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HomeMy WebLinkAboutSDP200000069 Plan - Approved Minor Amendment 2005-10-10U co uu E_=y L YH< `H 99.25 VARIES SEE LANDSCAPE PLAN xm__x w 0AS A M�NOR AMENDMENT TO 'HTF=`WO0-D ROAD O'F W[17 AND OA'r\"*f - FOREST DR�VE CHARL-O'TTESVILE, V�RG�N�A LEGEND EXISTING DESCRIPTION! —S SANITARY SEWER C6, --- t��F�----- WATER! INE SHEET 5 STORMDRAIN �V U UTILITY LINE DEPART NT CLEANOUT MHH MANHOLE --�- CURB INLET O' DROP INLET WM ) WATER METER ZONING METER VAULT YH YARD HYDRANT FH -- FIRE HYDRANT - --�11# VALVE FIRE c RESCUE BK;Q cRN. c.;o.( STREET LAMP 99-95 GROUND ELEVATION ha CONTOUR ALBEMARLE COUNTY SE WC -E AUTHORITY CONCRETE CURB & GUTTER CONCRETE PAVING BITUMINOUS PAVING RETAINING WALL_ BUILDING VIRGINIA DEPARTMENT OF HEALTH RIGHT OF WAY/PROPERTY LINE CENTERLINE �-- ---- t- DITCH/SWALE LINE VARIES SEE LANDSCAPE PLAN LANDSCAPING x FENCE r,� k SILT FENCE n TREE PROTECTION FENCE a BENCHMARK .APPROVAL SITE LIES IN THE AIA, AIRPORT IMPACT AREA. U co uu E_=y L YH< `H 99.25 VARIES SEE LANDSCAPE PLAN xm__x w 0AS A M�NOR AMENDMENT TO 'HTF=`WO0-D ROAD O'F W[17 AND OA'r\"*f - FOREST DR�VE CHARL-O'TTESVILE, V�RG�N�A VICINITY MAP NOT TO SCALE HYDRAULIC RD. 29 WHITEWOOD RD. SITE OAK FOREST CIRCLE j HYDRAULIC RD, GREENBRIER DR. OAK FOREST DR. 25 29 - 9�Fsroti 25 N.T.S. NOTE: THE CONTRACTOR MUST NOTIFY PUBLIC UTILITIES AND INSPECTIONS 48 HOURS PRIOR TO STARTING. 48 HOURS ". Y 0 U D/0 C Ilk '�sGr/CITY QF �\e` `�• 1-800-552-'77001 SITE SUMMARIES CONSTRUCTION SCHEDULE: SHEET 2 PHASE 1- 2001 DE ARTMENT OF PLANNING c COMMUNITY DEVELOPMENT DATE SHEET 5 CURRENT ZONING: COMMERCIAL --C1 SHEET 6 OWNER: WOOD, DAVID 1.1R. & JOSEPH M. WOOD 11 DEPART NT OF ENGINEERING DAT E SHEET 9 TAX PARCEL NO.: 61-26 SHEET 10 a Lo DEPARTMENT OF ZONING DATE S r _ Mor ealfolfs DE ARTMENT OF FIRE c RESCUE BK;Q cRN. c.;o.( DATE 7 3- ha / ALBEMARLE COUNTY SE WC -E AUTHORITY DATE PARKING PROVIDED: 140 SPACES (INCLUDING 6 VAN HiC) MAXIMUM REQUIRED LOADING: 3 SPACES OADING P13 VIDED: 3 SPACES VIRGINIA DEPARTMENT OF HEALTH DATE VICINITY MAP NOT TO SCALE HYDRAULIC RD. 29 WHITEWOOD RD. SITE OAK FOREST CIRCLE j HYDRAULIC RD, GREENBRIER DR. OAK FOREST DR. 25 29 - 9�Fsroti 25 N.T.S. NOTE: THE CONTRACTOR MUST NOTIFY PUBLIC UTILITIES AND INSPECTIONS 48 HOURS PRIOR TO STARTING. 48 HOURS ". Y 0 U D/0 C Ilk '�sGr/CITY QF �\e` `�• 1-800-552-'77001 SITE SUMMARIES L"dDEX OF SHEETS. SHEET 1 CONSTRUCTION SCHEDULE: SHEET 2 PHASE 1- 2001 SHEET 3 PHASE II- 2001-2003 SHEET 4 PROPOSED USE: OFFICES SHEET 5 CURRENT ZONING: COMMERCIAL --C1 SHEET 6 OWNER: WOOD, DAVID 1.1R. & JOSEPH M. WOOD 11 SHEET 7 CONTRACT PURCHASER: STONEHAUS DEVELOPMENT SHEET 8 - DEVELOPER: STONEHAUS DEVELOPMENT SHEET 9 TAX PARCEL NO.: 61-26 SHEET 10 DEED BOOK: 1822; PG. 591 SHEET 11 CURRENT USE: WOODED, VACANT SITE AREA= 2.841 ACRES u IMPERVIOUS AREA= 1.700 ACRES OPEN SPACE= 1.141ACRES (40 %) MAXIMUM NUMBER OF EMPLOYEES= 150 MAXIMUM HEIGHT OF STRUCTURES= 35' MAXIMUM GROSS AREA BUILDINGS: 35,750 s;f. MAXIMUM USABLE AREA BUILDINGS: 34,500.00 s.f. MAXIMUM REQUIRED PARKING: 139 SPACES PARKING PROVIDED: 140 SPACES (INCLUDING 6 VAN HiC) MAXIMUM REQUIRED LOADING: 3 SPACES OADING P13 VIDED: 3 SPACES PHASE I PARKING 56 SPACES SEE SH. 5111 FOR CALCS; PHASE t LOADING 1 SPACE PROVIDED (1 SPA',F_ [REQUIRED) W PHASE 11 PARKING: 83 SPACES PHASE 11 LOADING: 2 SPACES PROVIDED 2 SPACES REQUIRED Y b 1 Ft F. r,� k Ja EXISTING LANDSCAPE: ENTIRE SITE IS WOODED a uj � SITE LIES IN THE AIA, AIRPORT IMPACT AREA. THIS PROPERTY IS NOT LOCATED IN ANY KNOWN RESERVOIR WATERSHED. LL. PROPERTY IS NOT LOCATED IN A FLOOD ZONE. ALL SIGNS WILL REQUIRE SEPERATE PERM;? cn UNDER 4.15 OF THE ZONING ORDINANCE. L"dDEX OF SHEETS. SHEET 1 -TITLE SHEET SHEET 2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN SHEET 3 GENERAL CONSTRUCTION PLAN SHEET 4 STAKEOUT PLAN SHEET 5 GEOMETRIC & UTILITY PLAN SHEET 6 GRADING AND EROSION CONTROL PLAN SHEET 7 STORM & SANITARY PROFILES SHEET 8 - SITEDETAILS SHEET 9 SITE DETAILS SHEET 10 LANDSCAPING PLAN SHEET 11 PHOTOMETRIC PLAN LA Q� 0 tl� Lu 00 Q0 i u --- . -� rn m --� CD cd :I- `zs v M .Gil J <�z z LlLj Q, . 0 ►� dzv u cs cr cr) .0 V W p Ja a uj � LL. m (jr) cn ctf z a Q o n Q 00 O {�Q J 0 Z � rn � C'4m Y � d< e¢Q� Q z W x C? z l trt d !� ui > Cr d Q- tL- L 0 {n Q Ili z O¢ �Q(5 a O Z O cn U �d Z Z z. �mx w � W M w z a t!3 ---Z�ii -��� z , m ? _iii e�C z n � a o z, >>_ Gw >(/I a� Li d Ld w ww :2 ME LUQ ��0 a o ¢ a 0 LuF-m C!J d = (t Q 0 m 0 S 0 00 0 C.) QCJ O Q C) O O G} G? ar \ ~ N n W ) co da 0 (D ¢ a `z � d - n U-) un -- 0 z oa M'4�ui(4 5 LA Q� 0 tl� Lu 00 Q0 i u --- . -� rn m --� CD cd :I- `zs v M .Gil z LlLj Q, . ►� dzv i PLi ff z .� Ce uj Lu LL! w 0 *� F— U r..-. uj F— < GL Q' Lit s � a I PROJECT NO. 99068 DATE: Jas. 19, 2000 DESIGN BY: JWI� DRAWL BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. MINOR AMENDMENT TO PHASEII=SDP 00-050 APPROVED FINAL SITE PLANS—SDP 2000--007 0 IC EX. SAN. MH60A TOP ELEV-=591.68' MATCHES MH60A TOP ELEV_ AS NOTED ON AsBuILT PLAN AND PROFILE OF BERKELEY INTERCEPTOR SEWER, (STA. 264+00 TO STA. ,278+60.25), BY JOHN MCNAIR AND ASSOCIATES_ EX. SAN. MH 60A SEW. M.H TOP 91.68 INV. = 584.71 -BENCH MARI�,_TOP_ FIRE. -HYDRANT ELEV. =� 595 2 & GEODETICS DATUM rj �kF E!V­�'�"' _P PER B. AUB�E�Y�UFFMAN & ASSOC. MAP REF. 5 LOT I MAP REF. 6 PARCEL "C" 20 40 60" SCALE: 1 "=20' DEMOLITION NOTES 1- ALL DEMOLITION AND DISPOSAL OPERATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS_ 2, INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION OPERATIONS. 3- COMPLETELY REMOVE EXISTING BUILDINGS, UTILITIES AND ABOVE GRADE AND BELOW GRADE IMPROVEMENTS WITHIN AND 5' OUTSIDE OF NEW BUILDING LIMITS. REMOVE IMPROVEMENTS WITHIN PROJECT LIMITS TO A MINIMUM OF TWO (2) FEET BELOW NEW FINISHED GRADE. STRUCTURES, ETC. SHALL BE DEMOLISHED TO PROVIDE DRAINAGE. 4. BACKFILL ALL DEPRESSIONS ENCOUNTERED OR CAUSED BY 'DEMOLITION PROCESS WITH SELECT SUITABLE SOIL MATERIALS TO MATCH NEW FINISHED GRADES_ 5_EXCAVATION FOR PROPOSED BUILDING -AND STRUCTURES SHALL BE UNCLASSIFIED. THE CONTRACTOR SHALL ANTICIPATE. EXCAVATION TO INCLUDE REMOVAL OF FOUNDATION WALLS, -FOOTINGS,. SLABS, ETC. WITHIN THE LIMITS OF EXCAVATION. 6. PROVIDE FENCING BARRICADES, ETC. AS REQUIRED TO MAINTAIN SECURED AREAS AROUND DEMOLITION OPERATIONS, AS REQUIRED FOR PROTECTION. 7. WHERE SHOWN TO REMOVE CONCRETE CURB OR CURB AND GUTTER, IT SHALL BE REMOVED RETAINING A STRAIGHT ASPHALT EDGE. SHOULD THE ASPHALT EDGE BECOME JAGGED OR UNEVEN, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A STRAIGHT SAW CUT A MINIMUM OF 12" FROM PAVEMENT EDGE, REMOVE ASPHALT WEARING COURSE. 8. WHERE SHOWN TO REMOVE CONCRETE CURB, CURB AND GUTTER OR WALK, IT SHALL BE TO PROPOSED GRADES. REMOVED TO THE NEAREST EXPANSION JOINT, OR SAW CUT AND REMOVED TO THE NEAREST CONTRACTION JOINT. NEW PAVEMENT ITEMS SHALL BE PROVIDED TO REPLACE THOSE REMOVED FOR CONSTRUCTION OF IMPROVEMENTS AS. OUTLINED ABOVE. REPLACEMENT PAVEMENT ITEMS SHALL BE INSTALLED TO MATCH EXISTING GRADES AND TO TRANSITION TO PROPOSED GRADES. 9. ALL PIPES AND CONDUITS WHICH ARE ABANDONED IN PLACE SHALL HAVE OPEN ENDS CAPPED OR PLU' 'TO FORM A WATER TIGHT SEAL PLUGGING OF LARGER PIPES S -HALL BE ACCOMPLISHED BY INSTALLING BULKHEADS. 10. PROVIDE BARRICADES, SIGNAGE, ETC. AS REQUIRED TO PROVIDE TRAFFIC CONTROL AND TO CLOSE SIDEWAL':S AROUND CONSTRUCTION AREAS. 11. MAINTAIN TWO WAY TRAFFIC IN ROADWAYS AT ALL TIMES EXECPT WHEN OTHERWISE SPECIFICALLLY AUTHORIZED, DURING TIMES WHEN ONE LANE MUST BE CLOSED, PROVIDE TRAFFIC CONTROL MEASURES CONFORMING TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND COMPLY WITH ALL CITY STANDARDS AND PROCEDURES. 12. THE PLAN DOES NOT GUARANTEE THE ACCURACY OR QUANTITIES OF THE DEMOLITION STRUCTURES. IT WAS DEVELOPED TO ASSIST THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR. 13. NO BURNING OR BLASTING WILL BE ALLOWED ON SITE. 14. EXISTING IMPROVEMENTS WHICH ARE TO REMAIN, AND ARE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR, AT HIS EXPENSE. 15.. RECORD THE CONDITION OF EXISTING IMPROVEMENTS TO REMAIN AND IMPROVEMENTS ON ADJACENT PROPERTIES ON THE SITE PLAN AND BY PHOTOGRAPHS. REVIEW THE CONDITION OF. THE IMPROVEMENTS WITH THEIR RESPECTIVE OWNERS PRIOR TO THE COMMENCEMENT OF DEMOLITION OPERATIONS. 16,. LEGALLY DISPOSE OF DEMOLITION AND CONSTRUCTION DEBRIS FROM THE SITE TO A DISPOSAL SITE APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. 17. CONTACT MISS UTILITY 48 HOURS ADVANCE OF EXCAVATING TO DETERMINE LOCATION OF EXISTING UNDERGROUND UTILITIES. 18. LOCATE EXACT HORIZ. & VERT. LOCATION OF UNDERGROUND UTILITIES IN AREAS OF EXCAVATION. HAND DIG IF REQUIRED. 19. OBTAIN ALL REQUIRED LICENSES, PERMITS, ETC. FROM CITY, STATE & FEDERAL AGENCIES. MAP REFERENCES: s 1 WOOD, DAVID J. JR. & JOSEPH M. WOOD 11, DB 1622/591 TM 61-26, ZONED: C-1, PROPERTY IS CURRENTLY VACANT AND WOODED - 2.) VEHICULAR SIGHT DISTANCE EASEMENT' (FOR 400' SIGHT DISTANCE) DB 884/169 3.) INGRESS/EGRESS EASEMENT DB 592/341 4.) INGRESS/EGRESS EASEMENT DB 592/341 5.) BEECHTREE ASSOCIATES, DB 753/600,TM 61-25, ZONED: Cl, PROPERTY IS CURRENTLY DEVELOPED COMMERCIAL. 6.) ALBEMARLE PROFESSIONAL COURT PARTNERSHIP, DID 1319/301, TM 61-27C, ZONED: CO, PROPERTY IS CURRENTLY DEVELOPED COMMERCIAL. 7,) TOPPER, DAVID B OR MARIAN., DB 1801/089, TM 61WI-A-33, ZONED: R4 PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDEINCE. PATCH MH WITH MIN. -8" OF MASONRY OR 8.) CHANDROSS, RONALD J SR OR.CAROL L., DB 810/746, TM 61W1-A-34-1pCONCRETE AS REQUIRED ZONED: R4, PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDENCE. AFTER INSTALLATION OF NEW 18" RCP. op 9.) DEATON, EBBEN C. JR OR JANE P., DB- 677/579, TM 61WI-A-35, 1p O ZONED: R4, PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDENCE. MZ M Z 10.) MARTIN, WILLIAM J. OR JOYCE E-, DB 1044/757 TIM 61 W1 -A-36, ZONED: R4, V') PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDENCE. E 0 If) 11.) MENENDEZ, MANUEL OR DOROTHY M. DB 1679/714, TM 61W1 -A-37, Z ZONED: R4, PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDENCE. LLJ 12.) KIKER, JEAN, DS 1753/036, TM 61 W1-4-38, ZONED: R4 PROPERTY 0 'sip IS CURRENTLY A SINGLE FAMILY RESIDENCE. o Li 0 13.) WHITEWOOD VILLAGE ASSOCIATES, OB 782/632, TMI 61-28A, ZONED: R15, lan, 0 Ao, f PROPERTY IS CURRENTLY APARTMENT BUILDINGS. DEMOLITION NOTES 1- ALL DEMOLITION AND DISPOSAL OPERATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS_ 2, INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING DEMOLITION OPERATIONS. 3- COMPLETELY REMOVE EXISTING BUILDINGS, UTILITIES AND ABOVE GRADE AND BELOW GRADE IMPROVEMENTS WITHIN AND 5' OUTSIDE OF NEW BUILDING LIMITS. REMOVE IMPROVEMENTS WITHIN PROJECT LIMITS TO A MINIMUM OF TWO (2) FEET BELOW NEW FINISHED GRADE. STRUCTURES, ETC. SHALL BE DEMOLISHED TO PROVIDE DRAINAGE. 