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Home My WebLink About53-03 Southern Air Office & Warehouse - Office & Warehouse - Shawnee - Backfile0 EROSION AND SEDIMENT CONTROL GENERAL NOTES PROJECT INFORMATION: 1.) LAND OWNER / DEVELOPER: FC6A CONSTRUCTION NOTES: E5-1) UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL SAI PROPERTIES, LLG 1. WATER AND 5EWEP- LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WItH ER05ION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND P.O. BOX 4205 THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS MAINTAINED ACCORDING TO MINIMUM 5TANDARD5 AND SPECIFICATIONS OF LYNCHBURG, VA 24502 OF THE FREDERICK COUNTY SANITATION AUTHORITY. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 434-385-6200 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATION5, 2.) SITE ZONED: M-1 BY, THE AUTHORITY. 0 3.) FREDERICK COUNTY PROPERTY IDENTIFICATION NUMBER (PIN): 64-11 -13 3, EXACT LOCATIONS OF WATER AND SEWER 5ERVICE6 ON NEW LINES ARE TO BE COORDINATED WITH THE ES- 2) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR PRELIMINARY STRUCTURE # ; 12 BRANCH BANKING DRIVE AUTHORITY'6 INSPECTOR, TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 4.) TOTAL SITE AREA: 2.026 ACRES 4. THE 5ANITATION AUTHORITY'6 MAINTENANCE DEPARTMENT 16 RESPONSIBLE FOR THE INSTALLATION OF WATER COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE TOTAL DEVELOPED AREA: 2.026 ACRES METERS THROUGH 2`° IN SIZE. BEFORE A PERMANENT METER 15 SET, THEY REQUIRE; 1)THE FRAME AND COVER FINAL INSPECTION, 5.) PROPOSED USE: 2.720 OF OFFICE WITH 7,280 5F WAREHOUSE TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2)THE FRAME AND COVER TO. BE SET TO THE WITH A 6,902 5F FUTURE WAREHOUSE EXPANSION E5-3) A LAND DISTURBANCE PERMIT IS REQUIRED PRIOR TO INITIATING ANY CURRENT USE: UNDEVELOPED FINAL GRADE OF THE LOT; 3)THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR TO BE SITE WORK. 6.) ALLOWABLE FLOOR AREA RATIO (FAR) = 1.0 BETWEEN 18 AND 21 INCHES; AND 4)ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER PROPOSED FAR: WORKING ORDER. 1'T 18 IM ® TO 11111E ES-4) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN TOTAL FLOOR AREA = 10,000 OF + 6,902 5F ADDITION = 16,902 5F = 0.39 9691111111110 CORFAMY. SHALL BE MAINTAINED ON THE 61TE AT ALL TIMES. ACRES 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES; 1 STORY BUILDING A) THE LOCATION OF THE SERVICE LATERAL 15 TO BE COORDINATED WITH THE AUTHORITYS ENGINEERING E5-5) THE CONTRACTOR 15 REOPON61BLE FOR INSTALLATION OF ANY ADDITIONAL FAR = 0,39/2.026 AC = 0.19 ASSISTANT.. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. ER06ION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 7.) REQUIRED PARKING 5) THE AUTHORITY SHALL FURNISH AND INSTALL ALL R",'J" AND 1 WATER SERVICES. SEDIMENTATION A5 DETERMINED BY THE PLAN APPROVING AUTHORITY. 1 6PACE/250 5F OFFICE AREA (2,720 5F OFFICE) = 11 SPACES C) FOR ALL 1j° AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO 1 SPACE/ EMPLOYEE FOR WAREHOUSE (2 WAREHOUSE EMPLOYEES, INCLUDING THE PROPERTY LINE. THE CONTRACTOR 16 TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. E6-6) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER FUTURE EXPANSION) = 2 SPACES THE AUTHORITY WILL INSTALL THE METER. THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-51TE 13 TOTAL SPACES REQUIRED D) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A 26 SPACES PROP05ED 6, WHEN AN EXISTING WATER MAIN 16 TAPPED FOR THE INSTALLATION OF A NEW LINE: SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE LOCAL PLAN THERE ARE NO EXISTING 5PACE6 ON51TE. A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP, APPROVING AUTHORITY, 8.) REQUIRED HANDICAP PARKING SPACES 26-50 TOTAL PARKING SPACES ON B) THE DEVELOPER/CONTRACTOR MUST: (1)MAKE APPLICATION FOR THE TAP, (2)PAY DEP061T (BEFORE 51TE= 2 SPACES WORK BEGINS); (3)MAKE THE LOCATION OF THE TAP; (4)MAKE FINAL PAYMENT WHEN THE WORK 16 E6-7) ER06ION AND SEDIMENT CONTROLS SHALL BE CONSTRUCTED AS A 2 HANDICAP SPACES PROP05ED COMPLETED. FIRST STEP IN ANY LAND DISTURBING ACTIVITY (M6-4), EARTHEN STRUCTURES 9,) LOADING REQUIRED: 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHALL BE SEEDED IMMEDIATELY UPON INSTALLATION (M5-5). 1 SPACE FOR STRUCTURES BETWEEN 30,000 5F AND 100,000 OF 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ 13ACKFLOW PREVENTION ASSEMBLY, 10,000 OF + 6,902 5F = 16,902 5F BUILDING, NO LOADING SPACE REQUIRED AS REQUIRED, INSTALLED. THE ASSEMBLY MUST MEET A55E STANDARD NO. 1015 OR 1013. A REMOTE READOUT E6-8) PERMANENT OR TEMPORARY 601L STABILIZATION SHALL BE APPLIED TO NO LOADING SPACE PROPOSED 16 REQUIRED. DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE 15 REACHED ON ANY 10•) SITE 501L TYPE 15 CLEARBROOK CHANNERY SILT LOAM (9C). 61TE HAS 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK CALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED BEEN A BORROW SITE. SURFACE MATERIAL HAS BEEN REMOVED DOWN TO THE BACKFLOW PREVENTION A66EMBLY AS REQUIRED. THE A66EM13LY SHALL MEET ASSE STANDARD NO. 1048 OR WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT SHALEY SUBSTRATA. 1047. A REMOTE READOUT 15 REQUIRED. WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION 11.) 51TE TRIP GENERATION PER ITE TRIP GENERATION MANUAL, 6TH EDITION: SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN LIGHT INDUSTRIAL= 6,97 TRIPS/DAY/1,000 OF (10,000 OF) = 70 TRIPS SITE NOTES: ONE YEAR (M6-1). +6.97 TRIPS/ DAY/ 1,000 5F (6,902 OF FUTURE ADDITION) = 49 TRIPS 51.) ALL PAVING AND CONCRETE FLATWORK SHALL BE A5 PER APPLICABLE SECTIONS OF THE VDOT ROAD AND GENERAL NOTES 119 TRIPS BRIDGE STANDARDS AND SPECIFICATIONS, E5-9) ALL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TOPOGRAPHY AND BOUNDARY FROM FIELD SURVEY PERFORMED BY �� . TRAPPING MEA6URE5 (M5-2). PERKINS AND OG1.) EXISTING 150N, 52.) ALL FILLS TO BE COMPACTED IN 8 L006E LIFTS TO 98/° STD. PROCTOR. EXISTING SLOPE5 GREATER THAN G2.) THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON 4:1 SHALL BE BENCHED PRIOR TO PLACEMENT OF FILL, E5-10) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETATION DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK 63.) EXISTING SLOPES GREATER THAN 4:1 SHALL BE BENCHED PRIOR TO PLACEMENT OF FILL. SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED AND FOR ANY DAMAGES THAT OCCUR BY H15/HER FAILURE TO LOCATE OR THAT 15 UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT ER06ION PRESERVE THESE UTILITIES. IF, DURING CONSTRUCTION, CFAIL THE CONTRACTOR 64•) 516N PERMIT 16 REQUIRED. OWNER 15 TO 5UBMIT 616N TYPE, HEIGHT AND DESIGN TO THE FREDERICK (M5-3). SHOULD ENCOUNTER UTILITIES OTHER THAN TH06E SHOWN ON THE PLANS COUNTY PLANNING ZONING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. I E5-1 1) CUT AND FILL 6LOPE5 SHALL BE DESIGNED AND CONSTRUCTED IN A HE/5HE SHOULD NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER 65.) EACH PROPOSED OR EXISTING OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE STEPS TO PROTECT THE FACILITY AND A66URE THE CONTINUANCE OF SERVICE, MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. G3.) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND 61TE CONDITIONS ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL OR ANY DISCREPANCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY ALL OUTDOOR PARKING LOT LIGHTING SHALL BE BUILDING MOUNTED. BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE REPORTED TO THE ENGINEER. WORK DONE BY THE CONTRACTOR WITHOUT PROBLEM I6 CORRECTED (MS-7). DIRECTION AFTER THE DISCOVERY OF SUCH IBY TH 5TEN CONTRACTOR SHALL BE DONE AT 66.) THE SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND PROPERTY LINES SHALL NOT EXCEED ONE-HALF (1 /2) FOOT CANDLE. SEE ARCHITECTURAL PLANS FOR DESIGN AND DETAILS OF EXTERIOR WALL MOUNTED LIGHTS. E6-12) CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES THE CONTRACTORS RISK. UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, 64.) ALL CONSTRUCTION SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF FLUME, OR SLOPE DRAIN STRUCTURE (M6-8). TRANSPORTATION 5TANDARD6 AND SPECIFICATIONS. CONSTRUCTION OF SANITARY "A" "A" grade SEWER AND WATER SERVICES SHALL CONFORM TO THE FREDERICK COUNTY 6" trench I 6" minimum* SANITATION AUTHORITY WATER AND SEWER STANDARDS AND SPECIFICATIONS, i i i i minimum E5-13) ALL STORM INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION �`` ` `" SHALL BE PROTECTED 50 THAT SEDIMENT LADEN WATER CANNOT ENTER THE LATEST EDITION, ` �'�`fi i� ' �% 65.) ALL CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES form board (typ } D i� i machine excavation limit �1 w Winchester Airport Gcf R®;,._655 N /ndepeandence , 1092 0 51TE �i IN5ET MAP 1 = 2000 STORM WATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (M5-10). E5-14) WHEN INSTALLING UTILITY LINES, NO MORE THAN 500 FEET OF TRENCH ACT (ADA) REQUIREMENTS. 66.) CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR A5 INDICATED ON THE PLAN' 67,) ALL FINAL GRADING, SEEDING, SODDING AND/OR PAVING SHALL BE DONE IN sdh,� �.;, �. �. ; ��. � i B, i� AB BLDG BC ABBREVIATIONS ANCHOR BLOCK HP BUILDING INV BOTTOM FACE OF CUP& IN HIGH POINT INVERT INVERT IN 5' Min. , MAY BE OPEN AT ONE TIME, AND EXCAVATED MATERIAL SHALL BE PLACED ON SUCH A MANNER TO PRECLUDE PONDING OF WATER ON THE SITE. �y °C" otto` �` BM BENCHMARK 10 INVERT OUT THE UPHILL SIDE OF TRENCHES (M5-16), 68.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY �� , , ` " y�� trench bottom CL CENTERLINE MAX MAXIMUM E5-15) ALL RIP -RAP SHALL BE INSTALLED OVER FILTER FABRIC, PERMITS BEFORE THE START OF CONSTRUCTION. ate valve ate valve g g &boxes &box undisturbed earth stone bedding �` g CL CL CLA55 CORRUGATED METAL PIPE MECH MH MECHANICAL MANHOLE G9.) THE CONTRACTOR wHALL NOTIFY M155 UTILITY (1-800-552-7001) 48 CO GLEANOUT MIN MINIMUM ES-16) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN HOURS PRIOR TO EXCAVATION. TYPICAL SECTION CONC CONCRETE NIC NOT W CONTRACT APPROVED FILTERING DEVICE. (310.) THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, TEE, WYE, OR PLUG DI DROP INLET PVC BEGIN VERTICAL CURVE � - TELEPHONE AND CATV SERVICES, In lieu of wood forming the fitting may be wrapped with *denotes hand excavation DIA DIAMETER PVC POLYVINYL CHLORIDE E5-17) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT (311.) DIOP06E OF TREES, STUMPS AND OTHER DEBRIS OFF SITE. polyethylene, and the concrete poured to completely surround "D„ = 12" min. for 10" and smaller pipe DIP DUCTILE IRON PIPE PVT END VERTICAL CURVE c CONTROL MEAOURE5 AT ALL TIMES DURING LAND DISTURBING ACTIVITIE5 AND 612.) ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS the fitting and against undisturbed soil. The bearing dimensions against undisturbed soil shall remain as shown. D = 18" min. for 12" thru 20" pipe EA EACH RCP REINFORCED CONCRETE PIPE E DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION 15 ACHIEVED. SUCH A5 WOOD, ROOTS, FROZEN MATERIAL, ROCKS OR BOULDERS OF see chart below for A, B, C dimensions. EC EROSION CONTROL 5HT OHEET M UNACCEPTABLE SIZE OR ANY OTHER NONCOMPACTING 601L MATERIALS. ELEV ELEVATION 5F SQUARE FEET E6-16) SILT FENCE, SILT TRAP AND CHECK DAMS SHALL BE CLEANED OUT 613.) A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '"6" minimum EP 5 EDGE OF PAVEMENT END SECTION 5TP SW STRUCTURE -IDEWALK WHEN SEDIMENT REACHES ONE HALF THE HEIGHT OF THE BARRIER AND TRANSPORTATION BEFORE ANY WORK IS PERFORMED IN A STATE RIGHT-OF-WAY. WHENEVER DIRECTED BY THE COUNTY EROSION AND SEDIMENT CONTROL 614.) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS OFFICIAL, SEDIMENT SHALL BE IMMEDIATELY STABILIZED UP GRADIENT OF AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC EROSION AND SEDIMENT CONTROL MEASURES, RIGHT-OF-WAY, IT IS THE CONTRACTOR'5 RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE ALL MEA6URE6 NECESSARY TO ENSURE THAT THE ES-19) ALL MEASURES SHALL BE UTILIZED AND CONTINUOUSLY MAINTAINED ROAD 15 MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES DURING THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AND DENUDED AREAS DURING CONSTRUCTION. ARE STABILIZED, NO AREA SHALL REMAIN DENUDED FOR MORE THEN THREE 615.) DIMENSIONS ARE FROM THE EDGE OF PAVEMENT OR FACE OF CURB CALENDAR DAYS WHEN CONSTRUCTION 15 NOT IN PROGRESS. UNLE55 OTHERWISE NOTED, ' SPOT SHOTS ARE TOP OF CURB ELEVATION UNLESS OTHERWISE NOTED. E5-20) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 616.) PAINT HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON WEEKLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, ALL DRAWINGS, TRAFFIC MARKINGS ON ASPHALT PAVEMENT SHALL BE YELLOW FOR Pipe Dia. Plugs, Wyes & Tees 11 1 /4° and 22 1 /2' Bends 45° and 90° Bends __ A B C A B C A B C 6" V-0" 0'4" 1'-0" 0'-9" 0'-9" 0'-9" V-3" 0'4 1'-9" 8" V-3" 0'.9" V-3" 0'-9" 0'-9" 0'-9" V-6" 0'-9" 2'_3" 10" V-6" U-9" V-6" V-0" 0'-9" V-3" 1'4" 0'-9" 2'-6" 12" 1 '-9" 1 '-0" 2'-6" 1 -3" 1 '-0" 1 '-6" 2'-0" 1 '-0" T-O" 14" 2'-0" V-0" 3'-0" V-3" V-0" V-6" 2-6" 1'-0" 4'-0" 16" 2'-3" 1 '-0" 3'-6" 1 -6" 1 -0" 2'-O" 2'-9" 1 '-0" 4'-6" 18" 2'-6" 1 '-3" 3'-9" 1'-6" 1 '-3" 2'-0" 3'-0" 1 '-3" 4'_9" 20" 2'-9" 1'-6" 4'-0" V-9" V-6" 2'-0" 3'_3" V-6" 5'-0" EX EX15TING T TOP i, i • '.r : p FB FACE OF BUILDING TC TOP BACK OF CURB FF FINISHED FLOOR TYP TYPICAL ELEVATION VD VERTICAL BEND FH FIRE HYDRANT VDOT VIRGINIA DEPARTMENT Zcasing GV SATE VALVE OF TRANSPORTATION i HD HORIZONTAL BEND WWM WELDED WIRE ME5H pipe or can HOUR HORIZONTAL W/ WITH tunnel liner WV WATER VALVE K / EXISTING LEGEND NEW DESCRIPTION ri s "Al existing Ueea within 500 of property: Deeignation Uee ® Office Bank Office ® Undeveloped NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE AREAS SEPARATING TWO WAY TRAFFIC, TRAFFIC MARKINGS FOR HANDICAP NOTE: EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. PARKING SPACES AND ACCESS AIOLE6 SHALL BE BLUE, ALL OTHER PAVEMENT _ S -- BUILDING WALL 11 1/40 THRU 900 BENDS 1. Separation of carrier pipe from casing pipe shall be by MARKINGS SHALL BE WHITE. PAINTED LINES SHALL BE 4 INCHES WIDE. TRAFFIC - CONC WALKS E5-21) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT -- - manufactured steel and/or plastic casing spacers REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE OF TRANSPORTATION AND THE MANUAL. FOR UNIFORM TRAFFIC CONTROL DEVICES 1340 _ 1340 "ONTOURS 1!j 2. spacers shall be placed on spigot end within 6 inches of MEASURES ARE NO LONGER NEEDED (M6-18), STANDARDS AND SPECIFICATIONS, '� °- galv.n rods over fittings and---a`-�`-- ., connection to bell; then 2 spacers evenly placed on length embedded in concrete thrust blocks. 6� p T UTILITY PROVIDERS: 617.) TRAFFIC CONTROL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1350.E + 50 TC SOT ELEVATION SECTION of pipe FREDERICK COUNTY ADELPHIA CABLE ALLEGHENY POWER LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM .� _ _ - 5AN►TATION AUTHORITY 1039 N, FREDERICK PIKE MAIN OFFICE TRAFFIC CONTROL DEVICES STANDARDS AND SPECIFICATIONS. FITTING SIZE ROD SIZE NO. RODS EMBEDMENT STORM SEWER P.O. BOX 1677 WINCHESTER, VA 22603 P.O. BOX 1392 618,) SEE ARCHITECTURAL PLAN FOR UTILITY STUB OUT LOCATIONS 4 ROOF -- SIZES REQUIRED FAIRMONT, WV 26554 12" &LESS 6 2 30" o - o -� SANITAP'Y SEWER E MA.NHOLES WINCHESTER, VA 22604 `-667-0364 DOWNSPOUT LOCATIONS. ✓. 14" 20" 8 2 36" 6 H o CARRIER PIPE CASING PIPE WALL LOCAL OFFICE G19. DESIGN PROFESSIONAL LTC. IN VA SHALL SEAL THE STRUCTURAL PLANS 540-868-1061 ) Concrete DIA. (") DIA. THICKNESS (' 480 SHADY ELM RD. 0 gUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF .`"_ -lam vdP;l"ER LINE, VALVE >{ FIRE HYDRANT ( ) VERIZON WINCHESTER, VA 22602 CHAPTER 17 OF BOCA SHALL APPLY TO TH16 TYPE OF STRUCTURE. (SOILS, 4 or less 12 - .250 SHENANDOAH GAS �i 350 HILLANDALE LANE 404 HILLANDALE LANE 800- 255-3443 CONCRETE, STEEL, ECT.) ii Fitting Volume of thrust block in cu. yd. 6 16 .250 STEPHENS CITY, VA 22655 WINCHESTER, VA 22602 620.) BUILDING PERMIT AND PLANS SHALL BE REQUIRED FOR ALL SIGNS AND VERTICAL BENDS �� size 11-1/4' 22-1/2° 45° 90° 8 18 .375 540-669-1111 540-665-3156 FENCES THAT EXCEED 6' IN HEIGHT, stone bedding �, 6" - - - 1.3 - UNDERGROUND ELECTRIC LINE �, 10--20 - .375 SEEDING REQUIREMENTS 8" - - 1.1 2.3 - OVERHEAD ELECTRIC LINE 12 24 .250 WATER SERVICE LATERALS TEMPORARY 5EEDING - TS RATES PER ACRE: 10.. - 1.8 3.7 ' -�' GAS LINE 14 24 .375 a) Casing pipe e shall be SCH 40 PVC or SDR 21 WINTER: 40 1_135, ANNUAL RYE AND 40 LBS, CEREALE RYE THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 - - - EDGE OF PAVEMENT 15 24 •375 b) 3" diameter pipe for 1" service lines SUMMER: 40 L136. ANNUAL RYE AND 40 LBS, FOXTAIL MILLET UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 - - _ - CURB AND GUTTER (CG-6) 16 30 - .500 c) 6" diameter pipe for 2" service lines FERTILIZER: 1500 LBS, OF 10-18-10 PER ACRE LIME: 2 TONS PER ACRE AS FOR HORIZONTAL BENDS. 18 30 .500 VDOT GENERAL NOTES: 16' 0.9 2.3 5.1 - REVERSE CURB AND GUTTER (CG-6R) 20 36 .500 d) no spacers or sand fill to be installed PERMANENT 5EEDIN6 - P5 5EA50ML RATES PER ACRE: V1,) ALL WORK ON TH16 PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT 181, 1.4 3.2 6.3 - FED 1 TO MAY 15: MAY 16 TO JULY 31: OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA ER05ION 20" 2.2 4.5 7.8 - ■® TRANSITION FROM 03-6 TO C6-6P 21 36 .500 100 LBS, TALL FESCUE 120 LBO, TALL FESCUE AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. 2436 .500 15 LBO. ANNUAL RYE 10 LBO. FOXTAIL MILLET IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST CONCRETE THRUST BLOCKING - X FENCE ( for larger pipe use tunnel liner ) 2 LBO. RED CLOVER 2 LBO. RED CLOVER STRINGENT SHALL GOVERN, Figure 2 TREELINE HIGHWAY CROSSING V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, general backfill general backfill Figure 3 AUG, 1 TO SEPT. 15 SEPT, 16 TO FEB. 28: general backfill 9 general backfill 100 LBS. TALL FESCUE 120 LBS, TALL FESCUE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND V06H RULES AND REGULATIONS, (see note) :..:::::. •:: .: .........:::::::: (see note) :: ::::.........................., �. (see note) (see note) 15 LBO. ANNUAL RYE 20 LBS. CEREALS RYE V3.) WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PE MA E ;;........-" � ::::::::::::::••. .. •::•: •.•:•:::::.:::::.:: R 2 LB5 RED CLOVER 2 LDS ED CLOVER T W R ITl N H OR i1=MPORARY1 SHALL BE WITH T E CURENT ED 0 0F VDO 5 WORK IN ACCORDANCE :.. 0 O.D. :'...;` AREA:PROTECTION MANUAL. FURTHERMORE ALL TRAFFIC CONTROL FLA66ER6 MUST BE •:::::: ..::•:•:.�:::: '::.•::.,.• i 8u pli qli STANDARD SEED ING RATES FOR ALL SEASONS TI F THE VDOT ROAD AND BRIDGE R. v V R INACCORDANCE WITH THE LATEST EDITION 0 ERA 5L PE5 3:1 OR GREATER CERTIFIED s (GENERAL 0 106 LBS. KENTUCKY 31 FESCUE 2 LBS, RED TOP GRASS SPECIFICATIONS, SECTION 104.04-C. concrete 20 LBS CROWN VETCH 20 LBO OTHER V4.) THE DEVELOPER 5HALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND 24" select backfill 24" select backfill (30% HARD 5EED IF PLANTING IN DEC., JAN,, OR EARLY FEB.) ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. (see note) (see note) FEE' OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT 16 THE SOLE RE5PON6113ILITY OF THE ` ^` 601L AMENDMENTS (ANY 6EA50Ni: DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN FERTILIZER: 1500 LB5, OF 10-18-10 LIME 2 TONS PER ACRE CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS / 6" 6" stone A MULCH COVER 15 REQUIRED ON EVERY 5EEDING: O.D. O.D. STRAW BALES AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED NOT RELIEVE THE DEVELOPER OF TH16 RE6PON61BILITY, 1/20.D. MULCH/STABILIZATION MATERIAL V5.) DE616N FEATURES RELATING TO FIELD CON6TRUCTION, REGULATIONS, AND CONTROL OR 5AFETY OF TRAFFIC MAY BE 5UBJECT TO CHANGE A5 DEEMED NECE66ARY BY VDOT ANY SITE INDEX: ADDITIONAL EXPENSE INCURRED A5 A RESULT OF ANY FIELD REV16ION WILL BE THE 6" 6" / . RE6PON515ILITY OF THE DEVELOPER. ®100o C®V5=R SHIEST V6.) PRIOR TO wiTATION OW F ORK, THE CONTRACTOR 5HALL BE RE6PON61BLE FOR ACQUIRING stone C stone cc C-101 o DETAIL SWEET ALL NECESSARY VDOT LAND U6E PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. STANDARD CONCRETE ARCH Cm1®2. ®STATE SHIEST V7.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, APRE-CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, NOTE: To bo-Compacted to 9S% of ASTM D698 maximum density. C®103. LAYOUT & UTILITY PLAN VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK, . TRENCH & BEDDING C®1®° LANDSCAPE AND E�cS PLAN V8.) THE CONTRACTOR 6HALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK 16 TO BE61N OR CEASE Figure 1 FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL AL50 REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION.- CONCRETE CRADLE 11 I" select backfill ee note) 6" 1/2 O.D. concrete CONCRETE ENCASEMENT V select backfill ee note) Revised Oct 03 ma ee ti. �y+ a ,F w y; .f • il} 6" APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR 6" 41.1a,� 05117/ ZONING ADMINISTRATOR APPROVAL DATE SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL Al PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CONSULTANTS N `f"ft�.VC'SSSMAN �9 INo. 036400 imp SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACIL.ITY WESTVIEW BUSINESS CENTER LOT 13 SHAWN'EE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINI CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS rA �1-1 / -16-/04 PER REVIEW COMMENTS A 2/13/04pER REVIEW COMMENTS MARK DATE I DESCRIPTION 155UE: 12/15/03 CONTOUR INTERVAL: 2 DESIGNED BY: RHO DRAWN BY: DW CHECKED BY: RHO SHEET TITLE SHEET COVER SHEET GRAPHIC SCALE C-100 SHEET NO � or 5 I D - C \ Land Pro ject5 3\ 2003\ 03208\ dwu\ C - 5P - 0320t5. dwcq Fri, 12 Dec 2003 - 14:35 F/z SECTION CAST IRON — %z SECTION STEEL NOTES 2'-7" L 21/z„ x 21/2" "'%a" 1. DEPTH OF INI_[T IH) TO BE SHOWN ON PLANS. 10'•4" [ong FOR DEPTH GREATER THAN 10' U5E STANDARD Lugs be i• S�/2" ' 01 IA _N cast with collar 2. THE "H" DIMENSION SHOWN ON THE STANDARDS E3 - g MID SPECIFIED ON THE PLANS WILL BE A N � q. N I A ( -- - MEASURED FROM THE INVERT OF THE DUTFALL JT PIPE TO THE 70P Or THE STRUCTURE. I� CAST CALV. r IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL 66 1 I joint DIMENSIONS SHALL BE DETERMINED BY THE Optional 3 lbs. 43.6 lbs CONTRACTOR FROM FIELD CONDITIONS. Btoce RlbS < including including Weir) oil 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS --�- lugs onnectors connectors TO BE SHAPED IN ACCORDANCE wITH STANDARD to Collor IS-1, THE COST OF FURNISHING AND PLACING ALL MATI•RIAL.S INCIDENTAL_ TO THE SHAPING IS TO BE INCLUDED IN THE Sin PRICE FOR THE STRUCTURE, 4- 4" 4. IN THE EVENT THE INVERT OF THE DUTFALL THE �� OF THE TINVERT 2'-;" Stud Sheor OrHAN STRUCTUREHTHE HE�STRUGT Rf, connectors SHALL UL SHAPED WITH CFUFNT MORTAR TO 4_ 2 3/ 1291/2' " PREVENT STANDING OR PONIDINC OF WATER -*-r IN THE STRUCTURE. THE COST OF FURNISHING PLAN • AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING I ST O B INCLUDED IN THE. BID CQ ole Remvwed> ^' PRICE FOR N 6-1 SECTION f-B 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0'• OR GREATER, FOR DETAILS SEE 57ANDARD ST-1, DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST-14-PLACE CAST IRON ONt_Y # 4 X t3" SMOOTH DOWELS AT APPROXIMATELY --air7. 12" C•C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT Hdsrdware Cloth �3" r 2,-6" ' �_---- SETTLEMENT, IN LrEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARfD T•pI 3, a FOR ALTERNATE DESIGN, 1 ;) hola N 7— E ].. 9I HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0,03', NUMBER 4 MESH HARDWARE CLOTH ANCHORED C FIRMLY TO THE OUT SIuE or THE STRUCTURE. 111 9. CAST IN PLACE CONCRE TE 15 TO BE CLASS A3 40 J (3000 PSI). PRECAST CONCRETE IS TO BE N 4CD0 PSI. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF' THE ENGINEER 1 MAY 6E 5V8STITUTED FOR THE CAST IRON _I IUGS AS SHOWN HEREON. SECTION A —A CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1,440 Cu. Yds. Concrete SECTION C'-L SECTION D D 15" concrete pipe - 1,528 Cu, Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 74" concrete pilpe 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu, Yds. per additional foot of depth, APPROXIMATE WEIGHT Cost Iron Grate 363 ± 18 Ibs ---- - - SPECFICATON TRSTANDARD DROP INLET ---- Rr E�tCE 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1G4,(D1 -- T -DI-i STANDARD OI-1 FRAME TOP & CRATE —� 04 BARS 04" C-C Min mfl 4'-10' LlALL CORNERS CODIAGONALEBAR D��DO�UMA - I TYPICAL-- i ALTERNATE TOP 4'-1C" DIAMETER DI-1, 1A PC RECOMMENDED MINIMUM HEIGHT CHART PIP E H DiMEN510N SIZE coNCRETE CORR. ME TAL 12" 2 -6., - -- I.