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HomeMy WebLinkAboutSDP200600053 Plan - Approved Minor Amendment 2007-03-01J SITE 2 SITE lhiPROVErAENTS LAYO T P U LtA N 2 y� a � � n > FOR F P� BB&h,T C H ARLO TT ESV I LLE ____ Fk RIVANNA MAGISTERIAL DISTRICT, ALBERMARLE COUNTY, A {'�►t,=i`i't'1' O AIAJLii'1ARt,,Ea, Dcp� olmro orp'I'mning,'k f:v+n0kUAltr 0c'4s,'lQPrrrcrrt 41)l ;I trr�irc t wd, 'tools) it 3 rhxrta:esS�,lfc, V�r��,ria1?�o2.45gt, fra.i €.9011117 1 - 4012 J. 4 26. 2001 Keith bourne 2111 BurNwar Drive. { haflti:tesville, V 22901 RE, "'p-nol-014 8R� f (Paritops) - Tex cap 18, Pierce! 61 Dear f�1r. 00-uarle, I tra X`ti.marlra Crtt:nt:y i3oard of Supurvi*ort, at .to mQutirig an 'trey t �, 20p1, umnirno:t7iy :proved the al'aclvs�.noted regf!e:�t: Pleaso note thfaa thin arip,ovat is Sua�r<►ct tr,1 Vic 101l viflg co rlrlrtiol t" 1 The pa,miteu ,`fall continue to provide the cinraicstructed bypass laixo3 in order to allow the iartc Uslsi.�st0d passarlu of vohi ie-3 around the dri'r-thororugh lanots. Ir, 1he e�yunt that tho use. `21il e:turu or aChliq for wb,ch this ,�asi�i�i'.' use per. A is iss iu°.r ;ii lit €'ot be carnrnewwd .,=thirt eighteen (1 a� rrtalr�tha after the ;,t;anrr: ufi Burh pHrrrilt. titer ydmu sTissll +�t: doorned biwdoned stied the aut4ority graned. Joerr;under shall tr<oreupron ter`ninatq. For p,,jrflo5w.,, of tTllti se�:t#on, V1 (arrri "cvr arriert:rrar " shall bo cw5trued Jo include the corr;rrieriGerr;Bnt of construct±an Of any struc:turf tiecesaury to tha usa of wrhr perivit ` ilithin M-0 (2) years from the date of the issuariru tt~ereof 'nrtii ii is tnereafter corstpl€lted withis one (I) year Before bogiittrting 0w; use, you rry,°,tst obtain a 7,Qnari(1 s;litr}rancu from Oici Zoning Q+i~+partmon(. E3efUre tho 2ur•ing Department wail �s-sue a ^Ieara('CO, yoir must oUrri)iiy'r ith tho conditia€t + in this fetter, For f:llttiet iWormation., plea.ac; call tan 5Grnklo at 236-5d75. if yav should hwe any questions r r oornrnc ots regarding tyre above-rmlu�f ; cC600, ,please do riot husilaw to cootact rile: inr e I'I. 10 Ij U 6-b, l V, ` ittyne Ciji .berg Udec:ior of Planning & err tit my Velopmont :nl'dCtef Cc Ar or, -a McCulley Mack Kel3oly Tex Va eaver Str.:�> e Allsrtouso Bob 8,11. VOOT JAirny aar-jou-r:soll THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. - - - - - - - - - - - - - - - - - -- -- ------ -- -- ExisTilvG ---- C. RTE. 1117 (100, R ->- . _.___-._.�:_...-. .... _.._- .... ___ - -: _ _ ._._.-.. 00 1 P F IRON PIN FOUND _.-.. ....._..__._,..._..., WELL 6151. ELECTRIC POLE { CRASS MEDIAN -j GU IRE TELEPHONE POLE TELEPHONE PEDESTAL co CLEANOUT ® WATER METER wv WATER VALVE ❑ CURB DROP INLET 0 STORM MANHOLE Os SANITARY MANHOLE yyo FIRE HYDRANT LIGHT POLE INDEX OF SHEETS �fT- EDGE OF PAVEMENT EDGE OF GRAVEL ss;, EDGE OF CONCRETE - - CREEK c GAS VALVE 1. COVER SHEET BENCHMARK -II- SIGN 2. EXISTING CONDITIONS AND DEMOLITION SHEET GUARDRAIL EDGE OF WOODS 3. SITE LAYOUT AND LANDSCAPE SHEET -0H E-OVERHEAD ELECTRIC -0H T-OVERHEAD TELEPHONE 4. EROSION AND SEDIMENT CONTROL SHEET -OH CTv-OVERHEAD CABLE TV -UGCTv-UG CABLE TELEVISION _UG E-UG ELECTRIC LINE 5. DRAINAGE AND GRADING SHEET -UG Fo-UG FIBER OPTIC LINE -uG G-UG GAS LINE 6. SITE DETAIL SHEET -UG T-UG TELEPHONE LINE _=====STORM SEWER LINE 7. EROSION AND SEDIMENT CONTROL DETAIL SHEET -SS-CAN• w SEWER LINE - - WATER LINE -800-EXISTING 10' CONTOUR --798--EXISTING 2' CONTOUR 0 TREE LIGHT POLE VIRGINIAVICINITY MAP (NOT TO SCALE) GENERAL NOTES 1. TAX MAP NUMBER: 78-61 2. OWNER: ONE VALLEY BANK -CENTRAL VIRGINIA OWNER ADDRESS: ONE VALLEY BANK -CENTRAL VIRGINIA CIO BB&T P 0 BOX 1290 150 S STRA TFORD RD STE 400 (27104) WINSTON SALEM NC 271021290 CONTACT PERSON: KEN THOMA S TELEPHONE NUMBER: 804-787-1423 J. PROPOSED USE: BRANCH BANK WITH DRIVE THROUGH HOURS OF OPERA TION: M-F 9: 00- 6: 00, SA TURDA Y 8: 00-12: 00 4. SITE ZONED: PDMC (PLANNED DEVELOPMENT MIXED COMMERCIAL) AND EC (ENTRANCE CORRIDOR OVERLAY DISTRICT) SETBACKS: FRONT• 3OFT. SIDE: 15FT REAR: 15FT 5. TOTAL AREA: 0.99 ACRES PROPOSED AREA: 0.99 ACRES; DISTURBED AREA: 0.25 ACRES. VSMP PERMIT WILL NOT BE REQUIRED. 6. ADDRESS: 1652 STATE FARM BOULEVARD. 7. SI TE IS CURREN TL Y SER VED B Y PUBLIC SANI TAR Y SEWER AND WA TER. 8. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS AND BONDS AS DEEMED NECESSARY BY ALL AUTHORITIES HAVING JURISDICTION. 9. NO SITE WORK, GRUBBING, LOGGING OR GRADING IS PERMITTED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT ISSUED BY THE ALBEMARLE COUNTY'S INSPECTIONS OFFICE. 10. ALL EXTERIOR LIGHTING SHALL BE DIRECTIONAL AND GLARE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. 11. ALL SANITARY SEWER AND WATER LINE' WORK TO BE PER LATEST ALBEMARLE COUNTY DESIGN AND CONSTRUCTION STANDARDS (LATEST EDITION) & VIRGINIA DEPARTMENT OF HEALTH STANDARDS AND SPECIFICATIONS. 