4. BACKFILL ALL DEPRESSIONS ENCOUNTERED OR CAUSED BY 'DEMOLITION PROCESS WITH SELECT SUITABLE SOIL MATERIALS TO MATCH NEW FINISHED GRADES_ 5_EXCAVATION FOR PROPOSED BUILDING -AND STRUCTURES SHALL BE UNCLASSIFIED. THE CONTRACTOR SHALL ANTICIPATE. EXCAVATION TO INCLUDE REMOVAL OF FOUNDATION WALLS, -FOOTINGS,. SLABS, ETC. WITHIN THE LIMITS OF EXCAVATION. 6. PROVIDE FENCING BARRICADES, ETC. AS REQUIRED TO MAINTAIN SECURED AREAS AROUND DEMOLITION OPERATIONS, AS REQUIRED FOR PROTECTION. 7. WHERE SHOWN TO REMOVE CONCRETE CURB OR CURB AND GUTTER, IT SHALL BE REMOVED RETAINING A STRAIGHT ASPHALT EDGE. SHOULD THE ASPHALT EDGE BECOME JAGGED OR UNEVEN, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A STRAIGHT SAW CUT A MINIMUM OF 12" FROM PAVEMENT EDGE, REMOVE ASPHALT WEARING COURSE. 8. WHERE SHOWN TO REMOVE CONCRETE CURB, CURB AND GUTTER OR WALK, IT SHALL BE TO PROPOSED GRADES. REMOVED TO THE NEAREST EXPANSION JOINT, OR SAW CUT AND REMOVED TO THE NEAREST CONTRACTION JOINT. NEW PAVEMENT ITEMS SHALL BE PROVIDED TO REPLACE THOSE REMOVED FOR CONSTRUCTION OF IMPROVEMENTS AS. OUTLINED ABOVE. REPLACEMENT PAVEMENT ITEMS SHALL BE INSTALLED TO MATCH EXISTING GRADES AND TO TRANSITION TO PROPOSED GRADES. 9. ALL PIPES AND CONDUITS WHICH ARE ABANDONED IN PLACE SHALL HAVE OPEN ENDS CAPPED OR PLU' 'TO FORM A WATER TIGHT SEAL PLUGGING OF LARGER PIPES S -HALL BE ACCOMPLISHED BY INSTALLING BULKHEADS. 10. PROVIDE BARRICADES, SIGNAGE, ETC. AS REQUIRED TO PROVIDE TRAFFIC CONTROL AND TO CLOSE SIDEWAL':S AROUND CONSTRUCTION AREAS. 11. MAINTAIN TWO WAY TRAFFIC IN ROADWAYS AT ALL TIMES EXECPT WHEN OTHERWISE SPECIFICALLLY AUTHORIZED, DURING TIMES WHEN ONE LANE MUST BE CLOSED, PROVIDE TRAFFIC CONTROL MEASURES CONFORMING TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND COMPLY WITH ALL CITY STANDARDS AND PROCEDURES. 12. THE PLAN DOES NOT GUARANTEE THE ACCURACY OR QUANTITIES OF THE DEMOLITION STRUCTURES. IT WAS DEVELOPED TO ASSIST THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR. 13. NO BURNING OR BLASTING WILL BE ALLOWED ON SITE. 14. EXISTING IMPROVEMENTS WHICH ARE TO REMAIN, AND ARE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR, AT HIS EXPENSE. 15.. RECORD THE CONDITION OF EXISTING IMPROVEMENTS TO REMAIN AND IMPROVEMENTS ON ADJACENT PROPERTIES ON THE SITE PLAN AND BY PHOTOGRAPHS. REVIEW THE CONDITION OF. THE IMPROVEMENTS WITH THEIR RESPECTIVE OWNERS PRIOR TO THE COMMENCEMENT OF DEMOLITION OPERATIONS. 16,. LEGALLY DISPOSE OF DEMOLITION AND CONSTRUCTION DEBRIS FROM THE SITE TO A DISPOSAL SITE APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. 17. CONTACT MISS UTILITY 48 HOURS ADVANCE OF EXCAVATING TO DETERMINE LOCATION OF EXISTING UNDERGROUND UTILITIES. 18. LOCATE EXACT HORIZ. & VERT. LOCATION OF UNDERGROUND UTILITIES IN AREAS OF EXCAVATION. HAND DIG IF REQUIRED. 19. OBTAIN ALL REQUIRED LICENSES, PERMITS, ETC. FROM CITY, STATE & FEDERAL AGENCIES. 4-J ct to .0 C) C) Ln S Lu 0 u Z o dilLij C) t-) co < _CD o U-) n U) X 0 >,LL - (D cn 0 L0 CTS C5 z: LJ S2 �2 C-4 j LU xLd 0 D co < �3 zi :3 O MZ M Z 0 Z U) Z V') &_ E 0 If) Z LLJ iK 0 0 o Li 0 0 Lli 0 § LLJ 0 C3 uj co z < z < i Lli z ry C) < = u = C) Ld Q 0 CD 0 0 0 IN < 0 ME O c� 4-J ct to .0 C) C) Ln S Lu 0 u Z o dilLij C) t-) co < _CD o U-) n U) X 0 >,LL - (D cn 0 L0 CTS PROJECT NO. 99068 DATE: Jan. E18, :2A0OO DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE- AS SHOWN SHEET NO. 2of 1 C5 z: LJ S2 �2 C-4 PROJECT NO. 99068 DATE: Jan. E18, :2A0OO DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE- AS SHOWN SHEET NO. 2of 1 EX. SAN. MH EX. SAN. MH 6DA BENCH MARK_ TOR FIRE HYDRANT GENERAL CONSTRUCTION NOTES ELEV. =!-565.2I` � S COAST & GEODETICS DATUM PER B. AUBREY.­HUFFMAN & ASSOC. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA EX. SAN. MH 60 -- DEPARTMENT OF TRANSPORTATION (VDOT), THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE TOP ELEV.��587.90"/l RETAINING WALL HEIGHTS ENTRANCE TO I. ELEV.=.582. SACHEM VILLAGE REQUIREMENT OF THE PERMIT SHALL GOVERN - SACHEM VILLAGE N11 GB, TOP INV"= 586. 3 4 EX. 1 15" RCP f� --,)6 v 0 lll5 11 - �l - u S/c %-.7 T 85 585 TYP.0, 2 All �.'STORM DRAIN EA EMENT'-, 1. TOP,- cn i_n TO RE DEDICATED TO >A :!W PUBLIC USE 10' EACH SIDE OF CENTERLINE OF THE \-' `- 1 \ \ \\ `\ , �,, e \ INSTALLED PIP EXISTING C&G EXISTING RCp `?\Ile C&G /DO -,CG T2\ SACHEM VILLAGE C' j -1/y AS,S CS 1)� RETAINING WALL A MAX. HT_ 3.5' TYPE: VERSA -LOC F -1 -FV ATION DESC. ELEVATION 11DESQ-1 ELEVATION Al (585,5%- A4 5j84_Q' 1 A6 1 586.0' A2 586_,01­� SR -5 5, A7 _11-- -5-8BE-CL- A3 0 1 VAN THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE, .5g RETAINING WALL B MAX. HT. 8.0' TYPE: VERSA -LOC Bl 1 11 B3 I _qq3-o' 11 B5 600.0 2 993-o' 11 B4 j 60D.0, 11 B5 1594.0 RETAININ . MAX.HT50' . , FR WALL c 605.0, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 6D9.0, C2 605-o' 66-1 C CF Rr)7 0' Z�2 LIJLj STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 09.5, SKETCH RE'T.WALL "C" BUILDING 0 NOT TO SCALE RETAINING WALL D MAX. HT 3.5' TYPE: TIMBER WALL D1 r' n H M ' 11 1 D2 I sgo-s' 11 D4 1 583.5' 11 1 RETAINING WALL E MAX. HT. 4.0' TYPE: TIMBER WALL E 1 n' 11 E3 TO REFLECT FIELD LOCATIONS PERFORMED BY E5 1599.0 E2 1 6000' 11 E4 I 5qR-5' 11 E6 1 603-0' RETAINING WALL F MAX. HT. 3,5' TYPE: TIMBER WALL Fl I ,gc)c) n' F3 960' 11F5 1 .9 P,5. 0' F2 I 5c)6,0' F4 1 596,51 11 F6 I _5q6_0'_ RETAINING WALL G MAX. HT. 4.0' TYPE: TIMBER WALL G1 1 r) q,5 0, 11 G3 1 5_q 1 W 578.77 GE 8 G2 I 592-Q' I G4 579.26 M 66 1 5 2 _r), 0, ._] RETAINING WALL H MAX. HT. 4.0' TYPE- 0 E PCI I bT DEVEL PER Hl go 1, 11H5 H2 I 59C)-25' 11 H4 I_ 5q2_0' I 5qA-n' _111-16 RETAINING WALL C MAX. HT. 9.0, TYPE: VARIES. (CONC.& AS CHANGED IN'FIELD TIMBER) A CONCRETE WALL WITH A MAXIMUM HEIGHT OF 6' WAS CONSTR IN FIELD FROM APPROXIMATELY C2 THRU C17 PER ENGINEERING 3, DATED FEB. 2001. THERE HAS BEEN NO ACTUAL FIELD LOCA VERIFICATION BY JOHN McNAIR AND ASSCIATES. THE REMAINDER OF RETAINING WALL C IS A TIMBER RETAINING HAS A MAXIMUM HEIGHT OF 9', AND IS SHOWN IN THE SKETCH 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL WALL "B" IRTT. WHICH WAS CERTIFIED BY THEIR .6".. PVC "OUT CL. C�l 2, ENGINEER, I , 08 E -'602.25' RETAINING WALL "B" 6 0 0.3' SEE TABLE SH. 3 & TYP_ >\20 EX. STORM DI SEE DETAIL 9 9 SH. \WATERONE WHIT 02 .5, TO BE 'DEDIC TO P PUBLIC USE INE EXISTIN(j� 7 10 'EACH SIDE Ok -K\LINE -- iNSTALLED PIPE: ------- . ....... .... ... DOT" ETAINIIN, ,WALL A,,, ,, __EE; ABOVE:- TABLE P EX. 8" WATERLINE BUILDING ll� 2 -STORY NTE '. ),:4,2401,SQ. FT, (GROSS) •(E vy 410, O00 z DOUBLE YELLOW LINE l FF vv 59 1'! c,/O EI,EV.=API 0 7 17-87( .1 f-10 A 1 0 R 3 7 3 Irl EX. STORM MH \2ND rLOOR "ELEV. SAN'. D u EX. STORM A�PROX, 602 Z. .00, \LY 1` ., 55 D; 46 w U4 416 VDOT s 5 TOP =i 578 59� PROP. STORM 24" RC TOP ELEV.=�78.19 �XQ v Y RD DkAIN SEE L)L hLM L VD INV cc 6 LX. �5 1 ORM 18- RCP INVERT OUT=572.71 9A/,B SHE T 8 vv__ _G 2 Yj V 8" W TAKU DRAIN SEE DL\TAIL P/ -07-1 �A/8 t�EET 8,11 IL \VD, VL)U'44 CG12 G12 AN'. C RI:_ TAININt, VVAL SEE TAPLt- SH 610 TYP. 2 59 VDOT 30 4 SANITAR LINE EASEMEN GG 6 Typ,\,, 10', EACH SIDE OF 0 F4 I CA CENTERLIN OF THE SETBACK -1 RETAi'NINC INSTALLED E. WALL % BUILDING, "B" El RPTAINIM, YARD DRAIN _.SEE DE A[ E3 WALL "F", , 'K -_ " \ \ 3 -STORY'* RETAINING �4'Xl 12' MINOR REVISIONS TO. PHASE I" FT. (GROSS} 21,!�04.SQ. JANUARY 17, 2001 H2\ < HANDICAPPED PARKING SPACE MOVED FROM SOUTHEAST' & FIRE PORTION LOT TO NEAR BLD A, DUMPSTER PAD MOVED FROM NEAR FRONT BLD A AB TO SOUTHEASTERN CORNIER PARKING LOT IN PHASE 1. DUMPSTER WILL BE SHARED BY BOTH BUILDINGS. CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE INV.' IN NOTED. .3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 4-J 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 BE FERTILIZED, SEEDED AND MULCHED. VAN THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE, 0 N') LESSER SLOPES OF 3:1 OR BETTER ARE 70 BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 2A OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED �NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIAMANUALFOR UNIFORM V) TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE CL PIPE -CLASS Ill. S. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA Z�2 LIJLj STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) 574.88 SKETCH RE'T.WALL "C" BUILDING 0 NOT TO SCALE TYP L11 NOTE: powwow 609.5' THE CHANGES IN RETAINING WALL "C" 0 I WERE CERTIFIED BY MR. DAVID WYANT, P.E. U AND THE FIELD CHANCES WERE APPROVED BY m THE ENGINEERING DEPARTMENT OF ALBEMARLE 55 COUNTY ON JANUARY 4, 2001. THE SKETCH UCTED SHOWN HERE NOTING THE FIELD CHANGES WAS COMMENT SUPPLIED BY THE OWNER AND IS NOT ' INTENDED ION OR TO REFLECT FIELD LOCATIONS PERFORMED BY R �­ vwl JOHN MCNAIR AND ASSOCIATES. 'ALL WHICH 5 in ON THIS SHEET. JOHN McNAIR AND ASSOCIATES ACCEPTS NO RESPONSiBILTY FOR RETAINING WALLS, EXCEPT WALL "B" IRTT. WHICH WAS CERTIFIED BY THEIR .6".. PVC "OUT CL. C�l 2, ENGINEER, I , 08 E -'602.25' RETAINING WALL "B" 6 0 0.3' SEE TABLE SH. 3 & TYP_ >\20 EX. STORM DI SEE DETAIL 9 9 SH. \WATERONE WHIT 02 .5, TO BE 'DEDIC TO P PUBLIC USE INE EXISTIN(j� 7 10 'EACH SIDE Ok -K\LINE -- iNSTALLED PIPE: ------- . ....... .... ... DOT" ETAINIIN, ,WALL A,,, ,, __EE; ABOVE:- TABLE P EX. 8" WATERLINE BUILDING ll� 2 -STORY NTE '. ),:4,2401,SQ. FT, (GROSS) •(E vy 410, O00 z DOUBLE YELLOW LINE l FF vv 59 1'! c,/O EI,EV.=API 0 7 17-87( .1 f-10 A 1 0 R 3 7 3 Irl EX. STORM MH \2ND rLOOR "ELEV. SAN'. D u EX. STORM A�PROX, 602 Z. .00, \LY 1` ., 55 D; 46 w U4 416 VDOT s 5 TOP =i 578 59� PROP. STORM 24" RC TOP ELEV.=�78.19 �XQ v Y RD DkAIN SEE L)L hLM L VD INV cc 6 LX. �5 1 ORM 18- RCP INVERT OUT=572.71 9A/,B SHE T 8 vv__ _G 2 Yj V 8" W TAKU DRAIN SEE DL\TAIL P/ -07-1 �A/8 t�EET 8,11 IL \VD, VL)U'44 CG12 G12 AN'. C RI:_ TAININt, VVAL SEE TAPLt- SH 610 TYP. 2 59 VDOT 30 4 SANITAR LINE EASEMEN GG 6 Typ,\,, 10', EACH SIDE OF 0 F4 I CA CENTERLIN OF THE SETBACK -1 RETAi'NINC INSTALLED E. WALL % BUILDING, "B" El RPTAINIM, YARD DRAIN _.SEE DE A[ E3 WALL "F", , 'K -_ " \ \ 3 -STORY'* RETAINING �4'Xl 12' MINOR REVISIONS TO. PHASE I" FT. (GROSS} 21,!�04.SQ. JANUARY 17, 2001 H2\ < HANDICAPPED PARKING SPACE MOVED FROM SOUTHEAST' & FIRE PORTION LOT TO NEAR BLD A, DUMPSTER PAD MOVED FROM NEAR FRONT BLD A AB TO SOUTHEASTERN CORNIER PARKING LOT IN PHASE 1. DUMPSTER WILL BE SHARED BY BOTH BUILDINGS. LANE PED'fESTRIAN CROiSSHN�(Go SIGN X TOP.ELEV. INV.' IN v INV- OUT REMARKS 4-J 68 571.76 571.55 nf En VAN V) L_ 0 N') 0 ofW Or 2A 577-24' LANE PED'fESTRIAN CROiSSHN�(Go SIGN X HARKING 11 z MAP REF. 13 M CROSSWALK, PEDESTRIAN CROSSING SIGN, AND VDO p/4i SETBACK Ac SIDEWALK EXTENSION TO ALLOW ACCESS TO BLD B. 1 CO C.\,. DUMPSTER PAD SEE DETAIL 5' Ex. -5 At, TYP. 8 H_\ 8 MARCH 26, 2001 CON C. RETAINING WALL C AS SHOWN IS SKETCH S B I DING RE FRICTION NE //D\\ AND TABLE THIS SHEET. 6' WO 'RRIVAC TOP VIE 2"x4" PRESSURE TREATED PINE (MIN.) 4"x4' or 6"x6 PRESSURE TREATED PINE VERT. POST (MIN.) STAGGER FX MATERIALS & FINISHES AS SPECIFIED BY CONTRACTOR & APPROVED BY OWNER FRONT ELEVATIOtd C -O" TO 9'-0" MAX. FIN. GRD. 50 DF\F NCE TO, LO R/W COWTRUCTED C4 p . , - I . < i/ �_ - * / r - - -j 17 1..