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Home My WebLink AboutSDP200300099 Plan - Approved Stormwater Management Plan 2004-08-26PROjECT DATA, PROJECT NAME: GLENWOOD STATION DEVELOPER: PARKSIDE I, LLC PROPERTY OWNER: PARKSIDE I, LLC 690 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 TAX MAP / PARCEL #: TMP 61 -129F MAGISTERIAL DISTRICT: RIO PROPERTY ADDRESS: NOT CURRENTLY AVAILABLE PROPERTY SIZE: 9.308 ACRES (6.68 ACRES THIS PHASE) ZONING: R-15 WITH SPECIAL USE PERMIT TO ALLOW OFFICE USE PROFFERS: NA WAIVER / VARIANCE REQUESTS: NA SURVEY SOURCES: BOUNDARY - ROUDABUSH & GALE; TOPOGRAPHY & PH"YSICAL - T. B. LINCOLN DATUM: NAVD 88 - NAIL W ITH CAP IN GRASS T BEHIND WALK ON NORTH SIDE OF RIO ROAD IN FRONT OF ALLTEL DEVELOPMENT BREAKDOWN: COMMERCIAL 24,000 GSF ON 2.04 ACRES YIELDING 0.27 FAR RESIDENTIAL 66 UNITS (38 CONDOMINIUMS AND 28 TOWNHOMES) ON 4.64 ACRES YIELDING 14.22 DU/AC BUILDINGHEIGHT: COMMERCIAL 42' MAX, RESIDENTIAL 42' MAX. CONDOMINIUMS, 37' MAX. TOWNHOMES YARD REQUIREMENTS: COMMERCIAL: FRONT (AT R.O,W.)N-1Y PARKING & 30' EBUILDING (EXCEPT 3-STORY BUILDINGS = 441 SIDE 0' ADJACENTRESIDENTIAL0' BUILDING 20' PRESERVATION BUFFER ALSO DJJACENBOUNTRO REPLIES` ITH SQUIRE IH RESIDENTIAL: FRONT R,O.W.) PARKING & PARKING: (AT -10' 30' SUILDINGRSIDE�10 ,)REAR - 20' COMMERCIAL RESIDENTIAL 24,000 SF x .8 / 200 = 96 REQUIRED 87 PROVIDED PLUS 9 SHARED RESIDENTIAL SPACES = 96) 66 UNITS x 2 =132 REQUIRED 132 PROVIDED ARE SHARED WITH COMMERCIAL AREA) LAND USE BREAKDOWN: BUILDING 60,748 SF 21% PAVEMENT 104,858 SF 36°% OPEN 125,374 SF 43% TOTAL SITE AREA 2901980 SF RECREATION AREA: 7,664 SF (B'BALL -1,512 SF, TOTLOT - 2,220 SF, POOL & DECK- 3,036 SF, EXERCISE FACILITY- 896 SF) MAX # OF EMPLOYEES: 96 lip, WIN' ANNE W WATER LINE (EX. / PROP.) WV® WM O WATER VALVE / METER FHA FIRE HYDRANT YH-6- YARD HYDRANT _ ,�, BL,CW OFF ASSEMBLY SS F SANITARY SEW.... (F LINT _,X. . / PROP.) CO4 CLEANOUT MH@ MANHOLE SD- STORM LINE (EX. / PROP.) DI � STORM INLET YD ® YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GVO GM O GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PP -a POWER POLE LPG LIGHT POLE GUYe GUY WIRE EM ELECTRIC METER T❑ TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED ❑ UTILITY PEDESTAL BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOU":u I.S. IRON PIN SET SETBACK LINE _.,_____ __ LIMITS ____ EASEMENT L1M , ,� - - ..... ....... CENTERLINE --- CONTOUR LINE (EX. / PROP.) F-3:1- E=2.5076- DEGREE / DIRECTION OF SLOPE 479,70E SPOT ELEVATION HP HIGH POINT LP LOW POINT DITCH / SWALE WATER COURSE BM+ BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD, HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED ALBEMARLE COUNTY, VIRGINIA �Dll ,SITE Dh VEL10.r T!IdEj A PARTNERS, LLC CIVIL ENGINEERS ]LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 ]PSI, 434-295,-6496 FAX 434-296-6497 10 NOVEMBER 2003 DEVISED 4 FEBRUAR Y 2004 REVISED 23 FEBRIJARY 2004 REVISED 5 MARCH 2004 REVISED 23MARCH 2004 NINE "my I BASIC INFORMATION: 1. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOODPLAIN. 2, NONE OF THE SUBJECT PROPERTY IS TO BE DEDICATED TO THE PUBUIC, 3, ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE. WHERE APPROPRIAITE, ACCESS EASEMENTS WILL BE OVERLAIN ALONG THESE COURSES WITH RIGHTS OF ACCESS ENURING TO ALL USERS OF THE PROPERTY., 4. NO RESIDENTIAL UNIT OR STRUCTURE WHETHER TOWNHOUSE OR CO)NDOMINIUM, WILL RESIDE ON ITS OWN LOT. ALL EXTERIOR SPACES ARE CONSIDERED OPEN SPACE THAT §HALL BE OWNED IN COMMON AIND MAINTAINED ACCORDING TO A MAINTENANCE CLAUSE STIPULATIO IN THE PROPERTY OWNERS DOCUMENTS OF THE ASSOCIATION(S). 5. CONSTRUCTION PHASING OF THE TOWNHOUSE UNITS SHALL BE PHASED BY CLUSTER AND NOT BY INDIVIDUAL UNIT, 6, A SEPARATE PERMIT APPLICATION WILL BE FILED FOR THE SITE IDENTIIFICATION SIGNING DESIRED FOR THE DEVELOPMENT. 7. DUMPSTERS SHALL BE EMPLOYED FOR DEPOSITION OF WASTE FOR THE OFFICE AND CONDOMINIUMS. ROLL -OUT RECEPTACLES SHALL BE PROVIDED TO ALL TOWNHOMES. PRIVATE REFUSE COLLECTION SHALL BE ARRANGED BY THE OWNER'S ASSOCIATION(S). PERFORMANCE STANDARDS: 1. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY, UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROIM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 2. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIESI PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS, THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS, THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES, 3• THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY' COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 4• UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT' CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS, THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES' NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHA NGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTECN CONSENT OF THE ENGINEER. 5. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ODN THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE, CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND' FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 7. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS /HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK ANDI THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE, THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDING NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SA1FE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT VEHICLES AND TEMPORARY STRUCTURES USED DURING ONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HI=LD) RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8. THE CONTR ACTOR SHALL DE TERMINE .MINE TH E LIMITS F 0 CONSTRUCTION AIND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE, ALSO THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 9. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPE RTIES. AND ENGINEER ATHEGCONOTLRACTORRIS RESPONSIBLE FOR SERVICE COSTS ASSOCIMMEDIATELY ATED WITH REPAIR REPORTED THE SERVICE OF CE. SERVICE. 10. ALL EXISTIN G IMPRO VEMENTS NTS ADJ ACENT ENT TO TH E PROPE RTY, SU CH AS ROADWAY S, SHALL BE PR OTECTED D FROM DAMAGE DUE TO THE EXECUTION CU ION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM I HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 11. THE CONTRACT OR SHAL L OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED, USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE. 12, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSOORTATION (VDOT), THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT VDOT STANDARDS UNLESS OTHERWISE SPECIFIED. SP 0349 - SPECIAL USE PERMIT CONDITIONS: 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED CONCEPTUAL DEVELOPMENT PLAN GLENWOOD STATION / PLACE, DATED JULY 11, 2003 WITH MINOR CHANGES ALLOWED TO A6COMMODATE THE REQUIRED PARKING WHEN APPROVED BY THE ZONING ADMINISTRATOR. 2. FINAL ELEVATIONS OF THE BUILDINGS SHALL BE REVIEWED AND APPROVED BY THE DIRECTOR OF PLANNING PRIOR TO FINAL SITE PLAN APPROVAL TO ENSURE CONSISTENCY WITH THE ELEVATIONS PROVIDED HEREIN, DATED AUGUST 25, 2003. 3. THE APPLICANT SHALL CONSTRUCT, IN ITS ENTIRETY, A SECOND COMMERCIAL ENTRANCE TO THEIR PROPERTY FROM THE MALL ACCESS ROAD IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED, CONCEPTUAL DEVELOPMENT PLAN GLENWOOD STATION / PLACE, DATE JULY 11 2003. SHOULD THE COUNTY ENGINEER DECIDE IN THE FUTURE THAT FOR REASONS ASSOCIATED WITH NEW DEVELOPMENT ON THE FASHION SQUARE MALL PROPERTY, THE ENTRANCE SHOULD BE RESTRICTED SAID ENTRANCE SHALL BE CONVERTED BY THE INSTALLATION GF GATES BOL OR DS OR OTHER DEVICE SIIDEWALKS SHALL BE PROVIDED A ALONG THEGRESS-ONLY ENT RE MALL ACCESS ROAD FRONTAGE. ((33 )) 4, AS WELLIAS BUILDINGS FOT SHALL AND OTWENTY FOOT SETBACK2RING AND TWE NTY(FO)OT (20) UNDIISTURBED BUFFER ADJOINING THE SQUIRE HILL DEVELOPMENT TO THE SOUTH. 5. PRIOR TO FINAL SITE PLAN APPROVAL OF THE FIRST OFFICE BUILDING, THE APPLICANT SHALL SUBMIT, FOR VDOT REVIEW AND APPROVAL, A HIGHWAY CAPACITY MANUAL ANALYSIS OF THE ENTRANCE ON RIO ROAD, Or"), I wllilll 11 QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY ENGINEER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, ALL LOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT R-2 SLOPE STABILIZATION MAT. 5. PAVED RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6, ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, T ALL SIDEWALKS SHALL BE 3.5" THICK, STONE BASE OVER COMPACTED SUBGI'20E. WHERE SIIDEWALKS RUN CONCURRENT' WITH THE ACCESSWAY IN THE TOWNHOUSE AREA, THE SIDEWALK SHALL NOT BE SEPARATED FROM THE ROADWAY BY A 6" HIGH CURB BUT RATHER RUN RELATIVELY FLUSH WITH THE GUTTER PAN, WITH THE EXCEPTION THAT A V HIGH LIP (WILL VERTICALLY SEPARATE THE TWO. 8. ALL HD (HEAVY DUTY) CONCRETE, INCLUDING ALL DUMP'STER PADS SHALL BE 8" THICK 4,000 PSI CONCRETE REINFORCED WITH 6' 7�, 6, 10-10 WWM PLACED UPON 6" OF COMPACTED 21A STONE OVER COMPACTED SUBGRADE. 9. ALL LD (LIGHT DUTY) ASPHALT SHALL BE 3" OF BASE COURSE AND 1.5" OF SURFACE COURSE PLACED UPON 6" OF COMPACTED 21A STONE OVER COMPACTED SUBGRADE. UNLESS OTHERWISE NOTED, ALL ASPHALT PAVING SHALL BE LIGHT -DUTY, 10. ALL HD HEAVY DUTY) ASPHALT IF SPECIFIED SHALL BE: 3.5" OF BASE COURSE AND 2" OF SURFACE COURSE PLACED UPON 8" OF CMPACTED 21A STONE EVER COMPACTED SUBGiRADE, 11. SPECIALTY PAVING WITHIN TRAVELWAYS WILL CONSIST OF THE SAME CROSS-SECTION AS THE LD ASPHALT WITH THE EXCEPTION THAT THE ASPHALT COURSES SHALL BE REPLACED WITH CUSTOM CONCRETE OR PAVERS. CERTAIN APPLICATIONS MAY REQUIRE SPECIAL CROSS -SECTIONAL TREATMENTS, REFER TO DiETAILS. SURFACE INTERFACES ARE TO BE INSTALLED FLUSH TO ONE ANOTHER, 12. ALL CURBING SHALL BE VDOT STANDARD CG-2 CG-6 AND CG-6R, UNLESS OTHERWISE NOTED, TOWNHOUSE DRIVEWAY ENTRANCES SHALL BE VDOT STANDARD CG-9A WITH A MODIFIED 1" VERTICAL LIP AT CURB FACE. ALL HANDICAP RAMPS SHALL BE VDOT STANDARD CG-12A, UNLESS OTHERWISE NOTED. 13. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE P IPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE RANCOR HI-Q OR EQUAL WNDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 14, RUNOFF FR OM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD, AND ROUTE THROUGH AN EXISTING CULVERT AT THE SOUTHERN END OF SITE. THIS CULVERT CONTINUES UNDERNEATH, AND INDEPENDENT OF, A SURFACE dETENTION FACILITY LOCATED TO THE REAR OF FASHION SQUARE MALL. 15. ALL ROOF DRAINS ARE TO BE TIED INTO THE PROPOSED SITE STORM SEWERAGE SYSTEM. WATER AND SEWER: 16. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK, WILL BE 17. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE! OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, MATERIALS 18, ALL SAND CONST RUCTION N SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 19. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION, 20, THE CO NTRACTOR TOR SH ALL BE RE SPONSIBLE SIBLE FO R NOTIFYIING MISS UTI LITY" (1- 800- 552-7001 . 21. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 22, ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 23. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE, 24. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A, AS -BUILT PLAN CHECKLIST, LATEST EDITION. 25. WATER SERVICE SHALL BE PROVIDED VIA AN EXTENSION FROM AN EXISTING 18" PUBLIC WATER MAIN LOCATED ON THE NORTH SIDE OF SR 631 - RIO ROAD, A TAP INTO THIS LINE IS TO BE ACCOMPLISHED VIA A JACK & BORE UNDER THE ROADWAY. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 UNLESS OTHERWISE NOTED, ALL POST -METERED POTABLE SUPPLY LINES SHALL BE COPPER, 26. SANITARY SEWER EFFLUENT SHALL BE COLLECTED IN ONE OF TWO NEW SANITARY SEWERAGE SYSTEMS AND DIRECTED TOWARD CONNECTIONS TO BE MADE TO AN EXISTING SYSTEM THAT RUNS CONCURRENT WITH A SWALE WHICH SEPARATES THE SUBJECT SITE FROM THE SQUIRE HILL APARTMENT COMMUNITY, SANITARY SEWER PIPES SHALL BE SDR 35 UNLESS OTHERWISE NOTED, 27. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE AND IN THE SAME GENERAL ALIGNMENT AS SHOWN ON THESE PLANS. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT, 28. PARKING SPACES ARE TO BE 9' X 18', THOSE SPACES DESIGNATED FOR HANDICAP PARKING ARE TO BE THE SAME DIMENSIONS, BUT ADJACENT TO A MIN 5'-WIDE PRINTOUT AISLE. VAN -ACCESSIBLE HC SPACES SHALL BE ADJACENT TO A MIN 8'-WIDE PAINT -OUT AISLE. HANDICAP SPACES ARE TO BE CLEARLY DELINEATED VIA THE USE OF ADA HC PARKING SIGNING AND AN HC PAINT SYMBOL ON THE PAVEMENT WITHIN THE SPACE ITSELF. 29. COMMERCIAL PARKING LOT LIGHTING SHALL CONSIST OF SHARP -CUTOFF LUMINAIRES ATOP 20' POLES. LIGHTING WITHIN THE RESIDENTIAL AREA SHALL BE COACH LANTERN -TYPE FIXTURES ON 8'-12' DECORATIVE POLES, COMMERCIAL UNITS PLACED WITH THE PARKING FIELD ARE TO BE MOUNTED UPON CONCRETE PEDESTALS TO PREVENT DAMAGE BY VEHICLES. PEDESTALS SHALL BE 1.5' IN DIAMETER AND EXTEND 4' ABOVE ADJACENT GRADE. SEE POLE MANUFACTURER FOR ALL LIGHT POLE BASE DESIGN REQUIREMENTS, CONDUIT PLACEMENT AND BOLT PATTERNING. ELECTRICAL ENGINEER TO DESIGN AND INSPECT ALL CONDUIT, CIRCUITRY AND WIRING ASSOCIATED WITH THE SITE LIGHTING. 30. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 31. ALL PAINT -STRIPING SHALL BE 4" WIDE, WHITE TRAFFIC -QUALITY PAINT. rr s S i��_ -� � 2 SHEETS 6-9 SHEETS I0-112 SHEETS 13®16 SHEETS 17-19 SHFdr-7 20 SHEET21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 9j SITE CONTEXT PLAN N LAYOUTPLAN GRADING ]PLAN WATER, SEWER & STORM SEWER PLAN WATER, SANITARY SEWER & STORM SEWER PROFILES LANDSCAP E9 SLIGHTING, SIGNING & RECREATION PLAN PHOTOMETRIC PLAN GENERAL SITE DETAILS WATER & SANITARY SEWER DETAILS STORMWAT ER MANAGEMENT ENT & IBM P DETAILS EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS PRIVATE ROAD ]PLAN VICINIT Y MAID 1 ` 2000 rN •e°rb� -- - �sC •...{' � em„ � � �De�%!t-, 'S wage D'posal nd '. it, T b UBJECT SITE: s� %. : 1 �U CI D . J12fOSt^ _ OY er s i i \\ Oa a SC� ( • t<_.; a° t- 4 0 \ l; Sewage 2 ,id v � Ce v ti r� f -o r 1 ' Seh �a APPROVALS rankl' in Lic. No. 35326 I SHEET ! v F ro ooe �iFs cF c a 6 TMP 61 129B O ,, 0 ALDERGATE METHODIST CHURCH �� Q, �,;�� 7 D.B. 953 P. 359-361 PLAT ZONED CO SA ��-9 Q?;•''�� .� 0 ' oa 4n � o ' n 4 JOT vol 4�yTS �� ✓ 4 1a 11 .,` Fs F V C �j p 4 n � 6 ��L, AR�A •. i r Q 3 Res �- 2 R 4q 1 .©0 �o X4 �sz) ♦ � V� �'P� ' ap Apo 26 21 4n4n ; • cz ( 4 4 7 ) 41 `C " � 40 9 'V Q'►+T`Q ✓14 15 n -- O Q< 13 4h 4 \'Y o19 \7 0 o� TMP 61-129E SQUIRE HILL CHARLOTTESVILLE ASSOCIATION D.B.816 P.445-451 ZONED R-15 �tp 00 TMP 61-129G SQUIRE HILL CHARLOTTESVI LLE ASSOCIATION D.B. 613 P. 313 ZONED R-15 fi l o r i 0 25' 50' 100' 150' 250' CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARL©TTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 PROJECT # 0301 SCALE: 199- 509 CONTOUR INN: NA DATE. 1 1 -10-03 DRAWN BY ME}-K REVISION& 2®4-04 R=1387,39' . ...... A=395.03' ...... . ... C=393,69' 00 5 CB=S50054'11"E 4 1 E R.O,W. DEDICATION REQUIRED 1' E-1 D TA= 16'18'49" 1 6 ' 9" 44 TO ACCOMMODATE TURN TAPER AND SIDEWALK. . . ..... DEDICATION TO RUN ALONG ..... SPECIAITY PAVING BACK OF SIDEWALK. 1v i (CROSSWALK STRIPING 00' RIGHT TURN LANE BEGIN FACE OF TO BE APPLIED IF 144'± RIGHT TURN TAPER I Z CURB STA, 0+00 SPECIALTY PAVING NOT N 3 915 679 21 INSTALLED) ............... .. .. . .. - ------ ------- E 11,491, 8,07 70 4'R' [A 1 1 1 135 Rlaw., 51 R' ago am _V4� R TYP TO PARKING SETBACK �jr 15'UTILITY EASEMENT j R=1084.74' Aft tr mu- m 41 R TYP 4.72' R 9, 1,, 9, 9'TYP 81' 'NATPONT 0 0 ANGEN Y Z 151 8' 27, 1 F GENERAL OFFICE GENERAL OFFICE A249000 GSF 24,000 GSFI i I �. 3 STORIES 3 STORIES Lu Z BEGIN TAPER FROM ( j ( — — I I `�.� TWO EXIT Lu LANES TO z 72.75 ONE STA. 1+2Z97 ul- _j L 34' 34' 187'R T7 7-�--T7 I �1 j 4' T P�- �� --I�1 � 14 SPACES (4 HC) 148'R GENERAL OFFICE 1 16 000 GSF I O'R 2.91'R LL 1 L 2 STORIES 141' 6' (3) 8'SPACES ADJACENT 200' R TO 9'PAINT-OUT AISLES, FUTURE PARKING AREA ONE TO BE VAN -ACCESSIBLE 185'R N 3, 5,542,73 III TR E 1 491,566.39 � I i l i l --� �--- 28 SR= 50'B JILDINGSETS ACK I .50'B(IILDIN SETBACK 148' R 4 4 4 4 LIMITS PHASE 1 10'R 5 SPACE PARKING ARE � I I R = 188' PAINTED D = 34* 34 4'R TYP 117' CROSSWALK 21'R TYP 10'R A L = 113.43' 45' 15.061 COMMERCIAL 10'R "7 RES1157NTAL 9 c I SETBAC TYP TYP, IN 3,915,519.92 E 11,491,,500,03 FUTURE PARKING AREA L 50'BUILDING SETBACK 5 .67' % 25.12' 81' 9, 12 R AIR TYP COMMERCIAL . . . .... ........ OR; O'SK TYP T JJL ID �D A xxxx I PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 RZ a . No. 35326 NAL SCALE- V= 20' CONTOURINT- DATE., 11-10-03 DRAVWN BY MEK REVISION& 2-4-04 3-5-04 3-24-04 SHEET Elo it El' I it i if I LLJ a S50'43'04"E. 120.89' 1 O'SETBACK TYP 8 UNITS 68'x 84' 1 11 ip I;t It 41 lo t ilos "rb cq -T-T—T7 if I I I I I 1 1141TYP I I I I [if if A) co 81 9'TYP l 4'R TYP 4e 88' SPECIALTY PAVING N 50" 53'53" E 94.21' it R = 95" D = 50'49'52" 3.12'— L 84.28' I<z xl� 81 811, '10' C2 20"R T P t i! L I V —F—F--FT4'TY 4' T P j 4' P 4' T P 8'R 22Q 4 52" TYP GRASSPAVE PRODUCT 4' INSTALLED AND AREA PLANTED IN GRASS FOR FIRST 2'EITHER SIDE OF SIDEWALK TO FACILITATE EMERGENCY VEHICLE ACCESS, CL 9 UNITS 9 UNITS 68'x 84' 68'x 84' FF -IJ (10 Cj) zo if c, POOL -1 �.. 12' 12' LL < iL -bl thAll i 20' A L 7777 It 88' 30'BUILDING SETBACK ;tvt 1 1 1 ;!'t! 0 10'PARKING SETBACK 8 204 N 50. 0'3 1' mi -:i 7. i V� ED, A "7'x 000, 0 10, 20' 40' 60' 100, I" T JLXJLX PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6-196 FAX 434-296-6497 SCALE: V= 20' CONTOUR INT- DATE. 11-10-03 DRAWN BY. MEK REVISIONS: 2-4-04 I SHEET \N 5 10 R=1387,39' 200'TURN TAPER PAVEMENT TO A=395,03' MATCH IEX RIO ROAD T=19886' PAVEMENT SECTION OR EQUAL. . SEE VD(DT FOR APPROVAL. C=393,69' 3 P 2 CB=S501154'11"E R.O.W. DEDICATION REQUIRED DELTA= 16018'49" TO ACCOMMODATE TURN TAPER AND SIDEWALK, .. ........ . .......... -4� -,---4 'T -tE 77±1 1 774C�7L- 7-- 1777 6 ----- ----- - 4 261.77' z I � 02 N50021'03"W 00 rin 6 --------------- -- ----------- S----- - A� ram/ Q� 0 10, 201 40' 60, 100, R=1084,74' A=633,68' T=326,17' C=624,71' CB=S26'00'19"E DELTA= 3328'15" CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINTIA 22902 1 PH. 434-295-6496 FAX 434-296-6497 1 an Uc. No. 35326 -w ,A0 k-SIONAL an Mirk L Kel NO. 239 SCALE: 1)5= 20" CONTOUR INT: 2) DATE: 11-110-03 DRAWN BY: MEK REVISIONS. 2-4-04 1 SHEET 4% w IN 'Cl I CIVIL ENGI NNEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 1 PH, 434-295-6496 FAX 434-296-6497 kL TR 0"� 'AY 0 Ir 14� "�"�nkliln 4F Uc. No. 35326 I V A L SCALE- 1))= 20' CONTOUR INN- 2) DATE, 11-10-03 DRAWN BY: MEK REVISION& 2-4-04 3-5-04 3-24-04 SHEET 0 Acb J cb C) 4k, 4 vj ol 'Q 03 0� S50 -43'0L Z 120,89, 2:1 HP+90.50 91.75, cp' FFE 92.25 Q.� b',Cb ell u IN 92 4� lb c� Q� Cb f lb f Cb' e<l (b c� 1P SWIDE CONCRETE < SIDEWALK 8 UNITS 4qo US 68x 84' R-2 Cb 5b Z, co co rn Q pew IN x � -'2.25 FFE 1905 <1 al.75 --- 88.5' lbel, �5 C C f.f 12A; -6R co 00 SPECIALTY PAVING (CROSSWALK STRIPING if TO BE APPLIED IF SPECIALTY;' CG-12A tOD. x"O PAVING NOT INSTALLED}' vcp 7� 88.5C + 0 So it RADE BREAK I POIN 86.5 CG-6 A 6. 8 .4 d 117 FLAT 5% 86. 88.58 8 8.43 .43 88.2 FFE 88.70 FFE 88.93 5'WIDE CONCRETE t .1 SIDEWALK 41 ' GRASSPAVE PRODUCT t 1 INSTALLED AND AREA 86 PLANTED IN GRASS FOR Z FIRST ZEITHER SIDE OF SIDEWALK TO FACILITATE EMERGENCY VEI HICLE N� -_ r ACGSS.�l UNITS 86 9 UNITS 9 LL 68' x 84' o 68'x 84' 00 7_ ... % L _L11 171 t�l A-1 I r Rl 0 101 20' 40' 60, m I xxxx PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6496 FAX 434-296-6497 r4�.:iY t, 4x 0 Ar 4" Noy 35326 q A, SCALE: V= 20' CONTOUR2) DATE 11-10-03 DRAWN BY: MEK REVISIONS- 2-4-04 3-5-04 3-24-04 I SH-E-ET ______---�JO —5�. �u \ \ dWW °~_ `v~ 0 10, 20' 40' 60' CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 2006t6STREET, NE DATE: 11-10-03 DRAWN BY: MEK REVISIONS- 2-4-04 TIE TOEXISTING 18" RVY8A WATERLINE WITH 1U"x8"TAPPING SLEEVE AND VALVE. JACK AND BORE APPROXIMATELY 115 LFC>F8"CLASS 53DUCTILE IRON ___— VV VV ___�� WATERLINE WITH O 25' K4|N|K4UK4 yy ----- � ------ '� — N/ vv__----- TH|OKNE8G 10"O|A.STEEL CASING VV ----' N/ VV _ UNDER EXISTING R)O FlOAD yy -----yy JDI 04 vv 0"&�VVV",Vd__-_Vv VV __- ________�_'________ ________________________________._______-__--_-------- _/`EnmvE cABANODN CAPAND F|LL\N —~ STRUCTURE ' EX. 15" RCP WITH --------------____ \N EXTEND E>( 18" RC ---- ~` ' r FLOVVABLE FILL AS PER ---- �� TO P��P[)8E[} ----- VDOT PP-1 --------__ DI-3C --------_____ R=1387'39' STORM 8TRUCT. Al2 15' VEp�0 A�O A=395'03' REPLACE E% DI-3C ON �T�T UTU)ry ' T=198.8SEXISTINGSTORM _ D83g� P25 [=393'69' PIPE EXTENSION SRIM TORM 8TRUCT Al2 VV`/..CB=85O"54'ij^E REMOVE TOP OF EX. O|.o2o'oa ~ OAP AND ABANDON \N STORM 10"18'48^ ---- --`-_ -`- | PLACE 8TRUCT' Al VOC)TSTD. O�3AA tDRAINA~E � FUM = 518-88 ABANDON CAP AND FILL EAGEMENT----7 E)(.15" RCP WITHH !�!Y ��U� t Fq|)<�(�DlFTFRO�� RIM 518.68 EASEMENT STORM BLIC AGE -RFLOW STRUCTURE OVE FOR WATER QUALITY F. 511.50 SWALE. CONSTRUCT DI Rlim VABOVE GRADE. SEE BACKFLOW G E N ER' AL OFF GENERAL E DETAIL SHEET 23 PREVENTION DEVICE f DOM. WATERLINE AND cu co F FIRELINE 3 STORIES 3"10RIVATE 3 8TOR�` FIRELINE STCRM 1 WATER, METER vDar STD. LL VAULT DI-35B FUTURE DROP INLET 2" WATER RIM 512.01 SERVICE J, L GE 25 14 SPACES 510 (LL // i EASEMENT 4" PLUG WITH PIPE' ST OUTS ASSEMBLY AIDED 2" HOLE 0 RIM 5( 4? TO BE CONVERT�_D TO 5 $PACES PORJUSPA Nq iJLOCK �N 4"�& ..... .. \DRA AGE P)ORO'US PAVING BLOCK ON 4" OF SAND VDOT STI) DI-3BB 2 - 4" G.V. EASEMENT, TYP. UNDERDRAIN. CONNECT UNIDERDRAIN TO ADJACENT STORM STPUCT�JRIE. RIM 505.62 FUTURE DROP DROP INLET 7� INLET Fl xz CO L 06 Ago 10 ci 00 db cb IQ �� 3�� P��T�� T��` �) ��^n��^��. = ��2k��7^ �� ^��^^ �� v wa T��^ �� ~��vv�n ��. �,�^�� . �~��~�� N �v��v��n^/. ^^ ^~° ~'~ � ~^~* �� ~�w�� | L 10, 20' 40' 60' 100, PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS ORS 6th STREET, NE CHARLOTTESVILLE, N71RGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 Tit t6wo"P, ?jA No. 35326 AL SCALE: P= 20' CONTOUR INT. 2) DATE- 11-10-03 DRAWN BY- MEK REVISIONS. 2023-04 3-24-04 SHEET OF26 - - - - I ---_t:,-" ' :� ";��1IN"' �\_ �.�I1III 11II 1 - ../"_\ 1,131__�11I�._-i\-�i,' 1, ,';1 I fl"III,, STORM T O��1 R:::::� M./I1 --;,� ,ST--, RU C1��I / -,�T "1 I- . C 3-, ,-" I- ,._ II , " ` II/�/ , /1 1" " ' , 1 , 1I � t 1�I r1�.. 1 11, / / � I � / i1I , � -1, � " - ; i ,". I , , � � .I ,1 I111 11 � , _1 ,- 1 . l' 0, D I ' \ 1"I ,) , / 1# 11\ ; � , \ i� r , ,! I ,1 1/, �- , / I iU1 ; i -e � , , ;, , 1 I � �.I � /e - '/I � / iI , .1 ,\ ,_1 �. I,e _ r , ; Ii II . I ' " I . I,r1 1 IN,, . ' /1 " -/ , ., I I y "1� t 1I I , / 1 ,i / I" � � " ,/ PROPOSED DI TO SERVE AS ,C/ I.r11 . 1, I . I ., , "j 0 � o / , c; 1� / ,1 I/ 1: / " I � �- -- I' ! � I, ,. ,i - ,-1 �r. y4-1 - /VD& STD MH-1 zf � � < I F/1 -. � " II � �, �Z 1 �I ' I. _ iI /1 I I"� ,f. i / 1 / Z I / I: � " 1 .,1 , , . -"-i 1 .t.1 ..1i� I I / / I ` , I - ,I \�. �,-';� 1r 'I , 1jI 7� I" I ) ! , i. i , "f - � .:- � ir, i. 0. - . ,, ./! , ` , . i- � , / � .. �11I'1 l , I 1'1I1 " i \, , / , � .,i , _ ) : �- ,f " ` i . , 1 � ' I- 1/ )�I! I. . I/ ;-_ ;i " , .j �i _ " 1 � F.1 , / " /i �i - -� 1-1.- / / RE FOR TO SERVE AS 1I � __ BIO-FILTER. CONSTRUCT DI RIM �A� c� 'I�// -, TRANSFORMER CONNECT10POT i0/ i" , " i:-. - ,iI �' VABOVE GRADE. SEE DETAIL - L�1 , AND UTILITY FOR FUTURE/ L/ Q) t ...f�./ / I, SHEET23 / � � - . DEMARCATION , ICHURCH EXPAN / I RIM = 493.00 � // t, POINT I S50043 7" " I L -/ )ZV I i0 __'./ �// �/, / I I / �I - // ,� __E0 PROPOSED BIO-FILTER W1 I // r / l / - // / /" BOTTOM ELEVATION 488.00 / I\c/c/ \/ El SEE DETAIL SHEET 23 _ � / /,, ;i ; 0, HVAC PADS, -__ � ( 20'PERM. ,/ �,i� / / // \\ TYP. DRAINAGE / �<,, / OR ; STORM�CT. C2-� �// I�-� / /,'I00&Z?