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Home My WebLink About05-04 Wakeland Manor - Phase 4 - Community Pool Facility - Shawnee - BackfileSIT P AN '0 Vv A AN N_. A N 0�, c 0�, _v_ 4 y VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE OF ANY INSPECTION. V9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND DEFICIENCIES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO RAINFALL EVENT OCCURS. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY ARE TO HAVE MINIMUM 36" COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AN APPROVED BY VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL APPLICABLE VDOT STANDARDS. V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V15. VDOT STANDARD CD AND UD UNDER SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY (30) INCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE (6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE INSTALLED A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. AS A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT MATERIAL SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED V19. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS 304) AND VTM-10 A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. IN ADDITION TO CHECKING STONE DEPTHS A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S ....-- ..-...- vUiv i iwL i inn n.3 .Jr t_�.n ILU nv JL , I IUN .) I ) /11vU v I Ivl-- / U. to ucsC i it ICU uumr-mu i iuiN i Lurli\w-i/HIV SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. y-;�nng N VICINITY, MAP z000' FRED ERl C UN T K, VIRGINIA FREDERICK COUNTY SANITATION AUTHORITY 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE" FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; (1) THE FRAME AND COVER' TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; (2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; (3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND (4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE_ AND PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AND EXISTING WATER MAIN IS TAPPED FOR INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. B. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINE SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READ OUT IS REQUIRED. SURVEYOR'S CERTIFICATE I, DAVID E. LELLOCK, A PROFESSIONAL LAND SURVEYOR 1N THE STATE OF VIRGINIA, DO HEREBY CERTIFY THAT I HAVE CAREFULLY SURVEYED THE PROPERTY DELINEATED BY THIS PLAT AND THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT IT IS A PORTION OF THE PROPERTY CONVEYED TO THE WAKELAND MANOR LAND TRUST AND WAS ACQUIRED BY A DEED OF GIFT DATED MARCH 16, 1992 AND RECORDED IN DEED BOOK 776 AT PAGE 688 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA I FURTHER CERTIFY THAT THE LOTS ARE PROPERLY AND ACCURATELY DESCRIBED AND ARE WITHIN THE BOUNDS OF THE SAID LAND. 111;4e, l David E. Lellock, L.S. OWNERS CERTIFICATE.• I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SUBDIVISION /S WITH FREE CONSENT AND /N ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES, DATE DA TE APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR 16;� -� 4,4s o DATE SITE PLAN VALID FOR F/VE(5) YEARS DATE OF PLANNING DEPT APPROVAL SITE PLAN VALID FOR 7WO(2) YEARS DATE OF FCSA APPROVAL PROJECT: WAKELAND MANOR PHASE 4 FREDERICK COUNTY, VA OWNER/DEVELOPER: OWNER: WAKELAND MANOR LAND TRUST _ REX WAKEMAN 300 CRAIG DRIVE( STEPHENS CITY, VA 22655 ,1 (540) 869-3644 DEVELOPER: CENTEX HOMES 14121 PARKE LONG COURT • SUITE 201 00 c9 "® CHANTILLY, VA 20151 CONTACT# (703) 934-7136 DESIGNER SURVEYOR: DOVE & ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VA. 22604 ZONING: RESIDENTIAL PERFORMANCE DISTRICT (RP) PROPOSED USE: COMMUNITY POOL FACILITY - AS SHOWN ON THE MASTER DEVELOPMENT PLAN FOR WAKELAND MANOR NOTE: MAINTENANCE AND SUPERVISION OF FACILITY TO BE PROVIDED BY THE HOA FOR WAKELAND MANOR. CURRENT USE: VACANT TOTAL ACREAGE = 2.15 ACRES TOTAL LOT AREA = 93,718 SQ.FT. PROPOSED COMMUNITY CENTER GROUND FLOOR AREA = 3,444 SQ.FT. TOTAL FLOOR AREA = 3,444 SQ.FT SITE TOTAL GROUND FLOOR AREA = 3,444 SQ.FT. SITE TOTAL FLOOR AREA = 3,444 SQ.FT. F.A.R. = 3,444 / 93,718 F.A.R. = 0.037 TOTAL NUMBER OF PROPOSED LOTS 1 ALL LOTS TO BE SERVED BY PUBLIC WATER AND SEWER. BUILDING RESTRICTION LINES: A. FRONT: REQUIRED 35' PROVIDED 38.78' B. SIDE: REQUIRED 10' PROVIDED 97.94' C. REAR: REQUIRED 25' PROVICEF' 194.01 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, THE VIRGINIA DEPARTMEN �t" OF TRANSPORTATION, THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, AND THE, RULES AND REGULATIONS OF THE f AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL AND STORM WATER MANAGEMENT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. INFORMATION ON UNDERGROUND UTILITIES IS BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES AND PRESERVING THE INTEGRITY AND ENSURING A CONTINUANCE OF SERVICE. 4. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM ANY AUTHORITY ISSUING PERMITS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-552-7001 AT LEAST ONE (1) WORKING DAY PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 8. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON SURVEY PERFORMED BY DOVE & ASSOCIATES. 9. THE ROAD DESIGN HAS BEEN BASED UPON AN AVERAGE DAILY TRAFFIC VOLUME OF # OF LOTS X 10 TPD. 10. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO THE REGULATION, CONTROL, AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, 11. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY THE CONTRACTOR AND MUST BE REPAIRED TO SATISFACTION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FROM EXISTING CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT. 13. THE DESIGN, CONSTRUCTION, FIELD PRACTICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE GOVERNING AGENCY APPLICABLE CONSTRUCTION STANDARDS. FAILURE TO COMPLY WITH THE CODE, APPLICABLE STANDARDS, PROVISION OF THE CONSTRUCTION AND ESCROW AGREEMENTS OF THE PERMITS SHALL BE DEEMED A VIOLATION. 14. NATURAL GAS SERVICE WILL BE PROVIDED BY SHENANDOAH GAS. LOCATION OF MAINS AND SERVICE PENDING DESIGN. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. IF VDOT OR THE COUNTY RECEIVE COMPLAINTS ABOUT MUD BEING TRACKED ONTO ROUTE 642 THE COUNTY WILL REQUIRE THAT A WASH BAY BE INSTALLED TO WASH THE MUD OFF OF ALL VEHICLES EXITING THE SITE. AS STATED IN THE VESCH STANDARD 3.39, WHEN SITE CONDITIONS BECOME DRY DUST CONTROL PRACTICES MUST IN PLACE; CRUSHED STONE, ADHESIVES, WATER TRUCK. ECT MAY BE USED AS REQUIRED. NOTE: 1. ALL ROADS ARE TO BE BUILT FOR ACCEPTANCE IN VDOT'S SECONDARY SYSTEM OF HIGHWAYS 2. IN ACCORDANCE WITH VDOT GENERAL NOTE NUMBER V16, THE PRIVATE ENTRANCES SHOULD BE VDOT, STANDARD PE-1. THE APPROVAL OF THIS SITE PLAN IN NO WAY, SHAPE OR FORM IPPROVES THE LAYOUT OF ANY LOTS OR ROADS WITHIN THE WAKELAND VANOR PROPERTY. SHEET INDEX COVER SHEET 1 OF 12 STA TUS SHEET 2 OF 12 GRADING PLAN 3 OF 12 POOL DETAIL 4 OF 12 ROAD PLAN & PROFILE 5 OF 12 STORM SEWER PROFILES 6 OF 12 EROSION & SEDIMENT CONTROL PLAN 7 OF 12 EROSION & SEDIMENT CONTROL DETAILS 8 OF 12 LANDSCAPE PLAN 9 OF 12 MISC. DETAILS 10 OF 12 MISC. DETAILS 11 OF 12 SIGN DETAILS 12 OF 12 0 w In W w z ocn o OQ V) w N N �n m m Z rz m � p O � N w U � a to O Ll � n � v 0 0 0 t � o O M n M N M o zI__ W W 0 u >:>: o� LO J O z LLB 00 Q O - Q z I C� Li I w Q z U Ill Q U Q Q L cf ~ W N LL_ U 1 cn 4� O CPS cn ct .0 i-1 O z Q ry W Li U DATE NOVEMBER 3, 2003 SCALE AS NOTED DRAWN CAD JOB D-2007 SHEET 1 OF 12 METER tSL x an0 Loutrcet SDR 35 spigot SDR 35 spigot by by gasketod SDR 21 gasketed bell 45' bend / bell adapter (see note) / z I - ti- - 1 SDR 21 gasketed ��; SDR 35 8 x4' pipe and fittings SCH 40 gw*eted bell wye Solvent( note) weld cap r property line 0.1 location marker I W min. cover 3tOf1e treated 2'x 4' with - top 6' palrlted green 4' pipe at 2.00% minimum grade 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 rnmI bocidiii we note) aded bOCldil (tote) O.D. at boel fill 1) T24 select bookfifi (fte 'ee) L 6' 1/2 O.D. Ooncrift CONCRFTE (Y?AfNF NOTE To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 C eewd bo ddill note) trench width /! ♦e1111 a / / • • 11 6" dia. schedule pipe filled with and painte 18' dia. concrete encaser 3 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. V� FIRE HYDRANT ASSEMBLY Figure 9 NOTE: EACH FIRE HYDRANT REQUIRES A "FIRE LANIE NO PARKING" SIGN AND CURB MARKINGS EXTENDING 20-FEET TO EITHER SIDE. lop of manhole at grade In pavement areas unless otherwisie directed 1 '� (top shall be set 24' min. above grade In easement areas) square skid pad 6'thick-.- 3/4' x 2' butyl joint sealant 314concrete anchor bolts (4 each) a 35' max. adjustment rings (11' mare.) concrete ASTMC-150 '.` 4000 psi waterproof coating - 1Y or I& (typ.) - CS-55 by Gonseal l 1' nominal size RV 30 butyl - lent sealant applied 4 - between joints and on = exterior side of Joints Joints are to be sealed - -}• -- with '0'ring gasket --r- I.D. -pipe to manhole 5 _ - connection to be _ by flexible sleeve Invert channel to provide a t 3'-0• min. smooth transition in to out, - for max for all connections ' `.- 2'-0' max. _ precast invert or grout - - r -' estop of bench -wall bottom to tone channel 4! - d 0� - t pof � pipe as � : 6. P P Pe a! i = i JAl I -e t • 8• W bedding stone ------- -------- NOTES: 1. Manhole sections shall have an external coating of approved polymer fifm water proofing prior to installation. 2. U adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 1 '/= SECTION CAST PON SECTION STEEL NOTES y-7^ L 2'/2" ■ 2'h" • YT" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Pupa call a thbcWar Ir V/E" /� 1t%'-4" bnq DEPTH GREATER THAN XY USE STM•IDMO a / "FI" A -- A 2. THE pMEns10N SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL CAST GALV. NON STEEL pne eelded PINE TO THE TOP OF THE STRUCTURE. PLAN '1r• DIMENSIONS ARE APPROXIMATE ONLY n t �' FOR ESTNMTNG PURPOSES AND THE ACTUAL iv Optional R't I 3 pe• 43.8 ton. DIMENSIONS SHALL 8E DETERMINED 9Y THE CONTRACTOR FROM FIELD CONDITIONS. Brace Rbs ; Mkx%" i^ *4neld oll U4s omectors ycon"0ct&r4 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS to Collor TO BE SHAPED N ACCORDANCE WITH STANDARD tS-1. THE COST OF FURNISHING " PLACING ALL MATERIALS INCIDENTAL. TO THE SHAPING IS To BE a+ INCLUDED N THE BD PRICE FOR THE STRUCTURE. 9''/i' •-7" 9'/2" /2" x }/2"La 4 J /2" X 4" 4, N THE EVENT THE INVERT OF THE OUTFALL 4•_ Stud S4 StudconrtSow PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE 5'NLAI'E0 WITH CEMENT MORTAR TO 1�--"�""i PREVENT STANDING �Cr7OFFURNISHINGATNTHESRUCTURE. PLAN ,--. TTEO MO PLACING ALL MATERIALS INCIDENTAL TO (Grate Removed) -e- NIET SHAPING IS TO BE04CUIKO IN THE 80 PRICE FOR THE STRUCTURE. SECTION B-B TO R DETT 5' OR °SEES GGRREAATER. FODETAILS STNANNDAR4'-0" 1- otleEHrsloNs FOR CAST NON ONLY COLLAR DETAIL 6. THIS HEM MAY BE PRECAST OR CAST -IN -PLACE. 7. Y 4 X 8" SMOOTH DOWELS AT APPROXIMATELY12" C-C TO BE PLACED N ALL AREAS ADJACENT 4'-2" D TO ABUT TING CONCRETE TO PREVENT Cloth 2 „_ Htor3* 7-e" ME 7, N LIEU DE DOWELS A 2"X4" NOTCH MAY NOTCH MAY R PROVIDED. SEE STANDARD IL•.-_--•"jI 3' Dirmala Di • ,� See Note B Y- - n 7-01-3, 4 FOR ALTERNATE (ESIG1l e. 3" DIAMETER WEEP HOLE WITH IrX12" PLASTIC HARDWARE CLOTH '/." MESH OR GALVANIZED > h � D. car« --4" depth Aggr. 068.478 or _ .G.6 t,(: tl8 . 6" ++dlh o000000000000o f7 NUMBER 4 MESH HARDWARE CLOTH A .03,,. STEEL WIRE,hM,H HA WIRE DCL TH 0.04O rIR►LY TO TIE OUTSIDE OF THE STRUCTURE. E E E E ,0 1000u000s _, 9. CAST N PLACE CONCRETE 5 TO BE CLASS A) iv:n Tl?a. 12"-15••18" or 24" iv' M 00000000000000 N (3000 4000 PS). PSI).PRECAST CONCRETE IS TO 0E . D. •� • s Q d' • . 1 � 00000000OPE _ 10, MEETING THE APPROVAL ALTERNATE OF THE ENGINEER THE w _._C CAST IRON LIUGS AS SHHOWNUHEREON. SECTION A -A ' rL'I E"�h�� a r CONCRETE QUANTITIES FOR' MAN. DEPTH own 12" concrete pipe - t.440 Cu. Yds. Concrete 15" concrete Pipe • 1,528 Cu. Yds. Concrete SECTION C-C SECTION D-D is" concrete pipe 1.620 Cu. Yds. Concrete 24- concrete pipe - ten Cu, Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per od6tiald foot of depth, APPROXIMATE WEIGHT Coat von Grate 363 18 4s STANDARD DROP INLET SDK 12'' - 24" PIPE: MAXIMUM DEPTH (H) = 1Or 233 104.01 VGA DEPARTMENT OF TRANSPORTATION 302 METER SIZE METER EM METER BOX COVER 5/8"><31a• or 314• 18 in, tTia. Non -Traffic M32C-PW Traffic A32HH - T 1' 24 in. Dla Non -Traffic MC-30 (Frame) WITH RML-1-T (fop LiU� Traffic MC-30 (Frame) WITH RML-12-T (fop Lid) Meter Size Coppersetter 518' x 3W A-C3 O1 w/ 7 Y' OpenM 3/4' A-C3635-01 w/ 7 X 9 1. A-Wil9.06 w/ 10 �/i Opening meter boo( top 6' painted taus cavw and `24' 1 B'4f 3' stone_ - surrounding box S-1 ' �• .: CCYpPERSET71vR G014iRONF1N TS rt'IeroeT arse height service line connection bwtubingsize copper -(Hier- Angle B6dl valve -C7utlet• Angie Ctleck Valve 18' D-31014-12 v 1 ° O.D.wl BA13-� W-SN HHCM11323-TV-SN wl C14-44 B CSB-4.3 w/ CSB-43 w/ SS insert 3/4' 18' D 3101412 a 13re O. D" RA13332 W-SN HHMI-323-TV-SN col Ci 4-44 w1 CSB43 w/ GS5 43 w/ SS Insert 1' 18' D31014-12 1 Jii ` O.D. EA31 44a W HHCA3TV wl C14-44 Wl SS insert INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2_ Water service crossing sheet: a) Encase in 3' d'lameliar SCH40 PVC or SDR21 pipe. The piping shalt run from one toot beyond sidewalk, acla a the stt'eet, to one foot beyond sidewalk b) install 12 Wtuge insulated copper wire (for ilr(e tracing) from COrp. stop to into the meter box (wrap wire eeDUnd Lrorp. stop: wire to be taped to top of PET at 10 foot intervals: come up into mazer born and terminate level with angle ball valve), 5/8"x3/4', 3/4' & i" METER IINSTALLA710N (4 FOOT COVER) TABLE OF QUANTITIES DI-3A,38,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D I BARS E BARS F BARS G WEIGHT Ft. Scl. Ft. Cu. Ydo. No. Lin. Ft. No. Lin. Ft. •F No. Lin. Ft- # No. Lint Ft No. Lin.Ft. No. Lin. Ft.* No. Lin. Ft.* Lbs. 0I-3A 2'-6" L15 2.26 1 5'-7" 3 3'-2" - 6 1- 4' 1.83 2.59 5 Y-6" 2 6`7" to 6'-10" 3 5'-7" 3 3'-2" 6' 2.75 3.02 5 3'•6' 6 7" " } 5'-7" 3 3'-2 4 3'-6" 3 1'-8"' 4 T- In 8' 3.67 3.46 5 5'-8" 10 " 3 5'-7" 3 3'-2" 4 5' 6" 3 1' 6" 4 r-0" 758 0I-38 10' 4. 