� k! I �yp_ tNCE CENTE INE 13 . � / ! \ t i ��'; Rom\�PROPERTYI INE. D 1 50 C7 SAN- B v V V V V v V v v kv VTURBED IV REE PROTEC I i i jT TION! 01) LIMITS QF 20"PARKIN6 !PLASTIC FENCE J 20' TYP b0NSTRUCTION BUFFS LEARING SUBACK i SETBACK V)o 491.46' (BUFFER),/ Z --T SHED V) SHED SHED/ " 600 TOP.ELEV. INV.' IN v INV- OUT REMARKS 4-J 577.67' 571.76 571.55 nf En 2 V) L_ 0 N') 0 ofW Or 2A 577-24' _j Lj EXISTING STR. V) 578.59' U 574.09 CL EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4-J O uj U- LLI Z�2 LIJLj 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 0 583.50 TYP L11 > powwow L0 0 580 -OD' U 576.25 m X 55 v) (D ce 2� 6 581.27' R �­ vwl _VDOT 577.15 5 in z .592.19 < 10 HARKING 11 z MAP REF. 13 M CROSSWALK, PEDESTRIAN CROSSING SIGN, AND VDO p/4i SETBACK Ac SIDEWALK EXTENSION TO ALLOW ACCESS TO BLD B. 1 CO C.\,. DUMPSTER PAD SEE DETAIL 5' Ex. -5 At, TYP. 8 H_\ 8 MARCH 26, 2001 CON C. RETAINING WALL C AS SHOWN IS SKETCH S B I DING RE FRICTION NE //D\\ AND TABLE THIS SHEET. 6' WO 'RRIVAC TOP VIE 2"x4" PRESSURE TREATED PINE (MIN.) 4"x4' or 6"x6 PRESSURE TREATED PINE VERT. POST (MIN.) STAGGER FX MATERIALS & FINISHES AS SPECIFIED BY CONTRACTOR & APPROVED BY OWNER FRONT ELEVATIOtd C -O" TO 9'-0" MAX. FIN. GRD. 50 DF\F NCE TO, LO R/W COWTRUCTED C4 p . , - I . < i/ �_ - * / r - - -j 17 1..� k! I �yp_ tNCE CENTE INE 13 . � / ! \ t i ��'; Rom\�PROPERTYI INE. D 1 50 C7 SAN- B v V V V V v V v v kv VTURBED IV REE PROTEC I i i jT TION! 01) LIMITS QF 20"PARKIN6 !PLASTIC FENCE J 20' TYP b0NSTRUCTION BUFFS LEARING SUBACK i SETBACK V)o 491.46' (BUFFER),/ Z --T SHED V) SHED SHED/ " 600 TOP.ELEV. INV.' IN v INV- OUT REMARKS 4-J 577.67' 571.76 571.55 nf En 2 V) L_ 0 N') 0 ofW Or 2A 577-24' _j Lj EXISTING STR. V) 578.59' U 574.09 CL EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4-J O uj U- LLI Z�2 LIJLj 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 0 583.50 TYP L11 > powwow L0 HARKING 11 z MAP REF. 13 M CROSSWALK, PEDESTRIAN CROSSING SIGN, AND VDO p/4i SETBACK Ac SIDEWALK EXTENSION TO ALLOW ACCESS TO BLD B. 1 CO C.\,. DUMPSTER PAD SEE DETAIL 5' Ex. -5 At, TYP. 8 H_\ 8 MARCH 26, 2001 CON C. RETAINING WALL C AS SHOWN IS SKETCH S B I DING RE FRICTION NE //D\\ AND TABLE THIS SHEET. 6' WO 'RRIVAC TOP VIE 2"x4" PRESSURE TREATED PINE (MIN.) 4"x4' or 6"x6 PRESSURE TREATED PINE VERT. POST (MIN.) STAGGER FX MATERIALS & FINISHES AS SPECIFIED BY CONTRACTOR & APPROVED BY OWNER FRONT ELEVATIOtd C -O" TO 9'-0" MAX. FIN. GRD. 50 DF\F NCE TO, LO R/W COWTRUCTED C4 p . , - I . < i/ �_ - * / r - - -j 17 1..� k! I �yp_ tNCE CENTE INE 13 . � / ! \ t i ��'; Rom\�PROPERTYI INE. D 1 50 C7 SAN- B v V V V V v V v v kv VTURBED IV REE PROTEC I i i jT TION! 01) LIMITS QF 20"PARKIN6 !PLASTIC FENCE J 20' TYP b0NSTRUCTION BUFFS LEARING SUBACK i SETBACK V)o 491.46' (BUFFER),/ Z --T SHED V) SHED SHED/ " 600 b TOP.ELEV. INV.' IN v INV- OUT REMARKS 4-J 577.67' 571.76 571.55 nf En 2 V) L_ 0 N') 0 ofW 00 cfl 0) 2A 577-24' _j Lj EXISTING STR. V) 578.59' m 574.09 CL EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4-J O uj U- LLI Z�2 LIJLj 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 0 583.50 60 > powwow L0 0 580 -OD' U 576.25 m X 55 v) (D ce 2� 6 581.27' R �­ vwl 577.40 fr7 577.15 5 in z .592.19 < 10 0 VDOT DI -30 6' THROAT 67 593-02 u 587.03 j U Cr Q 598.30 0) 591.07 M CD 0 E uj _j 578.77 z :g. 8 586-25' _j 579.51 579.26 M lL it 7- m z LE2 586.43 LjaQ �i :F 0 ce 0 0 < D_ F:< Z on Lj Ld (n Ld a: ;E� 0 Z < 0 z .,t D z re Lu U. W L'i CL m0 Z z C) m F, 0 _j ®fl Uj Lj cc =z, a. 's m in 0 ? z cl 0z 6 .j C; W 00 m zi z CL U 0 -y Lj - cn a- LAJ L4 m 0 C,D cz) un X z rL,,:, F, Z E m :z < L> LS Uzi U'J 00 UJ 00 0) ED n! 0 Z b TOP.ELEV. INV.' IN v INV- OUT REMARKS 4-J 577.67' 571.76 571.55 _j < 2 V) L_ 0 N') 0 0) 00 cfl 0) 2A 577-24' to 573.29 EXISTING STR. V) 578.59' 574.09 CL EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4-J uj < > 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 44 583.50 60 > powwow L0 5 580 -OD' U 576.25 576.00 X 55 v) (D ce 0 6 581.27' 578.15 fr66 577.40 fr7 577.15 0 z .592.19 U 0 VDOT DI -30 6' THROAT 67 593-02 u 587.03 j ,� Q 598.30 0) 591.07 M CD 0 E 579.02 578.77 VDOT DI -313 8' THROAT 8 586-25' 579.51 579.26 M lL 589.63' b WOOD PRIVACY EX. 6 :h32' LOT. .33 FENCE (6FFSITE) PAVEMENT WIDTH MAP", REF. i i rl LOT 3,4 1 LOT 35 LOT 36 LO Lu IMAP REF. 1 D LOT 37 LOT 35 MAP REF. 8 MAP�\�REF. MAP REF_ 11 MAP REF_ 12 STORM. DRAN-STRUCTURE SCHEDULE STR. NO. TOP.ELEV. INV.' IN uj INV- OUT REMARKS 577.67' 571.76 571.55 _j < 2 578.19* u V) z EXISTING STR., REPLACE WITH STANDARD 4' DIA. PRECAST MH. 2A 577-24' 573.61 573.29 EXISTING STR. 3 578.59' 574.09 CL EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4-J 579-92 z 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 44 583.50 > powwow n -n--. 5 580 -OD' U 576.25 576.00 4-J 55 58630, ce VDOT DI -3B 8' THROAT 6 581.27' 578.15 fr66 577.40 fr7 577.15 0 z .592.19 U 0 VDOT DI -30 6' THROAT 67 593-02 u 587.03 j VDOT DI -3B 6' THROAT 68 598.30 591.07 VDOT DI -3B 6' THROAT 0 E 579.02 578.77 VDOT DI -313 8' THROAT WOOD PRIVACY EX. 6 :h32' LOT. .33 FENCE (6FFSITE) PAVEMENT WIDTH MAP", REF. i i rl LOT 3,4 1 LOT 35 LOT 36 LO Lu IMAP REF. 1 D LOT 37 LOT 35 MAP REF. 8 MAP�\�REF. MAP REF_ 11 MAP REF_ 12 STORM. DRAN-STRUCTURE SCHEDULE STR. NO. TOP.ELEV. INV.' IN INV. IN INV- OUT REMARKS 577.67' 571.76 571.55 EXISTING STIR. 2 578.19* 573.21 572.71 EXISTING STR., REPLACE WITH STANDARD 4' DIA. PRECAST MH. 2A 577-24' 573.61 573.29 EXISTING STR. 3 578.59' 574.09 573.84 EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP_ 4 579-92 575.00 574.88 4' DIP, PRECAST MH WZ FRAME & COVER 44 583.50 577.90 VDOT DI -3C 12' 'THROAT 5 580 -OD' 577.00 f r55 576.25 576.00 VDOT DI -313 12' THROAT, 55 58630, 576.00 VDOT DI -3B 8' THROAT 6 581.27' 578.15 fr66 577.40 fr7 577.15 VDOT DI -3B 20' THROAT 66 .592.19 585.10 584.90 VDOT DI -30 6' THROAT 67 593-02 587.03 586.83 VDOT DI -3B 6' THROAT 68 598.30 591.07 VDOT DI -3B 6' THROAT 7 584.00' 579.02 578.77 VDOT DI -313 8' THROAT 8 586-25' 579.51 579.26 'VDOT DI '3C 6' THROAT 589.63' 586.68 586.43 EXISTING STR., ALTER INVERT OUT TO ACCOMIDATE NEW 18" RCP, PLUG EX. PIPE OUTFALL. OAK FOREST SUBDIVISION ZONED RESIDENTIAL -R4 PROJECT NO- 99068 4 DATE: Jon. 19, 2000 SCALE: 1"=20' DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM EX. FIRE HYDRANT SCALE: AS SHOWN V) SHEET NO. PROP. EX. SAN.EX- 8" SAN. SAN A EX. 8" SAN MH AA r MH BB ------- (D TOP ELEV.= 578.47' OT INV. ELEV-=- 573.07' EX SAN. MH60A TOP 'ELEV.=591.68' MATCHES MH60A TOP ELEV_ AS NOTED ON ASBUILT PLAN AND PROFILE OF BERKELEY INTERCEPTOR SEWER, (STA. 264+00 TO STA. 278+60.25), BY JOHN MQNAIR AND ASSOCIATES. BM INV. = 584.71 BENCH MARK TOP FIRE HYDRANT ELEV. = 595.21' US COAST & GEODETICS DATUM PER B. AUBREY HUFFMAN & ASSOC. N:5137.929 EXISTING FIRE E:47 EX- SAN. MH 60A HYDRANT ------------------------------------------------------ _-, ±300 TO C/L MATH_ TO EX. �_HYDRAULIC RD."-) CUR& GUTTER 1 R11 RETAINING WALL "B" - SEE DETAIL 9/9 SH. .9 & SEE TABLE Sir4. 3 80 4" C, .3 - '0 :4759.97200.000 A-�'00 es 19� 000.000 -LO' P 4?" 4j%�^ 3 SETg��G / 123 uo 7 64.00 '140 1 15 .50" -N:4974.283 E 92,3. 6 3 9 b 4 cc _0 (D 24.57 R24.57 LO 5 01 0 NOTE: ALL COORDINATES TO BACK OF CURB NO NORTHING EASTING COMMENTS 1 N:4993-629 E:4882-291 20.0RADIUS. 2 N:4979.325 E:4868-312 PRC 3 N:4969.938 E:4903.329 CORNER PARKING 4 tN:4990.876 E:4845-442 PT 5 N:4991.760 E:4840.014 PC 6 IN:4994.721 L4840.496 3.0' RADIUS 7 N:5010.009 E:4839.947 CORNER PARKING 8 tN:5020.300 E:4776.780 CORNER PARKING 9 IN:5005.978 E:4771.407 3.0' RADIUS 10 IN:4975-381 E:4766.422 -3-09 RAD­J0S__ 11 N:4960.094 E:4766-971 CORNER PARKING 12 IN:4948.516 E:4838.034 CORNER PARKING -13 IN:4948-929 E:4838.608 42__5-& 17-5' RADIUS 14 N:4951.316 E:4839.504 CORNER ISLAND 15- N:4962.254 E:4844.325 RADIUS 16 N:4952.200 E:4852-734 '3.0 RADIUS 17 N:4888.310 E-4828.225 CORNER ISLAND 18 N:4873.505 E:4825-813 CORNER ISLAND 19 N:4848.891 E:4883.607 CORNER PARKING 20 N:4842.460 E:4870.221 20' RADIUS 21 N:4854.264 E.,4869-285 3.0' RADIUS 22 N:4856.820 E:4872.234 5.5 RADIUS 23 N:4874.054 E:4841.100 3.0 RADIUS 24 N:4882.937 E:4842-548 3.0' RADIUS 25 N-4897-339 E:4876-303 3.0' RADIUS 26 N:4897.888 E:4891.590 CORNER PARKING 27 N:4926.389 E:4948-205 PC 28 N:4924.464 E:4946-102 PT 29 N:4903.818 E:4951.876 52.5' RADIUS 30 N:4911.950 E:4961.311 19.5' RADIUS .31 N:4850.789 E:5012.977 99.5' RADIUS 32 N:4892.739 E:4944.840 19.5' RADIUS 33 N:4874.746 E:4937.322 PRC 34 N:4869.183 E:4952.112 3.0 RADIUS 35 N:4902.965 E:4928.236 PCC 36 N:4879-255 E:4963.682 CORNER PARKING 37 N:4840-443 E:5013.939 ANGLE PT. PARKING 38 N:4838.411 E:5017.319 ANGLE PT. PARKING 39 N:4826.701 E:5007-117 2.5' RADIUS 40 N:4826.222 E:5007-901 2.5' RADIUS 41 N:4818.137 E:5058.053 CORNER PARKING 42 N:4804-340 E:5054.537 3-0 RADIUS -4-3 N:419 /.3 TO L:bubb29Ad__ PC -- 44 N:4764.441 E:5086-551 PRC 45 N:4759.296 E,5087.305 PCC 46 N:4760.528 E:5090.041 3.0' RADIUS 47 N-4778.464 E:5099.175 CORNER LOADING 48 N:4736.445 E:5203.229 CORNER PARKING 49 N:4718.859 E:5200.536 3.0 RADIUS 50 N:4710.959 E:5214-770 CORNER PARKING 51 N:4633.157 E:5188.868 CORNER PARKING 52 N:4636.030 E:5170-853 3.0 RADIUS 53 N:4622.272 E:5163.111 CORNER PARKING 54 -N,4659-229 E:5052.101 CORNER PARKING 55 N:4652-675 E:5049-932 CORNER PARKING 56 N:4656.724 E:5037.566 COR. LOADING 57 N:4682-738 E:5043.064 3.0 RADIUS 58 N:4692-654 E:5022.777 CORNER PARKING 59 N:4757.570 E:5058.893 3.0 RADIUS 131 N:4888.918 E:4873.210 PCC 132 N:4827.482 E:4881.912 I RETAINING WALL 124 FIELD CONTROL BY B. AUBREY HUFFMAN 27 0 16-1- 4 29 24.0' 116d• .. 1g.5' 35 4 'R:4869.192 126 rn N.4906.779 E:4729-940 RETAINING WALL "C"' SEE TABLE SH. 3 Cill 3 ILLJ 0 -4 40 7) P +25. 6j 0') - Nq WALL O -P1 61 3 RETANI 7 3 EE TABLE -SH. 3 4 1- A 45.5' 81 0 z3Q D3 Tq 17 cl� c� 4R 1 C6,9 1 40 37,, 400 1.7 B"A" -41 BUILDING 15 2 -STS` ?Y 23 V. Q) Q) 13.92' U lvl� 43.03' Cv 4014.508 SO. FT. (GROSS) . .0no <P; 43 1 NOTE: VERIFY ALL COORDINATES USING DIMENSIONS SHOWN BELOW, NO. NORTHING EASTING COMMENTS 60 N:4763.195 E:5095.969 RADIUS .61 N:4768.441 E:5056-314 RA I' 62 N:4773.821 E.-5048.069 3.0' RADIUS 63 N:4760.048 E:5037.863 CORNER PARKING 64 N:4783.695 E:4990.322 CORNER PARKING 65 N:4798.652 E:4994.524 3.0' -RADIUS 66 N:4802.254 E:4988.632 3.0' RADIUS 67 N:4791.973 E:4976.901 CORNER PARKING 68 N:4831.091 E.