� q- VDOT STD DI -I /RIM = 48900 ____) " I // / , i \\ STORM.STR06T. C1 � I/ c)I cb I/ /// O''?".�4<j\ / VDOT STD. MHA / c/ A,-JyA�PO4) / RIM = 488.85_� � / o eL; �, / 1/ 1Iyll V\Qo GRASS SWALEN<,-, w,/ �/✓o�,�Q WITH EC-1 -,�8 UITS / � / .v / / q w 4 9�) 68'x 84' / vo, Zo // LINING - PER , 4�r Q 0 BACKFLOW 1 DRAI ? / x _, o STORM PREVENTION DEVICE E � /i/ / i0)STRUCT. B2 REQUIRED FIRELINE / / ,1-_ VVDOT STD. .'1/ N- / __ /"`1iI _ 7/ 1".,WATER / �/ DI-1 % / , RIM = 487.75 METER & � 1� / / IO I Hm / METER BOX uxFk �0 I' ,30'UTILITY10/N1i c� �", I x6"CROSS _1/ �Z/ ' EASEMENT " _ 6" G.V. IzS\Z/ /\ ,� 41 \ o -, . / "" 1v "TYP, 2 - 6x3RED.. _,, 0� M STUC,M,l I � 1�I��J\�I /, iCo DOTSDDI-3A "'RcP e -_'Nb N- - --- RIM 88.52 1v"�\ C�"/ -��,q' I _� 11 . 1-- ,3-s\' I 1 1i u4ERVIEE\ VDOT D. P /,Apx vQ" ) / „ _1 I i )3 _� C " X 3'TEE DI-4 0 1t - --- - T TE K1�61� V. RI 489. co /, 8G.V. 4" G.V. FIAA �� \ � 0/ / y / 8" PLUG WITH }I 6" SAN. �\ /," � LATERAL i DIP W.L. WATERLINE 31RED. \i1/BLOW OFF SAN. vW . W - \ \, 1 ASSEMBLY " NH S-\ R BEND I � +VoT CTiSTOA, =/ I SAN. S 8" PVC S.S.. SAN. SEWER'S'S / VDOT r- i / / ,MH S4 31PRIVATE / \ RIM = 4V, / -- RIM = 486.15 f , / 1" WATER 1 F \ / / 1. ,19 SERVICE 1 I \ �0SORM , 0 I ! I I - I j- _Z ST4UC,T. A2 ,1/ / 1" WATER 1\ 1VDOT/STD. METER & \ '`D- 6 / / /, METER 30kI , ,; __ 11 M = 485.7n 1� : k / / - -- - - - IlWATER I 1I\ 88 CO SERVICE �, / -1 STORM WATER /6" SAN. / \,/ / / 1-.1I STRUCT. BI METER & VWATER LATERAL ,qZ // /I VDOT STD. METERBOX WATER METER & i Dir8cc SERVICE METER BOX . I DRAINAGE / /� RIM = 486.33 / 1 / BACKFLOW BACKFLOW Br ) I 00 "/ I `ASEMEN7 i PREVENTION DEVICE PREVENTION DEVICE / / /11'I REQUIRED FIRELINE REQUIRED FIRELINE ,1/ v / ,1 _1� / " I $b ///- 9UNIT/ -_ 9UNS S / �/ -/ 68'x84' 68'x84' / / / WATER � 3 / SERVICE TO // cn IPOOL / // // I 6'SAN. ,"�c% I / / / LATERAL z A"" - _N TRANSFORMER z - AND UTILITY HVAC PADS //' DEMARCATION Typ� / / , i q / //_, POINT / 1 G9, 7p _1 ❑1A " C) �_ F [U t 0 --, I / // / 9�r_ 1j 1,' -_ - / // 1 z Z\ / 1 ( // ORM STRUCT. K1 ,, /5 \ [ - / /;/ VDOT STD. EW-2 W/ YARD INLET ! i/ 0 LF- _/ /I1��I1- � // /, FABRICATED STEEL NYLOPLAST, OR / IN yh� � " I1 t rRASH/SAFETY GRATE _ I i/�/W/ MIN. I'SQUARE EQUIVALENT PVC DRAIN / ? " 1I F- U/ / OPENINGS. STRUCTURE WITH 24" c) Ii0\\ I--U/ I ' INV. IN = 466.75 GRATE, RIM = 477-50 n:r _ x I -r- � AI -, I 9WI IDE GRASS LINED I I___L_ () / , c� I \ t:D/ , I I / // EMERGENCY SPILLWAY L-:1,q / < � //,A�11 / , I�, , _ I . / ,j�I I. ! - \ �/ I . 11 �II // ti I / -) WATER / /1"cNV I / \\- I ? / / i� / STORM STRUCT. Al �X V POOL I1I `// / o � VDOT STD, EW-1 20'DRAINAGE/ACCESS \ 1// INV. OUT = 471.70EASEMENT I I / I \ I / II , j �_ 1 I 1 20'SAN. SEW I i// /J EASEMENT ---------------- UN " / /I I / / i. / / ej / I ,,_/��//I 55'LONG X 10'WIDE X 2' / THICK CLASS Al RIP RAP cn 1i i )"I ; / / / FLUME WITH 30'X 5'RIP I I 1 RAP LEVEL SPREADER, DRAINAGE I r DRAINAGE /TOP OF LEVEL SPREADER EASEMENT / % E,*EMENT TO BE 468.0 ! I , ", 1§//I/ i/-- f : I 1 IOiRE ENTION BASIN // I �. / � I C T M OF BASINTO/ y / i ,( THE 466.00 // / �1 i �R I (9,040 SF) / -___1\I EEiDE�AIL SHE 23 __�cn I %, I i 1REMOV CON RETE / / I HEADW LAND o ICONSTR 84" RISER / CI r_, � ` PIPE ON, D OF ./ CCULVR / " .,i4" / I / /PIPE EXISTING SQUIRE \1 I Q) / HILL STORMWATERi,v ,/// UNDER PROPOSED \ X- / 310-RETENTION BASIN , ( i SEE SHEET'2 �I / / , iI It Q FOR RISER j " h DETAIL 1/ t/ \ TOSM UCT CT, J1 e- �� \ \ / / l�6z'l�. ) _1_11/111.11-� / i , I I.). , -_ - 1 CONRVDOT I ` </�jt STD1. MH-1 ON 8"REXISTING 1CP 2,4\�, -I_//,/(`/RIM =471.70 50 .� -/ (SEE PROFILE) -11� _11 \\ _a "; - - // , -,!� - }/ T" 1,- _ - .- 1. C,_`/�/ DOGHOUSE SAN. 0 -/ SEWER MANHOLE ON _ _ 9�_� _ EXISTING LINE PROPOSED DOGHOUSE MANHOLE CONSTRUCTED OVER THE EXISTING SEWER MAIN WITH THE I �&SAN. / FOLLOWING CONDITIONS: t.< -..,,_ _ _�1160 A) THE EXISTING SEWER LINE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF THEMH S3 - RIM = 480.24 ATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE SEWER MAIN . AV __< AND B) THE MANHOLE BUILT OVER THE EXISTING SEWER LINE SHALL BE CONSTRUCTED INS ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BE TESTED, FULLY INSPECETED ,20'SAN. SEWER SAN.- �7�--- HSIPROVED PRIORO NG, EASEMENT MH S2 / -RIM =48462'1�AND APOF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE RIM = 480.01 FLOW. Z_ , I I V, SANITARY STRUCTURE SCHEDULE ISTRUCTSTRUCT. # TYPE RIM ELEV. I INVERT I IN I INVERT OUT PIPE DESCRIPTION S8 MH 508.25 502.25 502.05 190.65 LF OF 8" PVC CUP 2.94% S7 MH502.45 496.45 496.25 1 246 LF OF 8" _PVC2.74% S6 MH 1 495.50 489.50 489.30 1 1 274.12 LF OF 8" PVC (a) 2.61 % S5 MH 488.15 482.15 4$1.95 . 117.28 LF OF 8" PVC @ 4.09%- S4 - MH 486.15 477.15 470.95 356.23 LF OF 8" PVC @ 1.32% 63 MH 480.24 472.24 472.04 I 82.57 LF OF 8" PVC a 1.85% S2 MH 480-01 470.51 470.31 1 9.39 LF OF 8" PVC Co)- 2.88% S1 MH 484.62 470.04 466.44 STORM STRUCTURE SCHEDUILE �- � &119.1111"m �� - PIPEE - DESCRIPTION I �� I ommKo: - --------.----- ______ � ii 78.5LFOF2_4"_RCP6EU.00% i � � - mmalm - moffela . �=I I 11 9:1011 - I i Ml mwIIII 8, [ 562.2V �� i . - I - 1WIM's a ME91=111111 Mo] a � - I �� TANIK*12911m_ I 1 O' F-7-ii! �.56�_ N/A I - j . - 11 485.79- � 1 = m I . - - 80 LF OF 15" RCP a 1.00% �� molespo�� -- -_ -_ I - 59 LF 0 15" RCP (@ 1.00% : Z� � ..� I I � ®® i ; �� - 19.5LFOF18"RCP05�G5% ' ®®©� H*,mt**m I - IMI.Azziml ___ ---- �Mr : � NESVIEUE 54 LF OF 15" RCP-a..2,00% . r - � ®©��mpmm � - a ®� 19*11A � : I �� mlblmcmm® 0 --- -m- - 1=121119tolaMum __ i im, "0109m - �� smolaw-0:101- I W1161*710112 1111111111111® mim�� mEffm �� mtIM11491010 . a * 1. 1 . --- - = * . a m 0 10, 20' 40' 60' 100, 1H `N�D�DA , LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6496 FAX 434-296-6497 1 1 SCALE: P= 20' CONTOUR INT: 21 DATE: 11-10-03 DRAWN BY. MEK REVISIONS: 2-23-04 L 3-24-04 CA (A cil C) C) -A C) (A — - ----- - ------- C) 4" PLUG ---------- c: m c) TIE TO W.L.W: + 520.34 8" x 8" CROSS 0 g 2 - 8" x 4" RED. rs 7rl C) 2 - 4" G.V. 2 - 8" G.V. 4" x 4" TEE 4" G.V. 518.33 4 - x-&'-RED_------- 3" PRIVATE FIRELINE 4" x 4" TEE 0< 4" PLUG m 516.32 CORP. 0 4" G.V. 4" PLUG BLOW OFF ASSEMBLY 514.64 513.26 u n > > > k-4 00 C C) w l 9k 00 I C) 0 - ---------- ---------- - m m:r X -t> z z m c: w c: z m > CJJ 0 cl) < -0 M -c 5-5 9: z cl) c 0 m C) CD M ---I i m > > z cl) -7 M > 0 m --4 m > > ;o m W m r i m c/) > > —r > z cl) -Okl -Phl -0-1 .4, cn c_n 4 00 00 co (o CD a (n C) CFICD CFI CO cn C) co Z WE W VAY 0#4#004444 -� _P cn 0 cp 0 co (o CD CD N) N) cn CD cn CD 0 CD cn CD cn _41- -41 -P CSI CFI CTI Cal cn CFI 00 co (o N) C) cn (D 0 0 m CD Cal 0 m ALBEMARLE COUN, TY, VIRGINIA 495 SAN. MH Sl 4901 --STA.-10+00.00 - --- ---- EX SAN A4H IRIM 484.62 INV!, IN 470.04 STA. 9+42.36 INV! IN 466.64 (DROP), INV IN 465.98 INV. OUT 466.44 RIM 485.38 485 -- ---------- 480 II 475 470 i II 465 ---- -- EXISTING 8" SAN. SEWER 460 0 N ccc N co cn o 0? r__� 7 OR U) LO to cm r__ 00 00 00 rl_ 00 "tom'It 't It 10+00 11+00 SANITARY 'A' PROFILE 520 ---------- . . . ...... - ---------- __ 515 NOTES., 1. ALL SANITARY SEWER LATERALS $HALL BE CONSTRUCTED UNDER THE WATERMAIN SUCH THAT THE MINIMIMUM VERTICAL SEPARTION Ln co LO 23+00 24+00 SANITARY 'A' PROFILE 25+00 3. ALL SANITARY SEWER LATERALS SHALL BE SCHEDULE 40 PVC. > i> zol co 00 LO co M (0 C-0 co CO Oq cq LO LO rP 00 0 Cj (N m d d in Ln r__ 00 00 00 00 00 00 00 co co It d cY It It It 't *t 't It "It It 1 12+00 14+00 0 0 0 ----------- z --------- 0 :7 0 0 z z z 0 0 D .0 LLJ F_ Lug j W z > > ------------ Lli cj) uj Lli 1 co Lu z z CL r� .21 ul w !Lu > 01 L.L IL i lcol c) C.0 LO 00 00 co Ln co 00 co ..... ........ - - - - - - - - - - - - - - - - - - -- --- ------- - - 8" SDR3$ PVC PIPE A Of') 0 z 0 co lw �O 1> z D w 00 w Z z < C>L 0 0 r) z 0 1485 F— co uj w 480 uj :i uj z i i uj Lu U > CL 0 LL Z F- 475 LO a) rl- (0 co LO Ln rn OR OR CR Ln r rt q q cr Lo r-_ co ai 0 m LS7 co r*l 00 LO LO X) LA LO LO LO LO LO LO 21+00 PARTNERS, LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6t6 STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6496 FAX 434-296-6497 Fr nklin► Uc. No. 353 6 •Q, *3 0 ZOW A I Sp,LTH 0* 0 0* Mark E.,K�ellker 4AjkZ Mark rNo. 239 SCALE: 1-1: P= 20' V: 1"= 5' CONTOUR INT: DATE: 11-10-03 DRAWN, BYMEK REVISIONS. 2-23-04 SHEET I on 321 4 { ME m Em 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM 'A' PROFILE — STA. 10+00 TO 16+60 INVERT OUW 501.21 EX'. 24" RCP F O� 24" RC 78.5 L VDOT STD. DI-31313 (6'LENGTH) PROPOSED GRADE. INVERT IN 498.35 INVERT OUT 498�2�5 . ....... .. ........ ..... - - - - - - - 1 510 STA 17+61.42� 520 RIM 505.03 510 INVERT IN 499.00 (18" -'G') ST�UCT. A6 INVERT IN 496.53 (15" -'D') INVERT IN 495.53 (30" -'A') VDOT STD. IDI-31313 (8'LENOTH) STA 16+62.83 INVERT OUT 495.43 RIM 502.28 . . . . . .......... - ----------- --- ------- - --- ---------- -- ------ 2,.68 INVER-T-IN 9 INVERT OUT 492.58 500 8 ------------- ---- LLI LL (0 co 480 1 i co co co co Q0 co a r N of (0 rl- co Lol L" LO '01 Ln 17+00 18+00 STORM 'A' PROFILE — STA. 16+60 TO END 12" MIN. + L. TYP. 4,0011/0 p 71.51EOF 2N' w z w F— CL m m m 490 500 500 UJ ---------- - - ---------- - ----- - ui CL F) mi 01 col mi I �tl col co I col �—1 col LO N il- CD co 00 0 rl_ N 't m N Co 11-1 rl- I LO Ln LO LO LO u") LO Ln LO Ln LO m LO 19+00 20+00 21+00 1�t I 't I co 0 co (0 (6 In 6 LO LO u') 22+00 mm.•� 10+00 10+40 STORMPPROFILE wil m im ff"aQ an M PARTNERS LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6t6 STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-6496 FAX 434-296-6497 j??#1f4V,PkLTlj ® N 04p -, 4— �4,01364/atlklin 'Uc. No. 35326 SCALE: H: V= 20' v- 1"= 5' CONTOURINT: DATE- 11-10-03 DRAWN BY- AGF REVISION& 2=23-04 3-24=04 500 --STORM STRUCT. A3 VDOT STD. MH-1 STA 10+00 RIM 488.00 INVERT IN 417.76 (15" -'B') INVERT IN 477.76 (30" -W) I i 490, INVERT OUT477.66 (30"-'A') -4- ..... .... . .. . ..i I......... ... 480 -- ---- ------------ 159 LF OF 15"- RCP @ 1,00% ui 0 > r) 0 UJ z 0 Lu z' z 00 can or Lu L Z- 470' Qo- co rl_ 11�! Lo "q N c� co to co 00 It- It, co It cc It 10+00 STORM"B"PROFILE 'zero, Lu LLJ 0 - - - - - - -- - - - - LLJ (J) Z 0 Lij Z z 0 Elf Lu I LL1 uj uj cf) cn u- < ri W co co 470 m 7 co C� Lo 11� rl-i(o u� co "It m co co Lo 00 00 N- co co 00 co m It It It "It- I- 't It It 11+00 520 T 11 -- - -- ------ 520 EXISTING GRADE ---------- - ------ PROPOSED GRADE, S TORM STRUCT. D2 510 STORM STRUCT. A7 ....... .&TORM.- S--TRUCj-- D-1-1- VDOT STD. DI-313 (6'LENGTH) 510 STA 10+00 VDOT STD. Dl-:3B6-C6,,,', LENGTH) TA 11 + 2. 5 RIM 505.03 INVERT IN 4.95.56 (15" -'D') STA 10+53.60 RIM 505.95 RIM 506.35 :INVERT OUT 502.35 INVERT IN 499.00 (18" - INVERT IN 495.53 (30" -W) INVERT IN 501.17 INVERT OUT 496.61 IN OUT 495.43 (30'-'A!) i 59 LF OF RCP rd). 2 00% 500 500 2" MIN, TYP. OF 15" RCP '2.00% E5:4:L� ----------- W 490, bo 490 Lo o c� co I co Lo Lo Ca co Lo Lo Lo Lo 10+00 11+00 STORM U PROFILE 12+00 INVERT IN 479.74 (24'- - 'C') RIM 488.52 RIM 489.00 INVERT IN 479.74 (30','-W) 'M') INVERT IN 483.,�6 (15" INVERT IN 484.03 INVERT OUT 479.64 (30" -W) INVERT IN 481.18 (24"'c') INVERT OUT 482.34 INVERT OUT 481.08 490 Lj uj 00 00 00 N, CC! 0 (m co a) 00 co 10+00 STORM "C"PROFILE 0 I , 10 8 LF OF 2411 Rcp @ 2.000vo ... .... ...... .... ..... ..... .. Qq (q CR C? rl- co co co co 11+00 - -- ---------- -- 5 520 20 EXISTING GRADE PROPOSED GRADE 500 STORM STRUCT. A7 STORM STRUCT. C3 VDOT STD. DI-31313 (6'LENGTH) VDOT STD. MH-1 STA 10+00 STA 11+41.81 -M-'505-03-- 510 RIM 493.00--'-- 510 INVERT IN 499.00 (18"-'G') T. 3B A B u J7 (6' LENGTH) INVERT OUT 485.00 1. 00 (1 8 INVERT IN 495.53 (15" -'D') o" INVERT IN 495,6.53 (30" -W) 5 INVERT OUT 495.43 ........ .. ------- --------- - 490 27 5 500 500 STORM STRUCT. GI VDOT! STD. DI-313 (6'LEN) 19.5 LF OF 18" RCP @ 5.05% STA 1GTH 0+27.40 RIM 5.05.62 INVERT OUT 500,38 480 490 490 � c� co co a) It It -------------- ------- - ------ ---- ---- - 480 --------- - --- 480 STORM STRUCT. All VDOT;STD. DI-3AA STA 10+00 RIM 518.57 EXISTING GRADE INVERT IN 510.93 (24" -'A') PROPOSED GRADE. 520 INVERT IN 506.08 (15" -'E') -INVERT-OUT-505,98 520 STORM SITRUCT. Jl ..... . ------............. ............ .. STORM!STRUCT. El VDOT STD. DI-1 POND iRISER (84") VDOT STD. MH-1 STA 10+0,1.66 STA 1 O+65.51 STA 10+00 RIM 469.50 RIM 471.70 i RIM 51t.50 INVE IN 455.00 (24"'-) W INVERT OUT 458.68 INVERT ! IN 507.50 -AN E T!O T 507.40 q T IN 454.21 (48",'-'K INVERT -- ------ --STORM- STRUCT.- E2. 470 INVERT OUT 454.11 (EX.) ...... . ... 470 VDOT STD. DI-1 STA 11 +2,1.59 EXISTING GRADE RIM 511.50 PROPOSED GRADE, INVERT OUT 508.50 510 56 OF 15" a), 1.79% RCP t5t-vl 510 66 IMF OF 1511 RCP 2.00"/o .... ..... .. ...... ....... 460 460 3.2 C9\g 000/0 OF 2 500 500 10+00 11+00 STORM "E"PROFILE 5101 w so 10+00 10+80 STORM "J"PROFILE 10+00 11+00 STORM U PROFILE 510 61 Of Em Mul 10+00 STORWIG"PROFILF 10+00 10+40 STORM V PROFILE Em T IH JLXXX PARTNER , LLCM CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PK 434-295-6496 FAQ 434-296-6497 -T Ar Ar nklin c.No. 35326 112% %NAL SCALE: IFI: 11"= 20" CONTOUR INT: DATE. 11-10-03 DRAB BY- AGF REVISIONS. 2-23-04 3-24-04 SHEET OF26 mfflmjmmomj�� LARGE SHADE TREE ORNAMENTALTREE «/ EVERGREEN SCREENING TREE 00 SHRUBS {�ROUND��OVER 11111111 °�] PARKING LOT LIGHT(COMMERCIAL AREA ONLY) COACH -STYLE LIGHT (RESIDENTIAL AREA ONLY) � SIGN STOP PAINTED MARKINGS AND SYMBOLS HC RECREATION PACKAGE TOINCLUDE: (1U2.O0U+GFTOT LOT WITH `SEATSWING, (1) SLIDE, CDCLIMBERS, /1\ 8UCKA8OUTOR WHIRL, AND (2)BENCHES. U\HALF-COURT BASKETBALL FACILITY INDOOR EXERCISE FACILITY OUTDOOR POOL WITH TERRACE AND OHAN8|N8-RE8TROOMS PICNIC AREA WITH GRILL ALL SIGNING SHOWN ONTHIS PLAN SHALL CONFORM TOK1UTCD STANDARDS. PA|NT8TR(P|NGSHALL BE4"~VV|OEWHITE TRAFFIC PAINT. PAINT SYMBOLS SHALL CONFORM TOVD{}T,ADAAND /ORAiBEK4ARLECOUNTY STANDARDS. ALL LIGHTING SHALL BE"DARK SKY" VARIETY, WITH SHIELDED LAMPS. NO MORE THAN O.5F{}OTCANDLE8SHALL BEPROJECTED ONTO ADJACENT PROPERTIES ORROADWAYS. SEE PHOTOMETRIC PLAN FOR MAPPING OF LIGHT LEVELS. SEE DETAILS FOR LIGHTING FIXTURE TYPES, LAMP PLACEMENT AND OTHER PRODUCT DATA. R=i387.3Q' A=3g5.03' T=198.8S' ()"393.6Q' OB=850,54^11"E [)ELTA= 10°18'49^ xx /\=533.58' | /Z �� _ / XA dil WHERE GRADING |SNOT SCHEDULED TOOCCUR, MAKE EVERY ATTEMPT TOPRESERVE QUALITY |NO|G|NOU8PLANT MATERIAL. ALSO, AVOID DAMAGE TOALL MANMADE LANDSCAPE INSTALLATIONS THAT EXIST ALONG THE SITE PERIMETER, PAYING PARTICULAR ATTENTION TO VEGETATION NEAR DRAiMA8EVVAYS. ALL SLOPES EXCEEDING 3;1SHALL BEMATTED USING VDOTSTD, EC-2 DEGRADABLE SOIL STABILIZATION BLANKET, STAPLED TC)SLOPE. LANDSCAPING |NOFFICE AND MULTI -FAMILY AREAS SHALL 8E PROFESSIONALLY MAINTAINED. TOWNHOUSE OWNERS MAY ALSO CHOOSE TORETAIN APROFESSIONAL FOR COMMON MAINTENANCE. ISSUE TO8E DETERMINED BYOWNER'S ASSOCIATION. PLANT LIST MAY BEEXPANDED AND SUBSTITUTIONS MADE ONLY AFTER AUTHORIZATION BYBOTH DESIGNER AND COUNTY AGENT, PLANS CONTAIN SOME OPTIONAL PLANTINGS - SEE NOTES, ALL PLANT MATERIAL SHALL ORIGINATE FROM HARDINESS ZONES 5-7AND SHALL 8EINSPECTED 8YDESIGNER PRIOR TOACCEPTANCE AND INSTALLATION. REFER TOVDOTSTANDARDS AND THE SPECIFICATIONS FOR THIS PROJECT FOR MORE DETAILED GUIDANCE RELATIVE TOTHE PRODUCT AND PERFORMANCE STANDARDS WHICH APPLY TOLANDSCAPE TREATMENTS. COMMERCIAL AREA CANOPY REQUIRED: 10%CF 2.04AO CANOPY REQUIRED: 8`882SF CANOPY PROVIDED: RESIDENTIAL AREA CANOPY REQUIRED kB15DUyAC: 15%{}F4.04AC CANOPY REQUIRED: 30,318GF CANOPYPROVIDED: TOTAL CANOPY REQUIRED 39.200BF TOTAL CANOPY PROVIDED 110.101SF PLANT LIST KEY LARGE SHADE TREES SIZE QTY. CANOPY PROVIDED ORNAMENTAL TREES EVERGREEN, SCREENING TREES SHRUBS GROUNDCOVER SLOPE MIX RYE OR MILLET NURSE CROP (20#/AC) KEY BIOFILTER TREES SIZE QTY. BIOFILTER SHRUBS U RED OSIER DOGWOOD 5 GAL. CONT. 18 SEE SLOPE MIX ABOVE It 1p �t kill Io J (OPTIONAL) p =p< 'AF r(G J\ . U� = \ � \ GENERAL OFFICEGENE \ ' 24 000 GSF A _0 24 000 GSF �� TORIES�� TORIES � � � ' ~~--- --� / | / | / / \ ! A I x 28 SPACES Me - SCALE: � = �� = ��,T��T��. �~�,�~'~_~�~,�. ,yr � DATE: 11~10-03 DRAWN �^��. MEK REVISIONS: 2~20_04 N m � � ��\� | ~,~ n,m / 0 10, 20' 40' 60' 100, -7. I I a CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, -NE CHARLOTTESVILLE, VIRGINIA 22902 1 PH, 434-295-6496 FAX 434-296-6497 Mark E. Keller N No_ o. 239 P ran in 41 ic. No. 35326, 1* RIC. SCALE: V= 20' CONTOUR INT.- 2) DATE- 11-10-03 DRAWN BY. MEK REVISIONS., 2-23-04 3-5-04 OPTIONAL HEDGE PLANTINGS ON MALL PROPERTY TO AUGMENT EXISTING VEGETATION. EXTEND EXISTING THEME. SPECIALTY PAVING (CROSSWALK STRIPING I II Tn RF APPHFD IF SPECIAL x V17, j x j x u kH! X 0) A J E �6 U J 6 w x DX S KlU LT$R 19,690,3, %T-A Y-T X 'A T 'A S TA RX x low E 7 VV cri i is S x -AT WV -A T cf) S \J x 3 W IS S 4 U R XQ E .4.T H' \ N, lit\ 4 4,! am 50 5\q'3 1 W L. xj C, I x tt 7-1, jn Bx r. Ok- 044 VIP 1 7'- 0 10, 20' 40' 60' 100, CIVIL ENGINEER S LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGENTIA 22902 1 PH, 434-295-6496 FAX 434-296-6497 Mark E. Wier 4 A No. 239 A 6 Alan G. Franklin Lic. No. 35326 4, NAL SCALE: F)- 20' CONTOUR INT: 2) D. 111-10-03 DRAVVN BY: MEK REVISIONS-. 2-23-04 3-5-04 l LUMINAIRE LOCATIONS No. Label Location X Y MH Tilt 1 B 953.0 847.8 20.0 0.0 2 B 1012.3 820.0 20.0 0.0 3 B 928.5 800.0 20.0 0.0 4 B 989.5 770.3 20.0 0.0 5 B 906.8 750.8 20.0 0.0 6 B 972.3 719.8 20.0 0.0 7 B 883.8 702.0 20.0 0.0 8 B 873.3 643.3 20.0 0.0 9 B 1000.8 681.5 20.0 0.0 10 B 924.0 660.8 20,0 0.0 11 B 1061.0 631.3 20.0 0.0 12 G 972.8 619.8 20.0 0,0 13 F 1015,0 583.5 20.0 0.0 14 A 1065.3 545.3 20.0 0.0 15 A 1074.0 592.5 20.0 0.0 16 A 1109.5 6213 20.0 0.0 17 A 1158.8 674.3 20.0 0.0 18 A 1004.5 507.3 20.0 0.0 19 A 1038.3 479.5 20.0 s 0.0 20 1 202.3 291.3 8.0 0.0 21 1 168.5 317.3 810 0.0 22 1 183.5 335.0 8.0 0.0 23 1 197.3 351.5 8.0 0.0 24 1 210.8 368.5 8.0 0.0 25 1 227.0 355.5 8.0 0.0 26 1 243.8 342.0 8.0 0.0 27 H 264.8 333.8 8.0 0.0 28 H 294.0 369.8 8.0 0.0 29 1 225,5 317.8 8.0 0.0 30 H 350.0 395.3 10.0 0.0 31 1 312.5 425.5 10.0 0.0 32 H 320.3 391.0 8.0 0.0 33 H 375.0 440.3 10.0 0.0 34 H 394.0 405.3 10.0 0.0 35 1 381.0 370.3 10.0 0.0 36 1 395.8 344.0 10.0 0.0 37 1 421.0 314.5 10.0 0.0 38 1 450.1 315.5 10,0 0.0 39 1 460.8 357.0 10.0 0.0 40 1 454.3 386.3 10.0 0.0 41 H 447.8 415.5 10.0 0.0 42 H 441.0 449.3 10.0 0.0 43 H 435.0 478.5 10.0 0.0 44 1 357.0 479.8 10.0 0.0 45 H 388.0 476.3 10.0 0.0 46 1 282.0 451.0 10.0 0.0 47 1 - 269.8 482.8 10.0 0.0 48 1 291.8 511.3 10.0 0.0 49 1 327.0 506.0 10.0 0.0 50 H 616.0 485.5 10.0 0.0 51 H 848.0 533.5 10.0 0.0 52 H. 8873 541.8 10.0 0.0 53 H 960.3 521.5 10.0 0.0 54 H 920.3 513.5 10.0 0.0 55 H 8718 503.3 10.0 0.0 56 H 935.5 551.3 10.0 0.0 57 H 9433 567.8 10.0 0.0 58 H 790.5 521.8 10.0 0.0 59 H 670.0 461.8 10.0 0.0 60 H 1042.7 652.3 10.0 0.0 61 H 1023.0 670.0 10.0 0.0 62 G 1112.3 503.0 20.0 0.0 63 G 1167.8 457.3 20.0 0.0 64 G 1229.0 406.5 20.0 0.0 65 C 1334.5 457.5 20.0 0.0 66 C 1284.3 510.5 20.0 0.0 67 C 1395.8 303.3 20.0 0.0 68 C 1437.0 243.8 20.0 0.0 69 C 1320.3 269.8 20.0 0.0 70 C 1239.8 340.3 20.0 0.0 71 A 1145.0 592.5 20.0 0.0 72 A 1192.8 640.0 20.0 0.0 4k' 2 � �001 < LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp ' File Lumens LLF Watts ARCHITECTURAL ARM- ONE 250-WATT CLEAR ❑ A 8 A62 250M SR4W MOUNTED CUTOFF ED-28 METAL HALIDE, Lt110415.ies 20500 1.00 291.6 c LUMINAIRE WITH SR4W HORIZONTAL POS. REFLECTOR, 1 ARCHITECTURAL ARM- ONE 250-WATT CLEAR ❑ B 11 AS2 250M SR4SC MOUNTED CUTOFF ED-28 METAL HALIDE, Lt110399Jes 20500 1,00 291.7 n LUMINAIRE WITH SR4SC HORIZONTAL POS. REFLECTOR. ARCHITECTURAL ARM- ONE 250-WATT CLEAR ❑ C 6 AS2 250M SR3 MOUNTED CUTOFF ED-28 METAL HALIDE, Lt110247Jes 20500 1.00 287.6 n LUMINAIRE WITH SR3 HORIZONTAL POS. REFLECTOR. TWIN @ 90 ARCHITECTURAL ARM- ONE 250-WATT CLEAR 1.00 575.2 F 1 LITHONIAAS2 MOUNTED CUTOFF ED-28 METAL HALIDE, Lt110247.ies 20500 ° 250M SR3/ SSS LUMINAIRE WITH SR3 HORIZONTAL POS. REFLECTOR. ❑ TWIN @ 180 ARCHITECTURAL ARM- ONE 250-WATT CLEAR G 4 LITHONIA A32 MOUNTED CUTOFF ED-28 METAL HALIDE, 1-610247Jes 20500 1.00 575.2 d 250M SR3 LUMINAIRE WITH SR3 HORIZONTAL POS. REFLECTOR. ue EM17 EUROTIQUE ONE 175-WATT CLEAR O H 22 175M ME CTURAL E017 METAL H es 12800 1.00 213.5 a SR2 DARK SKIES LUMINAIRE WI TAIL POS. CUTOFF CLEAR FLAT GLASS LENS. r-� e EM17 EUROTIQUE ONE 175-WATT CLEAR L r I 20 175M ME CTURAL ED17 METAL es 12800 1.00 212.5 SR4SC DARK LUMINAIRE TAIL POS. SKIES CUT R, CLEAR -FLAT GLASS LENS, SURFACE SCHEDULE Reflectances Name Front Batik GENERAL OFFICE 2%n F GENERAL. OFFICE 2 GENERAL, OFFICE 3 2% 2% 2% 2% oleo, a 0 Designer ,JPM, LAC RESIDENTIAL AREA NO LONGER PART OF LIGHTING PROPOSAL r y 1 RESIDENTIAL AREA NO LONGER PART .• OF LIGHTING PROPOSAL STATISTICS Desccripticn Symbol Avg Max Min Max/Min Avg/Min CONAMERCIAL AREA + 2.5 fc 15.1 fc 0.0 fc N / A N / A RESIDENTIAL AREA c N/A N/A PROPERTY LINE TD X 0A fc 0.4 fc 0.0 fc N / A N / A PROPERTY LINE + 0.0 fc 0A fc 0.0 fc N / A N / A ALL FOOTCANDLE LEVELS ARE CALCULATED @ GRADE. ALL FOOTCANDLE LEVELS ARE MAXIMUM (INITIAL) LEVELS WITH A LIGHT LOSS FACTOR OF 1.00 JE 1, qO LONGER PART OF LIGHTING PROPOSAL j NOTE - ALL LIGHTING PREVIOUSLY PROPOSED WITHIN THE RESIDENTIAL SIDENTIAL AREA IS TO BE OMITTED, EITHER FIXTURES THAT j PRODUCE LESS THAN 3,000 LUMENS WILL BE INSTALLED AS PART OF EACH UNIT TO PROVIDE EXTERIOR LIGHTING, OR A SEPARATE LIGHTING PLAN FOR RESIDENTIAL FIXTURES WILL BE SUBMITTED ONCE A PERIOD FIXTURE THAT IS COMPLIANT WITH THE DARK SKY PARAMETERS CAN BE FOUND. � ESIE-INTI L AREA NO LONGER 11DAIRT OF LIGHTING PROPOSAL DENTIAL AREA NO LONGER PART OF LIGHTING PROPOSAL (� �/ -9 0� l 0 25' 50' Me 150' 250' TAll. 'UPARLXTNERS9 LLC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 0 No.239' PROJECT # 0301 SCALE: F)= 50' CON TOT. R IN T'o IOTA DATE: 11-10-03 DRAWN BY- MEK REVISIONS: 2-4-04 3-5-04 SHEET RESIDENTIAL AREA Architectural Arm -Mounted Cutoff FM47 &FM44 Luminaires NO LONGER PART TM Aers � intended Use reactance 150Wandbelowutilizeahig( OF LIGHITING PROPOSAL reactance, high power factor. 