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HomeMy WebLinkAboutWPO201700081 Plan - VSMP WPO VSMP 2018-02-06WPO P2 A1_1V F(LD) R BRO(D=ALE SAMUEL M-YLLER 2DD_YSTPZ(CT D -F-IR (G_IIVL� I (C O(/j ZTIV=5) SITE DATA OWNER: MOUNTAINWOOD PROPERTIES, LLC, 300 WEST FREEMASON STREET, NORFOLK, VA 23510 DEVELOPER: BROOKDALE PARTNERS, LP, 1821 AVON STREET, SUITE 200, CHARLOTTESVILLE, VIRGINIA 22902 PHONE 434-979-2900, CONTACT MR. WILLIAM PARK TAX MAP / PARCEL NUMBER: 07600-00-00-046C1 PROPERTY ADDRESS: NOT ASSIGNED PROPERTY SIZE: 5.756 ACRES PROPERTY AREA TO BE DEDICATED TO PUBLIC USE: 0.241 ACRES ZONING: R-15 RESIDENTIAL, WITH AIRPORT IMPACT & MANAGED STEEP SLOPES OVERLAY MAGISTERIAL DISTRICT: SAMUEL MILLER COMPREHENSIVE PLAN: AREA=NEIGHBORHOOD 5, PRIMARY USE URBAN DENSITY DRINKING WATER WATERSHED: MOORES CREEK / SOUTH FORK RIVANNA RIVER RESERVOIR PROPOSED USE: MULTI FAMILY RESIDENTIAL TOTAL NUMBER OF UNITS / DENSITY: 96 MULTI FAMILY UNITS = 16.68 UNITS PER ACRE, 72 1BR UNITS, 24 3BR UNITS DENSITY BONUS FACTORS: AFFORDABLE HOUSING DENSITY INCREASE FROM 86 UNITS TO 96 UNITS OR A 11.63% INCREASE AFFORDABLE UNITS: ALL 96 UNITS ARE AFFORDABLE, THE DEVELOPMENT WILL COMPLY WITH ALL APPLICABLE COUNTY IMPOSED AFFORDABLE HOUSING CRITERIA. WAIVER/VARIANCE REQUESTS: NONE SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540-248-7407 DATUM: NAVD 1988 BENCHMARK: CHISELED SQUARE IN CURB AT N3890170.613 & E114759,99.85 ON TAX PARCEL 76-1205G, ELEVATION 500.272 IMPERVIOUS COVER BREAKDOWN: LAND USE: SQ. FT. ACRES BUILDINGS: 37,769 0.87 SIDEWALKS: 6,970 0.16 ASPHALT PARKING PAVING 74,923 1.72 TOTAL IMPERVIOUS AREA: 119,662 2.75 MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.72 ACRES OR 74,923 S.F. SETBACKS: IN REGARDS TO SETBACKS THIS PROJECT IS A NON -INFILL SETBACK DEVELOPMENT, IN ADDITION THIS PROPERTY IS A DOUBLE -FRONTAGE LOT WITH FRONTAGE ON COUNTRY GREEN ROAD (STATE ROUTE 875) AND MOUNTAIN WOOD ROAD (STATE ROUTE 1112). FRONT MAXIMUMS DO NOT APPLY TO MOUNTAIN WOOD ROAD BECAUSE OF THE PRESENCE OF SIGNIFICANT EXISTING VEGETATION AND STEEP SLOPES AS PROVIDED FOR IN COUNTY CODE SECTION 4.19(3). FRONT = MAXIMUM 25', MINIMUM 5' REAR = 20' SIDE = 0' SIDE SETBACKS/NON-INFILL BUILDING SEPARATION: MINIMUM SIDE SETBACK FOR ANY BUILDING THAT EXCEEDS 35 -FEET IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10 -FEET PLUS ONE FOOT FOR EACH FOOT THE BUILDING EXCEEDS 35 -FEET IN HEIGHT. MAXIMUM HEIGHT OF STRUCTURE: 35' NUMBER OF EMPLOYEES: NOT APPLICABLE RECREATIONAL AREA REQUIRED: 200 S.F. PER UNIT NOT TO EXCEED 5% OF TOTAL GROSS SITE AREA. THUS 200 x 96 = 19,200 S.F. OR 0.44 ACRES AND 0.05 X 5.756 AC. _ 0.29 ACRES OR 12,537 S.F.. THUS 5% MAXIMUM CONTROLS OR 12,537 S.F. RECREATIONAL AREA PROVIDED: PASSIVE DEDICATED OPEN SPACE = 8,325 S.F. CLUB HOUSE AREA = 1,825 S.F. TOT LOT AREA = 2,600 S.F. TOTAL REG AREA = 12,750 S.F. PARKING DATA: BUILDING USE: MULTI FAMILY RESIDENTIAL SPACES REQUIRED: 2.0 SPACES PER 2 BED ROOM UNIT 2.0 SPACES PER 3 BED ROOM UNIT TOTAL NUMBER OF 2 BED ROOM UNITS = 72 TOTAL NUMBER OF 3 BED ROOM UNITS = 24 TOTAL SPACES REQUIRED: (2.0 x 72) + (2.0 x 24) = 192 7 SPACES PROVIDED: SPACES DELINEATED = 185 H.C. PER ADA = _ 192 ALL SPACES ARE 9'x18' UNLESS OTHERWISE NOTED TRAFFIC GENERATION FIGURES: ITE LAND USE CODE: 220 COUNTY GREEN ROAD (STATE ROUTE 875 NEW DAILY TRIPS: 591 AM PEAK: 44 PM PEAK: 58 MOUNTAIN WOOD ROADSTATE ROUTE 1112) NEW DAILY TRIPS: 84 AM PEAK: 6 PM PEAK: 8 PROJECT SPONSOR BROOKDALE PARTNERS LP ATTN: MR. WILLIAM PARK 1821 AVON STREET, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434-979-2900 SITE PLAN NUMBER SDP2017-00069 CHARLOTTESVILLE Rsrar �- ~�✓fes C) TAX MAP -PARCEL �/VTgAN�OOp� omQ. 76-46C 1 COVNrRY _ / � i� STN g1. GREEN R0 c�z0 0J�0 Odd 0` 1000' 20013' 30001 VICINITY i �131: E + i �t L and l`hanrrnanrrg - Fuiblic Worrlrs, -F_rwirownena al i3£i'°aefl W„ Hmnl kC ,, jr, 1CIoll7 156 laurel Hill Road Route 612 East 540-248-7407 Verona, 'FTA 244182 ibwhe>tgwL7m>rizon.net PLAN APPROVAL PLANNING /ZONING BUILDING OFFICIALS A ARCNITECTURA� REVIEW BOARD � FIRE OFFICIAL' VD5_T___ NOTE: SHEETS 20-24 ARE WPO SHEETS PLAN SHEET INDEX SHEET NO, DESCRIPTION 1 TITLE SHEET 2 PROJECT NOTES AND PAVEMENT DETAILS 3 BOUNDARY AND EXISTING UTILITY SURVEY 4 EXISTING CONDITIONS TOPOGRAPHIC SURVEY 5 SITE LAYOUT AND DIMENSION PLAN 6 ACCESSIBLE ROUTE PLAN 7 WATER AND SANITARY SEWER PLAN 8 UNDERGROUND CONDUIT AND TRANSFORMER LOCATION PIAN 9 SITE GRADING AND DRAINAGE PLAN 10 WATERLINE AND SANITARY SEWER PROFILES 11 STORM SEWER PROFILES 12 LANDSCAPING PLAN 13 LANDSCAPING DETAILS 14 SITE LIGHTING PLAN _ 15 MISCELLANEOUS SITE DETAILS 16 TYPICAL SANITARY SEWER DETAILS 17 TYPICAL WATER LINE DETAILS 18 ENTRANCE SITE DISTANCE PROFILES AND VDOT REGULATORY INFORMATION 19 ROUTE 875 AND 1112 MOT PLAN DURING AND PAVING OPERATION 20 -MILL PHASE 1 EROSION AND SEDIMENT CONTROL PLAN 21 PHASE 2 EROSION AND SEDIMENT CONTROL PLAN 22 EROSION AND SEDIMENT CONTROL DETAILS 23 POLLUTION PREVENTION PLAN 24 STORMWATER MANAGEMENT PLAN DELTA EASEMENT _ �43 � PROPOSED CONTOURS ELEV. ELEVATION -�1 --- NOTE: SHEETS 20-24 ARE WPO SHEETS PLOT 0.47E 12,/17/1 7 ✓09 No. 02-0206 SHEET C.001 PROJECT LEGEND ABBREVIATIONS SYMBOLS PROPOSED WATER LINE CC CENTER TO CENTER W/ SIZE REFERENCE CG CURB & GUTTER BS-- PROPOSED SEWER LINE W/ SIZE REFERENCE E CENTERLINE EXIISTING WATER LINE CMP CORRUGATED METAL PIPE W/ SIZE REFERENCE CONC. CONCRETE --,gam-- EXISTING SEWER LINE DIP DUCTILE IRON PIPE W/ SIZE REFERENCE ------- EXISTING CONTOURS ES MT DELTA EASEMENT _ �43 � PROPOSED CONTOURS ELEV. ELEVATION -�1 --- EXISTING SANITARY MANHOLE EX. EXISTING PROPOSED SANITARY MANHOLE F.H. FIRE HYDRANT -_===-�]-=---- EXISTING DRAINAGE STRUCTURE OR GROUND SHOT INV. INVERT 'NK-jjt"0I11--' PROPOSED DRAINAGE STRUCTURE L LENGTH EXISTING STORM SEWER MH MANHOLE PROPOSED STORM SEWER N/F NOW OR FORMERLY '""''-'------ FENCE LINE O.C. ON CENTER R PROPERTY LINE UTILITY POLE PVMT. PAVEMENT -J GUY WIRE EP EDGE OF PAVEMENT OVERHEAD R RADIUS UTILITY LINE RCP REINFORCED CONCRETE PIPE —o -T— UNDERGROUND TELEPHONE R.D. ROOF DRAIN ------{✓G. EXISTING POWER UNDERGROUND R/W RIGHT OF WAY SAN SANITARY ❑ TELEPHONE PEDESTAL WM WATER MAIN EG— EXISTING GAS TBM TEMPORARY BENCH MARK F/C FACE OF CURB —6$'L— PROPOSED SEWER LATERAL W/ SIZE REFERENCE T/C TOP OF CURB 2 iYS� W% POSE WATREFERENCECLATERAL T/P TOP OF PAVEMENT SIZET/S TOP OF SIDEWALK APPROVED by the Albemarle County t- EXISTING FIRE HYDRANT TfG TOP OF GROUND Community Development Department PROPOSED FIRE HYDRANT W/ WITH Date :74 -, - i-1 C.O. SAN. SEW. CLEAN OUT 0,-z File EXISTING CURB & GUTTER IPF IRON PIN FOUND -"7 PROPOSED CURB & GUTTER IPS IRON PIN SET S/W SIDEWALK REVERSE CURB & GUTTER NOTE: NOT ALL LEGEND ITEN,S MAY APPEVF IN THESE PLANS PLOT 0.47E 12,/17/1 7 ✓09 No. 02-0206 SHEET C.001 x l i i _D \ \ /' �' f- d' \ - + r -T r17 i v", " O,VgVER. MCCNTV(dWOOD r-R3PERDES, :.C. ZOO vES' FREElvASON STREET, NORFOLK', \/A 23,510 JEVaO' EFS. BRu) K?TE PARTNERS. LP. 021 AWN MA F', SUN No, CMRL: T Sl'.I_i._ , IIRUMA 22902 PINE 434-979-2900, CONTACT MR. Rn,JA;R PARK TAX MAP PARCEL NLiMBE=: 075L)C 130-00 , :.g, PE,_O r:.'"Y ADDRESS: NOT ASSIGNED PROPETA SOL7; KRES PROPERTY AREA TO ESE DED AFED O FJB USE: 0,241 aCR GNNO: R-15 RHODEN, WHRHODE AIRPORT Ar ,,T A ,J.N;V>EC SEEP SLOPES OVERLAY 1 GISITOIr' DI IRK : S/NMIL L MULER COMPRE!-ITNSIVE F'L, N: r1 EANE!GHB0R lOOD 5, PR!4IAR✓ USE UREAN C_NSIT`( DRWK1' /L t WATE^SI r00 O R S C""E� SOL -.I FORK 9j'" NN„ AER' a'ES FAOIR PWPOSED US5 WELT FAMkY RE S11D NJ I AL ICTAL NI AGER OF UNITS DF\L"I 95 Wil -:111 FAMMLY LNUS = 1158 UMN PER ACRE 72 QR MINI S, 24 3M UNTS DENSIS 3ONOS FCIORS ,+FORD')`,'- r40,iSIAN DENS -T` INCREASE FROM 86 CMTS TO 96 LiNITS OR A 11.63% 'NCREASE AFFORDABLE LIN. I_! c(L NT^ ARE-,FFORDAE-L� IIF DEJ L3PM'IEN_ IA,LL COMPLY 1N,IN ALL APPLICABLE COGN,), EF D aF A L6 0WNL, RiP31A,. +' +AER AA21NCE LE 'C NOIAlE 'RCE ( aNK15 H 1P'IK',CK ENGINE .RI ,G, P.,C540--248-7407 rr- (t1E I NL, 1 D I,B BENCHMARK: CHSELED SQUARE IN CLIRN AT N38001 aR3 & E'11-i'SH925 ON TA: MR EF 15 12MG, ELEVATION 500.272 +^,iPERVI !r5 C(})ER tFiEE,1Ptl1G`i: LAND USE: SQFF. Alc.Es BSL WJT ,S' 17360 (187 ASP14AL7 PARKING EAV'INIG 7 4,923 f 72 O '.L_ MITER MOUS AREA: 110962 175 MAXN0+, PA,'H,r;KIN� AND v-U.JLAR C RCL,L-JION AREA S ACRES OR ,923 S -F. SLL2",CKS: IN IRE( -'ARD E B,ACNS THS PRCLECT S 4 NONI-INIFILI_ S 3`\CK ALV._ 1 +;Ivt`dl. fN FCTITnN 02 PWARTY IS A DXT3L L ;RCKA E LIN ';ATH FRG'v NE ON C;OUN Ti GRL . RC)AC (STATE ROUTE 8 AND ,K)LNIR\iPOco R MAD (_ i,ATE ROU F 1112) FRONIT I4,1\X_i,4UMS 00 NOT APPLY It IvM),,iNTcN WOOD ROAD BECAUSE OF RE PAHNOE OF _ Iw'N' iOAT+T U51TAG VEGE T; EN AND STEEP &OPES AS PROVIDED FOR 'N COUNTY 'SECTION '8). FRONT ._ MAY:!MiJNd _i5, .II\q`.CM 5' RHR = 23' SIDE 0' SIEVE > _;ACKSMON - INf _i KEDING SEPARATION: HNNUM {ITA ,(RSETBACK FOR ANY BUILD `N' FAI !' ET IN N' IQT o+A L, FA SEPARATED FRO,id 4NY 4N'OTI-Ek B(JILD'N,,-O-FEET Pi,YS ONO F0,07 OR EACH FWT TFC BATHEXCEEDS FCEI IN HOW'_ Al-AXiAIU6' I:-.IGr: OF STRL.C'URE: GUMCH OF EMPL ,_ES NOT F,. PLJClLFLE IRECREAT CNAL AREA REQUIRED: 700 &F. PER OF IT EXCEED OF TMAL WS . ST"_ /AM, -A. 019 ACRES OR 12037 &E. OS 5," OaA;WUM COWRCI S OR 120W „ OF, RECREATIONAL. ,REP PRCV,'IND. FASaI`t'E DLDIC,A, M OPH SRACE = 105 S.F. CL.Ui3 I-IOIJSE AREA, = 1,825 S TCT C,'T NI_ A -_ &00 S.F. PA': K',NS D'S A: I, AVAAVAA\A\�, BL lDiI USE: MULI FA,WL`( F,ESOENTI\I_ j PACS R f'F_Ot,f't_I., 2,0 `,F,..,CES PER 2 PED nC t,'kl,, Lj INIT 2:0 SPACES PER 3 BED ROOM L)NIT 10TAL NUMBER OF r, PO—;AL NUMBER S. CI 3 OLD ROOM IM S — 24 TOTAL NACES RE iR `+ Q0 x 74 .F. UT x 2Q = 521 SI OCH PRODDED '/ HS DEDNEATED 31,5 TAX L 'r KC PER ADA - J / Room Aa S V S ARE 9W MOSS O ERMSE NOTED I,.L rrE .HOE PRO,E-NOTES f—NOTESAND VENl KN DETAILS - U I, 3 L ff.:R \v�-� 6 ------------.-_--- E0.'`04R1” AND E ISPNO �TUTY ...0 <'E" i � I 0' I 10m, 20M 30M L {INCE cenl L Ja�ItN:D Etr,L �VPE F -- s�;v -- NL".NrrT uNE l - r_C Na P.. E c"c. ...- -- - -- --- -- ------ _ ON LADY AM 1NgEOGN PWA D:. L..ILC ft.,N F';RE 6 a—+ S RO'A RWA PLAN x l i i _D \ \ /' �' f- d' \ - + r -T r17 i v", " O,VgVER. MCCNTV(dWOOD r-R3PERDES, :.C. ZOO vES' FREElvASON STREET, NORFOLK', \/A 23,510 JEVaO' EFS. BRu) K?TE PARTNERS. LP. 021 AWN MA F', SUN No, CMRL: T Sl'.I_i._ , IIRUMA 22902 PINE 434-979-2900, CONTACT MR. Rn,JA;R PARK TAX MAP PARCEL NLiMBE=: 075L)C 130-00 , :.g, PE,_O r:.'"Y ADDRESS: NOT ASSIGNED PROPETA SOL7; KRES PROPERTY AREA TO ESE DED AFED O FJB USE: 0,241 aCR GNNO: R-15 RHODEN, WHRHODE AIRPORT Ar ,,T A ,J.N;V>EC SEEP SLOPES OVERLAY 1 GISITOIr' DI IRK : S/NMIL L MULER COMPRE!-ITNSIVE F'L, N: r1 EANE!GHB0R lOOD 5, PR!4IAR✓ USE UREAN C_NSIT`( DRWK1' /L t WATE^SI r00 O R S C""E� SOL -.I FORK 9j'" NN„ AER' a'ES FAOIR PWPOSED US5 WELT FAMkY RE S11D NJ I AL ICTAL NI AGER OF UNITS DF\L"I 95 Wil -:111 FAMMLY LNUS = 1158 UMN PER ACRE 72 QR MINI S, 24 3M UNTS DENSIS 3ONOS FCIORS ,+FORD')`,'- r40,iSIAN DENS -T` INCREASE FROM 86 CMTS TO 96 LiNITS OR A 11.63% 'NCREASE AFFORDABLE LIN. I_! c(L NT^ ARE-,FFORDAE-L� IIF DEJ L3PM'IEN_ IA,LL COMPLY 1N,IN ALL APPLICABLE COGN,), EF D aF A L6 0WNL, RiP31A,. +' +AER AA21NCE LE 'C NOIAlE 'RCE ( aNK15 H 1P'IK',CK ENGINE .RI ,G, P.,C540--248-7407 rr- (t1E I NL, 1 D I,B BENCHMARK: CHSELED SQUARE IN CLIRN AT N38001 aR3 & E'11-i'SH925 ON TA: MR EF 15 12MG, ELEVATION 500.272 +^,iPERVI !r5 C(})ER tFiEE,1Ptl1G`i: LAND USE: SQFF. Alc.Es BSL WJT ,S' 17360 (187 ASP14AL7 PARKING EAV'INIG 7 4,923 f 72 O '.L_ MITER MOUS AREA: 110962 175 MAXN0+, PA,'H,r;KIN� AND v-U.JLAR C RCL,L-JION AREA S ACRES OR ,923 S -F. SLL2",CKS: IN IRE( -'ARD E B,ACNS THS PRCLECT S 4 NONI-INIFILI_ S 3`\CK ALV._ 1 +;Ivt`dl. fN FCTITnN 02 PWARTY IS A DXT3L L ;RCKA E LIN ';ATH FRG'v NE ON C;OUN Ti GRL . RC)AC (STATE ROUTE 8 AND ,K)LNIR\iPOco R MAD (_ i,ATE ROU F 1112) FRONIT I4,1\X_i,4UMS 00 NOT APPLY It IvM),,iNTcN WOOD ROAD BECAUSE OF RE PAHNOE OF _ Iw'N' iOAT+T U51TAG VEGE T; EN AND STEEP &OPES AS PROVIDED FOR 'N COUNTY 'SECTION '8). FRONT ._ MAY:!MiJNd _i5, .II\q`.CM 5' RHR = 23' SIDE 0' SIEVE > _;ACKSMON - INf _i KEDING SEPARATION: HNNUM {ITA ,(RSETBACK FOR ANY BUILD `N' FAI !' ET IN N' IQT o+A L, FA SEPARATED FRO,id 4NY 4N'OTI-Ek B(JILD'N,,-O-FEET Pi,YS ONO F0,07 OR EACH FWT TFC BATHEXCEEDS FCEI IN HOW'_ Al-AXiAIU6' I:-.IGr: OF STRL.C'URE: GUMCH OF EMPL ,_ES NOT F,. PLJClLFLE IRECREAT CNAL AREA REQUIRED: 700 &F. PER OF IT EXCEED OF TMAL WS . ST"_ /AM, -A. 019 ACRES OR 12037 &E. OS 5," OaA;WUM COWRCI S OR 120W „ OF, RECREATIONAL. ,REP PRCV,'IND. FASaI`t'E DLDIC,A, M OPH SRACE = 105 S.F. CL.Ui3 I-IOIJSE AREA, = 1,825 S TCT C,'T NI_ A -_ &00 S.F. PA': K',NS D'S A: I, AVAAVAA\A\�, BL lDiI USE: MULI FA,WL`( F,ESOENTI\I_ j PACS R f'F_Ot,f't_I., 2,0 `,F,..,CES PER 2 PED nC t,'kl,, Lj INIT 2:0 SPACES PER 3 BED ROOM L)NIT 10TAL NUMBER OF 2 BED R,130M JNiTS = -_ PO—;AL NUMBER S. CI 3 OLD ROOM IM S — 24 TOTAL NACES RE iR `+ Q0 x 74 .F. UT x 2Q = 521 SI OCH PRODDED '/ HS DEDNEATED 31,5 TAX L 'r KC PER ADA - 1 Aa S V S ARE 9W MOSS O ERMSE NOTED AFF c `ER1 1^,N € 0i. REG: GE LOO LEE '.UDE 220 ;'OCPITY GREE.. ROAD ;S1A E, `ROJFE: 875` NEW CNLY TRPS: 591 AM PEM: 44 PM PEAK: 58 P,OiJRTAI 1r0i;+ TtOAD + TFE RC, 't -1. NEW aNLY TTP3 84 AM RENO b \" AK: 8 -`.r j 1 A 1 Y k' r c^ ' 'T f AFG).A7 STREET, SURE 200 1/7-1LC T.LI 4.;1 2290c - MUM ,LiU t'' y 1 'a r , '� �l ',T -D � , T E.� �''-e'-x GNL ' _xr_L.L 5 D.Pt 0 e t, 006 sV;t�l I, AVAAVAA\A\�, Z.E iia NID wk L. T_Si[LLL HEE I NO. DESCRPTlON 1 10 11 S TAX L 'r ,; R E:.I_ J t I I IT._R CENTER I,.L rrE .HOE PRO,E-NOTES f—NOTESAND VENl KN DETAILS - U I, 3 L ff.:R 6 ------------.-_--- E0.'`04R1” AND E ISPNO �TUTY ...0 <'E" i � I 0' I 10m, 20M 30M L {INCE F -- s / iE } A SM1 ' -- -- -E E C70 -_EF C 156 laws EAU Twad R., 52 wv t a IL} „4 • jeg„I fi PLANAPPROVAL LF',NVINfG ,DNN�N�c Un�TuF _. w II F i7 rCf§k'�Sa:«7 >p 3N,E.E9t:3?�.a" ^i I I"'R0JEC,T Z.E iia NID HEE I NO. DESCRPTlON 10 11 S I I I IT._R CENTER I,.L rrE .HOE PRO,E-NOTES f—NOTESAND VENl KN DETAILS - U I, 3 L ff.:R 6 ------------.-_--- E0.'`04R1” AND E ISPNO �TUTY ...0 <'E" (,tNTER,?V. L {INCE cenl L Ja�ItN:D Etr,L �VPE C>I 7aG COII'.17 `71(1 'rO. L, i?,P:I JR I,'`r' -- s�;v -- NL".NrrT uNE l - r_C Na P.. E c"c. ...- -- - -- --- -- ------ _ ON LADY AM 1NgEOGN PWA D:. L..ILC ft.,N F';RE 6 a—+ S RO'A RWA PLAN [ELTA ;wNG t,.,Toms EAF L FO,fEN!'i LM-EPGR0IlND CONDUIT `,fiC TR?,N LFCR4ER LOCAIONi °LA'.A PROPO. EN CJNTO.IRS ELFN ELE'AGON — �`--- E. ST "+.y SAMTARY .4AHbl_E E'X, EX:S"NO — II F.H. � 6. NATERLINE AND SAMITARY aprtCr2 F Iv, Ewa E\'�FIN. „RAINAGE :, 1=11URE G4O:..NL1 SHOT PROPOSED 'KoN-\F INE MMM SOWER PR `FILE= -�--- --- --- GE &H —2 L,NDS k INh, DETAILS VH �13 I PROPOSED SFORPI K\NER N/F NOW OR FORtOERLY .0 TLNL PLAN x.--3, FENCE LINE _ Nac_u E nE:AT— LS —I 15 —, —--------- -- rack sm"Ry Y.R D TaiL_S --- -- -- -i I tl,; I _,"(PiCAL ANTER LINE DE :IL PV',^,T. F -A/ iAFN':f is II ENTRANCE &V DISTMO , nC TES Ado 00T ROMMU rvPJR"v TION 'vJiRE GP EDGE Or P&DINT i9 "%TE 875 `,ND 1112 MT MN cR-% WU ,AM ''AVIYII•, DARA ON i .— — OPERHEAD C-11UPY UNEc NPO GEL 7NCREf_ PPC aU Pr,A5F I j.OcIDN AND SEOHMENT CJNITR-,S IAN ''D,Orf ,! I d) < l 0D3. OF t,fiY �s jflALT!{CyF LS�l —� ---� SAN 21 '..>F 2 SP.Jm14N � , Sh,)IN4EN'7 JN( 701_ L4N N A&D- EMMI J------------`---"-------------' ---------------'-----� ca ', 51. 22 ER +' DN ANI) SENHHFAIT �IN ,'(OL. aVLS mmralN, -DOPORARI ( +.3 { PCILU.1,10N IRIOA l fN PLAN -b.l po L ��C3 �A -_-- c lIWJER VANlt JEN_ _ N—.. t A,_NCE r I 1 I ---------_� ; I I P>�O P u lrtR a ERAS I OP .,- P,,) _bSr,IT H.p~45� NOTE: SHEETS 2,)-24 NEE vF,; .. "Ef8 I w II F i7 rCf§k'�Sa:«7 >p 3N,E.E9t:3?�.a" ^i I mm Z i+ildiRiM k.. uuME 1,N'P, 007 < cl A!a. _.Zorn SOTEt'.T ,T.OJ!' I"'R0JEC,T Z.E iia NID 10 11 S (PQ tC t.Tf. DVTs IT._R CENTER I,.L rrE .HOE U I, 3 L ff.:R ROP D lM1F NE C_ L (,tNTER,?V. L {INCE cenl L Ja�ItN:D Etr,L �VPE -- s�;v -- NL".NrrT uNE l - r_C Na P.. E c"c. ,;NOKE.L AIr,,71\1 r L;N6 JIf- D:. L..ILC ft.,N F';RE [ELTA ;wNG t,.,Toms EAF L FO,fEN!'i PROPO. EN CJNTO.IRS ELFN ELE'AGON — �`--- E. ST "+.y SAMTARY .4AHbl_E E'X, EX:S"NO PROPOSED SANITARY IvlAIIHOCE F.H. PRE HYDRANT -_ —_ -.-- E\'�FIN. „RAINAGE :, 1=11URE G4O:..NL1 SHOT PROPOSED 'KoN-\F INE PIV ERT GE &H EKLSTING 9T"ORhi SEWER VH U:A NHOLE s PROPOSED SFORPI K\NER N/F NOW OR FORtOERLY x.--3, FENCE LINE _ ON CENTER ... PROPER -i" !_INE tl,; 'JTiLi"Il' r':Y_E PV',^,T. F -A/ iAFN':f 'vJiRE GP EDGE Or P&DINT R RV L.. .— — OPERHEAD C-11UPY UNEc NPO GEL 7NCREf_ PPC — - --ONZIERPROUNu 0- TIEL k C it G POWER ''D,Orf ,! I d) < l 0D3. OF t,fiY �s jflALT!