3.90 5 7'-B" 14 6'-7" to 6'-10" 3 5'-7, 3 3'-2" 4 7'-6" 3 P-B"' 4 r-0" 204 12' 5.50 4.34 5 9'4" 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 W-6" 3 r-6"' 4 " 251 14' 6.42 4.78 5 it-6" 22 1 6,-7,, to 6,-io, } •--r 1 3 3'-2" 1 4 111-6" 3 1 1'-61" 4 1,-0"298 W 7.33 5.22 5 13'-6" 26 6'-7" to V-10" 3 5-7" 1 3 3'-2" 1 4 13'-6" 3 1 V-6"' 4 r- " 345 I& 8.25 5.66 5 15'-6" 30 '-7" i.. " 3 5'-7" 1 3 3'-2" 4 TY-6" 3 r-6"' 4 r- " 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to '•10" 3 50-7" 3 3'-2" 4 IT -Is" 3 r-611' 4 v- " 438 W 2.75 3.01 10 T-9" 4 6`7" to S'-10• 5 5'-7" 3 3'-2" 6 1'-9" 6 r•6•" 2 T-0" 111 8° 3.67 3.45 10 2'-9" a 6'-7" io : '-1)" 5 5'-7" 3 3'-2" a 2`9" 6 r-6°' 2 T- " 10 4.58 3.89 lU 3'-9" 12 6'-T to 8'-10" S 5'-7" 3 3'-2" 8 3'-9" 6 Y-611' 2 Y- " OS 12' 5.50 4.33 10 4••9" 15 6'-7" to 6'-10" 5 5'-7" 3 N-2" B 4'-9" 6 V-6- 2 r- ' D!-3C 14' 6.42 4,77 tp 5' 9" 20 6' 7" to 6'-10" 5 5'-7" 3 3'-2" 8 5'-9" 1 6 r-6"' 2 24A 16• 7.33 5.21 10 6'-9" 24 6'-7" to 6' 5 5'-7" 3 3'-2" B 6'-9" 6 1`15 2 r-0" 345 18' 8.25 5.65 p 7 9" 28 6'-7" io 6'-10" 5 5' 7" 3 3'-2" 8 r-9'• 6 r-6"' 2 r- " 39 20' 9.17 6-09 10 81-9" 32 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. MH 4 X 8" SMOOTH DOWELS AT APPROXIMATELY IS. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION "NTS WiLL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE DUANT'ITES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN 'W DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AHD THE ACTUAL. 12'X12" PLASTIC HARDWARE CLOTH t/," MESH ODTAN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL iE DETERM84ED BY THE OR GALVANIZED STEEL WIRE. MINIMUM WIRE DIFFERENT DEPTH(IS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03". NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THiE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED N ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING MOD PLACING ALL S. ALL REBaFORCNG STEEL SHALL HAVE A MIN, OF 2 IS TO BE L +16" AT 4.10 LBS./FT., MATERIALS 94OMNTAL TO THE SHAPM IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE. 18. W DENOTES LENGTH OF ONE (1) OAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BEHN5. 4. PIPE IS HIGHER THAN THEE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE It CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN. BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO 13E SHAPED TO CONFORM TO PREVENT STANDING OR PONDNG OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE, THE COST OF FURNRSHING MID PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL. N EVERY CASE, BE THE SHAPING IS TO BE 14CLUDFD IN THE 80 SHOWN ON PLANS. PRICE FOR THE STRUCTURE. r 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5_ STEPS ARE TO BE PROVIDED WHEN H 1S 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST`N•PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01-MB. Sheet 2 o1 2 SPECIPICkTIM WFERIM STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRMtSPORTATiON R14 JO DI.3A.38,3C EXPANSION KEYED FOR DETAILS OF MrLE7 EXPANSIOtI JOINT 3'-10" SFRAMEEES 6 COVER SEE STANOARp IC-2. BARS 4- 2- JOINT BACK OF SIDEWALK '� wm COAST. J. JOINT BARS M ACH JGUttTyyT R p (Xl R a Ll C ' 2` F eAR....... BARS B g I SUBBASE :- HARDWARE ic •,( I " g+ _ F WEEP HOLE. SEE NOTE 8 H - W ' AR F BAR A �', ::CONTR01. GUTTER FACE OF CURB -/CRACK STEPS.' NOTE 5 8' 8" JOINT CONTROL JOINT 4 6'MN. PLAN SECTION A -A A L-VARIABLE - MAX. 20' 8' - 2 6` B N� 10, MAX. e" 3 0' 10.KEYED coN�T. JOINT O ER 2" CUT -APPROACH )VRS A GUTTER 14 N AIRS H-- __-------- -------------------- , mJ - --N � •• J -_-_-_BARS E L),_B#3" DIAMETER HOLE FRONT ELEVATION E BARS EWEEP T-8" " Its B = --' (GUTTER REMOVED) BAD F T/i 3 _O" L.-d B" TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 R CC-7 57P/4' BENT PLATE STANDARDS.• a .. '/a" R ••,• SECTION B-B L21/2"X2'/[t XIA.. TYPE B NOSE DETAIN. SHALL BE USED WITH CC-2 STANDARDS. TYPE A TYPE 8 112 X CALYANHCID 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGU.E OF 68.30' TO ANGLE IRON AT 2'C•C. CONNECTORS AND IS TO BE ANCHORED WITH y2- X 4- STUD SHEAR NOSE DETAILS WELDED TO DENT PLATE AT 2'C-C. APPR.PAVEMENT DI-3A _ _L 01-30 L DI-3C L WARPED PAVEMENT • t i I flow01 FLOW 1 i FLOW .t. r� 1 J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET AIXUDKE 12'' - 30" PiPE: MAXIMUM DEPTH (H) = 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Cc-12 A PERMISSIBLE CONSTRUCTfON Y Xx STREET APPROACH SAME 39 A - -I SURFACING AS MAINLINE (RADIUS TO BE AS i*iq i ROADWAY SHOWN ON PLANS) i Th C! C -�( (RADIUS 7D BE AS _--_----_--- SHOWN ON PLANS) ST'D CG-12 r ®CURB COMBNA r Ctkt6 AAD ( ST'D. CG-6) V SIDEWALK i (� ( \ I X OPTIONAL 8" FLOW NE EXPANSION JOINT rn _ A - J --- NOTE WIDTH "B" 2'-0" OR AS w MAHNLtNE ROADWAY SHOWN ON TYPICAL. SECTION. PLAN VIEW 10'PARABOLIC CURVE EDGE OF SHOULDER OR OPE M CHAIN OPTIONAL FLOW LIE - - MAINLINE ROADWAY ------------- S LOPE CH�/INGE 5' MIN.40' MIN. FOR STREET 0' DESIRABLE FOR ENTRANCSECTION A - A GUIDELINES FOR GRIME CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0 % 3 % CHAN iEDIUM (500-1500 VPD) S 3 % 6 X LOW (LESS THAN 500 VPD) s 6 % 8 % cG-n B 11 i - CLASS 711 (H.E.S.)-..-..._.---. CONCRETE SiON JONT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN TiE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNiNO REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK &CURB RAMPS WITtpFI fHE LIMITS OF THE RADII SHOULD BE �.- D INCREASED TO r'. ---- WHEN ST'D. CG-n IS USED FOR ENTRANCES BUILT - - - - N CONJUNCTION WITH VDOT PROJECTS, PLEASE D NOTE THE FOLLOWING; '",• p oi�LCONSTRUCTED To RLIE (EXCEPT ANY STAiLRATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THiS STANDARD iS TO BE ADJUSTED TO MATCH THE UN MOTABLE CURB CONFIGURATION SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WiTH THIS STANDARD. X PLANS ARE TO INDICATE WHEN CONSTRUCTiON OF A FLOW LINE iS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION METHOD OF TREATMENT - REFERENCE /��p�/��A �p STREET e�p� �p��/� 601i8fIWEC 1 ION FOR S 1 REE ! H 1 ERSEC 502 AM �°i CK ENT RANM VRGNA M PARTMAENT OF TRANSPORTATION 203.04 INSERTABLE SHEET A59 07' wHER£ STO, CG-3 on CG T t5 USED. 8 0" 4'-0' STD. CO-2 ®6° 12:1 MAX. 48:1 MAX, OR CG•6 ' 1 :5 DOWELS. 8".LONG 9 12" C-C SECTION A -A CONSTRUCTION � � mIt OPE 1011 MAXIMUM - JOINT ++MT' B L MAX 1 (� ` w + .SE tl�. ' •'--,,,JJIT TION B-B RUNtCA7E0 DOMES A 4'SOUARE LANDING AREA OUTSIO 7 OF BE PROVDE0. N N 21 N �a ='0 TANGENT PLAN 4 CROSSWALK COS W TYPICAL PLACEMENT CROsswALK TYPICA PLACEMENT s AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK TYPE A (PERPENDICULAR) APPLICATION (WITH BUFFER STRIP) THIS DESIGN ALTERATIONS . TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WOE) REOiI&iED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW NOTESt CONSTRUCTION, 6 FEET FOR ALTERATHONS. " WA 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLP RESISTANT INTECRk SURFACE COVERING THE FULL WIDTH OF THE RAW FLOOR BY 2 FOOT w LENGTH H THE WRECTION OF TRAVEL. OTHER TYPES OF MATERIAL MTH THE TRUNCATED DOME DETECTABLE WMNNG MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SMALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAdPF.O TRUNCATED DOME i CASs-ft PLACE OR PRECAST N TOP SURFACE. THE COLOR OF THE DETECTN�LE WARNING SECTtONt SHALL BE A DETAIL CONTRAST•iG COLOR WiTH THE ADJACENT SURFACES (ADJACENT SURFACES 04CLUOCS FLARED SIDES). 3-SLOPINGSUES OF CURD RAMP YAY BE POURED MONOLITHICALLY WITH RAP FLOOR OR BY USING PUW3SQJ 2%" C-C TRUNCATED DOME CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR tS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINM FLARED SIDES O O CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O O O O O O O O 0 O O O S. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCDOER TO CENSER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8, CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 2%" C-C O O O O O O O O O 0 0 0 0 0 0 FOR CURB/CURB MIND GUTTER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARDIStO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFiGURAT&L O O O 0 O 0' O O O O O O O 0 0 (+N 8. CURB RAPS ARE TO'BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCES5181E ROUTE MTWN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXNSTNO PROPOSED NON 0 0 0 O O O O O 0 0 0 00 0 0 OR MIll NT. THEY MIST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS dR AS DREGtTED BY THE EN1GNEER, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES. H'RE HYMWTS. DROP' •LETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS W408STRWTED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STABt E FIRM AND SLiP RES�TANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT GIMJ 1E PPPROA O. ENTERED AVID MO BY PERSONS WITH M08t irry wAIRMENTS. VARIABLE 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED 3• MINIMUM. PAY LUIS WITHIN THE LIMITS OF THE CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RAWICMNNOT ACCOMMODATE THE TURNING OgUIRE1AENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED IT 1 OF 3 CG-12 DETECTABLE WARNING SURFACE SP_ECIMAMN V.3/03 TYPE 'A (PERPENDICULAR) APPLICATION _ 203.05 VMM DEPARTMENT OF TRANSPORTATION 502 CI_TRB & GUTTER EVERSE SLOPE GUTTER WITH R DESIGNATED ON SITE PLAN AS CG-61? NO SCALE 6" COMPACTED AGGR. SUBBASE (VDOT SPEC. 209, 21-A GRAD.) SIDEWALK TYPICAL SECTION CONCRETE SHALL BE CLASS A3 IF CAST IN PLACE, 4000 PSI (IF PRECAST) UTILITY CONTACTS: m Of 0 0 z In 0 M M m �L,0� M A 8 O � n � N rM Q V) o z0� w CD o Ci o 0 SLij O 0 < O - < z 0 W O ~ L1_I Q U z LJ Q U W Q Q (n LI_1 C\! I f0i0OAim f1e0 aq`'1 SEm 0 M 40. ®� ®® O ♦ 1W z s000 T'-,AAWO ®0 0 00140lk o n Con U O 0 0 C/1 Cn z CO) W � w � w r-t . W W /.Irl \J Q V:, C/D U Q z w W �p+•�+ C.� NOT TO SCALE FREDERICK COUNTY SANITATION AUTHORITY PO BOX 1877 4, i WINCHESTER, VA 22604 (540) 868-1061 (MAX.) ADELPHIA CABLE JERMAINE BROOKS 1039 N. FREDERICK PIKE SiD 4`QOliC (A-3) SDEU►ALK WINCHESTER, VA 22603 540-667-0364 STAGE ALLEGHENY POWER CHRIS STRECKY 6" DIA. PIPE FILLED 3463 VALLEY PIKE W W/ CONCRETE. PAINT WINCHESTER, VA 22602 I O • 'A: W/ (1 COAT PRIMER AND W z z _ A D (2) COATS ENAMEL 540-722-5859 d 4 _ TRAFFIC YELLOW W Q Li FINISHED SURFACE VERIZON/D-TEL = 7; U TERRY PERSONS V) = 141 RAINVILLE ROAD ` PMB 116 WINCHESTER, VA 22602 V i - _ - = 540-868-9860 Q Z d -•'� 4 •4'-• '=- SHENANDOAH GAS Q CAST PIPE iN DAVID C. REICHERT i- :_ •d • CONCRETE ROOTER 350 HILLANDALE LANE f "d. r 1• - WINCHESTER, VA 22602 Q " (540) 868-7911 Q (� 7" 6" 7" PIPE BOLLARD N.T.S. CONTACT "MISS UTILITY" AT DATE NOVEMBER 3, ROOD 1-000-552-7001 SCALE: H: AS SHOWN PRIOR TO COMMENCING WORK N/A DRAWN CAD EMERGENCY DIAL 911 JOB D2007 POLICE - FIRE - RESCUE SHEET 2 OF 12 . . � . I I % 3 I I 23 - I. I 1 7_/ .' + �. I _._ , . 1 1, -"_I .- - ..-_ .., -I - I - I 1. I I -- - - � __ __ __ _. _ __ -__.... -----1---i ® PARKING INDICATOR 1 2 CENTERLINE STATIONING \ 2- -I , IL 1�� 1 ". �',�' '__I ,_ . 1, 1.* � ..X. � . llI '� �� I ,. 1I ,I -I <,`.__- _"."-',.1,- - , , � ..-�- -1---*, *- 11� _,I 1 I I . _..1._--1_� t "_/_,,- EX. EDGE OF PAVEMENT PROP EDGE OF PAVEMENT _ r / v +�(21� � I I I I I - -- -,J -I i+ --� I - .�; pi,z I.,i I �I "-I .".. � I _. -"1-� �I_-�J.,_- .-'.,1,.�, ;I �- i,,,1, "-,!-1�`-�., 1.,� _', ) � ;J�-"I-�,._-�._/ s- I 'L, w z C 1 j/ -` z o En ` ; ' `, X I _---------- EX. CURB AND GUTTER I/ e.e., 11 / =l ` \ PROP. CURB AND GUTTER (CG-6) 0 � S N I,).� / - -� / PROP CURB & GUTTER (CG-6R) o 2 I .�1I,. .I,,�-_�;2.-I .;'., - III, I.1 I ,,1I I, I.I 1 1, �-I I1I " II ,,.,-I.,� II,1..�I-�.I1�I�. I�.I, I 11, ,..I 1, "111 ."I.I . 1I-,I I *.II �.1. ,I I.1",rI1 1-,1,� ', I 1,-I1, I1II �I .,,I.11.I.. I ,� I1I. 1.. .. �.,,/1, . 1 ., . I".I - i I I.'I—L� .�.I . , 1I 1--�"- I, I I'I ,1'I, '. I -.11! /.II I1�� ., I 'I 1 ��: - ---."I ,I 11 � I 1,._1\I1/.I_I . -.,"II1.�\I 1 �I. ��,. !;i I�,lI I ,Ii.. ',-f- II� ,I, _I_ . I" . I0�" I0\II 1.I_z , 1�\�� ,1 .I I'1) ,"l mI " I, I,,,�..I�i,", ��.",.� : I Ic .',4,TI ti�1�I 3 � , \ �. I ,� 1;I1�,I-11\I �, ;�i. �!` _. \".,,> �� '2�:� 1I�;:� _.��/�LI<, I)"�� , , - -) I I- ", I �"II__*,R"1_f,_4_1 -�L-1_*1�-,,_- 11 -.1I.-A, `N-. .-- I I// - ,I I -"" 1 " ,11 EPP XR. GE ED L. ;Jr `�_ / \ (CG-6) TO (CG-6R) TRANSITION M ,* a / 000 / \ ", e„•- - - - _ _ - _ � '� ,: ;.-- _ =J.-�f PROP. SIDEWALK - o `- I �or7 0 \ ® _ e " � r z, w -_ � _ HANDICAP RAMP (STD. VDOT CG 12) , n r N M ' HANDICAP PARKING SPACE -, � r \ 24/ �n1� ?a s._ ; l'J STOP SIGN 5 J , �� r 1` IGQ0IIcLU-Cn>v< _ _ U �� .� ,% 1b S�' �\ " e - // - w- _ IX. STORM SEWER (W SP ,9 -�„ 2? PROP. STORM SEWER _ (_O 0 ® �� , E 6g �. 24 l [ �- _ IX. INLET 4 4 2 4 / N�, (g .�, - �� 20 TY - �, %' 20 - . `).� 2�- e, o `�' \!' PROP DRAIN INLET >- O 0 . 1\ o 0 II O - \ -�-- 5 % ___.- ./ _ PROP. YARD INLET N � l _ J ,: v' F I. 20 - / 1 W I =o � G �, '�` ` (;� EX STM SEW STRUCTURE NO Q � � �, f . 1e p U _. _ _. UCTURE N <L i. / _ , , ,. _..- . i ^ `� %' /r.f , PROP. E D SECTION C , I:... ., , RO END LL .� C �,j �' , a►` IX SANITARY SEWER - /. J _ . . I-- W \ 1, 1�` \ /; 6 w v \ PROP SANITARY SEWER U �O 19 5 S 1 .r © ii O EX SAN SEW MANHOLE - W ,. A _.. 22 / Q ... ;' ,✓.,'�r, \ ® PROP. SAN. SEW. MANHOLE _ 3X ® \\ PG \ / y.. ♦ PROP. SANITARY CLEAN OUT Q U �9 �c o. �� \ I. / = Q PQ EN A C v _.-, ✓P`, CL 3 T y 5 �1 A y� , - .- ' - � •'` EX SAN SEW STRUCURE / ®o i 6 E t O S ., T PROP. SAN. SEW. STRUCTURE ap t W -�- \, , 35. �- �9 r D RQ�� F q� ty 1 ,, 0 85°21'00 E ' ' - O_,- �, ( �/ \: I S TR -s FENCE rTYP 1 RFq �F c�`S o 21.00' _�/--- Ex. WATERLINE U 0 g '�'� Q R,q �, .1,,.", ,, PROP. WATERLINE 1%, I t H T P. g, ' S G Qo � / r ,, ; r I :J x EE DETAIL p T� r S c�n cz ,' 19 VE � ROP WA R VAL I r ! \'` ./ � / l' PROP. RE UCER , f - ' , 9--- J 1, f i ;' I , +'1, �: 1 19 19 195 �' `�.',/ - i * PROP. FIRE HYDRANT ,' ,` �'��'�� GATE q. �o�. CJ� %,;�!,i`�` 0 PROP. WATER METER aeoaoeee�,,� Q' PD �J O / 1� /% o t.` r/ '' /' `o�'/ o Q�'` 14 3 ; `/ ';/,� /�;i ter; E. UTILITY POLE q'"a oWi . � .. .1I, ., 1_I. Ii� ) I-�_1I_.. 'i Q i0 19 // Oj, °� '/ " " '� I s �C 1%� C ; f /,. i PROP. UTILITY POLE /; / /',i ,/ TP a o POOL DECK Co I r '� v • '� / T PIT I . \ 1 - - - (`� n �� :// 0 TES ® O 2 19 T ° 0 ��' _ �� PROP. STREET LIGH o 2 2 /�' r s 7 s 19 / 54 G !' f 19 % 19� it t 0- 0 IX STREET IGHT 2 1 0 6 PV ; '" r; PD PD O / '- C> o '% �`` __ O . , STANDARD CG 12 / - �- - - _ o, °� 1 13 12 19 19- D` f s' T1 ,,�_,, / , /� i A a t ,�_ PD POOL y ""` _..__._ __.._ p -' - w �' �`?© Q, 8 20 PD 2 �- ,' /, y '' \r '` '` ,f _____ ® WATER LINE EASEMENT ®000 Y 4 a _ 41 - I TOT 9� W . ,`'� __ 0 ppRR` 11 n 8 , CJ } /N / 1 / 'T ] °� - 19 �3 2� / !'' /14 ' III I,,II II "�� , :,II� .II 1 II `I .! ,I . \II �kI 1�1 1 I I I.iI .� I-� �I l.III� I1, � 1,.�II�./ lI ,�,� I_lIII 7:,I� IiiI. II " I �I� /II .1I .