175W an( VALENCIA Series ORDERING INFORMATION For streets, walkways, parking lots and above use a constant -wattage autotrans formerbaliast.42Wuses anelectronic higi choose the inofdtace catalog nomenaioture that best suits your needs and write it surrounding areas. Cast Aluminum Posts on the apprwpriate fine. frequency ballast. Ballasts mounted or Example: PA V12 10 ANBK Options NOTE: Features removable powerpositive y with too} -less {atc i ALL LIGHTING PREVIOUSLY PROPOSED and have positive Pocking disconnect 3" O.D. x 3" High Tenon Housing -Die-cast single piece aluminum Ballasts are copper wound and Post sieries Hei ht Finish'WITHIN THE RESIDENTIAL AREA IS TO with nominal'/e" wall thickness. Integral plugs. pp wrh Fber with Low with Gloss r r r r g l()0p/o factory tested. • with Glens Optic with Glass Brightness Refractor with Low BE OMITTED. ID EITHER�sRE '1 t llA 1 Columns Reflector PA V12 7 ANBK Black arm provides easy installation to pole or Chimney Refractor - Brightness d Reflector 10 ANDB Dark Bronze wail. Housing completely seated against Finish- Standard#inish'Isdark bronze (DDB) 4477' h 21 w Post, cast !Aluminum 12 ANDG Dark Green PRODUCE LESS TH. AN 3 000 LUMENS `Y�IL L, moisture or environmental contaminants. polyester. powder finish. Other architec- FM47 FM47HL FO FM47 LBR5 44' h FM44 GR5 ANVG Verde Green ire fora{ colors available. FM47HL GC FM47 GR5 FM44 FM44 LBR5 VALENCIA ANPP Prime Painted ICE INSTALLED AS PART OF EACH UNIT Door Assembly- [lie -cast doorframe, im- _ 410 12" base CM Custom Match tl pact -resistant, tempered, glass lens, 3/16" Socket -Porcelain, medium -base socketRAIL CS Custom S Select TO PROVIDE EXTERIOR LIGHTING , flI A thick, fully sealed with one tubular for AS1, mogul -base socket for AS2, with SEPARATE LIGHTING PLAIN P® silicone gasket. Tool -less entry and clo- copper alloy nickel -plated screw shell and Optional Retractor (GR3 or GR5) center contact. UL fisted. � Cast Aluminum Finial � O [ions RESIDENTIAL FIXTURES �VI�.,I.d BE sure via spring loaded die-cast latches. -C o SUBMITTED ONCE A PERIOD FIXTURE 1 istin ' Optional Low Receptacles Optics -Anodized segmented reflectors g•s - US Patent no. D447, 590. UL List- Hydroformed Polished & Anodiized Brightness Reflector Banner Arms THAT IS COMPLIANT T WITH 7[IIiE, DARK forsuperior uniformity and control. Reflec- ed 4stalndard). CSA Certified or NOM cer- Reflector wi Type 2 Sharp Cutoff (LBR5) Flagpole Holders tors attach with tool -less fasteners and tilled A(see options). Canadian patents optics and Horizontal Lamp - Post Height Custom Logos SKY PARAMETERS CAN BE FOUND. p (only available with FM47HL) are rotatable and interchangeable. pending. UL listed for wet locations. IP (see signage&Acgcessories certified. Meets IESNA full Cutoff Criteria. Porcelain Mogul or Medium Base ; ' Porcelain Mogul or section in the catalog or con - installation -Heavy duty mounting block soaker - Medium Base socket tact Antique Street Lamps) i attaches to pole or wall to provide ease of Cast Aluminum, Hinged Cast Aluminum Ballast Plate For ero r the details and performance data, see the OUTDOOR and Gasketed, �� (removed by loosening one Thumb Screw) u installation as well as ensured alignment binder or the on -fine catalog at www.rithania.cem. - and leveling, �C= - Hexagonal Root `-Aluminum, Hexagonal Lens Frame • t ' r ` with 5uc Lens Panels j NOTES: -.[—Optional Photo Electric Cell, Sutton 1. For finaish specifications and color options, see Finish section in catalog or confcact Antique Steer Lamps. Type (PEB) • Ordering Information Example: AS1 1505 SRZ 920 SF l,Pl 19° Optional Flame ( H.I.D. Ballast Components NeX Optic Arcylic 1 (Factory Prewired) i I j Columns with E Cost Aluminum Ballast Housing — �— -- Brass Holder (FO) t Quick Disconnect Piug Designation Distribution Voltage Mounting, Options/Accessories (e) 1/4"SoeketSetscrews Nigh Pressure Sodium SR2Segmented Type I! 1202083,2403,277 included installed B (e 3"O.D.x3"hTenon ANCHORAGE GUIDE AS1 35S roadway 347, 4803, TB4 SPA Square pole mounting SF Single fuse, 120, 277, 347V (n/a TB)6 AS1 50S SR3 Segmented Type ill RPA Round pole mounting OF Double fuse, 208, 240, 480V Wa TBr Aluminum, Hexagonal Lens Frame AS1 10S asymmetric WBA wall bracket (up or PER NEMA twist -lock receptacle only Optional Decorative Frosted Glass �- Optional Aluminum Slide Out Ballast AS1 100S AS1 150S SR4SC Segmented Type IV down) (no photocontrol) Chimney with Brass Holder (GC) Plate (SOP) T Dia• AS2 200S forward throw, Shipped separately ORS Quartz restrike system (10OW max (only available with medium base -__�! __ _ Opening sharp cutoff AST, 25OW max. AS2, lam not socket with FM44) AS2 2505 p p 6.4' AS2 2505 SR4W Segmented Type !V ASKMA1 Mast arm adapter(Size1) included) (n/a TRT)6 H.I.D. Balast Components g yp ASKMAZ Mast arm ado ter S Cast Aluminum Removable (Factory Prewired) Metal Halide wide, forward throw p (ize2), CH Corrosion -resistant finish Ballast Plate with Thumb Screw Additional mounting and accessories HS House -Side shield 12.5" c Cast Aluminum Removable (size 2 only) (Loosen only) AS1 50M available, consult factory 7---- Access Door AS7 70M SR5S Segmented Type V EC Emergency circuit Cast Aluminum Ballast Housing f Door , _ AS1 100M square TP Tamperproof SC;WA Super CWA Pulse Start Ballast NOTE: See Illustration B for L Steel Safety Cable Opening AS1 950M p (not 4.5"fti Standard Ballast Housing Detail. 4" x 6" x 6.5 H. • ,par rram vv,ca: available with HPS, TRT or 50m Drilling Pattern (A j C Opening for - \._.�' Door O g -•�� , Anchorage and AS2 2g0A41 t Must be ordered withscwAoption- (see pole ordering pg. 358J 175m) Wiring Access AS2 250M2 2 May be ordered with SCwAoption. DM19 A$ 1 at 90, LPi Lamp included (standard) AS2 326M1 3 Consult factory for oval lability in can ada, y; AS2 350M1 4 Opfionalmulti-tapbailast{720,2Q8,240,277V;120,277, DM28-AS 2 at 180° LAP Less lamp ORDERING INFORMATION Example: FM44 76H MED ACT GR5 120 ANBK PEBi 347VinCanada). DM29-A$ 2 at 90° CSA CSA Certified Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. AS2 900M2 5 Mounting kit standard. DM39-AS 3 at 90° NOW NOM Certified g' Dia• Compact Fluorescent 6 SF,DForOASoptionscannotbeorderedtogether. ° For optionalarchitecturatcolors,saepage349. 7 Consultfactoryforavailability. DM49-AS 4at90 —� AS7 42TRT Shi ed z Bolt Circle 1120, 277, 347V only) DM32-AS 3 at 120° (Round P!� se separately SerleS wattage/Lamp DlSfrli�UflOn Voltage ( Finish Options poles only} PEI NEMA twist -lock PE (120, 208, 240V) H.I.D. ballast & socket FM47 and FM44 only PE3 NEMA twist lock PE (347V) FM47 SOH MED 50 watt Mercury Vapor (blank) Type V 120 ANBK rBlack GC' Decorative Glass Chimney- FM47HC 75H MED 75 watt Mercury Vapor GR5 Glass Refractor, Type V 208 ANDB [Dark Bronze IV Acrylic Flame Optics IPE4 NEMA twist -lock PE (48OV) FM44 100H MOG Too watt Mercury vapor GR3 Glass Refractor, Type Ill 240 ANDG [Dark Green HS House Side Shield �- ANVG [Verde Green 1" VDOT SM 9.5AASPHALT WEARING COURSE Dimensions are shown in inches (centimeters) unless IPE7 NEMA twist -lock PE (277V) 175H MOG 175 watt Mercury Vapor LBR5 Low Bright. Refl., Type V 277 PEB1 Photoelectric Cell button 120v 4 5 i otherwise noted. 347 ANPP IP one Panted PE$2 photoelectric Cell button 20$240,277v 50M MED 50 watt Metal Halide 2 VDOT BM 25 ASPHALT BASE COURSE D AST AS2 SC Shorting cap CM (CustomMatctl = _ 70M MED 70 watt Metal Halide Lens Material 480' t," S (Catam�ct SF Single Fusing . 2 Length 21.38" 28 AS1 VG Vandal guard (Size 1) 1 DOM MED 100 watt Metal Halde jg' IRALcGas pF Double Fusing Width 12.5- 1625" AS2!VG Vandal guard (Size 2) 150M MED 750 watt metal Halide ACT Acrylic, Clear Textured (Standard) sop Slide Out Ballast Plate w/ Access Door 175M MOG 175 watt Metal Halide PCT Polycarbonate, Clear Textured (See illustration C) 1210 L ! Height &28" 8.2a' For temon slipfaters, consult factory. o _ " 1 35S MED s5 waft High Pressure socrrum APM Acrylic, Prismatic NOTES. F-- — �- 8 COMPACTED VDOT 21 A STONE BASE SOS MED 50 wait High Pressure Sodium PPM Polycarbonate, Prismatic 1. Mullf-tcnp Ballast (i20,208,24Q277v) and 480v, For wattages under Hot Dip Galvanized 70S MED 70 watt High Pressure Sodium ACS Acrylic, Clear Smooth 70s, X M or I00H contact ASL for availability. 1005 MOG 100 wait High Pressure Sodium PCS po{ycarbanate, Clear Smooth 2• For finish and color options see Finish section in catalog. L-type Anchor Bolts 150S MOG 750 watt High Pressure sodium 3• FM47HY is a FM47 with a horizontal lamp and reflector in dome. (4 per Post) FM4714 is required when using options GC (with MOG) or FO. 42TRT 42 waft compact fluorescent . ANTIQUE Street Lamps (See illustration A) 4. Distribution options only available for FM47 and FM44, not FM47HL. ANTIQUE Street L a -p COMPACTED SUBGRADE 2011 -e ry nundberg Ln.-Roan, rx 7875o Ph (sr2) 977-B444 (See illlustratlon B) ---� _ CITRON/A u=HT/NG 2011-B W. Rundberg Ln. - Austin, 78758 • ph(512) 977-8444 fox(572) 977-9622 e TYLE �LI `ly CHIT FI COACH -STYLE L11�IT �®LE ASIDHALT �AV�N� DETAIL PLAIDKINGJLXLOT SLIGHT COA C HI � �TU� � C011�IlVIERCIAl A ONLY RESIDENTIAL AREA RESIDENTIAL AREA RW-3 F 4 , PANTEDE WITH ASPHALT SL�cy 111 z F NOT. LESS Tie,%; 4' Y4" PREMOLDED ( ( g JOINT FILLER ( U OF WALL o I ABACK o u �„X6„ H2O - S16 LIVE: LOAD a WATERSTOP A "Xg" TOP OF W L DECK SURCHARGE - LOADED - WATEF 4"X4" SEE DETAIL KEYED JOINT # HEIGHT OF WALL "H" IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE B-AH COMPRESSION AT TOE LBS. SO. FT. AREA OF SECTION SO, FT, 3 1'-0" 1'-g%., 856 4.83 4 1'-0" 2'-4Y4" 1141 7.43 5 1'-0" 31-0" 1427 10.63 6 1'-0" 3'-71/4" 1712 14.43 7 1'-0" 4'-2%" 1997 18.83 8 1'-0" 4'-9%" 2283 23.83 9 1'-0" 5'-4Y4" 2568 29.43 10 11-0.1 6' 0" 2853 35.63 11 T-1 1/4. „ 6'-71/4" 3139 42.98 12 11-2 3/8 " 7'-2%" 3424 51.03 13 V-3 5/8 " 7'-9%" 3709 59.78 14 T-4 3/4• " 8'-4Y4" 3995 69.23 15 11-6" 9'-0" 4280 79.38 WEEP HOLE WITH 12"X12" PLAST40 HARDWARE CLOTH 1/4' MESH OR • �' OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 � MESH HARDWARE CLOTH ANCHORED n ° ' • °• m FIRMLY TO OUTSIDE OF STRUCTURE.-' ' 12" POROUS BACKFILL 2 100 LBS./CU, FT. jj2 3" DRAIN PIPES W APART- B - 6/10 H �6'. SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM - .... ................................................................ 10,000 - 20,000 LBS. SO, FT. GRAVEL AND COARSE SAND, WELL CEMENTED ..................... 16,000 - 20,000 LBS. SO. FT. CLAY IN THICK BEDS, ALWAYS DRY•••••••••••••••••••.••-•••••••-••••••• 12,000 - 16,000 LBS. SQ. FT. CLAY IN THICK BEDS, MODERATELY DRY ....................... ^••^ 8,000 - 12,000 LBS. SQ. FT, CLAY, SOFT .......... ........................................... i...................... 2,000 - 4,000 LSS. SQ. FT, SAND, DRY, COMPACT, AND WELL CEMENTED •^•^^•^••'•••^^••• 8,000 - 12,000 LBS. SQ. FT. SAND, CLEAN, DRY•'.•.•......•.••...............•......•...........•..........••.. 4,000 8,000 LBS. SQ, FT. ALLUVIAL SOILS, ETC ... •••••••.."......................... .......•..........•. 1,100 - 2,000 LBS. SQ, FT. NOTE: iF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. CONCRETE GRAVITY RETAINIING WALLS SREFER EN INFINITE SURCHARGE AND DECK SURCHARGE - LOADDED 506 401.02 VIRGINIA DEPARTMENT OF T?ANSPORTATION )iE WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. NS' PREMOLDED JOINT FILLER -- EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. *)t " X 91i WATERSTOP- SEE DETAIL HEIGHT OF WALL "If' IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE B-AH COMPRESSION AT TOE LBS. SQ. FT. AREA OF SECTION SQ. FT. 2 1'-0.. T-0" 627 2.63 3 " P-2%" 1009 3.93 4 " 1'-7V4" 1369 5.83 5 " 2'-0" 1709 8.13 6 2'-4,Y4" 2049 10.83 7 " 2'-9%il 2385 13.93 8 3'-2%.. 2720 17.43, 9 3'-71/4" 3054 21.33 10 " 4'-Q" 3386 25.63 11 4'-4Y4' 3718 30.33 12 4'-9%" 4050 35.43 13 " 5'-2%" 4381 40.93 14 115'-71/4" 4712 46.83 15 6'-0" 5043 53.13 l RW SURFACE OF JOINT A-T PAINTED WITH ASPHALT _ NOT LOADED, , BACK OF W L 4' r TOP OF W Q r 4" X ,4n KEYED JOINT I TOE OF WALL X 6„ WATERSTOP H '- HEIGHT IN FT. V D . A•-1' BASE - 4/10 H ° D EARTH - 100 LBS. + + CONCRETE - 150 LBS, : , ANGLE OF REPOSE - 1 %2:1 WATERSTOP ° v. DETAIL ' , # 78 OR#. 8 AGGR. o ' D ° o MIN. GRADE 3„ DRAIN PIPE + w , a 8' APART ' . ' 12" POROUS BACKFILL 0 100 LBS./CU. FT.--`, WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WiRE DIAMETER 0.03",*4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE, - SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM ........... ........................................................... 10,000 - 20,000) LBS. SO. FT. GRAVEL AND COARSE SAND, WELL CEMENTED .....................16,000 - 20,000 LBS. SQ. FT. CLAY IN THICK BEDS, ALWAYS DRY ...................................... 12,000 - 16,000 LBS, SQ. FT, CLAY iN THICK BEDS, MODERATELY DRY., ............................. 8,000 - 12,0001 LBS, SQ. FT, CLAY, SOFT .................................. .................................. ........ 2,000 - 4,000 LBS. SO. FT. SAND, DRY, COMPACT, AND WELL CEMENTED ........................ 