-4926.248 CORNER PARKING 69 N:4844.720 E:4932.983 3.0' RADIUS 70 N:4852.361 E:4924.348 PCC 71 N:4843.847 E:4921.347 9.5' RADIUS 72 N:4845.062 E--4911.925 PT 73 N:4829.073 E:4918.238' RADIUS 74* N:4755,012 E:4900.307 PT 75 N:4758.528 E:4873.033 27.5' RADIUS 77 N:4615.377 E:5161.682 FACE 1' RET. WALL 28 N:4810.444 E:5058-893 FACE 1' RET. WALL 79 N:4315.500 E:5061.057 FACE 1' RET. WALL 80 N:4820.752 E--5058-954 FACE V RET. WALL 81 N:4831.180 E:5034.592 FACE V RET. WALL 84 N:4726.715 E:4876.481 4.5' RADIUS 85 N:4717.701 E:4868.738 CORNER PARKING 86 N:4760.028 E:4741.598 CORNER PARKING 87 N:4775.682 E:4743.648 3.0' RADIUS 87A N:4778.528 E:4744.596 CORNER PARKING 88 N:4805.003 E:4750.549 2.5' RADIUS 88A N:4802.736 E:4749.202 CORKER PARKING 89 N:4818.920 E:4757.817 CORNIER PARKING 90 N:4782.596 E:4870.092 CORNER PARKING 91 N:4785.523 E:4862.881 20.0' RADIUS 92' N:4768.834 E:4868.145 2.5' RADIUS 93 N:4766, 49 E:4868.897 PCC 94 N:4782.'0166 E:4882.717 PT 95 N:4839.903 E:4890.057 PC 106 N:4760.704 E:4744.317 3.0/ RAD. FACE WALL .10-7 N: 9b.4bb E:4747.850 CORNER WALL 107A N:4829.250 E:4742.353 ANGLE WALL 107B N:4806.661 E:4747.937 ANGLE WALL 108 N:4761_16 E:4741.345 PC WALL 109 N:4757.857 E:4743.369 PT WALL 110 N:4732.589 E:4819.269 CORNER WALL 113 N:483ti.400 E7=b03S__M CORNER WALL 114 N:4371.794 E:5008.179 CORNER WALL 115 N:5019.704 E:4771.111 CORNER WALL 116 N:4955.894 E:4764.767 PT WALL 117 N:4951.946 E:4764.124 PC WALL 118 N:4956.537 E:4760.819 4.0' RAD. FACE WALL 119 N:4891.528 E:4876.876 4.5' RADIUS 120 N.-4887.892 E:4874.901 PCC 121 N:4909.064 E:4899.376 PRC 122 N:49491.512 E:4918.705 PRC 123 N:493-'.516 E:4992-586 PCC 124 N:4925.056 E:4975.750 PT 126 N:4909.185 E:4877.878 21.5' RADIUS 127 N:4792.663 E:4876.789 RETAINING WALL 128 N:4819.789 E:4795.3,08 RETAINING WALL 129 N:4824.154 E:4796.019 RETAINING WALL 130 N:4890.368 E:4875-247 2.5' RAD I U S 131 N:4888.918 E:4873.210 PCC 132 N:4827.482 E:4881.912 I RETAINING WALL 133 N:4806.131 E:4872-213 RETAINING WALL 134 N:4826.969 E:4809-619 RETAINING WALL 135 136 N:4822.503 N.4%99.199 E:4806-152 E--4876-150 RETAINING WALL RETAINING WALL 137 N:4802.324 E:4881.210 RETAINING WALL MATCH TO EX. CURB & GUTTER, AND SIDEWALK N:4745.928 E:52,10-499 64'8"X120'8" a 15- 271 V, 21 +22 IV t• , . 7 0 00' FF ELEV.=APPROX. 591. 15-00 47- 13- 7 , 0 x 2ND F! OOR. ELEV.= 7 40 9,0, Q) 0 7.00' 1 95 cu! 99.00' APPROX. 602'• 20 OFT. O LO 4 CD U9'. 4 L 66 /�NVA 10, t ' CpNC ' S/ RETAINING WALL- "C" 40 U-) �D 65 1�54 4 SEE TABLE SH. 3 5 cc 16,00' 50 :4702.849 59 :5 3..428 RETAINING WALL "F" 1p jt ...�.5. 1'3.76' P4RKING PEDESTRIAN C. �IW SEE TABLE SH. 3 134 37 4 4" c6N 41 .0. S8TBACK -CROSSING C14 + SIGN RETAINING WALL "E" 135' 'N P HAS E,,o Q$ SEE TABLE SH. 3 127 �bl 110.0, 107A ,� �,A : & . . 9.0, RETAINING WALL "H" -c ag 71! SEE TABLE SH. 3 1 on w6 4. V) '4 24' U1 7- 1078 - 1 4, 0 24.0' - '�20. 0, 0 06 0 60 IVAN74 9.0, BUILDING B" m A il) 3 -STORY V) pe) 4 88A 21,504 SQ. FT. (GROSS) 64'X1 12' Q) E:4808;567 FF=590.35' 87A 22- 5 50' SEE �H.3 MINCE 57 REV SION� PHASE 1" 45.- 87 52 V BUILDING) :`13 SETBACKI U-) 00 . . rn � 1 10 Ln I T; LDL- - 0cW. vr.. I T) 5 8 C15 6) (N /B\ 117.00' 5� 77 y 1110 134.00' 85 CD 16.9 C) I 50' BUILDING LO 26-00' 7' 590 130-00' (TOTAL WALL) .......... .. ....SETBACK ....... .. .... 1 ETAINING WALL "C" , 1.0' C/L RETAINING WALL "Dl�lz SEE TABLE SH. 3 20.0' 20.0' FENCE CONSTRUCTION PARKING TO EDGE SEE TABLE SH_ 3 SETBACK SETBACK OF BUFFER N:4734.453 491,46'i 41 N:4640.318 I F_5n2l 8,94 E:4731.272 N71"35'11"WN:4579.215 - N:4582-949 E: 97.568 E:5180-833 4(D' Wm_ SCALE: 1 "=20' 4668.893 E:5273.705 r1j U-1 u Z w uu 9E ce F- > z n-rL-- n CLL sJ z < "�) cy.00 0. 0 Lu Lij F- U. .y Ur I uj < sms."m Mj U ce V)0 < < (�D:2 2 C) § ce � ui r cl% m PROJECT NO. 99068 DATE: DESIGN Jan. BY: uj DRAWN o 5E w a< JWM Z: AS V) W O 0 - Zn m Ud Z m R 0 Z U W 0 M 0 0� N M m < 0 C) 0 Z w 0 U-1 --1 0 m tri ca Z: z w < Z Ld =i z < = z CLCL LLJ CL 0 w 0 8 m uj 0 _j < 0 07- 0 W w CD ul Z C) z w L) ZIL) I L_ C) CD C) 0 00 0 W co co Ln M 0 Z 4-J V) CD 0 Q0 u.j < 0) >O 1-1 E) cz 0 LO Q) X z 0 U T_ C),) M CD co E 8d ww� n E 11 Ll 11 r1j U-1 u Z w uu 9E ce F- > z n-rL-- n CLL sJ z < "�) cy.00 0. 0 Lu Lij F- U. .y Ur I uj < sms."m Mj U ce V)0 < < (�D:2 2 C) § ce � ui r cl% m PROJECT NO. 99068 DATE: DESIGN Jan. BY: 19, 2000 JWM DRAWN o 5E w APPROVED: JWM Z: AS a FROG r1j U-1 u Z w uu 9E ce F- > z n-rL-- n CLL sJ z < "�) cy.00 0. 0 Lu Lij F- U. .y Ur I uj < sms."m Mj U ce V)0 < < (�D:2 2 C) § ce � ui r cl% m PROJECT NO. 99068 DATE: DESIGN Jan. BY: 19, 2000 JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. Of 10 --AN- PVC) t EX. SAN. MH 60 G MH 60A + TOP ELEV.=587.90' TOTAL EXT. GROSS SF.=14508.0 SF. INV. ELEV.=582-51' EXT- WALLS OF ,BLD LF IN FEET TOTAL SF CONC. RET. WALL 199 1.1 219 WOOD @ 1ST FLOOR 199 .84 167 WOOD @ 2ND FLOOR 398 .84 334 BENCH MARK TOP FIRE HYDRANT 720 -- SPACES (145D8-720) x (.8) /200=55.15=56 ;spaces ELEV. = 595.21' US COAST & GEODETICS DATUM BUILDING "B" (PHASE iI OF CONSTUCTION) _ EXT. GROSS SF.=71.68 SF. PER FLOOR PER B. AUBREY HUFFMAN & ASSOC.°-- TOTAL EXT. GROSS SF =21504 SF Cz p L0 � -�� ack J 1 am Nw r G m C.B. TOP = 589.63 INV. = 86.43 z as iJ GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR / SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERAILS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. i PARKING LOT CALCULATIONS BUILDING °A" (PHASE I OF CONSTUCTION) G EXT. GROSS SF.= 7254.0 SF. PER FLOOR n STORIES=2 TOTAL EXT. GROSS SF.=14508.0 SF. tCS WALL THICKNESS EXT- WALLS OF ,BLD LF IN FEET TOTAL SF CONC. RET. WALL 199 1.1 219 WOOD @ 1ST FLOOR 199 .84 167 WOOD @ 2ND FLOOR 398 .84 334 r 720 TOTAL EXT. GROSS -EXT. WALLS X .8 / .200= SPACES (145D8-720) x (.8) /200=55.15=56 ;spaces r BUILDING "B" (PHASE iI OF CONSTUCTION) w EXT. GROSS SF.=71.68 SF. PER FLOOR STORIES=3 TOTAL EXT. GROSS SF =21504 SF Cz 10 g pIC �y ^ 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEDDETIG SURVEY- --- _---'\ DA EX. 15" RCP ��c>�. �' ��''-,.,.4zg 3'$D, on ^ � , • WALT G 0 4 '_ ALTER EX. STIR. 9 TO ACCOMIDATE NEW 24" RCP. PLUG MH AT EXISTING PIPE OUTFALL WITH A MIN. OF 8" MASONRY OR CONCRETE AS REQUIRED. SAWCUT AS REQUIRED FOR DEMOLITION AND NEW CONSTRUCTION. BACKFILL ROAD PAVEMENT PER DETAIL 1/5. ADHERE TO SAME TRAFFIC CONTROL CRITERIA AS NOTED FOR THE STORMrr PIPE REPLACEMENT BETWEEN STIRS 2- r'=''`. 43+ �v a i 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS L Hf KNESS r, 32 x ► UTILITY" . (1-800-552-7001). EXT_ WALLS OF BLD. LF. IN FEET TOTAL SF_ j -`- A= j $ WOOD @ 1 ST FLOOR 352 .76 267 6- ALL WATER AND SEWER PIPES SHALL HAVE: A MINIMUM OF 3 FEET OF WOOD @ 2ND FLOOR 352 .76 267 \ Q c,, �� �j�• r : j COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF WOOD @ 2ND FLOOR 352 .76 267 PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS g01O0 AND WATER LINES, ETC. ---...,.` 0 '• ;,: TOTAL EXT. GROSS -EXT. WALLS X .8 / 200= SPACES 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE (21504-801\ x (-8) /200=82.8=83 spaces 'SITE \ ° a OF ROADSIDE DITCHES. DI. TOP =593.13\ 8. VALVES ON DEAD LINES SHALL BE RODDED TO PROVIDE ADEQUATE IM'=569.63 \-:'•,. ~�. Q R \ RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LtNE, OPEN CUT ROAD TO INSTALL NEN! $" WATERLINE. EX. £P'-�- COORDINATE WITH VDOT, PERFORM WORK DURING OFF --PEAK TRAVEL TIMES. PROVIDE PROPER THERE IS INSUFFICIENT FIRE FLOW, TRAFFIC CONTROL AT END OF EACH WORK DAY SO ALL BUILDINGS WILL HAVE A MAINTAIN TWO OPEN LANES OF TRAFFIC. ADHERE SPRINKLER SYSTEM. p 1 1TO ALL APPLICABLE SAFETY REGULATIONS. t \ 2Q, CG12 COORDINATE WITH OWNER. FIELD VERIFY ALL INVERTS `-- AND RIM ELEVATIONS, OPEN CUT ROAD TO REMOVE EX. PIPE \ ~LIGHT POLE DETAIL AND TO INSTALL NEW PIPE AND MH. SEE S;iEEt 9, LEGATE 3/9 \` 7 24" RCR MAINTAIN A MIN. OF ONE LANE OF TRAFFIC `� ` "� " • \ :4946.092�Q IN AND OUT 'OF OAK FOREST DRIVE AT ALL RETAINING WALL "B" E:4915.574 �' N:4909 745 TIMES DURING THE WORK DAY. PROVIDE -----'� I :OPER TRAFFIC CONTROL AT END OF EACH PLANS INDICATE A MANHOLE IN SEE LEGATE 9/9 SH. 9 ----- . Cr,, 12 <. ° :4990.324 & SEE BLE WORK DAY, MAINTAIN TWO OPEN LANES OF T H. 3 58 5 TRAFFIC. ADHERE TO ALL APPLICABLE SAFETY THIS AREA (BURIED), VERIFY SEE SH. 3 FOR �``_ i GULATIONS. COORDINATE' WITH OWNER. LOCATION. STORM SEWER 7a o i ° SEE SHEET 7, `c'n1 CHEDULE. DETAIL 5/7 /9+. . a •. _ ° •' a ° g FOR WATERLINE "SEE SHEET 27 4 ✓ PROFILES. Q �` 1� ° 2 " $ ,..... FOR STORM 7, EWERAlP OF{LES. 1 �G �'� 4 RCA SHEET oN LIMITS OF MILLING ARE SEE 7> 1 10 ON EITHER SIDE OF 7 °I " - .ty;' OPEN CUT AND SHOWN OUTFLOW OF 6" WATERMETER TO BE SIZED BY d FOR STORhVI AS HATCHED AREA ON a -- SEWER PROFILES. - -_.. RCP @ RETAINING ( \ • •';.• o ` . ,. _ • THIS SHEET. REPLACE WITH WALL. INV. OUT= ALBEMARLE COUNTY SERVICE a. _ d " _ a- 1.5 SM -2A AFTER PATCHING AUTHORITY ...AT LATER DATE. ,.• `- - ... ,; - -.... _. _. R .._. _ _...... _ ._ ,1 _ _ - - P� _. v > FIRE HYDRANT_ SEE __ C '` G12 X92:5 _ ° ... 4 . �1 ,.. - _ _.....- TRENCH IN ACCORDANCE DETAIL 1 8 SH. 8 W/M FH _. �. A _ .. _ _. _ \\ QUA. ... <. N:4817.578 _. _ _ I WITH MP -71: N:4890.839 E:5083:755 t BACKFL01^I PREVENTION E..4 -�, E-4876.305 ,v, ' ` O RETAIN NG A " " ` .' ° I ------ 5 l �- yr i Q " E TABLE SHEET 5 , + �' DEVICES WILL BE REQUIRED 1 - W - �., �� 23 D �A TA, SEE SHEET 7, DETAIL 4 7 / ON THE WATERLINE A- EACH 1` - ~ �''`W -- _ 12" RC ..,� '_ Y,� © 11 T 3,3 / 4 k BUILDING. RPZ TYPE S "-`-- S `- _ �`' `' ._-. �... -,� R29 $ 9 , 3 ,�� FOR STORM SEWER PROFILES :1 ©-440DROP, C/0 '"~ S - W - 55 �_.�� g'6-� D N:4763.690 �. SANITARY Ni4$79.$91 --_`'- CG12 ~-- 8" 5 d_ E:5164.220 9 P. S 24 C o X SERVICE °. ° S -- W -_ DIP -- _ " ° INV=573. " ' LINE SEE E:4869.408 N:4843.918 S_- �Y 24 RCF RM RC Z .:4911.253 -_--__.._...-...._..---_ __.--_----___,--.._ E TO L) DETAIL 1C/7 ° ~- S '^ '" - _ " �'` ` ` ~ A - a ° 2 mm gig BEND _ .� SHEET 7 N:4839.795 --` ° S Q -C "- W ,. / 20' TYPICAL 4� 24" RCP f� 2 E:4890.540 GQ S�SAt�. PROP. 8 W L 8" DIP ' G4 I- LO `A .� FR 66 7 S 2Q, r -- �W 1"d WATERLINE __ W W W W YARD DRAINS 1�.,; �' r TYp EASEMENT. --_ EX. STORM SEE DETAIL SEE SHEET 7 ��"` SqN _SeWAL �` --- f. _ -� s,,: �5'�� , 15' RCP 9A/8 SH. 8 7 1 74 , . 1` SEM-. _ _. _ _ _ - _ ~ . `~-= r.� - r _ _ _ _ _ _ - _ - - �r��a v _ c5� �� D! P r- "I , HC ACCESS SEE DETAIL 1 / 67" ,C� `� f T _ `, 44 - '��• - (~ FOR SANITARY s�, 5, v�,• S g I 1 1 ,8"X8' .° ,v. a J `�s 'o o � TAPPING DETAIL 7 8 SH. 8 SEWER PROFILES. S d a a -- / SEE SHEET 7 l ° W/ SLEEVE AND VALVE ° DETAIL 3/7 -� ' 2A f zo- ', ' RETAINING WALL "C" 4 • FOR STORM � o ... • a° •. 4 • •.. SEE SHEET 7, VDDT 2B SEWER PROFILES. a . SEE TABLE SH_ •. o ° • . ° ... .� [[ 4• 5g5 d _ -. `� s -.� DETAIL 4/7 CG 6 } BLD »A" A ` ' ' 4.* ' q. 4' A o �. °. '�'� iD . CG.12 '� . °. ° a >° .. a d ` \\ \ FOR PROFILES. } i I9' °� a : a 9 C1 SAN. C� { r 1 „ „ I cv L N:4767.0'74___,S RETAINING WALL F REGAINING WALL "H" n °�', SEE TABLE SH. 3 a E:5068.606\ } SEE TABLE SH. 3 SEE TABLE SH. 3 Y }•° CG12 SANITARY RETAINING WALL "E" P \\�Q s BACKFLOW PREVENTION SERVICE DEVICES WILL BE REQUIRED LINE SEESEE IABLL SK3 A ON THE WATERLINE AT EACH DETAIL 1 C/7 PPILDING. (RPZ TYPE) SHEET 7 7 VDOT cn 4 Q CG2 Q Li.1 C� 6 CG12 68 PEDESTRIAN • �t '••. (�- � 12 I ° •. CROSSING .� � "•CI.A•A• MIN. 1.5" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE SM -2A MIN_ 10" TYPE I SIZE 21 A OR B AGG. COMPACTED TO 100% MAX. DENSITY AT OPTIMUM MOISTURE CONTENT. RETAINING WA "C" PLANT MIX MINIMUM OF 6" BM -2 (BASE MIX) MATCH EX_ PAVEMENT OR CURB ELEVATION. 