{CyF LS�l SAN 5)NT RY wt�'NCr a"0 0,4"5,1q �y. TEi ErL ,�� QXWL ca ', 51. z� mmralN, -DOPORARI SR,N3iS.,i NoN..Ri94:kS G, E. ,TRO Gl_, P. OPn i , R 'R,IL -b.l po RENCf-I bi,4'ii4( A'IF MO ��C3 �A t A,_NCE , 'L OR C.", A �r�s i3 - P>�O P u lrtR a ERAS OP .,- P,,) _bSr,IT H.p~45� T I TOP OF ---- - XiST7{ PRE HYDRANT WO TOP OF GROUND lROPOSED FIRE HYDRANTWffH Yu, C.0 SAV SEI CLEAN Olt'" aLSTIN.. no a M70 .. , RON AN . WNP -- --_ PlOPO.,_D URE & GL"ER Ps .ROH PIN SE, QA S DDM i J wu R MR NQ-1F NOT ?LL L; !'EIJS i.N r•PrT TETE>E sat:'tT. ,& .EGF ,v , mm Z i+ildiRiM k.. uuME 1,N'P, 007 < cl A!a. _.Zorn SOTEt'.T ,T.OJ!' - _ - - - - - - I ALBEMARLE COUNT' GENERAL NOTES: ACSA GLNERAI_ WATER & SEWER COIJDII"IOIJS GENERAL VD0� 1`� OTES '�'Z�11 GENERAL- CONSTRUCTION NOTES FOR SITE PLANS I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) IiNSPFCTORS. THF 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS Or OA' 6 7�-���, - CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPF_R ACSA OFFICIALS Al- THE START 01= THE WORK. AND LATEST Iztvlslows 1'o THF_ vuzcuNlA DEPAIenMENT of rluNskorzrnrlolJ (vpor) s \ 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OP -WAY', INCLUDING CONNECTION TO ANY THE LOCATION OF EXISTING UTILIIIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN Loan AND BRIDGE SPECIFICATIONS Alm) STANDARDS, THE VIRGINIA ERoslolV AND la x - -" 11 EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). ON THE PLAIDS AND WHERE SHOWN ARE ONLY APPROXIMATELY' CORRECT. THE CONIRACIUR SHALL, ON HIS OWN SIiDILOCAENI REGULATIONS. Rr_SuIN CAS. FUND ANY OTHER APPLICABLE ICTTE. FEDERAL y c �' '� THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, INHERE ANY ) INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 114 LOCAL REDS ORONS. MN crsE S A DISCREPANCY OR CONFLICT IRINC BETWEEN �. _ �g - 1'HE STANDARDS OR SPECIFICATIONS AND REGULATIONS, 1110 ISOSI' SI RINGEIJT - , 4 l 0 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALT_ GOVERN. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SHALL coverzw, bo ra - 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND SIANDARDS SEWER CONSTRUCTION SPECIFICATIONS, ,4S ADOPTED BY THE ACSA. f1'IAtOJ '�` 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST' U.S. DEPARI'IJ.ENT OF OF VDOTSIGN UNLESS OTHERWISE NOTED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY'' LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA 'v^-rf-q+-4 3. EROSION AND SILTATION CONTROL L BE INS SHALL RI PROVIDED IN ACCORDANCE WITH THE APPROVED 5. THE ATTER AND SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY F COVER MEAS001). EROSION CONTROL PIAN AND SHALL BE INSTALLED PRIOR 70 ANY CLEANING, GRADING OR OTHER S. ,ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3.5) FELE 01= COVER MEASURED FROM THE TOP OF OCCUPATIONAL SAFETY -k HEALTH (EDEA) RULES AND REGULATIONS. CONSTRUCTION. THE PIPE, OVER THE CI=NTERI_INE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE"- LATERALS AND L_/ REMOVE 18" WIDTH OF _ 3. WHEN WORKING WITHIN VOOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL. WHETHER - 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. WATER LINES, ETC. T FOR FULL WIDTH UI PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT 5. THE MAXIMUM( ALLOWABLE SLOPED IS 2:1 (HORIZONTALVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF (ROADSIDE DITCHES. 71E INTO EXISTING PAVEMENT EDITION OF VDOVS WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 8. VALVES ON DEADEND LINES SHALT_ BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A DES CONTROL FLAGGERS MUST BE CERTIFIED LIN ACCORDANCE WITH SECTION 105.14(C) I 6- PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE FUTURE EXTENSION OF THE LINE. OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. I COUNTY ENGILNEER, OR DESIGNEE, IT IS DEEMED NE=CESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE 110 -LEAD REGULATION BRASS FITTINGS EFF=ECTIVE AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, ! AND VIRGINIA SUPPLEMENT. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). LIGHTLY CONVEX CROSS SECTIDN; CONTROLLERS, LTC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. APER ENDS DOWN TO EDGE OF IT IS THE SOLE RESPONSIBILITY of THE DEVELOPER TO LOCATE AND IDENTIFY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE GENERAL UTILITY 140TES UTTER IN LIKE MANIJER UTILITY FACILITIES Es aR ITEMS THAT MAY BE w HESECONFPL WITH THE PROPOSED NDEO { CONSTRUCTION ACTIVITY. RT MS T APPROVAL OF THESE PLANS DOES HOT rNOEMNIfY CONSTRUCTION INDUSTRY (29 CFR PART 1936), THE DEVELOPER FROM THIS RESPONSIBIUTY. 1. CONTACT MISS UTILITY AT 1-800-552-7001 q�8 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE GENERAL CONSTRUCTION NOTES FOR STREETS: UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VER11-Y ALL UTILITY INFORMATION PRIOR TO 5.- 5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. CONTROL OR SAFETY of TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED 1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 2, ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE NECESsrrVI BY SHALVDOTL BE ADDITIONAL EXPENSE INCURRED As A RESULT of ANY I 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTORS REQUIRED TO DIG TEST PITS IN ADVANCE 01= TRENCHING IN ORDER TO DETERMINE THE EXACT TUP OF FIELD RI0 INITIATION ION OF THE INSPCONTRutt of THE OBE RESER. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN LOCATION AND ELE-'AIION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY HAMRICK ENGINEERING, P.C. Al 6. PRIOR ro uALL NEN of WORK, THL col USE PER SHALL Bt Y WOR SIBIT FOR ADVANCE OF THE START OF CONSTRUCTION. (540)248-7407. PRIOR TO BEGINNING INSIALLATION QF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL PAVEIJENT ACQUIRING ALI_ NECSSsaaY vooi LarvD use PERMITS FOR ANY woRr< WITHIN 3. UPON COMPLETION 01= FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL r. VDor RICHT-of-WAV. CONNECTIONS WITH EXISTIKC UTILITIES PRIOR TO PURCHASING OR ORDERIIJG ANY PRECAST STRUCTURES.HAVE CDR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL 7. I= NFERENC SH THE LOCAL NGE RED HELD OFFICE, a PRE-CONSrRucT01N I SUBMITTED TO VDOT. IF A SUB GRADE SOIL CBR OF 10 01R GREATEIR IS NOT OBTAINABLE, A REVISED PAVEMENT APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. �12' CONFERENCE SMALL BE ARRANGED AND HELD BY THE ENGINEER COUNT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN DEVELOPER WITH THE ATTENDANCE OF THE TOR TOcrOR, VAN OF cou. y AGENCIES, UTILITY COMPANIES AND VDOT PRIOR 70 INITIATION OF WORK. 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE 70 BE EXTENDED 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND B. THE BEGINcOR EASEL NOTIFY INET LOCAL voor RESIDENCY OFFICE VITEN woRL< IS TO BEGIN OR CEASE FOR AIJY UNUE7ERMINED LENGTIi CF TIME. VDOr G TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. SECl10IN 252 AND AS SPECIFIED IN THE DRAWINGS. „.,u� u�' �u� w k� u t'I REQUIRES AND SHALL RECEIVE 48 HOURS ADVA14CE NOTICE PRIOR TO ANY O 5, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE 6. ALL CONCRETE USED IN UTILITY CONSTRUC1101N SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPEED HUMP DETA p� REQUIRED OR REQUESTED INSPECnoN. o FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED Al LOCATIONS NOT SPECIFICATION UNDER 217._ _ _ (NTS s. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY EIA A CONSTRUCTION SECTION ECT Gn � ( ) HYDRANT. ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECI'IOfJ FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, S. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 3.02 OF THE VIRG1141A EROSION AND SEDIMENT CONTROL HANDBOOK. w � 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONF=ORM TO 9, ALL UTILITIES 1-0 BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT 0 / _ SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE, V VDOT GG -9 (Aig o r): _ SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. - WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA 7, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEINI AL DRIVEWAY ENTRANCES SHALT_ CONFORM TO 06T 10. WATER IDIEfi€NS SHALL (3E LOCATED IW AN ACCESSIBLE LOCATION AND SHALL NOT BE INSIALI_ED UIJDER EXISTING STANDARD PE -1. PIPING OR CLOSE TO OTHER FACILITIES. UEPARIIAENT OF COIJSERVATIOIJ AND RECREATION (NOCK) IN EROSION AIDC 0' SEDIMENT CQNTRI L WHO SHALL INSPECT EROSION AND SILTATION CONTROL W 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE 11, WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION OL - CONCRETE -1-0 BE 3000 AND OPERATION. DEFICIENCIES „HAUL BE PROMPTLY RECTIFIED. TYPICAL PAVEMENT SECIION DETAIL, SHALL BE STRICTLY ADIIE13ED T0. SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS. _ _ _ p.s.i. (IMIN.) 10. cONrRAcroR SHALL ENSURE ADEouare DRAINAGE IS ncH1EVE0 ANo MaNrnINEO � 9. ROAD 171AIV APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL '12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE .J ECII-IED BETWEEN ALL WATER PLAT FOR THE PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEIN APPROVAL OF THESE PLANS SHALL ON THE SITE DURING Alun AT THE END of CONSTRUCTION.OPO LIKES AND SANITARY SOWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. -REVERSE PAN TO MATCH PAVEMENT 11. ALL WATER AND SEWER uNes WITHIN ewsTTJG OR PROPOSED voor w BE NULL AND VOID. GRADE WHERE SHOWN ON PLANS AS L""""� RIGHT-OF-WAY SHALL HAVE A MINIMUM FORTY TWO (42) INCHES COVET: AND I G_ 10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC COORDINATION NOTES 4"�--�-R=2" PLANS EXCEPT IN HANDICAPED WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES A7 CONTROL DL AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. RAMP AREAS INHERE GUTTER PAID CONFLICT POINTS. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; VDOT C SLOPE SHALL NOT EXCEED 2.0%. 12. ANY UNUSUAL SUBSURFACE CONDIFONS (E.G., UNSUITABLE SOILS, SPRINGS, _a I IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE LAND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE. _ SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE of � SAFE AND CONVENIENT ACCESS, CONTRACTOR SHALL PROVIDE ALL (NECESSARY' FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING il'I;;=.111 TIIiil'. CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT r0 THE ATTENTION OF THE ,- 12. 1 H SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS APPLICATION FEES AND REQUIRED BONDING COSTS. - _IAAF 11�,-' " �JIy NOTE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UIJTIL AN ADEQUATE w I- - il t (� DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VOOT. D6 -(ERMINED BY VDOT FOR PUBLIC ROADS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEIvIFNI, THE CONTRACTOR IS TO NOTIFY M11pV -, 1":1' Y SEE PAVEMENT DETAIL THIS SHEET 1s. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED c- 13. VDOT STANDARD CD -1 OR CD -2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL THE HOLDER 01= SAID EASEMENT AS TO THE NATURE 01= PROPOSED WORK, AND TO FOLLOW ANY GUIDELINE OTR -`tII� jl'L_ � FOR PARKING L01 PAVING REQUIREMENTS AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLnCEMEfJT AND FILL. CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN 771E RECORDED EASEMENT. 13",IIT(n, =f� , 7" EXTEND SPECIFIED STONE BASE 1.0' PAST wr+r_RE COR ieSTING IS RE4DIREo, A vDor REPREsewrATlvE SHALL BE PR ENT 14. A VIDEO CAMERA INSPECIl01J IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEE ED 3. THE CONTRACTOR IS TO CHECK THAT ALL CASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED ll�u� n BACK OF CURB AND EXTEND GEOT EXTILE FABRIC TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN ILL INACCESSIBLE TO VOOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE PRIOR TO THE START OI= ANY CONSTRUCTION. ft-_- _ SOIL SAMPLES ARE SUBMITTED To PRIVATE LABORATORIES FOR TESTING, THE I- �� = dI UNDER BASE OF CURB & GUTTER SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A CD WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 4. CONTRACTOR SHALL COMPLY WITH FENCIIJG AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY �=�i11u_�_ L PROJECT TO BE ACCEPTED BY voor AND THAT TESTING SHALL BE PERFORMED INCD GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS CODE. - ACCORDANCE VITA ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. 5. VIRGINIA STORM WATER MANAGEMENT PROGRAM (VSNIP) PHASE i LAND CLEARING GENERAL PERIvI17 HAS BEEN •�f _ _ OBTAINED BY THE PROPERTY OWNER. 6' 2,_O,. -THE BOTTOM OF THE OURS AND 14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM C 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION GUTTER MAY BE CONSTRUCTED SEWER TREIJcnes SHALL BE COMPACTED IN slx (B) INCH urTs To ss;, or - CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK MISCELLANEOUS NOTES THIS AREA MAY BE CONCRETE PARALLEL 10 THE SLOPE OF SUB- THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHI'O T-99 METHOD A, . u PRIOR TO THE FINAL INSPECTION. SURFACE COURSES PROVIDED A WITHIN PLUS OR MINUS 2- OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO 1. PORTIONS OF THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE AE OR THE 100-YFLAR AND 500 -YEAR Al THF OP1101J OF THE CONTRACTOR MINIMUM DEPTH OFT 1S DEDICATED STREET RIGHT-OF-WAY. .Ar THE DIRECTION of AGENCY li DENSITY NCE P MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN MAINTAINED. SHALL BE PERFORMED BY A QUALIFIED TIONS. ERT( AGENCY IJ OF TEST � p � al WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. ON THE FLOOD INSURANCE RATE KAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE-- OF REPORTS SHALL BE SUBMITTED TO VDOI DAILY, UNLESS SPECIFIED OTHERWISE. '> W - 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN FEBRUARY' 4, 2005. ' 15. VUOT STANDARD COCD AND UD UNDERUFAINS SHALL BE INSTALLED WHERE INDICATED ,.; CLEARING. 2, THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE �a ��ti Y64YF-k 0 9 c¢t :I P II f p �� � � ON THESE PLANS AND/OR AS SPECIFIED BY VDo7. a -Z w O' 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONIROL PIAN SHALL BE MAINTAINED ON THE SITE AT OF PIPE _AND SERVICES 70 HIS OWN SATISFACTION. 6VY 9 Det U GUTTER G ALL TIMES. 3. HORIZONTAL DATUM: NAD -83 16. THE INSTALLATION OF ANY ENI'RAINCES AND MAILBOXES WITHIN ANY DEDICATED ^ 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS VERTICAL DATUM: NAVD 88 NOT TO SCALE STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND I5 W Q "% (INCLUDING, BUT NOT LIMITED T0, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT q, EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY IIAMRICI< ENGINEERING, P.C. THE REsr'olvslBlulY or- THE DEVELOPER. W o A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN DURING MARCH 2015. 17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE Z '� APPROVING AUTHORITY. 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY' WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY' AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT a 0 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE VDor'S DISCRETION, BY VD01 ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. CONTRACTORS EXPENSE. MANUAL ON UNIFORM TRAFFIC CONTROL On�Ices. Z 7. ALL DISTURBE=D AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND 18. THE DEVELOPER SHALL PROVIDE THE VD'OT RESIDENCY OFFICE WITH A LIST OF ALL W �' '� DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UiVTII_ FINAL STABILIZATION IS ACHIEVED, GENERAL NOTES MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL S. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. - - INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGIHT-OF-WAY' ,c h '� 9. THE CONTRACTOR SHALT_ INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A (MANNER TO PRECLUDE THE PONDING JUST BE PROVIDED THE To THE KNIT AND TOTRESAL PRICES once PIz10Iz UR �r 65 ACCEPI'AIJCE OF T"HE WORT(. UIJII" AND TOTAL_ PRICES MAY BE OBSCURED. a 1. PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF OF THE WATER ON THE SITE, PARTICULARLY' ADJACENT TO THE BUILDINGS OR STORM IINLE"S. `' -, ," THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEVER, GAS, ELECIRIC, TELEPHONE, CABLE, ETC. 19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY ° x ui ¢ , 10. ALL PILI_ MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ARE IID PLACE PRIOR TO CONSTRUCTION OF SUBBASE AIJD/OR PAVAN G. MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE 11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS 3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY DENSITR CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE vDoi ROAD a p ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. I- AND BRIDGE RM THESE IES AND ETM IED A ICERTIFIEDOF COMPACTION TECHNICIAN ., SHALL BE LOCATED WITH A MINIMUM 01= 5 FOOT- SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. SHALL PERFORM THESE TEsrs. CERTIFIED COPIES of TEsr Rmoa7s SHALL BE f � M � c ,� 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE 4. CONIRACTOR SHALL BE INFORMED AND SHALL COMPLY' WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY _ _ SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO , - a > ' SECTION 5.1.28. ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO (NEARBY' POWER LINES SHALL BE AT THE 4" THICK CONCRETE- WALK CHECKING STONE DEPTHS, A voor REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF CONTRACTORS EXPENSE. MIN SLOPE 1 /4' PER 1.0' THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF - ALBEMARLE. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH MOOT AND AWAY FROM 6UI LDING THE DENSITY CONTROL STRIP, NOTE: PROVIDE 30L8 FELT BOND 14-. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE ALBEMARLE COUNTY STANDARD AND SPECIFICATIONS. BREAKER WHERE ABUTTING BUILDING zo. ASPHALT coNcaErE PAVEMENTS SHALL BE PLACED IN AccoapnlNCE INTRA SECTION HOURS OF 7:00 AM TO 9:00 PM. 6. HILL PII°ES SHOWN AS RCP ON PIANS SHALT_ BE REINFORCED CONCRETE PIPE CONFORMIING 70 ASIm C-76, 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE CIO OR OTHER FIXED STRUCTURES = TINED N THE DENSITY CONTROL STRIP A5 SPECIFIED SECTION '15 15. BORh'014!, FlLL OR WASTE ACTIVITY SHALL BE CONDUCTED FIV A SAFE (MANNER THAT IvIAIIJTHINS LATERAL SUPPORT, UNLESS INDICATED O1NE121h4SE ON PLANS CC --6 CURB &' GU]T�R DETERMINED USING N OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, 7. ALL CONSTRUCTION SHALT_ COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PARI" P AND OTHER SEE DETAIL THIS SHE_Ef AND VTI,(=76. A CERTIFIED COMPACTION TECHNICIAN SHALL (PERFORM THESE 1L515, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. APPLICABLE OSHA REQUIREMENTS. s,DE"Au< WIDTH Is ( ) CERTIFIED COPIES OF rtsr REPolrrs SHALL BE SUBMITTED ro wor DAILY, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT 6.D' aDJAGENT 70 PERPEIVU1cuLAR REVERSE PAN TO MATCH UNLESS SPECIFIED OTHERWISE. a vooi REPRESENTATIVE SHALL BE NOTIFIED AND _ _ _ _ 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH _ _ PAVkM4ENl WHERE SHOWN OIN GIVEN THE OPPORTUNITY 10 BE PRESENT DURING THE CONSTRUCTION AND STORM WATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS THE CURRENT" APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY"'S GENERAL WATER AND SEWER CONST"RUCTIOIJ '"-PARIa�i G�iS`TN�-0 - - TESTING of THE CONTROL STRIP. PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECfrICATIONS OF VDOT. AND h.O' ALL OTHER ARES PLANS EXCEPT IN HAN DICAPED �1 17. TEMPORARY STABILIZATION SHALL DE TEMPORARY SEEDING AND Id ULCHING. SEEDING IS TO BE AT 75 LBS,/ACRE, 9 SAFETY SLABS ARE REQUIRED IN ALL STRUCI"LIKES GREATER THAW 12' IID HEIGHT. RAMP AREAS WHLh'L GUTTER PAID 21. m nccoaDAINCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERT'S , {i (t AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX Of- ANNUAL RYE GRAS AND SLOPE SHALL NOT EXCEED 2.0`0. OF THE EX (36) INCHES AHD MINCER SHALL A EXPLORED BELcw THE BonolM i E.11.U,' / 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONISTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP / of THE ercavnnoN ro bt-rErzMINE THE TYPE AND CONDITION of THE fp CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL_ RYE, OR MAY THROUGH AUGUST 10 SOIL MATERIALS SUFFICIENTLY DRY, PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION On TO CONSIST OF GERMAN MILLET. STRAW MULCH I5 TO BE APPLIED AT 80L6S/100SF. ALTERNATIVES ARE AND EQUIPMENT AS REQUIRED 1-0 MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR I EXPLORATION 70 THE ENGINEER AND vuoT Folz APPROVAL PRIOR To PLANTED SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP . e. .. „-TS-r PIPE. Foun'DnrlaN DeslcNs SHALL COMPLY WITH vDoi ROAD AND BRIDGE -ycC,. " - STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION 0 I- 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIF=IED IN THIS SECTION AT NO % ,}F ,-- ''Zs_ _ - - ` - � - �.7, L,' i -`r ,rzL .Ul/- 1�1S V�,,(I IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION GRADE LIMESTONE SHALL BE APPLIED Al" 90LDS t000SF. INCORPORATI.0 (INTO THE TOP 4-6 INCITES 01= SOIL. 1 -J�-P > >�CJ�:-.r hti. Y � �S�J'� / - ADDITIONAL COST TO THE OWNER. kY 7_ >J, 6 . .,N 'L( STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOI'. s a. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND---i?1--111= IjT f1�.-111-.� I.I r - 'si a - SEEDING SHALL BE APPLIED AT 780LBS ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND - - - __-___-------rw -__ --,�<I-- .Q�CYs-�;�r�'?vTt>v - r- -^ti'-:� zz. THE FOUNDATIONS For. ALL Box cuLv[krs SHALL BE INvesTcnrEO BY MEANS of �_}p��Jp� 0-5 / HYDROLOGICAL DATA, INEIdOVL WATER BY BENCHING, SUM(' PUMPING, DEEP WELL PUMPING, OR OTHER METHODS ',_-It - �._ 7 't __(III -_I -- EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOU14DAIION ELEVATION TO % PERENNIAL RYEG BASS OR KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED AT 801_BS/1000SI=. TO PREVF_NT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO IIS -,5 >> - 4 L _III-:- �i ALTERNATIVES ARE SUBJECT TO ,APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. - - d. VDOT INO. 21-A, ,,_I ,K _ '-'J-s.J'..., '' � ,I,� DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CCNTrzgCI"oR Q" PREVENT REMOVAL OF T=INES FROM SAIL PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT - �. ,, - nY S SMALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT- FINDINGS OF FOUNDATION 0 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR ¢ AGGREGATE UNDER II-� --__.__- - EXPLORAnON To THE ENGINEER AND VDOT FOR APPROVAL PRIOR To CONSTRUCTING EROSION- OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER 'UT I;_y_-�-=`''� CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO DE CLEANED WHEN LEVELS IS COMPLETE. SIDEWALK /}J Box. FouINDAT1oN DESIGNS stlaLL COMPLY WITH voor ROAD a1Jo BlzlucE Uj 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN 12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT ./ - STANDARD PB -1. CONTRARY To THE STANDARD, WHERE ROCK Is ENCOUIJTERED AND NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING SUBGRADE COMPACTED SEE PAVEMENT DETAIL THIS SHEET CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS of BEDDING SHALL BE SIX (6) SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. TO 95% STD DENSITY FOR PARKING LOT PAVING _REQUIREMENTS INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION SEDIMENT TO HALF THEIR HEIGHT MUSH DE CLEANED AND REPAIRED IMMEDIATELY. 13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO 10294 (TYPE S) SMOOTH WALL INTERIOR _ - IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL EXTEND SPECIFIED OUR EXIILE FABRIC AND PIPE, (MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AIJD S1'ABIUZATION SHALL BE DETERMINED BY THE ENGINEER AIND APPROVED BY voor. SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION ROAD AND BRIDGE SPECIFICATIONS. AGGREGATE BASE COURSE 1.0' BEYOND CONTROL INSPECTOR. BACK OF CURB (lYP) 23. APPROVAL. OF THESE PLANS SHALL EXPIRE ENC (5) YEARS FROM THE OH7E 01- p'� 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL RI PROVIDED IN ACCORDANCE WITH THE APPROVED THE APPROVAL LCGER. Q- .?""� 21. THIS PLAN SHALL DE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL_ EROSION CONTROL PLAIN AND SHALL DF INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. -g-�� N� ,p g� p pm ,. _2 4. voor sralJDAkD cc -1z Duke RAMPS SHALL BE INSTALLED INHERE INDICATED ON (WATER PROTECTION ORDINANCE SECTION 17-204G.) 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE tl E � CAL SCFE A .6��0. DETAIL THESE PLANS AND/OR AS SPECIFIED BY VDOT. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE SLOPE IS 2:1 HORIZONTAL:VERTI CAL WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO _.,�° THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B. ( ) -- � - - 25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AIJD/OR AS _1r BE ACHIEVED. rvor ro PROPOSED 014 THESE PLAIDS IN ACCORDANCE WITH VDOI'S INSTALLATION CRITERIA. 6- ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIF=ORM TRAF=FIC FINAL APPROVAL of THE GUARDRAIL LAYOUT ro BE GIVEN BY VDOT AFTER I CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. GRADING IS MOSTLY COMPLETE. 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALT_ IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH _ `v DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE.I- 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALT_ I 0 0 COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED mss+, 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO ,�' MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST To THE OWNER. 2 1 NON -CONTROL JOINTS 10 BE 6'- 4-000 PSI CONCRETE W/ --- '--" ----- TIED TOGETHER USING 5/8" CONTROL JOINTS EVERY 10' *V=L='N1111Er=1111,�.C! DOWE_LS 18" LONG SPACEDS l� L UJ � AT 12 -INCH CENTERS @C _' INO. 3 BARS -012' O.C.t- ,�� , , ��EACH WAY CENTERED IN pa .3" -^-= -- -�---- SLAB ,-111, , 1, r , r , I „ , , . r ,r : ,r r r : „ u , , 50 _j --r d ''14 Zoning Certification, cont'd dCC �oJv o 6" AGGREGATE BASE 0 0 0 0 0 0 0 0 0 0 � 00000 ,oU" vDOT No. 21-A 1 COUNTY OF:VP-kililhtARLL CulTellf ZOnin R -l. av �' g:�5_._ldPnlial TINA Ilti-F-anvil Cll �wina n densiiv of T-ificen (1 51 units n -r a �re ,�i r / / / / / / i �\ - November 30, 2017 Ucparf 1 Nf-t-C-nlmun ilv 11, Win pmCn( �F:�%��\ \\%\\��\i �� \�\\i��\\\��\%�\%��\�\\��� g x p and the following other applicable conditions: Additional banns density is allowed for the Mr. ChriSta)her P. Perez am ntetmu"a tzu:m,i;. 22 wine affordable housing being proposed in order to achieve file cddiiional 12 Units for flee total cT,:nlou�•,.;nA, virgi,na _ienzLAST° - Senior Planneran Im Panni wsm zvn-sSBz Fa, 034) eT-aI:U of 96 dwelling units, Im SUBGRADE COMPACTED TO County of Albemarle 95% STANDARD PROCTOR < Zoning Ceriiiicaiion t��l�'�°�"' PAVEMENT ����� DENSITY. 4.01 MClntireRoad Other DesCliplive Informallon: Charlottesville, VA 22902 DATE: Sepienibei 26, 201 7 "- ----- FOR CONCRETE DUMPSTER PAD RF_: Recreational Amenity Substitutions for Brookdale I -_ NOT TO SCALE TO: Virginia Housing Development Aulhorify --- - - - Dear Mi. Perez: 601 South Belvidere Street Richmond, Virginia 23220 Affenlion: Jim Chandler LOGIT CEMIFICAI'ION: The purpose of this letter is to request substitutions for the required recreational facilities for the development entitled BroOkdale. The reason for the request is safety RIE: ZONING CERTIFICATION g pP l Check one of the followin CS a ra DNOte: concerns with swing sets and springer animals. In addition the basketball court does not JOB No. 17-0182 match up with the majority of the targeted demographic of this development and can become a nosie nuisance for those not using the facility. Name of Development: Erookdale SCALE 30' > 1 he zoning f or the proposed development knowledge, ed above is re Fier for the proposed Specifically, the developer would like to provide substitute facilities Tel the residential development, to the bell of my I:nowledge, there are presently ITP zoning Name of Owner/Applicant: Bioakdole Partners LP violations outstanding OJT this property. No further zoning approvals and/ci special use requirement of two (2) tot lots and a half court basketball court. One tot lot and the half 9 Home of Seller/Current Owner: Mounfairnvood Propellies LLC _ _ permiis are required. basketball court would be substituted b y the fa within n _ , covet su t facilities it in the clubhouse elli g DATE 10 /23_017 - ---_- 2" HOT ASPHALTIC CONCRETE -NOTE: IN AREAS WITH THE HATCH SYMBOL with the passive recreational oppoltwlities within the combined 0.19 -acre area behintl SURFACE SM -9.5 AI_ PROVIDE AN ADDITIONAL 2" OF buildings 100, 200, and 300. The amenities within the clubhouse include a fitness { ❑ The development described above is an apcloved nonon-confonr,ing use. To the best of VDOT IM -19 TNIERNIEDIATE COURSE REVISION DAl ES: The above -referenced Owner/AppffCanl has asked this office 10 complete this form - . 7 center, yoga/stretch area, Community room, and selling parch. The equipment within thO my knowledge, there are present) JaO-Zoning vlolali0 s outstanding On ibis property. ASPHALT IN ADDITION TO THE UYPIC,4L letter regarding the zoning of the proposed Development (more fully described )� second tot lot would be substituted with the attached modular play facility. j No fullher zoning approvals al of( specia l0�rnliis ore required. PAVEMENT SECTION j below). This Ceriific0fion is rendc-red solely for the purpose of confirming proper i zoning for the site f - �rJ ,, co file Developme nt.li is solely that This letlel willelusedb)' - _:_�_l__%_j �i�j--- P1Cj.1 �f � o- s request is appreciated. If you should have any _ Your consideration of Thi- �s ="-=-- 6" CRUSHED AGGREGATE BASE TYPE 1, VDoi- 21-A the Virginia Housing Development Authority ss OV for the purpose 0f 'S Qu liified Signafv- IT- , - - . r fr .�iT'�x;'Y ` ;" ' questions, or need additional infol'mation, please contact me at your earliest whether the Dcvelo menf ,('16 "Y�'�, �K,Y --_-COMPACTED TO 95T STANDARD PROCTOR DENSITY. p qualifies for paints availoble under \ HDA's Qualified Ronald L. Higains, AICP _ ___ s r�'t�- �j"Y(`�W1: "I!J PLACE FIRST 4" OVER GEOTEXILE AND FINAL 2" Convenience. AflOeciion ('Ian for housing fax credits. Primed Name - - W' ,V+ ' AFTER COMPLETION OF HEAVY BUILDING DEVELOPMENT DESCRIPTION: _Chief of Zoning/Deh�1V Zoning AdminlsLat Or _____ a- T*) � J j1 CONSTRUCTION OR AS DIRECTED BY OWNER. Title of Local Official of Civil L-ngineer !_77 �S` 1,1\ � `"": , '`, 'z' I1, T""'(_ _ AGGREGATE BASF TO EXTEND 1.0' PAST BACK Sincerely, 1 Development Address 434 296 5832 ex 33225 A \ : `s`\; , � OF CURB. % Mount am ­d Road Charlo i l ell Ile, VA 22903 Phone } 1 Lonadude 35.0069a La1itudc 78 .52.169 SepiembeL26, 2017 ------------ PROVIDE GEOTL-XIILE FABRIC SUBGRADE COMPACTED TO I) _, Dale AS SPECIFIED ON SUBGRADE. I Legal Descripficn; DENSITY,NDARD PROCTOR C��`--t^j. OVERLAP SEAMS 12". FABRIC SHALL 1 � � EXTEND 1.0' BEYOND BACK 01= CURB _ _ �Rdt�S p� t i, A{�±, a't E '�' �`� "E ,�¢� pB Brasil VV. Hamrick, Jr., P.E. +/-5.7 acres of fond with improvements thereon anu' alJ�urlenances thereunto and �'B N'C.��VV'P LIN p r-``�N� CC: William Park I adloinina N,ountainwood Rood to the North and Country Green Roatl to the South, ,n the County of AlSemarlc- Virdinia, idc-niilieC as Td:. MNP Parcel IJumb-r --- FOR �N B NrIF OR DR VES AND ��v,,rA K� N F 07600-00-OU-04eCL V g91L,dr C..6'V"S F9 6-K&eu E•R 6{e3 _ ___-- Proposed Improvements: NOT TO SCALL St -IFFY No. I;nL.wrrl IIIUhued Ilt,.ol!1!.1.Vcron:,.\.A?,,82-15.N,1,.5-1u'- Fa­i,,,u_',R--,ua n\(�'-2-11-/" X New Cdnstruclion: 96 # Units 4 it Buildings _ 119103 lolal f-Idor Arco Sq. Ft. ❑ Adaptive Reuse: II Units P 6uILY119sTotal HOC, A+ea Sq. F1. Of Rehabilitation: _ 11 Units _ _ 11 Buildings _ _ Iola] floor ALea Sq. R. L_ . PLOT DATE-': 01/29/18 SPEED LIMIT— SIGN, 30 MPH yq9 EXISTING 18- I.� EXISTING, DI -3 I 0— C — CURB, INLL-I A�i COTTAGE GREEN WAY (RT. 879) u EXISTING DI 3- CURB INLET' I Ilo \ 1 I ,o � I I II I III � I I �I II I I II t ISN P Ih=503 40 vso INVouT_sI�t I. �I I I I EXISTING 12 \ NV IN— , ID IIJV OUTcS00.9b ill, II 1 !1 1 I o\ \ \ THE DENSE WOODS ON THIS PROPERTY ARE ALMOST EXCLUSIVELY DECIDUOUS \ HARDWOOD TREES CONSISTING PRIMARIL- OF OAKS, HICKORIES AND POPULAR, \ VILLAS AT SOUTHERN RIDGE UNIT OWNERS ASSOCIATION I I I i .. .11, FnGE OF N'OODS TAX MAP 76-4GA GAMBIT', LLC 1, SNOW PAWS, LLC El ALS P.O. BOX 6846, CHARLOTTESVILLE, VA 22906 ZONED R-2 I I \I I S I \ I I G Q, J I;6u I V a � I II'1 \� SII I i ' I I II SOUTHERN RIDGE DRIVE sTT ov�✓, EWER I �EX II 10 IN � IIJ\ I IJ\ II '' "' EXISTING in" CMP COLVER"1' I I I I I i I I I I I I I _ II INV IN II IIJV OUT = 518.57 ff I C C) I � = I I m t7J I o Go O I I I I / I `III ', Li U) w i I I I Ld 3D jl I a J 4l SOUTHERN RIDGE VI IIT ASSOCIAI ION IJ I UNIT AT 1'AX MAf 7056 ZONINED: PLANNED RESIDEN6-12TIAL DCVELOPMEM' Lj I.� EXISTING, DI -3 I 0— C — CURB, INLL-I A�i COTTAGE GREEN WAY (RT. 879) u EXISTING DI 3- CURB INLET' I Ilo \ 1 I ,o � I I II I III � I I �I II I I II t ISN P Ih=503 40 vso INVouT_sI�t I. �I I I I EXISTING 12 \ NV IN— , ID IIJV OUTcS00.9b ill, II 1 !1 1 I o\ \ \ THE DENSE WOODS ON THIS PROPERTY ARE ALMOST EXCLUSIVELY DECIDUOUS \ HARDWOOD TREES CONSISTING PRIMARIL- OF OAKS, HICKORIES AND POPULAR, \ VILLAS AT SOUTHERN RIDGE UNIT OWNERS ASSOCIATION I I I i .. .11, FnGE OF N'OODS TAX MAP 76-4GA GAMBIT', LLC 1, SNOW PAWS, LLC El ALS P.O. BOX 6846, CHARLOTTESVILLE, VA 22906 ZONED R-2 I I \I I I \ I I I;6u a � I II'1 I^I� I SII I i ' I I I sTT ov�✓, EWER I �EX II 10 IN � IIJ\ I IJ\ \ \\ I I I I I i I I I I I I I I �Ir I I C C) I � = I I m t7J I o Go O I I I Oo 0 W !e w Lij _ 0 UJ rr rr co In < JOB No. 17-0182 SCALE 1 " — 30' DATE 10%23/3017 REVISION DATES SHEET No. C, �1-1-004 PLOT DATE: 01/29/18 \ u SOUTHERN RIDGE EAVE all EXISTING 12" CIv1P ✓� CULVERT IIJV IN = 513.99 y e II INV OUT = 51857 I VILLAS Al SOUTHERN RIDGE UNIT OWNERS ASSOCIATION TAX M.4P 76-1205G ZONINED: PLANNED RESIDENTIAL DEVELOPMENT 48' TAPER ON BOTH SIDES (TIPICAL) CENTER LINE NEW 30' VDOT CG -11 ENTRANCE W/ 35' RADIUS RETURNS SEE SHLEf C.018 AND 0.019 FOR 07HER VOM REQ61REAIENTS AND INFORMATION EXISTING DI -3 CURB INLET CQT"AGL- GREEN WAY (RT. 879) EXISTING DI -3J CURB INLET TYPICAL BUILDINC' FOOTPRINT AND OVERALL DIIITEIVSIONS �LUB ROOM W/ KITCHEN & BAR FACILITIES NOTE: THE CLUBHOUSE SUBSTITUTES FOR ONE TOT LOT AND ONE-HALF BASKETBALL COURT. n icn nir. rcnirc 11 BE REMOVED I I 1 I 'I E>'•ISTING 12 I I _III RCP CULVERT 11i IIJV IIJ=503.40 OUT=517.30 it 1' ml I INV I I I I 12'T EXISTING CMP CULVERT INV IN=501.40 ID INV OUT=500.96 II I 1 Y :p '1 \ 11 1 \ \ \ \ GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO THE L=ACE O CURB, PROPERLY LINE, EOP, OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. ANY CONSTRUCTION STAKING COMPLETED B1THE CONTRACTOR OR OWNER BASED ON THE BUILDING CONFIGURATION SHOWN ON THE SITE PLAN DRAWINGS OR ANT' CIVIL ELECTRONIC FILES RELIEVES THE ENGINEER FROM ANY LIABILIT' RESUL7ING FROM ERRORS FOUND IN THE BUILDING CONFIGURATION SHOWN ON THE SITE PLAN. THE ARCHITECTURAL PLAINS CONTROL THE BUILDING DIMENSIONS. 3. REFER 10 MECHANICAL DRAWINGS FOR EXACT LOCATION OF UTILITY PENETRATIONS INTO THE BUILDING. 4. HANDICAPPED SPACES TU EE DENOTED AS RESERVED FOR HANDICAPPED W/ VERTICAL SIGNAGE DISPLAa ING THE UNIVERSAL SYMBOLS. ACCESS AISLE SHALL BE MARKED W/ STRIPES WHICH CONTRAST THE NORNIAL WALKING SURFACE. 6. CURD RADIUS RETURNS ARE 5.0" UNLESS OTHERWISE NOTED, 7. ALL RETAINING WALL ARE ARCHITECTURAL BLOCK SEGMENTAL WALL Sl'STEIvIS. ALL RETAINING WALLS SHALL ALSO HAVE A 4.8" TALL VINYL COATED CHAIN LINK GUARD FENCE. C. REFER TO SHEET 0.014 FOR LOCA1ION OF SITE LIGHTING FIXTURES. SITE LIGHTING SHALL NOT EXCEED 0.5 FOOT CANDLES BEYOND PROPERTY LINES. 