Loading...
HomeMy WebLinkAboutSDP200000007 Plan - Approved Final Site Plan and Comps. 2000-04-19EXISTING _s ---w- U MH _ 99.95 '� 99 VARIES SEE LANDSCAPE PLAN --- x APPROVAL LEGEND DESCRIPTION SANITARY SEWER WATERLINE STORMDRAIN UTILITY LINIE CLEANOUT MANHOLE CURB INLET DROP INLET WATER METER METER VAULT YARD HYDRANT FIRE HYDRANT VALVE STREET LAMP GROUND ELEVATION CONTOUR CONCRETE CURB & GUTTER CONCRETE PAVING BITUMINOUS PAVING RETAINING WALL BUILDING RIGHT OF WAY/PROPERTY LINE CENTERLINE DITCH/SWALE LINE LANDSCAPINIG FENCE SILT FENCE TREE PROTECTION FENCE BENCHMARK PROPOSED —s W U co MH 0 FH ,99.95 .. VARIES SEE LANDSCAPE PLAN DEPARTMENT OF PLANNING COMMUNITY DE\�ELOPMEN T DE ENGINEERING for I N:TE�'SF'"TI�;'�! Cid- WH�TEWOOD NuAD AND 0"' AK F ����`�� D hi`,',� r��,;,�L�� i i ES ��'ILLL, V IRf;�NA �i y J.2100 DATE dA - T VICINITY MAP NOT`lpO SCALE HYDRAULIC RD. 29 WHITEWOOD RD. ��l TE i O OAK FOREST CIRCLE HYDRAULIC RD. GREENBRIER DR. OAK FOREST DR. 29 — -------"`". 5 29 N A 9 � RFST�M N.T.S. NOTE; THE CONTRAC-iOR MUST NOTIFY PUBLIC UTILI'i-IES AND INSPECTIONS 24 HOURS PRIOR TO STARTING. SITE SUNiiJ,ARIES CONSTRUCTION SCHEDULE: PHASE 1– 2000-2001 PHASE 11– 2001-2003 PROPOSED USE: OFFICES CURRENT ZONING: COMMERCIAL–C1 OWNER: WOOD, DAVID J. JR. & JOSEPH M. WOOD II CONTRACT PURCHASER: ST0,NEHAUS DEVELOPMENT DEVELOPER: STONEHAUS DEVELOPMENT TAX PARCEL NO.: 61-26 DEED BOOK: 1822; PG. 591 CURRENT USE: WOODED, VACANT SITE AREA= 2.841 ACRES IMPERVIOUS AREA=1.700 ACRES OPEN SPACE=1.141 ACRES (40%,1 MAXIMUM NUMBER OF EM -ILCYE, 5= 100 MAXIMUM HEIGHT OF STRUCTURES= 35' MAXIMUM GROSS AREA BUILDINGS: 30,000 s.f. MAXIMUM USABLE AREA BUILDING: 24,000 s.f. MAXIMUM REQUIRED PARKING; 114 SPACES PARKING PROVIDED: 119 SPACFS (INCLUDING 5 VAN ii/C) PHASE I PARKING: 55 SPACES SEE SH. 5/11 FOR CALCS. PHASE II PARKING: 59 SPACES EXISTING LANDSCAPE: ENTIRE SITE IS WOODED SITE LIES IN THE AIA, AIRPORT IMPACT AREA, PROPERTY IS NOT LOCATED IN ANY KNOW RESERVOIR WATERSHED. PROPERTY IS NOT LOCATED liv A FLOOD ZONE. ALL SIGNS WILL REQUIRE SEPERATE PERMITS UNDER 4.15 OF THE ZONING ORDINANCE. INDEX OF SHEETS: SHEET 1 TITLE SHEET D ARTM ENT OF ZONING DATE I SHEET 2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 48 HOURS OU „\ SHEET :> GENERAL CONSTRUCTION PLAN Ir D E PARTICI ENT OF EIRE RESCUE DATE 0 �'\ SHEET STAKEOUT PLAN SHEET 5 GEOMETRIC & UTILITY (PLAN SHEET 6 GRADING AND EROSION CONTROL PLAN ISHEET 7 STORM & SANITARY PROFILES ALBEMARLE COUNTY SERVICE ,AUTHORITY DATE SHEET 8 SITE DETAILS �'/�•"jlx SHEET 9 SITE DETAILS VIRGINIA DEPARTMENT OF HEALTH DAT I � � SHEET 10 LANDSCAPING PLAN '� ��� SHEET 11 PHOTOMETRIC PLAN VIRGINIA DEPARTMENT OF TRANSPORTATION D k� u for I N:TE�'SF'"TI�;'�! Cid- WH�TEWOOD NuAD AND 0"' AK F ����`�� D hi`,',� r��,;,�L�� i i ES ��'ILLL, V IRf;�NA �i y J.2100 DATE dA - T VICINITY MAP NOT`lpO SCALE HYDRAULIC RD. 29 WHITEWOOD RD. ��l TE i O OAK FOREST CIRCLE HYDRAULIC RD. GREENBRIER DR. OAK FOREST DR. 29 — -------"`". 5 29 N A 9 � RFST�M N.T.S. NOTE; THE CONTRAC-iOR MUST NOTIFY PUBLIC UTILI'i-IES AND INSPECTIONS 24 HOURS PRIOR TO STARTING. SITE SUNiiJ,ARIES CONSTRUCTION SCHEDULE: PHASE 1– 2000-2001 PHASE 11– 2001-2003 PROPOSED USE: OFFICES CURRENT ZONING: COMMERCIAL–C1 OWNER: WOOD, DAVID J. JR. & JOSEPH M. WOOD II CONTRACT PURCHASER: ST0,NEHAUS DEVELOPMENT DEVELOPER: STONEHAUS DEVELOPMENT TAX PARCEL NO.: 61-26 DEED BOOK: 1822; PG. 591 CURRENT USE: WOODED, VACANT SITE AREA= 2.841 ACRES IMPERVIOUS AREA=1.700 ACRES OPEN SPACE=1.141 ACRES (40%,1 MAXIMUM NUMBER OF EM -ILCYE, 5= 100 MAXIMUM HEIGHT OF STRUCTURES= 35' MAXIMUM GROSS AREA BUILDINGS: 30,000 s.f. MAXIMUM USABLE AREA BUILDING: 24,000 s.f. MAXIMUM REQUIRED PARKING; 114 SPACES PARKING PROVIDED: 119 SPACFS (INCLUDING 5 VAN ii/C) PHASE I PARKING: 55 SPACES SEE SH. 5/11 FOR CALCS. PHASE II PARKING: 59 SPACES EXISTING LANDSCAPE: ENTIRE SITE IS WOODED SITE LIES IN THE AIA, AIRPORT IMPACT AREA, PROPERTY IS NOT LOCATED IN ANY KNOW RESERVOIR WATERSHED. PROPERTY IS NOT LOCATED liv A FLOOD ZONE. ALL SIGNS WILL REQUIRE SEPERATE PERMITS UNDER 4.15 OF THE ZONING ORDINANCE. INDEX OF SHEETS: SHEET 1 TITLE SHEET D ARTM ENT OF ZONING DATE I SHEET 2 TOPOGRAPHIC SURVEY & DEMOLITION PLAN 48 HOURS OU „\ SHEET :> GENERAL CONSTRUCTION PLAN Ir D E PARTICI ENT OF EIRE RESCUE DATE 0 �'\ SHEET STAKEOUT PLAN SHEET 5 GEOMETRIC & UTILITY (PLAN SHEET 6 GRADING AND EROSION CONTROL PLAN ISHEET 7 STORM & SANITARY PROFILES ALBEMARLE COUNTY SERVICE ,AUTHORITY DATE SHEET 8 SITE DETAILS �'/�•"jlx SHEET 9 SITE DETAILS VIRGINIA DEPARTMENT OF HEALTH DAT I � � SHEET 10 LANDSCAPING PLAN '� ��� SHEET 11 PHOTOMETRIC PLAN VIRGINIA DEPARTMENT OF TRANSPORTATION D 0 Q) ILU wN 0 w u m �... z 0 O Z Q X CL ¢Y I Z w V_ z LAJ to z -j � > w w <. . D. Q o �' u- 0 p o �- Wz w¢�z Z >�.. ULu Qz ���. D Q W Z I o QVQ W wo Q� �C)0 00� CD 0m Q i!® JA �y©�y-�� nf"1 t 0 IA 5 o CD 0 L >, LL- U c� c cy QMon �rn p I` o �- E 48 ® n L 6 Q Iw 0 �Q NF— Z u v) L7 a� LurL. �. LJLJ =@< !z i� VI I:e =) wo LamL__ 0 .jiki Lu §0Lu m � Icy r� PROJECT NO. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. of EX. SAN. MH60A TOP ELEV.=5 MATCHES MH60A TOP ELEV. A ON ASBUILT PLAN AND PROFIL BERKELEY INTERCEPTOR SEWE 264+00 TO STA. 278+60.25), MCNAIR AND ASSOCIATES. EX. SAN. MENENDEZ, MANUEL OR DOROTHY M. DB 1679/714, TM 61W1 -A-37, MH 60A SEW. M.H TOP 591.68 INV. 584.71 7. WHERE SHOWN TO REMOVE CONCRETE CURB OR 17. CONTACT MISS UTILITY 48 HOURS ADVANCE BENCH MAR zl/ ELEV. = 59 GUTTER, IT SHALL BE REMOVED RETAINING A STRAIGHT ASPHALT PER B. AUB UTILITIES. 12.) KIKER, JEAN, DB 1753/036, TM 61 W1-4-38, ZONED: R4 PROPERTY EDGE. SHOULD THE ASPHALT EDGE BECOME JAGGED OR UNEVEN, 'PROVIDE REMOVE EXISTING ------------ ------ STORM PIPE. PRop C.B. /T6p = 589.63 586.4 3,50, 3 % MAP REF. 5 LOT1 PROPERTY 1S CURRENTLY A 'SINGLE FAMILY RESIDENCE. SECURED AREAS AROUND DEMOLITION OPERATIONS, AS REQUIRED FROM THE SITE TO A DISPOSAL SITE APPROVED BY LOCAL ti cy- 9z FOR PROTECTION. AUTHORITIES HAVING JURISDICTION. 6 11.) MENENDEZ, MANUEL OR DOROTHY M. DB 1679/714, TM 61W1 -A-37, CURB AND (D 0 ZONED: R4, PROPERTY IS CURRENTLY A SINGLE IFAMILY RESIDENCE. 7. WHERE SHOWN TO REMOVE CONCRETE CURB OR 17. CONTACT MISS UTILITY 48 HOURS ADVANCE DEMOLITION NOTES zl/ kAtai GUTTER, IT SHALL BE REMOVED RETAINING A STRAIGHT ASPHALT DETERMINE LOCA TION OF EXISTING UNDERGROUND UTILITIES. 12.) KIKER, JEAN, DB 1753/036, TM 61 W1-4-38, ZONED: R4 PROPERTY EDGE. SHOULD THE ASPHALT EDGE BECOME JAGGED OR UNEVEN, 'PROVIDE LLJ MAP REFERENCES - IS CURRENTLY A SINGLE FAMILY RESIDENCE. THE CONTRACTOR WILL BE REQUIRED TO A STRAIGHT SAW 18. LOCATE EXACT HORIZ, & VERT. LOCATION OF UNDERGROUND CUT A MINIMUM OF 12" FROM PAVEMENT EDGE, REMOVE ASPHALT UTILITIES IN AREAS OF EXCAVATION. HAND DIG IF REQUIRED. j Y111, 13.) WHITEWOOD VILLAGE ASSOCIATES, DB 782/632, TM 61-28A, ZONED: R15, WEARING COURSE. Q) Q) C �PROPERTY IS CURRENTLY APARTMENT BUILDINGS. 19.. OBTAIN ALL REQUIRED LICENSES, PERMITS, ETC. FROM CITY, 8. WHERE SHOWN TO REMOVE CONCRETE CURB, CURB AND STATE & FEDERAL AGENCIES. 1.) WOOD, DAVID J. JR. & JOSEPH M. WOOD 11, DB 1622/591 TM 61-26, ALL DEMOLITION AND DISPOSAL OPERATIONS SHALL BE 11. MAINTAIN TWO WAY TRAFFIC IN ROADWAYS AT ALL TIMES 'ez wl TO THE NEAREST EXPANSION JOINT, OR SAW CUT AND REMOVED ./ / \, �i, TO THE NEAREST CONTRACTION JOINT. NEW PAVEMENT ITEMS SHALL t ZONED: C-1, PROPERTY IS CURRENTLY VACANT AND WOODED. CONDUCTED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL EXECP T WHEN OTHERWISE SPECIFICALLLY AUTHORIZED, DURING TIMES BE PROVIDED TO REPLACE THOSE REMOVED FOR CONSTRUCTION OF if M 0 IMPROVEMENTS AS OUTLINED ABOVE. REPLACEMENT PAVEMENT E mL ITEMS SHALL BE INSTALLED TO MATCH EXISTING GRADES AND TO REGULATIONS. WHEN ONE LANE MUST BE CLOSED, PROVIDE TRAFFIC CONTROL TRANSITION TO PROPOSED GRADES.. ui A 9. ALL PIPES AND CONDUITS WHICH AR,". "GANDONED IN PLACE g•15 2.) VEHICULAR SIGHT DISTANCE EASEMENT (FOR 400' SIGHT DISTANCE) DB 884%169 MEASURES CONFORMING TO THE MANUAL OF UNIFORM TRAFFIC EXISTING ui BY INSTALLING BULKHEADS. rI TREELINE CONTROL DEVICES, AND COMPLY WITH ALL CITY STANDARDS AND 10. PROVIDE BARRICADES, SIGNAGE, ETC AS REQUIRED TO PROVIDE g 91.68' TRAFFIC CONTROL AND TO 'CLOSE SIDEWALKS AROUND CONSTRUCTION AREAS. 