8,000 - 12,000� LBS, SQ. FT. SAND, CLEAN, DRY.................................................................. 4,000 - 8,000 LBS. SQ, FT. ALLUVIAL SOILS, ETC........................................................... 1,000 - 2,000 LBS, SQ, FT, PECIFICATION REFERENCE 506 N t V D fR D + Q Q D 1, 3„ r + rA D r a D'� v D D V D , V 8 - 4/10 H 6" NOTE: IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING i5 TO BE OSED. DEPTH OF WALL IN GROUND DETERMINED BY CONDITIONS. TO BE NOT LESS THAN T-6", CONCRETE GRAVITY RETAINING WALL - LEVEL BACKFILL VIRGINIA DEPARTMENT OF TRANSPORTATION 401.01 CIVIL ENGINEERS LANDSCAPE ARCHITECTS ,AND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 0� �Zvi l" i� �O � ell• . Fralnklin Lic. No. 35326 ' 4w' t4 PROJECT # 0301 SCALE: VARIES CONTOUR INT: NA DATE- 11-10-03 DRAWN BY: MEK REVISION& 2-4-0 3-5-YJ►4 45" max A2 L PLACE 5 GALV " WITNESS " POST PAINTED GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ' ! BLUE TO INDICATE VALVE LOCATION AS DIRECTED- MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. n° I , ma SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. I ° ` PLUG I c d i a FINISHED GRADE � o PER 824 w 8" INITIAL BACKFILL 8 24 IN MIN. I i •(nl° n. 44' IN. yau�µx / �...1 Y 1-TEE 5' 5 6" BEDDING i' 1 1 -►1 10' yY' k #6$ STONE o I j • - ---- 17-s- --•-1 s'Mlw. 4 . 6' MIN- I I ADJUSTABLE VALVE BOX W! LiD .. o * STABLE SOIL ROCK FOR ALL BENDS FOR' OR WYE FITTINGS I I BINGHAM & TAYLOR FIG. N0.4945 ,� *SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL WIDEN TRENCH To ----" t1 (SCREW TYPE)ORAPPROVEDEQUAL NO SWEATED ACCOMMODATE Z e (FLAREooNLrv) STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ANCHOR IF _ oQ a°' •" DUAL SERVICE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF REQUiREn. N WATER SEWER #68 STONE. min z .• ea -� BEDIDING AS � REQUIRED I p M II Sia•rmE SOFFCOPPER i� FOUNDATION iN POOR SOIL UNDER -CUT CONDITION _ s `'` LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)\\ PLUG 45' 4 - - - M.J. GATE VALVE MIN MIN- T T 18'MIN. EASEMENT WIDTHS: WATER OR SEWER ONLY-20'MiNiMUM 4 IN INITIAL BACKFILL 4 MI SECTION 1-1 SECTION 2-2 - - UNSTABLE 8" - - -_ -_ - - �-"r--- v.s ---►j .:• WATER &SEWER 30'MINiMUM $" 8" 8" SOIL MIN- MIN. MIN MIN. SINGLE SERVICE • p. 37' IN. NOTE: i) SADDLES SRALL BE USED ON PVC PIPE 1 LATERAL E1EniE SPAS 68 STONE z THE SHALL ) #PIPE DEGREE BEND DlMENSIIONS VOL TEE AND PLUGS VOL. ,� u -. � C AS NOTED CA:>flRON D -, S AS ECOPP ' IX EPT `- IZE THE ERSETTER:. 4,` rqc`. ;�,.• 68 STONE :- =,.yy,r SIZE OF {FEETp CU.Yp. (FEET) CU.YD. ABOVE OF2UNLESS orHERm�sEAPPROVED. BEND L H T L H T WATER Id t LINE WINGNIiTLOCKINQASSEMBLY �y FINISHED GRADE * SEE PART 3, PARAGRAPH D; SEPARATION OF WATER &SEWER LINES. S A S IL {iCK' STABLE SOIL OR ROC 90 2.50 2.50 301 024 } 1Y MIN. �1 i i 'r iii'ii X.A. II EXTENSION SI 2M SERIES BOX WITH 4"&6" 45 2.00 2.25 2.60 OAS IMBUM C.OUPLING XTENSIONORAP �xQU 22 2.00 2.25 2.50 0.15 1 _-i MUEILER +�soea{(i iiz LLOOCKWING - 111/2 1.50 2-00 2.50 0,10 T 111/4 1.50 2-00 2.50 0.10 CONCRETE IvALVB NOTE 90 3.66 3.16 3.21 0.48 2500P.S.1, BYPASS FORo NONO.LOL'A{1� 1. NO ROCKS SHAL i, BE ALLOWED WITHIN 24" OF THE WATER LINES. 6" 45 2.68 2.66 2.77 o.2s q 2'X 2' BEARING AREA. NO. L42-SB i i ' COPPERSERER {PtACBfl ON STONE) U11UTIESCROSSINGAWATERORSEWEREASEMENTSHOULDBEAT 2- ER T " IN ANY DIMENSION SHALL B ALLOWED 11114 1.66 2.16 2.69 0.13 3.16 2.91 2.68 0,32 THRUST BLOCK d No.Lo27r NO ROCKS LARD THAN 6 E 111/4 1.66 2.16 2.67 0.13 a- oRAPPRovmEovAe, 1ORAPPROVED V NOTES- go'TO THE RIGHT OFWAY ABOVE THE INITiAL BACKFILL. � �f) 46 3,33 3.58 3.96 OA3 a a a - METER 3-THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 45 3.33 3.58 2.95 0.43 1.PROVIDE A6"THICK GRAVEL BED BENEATH THE METER VAULT. 10" & 12" 3,83 4.00 2.83 0.52 A 4- NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 221/2 2.33 158 2.86 0.24 ° c 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR IN -PLACE VAULTS SHALL BE 4 - IN THE TRENCH. 111/4 1.83 2.33 2.84 0.18 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 4e� NE� Y I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE :CHANGES DIRECTION, CHANGES 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED CORPORATION STOPt8f4' r i irr z•) WATER PROOFING COMPOUND. MUELLeR No. li 15000 5- BELL HOLES Sit.:_,_ BE DUG OUT IN ALL CASES. FORD No.>�aB,oR SIZE, DEAD ENDS AND AT VALVES. NOTE : IN REMarE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. APPROVED EQUAL pp"" 2. USE 2500 P.S.I. CONCRETE. UTILITY LOCATIONS & EASEMENT WIDTHS 3.THECON NO ULTINGENGINEETE SHALL BE RSHALLBERESPOURED ONANY RESPONT OF SIBLE EJOINT DUCTILE IRON WATER 4. THE CONSULTING ENGINEER SHALL BE RIESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF -� �+ TYPICAL SERVICE � � _ ALL THRUST BLOCKS. TYPICAL PiCAL GATE VALVE I I P�CAL w7E(1V�CE LATERALNSTALT�Il� NTS PiPE INSTALLATION & BEDDING CONCRETE THRUST BLOCKS TYPICAL METER VAULT {'I 1!2" METER) FiG. W-1 NTS NTS NTS NTS FIG. W-5 NTS FIG, W-6 �I FIG, W-2 FiG. W-3 TT ° FiG. W 7B MOO lie i FRAME & COVER COVER LIFT NOTCH (SEE FIG. S-I-D,E) 14 1/2" 12 3/8" SIZE BRANCH AND VARIES STREVALVE BOX 12 1/2" VALVE THE SAME AS NON -PAVED SURFACE ARE OR WATER MAIN NOT CONTAIN ROCK MATERIAL REMAINING BACKFILL SHALL SLOPED AREA NOTE: HYDRANT MUST BE 36"MIN LARGER THAN 6" IN ANY KENNEDYGUARDIAN(K81A) EQUIPPED WITH CHARLOTTES- DIMENSION WATER MUELLER CENTURION (A-423) VILLf THREADS WHICH IS M.J. PLUG 1'- O" MAX 1 ORAPPROVEDEQUAL THE LOCAL STANDARD. VARIES 24"MI INTiAL BACKFILL* LENGTH OF BRANCH VARIES CAST IRON LID 6 MIN 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED 18" METER BOX {270°) 2'To10 "' , °;a BY HAND OR APPROVED "WEDG-LOK" TYPE .„ SPRING LINE �` MECHANICAL TAMPER RUBBER COATED STEEL VALVE OF PIPE 1 ) PROVED HAUNCHING EQUAL STEPS ©ASTP N PLACE 3'-0" MIN 7 CU. FT WATER MAIN GRAVEL I ROOTEE VALVE N0. 68 STONE PRECAST REINFORCED BEDDING 6" max 4» min CONCRETE SECTIONS 12'; MIN �`L 36"MIN " VALVES /T FOUNDATION (SHALL BE "O» RING SEALS e 16 MAX ON-LINE REQUIRED WHEN SOIL (TYPE 1,B") CONDITIONS ARE UNSTABLE MiNiMUM ELEVATITGAON ALL PIPE) DIFFERENCE ACROSS M.H. 5" 4'-0" TEE 6" FROM INLET TO OUTLET 5' 18" 25DOPs.LCQNCt� rE ° . ^`° ° SHALL BE 0-20 FEET. BASE ANDTHRUSS �wp;;o,, ;,A.,•,'° �_� . °. VARIES 6" EXTENSION BLOCKAGP3NST VARIES THREADED FOR COUPLING DEPTH OF FLOW CONCRETE UNDISTUR13EDS •\3LE ANDCAP CHANNEL TO BE FILLETS SOIL. PVC SLEEVE NOTE 3/4 DIAMETER OF 6" STEELPuE -- CONTRIBUTING -- - - 3WTHREADEDRODSTO METER BOX (SEE FIG. 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SEWER. - PIPE SLOT BROOKS WHEN THE SOiL it.: DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. - (2 PLACES) AHYDRANT IS �'1ATEDINAFILLANCHOR `r NO. " FLl-ED ENTIRELY WITH NO, 21A STONE. <" 4 a °8 - 12" RODS THRUST BLOCK A FILLETED INVERT FOR A SMOOTH a 2200 SERIES THE VALVE TO, `cHYDRANT WITH 2-3/4' ORASPHALTCOATEp 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED THRFJ�DEpROL,°iNADDmoNTOPouRING T �j LDX �_l Dl% A AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 TRANSITION OF FLOW BETWEEN CONCRETE IFN r;ESSARY,ASTEEL PILE VALVE BOX 2" PIPE SLOPED ' 1ONE SHALL BE PROVIDED- INLET & OUTLET PIPE SHALL BE PAIRTI�T�� L C SHALL BEUSEDt,.SADDITIONAL SUPPORT TO DRAIN IF PROVIDED. MIN. 6" BEDDING '�� u� GRADE ALLOWS 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6» 9 M.J. FITTING BEDDING OF NO. 68 STONE NOTE W f NO. 68 STONE NOTES: ( 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE ER (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH NOTE: - 2" GALV SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOiL CONDITIONS. Cg�� i��a�l�ES 6" EXTENSION OR APPROVED EQUAL. 1. SURROUND WEEP HOLES WITH GRAVELAND KEEP FREE OF CONCRETE. ' e VARIES VARIES PIPE 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE LANDSCAPE ARCHITECTS (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLQR No. 6015-8 2. MAINTAIN ATMIN. COVER FROM THE MAIN TO THE FIRE HYDRANT : �'a OR APPROVED EQUALSE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24 (INCLUDING DITCHES) EXTENDED OR NON -EXTENDED BASES. LAND SURVEYORS {3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED !N THE LID. 3. FINISHED GRADE SHALL SLOPEAWAYFROMTHEFIRE HYDRANTAND 2"THREADED TAP TYPICAL SEWER PIPE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED vALVEHOX. INSIDE AND OUT. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. PLUG INSTALLATION IN TRENCH Z00 6th STREET, NE IT IS NOT ALLOWED IN THE DITCH. DEAD END TYPICAL MANHOLE SECTION �PHItLOTTESVIL[,F FAX 434-VIA 6 90z „ NTS SHOWING BRANCH TIE-IN �x. 434-895-6496 FAX 434-29�i-b497 TYPICAL METER BOXES (TYPE A) FIG. s-3 (5/8"-1" METERS) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL BLOW -OFF ASSEMBLY NTS FIG. •S-1-A �sALTIf 0 N.T.S. 01y y NTS FIG. W-4 NTS FIG. W-7 FIG. W-8 !'annul Lic. NO.35326 vcd lI-Ivc3 ��Ssj�NAL {� ROADWAY SOLID COVER SHOWN PERFORATED AVAILABLE IF FRAME &COVER SEE FIG. S-I-D, E SPECIFIED I I I STREET SURFACE OR Lj I I NON -PAVED AREA z � I Pq� p SLOPED AREA + 81id1 "WEDG LOK" TYPE RUBBER COATED SF �¢ I PAVEIMENT . 2'-0" • , STANDARD LETTERS = � �� _ IAM V-0" MAX n STEEL STEPS OR APPROVED EQUAL UNLESS OTHERWISE - I_T CAST IN PLACE SPECIFIED i • I � PRECAST REINFORCED CONCRETE 3000 PSI CONC. BASE DETAIL / r �- SECTIONS WITH "O" RING SEALS �/ COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS 36" MIN OR APPROVED EQUAL BENCH SLOPED TO FLOW T MANUFACTURED BY ADVANCE PRODUCT CHANNEL 1 /4" : 1' MIN 36" MIN. 0.25" MIN. THICKNESS SYSTEMS, INC., MODEL SSi, St; OR S-O" MIN , ; d a;' TOP OF COVER STEEL CASING APPRO EO EQUAL. /JCCS-!905, OR THE DROP CONNECTION SHALL BE --' BOTH CONCRETEFILL PROJECT # 0301 ONE OF THE FOLLOWING: D ° 5" a. DUCTILE IRON PIPE (CLASS 50) ° � .. � � BOTTOM OF COVER , b. P.V.C. PIPE BACKFILLED IN 6" 12" MIN LAYERS &COMPACTED BY HAND. 1 BRANCH I 2'0" T-0" 9'-0" 2'-0" 2'-0" SCALE: VARIES 16" MAX TAMPERS. 12" `_14 - 7� - ,. 5" f CONTOUR �� LJ JCL INT: �v p MINIMUM ELEVATION DIFFERENCE / Q I DUCTILE IRON PIP 18' JOINT OF' D.I. _ I 12"MIN 12"MIN : A ACROSS M.H. FROM INLET TO a� VARIE OUTLET SHALL BE 0.20 FEET _� ° {PUSH ON JOINTS A FILLETED INVERT FOR A SMOOTH � _ 2' 1/2" ��o ��®�®"®� TRANSITION OF FLOW BETWEEN �; I NOTE: 1 STEEL � EVER IS GREATER, OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF DRAWN BY- v TWJLEJL"�. A - _ INLET & OULET PIPE SHALL BE $ ' PROVIDED. MINIMUM AVERAGE WEIGHT I SUPER CAST, INC. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY �j' •� �g /� �p� t2" > A. D A., p D' p ..° tl; D' RING 19O fbs. M DEL NO. ED RCR-2001 ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL, QUAL 3/4 DIA OF LARGEST NOTE: COVER 120 lbs. WATER PIPE IN MANHOLE FLEXIBLE CONNECTION 310 lbs. MIN, 6" BEDDING WITH NO. 68 STONE WITH STAINLESS STEEL ALL CONNECTIONS TO TYPICAL STEEL SLEEVE INSTALLATION NOTES: BAND EXISTING MANHOLES SHALL 25 1 4" UNDER ROADWAYS w BE CORED AND A FLEXIBLE 23 3/4" 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE -j CONNECTION " BOOT " 23 1/2" N.T,S I-- 1 3/8" FIG. W-10 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. � INSTALLED 2 11W Z THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE O EXTENDED OR NON -EXTENDED BASES, it 2 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 7 1/2" H--2 3/ 4 3/4" SHEET } 4- SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE //I DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE PLAN I „ 22 1 /4" i T ��-- 4 3/8" 24- SHOWING BRANCH TIE - IN 3314" TYPICAL MANHOLE WITH DROP CONNECTION NTS FIGS I-C FIG- S-1-B TYPICAL MANHOLE FRAME & COVER NTS FIG S-I-D OF �� SMALL OR MEDIUM TREES 12ft O.C. — 1 CALIPER SIHRU SOD TURF 81ft O.C. COVER GROUND COVER PLUGS 1 ft O.C. (e.g. PERIWINKLE 11'�vv (7-1) \A A)I PACHYSANDRA,, 3" MINIMUM SHREDED HARDWOOD MULCH 50% SAND/30% TOP SOIL/20% LEAF MULCH OPTION 1 MULCH PLANTING BED OPTIONAL SMALL OR MEDIUM TREES 201' O.C. 1 " CALIPER SOD TURF COVER J." 50% SAND/30% TOP SOIL/20% LEAF MULCH OPTION 2 TURF COVER NATIVE GRASSES/SEDGES- PLANTED IN PLUGS AND OR SEEDED OPTIONAL SMALL WITH HEAVY STRAW MULCH COVERED OR MEDIIUM TREES WITH EC-2 EROSION CONTROL MATTING. 