� , - I1 I ,111I'1II I I.112I 1I ,.I" I /,' I.I rI I I"I I1II/-1I1 �8,-.,.I, � 1.I I' , � - I .�1"- I<1�, I �"o-�.. ,II /I �'- . , III:,_ , ,_fI.:�I ..�'I . .I 1,:1I.I 1".��1I 1.- ,1I1,� " I; ,/I .�"�I,� - .,I .,., I II .,I.q.,�I I- 1-i1:IiI, " I"/ I l�I l.,lII , � � ' I I1II.I_I /�I�_ II�I. �1I,/.,. I,1 / II I�,/I 1I 1�II I II III�. �,: 1,.,,.,. 1.I . I"�L� ,1�,I�I ' 1 , II ,- I I "�" '1c.I, .. .'.II.. , I,,. I .-' .oI� ,, I�- ._�-l' .'/�, �1 .'1,�I.. .�I/�. �1 1!�I"I �/ .,, I� i" 11I llI.I /1. � , ,. ,IIIl, I ,,;? l�,�-�� , I',��, i/r I_I/ I 1I : 'I,, I. 1:� ", , II ,) -"I,I� . I,,', I 1\\ � ./iI:,I . 1II.. PID 0 PD "� � . �'1 50 18� 7 �00 n19 19210 9m 00 '' // / O�,` __ LINE OF SIGHT EASEMENT l s �```� 19- + II r i 19 M) O � 2 �' /' ;� i _ ! 3 5 // / / J/ i CG--2 TYP. t 19� 19 s r / ; l ISLANDS 19 FOR 34 1913 2°� _� ' f • '; 6 / / , I L �j B RL 2 0 1 Z3 19 • `i Z- Q� i/ / _.... /0� / G a Q _. _ _._ ,, / T9 PD i _r - -711I- ",:',Xi(�%�1,-�_ tI/i _.."`- �,'�. i _��:,:";p_o/_i.1-�.�,. �.. _I1—_- __,,__, ,1�---1- , 1,_I, I1-.._i,�,, _. P, :.- 1 1-_ ��11I:'l9l __-- PD 6 PVC 19 1 / ,;y ' / j 0/ ,, IL 15 5D 19�°+ c19 _ 12 PVC `PD, - g� , + �P / U, `/, i/ PD GATE �, CL' r ;/ . `�' 1!8 ' oQQ- 2 zo,W 1 9� Q,� %,_ � ` , / fr / ; ;" /f f/ 3 PC 11 + 8.48 PROPOSED GAzo� PROPOSED _ �I c o;!/ ;' ;' / QQ' ;/, i'' ,J «� COMMUNITY COMMUNITY UI - _ __ ;:''�� / i '\ �',�, ; " I ,-I .i=:(::N7+::::-::-)- Im/F- _m _\o0. o0 : -I ->-�-, --9-,-.6,,J, I I �*"�II� .II. 6 �-- -}- 1 BUILDING B LDING _ _ ' , o _ _ ,r - 0 12.0 20.00 1,804 SQ.FT. 2 1,640-SQ.FT. ; l ->�: O ,:r' ;r; (6 ,/i' r i,, , / w 16 �. v ., _ Q0 18 HEIGHT 18 HEIGHT cot T_ ' _11 I rr�; i_ 1f , "%//; / ASPHALT SPORTS d- FF=720.00 FF--720.00`� _____.._, r ; �, / cn m 12 - - , \� ' ;' f ' CO R LOCK`. r f U T ER ROOMS MEETING ROOM .?' - - - - , / C, y �� /'', Q ,' r �. �',// 1 i -' 1 1 _ / , J t5 �v ♦ !1 , , EL 719.75 1 - _) 1 _ o 4 SI WAL TYP. 1.67 - 4 /. BRL -' . ,.� Q-'-- - , `\ / 19 - - % /; / s- f t t / / ' ,r y � r\ ♦ , COLUMN (TYP.) /� �.., / / , n P51 ,, -; „ ;!,_ /, t ..:. '�*--`:� f b 17-- /ice -w, +�-` •/r OS `� � I , ,. -.,.. ,�, 1, , ', ,. .,`: ., / : , os - /" , 'r'-' l '' r `/ `'- I, ,, , / I-, �...J `-, •. , : ® - - .- ....,. `. �.(� 9 - , , 4 1 lJ''.., � �� r�. ... ' 'sue /�s" �, /; // �;:,�._ //'r / ��L ,,,,,, ';r' ��. \� �`., �"•. " \ m� 17 .- o R35, , , ` 1r � ,w 4 S89 40 . -- , - . � X, i ,;. ;• r. r ;a .�° _; ,`. I. \ _.. X� l r / , 1�. _-. 2\ -- r/ _ - i l l 1• . , 15 .. __ - / t O / s 'I r/ / ff \ ,�., , 1; I I' .., I.�,;t,�i -1II\ I .�,; C,I---,I , , _I -1 . 11: i I� ��'f��1 � .1 4 ; II I ,,1,..I1,. '_,,1 I I4,� � � , -_� . � . I I\ � , :1L1I"- . I� I �L, I . 1,- I , .,I, +. -i.��i �I1jII",'7,�, - "I, I L ;� ,� II L�1.I�I.I�� I �I,,',,% �I,I . � � I ,�II , �I ,,L,I1 .�. 1I% '_,I I , �x'� + __�9 .4_1 -.0_-._, .�1IifI� -.-/- �I IL � �L�,1, 1., _ I\..- _I . I . /, _I 1' ___;_n�AI_'_l(_�z �v _ �'_&,_-�_ . � 1�_' .� I_ _ _--1��-. II- � I ,�.Iwo. 2yjI QUO. ; :::. { • :. 76 /, F1 �_� ! _ . -_- . 4- l (� i _ _ % / f• 1.:aY , - . - r, \ +:-. , % i q O r_: r f ! 1� o �_ I 7 _ 7 10 , J, ,' f W' -- .. i �. ,, 3 r, _ , 7 7 of /, / r ; i ' \ - - gs !'. .. `'--' '�% ,ngY % 1 __" �- ,_ I--- . 12., _ -- _ ;r _ f � o . \ " _ . , ,, - -... ti _,\ 7-18 _ , 2 - _ _. 2I-.___.__ .. i'' r 1 _ 8 Q fir, -�`' _ _ g ' I I ' O .� /' - -- ,rr': ' per . / _- - - _ J _ 04 -_ _ _" --- / / . : \ 'i, as _. �' x __ ! , f, y --19 _ _,_ ; ' r ;, C 4 CHELT ENH 1.8 i ,,; , �, i , _ _.w_ - __ - 1. w .L 10+00 Pa f ^`" _i._ ,fir l_., _ .. _1.. i ................'•^-...,.,..... ', ��: "- ,... _ I�, �,,.. r / /r t s O / / : , __ -.__._ • / r : J ..�' /i f / - /� _ __ _ . _ _ .. _. i 1 t f' i - --r �.. , 1 `� . ,.., \ `1 O 1 / F1r i \., , , j -r - i ,,.. 2 1 1, ,, 2 ` \ \ I _ / '_. , - \r `' . _. \ , 1� ,, _ G' -1 t - _. - , \, _.. \ /. - , -- 5 , r,- I. o�r II _ __ __ \.. ', i , " 1, `, \ , / �, / \ > ~♦ j j , �, I ,�,� - � I .� I I I q 1; - I % - - , ,. ,I �� ..-I ., 1,.. .I1I .1 . ","1.1 , 1 I I . I,11�` ,._.I .� I 1, .1.11I, 1 -. I , .m ,�.- II I I -. : I I I . I - - - I III . I ,I I Z. I ."I1� 1. 1. 1 I � , 1I1 , . � I � I � . I I11 . ... �, . I � II I I .. I- I I . - - �I I . " � �.. � . _I I -I I ,I � "I I1;. I ". . 111 I , \ - , ,' . I ,_ \t ._ , . _-- ... 1 r I ! - _ GRAPHIC SCALE I - , \. ! I o1. 7 / , \: t CN - _ 40 so 22 _\ _ _ , \ ___ I _ �/ - - _ _ I I 1 I IN FEET ) I I � . � . I l � t .�, I I I � - . . ,� � I - . ' i _ - 1 inch = 20 ft 1 - CURVE TABLE CURVE Radius Delta Are Tangent Chord Chord Bearing Cl 827.00 9'08'02' 131.84 66.06 131.70 S39'25'41'W C2 280.85 52'33'41' 257.65 138.69 248.71 N61'08'31'E C3 280.85 511'20' 25.43 12.73 25.43 S87'08'41"E C4 326.00 012'56` 1.23 0.61 1.23 N84'39'29'W C5 325.98 17'32'24' 99.79 50.29 99.41 S86'27'53'W C6 26.00 25'50'08' 11.72 5.96 11.62 S32'52'35'E C7 176.00 42V6'38' 129.35 67.75 126.46 S01'05'48'W C8 26.00 8311'06' 37.75 23.08 34.52 S63'44'40'W C9 54.00 117'45'20" 110.98 89.44 92.46 N46'27'33'E LINE TABLE LINE LENGTH BEARING L1 5.12 N31'37'26'W L2 8.72 S88'50'30"W 04 fV o N UD +-Jl C! g o .0 � > (V o O ° x � con a w w � !ax V d 88 c/ `L' w 04' �..+W n a - o •� q) � � � �� W H O q) Q Q CC? � a.��. .� ° 0 z �tbI WW O 0 rT#�.� w V) Z 0 Q ct z W w 0. --I� fc ~-+) U U ry ry OW z z I-- --1 Q z W n- 7; U z z I - a Q z Q I D ry W :E V V <C 0 U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 20' DRAWN CAD Jos D2007 SHEET 3 of 12 7 Q X o o � .) L 19 - 4>, o � N O � PD YARD 14 _I INLET 0 TYP 6'-5 -10" �\ 4 6'- 5 12'-10 6'-500 21 ERGOL 1 Lo r) I o f 13 ., 2 Q o O I 8 PD 'WIDE FENC 00 TO T GATE OOL 14'-9 ' I `n - 12' 10" 1' 6--5„ - a ® METAL D O 6 FENCE o 0 E- � 6'-5" c 2WIDE co o 0 j 29'-2" PERG L, COLU N 97''0" 58' - 4" 29'-2" Q0 N N ' 6-5„ _ 6 19 - 4" 1 CD CA f o t ,---6' METAL FENCE 1'-6" ' Q0 I ATE 3 PAVEMENT INLE o � P 1 12' 10" 12' -10" Q 5 2 1 0)� uo 2'-5„ GATE QO • o PROPOSED PROPOSED I - I COMMUNITY BUILDING COMMUNITY BUILDING 13-0 20.00 1, 804 SQ. FT. SPECIAL 1, 640 SQ. FT. 6>> N 18' HEIGHT PAVEMENT HEIGHT 11111119111 111 fill 11111111 CONCRETE BANDING LOCKER Ix ROOMS MEETING ROOM I fit III 33'-9" 4 S I D E� WAEK TYP P. o x o COLUMN (TYP.) 0 0 BOLLARD, s. T.41 I NOT TO SCALE Proiect: Wakeland Manor - Commuinty Center (Pool Deck) 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft STORM PIPE COMPUTATIONS so From Point To Point Drainage Area C Factor C x A Inlet Time Min. Rain Fall In1Hr Runoff Q C.F.S. Invert Elevation Length FT. Slope % Dia. IN. Capacity Q C.F.S. VEL. F.P.S. Flow Time MIN. Remarks Increment Cumm. Upper End Lower End PD-14 PD-10 0.04 0.9 0.04 0.04 5.00 6.79 0.24 1 715.34 715.27 27.83 0.257. 6 0.28 1.61 0.29 PD-15 PD-5 0.02 0.9 0.02 0.02 5.00 6.79 0.12 715.32 715.28 15.00 0.25% 6 0.28 1.38 0.18 PD-13 PD-12 0.01 0.9 0.01 0.01 5.00 6.79 0.06 715.89 715.86 11.00 0.25% 6 0.28 1.15 0.16 PD-12 PD-11 0.01 0.9 0.01 0.02 5.00 6.79 0.12 715.61 715.56 18.84 0.25% 6 0.28 1.38 0.23 PD-11 PD-10 0.01 0.9 0.01 0.03 5.00 6.79 0.18 715.31 715.27 17.21 0.25% 6 0.28 1.53 0.19 PD-10 PD-4 0.02 0.9 0.02 0.08 5.00 6.79 0.55 715.10 715.04 23.50 0.25% 8 0.61 1.97 0.20 PD-8 PD-7 0.01 0.9 0.01 0.01 5.00 6.79 0.06 715.90 715.87 12.00 0.25% 6 0.28 1.15 0.17 PD-7 PD-6 0.01 0.9 0.01 0.02 5.00 6.79 0.12 715.62 715.57 20.14 0.25% 6 0.28 1.38 0.24 PD-6 PD-5 0.01 0.9 0.01 0.03 5.00 6.79 0.18 715.32 715.28 16.52 0,25% 6 0.28 1.53 0.18 PD-5 PD-4 0.02 0.9 0.02 0.06 5.00 6.79 0.43 715.11 715.04 27.38 0.25% 8 0.61 1.88 0.24 PD-4 PD-3 0.04 0.9 0.04 0.18 5.00 6.79 1.22 714.71 714.67 17.56 0.25% 12 1.79 2.45 0.12 PD-3 PD-2 0.01 0.9 0.01 0.19 5.00 6.79 1.28 714.42 714.37 19.35 0.25% 12 1.79 2.47 0.13 PD-2 PD-1 0.02 0.9 0.02 1 0.21 5.00 6.79 1.41 714.12 714.04 31.83 0.25% 12 1.79 2.52 1 0.21 PD-1 10 0.03 0.9 0.03 1 0.23 5.00 6.79 1.59 713.79 1 711.18 86.94 1 3.00% 12 6.19 6.60 1 0.22 W z0 o o 2 m -1 Z3 \ n PI n r M ,M Q C)LLJ O z v LLJ 0 cn O �- In o �O T Q OO Q 0 Q O iI - xzJU�� LEI � Q LJ yQ�z z w Q U I Q Q L� 0 = I- w U� N � d- om000eoeA` w ea1 000 s s s � s ,00, � s m '��. ® o it 0 0000000 oeo®4F4% ON ct O w N C� � N GG U w E-' o w w E. .� � Iwo o o a. b4 tom' w Q �z w W o U � or-", ry O Q Q w F-- U W � z z O Q O 1 :�i O Q U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN N/A DRAWN CAD JOB D2007 SHEET 4 OF 12 Of,zz 40 \ - X" T / q SEE AK ® POOL DECK TOT POOL OOL GAIE toPOSED PROPOSED CITY DuwWc COMMUJ TY eutnarc R ROOMS 1uETWG ROOM I lj �i UYW (TV.) ti > -4 Imo., - c 7451 740 --735 I - - PVI=-ELEV, - 721 43------- ___._ -...- -__- 73.5 I A.D.= -3.75 K= =13998 i 150VC 700 Q _ 700 I W w V U O 695 0 695 rn II II N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1.5" SM-2A SURFACE COURSE 2" BM-2 BASE COURSE PRIME COAT - APPLICATION RATE = #78 COVER AGGR. ® 25 lbs./s.y. WITH CRS-2 ® .35 gal./s.y. 6" SUBBASE VDOT STD. GR-21 A i lII i IiTII I Ii i lII I {I i II I II ilJi COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) TYPICAL PARKING LOT PAVEMENT SECTION NOT TO SCALE ' " .5SM-12.5A SURFACE COURSE 3" BM-25.0 BASE COURSE 'RIME COAT - APPLICATION RATE = #78 COVER AGGR. �P 25 lbs./s.y. WITH CRS-2 ® .35 gal./s.y. ;" SUBBASE VDOT STD. TYPE 121-B AGGREGATE OMPACTED SUBGRADE �.;OMPACTED TO 95� DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) TYPICAL ENTRANCE PAVEMENT SECTION NOT TO SCALE WhTERLINE 740 i 735 1 _ -- - _ 735 _730 1 730 I -725 , 720 1 OP.G 0 C E .L ; 720 R. GRAEL_ I ! � C/L i 715 710 __ 705 - --- * 710 705 - 700 _ _ _ z ._._ _.__- --- __ _. ______ -;700 X 695 _ X --- - m-- -695 �u U Op WLLJ Z�Wc m�� Z O m o-� Z o Q in F_ C\K0 Q U U 690- o �x , o _ 690 J it II pp' z � �. O Q C)CDM Ocfl4n O X 0 Opp;- w d 0 n Z M <C)a0000 __ 10+00 10+50 SANITARY DENIER TO BE CONSTRUCTED WITH PHASE 2 735 _ _ 735 XiA A4.1 0 6 730- 730 0 0 x I I 1 i 2 _.___ _ _ __ ___I__.__.__._.. _ 725 .725 -720 __---_.___ ___ ___; __._�_ _____ _720_ EX. GRADE 0 C/L, j f , 715 i I' _-_. _.i �_. i r._ _71.0 ---_ . � .� 71-0_ 1.5' CLEAR. 98.3e-8' SDR-35 0 -705 - --705- I 700. I -695 X I 3 - 69®_ co I X W L _ Q p 685_ o o _ o Vi -� ° 685 r•-- FI I _j U o vo^Z0O Fw- II Z _._.._ _ X o 00 .rn�o , z z~..._._ 0 ZXX a- O ww Oy 10+00 10+50 11+00 CENTER LINE GEOMETRY FOR PARKING LOT Desc. - StationSpiral/Curve ------ Data ------- Northing ---------- Easting PI 10+00 7082870.7658 11574173.2251 Length: 166.50 Course: N 00-00-00 E --------------------------------------------------------- PI 11 +66.50 7083037.2680 11574173.2251 Length: 189.39 Course: N 51-18-06 E Delta: 18 --------- ------51_ _06 Tangent Data ------ 10+00 7082870.7658 11574173.2251 11 +18.48 7082989.2468 11574173.2251 -------- Length: ------- 118.48 --Course_ N 00-00-00 E Circular Curve Data PC 11 +18.48 7082989.2468 11574173.2251 RP 7082989.2468 11574273.2251 PT 12+08.02 7083067.2918 11574210.7032 Delta: 51-18-06 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 89.54 Tangent: 48.02 Mid -Ord: 9.86 External: 10.93 Chord: 86.58 Course: N 25-39-03 E Es: 10.93 --------------------------------------------------------- PI 13+49.38 7083155.6758 11574321.0313 Length: 133.17 Course: S 66-53-22 E Delta:61_ 48_32 -- ------ Tangent Data --- 12+08.02 7083067.2918 11574210.7032 12+89.52 7083118.2506 11574274.3142 --------------------------------------------------------- Length: 81.51 Course: N 51-18-06 E Circular Curve Data PC 12+89.52 7083118.2506 11574274.3142 RP 7083040.2057 11574336.8361 PT 13+97.40 7083132.1805 11574376.0869 Delta: 61-48-32 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 107.88 Tangent: 59.86 Mid -Ord: 14.20 External: 16.55 Chord: 102.72 Course: N 82-12-22 E Es: 16.55 --------------------------------------------------------- PI 14+70.72 7083103.4037 11574443.5185 Length: 94.74 Course: S 50-56-36 E Delta: 56_46 ------------------------- --------- ------15_ Tangent Data ------ 13+97.40 7083132.1805 11574376.0869 14+56.71 7083108.9012 11574430.6364 Length: ---- 59.31 Course: S 66-53-22 E -------- Circular Curve Data PC 14+56.71 7083108.9012 11574430.6364 RP 7083016.9263 11574391.3857 PT 14+84.54 7083094.5787 11574454.3945 Delta: 15-56-46 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 27.83 Tangent: 14.01 Mid -Ord: 0.97 External: 0.98 Chord: 27.74 Course: S 58-54-59 E Es: 0.98 --------------------------------------------------------- PI 15+65.27 7083043.7116 11574517.0834 --------------------------------------------------------- Tangent Data 14+84.54 7083094.5787 11574454.3945 15+65.27 7083043.7116 11574517.0834 Length: 80.73 Course: S 50-56-36 E Q �w ON Z U AGO O L0 r- �- J O O ::D 0 0 zW� Q < O (% - X z U C.� 7 O W LLI z Q W w Q 75 ZQUWQQ LW (n U N ry `r,%e Vh 0. ®® U (� w Wi cl s x 00 O i 4P, O AP, I R x �s+ IL IL ®0000 44%% 0 o N a N w Q � U o 0 0 c) W Wx ¢ H , • a x o 8 o � w � z w w o U� Cr 0�- w 0 w z o Q w f U CL 0 0 z z z <>; Q z w Q y 0 n, Q U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 50' V: 1 "=5' DRAWN CAD JOB D2007 SHEET 5 OF 12 I t i j/ 5 26 /25 + i eK , r , 7 J\-/ 'fib/ I '�•.; , i- 26� '227 \/ s; \ I q It✓7 I g 22- r r INLET COMPUTATIONS J, q < i O � • r. tc iti ,j : - Sr i.!, i•;,3,;r- r - \ \ 0 ? n ` INLET Q Q Q S Sx T W WIT Sw Sw/Sx Eo a S'w Se Lt P LlLt d E h Q d/H Qb T Z m C-) D- 0 _--i x _U -mn 2 D ro M m p z cn D rCn -i m m m D = D Z x O C y, G� C� D cn q m m O m D rn m m 11 DI-36 10.0 0.34 0.65 0.22 0.22 4.00 0.88 0.88 0.0600 0.0208 1.94 2.00 1.03 0.0850 4.09 1.00 13.54 0.15 10.17 8.87 1 1.13 1 1.00 1 0.88 1 0.00 * 12 DI-36 8.0 0.35 0.75 0.26 0.26 4.00 1.05 1.05 0.0200 0.0208 4.07 2.00 0.49 0.0850 4.09 0.94 13.54 0.15 10.16 7.06 1.13 1.00 1.05 0.00 STORM PIPE COMPUTATIONS From Point - To Point Drainage Area C Factor C x A Inlet Time Min. Rain Fall In/Hr Runoff Q C.F.S. Invert Elevation Length FT. Slope % Dia. IN. Capacity Q C.F.S. VEL. F.P.S. Flow Time MIN. Remarks Increment Cumm. Upper End Lower End 11 10 0.41 0.65 0.27 0.27 5.00 6.79 1.81 711.53 710.93 60.10 1.00% 18 10.53 4.46 0.22 10 EX. 16A 0.26 0.85 0.22 0.49 5.00 6.79 3.31 710.68 710.25 42.20 1.00% 18 10.53 5.28 0.13 * 12 EX.84 0.27 0.75 0.20 0.22 5.00 6.79 1.50 711.71 710.70 80.35 1.25% 18 11.78 4.57 0.29 * 13 EX.83 0.11 0.85 0.09 0.09 5.00 6.79 0.63 708.34 707.90 35.00 1.25% 18 11.78 3.52 0.17 * EX.79 EX.78 0.63 0.55 0.35 0.35 5.00 6.79 2.35 713.00 704.70 82.00 10.127. 