3.) INGRESS/EGRESS EASEMENT DB 592/341 2. INSTALL EROSION CONTROL DEVICES PRIOR TO BEGINNING PROCEDURES. u� V) S NOTED E OF J/ 4.) INGRESS/EGRESS EASEMENT DB 592/341 DEMOLITION OPERATIONS. 12. THE PLAN DOES NOT GUARANTEE THE ACCURACY OR �- w M V) V) 1/ 1 < R, (STA. 3. COMPLETELY REMOVE EXISTING BUILDINGS, UTILITIES AND ABOVE QUANTITIES OF THE DEMOLITION STRUCTURES. IT WAS DEVELOPED 0 Y) D BY JOHN 5.) BEECHTREE ASSOCIATES, DB 753/600,TM 61-25, ZONED: Cl, GRADE AND BELOW GRADE IMPROVEMENTS WITHIN AND 5' OUTSIDE � T�O ASSIST THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD THAT w 1� z PROPERTY IS CURRENTLY DEVELOPED COMMERCIAL. OF NEW BUILDING LIMITS. REMOVE IMPROVEMENTS WITHIN PROJECT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS z z LIMITS TO A MINIMUM OF TWO (2) FEET BELOW NEW FINISHED DRAWN THEREFROM BY THE CONTRACTOR. j LiJ 0 z _j -i 6.) ALBEMARLE PROFESSIONAL COURT PARTNERSHIP, DB 1319/301, TM 61-27C, GRADE. STRUCTURES. ETC. SHALL BE DEMOLISHED TO PROVIDE 13. NO BURNING OR BLASTING WILL BE ALLOWED ON SITE. 5 '5 x W ,Cl 0 w ZONED: CO, PROPERTY IS CURRENTLY DEVELOPED COMMERCIAL. DRAINAGE. L-Lj 0 0 uj 0 z 0 z 7.) TOPPER, DAVID B OR MARIA N., DB 1801/089, TM 61 W1 -A-33, ZONED: R4 4. BACKFILL ALL DEPRESSIONS ENCOUNTERED OR CAUSED BY 14. EXISTING IMPROVEMENTS WHICH ARE TO REMAIN, AND ARE -D u K TOP FIRE HYDRANT PATCH MH WITH MIN. PROPERTY IS CURRENTLY A SINGLE FAMILY RESIDENCE. DEMOLITION PROCESS WITH SELECT SUITABLE SOIL MATERIALS TO DAMAGE BY CONSTRUCTION OPERATIONS SHALL BE RESTORED TO 5.21' US COAST & GEODETICS DATUM 8" OF MASONRY OR MATCH NEW FINISHED GRADES. ORIGINAL CONDITION BY THE CONTRACTOR, AT HIS EXPENSE. 0 0 0 REY HUFFMAN & ASSOC. 1 O»8.) CONCRETE AS REQUIRED AFTER INSTALLATION OF CHANDROSS, RONALD J SR OR CAROL L., DB 810/746, TM 61 W1 -A-34, 15. RECORD THE CONDITION OF EXISTING IMPROVEMENTS TO 'Co 0 SAN! (PVC), EX. SAN. MH 60 18" RCP. ZONED: R4, PROPERTY IS CURRENTLY A SINGLE !FAMILY RESIDENCE. 5. EXCAVATION FOR PROPOSED BUILDING AND STRUCTURES SH ALL REMAIN AND IMPROVEMENTS ON ADJACENT PROPERTIES ON THE SITE 0 0 I--, TOP ELEV.=587.90' NEW BE UNCLASSIFIED. THE CONTRACTOR SHALL ANTICIPATE EXCAVATION PLAN AND BY PHOTOGRAPHS. REVIEW THE CONDITION OF THE INV. ELEV.=582.51' 9.) DEATON, EBBEN C. JR OR JANE P., DB 677/5791, TM 6lWl-A-,35, TO INCLUDE REMOVAL OF FOUNDATION WALLS, FOOTINGS, SLABS, IMPROVEMENTS WITH THEIR RESPECTIVE OWNERS PRIOR TO THE M �-7 ENTRANCE TO ZONED: R4, PROPERTY IS CURRENTLY A SINGLE IFAMILY RESIDENCE. ETC, WITHIN THE LIMITS OF EXCAVATION. COMMENCEMENT OF DEMOLITION OPERATIONS. SACHEM VILLAGE 10.) MARTIN, WILLIAM J. OR JOYCE E., DB 1044/757 TM 61 W1 -A-36, ZONED: R4, 6. PROVIDE FENCING BARRICADES, ETC. AS REQUIRED TO MAINTAIN 16. LEGALLY DISPOSE OF DEMOLITION AND CONSTRUCTION DEBRIS REMOVE EXISTING ------------ ------ STORM PIPE. PRop C.B. /T6p = 589.63 586.4 3,50, 3 % MAP REF. 5 LOT1 EXISTING C&t,,-; TO REMAIN TOP /o MAP REF. 6 PARCEL "C" 0 .0p R 38 DATA 429.43 .00" A_ 0 197 C) LIMITS OF CLEARII` \T0 PROPERTY LIN EXISTING SLOPE F-/CEEDS 25% ,.-.�--EXISTING TREELINE .—�EXISTING SLOF ,,EX6EEDS 25% EXISTING EP c" PROPERTY 1S CURRENTLY A 'SINGLE FAMILY RESIDENCE. SECURED AREAS AROUND DEMOLITION OPERATIONS, AS REQUIRED FROM THE SITE TO A DISPOSAL SITE APPROVED BY LOCAL ti cy- 9z FOR PROTECTION. AUTHORITIES HAVING JURISDICTION. EXISTING C&t,,-; TO REMAIN TOP /o MAP REF. 6 PARCEL "C" 0 .0p R 38 DATA 429.43 .00" A_ 0 197 C) LIMITS OF CLEARII` \T0 PROPERTY LIN EXISTING SLOPE F-/CEEDS 25% ,.-.�--EXISTING TREELINE .—�EXISTING SLOF ,,EX6EEDS 25% EXISTING EP c" LIMITS\ OF CLEARING BUIFFER PROTECTION \T0 El)b�E 20' BUFFER PLASTIC FENCE, SEE DETAIL 2/6 SHT.6 ,v ti 6n LOT 33 MAP, REF. 7 LOT 34 MAP REF. 8 v IMAR REF. 11 -77- 0 T., NOTE: LIMITS OF CONSTRUCTION ARE WHITEWOOD ROAD TO TiHENORTH, OAK FOREST DRIVE TO THE EAST, THE 20' BUFFER TO THE SOUTH, AND THE PROPERTY LINE TO THE WEST. ALL CONSTRUCTION AND DEMOLITION SHALL BE CONFINED TO THOSE AREAS UNLESS 1-11ROVISIONS ARfr-- MADE TO EXTEND THESE LIMITS. CIL RADIUS, PIL ;7 33 A REMOVE EXISTING' 29 8-7 P T STORM PIPE. REMOVE EXISTING 15 R�409 , 37» STORM PIPE REPLACE DI WITH 24" RCP. TOP 578,59 INV = 573.84 EXISTING SLOPE EXCEEDS 257. V t 491.4B -% N71 SHED LOT 355 dP REF' 9 s:, 120' BUFFER TO REMAIN UNDISTURBED LOT 36 REF. 10 OAK FOREST SUBDIVISION ZONED RESIDENTIAL -R4 J li LIMITS OF CLEARING tTo EDGE 20' BUFFET:;,\ -n LIMITS OF CLEARING TO PROPERTY LINE PROPERTY 1S CURRENTLY A 'SINGLE FAMILY RESIDENCE. SECURED AREAS AROUND DEMOLITION OPERATIONS, AS REQUIRED FROM THE SITE TO A DISPOSAL SITE APPROVED BY LOCAL 00 rq 4-J FOR PROTECTION. AUTHORITIES HAVING JURISDICTION. 6 11.) MENENDEZ, MANUEL OR DOROTHY M. DB 1679/714, TM 61W1 -A-37, CURB AND (D 0 ZONED: R4, PROPERTY IS CURRENTLY A SINGLE IFAMILY RESIDENCE. 7. WHERE SHOWN TO REMOVE CONCRETE CURB OR 17. CONTACT MISS UTILITY 48 HOURS ADVANCE OF EXCAVATING TO zl/ kAtai GUTTER, IT SHALL BE REMOVED RETAINING A STRAIGHT ASPHALT DETERMINE LOCA TION OF EXISTING UNDERGROUND UTILITIES. 12.) KIKER, JEAN, DB 1753/036, TM 61 W1-4-38, ZONED: R4 PROPERTY EDGE. SHOULD THE ASPHALT EDGE BECOME JAGGED OR UNEVEN, 'PROVIDE LLJ < > IS CURRENTLY A SINGLE FAMILY RESIDENCE. THE CONTRACTOR WILL BE REQUIRED TO A STRAIGHT SAW 18. LOCATE EXACT HORIZ, & VERT. LOCATION OF UNDERGROUND CUT A MINIMUM OF 12" FROM PAVEMENT EDGE, REMOVE ASPHALT UTILITIES IN AREAS OF EXCAVATION. HAND DIG IF REQUIRED. j Y111, 13.) WHITEWOOD VILLAGE ASSOCIATES, DB 782/632, TM 61-28A, ZONED: R15, WEARING COURSE. Q) Q) C �PROPERTY IS CURRENTLY APARTMENT BUILDINGS. 19.. OBTAIN ALL REQUIRED LICENSES, PERMITS, ETC. FROM CITY, 8. WHERE SHOWN TO REMOVE CONCRETE CURB, CURB AND STATE & FEDERAL AGENCIES. A, GUTTER OR WALK, IT SHALL BE TO PROPOSED GRADES. REMOVED 'ez wl TO THE NEAREST EXPANSION JOINT, OR SAW CUT AND REMOVED ./ / \, �i, TO THE NEAREST CONTRACTION JOINT. NEW PAVEMENT ITEMS SHALL t Mon "IA *l BE PROVIDED TO REPLACE THOSE REMOVED FOR CONSTRUCTION OF if M 0 IMPROVEMENTS AS OUTLINED ABOVE. REPLACEMENT PAVEMENT E mL ITEMS SHALL BE INSTALLED TO MATCH EXISTING GRADES AND TO E � TRANSITION TO PROPOSED GRADES.. m A 9. ALL PIPES AND CONDUITS WHICH AR,". "GANDONED IN PLACE A-,• SHALL HAVE OPEN ENDS CAPPED OR PL -.,GED TO FORM A WATER TIGHT SEAL PLUGGING OF LARGER PIPES ::HALL- BE ACCOMPLISHED EXISTING BY INSTALLING BULKHEADS. TREELINE 10. PROVIDE BARRICADES, SIGNAGE, ETC AS REQUIRED TO PROVIDE TRAFFIC CONTROL AND TO 'CLOSE SIDEWALKS AROUND CONSTRUCTION AREAS. LIMITS\ OF CLEARING BUIFFER PROTECTION \T0 El)b�E 20' BUFFER PLASTIC FENCE, SEE DETAIL 2/6 SHT.6 ,v ti 6n LOT 33 MAP, REF. 7 LOT 34 MAP REF. 8 v IMAR REF. 11 -77- 0 T., NOTE: LIMITS OF CONSTRUCTION ARE WHITEWOOD ROAD TO TiHENORTH, OAK FOREST DRIVE TO THE EAST, THE 20' BUFFER TO THE SOUTH, AND THE PROPERTY LINE TO THE WEST. ALL CONSTRUCTION AND DEMOLITION SHALL BE CONFINED TO THOSE AREAS UNLESS 1-11ROVISIONS ARfr-- MADE TO EXTEND THESE LIMITS. CIL RADIUS, PIL ;7 33 A REMOVE EXISTING' 29 8-7 P T STORM PIPE. REMOVE EXISTING 15 R�409 , 37» STORM PIPE REPLACE DI WITH 24" RCP. TOP 578,59 INV = 573.84 EXISTING SLOPE EXCEEDS 257. V t 491.4B -% N71 SHED LOT 355 dP REF' 9 s:, 120' BUFFER TO REMAIN UNDISTURBED LOT 36 