12. ALL WORK WITHIN RIGHT OF WAY IS TO BE PER LATEST VDOT STANDARDS AND SPECIFI CA TIONS. 13. LOT AREA: 0.99 ACRES EXISTING IMPERVIOUS AREA: 33,828SF. PROPOSED IMPERVIOUS AREA: 33,1195. rr 14. CONTRACTOR TO N077FY ALBEMARLE COUNTY PLANNING DIRECTOR /N WRITING 48 HOURS PRIOR TO BEG!r NING �Y WORK ON SITE ALBEMARLE COUNTY ENC1N`:EF"rv1=C_ENERAL CONSTRUCTION NOTES FOR SITE PLANS: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FOR THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 3. EROSION AND SIL TA TION 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 (HORTIZONAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3. 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBERMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS) f DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZED 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 PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS Ill. 8. ALL EXCA VA TION FOR UNOERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PROPOSED -0 WATER METER FIRE HYDRANT �m STORM DROP INLET � STORM SEWER LINE -W-- WATER LINE INLET PROTECTION -x-x- SILT FENCE Boo- PROPOSED 10' CONTOUR. 7s8- PROPOSED 2' CONTOUR TO BE REMOVED �U&iil§ Reviewed and Approved by the Community Development Depar bnelit ]Date: r-c ���� `�•� 7 IgBAtll PROPOSED ASPHALT PA VEM-I=NT EXISTING ASPHALT PAVEMENT FOR COUNTY REVIEW AND APPROVA CURB AND GUTTER (CG-6 AND 24" CURB AND GUTTER) VIRGINIA CERTIFIED RESPONSIBLE LAND DISTURBER REVERSE CURB AND CUTTER C W i.. Lu ., oo� z o0 2: csQ u a o> o rn z =Do,t,0 t7 z �: t� o z 0 C-4 W V N 00 CO Z N z O M� N Lin J 00 � � s-r fly � �" f M} Z Fm ,ca5:• �r Ca! � Z � �, + G, F �� t2.., � r_ Ci Z Q •� V PROJECT NO. 20050880 G.L. NO. 176-04-B4.6 FILE NO. MS-11142 DATE: 11/30/05 DRAWN BY: DLC CHECKED BY: MDM MICHAaL 1017 MORO II F No. 041247 l 02/21 /07 NA - I l NA U A x�'S 1�a' �IONAL • SIGN .� PHONE # COMPANY ADDRESS 30 15 0 30 60 HURTt- GRAPHIC SCALE IN FEET` PLAN REVISIONS ' PR0FFITT DA TE DESCRIPTION OF REVISION SHEETS 1 08121106 PER COUNTY COMMENTS ALL 2 10104106 PER COUNTY COMMENTS 2-3 3 01111107 PER VDOT COMMENTS ALL 4 02106107. PER COUNTY VDOT COMMENTS ALL 51021211071PER COUNTY VDOT COMMENTS 5,6 SHEET NO. 1 OF 7 \ II ' II ' �II I ' II II I SIDLAND, LLC TM# 78-75B D.B. 2947, PG. I I , 00 II \ -u I I MANHOLE FOR ,UNKNOWN UTILITY TOP ELEV.=529.05 BOTTOM=523.6 Sox SAWCUT LINE 1 1 >r x 7n \ \ l z 15T`�p r n U) 1 m V) 1 ' 1 ' 1 ' 1 I , 1 , , L SIDLAND, LLC TM# 78-75B D.B. 2947, PG. 456 cn 1 � 1 , SA CUT LlN ; 10 ME EXISTING CURB TO BE REMO VED \s�� S GUTTER, AND \� ;` �, 92g A� ASPHALT i' c TO BE REMO VED f I-Q--, ' O C, < LOT 1 ' �o* � 1.000 ACRES TM# 78-61 60' ROW �''A�� I / ONE VALLEY BANK - CENTRAL VIRGINIA C/O BB&T BANK PO II DS Q IIII % -D 1 00 %0 o �]Fij, O cc . I�5�/ I TM# 78-61 D.B. 1676, PG. 42 (CIRCUIT COURT CLERKS OFFICE OF U) U) EXISTING CURB AND GUTTER TO , BE REMOVED , 1 1 I 1 EXISTING CURB TO BE REMO VED r� S T O ,3 x � II' 6',pJFF7i � � _ - - _ - � �- - - - - ALBEMARLE COUNTY, VIRGINIA) m I I;I o ZONED: PDMC s�� y �c' o v r I �, i' EXISTING SHRUBS W•" Q o .II �z oL ------ �TO BE RELOCATED o 2 I i I I 30' �' 9�,� �F�AFo x Ss,�x �i EXISTING TREE TO REMAIN o1 U II y �y o0�zc V) = I I I �G— — — — — — — — — — — — `I. p� m .70 0 — Jr- 0 o EXISTING CURB, I Sso� s�os I `�' co o z _u coTA GUTTER, AND _ { 'FA L '6 cn v J z ASPHALT I �.� , , cn o N TO BE REMOVE - - ` N 16:5' W . __ _ _ 2 _ _ D c 00 15.5, o VV I z 15" CPP - ' / o� w w / x (TBR z 0 o 1 STY. BRICK BLDG. w Z A OD ' N F.F. ELEV.=53�0.87 a TBc W, sDZ,! 3,476 S. F. o q ' S z cn 15.5'_. N o 1.5.5' v� \ \ - - 0 42.9' �3, SEE NOTE 8 sx o \1 N \ TI 1? ' \ o' D O l; SA WCU T LINE � _ ' 11 9 EXISTING CURB AND x EXISTING BB&\T PYLON s CONCRETE SIDEWALK SIGN SHALL RffAIN s°sI x TO BE REMOVED \ p 30' BLDG. LINE D.B. 681, PG. 554 \ \ I 9> EXISTING CURB TO ss, TB R 6 �e STA TE FARM ROAD �� 9 _ _ o 2 J> (A N 0 12" PVC 11 ;S- SS ' " SS SS T SS S SS (TBR) /10/\ oho (TBR) (TBR \ c SA WC T LINE — _ O M---- W 550' \ W 1 I W - - Wv W W w APPROX. LOCATION OF 8" WL:.� SAWCUT LINE PER PUBLIC WORKS DEPT. GRAVEL TURN LANE SAWCUT LINE �= EXISTING SHRUBS TO BE REMO VED TO BE RELOCATED TO BE RELOCATED — � � REFER TO SHEE T 3 OF 7 — �19� i Q, Sao _G1JOi r+-rA Tr- r—A M\, M/",I II r—\/A Mr-, •6 RTE. 1117 (100' R/W) of O GRASS MEDIAN THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURI AND LOCATION OF THE WORK. EXITING FIRE HY TO BE RELOCA T� >- ASS ;C,� oy 1 l — W, W wv J Sao\ SAWCUT LINE ,ss O — EXISTING CURB TO BE REMO VED T EXISTING SANITARY SEWER EXISTING CONDITIONS AND DEMOLITION NOTES. STRUCTURE SCHEDULE A; SANITARY SEWER MANHOLE 1. THIS DRAWING WAS PREPARED FROM ACTUAL FIELD SURVEY PERFORMED BY HURT & PROFFITT,, INC. "TOPOGRAPHIC TOP ELEV.