15 20.61 11.16 0.12 * EX.83 EX.77 0.44 0.55 0.24 0.35 5.00 6.79 2.40 707.40 703.35 39.00 10.38% 24 73.08 10.70 0.06 * EX.CA3 EX.418 2.47 1 2.47 2.47 5.00 6.79 16.77 EX.418 EX.410 0.53 0.58 0.31 2.78 5.00 6.79 18.86 1 706.25 705.54 141.00 0.50% 36 47.29 6.31 0.37 EX.410 EX.85 0.11 0.6 0.07 4.78 5.00 6.79 32.48 705.29 704.55 97.00 0,76% 36 58.30 8.47 0.19 * EX.84 EX.85 0.32 0.7 0.22 0.44 5.00 6.79 3.02 710.20 707.50 34.00 1 7.94% 24 63.92 10.43 0.05 EX.85 EX.82 1.06 0.46 0.49 5.72 5.00 6.79 38.81 704.30 703.60 68.00 1.03% 36 67.87 9.92 0.11 EX.82 EX.78 0.5'9 0.54 0.32 6.03 5.00 6.79 40.97 703.35 702.95 40.00 1.00% 36 66.88 9.94 0.07 EX.78 EX.77 0.019 0.8 0.07 6.45 5.00 6.79 43.81 702.45 701.85 114.00 0.53% 42 73.44 7.97 0.24 EX.77 EX.76 0.20 0.85 0.17 6.98 5.00 6.79 47.37 701.60 700.90 132.00 0.53% 42 73.44 8.11 0.27 * EX.16A EX.16 0.39 0.65 0.25 0.74 5,00 6.79 5.03 710.00 706.65 40.00 8.38% 18 30.49 12.76 0.05 * EX.CA1 EX.19 4.33 1 4.33 4.33 5.00 6.79 29.40 EX.19 EX.17A 0.08 0.6 0.05 4.38 5.00 6.79 29.73 706.50 706.05 103.00 0.447. 36 44.36 6.73 0.26 * EX.18A EX.18 1.37 0.35 0.48 0.48 5.00 6.79 3.26 710.15 709.15 35.00 2.86% 18 17.81 7.67 0.08 EX.18 EX.17A 0.01 0.85 0.01 0.49 5.00 6.79 3.31 708.90 707.55 42.00 3.21% 18 18.87 8.04 0.09 EX.17A EX.17 0.00 0 0.00 4.87 5.00 6.79 33.04 705.80 705.60 44.00 0.45% 36 44.86 6.94 0.11 EX.17 EX.16 0.03 0.85 0.03 4.89 5.00 6.79 33.21 705.35 704.00 126.00 1.07% 36 69.18 9.69 0.22 EX.16 EX.15 0.07 0.85 0.06 5.69 5.00 6.79 38.65 702.15 701.40 73.00 1.03% 36 67.87 9.91 0.12 * EX.CA4 EX.410 1.94 1 1.94 1.94 5.00 6.79 13.17 RD1 EX.83 0.02 0.9 0.02 0.02 5.00 6.79 0.12 RD2 12 0.02 0.9 0.02 0.02 5.00 6.79 0,12 * RD# = ROOF DRAINS CA# = CUMMULATIVE CA VALUE FROM EXISTING PLAN 10 2 Ali I I III I I III I I I I I III I I I All I I I I I I I I I I I A w v z 87 RCP IVV J vv 3 . -C-4R C')N Z - Z Z Z Z N X Q W M 695 CO � X ¢ 01� -cc .- I- w .I- o0 mX� LLJ O m00 K) �11• XOO it LLJ 1 WX O?O I -L W X N X W tl') = CV (D ( N tEi f� X WOO I O CJ� N O O) O r O O r- O =3 C V O~ O I IE OZO d O I O O Zo O ozz ozz C z zz z ,T-- Q o z v � w 0 0 LLJ O -� C) O 01-0 D z ry w �- i 0 Q D O ( - Q x zJU: q � LLJ LLJ z U w Q Q O Q Q (W � W cn ~ U N d- COO N O O W N 0 w E-� o � w z w _ o 7 d o w z L) d � � w w a � � 0 iJ U LLJ NN L_1__ LL_ O W l- O Z n Q W 7 U L � W z z Q Y- O O Q U I- V ) DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 50' N/A DRAWN CAD JOB D2007 10+00 10+50 11+00 10+00 10+50 SHEET 6 Of 12 E■m■m■. M!I■■■ m TOT ME �1:--------�� , j \ - w \ g (13 i - - - �� I -� � ~ \ J •\�`• ` �•\ ```� _ to � � oil 4,0 !z POOL d f W Lill J BRL , i (r V PROPOSED PROPOSED , 65 COMMUNITY BUILDING COMMUNITY BUILDING EROSION AND SEDIMENT 1,804 SQ.FT. 1,64-0 SQ.FT.- - 16CONTROL LEGEND 18' HEIGHT 18' HEIGHT i Er ry o-yj i ASPH FF-720.00 FF-720.00 - . SPORTS - TEMPORARY STONE Q 0 � U T % 3.02 CONSTRUCTION CE n Z LOCKER ROOMS MEETING ROOM , < - ` ENTRANCE +1 Q W ZIP 0 BEL D - - 20 ROCK CHECK DAM :Q f- P z z COLUMN (TYP.) O I F Q 19 -� _ .._ 3 05 SILT FENCE , f � ' S ! F U � „' W - r L 71 °6 cp- ;. , LIMITS OF CLEARING , [ 1 T , i! ,OO, / O - r+;lll T�_ '., I _..- ../lam' / ,l.✓ / ,. ."" !%-._ � O F DRAINAGE DIVIDE Ov X----- OWN.. e. - s - i\ _. �\ { ,: - 0 - - - -- ,�, DATE NOVEMBER 3, 20 3 f-1 - Y IP x , �-18 8 - o N A 1 J 1 V O _ /' __ . DRAWN CAD 04 - FM r: J j. O roe D2007 1 _ r. SHEET 7 OF 12 1, + ` i EROSION & SEDIMENT CONTROL NARRATIVE ISTONE CONSTRUCTION ENTRANCE II FILTER CLOTH EXISTING GROUND Z 12 N r- VDOT #1 --5 B COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION FILTER CLOTH 70' MIN. 6" MIN.1 AJ 192VA' 70' MIN. r-- WASH RACK 5:1 EXISTING PAVEMENT AT \-MOUNTABLE BERM (OPTIONAL) 10' MIN. 10' MIN -POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW SECTION A -A 6' - 7" Ail EXISTING PAVEMENT 10' MIN. 3" MIN, - 3" MIN. REINFORCED CONCRETE DRAIN SPACE SECTION B-B Plate 3.02-1 SCALE: 1 "=300' SOILS LEGEND N SYMBOL NAME HYDROLOGICAL GROUP 41B WEIKERT C/D 41 C WEIKERT C/D 1C BERKS C 9B CLEARBROOK D SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA. ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 (COURSE AGGREGA• FLOW 3' 2-10 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH "4�4 (OPTIONAL) -�-- -'� VDOT #1 (COURSE AGGREGATE) FLOW 3' (DOWNSTREAM VIEW) 2 7 3' Plate 3.20-1 CONSTRUCTION OF A SILT FENCE ( WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'x4' 2. STAPLE WIRE FENCING TO THE POSTS TRUNCH UPSLOPE ALONG THE LINE OF POSTS. r FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFiLL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL. EXTENSION OF FABRIC AND ' Plate 3.05-1 GRAVEL EL CURB INLET SEDIMENT T .(' I L 1 TF, R GRAVEL FILTER 12 RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT D }6. ` CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PROJECT DESCRIPTION The purpose of this project is to construct a community center site for the Wakeland Manor project. The site is located in the Shawnee District of Frederick County, Virginia, Approximately 2.15 acres will be disturbed for this project. EXISTING SITE CONDITIONS The proposed site consists of slopes ranging from 2 to 9%. The site is primarily meadow. ADJACENT PROPERTY The site is surrounded by land in residential use. OFFSITE AREAS No disturbance of any off -site areas will be required for this project. SOILS (See Status Sheet) EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the handbook, The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping Structures, Silt Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. CONSTRUCTION SEQUENCING 1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 2. Install the Temporary Gravel Construction Entrance. 3. Install Silt Fence around perimeter. 4. Install Inlet Protection for existing storm structures along Cheltenham Drive. 5. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 6. Install check damns in drainage ditch along NE site boundary. 7. Install proposed storm sewer pipe. 8. Install Culvert Inlet Protection at proposed culvert inlets after installation. 9. Clear remaining site, in phases necessary to stage construction. Begin rough grading. 10. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days. 11. Stabilize the remainder of the disturbed area with permanent seeding. 12. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch. MAINTENANCE All measures are to be inspected daily by the site superintendent. Any damaged antrols shall be repaired and/or replaced by the close of the day. No controls are to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program.o 1. The check dam will be checked regularly for sediment and cleaned when necessary. 2. The gravel outlets will be checked regularly for sediment buildup, which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches halfway to the top of the barrier. 4. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed. STRUCTURAL PRACTICES 1. Silt Fence Barrier - 3.05 A temporary barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched. 2. Temporary Construction Entrance - 3.02 A gravel pad located at points of vehicular ingress and egress on a construction site to reduce the mud transported onto public roads and other paved areas. 3. Rock Check Dam - 3.20 Small temporary stone dams constructed across a swale or drainage ditch to reduce the velocity of concentrated flows, reducing erosion of the swale or ditch. Limited to use in small open channels which drain 10 acres or less; should not be used in live streams. VEGETATIVE PRACTICES 1. Permanent Seeding - 3.32 Establishment of perennial vegetative cover by planting seed on rough grading areas that will not be brought to final grade for a year or more or where permanent, long lived vegetative cover is needed on fine grading areas. 2. Temporary Seeding 3.31 All denuded areas, which will be left dormant for extended periods of time, shall be seeded with fast germinating temporary vegetation immediately following grading. Selection of the seed mixture will depend on the time of year it is applied. 3. Erosion Control Blanket - 3.36 or Mulch - 3.35 Erosion control blankets will be installed over fill slopes, which have been brought to final grade and have been seeded to protect the slopes from rill and gully erosion and to allow seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas and will be applied as a second step in the seeding operation. STORM WATER MANAGEMENT Strom water management for this site plan is provided with Wakeland Manor - Phase 2. See the Phase 2 plans for computations and details related to the facility that will manage this site. Q ®J d w CD ry O W I- ry I-_ - to O C�d o:DNz� 0 Li I j O � - Q Xz_0�� Q U LW 1- w �C �'Wz-W� ZQ yQrz ry U Q W to Q W U � N � W d- ego®0000d I ®j�0 ®1✓+ w Z A 0000 �zoe s q� w d N 0 W cNv •� o ® C to � H � EW-+ V V 5C 0 GJJ O O w � C�7 ¢ � � w W C� O U� z z _J Q W Q � U 0 o I-- z z V) Q W W Y O Q U DATE NOVEMBER 3, 2003 SCALE: H: 1' = 20' N/A DRAWN CAD joB D2007 SHEET 8 OF 12 PLANT SCHEDULE SYM QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS Shade Trees QP 7 Quercus phellos Willow Oak 3" Cal. B&B PA 15 Platonus acerifolia London Plane Tree 3" Cal. B&B Ornamental Trees 11 Cercisa i —Eastern Red 2" Cal. B&B MA 13 Malus x arnoldiano Arnold Crabapple 2 Cal. B&B MV 16 Magnolia vir iniana Sweetbay Magnolia 2" Cal. B&B Ll 9 La erstroemia indicg Cra em tle 2 Cal. CL 14 X Cupressocyporis leylandii Leyland Cypress 7-8' Ht. B&B AR 9 Abies Concolor White Fir 6-7' Ht. B&B PS 15 Pinus strobus White Pine 6-7' Ht. B&B AZ 16 Azalea 'Nancy of Robin Hill Nancy of Robin Hill Azalea 15-18 Ht. Cont. I 31 Ilex cornuto 'Burfordii' Burford Holly 24'30" Ht. Cont. EA — " SH 24 Sarcococca hookerana 'Humilis' Sweetbox 18-24" Ht. Cont. PL 57 Prunus laurel Cherry Laurel 24-30" Ht. B&B VP 19 Viburnum x pragense ProcIense Viburnum 24-30" Ht. B&B MS 53 Miscanthus sinensis 'Morning Light' Morning Light Miscanthus 3 Gal. Cont. Ps 88 Pennisetum ' Hameln Dwarf Fountian Grass 3 Gal. Con t. Perennials M 493 irio ca i 'Big I e' Liriope 1 Quart " o. C VM 1750 Vinco minor Periwinkle Groundcover 50 CPF as needed 8 o.c. Flat HB 1900 Hamomeilis mollis brevi etala Daylilly 1 Quart Cont. AS 1 600 1 Astilbe Astilbe 'Sprite' 1 Quart 8' o.c. Cont. 0 1 — PN 2 PN LANDSCAPING CALCULATIONS: ' TOTAL IMPERVIOUS AREA = 93,718 AC \ter REQUIRED TREES FIRST 100,000 SQ.FT. = 1 PER 2000 SQ.FT. ADDITIONAL TREES AFTER 100,000 SQ.FT. = 1 PER 5000 SQ.FT. NO. OF TREES REQUIRED = 47 NO. OF TREES PROVIDED = 62 CC 1 NOTE: SHADE TREES INCLUDED IN TOTAL ARE 7 WILLOW OAK, 15 LONDON PLANE, 11 EASTERN REDBUD, 13 CRABAPPLE & 16 MAGNOLIA LANDSCAPED AREA = 22,978 SQ. FT. - % SITE LANDSCAPED = 22,978/93,718 = 24.5% % WOODLANDS DISTURBED = 100% r . ii • PARKING TABULATIONS: REQUIRED: 1 SPACES FOR EVERY 150 S.F. OF FLOOR AREA ` TOTAL FLOOR AREA = 3,444 ='`•� REQUIRED SPACES = 3,444/150 = 23 SPACES PROVIDED SPACES = 52 SPACES EXCLUDING HANDICAP Q HANDICAP SPACES REQUIRED = 3 SPACES ---I IT HANDICAP SPACES PROVIDED = 4 SPACES 1 CD PA INTERIOR PARKING LANDSCAPING CALCULATIONS: C TOTAL AREA OF PARKING LOT = 28,914 SF C REQUIRED INTERIOR LANDSCAPING: 5% OF PARKING LOT AREA 28,914 * 0.05 = 1,446 SQ.FT. PROVIDED INTERIOR PARKING LOT LANDSCAPE AREA = 1,882 FT. NUMBER OF INTERIOR TREES REQUIRED 1 PER 10 PARKING SPACES ,; TOTAL PARKING SPACES = 56 (INCLUDING HANDICAP) % •'` Ji j TREES REQUIRED = 6 TREES PROVIDED = 7 SIGNAGE NOTES: ONE FREESTANDING BUSINESS SIGN TO BE LOCATED NEAR THE ENTRANCE (AS SHOWN) AT A MINIMUM OF 10' FROM THE RIGHT OF WAY. SIGN HAS YET TO BE DESIGNED BUT MUST CONFORM TO THE FOLLOWING STANDARDS: A) SHALL NOT EXCEED FIVE FEET IN HEIGHT. B) SHALL NOT EXCEED 50 SQ. FT. IN AREA. C) PERMIT TO BE OBTAINED PRIOR TO CONSTRUCTION ENVIRONMENTAL FEATURES NOTES: THE SITE IS AN OPEN FIELD. NO FLOODPLAINS OR STEEP SLOPES ARE PRESENT ON THE SITE. MISCELLANEOUS NOTES: TRASH RECEPTACLE FINAL LOCATIONS TO BE PROVIDED AT FINAL INSPECTION. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. Q V/w WI-_ 0o'O ncf)� O � -1 O O Zo< � N z � LLJ — ! O �Q — ! xz>U<� LW0►-�WQ z U w =�z� o<Q W� Wc~ UN d N O o � N O U a o C) W w o ~ aLI w U O ct z w w � a 0 ry ry z O Li � z z Q W W Q 0 f— U z z U) Q 0 —� Q W � J O Q U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 20' N/A DRAWN CAD JOB SHEET 9 OF 12 SYMMETRICAL ��imq iqi i L'v .:ion N-:c SECURE ANGLES INTO 2 - 1 X8 BEAM WITH GALVANIZED STEEL /N A M rlI A nr fY/'V r(l WOOD POST GALVANIZED STEEL ANGLE ') 1 VQ REA1A SCALE: 1 "=1'-O" 23'-6 1 /4" FROM THE CENTER OF THE LARGE PERGOLA 14'-6 1/4" FROM THE CENTER OF THE SMALL PERGOLA SCALE: 1 "=1'-0" 2'-6 1 /4" L 6'-0" TYP. Perqola Plarl 4x12 JOIST (CENTER ON COLUMNS -SEE PLAN VIEW) Pergola Wood Joist 4X12 �TJ SCALE: 1"=1'-0" O2X6 JOIST TOE -NAILED TO BEAM 4.) 4X12 JOIST 2-1X8 BEAM FASTENED TO WOOD SUPPORT WITH GALVANIZED STEEL ANGLES. SYMMETRICAL 6' 0" 10 1 /2" 10 1 /2" 2-1X6 BEAM TOE -NAILED TO 4X12 JOIST 2-1X8 BEAM FASTENED TO 4X2 JOIST WITH GALVANIZED STEEL ANGLES ON BACK SIDE ONLY. 'a% SCALE: 1 "=1'-0" N N V c Pergola Elevation Details (LENGTH VARIES, REFER TO PLAN) CVIA1AET0lr'AI SCALE: 1 /2"=1'-0" SCALE: 1 "=1'-0" NO SCALE r— �W � zC) Izo cf)� L0 > O�3 d�0l-'<o Z0QD�Q N Z cl� O n WI W F z U W W Z Q W _ {- W� U � N � � �o♦�'eeee a", /0 0 0 s % i a/� w ♦ O 0 s ►�i Q 4 Q O o♦ ® ;r+ o A m A.0�000® T'�AOa`A ®ee ♦ore � N ~ W N V] Q Q C7 a z z x v w • + V �n o Q � Q � o �-+ a w E- ' o A` W o a � w a � � o ry ry 0 w z z Q w Q U LL1 }— r) n F- z z U Q :D Q U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 20' N/A DRAWN CAD JOB SHEET 10 OF 12 • 1'-4" Dumpster Wood Gate & Section OVERLAP 1" MIN. 6" X 3/4" BOARDS (TYP.) SEE PLAN 6" X 6" POST (TYP.) 2"X4" PRESSURE TREATED WOOD BEVEL AS SHOWN 2" n,: Dumpstwoftr Woo - & Sectiod 1 Lu a d U) Z LL. n" 8" PRESSURE TREATED ID POST (AT GATE) WITH VANIZD POST CAP "X4" PRESSURE TREATED 'OOD VERTICAL AND ORIZONTALS, TYP. 2"X6" PRESSURE TREATED WOOD BASE, TYP. Section AL_ SCALE: 1 /2"=1'—O" ALVANIZED POST CAP, TYP. W PRESSURE TREATED WOOD RAIL x 3/4" WOOD SLATS _TERNATED ON BOTH SIDES ,STEN TO RAILS W/ �LVANIZED STEEL NAILS X6" PRESSURE TREATED WOOD POST W PRESSURE TREATED WOOD RAIL 7_NTERD BETWEEN TOP AND BOTTOM RAILS. /4X3X20" STAINLESS STEEL PLATE --CURED WITH COUNTER JNK GALVANIZED STEEL SCREWS. W PRESSURE TREATED WOOD RAIL EMBED STEEL 10" MIN. 8" CONCRETE PIER FOOTING UNDISTURBED OR SCALE: 1 /2"=1'—O" GI %JjMANUFACTURED BY: ELITE ALUMINUM FENCE PRODUCTS (OR EQUAL) ADDRESS: 6675 BURROUGHS STERLING HEIGHTS, MICHIGAN 48314 TEL: (313) 731-1331 1-800— 783-1332 FAX: (313) 731-8579 COLOR: BLACK IF" 30` 24" 22" SCALE: 1 "=1'—O" COMPANY: SENTRY ELECTRIC (OR EQUAL) ADDRESS: 185 BUFFALO AVENUE FREEPORT, NY 11520 516.379.4660 MODEL: BATTERY PARK FIXTURE W/ SCI—W-12—S POLE COLOR: BLACK SIZE: AS SPECIFIED NOTE: INSTALL PER MANUFACTURES SPECIFICATIONS Street Liqht COMPANY: SENTRY ELECTRIC (OR EQUAL) ADDRESS: 185 BUFFALO AVENUE SYMBOL NO SCALE FREEPORT, NY 11520 516.379.4660 MODEL: SAL—B—LITE COLOR: BLACK SIZE: 52" NOTE: INSTALL PER MANUFACTURES SPEC. rwft COMPANY: DURA ART STONE (OR EQUAL) r' ADDRESS: 1324 SOUTHERN ROAD* ff m LL 1 '6 *A I MORROW,GA 30260 + SYMBOL NO SCALE 770.980.9550 MODEL: GRECIAN S5V30513SE2"CENTERED COLOR: AS SPECIFIED SIZE: AS NEED NOTE: INSTALL PER MANUFACTURES SPECIFICATIONS P I a 1-11 te r WccSYMBOL NO SCALE Q O 0 10 i- Q O zry � Q o Cf' U CD Q U LLJ < ry III :� w z 0 QQ w = E- r II e®®00000®° vat®® ®�®sss AF Ion) ®IL •vs 1 B°s®°®♦ set®�*p 4® oo®• � p o w ct Q Q O � H O w � a �:D � z w � O � Q� ry o LLJ z z Q W � � U J � Q 0 E— Li-1 � z 0 :D I :�i W :�E V 0 >Q U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN DRAWN CAD JOB SHEET 11 OF 12 p Sy 6'-10" 13'-8" ENCE r SIGN DETAIL -AT COMMUNITY CENTER 6'-10" SYMMETRIC AROUND CENTERLINE Scale: 1 "=1'-O" COLUMN CAP DETAIL 6 xme. 1_1o NOTE: CONTRACTOR TO PROVIDE: CONDUIT FOR ELECTRICAL SERVICE AS REQUIRED. GLEN-GERY WATER TABLE BRICK STYLE W4-S OR APPROVED SUBTITUTION GLEN-GERY WATER TABLE BRICK STYLE W1-S OR APPROVED SUBTITUTION GLEN-GERY WATER TABLE BRICK STYLE W4-S OR APPROVED SUBTITUTION 8" CMU BLOCK TYP. FINI 4 #4 REBAR VERTICAL PER COLUMN nIM SYMMETRIC AROUND CENTERLINE 3 #4 REBAR BOTH WAYS I A_ CONCRETE FOOTING .