REF. 10 OAK FOREST SUBDIVISION ZONED RESIDENTIAL -R4 J li LIMITS OF CLEARING tTo EDGE 20' BUFFET:;,\ -n LIMITS OF CLEARING TO PROPERTY LINE �DBO x t TREELINE 7 39)'J LOT 37 LOT 38 MAP REF MAP REFj� 12 NOTE: TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY B. AUBREY HUFFMAN AND ASSOC. AUGUST 1999. lX CONC. S/w iiJ V) REPLACE STIR. 2 WITH STANDARD 4' MH. MAP REF. 13 JWM DRAWN BY: TMH 0 00 rq 4-J > �DBO x t TREELINE 7 39)'J LOT 37 LOT 38 MAP REF MAP REFj� 12 NOTE: TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY B. AUBREY HUFFMAN AND ASSOC. AUGUST 1999. lX CONC. S/w iiJ V) REPLACE STIR. 2 WITH STANDARD 4' MH. MAP REF. 13 IA DATE: Jan. 18, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM 4-J SHOWN (D 0 4)00 Qj 0) kAtai r— IA r iV LLJ < > 0 LO Q) Q) C Z Us t Mon M 0 E mL E � Q> m E IA DATE: Jan. 18, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN RETAINING WALL A MAX. HT. 3. ' TYPE: VERSA -LOC 577.67' O 571.76 571.55 EXISTING STR. 2 578,19' � Za- Al 572.71 EXISTING STR., REPLACE WITH STANDARD 4' DIA. PRECAST MH. ~ A3 1 524.5- `7 0 Z J 573.61 573.29 A2 a 3 578,4.8' IA4 574.09 573.84 EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP. 4 RETAINING `NALL B MAX. HT. 8' TYPE: VERSA -LOC Bi 1 593-5, 577.82 5 11 B3 576.25 S VDOT DI--iB 8' THROAT I 1 600.0' 581.27' 62 577.40 fr7 577.15 VDOT Oi-3B 8' THROAT B4 584.00 00 e 86 578.07 VDOT DI -3C 6' THROAT 67 RETAINING WALL C MAX. HT. 5.0' TYPE: TIMBER WALL Cl 586.08 585.83 C5 1 604V 11 C9 1 609.0 C2 VDOT DI -3C 6' THROAT 7 C6 1 600.6 578.77 ' 8 ! C3 i 579.51 C7 1 601.00 9 609.5 C4 586.43 tm Ln E ' 11 C12 1 608.0 RETAINING WALL D MAX. HT. 3.5' TYPE: TIMBER WALL D1 I 5910' I w 11 D3 D5 ' D2 , affi D4 Z U D6 1 5810' RETAINING WALL E MAX. HT. 4.0' TYPE: TIMBER WALL E1597.0 Z ' 4 z cc� 6 ' RETAINING WALL F MAX. HT. 3.5' TYPE: TIMBER WALL F1 F3 F5 I SgS 0' @ F2 F4 F6 ' RETAINING WALL G MAX. HT. 4.0' TYPE., TIMBER WALL G1 ' 11 G3 PROJECT N0. 99068 G5 1 rq 2' DESIGN BY: G2 1 590.0. DRAWN BY: 11 G4 APPROVED: JWM G6 ' SHEET NO. , .•,. .... ..•. Vi u..ti nv ,w71-VI-!!f'1i, iiYIrLV VIIYV CONNECTION TO ANY EXISTING ROAD, A PREMIT 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. Z, ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 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 BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OF STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBE!MARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT 1S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE: -CLASS 111. TOP VIEW STAGGER FACE -MATERIALS & nNISHES 2"x4" PRESSURE BOARDS FOR AS SPECIMED BY TREATED PINE PRIVACY CONTRACTOR & (MIN.) APPROVED BY OWNER 4"x4" or 6"x6" PRESSURE TREATED PINE VERT. POST (MIN.) FRONT ELEVATION 6' WOOD PRIVACY FENCE 3 SCALE: NOT TO SCALE FIN. GRD. z 0 i M 6'-0" TO 9'-0" MAX. STR. NO. TOP ELEV. INV. IN INV. IN INV. OUT REMARKS 1 577.67' O 571.76 571.55 EXISTING STR. 2 578,19' � Za- 573.21 572.71 EXISTING STR., REPLACE WITH STANDARD 4' DIA. PRECAST MH. ~ 2A 577.24' `7 0 Z J 573.61 573.29 EXISTING STR. 3 578,4.8' 00uj oa 574.09 573.84 EXISTING STR., ENLARGE 18" PIPE OPENING FOR NEW 24" RCP. 4 579.92 .575.25 fr44 575.00 fry 574.88 4' DIA. PRECAST MH W/ FRAME & COVER VDOT DI -3(' 6' THROAT 44 583.66 577.82 5 580,00' 576.25 576.00 VDOT DI--iB 8' THROAT I 6 581.27' 577.90 fr66 577.40 fr7 577.15 VDOT Oi-3B 8' THROAT 66 584.00 00 e 578.31 578.07 VDOT DI -3C 6' THROAT 67 591.00 dN- > 584.11 583.86 VDOT DI -36 6' THROAT 68 592.50' 586.08 585.83 VDOT DI -36 6' THROAT 69 596.90' 584.00'T:__ 591.07 VDOT DI -3C 6' THROAT 7 579.02 578.77 VDOT DI -38 8' THROAT 8 ! 584.75' i 579.51 579.26 VDOT DI -3C 6' THROAT EXISTING STR., ALTER INVERT OUT TO ACCOMIDATE NEW 18" RCP. PLUG EX. PIPE OUTFALL.. 9 589.63' 586.68 1 586.43 { 0' 20' 40' 60' ! t SCALE: 1 "=20' { EX. 8" SAN MH AA TOP EL -E\/.= 578.47' INV. ELEV.= 573.07' EX. SAN. PROP, MH SB EX, 8" SAN. SAN A EX. FIRE HYDRANT~ J Q N 4 m = J C.7 V ZJp Q Z O tu- �� Z cri 0 Z a ��� J Gt m Y � w Zw z z Z Z Z � Za- 0O Z ��� a �a- 0 W vi =a. z z 43 a3oo� zW� `7 0 Z J X J Z a3 a 7 W wQ a fl W a-> U w8 o n W 0 40 00uj oa o oc� Q <Q cy o O o co ©�Pl O M M Z W 4-1 to 0 00 - 00 e IA. lC c'\i � i iL J dN- > 6C) .� 4A V) v x c �- C i � i cy) c� M --, 0 ° tm Ln E d Go s a- 1 Q I w Owoo V , affi Z U �� O r r .�Y Z z cc� 0RrLas DJ,,,,.�� ce (g z 0 W @ 0 r �s Z L PROJECT N0. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. 3 ofi v' 0.r GENERAL WATER AND SEWER CONDITIONS 10" SAN. PVC EX. SAN.- MH 60A - EX. SAN. MH 60 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY TOP ELEV.=587.90' SERVICE AUTHORITY INSPECTORS_ THE CONTRACTOR WILL BE INV. ELEV.-582.51' / RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY / % OFFICIALS AT THE START OF THE WORK. BENCH MARK TOP FIRE HYDRANT 2_ THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE _ - - - �" - • _. �-�� ELEV. = 595.21' US COAST & GEODETICS DATUM �.PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND PER B. AUBREY HUFFMAN & ASSOC_ 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 CB, TOP =589.63 � '"�\�_ ��`�_ THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. INV. =,286.43. - / R D 4• DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. --EX. 15" RCP \ / 4 2 9 3 8 p o OTq �--�- " _ -�! 32 •5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS C` �4 A_19� 85_`-� �r� UTILITY" (1-800_552-7001). ALTER EX_ STR_ 9 TO y� `- ; / 6- ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF ACCOMIDATE NEW 18'�� yIT COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF RCP. PLUG MH AT `` 20Q PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS EX0 nn If ISTING PIPE OUTFALL / 7 �� SlOr �� ! AND WATER LINES, ETC. WITH A MIN. OF 8 MASONRY 350 a , �` -�\ ` S '�� `` '�j� 7. ALL WATER AND SEWER APPURTIENANCES ARE TO BE LOCATED OUTSIDE OR CONCRETE AS REQUIRED. %� SITE L'NE FR 'ate \ ` ` ~ ` OF ROADSIDE DITCHES. SAWCUT AS REQUIRED FOR DEMOLITION AND DI. TOP= 593.13 NEW CONSTRUCTION. BACKFILL ROAD - INV=9.63 S. VALVES ON DEAD LINES SHALL IBE RODDED TO PROVIDE ADEQUATE .� ''- PAVEMENT PER DETAIL 1/5. ADHERE TO RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. OPEN CUT ROAD TO INSTALL NEW 8" WATERLINE. Q) 00 � `� �'�-�-- 8 RCp �� as EX. EP �'•'_ \ V SAME TRAFFIC CONTROL \ ', ! '�-��� ��-� COORDINATE WITH VDOT, PERFORM WORK DURING 0 (5 0 � CRITERIA AS NOTED FOR THE STORM / �� OFF-PEAK TRAVEL TIMES. PROVIDE PROPER 0 04 PIPE REPLACEMENT BETWEEN STRS 2-r(' '�. \ "`� TRAFFIC CONTROL AT END OF EACH WORK DAY, 0 MAINTAIN TWO OPEN LANES OF �T R FFIC. ADHERE _ �- ? TO ALL APPLICABLE SAFETY REGULATIONS. LTJ Q C) COORDINATE WITH OWNER. _ 24 FIELD VERIFY ALL INVERTS a� C!o\- SEE SHEET 9, �' AND RIM ELEVATIONS. OPEN CUT ROAD TO REMOVE EX. PIPE , ® U 7 AND TO INSTALL NEW PIPE AND MH. l DETAIL 3/9 MAINTAIN A MIN- OF ONE LANE OF TRAFFIC IN AND OUT OF OAK FOREST DRIVE AT ALL I` o LIGI!T POLE DETAIL '_ '__' :4946.092 6 x I RETAINING WALL "B" E:4915.574 24 RCP - �`� TIMES DURING THE WORK DAY. PROVIDE 4 -___ N:4909.74,5 PROPER TRAFFIC CONTROL AT END OF EACH Z SEE DETAIL 9/9 SH_ 9 "` -__ : ° :4990.324 U & SEE TABLE H_ 3 , CORK DAY, MAINTAIN TWO OPEN LANES OF PLANS INDICATE A MANHOLE IN V RAFFIC. ADHERE TO ALL APPLICABLE SAFETY THIS AREA (BURIED), VERIFY .-EGULATIONS. COORDINATE WITH OWNER. LOCATION. SEE SH- 3 FOR 15" RCPA STORM SEWER _. SEE SHEET 7, --- S �_ I ° DETAIL 5/7 66CHEDULEry i 4 - ' g FOR WATERLINE F �; ., - ` 8 ._ _ -� -��_ SEE SHEET 7, DETAIL 2/7 I I PROFILES. ° �;;\\ 24y -dam ___ FOR STORM SEWER PROFILES. 