9. ANY NEW SIGNAGE REQUIRES A SEPARATE APPLICATION AND PERMIT PRIOR TO INSTALLATION, TAX IA' 76-4GA GAMBIT, LLC & SNOW PAWS, LLC ET ALS P.O. BOX 6846, CHARLOTTESVILLE, VA 22906 ZONED R-2 EXISTING CONCRETE DUCH TO BE REMOVED VI ety\ INV ouT=445.72 EX I RC' STOF�'d 1 I SE\ ER \\ EXISTING INLLT' �v-;-- ]RAGA 54.32 J � � THROA7 1NV=152.64 I INV IN= 46.02 Ai I INV OUT=445.92 -CENTER LINE NEW mo I 24' CG -11 MODERATE VOLUME COMMERCIAL I EIJTRANCE WITH 25' RADIUS RETURNS I I I I I I I 1 I Ip II 1 y C I o � I c. I cc JOB No. 17-0182 SCALE 1 " = 30' DATE 10/23/2017 REVISION DATES: SHEET No. 6y IUD. PLOT DATE: 01/29/18 I I'll II I III I I I 11 SPEED LIMIT -II -I--' SIGN, 30 MPH ', II II I II II i II I I II I II I I I I NO PARKING-�_ SIGN II I f II I II I II I I I II I I I VI I I I II I I I II I I I II I III II II I III II I II I I I II I II I III II ( III III II III II II I II I I I II I II I II I II I II I II II I ' 11 I II I ` III COTTAGE— — GREEN WAY CRT. 879) 0 0 C z M z 0 co 0 a M I I I I I I I I I I IJ 6 B 9 I I I I ACCESSIBLE DUMPSTER UNIT SHALL BE EQUIPPED WITH DOOR HARDWARE THAT IS EASY TO USE AND OPERATE AND IS WITHIN THE REACH RANGE OF A SEATED, WHEELCHAIR -SOUND INDIVIDUAL AS PER THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAO)l 8 -CUBIC YARD LOW TOP AND END LOADING A -SIDE OPENING ELEVATION: 3'4" - 3'8" B-SIDE OPENING WIDTH: 3'3" C -SIDE OPENING HEIGHT: 3'0" D -MAX HEIGHT OF HANDLE: 4'0" E-DUNIPSTER BASE ON FINISH GRADE: 0'0" NOTE: PLACE DUMPSTER DIRECTLY ON CONCRETE SLAB DETAIL OF ACCESSIBLE DUMPSTER NOT TO SCALE BPOOKDALE SITE IMPRACTICALITY ANALYSIS Two tests have been established to determine site impracticality. Because of its topography and the character of the development proposed, the Site Analysis Test has been applied to determine the site feasibility of Brookdale. The following summarizes the process and findings of this test: Step A: OalCulate the percentage of total buildable area of the undisturbed sl'ie with a natural grade less than 10% slope. Total area of the site: 5.76 acres Buildable area of site: 4.60 acres = 200,376 s.f. Area within the buildable area with slopes < 10%: 2.30 acres = 100,188 s.f. Step S: Calculate the percentage of accessible unNs Percentage of site area with slopes < 10%: (100%) x (100,188 s.f./200,376 s.f.) _ 50.00% Total number of ground floor units proposed = 40 units 40 units x 0.50% = 20 ground floor units required to be accessible NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND yam/ LENGLONGITUDINAL TH DEPENDENT FACILITIES (ADAAG) SECTION 4.7. ALL TYPICAL WITH NO EXCEPTIONS. IF ANY CURB RAMP COMPONENT 0I Step C: 4��14�lil Cd2"0al covered units SLO T of CURB LINE SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS CURB CURB CURB SUPERSEDE AND GOVERN. SIDEWALK GRADE Lt PAVEMENT GRADE SHALL MATCH IN THIS In addition to the number of units required by the preceding analysis, all ground floor HEIGHT = 0" HEIGHT = G" FIEIGI-IT 0" NOSE CURB END DOWN AREA. ZERO CURB REVEAL. THOU SIDE SLOPE AREA units must meet the design requirements of the Guidelines if the are served b a 6.0' h11M 6A' MIN h11N. WIDTH J t'Y y y -.--8.0' MAX-+--. 5 '-^ B.0• MAX -GUTTER SLOPE SHALL �1 Y NOT EXCEED 2.07 IN planned building entrance which is on an accessible route, i.e., on a walkway having a RAMP MAXo, RAMP n - - ACCESSIBLE RAMP AREA slope n0 greater than 8.33 % between the planned entrance and a vehicular Or 1:12_ A 1:12 MAX _ - p "' pedestrian arrival point. This requires the builder/developer to review the site plan a SIDE SLOPE second time to determine if additional accessible routes and/or entrances have been BEGIN FULL S BEGIN FULL 6" `� created that will increase the number of covered accessible units. Whenever CURB HEIGHT CURB FI EIGFIT ��� D€WASK GR9p€ 1. PAV€HENT ,k BEGIN FULL 6" - accessible routes Or entrances have been created to provide access t0 the minimum GUTTER SLOPE SHALL 5 ?.A a CUPID HEIGHT NOT EXCEED 2.07 IN GRADE SHALL MATCH IN THIS LENGTH DEPENDENT- �=` © required number Of units, any additional units that may be served by those entrances ACCESSIBLE RAMP AREA AREA. ZERO CURB REQ/TY HEIGHT 0" ON LONGITUDINAL El �` SIDEWALK WIDTH NOTED ON PLANS also must meet the requirements of the Guidelines. DETAIL OF CONCRETE ACCESSIBLE RAIVP TYPE A SLOPE OF cuRe LINE q N -T -S - � The units proposed for Brookdale may be summarized as shown in the following table: 'o BEGIN FULL 6"— DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE C #Ground Floor Units on CURB 'EIGHT 2.0 g ,round Floor Units FROM WALK INTERSECTION BLIICinC GUTTER SLOPE SFIALL Accessible Route SIDEWALK GRADE & PAVEMENT- NOT EXCEED 2.07 IN GRADE SHALL MATCH IN THIS ACCESSIBLE RAMP AREA AREA. ZERO CURB REVEAL. 100 12 8 DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE B 200 '12 8 --- — I 1 300 12 8 T7� 400 40 I'i. ,,• \ TOTAL 40 24 > VOOT CG -128 I -6'x1 B' \ HANDICAPPED RAMP SPACES W/ 8 AccEss AISLE 1 Based on the site and practicality analysis, 20 units are required to be accessible for the buildings listed. This number has been exceeded by four (4) units. RAMP TYPE 1 L- K Gl-UgHO gP EtJ,EP1 �� Ifl pNES�OR�EIGHY 50607 1), \ 2 1 \11 1 m LEGENLEGEND49 1 �= � F\RST L EVEL 53 X11 -1 \ 3 LOWERAI 11111 II \ - \ � HANDICAPPED PARKING SPACE Wj ACCESS AISLE .ACCESSIBLE ROUTE 1 \ I m 1 v c. ) s 1 N \ \ m iI l �1 111 i x w all Al GL �� ACCESSIBLE SCREENED � � 11 .LER 4,rGk I \ \� ; \ \� �V I v! G ARIA \/ DUMPSTER ENCLOSURE c0 \ \ !�-(/ 1 W/ CONCRETE APRON. SEE G 0 l I % SHEET c.015 FOR DETAIL 1 �\ ^2-8X18' -p9 HANDICAPPED SPACES AIS 6' - \ oYJ ACCESS AISLE 1`. 1 \ F� �) AC SF,c 7Ppip �\ \\\ Fsgr^/N/rF Dia ` S �\��/�wr, �F c SAIVCFs' MAnDICAPP SCREENED Iu \ \ RO �G yy ACCESSIBLEENCLOsURF. 1 E APR \\ \\ \ \ Dy, "C'/ ,FC N� � � \l Access nlsiE°I w/ C0 °0\5 Eon DEIrLE_ 1::'<:2/® -��wI ll \ R RAA A gU1LD1MG „iA gU1l01NG 3uN15 PPT 3/A FR NiSg EOc F149p36 35' \ \\ \ FIRST \ \ \\ \ \ \ `` "'a�n °*,s`✓'A ^ `-FIRE SPRIN4Cl ROOM LONER LEVEL \ \ opo l �C, y� G,p c r 9] F �O Gam' dC, J z \ \\ Ox, \ G \ \�®\\"0 \ C (TYPICAL) - CRAMP TYPE B\\ ( /�` -8'X18 / HANDICAPPED SPACES V!/ 5 ACCESS AISLE V1-\ \ ,1 -/ ALLRAMPS INUGHALL COMPLY WITH CP.) III ` I 30' RAA1P � 1.12 SLOPE (8.3'%) \ PROVISIONS OF ADAAG SECTION 4.8 TYPICAL WITH NO EXCEPTIONS ACCESSIBLE REC AREA INCREASE WIDTH OF SIDEWALK 1� TO 5.5' THROUGH OUT RAMP SYSTEM + PROVIDE HANDRAILS EACH SIDE OF VIALK \ _ III ( \�, I.s'n \\ \\q RAMP TYPE C SIGNS SHALL BE MOUNTED ON A POST 3" OR ATTACK -IED TO BUILDING DIRECTLY III 1 FRONT OF PARKING SPACE. MOUNT NO Jt \IttJ 1_ LOWER THAN 4 FEET NOR HIGHER THAN r I\ I1 V PARKING 2. 7 FEET FROM THE PARKING SURFACE TO BASE OF THE LOWEST IS 3_. � :f 2.. SIGN. H FOP. SPACE DESIGNATED ON PLAN AS I 6" AS VAN ACCESSIBLE, PROVIDE 'VAN ACCESSIBLE" SIGN WITH MINIMUM 1 INCH I 1 I -2„ HIGH LETTERING MOUNTED DIRECTLY - o I m' o BELOW 'RESERVED PARKING" SIGN, 1= I 4P,N ACt:ES$Il1LE o CO PROVIDE PENALTY I I 1 1 $100-$500 FINE TOW -AWAY ZONE FEN ILK,( $10D-$�00 FINE SIGN WITH 1 INCH HIGH LETTERING "RESERVED 101Y-Al'i41' 7UMF DIRECTLY BELOW PARKING" OR 'VAN ACEESSBLE" SIGN. DETAIL OF HFlDDICAPED PARKING SIGN NOT 10 SCALE BPOOKDALE SITE IMPRACTICALITY ANALYSIS Two tests have been established to determine site impracticality. Because of its topography and the character of the development proposed, the Site Analysis Test has been applied to determine the site feasibility of Brookdale. The following summarizes the process and findings of this test: Step A: OalCulate the percentage of total buildable area of the undisturbed sl'ie with a natural grade less than 10% slope. Total area of the site: 5.76 acres Buildable area of site: 4.60 acres = 200,376 s.f. Area within the buildable area with slopes < 10%: 2.30 acres = 100,188 s.f. Step S: Calculate the percentage of accessible unNs Percentage of site area with slopes < 10%: (100%) x (100,188 s.f./200,376 s.f.) _ 50.00% Total number of ground floor units proposed = 40 units 40 units x 0.50% = 20 ground floor units required to be accessible NOTE: ALL CURB RAMPS SHALL COMPLY WITH ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND yam/ LENGLONGITUDINAL TH DEPENDENT FACILITIES (ADAAG) SECTION 4.7. ALL TYPICAL WITH NO EXCEPTIONS. IF ANY CURB RAMP COMPONENT 0I Step C: 4��14�lil Cd2"0al covered units SLO T of CURB LINE SHOWN ON THE DRAWINGS IS IN CONFLICT WITH ADAAG REGULATIONS THEN THE ADAAG REGULATIONS CURB CURB CURB SUPERSEDE AND GOVERN. SIDEWALK GRADE Lt PAVEMENT GRADE SHALL MATCH IN THIS In addition to the number of units required by the preceding analysis, all ground floor HEIGHT = 0" HEIGHT = G" FIEIGI-IT 0" NOSE CURB END DOWN AREA. ZERO CURB REVEAL. THOU SIDE SLOPE AREA units must meet the design requirements of the Guidelines if the are served b a 6.0' h11M 6A' MIN h11N. WIDTH J t'Y y y -.--8.0' MAX-+--. 5 '-^ B.0• MAX -GUTTER SLOPE SHALL �1 Y NOT EXCEED 2.07 IN planned building entrance which is on an accessible route, i.e., on a walkway having a RAMP MAXo, RAMP n - - ACCESSIBLE RAMP AREA slope n0 greater than 8.33 % between the planned entrance and a vehicular Or 1:12_ A 1:12 MAX _ - p "' pedestrian arrival point. This requires the builder/developer to review the site plan a SIDE SLOPE second time to determine if additional accessible routes and/or entrances have been BEGIN FULL S BEGIN FULL 6" `� created that will increase the number of covered accessible units. Whenever CURB HEIGHT CURB FI EIGFIT ��� D€WASK GR9p€ 1. PAV€HENT ,k BEGIN FULL 6" - accessible routes Or entrances have been created to provide access t0 the minimum GUTTER SLOPE SHALL 5 ?.A a CUPID HEIGHT NOT EXCEED 2.07 IN GRADE SHALL MATCH IN THIS LENGTH DEPENDENT- �=` © required number Of units, any additional units that may be served by those entrances ACCESSIBLE RAMP AREA AREA. ZERO CURB REQ/TY HEIGHT 0" ON LONGITUDINAL El �` SIDEWALK WIDTH NOTED ON PLANS also must meet the requirements of the Guidelines. DETAIL OF CONCRETE ACCESSIBLE RAIVP TYPE A SLOPE OF cuRe LINE q N -T -S - � The units proposed for Brookdale may be summarized as shown in the following table: 'o BEGIN FULL 6"— DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE C #Ground Floor Units on CURB 'EIGHT 2.0 g ,round Floor Units FROM WALK INTERSECTION BLIICinC GUTTER SLOPE SFIALL Accessible Route SIDEWALK GRADE & PAVEMENT- NOT EXCEED 2.07 IN GRADE SHALL MATCH IN THIS ACCESSIBLE RAMP AREA AREA. ZERO CURB REVEAL. 100 12 8 DETAIL OF CONCRETE ACCESSIBLE RAMP TYPE B 200 '12 8 --- — I 1 300 12 8 T7� 400 40 I'i. ,,• \ TOTAL 40 24 > VOOT CG -128 I -6'x1 B' \ HANDICAPPED RAMP SPACES W/ 8 AccEss AISLE 1 Based on the site and practicality analysis, 20 units are required to be accessible for the buildings listed. This number has been exceeded by four (4) units. RAMP TYPE 1 L- K Gl-UgHO gP EtJ,EP1 �� Ifl pNES�OR�EIGHY 50607 1), \ 2 1 \11 1 m LEGENLEGEND49 1 �= � F\RST L EVEL 53 X11 -1 \ 3 LOWERAI 11111 II \ - \ � HANDICAPPED PARKING SPACE Wj ACCESS AISLE .ACCESSIBLE ROUTE 1 \ I m 1 v c. ) s 1 N \ \ m iI l �1 111 i x w all Al GL �� ACCESSIBLE SCREENED � � 11 .LER 4,rGk I \ \� ; \ \� �V I v! G ARIA \/ DUMPSTER ENCLOSURE c0 \ \ !�-(/ 1 W/ CONCRETE APRON. SEE G 0 l I % SHEET c.015 FOR DETAIL 1 �\ ^2-8X18' -p9 HANDICAPPED SPACES AIS 6' - \ oYJ ACCESS AISLE 1`. 1 \ F� �) AC SF,c 7Ppip �\ \\\ Fsgr^/N/rF Dia ` S �\��/�wr, �F c SAIVCFs' MAnDICAPP SCREENED Iu \ \ RO �G yy ACCESSIBLEENCLOsURF. 1 E APR \\ \\ \ \ Dy, "C'/ ,FC N� � � \l Access nlsiE°I w/ C0 °0\5 Eon DEIrLE_ 1::'<:2/® -��wI ll \ R RAA A gU1LD1MG „iA gU1l01NG 3uN15 PPT 3/A FR NiSg EOc F149p36 35' \ \\ \ FIRST \ \ \\ \ \ \ `` "'a�n °*,s`✓'A ^ `-FIRE SPRIN4Cl ROOM LONER LEVEL \ \ opo l �C, y� G,p c r 9] F �O Gam' dC, J z \ \\ Ox, \ G \ \�®\\"0 \ C (TYPICAL) - CRAMP TYPE B\\ ( /�` -8'X18 / HANDICAPPED SPACES V!/ 5 ACCESS AISLE V1-\ \ ,1 -/ ALLRAMPS INUGHALL COMPLY WITH CP.) III ` I 30' RAA1P � 1.12 SLOPE (8.3'%) \ PROVISIONS OF ADAAG SECTION 4.8 TYPICAL WITH NO EXCEPTIONS ACCESSIBLE REC AREA INCREASE WIDTH OF SIDEWALK 1� TO 5.5' THROUGH OUT RAMP SYSTEM + PROVIDE HANDRAILS EACH SIDE OF VIALK \ _ III ( \�, O Z O T= O 0 0 Z JOB No. 17-0182 SCALE 1" = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. 0066 PLOT DATE: 01/25)/18 \\ \\q RAMP TYPE C \ I 1 ' 1 I1 I1'II 'I I 1 L1 11 II I I 111 I!jll r r 1 I,I II 1 I 11 1� d l I 1 OT CG -128 P.AMP ' I 1 f1� I I 1 I 1 1 I I 1 1 o I `"1 o I m' o 1= I o CO I I 1 1 O Z O T= O 0 0 Z JOB No. 17-0182 SCALE 1" = 30' DATE 10/23/20.17 REVISION DATES: SHEET No. 0066 PLOT DATE: 01/25)/18 EXISTING 18'= RCP STORM SEWER INV IN=517 1 I 'u `d 't I ' 1 EXISTIIJG 12" CMP �° f CULVERT III 1'I I' I uIN =suss » `li 11 INCNV OUT = 518.57 u q P EXISTING ACSA III .IIiI � FIRE IIYDRANI' jj7 1574 sSI, H CNTRYGRN-1-8 I � .1'I ii I�IIII 33 ILII '.Q l 1' m 6III III`I,1'I l � 1111 hail .ISI I I � II Ii i; > I I II, I c III'. FIR- IN: VILLIAS AT SOUTHERN RIDGE UIJIT 0\VNERS ASSOCIATION ill III,. II. I VIII II IIi'i ' I I,I u ill I I TA:( MAP 76-12056 T I ZONINED: PLANNED RESIDENTIAL DEVELOPMENT ' I 111 111 �IJ� I� EXISIING DI -3 II 1 "'' I CURE INLET i�' I11 l 1 EX IS ME[ CNTf'fGRN-1-lA STA 1800 BEGIN CONSIRUC1'ION CONIVLCTION 10 EXISTING �L -EX, SSMH CNTRYGRN-1-7 ' SEE OSA CONNECTION ON E STHEFI'NC 010 I` Cr S MH CIJ RIGRN-1-b % EX. SOME EXISIING DI -3 , '' C1-0TftYGRIN..OT 1-1 11 _ 12 ACSA D.I.DI EE LR LILAC < 1"' - 1-12 b' TAPI ANG VAL\L b FOR PROFILE vlav ..r EX SSI,SH CURB INLET N J CNTRYGRNCOT-1-2C - -- STA. 2+59.24 1`' "'3' -'A 1+3799 1-8" 90' BE{JU 1 `1 G I ACSA WATER CONNECTK)N NOTES 1. CONIRACTOR SHALL COORDINATE WI11H ACSA DURING CONSTRUCTION OF IHE CONNECTION TO THE EXISTING RWSA 12" WAIERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE ACSA 12" WATERLINE DURING CONSTRUCTION AND TAPPING. 2. CONTRACTOR SHALL VERIFY THE HOR)ZOtNTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING TRE TAPPiNlG SLEEVE. ACSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY ACSA PRIOR TO BEING ORDERED. THE TAPPING CONIRACTOR SHALL BE APPROVED 13Y ACSA PRIOR TO THE TAP, 3. A MINIMUM OF 3 BUSINESS DAPS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMEN] OF THE TAPPING SLEEVE A CONCRETE PAD AND THRUST BLOCK SHALT_ BE PLACED UNDER AND BEHIND THE ZAPPING SLEEVE AND ALLOWED TO SET BEFORE THAT TAP IS INIADE. 4. PRIOR TO MAKING THE TAP, THE TAPPING SLEEVE SHALT_ AND VALVE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST, 111E TEST PRESSURE SHALL BE TWO HUNDRED (200) PSI OR ONE AND ONE HALF (1.5) TIMES THE ANTICIPATED WORKING PRESSURE OF THE LINE, WHICHEVER IS GREATER FOR A DURATION OF THIRTY (30) MINUTES WITH NO PRESSURE DROP. ,AGSM SEVVr= INR CONNECT O N QUOTES 1. ALL CORRECTIONS TO ACSA MANHOLES SHALL DE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. 2. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY ACSA Lid WRITING PRIOR TO CONSTRUCTION. 3. ACSA ENGINEERING STAFF SHALL 6E PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT ACSA ENGINEERING A MINIMUM OF 3 BUSINESS DAPS IN ADVANCE TO SCHEDULE A CORE 017 A MANHOLE, 4. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCREION OF ACSA STAFF. 5. GROUT114G OF MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF ACSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. 6. EXISTING MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF ACSA. ALBEMARLE COUNTY FRE Ail,,HD RESCUE NOTES 1. EACH RESIDEN 'AL APARTMENT BUILDING WILL BE EQUIPPED WITH A FULLYAUTOMATIC SPRINKLER SYSTEM PER NEPA 1311. THE CLUBHOUSE/MAINTENANCE BUILDING WILL BE EQUIPPED WITH A FULLYAUTOMAIIC SPRINKLER SYSTEM PER NEPA 13. ALL FIRE DEPARTMENT CONNECTIONS (FDC'S) ARE LOCATED AS SHOWN ON SHEET C13 AND ,AND C14 WHICH IS BUILDING FRONT OR ADDRESS SIDE O THE BUILDING. ALL FDC'S ARC WITHIN 100 FEET OF AN EXISTING OR PROPOSED FIRE HYDRANT, 2. KNOX BOXES WILL BE REQUIRED ON EACH BUILDING. OWNER 10 COORDINATE WITH THE ALBEMIARLE COUNTY FIRE MARSHALLS OFFICE FOR LOCATIONS, FROJECT WATER AND SEWER 1. ALL SEWER LATERALS STALL BE 6 OR 4" PVC SDR 35. SITE CONTRACTOR SHALL PROVIDE CLEANOUT ASSEMBLY AIJD MAKE CONNECTION TO PLUMBINGBPNG COPA RACY RS STUBD T 0 U REFER TO MECHANICAL PLANS FOR EXACT LOCA110N OF UTILITY PENETRATIONS. C017AGE p� ff �J :. SITE CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE AND FIRE r,. 0 9k4AGE - �I� � 6 - - - - - - - t a X8'X4" TEL -- SERVICE LINE TO WITHIN 5 FEET 01 ITiE BUILDING FACE AND MAKE COIJNECTIOIJ '�` II 1 9'X13 1[C GREEN�ny l 1 G' bATC VP LV[ 1_.4 GATE VALVE I DO /(f 'I , r,i. V hr W r0 THE PLUMBING CONTRACTORS SIUBOUT. III I �I W 1 �y e, �� II "'- I p -C STOP k\-` ' THE K. -FT COPPER rr 5/8 METER I RPZ VALVE INSIDE,1 1 \ 81)ILDINL REQUIT'CD EXISTING DI -3- / 1 IU ONI DOMESTIC SERVICE CURD INLET 7-^'1 DOUBLE DETALVECI SI LXIS�IING 12'Y.12'X8 TCL '� I I t ® 1 CHECK VALVE INSIDE 1 E" n 1 BUILDING REQUIRED OIV AN 8 GATE VALVE FIR[ ISERYICL LINE. g6 S 1 l� �.� t` lJ o ` � 1� nx V _ Y N EXISTING ACSA F' I ^ ` =s w�yk :.. - \ FIRE HYDRANT P tiff 'k;,fir Z 0 \ 71455 \ 1 , III I o2 frl JylidV I o 35 35 UCERNL SC 1 "s - CO E --- -- w R, LR VII LAS AT SOUTHERN RIDGE�v \ c � --- \- '➢ J (� ,, -p \ UNIT OWNERS ASSOCIATION tJ'A vj E VITT ➢a TAX MAP 76-1205GAL SII HDP ZOIJINLD. PLANNED RESIDENTIAL DEVELOPMENT V2\ 49 1 vF�� -� o® SERVICLLD���R I,L7ER �.. /� _ V " ,, I v UUILU . 1'C ' � 1• � - ' Cs VF 71 00 v W S p� I : - - \ e.y .0 ✓ �r(i'4y-,:N + L ,\�CQ✓ 4 V4 - mm Pom - 5 f- , 4 _ x D _o Int, 1�y�� m 1 0 li cn _ II, _ \ 1 n a I a. a ; r EMStING STORM INLET I --p s 4. ` x [• N L,1 \ \ -'BALL 'DIJUEISATE DIIAINS ARE 4 All 11 -12 C 1'OP - 488.24 ; fv;\ uL \ CONNLCIED 10 ROOT BRAIN SYSTEM NHCRF INV OUT 47S 04 v a , YA- \ 1 N �, �_ \ ➢ NI ` f NOTED AS CU . PROVIDE THINGS AS NECESSARY ` v `v'= -'v ,{ y�' TO CONNECT FROM. PVC 10 ADS. .111 I 4, „1 �9 ✓ ExIsIINc 1 vT -1 s - pop CULVI_I2T�'-I INV IN -503.40 INV oUl _ I � �r w- 11 III ooz ,� � II ,1 1 N GN(V<VGRW-i J.i 'q J C - �� 9�P A An 4T �o'v 4 .) - 11 n a JI, c L \1) �� TOP 54yH58484.65 75 G� ''J + \YZP - tptJ'\ �@,✓ I `V _ '�F. CD - :1 4 8, ` T' m INV 'up 4b4 r �1 m f S< 1N= E, N,I+J- 4 R -TZ \ i> 2 %Ew HDPr. WATER ' z7'r9•+ ` �'mo cs; /' / GWTRYGIS rr V, r SERVICE LINE 10 T0p IN 480L'03 i O - - „d' x. e� / - BUILDING APER I 490. 