� 0j 6" MIN. GRAVEL BASE UNDISTURBED OR COMPACTED- (ASTM D-698) SUBGRADE 2'- 8" COLUMN CAP SOLDIER COURSE RICK CONCRETE MASONRY UNIT NTH FULLY GROUTED VOIDS AND REBAR REINFORCING . DURA WALL REINFORCING EVERY 3RD COURSE MINA COURSE BELOW GRADE z N Scale: 1 /2"=1'-0" T- o Q Z U W� W c��o => �� O �� Jo = 0 < Qo ry xzJ CD �i U 0 W o- <t� LLJ \-,=uw� Q w Q i- 0' U ry Z W N W � ry ry O Lw z ►- Q U F- a z �= z < z 0 1 :D � W � Q O 'S U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN DRAWN CAD JOB D2007 SHEET 12 OF 12 13'-8" 6' -10" Mk, F,ENCE & SIGN DETAIL AT COMMUNITY CENTER rm e 6' -10" SYMMETRIC AROUND CENTERLINE Scale: 1 "=1'-0" EQUAL EQUAL 10SYMMETRIC r + 4" ROUND CENTERLINE ;COLUMN CAP DETAIL L l xme. i _i _o NOTE: CONTRACTOR TO PROVIDE 2'-4" CONDUIT FOR ELECTRICAL SERVICE AS REQUIRED. GLEN -EERY WATER TABLE BRICK QT (LE W4-S OR APPROVED SUBTITUTION GLEN-GERY WATER TABLE BRICK STYLE W1-S OR APPROVED SUBTTUTION GLEN-GERY WATER TABLE BRICK STYLE W4-S OR APPROVED SUBTITU11ON 8" CMU BLOCK TYP. FINISH GRADE - 4 #4 REBAR VERTICAL PER COLUMN 7— N � Z U WD w C.)� o 0�0�Qo Z D o< z _ U> I-- <C xZ UCD i W O -' J �_ Q :E It\? y=ULL� U W < = X Q uN _ III � kA®1®OId`o ®®o 0 s Ar ® AW o �v mAr • ® q a ®pIL �®e®f`0 i®♦�®A®fig' 0 0 N 0 SYMMETRIC AROUND r� `V CENTERLINE z CC$ Q � � o COLUMN CAP •� ® d o > o 5 w � U �,— SOLDIER COURSE z w r-BRICK bA � o CONCRETE H o MASONRY UNIT 6� Q WITH FULLY w GROUTED VOIDS • AND REBAR bA o REINFORCING w — DURA WALL w REINFORCING EVERY 3RD u COURSE MIN.1 COURSE BELOW GRADE z CV Scale: 1 /2"=1'-0" 0 Li z f- Cf) Q z _I Q W u I — a o i- z � W � Q0 U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN DRAWN CAD joB D2007 SHEET 12 OF 12 WA_ A _N _D __V_j_ A 1- 0 R C __j_ __- VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OF THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION WILL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE OF ANY INSPECTION. V9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SFIALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND DEFICIENCIES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO RAINFALL EVENT OCCURS. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY ARE TO HAVE MINIMUM 36" COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AN APPROVED BY VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT WHICH WILL BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE CONDUCTED ACCORDING TO ALL APPLICABLE VDOT STANDARDS. V14. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. V15. VDOT STANDARD CD AND UD UNDER SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY BY VDOT INSPECTOR. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. STOP SIGNS SHALL BE THIRTY (30) INCHES TALL WITH HIGH INTENSITY SHEETING. THE BOTTOM OF THE SIGN SHALL BE (6) FEET ABOVE THE EDGE OF PAVEMENT AND THE POST SHALL BE INSTALLED A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT. SIGN POSTS SHALL BE OF A TYPE FOUND ON VDOT'S APPROVED LIST. AS A COPY OF THIS LIST MAY BE OBTAINED FROM THE DISTRICT MATERIAL SECTION. CONTACT THE LOCAL VDOT RESIDENCY OFFICE WITH ANY QUESTIONS REGARDING SIGN MATERIAL AND PLACEMENT. V18. THE DEVELOPER MUST PROVIDE TO THE LOCAL VDOT OFFICE A LIST OF ALL MATERIAL SOURCES PRIOR TO CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED V19. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS 304) AND VTM-10 A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. IN ADDITION TO CHECKING STONE DEPTHS A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 315) DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76 A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. A CERTIFIED COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE RESIDENCY OFFICE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V21. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. f tfs ( r Task&; ''-M oa VICINITY MAP 7" = 2000' F_FEDEFIC/( C0(1_JN7_K, VIRGINIA FREDERICK COUNTY SANITATION AUTHORITY 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION! OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; (1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; (2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; (3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND (4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AND EXISTING WATER MAIN IS TAPPED FOR INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINE SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READ OUT IS REQUIRED. I, DAVID E. LELLOCK, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF VIRGINIA, DO HEREBY CERTIFY THAT I HAVE CAREFULLY SURVEYED THE PROPERTY DELINEATED BY THIS PLAT AND THAT IT IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; THAT IT IS A PORTION OF THE PROPERTY CONVEYED TO THE WAKELAND MANOR LAND TRUST AND WAS ACQUIRED BY A DEED OF GIFT DATED MARCH 16, 1992 AND RECORDED IN DEED BOOK 776 AT PAGE 688 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA I FURTHER CERTIFY THAT THE LOTS ARE PROPERLY AND ACCURATELY DESCRIBED AND ARE WITHIN THE BOUNDS OF THE SAID LAND. David E. Le/lock, L.S. OWNERS CERTIFICATE.• I HEREBY CERTIFY THAT THE PROPERTY CONTAINED IN THIS SUBDIVISION IS WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS OR TRUSTEES. DATE DA TE DA TE APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR /1� -a -0, DATE SITE PLAN VALID FOR FNE(5) YEARS DATE OF PLANNING DEPT APPROVAL SITE PLAN VALID FOR 7WO(2) YEARS DATE OF FCSA APPROVAL PROJECT: WAKELAND MANOR PHASE 4 FREDERICK COUNTY, VA OWNER/DEVELOPER: OWNER: WAKELAND MANOR LAND TRUST 300 CRAIG DRIVE�M STEPHENS CITY, VA 22655 , .P�'$ (540) 869-3644 DEVELOPER: CENTEX HOMES T 14121 PARKE LONG COURT SUITE 201 CHANTILLY, VA 20151 CONTACT# (703) 934-7136 DESIGNER/SURVEYOR: DOVE & ASSOCIATES 3078 SHAWNEE DRIVE WINCHESTER, VA. 22604 ZONING: RESIDENTIAL PERFORMANCE DISTRICT (RP) PROPOSED USE: COMMUNITY POOL FACILITY - AS SHOWN ON THE MASTIER DEVELOPMENT PLAN FOR WAKELAND MANOR NOTE: MAINTENANCE AND SUPERVISION OF FACILITY TO BE PROVIDED BY THE HOA FOR WAKELAND MANOR. CURRENT USE: VACANT TOTAL ACREAGE = 2.15 ACRES TOTAL LOT AREA = 93,718 SQ.FT. PROPOSED COMMUNITY -CENTER GROUND FLOOR AREA = 3,444 SQ.FT. TOTAL FLOOR AREA = 3,444 SQ.FT SITE TOTAL GROUND FLOOR AREA = 3,444 SQ.FT. SITE TOTAL FLOOR AREA = 3,444 SQ.FT. F.A.R. = 3,444 / 93,718 F.A.R. = 0.037 TOTAL NUMBER OF PROPOSED LOTS 1 ALL LOTS TO BE SERVED BY PUBLIC WATER AND SEWER. BUILDING RESTRICTION LINES: A. FRONT: REQUIRED 35' PROVIDED 38.78' B. SIDE: REQUIRED 10' PROVIDED 97.94' C. REAR: REQUIRED 25' PROVIDED ? 94-01 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDA'DS OF THE COUNTY OF FREDERICK, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, THE VIRGINIA UNIFORM STATFAftW_E BUILDING CODE, AND THE RULES AND REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICA&E. 2. EROSION AND SEDIMENT CONTROL AND STORM ReVANAGEMENT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. INFORMATION ON UNDERGROUND UTILITIES IS BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES AND PRESERVING THE INTEGRITY AND ENSURING A CONTINUANCE OF SERVICE. 4. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ^v=:, 1FYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM ANY AUTHORITY ISSUING PERMITS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Ty NOTIFY "MISS UTILITY" AT 1-800-552-7001 AT LEAST ONE (1) WORKING DAY PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. 8. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON SURVEY PERFORMED BY DOVE & ASSOCIATES. 9. THE ROAD DESIGN HAS BEEN BASED UPON A .,,,°,.VERAGE DAILY TRAFFIC VOLUME OF # OF LOTS X 10 TPD. 10. DESIGN FEATURES RELATING TO CONSTRUCTION OF TO THE REGULATION, CONTROL, AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 11. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY THE CONTRACTOR AND MUST BE REPAIRED TO SATISFACTION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FROM EXISTING CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT. 13. THE DESIGN, CONSTRUCTION, FIELD PRACTICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE GOVERNING AGENCY APPLICABLE CONSTRUCTION STANDARDS. FAILURE TO COMPLY WITH THE CODE, APPLICABLE STANDARDS, PROVISION OF THE CONSTRUCTION AND ESCROW AGREEMENTS OF THE PERMITS SHALL BE DEEMED A VIOLATION. 14. NATURAL GAS SERVICE WILL BE PROVIDED BY SHENANDOAH GAS. LOCATION OF MAINS AND SERVICE PENDING DESIGN. THE CONSTRUCTION ENTRANCE SHALL BE ll soAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. IF VDOT OR THE COUNTY RECEIVE COMPLAINTS ABOUT MUD BEING TRACKED ONTO ROUTE 642 THE COUNTY WILL REQUIRE THAT A WASH BAY BE INSTALLED TO WASH THE MUD OFF OF ALL VEHICLES EXITiNG THE SITE. AS STATED IN THE VESCH STANDARD 3.39, WHEN SITE CONDITIONS BECOME DRY DUST CONTROL PRACTICES MUST IN PLACE; CRUSHED STONE, ADHESIVES, WATER TRUCK. ECT MAY BE USED AS REQUIRED. NOTE: 1. ALL ROADS ARE TO BE BUILT FOR ACCEPTANCE IN VDOT'S SECONDARY SYSTEM OF HIGHWAYS 2. IN ACCORDANCE WITH VDOT GENERAL NOTE NUMBER V16, THE PRIVATE ENTRANCES SHOULD BE VDOT STANDARD PE-1. THE APPROVAL OF THIS SITE PLAN IN NO WAY, SHAPE OR FORM 4PPROVES THE LAYOUT OF ANY LOTS OR ROADS WITHIN THE WAKELAND VANOR PROPERTY. SHEET INDEX COVER SHEET 1 OF 12 STA TUS SHEET 2 OF 12 GRADING PLAN 3 OF 12 POOL DETAIL 4 OF 12 ROAD PLAN & PROFILE 5 OF 12 STORM SEWER PROFILES 6 OF 12 EROSION & SEDIMENT CONTROL PLAN 7 OF 12 EROSION & SEDIMENT CONTROL DETAILS 8 OF 12 LANDSCAPE PLAN 9 OF 12 MISC. DETAILS 10 OF 12 MISC. DETAILS 11 OF 12 SIGN DETAILS 12 OF 12 w V) Lo w z o OQ W m z 0 W W U N � O l M O o 0 O O M M M N zu_ DE O Ljj w �� Ln 0 O � 0 N z �- W Q � Q z�U<� CD Ln LijO W7- I-- u W W d � =rz Q U W Q <C LLJ = cn 1-- W N LL_ cn cl, N ? Z N xcn v d 0 • U uo E- o 4J Q cn � z a ¢ a o oU O � d w � a a g ry n-,, i- O fW- W z z W Q LLW _ U (10 C) �- ry z z W > Q ::D O -� W 75 75 U O Q U DATE NOVEMBER 3, 2003 SCALE AS NOTED DRAWN CAD JOB D-2007 SHEET 1 OF 12 METER LUJA 11I L;UVI PI SDR 35 spigot SDR 35 spigot by by gasketed r--SDR 21 gasketed bell 45• bend / belt adapter (see note) / z SDR 211gasketed SDR 35 nV pipe and fittings SCH 40 gasketed bell wye solvent (see note) weld cap ProPejr►y line location stone - 4' pipe at 2.00% minimum grade concrete Cradle U top of main is greater than 15' deep 3G min. cover treated 2'x W vri81 " 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 1 eeled bock i t Irate) trench width 6' dia. schedule pipe filled with and painte 18° dia. COncreti encaser I` 3 BOLLARD DETAIL direction of Setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6' deep 2" min. - 6' max. FIRE HYDRANT ASSEMBLY Figure 9 NOTE: EACH FIRE HYDRANT REQUIRES A "FIRE LANE NO PARKING" SIGN AND CURB MARKINGS EXTENDING 20-FEET TO EITHER SIDE. top of manhole at grade In pavement areas unless otherwise directed (top shall be set 24' min. above grade in easement areas) square skid pad 6' thick- 3/4' x 2' butyl joint sealant = 3/4' concrete anchor bolts (4 eatch) 35' max. adjustment rings (11max.) concreto ASTMC-150 •i 4" psl , waterproof coating - 12' or 16• (typ.) - CS-55 by Conseal :L1' nominal size RV 30 butyl joint sealant applied ^ • _ between joints and on exterior side of joints joints are to be sealed wilh'O" ring gasket�- " I.D. - pipe to manhole 5 _ _ connection to be by Flexible sleeve Invert channel to provide a t '- 3'-0-min. smooth transition in to out, for all connections ' v 2'-0° max. 4'-0' max. precast invert or grout £! estop of bench -wall bottom to form channel N! - - st pn e _ sop of e piPpas �: 6.4. P p •! _ r W bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation- 2. "adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coatinlg of water proofing. 3. Final slope adjustment of manhole frame may be by shins and non -shrink grout 4. Skid pad to be placed around manholes located in shoulders of roads. S. Flat top casting shall be used on shallow manhole (4 It, or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 a' '/., SECTION CAST IRON -.�.- y, SEc7DN STEEL NOTES 2'-. 2'/2" ■ 2'/2" s'/1- 1. DEPTH OF NIET ON) TO BE SHOWN ON PLANS. Lupt cmtl s thbcEl ofor 10'-4" �"2 r_3'/" F DEPTH GREATER THAN tD' USE STANDARD a �J' "HH" A - A 2. THE DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL j CAST GALV. IRON STEEL PPE TO THE TOP OF THE STRUCTURE, PLAN ',Fr" DIMENSIONS ARE APPROXIMATE ONLY n One aeided L fl FOR ESTIMATNG PURPOSES AND THE ACTUAL CpUonal 3 ps, 43.6 lbs. AE DNSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD C"TOM. Broca Ras-G - -- ;,wA,y.V 'M'^9 pr,b mor lugs aecla 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS corygc�s to color TO BE SHAPED IN ACCORDANCE WITH STANDARD TSA THE COST OF FURNISHING AND PLACING ALL MATERIALS 04UMMAL TO THE SHAPING IS TO BE _ NCLUDEO N THE eD PRICE FOR THE STRUCTURE. a 4" 4. IN THE EVENT THE INVERT OF THE OUTFACE stud shear PPE IS HIGHER THAN THE BOTTOM OF THE 4'-2" connectors STRUCTURE,1�T�H�.E,.. INVERT OF THE STRUCTURE SHALL JhN'kD WITH CEMENT MORTAR TO '1"t�"' PLAN 12' g'/t" E'er-"-�"'�""•-"1 PREVENT STANDING OR P'ONDNG OF WATER N THE STRUCTURE. THE COST OF FURNISHING AM PLACING ALL MATERIALS NCIDII TO (Grote Removed) �� 1 ve INLET SHAPING IS TO BE INCLUDED IN THE 80 Tv PRICE FOR THE STRUCTURE. 