1 OUTFLOW OF 6 FIRE HYDRANT SEE RETAINING WA L L A -4 IN RCP Q RETAINING �,, WATERMETER TO BE SIZED BY !, DETAIL 1 /8 SH. 8 _ Q SEE TABLE SHEET 3 ALBEMARLE COUNTY SERVICE W/M �V ""`` N:4857.248 SAN. D ° WALL. INV. OUT= 1 _ _ _ _ _ \ 592.5' / ; AUTHORITY AT A LATER DATE. - - - a h -� - - - - - -- - _ _ - - _ - s,. ° B/0 0 FH °' a -�(PICAi- -_ S S °.. � N-4817-578 � X // % > '� `' ► 120N SE`NER g" Di I d ;. ' < E:5083.755 _ BACKFLOW PREVENTION S� EME - - -W�- , - �1�,� I P/` � , DEVICES WILL BE REQUIRED N:4879.891 I AN ---�- S 6' BENDI ` I " ; �`\ A_23 o DgTq 7 DETAIL 4 7 - I a _- ---E: 869.408 S i f-�- I SANITARY T� 3 , SEE SHEET ET L / ON THE WATERLINE AT EACH L - - 8�- S - - t - - S ) _ d r 1 3 S - -S- - - - - - - - - - - - - j- - - SERVICE - 29 ° 5 8 FOR STORM SEWER PROFILES L_- BUILDING_ (RPZ T; PE) ; a. S ROP_ -'-� I _�'` R' 9 X37" I I i <r C 0 ° . I LINE SEE - -_`40. oo 3 cn d ,f`- / SAN. E --'' < : d :: S DETAIL 1 C/7 :. N:4763.690 0l. 0^NITARY -"`i a s SHEET 7 E:5164.220 P. S 24 a W SERVICE -------------_ - -__, i " ° INV = 573. " r r 24 RCP __ EXE TORM RC g LINE SEE W/M ) '`- : I .: •d '. ::- .._ :.... .>.:.::.;..:::::::-:a:<.;>=r::,::.'e:;;Ka;aE:a:g;;F.;:!:;it:,.::_::%?�;:':ress:':.::::'qs:r.::.;>�::r. Z N_4843.918 DETAIL 1C/7 E-4911.253 �WATERMETER TO BE SIZED B al I ° ' DUMPSTER PAD AND FENCE SHEET 7 2 N:4839.795 S7 ALBEMARLE COUNTY SERVICE a �) I S SEE DETAIL 2/8 SH. 8 " E:4890.540 GQ AUTHORITY AT A LATER DATE_ ! /0 e °.^ 15 RCP R i -------t-YARD DRAINS 20' TY -P -I -AL------ ` - lJ� SEE DETAIL WATERLINE SEE SHEET 7, SEE SHEET 7 ) " 9A/8 SN. 8 - - DETAIL 1 /7 '' 68 DETAIL 3 7 BACKFLOW PREVENTION L -W - W- _ _ W - - - - - W- - - W- ( - W- - - - - - -W- - - - - ' f QIP_ EASEMENT. y HC ACCESS SEE FOR SANITARY / DEVICES WILL BE REQUIRED I DETAIL 7/8 SH. 8 SEWER PROFILES. , FOR STORM ° 90� 14 �� SEWER PROFILES. ON THE WATERLINE AT EACH BEND I' ` o ;,. BUILDING. (RPZ TYPE _ _ �j RETAINING WALL C ` SEE DETAIL ' \ i z o jl \ s9, WATERMETER TO BE SIZED BY 2B SEE TABLE SI -1. 3 2/8, SH_ 8 t PHASE / a r�, ALBEMARLE COUNTY SERVICE i _ ( t;, t e a ` FOR PAD ' v : a ` AUTHORITY AT A LATER DATE. I �N '� ?fes :e ENTRANCE BLD "A" \ \ RETAINING WALL "F" -----�N11�-��1,L_ G 'i HC ACCESS SEE p BACKFLOW PREVENTION i I SEE TABLE SH_ 3 I S SEE TABLE SH. 3 ° j I DETAIL 7/8 SH. 8 \ DEVICES WILL BE REQUIRED I I RETAINING WALL "E"._ ON THE WATERLINE AT EACH; -�ry� 7 ''`'� ° SEE IABD 1 Q BUILDING. RPZ TYPE ; 1 ��1 \` a () I t I /�/�� I n I eIP a io ,� a HC ACCESS SEE 1� -- DETAIL 7/8 SH_ 8 \ I l� 1 this s HC ACCESS SEE CDce 1 13 {J\�1'^ 69 9 ENTRANCE ----DETAIL 7/8 SH. 8 i i ` } U_j 1 )4 60 I II P A'�FACCESS RAMP BLD B ( I I BLD "C" RETAINING WA "C" SEE TABLE SH. 3 I I i I --X--------X MIN. 1.5" OVERLAY ASPHALT CONCRETE PLANT MIX MINIMUM OF SURFACE COURSE 6" BM' -2 (BASE MIX) TYPE SM -2A I MATCH EX. PAVEMENT OR CURB ELEVATION. MIN. 10" TYPE i SIZE 21 A OR B 17.5" AGG_ COMPACTED TO 100% MAX. -�- DENSITY AT OPTIMUM b' APPROVED SOIL OR SELECT MOISTURE CONTENT. BENCH MATERIAL TYPE 1, CBR 30 COMPACTED TO 95% MAX - AT OPTIMUM MOISTURE CONTENT. IPE N W SIDE CLEARANCE PER PIPE MANUFACTURERS SPECIFICATION SAND OR Cb 57 STONE °0�°0 0c, NG * 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 11). 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) X- M SLOPE S/W TO \ MEET EP SEE SHEET 7, ----- - ^-------- -- DFTAIL 1/7 \ F FOR SANITARY __--X-_-_-__X_------X------X 20.5' P/L 6' WOOD PRIVACY FENCE TO C/L C/L TO BE CONSTRUCTED FENCE .5' OUTSIDE BUFFER LINE. SEE DETAIL 1/3 SH_ 3 BACKFILL OF DITCH MAY BE MADE TO THE EXISTING PAVEMENT LINE WITH 21A STONE AS A TEMPORARY MEASURE UNTIL ENTIRE DITCHLINE WORK IS COMPLETE THEN THE FILLER STONE IS TO BE REMOVED, AND THE FINAL 3 LIFTS OF MATERIAL, ADDED AS NOTED ON DETAIL 1/5 THIS PAGE, IN DITCH. TYPICAL SECTION FOR REPAIR OPEN CUT ROAD SCALE-- NOT TO SCALE X= 491.46' N71`35'11"W SEWER PROFILES. \ `s \ C/O SANITARY SERVICE LINE - - SEE DETAIL 1 C/7 SH. 7 4• 1 8" SAN S SAN. C --- X -----_ X-- ---=_-_-._ -_ X <-- _ ___ X _---X __ X ^-�-- X --:-.X- _ _-- X _- X ------ X _..____. _ _ -- X ------ - x N:4632.002 RETAINING WALL "D" E:5128.759 SEE SHEET 7, DETAIL 1/7 SEE TABLE SH_ 3 FOR SANITARY SEWER PROFILES - Building One (Only J Q Exterior Gross SF, 7254 per floor M Q tom.. Stories: 2 � U z 14608 m u-) wu mW N Wall UJ 11 � � Thickne" Total Q m w 0 a Y 4 LF In Feet F RENCHES IN ACCORANCE o wal` 19S .1-11 z W JJ .189 0.84 • 0 0Qc_ o a r- 334.32 3 M z v , v~i M C,) J W�\ w Z ..J w Z C, C, Total Ext Gros_*SF - Ext Walls*0_8/20 WC Cro 0 ® P 0� z a r� ¢. rr, UJ w a C, v�U ca , LL 0 CA \ 0 �yy,,, �'��,y /v Total Ext Gross SF. M Mderdor Walls of Wall _ = x LF Thickness SF Concrete Re*lt ning Wall 171 1.1 188.1 "' N 4 WITH A MIN. OF 8 MASONRY 350 a , �` -�\ ` S '�� `` '�j� 7. ALL WATER AND SEWER APPURTIENANCES ARE TO BE LOCATED OUTSIDE OR CONCRETE AS REQUIRED. %� SITE L'NE FR 'ate \ ` ` ~ ` OF ROADSIDE DITCHES. SAWCUT AS REQUIRED FOR DEMOLITION AND DI. TOP= 593.13 NEW CONSTRUCTION. BACKFILL ROAD - INV=9.63 S. VALVES ON DEAD LINES SHALL IBE RODDED TO PROVIDE ADEQUATE .� ''- PAVEMENT PER DETAIL 1/5. ADHERE TO RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. OPEN CUT ROAD TO INSTALL NEW 8" WATERLINE. Q) 00 � `� �'�-�-- 8 RCp �� as EX. EP �'•'_ \ V SAME TRAFFIC CONTROL \ ', ! '�-��� ��-� COORDINATE WITH VDOT, PERFORM WORK DURING 0 (5 0 � CRITERIA AS NOTED FOR THE STORM / �� OFF-PEAK TRAVEL TIMES. PROVIDE PROPER 0 04 PIPE REPLACEMENT BETWEEN STRS 2-r(' '�. \ "`� TRAFFIC CONTROL AT END OF EACH WORK DAY, 0 MAINTAIN TWO OPEN LANES OF �T R FFIC. ADHERE _ �- ? TO ALL APPLICABLE SAFETY REGULATIONS. LTJ Q C) COORDINATE WITH OWNER. _ 24 FIELD VERIFY ALL INVERTS a� C!o\- SEE SHEET 9, �' AND RIM ELEVATIONS. OPEN CUT ROAD TO REMOVE EX. PIPE , ® U 7 AND TO INSTALL NEW PIPE AND MH. l DETAIL 3/9 MAINTAIN A MIN- OF ONE LANE OF TRAFFIC IN AND OUT OF OAK FOREST DRIVE AT ALL I` o LIGI!T POLE DETAIL '_ '__' :4946.092 6 x I RETAINING WALL "B" E:4915.574 24 RCP - �`� TIMES DURING THE WORK DAY. PROVIDE 4 -___ N:4909.74,5 PROPER TRAFFIC CONTROL AT END OF EACH Z SEE DETAIL 9/9 SH_ 9 "` -__ : ° :4990.324 U & SEE TABLE H_ 3 , CORK DAY, MAINTAIN TWO OPEN LANES OF PLANS INDICATE A MANHOLE IN V RAFFIC. ADHERE TO ALL APPLICABLE SAFETY THIS AREA (BURIED), VERIFY .-EGULATIONS. COORDINATE WITH OWNER. LOCATION. SEE SH- 3 FOR 15" RCPA STORM SEWER _. SEE SHEET 7, --- S �_ I ° DETAIL 5/7 66CHEDULEry i 4 - ' g FOR WATERLINE F �; ., - ` 8 ._ _ -� -��_ SEE SHEET 7, DETAIL 2/7 I I PROFILES. ° �;;\\ 24y -dam ___ FOR STORM SEWER PROFILES. 1 OUTFLOW OF 6 FIRE HYDRANT SEE RETAINING WA L L A -4 IN RCP Q RETAINING �,, WATERMETER TO BE SIZED BY !, DETAIL 1 /8 SH. 8 _ Q SEE TABLE SHEET 3 ALBEMARLE COUNTY SERVICE W/M �V ""`` N:4857.248 SAN. D ° WALL. INV. OUT= 1 _ _ _ _ _ \ 592.5' / ; AUTHORITY AT A LATER DATE. - - - a h -� - - - - - -- - _ _ - - _ - s,. ° B/0 0 FH °' a -�(PICAi- -_ S S °.. � N-4817-578 � X // % > '� `' ► 120N SE`NER g" Di I d ;. ' < E:5083.755 _ BACKFLOW PREVENTION S� EME - - -W�- , - �1�,� I P/` � , DEVICES WILL BE REQUIRED N:4879.891 I AN ---�- S 6' BENDI ` I " ; �`\ A_23 o DgTq 7 DETAIL 4 7 - I a _- ---E: 869.408 S i f-�- I SANITARY T� 3 , SEE SHEET ET L / ON THE WATERLINE AT EACH L - - 8�- S - - t - - S ) _ d r 1 3 S - -S- - - - - - - - - - - - - j- - - SERVICE - 29 ° 5 8 FOR STORM SEWER PROFILES L_- BUILDING_ (RPZ T; PE) ; a. S ROP_ -'-� I _�'` R' 9 X37" I I i <r C 0 ° . I LINE SEE - -_`40. oo 3 cn d ,f`- / SAN. E --'' < : d :: S DETAIL 1 C/7 :. N:4763.690 0l. 0^NITARY -"`i a s SHEET 7 E:5164.220 P. S 24 a W SERVICE -------------_ - -__, i " ° INV = 573. " r r 24 RCP __ EXE TORM RC g LINE SEE W/M ) '`- : I .: •d '. ::- .._ :.... .>.:.::.;..:::::::-:a:<.;>=r::,::.'e:;;Ka;aE:a:g;;F.;:!:;it:,.::_::%?�;:':ress:':.::::'qs:r.::.;>�::r. Z N_4843.918 DETAIL 1C/7 E-4911.253 �WATERMETER TO BE SIZED B al I ° ' DUMPSTER PAD AND FENCE SHEET 7 2 N:4839.795 S7 ALBEMARLE COUNTY SERVICE a �) I S SEE DETAIL 2/8 SH. 8 " E:4890.540 GQ AUTHORITY AT A LATER DATE_ ! /0 e °.