=536.76 ENTITLED SURVEY OF LOT 1, PANTOPS" DATED NOV. 11, 2005. _ INV.OUT=528.6 2. THIS DRAWINGS HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT; B) SANITARY SEWER MANHOLE THEREFORE, NECESSARY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. TOP ELEV.=530.69 INV.IN 'A'=525.0 J. EXCESS UNSUITABLE MATERIAL AND OTHER CONSTRUCTION DEBRIS SHALL BE HAULED OFF SITE AND INV.IN 'B'=525.0 LEGALLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. INV.OUT=524.9 -\ C) SANITARY SEWER MANHOLE 4. NO LAND DISTURBANCE ACTIVITY SHALL OCCUR PRIOR TO CONTRACTOR OBTAINING A LAND DISTURBANCE PERMIT. TOP ELEV.=531.18 INV.IN 'A'=516.1 5. CONTRACTOR SHALL SUPPLY ALBEMARLE COUNTY WITH THE NAME AND CERTIFICATION NUMBER OF INV.IN ' B' = 515.2 _ THE RESPONSIBLE LAND DISTURBER. INV.OUT=515.1 D) SANITARY SEWER MANHOLE 6. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE UTILITY COMPANIES PRIOR TO COMMENCING WORK Q" TOP ELEV.=526.82 INV.IN= 7CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING STREET LIGHTS, STREET TREES, 513 INV.OUT=513.8 SANITARY SEWER LINES, WATER LINES AND WALLS. 8. EXISTING ASPHALT AND CURB ARE TO REMOVED. CONTRACTOR SHALL MAKE ALL SAWCUT LINES WITH EXISTING STORM SEWER CLEAN EDGES. STRUCTURE SCHEDULE 9. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT LOCATED WITHIN FLOOD STORM MANHOLE HAZARD ZONE 'A' FOR A 100 YEAR FLOOD ZONE AS DETERMINED BY THE FEDERAL EMERGENCY TOP ELEV.=526.00 MANAGEMENT AGENCY AS SHOWN ON COMMUNITY- PANEL MAP J5100JCO289D INV.OUT=520.7 DATED FEBRUARY 4, 22005. `2� GRATE TOP DROP INLET TOP ELEV.=524.5 10. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY BEEN TIED DOWN IN I N V. .320.2 THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL INFORMATION PURPOSES ONLY. NO BOUNDARY INV.O UT U T=5 SUR VEY HA S BEEN PERFORMED A T THIS TIME. C`3 DROP INLET 11. THE UTILITIES SHOWN HEREON ARE PLOTTED PER VISIBLE EVIDENCE /N THE FIELD. UNDERGROUND TOP ELEV.=525.00 UTILITIES HAIVE NOT BEEN MARKED IN THE FIELD AT THIS TIME. INV.IN 'A'=519.4 INV.IN 'B'=520.4 12. THE SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES SHOWN INV.IN 'C'=520.6 HEREON OR ,ANY UTILITIES WITHIN THE PROJECT AREA THAT MAY NOT BE SHOWN HEREON. INV.OUT=519.3 THE OWNERICONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MISS UTILITY I 4 i DROP INLET AT 1-800-5..22-7001 REQUEST A 48 HOUR EXCAVATION TICKET BEFORE STARTING OF `-� TOP ELEV.=534.25 EXCAVATION1/GROUND DISTURBANCE OF ANY KIND. INV.IN=529.2 LEGEND INV.OUT=529.1 o BOUNDARY CORNER a ELECTRIC POLE DROP INLET -3 GUY WIRE TOP ELEV.=534.14 TELEPHONE PEDESTAL INV.IN=529.5 co CLEANOUT INV.OUT=529.4 @ WATER METER 6 GRATE TOP DROP INLET N WATER VALVE TOP ELEV.=522.35 Qs SANITARY MANHOLE INV.OUT=520.1 FIRE HYDRANT `7� GRATE TOP DROP INLET � LIGHT POLE * TOP ELEV.=520.32 -77- EDGE OF PAVEMENT INV.IN 15"=517.0 EDGE OF GRAVEL INV.IN 21 "=516.6 :z, ;- EDGE OF CONCRETE INV.OUT=516.4 - - CREEK c°v GAS VALVE ,� GAS MARKER BENCHMARK GUARDRAIL ^ram^ EDGE OF WOODS -x-x-METAL FENCE -OH E-OVERHEAD ELECTRIC -SS —UG SAN. SEWER LINE 0 3" BRADFORD PEAR UNLESS NOTED OTHER (TBR) TO BE REMO VED TP "� TREE PRESEVA TION AND PROTECTION PROP. SA WCU T LINE ■ESSINE■ PAVEMENT SAWCUT LINE "I I AIM 11 IkEd,LIMITS OF CLEARING/ CONSTRUCTION SS Ste/ SS SS SS SS - SS SS / SS- I I� o �0 N Lij \ X I I� \----I-I-- GRASS MEDIAN 11� 16 11� 11 11 11 11� 11 11 11 20 10 0 20 40 caeouir crni c- inl cr7cr 1 08,121106 PER COUNTY COMMENTS 2 10104106 PER COUNTY COMMENTS 3 01/11/0 7 PER VDOT COMMENTS 4 02 06 07 PER COUNTY VDOT COMMENTS 0 z Z o z a � z o W I— p W �...a Qc a, � O W _jz Q N W ---� — x z O zQo�Qu- ui z = ON o,r­o 3 OO z= r"o 00 00 M Z N z O 4 4 N J 00 � -4' W Q :s i Z v ) Z � 0 L Z O 0 > w V) W LLJ Lij zoe0 0 c z O � a a Z w 0 Z Z Z V1I ui PROJECT NO. 20050880 G.L. NO. 176-04-B4.6 FILE NO. MS-11142 DATE: 05/16/06 DRAWN BY: DLC CHECKED BY: MDM r TH OF� �, MlOiAEL G , [f No. 041247 0 02/21/07 'WssIONAL U RT r( 0RkN'tPR0FFITT SHEET NO. 20F7 -r� rt i �; Z ry } c 0 `� « 0 _ r— r cD Ij n � > U C) _r_ z C) r "�7 u co I @ X 0, i� X 0 v a 1 1 F SIDL.AND, L1__C rM# 78- 75B D.B. 2947, PG456 x 1 _0. 1 FAI 41 ,.-r ._. __ _.__.___._ ___ r __ I __ _ _.._ ___.._— ,: __._ _PROPOSED,PROPOSED-- r — — -- �t --- - av TOq YNAPPROX. RELOCATED w �- --- L AP "ROX. LOCATION 8" v'd(_ TELEPHONE PEDESTA PER PUBLIC WORKS DEP-r. '�—�;---- REL 0CA TED WATER METER _A _ _ AND BACKFL0W — 218.54'f LF PREVENTOR 1 TO INTERSECTION OF STATE FARM BOUL VA' iD _ AND HICKMAN ROAD `,- ATE FARM BUJUE- VARD RTE. 1117 (100' R/W) 0 C caD GRASS MEDIAN N a-+ 0 co co 0 0 0 N U U 0 0 u THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE 1-1 LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE UE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY "tD COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY i DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE o OF THE CONTRACTOR. 