20' O.C. 1 CALIPER SOD TURF - COVER 50% SAND/30% TOP SOIL/2,0% LEAF MULCH *EXAMPLES: REDTOP, BLUEJOINT, TUFTED HAIRGRASS, BIRDSFOOT—TREEFOIL, SWITCHGRASS, & WILDFLOWER MIX OPTION 3 SUITABLE FOR CONDITIONS. WILDFLOWER MEADOW BIOFILTER VEGETATIVE COVER OPTIONS NO SCALE WR-14 j:\RUES\07OWSM1ES\74558\GURRENT WORK 9252002\WORD&M CRWTER APPENDICES AND FIGURES 9272002\CIW'TER 05WES\WR-14. BIOFILTER VEGETAIUVE COVER OFMONS.Dwo CU7455B 09/30/2002 16:39:02 MUE HSIWW-FW.CU, RF: NONE HDPE structural plastic A 3. Trash Rack Assembly manufactured Solutions Inc. [694 Top of riser Elev. A —A NOTE: CUSTOM SIZES AVAILABLE UPON REQIUE$T 240 Me�hee Road PART NO At\ PL4STIC 84 PYRAMID P.O. Box 4386 SOLUTIONS Winchester VA 22604 TRASH RACK PYD 84 540-722-4694 WITH CONCRETE R15ER 2' FREEBOARD OR 1' W/EMERGENCY SPILLWAY OUTLET PROTECTION W/WATERTIGHT CAP (TYP)-----, A -w DETENTIOI LUCK BIO=FILTER ORIFICE 1' ABOVE MIX OR TESTED AND v SOIL MIX APPROVED EQUIVALENT (MIN) 15'-0" (M'1w____ �_6- 4"-6" NON —PERFORATED UNDERDRAIN GRAVEL PERFORATED PVC PIPE 0 1 % (AASHTO M43, 1/2--1 SCHEDULE 40 PVC PIPE SLOPE (MIN) WRAPPED IN FILTER FABRIC OR EQUIVALENT @ 1% SLOPE (MIN) TO DI OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH 0 20 ft O.C. CROSS SECTION NOTES: 1. THE NEED FOR ADDITIONAL PAVEMENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. 2. PROVIDE 1'-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN BIORETENTION AREA, DI IN PAVED AREA (INDICATED), OR STONE WEIR DISCHARGE TO STABLE CHANNEL OR STORM DRAIN. ALTERNATIVE TO EXTENDED DETENTION BASIN NO SCALE WR-15 9/30�2(L �_1&43:15 GRIDDLE E.11,16 RE! NONE LARGEFLOW PYBASS PAVEMENT —/ SEE DRAWING 4 FOR OTHER INLET OPTnONS, CURB / PAVEM E MUST SLOPE S THAT RUNOFF NTERS ,r—STONJ PROTEC11ON TO BIOFILTE ------------ ---------- - --------- --------- -------- - ---------------------------- ------------------- 4"-6" PERFORATED OUT PROVIDE CLEAN — )UT SCHEDULE 40 PVC AT 50' INTERVALS AND D PIPE OR APPROVED AT END OF PERFORATE_] EQUIVALENT @ 1% PIPES SLOPE (MIN) TO DI OR STORM DRAIN PLAN STONE PROTECTION 0 INLETS 4" BELOW SEE DRAWING 5FOR VEGETATIVE PAVEMENT TO PREVENT CLOGGING COVER OPTIONS. PAVEMENT 3:1 SLOPE (MAX) CLEAN —OUT DROP INLET SOD TURF W/WATERTIGHT lf SEE NOTE 2 SEE NOTE 1 CAP (TYP) LUCK BIO—FILTER MIX OR TESTED AND APPROVED EQUIVALENT 1 (MIN) =4 15'-0" (MI 4"-6" NON —PERFORATED UNDERDRAIN GRAVEL —6- PERtFORATED PVC PIPE @ 1 % (AASHTO M43, 1/2"-1-) SCHEDULE 40 PVC PIPE SLOPE (MIN) WRAPPED IN FILTER FABRIC OR EQUIVAILENT @ 1% SLOPE (MlfN) TO DI OR STORM DRAIN PROVIDE ACROSS ENTIRE WIDTH @ 20 ft O.C. CROSS SECTION NOTES: 1. THE; NEED IFOR ADDITIONAL PAVEMENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO BOTTOM OF BIORETENTON jAREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS. :2. PROVIDE 1'-0" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE. OVERFLOW STRUCTURE MAY BE DI IN BIORETENTICON AREA, DI IN PAVED AREA (INDICATED), OR STONE WEIR D)ISCHARGE TO STABLE CHANNEL OR STORM BIOFILTER DRAIN. NO SCALE WR-1 1 J;\FILE-,\07000SERIES\7455B\CURRENT WORK 9252002\WORD&CAD CHAPTER APPENDICES AND FIGURES 9272002\CKAPTER 05\APPENDICES\WR-11, BIGFILTER.I)WG CVNXNCWN 0113012002,1 _119RIDDLE _ R'NONE PROVIDE MINIMUM OF 1' OF FREEBOARD FROM DI TOP TO RAMP SOIL LAYER UP TO TOP OF BERM. STRUCTURE MUST LIP OF STRUCTURE OR L PASS 10—YEAR STORM WITHOUT PROVIDE P PROVIDE STONE PROTECTION OVERTOPPING BERM ROI AROUND STRUCTURE AROUND DI STRUICTUjRE UP TO 1' > A, I it f-, A _j OVERFLOW STRUCTURES WITHIN THE BIOFILTER NO SCALE WR-12 xxxx PARTNERS, EEC CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 (0,4, o A n in Lie. No. 35326 4P gr" AL PROJECT # 03011 SCALE- VARIES CONTOURINT: NA DATE: 11-10-03 DRAWN BY: AEK 711t,"EVISIONS: --Jl VICINITY MAP V- 20007 - � I I r., , ._-_ � I . � "I q 1� . _11/�i' ,�. , 0� - lb�� cl)�, �l Q - 1�� ,,, _1 �'�'ti "TMP 61-129B ALDERGATE - ',��, Llq,_�PMETHODIST CHURCH __ I�F 1�1 �, -361 PLAT , "" D.B. 953 P. 359 1 ��,��,_ . , �, - -_1-1- ,,�,�,��:.�, _ ------ 1--l- , '_ , ��, " ZONED CO I R � \ - I , �'� � 31 �1'1 10 - LIMITS OF , I . 0 WORK, TYP. - � , 0.01 0. � - , I , MU _,., ,." , , I � _, I _\0 << 1;�,"",_ 00 - I.." 111- - �,__ 11.1 . - I , I1, �"- �,,_ -,, . 11 - 1, J�.,�l I- .1 .. 00N;F,_�; , _ _ \ 1, 1l 'o'?,&"o�) , . ", � I" 8im I `��,� . �. , 1. i�,Xl' I �/� �,_' I ..�l \1111 '��", ''I. I . _11 11 ,is - I I.— eO ��, N-)- PS "'" ,.�_ -, -, ."I'l- __ 1, \ 'I" , � "I. 11, .11 11 - - ---- __ I—_ , ,� _ 11 I I . ..... __ - 04-o" -e-p 0 S - I I ,-' - - _ ... _ ___.____._, li� V - & . '_ 1. ____� - �l 11 � . � -111--,-, .Q , ,- -1. .... 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"I, I _ .. 3 ", tv .. , /'" I I x I�,�I i11 i�1,-� I� , 11 I � ADJACENT OWNERS TO COOPERATE\ I , , , I , , , " - 11,I, " � �,, . I I I .- \ I ki i I . I i i I REGARDING EASEMENTS FOR SAFETY - � ", '1� I 11 I., 'L I f �l �l i - , \ .� I " \ , / 1V / , , , � � �, \ 1. �� 1 I X FENCE INSTALLATION AROUND 44 I/ I , \ , 1, . 1� %, 1, I , -� , *. � � x DETENTION BASIN , � I , \� � 'X .. . . . � � N� \ ,v' I � I n, � ,> I '11- I I I ; . \11 \ � I 1� I \ � / , 1, / � I'v �l I ", % 1, \ .. � "�\, \ X � , \ I %V, I , A, 11 \ .. ,;�ll " " t � I." . � , I ,�, � N v k ,� I 1.1 i� % �l I / �� - , I. / , , " \ I � , I I , \,� I � , , � , % , I �% 11 f �t � ��NSTID .,A,,� SEQ .lN (I\ UCTION UENCE LEGEND I \TOTES .�, I II.�1�I\ ,,I'1�1,1\,,,\,/� lll� \ I , \ � I A li . , ., \ \ . 11 I 11 1'� - I , I I I ... , '' � I � \., I �� \1' ", ,� � .� ,�N� I '_, , . - 11 I , I , N � P i � -1 \,, I\, -�ll .11 , / ,,� "', 1. ESTABLISH CONSTRUCTION ENTRANCE AT THE LOCATION OF THE PERMANENT ENTRANCE TO THE SITE. 3.01 SAFETY FENCE . UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE � I. I I . , 1. 41. , " CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUMSTANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND ,�"l ", " 11 � I , � , I - - � , � � " , \ I , ."". , , � , " ,, \� . �,, .1 A \ \ - _�_'�', I (�� ', � , %% . �," .11 "." � , , �., \, I ,� , � \, I SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. " , � , ,� \ I 1, r" � \� � I , � � " I , 2. CONSTRUCT 48"AND 24" RCP CULVERTS Uk".)ER PROPOSED SEDIMENT BASIN. I 1 ,i \, � \ I 1 " ., � i � � 1, I I it , . I-, �/ I I , . s �, \\, -,,,, . <4�_l , I � . , ,,- %, ,,� I 1� I I . I - I- \ ,� � , 1,, . 1, *. , I , , 1 7 , , \ I," I � '. �pli, I \ , "I , , , I 1. t., 1� I � � , I , , I N \ V, " , � 3,02 CONSTRUCTION ENTRANCE �,'. I , i I I ,� , �, _. � . , ) ,� _ � ." , \ �1� I .11 . _J I \ 1 - � , I 1 1 � , I I ',� ,� �., '1�1 I ; \ �.� , I'\ %1, �, I 1� p, �%_,_ r" 11. ,� � \ 11 , I ..'� � .��. %, , .1 I � " \ 1, WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. � I ., 1, I � 1 8 2 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE \1 '�,� , , ,, , � . x_. . 4. . \ I " 3, INSTALL CULVERT INLET PROTECTION FOR �%IEWLY CONSTRUCTED 48" CULVERT. , - , *�l I , �� , \ \ . � 11 � . \ . - 4 1 % I . � � � ". , I � - . I , � ll \,\ . ,� "A . , \ , ; � � , � � , I I -ER CONTROL MEASURES BEFORE ANY OTHER AREAS MAY BE , 1. I . I I I \ m N, I ., I . 11 , 3.05 SILT FENCE I- ,1,1. � , �\ �-_ 4. CONSTRUCT SEDIMENT BASIN AND PERIMF � 1, m I . , �, (� 1, I 1� I I \1 %. " 1� I I � L � � I I 1, � \ _1� I I ,/ , . , - � , �.�l 1 � , , % \ I I " ,�� I \ .�.. . I - . . 1 � , - � � , , � ." � - CLEARED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS A FIRST STEP IN CLEARING. .1, "I �l I., "I * _ ', ,0� . 1, I I ; 11, , � , I � - " .. I � . � 1 I � . �, - . I , , I " I � I � ,. I I � .�, � ' I � . 3.07 ST0RM DRAIN INLET PROTECTION Z .." 1. \ 1,,, �, . , . tl., 1 , 1, I � ", 1, " , , \ / .I t , I 1 .1 � % ' � � 1 . , � \ 'IS , i I I I I */ i '' I I , I � . . � "I 1, _ i - . I " " , , , % ; (�) Z , ., I , , I �� I ,% � 1��, I ,� , I L I � , . �� ., 11 I I I i ' I � . - - � , \ -,�,�' � ., � , � . /, / ,�, , " �- f I �l I W 4 . .. % ", � 11. ". \ ,. , , '* "D�V Xt"N' 11 5. ONCE PAVEMENT STONE BASE, CURBING, STONE PIPES AND STORM INLETS ARE INSTALLED, STABILIZE SITE A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ,. \ - I/ 5 , 1 , , � 11 I I , I �",,��n , , , , N,l. - 4- 1 1 1 / �l i I WITH INLET PROTECTION AND PERMANENT SEEDING VEGETATION. "I", "". �, %� , �1�1, I \ �.,� ,, ,, ,,,`� --1 ,� _,� " , , A 11, � 1, " '%, \ /I i � �l I" ., , i " " , v 1. 11 , I � 108 CULVERT INLET PROTECTION I , � � , . I I I , . 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT \,�, " 11 I " �1. ,. �':"� ,�,l , r\ (�� I 1, \ �,./, '� ., I �� " " " �l . ..... �. ., :, . � r � DID % \� % I / , I \1 , . ,� , 1, , , 1, -1 \,�, \ 1, .. � 11 ,, � . I 1, \ - I .,� I � I � �. t 6. WHEN SITE IS STABILIZED, CONTACT THE ALBEMARLE COUNTY EROSION CONTROL OFFICER FOR INSPECTION NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION ., � .1 I , i.�, 1. -11 � `,..�', 1, I �. I ,\ '.• � I I '� � � �,/ I " , %� 1, .. � 11 1, . 11 \ "A. I I , :. � � : I I - I � I " " , � �� , � , lli, , . � I- '. .� , 1, I" .1 .\ , 1. , . - . *. , � , I I � w � 1 3,09 TEMPORARY DIVERSION DIKE I .� . � - ,,, BEFORE CONVERTING SEDIMENT BASIN TO BIO-RETENTION BASIN. CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. I �',,, , , � I I I ,_ � 11 11 I % 1, "I I � I , \ I \ ,.� \ � 1, I _- , " 1, l\ , \ .1 8 � " �� " , , \ .. , 1. " 1, \ , - ., : \ 1 " I ". I , il I � , 3,14 TENIPORARY SEDIMENT BASIN 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION MEASURES NECESSARY TO PREVENT �,l I -�.11 ,�� ,,l � I .1� li��_' - - "I / I- \ I \ 1.1, �, \ 1\1 , , / . � I � � �_ - �\ I I , I . - 11, I � � I \ " i 11Y � , I I ,l I I � � I "\� I I , I., � . " I 1-1 :1 \ " .,�'o � \ , , I , , � , .S, " � � - I I EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, � , -, �'.11� �._,, "I �� '11, / "\ - I s I , , , , �". - __,_ __ \-, \ � \ ".. , . .. t" \� , 1,,� . ft �..'�. ; 1* '7%, . - �l ._": -.� - � .� "I I \ " .,. 1 � , � . 3.18 OUTLET PROTECTION ", _", l , - 1, " .. , . -_ , , , I I - 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIME DURING LAND DISTURBING ", ,�, � ,.� , +* \ " ", � *40 I (�� , - ". � -- � X � , � " I\, 11 , - � I 11 . ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. // 1". ', � �, " � -1 ��'�� 1. , �.�,._ , 3.29 SURFACE ROUGHENING Z, ., _� " , I'." �11. ., 1. � '. � 'I, ,_ 1� \ �,' . F \ ; / , .1 I , I 1, I . 1_ �.,� __',.� _', \ I "I I \ 11 � I � I 11 -, I , ." ". ,;� \ .� , � , I (� 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, I 41 I � _.� , _,� ., _]�._ I � � �� 1. I I I , � �, � \ � 1 ?. �.�� 'I, _1� ,_ 1. , , I \ �� 1; - _ , . � ! z: I ! I .1 - -,e;, � -- ** . I 1, 1, t, \ -� i � I - -, . ", I .1 I--, 1 3.30 TOPSOILING I � ,�_ , - � 11- I I -1 , 1, - I I—, . I I � , � 1, �'. I "I 1� % � , � � , � . , - , I 8 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN -OFF -PRODUCING 1, , � I.- ., � I � , 11 . , I \, � % 11 i , , RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL . I, I , , ', - - , I ) � , I— - 1� , � � 1� I I- ��,�l _ I- __ - � I I I % \ 3.31 TEMPORARY SEEDING �� I-, � . J '' I'' '' . . ,_ , I 11 " ".., ... �� I "��\ I I DEVICES SHALL BE MADE IMMEDIATELY. ,\ I_ 11 �.,� " 11 � � . , 8 . I It " I . " � � 1, - 1� - �,,,. % , � . I .- . , � 111:1 . 3.32 PERMANENT SEEDING I 0. REFER TO THE ASSOCIATED EROSION & SEDIMENT CONTROL NARRATIVE FOR MORE DETAIL INSTRUCTIONS CONCERNING THIS Ill I -...-, �,"l � . . � i I I \ t, � ! 1� 1, I" "I I I . , - � z . " � : I �, 11 � �� I i.. � . I . - , , � ,;, : 1. �l ".� .,� - \ 1- ,I � 1 . , , , � I �I 1 ,� I 01. " , 1 3,35 MULCHING " / I 'I" I.. -l-, _,.