^ 15 RCP R i -------t-YARD DRAINS 20' TY -P -I -AL------ ` - lJ� SEE DETAIL WATERLINE SEE SHEET 7, SEE SHEET 7 ) " 9A/8 SN. 8 - - DETAIL 1 /7 '' 68 DETAIL 3 7 BACKFLOW PREVENTION L -W - W- _ _ W - - - - - W- - - W- ( - W- - - - - - -W- - - - - ' f QIP_ EASEMENT. y HC ACCESS SEE FOR SANITARY / DEVICES WILL BE REQUIRED I DETAIL 7/8 SH. 8 SEWER PROFILES. , FOR STORM ° 90� 14 �� SEWER PROFILES. ON THE WATERLINE AT EACH BEND I' ` o ;,. BUILDING. (RPZ TYPE _ _ �j RETAINING WALL C ` SEE DETAIL ' \ i z o jl \ s9, WATERMETER TO BE SIZED BY 2B SEE TABLE SI -1. 3 2/8, SH_ 8 t PHASE / a r�, ALBEMARLE COUNTY SERVICE i _ ( t;, t e a ` FOR PAD ' v : a ` AUTHORITY AT A LATER DATE. I �N '� ?fes :e ENTRANCE BLD "A" \ \ RETAINING WALL "F" -----�N11�-��1,L_ G 'i HC ACCESS SEE p BACKFLOW PREVENTION i I SEE TABLE SH_ 3 I S SEE TABLE SH. 3 ° j I DETAIL 7/8 SH. 8 \ DEVICES WILL BE REQUIRED I I RETAINING WALL "E"._ ON THE WATERLINE AT EACH; -�ry� 7 ''`'� ° SEE IABD 1 Q BUILDING. RPZ TYPE ; 1 ��1 \` a () I t I /�/�� I n I eIP a io ,� a HC ACCESS SEE 1� -- DETAIL 7/8 SH_ 8 \ I l� 1 this s HC ACCESS SEE CDce 1 13 {J\�1'^ 69 9 ENTRANCE ----DETAIL 7/8 SH. 8 i i ` } U_j 1 )4 60 I II P A'�FACCESS RAMP BLD B ( I I BLD "C" RETAINING WA "C" SEE TABLE SH. 3 I I i I --X--------X MIN. 1.5" OVERLAY ASPHALT CONCRETE PLANT MIX MINIMUM OF SURFACE COURSE 6" BM' -2 (BASE MIX) TYPE SM -2A I MATCH EX. PAVEMENT OR CURB ELEVATION. MIN. 10" TYPE i SIZE 21 A OR B 17.5" AGG_ COMPACTED TO 100% MAX. -�- DENSITY AT OPTIMUM b' APPROVED SOIL OR SELECT MOISTURE CONTENT. BENCH MATERIAL TYPE 1, CBR 30 COMPACTED TO 95% MAX - AT OPTIMUM MOISTURE CONTENT. IPE N W SIDE CLEARANCE PER PIPE MANUFACTURERS SPECIFICATION SAND OR Cb 57 STONE °0�°0 0c, NG * 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 11). 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) X- M SLOPE S/W TO \ MEET EP SEE SHEET 7, ----- - ^-------- -- DFTAIL 1/7 \ F FOR SANITARY __--X-_-_-__X_------X------X 20.5' P/L 6' WOOD PRIVACY FENCE TO C/L C/L TO BE CONSTRUCTED FENCE .5' OUTSIDE BUFFER LINE. SEE DETAIL 1/3 SH_ 3 BACKFILL OF DITCH MAY BE MADE TO THE EXISTING PAVEMENT LINE WITH 21A STONE AS A TEMPORARY MEASURE UNTIL ENTIRE DITCHLINE WORK IS COMPLETE THEN THE FILLER STONE IS TO BE REMOVED, AND THE FINAL 3 LIFTS OF MATERIAL, ADDED AS NOTED ON DETAIL 1/5 THIS PAGE, IN DITCH. TYPICAL SECTION FOR REPAIR OPEN CUT ROAD SCALE-- NOT TO SCALE X= 491.46' N71`35'11"W SEWER PROFILES. \ `s \ C/O SANITARY SERVICE LINE - - SEE DETAIL 1 C/7 SH. 7 4• 1 8" SAN S SAN. C --- X -----_ X-- ---=_-_-._ -_ X <-- _ ___ X _---X __ X ^-�-- X --:-.X- _ _-- X _- X ------ X _..____. _ _ -- X ------ - x N:4632.002 RETAINING WALL "D" E:5128.759 SEE SHEET 7, DETAIL 1/7 SEE TABLE SH_ 3 FOR SANITARY SEWER PROFILES - Building One (Only Building ir, Phase ( of the Cot�auc ,,) Exterior Gross SF, 7254 per floor 0' ON EITHER SIDE OF Stories: 2 ,PEN CUT AND SHOWN Total Sid Gross 8F; 14608 m u-) ,S HATCHED AREA ON Wall HIS SHEET. REPLACE WITH Exterior Walls of Thickne" Total _5" SM -2A AFTER PATCHING u d LF In Feet F RENCHES IN ACCORANCE Concrete Retaining wal` 19S .1-11 218.9 IITH MP -71. Wood 1St Floor .189 0.84 167.16 Wood 2nd Fluor 398 0.84 334.32 - 728.38 Phase I C40 atlons w Total Ext Gros_*SF - Ext Walls*0_8/20 "-= acas ;auafs '14508 720 0.8 200 55.15 55.00 Building Two Exterior Gross SF: $120 perlloor etories: 2 �yy,,, �'��,y /v Total Ext Gross SF. 1.2240 Mderdor Walls of Wall Total 'Building 2 LF Thickness SF Concrete Re*lt ning Wall 171 1.1 188.1 Wood 1st Floor 171 0.64 143.64 Wood tQ 2nd Floor 342 0.84 287.28 618.02 Building 2 Calculations Total Ext Gross $F - pct V a(!s "0.8 f 200=5oaces Squats 12241 619 0.8 200 46.48 46.00 Pudding Three Exterior Gross SF: 3520 perifioor Stones: 1 Total Irxt Gross SF: 3520 Exterior Walis of WW Tata Building 3 F Thickme SF Wood 1st Focr 240 0_a4 201.5 20 �.ls Eulld ng 3 Calculations Totai Ext Gross SF - ExtWaIts "0.81200=80aceS Equals $520 .201 O's 200 '113.28 13.00 Total of Phase 2 Parking = Bidgs 2 &. 3 55.00 Total of Phase 1 Perltiim= Bidas 1 a51.00 Tota'. of Parking. Requited for Entre Project 114.00 ---- EXISTING 6' WOOD PRIVACY FENCE (OFF PROPERTY) G 4 SCALE: 1 "=20' AREA TO BE EXCAVATED FOR SANITARY SEWER CONSTRUCTION SEE DETAIL 1/5 SHEET 5. INSTALL "[DOGHOUSE" SANITARY MANHOLE SEE SHEET 7, DETAIL 1A/7. o , SAN. B N:4603.457 E:5217.276 11T - i ua r 11 ; ` E Co cn I� z 1 1� II 1 tn I 4 I V EX. STORM 15" RCP 1.8"x8" TAPPING SLEEVE AND VALVE EX. FIRE EX. SAN. AA EX.. SAN. BB SAN- A PROJECT NO- 99068 DATE: Jon 19, 2000 DESIGN. BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO- 0fi 11. s o� C: 014 M IMITS OF MILLING ARE 0' ON EITHER SIDE OF ,PEN CUT AND SHOWN m u-) ,S HATCHED AREA ON HIS SHEET. REPLACE WITH c �] _5" SM -2A AFTER PATCHING 2 -1 Q RENCHES IN ACCORANCE 0 IITH MP -71. 0 E J - w EX. STORM 15" RCP 1.8"x8" TAPPING SLEEVE AND VALVE EX. FIRE EX. SAN. AA EX.. SAN. BB SAN- A PROJECT NO- 99068 DATE: Jon 19, 2000 DESIGN. BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO- 0fi 11. i 915 c��C�-• 50.50 --- 26.00 - 2.4.00 28.00 i 14.00 j J o I a_ NE�V ►- j\ uJ CONST. a X 1.5" SM -2A J X 5' i w ASPHALT \ 12.00 w xx --2.08% -2.08% -- _YY LzuG6 CURB 6" BM -2 CREST 7" 21 B CONC. 0.5' AND GUTTER ASPHALT AGGREGATE S/W CONC_ PYL=PAINTED YELLOW CENTER UNE S/W P/L PROPERTY LINE 'IA'TYPICAL ROAD SECTION-WHITEWOOD RD. j SCALA NOT TO SCALE 3S GB. =589.63 EX. INV - 86.43 EP LINA _ E : a REFERENCE NOTE: SEE SHEET 9 FOR MISCELLANEOUS EROSION/SEDIMENT CONTROL NOTES & DETAILS. 132, , 75 -77 a S a S 58 y FOR TEMP_ SED. TRAP SEE S © � SQ A MINIMUM WATER TAP OF 1 MUST BE INSTALLED WITH A VA EROSION AND SEDIMENT' MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH 1 _ \ CONTROL" -HANDBOOK „ t _ HOSE WITH A DIAMETER OF 1.5 FOR ADEQUATE CONSTANT ���I� 70' PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM DI. TOP = 93.13'��--�., .1�\ � .,.. a 4 r'" �� 3 �"'�• 1 3 PG 589. 3 -`�\ R RAp ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE INSTALL. RIP THE f SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM MI` 12 COV � ' ST #2 �� -.. 1 Z" HDPE WITH`' ENTERING STORM DRAINS DITCHES OR WATERCOURSES SEE SH_ 9 .. .�zx� N.... COVER",, USE -STONE TO BACKFILL EXISTINV. IN=S AROUND AND OVER PI C&G TNG EXISTING 81.50.\ ... C&G i 587. 87.00 58750 86jpF. \, RETAINING WAL -- 7 BC BC P - .a I_. f SEE TABLE SH. 3 INV_.` / --` 0 Dc 1-1 586. $ - 581 30 Cp 44, _,\ MAP REF. 5 S AN.ST TS ` ,� CRuj 588.00 SPILL \ DV CE z FF DRIP LIN 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 OMITS OF --•-_. CLEARING AND GRADING GRADING 5' ---- WHERE DRIPLINE IS LESS THAN 5' PROFILE VIEW c� .... CURB `` ` �C`T,� j I/O,y 2 \.- �\ _ .... r ,........ I v %a 588.50 °`G - � '\ U' BC \ PROP_ S FNT M a.•- �� SCALE: NOT TO SCALE 591.75 I DW p 6 9 R R. I _ BC y N a 58 .00 �� C 'S _ - d' /I 66 581 �- 590.50 0 IP .DIVERSION DITCH WASH 2 584.65 a 6 , E VIRGINIA" EROSION EXISTING RACK EP AND SEDIMENT CONTROl� N -' S - -- - CONCRETE a HANDBOOK III -67 Dc 586 Q - 6b _ _- SPILLWAY PLATE 3.12-1) 7 cR z ° i cL �� 4 j 7 °- SAN. D 0 5 587 87 1 - P . 5 -, t _ 6 LIMITS OF CLEARINGa.' � Dv 88. o BC -5. p1.• • _.._ _. .._ _.._. .-....`,., -•_ �y M19 TEMP S -- S a PR -- ti c4 8 C&G DV 584.90 e 5 -- DUMPSTER PAD _ t SPILL J 1 � . GU / / a 587:1 SEE DETAIL 2/8 R$ � �• , � „ „ SHEET 8. ----------------- .."._..... 4-- 588:50 ` F� / BUILDING . A - - BC W- 2 -STORY`. •. a 588.7".., 588:7 SPILL IP - �; o 5 RB ss7.7s, Q9-3 C BC . E 584.8.. EX "- 14,240 SQ. FT. (GROSS)` i SILT FENCE f C 5 9 g5 I 64'8"X120 $ BC 589.7081`` 3 - DETAIL 1 /6 a e .. a. S8 - , FF ELEV.