17.5" 6' APPROVED SOIL OR SELECT BENCH MATERIAL TYPE I, CBR 30 COMPACTED TO 95% MAX. DENSITY AT OPTIMUM MOISTURE CONTENT. r i r c SIDE CLEARANCE PER PIPE WANUFACTURERS SPECIFICATION SAND OR NO. 57 STONE 0X00 000 0 C, B�DDING * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MIN. TRENCH WIDTH MAY BE 36" MAXIMUM. SEE UB -1 (ROAD AND TO SUPPORT TRENCH BRIDGE STANDARDS VOLUME I!).. BOX. (O.D_+24")* TYPICAL. SECTION FOR REPAIR OF OPEN CUT AFTER PLACEMENT OF SEWER IN PLANT MIX ROADS (APPLIES TO PARALLEL. INSTALLATION AND CROSSINGS) 051 NOTE: X 15 SIGNH WATERMETER TO BE SIZED B �� /C ACCESS uj < { d } �1 Ali k f Ll.! [ } 0 I r u.. { 1 [ Q I CC12 ALBEMARLE COUNTY SERVICE SEE DETAIL D, S ``� ( 0 AUTHORITY AT A LATER DATE_ 7/8 SH. $ a " - ,� I e \ SE YARD DRAIN SEE DETAIL " SEE SHEET 7, \ S # ! } 9A/8 SHEET 8 BLD B Q DETAIL 1 7 4 f FOR SANITARY .` 1.5� f SEWER PROFILES. \ PHASE SEE DETAIL z 2/8, SH. 8 0 I \ FOR PAD _, \ f SAN- B I C f f E:5217.276 ;T . X _ X _- X _ . - X X -- ---_ X ___ _-- _ X - _ X - X - _ _ X _ _ X X X _-___ _ X - X -- X -- --- X -- X X - X �__ - . X_I___ X - 21.0' P/L 6' WOOD PRIVACY FENCE } G L TO BE CONSTRUCTED RETAINING WALL "D" f TO C/L % SEE TABLE SH. 3I I FENCE' 1.0' OUTSIDE BUFFER LIN { R � SEE DETAIL 1./3 SH. 3 491,46` } OD j N71°35'11"W o BACKFILL OF DITCH MAY BE MADE TO THE EXISTING PAVEMENT (SURFACE) WITH 21A STONE AS A TEMPORARY MEASURE UNTIL ENTIRE PIPE WORK IS COMPLETE THEN THE FILLER STONE IS TO BE REMOVED, AND THE FINAL 3LIFTS OF ASPHALT ADDED TO MATCH EXISTING PAVEMENT ELEVATION. / 1F'� TYPICAL SECTION FCR REPAIR OPEN CUT ROAD � .S ) SCALE. NOT TO SCALE FA 50.50 r� 24.50 --------►- 26.00 -_-. I ! �f N wl CONST. ICL 1.5" SM -2A { x 5' 1 ASPHALT v I -a 12.00 -•- 10.00--o- --2.08% 0.00----2.D8`o - . 08% --- �Y rGONG. LCG6-CURB 6" BM -2 CREST \ _ 7" 21 B S/W 0.5' f AND GUTTER ASPHALT AGGREGATE GG6-OURS CONC. PYL=PAINTED YELLOW CENTER LINE AND GUTTER S/W P/L PROPERTY LINE TYPICAL SECTION W HITEWVOOD ROAD SCALE_ NOT TO SCALE EXISTING 6' WOOD D z . PRIVACY FENCE (OFF PROPERTY) cry AREA TO BE EXCAVATED FOR SANITARY SEWER CONSTRUCTION SEE - DETAIL 1/5 SHEET 5. v� EX. FIRE HYDRANT SCALE: 1"=20' EX. SAN. AA EX. SAN. BBC.____...... -•S -----S-•--- ..-S-----5 _-.S--_- sAN. A z 0 0 00 00�0�� 'S G n tCS m 0 A [•- r r r 3 En r r 0 0 w 0 0 Cz p L0 � O rid J 1 am Nw r G m z as •� C CV r CO ^ a U �� tj M w C) Ln � L Myo 0 ui m ¢¢ i0'' v z r z 0 QO? c5 Dz _ w2 4 w w 0 a za Z ow Z mto !n,0¢. 0z ")=w� Z�S r� 30�a0 2 m� caz c"mo U z i R U [p- 8- z go 3<2: zUiw�4�v w (r J Q t1� Y taJ o Zz 3 m; 3 u) sn a ma a. W n� a¢ r ?0®Da.-az= 00 sm � p� w w w w p f15C� c? wrO E8 0NC'Z'w07_wN ZzaZ�Q =a= Z z S xS c> a V)m u>c�c�00 w CL a zv 'to 0 00 00�0�� 'S IA o co CN Z o r-- � s un Z ....E C F _=v) > 0 R c w0 En "n .__. Q� - LEL U j LLJ < 2(�D:2 < W 0 Lu u -y ....E C~� PROJECT NO. 99063 DATE: Jan 19. 2000 DESIGN BY: JWM DRAWL BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 5 of G tCS O t"") 0 �� [•- r r r F-• r r r w 0 0 Cz p L0 IA o co CN Z o r-- � s un Z ....E C F _=v) > 0 R c w0 En "n .__. Q� - LEL U j LLJ < 2(�D:2 < W 0 Lu u -y ....E C~� PROJECT NO. 99063 DATE: Jan 19. 2000 DESIGN BY: JWM DRAWL BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 5 of G tCS O t"") 0 �� •� 0 0 Cz p L0 L X . rid 1 U G r- co •� C CV CO ^ a U m � Ln � L 0 Lj IA o co CN Z o r-- � s un Z ....E C F _=v) > 0 R c w0 En "n .__. Q� - LEL U j LLJ < 2(�D:2 < W 0 Lu u -y ....E C~� PROJECT NO. 99063 DATE: Jan 19. 2000 DESIGN BY: JWM DRAWL BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 5 of g 15' V, c, ,. EXTRA STRSNGTH FILTER FABRIC NEEDED WITHOUT W/RS MES/-/ SUPPORT STEEL OR WOOD POST ATTACH FILTER FABR/C SECURELY TO UPSTREAM _: ' 1•I.• ;; » f.. r,i�.= FLOW 40 585.0 .. .::•,' r;i: •;_� ;�.: RETAINING WALL \ SPILL } t SEE TABLE SH_ 3 \ ` \ 4.75 ` \ \ } 5 CURa �_ ; ' \ 3.5 i ' 1 585.50 S ; EX. \ '� sprt�- ` \ -- \ ` 9D:5o E . I CONC. CURB`.., \ \ \ \, \ \ 590.30 SfW . r 10 3m MAXIMUM SP WITH ` \ a ' DUMPPAD \ .. \ \ 9Q } \7,\ \\ � � � v': D \ � i 59;0.20 t I , W,Rf SUPPORT FEIVCE 1 \ \ :o' p E£ DETA L 2/$ \ \ \ \ 1 �' ' a } ' I 501 •� 6' (1.8m) MAX/MUM SPACING WITHOUT \ r 4 0 \ \ \ "' ,:v:` EET WIRE SUPPORT FENCE `� \ \ \ \ v': \ `\ \ \ \ \ SQ. Qi 99o.4D } • 14 t SAN. B R/W Ts \ \ \ TS PS D2 I' ;; �i i O' BUILDING__ - STEEL OR WOOO POST TP t i f i 4 TP r` LSEE DETAIL BELOW FOR 36" (1m) HIGH MAX. � TP \ � \ \ \ TP TRENCH, /NSTALLATIOty ,_ 20' ` \\-______� ;, TREE PROTECTIOt._S� = r I PO/tiD/NG HE/GHT ~ • _ - 1 \ Ut�DISTURI D �° RETAI,NING WALL D" % 3 Q I i ; 20 PARKING y 1SEE DEiAiL 2 6 LIMITS OF: CLEARING t » , 1 \ TREES\ TO Bt -. SAVED i SETBACK I }SHEET 6 20 TYP. CONSTRUCTION AND GRADING ZUF ER SEE /TABLE S4 I. 3 / SETBACK f , } (BUFFER)'{ FLOW SHE 'SHED SHED�r i \ 600 _ l [ \ N \ 6 VdOOD PRIVACY I / : ' • .: % f�\< I I LOT 33 ` \. \ \ \ \, FE (�?F FSITE) 12 MIM \\ \\�\\ f\\\j\ l 't I \ \ \ r , 300mm LOT :36 ( MAP 1 REF. 7 LOT 3.4 ! \ \ ,OT 35 ``• \ \ \ =MAP REF. 0 j 1 LOT 37 ' 1 `, MAP :R 9, , LOT 3)8 4-X6- 100 X 150mm i i , MAP RE 8 1 MAP REF. 1 1 � t � } `'t i s '`t � \ `. ``-/� � ( � r MAP IZEF_ 12 TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL NOTES: /' 6' WOOD PRIVACY FENCE 1• SILT FENCE SHALL BE PLACES ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY - � TO BE CONSTRUCTED OAK FOREST SUBDIVISION . 2- INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.' 9" " MAXIMUM RECOMMENDED STORAGE- HEIGHT. SEE DETAIL 1/3, SH. 3 ZONED RESIDENTIAL -R4 3- REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL 1NOT CONTRIBUTE SEDIMENT OFF-SITE ti. �� 40' AND CAN BE PERMANENTLY STABILIZED.LN -- ---- t1� SILT FENCE SF SCALE: 1 "=20' REFERENCE NOTE: 'SEE SHEET 9 FOR MISCELLANEOUS (EROSION/SEDIMENT CONTROL NOTES DRIP LINE PROTECTIVE PLASTIC FENCING -- 40 -INCH HIGH "INTERNATIONAL ORANGE" PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO CONVENTIONAL METAL T OR U POSTS DRIVEN TO A MINMUM DEPTH OF 18 INCHES ON 6 FOOT MINIMUM CENTERS. MAXIMUM LIMITS OF CLEARING AND GRADING GRADING ri \ S 0 Iris �. � ./"`-';,,e�� '• t e (r 0 to V t 0) t p - , j Q mp tl: N r� uj \. Q -F- c>zo J coax R N o Lo X \� _ i~ t 1 � � "moi}%`•__-� 5• WHERE DRIPLINE ' IS LESS THAN 5' ' & DETAILS. PROFILE VIEW 585 . \ FOR TEIMP,. SED. TRAP SE $8Q A MINIMUM WATER TAP OF 1» MUST BE INSTALLED WITH A �'~'~ L .;..;tet'• � '"'`�. `,. t -e.. ` I ( . , „ :•-,'': - `-'•,-I � cj \•ti . �=1 `t VA EROSION AND SEDIMEN � \ ey. • ,( ---:_ ` \ ` \ MINIMUM 1» BALLCOCK SHUTOFF VALVE SUPPLYING A WASH \ - -<.• ' . ` - _ _ CONTR HANDBOOK i - i A DIAMETER OF 1.5" FOR ADEQUATECONSTANT HOSE WITH D Q `' •--.-J 3.13 PG. -70. s '!'ZOf' Sg3. 3 `'. �� \~ �``�- �' INSTALL , ,� \ PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM .,/ 9.63 `y \ ` `\ ` ,�• TS e : a ` R THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE (� \iP RAP „ - • `\ \ s ` - _ I 12 HDPE WITH `\ SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM I� j \ � \ T #� `` n N ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES. 1 *� "� SE st t. s \ �� \ - - - MIN- 12 COVER � i I i '"" ,\ r.' 4 STONE TO'� ACKFILL "° INV. = ARO AND OVER PIPE EXISTING \ 0 LC 81.5 LIMITS OF CONSTRUCTION INCLUDE WHITEWOOD �x:•\'>•\C&G .50' 58 I i f rn,��} ` \ \ \ EXISTING 0 .� � \ ROAD T THE NORTH, OAK FOREST DRIVE TO \ _ C&G THE EAST, THE 20' BUFFER TO THE SOUTH, AND -T, \\ 58 2' \ \ \ \ AND DEMOLITION SHALL BE CONFINED TO THESE INV. Ol fNST \, AREAS UNLESS PROVISIONS ARE MADE TO EXTEND PLAN VIEW Dc `\ \ \ a' f \ 581,3 Cp q \ MAP REF. 5 S9 •Qa'•�R \� t<) \ THE LIMITS. E �o. 588 9a \ PILL ' R `TAINING'•.WALL 8 , \ / \ \ c e » PROS � s � FST �A \' \ Z PROTECTIVE FENCING SE TABLE 'SH. 3 S'q�,p q \ _ \ \ Ov 84.Ob \ 6 h 588.90 CF r SCALE: NOT TO, SCALE J �~ •` � � '�� � •`. `\ '` ` � ~ �. � �`'••Y�. _g ° \ :�'• \' DIVERSION \DITCH \ \ r B \ \ ` SEP EE VIRGINIA EROSION , `t `� -' • \\ o ,- EXISTING \ 1 \ \ \ \ AND SEDIMENT CONTR . ' CONI�ETE \\ \ \ \\ `' \ HANDBOOK III -67\ '\ \ DC ��rCR w \ \ :,`• 80 -" �$PILLWA \ ` , (PLATE 3.1271) \ Q -RETAINING WALL »A» ` LIMITS OF '`CLEARING \ ` \ \ Dv ° \ ('\ ` \ '>' ` SEE TABtE- SH'. -3_.. \ \ ,D \ ` , BUILD{NG~' "A" \ \ 1�. \ _ IP ' \ \ `2 -STORY \ 589.74 SAN\I� 589:60 14,508 SQ. FT. (GROSS)` a S\ S X SILT FENCE ' `3 \ \ 5 \ \ 590 RACK \ 5 E \ \ _ 6'8"X 110'8" \ \ 58 7 \ \=�- --_ 590.2 CURB M _ - -- - -3 SEE DETAIL 1/6 FF` PILL \ T' SHEET 6 ELEV.�APPROX. 591.0 \ =sPIL S 590.20 ! _ �-�` PROP. roe_ 578x59 EX 2ND'` FL00�2 ELEV. A .0 B \ a 891 5{3' �8-to _ IP INV s.s4 ..-. \ } 2 \ \ '•\ D 586.0 ,.5:::.:.w;..-:<,:_; ;-=,,:. ' - •`' :;:J^i' 'iii::^iii.::.i .- - ' t 591.40' P / S SPILL. • \ \ \ \ `•. \ \ \ i 590.95' ` - \ f P, SPILL Cii� 589 0 SA EX - CURB \ \» \ \ 1 RETAINING WALL C \ �, '. ' SES TABLE\ SH. 3`' ``• ,• - . ' _ � F1y \'. � ''^. \ '� 592.00-' \, `\ \ � � ;;\: o °. \ . - •589.0 . 87. D \ 1'0 \ ~ / \ \. 5$9.0 # i/ i, a :a• ST 1 1 sf R 588:40 SEE SH. 9 \ LIMITS OF CI EARING \ d• a? \ t ^b \ 59:1.00' \ \ 4 �` \ . j I l ❑ 2BBj \ \. `. \ <a. \ ♦ \ ! ` .s °.. ,°A '1. a A e a a '\ =:Q; 6:.; '° .ti •rJCS.rJ \ \ t i i { W f R- „^ CR SA I s W - \' CL t RF.T'AlNING 1�A \ •\ \��' •R.- ''�' ; . `\ � \ t \ \ \ » » \ \ 589' 25 d \. P I \. RETAINING WALL . F ,. DC C.B. MC :589.6 \ \ INV. = 86.43 ; ' EP I i j,�. r _77 \ SEE TX�BLE �H. 3 • .. - .: - \ , 590.20 � 5 �f?. _ � . ,• \ RETAININGI \ RETAINING WALL , »H :. �. SEE T E SH. EI5 SEE TA E gala .aoiL;,. MAP REF, $ 604.Do SF'' F .�` STOCK iP1LE,;�(���-•,� C PARCEL C $ 1' l \ ° e�. �' :\ '� ° H1 \590.35 12 :Q ,.. gyp' i `\ GR \ } I I \ S 0 vcsa 0 to V t 0) t p m j Q mp � N l uj \. Q -F- c>zo } I I \ter ct s.. U o z s_ Lu CCS lam] ■ill t� Lu no V) j� 1 oa� @ z 0 .0(v �..� {) ' a < re Ui PROJECT NO- 99D68 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 6 O! aQ z 0 vcsa 0 to V t 0) t p m j Q mp � N uj tai Q -F- c>zo J coax R N o Lo X Ld J W _j Ls `�Q Lal E; u, U < t �N �- 4 p Q Q¢� �v,�3 ►- M z c°s m�Q E >' > L L �za o �� E Lal €�i z 2 V J 2 CLh-¢ � 3 � �C-n 2�w Zo O _ j _w Vj r (/ j z w X 3 E Z a LaJ > :; z W t � L d r•- ,� ) C7 `� > n t7 V) Z L E- o z �of �o® CJ o a ' 0 0 o_j ui V oo0 C> aLa� z 00?, z n: ED Z Lmd na 6 ¢MEn Om4nQv0 Mca O O 00 \0\\OOQO Q Q Q cir r z==zz�zz cv ri ui 6 r;J7;�o \ter ct s.. U o z s_ Lu CCS lam] ■ill t� Lu no V) j� 1 oa� @ z 0 .0(v �..� {) ' a < re Ui PROJECT NO- 99D68 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 6 O! t'Lf 0 to V QJ 0) t p T- Q � N uj <� C3 CD R o Lo X Z u, c CSI Q M c°s M !tf) L E \ter ct s.. U o z s_ Lu CCS lam] ■ill t� Lu no V) j� 1 oa� @ z 0 .0(v �..� {) ' a < re Ui PROJECT NO- 99D68 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 6 O! NOTE.- FIELD VERIFY ALL. INVERT AND RIM ELEVATIONS SANITARY PROFILES STRS. A-E HORIZ 17=40' VERT: 1"_-8, 600 well 580 600 590 580 570 NOTE: DISTANCE= 577.40 579.02 579.51 iNISHED GRAD 574.88 I 577.15 578.77 579.26 1+31,33 EX. GROU D ACTUAL PIPE LENGTH_ 4+90.16 5+16.16 570 FINISHED GRADE 574.79 576.13 584.20 INVERT OUT 573.54 574.59 575.93 584.00 STATION 0+00 1+74.08+ 3+96.85 6+25.78 RIM D. 577.43 587.76 589.50 RIM 579.04 s�586,30- INV.