� ,�.11 _"..1- i �) �. � i I 1 1 - ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT '. j " - � .", 11 _. ) ; � i 1 I " 11, I- - I 11 i � � i I (�� . .. I . � '. I., , I 11, I ,�, i , i� \`�� - �,, � � , � 8 EFFORT. / / ,,� - _', .. " 1. -.1 1. N I , I � - I ALLOW ACCESS TO THE SITE. I , �, - ��:� i �l �� 1' . ,� I ,., I I i ,-." . , / � 3,16 SOIlL STABILIZATION BLANKETS & MATTING .I" 1. , �, � � il,"', , " !" _! . I � �.l � 11 � (�� 12- THE DEVELOPER SHALL RESERVE THE RIGHT TO 'INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO A PERMANENT STRUCTURE I 'l.'/l'-".11%, . - -1-1 1 3.39 DUST CONTROL ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. ,., . % I � . I ; _,'', / I % I � . ; I " (�R ,� f 1, _ � I 1 i - % ! � r 13- A MINIMUM WATER TAP OF V MUST BE INSTALLED WITH A MINIMUM I" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE_1111 i : � � � ; I , ! e / I/ I . I � � I I WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE i �� - I i % I _____ " I I � � i , :11i I I I . TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM F 1 i j 11 : . L � . I I DRAINS, DITCHES OR WATER COURSES. �J,1,-�L "I = m � .� , 0 20' 40' 80, 120' 200' _1�1� �__il'li � � �. � � " . . I I" xxxx , LLC i � CIVIL ENGINEERS LANDSCAPE ARCHITECTS LA IND SURVEYORS 200 6th STREET, NE i CHARLOTTESVILLE, VIRGRVUA 22902 1 PH. 434-295-6496 FAX 434-29,6-6-197 SCALE: F)= 40' CONTOUR INT- 2) DATE: 1140-03 DRAVVN BY: MEK REVISION& 2-4-04 3-24-04 SHEET Am- = SAFETY FENCE :.cif►��:.-�___ ` `�� PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE I SAS 3.01 SAFETY FENCE TEMPORARY SEDIMENT TRAP ,' 1 VARIABLE" ORIGINAL VARIABLE" GROUND ELEV. 67 CU-YDJACRE VAWABLE. ti 67 CU. YDJACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV SEE PLATE 3.13-1 COARSEAGGREGATE CLASS ERIPRAP CROSS SECTION OF OUTLET CLASS I7RIPRAP LENGTH ON FEET) _ 6 X DRAINAGE AREA \�`.. ^ (IN AC.) DIVERSION COARSEACGREGATE f EXCAAD FILTER CLOTH REA .t COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) ST 3.13 TEMPORARY SEDIMENT TRAP i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) i 1 � S]F 3.05 SILT FENCE SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST OF EMERG5NCY SPILL DESIGN ATER (25-YR. STORM EL .) MIN.1.9 0.5' ------- -- -------- MIN. 1- RISER CREST 67 C.YJ AC. - - DEWATERING " DRY"STORAGE DEVICE 67 C.YJAC- " WET"STORAGE SEDIMENT CLEANOUT POINT ('WET " STORAGE REDUC TO 34 C.Y.! ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER ^ (25-YR. STORM ELEV.) MIN, 20' MIN. 3.0' MIN. Off � MIN- 1-0' 67C.YJAC. " DRY"STORAGE � RAMEST V67 C.YJAC. >ATERING " ET"STORAGE WDEVICE Atel .ao SEDIMENT CLEANOUT POINT fO DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR- EVENT) S� 3.14 TEMPORARY SEDIMENT BASIN PIPE OUTLET CONDITIONS A A ----- --------- -- PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW L a 0% _ d SECTION A -A FILTER CLOTH KEY IN W-9'; RECOMMENDED FOR ENTIRE PERIMETER A A 3d ° (MIN.) --------------- - dp t I --------------- '- PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW 0% I d SECTION A -A FILTER CLOTH KEY IN 6"-V' RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 AND 3.184. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 61NCHES. I 3.18 OUTLET PROTECTION BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET 7 CD WIRPE SCREEN — CONCRETE BLOCK j GRAVEL FILTER RUNOFF WATER WITH OVERFLOW FILTERED WATER SEDIMENT G N I 1 P o P SEDIMENT t WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS Nr'CEUSARY )� TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STR' CTURE. I I * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE up3.07 STORM DRAIN INLET PROTECTION RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEGU41E STRAPPING DEPTH _-_ �a #` VARIES AS WELD _ -- PERFORATED POLYETHYLENE* REQUIRED FOR' DRY " -- DRAINAGE TUBING, DIAMETER STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14—A) 114\ WET " FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE,$ SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14—A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB j l FOR DEWATERING ORIFICE DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK �---^ -- GRAVEL* FILTER WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF WATER WITH SEDIMENT MEN&. — DROP INLET D. a WITH GRATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. II j QPj 3.07 STORM DRAIN INLET PROTECTION i 3"22 VEGETATIVE STREAM BANK STABILIZATION Compacted Soil 7,1 t 7 1 1t{ 1 i I�1 1 fll F'. t}t, t,! it ltt'IJ:lt, —Flow 4.6 min. �ID 3.09 g'EivgP0RAlE25' DIVERSION DIKE ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SCALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM-2A ASPHALT TOP COURSE 2% -..-- 27 A XISTING PAVEMENT ee . . S ° a • ��Q,y},,,, o, 21A DIVERSION DITCH -SIDE ELEVATION AGGREGATE BASE EXISTING GROUND 70' MIN. EX. CURB OR ASPHALT PAVED WASHRACK EDGE OF PAV'T 2% 12' MIN. EXISTING 27. PAVEMENT DIVERSION DITCH POSITIVE DRAINAGE TO SEDIMENT MINIMUM WIDTH AT TRAPPING DEVICE _ DESIGN WATER.' ELEVATION IS 4. 0' PLAN V I EAU MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 1/2" WATER HYDRANT WITH FROST 12' MIN. PROOF HYDRANT V ABOVE GRADE AND 4' 2% - , OFF EDGE OF PAVEMENT. PEW SECTION A --A NOTE. A MINIMUM WATER - TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" 5 PAVED TEMP CONST ENTR SCALE N.T.S. TYPICAL TREATMENT - 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION 'XYNwYN�� FILL SLOPE SECTibN SOIL STABHJ7ATIONMATS SHOULD BE INSTALLED VERTICALLY � g NOTE: SLOPE SURFACE DOWNSLOPE FOR BEST RESULTS. , / 9 SHALL BE SMOOTH y,! i AND FREE OF ROCKS, LUMPS OF DIRT,GRASSAND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR / 1 PROPER SOIL Q CONTACT. DIRT SHALL BE TAMPERED PRIOR {� r TO LAYING TOP LAP OVER TOE BERM MAINTAIN SLOPE ANGLE TRENCH INTO BERM AND PROGRESS DOWNSLOPE TOP OF SLOPE LINING SLOPE LINING CDTSLOPE (WET SLOPE) (DRY SLOPES _v x TREATMENT-2 POLYPROPELYENE p NON -WOVEN (NEEDLE PUNCHED) OfyS TREATMENT-2 CLOTH {BEHIND FILTERLE P OVESOPQtS0011 TREATMENT-2) A �WPP SOIL .--;!_=' BOTTOM OFFILL SLOPE r -• BOTTOM OF CUT SLOPE BOTTOM OF CUT SLOPE 4' OR SHOULDER BREAK POINT I i 3.29 SURFACE ROUGHENING 3.36 SOIL STABILIZATION BLANKETS & MATTING GROOVING SLOPES I -I Ij I i i 1 i l i i i i i 1 I � l �, � �►—,, , ems. GROOVING IS CUTTING FURROWS1(— ALONG THE CONTOUR OFF A SLOPE.IRREGULARITIES IN IN THE $OIL SURFACE CATCH RAINWATER AND PROVIDE SOME COVERAGE OF LIME, FERTILIZER AND SEED. PARTNERS, LLC CIVIL ENDERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 bth STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 ® 0 a Ian G. F nklin Lac" No. 35326 AO- - .,a PROJECT # 0301 SCALE: VARIES CONTOUR INT- NA DATE: 11-10-03 DRAWN BY. MEK REVISIONS° 2-4-04 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII N=I A *2 . I 1�x,) 0 , . v \ �^�� \ \ Y I �, __, , ,_. �b ", *_ " t . \ X_ - 11 \ STOP SIGN AND STREET , , ACCESS EASEMENT FROM BACK OF WALK I u I W , , ___\1 -_ , ,, , __ 1, I . "I /I I 1�, '1� - \ / / \ " '' , 1� \ \ M . I , ---.qd -1 I - 0 F1 11 Ll�''_'�''/' , I , 11 __---- ! . 1\1� J\ 1 ", -, - .� �,_ I v V, - I / - I I I ] I I SIG 1\ 11 t��, ,41 - "wi- '' - __ " - ; v � VDOTSTD. / 11 le� DOT STD. \ \ STORM '. ,� �,', 1 6+00 A -, , / /-, I I pi �,Z-_ z, I = . 7 - I--- N 7-11 I , - 11 , I - 'I :!"I"j- - -, �, .1 \ __ �m' , " ozl� " ", " , , \ - -_ . t I'll, I \ \ ' \�/, � , .r . - ; f , /,, " P \ \ \ \\ " - f \1 1//1' / , _f'___1 11- #I --- t __ __ - 0 a [A-Ij 1:1 --- 1 " R \// ".1" , I - i I " A t I - 11 :1 �, STRUCT. qlap*, . , " -, I I - - . I ST 4 I— _t___1 __ - . \ , , . __ 1 \,� ",.\ . , " I , � , 1 __,", - -.1, - _ " I or�M-____:_- - -_ -- . - x - ,�< . - -.I,.,- - --- - ------ - �\\\ < I ,�� . �� -1-- ,.1 , , I I . I ", I" I,,. ,1.�, \ / �u " 1�. I -- ,_______1__...qw___L� I I - - , 11 - . ,,---\ , " / -, _�:� - .- / /11 � 1\ , - . - , - - -I.,.,---,-- __ <_ 1, , ./ , - 1� - I. -- - t" -, I ,-1-1 \ _ - -, i .1 _!�_ I - _,._ - _ ___ -_ _,_ - _- - - !!-. -_ - - ,,�( , ,/ ,>> . . , I I 1 11 _TED 'D , --�- - -z - _L_ - _-_ __ 7�__ - __ - ." , \ \ ; � I I -___ _ _ _!� -- ---- Rx I �_ SQUIRE HILL APARTME�� / ,,,", - - -1 , \�'\ \/I'- �, -/,�� i \K \ \ �f 0 �( I \ � I ( .k� J ,! , ",-.-- _ ___ __ I 11 , I I - - - - I I '55 -7�� :�!:�rwm ... F.2- , , -7--____ t. PRIVATE ROAD PLAN ,� ol, "\ V. , I � t i /I --I. � � ==�- ~-'- _-~--- � 3" BM 25 ASPHALT BASE COURSE 35- 3,000 PSI CONCRET I VD ' " " 1.5" SM 9.5A SURFACE COURSE CG-6, TYP. 6" VDOT #21 A STONE BASE I REINFORCED WITH 6"x6", 10-10 WWM OT STD. I 3" BM 25 ASPHALT BASE COURSE COMPACTED SUBGRADE (95 % 3.51' VDOT #21 A STONE BASE CG-6, TYP. 6" VDOT #21 A STONE BASE TYPICAL PRIVATE ROAD SECTION 1 TYPICAL PRIVATE ROAD SECTION 2 "', SAWCUT & TIE TO (SEE ROAD SECTION 1 FOR SPECS.) I `�/ 1.5" SM 9.5A SURFACE COURSE ' ', �11 1, i VDOT STD. - - _\__ - - - - / 2.o% IqrTYP. / 0-1 PARKING AREA / 11 TRAVELWAY / 2.3' 7 / MILL EXISTING ASPHALT SITE / .1 Z-7 / ACCESS .1 YARD, SURFACE & OVERLAY WITH MATCH EXISTING RIO VDOT STD. PROFILE TYP. NEW SURFACE COURSE ROAD CG-6, TYP. GRADE 2.0% PAVEMENT SECTION I LINE VARIES - , '. r�A�� U U�� U»�� `�U�� K TURN TAPER SECTION U��V,N ma -MIN MEN ~v �.6"S[J9.GAGURFACEODUR8E VDDTSTD 8''8A�25ASPHALT BASE COURSE ' / -`�~~~-' VDC}T�TD._' &^VOO!'#��G 21ASTONE8AGE =-8TYP ' . C8-8,TYP. --^--�-COMPACTEDSUBGRADE (D�q6ASDETERMINED BYAST<WGS8) co . TYPIC�"��U��8 PRIVATE �»�� K�� AL �-V�� K-K��U��~� U �� K��x=�� SECTION K»��U`N �� STA. �� /�� U0��F� ��_ _ r��-��/x��r� o �- UNITED ��^~ ��" �� -` --'\ METHODIST CHURCH GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS . 1.PRIOR TOANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC R!GHT-OF-VYAY'INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL ----- 0DVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (29,6-5861) 48HOURS |NADVANCE OFTHE START OFCONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPEC IF ICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (2SCFRPART 1920). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BEINSTALLED PRIOR TOANY CLEARING, GRADING OR =-,° ��D OTHER CONSTRUCTION, 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRAIDE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND =c�~~v�O SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF4:1ORBETTER ARE TQ8EACHIEVED. ��M, �� - i - -0 I L (N 0--,-----,,-----!,-�.��-.---.----.-.-------.-----------,-,-;.----------,-----.--,---,,- _F __ -�,,�-�.-----,----..,----...--,.---.-r ...... ....... ______ ------ ------- ,___________.,__,_______ ------ __ ----- -- �,-,-----,----------.,---.,.-,�-. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO8EEXTENDED TOABOUNDARY LINE 0RANATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END � I i I _/ . i i TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL I 51/1 MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. S. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 500 CONFORM TOVOOTC(3-S(A.8ORC). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TOVOOTSTANDARD PE-1. 11.PAVED, RIP -RAP (JRSTABILIZATION MAT LINED DITCH MAY BEREQUIRED TOSTABILIZE ADRAINAGE z1-,.°�� CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEEI |T|SDEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ONALL RESIDENTIAL SUBDIVISION STREETS. ��/1 �� 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BEALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM 470 TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE {)FSIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BENULL AND VOID, 10f00 11f00 12f00 13f00 14f00 15f00 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL PRIVATE ROAD PROFILE SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 16'F00 1 7f00 18+00 19+00 20f.0/1 ` �� ""~ � �� Bull DATE: 11-10-03 DRAWN BY: MEK 3-24-04