0 N 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. S.D. 215'f 2� 35'f I t 36.62' .. . - vi S D. 465'f 415'f I (j) 01) �P ti �o � e (A ,P MA T$W EXISTING GRADE U) I* - rl 0 U) 0 0 x 'y ) , x 1 12.0 `N TO- F. C. FAI 1140-1jC) 0 zC: I• p M OCn00f _u -� U Co �) G7 rn r 0 G� J A', RELOCATED FIRE HYDRANT ASSEMBLY SS ---�k SS SS GENERAL NO TES.• 1. STANDARD 24" CURB & GUTTER TO BE USED ONSI TE WHERE NOTED. VDOT STANDARD CG-6 WILL BE USED ON ALL ENTRANCES. z 2. CONTRACTOR SHALL LAY PROPOSED PAVEMENT TO PROPOSED z a GRADE. CONTRACTOR SHALL OVERLAY EXISTING PAVEMENT WITH Z A4ASPHALT PAVEMENT TO MATCH PROPOSED PAVEMENT GRADE. °- J. ALL DIMENSIONS ARE TO FACE OF CURB WHERE APPLICABLE. z G ASPHALT PAVEMENT NOTES. W w 2870 YD 2 ASPHALT OVERLAY I-- o w a r-1 ce o O 33 YD 2 PROPOSED ASPHALT PAVEMENT �.�I w Ur, Z z O z N O Q � * :* u- A APARKING CALCULA TIONS. Fe L:. a O o rn� PROPOSED PARKING SPACES. z LL' �D � � r- 0 1 SPA CEPER 150S.F. W �O <mr 5 DRIVE IN AISLE X 25 S. F. = 125 S. F. - u N 00 °o Z N Z O � �t 3,476 S.F- 125 S.F. = 3, 354 S.F./ 150 S.F. = 22. 3 (23 SPACES) � __ O m m N J 00 �' �' REQUIRED SPACES: 23 PARKING SPACES EXISTING PARKING. 24 PARKING SPACES «' r PROPOSED PARKING: 25 SPACES TOTAL INCLUDING 2 HANDICAP SPACES �. 000 LANDSCAPE TABLEuj �C z SYMBOL BOTANICAL NAME COMMON NAME TYPE SIZE SPACING QUAN. REMARKS TREE AR Acer rubrum 'October Glory' October Glory red maple; LDT 1.75-2" cal. 40' o.c. 12 canopy= 794 S.F. QS Quercus shumardii Shumard Oak LDT 1.75-2" cal. As indicated 1 canopy= 165 S.F. > CF Cornus Florida White Dogwood OT 6-T ht. As indicated 6 canopy= 83 S.F. SHRUB W AG Abelia grandiflora' Ed. Goucher Glossy abelia BLE 15-18" 5' o.c. 12 canopy= 14 S.F. Z SB Spiea bumalda 'Neon Flash' Neon Flash spirea DS 15-18" 4' o.c. 18 canopy= 7 S.F. O LDT= LARGE DECIDUOUS TREE V OT= ORNAMENTAL TREE Ltd BLE= BROADLEAF EVERGREEN SHRUB 'J DS= DECIDUOUS SHRUB V Q LANDSCAPE CALCULATIONS: Z uj STREET TREE LANDSCAPING: uj REQUIRED: 1 LARGE TREE PER 50 L.F. STREET FRONTAGE = 210' ON ABEEY RD. = 4 TREES; 100 L.F. ON HICKMAN RD. =2 TREES. ca PROVIDED: 4 LARGE STREET TREES ON ABBEY ROAD, 2 LARGE TREES AND 1 ORNAMENTAL TREE ON HICKMAN ROAD. MA ® j PARKING LOT LANDSCAPING: 0 H INTERIOR LANDSCAPING: 1 LARGE TREE PER 5 SPACES/ 5% =SIX NEW PARKING SPACES = 1 TREE REQUIRED. 1 TREE PROVIDED. LL. PARKING SCREENING: LOW STREET SHRUBS REQUIRED AT SO.C. TO SCREEN PARKING FROM PUBLIC STREETS. 18 SHRUBS @5' O.C. PROVIDED. v! SCREENING: NOT REQUIRED. TREE CANOPY: REQUIRED TREE CANOPY = 10% OF DEVELOPED SITE = 33,960 S.F. x 10% = 3396 S.F. TREE CANOPY REQUIRED. 3518 S.F. TREE CANOPY PROVIDED. Q NOTE: THIS SITE IS CURRENTLY DEVELOPED. THE ABOVE LANDSCAPE CALCULATIONS ARE BASED ON REQUIREMENTS GENERATED BY THE a W PROPOSED PARKING, DRIVE LANE AND ENTRANCE MODIFICATIONS; NOT ON THE ENTIRE SITE. }� >- L, e J � a / W Q "' Z > w —r- W --- --- �a Hiv CONTRACTOR SHALL MATCH EXISTING ASPHALT PAVEMENT ELEVATIONS — — WHERE NEW ASPHALT MEETS EXISTING ASPHALT — — — 7 --------- 7,-------_ 0 Pell0 LO N — — — — — — — zo Fw_• 1 PROJECT NO. 20050880 G.L. NO. 176-04-B4.6 FILE NO. MS-11142 j �? DATE: 05/16/06 DRAWN BY: DLC (;RASE �AEDIAN CHECKED BY: MDM r� PROPOSED LEGEND ,_.. ,LTH 0 PROPOSED ASPHALT PAVEMENT EXISTING ASPHAL T PA VEMENT MICH OR , II ': 24" CURB AND GUTTER No. 041247 MODIFIED REVERSE 24" CURB AND GUTTER 02/21/07 ��� • SIGN '�; 10NAL � — W WATER LINE ® WATER METER FIRE HYDRANT ASSEMBLY H U RTf S.D. SIGHT DIS20 NC o o Zo 40 4� .LP R 0 F F I T T GRAPHIC SCALE IN FEET 1 08,121106 PER COUNTY COMMENTS 2 10104106 PER COUNTY COMMENTS 3 01 11 07 PER VD 0 T COMMENTS 4 02 06 07 PER COUNTY1 VDOT COMMENTS SHEET NO. 30F7 GENERAL NO TES• G 1. TOTAL DISTURBED AREA DURING CONSTRUCTION = 0.25 AC. cD 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND z SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND z i \ y SEDIMENT CONTROL HANDBOOK VESCH g J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL D>EVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING z o AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS w w `� T `�-, ��� ��� Q�P�� IvIECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM. > Ifi r in ✓' - _ ._ ..___ I F..i W ( in � �0 ��, 4. ALL DISTURBED AREAS 10 RECEIVE TEMPORARY SEEDING AND MULCH UNTIL PERMANENT I I SIDLAND, LL C STABILIZATION. PERMANENT STABILIZATION WILL BE SOD. ALL LANDSCAPE AREAS TO h"I Q Qp o I I TM# 78-75B t � P� RECEIVE SOD INSTALLED PER THE MOST RECENT VERSION OF THE VIRGINIA EROSION00 D.B. 2047, PG. 456 w AND SEDIMENT CONTROL HAND BOOK (VESCH). z O z o I I Tj < 5. ALL FILL IN THE PAVING AREAS TO BE COMPACTED TO 951c.v STANDARD W LL. n, o PROCTOR. wLAw = o o i ( �"= "-3-"" '_•j- --�FOR!J - -- �- �---- 6. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE ON 1" o �- M/x�IHOLE t., t7 z = j _ ,' ) LAND DISTURBER TO ALBERMARLE COUNTY PRIOR TO ANY LAND DISTURBANCE. z O g m N •: DF ,�J 11 OIN11 UTILITY TS PS r�)� TOP EL�:�! -2 06 ,�'o I" " -- 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL EROSION AND �I v N CR � I .. MU �� SEDIMENT MEASURES OR MAINTENANCE REQUESTS OR REROUTING OR RELOCATING z N z o � .