=APPROX- 590 S LL 5 -�� PROP. OP 578.59 89:0, PILL 590.4 ` BC 83� p INV=573sa --._...__.._. �r 2ND FLOOR ELEV. 585: I ' S 7 5 IP A ROX 602L86-0 . 589.5" C B .. 4 ._.� � . ° PRO _ a.. p 4 � �° C ... 585.90 • .. - .._....._ ..p_-._.�9..� i20� TS S -., - . 1 6 67 4c up ; PHASE'% o e �Y,i , -� '.. _ A I p SPIT _. �a i. 589.90 j!_ a . e 9 . a � '.. � � �• . `� CURB iJ •. 590.0 50 _! l 4 1! 92 ov A BC 5 L $6. P P tAt Bc �\ - rT W- W I 1 ''•\ 1 j - r' 68 a' 586:20-- 0' C 1 9 583.6 a A � PHASE � ..:. . ...: ....::: � . + ._�/9B 583.80 1 RETAINING. WALL C t - s I I I D t .; : ! l SEE ETAIL 1 i 1TABLE,../ \ S H. 3 :T EES �� I { SHEET 9 'B tpp � CR iN ;+ f j `N • p „ » ci 6 M 9 +: Y' -i•• Z DU PSTER P PSE AD. 4' - 7 9 BUILDING B -- J� EX V 1 I , I DETAIL _ .80 5EE ET L 583 l 2 r4'• 2 -STORY `���'� 0 Y PI F °• SPILL ` LIMITS 0 CLEARING L S , 1 .�. 4 2 is 2 �.583.90`t I SHEET. 8. C s V 5 se `� 2 B S �� 1 1 T CURB v ; 1 S 4 4 S FT. (GROS c 2 0 0 'a t Q_ a ) ? hi' v T N (/ t i' • J4 (.J7 �i Q f 1 A i.J Y ' •.f'I� { W _ JJ11 Ba.! .7!'1 _ P I r � .Y . t I W t a. z .r, i i i C ` tit1 S 584.40 '. G . '' 4r' tet•:. - . y •.' ' �t �� •� �� �., IIIb• _ ' t tt 0.) •:•�. ,' 58 4 . cuR 6 58 3.80 ie RETAINING WALLA A a.RAININWA SEE TABLE SH_ 3 BUILDING --"C". .. .n .-"- .., { CTI S 11 j EXTRA STRENGTH FlL TER FABR/C 't ,t i c I aI. .at t G p ' .'::. : 1iL i STORY l RANLNG _ALL FF ELEV.-APPROX. 587DEWITHOUT 4E MESH SUPPORT 4: 5 8 4.5 0{ I 3,520 SQ EE _ FT.NEEg6 BC H MAP REFso2NCs FL, ELEV -APPROX�r `:59 (GROSS) STEEL OR EDESTRIN BC ePARCEL TQ , sd :. -'GSWO POST CROSSIN SIGN t iI : 1 yrz 1 , ^Y 11 to I .I{ 1 � E 1 ti S'. I`. I ! 1 - �1 P 700 I 5 9 N I A t - F/ T F BRIC ATTACH LER n= A t 584 R C P S sc . UPSTREAM SECURELY EA U S E EL - , I ! siDE oFPOS 7. ,J 9 1 BSI C RO SS t ff • i a i WALK 9 p' t 5 1 s1 !! B CO1 i1 I I III II I I v v` ' ' TY P S 584. 80 VAN BC PEDESTRIANLOW C IIII p 1 ,i ii � II N ;1 it 1 _ \ =•4 --. • . .. t tt1!' 'tos"t• co o o �i- ,<o CROS CROSSING 130.: • ` s` -D' .5 SIGN d� �597Y H'•03.7ALK DC T`Y9: PSEE• TABLE y BC65O WHIG RETAINING „G,POINT WALL SPILL SH. 3GsI 1 EX_597.50SEE TABLE SH. 3 �CURB 587.3 o CON C. 00 603.75 9, 10'3m MAXIMUM SPA WITH 1}tf i WIRE SUPPORT FENCE I 58:5 sPILI` LIMITS OF CLEARIN 3 TYP'_ VAN S/W ' I i . a c\I yr c] �n CUR n AND GRADING , t i u� a� m ; / 6 (18m) MAX/MUM SPAC/NG WITHOUT WIRE SUPPORT FENCE 60 a' Ln `n `r' NOTES: 1. SILT FENCE SHALL BE PLACES ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY_ 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" 1 6' WOOD PRIVACY FENCE MAXIMUM RECOMMENDED STORAGE HEIGHT- 3. EIGHT3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE TO BE CONSTRUCTED OAK FOREST SUBDIVISION AND CAN BE PERMANENTLY STABILIZED. I 0 20' 40' 60 SEE DETAIL 1/3, SH. 3 ZONED RESIDENTIAL-R4T� I I r � SILT FENCE SF I SCALE. NOT TO SCALE SCALE: 1 "=20' EX EX 1� as vi z 0 o Q m a o z w In U m J N U n Ei u- LLJ``o F- J N e[ N J z Q Q � 0 o0z (,y uj I � o 3 �- m J fY m E J I- (Nf /}o z o- �]G0 z ti U m w 0 U z V) -U` o En J O O a. a �W o zW co U X Z w -i Ix Q m R O W Z N aU uo 3 co z m®- - > a �- o v;'J' W °C> oh v° c w z w Z v w pory 4O w U p� Q Q 0 0 0 0 ~ o co - N O \ P") 00 O M N M O r ,- .d• N LL I� W 4-J V O a)(3) ami LA c •moi Nr N W © Lo � x RS >,, LL. Z V �I r � I O � � M O U M Lo E®� a a v E i w o z w co 0,40 pgp'� O N 1� r- Q J Q d J Q a O Z V ■ O U > ,V) z _ 4-r' W CCS � O O 1w T U W Q ca c Z O G O O E W D PROJECT NO. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE_ AS SHOWN SHEET NO_ 0f I I •m 5901 580 570 1 SANITARY PROFILES STRS. A-E NOTE: DISTANCE=1 "40' VER Z- =T- = '8 ACTUAL PIPE LENGTH %HOR/. l' NOTE: FIELD VERIFY ALL INVERT AND RIM ELEVATIONS IN INVERT IN 573.74 { 575.44 SANITARY B-E INSTALL W L CROSSING 574.59 575.24 W L COSSING Iq 0+00 1+74.08 2+67.09 RIM GROUN STANDARD PRECAST 4 IN\.=581.52 571.76 INV._583.19 'o coEXISTNG (5""'� WATRLINE PROFILE 5+00 5+50 6+00 6+50 7+00 FINISHED GRADE SANITARY MANHOLE 51„ SEPARATION - HORIZ. �"•-40' VERT 17-S' A SEPARATION � EXISTING GROUND 574.88 576.00 577.15 578.77 ACSA FIG. S1 -1-D REQUIRED 18" 1 CLASS I!I REQUIRED 18 f, GRADE 8 FINISHED} 63" SEPARATION np i } 5+02.89 � } GRADE 578.19 578.48 REIQUIRED 18„ } 4+79 it i oo { 589.63 _ 570 } I !l O M o MH „A„ INSTALL Lq BRANCH TIE-IN, ; } 1 574.87 577.82 4 Lo . - } EE DE RCPT I 590 00 �' ACSA FIG. S-1-13 } (4" it 590 00 N ! r0 I }} Lo BETWEEN EX_ MH fLo p _ -- a95.co W/L CROSSING SORiCRQSSiNG Lo U 0 0.66 "AA" & "BB" } I g ---- �-�l� 1 SAN CROSS,N INV.=57 SAN_ CROSSING INV.=582.32' INV.=579.88' INV.=580.00 } } ARA 6E„ SEPARATION INV.=576.49' IINV.=576.60' t 1 C ! � Q 18' 65 SEPARATION REQUIRED 18„ I 51" SEPARATION SFPARATIO „ }� } REQUIRED 18" �8 } I- 4�" 95.36LF 2 REQUIRED 2„ } \20.96LF 24" }RCP CLASS 52 b1P ou { ± 139.32LF 8" SDR35 Pf C @ 0.55 `0.63% } DISTANCE= @ 1.15% 1 I TO .0/L MH 89.01 LF @ 0.5 236.22 F 8" SDR35 PVC @ 0.527. V } REQUIRED=12" G 170.08LF 8" CLASS 5 DIP @ O.l�b% 1 1 570 INVERT IN 577.90 578.31 581.46 586.08 I I 591.07 50.00LF 1 1+01.19 1+24.85 1+83.85 c W L CROSSING 591.00' 592.50' 596.90' 1 0+00 0+50 1+00 1+50 2+00 I @ 1.90% 1 } I NOTt: } DISTANCE= iNV.=581.52' HORIZ: 1`40' VERT_- 1 '=8' } I ? 1 1 TOCLMH. - rF:Tp °' L } } } } J 0- 52„ SEPARATION } i { REQUIRED 18" } I 4 1 ---------------- W � I INVERT IN 573.74 574.79 575.44 INVERT OUT 573.54 574.59 575.24 STATION 0+00 1+74.08 2+67.09 RIM 578.50 577.43 584.00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 r7i SEWER PIPE INSTALLATION IN TRENCH 7 NOT TO SCALE 1 C SANITARY SERVICE CONNECTION. T NOT TO SOLE . 610 .fo, M 580 570 A 590 580 570 560 N 590 TAPPING SLEEVE. -� WITH VALVE I } 1 1 I 610 576.67 1 0+00 0+50 1+00 EX. GROUND 5+07.31 } i 9 j PROP. WATERLINE 588.55 I SAN. CROSSING INVERT IN 571.76 � , (5""'� WATRLINE PROFILE 5+00 5+50 6+00 6+50 7+00 SHOWN ON SH. 8 DETAIL 10/8_ 579.02 INV. =577.22 1 - HORIZ. �"•-40' VERT 17-S' 572.71 EXISTING GROUND 574.88 576.00 577.15 578.77 579.26 I ( 1 CLASS I!I FlNAL 7 GRADE 8 FINISHED} 63" SEPARATION , � ' i } 5+02.89 ( } GRADE 578.19 578.48 REIQUIRED 18„ 580.00 4+79 it 584.00 { 589.63 _ 570 } i HYDRAN O M INVERT OUT 574.87 577.82 --� �! . - 0+00 0+12.08 EE DE RCPT I 590 00 �' 0+00 0+50 (4" SHEET 590 00 N ! r0 I }} p 90' BE D STA -BEND a95.co I `RQ Lo U 0 0.66 M. CROSSING g v00 1 SAN CROSS,N INV.=57 SAN_ CROSSING kSANLCROSSING INV.=579.88' f 1 } } ARA 6E„ SEPARATION INV.=576.49' IINV.=576.60' 27" SEPARATION I � Q 18' 52" SEPARATION 51" SEPARATION REQUIRED 12" w }� }REQUIRED REQUIRED 18" REQUIRED 18„ } .s! 0`L JSTALL FIRE f ASSEMBLY FAIL 1 /8 3. r�:Le 570 576.87 560 1 I 610 576.67 577.64 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+07.31 6+4)0.63 i 9 j 584.80 588.55 NOTE. ANCHOR ALL VERTICAL BENDS WITH THRUST BLOCKING AS FINISHED GRADE INVERT IN 571.76 � , (5""'� WATRLINE PROFILE 5+00 5+50 6+00 6+50 7+00 SHOWN ON SH. 8 DETAIL 10/8_ 579.02 } 1 NOTE: ALL PIPES HORIZ. �"•-40' VERT 17-S' E 560 1 I 610 - ( NOTE: ALL PIPES NOTE: ALL IPIPES 9 i 9 j I 111 + FINISHED GRADE INVERT IN 571.76 � , 574.09 I I 577.40 579.02 } 1 NOTE: ALL PIPES 571.55 572.71 EXISTING GROUND 574.88 576.00 577.15 578.77 579.26 } STATION CLASS I!I 0+50.00 7 GRADE 8 FINISHED} 2+73.71 , � ' i } 5+02.89 6+73.55 RIM 577.67 578.19 578.48 579.92 580.00 581.27 584.00 584.75 589.63 } I i 570 INVERT i O p O M INVERT OUT 574.87 577.82 STATION i3 0+00 0+12.08 „ �� RCPT I 590 00 �' 0+00 0+50 (4" cn 590 00 N ! r0 I }} } a95.co I Lo U V 0.66 o v00 ; O f 1 _� 4.45LF12=1 .05! j © { � Q ._ N I w }� 580 } I- 4�" 95.36LF 2 }} RCP 142.00LF24 RCP f \20.96LF 24" }RCP ou { ± I ! RC�-1 7 24' RCP @ 1.05% ' @ 1 `0.63% } DISTANCE= @ 1.15% 1 I TO .0/L MH 81.33LF 24" l l 1 } V } REQUIRED=12" G 570 @ 0.77%.l f 1 1 570 INVERT IN 577.90 578.31 581.46 586.08 INVERT OUT 577.15. 