-5,. 151• 2-9 4" 2.-8.. la.. 3' r 0Q/z" 2'-11" 21" 3'-3 q., _ .-3.-2.. 4„ 3'-7" 'r i•r' .•I !96 a . DowELs 1�0o S. 12 ,O BARS IWIIKDL)T GRATE) s• Lonrc :I (53 L65,1 :€ N©TES( I 1. SEC GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2' CONCRETE TO BE 4400 PSI MINIMUM. NOTES: s' REIrdFORCENG STEEL IN ACCORDANCE WITH ASTM C 478, ASTM A a97 1• TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DE51GN MEETING THE (WIRE FABRIC) AND ASTM A-615 (RF.INFORCENG BARS), APPROVAL OF THE ENGINEER. jrDINT5 ARE TO 13C SEALED WITH MORTAR, OR a. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE t24IT 0-RIHG GASKETS OR 6U1YL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS, 5 DI-1, IA FOR DETAILS OF FRAME AND GRATE. 6• DIMEN5J0NS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE; ,JOINT DETAILS M ANUF AC 7 U RER. 51 STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION 10.3.03 ALUMINUM NAILS FOR CEDAR. GALVANIZEC NAILS FOR TREATED 4x 2� REAR VIEW 1 x6 44 GRDUT —I f_-24' SPACE 1 8 MAX. P05T SPACING -� 2) /" TOP VIEW FRONT I 1x6 44 2-3e DIRT BACKFIL WOODEN PRIVACY FENCE (NO SCALE) ---11OFF �— thrust block stone e; e•e eves o"°�°e�e•e°o°o°o ooe°, • °ooe°e o•s e•a a .•e•eee°e 3" dia. schedule 40 steel pipe filled with concrete - and painted yellow 18" dia. %\5. concrete -iil �\X ;''" encasement 7' C BOLLARD DETAIL J J 0 EXISTING STORM SEWER CONNECTION DETAIL direction of setting to be approved prior to installation NO SCALE SPRING LINE OF I PROP05ED PIPE TO MATCH SPRING LINE OF —\ 42° as required i -concrete pad V-6" sq. x 6" deep EXISTING PIPE EX. I RCP 2" min. - 6" max. P P. 12° i \ SPRING RC LINE 4" stone � ' screw type SAW CUT AND adjustable REMOVE PORTION OF _ valve box /stone EXI5TIN6 PIPE to be minimum of 6" above top of base ; locator marker PATCH JOINT WITH stone- Mega°•gg8o�e � NON -SHRINK GROUT 06* yo 8=og%a%o8 -megalugs, , •o°eaogo 0 \ ;eve•°°°°e,e °,.• � o e•e°o,o°o o e e's� I'•°•°Oo•°° °e o i° ,°o�e�e aae°e°e o ooe°Oevo °o �\ o°e°o°e•o°o 0 ae°o^ e o e \\ i oea°o°o osoe\ eeoegogggSgo osaoo°0000aQ00000•t•e•eve;e•°.o°°° a•..o a°e•o°o°o°o• ° oo°000 0°00°000 °°o °000.." °oo°ova °o °e °oe°e 000•.°eve o°o o°oso o°o e .• o � eoo•o eao•o aeo � 8go ' ` mechanical joint swivel tee with o�4a 6" branch FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER METER SIZE METER BOX METER BOX COVER Non Traffic M32C PW 5/8"x3l4" or 3/4" 18 in. Dia. Traffic A32HH - T Non Traffic MC 30 (Frame) WITH RML 1 T (fop Lid) 1" 24 in. Dia. Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) meter box and cover 5ft 18"-21 " 3" stoney r-- --- -- -- - surrounding box Meter Size - Coppersetter 5/8" x 3/4" A-C3635-01 w/ 7 Y2" Opening 8"-10" 3/4" A-C3635-01 w/ 7 Y2" Opening 1 F1 ! A-95319-06 w/ 10 3/4" Ooenina / 1" CTS polyethylene tubing (PET) 200 psi with SS inserts saddle with at all connections Corp stop stone— r a5'. treated 2"x 4" with top 6" painted blue 24" meter by F.C. S.A. �N NIZA; COPPERSETTER COMPONENTS meter size height service line connection bar copper tubing size -Inlet- Angle Ball Valve -Outlet---- Angle Check Val 5/8"x3/4" 18" D 31014- w/ C14 44 1 /e ° O.D. BA13-332 W-SN HHCA31-323-TV-SN SS Insert w/ CSB-43 w/ CSB-43 3/4�w/ "l " D 31014 12 W-SN �! HHCA31-323-TV-SN w, C14 44 1 /8 „ O.D.BA13-332 1" 18" w/ SS Insert D-3101 -44 w/ 1 Y8 „ O D w/ CSB-43 BA31-444 W w/ CSB-43 HHCA31-444-TV w/ SSS Insert nseI w/ CSB-44 SDR 35 spigot SDR 35 spigot by RR�� by gasketed - - SDR 21 gasketed bell 45° bendI* bell adapter (see note) 2' • . .i..i',i `Y`.•y �.-. - )i`<J.'..a:•.::-:.4.i"i��;<;.•w'%:'P:°:ir,('.�11'J.^;'-.`...iJ�': ' 4:�.ii kTt:'.'•..7(.:G6:1.�:.: PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE 540-464-9001 FAX:540-464-5009 vet•.. •"+;• :.:�i •::•,;�!..`;.•••:i.- :",'•ri ,t.a::..i..i:^: �.t°two?; r;r-r,: •'. ...:v M,.<, �.•x.::�� EMAIL PNOC?a PERKINS-ORRISON. COM 3' minimum .` SDR 35 8"x4" i — gasketed bell wye (see note) SDR 21 gasketed ! ' pipe and fittings SCH 40 solvent - weld cap property line 18„ 5' location marker - °° o. stone --- ° °% 0 0 0 0 0 0 0 0 0 0 0 • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0• O O O o 0 0 0 0 0 0 0 0 0 ' Oo OOOOO 0000O 0000U o0 o0 O O4.4 ':Sr — -- 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 36" min. cover i treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished grade 81' square concrete skid pad r 20"x 20"x 6" deep - - cast iron cleanout cap with brass VALCO, Inc plug having a countersunk square _ Fig. No. 71 BOB -- head Panella Model PA4SV-CSK 4" with lid marked ( } SEWER' I SDR 21 - cleanout pipe bottom section - - of box brick base • SDR 35 spigot by SDR 35 °.' ,' SDR 21 gasketed ;; -bell adapter gasketed bell WyeA. fit:• <; sanitary~ ^':'" (see note} ..• .y ••� SDR 35 gasketed bell 45` bend sewer main SDR 21 12 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 Revised Figure 17 Oct 03 concrete pad — V-6" sq. x 6' deep I I oo°o°a e°..o. 4" stone -' screw type __— adjustable valve box \ 48" min. --- location marker stone _ valve megalugged me alu s to main INSTALLATION NOTES: 1 . Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: -- a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. �—thrust block 5/8"x3/4", 3/4" & 1" METER INSTALLATION SPACE 4" AO FQPT COVER) Revised Figure 5 Oct 03 --megalug ;°000 °pope - a e - - - 000apaoe°ooee000. ee , o;noa 18" to 24" 8"x 8"x 16" solid block (for valves 12" and larger) Notes this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 CONSULTANTS X ,�LTH 6A;6, 0st - °� . Gj�r MARGARET H. COSSMAN 9; No. 036400 f Ar 1►ii r JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS ® 12/ 6/04 PER REVIEW COMMENTS MARK I DATE DESCRIPTION 155U E: 12/15/03 CONTOUR INTERVAL: 21 DESIGNED BY: RHO DRAWN BY: pW CHECKED BY: RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE NITS >HEEr C-101 2 5 ID - C \ Land Projects 3\ 2003\ 03208\ dwg\ C - 5P - 03208,dwg - Fri, 12 Dec 2003 CC-12 A 07" WHERE STD. CG-3 OR PERMISSIBLE CG-7 -E IS US. 8'-0" ED4`0" CON$TRUCTION JONT , C 6� 3,fl, STD. -2 12:1 MAX. 4a:1 um. 1791 MIN, 20,1 415 DOWELS. $" L ONC 0 12" C-C �'STUCC1ON N�Its SECTION A -A C OPE T01T MAXIMUM JOINT _10:1 B MAJ(� � f � SE TION B-B FRUNCATED DOMES 4'SOUARE LANOING VELWAY SHALL AAREAPROVIOED. a0�tV) LA U TANGENT PLAN �. V) CROSSWALK C 0 w n TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT �. AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION . WITHIN CROSSWALK WITHIN CROSSWALK :1wI + 1 TYPE A (PERPENDICULAR) APPLICATION {WITH SUFFER STRIP) N-TERATIONS THIS DES+GN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LAMING (48" WIDE) REQUIRED AT TCP OF CURB RATS, MIMMUMA CURB RAMP LENGTH 8 FEET FOR NEW NOICSI CONSTRUCTION, 6 FEET FOR &TFJRATIONS. +t OIA L DETECTABLE WAR"C TO BE CLASS A-3 CONCRETE ICLASS A-4 IF PRECAST) WITH SLIP RESISTANT 14TEGRAL. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE OSRECTiON OF TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH TK APPROVAL r4 DIA OF THE ENGNEER. TRUNCATED DOME 2. THE GETECTABL£ WARNING SHALL BE PROVIDED BY TRUNCATED DOVES, TRUNCATED DOMES TO BE STAMPED E CAST -IN -PLACE OR PRECAST N TOP SURFACE. THE COLOR Of THE DETECTABLE WARNING SECTION SHALL, BE A DE T AIL COLOR WITH THE ADJACENT UrACES (ADJACENT SURFACES INCLUDES FLAWED SIDES). 3. 3. SLOPING SIDES OF CURB RAMP MAY BE POUIRED MONOLITHICALLY WJTH RAMP FLOOR OR BY USING PEFUSSiBLE CONSTRLICTlOI( JOINT WITH REi�IARED BARS. 2}{p' C-C TRUNCATE�DOMKI 4. IF RAMIP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOMG FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. O 0 0 O O 0 O O O 3- REQUIRED BM5 ARE TO BE No. 5 X 8- PLACED t CENTER 70 C.&NT£R (LONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. 1NWTMUL1 CONCRETE COVER i/=". O O 0'o 0 0 0 0 0 0 0 0 0 0 S. CURBICUAB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT O O O O o 0 O 0 0 0 0 0 0 0 0 2%i C-C FOR CURB/CURB AND GUTTER, O O O O O O O O O 0 O O 0 O 0 0 7• WHEN USED N CONJUNCTON WITH STANDARD CG•3 OR CG-7, THE CURB FACE INN TNNNS STANDARD i5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB: AND CONN'tGURATIo O O 0 0 0 0 O O 0 O O a 0 0 0 it 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON 7mE PLANS OR AS DIRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITH 7NE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARROLESS OF WCf7HER SKIEWA.K IS EXISTING, PROPOSED OR NONEXISTENT. THEY O 0 O O O 0 O O 0 0 0 O 0 O O MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DRECTED BY THE ENWER, 0 0 0 0 0 0 0 0 O O o 0 0 0 o Aq SHOULD NOT BE LOCATED BENNO VEHICLE STOP LINES. EMSINIi LIGHT POLES, FIRE HYDRANTS, DROP I4LETS. ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE 1S DEFINED AS A CONTINUOUS UNOBSTRUCTED. a 0 0 0 0 0 0 0 O o 0 0 0 0 0 STABLE, FIRM AND SLIP RI SISIANT PATH CONNECTING ALL ACxESSIN3LE ELEMENTS OF A f AGE ITY THAT CAN BE APPROACHED. ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMIENTS. VARIABLE 31MNIMUM. ~--�-I 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDENT THAT THE CURB OPEN NG IS PLACED t PAY LIMTS WITRN THE LIMITS OF THE CROSSWALK. D`TECTAeLE WARNING DETAIL 10• TYPICAL CONCRETE StOEWALK NS 4-- THICK. WMEN THE ENTRANCE RADUCAN NOT ACCOMMODATE THE TURNNG REOMEMENTS OF ANTICIPATED HEAVY TRUCK: TRAFFIC THE CONCRETE SIDEWALK DEPTH SKOIAD BE INCREASED TO 7". CG-12 DETECTABLE WARNING SURFACE 0 ''A _IfTT>oN v,RID3 TYPE (PERPENDICULAR) APPLICATION 203,G5 11 i ViRGIINIA DEPARTMENT OF TRANSPORTATIONN xx STREET APPROACH 5AML A SURFACING AS MAINLINE I ROADWAY � (RADIUS TO GE AS SHOWN ON PLANS) C C I (RADIUS TO BE AS / ARAI IAL OMBINA( N S [()WN ON PLANS) CURB AND GUTTER tST'C. CC-51 SIDEWALK I f I a Ix 01 O OW NLLIINE J LXPANSIDN JOINT - _ o NOTE' WIDTH "B" 2-0- OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A �) PLAN VIEW CG--11'T 0 4,.2 e �� L GLASS A3 s. e s. :. :• 7" —� CONCRETE n. • e. 4-__,� EXPANSION JOINT SECTION C-C CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RAUIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK N: CuRB RAMPS WITHIN THE LIMITS OF THE RACIISHOULD BE EDGE OF SHOULDER OR OPTIONAL FLOW Link B % MAX. LOPE CHANGE ® INCRFA5FQ TO 7". MAINLINE ROADWAY r•�-= D WHEN ST'D. CC-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOUT PROJECTS, PLEASE B % Max. D NOTE THE FOLLOWING: SLOPE CHANGE �- 5' MIN-- 40' MIN. FOR STREE I D AT MAINLINE PAVEMENT SHALL BE CONSTRUCTED CONN CTION TO THE R/W LINF [EXCEPT ANY SUBGRADE 0' QESIRABLE FOR COMMERCI STABILIZATION REQUIRED FOR MAINLINE ENTRANCE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE) SECTION A - A RADIAI. CURB OR COM81NATION CURB GUIDELINES FOR GRADE CHANGE D BE 0EYONOTTER THE R WSHAIILNETEXCEPT FOTRRUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CC-3 OR CC-7, 'HE CURB FACE ON THIS -- �_ STANDARD IS TO BE ADJUSTED TO MATCH THE HIGH (MORE THAN 150U VPQ) 0 x 5 X MOUNIABLE CURD CONFIGORATION. 'MEDIUM (500-1500 VPC) < 3 i 6 k P DESIGN THIS TOF BETANDARD USED WITH STANDARD. LOW (LESS THAN 500 VPD) S 6 % 0 % X PLANS ARE TO NDCATF WHLN CONSTRUCTION OF A FLOW LINE IS RLOUIRLD TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY IREOUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION REFERENCE METHOD OF TREATMENT - Zh CONNECTION FOR STREET INTERSECTIONS O2 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION REV, 7/Ot 203.04 REVISED ON 3,103 s�ogrA o. C=----- -_ i �• - vy, 02:1 MA" {T2� tt A �1 5918L E TRUCTION JOINT B CROSSW ALI CROSSWAi K j A -dk-I TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION p 7" WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED. NOTES 5'D, CG 2 THIS DESIGN INCCROPORATES A RAMP. FLOOR AT 807TOM OF TWO SLOPINC SIDES WITH 60" X 60' MINIMUM STQ, CG 2 �6" OR Cr,-6 OIMENISIONS. PLACEMENT Of DRAINAGE STRUCTURES IS CRITICAL. OR CG-6 CURCI RAMP FLOOR FO SE CLASS A-3 CONCRETE {GLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 ; 1 48 c 1 MAX. DETECTABLE WARNING SURFACE COVERNG THE ENTIRE WIDTH Of THE RAMP FLOOR (RAMP FLOUR MAY BE 4.. PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SNAILS BE PROVIDEO E;Y AN EXPOSED AGGREGATE FINISH. RAMP SHAII NOT EXCEED A MAXIMUM SLOPE OF 121. SLOPNG SIOES OF CURB RAMP MAY BE POURED M0NOLITIuCAI_LY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 0 •5 DOWELS, 8" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 12" C-C - BE CLASS A-4. PERMISSIBLE REOLARED BARS ARE TO SE NO.5 X 8" PLACED I'CEN1'ER TO CENTER ALONG BOTH SIDES OF THE RAMP SLOPE 12.1 CONS7. JOINT MAXIMUM FLOOR, MID-DFPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2". GU CURB RAMPS WILL 6F MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDfWALx, COMPLETE -IN -PLACE. ---- `—� CURE;/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYI�NT SECTION B-B FOR CURB/CURB AND GUTTER, WHEN USED IN CON.IUNCT10N WITH STANDARD CC-3 OR CG-7, THE CURB FACE CN THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. o CURB RAMPS ARE TO BE LOCATEO AS SHOWN ON THE PLANS OR AS DIRECTED BY THE LNGINEER- LIMITS OF EXPOSED AGGREGATE SIDEWALK THEY ARE TO BE PROVIDED AT 1NTCRSFC7IONS WHEREVER AN ACCESSAIRLE ROUTE [+11] WITHIN THE RIGHT OF WAY Of A HIGHWAY FACIi_ITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSEO.OR NONEXISTENT. THFY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UN(JBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT OR AS DIRECTED HY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FRE HYDRANTS, DROP INLETS, FTC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BF. APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. REratc CE PARAI_l FI- CURB RAMP 105 (ACCESS FOR MOBILITY IMPAIRMENTS) 502 7 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 WINCHESTER REGIONAL AIRPORT NOTES: 1.) THE PROP06ED 13UILDIN6 AT THE HEIGHT AND ELEVATION 6HOWN, AND ANY FUTURE BUILDINGS, SHOULD NOT EXCEED HEIGHT RESTRICTIONS IN THE VICINITY WHICH WOULD IMPACT AIRPORT OPERATIONS. 2.) DUE TO THE CL05E PROXIMITY OF THE PROPOSED BUILDINGS TO THE AIRPORT, ALL OUTDOOR LIGHTIN6 AT THI5 SITE SHALL BE OF A SHIELDED TYPE TO MINIMIZE POSSIBLE LIGHT POLLUTION ON AIRCRAFT ENTERING THE PATTERN FOR RUNWAY 32. 3.) DUE TO THE PROXIMITY OF THE SITE TO THE APPROACH ZONE FOR RUNWAY 32, OUTSIDE BURNING SHALL BE PROHIBITED AND DEBR15 REMOVED FROM THE 51TE. 4.) DURING THE CONSTRUCTION PHASE OF THE BUILDINGS, ALL CRANES OPERATING ON 51TE WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR 055TRUCTION LIGHT V15113LE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLE55 LIT. INTENDED HOUR5 AND DATE5 OF OPERATION NEED TO BE COORDINATED WITH THE AIRPORT OPERATIONS 5UPERV15OR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO START OF CRANE WORK. ROCK CHECK DAM 0 2 ACRES OR LE55 OF DRAINAGE AREA 2-10 ACRE5 OF DRAINAGE AREA FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT # 1 COARSE VDOT CL. I AGGREGATE RIP RAP FLOW 21 2 SOURCE VE5CH PLATE 3.20-1 RUNOFF — \ WATER WITH SEDIMENT \�A SEDIMENT J WIK OVERFLOf� /Ink BLOCK WIRE SCREEN LDROP INLET WITH GATE FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING PLATE: 3.07 - AROUND THE STRUCTURE. *GRAVEL SHALL BE VDOT #3. #35% SOURCE; VA. D5WC OR #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER NO SCALE PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE; 540-464-9001 FAX: 540-464-5009 EMAIL PNO@PERKINS-ORRISON COM C045ULTANTS r+�,KLTH OF+r At A 1 �f MARGARET H. COSSMAN 9+ No. 036400 `I► _ IpNAL �r +♦+ JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN. MR. WILLIAM HANKINS '2 / 13/ 04 PER REVIEW COMME-T NTS MARK i DATE 1 DE5CRIPTION 155U E: 12 / 15 / 03 CONTOUR INTERVAL: _ 21 DE5I6NED BY, RHO DRAWN BY__ - DW CHECKED BY. RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE NTS itiEE' C-102 SrIEE r uc - 3 5 ID - C:\Land Pro -Sects 3\2003\03208\dwg\C-5P-0320�3.dwg - Fri, 12 Dec 2003 14:35 NOTES: 1, THIS ITEM MAY U PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A� IF EAST )U PLACE 4CDO i-Sl IF PRECAST. 3, OWINaATION CIIA i CUTTER HAVM A #ADh,3 F 300 � EET t* Lftg (ALONG FACE OF CURB) SHALL BE FAIEI FOR AS RADMIL COMBINATION CURB d GUTIZ4. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, TI?f BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO ?HE SLOPE OF SUBBASE COURSES AND TO THE DEPTM' „W THE PAVEMENT, S. THIS CURB MAY �0 JoiEp W►�fp. DESIGM SPEED IS 40 MPIi 1P r:► ON RURAL HIGHWAYS AW: a , )dPH OR LESS IN DEALOPED URBAN SUBURBAN AREAS. IF THESE OF -Sick SPEEDS ARC EXCEEDED `-'VANDARD Cr,-7 15 RI'OLItRED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATfON 6" CURB & GU I FER VIRGINIA DEPARTMENT OF TRANSPORTATION HANDICAPPED PARKING SIGNAGE LDE OF VIRGINIA, SECTION �6-99.11 (NO SCALE) )TES _ IGN 5HALL BE THE INTERNATIONAL I NANUIGAPPEG' SYn,^Ft'L. 1 2) ALL PARKING 13FACES RESERVED FOR THE U5E OF HANDICAPPED SHALL BE IDENTIFIED BY ABOVE GRADE 55N5 U) A 516N OR 5'MIB0L PAINTED OR OTHERWI'nE P16FLAYED ON THE PAVEMENT OF A PARKING SPACE SHALL NOT GON5TITUTE AN ABOVE GRADE 5!GN- 4) ALL ABOVE GROUND HANDICAPPED 51GN5 VAN AC.CE551BLE 6HALL H/ `VE THE BOTTOM EDGE OF THE SIGN NO LOWER THAN FOUR '=EET NOR HIGHER THAN SEVEN FEET ABOVE THE PENALTY PARKING 5URFACE, 5) SUCH 51GN5 5HALL BE DE516NED AND $100-500 CONSTRUCTED IN ACCORDANCE WITH THE FINE PROVISION OF THE UNIFORM STATEWIDE BUILDING CODE TOW -AWAY � ZONE ALL D15ABLED PARKING - SIGN5 SHALL INCLUDE TH6 LANGUAGE TYPICAL SECTION CONCRETE SIDEWALK (NO SCALE) 2" I _ VARIE5 - 5EE PLAN _ 4° I D e D 4" VDOT CL. A3 CONCRETE:, �4" VDOT 21-5 AGGREGATE BASE r YV WELL COMPACTED 5U56RADE 6" X 6" W1.4 X W1,4 WWF 2" VDOT 5TD 5M - 9.5A 6" VDOT 5TD 21- B COMPACTED 5U5GRADE 0 c � 48" MIN, TO FIN. GRADE TWE. BOTTOM OF THc CVRU ANO GUTTER *MY DE CONSTRX'rED !lA*#tl EE TO THE SLOPE OF `4UASE COURSES PROVIDED A MI#49Nt#;All <OFPT H OF 7" IS ,►AAMIAP403� TYPICAL SECTION FACEDOWN CONCRETE SIDEWALK (NO SCALE) [6 X6 W1.4XW1.4WWF 2 1 1 4' 1 - PARKING AREA : 3: 2" VDOT 5TD 5M - 9.5A 3' VDOT 5TD 5M-25,0 6' VDOT 5TD 21- B COMPACTED SUBGRADE TYPICAL SECTION TYPICAL /SECTION \ STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT (NO SCALE) (NO 5CALE) *;ACTUAL PAVEMENT 5ECTION5 TO BE BA6ED UPON CDR RE5ULT5) *(ACTUAL PA4EMENT 5E('--,TION5 TO BE 13A5ED UPON CBR RESULTS.) TYPICAL SECTION TRASH DUMPSTER PAD (NO SCALE) VARIE5 - 5EE PLAN 8" VDOT CL. A3 CONCRETE Or 9" VDOT 21- B AGGREGATE BASE #4 0 12" EACH WAY (NO SCALE) 0 1,5' VDOT STD 5M-12.5A 3" VDOT 5TD BM- 25.0 8" VDOT 5TD 21- B COMPACTED 5013GRADE TYPICAL SECTION A ENTRANCE PAVEMENT (NO SCALE) *(ACTUAL PAVEMENT SECTIONS TO BE BA5ED UPON CDR RE5ULT5) X h_ Lu PROP. GRADE + ' GRADE 680 -- 42"E5-1 INV IN=675.4' + \\ / j j?� ' / �ii� IPF 3' MIN. COVER \\ / 6° PROP. i WATERLINE y \ r rl STORM INLET 67 �r n > G " i rr w TOP=682.1' TM# 64- A- 1595 �" 42 INV.0UT=675.4' 1 BENCHMARK / �� \ IIII I BB4T PROPERTY TAX. DEPT. DATL �1 ELEV w TM# 64-A-159N ELEVATION=681,92 / I ZONED; M-1 BRADDOCK STREET PROPERTIES, LLC j �\ 2O STORM III 665.00 DRAINAGE EASEMENT \ I °I USE: BANK OFFICE DLL695 PG107 ZONED: M-1 / �� \\� ` i� U5E: OFFICE SToi �T '� . . �8 _ _- = REVERSE % 00 _ SLOPE �� s� ��;' SIGN ,;;8? \ _- TEL. cA�LE\�� GUTTER (TYP) �. u \ WATERLINE EASEMENT I 10 MAX. HEIGHT L--_ �,� f� �Rq(\RKER �� DEDICATED TO FCSA G` ) 100 5F MAX. AREA 10 ` \" IN3T,#;040006179 +OG STORM INLET TOP=6820' % 20WATER \ �� \ WATERLINE PROFILE __, \ � METER W \ _ _ ' / �• VER. 1 ;10 HOR• 1 :: ,50 �\ " NON TRAFFIC` u\ \ EXTERIOR 1 %',COVER ,1�` \ \ \ ,,PPR0X. LOCATk . r / RIM-6 FIRE �� A 8 WM 5TU5 OU LIGHTJTYP) o W.. °TELE PEDE5TAL FLo LNE- i� HYDRANT \\ X 1 CONFIRM LOCATION OF N� OF �� QTELE N1ANHOL 681 .5 j \ 681 C 10 MIN. ,__�1 EXISTING STUB. REMOVE PLUG \N 6p R\G �Og2\M\� / \ 5EPARATION AND TIE TO EXISTING STUB, 5� �P�GO %� 0 • �,, VERIFY VALVE 15 CLOSED AND 2ro ,; pj��/ 681.25 ,;!1�' ,9. PA 5 k03 d� -' PROPERLY ANCHORED BEFORE o 'Al BYN/ RS.� , .' \ TYING TO EXISTING LINE, ��FCSA i (m')Q18° MI' VERT, .,�--ISO=25Ol/ 15D=180, }1 2 i R5 O 1 5EPA . N . it (TO NORTH OF INDEPENDENCE 82,25/ -' p VD6T 5TD/� / +680, 5P \� �' 6" 'WATER DRIVE AT INTERSECTION) .65 Rom\ /HP `\ALINE ENTRANCE Q ANT, PAVEMENT 4 PVC' PP��M+ �,... PG 682.7 s �\ f679,84 1.35 1 -90 BEND i 6ANITARY 8,0 �' a; 9.• 1 ° WATER�� . SANITARY 5-EWER iLATERAL'\ �� SERVt�E �4A\ ��y. I 25 �� ` EASEMENT a i 662,50 c �� . �J �� \ \ . •; 1 CO \ INV, - �` F �� • ' 682.8( 3, 680 20 8 o - 679,5 �\ 679 90, �\ �s Zny '\\\ II x 6P6.6, 1 I4,/C LOGO 0 i D \ \ 51 GN (TYP)W. iG�� 7�� 0682.30P 9.46 ti2 �yINV,= 615 60 cs 0� \ \ �7 ,68 0 WALK/\� v o I % LOT 13 cS Z \ s j�J \ ` 2.026 ACRES o-� • �,`� L �� L!P✓TITS CIF LE.ARINE. \ 1 / INV, IN= :.":fw5'... ..'.. NEW BUILDING 7�I,40 r \. N ........ .. \� LOC �N �, 80 X 1 GO A( CE55 80 X 125- cs 'OUT= s (� r EX, 20' , ATi! EASEMENT E5� ABLI✓HED TO 10,000 OF 3�c�_, 67 80 �.. EX, 0 WL ESMT j I FF = 682.8 CO �'::' • .. DI) -1� ; BENEFIT LOT5 113 4 14 GONG. 1 1 STORY PAD �,.� .. :. TAN13A ` 1- 6 2, 58 TP I i� i \ \... r \� INV. 3 Est PVC 25' TALL 00R• 6 2.80P'. DUTY 6,12 VE INV. = p 0 :REVERE t� ....... � ' PA ME TM# 64-11-14 1 / 679,30 O�ERN� M ::DU T'�' : ' SLC}PE... ... REVERSE DENN15 W. 51NGHA5 0, BUILDING HOUgE PA1JEtv1 NIT R25' SLOPE r J RE \ Q' w GUTTER ' TYP ZONED: M-1 i I `11P` 6.8: P' 0 L� MOUNTED 4�`.. ... LGONF`}L�aA. ::....�.: 'v �� I = �, ) USE: UNDEVELOPED i \ LIGHT (TYP) PP\O MiTS ,WF7H {n S'7 2 .., 5D 250 1 i r DER 01'5 \ M\'S Y FE N) . 7a..... pU NPG OOR �. ........ 77 �: CONNECT TO EX. 1O" W000 P G OOGK 0 \•. �......:...:. ONG. FLUME \ STORM SEWER �Op�D1N�0, 8f - 12" RGP 67`7 OnF� 77.70P p \. ',o M1N 6 VG�\ \ a. ENTRANCE 0 VG ® 2 _ :...\\�Y�.. \ PAVEMENT 1 1 6 P CO R75`�k'7r•,� :. •A \ • R25' \ \ . INV= 675.0 � t0� ' - FUTURE I GRAS INI$D I . NGo \ INV. - TRIANGULA \ 8'- 12 RCP 5T �TORNI INLE� i 678. 0 EXPANSION x I) 4 � � CHANNEL � � �___ _ 0 � � � , 0 BUILDING COORDINATES G�\ 80 x86 _ 6 902 ' ` 0.5 DEEP T_ 67 .4' POINT COORDINATES �' \ % 3:1 SIDE �� X\ A �? SLOPES ..i6716, 40 A N 4796,2574 '� \ ' I , / ,/DI-1 .. � \\ Al NOTE: CGS-12 CURB E 4767,7996 i 1 i / \ `\%; RAMPS LOCATION 68� /! /` r �• 2 TOP=675,'91, �`\ r�,�SHOULD BE FINALIZED B N 4816.3224 r �� 2 INV,=67�1.4�� BY VDOT INSPECTOR E 48GRA55 LINED45.2425 � �' \\ °', AND/OR ENGINEER, r � i V� � \ 80 / TRIANGULAR C N 4695.3179 'f ,'� CHANNEL E 4876.5940 ` 6ii i � 03 I 0.61 DEEP V\X 3:1' SIDE SLOPES D N 4675.2529 E 4799,1511 E N 4611.7963 E 4598, 2334 �� '�/' � ' �\ \� k / O \ �= \ F N 4591.7334 / E 4820.7905 �• STAKE ' " 6a°.a' � � � i° QD \\\ `LIMIT5 OF CLEARING 1 I TM# 64-11-12 Q0 DING I CL CARL 5, HALES II II 55MH - O �\ ZONED: M-1 Cl RIM=677.0' Q \ \\ `• \ 650 USE; UNDEVELOPED G50 FLOW ONE.=658.5' v-,PROP, GRADE PROP, GRADE � %v v° EX, GRADE EX, GRADE \\ 6EX 42'� RCP � \ , " Lj r EX. 42�� RCP _2 R f 8 -12 RCPllI \ 2 ® 2_75% 6'- 12 RCP 6„ INV, -672� INV.=670.91 CAA 1 670 \ �'\ INV,=670.02 a, 6" INV.=671 •27 CONCRETE FLUME 5HALL BE STORM NLE` CONSTRUCTED OF ONE COURSE CLA55 TOP=672.8' DAT(_�Ll ELEV DATUM ELEV 42" RCP INV IN=666.5 \ "AS CONCRETE (AE) CONFORMING TO - 54" RCP OUT THE ABOVE SECTION AND 5HALL BE 665. 00 665.00 THOROUGHLY 5PADED IN FORMS AND FIN15HED WITH A WOODED FLOAT. r r Qd c9 CO Cfl Cq C9 I CONCRETE FLUME SECTION 10+0010+08 10+0010+&5 1 STORM 1 PROFILE p STORM 2 PROFILE e VER.=1'l:5' HOR,=1°:30' VER,=1°:5' HOR•=1°:30' at PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CONSULTANTS �U MARGARE i H. COSSMAN No. 036400 f I► SIONAL Sir �W�*,Ar JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS 0 1 /9/04 PER REVIEW COMMENTS 2 13 04'PER REVIEW COMMENTS 2 / 23 / 041ADD WL EASEMENT 4 IPER OWNER COMMENTS �5/ 6,j 04 ADD WLESMT _I_N5T_ # MARK 1 DATE ,I DESCRIPTION 155UE: 12/ 15/03 CONTOUR INTERVAL: _ _ 21 DESIGNEDDY: RHO DRAWN BY: DW CHECKED BY. RHO JOB N0: 03205 SHEET TITLE LAYOUT & UTILITY PLAN GRAPHIC SCALE 0 30 60 1 "=30' SHEET C-103 SHEET NO -- ID - C\Land Projects 3\2003'\03208\dwg\C-SP-03208.dwg - Fri, 12 Dec 2003 - 14:3 TEMPORARY SEDIMENT TRAP WIDTH -W ORIGINAL - 6RGUND � 1, `W_ 1, 1 ELEV. T TOP ELEV, i 5PILLWAY ELEV. _ ELEV,=6800 _— —— = ---`� m 67 M,Y�/ACRE < —------- , _ 67 CU,YD,/ACRE ZLE (EXCAVATED) ELEV, =676.0�TRAP#L W H **COAR5E AGGREGATE --, VDOT CL, I RIP -RAP 42,5 2.5 FILTER CLOTH GRO65 5ECTION OF OUTLET DIVERSION DIKE VDOT CL. I R? - RAP - \ **COAR5E AGGREGATE FILTER CLOTH ** COAR5E AGGREGATE 5HALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) CONSTRUCTION OF A SILT FENCE 0 (WITH WIRE SUPPORT) 6„ M NO SCALE Ak 1. SET THE 5TAKE5. PLATE 3.13-2 z,I�S 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND T INTO THE TRENCH N AKE5, 5TAPLE 4. 