2'/" V SECTION B"B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-W OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIENS✓ONS FOR COLLAR DETAIL 6. TFaS ITEM MAY BE PRECAST OR CAST-N-PLACE. CAST IRON ONLY 7. M 4 x 8" SMOOTH DOWELS AT APPROATELY XN f V-2" D 12" C-C TO fE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT _, _" Hvdware Cloth L L_-_._•_I 2-B" SETTLEMENT. N RO OF NOTCH MAY � PROVIDED. SEE STADNip SEEMS A DARD 3' 6iantller •CCP bola O • • O Sae Note 6 -� r_ " N n n . T-p•3.4 FOR ALTERNATE i)ESGK 8. 3" DIAMETER WEEP HOLE WITH T2"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED rTn aoN D. Co1� "�4" depth Agpl. e68,178 a 08 x 6" width u u �Ll��uoo��o�� nn �f, STEEL TIRE.ESH HA WA CLOTH 0.03". NUMBER 4 MESH HARDWARE CLOTH AtaY7HORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. U u ,0 ��O��uuN d 9, CAST N PLACE CONCRETE 6 TO BE CLASS AJ �vhH 12"-t5•-18" or 24" io j'Jl tlf UU 4.PRECAST CONCRETE IS TO BE « A' ��{tn[��0�[t��Q� 10.A4Y ALTERNATE METHODS OF ANCHORAGE APPROVAL F OF THE ENGINEER MEETING SUBSTITUTED THE CAST IRON uUu U LUGS�AS SHOWNUHERREON SECTION a -a d - 1" I4"i �1 I� CONCRETE QUANTITIES FOR MIN. DEPTH •�4-1i-- ---il W t2" concrete pipe - 1.440 C.. Yd.. Concrete concrota ppe - 1.528 Cu. Yds. Concrete SECTION C-C SECTION D-D Is- te" concrete pipe - 1.620 Cu, Yds, Concrete 24" concrete pipe - t817 Cu. Yds. Coecrate GRATE DETAIL Add 0.469 Cu. Yds. per ooditiorrd tool or depth. APPROXIMATE WEIGHT Goat Iron Grote 383 ± 18 9n STANDARD DROP INLETSKOFICATON 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 904 Ot VRGNIA DEPARTMENT OF TRANSPORTATION 302 METER SIZE METER BOX METER BOX OVER 5/8 )Gil4• or 314` 18 in, Die. Non -Traffic IIA , PW Traffic A32HH -T 1' 24 in. Dia Non -Traffic MC-30 (Frame) WITH RMII (Top LId) TTI MG-30 (Frame) WITH RML-12-T (fop Lki) Meter Size Coppersetter 51a' x 3W A-C3635-01 w/ 7 Y' Opening 3/4' A-C3635-01 w/ T W Opening 1' A-95319-06 w/ 10 %4 Opening 19'-21' 3' Stone_ surrounding box s•-1 O' Nx H r„ .: f;t3PPERSE'TTER COMPONENTS ht saTvilxH line copper Inl treated 2"x with meter box top 6" painted tSiLHe NiT>ZI cover _ 24- 19• rnmrmm ��. ilI,Il3il meter hsi INSTAUAT1ON NOTES: 1. Exact location of meter box assembly to be approved prior to instaTlattion. 2 VVI service crossing street a) Encase fn 3° diameter SCH40 PVC or SDR21 pipe. The piping Shall nun from am foot beyond sidewalk, across the street, to one foot beyond sidews k- b) install 12 gauge insulated copper wire (for mine tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop: wire to be taped to top of PET at 1 D toot intervals: come up into meter box and terminate level with angle ball Valve}. 5/88x3/4% 3/14° & I" METER INISTAL3.A7IONI (4 FOOT COVER) TABLE OF QUANTITIES p-30.38,3C TYPE L AREA OF SLOT REINFORCING STEEL -&-tre-14-F BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S Ft. Cu. Yds. No. Lin. Ft. W No. Lin, Ft. NIH No. Lin. Ft. RrF NO. LLL Ft No. in. Ft. No. Lin, Ft.* No. Lin. Ft.* Lbs. OU-3A 2'-6- 1.15 2.26 t 5'-7 3 3'-2" 6 r-0- 22 4' 1.83 2.59 5 T-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 1'-6" 6' 2.75 3.02 5 3' 6" 6 7" i(N" 3 5'-7" 3 3'-2 4 3'-6" 3 )' e" 4 T-CY, III 8' 3.67 3.46 5 5'-6" 10 N- " ' 3 5'-7" 3 3'-2'• 4 5'-6" 3 V-6" 4 T-0" 158 DI-38 10'4.58 3.90 5 7'-6" 14 6-7" to 6`10" 3 V-79 3 3'-2" 4 T-6" 3 f•8" 4 T-0'• 204 12' 5.50 4.34 1 5 9'-61, 1 18 6'-7" to W-10" 3 1 5'-7" 3 3'-2" 4 9'-6" 3 r-6" 4 - 251 14' 6.42 4.78 5 1T•6" 1 22 '- " to 61- " 3 5'-7" 3 N-2" 4 11'-6" 3 V-6" 4 i,: " W 7.33 5.22 5 IN-15" 26 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 IN-6" 3 V-6" 4 1•- " 345 16' 8.25 5.66 5 15'-6" 30 T' 3 S'-7" 3 3'-2" 4 15'-6" 3 T-6" 4 T• " 391 --io7l 9.17 .09 5 17'-6" 34 6'-7" to 6'-10" 3 5'-7- 3 3'-2" 4 17'-6" 3 V.6" 4 T." 4M V 2.75 3.01 10 T-9" 4 61 to W-10" 5 5'-7" 3 3'-2" 8 T•9' 6 r•6" 2 V-0" 111 W 3.67 3.45 10 2'•9" 8 6' 7 to 6'-10 __ 5 5'-7" 3 3' 2" 6 2' 9" 6 r-6" 2 158 IP 4.58 3.89 10 3'-9" 12 6'-7 to B' 70" 5 5'-7" 3 3'-2" 8 Y-9" 6 1'-6" 2 T- 205 11 12' S.50 4.33 10 4'-9" t6 6' 7" to 6' 5' 7" 3 3'-2" 8 4--9" 6 1'-6" 2 T- " 2 14' 6.42 4.77 1 D 5' 9" 20 -MD"_ 6'-7" to 6'- 10 -5 - 5 5'-7" 3 3'-2" 8 5•-9" 6 r-6" 2 r= 98 1& 7.33 .21 10 6' -9" 24 1 6-7" to 6'-10" 5 5'-7" 3 N-2" 8 6'-9' 6 1'-6" 2 r-0" 34 18' 8.25 5.65 10 -P-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 P-9" 6 T-6" 2 T- " 39 20' 9.17 6.09 10 8'-9" 32 -7" to 6'-1D" 5 5'-7- 3 3'-2" 8 1 8'-9" 6 1 T-6" 1 2 439 NOTES 1. DEPTH OF INLET ON) TO, BE SHOWN ON PLANS. 7. Ik 4 X a" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO Ai r T114G CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETT-..SETT-4o `NIT. MEASURED FROM THE INVERT OF Y1E OUTFALL 16. CONCRETE OUANTITESi SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE, B. 3" DIAMN' i r R WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT' PIPES. THE AMOUNT PUN H" DIMENSIONS ARE APPROXIMATE ONLY DR.vN SIJUI SE MATERIAL. WEEP HOLE WiTH DISPLACED BY PIPES MUST DE DEDUCTED TO FOR ESTIMATING PLIR POSES AND THE ACTUAL. 12',12" PLASTIC HARDWARE CLOTH 1/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SMALL BE DETERMINED BY THE OR-LVANNIZED STEEL WIRE. MINIMUM WW DIFFERENT DEPTHS ADO OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. IIN.I.rER 0.03".PRAWR 4 MESH HARDWARE CLOC YARDS OF CONCRETE FOR EACH FOOT CLOTH AMCHORED HIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. SHAPED TO BE SHAPED INACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS-1. THE COST OF FURNISHING AND PLAC14G ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN, OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. W DENOTES LENGTH OF ONE (1) BAR. 10, ALL REINFORCING STEEL To BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARNS 70 8Ek5. 4. PPE IS HIGHER THAN THE BOTTOM OF TIC STRUCTURE, THE INVERT OF THE STRUCTURE n. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0' MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR POND)NG OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH ;,r SLOT (L) WILL. IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. r 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO t PROVIDED WHEN H PS 4'-0" WITH INTEGRAL CUB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAL). 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CC.vCRLTE BLOCKS N ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-M6. Sheet 2 of 2 1 SPECIlICADDIN RETERDI STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VI2GNIA DEPARTMENT OF TRANSPORTATION &O4 or 3A 36,x FOR DETAILS OF MAST EXP/VN$ION JOINT 3'-10" FRAME M COVER SEE STANDARD IC-2. BARS 4- 2' JEOIN 0ONST. BARS s= AP ApN x BACK OF SIDEWALK JOINT '' JCUTT R AR �y - �t T" G - F BARS 8 W (�1 g B SUBBASE S1168ASE _ HARDCLOTWARE ___ - p z N *EEP HOLE. �m W o AR F 9A1 A IRS O GUTTER FACE OF C11R6 'CR „CONTROL ..' STEPS NOTE 5 8' 8" JOINT CRACK CONTROL JOINT _ s MIN. PLAN 61 MIN SECTION A -A 10, M f--A L-VARIABLE - MAX. 20'. B 10 MAX' B" 3 0' / KEYED CONST. JOINT 10 2. WARPED GUTTER � A APPROACH iv GUTTER H-• _-_-------------------------------w._.-.____ 13ARS ARS - N ---- - , m - ------ -i BARS F� t: t3 w 4H3" DIAMETER WEEP HKxE FRONT ELEVATION E_-.0 _:BARS E r-e" Burs B tCUTT£R REMOVED) BARS r/4„ F" y.0„ t--• _' t�...d B" 5)iN/.' BENT PLATE SECTION B-B � N , R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 6 CC-7 STANDARDS. Y .::" • :: �.- t /a CN/YAMZE1) A/4„ TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 STANDARDS. TYPE A TYPE 8 %,"X 4' STUD SHEAR CONNECTOR WELDED GALVANNZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30- TO ANaE RON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH �/2' x 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. APPR. PAVEMENT 01-3A -_L _ . DI-38 L _ _mot--i DI-3C L if WARPED PAVEMENT ---.-......__.---_-- __--•N-� i--I----- •' Z 1 i 2 I i FLOW FLOW 1 1-EI.IZYf "t� -J -1 -1 DETAIL WHEN USED FOR USE ON GRADESADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRtCA1 SHEET 1 OF 2 STANDARD CURB DROP INLETSpEclutim 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Y zxrSIREEI APPROACH SAME A .1 SURFACING AS MAINLINE ROADWAY (RADIUS TO BE AS !;,� i SHOWN ON PLANS) ; C i C (RADIUS TO BE AS SHOWN ON PLANS) ST'D CG-12 \� ARODG / CURB ADX ST'D. cG-6) Q` 4' SIDEtM ®� \ I w a 10 8 i ; I OPTIONAL 6" FLOW LINE i EXPANSION -JOINT - EXP �- NOTE WIDTH "B" 2'-0" OR AS �' MAJWW ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW �n B I CLASS A3 • A . p, . • O. • : t:. A ta.. .7" (H.E.S.) t:. -- CONCRETE ANSION JOINT SECTION C-C M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADOCANNOT ACCOMMODATE ® HEAVY 10' PARABOLIC CURVE THE TURNING REQUIREMENTS OF ANTICIPATED TRUCK RAMPS wITTtIN�f ELLIM ITSSTOFF HE RADISHOULALK ItD 13EB a MAX. Or SHOULDER p INCREASED TO r'. OPTIONAL NAAL LOWLNE CHAIN( -;--------- D WHEN ST'D. CG-n IS USED FOR ENTRANCES BUILT MANLNE ROADWAY - -- -` -----'------"----'-- N CONJUNCTION WITH VDOT PROJECTS, PLEASE MA MAX D NOTE THE FOLLOWING SLOPE AtGE D XX MAIINLIE PAVEMENT SHALL BE CONSTRUCTED 5' MN.CONNIE 40' MN. FOR STREETTo THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE 0' DESItIJ3LENTRANAAICE NCIII PAVEMENTCAN BE OMITTED N THE ARCH SECTION A - A RADA. CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED GtADELINES FOR GRADE CHANGED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE MAMMUMN STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CC-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) S 3 % 6 % TO BE USED WITH THIS STANDARD. LOW (LESS 7H(iw s44 VPD) sax a % * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LIVE t5 REQl1IJM TO PROVIDE POSITIVE DRANAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLI'E MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE POIDING OF WATER. INSERTABLE SHEET A_59 CG 12 A ®7 vrH£ S STO. CL-3 OR PEF40SSSLE �.II1�, CC-7 IS USED. 8'-O" 4'-Cr CONSTRUCTION i JOINT 3'-0' SRO. CO-2 6" 12N1 MAX. 48 1 MAX. 4• AM 20N 1 #5 DOWELS. 8".LONG o i2" G-c I 10:1 SECTION A -A oP£ �P1 MAxwaaA CC B L MAx $ SE TION B-B TRUNCATED DOMES A 4•SOUARE LADING OUTSIDE OF TRAVELWAY SHALL BE PROVIDED, to ]G (AREA =20i �0 0 � V TANGENT PLAN 4 ROSSWALK W CrSSWAL "ram if (j CROSSWALK TYPICAL PLACEMENT TYPICAL PLACEMENT 5. AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK + ' 1 ALTERATIONS TYPE A (PERPENDICULAR) APPLICATION (WITH BUFFER STRIP) INS DESIGN FOR SIDEWALK. .LANDING R� E> ItETOBE AED OFONST 16NIMUTAA RNNp LENGTH FOR NEW NOTESI CONSTRUCTION, 6 FEET FOR ALTERATIONS. „ 01A I. DETECTABLE WARNING TO BE CLASS A-J CONCRETE tCLASS 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. I�„ OTHER TYPES tX MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENCIEER• DNA. 2. THE DETECTABLE WARN�IO SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED, TRUNCATED DOME F CAST-)N-PLACE OR PRECAST IN TOP suRFACE THE COLOR OF THE DETECTABLE WARM s£crroH SHALL BE A DETAIL CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SWACES iNCLUDCS FLARED SIDES), 3. SLOPING SIDES OF CURB RAMP MAY BE POVREO MONOLITHICALLY tYIT" RAMP FLOOR OR BY USING PERMISSIBLE 23y" C C TRUNCATED DOME CONSTRUCTION JOINT WITH REQUIRED BARS. 4.IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES O O CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. O O O D O 0 0 o 0 0 0 0 5. REQUI E0 BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO (ENTER ALONG BOTH SIDES OF THE RAND D'�' M ID-OEPTH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF RAMP FLOOR. MINIMUM CONCRETE COVER t'/r". 8.CURWCURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2�e" C-C FOR CURB/CURB A) GUTTER. 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 b 7. WHEN USED IN CONJUi'ICTIDN WITH STANDARD CG-3 i)R CG-7, THE CURB FACE ON THIS STANDARD M TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AHD COPFWAMTION. 0 O O 0 O O O O O O 0 0 0 O O it B. CURB RAMPS ARE TO'BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO 0 0 0 0 0 0 00 00 0 0 0 0 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT Or WAY OF A HCHWAY FACILITY CROSSES A CU R13 REGARDLESS OF WHETHER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SOEWAU( IS ExISTII) PROPOSED OR NWREXOSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRMWALKS AS SHOWN ON PLANS aR AS D1RE4TED BY THE EWANEER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND SHOULD NOT BE LOCATED BE"M VEHICLE STOP LINES. EXISTING LIGHT PORES. FIRE HYDRANTS. DROP INLET ETC WILL AFFECT PLACEMENT, ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UHg85TRUCTEO 0 0 0 0 0 0 0 0 O O O O 0 O O ST^ `• FIRM *0 SLIP RESISTAW PAT" CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILRY THAT aM BE APPROACHED. ENTERED AND USED. BY PERSONS WITH MOBILITY IMPAIRMENTS. ! VARIBLE 3' 9. RAMPS MAY BE PLACED ON RADIA. OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING iS PLACED Y LIMITS PAY LINTS WITHIN THE LIMITS OF THE CROSSWALK. ABLE WARNING DETECTIT 10, TYPICAL CONCRETE SIDEWALK IS 4" THICK WHEN THE ENTRANCE RADICAL OT ACCOMMOODATE THIE TURHlNG OQUREM£HTS DF M71CPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEI(NK tEPTH SHDt1LD DE INCREASEO I Of 3 CG-12 DETECTABLE WARNING SURFACE 3/03 TYPE 'A (PERPENDICULAR) APPLICATION a03.05 VIRGINIA DEPARTMENT OF TRANSPORTATION as 502 CURB & GUTTER WITH REVERSE SLOPE GUTTER DESIGNATED ON SITE PLAN AS CG-6R NO SCALE 1": f 6" COIVIPAC7ID AGGR. SUBBASE (VDOT SPEC. 209, 21- A GRAD.) SIDEWALK TYPICAL SECTION CONCRETE SHALL BE CLASS A3 IF CAST IN PLACE, 4000 PSI (IF PRECAST) 70 UTILITY CONTACTS: NOT TO SCALE FREDERICK COUNTY SANITATION AUTHORITY PO BOX 1877 WiNCHESTER, VA 22604 (540) 868-1061 ADELPHIA CABLE JERMAINE BROOKS 1039 N. FREDERICK PIKE WINCHESTER, VA 22603 L SM 4'C0W (A'3) s>EWAIx 540-667-0364 Q ()Ld O W CY\\ V r- / 0I0 ry O zLIJ 0 < O - Q X z �r� // `J Li I I x O~ W Q w �Qry z �z w Q U W Q Q LLJ _n / U) U N n, ® s AV o \ �o 4P M W o 1W � 1W A ® e IL s®0/0 r' gore 00 p o N ��>// Q v o ® O W ter+ �( z w � Q vJ / C4 ~ ~� 1 w W in. Q' W W �y L CD O ALLEGHENY POWER CHRIS STRECKY 6" DiA. PIPE FILLED 0W ,b +° A W/ CONCRETE. PAINT WINCHESTER, VA 22602 w/ (1 COAT PRIMER AND I- z d AND (2) COATS ENAMEL 540-722-5859 TRAFFIC YELLOW W W Q LLB -FINISHED SURFACE VERIZON/D-TES = U 'r4: TERRY PERSONS ' 141 RAINMLLE ROAD ` PMB 116 �• _� �' , WINCHESTER, VA 22602 - 540-868-9860 Q z d- -�•� 4 -4 •-. '=- - `..