= EX. GROUND C - - TORM CROSSIN 7.21 % n _ - INSTALL "DOGHOUSE" MH OVER EXISTING LINE_ SEE ACSA FIG, S -1-B FOR SPECIFICATIONS NV.=584.11 EPAIRATiON .18 EQUI)RED . 12" NOTE:. DISTANCE= SAN. CROSSI 8 FINISHED GRADE TO C/L MH INV.=581.97' U REQUIRED 12" 5p° 0 REQUIIRED 1 8" DIP WATERLINE y') 570 o B 218.77LF 8" DIP @ 0.52% WITH 36" MIN. 4.9 3LF 8 STM. CROSSING 1170 08LF 8" DIP @ 0.50% Ln INV.=577.03' 27" SEPARATION ✓� 't 55.OpLF ',�4 RCP +w -j REQUIRED 12" 600 590 580 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+5C 570 Z)/ 577.40 579.02 579.51 iNISHED GRAD 574.88 I 577.15 578.77 579.26 1+31,33 EX. GROU D 9 4+90.16 5+16.16 570 INVERT IN 573.74 574.79 576.13 584.20 INVERT OUT 573.54 574.59 575.93 584.00 STATION 0+00 1+74.08+ 3+96.85 6+25.78 RIM 578.50 577.43 587.76 589.50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+5C SEWER PIPE INSTALLATION IN TRENCH NOT TO SCALE C SANITARY SERVICE CONNECTION. NOT TO SCALE • fj ON 59C( 580 570 •fie 590 TAPPING SLEEVE WITH VALVE570 -1)i-*)•uu Z)/ 577.40 579.02 579.51 iNISHED GRAD 574.88 I 577.15 578.77 579.26 1+31,33 EX. GROU D 9 4+90.16 5+16.16 r> 579.92 580.00 581.27 584.00 586.25 1+00 1+50 NOTE: ALL PIPES 2+50 3+00 3+50 ��y qqt�yy EXISTING GROUND pb, A, 2+52.11 11.5* BFND 2 PROFILE STORM STRS, SEWER PIPE INSTALLATION IN TRENCH NOT TO SCALE C SANITARY SERVICE CONNECTION. NOT TO SCALE • fj ON 59C( 580 570 •fie 590 TAPPING SLEEVE WITH VALVE570 .�• 590 4+34 INSTALL EIRE HYDRANT ASSEMBLY SEE DETAIL 1/8 SHEET 8v 570 560- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 NOTE: ANCHOR - ALL VERTICAL BENDS J WATER'INE PROFILE WITH THRUST BLOCKING AS 7' HORIZ. f °'_ '' VERT- 1 "=8' SHOWN ON SH. 8 DETAIL 10/8. -1)i-*)•uu Z)/ 577.40 579.02 579.51 iNISHED GRAD 574.88 I 577.15 578.77 579.26 1+31,33 EX. GROU D 9 4+90.16 5+16.16 578.59 579.92 580.00 581.27 584.00 586.25 1+00 1+50 NOTE: ALL PIPES 2+50 3+00 3+50 4+00 4: 50 EXISTING GROUND pb, A, 2+52.11 11.5* BFND 2 PROFILE STORM STRS, 1 THRU 10 0+00 04--50 . 8.00LF @ 6.97% HORIZ: I"40' VERT: � 6 THRU 68 CLASS III RIM 579.04 s�586,30- INV.= 83.13' � �0 24.00LF 7.21 % n 16" SEPARATION NOTE:. DISTANCE= SAN. CROSSI 8 FINISHED GRADE TO C/L MH INV.=581.97' U REQUIRED 12" 0 0 REQUIIRED 1 8" DIP WATERLINE y') 570 o cv N WITH 36" MIN. COVER STM. CROSSING Ln INV.=577.03' 27" SEPARATION ✓� 't 55.OpLF ',�4 RCP +w -j REQUIRED 12" .�• 590 4+34 INSTALL EIRE HYDRANT ASSEMBLY SEE DETAIL 1/8 SHEET 8v 570 560- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 NOTE: ANCHOR - ALL VERTICAL BENDS J WATER'INE PROFILE WITH THRUST BLOCKING AS 7' HORIZ. f °'_ '' VERT- 1 "=8' SHOWN ON SH. 8 DETAIL 10/8. 560 INVERT IN 571.76 573.21 INVERT OUT 571.55 572.71 STATION 0+00 0+50.00 RIM 577.67 578.19 0+00 0+50 NOTE: ALL PIPES CLASS III 600 WAT INV. SEP REQ? 590 20' CURB INLET 580 �i�•uy -1)i-*)•uu Z)/ 577.40 579.02 579.51 573.84 574.88 576.00 577.15 578.77 579.26 1+31,33 1+78.35 2+73.71 9 4+90.16 5+16.16 578.59 579.92 580.00 581.27 584.00 586.25 1+00 1+50 NOTE: ALL PIPES 2+50 3+00 3+50 4+00 4: 50 EXISTING GROUND pb, 593.02 2 PROFILE STORM STRS, 1 THRU 10 0+00 04--50 . 8.00LF @ 6.97% HORIZ: I"40' VERT: � 6 THRU 68 CLASS III RIM 579.04 s�586,30- 580 III RCP 0+00 r O,+ o � �0 24.00LF 7.21 % n ! NOTE:. DISTANCE= SAN. CROSSI 8 FINISHED GRADE TO C/L MH INV.=581.97' U 14" `SEPARAT ON 0 0 REQUIIRED 1 6 y') 570 o cv N Ln ✓� 't 55.OpLF ',�4 RCP +w -j V L C 0 G) 0� 4.451 F 24 RCP @ � � to ' N 95.36LF 24" RCP 142.00LF 24" RCP 26.00LF 24" RCP 81.33LF '24" RCP 47.02I --F 24„ RCP @ 0.63% � ____ @ 0.92% i x � V � i 50,00LF 24" RCP @ 1.90% NOTE: DISTANCE= a U TO C/L MH .c 26 L� 560 INVERT IN 571.76 573.21 INVERT OUT 571.55 572.71 STATION 0+00 0+50.00 RIM 577.67 578.19 0+00 0+50 NOTE: ALL PIPES CLASS III 600 WAT INV. SEP REQ? 590 20' CURB INLET 580 �i�•uy -1)i-*)•uu Z)/ 577.40 579.02 579.51 573.84 574.88 576.00 577.15 578.77 579.26 1+31,33 1+78.35 2+73.71 4+15.71 4+90.16 5+16.16 578.59 579.92 580.00 581.27 584.00 586.25 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4: 50 5+00 5+50 pb, 593.02 2 PROFILE STORM STRS, 1 THRU 10 0+00 04--50 1+00 1 +50. 8.00LF @ 6.97% HORIZ: I"40' VERT: jD 6 THRU 68 600 ERLINE CFROSSIN I 570 S r 585.50 RATION '16" � � INVERT IRED=12" 66 587.03 INVERT r 584.90 590 591.07 i 0+00 1 +00.00 1 +24.00 1-+-82.00 RIM i pb, 593.02 12" CLASSIlI RCP r� 0+00 04--50 1+00 1 +50. 8.00LF @ 6.97% r jD 6 THRU 68 o z RIM 579.04 s�586,30- 580 III RCP 0+00 r O,+ o 12" C LAS �0 24.00LF 7.21 % n nLj NOTE:. DISTANCE= SAN. CROSSI IG TO C/L MH INV.=581.97' U 14" `SEPARAT ON 0 0 REQUIIRED 1 " 570 HORIZ: 17--40' VERT: 1 "=8. 590 590 WATERLINE CROSSING 044) INV.=575.33'. SEPARATION 12" . 580 58G REQUIRED=12" 20LF @ 115.80%, 12" CLASSIII RCP 570 570 INVERT IN 574.84 INVERT OUT 573.84:577..90 STATION 0+00 0+20.00. RICA 578.59 ';583.50 0+00 0+50 ('4-"'\, PROFILE" STORM STRS. 3 TO 44 HORIZ: 1`_-40' VERT,1 "=8' 585.43 6+71.16 589.63 6+00 3+50 7+00 NOTE: ALL PIPES CLASS III 610 .o• 590 :m 570 560 7+50 I 570 S 55 1 � � NOTE: INVERT IN 578.15 585.10 587.03 INVERT OUT 577.15 584.90 586.83 591.07 STATION 0+00 1 +00.00 1 +24.00 1-+-82.00 RIM 581.27 592.19 593.02 598.30 IN 577.00 0+00 04--50 1+00 1 +50. 2+00 (73 _ PROFILE STORM SIRS. 6 THRU 68 o z HORIZ: 17--40' VERT: 1 "=8. 590 590 WATERLINE CROSSING 044) INV.=575.33'. SEPARATION 12" . 580 58G REQUIRED=12" 20LF @ 115.80%, 12" CLASSIII RCP 570 570 INVERT IN 574.84 INVERT OUT 573.84:577..90 STATION 0+00 0+20.00. RICA 578.59 ';583.50 0+00 0+50 ('4-"'\, PROFILE" STORM STRS. 3 TO 44 HORIZ: 1`_-40' VERT,1 "=8' 585.43 6+71.16 589.63 6+00 3+50 7+00 NOTE: ALL PIPES CLASS III 610 .o• 590 :m 570 560 7+50 w 0 • a 590 590 S 55 1 � � NOTE: DISTANCE= I TO C/L. MH 580 12' CURB INLET 27.00LF @ 7.78% 12" CLASSIII RCP 570 '; 570 INVERT IN 577.00 a w o INVERT OUT 576.00 1578.90- STA'! ION 0+00 0+27,00 o z RIM 579.04 s�586,30- w 0+00 r O,+ o PROFILE STORM STRS, 5 TO 55 HORIZ: 17--40' VERT. 1 "=8' ` z w 0 • a ti S 1 � � tc) o ® a o a w o w z fj o z 0 o a w > w z n nLj Ljj w z Z Q ry Q U U 0 0 0 0 a o cv N Ln +w -j V L C 0 G) 0� � � to ' N W o Lo i x � V � i a U .c 26 L� V d E ts1 OO; ti o 1 � � tc) fl r - C/') . . L + ) Oa �} u 0 � ,...� cry Ljr) ICS --mwo.mum I Z Q FUI- < Z Li � � Z. . . j In nrc-)) U Z LLJ <o go LLJ C� Z PROJECT NO. 99068 DATE: Jon. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH . APPROVED: JWM SCALE: AS SHOWN SHEET NO. .7 OT KENNEDY GUARDIAN (K 81A) NOTE: HYDRANT MUST BE MUELLER CENTURION (A-423) EQUIPPED WITH CHARLOTESVILLE OR APPROVED EQUAL THREADS WHICH IS THE LOCAL STA6' MIN 2' TO 10' (270') - I T 7 CU. FT. 18" ` VALVE SOX GRAVEL 36" MIN. 6" GATE VALVE -8"x6" TEE �..CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. - 3/4" THREADED RODS TO MAIN IN ALL STEEL PILE INSTALLATIONS. RODS SHALL BE GALVENIZED OR ASPHALT COATED. WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING CONCREATE. IF NECESSARY, A STEEL PILE SHALL BE USED, AS ADDITIONAL SUPPORT. NOTE: 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCREATE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. " 5. PROVIDE BARREL EXTENSION AS REQUIRED TO MAINTAIN IS' VERTICAL DISTANCE. FIRE HYDRANT ASSEMBLY (NOT TO SCALE) 4 2" RAD 13" �� . • �• D ":1' SUPE �. f, 7 '"•,'l. •:� r�, :•�+I. �' to . 6„ 24" -------t NOTE: CONCRETE TO BE CLASS A3 4 COMBINATION 5" CURB 8 A GUTTER DETAIL (VDOT CG --6) (NOT TO SCALE) 2" RAD 6" 13' /\f T h 1/4":l' SLOPE--. • .-��------ 24" _------ NOTE: CONCRETE TO BE CLASS A3 COMBINATION 6" CURB & SPILL CURB (NOT TO SCALE) 4" VDOT #57 STONE BASE c WELDED WIRE MESH .d 3 ''6 (6 X 6) CONTINUOUS 4" VDOT CLASS A3 CONCRETE o Do� ZJ J -T ' Ld Lj Q o Lj u {/o) Z CJ O � Ld >m \Q 4" I Q LLJ O U Li ORIGINAL GRADE OR COMPACTED FILL CONCRETE SIDEWALK SECTION (NOT TO SCALE) 12' SPLIT FACED CKJ TO MATCH BLDG. ,wl� 6' DIA STEEL C/ k TRASH ENCLOSURE PLAN ROUNDEDCONCiiE7ETOP Pf;£SSURETREATED T-111,PANTED PAINTED BRNi Y x 6' GUE FRAME I to'tatx j TOP AND I i\' 4!i BOTTOM ! (h1U ENCLOSLR?E t . • • • i I � � I { � � { � � s , i PFMRE TREATED � . •� 1 I { ! l j { � 2 x 6 BRACE s R STEEL POIF ( I f / ✓' } ! I PROVIDE M STOP + flLLEO WITH ; { iA i I }? AND L OCIMWtRIVAR E - i KC STEEL RP mN FOR STOP L'PIPE QANPS SOIRD r7 TO WE W1FH WASHERS SPA0STOFAC1LffATE TOP OF SLAB i ! �— L _ _1— i_•�a __ __•�—__i�_} j ---------- — ,' , T s } •� ( PIPE SLEEVE SET IN ' CONCRETE TD RECEIVE BARN CATE ENCASE PIPEWTH a LONC,ME D�Si s WNCRETEAI'TER ABOVE CONCRETE FfPEISSET ` PLACE PIPE MUM • � � ATfEGRALYiftiiYtALL FOOTING 2 TRASH ENCLOSURE GATE 4" VDOT #21 or 21 A STONE BASE 6"x6" -W 2.9 x W 2.9 7 WELDED WIRE FABRIC 8" VDOT A-4 CONCRETE 7 w"*5o4m" 4 n "-ORIGINAL GRADE OR COMPACTED FILL CONCRETE DUMPSTER SECTION (NOT TO SCALE) -r 11— , E4T 6" VI..Vlt .. ti_ vlv lv— Vl♦ VVI..I lIV 14—Y/ IILL (--5--ATYPICAL PAVEMENT SECTION 8 -WHITEWOOD OFFICE PARK (NOT TO SCALE) VDOT #21A VDOT BM2 VDOT SM2A -7 J �+tr%•f` T= 1.5" T=6" 7" 6£00 ,ow �4Yo `OAR 000 i co \��� �\\f�\\��\� \�i ORIGINAL GRADE OR COMPACTED. FILL 9 TYPICAL PAVEMENT SECTION 8 WHITEWOOD ROAD (NOT TO SCALE) PEDESTRIAN H-10 RATED 24' BASIN DMN GRATE 24" 0 DRAIN B4S1N-� w/ (2) ADAPTERS — TO STRUCTURE D O 6' 0 ADAPTER 6' PVC w w Cn ;Z:, w _ Ir - INVERT ELEV.' SEE SCHEDULE, Sh7. CO f B. B PLAN VIEW SE:'TION B -B UD 9A 241E PEDESTRIAN DRAIN BASF! SCALE_ NOT TO SCALE TRASH SNCL ,9SURE SCALE: NOT TO SCALE STD HANDICAP SIGN 0 2' THICK SOLID CONCRETE MASONRY CAP SPLIT FACE BLOCK WAIL TO MATCH BUILDING 112" PREMOLDED EXPANSION JOINT FILLER 6' THICK CONCRETE SLAB •OP OF SLAB 6' COMPACTED SUBBASE STANDARD HOLLOW CONCRETE BLOCK BELOW GRADE, WITH HORIZONTAL JOINT REINFORCING AS REQUIRED. COMPACTED SUBGRADE f _ ' CONCRETE FOOTING TRASH ENCLOSURE SECTION STD HANDICAP SIGN TO BE CENTERED ON PARKING SPACE (SEE LAYOUT PLAN FOR LOCATION) FACE FACE GUTTER CURB n IDD / PAN 2 COATS OF I / !' / q WHITE TRAFFIC b PAINT PER MSHA SPECS 4" _. 4" HANDICAP SYMBOL _ 8`-0' , I_ 8'-O" _ i _ �'—a" _I 4° TYP * 5'-0" FOR STANDARD HANDICAP SPACE 8'-0" FOR VAN ACCESSIBLE HANDICAP SPACE ** IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARD RAILS, IT SHALL HAVE FLARED SIDES NOT EXCEEDING A SLOPE OF 1:10. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS WILL NOT WALK ACROSS THE RAMP, THEN THE FLARED SIDES MAY NOT EXCEED A SLOPE OF 1:4. NO AL FIANDUP ACCESSIBLE PARKING STALLS SHALL CONFORIM TO ALL LOCAL, STATE AND FEDERAL A.D,A. STANDARDS. 6 HANDICAP PARKING STALL LAYOUT NOT TO SCALE ! 