5ACKFILL AND WIRE TO P05T5, EXTEND COMPACT THE WIRE FENCE INTO TRENCH EXCAVATED 501L. SHEET FLOW IN5TALLATION r 'PERSPECTIVE VIEW) PLArEE _. STONE CONSTRUCTION ENTRANCE EXISTING GROUND MOUNTABLE BERM 70' MIN, (OPTIONAL) I a % - EXISTING PAVEMENT FILTER CLOTH , 61DE ELEVATION GROUND-_ VDOT #1 GOAR5E AGGREGATE — * MUST EXTEND FULL WIDTH OF IN6RE55 AND EGRE55 OPERATION 1 19' AAIt`IIAAIlKA* nu[rc ul-vin SECTION A -A ��J F GE: .'E��GH 3 �— WA5HRACK z (OPTIONAL) 70' MIN. POSITIVE DRAINAGE TO 5EDIMENT TRAPPING DEVICE PLAN VIEW As oZ w N z 0 10' MIN. 6'--° — REINFORCED CONCRETE �- DRAIN SPACE SECTION B - B TREE PLANTING DETAIL DECIDUOUS TREE NO SCALE TM# 64- SRADDO( ZONED: U5E: OF l � `NO �60 �;— - � 1 H ANTI - DE551CANT DELIVERY ,I1)UOU5 TREE5 TELY 1 /3 OF GARDEN H05E ANIZED TURNBUCKLES )UBLE STRAND WIRE TRUNK FROM GROUND 4RANCHE5 1RLAP FROM TOP OF :ER JITH EX, TOP601L IN R5, WATER UNTIL 5ETTLED ARDWOOD 5TAKE5 TWEEN BALL AND HOLE. 6EROSION AND SEDIMENT CONTROL LEGEND �\ - - -- — ,: 1 A , � � \ \ \ ��.� � - - � ,, �� \ EA5 E "�1 E NT --� -� TEMPORARY STONE A I CE \ 3.02 CONSTRJC ON CE ' 67�, � Zc� �� \ \ �� ENTPANGE 6R6.6' � r, Fi C LOGO 1 5 GN (TYP) MU o 3-4' �l)T SLOPE ACTS 4B SILT FENCE 5F---- A5 BE TO PREVENT � ILLUMI=N OF �\ T5 �cs �` 0 2 a \ \ \ 1 � i �� G) STORM DRAIN I ADJACENT ,, PARCEL - /� I 4 \ 3 07 r P / O \ �� a \ v INLE PROTECTION l ROADWAY f�OM I P� \ �e� � - I nT 1.� A n��- � ti -7, �> \ PARKING LOT 80'X100' A(':E� EASEMENT E�5\1(A[ BENEFIT LOTS 0 I I I x 659 9' TM# 64-11-14 DENNI5 W. 51N6HA5 ZONED, M-1 USE: UNDEVELOPED LANDSCAPE NOTES PERIMETER LANDSCAPIN6 REQUIRED 1 TREE/2,000 OF PAVEMENT (10,454 OF PAVEMENT) = 5 TREE5 REQUIRED 5 TREE5 PROVIDED (2 NEW MAPLE5 + 3 EXISTING MAPLES) INTERIOR LANDSCAPING REQUIRED 1 TREE/10 6PACE5 (15 SPACES) = 2 TREE5 REQUIRED 4 TREES PROVIDED CANOPY COVERAGE REQUIRED 25% OF LOT AREA = (2.026 AC*0.25) = 0.51 AC REQUIRED 0.52 AC PROPOSED = 26% 5% OF PARKING AREA = (10,454*0.05) = 523 OF REQUIRED 10 k PROPOSED NO WOODLAND5 ARE ON SITE U5E: UNDEVELOPED FLOW�LINE,=658.5' \V � SYMBOL QUANTIITY COMMON NAME BOTANICAL NAME COMMENTS 4 EXISTING MAPLES ACER 4" TO 6" CAL, 50' X40' ULT. A 13 It RED SUNSET MAPLE" ACER RUBRUM "RED 2" CAL. 134 B MAPLE 5UN5ET" 50'X40' ULT. B ' CHEROKEE PRINCE55' CORNUS FLORIDA 6' TO 7' B 4 B 4 DOGWOOD 'CHEROKEE PRINCE55" 25'X20' ULT, C 93 SEA GREEN JUNIPERU5 CHINEN515 "SEA „ 15 -18 CONT. JUNIPER GREEN" STORM INLET \\ ' \ TOP=672.5' 42"RCP INV IN=666 \ 5\ 54'RCP OUT \� \ TEMPORARY 0 DIVERSION DIKE 18" MIN. 41111 iii�iiiilliiliiji'� l 4 �t AMC" PO BOX 1567 17 W. NELSON STREET /IRGINIA 24450 PHONE 540-464 9001 FAX: 540 464-5N^ EMAIL PNO@PERKINS-ORRtSON.COMl. CONSULTANTS Ar mOLTH pF�kw 04 0 - #u MARGAWT N. 604MAN 5� Nb. 03 400 2 + Y ,< 0 t 0 \X �SIONAL �ir 4i JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN.- MR. WILLIAM HANKINS �2 13 04 PER REVIEW COMMENTS ® l2/23/0 PER OWNER COMMENTS MARK DATE —DESCRIPTION ISSUE: 12/15/03 CONTOUR INTERVAL: 21 DESIGNED BY: RHO DRAWN BY: _ _DW CHECKED 13Y: _ _RHO JOB NO: 03206 SHEET TITLE SHEET LANDSCAPE AND E&S PLAN GRAPHIC SCALE 0 30 -60 --_ 1'=30' C-104 5 5 PLATE 3.02-1 ID - C:\Land Projecte 3\2003\Q',208\dwg\C--SP-03208.dwg - Fri, 12 Dec 2003 - EROSION AND SEDIMENT CONTROL GENERAL NOTES PROJECT INFORMATION: 1.) LAND OWNER/DEVELOPER; E5-1) UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL SAI PROPERTIES, LLC FCSA CONSTRUCTION NOTES; 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH ER0510N AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND P.O. BOX 4205 THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS MAINTAINED ACCORDING TO MINIMUM STANDARD5 AND SPECIFICATIONS OF LYNCHBURG, VA 24502 OF THE FREDERICK COUNTY SANITATION AUTHORITY, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 434-385-6200 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION REGULATIONS VR 625-02-00 ERO510N AND 5EDIMENT CONTROL REGULATIONS, 2.) 51TE ZONED: M-1 BY, THE AUTHORITY. 3.) FREDERICK COUNTY PROPERTY IDENTIFICATION NUMBER (PIN); 64-11 -13 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE ES-2) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR PRELIMINARY STRUCTURE # ; 12 BRANCH BANKING DRIVE AUTHORITY'S INSPECTOR. TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 4.) TOTAL SITE AREA: 2.026 ACRES 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT 15 RE5PON5113LE FOR THE INSTALLATION OF WATER COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE TOTAL DEVELOPED AREA: 2.026 ACRES FINAL INSPECTION. 5.) PROPOSED USE: 2.720 OF OFFICE WITH 7,OF WAREHOUSE METER5 THROUGH 2" IN SIZE. BEFORE A PERMANENT METER 15 SET, THEY REQUIRE; 1)THE FRAME AND COVER 10N WITH A 6,902 5F FUTURE WAREHOUSE EXPAN51ON TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR: 2)THE FRAME AND COVER TO BE SET TO THE E5-3) A LAND DISTURBANCE PERMIT 15 REQUIRED PRIOR TO INITIATING ANY CURRENT USE: UNDEVELOPED FINAL GRADE OF THE LOT; 3)THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR TO BE SITE WORK. 6.) ALLOWABLE FLOOR AREA RATIO (FAR) = 1.0 BETWEEN 18 AND 21 INCHES; AND 4)ALL COMPONENTS OF THE METER BOX AOOEM13LY TO BE IN PROPER PROP05ED FAR: WORKING ORDER. IT 18 TIM b/TO W& IM MM WX A080ALY ES-4) A COPY OF THE APPROVED EROSION AND 5EDIMENT CONTROL PLAN TOTAL FLOOR AREA = 10,000 OF + 6,902 OF ADDITION = 16,902 5F = 0.39 ROV4115111 CoRrimy. SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ACRES 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES; 1 STORY BUILDING A) THE LOCATION OF THE 5ERVICE LATERAL 15 TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING E5-5) THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL FAR = 0.39/2.026 AC = 0.19 A5516TANT, AN APPLICATION FOR SERVICE MU5T BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 7.) REQUIRED PARKING B) THE AUTHORITY SHALL FURNISH AND INSTALL ALL R",J" AND 1" WATER SERVICES, SEDIMENTATION A5 DETERMINED BY THE PLAN APPROVING AUTHORITY. 1 6PACE/250 5F OFFICE AREA (2,720 OF OFFICE) = 11 SPACES C) FOR ALL 1j" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO 1 5PACE/ EMPLOYEE FOR WAREHOUSE (2 WAREHOUSE EMPLOYEES, INCLUDING THE PROPERTY LINE. THE CONTRACTOR 15 TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. E6-6) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER FUTURE EXPANSION) = 2 SPACES THE AUTHORITY WILL INSTALL THE METER. THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF-51TE 13 TOTAL SPACES REQUIRED D) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A 28 SPACES PROP05ED 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE LOCAL PLAN THERE ARE NO EXISTING SPACES ON61TE. A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP, APPROVING AUTHORITY. 8.) REQUIRED HANDICAP PARKING SPACES 26-50 TOTAL PARKING 5PACE6 ON B) THE DEVELOPER/CONTRACTOR MUST: (1)MAKE APPLICATION FOR THE TAP, (2)PAY DEPOSIT (BEFORE 51TE= 2 SPACES WORK BEGINS); WMAKE THE LOCATION OF THE TAP; WMAKE FINAL PAYMENT WHEN THE WORK 16 E5-7) ER06ION AND 5EDIMENT CONTROLS SHALL BE CONSTRUCTED AS A 2 HANDICAP SPACES PROPOSED COMPLETED. FIRST 5TEP IN ANY LAND DISTURBING ACTIVITY (MS-4), EARTHEN STRUCTURES 9.) LOADING REQUIRED; 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHALL BE 5EEDED IMMEDIATELY UPON IN5TALLATION (MS-5). 1 5PACE FOR STRUCTURES BETWEEN 30,000 OF AND 100,000 OF 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, 10,000 OF + 6,902 OF = 16,902 OF BUILDING, NO LOADING 5PACE REQUIRED AS REQUIRED, INSTALLED. THE ASSEMBLY MU5T MEET A66E STANDARD NO. 1015 OR 1013. A REMOTE READOUT E5-8) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO NO LOADING SPACE PROP06ED IS REQUIRED, DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE 15 REACHED ON ANY 10.) 51TE 501L TYPE 15 CLEARBROOK CHANNERY SILT LOAM (9G). 517E HA5 9. ALL FIRE LINES 5HALL HAVE A DETECTOR DOUBLE CHECK CALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED BEEN A BORROW SITE. SURFACE MATERIAL HAS BEEN REMOVED DOWN TO THE 13ACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE AOOEM13LY 5HALL MEET A66E 5TANDARD NO. 1048 OR WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT SHALEY SUBSTRATA. 1047. A REMOTE READOUT 15 REQUIRED. WILL REMAIN DORMANT FOR LONGER THAN 30 DAY5. PERMANENT STABILIZATION 11.) 51TE TRIP GENERATION PER ITE TRIP GENERATION MANUAL, 6TH EDITION: SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN LIGHT INDUSTRIAL= 6.97 TRIP5/DAY/1,000 5F (10,000 SF) = 70 TRIPS 51TE NOTES: ONE YEAR (M6-1). +6.97 TRIPS/ DAY/ 1,000 OF (6,902 5F FUTURE ADDITION) = 49 TRIPS 51.) ALL PAVING AND CONCRETE FLATWORK 5HALL BE A5 PER APPLICABLE SECTIONS OF THE VDOT ROAD AND GENERAL NOTES 119 TRIPS BRIDGE 6TANDARD5 AND 5PECIFICATION6. E5-9) ALL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH 5EDIMENT TRAPPING MEASURES (M5-2). 61.) EXISTING TOPOGRAPHY AND BOUNDARY FROM FIELD SURVEY PERFORMED BY �� , 62.) ALL FILL.5 TO BE COMPACTED IN 8 LOOSE LIFTS TO 98/a STD. PROCTOR. EXISTING SLOPES GREATER THAN PERKINS AND O150N, 4:1 5HALL BE BENCHED PRIOR TO PLACEMENT OF FILL. ES-10) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED G2.) THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION AVAILABLE INFORMATION. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR 63.) EXISTING 5LOPE5 GREATER THAN 4:1 5HALL BE BENCHED PRIOR TO PLACEMENT OF FILL. 5HALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT ER06ION AND FOR ANY DAMAGES THAT OCCUR BY HIS/HER FAILURE TO LOCATE OR 64•) SIGN PERMIT 15 REQUIRED. OWNER 15 TO SUBMIT 616N TYPE, HEIGHT AND DESIGN TO THE FREDERICK (MS-3). PRESERVE THESE UTILITIES. IF, DURING CONSTRUCTION, THE CONTRACTOR COUNTY PLANNING 4 ZONING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS ES-1 1) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A HE/SHE SHOULD NOTIFY THE ENGINEER AND TAKE NECE55ARY AND PROPER 55.) EACH PROPOSED OR EXISTING OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MANNER THAT WILL MINIMIZE ER0510N, SLOPES THAT ARE FOUND TO BE STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. ERODING EXCE551VELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL 63.) ANY DISCREPANCIE5 FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS ALL OUTDOOR PARKING LOT LIGHTING SHALL BE BUILDING MOUNTED, BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE OR ANY DISCREPANCIES OR AMBIGUITIES IN THE DRAWINGS 5HALL BE IMMEDIATELY PROBLEM 15 CORRECTED (M5-7). REPORTED TO THE ENGINEER, WORK DONE BY THE CONTRACTOR WITHOUT 56.) THE SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND PROPERTY LINE5 5HALL NOT EXCEED ONE-HALF DIRECTION AFTER THE DISCOVERY OF SUCH INCONSISTENCIES SHALL BE DONE AT (1 /2) FOOT CANDLE. SEE ARCHITECTURAL PLANS FOR DE51GN AND DETAILS OF EXTERIOR WALL MOUNTED LIGHTS. ES-12) CONCENTRATED RUNOFF 5HALL NOT FLOW DOWN CUT OR FILL SLOPES THE CONTRACTORS RISK. UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, C-4•) ALL CONSTRUCTION 5HALL CONFORM TO THE VIRGINIA DEPARTMENT OF FLUME, OR 5LOPE DRAIN STRUCTURE (M5-6). TRANSPORTATION STANDARDS AND SPECIFICATIONS. CONSTRUCTION OF SANITARY "A" "A" SEWER AND WATER SERVICE5 SHALL CONFORM TO THE FREDERICK COUNTY SANITATION grade 6' w minimum trench I }� 6" minimum E5-13 ALL STORM INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION AUTHORITY WATER AND SEWER STANDARDS AND 5PECIFICATION6, 5HALL BE PROTECTED 50 THAT 5EDIMENT LADEN WATER CANNOT ENTER THE LATEST EDITION, ��'�' 5TORM WATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR 65•) ALL CONSTRUCTION 5HALL COMPLY WITH THE AMERICANS WITH DISABILITIES form board (typ.) y;;?:; "D" ` machine excavation limit N1 Winchester Airport �4 t 09 Gc4 L __1555 11 , ndependence Rt. 1092 '500, g�� og 01 51TE 11 1 N5 ET MAP 1 1 -2000 OTHERWISE TREATED TO REMOVE 5EDIMENT (M5-10). E5-14) WHEN INSTALLING UTILITY LINE5, NO MORE THAN 500 FEET OF TRENCH ACT (ADA) REQUIREMENTS. 66.) CONSTRUCTION LIMITS SHALL BE PROPERTY LINE5 OR AS INDICATED ON THE Pam' I � AB BLDG ABBREVIATIONS ANCHOR BLOCK HP BUILDIN6 INV HIGH POINT INVERT 5' Min. MAY BE OPEN AT ONE TIME, AND EXCAVATED MATERIAL 5HALL BE PLACED ON G7.) ALL FINAL GRADING, SEEDING, 50DDING AND/OR PAVING SHALL BE DONE IN BC BOTTOM FACE OF CURB IN INVERT IN THE UPHILL SIDE OF TRENCHES (M6-16). SUCH A MANNER TO PRECLUDE PONDING OF WATER ON THE SITE. � f ". :': 'C" BM BENCHMARK IO INVERT OUT 68.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECE55ARY �� . �� CL CENTERLINE MAX MAXIMUM E5-15) ALL RIP -RAP 5HALL BE INSTALLED OVER FILTER FABRIC. PERMITS BEFORE THE START OF CONSTRUCTION. �� trench gate valve gate valve , bottom'% ;;t,, bedding CL CLA55 MECH MECHANICAL G9.) THE CONTRACTOR 5HALL NOTIFY MI55 UTILITY (1-800-552-7001) 48 & boxes �;�� & box undisturbed earth stone CMP CORRUGATED METAL PIPE MH MANHOLE E6-16 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN HOURS PRIOR TO EXCAVATION. TYPICAL SECTION CO CONC CLEANOUT CONCRETE MIN NIC MINIMUM NOT IN CONTRACT - APPROVED FILTERING DEVICE. 610.) THE CONTRACTOR 5HALL COORDINATE INSTALLATION OF ELECTRICAL, TEE, WYE, OR PLUG _ TELEPHONE AND CAN SERVICES, DI DROP INLET PVC BEGIN VERTICAL CURVE E5-17) ALL DISTURBED AREA5 ARE TO DRAIN TO APPROVED 5EDIMENT G1 1.) DISP05E OF TREES, STUMPS AND OTHER DEBRIS OFF SITE. In lieu of wood forming the fitting may be wrapped with polyethylene, and the concrete poured to completely surround *denotes hand excavation "D" = 12" min. for 10" and smaller pipe DIA DIP DIAMETER DUCTILE IRON PIPE PVC PVT POLYVNYL CHLORIDE END VERTICAL CURVE c CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND 612.) ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20" pipe EA EACH RCP REINFORCED CONCRETE PIPE E DURING 51TE DEVELOPMENT UNTIL FINAL STABILIZATION 15 ACHIEVED. SUCH AS WOOD, ROOTS, FROZEN MATERIAL ROCKS OR BOULDERS OF against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. EC EROSION CONTROL SHT SHEET SIZE OR ANY OTHER NONCOMPAGTING SOIL MATERIALS. ELEV ELEVATION SF SQUARE FEET co E6-18) SILT FENCE, SILT TRAP AND CHECK DAMS 5HALL BE CLEANED OUT (313,) A PERMIT MU5T BE SECURED FROM THE VIRGINIA DEPARTMENT OF CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS '6" minimum EP EDGE OF PAVEMENT 5TR STRUCTURE WHEN 5EDIMENT REACHES ONE HALF THE HEIGHT OF THE BARRIER AND TRANSPORTATION BEFORE ANY WORK 15 PERFORMED IN A STATE RIGHT-OF-WAY. WHENEVER DIRECTED BY THE COUNTY EROSION AND SEDIMENT CONTROL 614.) THE CONTRACTOR 5HALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS OFFICIAL, SEDIMENT 5HALL BE IMMEDIATELY STABILIZED UP GRADIENT OF AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC EROSION AND 5EDIMENT CONTROL MEASURES, RIGHT-OF-WAY. IT 15 THE CONTRACTOR'S RE5PON51BILITY TO CLEAN STREET5 AND TO ALLAY DUST AND TAKE ALL MEASURES NECE55ARY TO ENSURE THAT THE E5-19) ALL MEAOURE5 5HALL BE UTILIZED AND CONTINUOUSLY MAINTAINED ROAD 15 MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIME5 DURING THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AND DENUDED AREAS DURING CONSTRUCTION, ARE STABILIZED, NO AREA 5HALL REMAIN DENUDED FOR MORE THEN THREE 615.) DIMEN610NO ARE FROM THE EDGE OF PAVEMENT OR FACE OF CURB CALENDAR DAY5 WHEN CONSTRUCTION 15 NOT IN PROGRE58, UNLESS OTHERWISE NOTED, SPOT SHOTS ARE TOP OF CURB ELEVATION UNLE55 OTHERWISE NOTED. E6-20) THE CONTRACTOR 5HALL INSPECT ALL EROSION CONTROL MEASURES 616.) PAINT HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON WEEKLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT, ALL DRAWINGS. TRAFFIC MARKINGS ON ASPHALT PAVEMENT 5HALL BE YELLOW FOR Pipe Dia. Plugs, Wyes & Tees 11 1/4° and 22 1/2° Bends 45° and 90° Bends A B C A B C A B C 6" 1 '-0" 0'-9" 1 '4' 0'-9" U-9" 0'-9" 1 '-3' 0'-9" 1 '-9" 8" V-3" 0'-9" 1'4" U-9" 0'-9" 0'-9" V-6' 0'-9" 2'-3" 10" V-6" 0'-9" V-6" V-0" U-9" 1 V-3" V-9" U-9" 2'-6" 12" 1 '-9" 1 '-0" 2'-6" 1 '-3" 1 '-0" 1 '-6" 2'-0" 1 -0" T-O" 14" 2'-0" V-0" 3'-0" 1'4' 1'-0" V-6" 2'_6" V-0" 4'-0" 16" 2'4" 1-0" 3'_6" 1'-6" 1-0" 2'-0" 2'_9" 1-0" 4'-6" 18" 2-6" 1-3" 3'-9" 1 '-6" 1-3" 2'4" 3'-0" 1 '-3" 4'-9" 20" 2'_9" 1'-6" 4'-0" 1'-9" V-6" 2'-0" 3'_3" V-6" 5-0° °P E5 END 5ECTION 5W t)IDEWALK EX EXISTING T TOP ,.;,.; ; ';: >i;.; •.; ^.: 's:';:: ,:;.,.,.<.: ..� FB FACE OF BUILDING TC TOP BACK OF CURB •• FF FINISHED FLOOR TYP TYPICAL ; : 4 ELEVATION VB VERTICAL ICAL BEND . FH FIRE HYDRANT VDOT VIR6INIA DEPARTMENT GJ GATE VALVE OF TRANSFORTATION car - HB HORIZONTAL BEND WWK4 WELDED WIRE MESH casing pipe or HOR HORIZONTAL W/ WITH tunnel liner Wti' WATER VALVE LEGEND. EXISTING NEW DE5CRIPTION r "Al Existing Ueee within 500 of property: Deeignation Uee ® Office ® Bank Office ® Undeveloped - oNuuw o 1occ f fv�c� ci f� ocaf NECESSARY REPAIR5 OR CLEANUP TO MAINTAIN THE EFFECTUENE65 OF THE AREAS 5EPARATING TWO WAY TRAFFIC. TRAFFIC MARKINGS FOR HANDICAP EROSION CONTROL DEVICES 5HALL BE MADE IMMEDIATELY. PARKING 5PACE6 AND ACCE56 AISLES SHALL BE BLUE. ALL OTHER PAVEMENT S - BUILDING WALL NOTE: MARKINGS 5HALL BE WHITE. PAINTED LINE5 5HALL BE 4 INCHES WIDE. TRAFFIC 11 1/4° THRU 90° BENDS _ 1. Separation of carrier pipe from casing pipe shall be by E5-21) ALL TEMPORARY ER06ION AND 5EDIMENT CONTROL MEA5URE5 5HALL BE MARKINGS 5HALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT _ - --�- CONC WALKS - manufactured steel and/or plastic casing spacers REMOVED WITHIN 30 DAY5 AFTER FINAL 51TE STABILIZATION, OR AFTER THE OF TRANSPORTATION AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICE5 1340 - 1 -401 CONTOUR5 MEASURES ARE NO LONGER NEEDED (MS-18), STANDARD5 AND SPECIFICATIONS, galv.n rods over fittings and ---�-�-- 2. spacers shall be placed on spigot end within 6 inches of UTILITY PROVIDERS: •• G17,) TRAFFIC CONTROL SIGNS 5HALL BE INSTALLED IN ACCORDANCE WITH THE embedded bedded in concrete thrust blocks. 6� ��POT ELEVATION connection to bell; then 2 spacers evenly placed on length FREDERICK COUNTY ADELPHIA CABLE ALLEGHENY POWER LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM � � ,� x 1,350 6 + 50 SECTION of pipe SANITATION AUTHORITY 1039 N. FREDERICK PIKE MAIN OFFICE TRAFFIC CONTROL DEVICES 5TANDARD6 AND SPECIFICATIONS. _ _ _ = 5TORM SEWER P.O. BOX 1877 WINCHESTER, VA 22603 P.O. BOX 1392 618.) SEE ARCHITECTURAL PLAN FOR UTILITY STUB OUT LOCATION5 4 ROOF FITTING SIZE ROD SIZE NO. RODS EMBEDMENT SIZES REQUIRED WINCHESTER, VA 22604 540-667-0364 FAIRMONT, WV 26554 DOWNSPOUT LOCATIONS. 12" & LESS 6 2 30" o -�- 0 5ANITARY 5EWER MANHOLES 540-668-1061 LOCAL OFFICE 480 SHADY ELM RD. 619.) DE61GN PROFESSIONAL LIC. IN VA SHALL SEAL THE STRUCTURAL PLANS ' f %` 0 SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF fT�f� ' F Concrete : ; ; ' 14" - 20" 8 2 36" GAy CARRIER PIPE CASING PIPE DIA. (") DIA. (") WALL THICKNESS (") WINCHESTER, VA 22602 rf.a'...' - WATER LINE VALVE E FIRE HYDRANT 5HENANDOAH GAO VERIZON CHAPTER 17 OF 50CA SHALL,APPLY TO THIS TYPE OF STRUCTURE. (501L5 ��`� 4 or less 12 - .250 I 350 HILLANDALE LANE 404 HILLANDALE LANE 800-255-3443 CONCRETE, STEEL, ECT.) Fitting 6 - 16 .250 Volume of thrust block in cu. yd. 5TEPHEN6 CITY, VA 22655 WINCHESTER, VA 22602 540-665-3156 620.} BUILDING PERMIT AND PLANS 5HALL BE REQUIRED FOR ALL 51GN5 AND VERTICAL BENDS size 11-1/4° 22-1/2° 45° 90° -1 8 18 .375 540-669-1111 FENCES THAT EXCEED 6 IN HEIGHT, stone bedding �; 6" - - - 1.3 --�;�- UNDERGROUNC ELECTRIC LINE 10 20 - .375 SEEDING REQUIREMENT5 8" - - 1.1 2.3 - --EE- - OVERHEAD ELECTRIC LINE 12 24 .250 WATER SERVICE LATERALS TEMPORARY SEEDING - T5 RATES PER ACRE: WINTER; 40 LBO. ANNUAL RYE AND 40 LB5. CEREALE RYE 10„ - - 1.8 3.7 - -G- - GA5 LINE 14 .375 a) Casing pipe shall be SCH 40 PVC or SDR 21 24 SUMMER: 40 LB5. ANNUAL RYE AND 40 LBO, FOXTAIL MILLET THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 EDGE OF PAVEMENT 15 24 .375 b) 3" diameter pipe for 1" service lines FERTILIZER: 1500 LBO. OF 10-16-10 PER ACRE LIME: 2 TONS PER ACRE UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 - - - - CURB AND GUTTER (CG-6) 16 30 - .500 c) 6" diameter pipe for 2" service lines 0 VDOT GENERAL NOTES: AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - _ PERMANENT 5EEDING - P5 5EA50ML RATE5 PER ACRE: V1.) ALL WORK ON THIS PROJECT 5HALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT 18" 1.4 3.2 6.3 - P.EVERSE CURB AND GUTTER (CG-6R) 20 36 .500 d) no spacers or sand fill to be installed FEB 1 TO MAY 15: MAY 16 TO JULY 31: OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATION5 AND STANDARDS, THE VIRGINIA EROSION 20" 2.2 4.5 7.8 - TRANSITION FROM CG-6 TO 06-6R 21 36 - - .500 100 1_135, TALL FESCUE 120 L135, TALL FESCUE AND 5EDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATION5 APPLICABLE, 24 36 .500 15 LBO. ANNUAL RYE 10 L55. FOXTAIL MILLET IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE 5TANDARD5, SPECIFICATIONS OR PLANS, THE MOST CONCRETE THRUST BLOCKING --,X---El B B FENCE ( for larger pipe use tunnel liner ) 2 LBO. RED CLOVER 2 L55. RED CLOVER STRINGENT 5HALL GOVERN, Figure 2 TREELINE HIGHWAY CROSSING Revised AUG. 1 TO SEPT. 15 SEPT, 16 TO FEB. 28: V2.) ALL CONSTRUCTION 5HALL COMPLY WITH THE LATEST U,S, DEPARTMENT OF LABOR, general backfill Figure 3 Oct 03 100 LBO. TALL FESCUE 120 LB5. TALL FESCUE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND V06H RULES AND REGULATIONS, �'- general backfill (see note) general backfill general backfill g 15 LB5. ANNUAL RYE 20 LBO. CEREALE RYE :::•:.::::::• V '�••::•:��:•::•< 3.) WHEN WORKING ON VDOT RIGHT-OF-WAY, WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT....,•......::::::::::::::.:.�::::::::::::::•: ................:: •:: • (see note) ::::::::::::....:::::::.�:::::::::• , ::::::. . �::•.�:•:::;::•. ��• .r.� ,,..,.,.. :..::.�:::...::.�.�.::....:......................... (see note ) ., ��-------� note) (see o e) -�.. 2 LBS, RED CLOVER 2 LBS. RED CLOVER OR TEMPORARY, 5HALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK SEEDING RATES AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MU5T BE ?:"o:o:'::::` STANDARD FOR ALL SEASONS (GENERAL 5LOPE5 3:1 OR GREATER)G CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDE 8 8" 108 LBO. KENTUCKY 31 FESCUE 2 LB5, RED TOP GRA55 SPECIFICATIONS, SECTION 104.04-C. �'""'"''"""""`'`"""" `.' ' ' ' ' "" concret 20 L55 CROWN VETCH 20 LBO OTHER V4.) THE DEVELOPER SHALL BE RE5PON5113LE FOR RELOCATING, AT HI5 EXPENSE, ANY AND 24" select backfill (30% HARD SEED IF PLANTING IN DEC., JAN., OR EARLY FEB.) ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLER5, ETC. (see note) OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE a SOIL AMENDMENTS (ANY SEASON DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN i FERTILIZER: 1500 L135. OF 10-18-10 LIME 2 TONS PER ACRE CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS i 6" A MULCH COVER IS REQUIRED ON EVERY 5EEDING: DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. O.D. O.D. STRAW BALES AT 60 BALES PER ACRE OR AN APPROVED MANUFACTURED MULCH/STABILIZATION MATERIAL V5.) DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULAl10N8, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY SITE INDEX: ADDITIONAL EXPENSE INCURRED A5 A RESULT OF ANY FIELD REV16ION WILL BE THE L 6„ RESPONSIBILITY OF THE DEVELOPER. C-100. COVER SHEET stone V6.) PRIOR TO INITIATION OF WORK, THE CONTRACTOR 5HALL BE RE51PON515LE FOR ACQUIRING C-101, DETAIL SHEET ALL NECE56ARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. STANDARD Q C-102. DETAIL SHEET V7.) IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MU5T BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, C-103. LAYOUT & UTILITY PLAN VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. C-1 4. LANDSCAPE AND E&S PLAN V8.) THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK 15 TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL AL50 REQUIRE 48 HOUR5 NOTICE FOR ANY IN6PECTION. 