0 -, _ v4 / IdLTER 3 '111 I r'v 1 CD' < �`r` i INV OUT IN�49p. In G) \ -cA 1" CORP. STOP 2< i° T11 I( n 0 SOFT COPPER 10 1 MEI Fh EXISTING 12izr_-II' ,' m �I _ ; `_.. 1 - 1 r1Ew F� CMP CULVL II 1 n�� �41": �: CD 1, - s • `x''y P - \ G 8 R.I. � 11 ,� SS ,hN CJTavGR11 )� �'\ CONNECTION TO EXISTING tNV � IIJV DUl'=50096 r1. z- \ N. 4 +'/F}^`s ¢ v'O� - - - _ FF r:/M1\ "s .PS, J, 4_ :-\ m ),U'X`( VA VE a - � /�L log ��0�J 11F%Fo S-", 5 \ A WATER LILAC VA ,. u mA' `'- _ ,.,/. \ �)' o ��90 L'o g ✓0\ 1,4.. G�UG NI -GC I ', I ®z o ' '"_;., ®GJ\° .°d� SE NOTES TAPPING VALVE ?� I - ACSA CONNECTION - - o o Q` P.l .11,1 I sCilils slirLiTlo ti\ t7 i � � 1,s I ; I ca g; uAx s NEE F C. y SHEN TY s,cs�� Jq T ti V \ Ot 1 <� � n � R �� �' N d 1' PRIVATE CPVC BLAZE VASTER TRE ST. c°. - - '.'A. mut ." \x CO q67. j '\'. '\ AFTERS ACSA 4' CONTROLLED BUILDING c �' oo I-8kTC We IFl 4n '1 SIZE PER SPRINKLER SYSTEM P eo i_8 A UVSIGN PIANS IOP. 'AT t ) U E VALVE - -_ ljllr lTl- . _.; V efT J r C I " 7 dH GATE VA '48030n/.: V.F.�S t 1 F 8.ti2•L1 ,5\ 6 JG SOR vy /`sg Za eOFF`'Ga FO I`FC/!qT - /'io NL11 I \\\VVlVIVI,,, 1 'xd �L'li'cI'II ~'Oe;;,, tis, ,� l ku _ -_ UfR L35 GATE VALVE Y6" RF n G \ 4 �8V P) .r'.. s Y+o, A'1.o o. O s D '\ \ y, ,7;// /4 OE•• �/' `j "`°o w 45' 6LAID. ! FRIiy,RcOS/pFc'C• 6 4 Pvc ° 1 r4 s.,,. - - 111' ,v,s;.A- » w - 'I 1 a ®»I N, `y Sb 6.�'I 1 /EOL BG/o4,'SSD o - - v f 1F�Ic T e m J @{ EX. SSMH SI-II;N'DMNR-5-2 EI. t7 0 10 F Co R R ,o � �BOU) gy'1ER nl - .. _. v F4,° os _:..: .r3`` -.cHLc ssmg{ gN1RYGRN-1-2 aLJ�Ei'!s� 1�1 , Hh E, O O C � u1LDING M1 c � r � II F b D, Ic 4''?if Obi Ry AqF - i°''w°:._ LE DLT1-t,TOR IJU _ ' \'' OU6 gUILUI_.,J, 47 IIJV=477 02 /�.-son 3 Ilse,. 10f 46 6`(3FdEaG ! - 1 _ _ \ f T INV oul=y4s 7 C F SyV LVL 11451OE IRE U,.w+ 1 - �riRAL z INV IIJ 4b4 43 fJ 1 V L Rr{ r „o`;. _ G. .\ TO /T.N STFq�H ; ' ,n,N VS QUIRCD 011 F V /';,,,,,,�„ - ;0- 1 NEW IN27463.13 (6" LATERAL -. -i',,. 040 -'. U ') - ,4' X 42 , l _ 6 Ly'y RC WEE E 1 WE C 0. I�� -47' .59 INV ) 'v -1 - SEWERTORM „ �� 6"Si9.935D1 55 NEW FIRE HYDRANT e l? -A \ V VVG 7.0090 o AND 61' GATE VALVE EXISTING ACSA �`1.°'�` _ Sqn,, _ I �yV_47b.19 N�hAL U' I ---_,p �_ �FXISII 5 INLET - FIRE HYDRANT ALT. CONDENSATE DRAINS ARE 5 ADS N-12 - a 'TOP 454.32 }311572 `./\ .I, -- \ 181 1' 35 CONNECTED TO RODE DRAIN SYSTEM WHERE 7"+-u..„„b.a, �„GNy t - =452.64, THROAT INV su IJOTN AS CL'' PROVIDE FILINGS AS NECESSARY - _ IIJV IN 446.02 UTEPI+L V' Tj9W 10 CONNECT IROh1 PVC 10 ADS. .ISI udg [, EXISTINC INV 0171" D.I.5l1Al ER LIIJL NEW 20'x 7' ACSA­/ EXISTIIJG 12"X 72'X8" TEE 1'AX NO 7P WS, _ WAIER LINE EASEMENT AIJD 12' GATE VALVE 1 P.O.BOX, LLC Fc SNOW PAWS, LLC A ALS INSTALL 12 X6' REDUCER AND �O O. BOX 684 ti, CHARD R-2 MILE, VA 2[906 - EXIEND NEN 6" D.I. WATER MAIN '1 p 7.ONEU R-2 TO NEW FIRE HYDRANT' fO TAX MAP 76-46A Irl T GAMBIT. . M31i LIPS 3 SNOW PAWS, LLC CT ALS DBOX 6846, CHARLOTTESVILLE, VA 2290 b zt r O Z OGT ZONED R-2 ` C C1 o CO O A�GI IIA X 4 Loc S:T� =C ' O U 'r r � x M'+ r �crob p z I JOB No. 1'-0152 SCALE 1" = 30' DAT 10/23/2017 REVISION DATES: SHEET No. PLOT DATE: 01/29/18 I 'i I I ' I SOUTHERN RIDGE DR�VE I, 1@�EXISmVG AGSA FIRE H)CRANT / II, III II �i115,3 III 0 z =C I I ,,III I m V �� ii z J" I IIi II � ,III 'i 0 I .III III I --4 m SII I I �I I , VILLIAS AT SOUTHERN RIDGE UNIT OWNERS ASSOCIATION) 23 II I TAX MAP 76-1205G ZONINCD; PUNNED RESIOEJTIAL DEVELOPMENT LA I I III III II ; – ; - i� I I CZE a � w GREEN WAY (RT. 879) r 4 11 \ a a� „ _ 1 1 �0 S FS 11 I} 1 � �Iif TTI w - w S PHASE F 'IRI+NS ORIAC -o /i JUNCTION J0U15 �T(F)h ,E N J CONNECIION TO EXISTING POWER S15TEhl = BOX 11, 1_ 'CCI CN pU 4 BE IN UNDERGROUND CONDUIT. I A�q^ NYE+ G j m POWER, PHONE W. CABLE IN SAMEROPE 1 n � O G.' ry G 3 PHASE POWER II '�»*^� - V6'I 1� Y i G FEEDING THE SITE I 1 '1 SVS 3-3" CONDUOE W 1 1V" el / i NYLON PULL ROPE./1 1 I lER1dl AT'L 6 AVG AT THE POLE IYITH 1W0 PIPES AGAINST THE POLL AND ONE IN l'IiL MIDDLE OF THE OIHER FORMING A TRIANGLE II ', N II 8 P P ro NOTE: PRIOR TO INSTALLATION OF ANY UTILITY CONDUIT COORDINATE LOCATIONS WITH INDIVIDUAL UTILITI' COIv1PANIES. CONDUITS FOR POWER SERVICES SHALL NOT CO -LOCATE WITHIN WATER, SEWER OR STORM SEWER EASEMENTS. V a VV -LAS AT SOUTHERN RIDGE UIJIF OWNERS ASSOCIATION TAX MAP 76-1205G ZONINED: PLANNED RESIDENTIAL DEVELOPMENT' EXISTING ACSf FIRE HYDRANT' " #11455 �llllslll 77ag, 0 c�F�✓1j�'�Q sssyyy dt °sd 4 } 1,' I MCTEt - iSS EXISTING IJTILIT' POLE O s Y U v1 W Q N 'C. LL p 'w l -Z F W W U w�� a E 8 -~ z> 5 0 0 `L.6o oL— L w JOB No. 17-0182 SCALE 1" = 30' DATE 10%23;/20'17 REVISION DATES: SHEET No. 008 PI OT nATr- n1 /?Q/1 R C0 E @@ GREEN CRT. I I II SOUTHERN RIDGE DRIVE I II� 11��> LUISVIRT r.' GMP fR, IN = 51999 SPEED LIMIT - ` 11 \ _ I.. INV OUT = 518.57 SIGN, 30 IdPH - 1 X2_4 O, I I 71 Il I. II I I 0 I-''�1,I I DETENTION CONTR l� SCE DETAIL THIS SIGN syo 10018 WSE = 46'1 I' I I� 121 I EXISTING M I I I z Ir'I I' 10YR WSE = 459 RCP STORM I 11111 w m SEWER -I uav IN=sn.is% IIIA > l - 218 WSE = 454. - ILIII � II 1 i I, }y N BOTTOM ELEV. = 450. ILIII � INIII VIII 1 CLEAR AND GRUB ALL TOPS I,II VEGETIVL MATER FROM ARE 11111 d _Y\\\\/, EMBANKMENT, CONSTRUCT CUTOFF TRENCH W/ CLAY 1,4 PA OF ROOTS, WOODS VAND E I OVERSIZED STONES, AND OR WET SOIL SI -TALL BE USE VIII COMPACT FIJIBANKMENT & C TRENCH TO 98% STANDARD DENSITY. COMPACT IN 3" L I-AYERS. ',- I CURB INLET ILIII I III y� PN ti EXISTING DI -3 1 8 - ' / 0 EXISTINc_Df-3 � 0 07 o�6a I Q CUI.B IN LFI'r.-- _ A" �__'- ftpOTris9,llf` !•9L�o / S9R /d5®. _ Yoh oa o -c 1 �� Air ill, 11 'Z �9) _ _ 4 ER " B] EXISTN, CURB INLET \ \ I I USE �1 ^no CCC[1�iST 6PSE3E o.{G,o 9 �� 1_. II III�I_ I , ONl STORAOGNA = 505-01, J u 110 1 I jII 4 33 e it III 57O � � pis -- - � T'c o 9 a 1 \ I I I I I ILII /Y � b� LL e 1 I -fi 11- 1 z' I � i s cGING vel<T�N/ I A O IB c nvsS I @ <I ZF ', � - I . I :¢ I la ,��' �•. 11 �- 'o � IIi /' QN �,,A"f"\ t u -�% y �y - hxlsivaG 12'-II� CMP cuLvuel I INV IIJ-501.40 I 1 \ % INV CUT -500.96 ! 1 I - I . 11 1 y� 1 rt A 1�_ 11 1 - ' 1• POS' 9 / cq \1 11 1 � \I ` 'j /Ease `F; .��r� ,.o, a✓Ss/ '��y\� 0,( \ \ 1 c � 5 j f �° SpP/t /u c • Sp S lei \ \ \ _ 1 t" � \• \. \ ,3 \ \ c0. ROOF DRAIN {VOTES: 1. ALL ROOF DRAINS CONNECTING DOWN SPOUTS' ARE 4 AUS N-12 @ 2 OB% AIN SLOPE. ALK. HORIZONTAL HEADER ROOF DRAINS ARE 4-' ADS N 12 V12.08% MIN. SLOPE OR 6' ADS N-12 7 08 AIN SLOPE \\ \\ \ 1 2. COORDINATE DOWN SPOUT' GRAIN LOCATIONS \ \ W/. ARCHITECTURAL PLANS \\ \ _ 3. AT LOCATIONS WHERE 1200E GRAINS CHANGE DIRECTION BY 90', UTILIZE 2-45- BENDS \ VJ/ lAIN. 2 STRAIGHT PIPE BETWFCIJ - 4. UTILIZE VA FITTINGS 10 CONNECT INDIVIDUAL \\ \ ROOF DRAINS TO BRANCH DRAINS TEE ) " FITTINGS SHALL NO1' BE USED \ ^I \ 5. PROVIDE AREA DRAIN AND INCORPORATE INTO ROOF DRAIIJ SYSTEM WHERE SHOWN WITH A ® SYMBOL. AREA DRAIIJ SHALL BE AS - Q MANUFACTUI'LD DY OLOPFAST USE 6' INLINE DRAIIJS OR DRAIN BASINS W/ 18' CAST IRON PEDESTRIAN GRATE 2 OUTLET PIPE SHALL BE 6 INCH SLE DETAIL off, ON SHEET 031 oG 6. WHERE ROOF DEATHS DISCHARGE ONTO 111E GROUND PFOCDE A 2 WIDE BY S LONG SECTION C OF NORTH AMERICAN GREEN C350 MATTING. \ AO /NOTE: ALL ORIFICES 10 REMAIN CLOS-D UNTIL THE SI1lE IS STABILIZED C/ �CL 8" ORI DICE \ A usv=aaP.6s _ CL 30"' ORIFICE -`- INV=45.60 30° ,• OR\E O� � / PIpS NOTE: UNTIL 111E SITE IS FULLY STABILIZED IN 111E OPINION OF THE CITY .I Y 6S STR To rz90M THE CONTROL STRUCTURE WILL OPERATE IN SEDIMENT f3/,SKIN Iv10UE. 2 (SEE SHEET 0.020 FOR DETAIL) 2 3 OL SIR 48" PYRAP41D TRASH RACK AS 4 SHEET TOP ELEVAlI01V MAIV UFACIURED BY PLASTIC SOLUTIONS OR EQUAL . `\ 5 6 = 4G2U7' 6 7 47 L.F. 15' ADS N-12 6 2394% 20' EIv1ERGENCI' SPILLWAY 9 5 Lf. 18' ADS N-12 tJ 5.00,% 9 ELEVATION = 4.60.51' � � 117 L.F. 18ADS N 12 ID 8.11-. 10 TOP ELEV. = 459.51' 51 s 0 z 1�+ 30.00" ORIIICE-+.> -=--STO. Iv111 BASE 55 LT-. 15 ADS N-12 u' 0509 13 14 / OPENING - INV. = 45r,.6o' 15 17 5 11, 5/ L.F. iS ADS N-12 V 730% 10d L.F. 15" ADS N-12 1� 200% i 6 50 1 15 ADS N-12 0 • UU"� EX. 18 18 19 31 LF. 30 ADS N-12 CN 11.27P. 143 L F. 30 ADS N-12 O 7.83% 19 20 20 21 85 L.F. 30 ADS N-12 0 8.03% 49 L.F. 42ADS N-12 a' 1.29% 22 Od FIIVV IN = 4.47.68 / 4330" ADS N -1L 744 / TO SPR NO. 20 ' U° 23 24 77 LF- 15ADS N-12 4 100% 24 ,L.F. 4.0, i 31 L.F. 15 ADS N-12 c'+ 2509 9 A f� 01 ARID UNDER TRENCH 501.80 ' x-6.00 ORIFICE \ 1 EMBAIVK(IvIENT & F BOif0lvi OF POND = 450.00' T OPENINO ✓ly INv So i ATCRIAL FREE \ , 1 SOF ON, STUMPS, SOD, "- `l TRENCH TRENCH VJj 1:1 SIDE CICS NO FROZEN SLOPES ES -2 "4as x-30" OUTFALL PIPE D. UTOFF 12 INV. = 449.43' oose 496.72 499..20 TYPICAL EMBANKMENT ENT ECTION CONTROL STRUCTURE (STR NO. 26) LVOT -TO -SCALE NOT TO SCALE 492.97 T \°o a D'ER'AIL OF STORWWATER MANAGEMENT SA&N \ � 1 fG\ \\ \\0`L rh, \ � Ex1snlJc sroaM BNLEI��\`d - TOP _ 4882.1 In TEV CUT47504 m o %V ' / a 1( P, / 9 ��� j✓T_11R, �J sTRi r s TI"-._ �vc � l r; 9 f � 1 sL %C- -1:Y--'P' - - ,°_`I7"���`��9-st?aD,R�} 2 I si .G - _ � t s � - v°�� '�r %W at � �"��` G9 .IV {mom I � � -� � G 8��7 I �• eVl 0 5U 0. - � � aD'4o9 TC .. - _ 5 T I It I/ 1 I 5669 �G R .o '`F`R J _ ARD d _ Vl 39 �y 111 ����-78•r FROIh/� I � _ � aJ�®®"�+ tV 9 / 18�.at �9 69601-DMI3 1, N11 NPT I­IIISt1b 'J tee 1/G, t II g36�1 s /,/ �4 - SPUTT DULOLIJG HIG�36- FPON ' _- EINST LE 79 g4 s f ". 69 .00IA 30.61 6 a 89. IIJICLER _ _ 8 7c 147 50 . FIRC SPR _ - (OVvER .LEVET Gr'1,,941x 1 9 I s �4 _ ��o<.�•- So 1 0116 .-1 o..h0` ` = .1/® „'t� 2] _..�.w""___ _.w•', __®+.^""'. _ 460 GENERAL GRADING, NOTES: 1. TI1E CON rACTOR SHALL PROVIDE BOTH SKILLED PERSONNEL AND SUPERVISION ALONG WITH ALL `RAIERIALS TO INSURE POSITIVE DRAINAGE IS MAINTAINED AT ALL LOCATIONS TO THE PROPOSED STORM DRAIN INLETS. THE ENGINEER AND THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR CORRECTIONS RESULTING FROM THE MISINTERPRETATION OF THE DRAWINGS THAT LEADS TO BIRD BATHS IN PAVEMENT SECTIONS, ALONG CURB LINES OR WITHIN DITCHES. 2. THE CONTRACTOR IS ADVISED THAI LOCALIZED WARPING OF Tlii SUOCLADE, BASE STONE ADD PAVEMENT MAY BE NECESSARY TO COMPLY WITH MARMIUM 2.0% CROSS SLOPES AND WHERE APPLICABLE, LONGITUDINAL SLOPES IhIIIIHIV THE PARKING LOT HANDICAPPED SPACES, SIDEWALK SECTIONS, CROSSWALK( SECTIONS, ACCESSIBLE MAILBOX AND DUMPSTER LOCATIONS TO FULLY COMPLY WITH ADA REGULATIONS. 3. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION AREAS OF ]HE STRUCTURES WILL BE GRADED AWAY AT A SLOPE OF LVOT LESS THAN 1:20 (5%) FOR A MINIMUM DISTANCE OF 10 -FEET AS PIR THE REQUIREMENTS OF SECTION 1304,3 INTERNATIONAL BUILDING CODE (IBC), 2009. STORM SEWER PIPES STR To rz90M PIPE RUN DESCRIPTION 1 2 197 ..F I. 15" AUS N-12 . 2.97'" 2 3 168 L.F. 15" ADS N-12 'C 1.46% 3 4 187 L.F. 15 ADS 11-1' Lv 2.131. 4- 5 5 6 172 L.F. 15' ADS IJ 12 0 2.39 54 L.F. 15' AUS N-12 0 3.91°(, 6 7 47 L.F. 15' ADS N-12 6 2394% 8 9 5 Lf. 18' ADS N-12 tJ 5.00,% 9 10 117 L.F. 18ADS N 12 ID 8.11-. 10 11 79 LF, 18 ADS N-12 u 7,05' .' 12 TEL 55 LT-. 15 ADS N-12 u' 0509 13 14 TEE 4 51 L.F. 15 ADS N-12 UG 1.00% 57 L.F. 15 ADS N-12 3' 0 51;6 15 17 5 11, 5/ L.F. iS ADS N-12 V 730% 10d L.F. 15" ADS N-12 1� 200% 16 6 50 1 15 ADS N-12 0 • UU"� EX. 18 18 19 31 LF. 30 ADS N-12 CN 11.27P. 143 L F. 30 ADS N-12 O 7.83% 19 20 20 21 85 L.F. 30 ADS N-12 0 8.03% 49 L.F. 42ADS N-12 a' 1.29% 22 23 Is L.F. 75' ADS 11-T2 . 1C01 23 24 77 LF- 15ADS N-12 4 100% 24 F 25 31 L.F. 15 ADS N-12 c'+ 2509 DOTE: 59 L.F. IS L'XIS71NG AND 22 L.F. IS NEIV. SEE PROFILE Oil 11-1 C.OIi 1012 I]CTAIL STORI✓ SEWER ST'RUCT'URES STR TYPE_INVERTS TOP NO IN our 1 C.F C6-74 CURB GRATE N/A 497.09 503.a5 2 C.F. CB -74 CURB GRATE 491.24 489.45 495.16 3 It"BCB-74 CURGRATE 437.00 435.90 491.52 C F CB 74 4$3 01 ((1M 3 '1 CURB GRATE 484 87 (FM 14) 482.91 488.12 5 C.F.CH 74 CURB GRATE 488 (N 478'71 482.73 6 C F. C13-74 CURB GRATE 476.60 Ed 47009 FM 16 461.25 480.52 7 LS -2 N/A 450.00 N/A 8 DI -7 N/A 504,21 507.25 9 CD -74 CURB GRATE 50196 501.80 5Ud 39 10 MM 1 49231(6 RD) 4s. S1 49221 500.50 11 ES -2 N/A 486.17 N/A 12 C F CR 74 CURB GRA1L N/A 496.72 499..20 13 C6 74 CURB GRATE N/A 489.33 492.97 14 '. F CB 74 CURB GRATE N/ 'A 885.18 487.50 75 CURBCGFAIE N/A 479.55 433.47 16 F CP-7� URB GRATE 471.39 471.29 478.13 17 CB -74 CURB GRAIIE 477.47 18 DI -7 465.91 465.81 469.25 19 M11-1 454.61 454 51 465 00 20 DI -7 1147 b8 (fN tr9 4/ 68 1.1 : C; 447 58 1,57 25 21 SH -1 446.95(FM 20) 446,85 457.50 22 C F CB -74 CURD CRATL 453.19(6RD) 453 04 456.29 23 C.I CB -74 CURB GRATE 452.85 452.75 457.02 24 MM -1 451.98 -0SG 95 483.00 25 ES -2 NIA 45000 IJ/A 2G STORIdWAILR BASIN CONTROL STR.(SEE SHELL 0 & 20) , S7'OI:N�1WATfR MAIJAGGMENT FACILITY EASEMCIJI'� X10' \l'IDE' DOUBLE _ 466 _ SWING GAPE \�) I I 1 -- PROVIDE CHAIN LINK PENCE VJ/ SAFETY WARNING SIGNS _ - ON PERIMETER IIVV=465.50 I I / O 1 _ o I 1 lTl UJ 1 GO Go I I I 1 'roNI a C 0 d 0 L - Oo JOB NO. 17-0182 SCALE 1" = 30' DATE 10;/23,/2017 REVISION DAI ES: 1=445.72 I ml SHL -El No. C.009 PLOT DATE: 01/29/18 tEXI SANITARY SEWER PROFILE SCALE: HORIZONTAL: 1"=30', VERTICAL: 540 530 � - - � _ 15.30 I .G I ' G 1 �DI 530 5zo sz0 530 1 I I I E ci.l mw a1"N-1 I ' I LI � o � = 1310 ' . 510 520 5 20 I RUCE RIM ELEVATION 10 sGS.a° PROPOSED GRADE EXISTING! GRADE z 'I PROPOSED GRADE ul_ x� �^-�� _ _--.-- '- I I > - _ x I � 510 - - I LxISPNcGrnoe w��z' �Im=��-- 1._- _ --1 _ Ali 510 SDOI _-. - --- --- _.. - _._ 1 --1-_ 500 I I - I 148.76Lf 8" PVIC SDR 35 La 0.577 -C 58LF 8 PVC SDR 35 G 0.44;0 148.t34LF 8 PVC SDR 35 V 01.57" -s 90 500 _ j- _, _ _. - --'3 .93LF-'e' VCP -CIDP OO 1.164" - -... _.. 00 49 _80.61 LC 4 - SDR SS_6 1.0 - --_ - - -- ___ -.__._i- _ _-_ _-_-_... _ __ _.___.__ - _ _ � 8% 1268 IF G" pvC'SDR 15 a 1013V .. - - J 0 F 10 I I 5" PVC-' - PI �o ^r " 418 F VI 4. - IVC T "AVC I� SUR 5 tali 1.084; 33 LF 6' ,11 1 SUR 35 CN 4.503 ! SDR 35U 1.11:L 4.90- - -I 36.Cg' VCP- II . ©5`7J 490 48U o yIoc� . Sc I` _ I 430 1 iw 4-80 1' _ _.._ ___ - - -- - _- _. _ _.._ III _ , - _ 1 - --'-- -. _. - j w I _ ...-- -- - -I�,o I 1! 470 - � - 1.ao 4aa I 1 _ 4130 s I '+ -- -- 121E-50 - "1311-00 131 =L70 4b0 470-1 - -- 1-- - - - 7 - - - 30 14+00 14+50 15+00 15+50 16+00 16+50 1+00 1+ 101-00 -- _- 10+50 0 11100 111 -' - - - 00 _+100 _i�� 50 1_+00 - � � 50 3+100 3+50 EXISTING SANITARY SEWER PROFILE PRIVATE SEWER LATERAL SCALE: HORIZONTAL: 1"=30', VERTICAL: I"=10' 0' TO CLUBHOUSE SCALE: HORIZONTAL: 1"=3U', VERTICAL: 1'=105 530 I- - 30 530 1 _ 530 510 _ _ 510 500 _ 500 c.o.iC -- - -- �' 520 520 5L0I_ SLO S00 I I500 90 _ 490 -.. 5 I I i S I I d > �W I g 510 . -. 510I_--__-•} _ I510 -901�, 190 80 I - s c� �l II I" ISI III 50510 IT PROPOSED GRADE II �� z PROPoscD GRADE `I'I - 'I,,I EXISIINGI GRADE 500 PROPOSED crADC - - 500 500 �s _ ',I n I- -zl 500 4S0 �' z'-� N _ 150 470 470 INCREASE RIM LLEVATIOIJ>olll PIi0r O5LU GRADE EXI571kG GkAfiE IN012CASC RIM CL�IATION ?,001 SOF 35 7.797: REDUCE 1: - i EXISTING GRADE � ��� I TO 491.50 �� �� _ = TO 474.75 �- 6" PVC SDR 35 U' �1823Lr 6" PVC 490 I',I��- 1 _�: ---_ 490 490 _. ___ 1 490 470 -_ -� -� -.._ 7 .93u. �� 11 470 460Pvc 1. 4.60 - - __ -- -- __ '- - _m _ - _. .I _ IY--- i - - JIO d907ORIIA ELLVATIOIJ�1 _ J/ -�^ - - - -- - Ill ij _� - _ L S Ry435F b09% 1UR LI 6" PVC _ -T SDK 35 "34.45, 33.18 LE 8 1 PVC 95.90 LF e PVC SDR 35 a 0 50911 19 LC e PVC Il ! J /� �39 75Lr 6" PV,iDR 35 Cv 28.86'6 CORE BORE CXIS1'IIJG MANHOLE SDR 35 0 6.4,8% I SDR 35 t•� 0.54- - - �LXI571NG GRADE AND PROVIDE FLEXIBLE HOOT 4.80 _ o w _ 4 _.. __._---- _-Elll I_---_. _.96 U5LP. 6" PI _-_ _-. -_-_ 1 �CORC HOVE EXISTING MANHOLE _ 460 4.50 1 III - 450 - - -u 480 $D � " - VC -SDR -35-0' 1.087 �_ _ _� 4�8D 4b'0 AND PI20VIpL_EI.{'hIBLr 9u0T_.- -- NOTL� $%�iOF MAXIMUM -_ I I COFE BORE EXISTING MANHOLE - <' 10.80 LF 6' PVC t OF FILL SHALL BE 8.50 Lr 6' PVC SDR 35 (3 1 08% AIVD PROVIDE REk'IHLE B00T fNN _ SDR 35 0 108P l DETERMINED BI'AASHTO STANDARD J PROTOR TEST T-93 N + 470 470 ----__-_-- _ 11470 4501, _ -_ 1450 440 _ " AND PROVIDE 11_-XIBLE HOOT �M co1.E HDRE EXISTING 47011. -. I+00 - 1+50 --- ---- 2+00 u•� _ 2+50 1+100 _ 1+$0 - 2+00 _. 2+50 -- 11-00 1+90 -.. _ _--2+00-- --- _-- P-1-50 1_FOO 1+10 - - II44o 00 PRIVATE SEWER LATERAL PRIVATE SEWER LATERAL PRIVATE. SEWER LATERAL PRIVATE SENDER LATERAL TO BUILDING 100 TO BUILDING 200 TO BUILDING 300 TO BUILDING 400 S=ALE HORIZONTAL: 1"=30', VERTICAL 1 -10 SCALL I-I�RIZuNTAL. 1"=30', VERTICAL 1"=10' SCALE=: HORIZONTAL: 1'=30, VERTICAL: 1"=10' SCALE HORIZOgTOAL. 1"'=30', VERTICAL: 540 - ---- X11 �. � - ---- - --- - ----- -- ----- -i- - -- -- --- --- - - --- -- -- - 530 2- I 111 I I o L 1 1 II r500 I 11 + u 1 w� l f - g 1 520 _ - = IL EXIST IJ:HNI1oLL --AND ROVE u li �I= AND PROVIDE FLEXIBLE BOOT � � i LI 11 ,^il �� zo GOR[ EXISTING MANHOLE J -CORE I30RE EXISTING 1•IA1 BOLI_ mot - AND PROVIDE FLEXIBLE 73007 1 I _ O' U .. `� i1 -o_ III -o INCREASE RIM ELEVATION TO 490.10 ROVE _!