-- In o m m EROSION AND SEDIMENT CONTROL MEASURES AS DEEMED NECESSARY BY ALBERMARLE COUNTY 0. — N -j 00 -t � OR LATEST EDITION OF THE VESCH A T HIS EXPENSE. 8. ALL FILL AREAS TO BE STRIPPED OF TOPSOIL AND UNSUITABLE MATERIAL BEFORE x. PLACING AND COMPACTING FILL MATERIAL. �K y ,;' 1 ` 9. ALL STORM PIPE IS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. 4' 10. ALL STORM PIPE TO BE RCP. 11. ALL STORM SEWER STRUCTURES TO RECEIVE VDOT IS-1 INVERT SHAPING. fif / 1 E �J t7 l C t P s Y f cn `' wJ 1J n Y�i u (71 crf, i J •, ' I o a rf fC� � .• � �� " v APPROX. LOCATION OF 8" fflL PE'R PUBLIC WORKS DEPT. STATE FARM BOULEVARD RTE. 1117 (100' R/W) i VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES * CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE EXISTING ASPHALT TO SERVE AS CONSTRUCTION ENTRANCE IP INLET PROTECTION TS THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE PS LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY MU UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE E CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY �ti' COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE 3i PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY i DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. Z) 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR Q SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE i AND LOCATION OF THE WORK. TEMPORARY SEEDING PERMANENT STABILIZATION (SOD TO BE USED) MULCHING 20 10 0 20 40 GRAPHIC: SC:AI F IN FFFT 1 08121106 PER COUNTY COMMENTS 3 01/11/0 7 PER VDOT COMMENTS 4 02106107 PER COUNTY VDO T COMMENTS 0 oLL.Q W = � � u o H- g 0 � ce uj Ln oU a _ a z (n z 0 > wm ce W PROJECT NO. 20050880 G.L. NO. 176-04-134.6 FILE NO. MS-11142 DATE: 05/16/06 DRAWN BY: DLC CHECKED BY: MDM f) MICHAEL D. WIRGAN, II No. 041247 02/21 /07 `�..SIONAL �1 �F�PROFFITT SHEET NO. 4 OF 7 r , r , r , r A rj ' I I exd�� I o IZ MATCH LTXIS TM CURB AND GU I cz f —� rK o C-� T I MA TCH E ISTIN CURB AND GU 15, cff, r ' I " I CJ d�b wv fi ry ti 0 co co 0 Ln 0 0 1-1 0 a i o THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY i DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE o OF THE CONTRACTOR. 0 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR cli SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE If AND LOCATION OF THE WORK. o, X S� X STATE FARM BOULEVARD y RTE. 1117 (100' R/W) GRASS MEDIAN x ko 6' I x f\ i i EXISTING STORM SEWER STRUCTURE SCHEDULE ^1 i STORM MANHOLE FOP ELEV.=526.00 INV.OUT=520.7 2 GRATE TOP DROP INL.F I `J� TOP ELEV.=524.5 INV.IN=520..3 INV.OUT=520.2 C_3DROP INLET TOP ELEV.=525.00 INV.1N 'A'=519.4 INV.IN 'B'=520.4 INV.IN 'C'=520.6 INV.OIJT=-519.3 \ 44 DROP INLET TOP ELEV.=534.25 INV.IN=520.2 INV.0UT=529.1 PR INV IN = 520.70 PROPOSED STORM SEWER STRUCTURE SCHEDULE 3A 48" MH TOP ELEV=526.00 INV. IN=521. 70 INV. OUT=521.6 3� Dl-3C TOP ELEV=528.00 INV. = 523.67 STORM WATER SEWER PIPE SCHEDULE 33LF - 15" RCP (9 5. 9% 1`3�, — 3A 3A — ,3� IOLF - 15" RCP © 8.187(, LEGEND GENERAL NOTES: 1. TOTAL DISTURBED AREA DURING CONSTRUCTION = 0.84 AC. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND z z SPECIFICATIONS OF THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND z a SEDIMENT CONTROL HANDBOOK (VESCH). z a J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL • DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT ALL ARE PROPERLY IN PLACE AND FUNCTIONING c� AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE REPAIRED (CLEANED) AS z NECESSARY, AND AFTER EACH RAINFALL PRODUCING RUNOFF AS A MINIMUM. ►� 4. ALL DISTURBED AREAS TO RECEIVE TEMPORARY SEEDING AND MULCH UNTIL PERMANENT STABILIZATION. PERMANENT STABILIZATION WILL BE SOD. ALL LANDSCAPE AREAS TO RECEIVE SOD INSTALLED PER THE MOST RECENT VERSION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HAND BOOK (VESCH). z O W N p U- 5. CONTRACTOR IS TO FURNISH THE NAME OF THEIR VIRGINIA CERTIFIED RESPONSIBLE �' z LAND DISTURBER TO ALEMARBLE COUNTY PRIOR TO ANY LAND DISTURBANCE. w a o > `D \0 r� 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL EROSION AND Lu z _ � rnCy\ o SEDIMENT MEASURES OR MAINTENANCE REQUESTS OR REROUTING, OR RELOCATING, z � �: o EROSION AND SEDIMENT CONTROL MEASURES AS DEEMED NECESSARY BY ALBEMARLE WO/ = Nlzr COUNTY OR LA TEST EDITION OF THE VESCH A T HIS EXPENSE. �` N z 7. ALL FILL AREAS TO BE STRIPPED OF TOPSOIL AND UNSUITABLE MATERIAL BEFORE z o 00 00 I.n )-. o m m PLACING AND COMPACTING FILL MATERIAL. - `q J 00 � � 8. ALL STORM PIPE IS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS, 9. ALL STORM PIPE TO BE RCP. ALL ROOF LEADERS TO BE PVC. y 10. CONTRACTOR RESPONSIBLE FOR OBTAINING AN APPROVED EROSION AND SEDIMENT{' CONTROL PLAN FOR ALL OFFSITE WASTE OR BORROW AREAS IF NEEDED. 