0 \ TYPICAL THRUST BLOCK DETAIL / SCALE_ NOT TO SCALE 1 1/2" POLE CONCRETE 12" HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY HANDICAPPED PERSONS. THE LOWER EDGE OF SIGNS SHALL BE AT LEAST FOUR (4) . FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. ADA PARKING SIGN B R7 — B SIGN (NOT TO SCALE) VAR. SLOPES EXCEED 12.1 YCQ r 00 a o CONCREi WALKS o PROVIDE DET£CTASLE' WARNING ' ^ THE FULL WIDTH & DEPTH OF RAMP. WARNING SHALL BE EXPOSED WASHER RIVER S7-ONE- OR TONEOR RAISED TRUNCATED DOMES COMPL YING WITH ADA REOUIREMENTS- 1/2" EXPANSIONJO/NT STANDARD CURB & GUTTER VARIES \ 4' i 12 1 SLOPE (MRX,1 T PROPOSED \ SIDEWALK WHEELCHAIR \ 4- VDOT f57 RAMP STONE 84SE DE -PRESSED CURB 7 ADA SIDEWALK RAMP (NOT TO SO4LE) m PROJECT NO. 99068 t DATE: Jan. 19, 20001 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 8 0. z1l, c z U� .d 3 ''6 o Do� ZJ J ' Ld Lj Q o Lj {/o) Z CJ O Lil Ld >m I Q LLJ O U Li Of O 1-1 0 LLI Q N N KD � 0 0 0 m N M Z (N vi ...t ILII u L- 0 T� Lu o cz •— d �, .� Q o LL - r u i i•� vi e a PROJECT NO. 99068 t DATE: Jan. 19, 20001 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 8 0. z1l, c>- x z U� .d 3 M O, PROJECT NO. 99068 t DATE: Jan. 19, 20001 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 8 0. EROSION CONTROL NOTES 1. ALL SOIL EROSION & SEDIMENT CONTROL MEASURES SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL (V.E.S.C.H.) HANDBOOK. 2. THE APPROVING AUTHORITY MAY ADD TO, DELETE, RELOCATE, CHANGE, OR OTHERWISE MODIFY CERTAIN EROSION AND SEDIMENT CONTROL MEASURES WHERE FIELD CONDITIONS WARRANT SUCH CHANGE. 3. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED WITH THE FIRST PHASE OF DEMOLITION/CONSTRUCTION AND SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL COMPLETION OF ALL CONSTRUCTION. EACH STRUCTURE SHALL BE CLEANED, RESET OR REPLACED AT THE END OF EACH STORM EVENT, AS A MINIMUM EACH STRUCTURE SHALL BE MAINTAINED WEEKLY. 4. IN NO CASE DURING CONSTRUCTION SHALL WATER RUNOFF BE DIVERTED OR ALLOWED TO FLOW TO LOCATIONS WHERE ADEQUATE PROTECTION HAS NOT BEEN PROVIDED. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LEAVE THE SITE ADEQUATELY PROTECTED AGAINST EROSION, SEDIMENTATION, OR ANY DAMAGE TO ANY ADJACENT PROPERTY AT THE END OF EACH DAY'S WORK. 6. ALL STREETS, STORM SEWER PIPES, DROP INLETS AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIAL Al THE LAST STAGE OF CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY CLEANING EQUIPMENT PRIOR TO LEAVING CONSTRUCTION SITE, SO AS NOT TO TRACK MUD, ASPHALT, ETC. ONTO PUBLIC RIGHT -OF --WAY. THE CONTRACTOR IS RESPONSIBLE FOR CLEAN UP ON ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY DUE TO MUD, ASPHALT, ETC. BEING TRACKED FROM THE CONSTRUCTION SITE. 8. REMOVAL OF ERODED SEDIMENTS SHALL INCLUDE REMOVAL OF SEDIMENTS FROM ANY OFF-SITE DRAINAGE SYSTEM, INCLUDING EXISTING DITCHES AND STORM SEWERS, WHICH CONTAIN SEDIMENTS ERODED FROM THE WORK AREA. 9. TEMPORARY DRAINAGE DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR TO RELIEVE FLOODED AREAS THAT MAY CAUSE DAMAGE TO SITE OR CITY RIGHT-OF-WAY. �.."} - ORIGINAL GROUND ELEV. °po ° fg it °uc?Qq 4q� � OVERFLOW G ONCRETE BL OCK 0,I)o ° o ��. p0 67 CU. YD./ACRE (DRY) ✓o�Q'� #A L •moo - t' 67 CU. YD./ACRE (WET) ° ; : ".; '. a:; CURB INLET EXCAVATED ILTER CLOT` ,^ 40 COARSE AGGREGATE CLASS I \\,�\j�,,\\\ CATCH 3A SIN i73, #357, OR #5P� /�f t\ }E +C 214 WOOD STUD (100X50 TIMBER STUD) INLET TEMPORARY SEDIMENT TRAPS STR• N0. CONTRIB. D.A. (Ac.) VOL. REQ. VOL REQ. (CY) d W L VOL PROVD. OUTLET LENGTH 44 1.35 134/Ac. 180.9D 2 35 70 181.48 C.Y. 8.5' (TS#1) 581.93' - Kentucky 31 Fescue 128 tbs. - Red Top Grass 2 Ibs. - Seasonal Nurse Crop 20 lbs• 150 Ibis_ 1.13 134/Ac. 151.42 3 26 54 156 C.Y. 7.0' (T S#2) 20 lbs. r z 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April _ _ Annual Rye May. 1st through August 15th- ELEVATIONS STRUCTURE "A• RBn "Cn .Rn 8 584.50 587.0 583.0 583,10 JWM @ RIP -RAP 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass OUTFALL - Kentucky Bluegrass 0-5% Hiah-Maintenance Lown 44 583.66' 584.83' 581.83` 581.93' 1. INSTALL STORMDRAIN SYSTEM L EXCAVATE TEMP. SED, TRAPS 3. PERFORM GRADING 4. AFTER OBTAINING GRADES, INMATESTABILIZATION REMOME TEMPORARY SED, TRAPS, REMOVE SEDIMENT AND DRY OUT SUBGRADE, BACKFILL WITH SELECT MATERIAL 5. FILL TO SUBGRADE AT INLET. 6< PLACE STONE BASE 7. PAVE 4 TEMP. SEDIMENT TRAP STD. 3.73 SCALE: NOT TO SCALE SST FOR PIEDMONT AREA ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE A EXISTING 2%-2% PAVEMENT c��c���o O "�: t��a' ab°�'p��rJ�g• 60 � _Q `6" 21 A DIVERSION DITCH SIDE ELEVATION AGGREGATE BASE EXISTING GROUND 70' MIN. j EX. CURB OR ( ASPHALT PAVED WASHRACK EDGE OF PAV'T � 1 2% 12' MIN. 2% EXISTING 2% __.. PAVEMENT DIVERSION DITCH POSITIVE DRAINAGE TO SEDIMENT MINIMUM WIDTH AT TRAPPINGDEVICE DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 112' WATER HYDRANT WITH FROST PROOF HYDRANT T ABOVE .12' MIN. GRADE AND 4' OFF EDGE OF PAVEMENT, 2% 1 Iii :CibaOo O pl7o��� �i: a O OO 0� P V o SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" S PAVED TEMP CONST ENTR g SCALE N. T.S. CONSTRUCTION ROAD STABILIZATION CRS XK 6 AGG. BASE L COMPACTED • VDOT 21 . or 21A SUBBASE USED FOR THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND OTHER ONSITE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY - AFTER GRADING, FOR USE BY CONSTRUCTION TRAFFIC. 7 CONSTRUCTION ROAD STABILIZATION SCALE: NOT TO SCALE FOR SILT TRAP ONLY BACK OF SIDEWALK A CATCH BASIN 2X4. WOOD STUD BACK OF CURB CONCRETE BLOCK CURB INLET WIRE SCREEN OR _ \ FIL TER FABRIC A CDNCRETE BLOCK 3f4" DRAIN GRAVEL PLAN VIEW (20mm) PONDING HEIGHT OVERFLOW CONCRETE BL OCK xx CURB INLET \ �\ WIRE SCREEN OR FIL TER FABRIC \i\\j\�//\� CA TCH BASIN 100 2X4 TI BER TO OOD D) D \\` ( X50M S D) NOTES.- I. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET /S LOCATED INSECTION A _„ - A GENTLY SL ORING STREET SEGMENT WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. BARRIER SHALL ALLOW FOR OVERFLOW T z iJ-e- } 3. INSPECT BARB/ERS AND REMOVE SEDIMENT �,p AFTER EACH STORM £VENT. SED/MENT AND SEDIMENT BARRIER GRAVEL MUST BE REMOVED FROM THE p TRAVELED WAY IMMEDIATEL Y. (BLOCK & GRAVEL) FILE: SLCKCURB ('I_CURB INLET SEDIMENT BARRIER SCALE: NOT TO SCALE �- �•, � �,. r..^ per., ,.�--.. �-_ �d.=�+ . �m�• �_• G3.r�- �' �' G vim- �. �.- r.�- � .�,. w-�" G'�+... ,�� Gam.• `TRACK/NG' WITH. RA UP AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED, RAINFALL AND REDUCE RUNOFF.\ SURFACE ROUGHENING DETAIL SCALE: NONE VERSA -LOC UNIT PLAN VIEW 14' REAR r . i FRONT I 160 } tT PROFILE 1" TOOLED EDGE: BAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE, FACE OF CURB REINFORCEMENT AS REQUIRED NDTE: WHEN POLE IS T -O" OR GREATER FROM CURB TOP OF POLE FOOTING FLUSH WITH GRADE, PLAN STEEL REINFORCEMENT TIES ANCHOR BOLTS (TYP. OF 4) COORDINATE BOLT CIRCLE WITH POLE BASE STEEL REINFORCEMENT BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE, BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. - CONCRETE POLE FOUNDATION GALVANIZED RIGID STEEL CONDUIT 2'-6R TO ELECTRICAL PANEL' LONG RADIUS CONDUIT SWEEP LIGHT POLE FOUNDATION DETAIL ('3'� LIGHT POLE FOUNDATION DETAIL SCALE: NOT TO SCALE ADHERE CAP UNIT _ TO TOP UNIT � IMPERVIOUS FILL W/VERSA-LOK MIN. 12" THICK CONCRETE ADHESIVE VERSA•-LOK DRAINAGE FILL MODULAR 112" THICK MIN. CONCRETE RETAINED BACKFILL. FACING UNITS 1 1 11I - GEOSYNTHETIC i REINFORCEMENT EXCAVATION 7 L TENSARI 1-i' REINFORCED BACKFILL UX 1;500 ;1' STRUCTURAL 95% STANDARD PROCTOR DENSITY 8.7 L TENSAR,UX1500 DRAIN TILE 4" DIA. OUTLET @ END OF WALL OR @ 40 CENTERS MIN. SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC LEVELING PAD f" MIN. SANDS/GRAVEL. REQUIRED SOIL GEARING CAPACITY 3,000 iPSI, ` LERIFY IN FIELD. NOTE: ALL. BLOCK TO BE SANDSTONE COLOR. SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO INSTALLATION 9 VERSA -LOIS RETAINING WALL DETAIL SCALE: NOT TO SCALE OR, VEL FIL TER 12" RUNOFF WA TE WIRE MESH FIL T£RED WATER 5ED/MENT � %`\\ff fff�� •Y : ,, .41. CONCRETE 12" CURB INLET * GRAVEL SHALL BE VDOT #3, #357, OR 5 COURSE AGGREGATE. 70 ` CURB INLET PROTECTION DETAIL 1� l (' SCALE: NONE J LYETHYLENE FABRIC _TACH TO POSTS H METAL TIE WIRES) . M ETAL 0STS 11 PLASTIC SAFETY FENCE SAF SCALE: NOT TO SCALE Total Lbs. DATE: Jan. Per Acre Minimum Care Lawn JWM - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% Hiah-Maintenance Lown 200-250 Los. - Kentucky 31 or Turf -Type Tall Fescue 100, General SIODe (3:1 or €ess) - Kentucky 31 Fescue 128 tbs. - Red Top Grass 2 Ibs. - Seasonal Nurse Crop 20 lbs• 150 Ibis_ Low -Maintenance Slone (Steeper than 3: 1) - Kentucky 31 Fescue 108 lbs- - Red Top Gross 2 Ibis. - Seasonal Nurse Crop* 20 Ibs. - Crownvetch** 20 lbs. r z 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April _ _ Annual Rye May. 1st through August 15th- _ Foxtail Millet August 16th through October _ _ Annual Rye November through February 15th Winter Rye Substitute Sericea lespedezo for Crownvetch east of Formville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flotpea is used in lieu of Crownvetch, increase- rate to 30 lbs -/acre. All legurhe seed must be properly inoculated. Weeping Lovegross may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. LQLQ Source: Va. DSWC, Ili - 303, TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE A EXISTING 2%-2% PAVEMENT c��c���o O "�: t��a' ab°�'p��rJ�g• 60 � _Q `6" 21 A DIVERSION DITCH SIDE ELEVATION AGGREGATE BASE EXISTING GROUND 70' MIN. j EX. CURB OR ( ASPHALT PAVED WASHRACK EDGE OF PAV'T � 1 2% 12' MIN. 2% EXISTING 2% __.. PAVEMENT DIVERSION DITCH POSITIVE DRAINAGE TO SEDIMENT MINIMUM WIDTH AT TRAPPINGDEVICE DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 112' WATER HYDRANT WITH FROST PROOF HYDRANT T ABOVE .12' MIN. GRADE AND 4' OFF EDGE OF PAVEMENT, 2% 1 Iii :CibaOo O pl7o��� �i: a O OO 0� P V o SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" S PAVED TEMP CONST ENTR g SCALE N. T.S. CONSTRUCTION ROAD STABILIZATION CRS XK 6 AGG. BASE L COMPACTED • VDOT 21 . or 21A SUBBASE USED FOR THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND OTHER ONSITE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY - AFTER GRADING, FOR USE BY CONSTRUCTION TRAFFIC. 7 CONSTRUCTION ROAD STABILIZATION SCALE: NOT TO SCALE FOR SILT TRAP ONLY BACK OF SIDEWALK A CATCH BASIN 2X4. WOOD STUD BACK OF CURB CONCRETE BLOCK CURB INLET WIRE SCREEN OR _ \ FIL TER FABRIC A CDNCRETE BLOCK 3f4" DRAIN GRAVEL PLAN VIEW (20mm) PONDING HEIGHT OVERFLOW CONCRETE BL OCK xx CURB INLET \ �\ WIRE SCREEN OR FIL TER FABRIC \i\\j\�//\� CA TCH BASIN 100 2X4 TI BER TO OOD D) D \\` ( X50M S D) NOTES.- I. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET /S LOCATED INSECTION A _„ - A GENTLY SL ORING STREET SEGMENT WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. BARRIER SHALL ALLOW FOR OVERFLOW T z iJ-e- } 3. INSPECT BARB/ERS AND REMOVE SEDIMENT �,p AFTER EACH STORM £VENT. SED/MENT AND SEDIMENT BARRIER GRAVEL MUST BE REMOVED FROM THE p TRAVELED WAY IMMEDIATEL Y. (BLOCK & GRAVEL) FILE: SLCKCURB ('I_CURB INLET SEDIMENT BARRIER SCALE: NOT TO SCALE �- �•, � �,. r..^ per., ,.�--.. �-_ �d.=�+ . �m�• �_• G3.r�- �' �' G vim- �. �.- r.�- � .�,. w-�" G'�+... ,�� Gam.