8" I" select backfill ee note) 6" stor 112 O.D. A CONCRETE ARCH CONCRETE CRADLE NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 I" V select backfill ee note) 6" 1/2 O.D. A [00 concrete CONCRETE ENCASEMENT L rpew d I" select backfill =` ee note) Ga; , d� 1rf ; R nWEE. PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAU PNO@PERKINS-ORRISON.COM CON5ULTANT6 TH- OF 'PXA9rT1H. COSSMAN 1 t tz. P3640P 7,l3 1 1Qt 10NAL SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS Al 1 / 16/04 P RE REVIEW COMMENTS 13/04 PER REVIEW COMMENTS s MARK DATE ; DESCRIPTION 155UE: 12/ 15/03 CONTOUR INTERVAL: 21 - DESIGNED BY: _ RHO DRAWN BY DW --__- n CHECKED BY: RHO SHEET TITLE 6" APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINI5TRATOR APPROVAL DATE 61TE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL Al SHEET - COVER SHEET GRAPHIC SCALE �q.��k.��Yi"'yYs,`3'fl- is 'C'B�fG:•:, �`-":E'C,I�N C-100 SHE`, NO sip OF 5 I D - C \Land Pro ject5 3\ 2003\ 03205\ dwq\ C - 5P - 03208.dwq - Fri, 12 Dec 2003 - 14:.35 01-1 1/2 SECTION CAST IRON - V2 SECTION STEEL NOTES 2'-7, I. 21/2" >c 2112" x Yd' 1. UEPTH OF INLET IH) TO RE SHOWN ON PLANS. Lugs to be _N cost With Collar fSr [� �1 I1 A N ~ � N ---- A Optional ^' Brace Ribs < r • 3'/2'I CAST IRON 66 { 3 Its. including lugs Inn,; I { i 10'-4" (onq T TH UTFAL FOR C,EPTH GREATER THAM K) USE STANDARD Dl- IA / g 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY One welded joint FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DEIERMINED BY THE CONTRACTOR FROM FIELD CONDIr10NS. Weld all 3. WHEN SPECIFIED ON THZ PLANS THE INVERT IS connectors TO BE SHAPLU IN ACCORDANCE WITH STRIDARD to Collar M-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INODENTAI- TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE" 191f2" Lugxs 4"D _ fz x q' a. IN THE EVENT THE INNER OF £ Q L PIPE 15 HICHER THAN THE BOTTOM OF THE Stud Shear STRUCTURE, THE INVERT Or THE STRUCTURE connectors SHALL BE SHAPED WITH CEIUENT MORTAR TO 4 2 --------- 3/a" ^1 F 12" 9�/7" PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING PLAN t o AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID CGrote Removed) N — PRICE FOR THE STRUCTURE. _., Z% SECTION 0-8 5 STEPS ARE TO BE PROVIDED WHFN H IS C-C" OR CREATER• FOR DETAILS SEE STANDARD SI-1, DIMENSIONS FOR COLLAR DETAIL 6. IRIS ITEM MAY BE PRECAST OR CAST-14-PLACE. CAST IRON ONLY 7. # 4 X d" 5MOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT y'Y D TO ABUTTING CONCRETE TO PREVENT 4'-2" Hardware Cloth 2'-6" SETTLEMENT• IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE. STANDARD Z -7 �3" Dipmeter1 T•DI.3, 4 FOR ALTERNATE DESIGN, weep holz S N t 8 -�� v 8. 3" DIAMETER WEEP HOLE WITH 121IX12" PLASTIC eb _ee o e to,n ,O..a a- • a C a'n a _4" depot Aggr- ?n oo N Collor #5B, # 78 or 48 x 6' width iv �i iv M 12' 1S„_18' or 24' NN Nq I A D D L P HARDWARE CLOTH r/4" MESH OR GALVANILEP STEEL WIRE, MINIMUM WIRE DIAMETER 0.03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE, jC 111 9. CAST IN PLACE CONCRETE IS To BE CLASS A3 JJJ (3000 PSI). PRECAST CONCRETE IS TO 6F N 4C00 PSI. 10. ANY ALTERNATE METHOAS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE 5VSSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON - SECTION A -A 4•. CON 'RETE QUANTITIES FOR MIN. DEPTH 17" concrete pipe - 1.440 Cu. Yds. Concrete r SECTION D - D 15" concrete pipe - 1,528 Cu. Yds. Concrete SECTION v_ C is" concrete pipe • 1,620 Cu. Yds. Concrete 24" concrete pipe 1.817 Cu, Yds, Concrete CRATE DETAIL Add C.469 Cu, Ydsper additionaltoct of depth. APPROXIMATE WEIGH] Cost Iron Crate 363 ± 18 Ibs --J -� SYANDARD DROP INLET RFFEEA 12" - 24'' PIPE: MAXIMUM DLPTH (H) _ 10' 233 10d.Ot VIRGINIA DEPARTMENT OF TRANSPORTATION 302 STANDARD DI-1 FRAME TOP & GRATE A4 BARS 04'' C-C I �IN All 4'-101, A DIAGONAL BAR 6��O��D��N TYPCCO AL ------ - - - 4'-IC" DIAMETER DI-' 1A PC ALTERNATE TUN , 61, L a' ' a' Dawrts 12 A 5 BARS HOOD LBS. 5' LONG (WITHOUT GRATE? �I (153 L NOTES t SEC GENERAL NOTES PRECaS7 FOR ADDrTiONAL DETArLS. 2- CONCRETE TO BE 4000 PSIMINiMUM. NQTLS: 3' REINFORCING STEEL IN ACCORDANCE WITH ASTM C-47t3, A5TM A-497 1• TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (RFINFORCENG BARS), APPROVAL (?F THE ENGINEER. JoiNT5 ARE TO BE SEALED WITH MORTAR, OR 4 CONCRETE COVCR AND GRATE ARE ]0 BE FURMSHEO AS A SINGLE UNIT. 0-RING GASKETS OR BUTYL RUBBER, 2- ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5 SEE STANDARD DI -I, IA FOR DETAILS OF FRAME AND GRATE, 6. DIMENSIONS SHOWN ARE mimmuM. ACTUAL ptMENSIpNS MAY VARY WITH ALTERNATE JOINT DETAILS MAWFAC'ORER, SI STANDARD PRECAST TOP UNITS VIRGNIA DEPARTMENT OF TRANSPORTATION 10s.43 RECOVMENDED MINIMUM i HEIGHT CHART PIPE SQE. H D1MEN51ON CONCRETE CDRR. METAL 2'-8" 2t" 3'-3 41 - 3 2 3'-7" 3,-5" ALUMINUM %L5 FOR CEDAR, CALVANIZ`- NAIL5 FOR TREATS REAR VIEW 1 x6 4x4 r,RauT --y-1 1 2-4" 5PACE 1 0 MTV(, l'U51 bVACIN& —2) T OP VIEW / FRONT 7 1x6 4x4 2-3" DIRT 6ACKFIL WOODEN PRIVACY FENCE (NO SCALE) thrust block stone t °•o a ••,aova000 8g8•Se8 ° •°°° 1 3" dia. schedule 40 steel pipe filled with concrete and painted yellow ' 18" dia. concrete encasement 7' C BOLLARD DETAIL direction of setting to be approved prior to installation — as requirea 2" min. - 6" max. 4" stone stone to be minimum of 6" above top of base °a o0 stone - ei is°°°oaaoa II ovoaoe,,oe megalugs , SDR 35 spigot SDR 35 spigot by by gasketed - - SDR 21 gasketed bell 45' bend bell adapter (see note) 3' minimum I SDR 21 gasketed pipe and fittings SCH 40 solvent - weld cap property line PT/ SDR 35 8"x4" gasketed bell wye (see note) I EXISTING STORM SEWER CONNECTION DETAIL NO SCALE 0 ,;:.4..,.i.:..•., ya'�^W: �.ir h'N .:t�•i w.:M�t,•r'It:.k.- SPRING LINE OF PROPOSED PIPE TO MATCH SPRING LINE OF concrete pad 1' 6" sq. x s" deep EXISTING PIPE /�— ��' 42' 5'-------- — RCP -� location marker 136" min. \ cover \ \ P P. 12" SPRING stone - -. D�°O°�°�°�°�°�°- °°°°o °°°°°°°°°°°°°°°°°°ol.° RCLINE •n: / OOOOOO Oo°o00°O°°°O°O°O°O O ,-lr:4•'•''t' D 0 0 0 0 0 0 0 0 0 . . . . . . . screw type SAW CUT AND adjustable REMOVE PORTION OF / valve box EXI5TIN6 PIPE �~.'E• treated 2"x 4" with ` top 6" painted green - locator marker PATCH JOINT WITH NON -SHRINK GROUT r ° 4" pipe at 2.00 /° mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER -- - j METER SIZE METER BOX METER BOX COVER 1 Non Traffic M32C-PW 1 5/8"x3/4" or 3/4" 18 in. Dia. i- Traffic A32HH - T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) l Traffic30 (Frame) WITH RML-12-T (Top Lid) sidewalk Meter Size Copprsetter e 5/8" x 3/4" A-C3635-01 w% 7 %2" Opening i 3/4" A-C3635-01 w/ 7 %2" Opening 1 " A-95319-06 w/ 10 Sid' Opening 18"-21 " 3" stone — surrounding box 8"-10" 1" U 15 polyethylene tubing (PET) 200 psi with SS inserts at all connections treated 2"x 4" with meter box top 6" painted blue and cover \ 511 \ _ 24" saddle with Corp stop stone meter by F.C.S.A. COPPERSETTER COMPONENTS meter �! service line copper -Inlet- -Outlet- size herghticonnection bar tubing size Angle Ball Valve Angle Check Valve li 5/8"x3/4° 18" D 31014- 4 1 '/e „ O.D. I BA13-332 W-SN HHCA31-323-TV-SN I'I w/ SS1lnsert w/ CSB-43 w/ CSB-43 3/4" 18" - D-3101 ------------- BA13-332 W-SN HHCA31-323 TV-SN w/ C14 -44 44 1 Ye O D w/ SS Insert w/ CSB-43 w/ CSB-43 1" 18" D 31014-12 1 '/e „ O D BA31-444 W HHCA31-444-TV w/ SS11n e w/ CSB-44 181, 1 12" 1 O.D. 6" 1" coupling ' (PJX FIP) C14-44 with SS insert and MIP plastic plug INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street. a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from core. stop to into the meter box (wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION SPACE 4" ANO WT COVER) Revised Figure 5 Oct 03 Note: It top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 R cast iron cleanout cap with brass j' plug must be 8" from the top of the screw type adjustable box finished grade o 81' square concrete skid pad r 20"x 20"x 6" deep - cast iron cleanout cap with brass C7 VALCO, Inc plug having a countersunk square Fig. No. 71 BOB -- 1`31I\Vt47� �: ;} 9' head Panella Model PA4SV CSK (4") 1' with lid marked �OV "SEWER' -- SDR 21 - cleanout pipe bottom section------� of box brick base I SDR 35 spigot by SDR 35 . SDR 21 gasketed .�. ,`. :bell adapter ,... gasketed bell wye sanitary (see note) :` :Y',, SDR 35 gasketed -- sewer main SDR 21 x v • 'x.."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 Revised Figure 17 Oct 03 concrete pad -- V-6" sq. x 6" deep i 4" stone --� screw type adjustable valve box 48" min. -- location marker stone valve megalugged --megalugs � to main 7 megalug 000 0 ova°° thrust block 18" to 24" 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 O Q ORRISON PO BOX 1567 17 W NELSON STREET LEXINGTON, VIRGINIA 24450 i I PHONE 540-464-9001 FAX: 540-464-5009 EMAIL PNO@PERKINS-ORRISON COM CON61JLTANT5 18" Ar J><Alr�,NITH OF"� #v MARGARET H. COSSMAN :P1, No. 036400 =sIONAL i� JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN., MR. WILLIAM HANKINS �2/13/04 PER REVIEW COMMENTS I I i MARK DATE DESCRIPTION 155U E: 12/15/03 CONTOUR INTERVAL: 21 _DESIGNED BY: RHO_ _ DRAWN BY: DW- - - CHECKED BY: RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE -��--- -- , NTS sHrrr C-101 �nEE� N_ 2 5 ID - C:\Land Projects 3\ 2003\ 03208\ dwg\ C - �P - 03208.dwg - Fri, 12 Dec 200,5 zlz 1- CG-12 A PERMISSIBLE CONSTRUCTION ��, 3'- 4, MAIL � N e11' B �L z 'fs Hj B ED DOMES 0 7" WHERE STD.CG-3 OR CG-7 15 USED. B,-0„ W-D" STD. CG-2 8" 1211 MAX. 41ST1 MAX. OR C6-13 201 1--, F I w, MI5 DOWELS, 5" LONG 0 12" C-C ,—PERMISSIBLE SECTION A -A oPE=T MAXIMUM SECTION SECTION S-B A 4'S0UARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL K PROVIDED. < Y (A I) A-17► Ian �ir I T CROSSWALK w �j �110 a N' �• n n V� n TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION . WITHIN CROSSWALK WITHIN CROSSWALK TM + 1 TYPE A (PERPENDICULAR) APPLICATION WITH BUFFER STRIP) ALTERATIONS THIS OEStGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES III SIDEWALK. LANCING {48" WOE) REDUMED AT 70P OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTES= CONSTRUCTION, 6 FEET FOR ALTtRATIONS. i 1)IA L DETECTABLE WAR"G TO BE CLASS A-3 CONCRETE ICLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR By 2 FOOT IN LENGTH N THE DIRECTION OF TRAVEL. OTHER TYPES OF MATERIAL. WITH THE TRUNCATED DOME DETECTABLE WARNING WAY BE USED WITH THE APPROVAL /11 DMA. OF THE ENCA\EER. TRUNCATED DOME 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TM-WATED DOMES, TRUNCATED DOMES TO BE STAMPED IFCAST-IN-PLACE OR PRECAST INTOP SURFACE. THE COLOR OF 7H'E DETECTABLE WAnNPbG SECTION SHALL, BE A QE T AIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 3. SLOP603 SIDES OF CURB RAMP MAY BE POURED HONOLITHICA.LY WITH RAMIP FLOOR OR BY USING PERMASSJGLE CONSTRUCTION POINT WITH REQUIRED BARS, 2}�" C C TRUNCATED DOME 4. F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BURS SO THAT ADJOIINING FLARED) SIDES O 0 CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. O O O O O 0 O O O O O O 5. REWIRED 8M5 ARE TO BE NO, 5 X 8" PLACED T CENTER 70 CENTER ALONG BOTH SIDES OF THE R/y,1P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLOOR, MC -DEPTH OF RAMP FLOOR. 10INDAU a CONCRETE COVER %". 6. CURQICURB AND GUTTER SLOPE TRANSIWONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT C-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR CURS/CURB AND GUTTER, 0 0 0 0 0 O g 0 0 0 0 0 0 4 4 0 7. WHEN USED INCONJUNCTION WITH STAJ�IDARD CG-3 OR CG-7, TK CURB FACE Old THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB Af,10 CONFTGUIRATION. O 0 O a O O O O O O 0 O 0 0 O S. CURB RAMIPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGGINEER. THEY ARE TO 0 0 0 0 0 O O O a 0 0 0 0 0 0 BE PROVIDED AT IN7ERSECT►pNS WHEREVER AN ACCESSIBLE ROUTE WITRN THE RIGHT OF WAY OF A HGHWAY FACILITY CROSSES A CURB NEGAROLESS OF WIt7HER SIDEWALK A EXISTING, PROPOSED OR NONEXSTENT. THEY o a 0 4 0 0 0 0 a a o a a a a " SHOULDCN07DBEILOCATED THYWANTS, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DEHINO VE)44CLE STOP LIMSES. E S7 GLLIGHTOPOLE$ FIRE DPW INLETS. ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, D O O 0 0 0 0 0 0 0 0 O O O O STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACLITY THAT CAN BE APPROACHIE0. ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. VARIABLE — Ym uMUM, ---� 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY uM1iS Ill THE LIMITS OF THE CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCAIdOT ACCOMMODATE THE tURANG EOUIJREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CDNCRETE SIDEWALK DEPTH SHOULD BE INCREASED CG,-12 DETECTABLE WARNING SURFACE Al V.3103 TYPE A (PERPENDICULAR) APPLICATION 203,05 VIRGINIA DEPARTMENT OF TTiANSPQRTATION as 502 CG•11 o I xs STREET APPROACH SAME A SURFACING AS MAINLINE # (RADIUS TO 6E A5 ROAI]WAY I a � SHOWN ON PLANS) C C (RADIUS TO BE AS 4- b. B rRAIDIAL OMBLNAr N ;r10WN ON PEANSr ANO GVTTLR. CG•6) ,= j GLASS A3' \ `e •.~e, d. — SIDEWALK-- 6" / I OPTIONAL 6' CONCRETE FLOW LINE - i Lp I - - EXPANSION JOINT - f I EXPANSION JOINT C> _ SECTION C-C NOTE • WIDTH 'B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A yJ I !� PLAN VIEW ' Z CONSTRUCT GRADE CHANGI S WITH A PARABOLIC CURVE. rC7� WHEN THE ENTRANCE. RADII CANNOT ACCOMMODATE '4 THE TURNING R£QLIREMENTS OF ANTICIPATLO HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDLWALK 6 CURB RAMPS WITHIN THE LIMIT5 Of THE RACIISHOULD BE EDGE OF SHOULDER CR 8 X MAX. Q INCREASED TO 7", LOPE CHANGE OPTIONAL FLOW LINE LWHEN ST'D, CG-II IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY �'�— " " -" — — -� �— -- — IN CONJUNCTION WITH VODI PROJECTS. PLEASE 8 X MAX. D NOTE THE FOLLOWING: SLOPE CHANGE 5' MIN. a0 MIN. FOR STREE r XX MAINLINE PAVEMENT SHALL SE CONSTRUCTED CONNECTION TO THE R/W LIN£ IEXCEP'T ANY SUBCRADE 4'DIESIRABLE FOR COMMERCIAt STABILIZATION REOUIREO FOR MAINLINE PAVEMENT WHICH CAN HE OMITTED IN ENTRANCE THE ENTRANCE.) SE- C T I ON A- A RAOIAI CURB OR COM81NATION CURD BE GUIDELINES FOR GRADE CHANGE D BEOYONDiTER THE R/WLLNETEXCEPT FORUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CC-7, THE CURB FACE ON THIS --- STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNIAHLF. CURB CONFIGJIRATION. HIGH (MORE THAN 1500 VPD) 0 X 3 X 'MEDIUM c500-1500 VPD1 43 X 6 X SEE STANDARD CG•12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) S 6 X 0 % PLANS ARE TO INDICATE WHLN CONSTRUCTION OF A FLOW LINE IS RLOUIRLO TO PROVIOE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. S�- YECIFICATIOrl - �4-- REFERENCE METHOD OF THE ATMENT - �'"�-�-- 0 CONNECTION FOR S1 REET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203,04 REVISED ON 3/03 ¢ o ---r'—-�{12.1 MAX.) (12* 11 A -•�- SSIBL E TRUCTION JOINT B CROSSWALK I lilCROSSWALK I A �� TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7' WHERE STD. WITHIN CROSSWALK CG-3 CG-7 LS USED. NOTES @6" STD, CC 2 THIS DESIGN INCCRCPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM 5T0. GG 2 OR CG 6 OR CG-6 DIMENISIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. CURB RAMP FLOOR TO 9E CLASS A-3 CONCRETE SCLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL. 20 ! 1 48 c 1 MAX. 4_ OILVECTABLE WARNING SURFACF COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE - 4" PRECAST OR CAST W PLACE). THE OETECTA91LE WARNING SHALL 8E PROVIDED BY AN EXPOSED AGGREGATE �T FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. T SICPNG SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OUR BY USING PERIASSIBLE: CONSTRUCTION JOINT wITH REOUIRED BARS. SECTION A -A 1F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED •S DOWELS, 8" LONG SIDLS CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 0 12" C-C PERMISSIBLE SLOPE 124 CONST. JOINT BE CLASS A-4, REQUIRED BARS ARE t0 SE NO. 5 X 8- PLACED 1' CENTER TO CENTER ALONG 607H SIDES OF THE RAMP MAXIMUM FLOOR. miD-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'�2"• -Will CURB RAMPS WILL eF MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR )HYDRAULIC CEMENT -- ., CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALx, COMPLETE -IN -)'LACE. - CURE3/CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT - - --- — S E C T iO N B- B FCR CURB/CURB AND GUTTER. WHEN USED IN CON.;UNCT10N WITH STANDARD CC 3 OR CG-7, THE CURB FACE ON THIS STANOARO IS TO BE ADJUSTED TO MATCH THC MOUNTABLE CVRB AND CONFIGURATION. o�•o. CURB RAMPS ARE TO BE LOCATED A5 SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. CURB o.o. LIMITS OF EXPOSED AGGREGATE SIDEWALK ARE TO BE PROVIDED AT LNTERSFC.TIONS WHEREVER AN ACCESSABLE ROUTE ffil WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, 39 ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEOES[MAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCtED, STA412ILE, FIRM AND SLIP RESISTANT OR AS DIRECTED BY THE ENGINEER, AND S40UL0 NOT BE LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING ALL A(XESSIOLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACtMENT. FAMI_ITY THAT CAN BE APPROACHED,ENTEREO AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. `REEERE` E1►xE 4CC PARK FL CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION A WINCHESTER REGIONAL AIRPORT NOTE5: 1.) THE PROP05ED BUILDING AT THE HEIGHT AND ELEVATION SHOWN, AND ANY FUTURE BUILDIN65, SHOULD NOT EXCEED HEIGHT RESTRICTIONS IN THE VICINITY WHICH WOULD IMPACT AIRPORT OPERATIONS. 2.) DUE TO THE CLOSE PROXIMITY OF THE PROPOSED BUILDINGS TO THE AIRPORT, ALL OUTDOOR LIGHTING AT THI5 SITE SHALL BE OF A 5HIELDED TYPE TO MINIMIZE POSSIBLE LIGHT POLLUTION ON AIRCRAFT ENTERIN6 THE PATTERN FOR RUNWAY 32, 3.) DUE TO THE PROXIMITY OF THE 51TE TO THE APPROACH ZONE FOR RUNWAY 32, OUTSIDE BURNING 5HALL BE PROHIBITED AND DEBR15 REMOVED FROM THE SITE. 4.) DURING THE CONSTRUCTION PHASE OF THE BUILDINGS, ALL CRANES OPERATING ON SITE WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT V15IDLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED HOUR5 AND DATES OF OPERATION NEED TO BE COORDINATED WITH THE AIRPORT OPERATIONS 5UPEIZV150R NO LE55 THAN TWENTY-FOUR HOURS PRIOR TO START OF CRANE WORK, I ROCK CHECK DAM 0 2 ACRES OR LE55 OF DRAINA6E AREA 2-10 ACRE5 OF DRAINAGE AREA FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT 4 1 COAR5E VDOT CL I A66REGATE RIP RAP FLOW 50URCE: VE5CH PLATE 3,�0-1 RUNOFF --\ WATER WITH SEDIMENT SEDIMENT WIR OVERFLOW "�RETE BLOCK WIRE SCREEN —DROP INLET WITH GATE FILTERED WATER 6PECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE. 307-3 *GRAVEL SHALL BE VDOT #` #357 SOURCE: VA, D5WL OR #5 COARSE AGGREGATE, BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER NO 5CALE eR K 1Ajo SON PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON-COM CONSULTANTS X AV OFI►�► /� ter+ �v MARGARET H. COSSMAN No. 036400 Ao fir' `SIONAL iofjr� JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS - ---------------- 2/ 13/04 PER REVIEW COMMENTS MARK I DATE j . DE5C R I PTION 155UE: 12/15/03 CONTOUR INTERVAL: 21 DE5I6NED BY: _ RHO DRAWN BY: DW CHECKED BY: RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE NTS C-102 SHEET NO 3 0F J5 \ Land Projects 3\ 20G3 � C%32U8 � dwg\ G - SP- 03205.dwg - Fri, 12 Dec 20035 - 14:.35 2•' R NOTES: 1, TH5 ITEM MAY 0E PRECAST OR CAST IN PLACE. 2, CaNCRFTE TO BE CLASS A3 IF CAST IN PEACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB G CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONC FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE 80TTOM OF THE CURB AND GUTTER �HAI BE CONSTRUCTED PARALLEL TO THE SLOPE F SUBBASE COURSES AND TO T4E DEPTH OF THE PAVEMENT, 5, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS DN RURAL HICI-IWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE LXCEEDED STANDARD CG-7 15 REQUIRED. . t7 I•' i.. D 7.. o a n o ♦ P o e o • A _ --_..-r-.--------- THE BOTTOM OF THE CURB AND GUTTER MAY RE CONSTRUCTED PARALLEL TO THE SLOPE OF �-- -- - -- 2'•Q.. SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 AA?INTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE C9NTRACTOR COMBINATION F" CURB & CU-I TER VIRLINIA DEPARTMENT OF TRANSPORTATION HANDICAPPED PARKING SIGNAGE CODE OF VIRGINIA, 5E(� T i _ `, (NO SCALE) NOTE5 _ 1) SIGN SHALL BE THE INTERNATIONAL HANDICAFPEr' 6N. E,01_ 2) ALL PARr\ING SPACES RESERVED FOR THE U5E OF HANDICAPPED SHALL BE IDENTIFIED BY ABOVE GRADE 5 IGNS 3) A 5IGN OR SYMBOL PAINTED OR JTHERWI)E D15PLAYED ON THE PAVEMENT OF A PARLW6 '_:FACE SHALL NOT CION57'ITUTE - - AN ABOVE 6;ADE SIGN 4) ALL ABOVE GROJND HANDICAPPED 51GN5 ,HALL H/ `VE THE B01TOM EDGE OF THE 5I3N NiD L OW'EP THAN FOUR FEET NOR HIGHER THAN SEVEN FEET ABOVE THE VAN ACCESSIBLE /� 'A O I PENALTY P*I(JNL SURFACE. F) SUCH 516N5 5HALL BE DESIGNED AND 100-500 CONSTR'! :TED IN ACCORDANCE WITH THE FINE FROv DN 0= HE UNIFORM STATEWIDE BL'i.DINL CODE TJW- AWAY ZONE i ALL DISABLED PARKING 5i�,N5 '`HALL INCLUDE THIS LANGUAGE - -� TYPICAL SECTION CONCRETE SIDEWALK (NO SCALE) I VARIE5 - 5EE PLAN 4' 2„ i 4" VDOT CL. A3 CONCRETE p ' 4" VDOT 21- B AGGREGATE 5A6E WELL COMPACTED SUBGRADE�� L 6" X 6" W1.4 X W1,4 WWF T" MIN. TO FIN. GRADE TYPICAL SECTION FACEDOWN CONCRETE SIDEWALK (NO SCALE) 6 fl X 6 W1.4 K W1.4 WWF 2 PARKING AREA 4 VDOT CL• A3 ^CONCRETfE 6" WELL COMPACTED 5U56 MDE 'y \%� 0l,%� TYPICAL SECTION TRASH DUMPSTER PAD (NO SCALE) 3„ VARIE6 - 5EE PLAN VDOT CL, A3 CONCRETE :! 9" VDOT 21-5 AGGREGATE BASE #4 0 12" EACH WAY (NO SCALE) X I-- 0 Z IY ago / PROP. GRADE // \ L_x Ems' I 1 \ 42"E5-1J:�:l INv IN=675.4' \\ / / �y �\ iii' ♦ IPF 3' MIN. COVER PROP. WATERLINE -'STORM INLET / TOP=682.1'v i A e7 w 42" INV.OUT=675.4' \ I TM# 64-A-1595 BENCHMARK / �?'\ \ \\ BB6T PROPERTY TAX. DEPT, X TM# 64-A-159N / 20 STORM I ZONED; M-1 DATt .V ELEV w 3RADDOCK STREET PROPERTIES, LLC ELEVATION=681/92 p'�'�% DRAINAGE EASEMENT \ III USE: BANK OFFICE 665.00 ZONED; M-1 \ i�� USE: OFFICE TOR��T * _ DB. 895 PG. 107 REVERSE \ \1 I � 8� -z,-SLOPE �j 00 5IGN ��' ��\ WATERLINE EASEMENT ��?��82.2' _ TEL CP,BLE � GUTTER (TYP) A � 10 MAX. HEIGHT ---- /�- �;�'' , �- �'tu1<ARKER I � �\ DEDICATED TO FCSA 100 5F MAX. AREA + 1 +F 10 \ \ \ I NST. # 040006179 _ �0 / / STJR11 INLET TOP=682.0' •i3r� \�\WATER \`\ �\ WATERLINE PROFILE METER W/ \ \. VER.=1 ;10 HOR.=1 ,50, NON TRAFFIC \ \\ \ \ \ "COVER APPROX. LOCATION QEXTERIOR / R M� 6�6`9, ��"\� FIRE \\ �\ i\ 8" WM OTUB OUT , O LIGHT.,P) RIM LINE: `\\o oTELE FEDESTA.L\ HYDRANT \�\ �Q CONFIRM LOCATION OF N\ pF prELE nwNHOL 681.55/ \ \ `� 10 MIN. �� EXISTING STUB, REMOVE PLUG \N <60 5R �p9 0 UM�� /-y y y� '�� / / / �� 681 3p SEPARATION AND TIE TO EXISTING STUB. MPS SP�� - �e4�// 2firl,1�"Not/CY. 20 ` VERIFY VALVE 15 CLOSED AND 5 7 6 , 5��j 681.25 - r 9 PA 5 x00� - '� PROPERLY ANCHORED BEFORE � XNG/ 9:5'I . I 'R5�p `\ 1 \ TYING TO EXISTING LINE. o " Q TAP BY ¢P i (Tl'>' \ „- FC5A 2 i R�' :� )Q18 MIN�VERT. ��--I5D=250'/ \ 15D=180 4 SEPAf�ATPON , .. �r (TO NORTH OF INDEPENDENCE - Al \682V, 25/ p VDOT 5T' D� / / +660.15P '6 6" \ WAT�R \DRIVE AT INTER5ECTION) =--ter. Rim �G 5�pp�RO� N.:.G=6 R ,65 R4{ ...� /HP �LIN� \ \ \ ENTRANCE Q /s f 1.35 h PAVEMENT PVC ` pP.�IE 0, o 682.7 cS �S`. +679,84 1 1 -90 NVEN \ �ANITARX 8, 5' . rng.. 1 ° TER�� \ 81.0, \\ 30 SANITP,RY SEWER LATERAL / .v. 1. <.� 25 EASEMENT SERVICE \ \ \ IR2.5 �. 3' 660, 20 \ 8 \ \\� \ 2 \•\\ �\�r 682.8b 50 . / , 679.5 n\ E79 90 \o `so_ ;\ \ '� \� \ X 686.6' v / C LOGO CO 6° PVC , ... \ vv _4 y n Vo \\ \ -o � <9 \ \\ \ \ \ S 7 \ \\ \ 1 5 GN (TYP) 682. 3G P \•., 79.4,� \ \ ( `\ \\ \ S Z \ � x\ \ INV. _ 682.80P \ �IGE 7� cJ �''� �j'� \\ \ cS'� � \ \\ \ �\` \ v 680 _ fv ., vv p 2 vv A \� \ \ 3 WALK/ i 679; OP. a �� ' \\\\ -c� \ � v I ��679,:50P y X, y vvv a v� LOT 13�y.� vyv v \ , 2.026 ACRES °o `�• \\ , -J '� \\\ LIMITS OF '_L EARING t4 `I INVI IN= {� • .:. ,. \, 4 GRADING / I \ X NEW OUILDING �7�.40 '\ APFROX, LOCATION 80'X 1 CV A CE55 1 / 80'X 1251- - �` INV. OUT-- EX. 2 �T 1 v Qa .. s vv �, �, vv 0 wV � ESQ EASEMENT ESxTABLISHED Try 10,000 5F 3�c7. Gp 675 80 ,..':::: \\\ _ \\ \. BENEFIT LOT5 113 14 t' ` I \ FF = 682.8 CONC. �` \\ 1 DI 1 \ \ ................ . \\ TOP=676,58 1 STORY PAD r x TANDA \ .�... .....::.:::.:..:�::. DUTY 6.12 INV.=6'2.38` \ \ ..... . a G' 6" PVC 25' TALL INVD OpO� 2 BOP .'...: ' (EVE. E :. AVEIv4E P " TM# 64-11-14 / 679.30 ONERH H DUTY : aL:C?PE REVERSE 1 / U5� : �7� T �; R25� SLOPE DENNiS W. SINGHAS BUILDING R�NO FAV�vI�NT• .•..... . •. ZONED: M-1 0 MOUNTED WP 6 8 OP w I % � \ ICON!`11�'�r. t�•.. ...��,b�` \ p� GUTTER `(TYP ) USE; UNDEVELOPED �LIGHT (TYP) PP•0 �.}}MiTS.W1TH•.. <n�.. 