578.07 } 591.07 50.00LF 124" RCP 1+01.19 1+24.85 1+83.85 c RIM 581.27 584.00 591.00' 592.50' 596.90' � 0+00 0+50 1+00 1+50 2+00 I @ 1.90% 1 } I NOTt: } DISTANCE= HORIZ: 1`40' VERT_- 1 '=8' } I ? 1 1 TOCLMH. - rF:Tp °' L CO _c } } 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+100 4+50 5+00 5+50 6+00 6+50 7+00 HORIZ- l--40' VERT- 1 "=8' 610 I 560 600 610 - ( NOTE: ALL PIPES NOTE: ALL IPIPES EXISTING GROUND i 9 j CLAS 111 + FINISHED GRADE INVERT IN 571.76 573.21 574.09 575.00 576.25 577.40 579.02 579.51 586.68 INVERT OUT 571.55 572.71 .573.84 574.88 576.00 577.15 578.77 579.26 586.43 STATION 0+00 0+50.00 1+31.33 1+78.35 2+73.71 4+15.71 4+90.16 5+02.89 6+73.55 RIM 577.67 578.19 578.48 579.92 580.00 581.27 584.00 584.75 589.63 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+100 4+50 5+00 5+50 6+00 6+50 7+00 HORIZ- l--40' VERT- 1 "=8' 610 I w J m 600 610 - ( NOTE: ALL PIPES NOTE: ALL IPIPES EXISTING GROUND i 9 j CLAS 111 + FINISHED GRADE o o ol (D ) )j{1 590 600 z J Lo CD 600 o o� is w a. NOTE: DISTANCE= } ate. TO C/L MH EXISTING GROUND !. Z w w 580 580 � I / 12:08LF 15" RCP. 3 @ } 21-27% 570 570 INVERT i 575.63 O M INVERT OUT 574.87 577.82 STATION I 6- 0+00 0+12.08 „ �� RCPT I 590 0+00 0+50 (4" ! 590 HORIZ- 1`40' } a95.co I Lo U V o v00 O !n i � Q ._ N I w }� 580 23.56LF 15" RCP _ 580 6.69LF ® 3 62% @ 19.53% ou { WATERLINE CROSSING 13 �- NOTE: DISTANCE= 14.50LF 15"i @ 2.907.1 RCP INV.=583.41' TO .0/L MH } SEPARATION=27" V } j REQUIRED=12" G 570 1 1 1 r 1 1 570 INVERT IN 577.90 578.31 581.46 586.08 INVERT OUT 577.15. 578.07 .581.21 585.83 591.07 STATION 0+00 0+14.50 1+01.19 1+24.85 1+83.85 c RIM 581.27 584.00 591.00' 592.50' 596.90' 0+00 0+50 1+00 1+50 2+00 �31 STORM STRS. E THRU 69 %._. _ HORIZ: 1`40' VERT_- 1 '=8' 610 .f• 590 580 570 560 7+50 W J u 0 CL 2 z_ lijul U vi ,� > RFLI z Q z W W�.J� z0 fl nou C) oC Z J W Q .0 d o� Lu w co inn LQ C� z Q PROJECT NO. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO_ of I I w J m 600 600 - ( NOTE: ALL PIPES O1 I i CLASS III (o TC�'o o 59 o 590 Z0O z J CD 0 o o� is w a. NOTE: DISTANCE= FINISHED GRADE ate. TO C/L MH EXISTING GROUND !. Z w w 580 580 � I / 12:08LF 15" RCP. 3 @ } 21-27% 570 570 INVERT IN 575.63 O M INVERT OUT 574.87 577.82 STATION 0+00 0+12.08 RIM 579.93 583.66 0+00 0+50 (4" PROFILE STORM STRS. 4 TO 44 Q7 HORIZ- 1`40' W J u 0 CL 2 z_ lijul U vi ,� > RFLI z Q z W W�.J� z0 fl nou C) oC Z J W Q .0 d o� Lu w co inn LQ C� z Q PROJECT NO. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO_ of I I w J m ck: O. O1 I (o o � � Z0O z J CD 0 o is w a. Z r= ate. a 3 Z w w W o g � ry 3 N O M O M N M5 U V o v00 O !n i � Q ._ N I w }� o0 ou 13 �- vi ttS t° Z V G � I s c o m� U M (o E-d - rF:Tp °' L CO _c J 0- v E W W J u 0 CL 2 z_ lijul U vi ,� > RFLI z Q z W W�.J� z0 fl nou C) oC Z J W Q .0 d o� Lu w co inn LQ C� z Q PROJECT NO. 99068 DATE: Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO_ of I I KENNEDY GUARDIAN •HYDRANTMUELLER -•N (A-423) EQUIPPED WITH CHARLOTESVILJLE OR APPROVED EQUAL THREADS WHICH IS THE LOCAL STANDARD. TO • �nT 12 j :• 36- MIN- • • CONCRETE BA AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL TEE STEEL PILE 3/4" THREADED RODS TO MAIN IN ALL 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 18" VERTICAL DISTANCE. FIRE HYDRANT ASSEMBLY (NOT TO SCALE) 2" RAD / 6" 13' SLOPE / E b 9 + _T / n 7 A NOTE: CONCRETE TO BE CLASS A3 4 COMBINATION 6" CURB 8 & GUTTER DETAIL (VDOT CG -6) (NOT TO SCALE) i`4= 2" RAD 1/4":l' SLOPE— --._ 7 - ix - 9 ,. \ o + �-- 6 _- -- 24" NOTE: CONCRETE TO BE CLASS A3 COMBINATION 6" CURB & SPILL CURB (NOT TO SCALE) 4" VDOT #57 STONE BASE WELDED WIRE MESH (6 X 6) CONTINUOUS 4" VDOT CLASS A3 CONCRETE 4 8 R 4" ORIGINAL GRADE OR COMPACTED FILL $ CONCRETE SIDEWALK SECTION V(NOT TO SCALE) 1 . 12' SPU1T FACER CC TRASH ENCLOSURE PLAN PEDESTRIAN H-10 R4TE GR4TE ROUi)ED CONCR'ciE TLP �`- PRWJRE TREATED ��.� — T 1 ! t, PATtlIED pr�trEDBRGwN ` e VGATEFRAME ---- 2' TRICK SOLID CONCRETE MASONRY CAP �o•tux TOP AND WlTOk j f I I _ — - - �1 i SPLIT FACE BLOCK WALL TO MATCH BUILDING I � ifAt! E1iCtD5c)"rsE i • - . I � � } i j i I i �' " I _ ?i�SS11RETR�iED 6�5TEELFOL.E. 1 [ ; / i �ST� cItil Kol , i i , i � ; , ;1NDlCMkk'iDWARE PR mEsT FIFE 45 BARS SET IN BLOCK PAIR ED BRtR4N --� i ! . ' ; Ate E r oR a�Rta CAVMES. FILL Z! MORTAR. i r—t - ... _.'TO GATE Wn W.k+M - SPACE RS TOF',1aff( TE \ Ir__ _� I` { ' 112° PREMOLDE€1 DFANSION TOP OF Sus i —� ' JOINT FILLER sir al 5' THICK CONCRETE SLAB :i l — I I CONCRETE TD RECEflE • MMGATSTO E P 4' 0 ERCASE RPE YMI I �• • '..: - — — —_ _ LO%, ESM 1W s 2 ABWE MATE PIPE 6 SET PLACErVEE RMN _ — �— TOP OF SLAB mREE K WR watt F 2 TRASH ENCLOSURE GATE V COMPACTED SUBBASE 4" VDOT #21 Or 21A STONE BASE 6"x6" —W 2.9 x W 2.9 7 WELDED WIRE FABRIC 8" VDOT A-4 CONCRETE 7 "'--ORIGINAL GRADE OR COMPACTED FILL CONCRETE DUMPSTER SECTION (NOT TO SCALE) ��4T= Vi\IVIS �/\t_ ViV-\V L_ VI\ VVi.ii rlVi1..•V i !VL rSATYPICAL PAVEMENT SECTION 8 WHITEWOOD OFFICE PARK (NOT TO SCALE) \ R•1 nT ll n a w T=1 5" T=6' VI♦IU11 �rlL Vt\r\V {� 1//\ VVl.li /--iVI VV I TLV .. r9_ - TYPICAL PAVEMENT SECTION 8 WHITEWOOD ROAD (NOT TO SCALE) N 24' 0 DRAIN BASIN - w/ (2) ADAPTERS TO STRUCTURE D ('2 TRASH ENCLOSURE 8 SCALE: NOT TO SCALEy — 0 or' w� �Q 6' 0 IY�D�.I�L!' I LIQR 6' PVC V ao H =n c� a 41 Z =w W7 0 U � � _Z fSf r. co a B B C PLAN VIEW SECTION B -B m 9A 24" PEDESTRIAN DRAIN BASIN 8 SCALE NOT TO SCALE 3 TRASH ENCLOSURE SECTION STANDARD HOLL01W CONCRETE BLOCK BELOW GRADE, WITH HORIZONTAL JOINT REINFORCING AT REQUIRED. COMPACTED SUBGRADE CONCRETE FOOTING STIFF BRISTLE BROOM FINISH STD HANDICAP SIGN TO BE CENTERED ON PARKING SPACE (SEE LAYOUT PLAN FOR LOCATION) STD HANDICAP SIGN— ` AC AOE /,f G1TTFR CUORB CURB A 2 COATS OF-,—, WHITE TRAFFIC � PAINT PER MSHA SPECS HANDICAP n 1, r 7t 91-0" - S'—O" FOR STANDARD HANDICAP SPACE 8'-G" 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 FAILS, IT SHALL HAVE FLARED SIDES NOT EXCEEDING .A SLOPE OF 1.10. IF A CURB DAMP IS LOCATED WHERE PEDESTRIANS FILL NOT WALK ACROSS THE RAMP, THEN THE FLARED SIDES MAY NOT EXCEED A SLOPE OF 1:4. N OTE: ALL HANDICAP ACCESSIBLE PARKING STALLS SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL A.D.A. STANDARDS. 6 HANDICAP PARKING STALL LAYOUT NOT TO SCALE 10 TYPICAL THRUST BLOCK DETAIL 8 SCALE. NOT TO SCALE RESERVED PARKING H VAN 6» �---1 1 /2" POLE A. d CN .4 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. 3 ADA PARKING SIGN 8 R7 - 8 SIGN (NOT TO SCALE) YAR. SLOPES NOT ro EXCEED 12:1 :cR • . �.' :. �h • PI`,'' CONCRETE + .J 00 01 el LTlf� � "'M9 . n 0 ' 4 � PRO14DE DETECTABLE WARNING THE FULL WIDTH & DEPTH OF RAMP. WARNING SHALL BE ' EXPOSED WASHER RIVER STONE ' OR RAISED 7RUNC47ED DOMES • , COMPL PING WITH ADA REOUIREA•IENTS 11120 EXPANSION JOINT STANDARD CURB do GUTTER VARIES 5'-4' 6' 2'-0" 4 fz-" SLOPL- PROPOSED SIDEWALK tYHEFLGHA/R 4' MOT 157 RAMP STONE 845'E DEPRESSED CURB 7 ADA SIDEWALK RAMP (NOT TO .SCALE) 00 r - � o W N (V Q � 0 0 V Z V) a O V 00 r� V) Z W Q U in O w W< U � o W N (V Q � 0 0 V 00 r� V) C CN �- in W< cy) > 0) .--e = O ,- :�_+ 0 Lt7 L5 V) 0 9C ii z O V cV G t- 1 � o �cy) --1 .5 .