• `TRACK/NG' WITH. RA UP AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED, RAINFALL AND REDUCE RUNOFF.\ SURFACE ROUGHENING DETAIL SCALE: NONE VERSA -LOC UNIT PLAN VIEW 14' REAR r . i FRONT I 160 } tT PROFILE 1" TOOLED EDGE: BAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE, FACE OF CURB REINFORCEMENT AS REQUIRED NDTE: WHEN POLE IS T -O" OR GREATER FROM CURB TOP OF POLE FOOTING FLUSH WITH GRADE, PLAN STEEL REINFORCEMENT TIES ANCHOR BOLTS (TYP. OF 4) COORDINATE BOLT CIRCLE WITH POLE BASE STEEL REINFORCEMENT BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE, BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. - CONCRETE POLE FOUNDATION GALVANIZED RIGID STEEL CONDUIT 2'-6R TO ELECTRICAL PANEL' LONG RADIUS CONDUIT SWEEP LIGHT POLE FOUNDATION DETAIL ('3'� LIGHT POLE FOUNDATION DETAIL SCALE: NOT TO SCALE ADHERE CAP UNIT _ TO TOP UNIT � IMPERVIOUS FILL W/VERSA-LOK MIN. 12" THICK CONCRETE ADHESIVE VERSA•-LOK DRAINAGE FILL MODULAR 112" THICK MIN. CONCRETE RETAINED BACKFILL. FACING UNITS 1 1 11I - GEOSYNTHETIC i REINFORCEMENT EXCAVATION 7 L TENSARI 1-i' REINFORCED BACKFILL UX 1;500 ;1' STRUCTURAL 95% STANDARD PROCTOR DENSITY 8.7 L TENSAR,UX1500 DRAIN TILE 4" DIA. OUTLET @ END OF WALL OR @ 40 CENTERS MIN. SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC LEVELING PAD f" MIN. SANDS/GRAVEL. REQUIRED SOIL GEARING CAPACITY 3,000 iPSI, ` LERIFY IN FIELD. NOTE: ALL. BLOCK TO BE SANDSTONE COLOR. SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO INSTALLATION 9 VERSA -LOIS RETAINING WALL DETAIL SCALE: NOT TO SCALE OR, VEL FIL TER 12" RUNOFF WA TE WIRE MESH FIL T£RED WATER 5ED/MENT � %`\\ff fff�� •Y : ,, .41. CONCRETE 12" CURB INLET * GRAVEL SHALL BE VDOT #3, #357, OR 5 COURSE AGGREGATE. 70 ` CURB INLET PROTECTION DETAIL 1� l (' SCALE: NONE J LYETHYLENE FABRIC _TACH TO POSTS H METAL TIE WIRES) . M ETAL 0STS 11 PLASTIC SAFETY FENCE SAF SCALE: NOT TO SCALE N 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN �Z Z c> r � t!y B z a� d V) �f v Q 4 .� v a7 O� it I- . '� r z #I l� V ) z LJ �i w a .,. o Q n V a O WU � 0 t4j 0 LQLQ .�CIDC o (^} [} r r i M r r s•- 0 z .- N 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN I SHEET NO. I ° of k V) O t!y i V) •- � Q .� M 00 cQ C\j� L. IC cs .,. V) 0 L0 z O �' L- U ' � a .�CIDC o (^} .;u C E Uj PROJECT NO_ 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN I SHEET NO. I ° of k i - Phase Key_ I JI Tofial Size _ A 6 9.15 1.5" cal Zelcova Sezrafa . 492.5 7,387,5 Japanese alcova B 3 6 9 1.5" 289/2592 Red Maple C u I" cal Betala nigra 31012,79() River Birch D - 4 4 1" Cal Prunus yeodezzysis 240/ 960 A Yosbmo Cherry E 21 .79 100 181, Ilex Corauta. A 20 -FOOT BUFFER WAIVER WAS GRANTED ON - i)wfBvrford Holy THE WAIVER WAS B APPROVED Y THE NWITH THNING E M FOLLOWING ` P 10 26 36. „ __.___ ..-.-....•. _____,' _• •...�,� .. _ CONDITIONS: 18 Abelia granditlora -•--- .,�_ 1. ANY TREE GREATER THAN SIX(6) INCHES IN GlossyAbeiia ` ... j CALIPER, WITHIN 10 FEET OF THE BUFFER 14 G - LINE, THAT DIES MUST BE REPLACED WITH A . 35 29 3g Junipers obinensis SIX FOOT HIGH WHITE PINE, VIRGINIA RED Parsoz3sJunipex CEDAR, OR SOME OTHER ACCEPTABLE SPECIES AND COMPARABLE TYPE OF SCREENING TREE. H 19 63 93 3g Spireabumalda Irea 2. THE SIX-FOOT PRIVACY FENCE DUST BE PLACED ~'' • _��` #��� �� AT LEAST ONE FOOT OUTSIDE OF THE BUFFER. J _ 560 550 4" B� Blue 3, THERE SHALL BE NO DISTURBANCE WITHIN THE Big Lzriope rZZ10 3Z r BUFFER AREA, - - �. d.-------�q� .97-, •- 3--� -3 ag ocnnua m ca I 50 "' • `' Crepe Myrde • . � •�" ` i �r •.rte ..�,., ,�-, �.• ,,,�� .. � • ' f ^ , .•. ' � *.� - • ` • 3� -� `` ` a a, l`�• �1 Street Treses 2 0% Required Canopy-. ,. �•, } ktcHor Trees 23 14 required)12,500 sq_ f ( Proposed Canopy: 14,779 sq..fi- `- Parldng Spaces 57 + 7} =135 5% Required 7nte&r . PLandscafl 2,400 sping: Handicap Spaces 5 Pavement z o oserT Intern g ---- P or L'Mdscaping: 4,500 sq. .�,� •`' �. ` \`'�. BuRdings 15,400 sq. ft. IX Site 74,000 sq. fL ORIGINAL PLAN BY: to- On r I1FE P. QUMLEh L:adscs a Designer `�.. aynesboro LANDSCAPE ci, GARDEN CENTER 942-4646 • ` r ^it . t r. DID I ` ' �PAX 540-949- 7743 Y 20WcsMain Street- Waynesboro, 3 i� hh � ,A• e. 1 ' � � . a ` !• � X14 •' • �� � � !� � � ��V�! .. •A � • • S A � � � l�.ti� is 1• -� .. �' � � y j t • � c , -}_ �• S • tt, � l� J� ':- .�, • x�{� _ �, • RC1• x � '��� � �_ , ,� ���� 1�-'C ,-�-C..r...._� ` .z��,��` rl �. r , 4J 241 l 80 & ., • - - fir` $c. r� �• �. - � -�.j}, � °• �Z B U F it E R KEY t8° � 51 E&J=MAPLE =� K REMAINDER—POPLAR S _ BUFFER AREA TREE LOCATIONS ARS FROM THE OWNER'S "BUFFER TREE SURVEY AND D' 20' 40'60' CONSERVATION PLAN". NO FIELDWORK WAS PERFORMED BY JOHN MCNAIR AND ASSOC. IN TH L ✓r ,k ION OF THE TREES. __JI 7 TL ! PROJECT NO, 99068 DATE: .Ian- 1S, 2000 DESIGN BY: JWM .1 DRAWN BY: TPNH • - APPROVED: JWM i SCALE.: AS SHOWN 1 Ei - SHEET NO. o 4 • S 0%r . e + © H O R i.c.I o O •z.' 13 L to C) <- iG3 t /1 - :iii t-- CC'j 0 u M it cz il ♦ i. E � •� t V ' � s S A � � � l�.ti� is 1• -� .. �' � � y j t • � c , -}_ �• S • tt, � l� J� ':- .�, • x�{� _ �, • RC1• x � '��� � �_ , ,� ���� 1�-'C ,-�-C..r...._� ` .z��,��` rl �. r , 4J 241 l 80 & ., • - - fir` $c. r� �• �. - � -�.j}, � °• �Z B U F it E R KEY t8° � 51 E&J=MAPLE =� K REMAINDER—POPLAR S _ BUFFER AREA TREE LOCATIONS ARS FROM THE OWNER'S "BUFFER TREE SURVEY AND D' 20' 40'60' CONSERVATION PLAN". NO FIELDWORK WAS PERFORMED BY JOHN MCNAIR AND ASSOC. IN TH L ✓r ,k ION OF THE TREES. __JI 7 TL ! PROJECT NO, 99068 DATE: .Ian- 1S, 2000 DESIGN BY: JWM .1 DRAWN BY: TPNH • - APPROVED: JWM i SCALE.: AS SHOWN 1 Ei - SHEET NO. o 6' EXTENDED POLE MOUNT ' 16_' (405 mm) AREA CUTOFF FLOOD l.fl, KMlak fj. f�a1l {%\ Y'i , Seamkcs p,efr,lahed sernl-spectiu f:; ..,:.<�:�{: :;:�l�/,:L .; •',j"!'�-- %i;;(cif; die cosi aakxnhsen Qtls„ra E dN:vsa nfunirum - /C'4" '� : - l Fkish mgr barnza JJ M+PPx .:.2 L,. m ddb. akxsirau Haliaat iA'S. ��?•�. sr� .� I .,rte i 1 4 •YS ere t :? . �`% %� •��/j.�, ...,: i�'� + /.. / 5 i` jj ,,.fir - :./r. %'•:,, ftp,h,e) �Fi (i52 mn}--5--.-�.—Qt6'(46s --Lung�i:�j�' a l 1 m y ti'r•i;%b^'LiJ.'•', 'vi%%:rya-::%:.<:-:. • , --...t OidCT !2C (610 i i r jii%/:Gj�ii"f:I:'✓moi::'•:':;::<:�::; `�:^:} ltajlnt pAcnded Compximml tan Frame Voto F1DDnt 018 east alurrkwM - Ffrizh cols, bronzy dwrfr+maseatros ' ,afanSad lms:snaied Wth Finger 'I 'cow gafkaL Aas tily Fadah cdcr; black. it URI -FORE" PULSE START METAL HALIDE M 120I2081240/277V (Standard) -(a)f Fusing 150W PSMH AC2615-{a)(b) T 120/2771347V (Canada Only) (Standard) -(d)H 2 -Level Lighting C (120,777,347x) _ 200W PSMH ACr, 2fi20-(a)(b) I 120V -{a)P Button Photocell 25OW PSMH AG2625-(a)(bj 2 27TV -5P External Photocell (riot 480V) 32OW PSMH AC2632-{a)(b) 27 277V (PSMH Only} f1 Quartz Standby 35OW PSMH AC2635-ja)(b) 3 208V (Includes 190w quarter lamp) ¢ (NtAon277VReactor- Wiast) fY 440W PSMH AG2640 {a}(dl 4 240V METAL HALIDE 5 240V Sp«c($) sing1tvoftage— Ste lvoltage Sulftt Key. 175W MH AC2417-W(b) B 347V (Canada Only) 250W MH AC2425-(a)N For yoltags auaUablk outside the US. and Canada, see 810?in 40OW MH A02440-{a)(b) TD -9 or eontactyour Ruud Up'ntinq authorized fn"" Disu hater. HIGH PRESSURE SODIUM I; 25OW NPS AG2525-W(b) 4 400W HPS A02540-0)01 Specify (a) votiage & M Options. l!5 2 -Laves !ightinq available. See Technical Data Sliest TD•a. Reduced envelope ED28 Lamp. rgwa, TIM,MM IM forward throw sharp cutoff luminaire for Fixture includes clear, mogul base lamp; Exclusive DeltaGuardm finish features an E -Coat HID lamp, totally enclosed. Housing is seamless, 320 -40OW PSMH and 40OW MH utilize.the epoxy primer with medium bronze acrylic die cast aluminum. Mounting'consists of a 1.75' E028 reduced envelope lamp. Pulse -rated powder topcom, providing excellent resistance (44 mm) wide by 4.5' (114 mm) high by 6' porcelain enclosed, 4kv rated screw shell type to corrosion, ultraviolet degradation and (152 mm) long extruded aluminum arm. The lampholder with spring loaded center contact abrasion. The finish is covered by our 7 year arm is held in place with two 318' (9 mm) and lamp grips. Lamp ignitor included where limited warranty. . mounting rods fastened to a steel backing required. All ballast assemblies are high power plate inside the pale, and by tura nuts inside factor and use the following circuit type: t � the fixture housing. Mourning rods are provided eagto (277V PSMH) ANSI lamp wattage label supplied, visible during with sealing washers to prevent water leakage. (150 -40OW PSMH) reiamping. OL tasted in U.S. and Canada for Lens assembly consists of rigid aluminium frarne wet locations and enclosure classified IP65 . add high impar, clear tempered glass. C` A Con0�n` WattacA Autotrans ormer' per IEC 529 and fEC 598, (150 - 40OW PSMH; 175 - 40OW MH; 250 - 40OW HPS) K'I FWG-15 Wire Guard U.S. 4,689,729; 5.451.843 SBL -16 Backlight Shield Max. Recommended Pole Spacing Catalog 4 Lamp Type L2mp Lumens Mounting Height X x Y Fnotcandles Lux AC2540-M 40OW HPS 54,604 —'25 (7.6 m) 95 (29.0 m) x 140'(42.7 m) 5.08. 55 j 30' (9.1 m). 115' (35.1 m) x 165' (50-3 m) 3.37 36 RUD � 9201 Washington Avenue Racine; Wisconsin 53406-3772 U.S.A. pHO?4E (414) 886-1900 FAX (414) 884-33179 LIGHTINGa hi p /lvvwv, ruvargitt ng.com 7n ins Cd Ruud Lighting, hc. Printe-d in D -..A AnAd.rct<lH.inc'udrrb6a c<.v.,; _ . p a==-�- •� v d Ii e . v 1 's 7 o'1 m 1 ' 8 PROJECT NO. 9.9068 --- -- { A . 2000 ------= DESIGN BY: a 4—+ � d•• I l i APPROVED: ,d w O d ' V) s 4 M cO IT— 4 CN • € a LU d CL Qom. . 4 a E (� 4 0 0 Lo 0 4 QJ X f � r a f f • 160' 140' NOTE: ALL BUILDING LIGHTS WILL BE LESS THAN 3,0x0 LUMENS. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECOARTIVE LUMINAIRE WITH FULL CUTOFF OPTICS. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF(1j2) FOOT CANDLE. hk A' a ' 4 P r' 4• A •a ' F •e • 1 'a tl d D a \Q o 80' 60' 40' 20' 20' 40' ISOFOOTCANDLE PLOT OF 40OW HPS AREA CUTOFF. FLOODLIGHT AT 25' MOUNTING HEIGHT, 0' VERTICAL TILT, WITH BACKLIGHT SHIELD LOCATED FOR BACKLIGHT CUTOFF. (PLAN VIEW) ❑/ 1 1 I 5 40OW HPS HAS 50,000 LAMP LUMENS WITH A RECOMENDED POLE SPACING OF X=95' AND Y=140', 5.08 FOOTCANDLES, AND LUX=55 4 P P 4 •. a a �1 A -77 n lh PROJECT NO. 9.9068 --- -- { DATE: Jan .19, 2000 ------= DESIGN BY: JWM 4—+ � TMH I l i APPROVED: ' JWM w SHOWN V) s Q M cO IT— kA CN • € LU d CL E (� •= 0 Lo �••r QJ X c� LL_ Z U 3 I _z fl O t, °v C6 lf) �-•,, {I �) 3 (D ) I Q CL — Lj R wa � � Q Q LOLO L4 z a. L Z X Z U Q. Z C5 . (f} <na Q av 0� z z p o z s ¢ r, �Q Z Z z z � = 1- � Z C7 � a s �^ > f- z Zj Q z = z �a pop �Q Q flx O O O O O O N i1 O co CC) tC r t\ to L0 0) T = F- lh PROJECT NO. 9.9068 --- -- { DATE: Jan .19, 2000 ------= DESIGN BY: JWM 4—+ DRAWN BY: TMH I l i APPROVED: ' JWM SCALE: AS' SHOWN V) SHEET NO- Q M cO IT— kA CN • C # LU d� E (� •= 0 Lo �••r QJ X LL_ Z U 3 I °v C6 lf) �-•,, {I �) 3 (D ) m CL a E Q� 1 i i PROJECT NO. 9.9068 --- -- { DATE: Jan .19, 2000 ------= DESIGN BY: JWM I j � DRAWN BY: TMH I l i APPROVED: ' JWM SCALE: AS' SHOWN } SHEET NO- IN OT