6772 ISD=250' 1� R PENGE s- t 11 N {) klt ppM G'� R.. �.. 6 0 PRN� GK pOp .�. - ..... � � 77.4; CONNECT TO EX. !I 1p Wp0 N6 Op ONG• FLUME STORM SEWER y 67`7 D� ' _ v >...:.. 77.70P \ 50 G 8 1 2 fi:GP :. r. ENTRANCE Q �N 7 PSG PAVEMENT 6 t0 ER25 INV.04 675.0 \ \ � 675,60•f� . k0 � \ 0\ CO I GRAS IN D A // \ INV.- FUTURE \ Q, TR IANGU LA \ �� \ 81-12' RCP 5TJ 678.10 EXPAN61ON CHANNEL pX l 7 BUILDING COORDINATES G�\ \ 80 x86 0.5' DEEP \\ 6,902 5F 3:1 51DE POINT COOIRDINATE5 I \ \ \ SLOPES - yv'�• NOTE: CG- 12 CURB A N 4796.2574 / p, '� ) v DI -1 \ v A\ V v RAMPS LOCATION E 4�67.7996 � � -� ---�� - � •.. y� \ F,�'� �, �'�. 2 TOP=6769b, ' `` „\ SHOULD BE FINALIZED INV -6 1 4b� ° BY VDOT INSP ECTOR B N 4516.3224 E 4845.2425 \ \ 5p' / 5 C N 4695.3179 E 4876.5940 D N 4675.2529 • E 4799,1511 E N 4611.7963 �) CBO , E 4598.2334 v �{ d F N 4591 •7334 E 4820.7905 STAKE ' 2" VDOT 5TD 5M-9.5A 1.5" VDOT STD 5M-12.5A - 2" VDOT 5TD 5M-9,5A 3" VDOT 5TD 3M-25.0 3" VDOT STD 5M-25.0 6" VDOT 5TD 21- B 6" VDOT 51FD 21- B 6" VDOT 5TD 21- B 6" IF COMPACTED 5U5GRADE COMPACTED 5U5GRADE F COMPACTED 5U5GRADE �2'R I� 1 2' 6" a 6" \��\��A��AA��A�/AAA ��A��%i�/AA%�� ;%�jA��A�,AA A/�jAj' jA/A/AjA/`j`� A/AjA/A�V�• \jAjA/AjAjA/A/A�,A>\ CONCRETE CONCRETE FLUME SHALL BE ...\!/ CONSTRUCTED OF ONE COURSE ITYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 11A3" CONCRETE (AE) CONFORMING TO STANDARD DUTY PAVEMENT 0 THE ABOVE 5ECTION AND 5HALL 6E HEAVY DUTY PAVEMENT ENTRANCE PAVEMENT THOROUGHLY SPADED IN FORMS AND (NO SCALE) (NO 6CkE) (NO 5GALE) FINISHED WITH A WOODED FLOAT. *TACTUAL PAVEMENT SECTIONS TO SE BASED UPON CBR RE5ULT5) *(,ACTUAL PAVEMENT 5ECTION6 TO *(ACTUAL PAVEMENT 5ECTION5 TO BE BASED UPON CDR RE5ULT5.) BE BASED UPON CBR RE6ULT5.) CONCRETE FLUME SECTION �. 680.Q - LIMITS OF CLEARING i� I TM# 64-11-12 `it' -GRADING I CL CARL 5. HALE5 o ZONED: M-1 680 USE: UNDEVELOPED PROP, GRADE Ea• GRP•DE 8' -12" RCPI ® 2.75%-S INV•=672.16 670 DATUM ELEV 665.00 CO m do ��\�•v� AND/OR ENGINEER, . \ TRIANGULAR � vI CHANNEL ��\ `�v•, 0.6� DEEP \\ I 3:1151DE SLOPES 0 0 �-. rn v vv v L0 \\ \ I 55MH p F- RIM=677.0' a 68G FLOW LINE.=656.5' PROP. GRADE \ \ EX. GRADE EX. 42 RCP \� 8'-1211 RCP-_�\\ INV.=670.91 ® 1 ,63%670 INV•=670.02 I NV. = 671 .27 EX 42" RCP 10+0010+08 STORM 1 PROFILE 0 VER.=1";5' HOR•=1":30' STORM INLET \�A TOP=672 8' DATUM ELEV 42" RCF IW IN=666 5\ 665.00 54" RCP OUT LC L \ CO (J 104-0010+05 STORM 2 PROFILE 8 \ VER.=111:5' HOR•=1":30' or% QRRIsa PO BOX 1567 17 W NELSON STREET LEXINGTON, VIRGINIA 24450 PHI540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CONSU LTANT5 �IArALTH diM,,w #off MARGARET H. COSSMAN iNo. 036400 r jONAL �i JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS 0 1 /9/04 !PER REVIEW COMMENTS 13/0 ER REVIEW_ COMMENT_5 _ 2 23 04ADD WL EASEMENT _ PER OWNER COMMENTS ® �5/6/04 ADD WL ESMT INST. # MARK DATE I DESCRIPTION I55UE: 12/ 15/03 CONTOUR INTERVAL: 21 DESIGNED BY: _ RHO DRAWN_5Y: DW CHECKED BY: RHO JOB N0: _ - -- _ 03208 SHEET TITLE ;HEFT LAYOUT & UTILITY PLAN GRAPHIC SCALE 0 30 60 F -- 1 "=30' C-103 sHeU NO - 4 of 5 r Land Projects 3\2003\.03208\,dwg\C-5P-03208.dwg - Fri, 12 Dec 2003 - 14:35 E LEV, = 680, 0 TEMPORARY SEDIMENT TRAP zj WIDTH -W ORIGINAL GROUND 1, I W-1 1 ELEV. TOP ELEV, SPILLWAY ELEV. 67 -CU.YbQACRELu ELEV. =678.5 67 CU,YD,/ACRE 1 (EXCAVATED) ELEV, =676.0 TRAP �� **COARSE AGGREGATE �� VDOT CL, I RIP -RAP FILTER CLOTH GRO55 SECTION OF OUTLET ORIGINAL GROUND ELEV, m Q cv- DIVER510N DIKE VDOT OIL. I RiP-RAP **COARSE AGGREGATE y . FILTER CLOTH l r! ll! L! llti ** COARSE AGGREGATE 5HALL BE VDOT #3, #357 OR #5 v OUTLET (PER5PECTIVE VIEW) PLATE 3.13- CONSTRUCTION OF A SILT FENCE - (WITH WIRE SUPPORT) 6„ NO 5CALE MAk 1. 5ET THE 5TAKE5. v - l h� 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH THE LINE OF 5TAKE5, STAPLE 4, BACKFILL AND WIRE TO P05T5, EXTEND COMPACT THE WIRE FENCE INTO TRENCH EXCAVATED 501L. SHEET FLOW INSTALLATION 'A"(PERSPECTIVE VIEW}L- STONE CONSTRUCTION ENTRANCE EXISTING GROUND - MOUNTABLE BERM 70' MIN, (OPTIONAL) I A L EXISTING i� 1 PAVEMENT alp— z FILTER CLOTH 51DE ELEVATION EXISTIN6 ----- GROUND-= _-_ r VDOT #1 COARSE AGGREGATE - * MU5T EXTEND FULL WIDTH OF INGRE56 AND EGRE55 OPERATION I)' AAIKIIAAI IAA* r lucn i.Lvlrl SECTION A -A U�''_ VE5i H ��-- WA5HRACK (OPTIONAL) 70' MIN, POSITIVE DRAINAGE TO SEDIMENT TRAPPIIN6 DEVICE PLAN VIEW z 0 z 0 10' MIN, MA REINFORCED CONCRETE -- DRAIN SPACE SECTION 13-13 TREE PLANTING DETAIL DECIDUOUS TREE NO SCALE dddd�� d d i \ IN =675 4' / IP'F BENCHMARK TM# 64-A-159N ELEVATION=651.92 INV / \ r'�' \\ 01 STORM INLET z d� TOP =652.1' TM# 64-A-1595 ��\ 42" INV.OUT=67.5.4' ` I �� \ \ \� I� BB4T PROPERTY TAX. DEPT, o / d \ \ o %' ZONED: M-1 BRADDOCK STREET PROPERTIES, LLC / / / \\ d �' (— 20' STORM I� Q c \ p USE BANK OFFICE ZONED: M-1 \� DRAINAGE EA�Ef�1ENT v� r U5E: OFFICE STo n I�ct ET d / � SIGN 10' ` ` \ EX. 4° MAPLE '�� MAX, HEIGHT//2 G� --�� 895 PG, 107 �� EX. 6 MAPLE IN VDOT R/W bgARKERBL \\� 100 / 5TORM TOP=6b2.0' 5F MAX, AR I INLET .10 i \ \e \ ° __ \�\\ \\ \ 3-4" MULCH -10 �\\1 \ \\ \ 55 H / / �a EX. 4" MAPLE ,;;��' IPF RIM 6y 9' TELE. PEDVeeAL TELE. MAN \\ QC \ a EX. 6 MAPZE/\\�\�, p R�GN�09`Z L\M\l ,��-„ / i \ a�� \\ .7 q i ' J 39( TAKE 2 X ROOT BALL Z ' -1 ANTI - DE551CANT DELIVERY -IDUOU5 TREES TELY 1 /3 OF GARDEN H06E ANIZED TURNBUCKLE5 )UBLE 5TRAND WIRE TRUNK FROM GROUND iRANCHE5 1RLAP FROM TOP OF :ER /ITH EX. TOP501L IN R5, WATER UNTIL SETTLED ARDWOOD STAKES TWEEN BALL AND HOLE. \\\ �0 5ANITAR i 5EWER 81.0' EROSION AND SEDIMENT CONTROL LEGEND 1A I \ \ / \ \\ \ �� <<-- ,\\ \—�EA5EMENT -- 1 v`A vvv \ \ TEti4POPARY STr;NE P5 \ \ �v y�vv v V �.��'� CONSTRUCTION x67S CE \ �\ ��v ��ENTRANCE — -- L + H/C LOGO � 1 S1GN (TYP) �ry v � Mu �\ vvvv y v vv \ v 3 1-),5 `�,ILT FENCE r 3-4 CUT SLOPE ACTS / 4B \ �\ y \ \ A5 BERM, TO PREVENT -o \ T5 \�oUILLMINA�ON OF 5TORM DRAIN ADJACENT PARCEL = 1 i I `� v vv A 3.07 F 4 � --� � c3 �Z �v A 'y � � INLET PRO � EC'TION `�.✓' ROADWAY OM\ P5 =� LOT 13 �\ T P `' � 2.026 ACRE 5� / \ ��° �'s, \\ \ -� ARKING LOT j v V vv v �� avv`v % v T5v% V \. TEMPORARY _ \�/ 24C \\\ ® 3.G DNEPE,ION DIKE 5U X1UCH &CfiC,E55 I I v �- \ 9 EASEMENT E5v Ag1-15HED TO I , yvv','vv \ 5EN��EFIT LOTO 03 14 I �� U �� A vvv V A v TEMPORARY j I I � I gEC'IMENT TRAP �0 v v v \ \ TM#64-11-14 3.20 ROCK CHECK DAM CC , II �� vv v yvv v DENNIS W. SINGHAS--- ZONED: M-1 USE: UNDEVELOPED LANDSGAPE NOTES PERIMETER LANDSCAPING REQUIRED 1 TREE/2,000 5F PAVEMENT (10,454 OF PAVEMENT) = 5 TREES REQUIRED 5 TREES PROVIDED (2 NEW MAPLEE5 + 3 EXISTING MAPLES) INTERIOR LANDSCAPING REQUIRED 1 TREE/10 SPACES (16 SPACES) = 2 TREES REQUIRED 4 TREE5 PROVIDED CANOPY COVERAGE REQUIRED 25% OF LOT AREA = (2.026 AC-0.25) = 0.51 AC REQUIRED 0.52 AC PROPOSED = 26% 5% OF PARKING AREA = (10,454*0.05) = 523 OF REQUIRED 10% PROPOSED NO WOODLANDS ARE ON SITE USE: UNDEVELOPED FLOW UNE.=65a.5' \ ` SYMBOL QUANTIITY COMMON NAME BOTANICAL NAME COMMENT5 4 EXI5TING MAPLES ACER 4" TO 6° CAL, 50' X40' U LT. A 13 "RED 5UN5ET MAPLE" ACER RUBRUM "RED 2° CAL. 84 B MAPLE 5UN5ET" 50'X40' ULT. B °CHEROKEE PRINCE55 CORNUS FLORIDA 6 TO 7' B4B 4 DOGWOOD 'CHEROKEE PRINCE55° 25'X20' ULT, C 93 SEA GREEN JUNIPER U5 CHINEN515 "5EA 15 -18 CONT. JUNIPER GREEN" 5TORM INLET TOP=672 A' \ 42°RCP INV IN=666.5 54"RCP OUT 1 1 TEMPORARY 0 DIVERSION DIKE 18 MIN, PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CON5ULTANT6 1 NLTH OA�k w MARGAAT H. COSSMAN Y� Nb. 036400 iAo JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN. MR. WILLIAM HANKINS -- __ 2 1 3L04 PER REVIEW COMMENTS 2/23/0 PER OWNER COMMENTS MARK DATE 1 DESCRIPTION 155UE: 12/ 15/03 CONTOUR INTERVAL: 2— DE5I6NED BY: RHO DRAWN BY: DW CHECKED BY: RHO JOB NO: 03205 SHEET TITLE LANDSCAPE AND E&S PLAN GRAPHIC SCALE 0 30 60 1 "=30' S+EFT C-104 sdl.F �j 5 I 5 ID - C'\! and Projects 3\2003\03208'v,dwg\C-5P--03208.dwg - Fri, - EROSION AND SEDIMENT -CONTROL GENERAL NOTES PROJECT INFORMATION: ES=1) UNLESS OTHERWISE 'INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND 1,) LAND OWNER/DEVELOPER: LEGEND` ABBREVIATIONS MAINTAINED ACCORDING TO MINIMUM STANDARD5 AND SPECIFICATIONS OF 5AI PROPERTIES, LLC EXISTING NEW DESCRIPTION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA P.O. BOX 4205 AB ANCHOR BLOCK HIGH POINT REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. LYNCHBURG, VA 24502 BG BUILDING INV INVERT IN 6G BOTTOM FACE OF CURB IN INVERT IN. ' E6-2). THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR 434-385-6200 BUILDING WALL BM BENCHMARK 10 INVERT OUT TO THE PRIECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 2') SITE ZONED: M-1 --J-- CL CENTERLINE MAX' MAXIMUM CONE. WALKS CL C1A55 MH MECHANICAL COMMENCEMENT OF °LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE � � MP CORRUGATED METAL. PIPE MH MANHOLE: FINAL INSPECTION. 3<) FREDERICK COUNTY PROPERTY IDENTIFICATION NUMBER (PIN); 64-11 -13 11 �� 1340 - CONTOUR5 CO CLEANOUT MIN 4NIMUM CONC CONCRETE NIG NOT IN GC)NTP,AGT E5-3) A LAND DISTURBANCE PERMIT 15 REQUIRED PRIOR TO INITIATING ANY 4.) TOTAL SITE AREA, 2,026 ACRES 62 x 7,T50,6 + 5O 6POT ELEVATDN DI DROP INLET PVG BEGIN VERTICAL CURVE SITE WORK. TOTAL DEVELOPED AREA: 2,026 ACRES TC DIA DIAMETER PVC POLYVINYL CHLORIDE DIP PVT END VERTICAL CURVE STORM SEWER IRON PIPE E5-4) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN 5,) PROPOSED USE: 2,720 OF OFFICE WITH 'Z,280 OF WAREHOUSE _� EA EACH RCP REINFORCED CONCRETE PIPE SHALL BE MAINTAINED ON THE 51TE AT ALL TIMES. WITH A 6,902 OF FUTURE WAREHOUSE EXPANSION o — — a SANITARY SEWER (v1ANHOLE6 EC EROSION CONTROL GHT SHEET ES-5) THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL CURRENT USE: UNDEVELOPED _ A ELEV ELEVATION 5F , SQUARE FEET oy EP EDGE OF PAVEMENT kR STRUCTURE WATER _ - LINE,. VALVE � FIRE HYDRANT EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 6.) ALLOWABLE FLOOR AREA RATIO (FAR) = 1.0 E6 END SECTION 5W 51DEWALK SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. PROPOSED FAR: EX EXISTING T TOP . TOTAL FLOOR A= 10,000 OF + 6,902 5F ADDITION 16,902 5F = 0.39 FB FACE OF BUILDING TG TOP BACK OF CURBREA FF FINISHED FLOOR TYP TYPICAL ES-6) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER ACRES — --tl — UNDERGROUND ELECTRIC LINE THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE 1 STORY BUILDING OVERHEAD ELECTRIC LINE ELEVATION VB VERTICAL BEND BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A FAR = 0.39/2.026 AC = 0.19 --G — GA5 LINE FH FIRE HYDRANT VDOT VIRGINIA DEPARTMENT GV GATE VALVE OF TRAN5PORTATION SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE LOCAL PLAN EDGE OF PAVEMENT HB HORIZONTAL BEND WWM WELDED WIRE MESH APPROVING AUTHORITY. 7,) REQUIRED PARKING HOP HORIZONTAL W/ WITH 1 6PACE/250 5F OFFICE AREA (2,720 OF OFFICE) = 11 SPACES — — — — CURB AND GUTTER (GG-6) WV WATER VALVE E6-7) EROSION AND SEDIMENT CONTROLS SHALL -BE CONSTRUCTED AS A 1 SPACE/ EMPLOYEE FOR WAREHOUSE (2 WAREHOUSES EMPLOYEES, INCLUDING REV€R6E CURD AND GUTTER (GG-6R) FIRST STEP IN ANY LAND DISTURBING ACTIVITY (MS-4}, EARTHEN STRUCTURES FUTURE EXPANSION) = 2 SPACES SHALL BE SEEDED IMMEDIATELY UPON INSTALLATION (MS-5), 13 TOTAL SPACES REQUIRED - TI"l7_ TRAN51TION FROM CO-6 TO 66-6R 26 SPACES PROP06FD FENCE ES-6) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO MERE ARE NO EXISTING SPACES ON61TE. SITE .NOTES: DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE 15 REACHED ON ANY TREELINE 51,) ALL PAVING AND CONCRETE FLA`NVORK SHALL BE AS PER APPLICABLE PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED 8,) REQUIRED HANDICAP PARKING OPACE5 26-50 TOTAL PARKING SPACES ON SECTIONS OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS, WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT 51TE= 2 SPACES WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION 2 HANDICAP SPACES PROPOSED 62.) ALL FILLS TO BE COMPACTED IN 6" L005E LIFTS TO 96% 5TD, PROCTOR. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN EXISTING SLOPES GREATER THAN 4::1 SHALL BE BENCHED PRIOR TO PLACEMENT ONE YEAR (MS-1). 9,) LOADING REQUIRED: OF FILL, I SPACE FOR STRUCTURES BETWEEN 30,000 5F AND 100,000 OF ES-9) ALL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT 10,000 OF + 6,902 OF = 16,902 OF BUILDING, NO LOADING SPACE REQUIRED 53,) EXISTING SLOPES GREATER THAN 4:1 SHALL BE BENCHED PRIOR TO TRAPPING MEASURES (M5-2). NO LOADING SPACE PROPOSED PLACEMENT OF FILL. ES-10) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED 10,) 51TE SOIL TYPE 15 CLEARBROOK CHANNERY SILT LOAM (9C). SITE HAS 64.) 616N PERMIT 16 REQUIRED, OWNER 15 TO SUBMIT SIGN TYPE, HEIGHT AND AREAS NOT OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETATION BEEN A BORROW SITE. SURFACE MATERIAL HAS BEEN REMOVED DOWN TO THE PE51GN TO THE FREDERICK COUNTY PLANNING 4 ZONING DEPARTMENT FOR SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER 15 ACHIEVED SHALEY SUBSTRATA. APPROVAL PRIOR TO INSTALLATION, THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION (M5-3). 11.) SITE TRIP GENERATION PER ITE TRIP GENERATION MANUAL, 6TH EDITION: 55.) EACH PROPOSED OR EXISTING OUTDOOR LUMINAIRE EQUIPPED WITH A LIGHT INDUSTRIAL= 6,97 TRIPS/DAY/1,000 5F (10,000 SF) = 70 TRIPS LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF ES-11) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A +6.97 TRIPS/DAY/1,000 OF (6,902 OF FUTURE ADDITION) = 49 TRIPS LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. ALL MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE 119 TRIPS OUTDOOR PARKING LOT LIGHTING SHALL BE BUILDING MOUNTED, ERODING EXCE661VELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE GENERAL NOTES 56,) THE SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND PROPERTY LINES PROBLEM 15 CORRECTED (MS-7). 61.) EXISTING TOPOGRAPHY AND BOUNDARY FROM FIELD SURVEY PERFORMED BY SHALL NOT EXCEED ONE-HALF (1 /2) FOOT CANDLE. SEE ARCHITECTURAL PLANS PERKINS AND ORRI60N, FOR DE616N AND DETAILS OF EXTERIOR WALL MOUNTED LIGHTS. E5-12) CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLE66 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE (M5-6). 62.) THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON "A" "A" grade g AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK Y g � • minimum � trench I }�6" minimum* E5-13) ALL STORM INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER CANNOT ENTER THE AND FOR ANY DAMAGES THAT OCCUR BY HIS/HER FAILURE TO LOCATE OR STORM WATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR PRESERVE THESE UTILITIES, IF, DURING CONSTRUCTION, THE CONTRACTOR :." , , , . form board (typ) , ,,. _,,..; . „ .' machine excavation limit OTHERWISE TREATED TO REMOVE SEDIMENT PiIS-10). ( SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS i HE/SHE SHOULD NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER E6-14) WHEN INSTALLING UTILITY LINES, NO MORE THAN 500 FEET OF TRENCH STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE, Y BE OPEN AT ONE TIME, AND EXCAVATED MATERIAL SHALL BE PLACED ON 63.) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND 51TE CONDITIONS x' THE UPHILL SIDE OF TRENCHES (M5-16,), OR ANY DISCREPANCIES OR AM5IGUITIE5 IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, WORK DONE BY THE CONTRACTOR WITHOUT ' gate valve : " gate valve trench bottom ES-15) ALL RIP -RAP SHALL BE INSTALLED OVER FILTER FABRIC. DIRECTION AFTER THE DISCOVERY OF SUCH INCON515TENCIE6 SHALL BE DONE AT &boxes " ~'t &box undisturbed earth - stone bedding THE CONTRACTORS R15K. E6-16) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN TYPICAL SECTION APPROVED FILTERING DEVICE. G4.) ALL CONSTRUCTION SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF TEE, WYE, OR PLUG TRANSPORTATION STANDARDS AND SPECIFICATION5, CONSTRUCTION OF 5ANiTAI Y in lieu of wood forming the fitting may be wrapped with *denotes hand excavation ES-17) ALL DISTURBED, AREAS ARE TO DRAIN TO APPROVED SEDIMENT SEWER AND WATER SERVICES SHALL CONFORM TO THE FREDERICK COUNTY polyethylene, and the concrete poured to completely surround "D" = 12" min. for 1'0" and smaller pipe CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND SANITATION AUTHORITY WATER AND SEWER STANDARDS AND SPECIFICATIONS, the fitting and against. undisturbed soil, The bearing dimensions "D" = 18" ruin. for 12" thru 20" pipe against undisturbed soil shall remain as shown. DURING SITE DEVELOPMENT ,UNTIL FINAL STABILIZATION 15 ACHIEVED. LATEST EDITION, see chart below for A, B, C dimensions. E6-16) SILT FENCE, SILT TRAP AND CHECK DAMS SHALL BE CLEANED OUT 65,) ALL CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Out minimum ,. WHEN SEDIMENT REACHES ONE HALF THE HEIGHT OF THE BARRIER AND ACT (ADA) REQUIREMENTS. WHENEVER DIRECTED BEROSION Y THE COUNTY OS AND SEDIMENT CONTROL OFFICIAL. SEDIMENT SHALL BE IMMEDIATELY STABILIZED UP GRADIENT OF G6,) .CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED ON THE ER06ION AND SEDIMENT CONTROL MEASURES, PLAN ES-19) ALL MEASURES SHALL BE UTILIZED AND CONTINUOUSLY MAINTAINED 67,) ALL FINAL GRADING, SEEDING, SODDING AND/OR PAVING SHALL BE DONE IN DURING THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AND DENUDED AREAS SUCH A MANNER TO PRECLUDE PONDING OF WATER ON THE On. ARE STABILIZED, NO AREA SHALL REMAIN DENUDED FOR MORE THEN THREE CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. C38,) THE CONTRACTOR SHALL BE REOPON61BLE FOR ACQUIRING ALL NECESSARY E6-20) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERMITS BEFORE THE START OF CONSTRUCTION. WEEKLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ALL G9 TH CONTRACTOR SHAL N TIFY -80 - - Pipe Dia. Plugs, Wyes & Tees 11 1 /4° and 22 1/20 Bends 450 and 900 Bends A B C A B C A B C 6" 1 '-O'i 0'-g" 1 '-U' 0'-9" 0,4' U-9" V-3" 04' 1;4- 8" V-3" 0'-g' V-3" 0!4' U-9" 0' 9" 1'-6" 0'-9 2-3" 10° 1--6'-0'-9" 1'-6" V-0„ U0 1'-3" 1-4- 0-4- 2'-6" 12" 1'-9" 1'-O" 2'-6;' 1 `3" 1'-0" 1'-6„ 2'-U' 1'-'' 3!_0,' 14" 2'_U' 11-0' 3'-0" 1 '-3" 1 '_U' V-6" 2'-6' 1 '-d' 4 �-O" 16" 2'-3" 1'-0" 3'-61 1'-6" 1'-U' 2'-0" 2'-9" 1'-0" 4'-6" 18" 2-6-1'-3" 3'-9'' 1' 6" 1'-3' 2'-0" 3-4' 1'-3" 4'-9" 20" 2'-9" 1 '-6" 4'-0" V-9" 1 ` 6 2'.U' 3'-3" .1,-6" 5'-0" NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECT IVENE56 OF THE ) E L 0 MI55 UTILITY (1 0 552 7001) 48 - ER0810N CONTROL DEVICES SHALL BE MADE IMMEDIATELY, HOURS PRIOR TO EXCAVATION, 11 1/4` TMRU 90- BENDS ES-21) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 610.) THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, REMOVED WITHIN 30 DAYS AFTER- FINAL SITE STABILIZATION, OR AFTER THE TELEPHONE AND CATV SERVICES, MEASURES ARE NO LONGER NEEDED (M5-16), G11,) DISPOSE OF TREES, STUMPS AND OTHER DEBRIS OFF SITE. -„ r; galv.(1 rods over fittings and embedded in concrete thrust blocks. UTILITY PROVIDERS: FREDERICK COUNTY ADELPIIIA CABLE ALLEGHENY POWER 612,) ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SANITATION AUTHORITY 1039 N. FREDERICK PIKE MAIN OFFICE SUCH AS WOOD, ROOTS, FROZEN MATERIAL, ROCKS OR BOULDERS OF "' FITTING SIZE ROD SIZ; NO. RODS EMBEDMENT P.O. BOX 1877 WINCHESTER, VA 22603 P.O. BOX 1392 UNACCEPTABLE SIZE OR ANY OTHER NONCOMPACTING SOIL MATERIALS. 12" & LESS 6 2 30" . WINCHESTER, VA 22604 540-667-0364 FAIRMONT, WV 26554 q �r•' 14" - 20" 8 2 36" 540-668-1061 LOCAL OFFICE 613,) A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF Concrete 460 SHADY ELM RD. TRANSPORTATION BEFORE ANY WORK 15 PERFORMED IN A STATE RIGHT-OF-WAY, SHENANDOAH GAS VERIZON WINCHESTER, VA 22602 350 HILLANDALE LANE 404 HILLANDALE LANE 800-255-3443 614,) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS Fitting Volume of thrust block in cu. d. STEPHENS CITY, VA 22655 WINCHESTER, VA 22602 AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC VERTICAL BENDS ,`.,.;; size 1t-1 4° 22-12° 45° 90° 540=669-1111 540-665-3156 RIGHT-OF-WAY. IT IS THE CONTRACTOR'6 RESPONSIBILITY TO CLEAN STREETS stone bedding 6" - - - 1.3 AND TO ALLAY DUST AND TAKE ALL MEASURES NECESSARY TO ENSURE THAT THE 8" - - 1.1 2.3 SEEDING REQUIREMENTS ROAD IS MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES 10" - - 1.8 37 TEMPORARY. SEEDING - IS RATES PER ACRE: DURING CONSTRUCTION, THRUST BLOCKS FOR VERTICAL 12" - 1.2 2,8 5.5 WINTER: 40 LBS. ANNUAL RYE AND 40 LBS. C.EREALE RYE UP'BENDS SHALL BE THE SAME 14" 0.5 1.7 3,9 7,6 SUMMER: 40 LBS. ANNUAL RYE AND 40 LBS. FOXTAIL MILLET G15.) DIMENSIONS ARE FROM THE EDGE OF PAVEMENT OR FACE OF CURB - AS FOR HORIZONTAL BENDS. 16, 0,9 2.3 5.1 - FERTILIZER: 1500 LBS. OF 10-18710 PER ACRE LIME: 2 TONS PER ACRE UNLESS OTHERWISE NOTED, SPOT SHOTS ARE TOP OF CURB ELEVATION UNLE56 OTHERWISE NOTED. 18" 1.4 3.2 6.3 PERMANENT SEEDING - PS S�ONAL RATES PER ACRE: 20" 2.2 4.5 7.8 - FES 1 TO MAY 15: MAY 16 TO JULY 31: 616,) PAINT HANDICAPPED SYMBOL ON PARKING SPACES WHERE SHOWN ON CONCRETE THRUST BLOCKING 100 LBS. TALL FESCUE 120 LBS. TALL FESCUE ' DRAWINGS, TRAFFIC MARKINGS ON ASPHALT PAVEMENT SHALL BE YELLOW FOR 15 LBS. ANNUAL RYE 10 LBS. FOXTAIL MILLET AREAS SEPARATING TWO WAY TRAFFIC, TRAFFIC MARKINGS FOR HANDICAP Figure 2 2 LBS. RED CLOVER 2 LBS. RED CLOVER PARKING SPACES AND ACCESS AISLES SHALL BE BLUE, ALL OTHER PAVEMENT general backfill SHALL BE WHITE, PAINTED LINES SHALL BE 4 INCHES WIDE. TRAFFIC general backfill (see note) general badMARKINGS AUG. 1 TO SEPT. 15 SEPT. 16 TO . FEB. 28: MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT . , 55' 1VhN �; v;5tW .; dS; ,fit; 'ANh ;,yy;, ,,�55,55 , (see note) ; • ,-,:.. , . t , , , , , h(, i (see 'note) . __.. ...... 100 LBS. TALL FESCUE 120 LBS. TALL FESCUE OF TRANSPORTATION AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES , rh V t t+54Ah55w . : V,V Vr '!�3 'rf t1rNh V} ,,. •1.. ••'. r , ). 15 LBS. ANNUAL RYE 20 LBS. CEREALE RYE STANDARDS AND SPECIFICATIONS, •�,, ' t5• f,'W NY.' ,{ ' 4' S5NN. f,"'"t 11 wtr r V,SlA•x , N xlxAx,r�. 't•;j•{rr�{ l ' ; rr'. rr},>Ay, Y,�„�,• ,VA{Y: L,{ 2 LBS. RED CLOVER 2 LBS. RED CLOVER ,, ,': tw),',k iO,D:,�,raln'•r$sti}',O.D.vA#:,A�r •: ,, : . ""tr N' rr ,r v r 5 ,,r ti'S" r Yrxurr "' rRv Y 1 617• TRAFFIC CONTROL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE e ,Y,tt{Y NAv; •y , •,rN;•.,: ;, rYrS : r5 tr,y'y+ ,.�� ,, !i �, 8 8 „ hr pprA t.jN ' r•rtvr r .r',r,�h+J,+¢;h'(.. A'r+.Y/! Wh'!t r•rh'r h; �h,• - „ 6 ,; 8 M'w� Ayw, +'. .,.. ,,.., ,ar5 • ,Y s AN ARD SEEDING A ES FOR ALL SEASONS STD �-,_�T LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM ,xx'•?7 !1. .hhh .5; ,r.5,y�r,i' 11N2.'lNrh.., SY, ,,t , th tdh .. .t . , : , 41r concrete M711r lNN.VN7J.'h r 11 t! t, _ :,'A' M1"''A ,,, •. . (GENERAL SLOPES 3:1 . OR GREATER) TRAFFIC CONTROL DEVICES STANDARDS AND SPECIFICATIONS. 20 select backfill 24" select backfill 108 LBS. KENTUCKY 31 FESCUE 2 LBS. RED TOP GRASS (see note ) " ' (see note} 24 20 LBS CROWN VETCH 20 LBS-OTHER G18.) SEE ARCHITECTURAL PLAN FOR UTILITY STUB OUT LOCATIONS 4 ROOF , ' ., • ' ^ ' , • . , ,::. . .. , . , , ..,. ,,�, „ {sE 30% HARD SEED IF PLANTING IN DEC,, JAN., OR • EARLY FEB. DOWNSPOUT LOCATIONS. 71 . . , , . ,' , SOIL AMENDMENTS (ANY SEASON) O^D., O.D.6„ ti stone • • FERTIUZER. 15 00 LBS. OF 10-18-10 LIME 2 TONS PER ACRE !. 1/2O.D, r� A MULCH COVER IS REQUIRED ON EVERY SEEDING: ' STRAW BALES AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR , , ,' _.: �• MULCH/STABILIZATION MATERIALS;' Y . , 6 SITE INDEX. stone � ;- _..stone concrete C -100a COVER SHEET STANDARD CONCRETE'ARCI9 -101 o DETAIL S`I"IEET ZONING ADMINISTRATOR APPROVAL DATE CONCRETE CRADLE NOTE: To be compacted to 95% of ASTM D098 maximum density. Co_I®'2° LAYOUT & UTILITY PLAN 61TE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE TTRENCH& 'BEDDING C-103° CAPE AND E&S PLAN Figure 1 Winchester Airport Goo:. O „ CONSULTANTS 0 • Y" �rde� 14g2 w C 51TE dQ 1 ' 4 G _ H OF Dr INSET MAP 1 =1000 A cossMA 036400 , Existing 5' Min. Pavement 5' Min.��,,,,1 Z t (S' �✓� ��a`SjONAL — T JOB: SIT EPLAN F R E zo SOUTHERN AIR co OFFICE & WAREHOUSE FACi0Ty - WESTVIEW BUSINESS CENTER -4 'rt i •4•'''`i;`rid \y a.., tti 'y.,.{ry kmti" "�5, v,Y '., ,s� e"�i j"� � .,.:�� u" fi, X.'„, P N fi^ ..awj�!/aiti+ , r,%r 4rY r a'Wt 1y1 , ,. �'e. r r4 . A, iPrt •.l •a'„L 1.1�,t,%'�rC '., rti•xA f'6 a 4 . SHAWNEE MAGISTERIAL DISTRICT a,'Nrn:: v�, I Wiv%+t rp. ,,,aLre �`, ;.. ,'i' ,Y„w,.