� m p E °u 0 L, E � m -c J 11 J W 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 AT 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. +B 1' OVERFLOW 67 CU. YD./ACRE (DRY) ^°y�o,r, +A L �o f 67 CU. YD./ACRE (WET) EXCAVATED ILTER CLOikI U') COARSE � AGGREGATE CLASS I `�'�' �. •. �;\ x I #3, #357, OR #5 RIPRAP ; % , r 2Y, 4- WOOD STUD (100X50 T/MBER STUD !NLET-TEMPORARY SEDIMENT TRAPS CONCRETE BL OCK Source: Va. DSWC, 111-288, TABLE 3.31-C I CATCH BASIN STR. NO. SEEDING RATE 1 ! NORTH ° SOUTH° � I IL VOL. PROVD. IOUTLET LENGTH; PLANT 1.35 134/Ac 180.90 2 35 701 181.48 C. Y. 8.5' SPECIES 581.93' High -Maintenance 3 1 / S/1 8/15 2/l5 I 5/1 9/1 CHARACTERISTICS 1.13 Acre 1000 ft2 I to to , to to to to 20 lbs. 14/30 150 lbs. Low -Maintenance 8/15 11/1 4/30 9/1 11/15 I I � 0 I OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (Avera saliva) not less than 50 lbs.) E I I (e.g., Noble). l RYE 2 bu. (up to 110 lbs., 2.5 abs. X , - X X - X I i Use for late fail seedings, (Secale cereal*) not less Than 50 lbs.) winter cover. Tolerates cold and low moisture. MILLET 50 ibs. ! approx. ! - X - I - X _ Warm -season annual. Dies IMERMAN 1 lbs f at first frost. May be added (Setaria itarroa) I , to summer mixes. ANNUAL RYEGRASS ° 160 lbs' 1.5 lbs. X - X X - X May be added in mixes. 'ill I I mow out of most stands. (lotium multi-fiorum) I I WEEPING LOVEGRASS 15 lbs. 5.5 ozs. 1 - X - I - X - Warm -season perennial. May bunch. Tolerates hot, dry III (Er rostis curvula) i a9 I slopes and acid, infertile soils. I I May be added to mixes. KOREAN LESPEDEZAc I25 lbs. � a approx. pp X X - I X X I - Warm season annual legume. 1.5 lbs. I Tolerates acid soils. May be (Lespedeza stipulacea) I added to mixes. ° Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. C May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. x May be planted between these dates. - May not be planted between these dates. Source: Va. DSWC, 111-288, TABLE 3.31-C I CATCH BASIN STR. NO. CONTRIB. D.A. (Ac.) VOL. REQ. VOL. REQ. (CY)44 d W IL VOL. PROVD. IOUTLET LENGTH; Residential 1.35 134/Ac 180.90 2 35 701 181.48 C. Y. 8.5' (TS 1) 581.93' High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 1007. General Slope (3:1 or lessi 1.13 134/Ac.1 151.42 3 26 54 156 G.Y. 7.0' TS�2) 20 lbs. .� 150 lbs. Low -Maintenance Slope (Steeper than 3:1) C �� ELEVATIONS STRUCTURE "A" "B" "C" "E„ g 584.50 587.0 583.0 583.10 1 RIP -RAP 20 lbs. - Commercial or Residential 175-200 lbs. OUTFALL 31 or Turf -Type Tail Fescue 95-100% - Improved 44 583.66' 584.83' 581.83' 581.93' 1. INSTALL STORMDRAIN SYSTEM 2. EXCAVATE TEMP. SED. TRAPS 3. PERFORM GRADING 4. AFTER OBTAINING GRADES, INITIATE STABILIZATION 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: 3.13 9 SCALE: NOT TO SCALE ST - Kentucky 31 Fescue 108 lbs. Total Lbs. 2 lbs. - Seasonal Nurse Crop* Per Acre Minimum Care Lawn 20 lbs. - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tail Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 1007. General Slope (3:1 or lessi - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. .� 150 lbs. Low -Maintenance Slope (Steeper than 3:1) C - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop* 20 lbs, - Crownvetch** 20 lbs. 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 iespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. Source: Va. DSWC, 111 - 303, TABLE 3.32-D 6 SITE SPECIFIC SEEDING MIMRES 9 )FOR PIEDMONT AREA TEMPORARY SEEDING PLAIN MATERIALS SEEDING RATES, AND DATES ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3" SM -2A ASPHALT TOP COURSE 2%- -2% A.l, DIVERSION DITCH--- SIDE ELEVATION EXISTING GROUND -7 70' MIN. ASPHALT PAVED WASHRACK 2% -EXISTING PAVEMENT 6" 21A AGGREGATE BASE EX. CURB OR EDGE OF PAV'T 12' MIN. I \ -2% EXISTING 2% ___.. i PAVEMENT POSITIVE DRAINAGE DIVERSION DITCH TO SEDIMENT MINIMUM WIDTH AT TRAPPING DEVICE DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 12' MIN. 2% --«- SECTION A -A SET 1 1/2" WATER HYDRANT WITH FROST PROOF HYDRANT 3' ABOVE GRADE AND 4' OFF EDGE OF PAVEMENT. NOTE: A MINIMUM WATER TRAP OF I" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" 5PAVED TEMP COAST ENTR 9 SCALE N.T.S. ObROADCON'TRUCI 'TABI L(7 A I ON CRS a ////\//\ " 6 AGG. BASF 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. CONSTRUCTION ROAD STABILIZ477ON SCALE: NOT TO SCALE FOR 'I LT TRAP ONLY BACK OF SIDEYALK I"" A r'd Tr4 Rd 47/Al BACK OF CURB W/RE SCREEN OR FIL TER FABRIC 314- 0 DRAIN GRAVEL' (20rnm) WIRE SCREEN OR f7L TER FABRIC 2X4 WOOD STUD CONCRETE SL OCK CURB INLET A \\ CONCRETE BLOCK PLAN VIEW PONDING HEIGHT OVERFLOW CONCRETE BLOCK `2X4 WOOD STUD " (100X50 TIMBER STUD) NO TES. 1. USE BL OCK AND GRA VEL TYPE SEDIMENT BARRIER WHEN CURB INLET lS LOCATED /N GENTLY SLOPING STREET SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPAR,4 7E FROM RUNOFF. cj 2. BARRIER SHALL ALLOW FOR OVERFLOGY M FROM SEVERE STORM EVENT. 0 J. 11VSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM • EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WA Y IMMEDIATEL Y. FILE: BLCKCURB ..,\; .'�,`ti•,. \ \ rte-:. , ., �., �, `�" � c� cma. � � oo`TRACKING' WITH VACHINERY UP s'o1. .:. =1• .vim+ �' a� �rL. AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED,�� RAINFALL AND REDUCE RUNOFF. TRACKING 8 SURFACE ROUGHENING DETAIL S 9 SCALE: NONE CURB INLET CATCH BASIN SECTION A - A r 1 CURB INLET SEDIMENT BARRIER j (BLOCK & GRAVEL) 121 CURB INLET SEDIMENT BARRIER 9 SCALE. NOT TO SCALE VERSA -LOC UNIT PLAN VIEW 14" REAR N 16" TFRONT 16" PROFILE " TOOLED EDGES LAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. 2) -Opp > O" CIA FACE OF CURB REINFORCEMENT AS REQUIRED Lil NOTE: Z WHEN POLE IS 3'-0" 0 OR GREATER FROM CURB 0 TOP OF POLE FOOTING w FLUSH WITH GRADE. -1 I A I 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 �IIOII�lI►� -. NONSHRINK LOAD BEARING GROUT d 1-8" CLEAR ANCHOR BOLTS FURNISHED FINISHED WITH LIGHT POLE. BOLT SIZE GRADE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. =III=III "`-- CONCRETE POLE FOUNDATION 4 GALVANIZED RIGID STEEL CONDUIT 2'-6" TO ELECTRICAL PANEL. LONG RADIUS CONDUIT SWEEP 'LIGHT POLE FOUNDATION DET/ -\IL. J� NOT TO SCALE 3 LIGHT POLE FouNDA-noN DETAIL ADHERE CAP UNIT TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK MODULAR CONCRETE FACING UNITS i r 0 Od SCALE., NOT TO SCALE IMPERVIOUS FILL MIN. 12" THICK DRAINAGE FILL �� 12" THICK MIN. 1- ~ I I_ RETAINED BACKFILL GEOSYNTHETIC (- ( REINFORCEMENT APPROX. EXCAVATION .7'L TE.NSAR REINFORCED BACKFILL UX 15010 STRUCTURAL 95% STANDARD PROCTOR DENSITY 8.71 TENSAR UX1500 DRAIN TILE 4" DIA. OUTLET @ END OF WALL OR @ 40' CENTERS MIN. SLOPE TO DRAIN (1 /8"/FT.) W/FILTER FABRIC LEIEI.JNG PAD C" MIN. SANDS/ GRAVEL. REQUIRED SOIL BEARI'AG CAPACITY 3,000 PSI, VERIF i IN FIELD. NOTE: ALL BLOC: TO BE SANDSTONE COLOR. SUBIV T SHOP DWGS FOR APPROVAL PRIOR TO INSTALLATION VERSA-LOK RETAINING SING WALL DETAIL GRAVEL FILTER*-- 12 RUNOFF WATE WIRE MESH ` FIL TERED WATER 44 SEDIMENT CONCRETE GUTTER 12 CURB INLET * GRAVEL SHALL BE VDOT #3, #357, OR 5 COURSE AGGREGATE. 10 CURB INLET PROTECTION DETAIL !P SCALE- NONE SCALE. • NOT TO SCALE a?_.. i a i s 1 , ,� w w Y •w �� a w a a a i � 5 w a w w w w a w• a a .• .�}, � J i w a w •Y i Y i i w a a' �'`1.� '`t�.C/jry}t'/��' y i f w Y v W •Y Y +• a Y Y a '^/' ♦ i v a a Y Y w Y Y Y Y �,• Y Y W w w i a i a s � a i + ♦ a a a a a i a w w a a a i 9 ,� SCALE. NOT TO SCALE POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES) CONVENTIONAL METAL (T) OR (U) POSTS zzI N o a z 0 d u vi Q 0 U 0 z/t z V)Uj � w _ ` :2 o o u Lli Cj > 0 CD w a "I_ o Q .� i M> Z C zzI N DATE. Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. •to z/t 0) %A Cj > 0 CD 0 U-) .� i x i- Z C �� U I I � 0 �� m CD E ° Ln m E ma_ DATE. Jan. 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO. NOTE: ALL BUILDING LIGHTS WILL BE LESS THAN 3,000 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(1/2) FOOT CANDLE. Ift— Ir. PROJECT NO. 99068 DATE: Jan 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO_ of W 0 U oV)F- M6 W � = W U p U W Z U W> Z ?u Y Q W 0. Q Qa. Z w 3 Z 0 a o— f- Q O Ja. o ! 0 3�3 a = c c� f- J 0J i 0 Q ►- W W c� W c� W J 0 W it a r Ift— Ir. PROJECT NO. 99068 DATE: Jan 19, 2000 DESIGN BY: JWM DRAWN BY: TMH APPROVED: JWM SCALE: AS SHOWN SHEET NO_ of