� SHENANDOAH GAS CAST PIPE IN DAVID C. REICHERT FooTER Q I- W . .. a •t CONCRETE 350 HILLANDALE LANE (� j WINCHESTER, VA 22602 Q (540) 868-7911 Q U 7" 6"7" 1'-8` PIPE BOLLARD N.T.S. CONTACT "MISS UTILITY" AT 1-800-552-7001 DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN PRIOR TO COMMENCING WORK N/A DRAWN GAD EMERGENCY DIAL 911 JOB D2007 POLICE - FIRE - RESCUE SHEET 2 OF 12 / \ +- 223 23� ��/ . - -- 1 I,40Z- -.11 � J '._ i . , , 1, fi i PARKING INDICATOR . 2 CENTERLINE STATIONING EX. EDGE OF PAVEMENT PROP. EDGE OF PAVEMENT __________ EX. CURB AND GUTTER PROP. CURB AND GUTTER (CG-6) PROP. CURB &GUTTER (CG-6R) (CC-6) TO (CC-6R) TRANSITION :- ; .� PROP. SIDEWALK irmz wxfh HANDICAP RAMP (STD. VDOT CG-12) HANDICAP PARKING SPACE &s STOP SIGN � : , I[+1--I.I.I-r�II .; , I .I �I�, - III I�I1; -I I 1.I ., 1.rI1 � , � I .III'1,I , 1-�. � II ,I� I1.':.rI I I, �,",, 1�I�._I%, 1.1- "1. 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STORM SEWER l �._. -4 , 24_ N. - - - ,1 (020 ) PROP GRATE INLET IX INLET , o� __ . �. -�- „ - ,' PROP DRAIN INLET 20 - _ r �` IvL ` 9 PROP YARD INLET 20 1N \ \ r F X. STM. SEW. STRUCTURE NO. , - _ _ �. _ , . 4,. _ . .-.._ . _ _ O. ® �T C� C� �9 PROP. STM. SEW. STRUCTURE N , .. -� ;' � � , . ; Q V PROP. END SECTION . , . . ti q k j - �' 7c �, rr ` "_/EXOSANITARY SEWER ; C �j,��, '�, PROP. SANITARY SEWER QQ' ,I ��\' `1Q 19 5 S A 6 0 // � EX. SAN. SEW. MANHOLE (J o �O 6 �Q r 1 S, w O1 V, -- G / �� Q ® PROP. SAN. SEW. MANHOLE22—,� o ¢�,P �9 �G,�,co PROP. SANITARY CLEAN OUT rj5 - `i. I , , Y . SAN. SEW. STRUCURE , IX 3 ' (.. jt1' �' x pq 'q D F�1/� 1�i _ f �► �T PROP. SAN. SEW. STRUCTURE +5,®® d,� s Ep PrO� �� q �OGy 1 o S85 21 pp E S TR .� FENCE TYP �Eq �� CUES o �21. 00' ,r - -P/----- EX. WATERLINE ti ^� Rq 51j PROP. WATERLINE t" L� c �' S /I 19 _ %, Q �, IL �'TF s I H T P �� i ��X c� a7 vE �� vAL '` p� -�--1 fr1 � / PROP WATER / ;' /� a r % /-v - , ,L- S /` z �. -; PROP REDUCER i ' \P�' 9� 0 0 0 0 0 0 0 19 - ,\ N , % -- . iC7 > , r V� / ..�'��' } 5 - :. �� 1 I p0 �J � , .", ;/ ,, PIXROP.RFlREDHYDRANT 19 19 19 - 'N f // G ®hi\O PD A� '�jO� �o0• Q y ,',' l ; ; 0 PROP. WATER METER ��j OQ QQ' ; �J. 14 73 /// z ' // � EX. UTILITY POLE ' X .O 19- if . g. °i ,' i,' , %' i `� f PROP. UTILITY POLE �� / f ti� �� 1 POOL DECK TEST PIT a 0 0 - �' 2 19 .. 20- 20 , ` . ,-_ - ._ _ �j�,' -0 / : / � PROP. STREET LIGHT : _.. 19 ` G '� 19� 19� 2 2 -, , `� J , "U , O- o X. STREET LIGHT P r -_:___ 0- s 'o PID 6 PD q r' � •� V o, 1 13 12 i 19 A 1 , t' STAND RD CG- 2 O / O Z s PD 19 POOL --� _., _ i 2 Cc,/ 20 .� rE - '-; _ ® WATER LINE EASEMENT 41 TOT 3a f, ' • ----. 8 PD U 11 Q % PD { 00� 19 20°Q PD 19- 19� :�/ �'W' �S LINE OF SIGHT EASEMENT c� 1 �' ° �Q, 18 °� 1910 10 9x ^� ; , r f `�. . 1 1 5� / o _ \i\ % : : ,, 19 In 5� o � � 6� � fr I _ . FOR ISLAND) 1 34 + PD ° O� 143 s i , a 2 �� , RL B - 2 6'0 2 0 } 1 g _ - 19 ®_ �. O f : �S , a Q PD i., / 0 - �' ss / ' J o t1� g sS g PD c 1 - r PD 6 PVC 19 } g� „p U�r ' I. � .I 1 , I1 III �oI �.I-�I 1.I II. ., I,1I .II_11- I )� r :, 1 II " II-. � ,,_II1r 1I�1I - 1I"� II. I :':,�, �I;�I, I,.. _;�I 11. .I_,,I / � I ,.1. I�I 15 5 190 19 _ 2 PVC PD` P''� GATE / r f \\ ®' "_ ' 3 P C 11 + . 4 GATE ; , ' o ;/ r', ,: ,� , ,' Q. f f ,' / Q 8 8 PROPOSED 20� PROPOSED :, ,,; Q ,I,`'' - '�r , , I"I, �I � 1IIII � ,1 I., I I -II71,9 I .I . /1 .- . r.- IIII �.1..- .I,'I. _.._ , �,i' , '. 0 �� COMMUNITY BUILDING -o---_ d �� -}- g — ao COMMUNITY BUILDING - -- _ ,- / ____ `ti / ' 20 00' r O 12.0 1,804 SQ.FT. 2 1,640 SQ FT oo� , , , f' fr' w 16. . , � ,, \ X r , (O 18' HEIGHT 18' HEIGHT �`� I / '`" r !-- .) 96 _ , -720.00� ` ASPHALT SP FF-720.00 FF ___. ,, `� ORTj __ - s m 12 LOCKER R00 -� # r �, j f w6 :' ''' ; ,, l; r rr,>M COURT MS MEETING ROOM ,/ .` /// , : r,' `` �t Jr ,c. r , - 1" : ,r .,, ' f'. 1 / t. ; , ' '� 17 :;, �, 15 ` EL - 719.75 i 4. 6 7 ,a ,, , 0 1 / / 1 `� 1 7 f 4 S1 WAS TYP. .6 BE , , . 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' i inch = 20 f�6L \ I � % I I . . � CURVE TABLE CURVE Radius Delta Arc Tangent Chard Chord Bearing C1 827.00 9°08'02" 131.84 66.06 131.70 S39'25'41"W C2 280.85 52'33'41' 257.65 138.69 248.71 N61'08'31'E C3 280.85 511'20" 25.43 12.73 25.43 S87'08'41"E C4 326.00 072'56" 1.23 0.61 1.23 N84'39'29'W C51 325.98 17'32'24' 99.79 50.29 99.41 S86'27'53'W C6 26.00 25'50'08" 11.72 5.96 11.62 S32'52'35"E C7 176.00 42'06'38" 129,35 67.75 126.46 S01*05'48'W C8 26,00 8311'06' 37.75 23.08 34.52 S63'44'40'W C9 54.00 117'45'20" 110.98 89.44 92.46 N46'27'33"E LINE TABLE LINE LENGTH BEARING U 5.12 N31'37'26"W L2 8.72 S88'50'30"W L3 5.12 S2918'26"W W wz 2Q W in 3, x 00 N M o U_ T_ Q � 0� O z 0 ,- W w �- CD r !> Dr- � O I :�i D � Q .,� 0cyN�—(y— - LC) � -I O o Z D 0 z w I U> Q D 0 I-- Q z I : O F-- v W n WzUw� Y z n P-- `-L = U W Q Q W n n = U) ►-- L__I U N � d- N �"' O O �,,"°.q w N IN'> � ctN_ " (D °U e > o O C P = ,r, - ccn E � E � W ww- , z fi Q 7 ,r n o '_' .� ��o U Q O = ¢ W t � . � ., � w tb C11 C) o W Cn V) a.. ct w w o - \O U ry Q� 0 w z z �— Q7 Ld n L (_) U � � z z o z Q I D ry U W :�i y :�i Q 0 U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 20' N/A DRAWN CAD JOB D2007 SHEET 3 OF 12 �20.00' k 6 - 5 k x� 97, 0„ 58'- 4" 29'-2" Q� 19'-4" � I , , PIERG LA \O COLUNIN I PD °� YARD INLET 1 TYP I m, 1 .. 1 ® ' , '� 1 HIV 1 / �'�►� 71=0; INNINE. -51, 12'--10" ,6'-5' I i 0 �4'WIDE FENC GATE I� 12' 10„ ® 1 ' METAL I FENCE 6'-5" o "I 'WIDE �> ATE `j P 1 12' 10" 2'-5" PROPOSED COMMUNITY BUILDING 1,804 SQ.FT. 18 HEIGHT o ®yl 00 o 12' 10" PAVEMENT IINLE 111`_ I PROPOSED COMMUNITY BUILDING fill oC,q,1,640 SQ.FT. VE"`"'18' HEIGHT N I LO 0 -I- 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. LOCKER ROOMS � MEETING ROOM 1 1 1��L t- 4 SIDE WALK -�(TYP.) lilt If -- 1z' 0 COLUMN (TYP.) 4 4YjF�FRi � NOT TO SCALE Prniect WAkeland Mannr - Cnmmuinty Center (Pnnl Deck1 From Point To Point Drainage Area C Factor C x A Inlet Time Min. Rain Fall In/Hr Runoff Q C.F.S. Invert Elevation Length FT. Slope % Dia. IN. Capacity Q C.F.S. VEL. F.P.S. Flow Time MIN. Remarks Increment Cumm. Upper End Lower End PD-14 PD-10 0.04 0.9 0.04 0.04 5.00 6.79 0.24 715.34 715.27 27.83 0.257. 6 0.28 1.61 0.29 PD-15 PD-5 0.02 0.9 0.02 0.02 5.00 6.79 0.12 715.32 715.28 15.00 0.25% 6 0.28 1.38 0.18 PD-13 PD-12 0.01 0.9 0.01 0.01 5.00 6.79 0.06 715.89 715.86 11.00 0.25% 6 0.28 1.15 0.16 PD-12 PD-11 0.01 0.9 0.01 0.02 5.00 6.79 0.12 715.61 715.56 18.84 0.257. 6 0.28 1.38 0.23 PD-11 PD-10 0.01 0.9 0.01 0.03 5.00 6.79 0.18 715.31 715.27 17.21 0.25% 6 0.28 1.53 0.19 PD-10 PD-4 0.02 0.9 0.02 0.08 5.00 6.79 0.55 715.10 715.04 23.50 0.25% 8 0.61 1.97 0.20 PD-8 PD-7 0.01 0.9 0.01 0.01 5.00 6.79 0.06 715.90 715.87 12.00 0.257. 6 0.28 1.15 0.17 PD-7 PD-6 0.01 0.9 0.01 0.02 5.00 6.79 0.12 715.62 715.57 20.14 0.25% 6 0.28 1.38 0.24 PD-6 PD-5 0.01 0.9 0.01 0.03 5.00 6.79 0.18 715.32 715.28 16.52 0.25% 6 0.28 1.53 0.18 PD-5 PD-4 0.02 0.9 0.02 0.06 5.00 6.79 0.43 715.11 715.04 27.38 0.257o 8 0.61 1.88 0.24 PD-4 PD-3 0.04 0.9 0.04 0.18 5.00 6.79 1.22 714.71 714.67 17.56 0.257 12 1.79 2.45 0.12 PD-3 PD-2 0.01 0.9 0.01 0.19 5.00 6.79 1.28 714.42 714.37 19.35 0.25% 12 1.79 2.47 0.13 PD-2 PD-1 0.02 0.9 0.02 0.21 5.00 6.79 1.41 714.12 714.04 31.83 0.257. 12 1.79 2.52 0.21 PD-1 10 0.03 0.9 0.03 0.23 5.00 7TT,79 1.59 713.79 1 711.18 86.94 1 3.00% 12 6.19 6.60 1 0.22 W o o 0 Cr 0 0 Y) 0 0 d d d\ \ rn \ M M N M T- Q o `/ / W W � 0 � Ly I-- O r- 0 LO O --I n O O OU zW 1-2- i QD O - Q W�� WQ �Q�z < �LL' z QU W Q Q W a -F (J� t-- Lw N � o N 0 h�l W cN� Q � O N •U > o ® o �+ W W W x � w z w o Q" hh nn �Q �z W W � V n", ry 0 d Q W I- U W n � z z U Q 0 1 d W � Q Q U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN N/A DRAWN CAD JOB D2007 SHEET 4 OF 12 , , 22 3 0 20 _ 20 _ �9 f 205 1 r z\ \ T , 228 / $ FENCE (TfP r: GH v <� SE DE Ta 1 $ N 7 ,,� •,; \ / `'� 5 ,y� ® POOL OEM � I Sx m POOL + 41 mT - 4 17 Pont. 00 s / CQ. 2 (rf. is FM 0*4 GAIE J Pc 11 < PROPOSED O 65 olUXTY caAAlt#TY BUM 1 - S 2 00 1,804 SQ.FT. 1,640 SUL ASPHALT SPORTS FF-720.00 FF-72Q00 �r i 12 COURT LOCKER ROOMS IIkEW ROOM t� < 1 _ QRL 1 ✓ 0 ' r7 7 c / . + ..- 091 ' - i 3 _ _ _ 04 18�`, : 84 CHEL IENHAM _DRIVE- =10+00 PARKING LOT a ��.. + 71 �'� / r { ?23 I 19 18- y� - 1 / ' i A� l + j215-- ' -1 ,J N - 22- I 1 3 -. PARKING LOT PROFILE i� O � 0� M CD LO CI co iN cD N 00 00 M N st co �tl to M ICE d cti r� r r co i oo vi ai C3 nN ci ! o I ci o N CV N ?0 0t CD c0 { 745 i 745 , I 740 _ ._ - - 740 j HIGH POINT= LLEV='720.731 HIGH POINT= STA = 12+95.04 ! PVI= STA' 13+00 735 _._ __._..._.__ _ PVI= ELEV = 721;43 -_ _I_..__---.,-- _ __. _ - -- - -._.. - - ---- - -735 A.D.= - -3.75 , _ _ { K 39.98 150' VC i 730 N M r, 725 ca + 0 co U -I w II ? N LO � 725 0-�J'!' _ r�� ' a- (GRADE EX. ®C/L, II II _ v w i D(. GRADE 0 C/L -'--�;� i- ^' , Q J 720 , I II _ C. 720 2. 0 q° PROPOSED GRADE ® C/L _.. __ .._.. °' `\ 715 I -715 ............... , ; I 710 III � I I 710 C 1• 700 IZ 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 695 I I '.5" SM-2A SURFACE COURSE Z" BM-2 BASE COURSE 'RIME COAT - APPLICATION RATE = #78 COVER AGGR. � 25 Ibs./s.y. NTH CRS-2 ® .35 gal./s.y. i" SUBBASE VDOT STD. GR-21 A OMPACTED SUBGRADE kCOMPACTED TO 95%o DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) TYPICAL PARKING LOT PAVEMENT SECTION NOT TO SCALE '.5"SM-12.5A SURFACE COURSE 3" BM-25.0 BASE COURSE 'RIME COAT - APPLICATION RATE = #78 COVER AGGR. s0 25 Ibs./s.y. WITH CRS-2 ® .35 gal./s.y. I" SUBBASE VDOT STD. TYPE 121-B AGGREGATE OMPACTED SUBGRADE �.OMPP�CTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT WM-1 METHOD) TYPICAL ENTRANCE PAVEMENT SECTION NOT TO SCALE WATERLINE 720 _. u.� 720 ®C ,L CA 14 5� 715 W 710 705 I ___ _;_ _ I _ .____ _ _ 705 700 - z I - - 700 I X � o 695'_ --m- 695 W �c) ,, � QUA O Op Z_ Z�Wo wpm w.. .. Z W mW. Z O m thw O Q in N Q0 U 690 0 - . __ _ 690 J I I I I °o--- Z W w I- o C.) U? X O Opp,- W 0CD +NMZ r a- CD o0o O C 10+00 10+50 o ? o' I N ai 730 . _ _ ............-^ 73a O ! ! o i X f I I 725 I I .. 720 _ 720 'EX GRADE 0 C jL / 7.1.5._ - 715 I 1.5' CLt=AR. 98.3e-8' SDR-35 0 0 50% 705 _ ___ __---a______;- - 705-- � f , 700 I I Y I i r I I j -695._ __ -_____ ______ -695 I I x 690__ a 0 W Li CD = o Zp Z 685 • Q - o U) io - 685 U�Z0O III, cO - > - X C p O :Z :Z O 2ZXX CL a_ 0) O>' _ww Q Tz 10+00 10+50 11+00 CENTER LINE GEOMETRY FOR PARKING LOT Desc. - StationSpiral/Curve ------ Data ------- Northing ------------- Easting PI 10+00 7082870.7658 11574173.2251 Length: 166.50 Course: N 00-00-00 E --------------------------------------------------------- PI 11 +66.50 7083037.2680 11574173.2251 Length: 189.39 Course: N 51-18-06 E Delta: 18 _06 --------- ------51_ Tangent Data 10+00 7082870.7658 11574173.2251 11 +18.48 7082989.2468 11574173.2251 Length: - ------- 118.48 -- Course_ N 00 _00_00 ---- E Circular Curve Data PC 11 +18.48 7082989.2468 11574173.2251 RP 7082989.2468 11574273.2251 PT 12+08.02 7083067.2918 11574210.7032 Delta: 51-18-06 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 89.54 Tangent: 48.02 Mid -Ord: 9.86 External: 10.93 Chord: 86.58 Course: N 25-39-03 E Es: 10.93 --------------------------------------------------------- PI 13+49.38 7083155.6758 11574321.0313 Length: 133.17 Course: S 66-53-22 E Delta: 48_32 -_------- ------61_ Tangent Data --- 12+08.02 7083067.2918 11574210.7032 12+89.52 7083118.2506 11574274.3142 ----------------- Length: -- --Course_ -- N - -18-06 E Circular Curve Data PC 12+89.52 7083118.2506 11574274.3142 RP 7083040.2057 11574336.8361 PT 13+97.40 7083132.1805 11574376.0869 Delta: 61-48-32 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 107.88 Tangent: 59.86 Mid -Ord: 14.20 External: 16.55 Chord: 102.72 Course: N 82-12-22 E Es: 16.55 --------------------------------------------------------- PI 14+70.72 7083103.4037 11574443.5185 Length: 94.74 Course: S 50-56-36 E Delta: 15-56-46 --------------------------------------------------------- Tangent Data 13+97.40 7083132.1805 11574376.0869 14+56.71 7083108.9012 11574430.6364 --------------------------------------------------------- Length: 59.31 Course: S 66-53-22 E Circular Curve Data PC 14+56.71 7083108.9012 11574430.6364 RP 7083016.9263 11574391.3857 PT 14+84.54 7083094.5787 11574454.3945 Delta: 15-56-46 Type: RIGHT Radius: 100.00 DOC: 57-17-45 Length: 27.83 Tangent: 14.01 Mid -Ord: 0.97 External: 0.98 Chord: 27.74 Course: S 58-54-59 E Es: 0.98 --------------------------------------------------------- PI 15+65.27 7083043.7116 11574517.0834 Tangent Data 14+84.54 7083094.5787 11574454.3945 15+65.27 7083043.7116 11574517,0834 Length: 80.73 Course: S 50-56-36 E s K; a0, O U fQQ- N m fA O � � Q O Z I- o L1J C � 0 0 > �- O ::D 00 z � Lv 0 Q O - Q W O ~ W Q w �Q�z z w z QU W Q Q 0L _ U � N d- p o w cNv U ® o 0 Z w w � O •� U � E� o Q� d o bQ c� � w a iJ Ln ry ry W O W z z o Q w 0� 7; U EL Z z z Q Q � Z W Q o n Q U DATE NOVEMBER 3, 2003 SCALE: H: I" = 50' V: 1 "=5' DRAWN CAD JOB D2007 SHEET 5 OF 12 0 J 0' ) 1 C F� Y r' .1 r t / J 1 1- • C, 28- ! ��►' 11 �. DA 1:37AC 3 II -' 24 / I 0 0 21 /�/ 4 /247 +�+4► } r STR \[7 ; 205 C=0.60 1210 �. -0.27Ir 41 =0.7 ~�" . DA=O. 6AC 17 - C=O. 0 g i 0. ! OOL RAINAGE TO f' 1 - �+ ff 4 FOR DETAILS + GE r 1 t . • - } ROOF DR t' 65 i19 - ✓, I t !)x 1 TO STR. I ;� C G � j D A=9B�Oo ' i I �11 ex T o _ i 1h 4A � =19 , --_ -;'• w 4 .. 1 1 A 032 - \ + _ Y� 4 - I +1 . -.,' r �. 72 1.8 s 8 0 , �. 1�9 04 - I? +19 �::♦ _ -\ /. 