+ +,,, .ti n3 r° '' ''t �",p,, `i 'p'.i., ••', tl-.. FREDERICK COUNTY, VIRGINIA Zcasing pipe or carrier pipe spacers (see note) end seal tunnel liner NOTE: - 1, Separation of carrier pipe from casing pipe shall be by CLIENT: SOUTHERN AIR INC. manufactured steel and/or plastic easing spacers 2655 LAKESIDE DRIVE 2. s -acers shall be placed on spigot end within 6 inches of _ LYNCHBURG, VA 24501 connection to bell, then 2 spacers even) laced on length y p g SECTIONof pipe 434-3856200 4: . ATTN: MR. WILL'IAM HANKINS SIZES REQUIRED 11 CARRIER PIPE CASING PIPE WALL DIA. C) DIA. (') THICKNESS 4 or less 12 .250 6 16 -- .250 8 _ - 18 .375 10 20 .375 12 24 .250 WATER SERVICE LATERALS 14 - -- - 24 :375. a) Casim,g.pipe shall be SCH 40 PVC or SDR21 15. - 24 - - .375 b) &' diameter pipe for 1" service lines - 16 18-30,500 30 --- - .500 c) 6" diameter pipe for 2" service lines MARK DATE.=, 156CRIPTION. 20 36 .500 d) no spacers ,or sand fill to be'mstalled - L - 21 - 36 .500 166UE: 24 --- 36 - .500 CONTOUR INTERVAL. 2° ( for larger pipe use tunnel liner ) HIGHWAY CROSSING Reviseel DESIGNEDY: RHO' - general backfill Figure 3 Oct 03 DRAWN3Y DW K.,. _- (see , "hY Y^y.h N55 i, 55 5 5 SY p ',5'. N{ S tr,tipp. 5t', ,µ 4ty,N note) 5 K •5'A CHECK ,Y , RHO - _e .. -.. tYM555lS,SX',''�t�y„•SV,'.�i5"SQ�N, �rr}55"VV5• A:SVr O D R �55'' . . 5 ,5 h5•:: , A„55V ::, , 6HE ET TITLE A backfill 24 select backfill ') (see note) ' F COVER SHEET O.D., D , ,; '� • GRAPHIC SCALE. 6" concrete NTS CONCRETE ENCA SEMENT' C-1 00 a .tP , SNEEr NO I D _ C ;\ L rid' I'°ro ect 3\ 209'3\ 03�08\ dw \ C - 5r - 03208. d'w >=r II,. 12 lea } c i 200 14:35 � , 0l-1 1/2 SECTION CAST IRON >r•—%z SECTION STEEt NOT �J 2'-7" L 21/2" x 2i12" x 1/41. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, uuqp ,-� 10'-4'• tong FOR DEPTH GREATER THAN Ip' USE STANDARD ----� ca9t to hbcallar T•3�r2` / pl IA � / 2. THE "H" DIMENSION SHOWN ON THE STANDARDS Q AND SPECIFIED ON THE PLANS WILL BE A (- _-_- A j - MEASURED FROM THE INVERT OF THE OUTFALL F66 GALV. PIP£ TO THE TOP OF THE. STRUCTURE. I PLAN "Hill DIMENSIONS ARE APPROXIMATE ONLY STEEL One welded FOR ESTIMATING PURPOSES AND THE ACTUAL i. ;. I jointDIMENSIONS SHA-L BE DETERMINED BY THE +43.6 lbs. CONTRACTOR FROMFIELD CONDITIONS. Oplaxwl Brace Ribs •C inducing Weld all 3. WHEN SPECIFIED ON THE PLANE THE INVERT IS onnectors connectors TO BE SHAPLO IN ACCORDANCE WITH STANDARD - -- I to collar IS-1. THE COST OF FURNISFMG AND PLACING ALL IS TO BE INCLUD DSINNTTHDENTAL IE Bit) PRET HE FOR THHESHAA�STRUCTURE 01 %^ x I�/2' z 4" %2" x 4" 4. IN THE EVENT THE INVERT OF THE OUTFX.L Stud Shear PIPE 15 HIGHER THAN THE BOTTOM OF THE connectors STRI CTuRE. THE INVERT OF THE STRUCTURE 4' 2" SHALL BE SHAPED WITH CEMENT MORTAR TO - 12" �/2" PREVENT STANDING OR PONDING OF WATER -+t IN THE STRUCTURE. THE COST OF FURNISHING PLAN AND PLACING ALL MATERIALS INCIDENTAL TO q INLET SHAPING IS TO BE INCLUDED IN THE BID (Grote Removed) PRICE FOR THE STRUCTURE. �21/2•,, SECTION B-Q 5 OR£GREPS ARRE TQ OR DETAI 5 SEPROVIDED tEH5TANDAitO ST-1, 011 NSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, CAST IRON ONLY •�. 7. # 4 x 8" SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO BE PLACED IN ALL AREAS ADJACENT TO 4'•2" 01 ET SETTLEMENT. IN IN LIELIOF DOWELS CONCRETE TO VAN2"X4" Hardware Cloth 2'-G" NOTCH MAY BE PROVIDED. SEE STANDARD 3" pbmeter T-DI.3, a FOR ALTERNATE DESIGN. I � 1'-3" a See weepe 8 8. 3" DIAMETER WEEP HOLE WITH 12"y12" PLASTIC 0 m N ° ` p � _ Color e . ` -4" depth A,�gr 'lam 78 8- �+ d •S,� 12„ #B x fill width E E 12"-15"-18" or 24:. Ij f4 CV N i7 D V Q D r A. Q, � HARDWARE CLOTH '/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0,03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSa OF TI-E STRUCTURE. jC 1� J 9, CAST IN PLACE CONCRETE IS To 6E CLASS A3 (300o PSI), PRECAST CONCRETE IS TO 8E N 400C PSI. 10• ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. SECTION A -A -..1�. - 4" CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1,440 Cu. Yds. Concrete SECTION `v SECTION Q-D Ira" concrete pipe 1,528 Cu Yds. Concrete 18" car Crete pipe - 1.620 Cu. Yda. Concrete 24" concrete pipe 1.817 Cu. Yda. Concrete GRATE DETAIL Add 0.469 Cu, Y09, per additional foot of depth, APPROXIMATE WEIGHT Cost IroP Grate 363 ± 18 Ibs --- STANDARD DROP INLET �fRER(X1 REfEEMCE 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 1(-')'233 — —� V1R'GINIA DEPARTMENT OF TRANSPORTATION 302 T-D-1� STANDARD Dt-1 FRAME TOP & CRATE A4 BARS 04'' C-C (D�DDDjD�D O DD�D *4 DIAGONAL BAR D ODDDUD D D BALL CORNERS TYPICAL --- __ ODDDDDOOD OD j) ALTERNATE TOP 4'-10" DIAMETER 4' 10" 1A PC :I• fill -fir �•,4,. �r. RECOMMENDED MINIMUM HEICHT CHART PIPE H 0iMEN51ON _ SIZE CONCRETE CORR. METAL 151, 2•_9 d.. 2._8" 21" 31377 4, ,�.-7.. 3.-511 ell DOWEI-s 12 15 BARS 1800 L$S. ej GRDUT 1 LONG IWITHOUT GRATE) (53 NOTES: i .'I• I. SEE GENERAL NOTES PRECnS? FOR ADDITiONA1- DETAILS. 2• CONCRETE TO BE 4000 PSININIMUM. NOTES: 3' REINFORCiNG STEEL IN ACCORDANCE WITH ASTM C-475, A$TiM A-497 I, TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRCC) AND ASTM A-615 (REINFORCING BARS), APPROVAL OF THE ENGINEER. ,fONT5 ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR HUTYL RUBBER, 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT 2. ALTERNATE ,101NT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE 5TANDARD Di-1, IA FOR DETALS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER, ----- - �--- 4_ SPECIFICATION STANDARD PRECAST TOP UNITS REFERENCE 105 —VIRGINiA DEPARTMENT OF TRANSPCRTA71ON 233 103.03 ALUMINUM NAIL5 FOR CEDAR, 6&VANIZ— NAILS FOR TREATE REAR VIEW 1 x6 44 --� I--•-2-4' 5PACE j 2> It TOP VIEW / FRONT 1x6 4x4 2-Y DIRT BACKFIL WOODEN PRIVACY FENCE (NO WALE) —110' i-- 302 8' MAX• P05T SPACING thrust block i" dia. schedule 40 steel pipe filled with concrete - 3' and painted yellow 18" dia. .. concrete , encasement { ' BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad V-6" sq. x 6" deep 2" min. - 6" max. SDR 35 spigot SDR 35 spigot by R +' by gasketed r-- SDR 21 gasketed bell 45' bend bell adapter (see note) 2' K>• y.. :•,t v •:`: 'Hr� l.S.«;.i•1 rTn::a.•411�ti•:t..�"rl' :ti..N 1�: w i�C •.t f. .Y 3' minimum _SDR 21 gasketed SDR 35 8"x4" pipe and fittings ? — gasketed bell wye SCH 40 (see note) solvent --J weld cap i� 4 i, tr..•r. ' property line location marker stone c 36" min. cover 18" �. 4, WH.....b ', 'y: YY 4j,, \ 4" stone e:�•+• �•:.. •,�,.0 :, �.tw�r,,rr , r~: • , r'. 1 screw type adjustable valve box ;:- „" treated 2"x 4" with — \/\ stone--- stone to be minimum top 6" painted green /\ of 6" above top of base locator 4" \ /� marker 4" o° ,r' - pipe at 2.00% • •q q . q q e •e• ;eee:e•e .•.g:�°°°��g °..° °°O••°O°0°O°0°O aoa;ese;e;e°eve q°°•q•q•gee stone - •IL / Jr• a minimum grade /�� /' •eoa•q: a e• e•e•e e o *-1e•o •o a e e•e•q a e;°•e e o e �o e o / �` /\\ •o °e°o•o•oe••eoo°oee• • •o :-•:e:•?e:e?e4eIe9:?°?e4e!•9 a•o�o� e•:•e e °O.9eg:?:4:9:4 iT1e alU S 9 9 \ • • •o• •e•o•e._ • _ .... \\ \ ••j ,• • a •♦i e e• 3• ":„°•e•o°°°o a°e•e'o°e•o °o °e40. :°o• ••e a e e• •eoq• •q� '\ ' 0 Ov0 ' 0• O•y e• o e°0•O•0•oep e•O•e°O•o°O•e•O•••O 0•°O•°°0•ge°O°a•goOpO•e•:•o°O•e°0°0•0°0°O•°°° °••e• •eee OeSi :Oe• ••• ILO ° •0 OeS• O e •ee •e0••e O O•e:q • :•:• • 0•e 00°O.O°Oelilt•°O.O•••O �e e:g0s• e•$• r qe..g•••• e e q e q° .°q°q;q ..... ♦a /�/ / / /OJT/ / / / / / mechanical joint . °•:°._.•.�:•:S:°:g:°::g:�: •oj gg e=:o =;<,:;::� \�; swivel tee with o•e•o°s o••e: ° e•e aeo•It e ojo•e•e �:� 6" branch Meter Si 5/8" x 3. I 1 FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER METER SIZE �— 5/8"x3/4" or 3/4" METER BOX 18 in. Dia. -�— Non -Traffic METER BOX COVER 1 M32C-PW Traffic - A32HH - T 1" 24 in. Dia. , Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) COPPERSETTER COMPONENTS meter height service line copper -Inlet—i— _ -Outlet- size connection bar tubing size Angle Ball Valve Angle Check Valve 5/8"x3/4° 18" D 31014- w/ 1 Ye'-O.D. O.D, BA13-332 W-SN HHCA31-323-TV-SN w/ SSS Insert nse w/ CSB-43 I w/ CSB-43 3/4" 18" D-31014-12 w/ C14-44 1 Y8 " O.D. BA13-332 W-SN HHCA31-323-TV-SN w/ SS Insert w/ CSB-43 I w/ CSB-43 1" 18" D-31014-12 w/ C14-44 1 Y81 O D. B431.444 W HHCA31444 TV w/ SS Insert w/ CSB-44 1 UUUP1111y (PJX FIP) C14-44 with SS insert and MIP plastic plug Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box finished oracle $" square concrete skid pad 20"x 20"x 6" deep — cast iron cleanout cap with brass VALCO, Inc �Q6 plug having a countersunk square Fig. No. 71 BOB---* head Paneila Model PA4SV-CSK 4" �sl�'ICG� with lid marked ( ) ©� "SEWER' SDR 21 - cleanout pipe bottom section -----► of box I - brick base SDR 35 spigot by SDR 35 SDR 21 gasketed 1w';rM+tibell adapter gasketed bell wye k�+; ;,,,'.;•w' sanitar (see note) '� a�J " " ,SDR 35 gasketed sewer main SDR 21 a` I; r'•, ?.bell 45`' bend S, •� "�',p , ,f.l•• �r,Jl.rr;i'I t ' a ,i.....•V �, �� ,. y1K. �. ,'.f °i".ry �e,hy �•�� Ski r ,j,.', ";,..;'l14 r• •t. ♦ •..•l�r.'•t• ♦ ..i.' ,"�. +.1 r .:r.. ',4;'r1 11 ,J,. 7.1•+°°Zr k� .♦ �'•, n•; w+"• -- 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 Revised Figure 17 Oct 03 concrete pad V-6" sq. x 6" deep I 4" stone screw type adjustable valve box --- location marker r stone INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: - a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the •q,e street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. L-thrust block 5/811x3/4", 3/4" & 1" METER INSTALLATION SPACE 4' AMEX 5PACE (4 FOOT COVER) Revised Figure 5 Oct 03 I 1 to 24"1' 48" min. valve megalugged to main -- megalug 18"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540.464-5009 EMAIL; PNO@PERKINS-ORRISON.COM CON5ULTANT5 Wo. 036400 �'e�®r �IONAL 0ir SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS MARK i DATE DESCRIPTION 155UE: _ 12/ 15/03 CONTOUR INTERVAL: 2' DESIGNED BY; — _RHO DRAWN BY: DW CHECKED BY: RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE _� — NTS C-101 sHErr NO 2 or 4 ID - C:\Land Projects 3\2003\03208\dwg\C-5P-03208.dwg - Fri, 12 Dec 2003 - 14:35 REVISED ON 3/03 a` r0" ►� r y'_10" M1 02:1 MAX.) A SSIBL E TRUCTION JOINT CROSSWALI CROSSWALK A TANGENT PLAN � TYPICAL PLACEMENT AT INTERSECTION ®I r• WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED. NOTES �6" STO, CG 2 THIS DESIGN INCOROPORATES A RAW. FLOOR AT BOTTOM OF TWO SLOPNNG SIDES WITH 60" X 6D•' MUMUM STRUCTURES CRITICAL. STO. CO-2 OR CG-6 DIMENSIONS. PLACEMENT OF IIRAINACE IS OR CG-6 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) NMT'H SLIP RESISTANT INTEGRAL 20 11 48 : 1 MAX. UETECTABLE WARNING SURFArf COVERING THE ENTIRE WIDTH Of THE RAMP FLOOR (RAMP FLOOR MAY BE _.�_ 4" PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALT. RE PROVIDED BY AN EXPOSED AGGREGATE �_ FINISH, RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 1211. SIDES OF CURB RAMP MAY BE POURED MCNOLITHICALLY WITH RAMP FLOOR OR BY USING TSLOPING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST, MOLES MUST BE PROVIDED FOR DOWEL BARS S0� THAT AOJONNG FLARED 05 DOWELS,B" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL Q 12" C-C PERMISSIBLE SLOPE 12:1 CONS(. JOINT SE CLASS A-4. REQUIRED BARS ARE TO K NO. 5 X B" PLACED 1• CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP MAXIMUM FLOOR, AIR) -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/2 •, CURB RAMPS WILT_ OF MEASURED ANZ PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT • , . . ; , CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. • ---- -- CURB/CURB AND GUTTFR SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT SECTION B-B FOR CURB/CURB AND GUTTER, WHEN USED IN CONJUNCTION WITH STANDARD CC 3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. a CURB RAMPS ARE TO BE LOCAIEC AS SHOWN ON THE PLANS DR AS DNRECTED BY THE ENGINEER. LIMITS OF EXPOSED AGGREGATE SIDEWALK THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSA8 E ROIUTE N WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SOEWALK IS EXISTING, 3g ACCESSIBLE ROUTE IS DEFINED AS A CCNTINUOUS PR0n5EO.OR NONEXISTENT. THf_Y MUST BE LOCATED WITHAV PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHCLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS. ETC WILT ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. PARALLEL CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT Of TRANSPORTATION NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI f PRECAST. 3, COMQINATI N R a CURB u GUTTER HAvinrG A 17ADIU$ OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAK) FOR AS RADIAL COMBINATION CURB !4 CUTTER, 4• FOR USE WITH STAalLIZED OPEN-CRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE 0- SUBBASE COURSES AND TO 74E DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BIE USED WHEN DESIGN SPITED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEC)S ARE EXCEEDED STANDARD CG-7 15 REQUIRED. ' 6.. � 1 A 7' a o n Q , ► o • • A. PP s --- --- �- --- - - - - .--..- -.-.- - - - ---THE BOTTOM OF THE CURB AND GUTTER MAY RE CONSTRUCTED 6.. PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MX41M(A DEPTH OF 7" IS AMANTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF' THE CONTRACTCR COMBINATION 5" CURE3 & CUT TER VIRUINIA DEPARTMENT OF TRANSPORTATION HANDICAPPED PARKING SIGNAGE CODE OF VIRGINIA, SECTION 36-99.11 (NO 5CALE) NOTES: 1) SIGN SHALL BE THE INTERNATIONAL ----- HANDICAPPED 5YM5CL. 2) ALL PARKING 5PACE5 RESERVED FOR THE USE OF HANDICAPPED SHALL BE IDENTIFIED I BY ABOVE GRADE SIGNS 3) A 516N OR SYMBOL PAINTED' OR OTHERWISE DISPLAYED ON THE PAVEMENT OF A PARKING SPACE SHALL NOT CONSTITUTE AN ABOVE GRADE 6IGN, 4) ALL ABOVE GROUND HANDICAPPED 5IGN6 PENALTY SHALL HAVE THE BOTTOM EDGE OF THE 51GN NO LOWER THAN FOUR FEET NOR $100-50C HIGHER THAN SEVEN FEET ABOVE THE FINE PARKING SURFACE. 5) 5UCH 51GN5 SHALL BE DESIGNED AND TOW -AWAY CONSTRUCTED IN ACGORDANCE WITH THE ZONE PROA51ON OF THE UNIFORM STATEWIDE BUILDING CODE. ALL P5A5LED PARKING 51GN5 SHALL INCLUDE TH15 LANGUAGE X U- TYPICAL SECTION FACEDOWN CONCRETE SIDEWALK (NO 5CALE) 0' V 0" 11/4 A V IL14 A unur NG AREA 201.03 42" E5- 1/ INV IN=675,4' \� / / � ' ,ii� t IPF 'STORM INLET /'A TOP=682.I' \ j BENCHMARK INV.OUT=675,4' TM# 64-A-159N ELEVATION=681.92 BRADDOCK STREET PROPERTIE5, LLC ZONED, M-1 �/ \� ---- USE: OFFICE 6° X6" TEE SToriT THRUST SIGN �-2 BLOCK % �� '65_2 - TEL CABLE u 10 MAX. HEIGHT �� 100 5F MAX. AREA �ivC�RKER i �\ \� TM# 64-A-1595 570RM INLET 10 \ 554T PROPERTY TAX, DEPT. WATER TOP=682.0' REVERSE �" •3� \ �\ ZONED: M-1 METER W/j02�� \\\ 5LOPE 6 \ \ USE: BANK OFFICE NON TRAFFIC-'yy r' �. Z2 �� \ GUTTER (TYP) `\\ \ WATERLINE / /\ r\ aCOVER E s� W/ 18 CA51NG PIPE, BORE UNDER ,��✓ oTELE PEDESTAL FL LI - 68\ \\�� OF ROADWAY-. -�Q ' TELE, MANHOL 681,5 j \N� R\GN 10g2 WAT \M\� , - % ��\R� , ��,� 1 " ER / �� 681. 39 ��` �6 5R SERVICE 5 MPN ,- :� 64 7 ;�Ze e� �� 681.25 /^ 9 PA\ ldip (1Yf'), ,', .' ... \\ R25' 20� STORM ... .... A . .. 1� / DRAINAGE EASEMENT _ --y \ i � $g0..5p 1'7�\ 'HP rI� \ PD. 895 PG. 107 / . Q r VDOT ST' D% �, , N /�.... -i .. �". I 1 65 �- 30 \�-A.NITARY 5�*/ER . . . \ 'EAS. ENT PVC' �.�f� \ , ^G 682 , 7d��-� 679.64 -� NITARX ..0 p. o ,9 \ \\\ LIMIT5 OF CLEARING LATERAL � •�. � � 81.0 \\\ / ` ) \ �• N.P — �y _ \\\ 4 GRADING 682.50 \ ` P, CO 680.20 • ��`�� au \\ \a R2.5 8 \ \\\ \� 682.8(� ° 80, �, 679,52 6�9 9 \�\ \\ �s�`��0 \� �\ \ x 686.6' v 1 / C LOGO CO / 6 I \vc �' u 11 \I IN (TYP) �, r 682,30P NV� \ \. ; \\%\ k 'F < \�% \` \ 6 9.4,E �' \ \\ S0-7 \ 682 , 80 P \ pFP1GE 7� c� �• \\ \ � 680.2 LOT 13 \\\ -7 \a \ 2.026 ACRES 6 I 1 ' COON. NEW ILDIN INV IN= !?¢:�:::::;:•. �,. �fi \\ \ \\\ \ \ 80 X100 AC\CE55 \ / 80 X 125 (s �i' I OUT- EASEMENT E5\jABLISHED TO I 10,000 5F 6 80 �,': �\\ BENEFIT LOTS '0 3 14 I FF 682.8 CO % _ \\\ DI 1 \ \ \ i I �yq N I 1 5T0 RY - V T P 7 �. O 6 i W� ` : :...'.::.:.::: 12 INV. =672.3 \\ X a I r -p 25' TALL R :2•:BDk�: ,�• ;��•;,•:•:�;•;,�.�,•,::,:::... ...... , ... .:,: , , ..•, , �\ 68. 9' , .I pp0 � .. EVEfi 'E'::: / 6 PVC NIEp,D R •; ',:::::':::':':::::; :::SLI}R .: �\ t\\\ REVERSE TM# 64-11-14 I p�l�R �P.'':,.,.... DENNIS W. 51NGHA6 I 1 CU'iT'. .'.: R25 \u SLOPE U5 ZONED: M-1 I ENp \\\ $;,` E':'.'."'''' GUTTER TYP / wr�R poi eo {ca i G i : .....':':':'::':':.:. :::::::::x2: \\ ( ) USE; UNDEVELOPED N 1 / , INV, = pGK D �C3':';:::,;:::::: ' MiTS f';:;.: ',...1�. 679.30 p�p1N D u. . , • . , . , . , . • ....;::' .'.. ��;'. \ v Lp PP 1 \ • . x . ;. ::; ONNECT TO EX. STORM SEWER i UM G'� N':. \1. 677.701 D \jP 4?. •.'...•........:•.•..•. \. \ I CAD , G 1 P� \ I c 6 X 682. , CO \ 1 � 0, _ � \ , R25 \\ w N \ ::', ::'''' a 8-.1.2,., RCP 1'� INV.= FUTURE / GRA55 NED \ \ „ \�o \ %STORM INLET 678. �0 EXPANSION � / CHANNE IANGU R \ � &T \\ \\ 77,3 \� i, 80 x86 Li \ i\ T�=676.4' 6,902 SF/ �� 0.5' DEEiP v v�v ' 3:1 6ID SLOPES \ ��•4� �� 682 , / �', TOP=676,90�\\ INV.=671.40 \� \ GRA55,%LINE'D. TRIANGULAR CHANNEL \�. 1 9� ✓ ��2 �3 0.6 DEEP 3:1 SIDE 5LOPE5 \\\ \ dop x 680.9' i \FCC % STNCE \\ \ LIMIT5 OF CLEARING TM# 64-11-12 \\ >'--CiRADING CARL 5, HALE5 55MH \\\ \ ZONED: M-1 RIM=677.0' USE: UNDEVELOPED FLOW LINE.=658.5' TYPICAL SECTION CONCRETE SIDEWALK (NO 5CALE) 2" VDOT 5TD 5M-9.5A 6" VDOT 5TD 21-8 COMPACTED SUBGRADE 2. VARIE5 - 5EE PLAN 14" 4" VDOT CL. A3 CONCRETE 4 VDOT 21-B AGGREGATE BA51E �, WELL COMPACTED 5UBGRADE! / /y// /�c�%�; /�%„�/i;��;� TYPICAL SECTION STANDARD DUTY PAVEMENT r,� ,•,�, 8' X 6' W1.4 X W1,4 WWF (NO 5Gqf) *(ACTUAL PAVEMENT 5ECTION5 TO BE BASED UPON CDR RE5ULT5) 2" VDOT STD SM-9,5A 3" VDOT 6TD BM-25,0 6" VDOT 6TD 21- B COMPACTED 6UB6RADE TYPICAL SECTION HEAVY DUTY PAVEMENT (NO 5CALE) *(ACTUAL PAVEMENT 5ECTION5 TO BE 5,A5ED UPON CBR RESULTS.) 3" TYPICAL SECTION TRASH DUMPSTER PAD (NO 5CALE) (NO 5CALE) C% 3" \\\ CONCRETE FLUME SHALL BE 5+TORM INLET CONSTRUCTED OF ONE COURSE CLA56 TOP=672.8' A3 CONCRETE (AE) CONFORMING TO 42" RCP INVAN=666.5' THE ABOVE SECTION AND SHALL BE 54"RCP OUT THOROUGHLY SPADED IN FORMS AND FIN15HED WITH A WOODED FLOAT. CONCRETE FLUME SECTION PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CON6ULTANT5 ,TKLTH 2 V IMARORr'H. COSSMAN No. 036400 "<'71ONAL 1?1 i0 SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS MARK I DATE I DESCRIPTION 155UE: 12/ 15/03 CONTOUR INTERVAL: 2' DESIGNED BY; RHO_ DRAWN BY: _ DW CHECKED BY: _ RHO JOB NO: 03208 SHEET TITLE sHFi- LAYOUT & UTILITY PLAN GRAPHIC SCALE 0 30 _60 C-102 S�f'— V OF 4 ID - C:\Land Pro;ecta 3\2003\03206\dwg\C-5P-03206.dwg - Fri, 12 Dec 2003 - 14:35 TREE PLANTING DETAIL DECIDUOUS TREE NO SCALE SILT FENCE DROP INLET PROTECTION DROP INLET 2X4 WOOD FRAME WITH GRATE FRHMjE_'- / / ' / /•/ / / / / OTHER EXCE55 AT CORNER6 PER51PECTNE VIEW5 SPECIFIC APPLICATION: THI5 METHOD OF INLET PROTECTION 16 APPLICABLE WHERE THE INLET DRAIN5 A RELATIVELY FLAT AREA (5LOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOW5 (NOT EXCEEDING 1 CF5) ARE TYPICAL, THI5 METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH A5 IN 6TREET OR HIGHWAY MEDIANS. ELEVATION OF STAKE AND FABRIC ORIENTATION CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) h NO 6GALE 6 SAX 1. 6ET THE STAKES. 3 n5 3. 5TAPLE FILTER MATERIAL. TO 5TAKE5 AND EXTEND IT INTO THE TRENCH 2, EXCAVATE A 4"X4" 4• BACKFILL AND TRENCH UPSLOPE ALONG COMPACT THE THE LINE OF 5TAKE6, EXCAVATED 501L. SHEET FLOW IN5TALLATON KURCE V,a. PeWC (PER5PECTIVE VIEW) ELATE 7'1.05 199'2 STONE CONSTRUCTION ENTRANCE EX15TING GROUND MOUNTABLE BERM 70' MIN. _ j (OPTIONAL) r EXI6TIN6 A % PAVEMENT FILTER CLOTH EX1611N67_:�— GROUND-_-_ VDOT #1 COARSE AGGREGATE —� * MU5T EXTEND FULL WIDTH OF INGRE66 AND EGRESS OPERATION 10' AAlAIIAAIIAA* A —' 61DE ELEVATION —FILTER CLOTH 6ECTION A —A ; OURCE: VE5CH B -- WA6HRACK (OPTIONAL) 0 MIN, POSITIVE DRAINAGE TO 5EDIMENT TRAPPING DEVICE PLAN VIEW '10' MIN. REINFORCED CONCRETE DRAIN SPACE SECTION B — B PLATE 3,02-1 \� 0TAKEX' _ x 62L LAND5CAPE NOTES PERIMETER LANDSCAPING REQUIRED 1 TREE/2,000 GF PAVEMENT (10,454 5F PAVEMENT) = 5 TREE5 REQUIRED 5 TREE5 PROVIDED (2 NEW MAPLES + 3 EXISTING MAPLES) INTERIOR LANDSCAPING REQUIRED 1 TREE/10 SPACES (16 SPACES) = 2 TREE5 REQUIRED 4 TREE5 PROVIDED CANOPY COVERAGE REQUIRED 25% OF LOT AREA = (2.026 AC:*0.25) = 0.51 AC REQUIRED 0.52 AC PROPOSED = 26% 5% OF PARKING AREA = (10,454*0.05) = 523 5F REQUIRED 10% PROP05ED NO WOODLAND5 ARE ON SITE USE UNDEVELOPED FLOWv LINE. = 658.5' °a 6YMBOL QUANTIITY COMMON NAME BOTANICAL NAME COMMENT6 4" TO 6" CAL. 4 EXISTING MAPLES ACER 50' X40' U LT, 13 RED 5UN6ET MAPLE" ACER RU15RUM 2" CAL. 5413 A MAPLE ° RED 5UNOET" 50'X40' ULT. B CHEEROKEE PRINCE66 CORNU6 FLORIDA 6' TO 7 B t B 4 DOGWOOD "CHEROKEE PRINCE55" 25'X20' ULT, C 93 SEA GREEN JUNIP�ERUS CHINEN616 15" -18" CONT. JUNIPER SEA GREEN STORM INLET TOP=672 8' 42" RCP INV.IN=666.5' 54"RCP OUT 1 t 1 RIS WITH ANTI- DE551CANT TO DE:LVERY `----- E DECIDUOUS TREE5 PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 >XIMATELY 1 /3 OF PHONE 540-464-9001 FAX: 540-464-5009 :HES EMAIL: PNO@PERKINS-ORRISON.COM MIN, GARDEN M05E GALVANIZED TURNBUCKLES :D DOUBLE 5TRAND CON6ULTANT5 )AGE WIRE --- WRAP TRUNK FROM GROUND '.6T BRANCHES /E BURLAP FROM TOP OF BALL 5AUCER ILL WITH EX. TOPSOIL IN LAYERS, WATER UNTIL 5ETTLED '2" HARDWOOD 5TAKE5 J. BETWEEN BALL AND M OF HOLE, OL LEGEND ---��--mac- ��*;NLTH QM Ar�N `\ H. COSSM �— 0364 0 I]01u,0 Af SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS MARK I _ DATE DE50R1 PTION 155UE: 12/ 15/03 CONTOUR INTERVAL: 21 DESIGNED BY: _ RHO DRAWN BY: DW CHECKED_ BY: RHO JOB NO: 03205 SHEET TITLE SHEET LANDSCAPE AND E&S PLAN GRAPHIC SCALE 0 30 60 1 "=30' C-103 4 ,F 4 ID - C.\Land Projecte 3\2003\032081\cdwg\C-6P-03208,ciwg - Fri, 12 Dec 2003 - 14:35 W EROSION AND SEDIMENT CONTROL GENERAL NOTES PROJECT INFORMATION: 1.) LAND OWNER / DEVELOPER: ES-1) UNLE65 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 5AI PROPERTIES, LLC FCSA CONSTRUCTION NOTES: 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND P.O. BOX 4205 THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS MAINTAINED ACCORDING TO MINIMUM STANDARDS, AND SPECIFICATIONS OF L.YNCHBURG, VA 24502 OF THE FREDERICK COUNTY SANITATION AUTHORITY. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 434-385-6200 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2.) SITE ZONED: M-1 BY, THE 3,) FREDERICK COUNTY PROPERTY IDENTIFICATION NUMBER (PIN): 64-11 -13 3, EXACT LOCATIONS N5 OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE ES-2) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR . PRELIMINARY STRUCTURE # 12 BRANCH BANKING DRIVE AUTHORITY'5 INSPECTOR, TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 4.) TOTAL SITE AREA: 2.026 ACRES 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT 15 REOPON61BLE FOR THE INSTALLATION OF WATER COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE TOTAL DEVELOPED AREA: 2.026 ACRES FINAL INSPECTION. 5.) PROPOSED USE: 2,720 OF OFFICE WITH 7,260 OF WAREHOUSE METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER 15SET, THEY REQUIRE; 1)THE FRAME AND COVER WITH A 6,902 OF FUTURE WAREHOUSE EXPANSION TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2)THE FRAME AND COVER TO 13E SET_ TO THE E5-3) A LAND DISTURBANCE PERMIT 15 REQUIRED PRIOR TO INITIATING ANY CURRENT USE: UNDEVELOPED FINAL GRADE OF THE LOT; 3)THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR TO BE. SITE WORK ALLOWABLEFLOOR AREA RATIO (FAR) = 1.0 BETWEEN 1ORDER. D 211 INCHES; AND 4)AL MPONENTS�OF THE METER 13OX�ASSEMBLY TO BE IN PROPER 6.) FAR: CO Y ES-4) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN TOTAL FLOOR AREA = 10,000 5F + 6,902 5F ADDITION = 16,902 5F = 0.39 Nyucm CORFAMY. SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ACRES 5, FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 1 STORY BUILDING A) THE LOCATION OF THE SERVICE LATERAL 15 TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING E5-5) THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL FAR = 0,39/2.026 AC = 0.19 ASSISTANT, AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN, EROSION CONTROL MEA5URE5 NECESSARY TO PREVENT EROSION AND 7.) REQUIRED PARKING B) THE AUTHORITY SHALL FURNISH AND INSTALL ALL g",j" AND 1" WATER SERVICES. SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 1 SPACE/250 5F OFFICE AREA (2,720 5F OFFICE) = 11 SPACES FOR ALL u �� C) ANDHE TAP AND RING THE PIPING TO HORITY 5AND MAKE �THE WTHE �CONTRACTOR 1 SPACE/ EMPLOYEE FOR WAREHOUSE (2 WAREHOUSE EMPLOYEES, INCLUDING THE PROPERTY LINE, INSTALLHALL IS TOTFURNISH METER VAULT ASSEMBLY. E6-6) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER FUTURE EXPANSION) = 2 SPACE5 THE AUTHORITY WILL INSTALL THE METER, THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE 13 TOTAL SPACES REQUIRED D) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A 28 6PACE5 PROPOSED 6. WHEN AN EXISTING WATER MAIN 15 TAPPED FOR THE INSTALLATION OF A NEW LINE: SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE LOCAL PLAN THERE ARE NO EXISTING SPACES ON51TE. A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL TO MAKE THE TAP, APPROVING AUTHORITY, 8.) REQUIRED HANDICAP PARKING SPACES 26-50 TOTAL PARKING SPACES ON B) THE DEVELOPER/CONTRACTOR MUST: (1)MAKE APPLICATION FOR THE TAP, (2)PAY DEPOSIT (BEFORE 51TE= 2 SPACES WORK BEGINS); (3)MAKE THE LOCATION OF THE TAP; (4)MAKE FINAL PAYMENT WHEN THE WORK IS ES,- 7) EROSION AND SEDIMENT CONTROLS SHALL BE CONSTRUCTED AS, A 2 HANDICAP SPACES PROPOSED COMPLETED, FIRST STEP IN ANY LAND DISTURBING ACTIVITY (M5-4), EARTHEN STRUCTURES 9.) LOADING REQUIRED: 7.. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHALL BE SEEDED IMMEDIATELY UPON INSTALLATION (M5-5), 1 SPACE FOR 5TRUCTURE5 BETWEEN 30,000 5F AND 100,000 OF 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, 10,000 5F + 6,902 OF = 16,902 OF BUILDING, NO LOADING SPACE REQUIRED AS REQUIRED, INSTALLED. THE ASSEMBLY MUST MEET A56E STANDARD NO. 1015 OR 1013, A REMOTE READOUT E5-8) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO NO LOADING SPACE PROPOSED 15 REQUIRED. F GRADE 15 REACHED ON ANY .DENUDED AREAS WITHIN 7 DAYS AFTER FINAL G R K N SILT LOAM 9C . SITE HA5 10.) SITE 501E TYPE IS CLEARS 00 HA NERY 5 ( ) 9. ALL FIRE LINES, SHALL HAVE A DETECTOR DOUBLE. CHECK CALVE. BACKFLOW PREVENTION ASSEMBLY OR A RPZ PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED BEEN A BORROW SITE. SURFACE MAT IAL HAS BEEN REMOVED DOWN TO THE BACKFLOW PREVENTION ASSEMBLY AS, REQUIRED. THE A55EMBLY SHALL MEET A65E STANDARD NO. 1046 OR WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT SHALEY SUBSTRATA. 1047, A REMOTE READOUT 15 REQUIRED. WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION 11.) 61TE TRIP GENERATION PER ITE TRIP GENERATION MANUAL, 6TH EDITION: SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN LIGHT INDUSTRIAL= 6.97 TRIP5/DAY/1,000 5F (10,000 OF) = 70 TRIPS 61TE NOTES: ONE YEAR (M5-1), +6.97 TRIP5/ DAY/ 1,000 5F (6,902 5F FUTURE ADDITION) = 49 TRIPS 61.) ALL PAVING AND CONCRETE FLATWORK SHALL BE A5 PER APPLICABLE SECTIONS OF THE VDOT ROAD AND GENERAL NOTES 119 TRIPS BRIDGE STANDARDS AND SPECIFICATIONS. ES-9) ALL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES (M5-2). G1.) EXISTING TOPOGRAPHY AND BOUNDARY FROM FIELD SURVEY PERFORMED BY 62.) ALL FILLS TO BE COMPACTED IN 8" L006E LEFTS TO 96% 5TO, PROCTOR. EXISTING SLOPES GREATER THAN PERKINS AND ORRISON, 4:1 SHALL BE BENCHED PRIOR TO PLACEMENT OF FILL. ES-10) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED G2.) THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 53.) EXISTING SLOPES GREATER THAN 4:1 SHALL BE BENCHED PRIOR TO PLACEMENT OF FILL. SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK THAT 15 UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT ER06ION AND FOR ANY DAMAGES THAT OCCUR BY HIS/HER FAILURE TO LOCATE OR 54.) 616N PERMIT 16 REQUIRED. OWNER 15 TO SUBMIT SIGN TYPE, HEIGHT AND DESIGN TO THE FREDERICK (M5-3) PRESERVE THESE UTILITIES. IF, DURING CONSTRUCTION, THE CONTRACTOR COUNTY PLANNING 6 ZONING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS ES-11) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A HE/SHE SHOULD NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER 65.) EACH PROPOSED OR EXISTING OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE, INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. ERODING EXCE661VELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL 63.) ANY 015CREPANCIEO FOUND BETWEEN THE DRAWINGS AND 51TE CONDITIONS ALL OUTDOOR PARKING LOT LIGHTING SHALL BE BUILDING MOUNTED, BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEA5URE5 UNTIL THE OR ANY DISCREPANCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY PROBLEM IS CORRECTED (M5-7). REPORTED TO THE ENGINEER. WORK DONE BY THE CONTRACTOR WITHOUT 56.) THE SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND PROPERTY LINES SHALL NOT EXCEED ONE-HALF DIRECTION AFTER THE DISCOVERY OF SUCH INCON515TENCIES SHALL BE DONE AT (1 /2) FOOT CANDLE. SEE ARCHITECTURAL PLANS FOR DESIGN AND DETAILS OF EXTERIOR WALL MOUNTED LIGHTS. ES-12) CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES THE CONTRACTOR'S RISK. UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, 64•) ALL CONSTRUCTION SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF FLUME, OR SLOPE DRAIN STRUCTURE (M5-8). TRANSPORTATION STANDARDS AND SPECIFICATIONS. CONSTRUCTION OF SANITARY "A" "A" grade SEWER AND WATER SERVICES SHALL CONFORM TO THE FREDERICK COUNTY v mi6i u trench }.- 6 minimumE5-13) ALL STORM ►NLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SANITATION AUTHORITY WATER AND SEWER STANDARDS AND SPECIFICATIONS, y \ m' v 1 SHALL BE PROTECTED 50 THAT SEDIMENT LADEN WATER CANNOT ENTER THE STORM WATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR LATEST EDITION,` 65. ALL CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ) r form board (typ) y '•'; D"::.. i ;. 4 �� machine excavation limit Wlnche5ter Airport �4 06c 00 kt, r 5prl Uses within 500 of property Dealgnatlon Use E Office Bank Office Undevelo ed C), o� Independence a� Rt. 1092 It0' ® �o ICI N Q :5 51TE 1 N5 ET MAP 1 1 = 2000 OTHERWISE TREATED TO REMOVE SEDIMENT (M5-10). E5-14) WHEN INSTALLING UTILITY LINES, NO MORE THAN 500 FEET OF TRENCH ACT (ADA) REQUIREMENTS, 66.) CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED ON THE Pam' �; :` :;:::.. ` ' ;: f� ti .,, a' B, AB BLDG ABBREVIATIONS ANCHOR BLOCK HP BUILDING INV HIGH POINT INVERT 5'Min. MAY BE OPEN AT ONE TIME, AND EXCAVATED MATERIAL SHALL BE PLACED ON 67.) ALL FINAL GRADING, SEEDING, SODDING AND/OR PAVING SHALL BE DONE IN �� . • T .;.. BC B0170M FACE OF CURB IN INVERT IN THE UPHILL SIDE OF TRENCHES (M6-16), SUCH A MANNER TO PRECLUDE PONDING OF WATER ON THE SITE. :. :' l "C" BM BENCHMARK 10 INVERT OUT 68.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY y: , trench `° bottom CL CENTERLINE MAX MAXIMUM E5-15) ALL RIP -RAP SHALL BE INSTALLED OVER FILTER FABRIC. PERMITS BEFORE THE START OF CONSTRUCTION. gate valve , gate valve;; ��; undisturbed earth stone bedding CL CLA5,5 MECH MECHANICAL 69.) THE CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) 48 & boxes & box CMP CORRUGATED METAL PIPE MH MANHOLE E5-16) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN HOURS PRIOR TO EXCAVATION. TYPICAL SECTION CO GONG GLEAINOUT CONCRETE MIN NIC MINIMUM NOT IN CONTRACT APPROVED FILTERING DEVICE. 610.) THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, TEE, 1lVYE, OR PLUG DI DROP INLET PVC BEGIN VERTICAL CURVE '- TELEPHONE AND CATV SERVICES. E5-17 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT 611.) DISPOSE OF TREES, STUMPS AND OTHER DEDR16 OFF SITE. In lieu of wood forming the fitting may be wrapped with polyethylene, and the concrete poured to completely surround *denotes hand excavation "D" = 12" min. for 10" and smaller pipe DIA DIP DIAMETER DUCTILE IRON PIPE PVC PVT POLYVINYL CHLORIDE END VERTICAL CURVE c CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND 612.) ALL MATERIALS USED FOR PILL SHALL BE FREE OF UNSUITABLE MATERIALS the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min. for 12"thru 20" pipe p p EA EACH RCP REINFORCED CONCRETE P PIPE E DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION 15 ACHIEVED, SUCH AS WOOD, ROOTS FROZEN MATERIAL ROCKS OR BOULDERS OF against undisturbed soil shall remain as shown, see chart below for A, B, C dimensions. EC EROaION CONTROL 5HT SHEET UNACCEPTABLE SIZE OR ANY OTHER NONCOMPACTING SOIL MATERIALS. ELEV ELEVATION 5F SQUARE FEET `o E5-18) SILT FENCE, SILT TRAP AND CHECK DAMS SHALL BE CLEANED OUT 613.) A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS "6" minimum EP EDGE: OF PAVEMENT STR STRUCTURE WHEN SEDIMENT REACHES ONE HALF THE HEIGHT OF THE BARRIER AND TRANSPORTATION BEFORE ANY WORK 15 PERFORMED IN A STATE RIGHT-OF-WAY. WHENEVER DIRECTED BY THE COUNTY EROSION AND SEDIMENT CONTROL 614.) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS OFFICIAL. SEDIMENT SHALL BE IMMEDIATELY STABILIZED UP GRADIENT OF AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC EROSION AND SEDIMENT CONTROL MEASURES, RIGHT-OF-WAY. IT 19 THE CONTRACTOR'5 RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE ALL MEASURES NECESSARY TO ENSURE THAT THE ES-19) ALL MEASURES SHALL BE UTILIZED AND CONTINUOUSLY MAINTAINED ROAD 15 MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES DURING THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AND DENUDED AREAS DURING CONSTRUCTION. ARE STABILIZED. NO AREA SHALL REMAIN DENUDED FOR MORE THEN THREE 615.) DIMENSIONS ARE FROM THE EDGE OF PAVEMENT OR FACE OF CURB CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. UNLE65 OTHERWISE NOTED, SPOT SHOTS ARE TOP OF CURB ELEVATION UNLE66 OTHERWISE NOTED. ES-20) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 616.) PAINT HANDICAPPED SYMBOL ON PARKING' SPACES WHERE SHOWN ON WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ALL DRAWINGS, TRAFFIC MARKINGS ON ASPHALT PAVEMENT SHALL BE YELLOW FOR Pipe Dia. Plugs, Wyes & Tees 11 1/4° and 22 1/2° Bends 45° and 900 Bends -- A B C A B C A B C 6" V-0" 0'-9" i -0„ 0'-9" U-91- 0'_9„ 1 -3" 0'-9„ � ,-9" 8" 1'-3" 0'-9" V-3" 0'-9" 0'-9" 0'-9" V-6" 0'-9" 2'-3" 10" V-6" 0'-9" V-6" V-0" 0'-9" V-3" V-91' U-9" Z-6" 12" 1'4" 1'4" 2'-6" V-3" V-0" V-6" 2-0" V-0" 3'-0` 14" 2'4' V-0" 3-0" V-3" V-0" V-6" 2'-6" V-0" 4'-0" 16" 2'-3" 1'4" 3'-6" 1',6" 1'-T 2'-0" 2'-9" 1'4" 4'-6" 18" 2'-6" V-3' 3'-9" V-6" V-3" 2-0" 3'-0" 1 V-3" 4'-9" 20'1 1 2'-9" V-6" 4-4' 1 �-9" V-6" 2'-0" 3'-3" 1,_6„ 5-4' "P E5 END SECTION 5W 51DEWALK p, EX EXISTING T TOP FB FACE OF BUILDING TC TOP BACK OF CURB FF FIN161HED FLOOR TYP TYPICAL /�� •„ ` : ` ELEVATION VB VERTICAL BEND a FH FIRE HYDRANT VDOT VIRGINIA DEPARTMENT GV GATE VALVE OF TRANSPORTATION ,�✓ HB HORIZONTAL BEND WWM WELDED WIRE MESH HOR HORIZONTAL W/ WITH tunnel liner .' WV WATER VALVE LEGEND EX15TING NEW DESCRIPTION 3 �40 Existing - - .- -- oP.-O kocc ..Vc 1 c,,u aca, NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENE56 OF THE AREAS SEPARATING 'TWO WAY TRAFFIC. TRAFFIC MARKINGS FOR HANDICAP NOTE: EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. PARKING SPACES AND ACCE55 AISLES SHALL BE BLUE. ALL OTHER PAVEMENT L_ S _ BUILDING WALL MARKINGS SHALL BE WHITE, PAINTED LINES SHALL BE 4 INCHES WIDE. TRAFFIC 11 1/4° THRU 90° BENDS _ 1. Separation of carrier pipe from casing i y p P P g pipe shall be b E5-21) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST VIRGINIA DEPARTMENT _ .:.. • . ;:.. ,� .,�.. CONC. WALKS manufactured steel and/or plastic casing spacers REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE OF TRANSPORTATION AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 1340 - 1342 CONTOUR5 MEA5URE5 ARE NO LONGER NEEDED M5-18 , ( ) STANDARDS AND SPECIFICATIONS. galv.fl rods over fittings and ---�--- 2. spacers shall be placed on spigot end within 6 inches of UTILITY PROVIDERS: 617. TRAFFIC CONTROL SIGNS SHALL ) BE INSTALLED IN ACCORDANCE WITH THE embedded in concrete thrust blocks. 62 50 - SPOT ELEVATION connection to bell; then 2 spacers evenly placed on length FREDERICK COUNTY AOELPHIA CABLE ALLEGHENY POWER LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE MANUAL OF UNIFORM x 1350. 6 + TC SECTION of pipe MAIN OFFICE TRAFFIC CONTROL DEVICES STANDARDS AND SPECIFICATIONS. SANITATION AUTHORITY 1039 N. FREDERICK PIKE ' ' FITTING SIZE ROD SIZE NO. RODS EMBEDMENT STORM SEWER P.O. BOX 1877 WINCHESTER, VA 22603 P.O. BOX 1392 618.) SEE ARCHITECTURAL PLAN FOR UTILITY STUB OUT LOCATIONS 4 ROOF SIZES REQUIRED WINCHESTER, VA 22604 540-667-0364 FAIRMONT, WV 26554 DOWNSPOUT LOCATIONS. 12 &LESS 6 2 30"'' SANITARY SEWER MANHOLES a -- a 540-868-1061 LOCAL OFFICE G19,) DESIGN PROFE5510NAL LTC. IN VA SHALL SEAL THE STRUCTURAL PLANS �i�� 14 20" 8 2 36" o�y CARRIER PIPE CASING PIPE WALL 480 SHADY ELM RD. SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF Concrete DIA. (") DIA. (") THICKNESS (") VERIZON WINCHESTER VA 22602 - WATER LINE, VALVE 5 FIRE HYDRANT 4 or less 12 .250 SHENANDOAH GAS CHAPTER 17 OF BOCA SHALL APPLY TO TH15 TYPE OF STRUCTURE. (SOILS, z ,. 350 HILLANDALE LANE 404 HILLANDALE LANE 800-255-3443 CONCRETE, STEEL, ECT.) 6 16 .250 WINCHESTER, VA 22602 Fitting Volume of thrust block in cu. d. 5TEPHENS CITY, VA 22655 620.) BUILDING PERMIT AND PLANS SHALL BE REQUIRED FOR ALL SIGNS AND VERTICAL BENDS � size 11-1/4° 22-1/2° 45° 90° - 18 .375 540-669-1111 540-665-3156 FENCES THAT EXCEED 6' IN HEIGHT, stone bedding ' 6" - - - 1.3 - � UNDERGROUND ELECTRIC LINE 10 20 ,"t5 SEEDING REQUIREMENTS - --eE-- - OVERHEAD ELECTRIC LINE 8" - - 1.1 2.3 12-24 .250 TEMPORARY SEEDING - T5 RATES PER ACRE: 10"- - 1.8 3.7 - -G - GA5 LINE 14 24 .375 WINTER: 40 LBO, ANNUAL RYE AND 40 LBO. •CEREALE RYE THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 - - EDGE OF PAVEMENT 15 24 .375 SUMMER: 40 LBS, ANNUAL RYE AND 40 LBO. FOXTAIL MILLET FERTILIZER: 1500 LBS, OF 10-16-10 PER ACRE LIME: 2 TONS PER ACRE UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 - - CURB AND GUTTER (GO-6) 16 30 .500 ,j VDOT GENERAL NOTES: AS FOR HORIZONTAL BENDS. 1,6' 0.9 2.3 5.1 - REVERSE 18 30 URB AND GUTTER (CG-6R) 20 36 .500 ,Soo C- PERMANENT SEEDING- Pa SEASONAL RATES PER ACRE: V1.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT is° 1.4 3.2 6.3 - FEB 1 TO MAY 15: MAY 16 TO JULY 31: OF TRANSPORTATION (VOOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA ER06ION 20" 2.2 4.5 7.8 TRAN51TON FROM CG-6 TO C6-6R 21 36 .500 100 LBO. TALL FESCUE 120 LBO. TALL FESCUE AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE, 24 36 .500 15 LBS,, ANNUAL RYE 10 LBO. FOXTAIL MILLET IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLAN5, THE MOST CONCRETE THRUST BLOCKING - � X - - FENCE (for larger pipe use tunnel liner ) 2 LBS RED GLOVER 2 LBS, RED CLOVER WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 b) 3" diameter pipe for 1" service lines c) 6" diameter pipe for 2" service lines d) no spacers or sand fill to be installed STRINGENT SHALL GOVERN, Figure 2 TREELINE HIGHWAY CROSSING AUG. 1 TO SEPT. 15 SEPT. 16 TO FEB. 28: V2.) ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, general backfill Figure 3 100 LBS, TALL FESCUE 120 LBO. TALL FESCUE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND V05H RULE5 AND REGULATIONS, general backfill (see note) general backfill' general backfill (see note) :::.. (see note _) (see Hotel 15 LBS. ANNUAL RYE 20 LBS. CEREALS RYE V3. WHEN WORKING ON VDOT RIGHT-OF-WAY ALL TRAFFIC CONTROL WHETHER PERMANENT E 2 L65, RED CLOVER 2 LBO. RED CLOVER OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE o D o D STANDARD SEEPING RATES FOR ALL SEASONS CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD R 811 8" 8" s" ` o D (GENERAL SLOPES 3:1 OR GREATER) OA AND BRIDGE SPECIFICAT10N8, SECTION 104,04-C. concrete 108 LBS, KENTUCKY 31 FESCUE 2 LBO, RED TOP GRASS ...... 20 L135 CROWN VETCH 20 LBO OTHER V4.) THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HI5 EXPENSE, ANY AND 24" select backfill 24" select backfill (30°k HARD SEED IF PLANTING 1N DEC., JAN., OR EARLY FEB.) ALL UTILITIES, INCLUDING TRAFFIC 516NAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. (see note) (see note) OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT 16 THE SOLE RE5PON5113ILITY OF THE SOIL AMENDMENTS MANY SEASONI: DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS, WHICH MAY BE IN •., FERTILIZER: 1500 LBO. OF 10-18-10, LIME : 2 TONS PER ACRE CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS: 6" =a' g" stone A MULCH COVER 15 REQUIRED ON EVERY 5EEDING: ODO.D. DOES, NOT RELIEVE THE DE/ELOPER OF TH15 RE5PON51B.. ILITY. .. ' .° . • ,. 1/2 O.D.� .•.� STRAW BALES AT 80 5ALE5 PER ACRE OR AN APPROVED MANUFACTURED - IGN MULCH/STABILIZATION MATERIAL VS,.) DESFEATURES RELATING TO FIELD CONSTRUCTION, REGULAT10N5, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE A5 DEEMED NECESSARY BY VDOT, ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE SITE n��o A L .` RESPONSIBILITY OF .HE DEVELOPER. 6" 6° C-1 00° GONER SHEET V6.) PRIOR T(1 INI�AT10N OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING stone � stone concrete C_1 ®1 o DETAIL SHEET ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VOOT RIGHT-OF-WAY. STANDARD CONCRETE ARCH V7. RE BY THE CONCRETE CRADLE Q � o� 02. ®�� SHEET ) IF REQUIRED Q E LOCAL VDOT RESIDENCY OFFICE, APRE-CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, NOTE: To be compacted to 95% of ASTM D698 maximum density. CA 03. LAYOUT & UTILITY PAN LVARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8.) THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RE5I,DENCY OFFICE WHEN WORK, la TO BEGIN OR CEASE TRENCHE®IfV(� o� ® LANDSCAPEAND �� FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL AL50 REQUIRE 48 HOUR5 NOTICE FOR ANY INSPECTION. Figure 1 I" select backfill ce note) 6" 1/2 O.D. t� M concrete CONCRETE ENCASEMENT 8„ 24" select backfill (see note) 6" 6" Revised Oct 03 APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR ZONING ADMINISTRATOR APPROVAL DATE SITE PLAN VALID FOR 2 TWO YEARS FROM DATE OF FCSA APPROVALAl " PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE:540-464-9001 FAX:540-464-5009 EMAIL: PNO@PERKINS-ORRISON.COM CONSULTANTS No. 036400 "�'IONAL N SITE PLANT FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT, SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS � 11/16/041pER REVIEW GOMMENTS� /13/04PER REVIEW COMMENTS MARK I DATE I DESCRIPTION 155UE: 12/15/03 CONTOUR INTERVAL: 2' DESIGNED BY: RHO DRAWN BY: DW CHECKED BY: RHO SHEET TITLE GRAPHIC SCALE NTS Or 1 yz SECTION CAST IRON --- l —Vz SECTION STEEt NOTES 2'-17, L 21/2- x 21/2" x 1/4" 1. UEPTH OF INLET tHl TO BE SHOWN ON PLANS. Lugs to be 1,-Si/z _.� 10-4" tong Ft7R DEPTH GREATER THAN ICY USftO E STDA cost with collar / Qh IA 1 / m 2- THE ^H" DIMENSION SHOWN ON THE STANDARDS B g AND SPECIFIED ON THE PLANS WILL BE A N '•' yN A + --- CAST IRON - MEASURED rROW THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE. STRUCTURE, One welded Pt.AN "H" DIMENSIONS ARE gPFRO%1MATE ONLY AND THE ACTUAL -••— GALV. STEEL bg ± I FOR ESTIMATING PURPOSES j°'^t DIMENSIONS SHALL BE DETERMINED BY THE Optional 3 Its. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Broce Ribs-[ ` ;ncludng including Weld CA 3. wHEN SPECIFIED ON TH£ PLANS THE ItNvERT IS -- - Ivgs onnec torsi connectors TO BE SHAPEU IN ACCORDANCE WITH STAnD-4RD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO HE INCLUDED IN THE END PRICE FOR. THE STRUCTURE, 4' d- IN THE EVENT THE INVERT OF THE Qt1TFALL fll/a 2-7- R/2•Lugs Stud Shear PIPE 15 HIGHER THAN THE BOTTOM OF THE connectors STRUCTURE, THE INVERT OF THE STRUGTLIRF SHALL BE SHAPED WITH CEMENT MORTAR TO ----4 -2 ;lB PREVENT STRUCTURE. OR PONDINO OF WATER -'�•t-tom IN THE STRVCTURE. THE COST OF FURNISHING PLAN AND PLACING ALL MATERIALS INCIDENTAL TO e INLET SHAPING IS TO BE INCLUDED IN THE BID fGrole Remuved) ry FRICE FOR THE STRUCTURE. SECTION B-B 5 STEPS ARE TO BE PROVIDED WHEN HIS DR GREATER. FOR DETAILS SEE STANDARD ST ST-1, DIkCNS10NS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, CAST IRON: ONt �,,,� 7, # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO BE PLACED IN ALL AREAS ADJACENT a-2 D1 To ABUTTING CONCRETE TO PREVENT Hardware Cloth 2 -b" SETTLEMENT- IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" Oometer 1'•3" T-Dl-3, 4 FOR ALTERNATE DESIGN. o Seeallootee S I v 8. 3" DIAMETER WEEP }TOLE WITH 12-X12- PLASTIC 66 5.a -. : - N A . \\ Collor s l�" 4" depth�r. O .�IErJlL 12., #8 x 6" width 12"-15"-18" or 24" N irj F•') a . ~� N tV N i7 w h Ia O 6 -�—� HARDWARE CLOTH '/4" MESH OR GALVANILEU STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", j N1JImBFR 4 MESH HARDWARE CLOTH ANCHORED C FIRMLY TO THE oUTStuE or THE STRUCTURE, I CAST IN PLACE CONCRETE 15 TV BE CLASS A3 l9. (3400 PSI). PRECAST CONCRETE IS TO OF 4 4000 PSI, 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER J MAY BE 5U9STITUTEO FOR THE CAST IRON _I LUCS AS SHOWN HEREON - IV. E I SECTION A- A -'l 4 -iE-r 4" CONCRETE QIJANTITIES FOR MIN. DEPTH • 'Ya^��_�1 116" 12" concrete pipe 1,440 Cu, Yds. Concrete SECTION C-C SECTION [) D 15" concrete pips 1,528 Cu Yds. Concrete 18" r_flrcrete pipe 1,620 Cu. Yds. Concrete 24" concrete pipe - 1,817 Cu. Yds. Corciete GRATF DETAIL_ Add C.469 Cu, Yds. per add tionol font of depth. APPROXIMATE WEIGHT Ca%t Iran Grate 363 ± 18 Its STANDARD DRIP INLET SPECf ICATI REFFREMCE 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 342 STANDARD DI-4 FRAME Top AL.TERNATF & GRATE — rep 44 BARS 04" C-C --- - LIJ - - - -- Ll-1 DflDODO 0 �ODOD � ; ; DDDDODDDODDDDD DDDAE HIM 4•-1011 1 1 ►04 DDDDODDDODDDDD I I 0ADIAGONAL BAR �DDDODDODOOODDD - I I I DDDDnD00D00DQ0 I I I QALL CORNERS TYPICAL- — --_ - NINE OM I I 'DODDDDDODODDDD 77-1 4-4--4-7 - --4-+4 4'•10 DIAMETER _.-------- V-10' 01-1, 1A PC �— F -- RECOMMENDE'D MINIMUM HEIGHT CHAR I PIPE H {NMEN5IQN SIZE CONCRETE CORR. METAL 21^ 3, 4" 'r - 'r� m, 1• m. :11 8" DOWELS ,V✓ LVdI •!, �I. NOTES: I 1 ser GENERAL NOTES PRECAS? FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 PSIMNIMUM, NOTES: J• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 I, TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS), APPROVAL OF THE ENGINEER. JOINT5 ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR 8U1YL RUBBER, 4, CONCRETE COVER AND GRATE ARE TO BE FURMSHEO AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS, 5 SEE STANDARD DI-1, to FOR DETALS OF FRAhIE AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY MlH ALTERNATE JOINT DETAILS MANUFACTURER, 51 STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTAIION i IO ALUMINUM NAILS FOR CEDAR, GALVANIZ-- NAIL5 FOR TREAT[ REAR VIEW 1 x6 40 0 44 GROUT -1 1---2-4" 91" ACE r,=,1 =I r,i �-1 8IMX. P05T 5PACING ITIr�I r-r'l ITF9 r� M r� I +2} " �� - TOP VIEW FRONT N6 2-3" DIRT BACKFIL WOODEN PRIVACY FENCE (NO 6CALE) —"l10" I -- thrust block i" dia. schedule 40 steel pipe filled with concrete 3' and painted yellow 7' V, 18" dia. ,\ N' concrete\< encasement y C BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad V-6" sq. x 6" deep -� 1 I 2" min. - 6" max. / w 4" stone screw type I adjustable valve box stone----, stone to be minimum of 6" above top of base \ C locator marker •%/;� m m°° , ,°, ' °oe°e"Oo^Oo^°o"o o$a$a•°°o^m"e°c m s•seveemoe stone- uaveo°°.°m°a°u°m ovoaoao 0 000aaovoo e•e000e•o°. , e°ao;e;o°e•e �"� �i:� °e000°e°e°•°e °m•eo°O°o°°o°°oe°oa°oeoae°ae °-°_m�vooeaeee,aoo;o°ees°e a °°°°e°°o•°a°mo°oa e'e -megal °o;eee,e,a,a mu9s-� �. r o°o,aeo,o;. �\ - -° /\ --- .;moo oe eo °oae°m°mac•000°eoo•oo°o°eoe°eomo° ;o$soo°o°e$eomoo me oo°o ooeeooeomoe,e•o°o•eoo°o°000•000,m• ooeo°oe°e000ee mom moe•os000° momom ° °Novo °000 o° o•e°0000eo° oo °., / Novo°o°o° . eo oea• s �\ ° . omo o ovoa°ooeom000000 eO''o"o° 00o moon o ova o00 omo ° ° o a o"oa°oa°oco°o"°o 'o.s.'o..9- m000aeo• '"emOo"a a°e°i°s°i ami 'e °e e° �i /�\ mechanical joint oe•m 00 oe oe o°'o o"a • °o oee m °o moon° 00 o m °0°00 °°0 ooe0000000mo°ooeomeeoo° \ oo°e•oa°000emooaaamao,moe • mm e m e eoeoeoeoe•e,meeomoeomoepeoe•emmoe; 'o°oQoom000eee o eoaoa000e o 0 o m.m° \/ swivel tee with e ooeoeoo 0000eoeoe000m000evooeoo 00000e°ee000°oe°o°000°oee0000°o°ooeo �••° m°�•a°ti°o°�•e°�°e°�°�°�>sa�• 000e \\; 6" branch Meter Si 5/8" x 3 3/4" 1" FIRE HYDRANT ASSEMBLY Figure 9 METER BOX and COVER EXISTING STORM SEWER CONNECTION DETAIL NO SCALE 5PRIN6 LINE OF PROPOSED PIPE TO MATCH SPRING LINE OF EXISTING PIPE P P, 12° RG 5AW CUT AND REMOVE PORTION OF EXI5TING PIPE PATCH JOINT WITH NON -SHRINK GROUT F— I METER SIZ --1-- FIME7ER BOX - METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW — Traffic A32HH - T Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) 1" 24 in. Dia. — Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2"x 4" with _COPPERSETTER COMPONENTS meter height service line copper lconnection -Inlet- Outlet - size bar'tubing size Angle Ball Valve Angle Check Valve 5/8"x3/4" 18" D-31014-12 w/ C14-44 1 Y®" O•D• BA13-332 W-SN HHCA31-323-TV-SN SS Insert w/ CSB-43 w/ CSB-43 3/4" 18" D-31014-12 w/ C14 44 1 1 s O.D. BA13-332 W-SN 1'I HHCA31 323 TV-SN w/ SS Insert w/ CSB-43 w/ CSB-43 D-3101 -44 w/ C14-44 1 1 �a " O•D• BA31-444 W HHCA31-444-TV I w/ SS Insert w,/ CSB-44 1-- UVupiing (PJX FIP) C14-44 with SS insert and MIP plastic plug INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION SPACE 4" A44 WT COVER) Revised Figure 5 Oct 03 I 11 i- EX. 42" RCP 5PRING SDR 35 spigot SDR 35 spigot by ' by gasketed .