11. ALL STORM SEWER STRUCTURES TO RECEIVE VDOT l5-1 INVERT SHAPING. 12. IMPRRVIOUS AREA CALCULATIONS.• EXISTING IMPERVIOUS AREA= 33,827.08 S.F. PROPOSED IMPERVIOUS AREA= 33,119.40 S F. PROPOSED LEGEND TC TOP BACK OF CURB X—X— SILT FENCE P PA VEMEN T — 800— PROPOSED 10' CONTOUR TC=P TOP OF CURB EQUAL TO PAVEMENT �I-==r-> Ll l i�-=_"l CONSTRUCTION LIMITS 798— PROPOSED 2' CONTOUR G GROUND 11 1 LIMITS OF CONSTRUCTION HP HIGH POINT m STORM WATER PIPE STORMWA TER STRUCTURE DRAINAGE DIRECTION' ON GROUND -- DRAINAGE DIRECTION' IN PIPE O STORMWA TER DESIGNATION E DRAINAGE DITCH 20 10 0 20 40 GRAPHIC; S(;AI F IN FFFT 1 08121106 PER COUNTY COMMENTS 3 01 11 07 PER VDOT COMMENTS 4 02106107 PER COUNTY VDOT COMMENTS 5 102121107, PER COUNTY VDOT COMMENTS PROJECT NO. 20050880 G.L. NO. 176-04-134.6 FILE NO. MS-11142 DATE: 05/16/06 DRAWN BY: DLC CHECKED BY: MDM N2 MICHAELLD: MORM, II t No. 041247 02/21 /07 �SIONAL HURT -` PROFFITT SHEET NO. 5 OF 7 EROSION AND SEDIMENT CONTROL/ STORM WATER MANAGEMENT NARRATIVE EROSION AND SEDIMENT CONTROL DEVICES: BB&T SITE IMPROVEMENTS, PANTOPS STATE FARM BOULEVARD CHARLOTTESVILLE, VIRGINIA HURT & PROFFITT COMM. NO. 20050880 PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF SITE IMPROVEMENTS TO THE EXISTING BB&T SITE TO IMPROVE TRAFFIC FLOW AND TO ALLEVIATE TRAFFIC CONCERNS ON THE SURROUNDING ROAD WAYS. CURRENTLY THE ENTRANCE ONTO HICKMAN ROAD WILL BE CLOSED, A NEW ENTRANCE ADDED ONTO ABBEY ROAD AND THE ENTRANCE OFF OF STATE FARM BOULEVARD WILL BE IMPROVED. ALL OF THE PERIMETER (CURB ON THE SITE WILL BE REMOVED AND REPLACED OR RELOCATED AS PART OF THIS PROJECT. THE ENTIRE PARKING LOT WILL RECEIVE AN OVERLAY OF ASPHALT AS THE EXISTING PAVEMENT IS IN NEED OF REPAIR. ADDITIONAL LANDSCAPING WILL BE ADDED TO BRING THE EXISTING SITE INTO COMPLIANCE WITH THE CURRENT LANDSCAPE ORDINANCE. A TOTAL OF 10,890 SQUARE FEET OR 0.25 ACRES WILL BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. NO OFFSITE AREAS ARE EXPECTED TO BE DISTURBED FOR THIS PROJECT WITH THE EXCEPTION OF THE ENTRANCE WORK ONTO ADJOINING ROADS. ADJACENT PROPERTY: THE PROPERTY TO THE EAST OF THE SITE IS UNDEVELOPED, THE PROPERTY TO THE NORTH IS UNDEVELOPED AND PER THE WYNDHURST MASTER PLAN WILL REMAIN UNDEVELOPED AS A BUFFER STRIP. THE PROPERTY ON THE OTHER SIDE OF THE CREEK TO THE WEST OF THE SITE IS SINGLE FAMILY RESIDENTIAL HOMES. THE CREEK AND THE TREES ON EITHER SIDE OF THE CREEK WILL REMAIN AS ,A BUFFER FOR THE PROJECT TO THE WEST. THE SITE IS BOUND BY ENTERPRISE DRIVE TO THE EAST AND LAXTON ROAD TO THE SOUTH. THE SITE SITES DIRECTLY ADJACENT TO THE ENTERPRISE DRIVE AND LAXTON ROAD INTERSECTION. STORM WATER MANAGEMENT: NO STORM WATER MANAGEMENT IS PROPOSED FOR THE SITE IMPROVEMENTS AS THERE WILL BE NO INCREASE IN IMPERVIOUS AREA FROM EXISTING SITE CONDITIONS. THE EXISTING DRAINAGE AREAS WILL NOT BE ALTERED WITH THIS PROJECT. ADEQUATE CHANNEL: THE RECEIVING CHANNEL FOR THE ENTIRE SITE IS THE EXISTING STORM PIPE TO THE WEST OF THE. SITE. THERE IS NO INCREASE IN IMPERVIOUS AREA FOR THE SITE. THE ONLY WORK BEING DONE IS TO SHIFT THE CURB AND PARKING AREAS OF THE SITE TO BETTER FACILITATE TRAFFIC FLOW. THERE WILL BE NO INCREASE IN PAVED AREAS. EROSION AND SEDIMENT CONTROL 3.05 SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS, FILTER FABRIC WITH WIRE SUPPORT FENCE, PLACED ACROSS OR AT THE TOE OF A SLOPE OR IN A MINOR DRAINAGE WAY TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. SILT FENCE IS TO BE INSTALLED ALONG THE DOWNHILL SIDE OF ANY DISTURBED AREA. 3.07 INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL STORM CULVERTS AND DROP INLETS TO FILTER SEDIMENT -LADEN RUNOFF CULVERT INLET PROTECTION SHALL BE PLACED AS SHOWN ON THE PLANS AND ACCORDING TO THE DETAIL INCLUDED IN THE PLANS. 3.31 TEMPORARY SEEDING (TS) - THE CONTRACTOR IS TO IMPLEMENT TEMPORARY SEEDING IF DISTURBED LAND IS LEFT EXPOSED FOR OVER 30 DAYS AND CONSTRUCTION IS NOT COMPLETE IN THIS AREA. 3.32 PERMANENT SEEDING (PS) - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING; SEED ON ROUGH -GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED ON FINE -GRADED AREAS. 3.35 MULCHING (MU) - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. FOSTERS PLANT GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT OR COLD. VEGETATIVE MEASURES: TEMPORARY SEEDING/PERMANENT STABILIZATION SEEDING MEASURES SHALL BE TAKEN ON DISTURBED SOIL AT CUT/FILL SLOPES, SIDES OF SEDIMENT BASINS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND) SEDIMEN CONTROL HANDBOOK. MANAGEMENT STRATEGIES: EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR .AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO ANY PAVED DRIVES OR ROADS. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. AREAS, WHICH ARE NOT TO BE DISTURBED, WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UIP AND REMOVED. PERMANENT STABILIZATION: ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED„ FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES. THESE SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL; ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE LATEST EDITION OF THE VESCH OR AS DEEMED NECESSARY BY THE LOCAL APPROVING AUTHORITY. O Qo O U) O O N U a J THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE °' PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE o OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR p SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE i AND LOCATION OF THE WORK. PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACHI SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULA TOONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. PHONE (434) 946-9302 ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES- 7. ALL DIS77JRBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING AC7IVl77ES AND DURING CURB INLET O 3" & ADJ. RIP 8" MIN. THICK BED OF CRUSHED STONE VDOT #25 OR #26 0 SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. o 0 0 00 ES-8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN o 0 0\� APPROVED FILTERING DEVICE. o o 0 0 0 0 0 0 0 0 0 0 0(D 0 0 0 0 00 ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 0 0 00 0 0 0 0 0 0 0 0 0 00 0 00 Qz) 004 PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY o 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0� NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK SEEDING SPECIFICATIONS: TS P S TEMPORARY SEEDING - WINTER - 40 LBS. ANNUAL RYE140 LBS. CEREALE RYE (PER ACRE) SUMMER - 40 LBS, ANNUAL RYE140 L65. FOXTA/L AWILLEr (.``E,a FERTIL/ZER - 1500 LBS. 10-20-10/ACRE LIME - 2 TONS/ACRE FERTILIZER - ALL SEASONS - 1500 LBS. 10--18-10/ACRE LIME - ALL SEASONS - 2 TONS/ACRE MU * A MULCH COVER IS REQUIRED ON EVERY SEEDING * STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED MULCH/STABILIZA 77ON MA TER/AL VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD All PERMANENT OR TEMPORARY SOIL STABILIZATION/ SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZA7ON SHALL BE APPILIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUTT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 01.3A3B,3C EXPA ._.CTIa t19TOJ14 (5!-.NIFT EXPANS,ON JOINT -. • • - �911L•J•A� u. ., i . - '1 IIaYYwlwlw!!w'Yrwrow'lllwIrrrrrwiri� YI�YWYra�Y.�iIY • OmZ"mmm �MEmm 1ww MCC ma: tl r� 1 I SECTION A -A KEYEQ CONST. JOINT A RUNOFF WATER WITH SEDIMENT OVERFLOW IIIII-II - - 11111=1111=11111=11111- (III= SEDIMENT 2"x4" WIRE SCREEN WOOD STUD FILTERED WATER alllll=11111- Ili p:. Lill=ill c o_ CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT (EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. ' r- - ------------- ----------- BARS F BARS BFRS E I 4A3' DAYETER I WEEP HLxE FRONT ELEVATION NARs F 8• Bxis B -- ;� ---' (GUTTERREMOVED) 11/+' 3,-0" e.l I nxY," menr PLATE - � _ SECTION B-B TYPE ANOSE DETAIL SHALLJ BE USED WITH GG-6 CG-7 STANDARDS. /1 R ;'mot; `-L2/z'XZ I/4" TYPE 0 NOSE- OETAWALL ALL BE USED WITH CG-2 5 rMDARDS• -`-�• G VAV ED TYPE A TYPE B I/=' x 4' STVO SIEAI COrtCCtOR 'kCLDE7 CX494ZED PLATE FOR TYPE A ID HE BENT ON AY ANGLE OF 169- MI IO ANGLEIHON'Ar 21C-C• CQ,%ECTORS AND IS TO 6E ANCHORED WITH %i' X 4" SrW SHE:AZ NOSE DETAILS WELDED 70 BENT PLATE AT 2' GC. - APPR.PAYEMEHT DI-JA 01-3-3 L DI-3C L y;j'` WARPED PAVEMENT f r l,t ` ��iI�IIIIIftIIIt� --� - _� - 0-� I _ - z -L-WOQWO-i DETAIL WHEN USED IP BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER NTS TABLE OF QUANTITIES 3n /-\u-U VV NO BASE STANDARD EXTENDED BASE AVAILABLE IF REQUIRED NOTES: 1. INVERT TO BOTTOM OF BASE = 1.00' NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 16" 3. RISER HEIGHTS - MULTIPLES OF 16". 4. STEPS - MA INDUSTRIES PC-1-PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL. 5. MANHOLE SECTIONS - ASTM C478 W/ 0-RING GASKET JOINTS - ASTM C443. PRECAST 48" MANHOLE N.T.S. 8" MIN. THICK BED OF CRUSHED STONE VDOT #25 OR #26 IN 8" MIN. THICK BED OF CRUSHED STONE VDOT #25 OR #26 4"0 WOOD POSTS OR 1.31b/ft STEEL, MIN. 5' LONG @ 10'O.C.(MAX) FILTER FABRIC TO zX BE STAPLED OR WIRED TO POSTS ' 42" - 14ga WIRE y Y Y FENCE REINFORCEMENT r , •Y W W W •Y •Y •Y .i. e' , `Y {•Y •YYY W W ••Y •Y 'Y •Y •LYY W •LY 'Y Y •L •Y •Y 41 .Y �Y -Y WY •Y •Y W {• -11 W W - Y _ Y W III -III DI-3A38,JC TYPE L AREA SLOTT REINFORCING STEEL Corceat! I BARS A BARS B BARS C BARS 0 I BARS BARS F BARS G WEIGHT. FL S . Ft. Cu. Yds. Na.1 Lin. Fl. No. 0i. Ft. 41 No. Lif. Ft. 4; No. Lin. Ft No. L'n. rt.0 No. I L'n, Ft.* Ni. Lin. Ft.* Loa. U-3A 2,-6,,1.IS, 2.26 1 5'•7" 3 3'-2" --T 1'.0.. 