03 Vn 24 71 23 22 ( 17 n 118 f lei, o - '22- 26 p I 1 9 238 INLET COMPUTATIONS I INLET Q I Q I Q S Sx T W WIT Sw SwISx Eo a S'w Se Lt P I L/Lt d E h Q d/H Qb T c -�G m z D O c xCn mrt m m -i ' p C-) m ;U = (zi> O M (n o o z i7 n n x D m U) r0 m M O m D D m D 11 D1-313 10.0 0.34 0.65 0.22 0.22 4.00 0.88 0.88 0.0600 0.0208 1.94 2.00 1.03 0.0850 4.09 1.00 3.54 0.15 10.17 8.87 1.13 1.00 0.88 0.00 * 12 D1-3B 8.0 0.35 0.75 0.26 0.26 4.00 1.05 1.05 0.0200 0.0208 4.07 2.00 0.49 0.0850 4.09 0.94 3.54 0.15 0.16 7.06 1.13 1.00 1.05 0.00 STORM PIPE COMPUTATIONS From Point To Point Drainage Area C Factor C x A Inlet Time Min. Rain Fall In1Hr Runoff Q C.F.S. Invert Elevation Length FT. Slope % Dia. IN. Capacity Q C.F.S. VEL. F.P.S. Flow Time MIN. Remarks Increment Cumm. Upper End Lower End 11 10 0.41 0.65 0.27 0.27 5.00 6.79 1.81 711.53 710.93 60.10 1.00% 18 10.53 4.46 0.22 10 EX.16A 0.26 0.85 0.22 0.49 5.00 6.79 3.31 710.68 710.25 42.20 1.00% 18 10.53 5.28 0.13 * 12 EX.84 0.27 0.75 0.20 0.22 5.00 6.79 1.50 711.71 710.70 80.35 1.25% 18 11.78 4.57 0.29 * 13 EX.83 0.11 0.85 0.09 0.09 5.00 6.79 0.63 708.34 707.90 35.00 1.25% 18 11.78 3.52 0.17 *EX. 79 EX.78 0.63 0.55 0.35 0.35 5.00 6.79 2.35 713.00 704.70 82.00 10.12% 15 20.61 11.16 0.12 EX*83 EX.77 0.44 0.55 0.24 0.35 5.00 6.79 2.40 707.40 703.35 39.00 10.38% 24 73.08 10.70 0.06 *EX.CA3 EX.418 2.47 1 2.47 2.47 5.00 6.79 16.77 EX.418 EX.410 0.53 0.58 0.31 2.78 5.00 6.79 18.86 706.25 705.54 141.00 0.50% 36 47.29 6.31 0.37 EX.410 EX.85 0.11 0.6 0.07 4.78 5.00 6.79 32.48 705.29 704.55 97.00 0.76% 36 58.30 8.47 0.19 *EX.84 EX.85 0.32 0.7 0.22 0.44 5.00 6.79 3.02 710.20 707.50 34.00 7.94% 24 63.92 10.43 0.05 EX.85 EX.82 1.06 0.46 0.49 5.72 5.00 6.79 38.81 704.30 703.60 68.00 1.03% 36 67.87 9.92 0.11 EX.82 EX.78 0.59 0.54 0.32 6.03 5.00 6.79 40.97 703.35 702.95 40.00 1.00% 36 66.88 9.94 0.07 EX.78 EX.77 0.09 0.8 0.07 6.45 5.00 6.79 43.81 702.45 701.85 114.00 0.53% 42 73.44 7.97 0.24 EX.77 EX.76 0.20 0.85 0.17 6.98 5.00 6.79 47.37 701.60 700.90 132.00 0.53% 42 73.44 8.11 0.27 *EX.16A EX.16 0.39 0.65 0.25 0.74 5.00 6.79 5.03 710.00 706.65 40.00 8.38% 18 30.49 12.76 0.05 * EX.CA1 EX.19 4.33 1 4.33 4.33 5.00 6.79 29.40 EX.19 EX.17A 0.08 0.6 0.05 4.38 5.00 6.79 29.73 706.50 706.05 103.00 0.447 36 44.36 6.73 0.26 *EX.18A EX.18 1.37 0.35 0.48 0.48 5.00 6.79 3.26 710.15 709.15 35.00 2.86% 18 17.81 7.67 0.08 EX.18 EX.17A 0.01 0.85 0.01 0.49 5.00 6.79 3.31 708.90 707.55 42.00 3.21% 18 18.87 8.04 0.09 EX.17A EX.17 0.00 0 0.00 4.87 5.00 6.79 33.04 705.80 705.60 44.00 0.45% 36 44.86 6.94 0.11 EX.17 EX.16 0.03 0.85 0.03 4.89 5.00 6.79 33.21 705.35 704.00 126.00 1.07% 36 69.18 9.69 0.22 EX.16 EX.15 0.07 0.85 0.06 5.69 5.00 6.79 38.65 702.15 701.40 73.00 1.03% 36 67.87 9.91 0.12 EX.CA4 EX.410 1.94 1 1.94 1.94 5.00 6.79 13.17 * RD1 EX.83 0.02 0.9 0.02 0.02 5.00 6.79 0.12 RD2 12 0.02 0.9 0.02 0.02 5.00 6.79 0.12 * RD# = ROOF DRAINS CA# = CUMMULATIVE CA VALUE FROM EXISTING PLAN 10 U Z Z H N X Q X ¢I cD m I� w.- X �O w to `:� J NO III c o ?a r O ZZ I C 10+00 12 Q V) N z0� LiJ LLJ ` _ _ 0 , r / � 1 _ O [I >> F-) _v oI- I r-- �< O ZDQ��Q Z L,J I O - x Z > U Q <� t.n �0►_�wQ U z w QU Q Q L1J f- Ill( U C- N eeeee®ooe a aa, 0�a s lop A' '� w ®o 000 00 444444 0 N 0 W N Lonr: V O U O ° W E" o o ¢ o 14 .T-1 a � L) o w L) ¢ � � w w 0 U i Cn II n o:f II 0 Lij ' 87 RCP 0 1.007 O Z s 3 Q LJ �- > U Ld 0 z z � Q � O Q U tC� I �- w CqDATE NOVEMBER 3, 2003 w I o m><�I it w SCALE: of i I w >� N H: 1 " = 50' N/A I X p I `p - O .= �OnO o F- r- ^ DRAWN CAD v 0 cli 0 0? a o D2007 JOB 10+50 11+00 10+00 10+50 10+00 10 + 50 I SHEET 6 OF 12 EROSION & SEDIMENT CONTROL NARRATIVE STONE CONSTRUCTION ENTRANCE FILTER CLOTH EXISTING GROUND •- • FILTER CLOTH 70' MIN. 6" MIN. At n • ,t �!.•;�.•; • � ice. SECTION A -A 5:1 EXISTING PAVEMENT MOUNTABLE BERM I (OPTIONAL) 3" MIN. i" MIN. REINFORCED CONCRETE -� �-- DRAIN SPACE SECTION B-B Plate 3.02-1 SCALE: 1 "=300' SOILS LEGEND SYMBOL NAME HYDROLOGICAL GROUP 41 B WEIKERT C/D 41 C WEIKERT C/D 1C BERKS C 9B CLEARBROOK D SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA. ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) -- (DOWNSTREAM VIEW) VDOT #1 (COURSE AGGREGA FLOW 3' 2-10 ACRES OR LESS OF DRAINAGE AREA: VDOT #1 (COURSE AGGREGATE) FLOW Plate 3.20-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'x4' 2. STAPLE WIRE FENCING TO THE POSTS TRUNCH UPSLOPE ALONG THE LINE OF POSTS. 00, FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL. FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH Plate 3.05-1 GRA VEL CURB INLET SEDIMENT WILT GRAVEL FILTER • ---� �_ 12 RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT -' CONCRETE- GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, .;#357 OR 5 COARSE AGGREGATE. PROJECT DESCRIPTION The purpose of this project is to construct a community center site for the Wakeland Manor project. The site is located in the Shawnee District of Frederick County, Virginia. Approximately 2.15 acres will be disturbed for this project. EXISTING SITE CONDITIONS The proposed site consists of slopes ranging from 2 to 9%. The site is primarily meadow. ADJACENT PROPERTY N o o 5 Ln Fn 2 7 0 D a .��o o M � M n N ,; The site is surrounded by land in residential use. O z � r � OFFSITE AREAS �/ i W 0 r O LJJ U) No disturbance of any off -site areas will be required for this project. � > � SOILS Ln 10 `L O (See Status Sheet) O F- N ry r Q EROSION AND SEDIMENT CONTROL MEASURES a (j O - Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the handbook. X Z Lo > U Q The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. J U LrJ QW No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping LJ Z Structures, Silt Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. _ Z Q U U Q Q CONSTRUCTION SEQUENCING W cn I. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. U N 2. Install the Temporary Gravel Construction Entrance. 3. Install Silt Fence around perimeter. 4. Install Inlet Protection for existing storm structures along Cheltenham Drive. r- 5. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 6. Install check damns in drainage ditch along NE site boundary. 7. Install proposed storm sewer pipe. 8. Install Culvert Inlet Protection at proposed culvert inlets after installation. 9. Clear remaining site, in phases necessary to stage construction. Begin rough grading. 10. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days. �m ®"` N-10,00, 11. Stabilize the remainder of the disturbed area with permanent seeding. x 12. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas. ®Q�i o PERMANENT STABILIZATION 40 *, o `\ O ® QW , Z All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 0 ®® A� An ® 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch. 00 pg�,.T ®000 00 011®®,e All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program.o 1. The check dam will be checked regularly for sediment and cleaned when necessary. 2. The gravel outlets will be checked regularly for sediment buildup, which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced. 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches halfway to the top of the barrier. 4. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed. STRUCTURAL PRACTICES 1, Silt Fence Barrier - 3.05 A temporary barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched. 2. Temporary Construction Entrance - 3.02 A gravel pad located at points of vehicular ingress and egress on a construction site to reduce the mud transported onto public roads and other paved areas. 3. Rock Check Dam - 3.20 Small temporary stone darns constructed across a swale or drainage ditch to reduce the velocity of concentrated flows, reducing erosion of the swale or ditch. Limited to use in small open channels which drain 10 acres or less; should not be used in live streams. VEGETATIVE PRACTICES 1. Permanent Seeding - 3.32 Establishment of perennial vegetative cover by planting seed on rough grading areas that will not be brought to final grade for a year or more or where permanent, long lived vegetative cover is needed on fine grading areas. 2. TemporarySeeding - 3.31 All denuded areas, which will be left dormant for extended periods of time, shall be seeded with fast germinating temporary vegetation immediately following grading. Selection of the seed mixture will depend on the time of year it is applied. 3. Erosion Control Blanket - 3.36 or Mulch - 3.35 Erosion control blankets will be installed over fill slopes, which have been brought to final grade and have been seeded to protect the slopes from rill and gully erosion and to allow seed to germinate properly. Mulch (straw or fiber) will be used on relatively flat areas and will be applied as a second step in the seeding operation. STORM WATER MANAGEMENT Strom water management for this site plan is provided with Wakeland Manor - Phase 2. See the Phase 2 plans for computations and details related to the facility that will manage this site. o C-D' Con Q C > U o w w x� v � b•Q � �:D o w o d o � � w � bIJ wO coo c7 � z w w o O LLJ � z z Q U z z (f) Q :D W W Y O Q U DATE NOVEMBER 3, 2003 SCALE: H: 1' = 20' N/A DRAWN CAD ,FOB D2007 SHEET 8 OF 12 SYM I QTY BOTANICAL NAME COMMON NAME SIZE ISPACING I REMARKS Shade Trees QP 7 Quercus phellos Willow Oak 3" Cal. B&B PA 15 Platanus acerifolia London Plane Tree 3" Cal. B&B Ornamental rees cc 11 Cercis is- East rn Red 2" Cal. MA 13 Malus x arnoldiana Arnold Crabapple 2 Cal. B&B MV 16 Magnolia vir iniona Sweetbay Magnolia 2" Cal. B&B LI 9 La erstroemia indica Cra em tle 2 Cal. CL 14 X Cupressocyparis leylandii Le and Cypress 7-8' Ht. B&B AR 9 Abies Concolor White Fir 6-7' Ht. B&B PS 15 Pinus strobus White Pine 6-7' Ht. B&B AZ 16 Azalea 'Nancy of Robin Hill Nancy of Robin Hill Azalea 15-18 Ht. Cont. I 31 Ilex cornuto 'Burfordii' Burford Holly 24'30" Ht. Cont. EA - " SH 24 Sarcococca hookerana 'Humilis' Sweetbox 18-24" Ht. Cont. PL 57 Prunus laurel Cherry Laurel 24-30" Ht. B&B VP 19 Viburnum x pragense Pra ense Viburnum 24-30" Ht. B&B Ornamental rarosses MS 53 Miscanthus sinensis 'Morning Light' Morning Light Miscanthus 3 Gal. Cont. Ps 88 Pennisetum ' Hameln Dwarf Fountion Grass 3 Gal. Con t. Perennials M 4935 Liriol2ecari 'Bi Blue' Big I iri 1 Quart o, C VM 1750 Vinco minor Periwinkle Groundcover 50 CPF as needed 8 o.c. Flat HB 1900 Hamomeilis mollis brevi etala Da illy 1 Quart Cont. AS 1 600 Astilbe Astilbe 'Sprite' 1 guart 8a.c. Cont. 3 I' LANDSCAPING CALCULATIONS: TOTAL IMPERVIOUS AREA = 93,718 AC REQUIRED TREES FIRST 100,000 SQ.FT. = 1 PER 2000 SQ.FT. ADDITIONAL TREES AFTER 100,000 SQ.FT. = 1 PER 5000 SQ.FT. NO. OF TREES REQUIRED = 47 NO. OF TREES PROVIDED = 62 1 cc NOTE: SHADE TREES INCLUDED IN TOTAL ARE 7 WILLOW OAK, 15 LONDON PLANE, 11 EASTERN REDBUD, 13 CRABAPPLE & 16 MAGNOLIA LANDSCAPED AREA = 22,978 SQ. FT. % SITE LANDSCAPED = 22,978/93,718 = 24.5% % WOODLANDS DISTURBED = 100% .' PARKING TABULATIONS: s REQUIRED: 1 SPACES FOR EVERY 150 S.F. OF FLOOR AREA TOTAL FLOOR AREA = 3,444 REQUIRED SPACES = 3,444/150 = 23 SPACES PROVIDED SPACES = 52 SPACES EXCLUDING HANDICAP HANDICAP SPACES REQUIRED = 3 SPACES cf) CT, ` - A 177 HANDICAP SPACES PROVIDED = 4 SPACES J 1 o z PA INTERIOR PARKING LANDSCAPING CALCULATIONS: n I —I TOTAL AREA OF PARKING LOT = 28,914 SF C - REQUIRED INTERIOR LANDSCAPING: 5% OF PARKING LOT AREA 28,914 ' 0.05 = 1,446 SQ.FT. C PROVIDED INTERIOR PARKING LOT LANDSCAPE AREA = 1,882 FT. NUMBER OF INTERIOR TREES REQUIRED 1 PER 10 PARKING SPACES ` TOTAL PARKING SPACES = 56 (INCLUDING HANDICAP) TREES REQUIRED = 6 TREES PROVIDED = 7 SIGNAGE NOTES: ONE FREESTANDING BUSINESS SIGN TO BE LOCATED NEAR THE ENTRANCE (AS SHOWN) AT A MINIMUM OF 10' FROM THE RIGHT OF WAY. SIGN HAS YET TO BE DESIGNED BUT MUST CONFORM TO THE FOLLOWING STANDARDS: A) SHALL NOT EXCEED FIVE FEET IN HEIGHT. B) SHALL NOT EXCEED 50 SQ. FT. IN AREA. C) PERMIT TO BE OBTAINED PRIOR TO CONSTRUCTION •' r � _ ` \I., 41, \ ; . ENVIRONMENTAL FEATURES NOTES: THE SITE IS AN OPEN FIELD. NO FLOODPLAINS OR STEEP SLOPES ARE PRESENT ON THE SITE. MISCELLANEOUS NOTES: TRASH RECEPTACLE FINAL LOCATIONS TO BE PROVIDED AT FINAL INSPECTION. GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. so 000 N h v— Q ) V LLJ W C� ry O O Ln r— 0 } .J O O 00 ry Li I Q O � — Q I Xz�O<� CD O W It,z I— U W w Q v = z Q U W Q Q W cn U cV cn ~ W N n � •� > o U .�a o ® o w w w Iwo � o bQ o w w 0 z � � w w � o � U ry ry z O 111 � z � z EL Q W � U W Q 0 f— U z z Q 0 1 z Q w y O Q U DATE NOVEMBER 3, 2003 SCALE: H: 1" = 20' DRAWN CAD JOB SHEET 9 OF 12 SYMMETRICAL ��. .. �•• A V n urnnn POST SECURE ANGLES INTO 2 - 1 X8 BEAM WITH GALVANIZED STEEL ergola Wo_o_d_____Su LVANIZED STEEL ANGLE m 23'-6 1/4" FROM THE CENTER OF THE LARGE PERGOLA 14'-6 1 /4" FROM THE CENTER OF THE SMALL PERGOLA SCALE: 1 "=1'-O" 2'-6 1 /4" L 6'-0" TYP. 4x12 JOIST (CENTER ON COLUMNS -SEE PLAN VIEW) /1 Wood J. .% SCALE: 1"=1'-O" SYMMETRICAL 6' O" 10 1 /2" 10 1 /2" O2X6 JOIST TOE -NAILED TO BEAM 4) 4X12 JOIST 2-1X8 BEAM FASTENED TO WOOD SUPPORT WITH GALVANIZED STEEL ANGLES. 10" pi pip Fill 2-1X6 BEAM TOE -NAILED TO 4X12 JOIST 2-1X8 BEAM FASTENED TO 4X2 JOIST WITH GALVANIZED STEEL ANGLES ON BACK SIDE ONLY. N N '_-) Pergola Elevation Details, u � i o � Ab op, RTO ' t I. I - Mlik v Lou FW, mallo (LENGTH VARIES, REFER TO PLAN) tivVC"M01lr.>.n SCALE: 1 /2"=1'-O" SCALE: 1 =1 -0 NO SCALE 0 W W Z 0 W 0 z O in 0 (n V' m cr $N w O N O � � \ \ \ d O \ \ \ 17 M N M 0 z� cf)W C�Q�o Ory0z�0 '__ 1 o �oQ��Q w O — Q ►n Ld �- � w Q v <t 7, Z Q U W Q Q W n = cn f— LLJ cV °°r#04000 00 00 Aw .� 41, ®® m A' m p�000 0 !4♦a°s®°®°�` COO Ix rU N � � Q � o U � o � o C/S � o cn cn � � z W W a ry ry 0 w z z Q w Q U W Q 0 z z U Q O Q U DATE NOVEMBER 3, 2003 SCALE: H: 1 " = 20' N/A DRAWN CAD SCALE: 1"=1'-O" %J j SCALE: 1 "=1'-0" RIQQ SHEET 10 OF 12 6'-0" 6,-O" Tw • • • •`. ; OVERLAP 1" MIN. " / BOARDS (TYP.) 1.1 SEE PLAN 6" X 6" POST (TYP.) 1'-4" - 2"X4" PRESSURE TREATED WOOD BEVEL AS SHOW 2" 1 /2" n" 8" PRESSURE TREATED ID POST (AT GATE) WITH VAN1Z_D POST CAP "X4" PRESSURE TREATED 'OOD VERTICAL AND ORIZONTALS, TYP. 2"X6" PRESSURE TREATED WOOD BASE, TYP. �mcrolw�ml SCALE: 1 /2"=1'-O" ALVANIZED POST CAP, TYP. W PRESSURE TREATED WOOD RAIL x 3/4" WOOD SLATS _TERNATED ON BOTH SIDES STEN TO RAILS W/ ,LVANIZED STEEL NAILS X6" PRESSURE TREATED WOOD POST <4" PRESSURE TREATED WOOD RAIL =NTERD BETWEEN TOP AND BOTTOM RAILS. /4X3X2O" STAINLESS STEEL PLATE --CURED WITH COUNTER JNK GALVANIZED STEEL SCREWS. W PRESSURE TREATED WOOD RAIL EMBED STEEL 10" MIN. 8" CONCRETE PIER FOOTING UNDISTURBED OR SCALE: 1 /2"=1'-0" ft Metal Fence MANUFACTURED BY: ELITE ALUMINUM FENCE PRODUCTS (OR EQUAL) ADDRESS: 6675 BURROUGHS STERLING HEIGHTS, MICHIGAN 48314 TEL: (313) 731-1331 1-800- 783-1332 FAX: (313) 731-8579 COLOR: BLACK iF" 30" 24" 22" SCALE: 1 "=1'-O" COMPANY: SENTRY ELECTRIC (OR EQUAL) ADDRESS: 185 BUFFALO AVENUE FREEPORT, NY 11520 516.379.4660 MODEL: BATTERY PARK FIXTURE W/ SCI-W-12-S POLE COLOR: BLACK SIZE: AS SPECIFIED NOTE: INSTALL PER MANUFACTURES SPECIFICATIONS StreetLiamht COMPANY: SENTRY ELECTRIC (OR EQUAL) ADDRESS: 185 BUFFALO AVENUE SYMBOL NO SCALE FREEPORT, NY 11520 516.379.4660 MODEL: SAL-B-LITE COLOR: BLACK SIZE: 52" NOTE: INSTALL PER MANUFACTURES SPEC. COMPANY: DURA ART STONE (OR EQUAL)1$'~Jnl r ADDRESS: 1324 SOUTHERN ROAD MORROW,GA 30260 (:5)-40LD SYMBOL NO SCALE 770.980.9550 MODEL: GRECIAN S5V3OS13SE2"CENTERED COLOR: AS SPECIFIED SIZE: AS NEED NOTE: INSTALL PER MANUFACTURES SPECIFICATIONS Pld'--ftnter SYMBOL NO SCALE Q � ��O n- cn n 10 �QO Q o ( U CD :�n U w Q ry w� w z oQQ ryV) II a000000®'/ s®1 ®®®phi o 4 Q9 o \ e � � moo• ®o a oo 0 N o � W N v� x Q „_. � o U � -A o O Z � WW z c cn � z W w a a U DATE NOVEMBER 3, 2003 SCALE: H: AS SHOWN DRAWN CAD JOB SHEET 11 OF 12