-SDR 21 gasketed x: \ bell 45` bend bell adapter (see note) 2' s H 'r:.„.,ti• -. ,.. ,.,a'G•. .; *:�,c.�:v;+x;-: _i�r ;,,,::le:;-•;; ; e;,�;, PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE 540-464-9001 FAX:540-464-5009 `. .�y'.. ,+�• '' '• :!; 41 ,',:•�.�,+I�.;,.,•,^ti. . .,a.;,,,... .�.: t,;:jT^/'.u....�ye.:�.:r,.a,� c'. ;. ^ r :*. :`'• , EMAIL: PNOc�PERKI NS ORRISON COM •47 ,, 3' minimum SDR 21 gasketed / Yti'.'�• `\ SDR 35 8"x4" pipe and fittings ``- gasketed bell wye SCH 40 '• (see note) solvent --- weld cap ------------ r�r CONSULTANTS property line — ` - - - -- ---- --- --- -- 1,8 ---- -- --- 5 - I i - -� - location marker -- 36^min. vith - reen Note: If top of main is greater than 15 ft deep use heavy wall SDIR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER! SERVICE LATERAL Figure 15 R cast iron cleanout cap with brass plug must be 8" from the top of the screw type adjustable box 1 finished grade 8" square concrete skid pad { t 20"x 20"x 6" deep - cast iron cleanout cap with brass VALCO, Inc CD In, plug having a countersunk square Fig. No. 71BOB- head Panella Model PA4SV-CSK (4") Vjd 1 17 --.[1-6 with lid marked �C-3 "SEWER' -- SDR 21 - cleanout pipe bottom section - of box I — brick base SDR 35 spigot by SDR 21 gasketed SDR 35bell adapter gasketed bell wye sanitary (see note):'~'' SDR 35 gasketed - sewer main SDR 21 > �•^" r "k bell 45° bend fr 1 • -fs `- 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 17 concrete pad V-6" sq. x 6" deep m•eoeo O°e•O° °0e°e° I 4" stone ---J' screw type adjustable valve box 48" min. - location marker -- stone valve megalugged i -megalugs - to main Ie8;8 8oY;;°o °g8 o i o• mom o 0 000a°o o / �—--megalUg loo eso°oem°o momom I -thrust block °o°m ese • , ievooeeoeoa0000 ! � s 18" to 24" I 8"x 8"x 16" solid block Revised Oct 03 �,rr'ALTH p�y'"�► V MARGARET H. COSSMAN V 4 No.036400 i� eo X is N ZONALi lk �. JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS Q 112/ 13/04 PER REVIEW COMMEN MARK i DATE DESCRIPTION 155U E: 12/15/0-3 CONTOUR INTERVAL: 2' DESIGNED BY: RHO DRAWN BY: --------- PW- CHECKED BY, RHO SHEET TITLE DETAIL SHEET (for valves 12" and larger) GRAPHIC SCALE WEr N%i�J% - Note: this detail is also NITS used for butterfly valves GATE VALVE Revised C-141 Figure 8 Oct 03 slleEr W, 2 05 0 - CALand Projects 3\ 2003\ 03208\ dwg\ C - 5P - 03208.dwg - Fri, 12 Dec 2003 - 14:35 CC-12 A PERMISSIBLE CONSTRUCTION 1 .ti u1 I B 7" WHERE STO.CG-3 QR CC-7 IS USED. $'-0" 4'-0" STD_ CC-2 g" 1211 MAX, 4$:1 MAN(. OR CG-$ -1 Ni 20j 1 ik5 DOWELS. 6" LONC t , 12" C-C ERlO� IBL,E N�3 SECTION A -A CONSTRUCTION 10 1 OPE 10T1 MAXIMUU J41NT SECTION B-B TRLINt;ATEd DOMES AAA 4' SQUARE LANDING Y RAVELWA SHALL 9E PROVIDED, U1 Y 0 =d V N Q V) TANGENT PLAT CRO5SWALIt C 0 W ' u n CROSSWALK s. TYPICAL PLACEMENT TYPICAL. PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK TM TYPE A (PERPENDICULAR) APPLICATION (WITH BUFFER STRIP) :1M EE ALTERATIONS t48 VAq EII REQUIRED TO BE USED OTOP OF CURB RTC 1iPIMUMNCUREI RAMP LENcT SIDEWALK. FEEfT FOR NEW NOIEST CONSTRUCTION, 6 FEET FOR ALTtRATIONS. i. OE7ECTAeLE 1YAIfIPpNC TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INNTEGRAL • DIA SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE CSIECTiDN OF TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING NAY BE USED WITH THE APPROV& OF THE ENGINEER, DID. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOWAES, TRUNCATED DORIES TO BE STAMPED TRUNCATED DOME E CASTAN-PLACE OR PRECAST IN TOP SURFACE, THE COLOR OF 7HE DETECTABLE WARNM SECTION SHALL, BE A OE T Ali. CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SOES)L 3. SLOPSK; SIDE$ OF CURB RAW MAY BE POURED VONOLITT•11CJLLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REGUREO BARS, 2%" C-C TRLJNCATEO DOME 4. F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOMG FLARED SIDES O O CAN BE CAST W PLACE AFTER PLACEMENT OF PRECAST RAIIaP FLOOR, PRECAST CONCRETE SHAUL BE CLASS A-4- O 0 O O O 0 O O O O 0010 O S_ REWREO BARS ARE TO BE NO. 5 X 8" PLACED T CENTER 70 CfTNTER ALONG BOTH SIDES OF THE RAY O o 0 0 0 a 0 0 0 0 0 0 0 0 FLOOR, AA�-DEPTH OF RAMP FLOOR, MI NUM CONCRETE COVER 1!=". S. CUFWCUR8 AND GUTTER SLOPE TRAW J7[ONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT 0 0 0 0 © 0 0 0 0 0 0 0 0 0 0 FOR CURB/CURB AND GUTTER, 2%, C-C O O a O g O O O O O o O 0 Q O o 7, WHEN USED INCONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON MS STANOAIRD 15 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFKwRATIOAL O o O O 0 O 0 0 0 0 O 0 0 0 0 S. CURB RAWS ARE TO BE LOCATED AS SHOWN 04 THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE PROVIDED AT INTERSECT04S WHEREVER AN ACCESSIBLE ROUTE MT14N THE RIGHT Of WAY OF A HGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXSTENT. THEY 0 0 0 0 O D 0 0 0 0 0 0 0 0 0 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLATS OR AS DIREGTTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INLETS. ETC, WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE �. APPROACHED. ENTERED AND USED BY PERSONS WYITH U061LITY IMPAIRMENTS. VA[ZIABLE 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED '-- 3' MNMUM. W)THIN THE LIMITS OF THE CROSSWALK, PAY LIM[TS DETECTABLE WARNING 10, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RANCANNOT ACCOMMODATE THE TUIFMNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CDNCRETE SIDEWALK DEPTH SHOULD BE INCREASED i OF .3 DETAIL TO 7". 0 CG-12 DETECTABLE WARNING SURFACES V,3103 TYPE A (PERPENDICULAR) APPLICATION ws 203,05 VMRGINIA DEPARTMENT OF TRANSPORTATION 502 I x: STREET APPROACH SAME I A —D SURFACING AS IUA)NiINE (RADIUS TO BE AS W ROADWAY SHOWN ON PLANS) � C C I RADIAL 'OMBINAT / CURB AND GUTTE SIDEWALK I j I Ix -- -- 6 OP 1 I OW N EXPANSION JOINT - - 0I (RADIUS TO BE AS SHOWN ON PLANS) NOTE- WIDTH 'W' 2'-0" OR AS ',+' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION, A � PLAN VIEW 6 CLASS A3 CONCRETE n. •e. �- EXPANSION JOINT SECTION C-C CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABCOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOA SIDLWALK 14 CURB zAMPS EDGE OF SHOULDER OR MAX.AX. WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASEO TO 7". OPTIONAL FLOW LINE LOPE _�---�� MAINLINE ROADWAY WHEN ST'0. CC-11 IS USED FOR LNTRANCES BUILT IN CONJUNCTION WITH vOPT PROJECTS. PLEASE B % MAX. -�_ p NOTE THE FOLLOWING: SLOPE CHANGE "` -- 5' MIN. 40' MIN. FOR STREE F _ -�_ Q MAINLINE PAVEMENT SHALL $E CONSTRUCTED CONK CTION TO THE R/W LINF IEXCEP'T ANY SUSCRADE _ O'OESIRABLE FOR COMI4IERCI STABILIZATION RECUNREO FOR MAINLINE ENTRANCE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE) SECTION A - A RAO & CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D AND GUTTER SHALL NOT UE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH 57ANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CC-7, THE CURB FACE ON THIS —�'— -- -- STANDARD IS TO %&ADJUSTED TO MATCH THE HIGH (MORF THAN 1500 VPD) 0 x 3 It MOUNTABLC CURS C04PIGUIRATION. MEDIUM 4500-1500 VPO) <3 i 6 % SEF STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) S 6 % 8 % )K PLANS ARE TO INDICATE WIHLN CONSTRUCTION OF A FLOW LINE IS RLOUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCF. PORTTINAL OF ION OF GUTTERM 0 PRECI DE POIRE NDING OF WATER. SPECIFICAT ON REFERENCE 502 METHOD OF TREATMENT- 0 CONNECTION FOR S1 REET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRCINIA DEPARTMENT Of TRANSPORTATION REV, 7/01 - 203,04 REVISED ON 3/ 03 g �12;1 MAX.) (t2' 11 A�PERMISSIBLE CONSTRUCT) MIN. MA , H 4 Z B ON JOINT 5• VaN CROSSWAL CROSSWALK A --d*� TANCFNT PLAN TYPICAL PLACEMENT AT INTERSECTION ® 7" WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED, NOTES . STD, �6" THIS DESIGN INCOROPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM CG-2 ORDCG`62 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. OR CG-6 CURB RAMP FLOOR IC UL CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 !1 48 1 1 MAX. A DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE - 4" PRECAST OR CAST W PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE _ FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUC71ON JOINT WITH REQUIRED BARS. SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 95 DOWELS,B" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 0 12" C-C - PERMISSIBLE BE CLASS A-4, SLOPE 12LI CONST. JOINT REOLIRED BARS ARL TO SE NO. 5 X 8" PLACED r CENTER TO CENTER ALONG 1307H SIDES OF THE RAMP MAXIMUM FLOOR, MAID -DEPTH OF RAMP FLOOR. MIMMUM CONCRETE COVER 11r2", CURB RAMPS WILL OF MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT . �• — "W' ., CONCRETE SIDEWALK ANO EXPOSED AGGREGATE SIDEWALK, COMPLETE IN PLACE. --- - — CURB/CURS AND GUTTFR SLOPE TRANSITIONS ADJACENT TO TO CURB RAWS ARE INCLUDED IN PAYMENT S E C T I O N B- B FGR CURB/CURB A140 GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. o RAMPS ARE TO Be LOGAiEO AS SHOWN ON THE PLANS OR AS 01RECTEA 8Y THE ENGINEER. c4c LIAHTS OF EXPOSED AGGREGATE SIDEWALK THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF THEY WAY OF A HIGHWAY FAGLIfY CROSSES A CURB REGARDLESS OF WHETHER SCEW&K IS EXISTING, ® ACCESSIBLE ROUTC IS DEFINED AS A CONTINUOUS PROPOSEO.OR NONEXISTENT. THFY MUST SE LOCATED WITHIN PLUESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSFRUCTED, STABLE, FIRM AND SLIP RESISTANT OR AS DIRECTED BY THE ENGINEER, AND SHOULO NOY SE LOCATED 13EHIND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, rRE HYDRANTS. DROP INLETS, ETC- WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHED. ENTERED AND ''SED BY PERSONS WITH MOBILITY IMPAIRMENTS, PARALLEL CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEF'ARrMENT OF TRANSPORTATION a WINCHESTER REGIONAL AIRPORT NOTES; 1.) THE PROPOSED BUILDING AT THE HEIGHT AND ELEVATION SHOWN, AND ANY FUTURE BUILDINGS, SHOULD NOT EXCEED HEIGHT RESTRICTIONS IN THE VICINITY WHICH WOULD IMPACT AIRPORT OPERATIONS, 2,) DUE TO THE CLOSE PROXIMITY OF THE PROPOSED BUIL.DIN66 TO THE AIRPORT, ALL OUTDOOR LIGHTING AT THIS 51TE SHALL BE OF A SHIELDED TYPE TO MINIMIZE P055113LE LIGHT POLLUTION ON AIRCRAFT ENTERING THE PATTERN FOR RUNWAY 32. 3.) DUE TO THE PROXIMITY OF THE SITE TO THE APPROACH ZONE FOR RUNWAY 32, OUTSIDE BURNING 5HALL BE PROHIBITED AND DEBR15 REMOVED FROM THE SITE. 4.) DURING THE CONSTRUCTION PHASE OF THE BUILDIN66, ALL CRANES OPERATING ON SITE WILL BE REQUIRED TO HAVE AN AVIATION OBSTRUCTION FLAG AND/OR OBSTRUCTION LIGHT V151BLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLE55 LIT, INTENDED HOURS AND DATE5 OF OPERATION NEED TO BE COORDINATED WITH THE AIRPORT OPERATIONS 5UPERV15OR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO START OF CRANE WORK. ROCK CHECK DAM 0 2 ACRE5 OR LESS OF DRAINAGE AREA 2-10 ACRE5 OF DRAINAGE AREA FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT # 1 COARSE VDOT CL. I AC-•GREGIATE RIP RAP FLOW 5OURCE: VE5CH PLATE 3,20- i RUNOFF --- WATER WITH SEDIMENT Z �xl SEDIMENT - 4 OVERFLOW �RETE BLOCK WIRE SCREEN L—DROP INLET WITH GATE FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE: 3.07-3 GRAVEL SHALL BE VDOT #3. #357 5OURCE: VA, D5WC OR #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER NO SCALE • ORRIS" ENGINEERS A PLANNERS A O. PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE: 540-464-9001 FAX 540464-5009 EMAIL: PNO@PERKINS-ORRISON COM CONSU LTANTS X,LTHpF`�► V MARGARET H. COSSMAN No. 036400 I r _ZONALir JOB; SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS 13/04 PER REVIEW COMMENT 1DMARK 1 DATE I DESCRIPTION 155UE: 12/15/03 CONTOUR INTERVAL: 2' E6I6NED BY: RHO DRAWN BY: DW CHECKED BY: RHO SHEET TITLE DETAIL SHEET GRAPHIC SCALE NITS SHET C-102 sue:, 3 OF ID - &\Land Projects 3\2003\03208\.dwg',�-5P-03205.dwg - Fri, 12 Dec ,2003 - 14:35 SPECIFICATION REFERENCE T05 i 541 j4 2" R fl • ° 0 :1• • o a n + °• + n a THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR LC NOTES: 1, THIS ITEM MAY 8f PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 If CAST lu PIACE. 4000 P51W PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADivS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & CUTTER. 4• FOR USE W+TH STAB;LIZED OPEN-CRADE:) ORMNAGE LAYER, TH£ BC?TTO>4I OF THE CVRB AND GUTTER $H �''LL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVFMENY. 5, THIS CURB MAY BE USED WHEN DESIGN SPFFO IS 40 MPd1 OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 15 REQUIRED. --` -- THE BOTTOM OF THE CVR8 AND GUTTER MAY SE CONSTRUCTED PARALLEL TO THE SLOPE OF „1 SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAJNIA14ED, COMBINATf ON 6" CURB & CUT TF VIRGINIA DEr:�ARTWENT OF TRANSPORTATION -- HANDICAPPED PARKING SIGNAGE OF VIRGINIA, SECTION 36-99.1 (NO SCALE) N0TE5 -_-- 1) SIGN SHALL BE THE INTERNATIONAL _ HANDICAPPED SYMBOL n "G C P i R R FOR A PARKING SPACES E„E VED 0 r � ALL G T F HANDICAPPED HA L B ID N�IFIED USE 0 HA DiGA ED S L E E • " R BY ABOVE GRADE _ G1.7N 5 3) A SIGN OR SYMBOL PAINTED OR 61 HEPW16E DISPLAYED ON THE PAVEMENT OF A PARKING 6PACE SHALL NOT CONSTITUTE AN ABOVE GRADE SIGN. 4) ALL ABOVE GROUND HANDICAPPED SIGNS VAN 0 SHALL HAVE THE BOTTOM EDGE OF THE AGCE661BLE SIGN NO LOWER THAN FOUR FEET NOR o HIGHER THAN SEVEN FEET ABOVE THE PENAL:� PARKING SURFACE. x 5) SUCH 51916 SHALL BE DESIGNED AND $100-500 CONSTRUCTED IN Ac;CORDANCE WITH THE FINE I PROVISION OF THE UNIFORM STATEWIDE BUILDING CODE TOW -AWAY ZONE ALL DISABLED PARKING 51GN5 SHALL INCLUDE THIS 48" MIN. TO LANGUAGE FIN. GRADE TYPICAL SECTION CONCRETE SIDEWALK (NO SCALE) 2, I VARIES - SEE PLAN 4° D 4" VDOT CL A3 CONCREi 4" VDOT 21-8 AGGREGATE BASE 6" X 6" W1.4XW1.4WWF n" � innr rrn c� � n r_ • TYPICAL SECTION FACEDOWN CONCRETE SIDEWALK (NO SCALE) F" Y a" W1 A Y U11 it UM1G TYPICAL SECTION TRASH DUMPSTER PAD (NO SCALE) 3„ VARIES - SEE PLAN j;� VDOT CL, A3 CONCRETE 9" VDOT 21-8 AGGREGATE BASE 2* VDOT 5TD 5M-9.5A 3' VDOT 5TD 5M-25.0 6" VDOT 5TD 21- B COMPACTED 5U5GRADE #4 0 12" EACH WAY (NO SCALE) NG AREA 1.5" VDOT STD 5M-12.5A - 3' VDOT STD BM- 25.0 - 8" VDOT 5TD 21- B - COMPACTED 5UBGRADE TYPICALSECTION`•<.�<,�<��<,.<,�<.�<.�<��,,,<��<�.<��,��<.�<..,�<..<,�<,.�,,,<.��<�.-.�<,�<,�<.�-��<.�<�� TYPICAL SECTION TYPICAL SECTION STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT A ENTRANCE PAVEMENT (NO 6CALE) (NO SCALE) (NO SCALE) *(ACTUAL PAVEMENT SECTIONS TO BE BASED UPON CBR RESULTS) *(ACTUAL PAVEMENT 5ECTION5 TO *(ACTUAL PAVEMENT 5ECTION5 TO BE BASED UPON CBR RE5ULT5.) BE BASED UPON CDR RE5ULT5.) X 4_ 0Z j-r-- - cz i �c:l OF Lu gOIL PROP. GRADE -� EX. GRADE 42" E5 - 1 INV IN=675.4' \\ / �� ' �� %t IPF 31 MIN. COVER 6" PROP, / o6iJ r rig I WATERLINE er /� ' STORM INLET 670 w m OP=662,1 U ' T � � I TM# 64-A-1595 BENCHMARK / / �� 4`2" 'NV.OUT=675.4' I D54T PROPERTY TAX. DEPT, X I DATUV ELEV w TM# 64-A-159N ELEVATION=681,92 /'/ r�' �� 20 STOR�1I 5RADDOCK STREET PROPERTIES, LLC / \ u1 ZONED: K 665.00 � I � USE: BANK OFFICE ZONED: M DRAINAGE EASEMENT p r OFFICE eTORQ USE �T \ DB. 895 PG, 107 co SIGN .-'="�.� --��\ •� � cO c9 TEL GABLE REVER5E 10, MAX. HEIGHT SLOPE N / ��y' 100 5F MAX. AREA--, *• V �� STORM INLET ,y/�% 10 ` `, -,\\\ GUTTER (TYP) 1,�+CO 10+5C -�' TOP=682.0' ,'' % �� % WATER WATERLINE PROFILE I \ METER W/ \� \` VER.=1'1:10' HOR.=1":501 NON TRAFFIC\ \\ 1 s 1 c0 \\\\COVER APPROX. LOCATION ` X \�1E �� ' / RIM=6 �� FIRE �� \\ 8" WM -TUB OUT yi P / FLOW LNE� HYDRANT\ NG �(� �� s oTELE. EDESTAL '�\ �a Q CONFIRM LOCATION OF �Ep�N�� OF wP ��y pTELE rvwNHOL 681.55i \ `� 10 MIN. 1 EXISTING 5TU6• REMOVE PLUG _- \�1 6o10g2 �1M`\ ,lylop)`' % '� �`� 681.3p �\ AND TIE TO EXISTING STUB. SEPARATION gR VERIFY VALVE 15 CL05ED AND N 6 8.i `- ��, _p PROPERLY ANCHORED f3EFORE MP i y �'84 7 i12i 6�/ 681.25 `� k 'cooQ ANC- 8.51.. R5'b ` 1 �. TYING TO EXITING LINE, o - - TAP BY �� - , -`y +' FCSA ,/y�P % (TYp}. 18t1 MIN`VERT, r--ISD-250 15D=180 `Z // j c� . SEPARATION \\_ (TO NORTH OF INDEPENDENCE Q 8 .25/ Gj� VDOT 5T'D�. i. � �\ . +680.75P .. i r611 WATI�R \DRIVE AT INTERSECTION) 1 N✓ .GCS-.6 R:. 65 a�, .. �k?5\� / HP \ 1LIN�' V.ENTRANCE Q < � 5�� PVC OUv M� 5. . . r�� 1.35 1 -90'� END PAVEMENT P1� 0. o NG 682.70 (s, 0\ +679.84 ANITARX 80 Wi g. 1° WATER \ \� 81.0' 30 SAPJITP,RY SEWER LATERAL' \ \` SERVICE �a\ 25 -� \�\ EASEMENT \ 682.50 a .. INV. = 'F C� R2.5 i/ 3 680.20 ` 17 3 8 r- 2c ` �a �`�� I ` 682.8C� g0 \, C)` 679.52 Z_ 679.9� �- S �� \� x 686,6' IC LOGO - CO 6 C o INV51GN (TYP) T �� S C, 7 e, � INV. _ 682.3C1P 6�9.46 E \ 7��►2' S� �� 682.80P 1OFF\G �� S. �� c4 ?� L 68q.20 f / �; r �cr �� \ \ �\n \ 3 (WALK/ �� - • • 6 79.10P" -o \ (\�s Al I, p��' / .� .� LOT 13 I 1.679.50P�'`� .. �� \��,\ �yJ4� �\ �Z 6 xd �' 2.026 ACRES 7- LIMITS OF CLEARING CONS v INV' IN `�R` n', �, \ 6 GRADING �- , ... . fAD NEW 150ILDING 7 ,40 r.::.:.:.:.....:.:.: �� _ �� APPROX. LOCATION ' 80 , X 1 �5` - _ I OUT= ..:y':.:::.:..:.. \: 80 X100 ACE55 ;• _ :-� 7 �. a EX. 20 WL ESMT EASEMENT E ABLISHED TO 10,000 5F 675 80 �.. �' _ /.............. DI -1 F I FF = 2.8 CO r B�NEFIT LO 5 113 6 14 68 1 OPT 76.58 I 1 STORY - INV, 6� 2.38 I �. 1 \ -611 PVG 251 TALL OR 6 2 80P�: �T,}P�1.11:....:::: \ 12 68a 9' p0 \ 1N REVERE \ INV,_ y� TM# 64-11-14 i I OVERN�D�� HIE4tJ1f{ DUTY':.: ELC}PE 1- `\ \l\ REVERSE DENNIS Wl, 51N6HA8 I 1 1 CO 679 BUILDING t10v5� FAViIfrNT. :CUf"I`)rl 5 R25' SLOPE MOUNTED WPR� �` CONP}�p�:::: R2Y �0 0 "� \ GUTTER TYP ZONED: W-1 I I / �, OR 6 .8 80P .. (TYP) USE: UNDEVELOPED ; I LIGHT (TYP) pOGK DO ��:.. `� :LxNhITS N1FTH: 4 677.25 15D= 250 , 1j LOpp1NR Pp,O G� j, :..:,Y+ftER) �. 77 CONNECT TO EX. _ C CONC FLUME .. STORM SEWER 7�.Qp 10 6 "Noov\ 8 :=12 RCf' 77.70P wl ENTRANCE \ PAVEMENT 1 6� 61PSG x 652 CO - �� ap (7n� �..� R25' INV.- EXTERIOR 6 •00 LIGHT (TYP)'�6C�' X(p r ' C)` CO GRAS INIED INV. = FUTURE i TRIANGULA ��- \ 81 -12° RCP 678.10 EXPANSION \ CHANNEL 0'` `�7NORM WLE 7.3' T =67� L Q BUILDING COORDINATES G \ 1, 80 0.5 DEEP 1 6,902 5E 3:1 51DE \ POINT COORDINATES // �� , , �' ��-�i'�.4Q� �. �� _ 1 \ �� . NOTE: CG,, 12 CURB A N 4796.2574 ! �' \ \ ' / SLOPES, / � \ /V '� / � � � / DI -1 �� / � l RAMPS LOC%�TION E 4767.7996 / , \ \ �� ' C,S,1 /I 2 TOP=75. ��\\�� SHOULD BE 'FINALIZED B N 4816.3224 �� Ij INV.=67�1. a� BY VDOT IN5PECTOR AND/OR ENGINEER, E 4645.2425 r� , � - GRA55 -LINED-\ tY / 'I TRIANGULAR C N 4695.3179 �' ,-� �%////��,y I CHANNEL �N� E 4876.5940 VF / . 0.6� DEEP �� I 1 �• \ a� 3:1 , SIDE 5LOPE5 �. \� % D N 4675.2529 \ ` \\ •' i �� \ �% E 4799,1511 E N 4611.7983 680 E 4898.2'334 F N 4591.7334 �� x 680.9' � � Lb E 4820. T905 5TAKE �'' r r r " `• __LIMIT5 OF CLEARING �IIQ j TM# 64-11 -12 RAGING I CL O CARL 6. HALES I 0 55MH es� ZONED: M-1 p F- RIM=677.0' 680 --� USE. UNDEVELOPED 680 FLOW LINE.=658.5' \ \ QQ \ _ PROP, GRADE PROP. GRADE ��\\ EX, GRADE-� EX, GRADE EX 42" RCP 6 SEX. 42" RCP \� 2 R 8, -12" RCP� \\\ ® 2.75% " T 8 - 12 RCP 6 • 2 - INV. =672 6INV.=670,91 ® 0 1 •63%670 6" INV.=671 ,27 INV.=670.02 \`\ 9` CONCRETE FLUME SHALL BE `\\ CONSTRUCTED OF ONE COURSE CLASSit DATUYI ELEV D_ATI.TM ELEV \ A3 CONCRETE (AE) CONFORMING TO 665.00 665.00 STORM i�NL1LET THE ABOVE SECTION AND SHALL BE TOP=67 THOROUGHLY SPADED IN FORMS AND e0 m Ln 74 FINISHED WITH A WOODED FLOAT, 42°RCP INv.IN=666.5' 54" RCP OUT CONCRETE FLUME SECTION 10+00 10+08 10-1-0010+08 STORM 1 PROFILE e STORM 2 PROFILE 1 VER. = 1 11 :51 HOR. =1 ":301 VER. =1 11 :51 HOR, =1 11 :301 KyvS ORRIS PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE. 540-464-9001 FAX 540-464-5009 EMAIL: PNOLPERKINS-ORRISON COM CONSULTANTS X!�Ar,AL'TH 4F�r #v MARGARET H. COSSMAN T + No. 036400 f �► _ ZONALir� SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN.- MR. WILLIAM HANKINS 1 /9/04 PER REVIEW COMMENTS l�, / 13/04 PER REVIEW COMMENTS MARK I DATE DESCRIPTION \ 155UE: 12/ 15/03 _CONTOUR INTERVAL: - _ 21 DESIGNED BY: _ RHO D_RA_WNBY: CHECKED BY: RHO ----------------------- -------------------- JO B NO: 03208 SHEET TITLE LAYOUT & UTILITY PLAN SHE GRAPHIC SCALE 0 30 60 1 "= 30' C-103 S�W NO 4 5 ID - C \ Land Projecte 3\ 2003\ 03208\ dwg\ C- 5P - 03208.dwg -- Fri, 12 Dec 2003 - 14:35 TEMPORARY SEDIMENT TRAP WIDTH -W ORIGINAL GROUND W_ 1 ELEV. 1 TOP ELEV, 5PILLWAY ELEV. ELEV,=680,0 _ _ 67 M.Y;)-/ACRE ELEV.=678.5 -- --- -- — - 67 CU,YD,/ACRE (EXCAVATED) ELEV.=676.0� TRAP L W HH # 1 4 2.5 2.5 **COAR5E AGGREGATE VDOT CL. I RIP -RAP FILTER CLOTH ORIGINAL GROUND ELEV. CROSS SECTION OF OUTLET DIVERSION DIKE VDOT CL. I RIP -RAP ;,;� **COAR5E AGGREGATE �� \i \ FILTER CLOTH 'I'r , �`� l r ' ** COARSE AGGREGATE 5HALL DE VDOT #3, #357 OR #5 5OURCE: OUTLET (PERSPECTIVE VIEW) PLATE 3.13-2 1992 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) of) NO 5CALE - fzz"I MAX i 1. 5ET THE 5TAKE5. �1i1�,1�11i��1► l�ij�rq` �►1111t0►,,Of g� TRENCH UP5LOPE ALONG 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH THE LINE OF 5TAKE5. STAPLE 4. DACKFILL. AND WIRE TO PO5T5. EXTEND COMPACT THE WIRE FENCE INTO TRENCH EXCAVATED SOIL, SHEET FLOW INSTALLATION 'JUPCc: VA. D5WC (PER5PECTIVE• VIEW) PLATE 3.05-2 3.02 STONE CONSTRUCTION ENTRANCE EXISTING GROUND MOUNTABLE BERM 70' MIN, I ;' (OPTIONAL) A r EXISTING PAVEMENT 11 Z FILTER CLOTH m GROUND- - - F VDOT # 1 COARSE AGGREGATE * MU5T EXTEND FULL WIDTH OF INGRESS AND EGRE56 OPERATION i 101 AAIl.IIA At IAA* A 61DE ELEVATION B WA5HRACK (OPTIONAL) '0' MIN. P05ITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE 10' MIN, 6'-7' O z u� REINFORCED CONCRETE 1 DRAIN SPACE SECTION B-B I ' •.4 r TMI PRP Zor U5E I, 3-4' �l T SLOF A5 E3 E M TO PI ILLUMIN�j6N Of ADJACENT PARC ROADWAY I�OM PARKING L T 80'X100' A( EASEMENT E BENEFIT LO- x 689.9' TM# 64-11-14 DENN16 W. 51NGHA5 ZONED: M-1 USE: UNDEVELOPED i LAND5CAPE NOTES PERIMETER LANDSCAPING REQUIRED 1 TREE/2,000 OF PAVEMENT (10,454 OF PAVEMENT) = 5 TREES REQUIRED 5 TREE5 PROVIDED (2 NEW MAPLES + 3 EXISTING MAPLES) INTERIOR LANDSCAPING REQUIRED 1 TREE/ 10 5PACE5 (15 SPACES) = 2 TREE5 REQUIRED 4 TREE5 PROVIDED CANOPY COVERAGE REQUIRED 25% OF LOT AREA = (2.026 AC*0.25) = 0.51 AC REQUIRED 0.52 AC PROPOSED = 26% 5% OF PARKING AREA = (10,454*0.05) = 523 5F REQUIRED 10% PROP05ED NO WOODLAND5 ARE ON 51TE U5E: UNDEVELOPED FLOW LINE.=658.5' 5YM50L QUANTIITY COMMON NAME BOTANICAL NAME COMMENTS 4 EXISTING MAPLES ACER 4" TO 6" CAL. 501 X401 ULT. A 13 "RED 5UN5ET MAPLE" ACER RUBRUM II 2"CAL. B4B MAPLE RED 5UNOET11 501X401 ULT. B GHEROKEE PRINCE55 CORNUS FLORIDA 61 TO 71 B 4 B 4 DOGWOOD ICHEROKEE PRINCE55" 251X201 ULT. C 93 5EA GREEN JUNIPERUS CH►NEN515 115EA II 11 15 -18 GONT. JUNIPER GREEN" TREE PLANTING DETAIL DECIDUOUS TREE NO SCALE `\ 1 STORM INLET TOP = 672.8' 42° RCP M.IN=666.5' 54°RCP OUT i ANTI-DE551CANT )ELIVERY ,ID0005 TREES fELY 1 /3 OF GARDEN H05E ANIZED TURN13UCKLE5 >UDLE 5TRANO WIRE TRUNK FROM GROUND ,RANCHE5 IRLAP FROM TOP OF :ER 1ITH EX. TOP501L IN Z5, WATER UNTIL 5ETTLED ARDWOOD 5TAKE5 TWEEN BALL AND HOLE, TEMPORARY 0 DIVERSION DIKE 1811 MIN. �eFtK , L GARISC ■a0 lei 1►1=11411I/�JI1:1►'I�:f.`I�.YII:��/�Y/l:i`.`It PO BOX 1567 17 W. NELSON STREET LEXINGTON, VIRGINIA 24450 PHONE.540-464-9001 FAX:540-464-5009 EMAIL PNO@PERKINS-ORRISON.COM CONSU LTANT5 X r LTH pF`►i► +v MARGARET H. COSSMAN �pl No. 036400 1, o e f �'&SIGNAL Ippiijr JOB: SITE PLAN FOR SOUTHERN AIR OFFICE & WAREHOUSE FACILITY WESTVIEW BUSINESS CENTER LOT 13 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CLIENT: SOUTHERN AIR INC. 2655 LAKESIDE DRIVE LYNCHBURG, VA 24501 434-385-6200 ATTN: MR. WILLIAM HANKINS h\ 2 / 13/04 PER REVIEW COMMENTS MARK DATE I DESCRIPTION 155UE: 12/15/03 CONTOUR INTERVAL: 2 DESIGNED BY: _ RHO DRAWN BY: ------------- DW -- CHECKED BY: RHO JOB NO: 03208 SHEET TITLE SHEET LANDSCAPE AND E&S PLAN GRAPHIC SCALE 0 30 60 1 "=30' FILTER CLOTH SECTION A -A 001JRCE: VECH PLATE 3.02- 1 C-104 ,EE , 5 .;, 5 ID - CALand Projects 3\2003\03208\dwg\C-5P-O3208,dwg