22 4• 1.83 2.59 5 1'•6" 2- 6'•7". to 6'-10" 3 5•-7" 3 S'-2" 4 1'-6•' 3 P•6" 4 1'-0" 64 G' 2.75 3.02 b 3'-6" 6 6'-7" to W-10"' 3 5'-7" 3 J'-2" 4 3'-B" 3 1'-6' 4 1'•0" in e' 3.67 J. 5 5' B" f0 to 8'-1Q' ' 3 5'•7" S 3'-.2" 4 5'-6" 3 1'•8" 4 1-0" 158 01 38 A' 4.58 3.90 5 7'•B"! 14 _§'•7" 6'-7" to 8'•10'' V 3 _ 5'-7" 3 3'-w. 4 7'-6" 3 1'•8" 4 r+ '• 2D4 IV 5.50 4.34 5 9' 6" 18 6-7" to 6'-10' 3 5'-T' 3 9-2" 4 9'-6" 3 P-6' 4 r•D^ 251 f4' 6.42 4.18 1 5 11-6" 22 S 51•7" 3 3'- 4 SS'-6" 3 I'•6" 4 '• " 16' 7.33 5.22 5 tJ'•6" 26 6'-7" to 6'-70" 3 5'•7" 3 3'-2" 4 13'-6'' 3 1'-6" 4 r• 345 8' 8.25 5:86 5 15'-6" 30 '-7" " 3 5'-7" 3 S'-2" 4 15'-8" J P-6" 4 r- „ 391 _ 20' 9.17 0.09 5 1T-fi" 34 •- •• '-10�. _.,. _. ,-7" - 3 3�-2," 4 IT- B•, 3 -- p-6„ 4 _,1` 4-. 43 6' 2.75 3.01 70 V-9"' 4 W-7" to 6'-10" 5 5'-7" 3 3"2' B t'-9"-._6 1'•8" 2 T• " 117 8' 3.87 3.45 IU 1 2'-9" 8 6'-7" to W-10' 5 5'-7" 3 3'-2" 8 1 2'-9" 6 1 P-8" 2 V. 0. 158 .':0' 4.58 3.69 10 3'•9'' 12 W-7" to 6'-10' 5 5'-7" J S'-2" 8 3'-9" fi r-ry 2 P•O" 205 12' 5.50- 4.33 10 4'-9" 16 �7' tP B'_t�l''- 5 5'•7" 3 3'-2- g 4'-9" 6 1'•6' 2 P-0" 252 DI.3C IV 6.42 4.77 10 5'-9" 20 6-7" to 6'-10' 5 5'-7" S 3'-2" 6 5'-9" 3 1'-1 2 V.D.- )6' 7.33 5.21 10 W-9" 24 6'-7" to 6'-10' S 5'-7" S S'-2' Il.iP 2 Y- 345 '8' 8.25 5.65 0 7'-9" 28 6'-7" t0 6'-10' S 5'-7" 3 3'-;2' 8 7'-91, 6 P-6" 2 P-O" 392 20' 9.17 6.09 '0 W-9" 32 .-7" 5 5'-7" 3 3'-12" 8 8'-91• 6 P-6.' 4 2 NOTES 1. DEPTH OF. INLET (H) TO BE SHOWN % PLMS. 7. #4 X 8" SMOOTH DOWELS AT APPRO)OMhTELY 13. IHtS.MEA MAY UE EAR-THEN..N WHCH CASE 12" C-C TO 13E PLACED Vi ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ON_Y i0 2. TFE 1," Ci ENSON SHOWN CtV THE STANOARUS TO A3UTT14G CONCRETE TO PREVENT CLRB AND CUTTER, A40 :PEGFEO ON THE PLANS WLL BE SETTLEVENT. MEASURED FROM THE iNVEHT CF IFf: OUIFALL 15. CONCHETE WANIIFIES SHOWN ME FUR DEPTH PIPE TO THE TOP OF THE STRUCTLRE. PLAN 'H" DIMENSIONS APP=0MATE 8. 3" C1 ETER WEEP MOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOLr4T ARE ONLY FOR ACTUAL DR J SUBBASE MATERIAf.. WEEP 11% N7T'H h. DISPLACED BY PIPES MUST BE CEMTED TO ESTIMATNG PURPUSfS MD TFE UIMENS�ON5.SHAT.L BE DEIEHMNED HY [HE 12"%1'L'" PlASIIC NAiOWAHE CLOTH MESH OR GALVMUEO STEEL W,RE.MINM'JAI WHE OBTAIN TRUE QUANTITIES. FOR INLETS. OF DIFFERENT rEPIHS Alin ON SU31RA.CE 0.32 CE)NMACION FROM FIELD COHI%[K)NS. OIAMcTER'0.03".hUMBER 4 MESH HARO'WARE C1,61C YARDS OF CONCRETE FOR EACH FLAT CLOTH ANCHORED FIRULY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECFED ON THE FILMS THE INVERT I3 OF THE STRUCTURE. TO FTC SHAPED N ACCCRDANC£ WITH STMDMO 17. LENGTH OF MCLE RON AS SIIOWN ON SHEET 1 IS•L JHV COST OF FURVSHNG AND PLACING ALL 9. ALL RENFORCNG STEEL SHALL HAVE A MN, OF 2 IS TO BE L+15" AT 4,10 MATERALS INCDENTA. TO THE SHAPING IS TO BE COVER OF 2". NCLUOED .N THE BID PRICE FOR THE STRUCTURE. 18. 41 CEJNOTES LENGTH OF ONE (I) BAR. O. TO BE CUT CLEAR OF N TIE EVENT THE .NVERT OF TtE OUTFALL AAi.L OPEEM 6S By 211. 19 ALL REIWDRCNG BARS TO [C#5. 4. PIPE S HLCf-ER THAN THE BOTTOM OF THE STRUCTURE THE INVERT CF THE STRUCTURE SHALL BE StIME0 WITH CEMENT MORIM TO 11. CAST -IN -PLACE CONCRETE fS TO BE CLASS A3 20. WHEN INLEr IS USED IN V-O' MEDIAN, BACK OF FREVEVT,STANDNG OR POMANG OF WATER (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. INLET IS 70 BE %V-PED TO CONFOW TO PROPOSED CURET, N rtE STRUCTLRE. TH.E C057 OF FURNISHING AND PLACING ALL MATERIALS ha EN TAL 10 12. LENGTH OF -SLOT ILI-WILL, IN EVERY CASE, BE THE SHAPING 'S TO BE INCLUDED IN THE BD SHOWN 0,14 PLANS, PRICE FO,R THE STRUCTURE. 13. 1F ALE( IS MEDIAN CUHfi OR 5. SIEF'S ME IO BE PROVIDED WHEN H IS 4'-0" ALNSIRUCIED "KITH INTEGRAL (.'(.FiH.GUItER IS IU BE OR GR A(ER. FU( U£TALS SEE SrMJMI) SF-1. OMITTED (SEE DETAIL), 6. THIS ITEM MAY BE PRECAST OR CAST•N-PLACE, 14. STMOMU HLETS MAY B_ CCNSTRLcm Wit" CONCRETE ULUL'I(S N ACCCRUA4CE-'WITH THE OETACS SHOWN DO STM4OARD DRAWINO DI -MU, FDR USE QN GRADES ADJACENT TO CURB FOR USE, LY SAGS WITI IOUT CUT TER IBOTII.SOES TO BE SYMMETRICAL SHEET -1OF 2 STANDARD CURB( DROP INLET w`I 1 FU4XE 12" - 3011 PIPE: MAXIMUM DEPTH (H) = 8' 213 2}} IG4 D9 VIRChIA OEPAR7VENT 0= TRMSPORTATION S02 302 STANDARD CURB DROP INLE T 12" - 30" PIPE. MAXIMUM DEPTH (H) = 8' VIRGINIA DEPARTMENT OF TRANSPORTAm,4 StwaL 2 of 2 I )04.10 EXTEND FILTER FABRIC & WIRE 8" INTO 4%4" TRENCH AND BACKFILL sF SILT FENCE (WITH WIRE SUPPORT) N.T.S. 1 1 8121106 PER COUNTY COMMENTS 4 1021061071 PER COUNTY VDOT COMMENTS tD z z ft z g a � ^ ^ z � W F- LU LU ILAQ ¢o o U- 0 LLJ I z O Z O C¢ Fe LU a O > \0 \D t\ z W = (.D 0 Q,� o �� z��:�o z �/ u � m W LG may- U ty 11� CO Z CV z O m -4- In >- 0 m m N -J 00 "t Imm W < I W J 0 J O J a � � V W H W g Z O I- m Z '� � u W a� V W a 0 M W � a 00 z Q O Z - a O � PROJECT NO. 20050880 G.L. NO., 176-04-B4.6 FILE NO. MS-11142 DATE: 11/30/05 DRAWN BY: DLC CHECKED BY: MDM T tiMICHA11-6.1AQWAN, II 1 No. 041247 0 02/21 /07 .SIONAL HURT PROFFITT SHEET NO. 70F7