�! AND PROVIDE FLEXIBLE 13007 r'c 490- I PROPOSED GRADE N�-IIVORCASF RIME _ ELEVATION dw -- �--' _ INCREASE RIM CLEVAI'IOIJII I ' U Iv I fy' h TO 483.75 / 510 10 491.50 n ii 1''III' i II -CORE BORE EXISTING MANHOLE AND PROVIDE r4 EXIHLE HOOT'4.79"i" - T -f - - - - - - - , EXISTING GRADE _ _ T- -_ j i - < _ I_ ;� I`zz -- QI I Soo ` 3.5' MIN COVLh h INCREASE RIM ELEVATION t,l P U ta2.9hLF 8 j I 1 S2 IJAILR 1 MAIN � Y L•--�� it i i0 474.76 PROPOSED GRADE n o P �DUCE DIN! ELEVATION 462.84 11 -x !I11 1 4-70 470 10 I Gx�o� ' _ -_- _ : io�l1 EXISTING GRADE I rl ss IM1'�IER 480- I11 II I 460 Lr 8" VCR z.o" 213.07 - c)� _. _ _ , 1 '1 I Q I III 11� __ II IIS f, O� i9 TECOMPACTIONO@- o � I o/ F MAXII DENSITY 11eE'Xl BY -- - I 470 OIC - - 13 vcP- I 2 C?ETCRdViINCD Di Ali � ER H` O S A DARD _ y5 I 1 I - 11 zn�'.zoLP P OTOR TEST T-99 440 � w +Im °ol u 400 of o o' I i j 1 I00 1- '.� SII ofI�`I'IJ ^I II�'AI I i I .430 3o 1 i 1+50 i00 2-50 - l oo +ileo a+00 1150 _+00 5,-50 6+00 +50 7+00 +505� 00 5+50 9100 9150 W1-00 0150 tEXI SANITARY SEWER PROFILE SCALE: HORIZONTAL: 1"=30', VERTICAL: 540 530 � - - � _ 15.30 I .G I ' G 1 �DI 530 5zo sz0 530 1 I I I E ci.l mw a1"N-1 I ' I LI � o � = 1310 ' . 510 520 5 20 I RUCE RIM ELEVATION 10 sGS.a° PROPOSED GRADE EXISTING! GRADE z 'I PROPOSED GRADE ul_ x� �^-�� _ _--.-- '- I I > - _ x I � 510 - - I LxISPNcGrnoe w��z' �Im=��-- 1._- _ --1 _ Ali 510 SDOI _-. - --- --- _.. - _._ 1 --1-_ 500 I I - I 148.76Lf 8" PVIC SDR 35 La 0.577 -C 58LF 8 PVC SDR 35 G 0.44;0 148.t34LF 8 PVC SDR 35 V 01.57" -s 90 500 _ j- _, _ _. - --'3 .93LF-'e' VCP -CIDP OO 1.164" - -... _.. 00 49 _80.61 LC 4 - SDR SS_6 1.0 - --_ - - -- ___ -.__._i- _ _-_ _-_-_... _ __ _.___.__ - _ _ � 8% 1268 IF G" pvC'SDR 15 a 1013V .. - - J 0 F 10 I I 5" PVC-' - PI �o ^r " 418 F VI 4. - IVC T "AVC I� SUR 5 tali 1.084; 33 LF 6' ,11 1 SUR 35 CN 4.503 ! SDR 35U 1.11:L 4.90- - -I 36.Cg' VCP- II . ©5`7J 490 48U o yIoc� . Sc I` _ I 430 1 iw 4-80 1' _ _.._ ___ - - -- - _- _. _ _.._ III _ , - _ 1 - --'-- -. _. - j w I _ ...-- -- - -I�,o I 1! 470 - � - 1.ao 4aa I 1 _ 4130 s I '+ -- -- 121E-50 - "1311-00 131 =L70 4b0 470-1 - -- 1-- - - - 7 - - - 30 14+00 14+50 15+00 15+50 16+00 16+50 1+00 1+ 101-00 -- _- 10+50 0 11100 111 -' - - - 00 _+100 _i�� 50 1_+00 - � � 50 3+100 3+50 EXISTING SANITARY SEWER PROFILE PRIVATE SEWER LATERAL SCALE: HORIZONTAL: 1"=30', VERTICAL: I"=10' 0' TO CLUBHOUSE SCALE: HORIZONTAL: 1"=3U', VERTICAL: 1'=105 530 I- - 30 530 1 _ 530 510 _ _ 510 500 _ 500 c.o.iC -- - -- �' 520 520 5L0I_ SLO S00 I I500 90 _ 490 -.. 5 I I i S I I d > �W I g 510 . -. 510I_--__-•} _ I510 -901�, 190 80 I - s c� �l II I" ISI III 50510 IT PROPOSED GRADE II �� z PROPoscD GRADE `I'I - 'I,,I EXISIINGI GRADE 500 PROPOSED crADC - - 500 500 �s _ ',I n I- -zl 500 4S0 �' z'-� N _ 150 470 470 INCREASE RIM LLEVATIOIJ>olll PIi0r O5LU GRADE EXI571kG GkAfiE IN012CASC RIM CL�IATION ?,001 SOF 35 7.797: REDUCE 1: - i EXISTING GRADE � ��� I TO 491.50 �� �� _ = TO 474.75 �- 6" PVC SDR 35 U' �1823Lr 6" PVC 490 I',I��- 1 _�: ---_ 490 490 _. ___ 1 490 470 -_ -� -� -.._ 7 .93u. �� 11 470 460Pvc 1. 4.60 - - __ -- -- __ '- - _m _ - _. .I _ IY--- i - - JIO d907ORIIA ELLVATIOIJ�1 _ J/ -�^ - - - -- - Ill ij _� - _ L S Ry435F b09% 1UR LI 6" PVC _ -T SDK 35 "34.45, 33.18 LE 8 1 PVC 95.90 LF e PVC SDR 35 a 0 50911 19 LC e PVC Il ! J /� �39 75Lr 6" PV,iDR 35 Cv 28.86'6 CORE BORE CXIS1'IIJG MANHOLE SDR 35 0 6.4,8% I SDR 35 t•� 0.54- - - �LXI571NG GRADE AND PROVIDE FLEXIBLE HOOT 4.80 _ o w _ 4 _.. __._---- _-Elll I_---_. _.96 U5LP. 6" PI _-_ _-. -_-_ 1 �CORC HOVE EXISTING MANHOLE _ 460 4.50 1 III - 450 - - -u 480 $D � " - VC -SDR -35-0' 1.087 �_ _ _� 4�8D 4b'0 AND PI20VIpL_EI.{'hIBLr 9u0T_.- -- NOTL� $%�iOF MAXIMUM -_ I I COFE BORE EXISTING MANHOLE - <' 10.80 LF 6' PVC t OF FILL SHALL BE 8.50 Lr 6' PVC SDR 35 (3 1 08% AIVD PROVIDE REk'IHLE B00T fNN _ SDR 35 0 108P l DETERMINED BI'AASHTO STANDARD J PROTOR TEST T-93 N + 470 470 ----__-_-- _ 11470 4501, _ -_ 1450 440 _ " AND PROVIDE 11_-XIBLE HOOT �M co1.E HDRE EXISTING 47011. -. I+00 - 1+50 --- ---- 2+00 u•� _ 2+50 1+100 _ 1+$0 - 2+00 _. 2+50 -- 11-00 1+90 -.. _ _--2+00-- --- _-- P-1-50 1_FOO 1+10 - - II44o 00 PRIVATE SEWER LATERAL PRIVATE SEWER LATERAL PRIVATE. SEWER LATERAL PRIVATE SENDER LATERAL TO BUILDING 100 TO BUILDING 200 TO BUILDING 300 TO BUILDING 400 S=ALE HORIZONTAL: 1"=30', VERTICAL 1 -10 SCALL I-I�RIZuNTAL. 1"=30', VERTICAL 1"=10' SCALE=: HORIZONTAL: 1'=30, VERTICAL: 1"=10' SCALE HORIZOgTOAL. 1"'=30', VERTICAL: 540 ! 530 1520 O z LD > o > C6 0 `l I U w � � o IY w a Lu w o' j Z LU W 1�1 a o � W Yo C W� 0 L° I nI St0 J013 No. 17-0102 SCALE 1 ° - 30' 500 DATE 10/23112017 REVISION DATES: 490 480 470 1160 SHEET No. 14; a50 1 PLOT DATE: 01/29/18 - ---- X11 �. � - ---- - --- - ----- -- ----- -i- - -- -- --- --- - - --- -- -- - 530 2- I 111 o L 1 1 II 1 I 11 + u 1 w� l 520 _u) _ Exlsurac wiTue wnuJ DL-Pni --. - f ASSUMED A7 351 FFE7 COfJiftAC1�JR - z - 1 I _ O' U 10 PROVIDED 1x51 PID' TO VERITY FIELD UEPiH PRIOR 10 CONSIRUC1 ION r I I U fy' h 510 i � - T -f - - - - - - - , EXISTING GRADE _ _ T- -_ j i - < _ I_ ;� NOTE 950Y" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO STANDARD_ QI I Soo ` 3.5' MIN COVLh h PROTOR TEST T I 1 S2 IJAILR 1 MAIN � Y L•--�� it i ��', PROPOSED GRADE n " _ I rl ss IM1'�IER 480- c)� , 1 Q I III 11� __ II IIS �Ij o � I Ii I 470 OIC 2 _ y5 I I i w +Im °ol u 400 T 1- " I- 0170 _ _ - _ ��IQUTr 014 ACSAHEFT 0.007 TI0IV ESTES OW 611ELT 0.007 l •L50 1 12+50 11 -UO 1150 21�00 2 + 50 31-00 3i-50 41 -UO 4�+5D 5+00 Si -50 61-00 G+50 7+00 71-50 31-00 WATERLINE PROFILE I SCALE: HORIZONTAL: 1 "=30'. VERTICAL: 1 "=10' ! 530 1520 O z LD > o > C6 0 `l I U w � � o IY w a Lu w o' j Z LU W 1�1 a o � W Yo C W� 0 L° I nI St0 J013 No. 17-0102 SCALE 1 ° - 30' 500 DATE 10/23112017 REVISION DATES: 490 480 470 1160 SHEET No. 14; a50 1 PLOT DATE: 01/29/18 00 540 - 54.0 a \ SIR 7) 6TR STI. 5 (\5iR 4/ �Sl'R .i/ \/57/ 5` �'� 0 530 520 i 0 1 4 I.! E ��o 5' I 510 �I d. a it 1 bl w > 1w Ell ' I D II o w< 1'tnRAUEI - -_ _ 500 z - _:n _ �,-z w ~-.: o�� >. 500 > L of � C;(ISl'llJta NCG i it I„ PROPOSED GRADE _ — 11S'IJ 1 OI 2.97/ PD' 97 LF 490 - _. _.. ' .. `._ _ _ __.. - i- _ -.... �_ _ _ _ I; _ _ ,-i -_�% I'i _... - --- -- - --,, .-------- -------_-. - <690 o <a ----____\ r w _ 168 Lf 1 ADS I 11 - I Z � _ Lf 15 ADS N-12 Ca' 2.337 - ¢ CL U N __- 430 �480 5' ADS I1 _4 38, 172 00 r ,LD ul IZ 54 LI 1539% I- - - _ - - ; CL 470 470 g vi 460 II 460 Z -- --_/ - u- - - E �>'1G II I '1 '1 I 'I,�, / 4.50 450 IL. I 440 _. _. - 1 _ ---- - - - --. - __- -- ---I _----- --I. __.__ - _. _. -I!, _. - __ ---- - - _. - ---I ----- --.. _.. - -- --__. i- -- - !- --. - _- -III. __ _I - _- _- I_ _._ _ _- 40 h II _ - 1+00 1+50 2+00 9+50 3+00 3+50 100 4+50 5+00 5+50 6+00 61-50 7+00 7+50 2-1100 8+50 9+00 9+50 r, � STORM SEWER PROFILE STRUCTURES NO. 1 THRU 7 w a SCALE: HORIZONTAL: 1"=30', VERTICAL: 1-=10' I a w 530010 530 530 530 520 _ I 0 ti 10 500 _ _ _ - _ - - _-- _ - - _ _ - _ _ 500 _----- ----.. _..-./ _ -_ I SIR1�7) _---... - m^TE, sr. 15 �/ \ slr s) a 1s) TR te/ \sT` a 'r 'N7'C ISIR 12 500 490 _ �1U SOQ oIcN` f II Nll 490520 20 510 �3[ PROPOSED GRADE --w - ---_ II >ol » jlo , O 510 "' o iz _ it _ -.. ' 510 510 - - - __------ i� ---- - __._. - --- - -' 510 500 -.. _ _ __. v i o_.. 500 490 - - - _- - 490 q.80 480 ------ ___-.. . la tt mC W II + II- a+ L PROPOSED GRADE (I�(� 'i- IIo _�<I_>O �' .�� :,, col a> ,n= -_.__ 4u0 470 __ _ 2 O _,OOi, _ 500 � �- - - 500 S00 _ = � H � �- - - 500 490 '1 _ I - 490 480 - - — — - ,). toLF 15"- Pos N-12 1 2,00% - _ _ 11� IF 1?= ��r 4 /0 � f - - - - GRADE--- A ^ o. 4 a � _ _ _ -- PI' OSLD S/ LI 15 ADS IJ 12 O 1.30. I f' 15.ADS �I Ir 121 0 50/ HGL OYP) IIRST '0' 0 AMER EXISTING u'RAD 1' 490 _ -__ _, _ - ` 490 490 _ _ :{.,,0 Q50 157 Lh 15 ADS ! 480 470 EXISTING GRADLJ 470 a-60 ; �f;JSTIIVG GIiAUL , Q �HGI_ 1YP 4.6p .n. •n... - - -. - AUS N-1° (�� �. �. 57 Lr tll` I f L 480 :I - -----..._.--�---------- - 480 480 ------ �)q- -- - -----� 480 4701 1 --I ----� 4,70 4601 460 450,' 450co I I 470 470 470 4J0 460 -_ - - a60 450 450 440 _ 440 - ._. _ - _ - I r I _ '� --� -160 --_.- _- '_.-���_ � � _ � I: -III _ _ i 460 ,- _ _--- - _ - 460 - - - - 1 - 100 _ - 1 +00 -. _ _ _1_i-�0 __- 2+I, 450 4.40 440 {30 - 430 �'d"t., �, o 1+00 -1+'. 460 M15o _-_ _ 50 21-00 H-00 1+50 21- 00 7+00 1+50 2-1-00 11-00 1+50 2+00 2+50 3+00 STORM SEWED? PROFILE STORK SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE STRUCTURES NO. 12 THRU TEE STRUCTURES NO. 13 THRU TEE STRUCTURES NO. 14 THRU 4 STRUCTURES NO. 15 THRU 5 STRUCTURES NO. 17 THRU 6 9 ry SCALE: HORIZONTAL 1 "=30', VERTICAL: 1"=10' SCALE: HORIZONTAL: 1'=30, VERTICAL: 1"=10' SCALE: HORIZONTAL: I"=30', VERTICAL: l"=10' SCALE: HORIZONTAL: I"=30', VERTICAL: 1 "= I o' SCALE: HORIZONTAL: 1"=30', VERTICAL: 1 "=10' p � �9 �rr _ 520 -i - - _._ ----- 5_0 520 5-'0 550 .--T-- 550 Sl> 1. 22; -� LX Sl'R (STR 21 Sl'I. 2 - �I I �\\ LTR ST 3 slr is / S70 J1U _ - - _ - - - Lk S1'R 51'R 71/ ST( R 10) ST13 8 510 /� - - , �,- �, -- - - -- I `— - - - -- - -- - - ---- ----- - 540 j �+L,@eF9 C �I c ---- - - - - -- - - --- - --- - _ _.. /. o:n O90 540 - t - _ _ .e.� ( STR _5 'I S1;R 9 Lu Lu CC N' 500 ME Soo boo ,- 500 5doLU I I I < -_____------ --- � - -- ---------- II _ 1 -...- _ - .._. 1 r G� II � '� � '' 330 - _ - - r �{u�'p - �I II � °rC - � I I � 11 aI o --- GRADE 490 490 490 -_ _ __ _ -- Irtc:490 520 1 - �� _ _ o - 520 -- -- - o o --- - - - - - - _ U 1 ` T - I ~I I - � EXISTING �/III.. /_� _ o=I =.I -o a o L v L II i i II it III n QI j 430 ------ -- - - d �' -.I ----- , q.30 430 --- z - 460 510 !� — - o / - --- :o _..... o -- -- - -- -- ' -__"' °� --_II - _.. _I. J.. ------- - --.. - -.. --- --'- ----- ---- - - _ 1510 1 oii a" I E:1 — I-- M2 'I W"G " J013 No. '17-0180. it 5I 'n II N II III II /// '' 1 PROPOSED GRAUL — �z z C,« I'� �,-, 'III /'� n' 1 _ '� j �I� lv-i2 �s�ooe 470 - -- - - z-- III ----- - of c oei- _ T N = - ----- ----. __- i- o --- -- ---- -- - - - _- __.-_....---___. - - - - - L'- - i III. _ ry - o... __.. _ PROPOSED GRAf1C-I _ _ /2 - - 4.70 J00 ' _ a o o J t % 3 u 50o SCALL 30' F j I G` c I � EXISTING G).ADL _ w=z 470 470 _o y/ 59 a L T S z _ i Ds DAT 0/23/2017 -- - L,(1LND IJrw 1 n 460 ,. I- _-- _ 4ao 46o N �I-,z 3u ADs 460 90 �e5i L' REVISION DATES: L- N -t_ (� tt.27m ---- c 7 ! _ _ - -- - 490 �7 18' nDs N_i;i HUL(rrP) - n o' — - --� Iib : � I 450 771 LP is" AD s N-12' 1.ao" ,I _ / _ _ _ -- _ _ 50 48 _----- _ 30 o Oso \ - - o _ I -L (TYP) IJ -12 O 250;6 _HG (T1P) 13 LF IS ADSJ i35 1'. 1 1 III �!4 O i �4 IJ -12 U 1.00/,, �� - L-- ------ 9 LI 42 ADS N-12 6 1.29! I. , LX. 66 Lr 4r RCP 0' 1._6R 4 f �EX. 1G Lr 42 l J r 440 440 ecl= v 1 2s o 4o j - _ _ --...----- --- L. 4ao 47o -� 470 - - - - - 430 ! 430 430 :430 460 : i II 'I IIII I 1 III I I 11 I',, Ii 4 I I I I I I I SHEET No. 4.20 I IL _ --- - -- -- 1 420 420 1 _ 'I � II! !11 _ II' 'i� 4zo Oso 111 _ _ 8150 ,Ol C.-r1-lu" 3+00 3+50 11-00 4+50 5+00 51150 61-00 1+00 11-50 2+100 21.50 3+ 1+00 1+SO- °100 21-50 11-00 1+50 21-00 21-50 - _ - _ - - VO 3+50 ' STORM SEWER PROFILE � � � � STRUCTURES NO. 23 THRU 21 STORM SEWER PROFILE STORM SEWER PPOEfLE. .011 SCALE: HORIZONTAL: 1 "-30', VERTICAL: I"=10' STRUCTURES NO. 18 THRU 21 STRUCTURES NO. 3 THRU 11 SCALE: HORIZONTAL: I"=30', VERTICAL: I"=10' SCALE: HORIZONIAL: I"=30 VERTICAL 1 "=10' PLOT DATE: 01/29/13 IIII III ''I i I I I I COMMON NAME SIZE CANOPY AREA I y lI SOUTHERN RIDGE DRIVE III I IIS I AMERICAN PLANETREE (SYCAMORE) it III _ f yll/-CULVERT EXISTING 12" CMP 11 I _ SPEEDLIMIT T' 11 AFAB lI I ,? I NV IN = 519.99 NV OUT ' = Si 8.57 3 PH SIGN, l, 397 II 15 BN I I "HERITAGE" RIVER HIRCI-{ 10' Height i 397 I 11 TP I� V11 TU LIPTREE OR TULIP POPLAR NO PARKING 387 4257 11 RM SIGN RED (SAIVIP) MAPLE 15"-1.75" 397 GXISIING 18" I IDI RCP 51'ORM ` IIII SEWER 1 I IIII INV IN=517.16 0 I I SCREENING TREES QTY I(EY BOTANICAL NAME COMMON NAME I,�IhI II CANOPY AREA IY 28 CJY til I In 4' 123 3,444 IIAI 0 I I VIII C; ' m (IIII � 1 (VIII z� 1VILLAS AT SoUTHCRN RIDGE UIJIT OWNERS ASSOCIATION III I i v I TAX MAP 76-12056 ZONINED: PLANNED RESIDENTIAL DEVELOPMENT 11111 I � � I 1181 I �I it IIII II 3 i- EXISTING DI -3 �I VIII Q `I 3-CJY CURB INLET 5 -Ci I ATHB- 'iP EXISTING A) c 1\` CURB uaB wLET Er N __Arne I 6'Adi€CINCC L.OT B._ANCSCAPE diECU(REA�EdSd'S REQUIRE LANDSCAPING IS 5.0% OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA W1711 A MINIMUM OF 1 LARGE SHADE TREE PER 10 SPACES, THUS, WITH 192 PARKING SPACES THE REQUIRED NUMBER OF TREES IS 192/10 = 19.2 OR 19 TREES. THE REQUIRED LANDSCAPE AREA IS 5.0% OF THE 74,923 SP PARKING IAT OR OR 0.05 x 74,923 = 3,746 S.F. THE LANDSCAPE PLAN PROVIDES 19 LARGE WOE TREES INTERNAL TO THE PARKING LOT' AND PROVIDES 3,746 S.F. OF LANDSCAPED AREA THUS COMPLYING WITH THE REQUIREMENTS. TREE CANOPY REQUIREMENTS THE MINIMUM TREE CANOPY IS 15% OF THE GROSS ACREAGE LESS EXCEPTIONS. THE GROSS ACREAGE OF THE DEVELOPMENT' IS 5.756 ACRES. HOWEVER 0.241 ACRES WILL BE DEDICATED TO PUBLIC USE FOR SIRELT IMPROVMFNTS, A14D 0.441 ACRES OF RECREATION AND OPEN SPACE IS REQUIRED, THIS RESULTS IN 5.074 ACRES TO BE USED FOR CANOPY REQUIREMENTS. THUS THE EXISTING TREE CANOPY CAN BE CALCULATED AS FOLLOWS: 5.074 x 0.15 = 0.761 ACRES OF REQUIRED CANOPY COVER CANOPY COVER PROVIDED = 0.761 STREET TREE REQUIREMENTS ONE LARGE SHADE TREE PER 5O-FE(E OF STREET FRONTAGE ISREQUIRED. THE TOTAL STREET FRONTAGE FOR THE PROJECT IS 640.09 -FEET. THUS THE REQUIRED NUMBER OF STREET TREES CAN BE CALCULATCD AS FOLLOWS: 640.09/50 = 12.8 TREES, USE 13 REQUIRED A TOTAL OF 13 STREET TREES HAVE BEEN PROVIDED �STREETIPARKMG5 LOQ' TREES QTY KEY BOTAMCAL NAME COMMON NAME SIZE CANOPY AREA TOTAL CANOPY AREA 8 SYC PLATANUS OCCIDENTALIS AMERICAN PLANETREE (SYCAMORE) 1.5"-1.75" 1253 10,024 11 AFAB ACER x FREEMANII "JEFFERSRED" AUTUMN BLAZE MAPLE 1.5"-1.75" 397 4,367 15 BN BETULA NIGRA "HERITAGE "HERITAGE" RIVER HIRCI-{ 10' Height i 397 5,955 11 TP LINODENDRON TULIPIFERA TU LIPTREE OR TULIP POPLAR 1.5"-1.75" 387 4257 11 RM ACER RUBRUM & CVS RED (SAIVIP) MAPLE 15"-1.75" 397 4.367 SCREENING TREES QTY I(EY BOTANICAL NAME COMMON NAME SIZE CANOPY AREA TOTAL CANOPY AREA 28 CJY CRYPTOMERiA JAPONiCA " YOSHINO" "YOHSiNO" CRYPTOMERIA 4' 123 3,444 SCREENING SHRUBS QTY KEY BOTAMCAL NAIVE COMMON NA,IME SIDE CANOPY AREA TOTAL CANOPY AREA � 25 IGS ILEX GLABRA "SHAMROCK" "SHAMROCK" INKBERRY HOLLY 18 23 575 18 PLOL PRUNUS LAURCERASUS "OTTO LUYKEN" "OTTO LUYI<EN" CHERRY LAUREL_ 18 10 1801 COTTAGE I 1, GREEN WAS 7 CRT. 879 a _-3-�—� f{f-__„��\_ ISDI\ f /, EXTING CURB INLET CA y_ I1VI ( , nN - N� �- AI \ I^ !� 1t' V AB ' � F 11i`2�1 0 oq Y c \_ Ns! \ \ \ bUN IAS AT souASSO RIDGE .\�` W '1 `j k \ EF \ 1 UNIT OWNERS ASSOCIATION •re, TA;. MAP 76-72056 _ y I 1 N, J 7J ZONRJED: PLANIJED RESIDEIJTIAL OEVELOPIuIEIVI' \ 1 I i AFAe: 1C \-�,®®g"�Y p -� v I 133 v 72 A�'\ J I1 l I \\ AFAd GOEXISTING STORM uJLLT 4 1 1 \ x wTop INV GOT45fl.278.Q4 `'/ i, \ \+:R 1 , 1` 1 1 11� ,•� ,J1 O Hie C5 CL 0 "NCRCP CULVERT ,II I I I \ 4` , INV 1W=503.A0 - t - \ - INV�...I\I _ t � 1 i �,, C � r I� , Z � y � \ n \\ \ � `� '`1 1 1 �c,+ � � \ 0 \,\ �" ' SYC vN I I < v o \ ui �^q y I \ II 2-CJY \ RM - \ \,\ \ J�— , EY.ISTING 12 j 1 l - ` \ \�.., .` __ - - - 5 CMP CULVERT \ - \ : 'NV IIJ-501.40 .t"` BC _— t, ( \q�1 INV 011T= IAEA°\ . Y.��� Imo'®•�, _ I �/� \ / V\�\\ \' "U�� 9, \ \\ N\ \ p p p i \ �\ 4 \/Rh , RM 1 RM 5 -IGS A At - Co \ 1 \ Va . 4� P @ y 1 I 1 I Sl1'11C M \ [• 9 \ 9 -PL \ T ' j '"w\ ( •''�� '�a d\ I /�/// A, LANDSCAPE MATERIAL WITHIN - I \ F r r��, \ i ?-ICS 1111 RIGHT-oF WAY OF �} L^/\ - I�°` f_ .✓ i " eN/ I'j }1, ✓ \ os+ ® - MOUNrAINWOOD ROAD WILL l�_ __ l v� l "�� ; t �•'/.l, ' \ ° �" �� ,' I / REQUIRE A VDOT LANDSCAPE 9` D AFL J / _� - Asa' V -' I / 1� V A� ������ 11 I PERMIT AND SHALL BI KEPT �`' H 9A. �� - -- ___.._ - I-\ J% = ',I ' PRUNED IN ACCORDANCE F v N„ C �1 �cn XH js /-....,: .4 — �r '1 Ih i WITH APPLICABLE REQUIREMENTS /ZIA o AFAu/� — ��/ Y `\ �`, 11, JOB No. '17-0182 -� S d�'e, 'y,.,* ---- E.� y 1 I LO 9-P 1 II.1 'I JT I,IL :111. - _ SCALL 1 " = 30' I _ _ ppp w III �1�F`' �"� 3 -IGS tl, DA1T_ 10/23/2017 '- • \ \ \_ I� Sr 1�, _ `� � r SY` ? 1 �\ TP e�` Ye f 6N\ C `g I , n It V 1 2 INV OUT' - 445.1 ,� yl yr, ,\--W4 ...r -K / `" � � � � \ o,11_Y . _ REVISION DATES. Q` SEWAll ER e> J J ',:. '___.. - I °- .- - ,i.,_w_ - �LXISTING INLET ( PHSSIVE ,.� _ - _ _ 1 _ _ TOP 454NV 1 5 TP W Y G .1 THROAT INV -452.64- -EXISTING 5' 1 INV IN -446.02 N\ OUI 74592 IR \ \ TAx MAP 76-46A -_ TP '•�i \ \ GAMBIT, ILC & SNOW PAWS LLC E{ ALS 11 II I \ �O P.O. BOX 6846, CHARLOTTESVILLE, VA- 22906 - - O ZONED R-2 TP TP 11{ t_ QOG - - - -'r ---_-----_ -Y---- -- Y -_- _ .rLI.PO. Io _- n I, MAP 76-46A I, G 'ST GAMBIT, LLC1&X NOW PAWS, LLC LT' ALS I I� I SHEET No. yT P.O. BOX 6846, CHARLOITESVILLG, VH 2290E Z ZONED R -z �� G Cl C.012 do D PLOT 0ATP O1/9Q/1R r1, .;!fin Lxn nilly ' IN n. AooI--PTAu3L1 In s %l V e -z 4 �i/ It �� �A�I ] n noel I a vu, of II ent;n,. l' a73 ,Ijp!' �:vir`r-� „,•ffliyr l s a€cTagLe t I] jUy .�,i) ddddl I �f e IJou: vto ;`ba lila env ULu us ,vmu uJ Aa ouU alatoll 11. v>: Il., ebb o,u 11111111 u " e a nu d'anvly u haul, ;sewva,o tuna , mnuioiyo: la) a dmNvJ by the dianv;6:r of Ian: hunk lql as nuasuruJ ;' abovetun nl lila bunch wnnu. z-Anv hen nm,»en'I” It, —w„ vb,a,,.hnnn: dnlul a, "ba ,cle�md. t` CROWN OBSERVATIONS - HIGH BRANCHED no,.a out r,„r. na,E . X7 g"layer el uul,li,— !Vo rt,ure Ilan ,"ol Rootball. notch on lop al � tool halt (see spocuicalicns rnr - 4" high x 8" do round -lopped soil nnnd,. berm, above root ball surface shall be original slope shewa— Iconstl'ucted around the roof ball. Paas lhn>ugh the Bel l" Wi begin at rout ball periphery, "I On00,'ecanECTIONOF_TAIL ColarnnJeR f 4" layer iVo more than 1" of /y -LI IM on top of root n's for ball, star specificatio mulch . Finished grade. - SI pe sidcs of -. l ,;dseu. L osc,ed soil. - Dig and I-, rho .it loved cefile comp cto, to the area and depth OWn. Root boll rests on xisting of recompacted soil. 3x's widest dimension or root ball. SECTION VIEW e EEORE SHAVING SWAVIIJG PI30CrsS eFIAVING COMPLETE t ``--SI- - IU"III ere u, Str:ve outer -r N,ol l[I ill P, slil II' I lei fill I _II_Al o1 but, All g'o„',g o, pc' phci}, of tl el U,Il a g - g vunrf y,,'PI } arc rc Waved, ar, I I'll'. I \ iV ✓ f� "d IFII/d sued Into u.,,i olu ,ii. I,I ., I,u au ........ Ia CROWN OBSE=RVATION DE=TAIL - MULTI Lolls 1 shav ,g to he conduct U ]u shu"tW-11 hand sale ul' n ,al ,g nn „o-' Ihu, neadud to re none all mels o, Ihv par (hely ul I1.11 II 2. Sha, ,g ca, Ue Purlo'»vd j,st P,o to plant ,g o atter Plod ,g', the hole L/,� �( ROOT BALL SHAVING CONTAINER DETAIL Oe a Notes: 1- Shrubs shall bo of g-lbly prescribed in the root observations detail and specifications. 2- Sou spsolficab'ons for further r,gtrn r,.uts related to this delarL SHRUB - UNMODIFIED SOIL et„ .a14 ElJ's I )IITIOT 14 1d1 mm 16,9,- ? ,-"l-—Hootball. Qi= g"layer el uul,li,— !Vo rt,ure Ilan ,"ol Rootball. notch on lop al � tool halt (see spocuicalicns rnr - 4" high x 8" do round -lopped soil nnnd,. berm, above root ball surface shall be original slope shewa— Iconstl'ucted around the roof ball. Paas lhn>ugh the Bel l" Wi begin at rout ball periphery, oolnl whore u,c 1-'k moots oabalraloaeu. -c+•=;-Ij•-�; - Prior to ing, lie lily tan, soil 9 J p 1 V1 �( wound the roof ball in G" fgis to brace \—IlJ.i "r �,•� shrub. Do nal overcompact. When the f 'r hd I al planting hole has been baclkfllod ileo water a -d Ute col ball to se(tle the Cr l 1 i1 11 L- all oln'J- -Lxsl ,g ..it. 7 i1' t =s'I to r•aa,:; ate canmacua„ Ill n,e acnm anov,n. I Idnuon, er tool bmf -- osis on existing yr Notes: 1- Shrubs shall bo of g-lbly prescribed in the root observations detail and specifications. 2- Sou spsolficab'ons for further r,gtrn r,.uts related to this delarL SHRUB - UNMODIFIED SOIL et„ .a14 ElJ's I )IITIOT 14 1d1 mm 16,9,- ? ,-"l-—Hootball. Qi= Fill ru l. 4?� ^IPJ- �»� Rnuna -moped sett bc,m g"high and s" above mol ban surface shall be �tt ((({(( /i/ nnNrca on Ino downhin sine of the mol hall for 24o". t3er,lt sh.:ll begin at root ball ]l ]] �Ir<� G� I ]_ ] ]] ] ➢ ] t r f II be on4val l} L � - ➢� I I It111 ] .] ➢ 13e tonal re b II - l' ] ll ,d to 1611 btb' 11b.o / sl 1 Illlbll 11 II -gl In I+ler 'o td the r col battles Ille Inv nil. I 1 ivvui»peered soil, I— 31's widest din,enaieit of 1001 boll. SL-CTION VIEW Nines: 1 -shrubs shall 1—f quullly as p,oeu,',holl In lila loot obaoiYalioII, derail a,td spucihualiun. -Seo sp-fications for lurlher repaint»eels 1nlatca to Ibis aeloil. SHRUB ON SLOPE 5`i'o (20:1) TO 50% (2:1) - UNMODIFIED SOIL L al.l.,ee n Nolen: 1 -,'riles shill bo of quality Iorescl thea In crew„ d,ervanooa end told observations tlelails and PeelPnatlena. 2- soil �peauicarom; mr IUI Ihr;r reyuil ,n„.uls ielalek Ibis tletail. l v l u t - 1' noel ANSI 260 etl tette 11 11 � AOCLPI ANLL I-CTAnL_ .I / Un g p / ItobL�,6. V GI U tiulL -IllIlly.—r ll, ,nl 11,m ,at ul w,(::le upon to u,) I � I coue lr ri ,ny.-` ', \ ,1 d, a s o Rov", ,d. , ,u o du ] od„vn. I u vss sod avl., „v ,u u,. ud:l , 1 v ROOT OBSERVATIONS nDETAIL- BALLED AND BURLAPPED"I'"n `"""U"` Central tootle,. (See crown ebservatiens detail). Oi lginal slope should Vrms through till Point whore the t—r, base meets t 'I P 'n I' g lgl ntp 1- tltl Ib -1t - Ilt t In Duuu t - I til - t h" I 1 1 1' bavhl llcd Pou- t d r" root ball to m II Loos, odul.tl ,d -'d-s of loasv,;d suit o 'y ,a1 g -adc. ell t I ( 3x J -(dine -o,f of root ball v t y - I t d -I II` sLCTiON VtFW TREE ON SLOPE 5% (20:1) TO 50% (2:1) - UNMODIFIED SOIL LPX Notes: 1- Vines shaff be of quafity as prescribed in the root observations detail and specifications, 2- See specifications for fwTher requirements related to this detail. (D VVANE — UNIVIODIFIED SOIL Pace of wall or building, II ,'II A1181 LCV I11'- Ruo 1;.11 dI' des I I I Il, Fill ru l. �. I- pr 1 ( ]l ]] �Ir<� G� I ]_ ] ]] ] ➢ ] t r f II be on4val l} L � - ➢� I I It111 ] .] ➢ 13e tonal re b II - l' ] ll t I r' a rrn,n cxar,pn' ,pa,.te J 1f 1 —111111,1u, d I'Is and I 1 „r r,dcald ,u,so,.1—t bull- Leah nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty) period after the vine has attached to the wall. Vine. Root ball. 4" x S" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Bern) shall begin at root ball periphery. Prior to mulching, Ijghily tanto soil around the root all in 6" lilts to brace stub. Do b shrub. not over com,act. I When the planting hole has been backfilled, pow' water around the root ball to settle the soil. 4" layer of mulch. No more than 1” of mulch on the top of the root ball. (See specifications for mulch). Finished grade. Pavement. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on c-xisting or re coni paclod soil. Existing soil. -rl- TI: EE —JtQAI loo G 2g14 OPEN SOURcE r12FF TO IISE SEC,'IOPI VIEW C' uudc. tialb, t bo I lu1 u f ly I' led kluluh. PLAN Nuies: i -sea Itanling legend rut gle 1—aerspeefls, size, ane: 2- Sutull tools Vi' or leas) to, grow ... lud, up, of Uuwu II vol cundlhon In renlainal pmtludluv and are accoVleUle hev:aver Ihey should be eilmi'-d W the lime of planting. Noels yn Ihg peri't, by can bu ronloved at the time of planning. (Sul roof ball oamng coi,I,l, r dcloil). J- sulllu sail erbund root bull o(aacl, grourndcever prior luliub, tug. 91) GROUNDCOVER M I n a ti LL U (n W A 1 Fill ru l. elope s d f d ]l ]] �Ir<� G� I ]_ ] ]] ] ➢ ] t r f II be on4val l} L � - ➢� I I It111 ] .] ➢ 13e tonal re b II - l' ] ll t I r' a rrn,n cxar,pn' ,pa,.te J 1f 1 —111111,1u, d I'Is and I 1 „r r,dcald ,u,so,.1—t bull- SCCTION V1111 f 'r hd I al TREE w/ BERM (EXISTING SOIL NOT MODIFIE=D) L Leah nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty) period after the vine has attached to the wall. Vine. Root ball. 4" x S" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Bern) shall begin at root ball periphery. Prior to mulching, Ijghily tanto soil around the root all in 6" lilts to brace stub. Do b shrub. not over com,act. I When the planting hole has been backfilled, pow' water around the root ball to settle the soil. 4" layer of mulch. No more than 1” of mulch on the top of the root ball. (See specifications for mulch). Finished grade. Pavement. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on c-xisting or re coni paclod soil. Existing soil. -rl- TI: EE —JtQAI loo G 2g14 OPEN SOURcE r12FF TO IISE SEC,'IOPI VIEW C' uudc. tialb, t bo I lu1 u f ly I' led kluluh. PLAN Nuies: i -sea Itanling legend rut gle 1—aerspeefls, size, ane: 2- Sutull tools Vi' or leas) to, grow ... lud, up, of Uuwu II vol cundlhon In renlainal pmtludluv and are accoVleUle hev:aver Ihey should be eilmi'-d W the lime of planting. Noels yn Ihg peri't, by can bu ronloved at the time of planning. (Sul roof ball oamng coi,I,l, r dcloil). J- sulllu sail erbund root bull o(aacl, grourndcever prior luliub, tug. 91) GROUNDCOVER M I n a ti LL U (n W A 1 REVISION DATES SHEET No. u 013 PLOT DATE: 01/29/18 P� co Cr M Uj Uj W CO Lm JOB No. 17-0182 SCALE NTS DATE 10/23/2017 REVISION DATES SHEET No. u 013 PLOT DATE: 01/29/18 LIGHTING NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAI' FMIIS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOWING RESIDEN"PIAL DISTRICTS AND AWAI• FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FR0M LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL. OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. THE PHOTOMETRIC PLAN BELOW SHOWS THE PROJECT LIGHTING MEETS THE REQUIRED ONE-HALF FOOTCANDLE REQUIREMENT AND THE LIGHT SPECIFICATIONS SHOW THE LUMINARIES ARE FULL CUTOFF, PCPAS/PCPAL SERIES PCOWC SERIES 1 FD Wall 1 Specifications- Specifications: n Constructlo ,: *.:..g"'x .7 t:..�'c'W-.'?, 2- I ;.r: :, all-I,I::�:,. „ ":,., e., ,.n. a'I f I ULEC A'7od° : l l £` fi } V c, . L'- - amu,.._ r ` b�' " �-;,:„..ws.®•.o.--.w�T - +, �.-I' -sa:: -,. •.<.a LUVUJI ,: LLDI I: C Mntmb i-== T,r oua,,;:,, .e d. a ,, no,:. bl,:,: D'mes,o-S,. Moulting ?�+^- II ",o ., o,.: I p.,.!e s -, :. �.m ;n,n, ,,, d�l"• n.,l, o. :,' .ue;on a -al -Y,gS - � �","�.,,,,,n.e....�."'""� _ P,IY�' \ -. 201 I i �t P , ' �`-- 30 LLD -[ Qpti— II LLD +, ' - -I' I - _... U6 4 , c s *SLCD fvlJdBl , rac LLlDI...... ..e�. � --___ Appl¢ationo,', C, o , :L IFF, o _I I. ..::"�: -I „•,- ail. ,r,r d,onl IFn .11111- ,;rlo,e, FID-', :anl., 20 crl „n ;A-1 ,,. , byI vcs •:n<,I ccI I EleetneaL 1' Compliances 1 b,l a,I hIUrV 2", lVVlu sUH),i 'ulll -1 AI I. �. _o nV rn,•„s t - 5] ]' I „f, 11 .,,d �- Dimensions: `"'� --- q, ..:"SIG -- - -- _ i\ _ <.: , 6 ve ......-, n excess ve ,L• n zral, e b tri dx :.. za" S, t > ,eel cn z,a.,d: rd I - ... _. ,_ ;, � ," i' 'Ih a :. "•`� '. - -.• : _ ,.. ' ' - . is ¢° =- � rI I L nls" .......... u I'I Lisi �C rtfcallolti I' � �-O?'�r''I� zu Lei>1.1oeul 30S 45 Leo lvio,3ul <� '. ':.:. ,.: _ � I l .: �„ .�.--.'—•� `� ILII �.. -.: r: '.r ,. �:� :.� ,., r. Lein ,til,rl'I ,., -d Sc N ftl' V-: �1` W D:1 D.ss la_._:n) Ao I 1� J I ( d _ 1\ m CD QD CV U 0 UD C., 0 W —J� C �J W LU C) UJ 00 ll C\j 0 CQ uj 60 C_j LIJ O 0 LD ,I ` ((�� Or� J 0 L @j z z 0 Lu U _j s 5 GENLI,AL N01 ES - ... .In -. - IA"P 1 Il A'F- i0 -I ' n 'uV IAL 1 I :i. D I ALL DE I � 1 _ n :�InIIVIL J TI' r.l 6hN I( (Ft,l L:rt,n 1- aouln sa[L wln, 1. ctlr�D UL , L, r,l.,v [.; L,,II Tui. II /.r �� tNTI,.,TenAND:-I3 SPECIFIER riuPUlvaG _ Fun 1: IL fff Mi to U i/.>.II Ali -I n 51: . I- J L'JI YS 'l S iNl:l-y :. ,.. ,.: •.: - lr. < : i. i.. / /. ,s - 5 \.r �d� r ,;,, _., T , n r - _ \ / �'.: ,I l: C -,j AlAJNAI,;: c:l M1UII ,N.:. C C'i,:l NG vi-LIAL,L 1IJD wu. 1 r i,/... i r"•..i'//- r '-� „a�_,.%`�- �,C...I'i' / ---,_.,�:. ', ,-.:, /... �:,,.. _�1,. _ -T. _ :: _ .: ,.-;'.-�'y,, ," �:��� :'..,n.'-- ,'-r :'ryi .: ,p:.;,, ,. .. :: ..,- .. NrrulL:n,urA:.I�.Irr�::,,v.ccs` rr.u,;_.,cl. ;JJI, LM,11 A:IIL IJAI AFFECI -III 1:x.51;1 : `I , f/ 1' J p� : ,� r � '--- '� � / is I { \ � j, � P -T, Ir „-:. ,}..� :! � , %✓ %d,/ , , .�; a�,,,, , .oar r IAN.r IOFr 111 nN' N111- I rnl 1.,a.' "�d - A- _�� - - Vit,. a .:A rC 1 �. , .i, �eL ENI S snu a _'oNsm..n,'u L,JIrvLa <:.- r'..1 i. - T nNMa.0 n, ou,N ,.; v-wha j v,l-�'.. •�\,��, d. ro, rh^.I-Ns oNs nw n -ell Isl N>rnnM _ ,1#:T ,� -_:I' ._ s --. :. . - - / ;`�.,,r RL-\'ISIOIJ-� LSCHULE F ., r gJ ;- ,•:,:, � _ _ _ _ �l ! �� I,E1 DESCRIPTION D,41E , y. d � s' �! /I I v _:� �r�r -�. tr 1 4 it - r �F'' �l I . �'T, �m✓`�.., a=; r _ .,. LUIvIINAIRL SCHEDULE , TYPE Q1Y J 1 ARI .. {VLH LLF DESCRIPTION r 0 A 16 PCPAS-554 20' 0.900 SSIN TYPE 4 LLD LUV1iIVAIRE \` @{ : �-` - .: , : •. • ,�-.: - '.: `." ".: „ .. �,:.:,- -- A��,,,1A"- °:� :. : L3_, -.: - - ....., „. v., ... :.. B 1 PCPAS 55-3 20' 0.90U 554k l"Y'PE 3 LED I_Uh911JAIRL= c C PCPAS-55--2 2U' 0.911 5713' TYPE- 2 LED I_UMIIVHIRL= D 16 PCCVVC-30LIl 10, 0:000 291E l YPL- 4 L _ID WAI_LPACK E _ PCOWC-20LED-4 &' 0300 18V,'1"YPE 41_ED WALLPACIC lJ CALCULA11O14 SUMMARY R r CALCII'PL UNITS AVG h'IAX 11711V Illunt'inance i -c 0.3i 5.4 0.0 DATE DRAVVN BY SCALE C I_I LIlif ACCOUNT IVIANAGEP PROJECT NUNIBER 00 1.9 .G w ICE M Z-, 00 ®i (.,) Lu 0 LII JOLT No. 17-0182 SCALE 1" = 4"0' DATE 10/23/2017 REVISION DATES SHEET No. nn PLOT DATE: 01/29/18 A llk� 0.T I I PIPI ❑IAN1. tvNN. TRENCH WIDTH NEI E: _ FINAL INJECTION MELDED FITTINGS ARE AVAILABLE _ 1 X,\� T�G;� BACKFILL 4" 21" IN TILES, WYES, REDUCERS, 45° BENDS _ AND BELL/BLL[- COUPLERS USE �`��'�� � WATER -TIGH1- (WT) FITTINGS D 111141 covers m //v` / ✓vMIN. cVAEN rn RECCI Tll 1r 1111,171i`01-Ti1'JIOTIi r.Ium 1=rvnar_ry 1, N \��\� \>� Fl.exlvice PAvr-:anar, H%"" INE FACE ACTUAL TRASH RECEPI'ACI_L HEIGHT IS 6'-8" s• - 12" 30" } 1s° 34° _ INITIAL 13" 39" L SPRINGLINE - BACKFILL �= ,n" 48" 1]_ cE✓ `' I' 0:_41._\v =_ C:EE-=\5 HAUNCH 30" 56' _ U I - i-1 1`, :' §yglx ;o• �o IaPI _- _ -- -----3 1 BEllllING I a• FOR 12-24• vINSERTED 1N RISR 4'.PIPE SUITABLEMIN, TRENCH WIDTH 43^ .0' i Nol FS (SEL TABLE) -OUNJlOFINISHED GRADE , yJ i 88 ^`Y 1 ALL PIPE BY SHALL BE INSTALLED IN ACCORDANCE \49TH ASIII (]2321 STANDARD PRACTICE FOR UNDERGROUND INSI ALLAI"ION OF THERNIOPLASTIC PIPE OR SEANERS AND OTHER GRAVITY FLOW 60 APPLICATIONS LAI CSI ADDITION N111VIMUIv1 RL-COIb11e1L-IJDED COVER BASED ONU �7 _ "N'L' VECEiICLE LOADING CONDITIONS • --- -- "`- '' -`��< -- ( + - I I] �'- - -- - "- '=v==K --- 44 lC1 24" O.0 (lYP) —' . CJT -L ^- L= EEL .0 =5' 2 Ivll_.4SURES SHOULD BE TAKEN TO PREVENT MIGRATION 01- NATIVE_ 1 ITV 1 O BACKFILL MAI1-MAL, 24" O.0 ('fl'P) VVHCN REQUIRED. -- 3. 1=01 INDAI ION, WHERE THE TRENCH BOTTOM IS UNSTABLE, I HE CONTRACTOR SHALL EXCAVATE TO A - DEPI H REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED GY THE Cr - ENGINEER AS AN ALTERNAI LVE AND AT l HI_ DISCRETION OF THE DESIGN ENGINF_P_R, THE= TRENCH 1-, .,,L O_F,-- � 1301T'OLI MAY Lf STABILIZED USING A GCOTEXTILE MATCRW- - SURFACE LOA DING CONDITION }�; 11NSERl INJECI)ON MOLDI- GASICETED SI=IGI]T I-sY BELL REDUCER IF PIPE SIZE INJECT ION - B-IAINGE� IS U RC QUII2ED Bl' PLAN IVOLDEll \Jl" - - j GASICETLD 50° BCIJll � . p :z: 0 - I PIPE-DIAA,. H25 HEAVI' CONSTRUCTION l� 51AXLE LOAD)' . _. ''. �1 l_ '12" -48" '12" 43" 571" - 6C" -_ 24" - __--- 6U' _ ITV EXCESS OF 751- MAY RROUIRE ADDITIONAL COVE=R \ UUNNLC I IIJN _ 4. REDOING. SUITA13LL- IoiAl'L=RIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE / UJ —3U,' FELT BOND BREAKER - --B"' FELT BOND GREAI<LR I. Ir `I- I]OCUIv1L=IVTA1'ION P0121v1A1'EIRIAI_ SPL-CII-1CAllON TO ENGINEER. UNLESS OTHEI4\MISE NOTED BY THE SEF SHEL7� C16 AND C17 FOR CONI'INUAl10N— �� \^, _-I . \ 6 CChS. i. 6NGifVCER MlNltv'UM SEDDIfVG T'HICIiNESS SHALL 6E 4" (70Urtun) POR 4"-�4" (100nnn-UUUnvnp G' (iSUmin) 01- fZ00F BRAIN iG DISCHARGE POINT I� - "cr-kms., r r� r.,lF:S-i I _ rk ,RE voR=U 1=0R 30'-60 C...._- W _C..._UI I W:1 -J <e_ W - C6N'dV C 5, INITIAL GACKFII - SUP ABLE MATERIAL SHALL BE CLASS' I. II OR III IN THE PIPE ZONE EXTENDING NOT 1 a - &kAGE 5. LESS THAN G ABOVE CROVVN OF PIPE THE CONTRACTOR SHALL PROVIDE DOCUMF NTATION I=ON U - --- IJIATL=RIAL SPECIFICATION TO ENGINEIER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, 1 1 - 1 LAl CST CI MELDED TYPICAL 1LAI_ llhAIN FIFE C EDITION. INJECTION - ° U MININItJN1 COVER. fv11NIMLM COVER, H, IN NON -I RAFFQ APPLICAT IONS (GRASS OR LANDSCAPE ARE=AS) - n IS 12" R7N1 THE TOP OF PIPE TO GROUND SUPFACE. ADDITIONAL COVER MAY BE REQUITED 10 L'1 iYi IC,4L DOWNSPOUT ROOF DRAIN CONNECTION F PI2EVI IVT FI OAIION. I=0RIIRAI-I IC APPLICAI'IOIVS, iv411VIfvlUfviCOVFR H, IS 12 UP 1048 DIAIv11 TER PIPE- � I;j 0. AND 24 OF COVER FOR 54 -GU DIAMETER PIPE, MEASURE=D FROM l OP OF PIPE TO BOTTOM OF PLEXI ISLE PAVE MENTOR TO TOP OF RIGID PAVEMENT. GJ ° o #4 W/ 4 AT 48" O.C. CONT 2'-O"x0'-8" ` (3) #4- v+'/ #4 AT 48" D.C. TYPICAL I HDPE STORM SEWER TRENCH FooTwc r-oorlNc M I 1171 a _5 1 �o� SEC110N VIEW RFI IFF VFNT i, PRLCASI CONCRETE DGNUI, HANDRAIL CONFIGURATION REQUIRED col F601NNL-H. INSI.AI_LL-U B'i/ PER ANSI 117.1, SECTION 505. 1 HANDRAILS SHALL BE / BUILDING PLUMBER HOT -DIPPED -GALVANIZED. < —CLEANOUT WITH LOOSE-FIl CAP. NOTE: SEE SITE PIAN u- LI M NOTE: k' p° GRADE \ =0R NUI BETE 01= MISERS / SEE SHEET C.005 FOR LIMITS OF CONCRETE / APRON EXTENSION & vlg HEAVY DUTY PAVEIvIENTl _ \ REOUIREA9ENIS IN FRONT 1 % 4 °SLOPE MIN. I I ' ® 0 OF DUMPS11-R ENC CONTINUFCRYSITFCONTRACTOf - �d 1" p" r a ULIIIvLXIEL'r TC STORM 4, NOSING t; i MINIMUM 10 FEET LEDGE F0I Connect to n- 1 ao::'nspout dralnago WALK OIN . eA pipuly \vrth a vye'IiUng onented at 45 3R,- DE nl .$ Jeylees aUove the h nl2Unta hlL,ne. SUPPORT 111 TIiE,4DS 10" DIAIVIEI'ER PVC PIPE SLEEVE SET #4-'S QQ 10" E.W. ",-- BOTTOM 3G' BELOW TOP OF FINISHED 36'� :A �' eaaoE AND CUT TOP- Ili WITH CHEEKWALL - FINISHED CONCRETE SITE CONTRACTOR, CONNECT I� -' n r ✓ ,rr _ 3'-10" TO STORM DRAINAGI SYST[M BUILDING PLUMBER ' LEDGE FOR I iso SFT= SITE I LAN PIPE RAILING --CHEEKWALL WALK ON °a a GRADE 4,71 —6" SUPPORT a a CONDENSATION SAFETY P£ ciN4 LJ9ifNAGi— - - �� NOTE: PROVIDE 3" DIAMETER, a d CT ° t't f fl i r �'t-p ['} �' � � CONCRETE- WALK SCH40, GRAY PVC CONDUIT PIPE ° IlE1Ni l� i 6 Ld SLEEVE 1=01� AI_L HANIRAIL DOSIS ELEVATION VIEW W , CONCRETE- STAIRS W/ HANDRAIL AND CHEEKWALL .� c a qu NOT TO SCALE - v in i _�,e wnc a• �' a aN 9 Lu i NON TRAFFIC INSTALLATION �K =AIL ❑!- REQUIRED 3-1--001- SEPARATION 30" DRAIN! BASIN 12" 30" INLINE DRAIN F _ k:- z LIGHT [IDLES (HEASURE TO �•\ ' w vx x CONCRETE ESES it -Oi32/AB7VGRADEJCI3 No. 17i\111 OF \ / MEASURE PROJECTION (ISIGN,LINE FACIAI LIGHT, E1lL'.) \\ IF CLFAI2ANCE LESS THAN 15' HiGH. //\//////��/j� --- ///j. SCALL 1" = 3O' \11 OTHERWISE, TO 1 -ACE OF COLUMN OR WALL. DATE 10/23/2017 s REVISION DATES: DETAIL 01- ACCESSIBLE DUMID STER PAD TREES AND SHRUBS (AT INSTALLATION) f-` fJ II��JJ aJ1JJJfJ�J1J NOT TO SCALE � / / UPRIGHT SIGN 1 O /\ 3• MIN. a BACIU=ILL IdA1 L-IRIAL 13171 -OW ANU T O �� \J SIDES 01° SI RUCTURL- SHALL GR NATIVE SOIL I / AND BE PLACED UNIFORMLY IN 12' LIFT'S AND +]ISLEA CJfvIPAC L -IJ 1 U MIN OF 90°u - BACKIFILL MATERIAL BIELOVV AND TO PARKING STALL SUI S 0= STRUCTURE SHALT- GE IJAl1VE SOIL w e 3• NIH. / E, v Y.f AIJD ITE PI ACED UIJII=012MLY IIJ 12'LIFTS AIJD ! SMAIXIII LUPFIA � ..,;1 SIDEWALIc DR COMPACT'EUTOAMIIVOF 90"L ISI I: OR 1i SLOPE 6' ABOVE AISLE DR PARI(1145 S1gLL FDWJllATI17N OR 8ELI1W PAVENENT 3' WN. PARKING STALL PLAIJI':NG _ TYPICAL NYL0PLAST DRAIN BASIN AND IINLINfE DRAIN 13L=TJML SHEET No. 3' PHYSICAL SEP. RED'D FROM ANY SITE FEATURE HIGHER THAN 6" ABOVE CLOSEST POINT IN SURROUNDING PARKING AREA MINOR DEVIATIONS I'D MAXIM611, SLOPE WITHIN 3 -FOOT AREA (JILL BE CONSIDERED ON A CAST- BY CASE BASIS, ` 1 �0 jj_P1,01' DATE: 01/29/18 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA V-0" MAX RUBBER COATED STEEL 1, STEPS CAST IN PLACE 3'-0' MIN PRECAST REINFORCED 1J,, CONCRLIE SEC110NS =12' MIIV "0" RING SEALS 16" MAX MINIMUM ELEVATION� T DIFFERENCE ACROSS M.H. 5" Y 4'-0" TOM INLET 10 OUTLET IALL BE 0.20 FEET. - DEPTH OF FLOV✓ CONCRETE -- VARIES CHANNEL TO BE I-ILLETS 3/4 DIAIvi-1 ER OF�- CONIrIBILPING- - _ SEWER. A FII_LEIED INVEST FOR A SMCOTH y Ja 12 TRAP SITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE - PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BI. SPECIFICAI_L) DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. '. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTLNI7LD OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO RE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -25 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA FASTER COATED STEEI_ SIRES 1'-0" MAN 290 CAST IIJ I'L/.CL PRECAST REINFORCED CONCRETE SEC1101J5 IYI TI -1 "0" RING SEALS ¶{j:::iOR APPROVED EQUAL THE DROP CONNECTION SHALT_ BE DUCTILE ]RONEDI PIPE LAYERS AND 50) GACKFILI_ED IN 6 IAl'ERS AND L COMPACTED BY HAND TAMPERS ON 12" MIN L�1 BACKFILLED WITH SELL= -COMPACTING - 16" MAXI - STONE. YMINIMUM ILEVA LON 1IFFEREIJ OF 12.MIN 12""IN - ACROSS M.H. FROM INLET10 VARIE` - - 4 OUTLET SHALL BE 020 FEET -i A 11LLEILD 11111111 FOR A SMOOTH TRANSITION OF ROW 13ETWEEN INLET' & OULLT PIPE SHALL BE Al q PI OVIDED. - 3/4 DIA OF LARGEST PIPE IN MANHOLE -MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY 1'HF_ CONSULTANT FOR THE SOIL CONDITIONS. 2. ]HE CONSULTANT SHALT_ DETERMINE WHETHER MANHOLES SHALT_ HAVE EXPENDED OR NON-E\TENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4-. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C, ID -28 �(a) 1' (2s"i») DIA hoL[s --7 1/2" DIA 138mm 0 u1ou"cir%ic(naa,"�„ uln [s9/mm] -1I ( 7 _ 26 1/4" DIA ()73mm] [667m1n] 24" DIA [fio6min] �- 28 7/16 UTA 5%8" [722mm] [16m1n] 38" CIA 26" [914. [66U 1n] 1 1/2" FRAME SCCTIOIJ -- [201 2" (storm) LETTERS �[13mm-� (RECESSED BUSH) �'p [251,, �`J 1/2,. — [79mm] ] r 3 13,/16" fl 22 13/16" 2 1/9" [97mm] 157 ml s4mm 0 25" lam, 11[11/16� ^ 1 9/16" u. D. of IO VII -VY —` 17mm -m] SECTION VII -VY �yrda boa 7/4" (6mm) UTA CE Assl:nldlr NEOPRENE GASKET / DETAIL $i /I I,.�� 71 (2) WSHR 1/16 s 5/8 X t 1/2 1800"� �G" ` RUBBER PAR 00931095 SC W (2)ICI3FlH50 1 5/8" (2) DLT HEX 5/8-11X3 1/2 SS Pc [5min]2400" [41mm]PANT# 00981250 6mm 1/2." ,(2) wsiR s/6 ID 1.50 oD ss 1 1/8" (29m1) DIA BOSS [ ]� - [73mm] .63 DIA. STA114LESS STEEL ROD PARTE' 00981318 PLAN VIEW _ PICI(BAR 5 LOCKLUG HOLE DETAIL '�7 1 NOTES: (2) NUT HX 5%8-11 ZN NYLH PART;r" 00981284 1.ALT_ MANHOLES WTNIN 100 YEAR FLOODPLAIN OR LOCATED INAREAS SUBJECT TO FLOODING SHALL HAVE WAILRTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZIA 2. ALTERNATIVE DESI CIA FOR WATERTIGHT COVERS WILL BE CONSIDERED. 'PART# 00981'_'28 3. COVERS SHALL BE FIXED TO FRAMES Wll1 LOCKING LUGS OR SWILIAR ASSEMBLY. TYPICAL VVA T ERTIGHT (SHORT) PALOCK T "001°33585 'AANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S PIG S -I -C TD -30 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , ]HE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST" 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEI'✓ER SERVICE CONNECTION SHALT_ BE 2/ (114" PER FOOT ) 4. ALL SEWER LATERALS SHALT_ HAVE A MINIMUM COVER DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. FINISHED GROUND 1 2' MIN rl AL1 - TREATED 2 x 4 MARKER PLUG END OF - IdAI1J LINE PLUG LATERAL SECTION I.�IN LINE Wd E -TEE �1 PLAN J VARIES E SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -31 I I - w --3000 PSI CONC, BASE BENCH SLOPED TO 1=1 -OW J CHANIJEI- 1/4" : 1' MIN (p BRANCH 12" ! I 7 ! = r l Ll / FLEXIBLE CONNECTION� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- I BE CORED AND A FLEXIBLE Li CONNECTION " BOOT " o INSTALLED TYPICAL_ MANHOLE PLAN SHOWING BRANCH TIE_ - IN NTS FIG. S-1-13 (4) 1" (26mm) DIA BOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. (51mm) LETTERS (RECESSED FLUSH) T 125mm1 V LOSED 0(LS1%2" [38mm] �(2) CORED PICKBARS 1 i/8" (29wn) DIA [TOSS a 27 1/2" DIA - [3d�nm] 991nm7 dorm] [G67mm] .V" alma 1/4" (6mm) DIA 24" WEOI'FEIJE GASKET I 1 [791nm1 P 06mD/+m] JJJ JJJ_ 2d 7,'1 ti" UTA 5j8" 1 .'I� 23" DIA [584mm] 1 3p" DIA 25" DIA ] .914mn,1 [63--] �- O,D. OF GASKET GROOVE FRAME SL=CI'ION $E-CTIOIJ TD -27 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" 11\ ANY DIMENSION — NTIAL BACKFILL* (6" LIFTS) 11HOR000HLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4' min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL COND111ONS ARE UNSTABLE � ALL PIPE) NOTE: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-01=-V✓AY SHALL BE BACKFILLED ENTIRELY IMITN NO. 21A STONE. 2.1=08 DUCTILE IRON PIPE THE BOTTOM OF INE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM, 6" BEDDING OF IVO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -32 ED I... I (�J w GRADE SPACING ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE VARIES D.I. PIPE �'_— PSI CONCIR 12"I PLAN SPACING SPACING1 nT O • Z D.I. PIPE N ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. 20% TO 35% NOT OVER 36' 35% 1-0 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' S<OpF ti4 \� 6. PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S -4- JOB No. 17-0182 SCALE NTS DATE 10/23/2017 REVISION DATES: SHEET No. C.0161 PLOT DATE: 01/29/18 STALL 11131 LUL LLC T -D WITHIN TIE NIILBI LF \C'AY RIES �II1 -•- Imo-ICs--.-� I SLE PART 3, PARAG1,11PH UI �EPANAIION OE v:A.IEIR L SEWER S1'STEFIS. UTII.N ITIL:: CR21-:I S A AI"CS OR "EWER EA -LIF SHOULB HE Al 90. 1'D IFIE T I.I T OF VAI UTILITY LOCATIONS & EASEMEIN 1 WIDTHS lJrs FIG. V;-1 NU ,,.,N SII J !1 HJ 1� I IL11' 1-1 111 u -Sa IN DECO LIU'BL911 PL CROSS ANCHOR RESTRAINTS FOR VALVES mn \"J,�� n > nr.I no suic,..e.. °•uL„ SI +'iC, H , 11.1 P11 III, IP7Ij,X711-1171IT-"1I71P',I]I,IIT�% \_.oT'i Z I IIIJI TYPICAL_ SERVICE LATERAL INSTALLATION 5/9" & 1" (METERS) iJ IS G. W -GA IU -10 GOOD 170UNDATION MATERIAL ROCKY FOUITDA11CN MATERIAL Jw gu�"u' VIII' � I�B INITIAL. BACKFILL- � I I I Ari Vt I �jal \�i-,� G DI GOING Y S:wV.�i...a.^% U r'r68 sl 31:E STABLE SOIL BOOK DRAPE 11{E Et01'TOM OF THE 1RCINCN. RFIAG\17 ALL STONES 1C INSURE ]HE PIPE DOESN'T REST ON ROCS: AND THEIN COMPACT THE SOIL ON PROVIDE A BEDDING CI- I,G8 STONE FOUND IION IN PlJOIR POIUNDER CUT CONDITION O IIJI11A1. 3iAG1CFILL U 501Solt 1 _ _ nI8 S1CIv'E �.: i1. . > nuLn l FILL PHPlVEO LY ASIA sn STHR'12vu� IL �E�SOIL •.-• OR CiCL\ BO ll 1 N ROCKS 1 xITHIN '1 IN 0SHALL EC 1LLOl4ED � OC ]HIT WAFER LINES. NO I. IS LARGER IN N 6 IN ANY DIMENSION SHALL BE AILOI,Lu ABOVE 1111_ INI ITU Es'CI'.1'ILL .THE II NE, GA III HALL BE PLACID NU 101JPACTLD IN 6 LIFTS. 4. NO uRGAINIC OR FROZEN MATERIAL OR DEBRIS SHALL BE AI I OV�ED III THE TREN%li. 5. BELL. HOLES SHALL GE DUG OU"I' III ALL CASES. DUCTILE IRON (NATER PIPE INSTALLATION & 13EDDIING w FINISHED GRADE 1I n-nt-1����i=SQL n1 IrI=7n=nr-ET 7 -� '-�.L1u=, \RENCH RFD 1' -IR r S ^s)0 PSI :ONCREIL THRUST BLECI: ----------- -°-- uNDlsluRerD SELL •' s ea' 1r1a. PR? oFILE IEn' UNDISTURBED SOIL - EDOC OFFRENCH ., V, -- ----- -I --------____--- _ - REDUCER 8' l 2'00 P.SI DE-0LIE DGE- BLOL'I< b-1,411- ---_ - - UNDI URGED =_OIL EDGE OF TI ENC { "GTE' Al,. "EVV OT 10 SCALE 0 CONCRETE SHALL DL POUFLD OR AI.I' PARI 017 THE IJECHINICAL JOIH1', USE 1111 HELIING S PROTICI'OJ FOI 130115 .. IHIIJII.IUI: I10RIZONIAI PE NI TR'1101 IM1l') LNUISILRBCI; SOIL ON BOTH SIDES 01' 11RENC11 012 PPI O\LD U it CS • 3 NIIIVKr UIN VIRE CAL PEND LAI ON. N10 UIJDISI UI1I3E0 SOIL Dli AS APPI'OVLL' Bi i i'HI: ACSA GENTIIICATION OF IS, COEIPACTION REQUIRED IN FRENCH. '. • THE CONSULTING EI CIENEER SHALL BE RESPONSIBLE TO %ERIE)' THE TYPE AND SIZE OF ALL 1RRUSI Blac s, TYPICAL REDUCER THRUST BLOCK NTS FIG. N-30 COV( _11 I NOTICE 14 1�1211 12 b" 1J\ \ \ TI<I1 j��� \ S -CNN I.IU Y-\-- A) IC,ETEFi BOX LSF A \VI" 1^ EXI CNSI0IJ /E PIPE SISI �C 7 ,2 PLACES) E: (I) A 1-3/4" 4 IJ H.F II:I'r 10LL IS REQUIRED ITV 1111: I.ID I'OH IUUCIi READ I.iC1ERS. TYPICAL- IdETER BOXES METERS) TS FOR ALL BENDS FOR TIL OR WYE FITTINGS G �1 INGINCIL 11 o -DUNG AS EF RLD wL 3. J 1;iII ZJ3_ LC 117A 1-" SECT( Y:E, D [RLC 'L, L SOIJ CL TLE L JG+ \TL ( FF.111 ILil) L.Y U 1 L 0 4S -0 2,25 2.60 OPS ..0 1 2,SO C t\ teD 2.ao 3S> D.i9 3.t, 1 S FIX .GG 0.32 D 9 ' ,0' & SO U ZV3 J.LS.0 0.12 183 13J .6. U.1H 1. TI11iUS1' SLOE is ARE REQUIREI II JE IN THE PIPELINE GHINCEE DIRCCEON. CHANGES II E, DEAD LYLE ANN A V �nI.IS. 2. ONE .^'i00 P.S.I. CINGRE.IE .•,. NO XNJCRETE SHALL BE PCURIC O TIC JOINT. 1. 114L ONNAULLING EN'GINICIR SIIALL BE STSPONSIBLE TO ,FII: VCIRII'I 111E TYPE & SIZE O num.n CONCRETE THRUST BLOCKS PI 'I - 1 T 1 H- 0 t' ).1TIi C +FD (NTS TED cl E 'I OTL Ai -AS y A DIR V.A0 R ER LO ll J l t BE SLLJEei TO IG JI v DEI RRI.I I A =mvaL. +a� IFI..IED RICANI \ l / j ADJL.,THELL AL\: . LII) -\ H E GATE VAL\F L / L\l \\-HICK -' ] IE�I B LIIJLIF - C es LRETL / REHIEIIL AREA T IN BLOCK „� / 2 /�2w r-4 BILL : 114 EDIOTE AREAS VALVE BOXES STA L -END SIX (N) INCHES ABOVE LEASE. TYPICAL GATE VALVE FIG. v:-5 TD -14 --OF BENDS B" £< SLIM LGR PIPE I1 w A T'E R SEWER I L 11101 OF STICK Ui'1LITIES C BCNU. LLFI,1f S, LLLGTR,E, 111-BUITENE, CIH EE, CIC: - CASOILIJI' \JIDIHS� WIFEIR DR SL VLAR ONLY 20' NIJIFOR 1AIIII I. GI.VUI IE 3C' IJllv'INUII I SLE PART 3, PARAG1,11PH UI �EPANAIION OE v:A.IEIR L SEWER S1'STEFIS. UTII.N ITIL:: CR21-:I S A AI"CS OR "EWER EA -LIF SHOULB HE Al 90. 1'D IFIE T I.I T OF VAI UTILITY LOCATIONS & EASEMEIN 1 WIDTHS lJrs FIG. V;-1 NU ,,.,N SII J !1 HJ 1� I IL11' 1-1 111 u -Sa IN DECO LIU'BL911 PL CROSS ANCHOR RESTRAINTS FOR VALVES mn \"J,�� n > nr.I no suic,..e.. °•uL„ SI +'iC, H , 11.1 P11 III, IP7Ij,X711-1171IT-"1I71P',I]I,IIT�% \_.oT'i Z I IIIJI TYPICAL_ SERVICE LATERAL INSTALLATION 5/9" & 1" (METERS) iJ IS G. W -GA IU -10 GOOD 170UNDATION MATERIAL ROCKY FOUITDA11CN MATERIAL Jw gu�"u' VIII' � I�B INITIAL. BACKFILL- � I I I Ari Vt I �jal \�i-,� G DI GOING Y S:wV.�i...a.^% U r'r68 sl 31:E STABLE SOIL BOOK DRAPE 11{E Et01'TOM OF THE 1RCINCN. RFIAG\17 ALL STONES 1C INSURE ]HE PIPE DOESN'T REST ON ROCS: AND THEIN COMPACT THE SOIL ON PROVIDE A BEDDING CI- I,G8 STONE FOUND IION IN PlJOIR POIUNDER CUT CONDITION O IIJI11A1. 3iAG1CFILL U 501Solt 1 _ _ nI8 S1CIv'E �.: i1. . > nuLn l FILL PHPlVEO LY ASIA sn STHR'12vu� IL �E�SOIL •.-• OR CiCL\ BO ll 1 N ROCKS 1 xITHIN '1 IN 0SHALL EC 1LLOl4ED � OC ]HIT WAFER LINES. NO I. IS LARGER IN N 6 IN ANY DIMENSION SHALL BE AILOI,Lu ABOVE 1111_ INI ITU Es'CI'.1'ILL .THE II NE, GA III HALL BE PLACID NU 101JPACTLD IN 6 LIFTS. 4. NO uRGAINIC OR FROZEN MATERIAL OR DEBRIS SHALL BE AI I OV�ED III THE TREN%li. 5. BELL. HOLES SHALL GE DUG OU"I' III ALL CASES. DUCTILE IRON (NATER PIPE INSTALLATION & 13EDDIING w FINISHED GRADE 1I n-nt-1����i=SQL n1 IrI=7n=nr-ET 7 -� '-�.L1u=, \RENCH RFD 1' -IR r S ^s)0 PSI :ONCREIL THRUST BLECI: ----------- -°-- uNDlsluRerD SELL •' s ea' 1r1a. PR? oFILE IEn' UNDISTURBED SOIL - EDOC OFFRENCH ., V, -- ----- -I --------____--- _ - REDUCER 8' l 2'00 P.SI DE-0LIE DGE- BLOL'I< b-1,411- ---_ - - UNDI URGED =_OIL EDGE OF TI ENC { "GTE' Al,. "EVV OT 10 SCALE 0 CONCRETE SHALL DL POUFLD OR AI.I' PARI 017 THE IJECHINICAL JOIH1', USE 1111 HELIING S PROTICI'OJ FOI 130115 .. IHIIJII.IUI: I10RIZONIAI PE NI TR'1101 IM1l') LNUISILRBCI; SOIL ON BOTH SIDES 01' 11RENC11 012 PPI O\LD U it CS • 3 NIIIVKr UIN VIRE CAL PEND LAI ON. N10 UIJDISI UI1I3E0 SOIL Dli AS APPI'OVLL' Bi i i'HI: ACSA GENTIIICATION OF IS, COEIPACTION REQUIRED IN FRENCH. '. • THE CONSULTING EI CIENEER SHALL BE RESPONSIBLE TO %ERIE)' THE TYPE AND SIZE OF ALL 1RRUSI Blac s, TYPICAL REDUCER THRUST BLOCK NTS FIG. N-30 COV( _11 I NOTICE 14 1�1211 12 b" 1J\ \ \ TI<I1 j��� \ S -CNN I.IU Y-\-- A) IC,ETEFi BOX LSF A \VI" 1^ EXI CNSI0IJ /E PIPE SISI �C 7 ,2 PLACES) E: (I) A 1-3/4" 4 IJ H.F II:I'r 10LL IS REQUIRED ITV 1111: I.ID I'OH IUUCIi READ I.iC1ERS. TYPICAL- IdETER BOXES METERS) TS FOR ALL BENDS FOR TIL OR WYE FITTINGS G �1 INGINCIL 11 o -DUNG AS EF RLD wL 3. J 1;iII ZJ3_ LC 117A 1-" SECT( Y:E, D [RLC 'L, L SOIJ CL TLE L JG+ \TL ( FF.111 ILil) L.Y U 1 L 0 4S -0 2,25 2.60 OPS ..0 1 2,SO C t\ teD 2.ao 3S> D.i9 3.t, 1 S FIX .GG 0.32 D 9 ' ,0' & SO U ZV3 J.LS.0 0.12 183 13J .6. U.1H 1. TI11iUS1' SLOE is ARE REQUIREI II JE IN THE PIPELINE GHINCEE DIRCCEON. CHANGES II E, DEAD LYLE ANN A V �nI.IS. 2. ONE .^'i00 P.S.I. CINGRE.IE .•,. NO XNJCRETE SHALL BE PCURIC O TIC JOINT. 1. 114L ONNAULLING EN'GINICIR SIIALL BE STSPONSIBLE TO ,FII: VCIRII'I 111E TYPE & SIZE O num.n CONCRETE THRUST BLOCKS PI 'I - 1 T 1 H- 0 t' ).1TIi C +FD (NTS TED cl E 'I OTL Ai -AS y A DIR V.A0 R ER LO ll J l t BE SLLJEei TO IG JI v DEI RRI.I I A =mvaL. +a� IFI..IED RICANI \ l / j ADJL.,THELL AL\: . LII) -\ H E GATE VAL\F L / L\l \\-HICK -' ] IE�I B LIIJLIF - C es LRETL / REHIEIIL AREA T IN BLOCK „� / 2 /�2w r-4 BILL : 114 EDIOTE AREAS VALVE BOXES STA L -END SIX (N) INCHES ABOVE LEASE. TYPICAL GATE VALVE FIG. v:-5 TD -14 --OF BENDS B" £< SLIM LGR PIPE USI- SIRAI' ON BENI) 11'ITii C ANCI{OR 301.1' ON CENT LINE E C BCNU. USE BRACING SIRAPS - FOR BENDS IF THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT T BELLS, / ON SAL TUR ie BIND USE J SIRAPS -{ / -RESTRICTD JOINT FILIBICS AS SLOAN Ul. /j Y�\(w I I. PS LCv 12 ON fl NOTR FOR Y� 3LND5 & LARGER I__"_ ONCRFTI: CI All B LLEV"TI ON PAINT ALL EXPOSED STEEL IH li 2 CDAIS OF EIIUAINUUS PAINT. GLEE PIPE B C U E f N LX) 11-0 12EI Nooss 1, cowcmn'E a,Ass B CORP ST( \!.X FOR THIS WATER ," DIP FLAG TIC 1 PLUG iHIVLAUEO FOR / -RESTRICTD JOINT FILIBICS L.014PRESSION II111NG 2 1/2 - . �S I- CHART FOR WSFE VI Rl1C;\I LI OCV:ING i l{lil { D T11- NOIAINA INSIDE AlEI E 1Rn -', 3+4" A �, �I 130115 S11iUING STI LL III E `{TTII �IR __ 7, y / A 1 ` ally BELL N LX) 11-0 12EI Nooss 1, cowcmn'E a,Ass B 3170 Z ION IJJ 01'F' 111 DARX NO NICK ON END BIT ANCHOR SJLIS TO FACE CENTER OF BLOCKY CONCRETE BLOCkING 1 -OR LIPPER VERTICAL SENDS TD -4 131 III E U -LD Oil „! E ) /1LOCAL 1 OF IJL11 VARDS \ 1 I c Lo �nX r o El i P. J Pr 2 ISE A16 IIl1 r 4 J u DI 6' � , D L ...- SOIL, III FIE E< T u L G 02� RESTRAINED JUN( FITTINGS Al YD TJI U FILL, WIL DD TION IC I USLD AS ADD PORT Sin IMI 1. 1II:EE NEEN IITII XIIA111. 111. 1,11B Yl 2. I IINT 3 l,'2' ERIER UTill I.W1 TO HISII)FIRANI LS SINALL BLE11 N) E- - - il.H 0 LV J R T - PI LED E :EF.P I ea - '111-111D ou D Tu r e c Ir L u C T -L L L Si PL: uLC AND THE i,, HT STALL BE C, LC DRY. T(PICAL FIRE HYDRANT ASHIMEL)' DETAIL TD -A \ - ) \ NOTES pr I- A L' VIII,' GRAVEL ILD I.QNFA1H ,1E IJEETER V UI1. . 111 II Ud WWI 1HI I(NESS lFGR PRECAST' OR POUR IN -I L1PE VAUIIS SHALL 1'E 4'. I .II IIJUI.t WALL IH NNISE RE CI GUN'I'T1.11.0 OI MASON ITL 131 UGI STALL H THE OUTSII E OF THE VAULT BELOW GRADE SHALL BE COAIED I, 1H AN APPRCV2U \^,�ATCLR PROOFING CONFIOUN'D. TYPICAL- kiETER \,AULT (1 1/2" METER) 1NTS TO 1 -?6 l0-ts IYPICAL-THRUST BLOCK IN FILL AREA, NIN - rl- U lU-s 4" DI YI. EruR eR,uace(-vALm: Bax AND VALVE / PLUG �VARIES \ / i \ VIALETR MAHN- .....MINE, JOHN, F11"N" JIJ waE (i`EISE „E.,) _ VARIES TirenULU >UPLII,C PVC SLEEVE -I P\'C II LECAND CAP -� BRASS NIPPLE AND CAP /IJTBRICAIE ALL IIILADS THRUST CLUCK �1 1 hL1FIR BOX (SEE FIG W -i) VAEvL G6A-1-1, IpIJO. 5� X1011[ f, 11 f n I.J. FlrluaG PIPE 5LOPLD IIII I_�,I l0 DRAIN 11- GIRADL ALLM' S \A IR I:S l'i"Eco PVC; IJI2 BRASS PPE THA A �2 I. reu IAP AMER MAIN AND VAL\F. ARC SAI,IE SIZE : (LUG DEAD END (TYPE "A") TYPICAL SLOVII-OFF ASSEIMSLY PIc�11v-a NOTE ',: llll II II) 1111. -', Il '1111 N IN -1111.1 \ "I'D LLIII 11 IJ�13 )1 IM t- 3),i.NIVI' 11]' i T 1 I J' X it F )T)\1<t )AD I,'t): -N) IMB I HI 11 E IFNEWEIN)JO[SX. [ XF I,\1K SHIJ+IINC, AN LIPLI LARGE METER SERV( JTS PIC. v. ln_ 1caL z 01 Ed0 Z w Ed Q O 0 JOS No. 17-0182 SCALE NTS DATE 10/2,3/2017 REVISION DATES: SHEET No. PLOT DATE 01/29/13 RFS BAN \ `{TTII �IR __ 7, y / 1- I.k BOX \SE- F IHRIN V :C). \JILL -F NI �yJlIl-� Ir Rlu 1\ \ " cor-PrR MAIN---, I, J. FITTING CORP ST( \!.X FOR THIS WATER ," DIP FLAG TIC 1 PLUG iHIVLAUEO FOR / -RESTRICTD JOINT FILIBICS L.014PRESSION II111NG NOTE ',: llll II II) 1111. -', Il '1111 N IN -1111.1 \ "I'D LLIII 11 IJ�13 )1 IM t- 3),i.NIVI' 11]' i T 1 I J' X it F )T)\1<t )AD I,'t): -N) IMB I HI 11 E IFNEWEIN)JO[SX. [ XF I,\1K SHIJ+IINC, AN LIPLI LARGE METER SERV( JTS PIC. v. ln_ 1caL z 01 Ed0 Z w Ed Q O 0 JOS No. 17-0182 SCALE NTS DATE 10/2,3/2017 REVISION DATES: SHEET No. PLOT DATE 01/29/13 LINE OF SITE PLAN VIEW COUNTY GREEN ROAD ENTRANCE LINE OF SITE LEFT FOR EXITING VEHICLE , OQ d '' j to lU SCALE:i"=50' REQUIRED DISTANCE 335' PLOTTED DISTANCE - 335' ( -r- LLI LINE OF SITE RIGHT FOR EXITING VEHICLE y RECIUIRED DISTANCE - 335' PLOTTED DISTANCE - 335' ep\NNi .. -- _ -54 ROAD - SUMER �B_Ca75) ���ZTEU-- ==�==tw"= -_- - - - -- 3-. :.. \ _ - East/Leff Driection Country Green Rd. (Rt 875) New Daily Trips for Country Green Road Entrance, State Rt. 875 75/ East toward Rt 781= 338 25% West toward Rt 781= 113 New Entrance Out AM PM s n Use U ITE O4y Dail Y n o' �t in out Apartment Complex 220 84 591 9 35 38 20 Total Total 591 44 58 Note: From VDOT 2016 Annual Average Daily Traffic Volume Estimates for Albemarle County the average daily \ U uNE of SITE MEASURING POINT traffic count on the project section of County Green Road is 4, 100. Use 11% of the ADT for the peak volume. l IS 14.5 FEET OFF EXISTING EDP 540540 540 540 _.. ----------. ---f- _.--.._ . II I 530 - -- - - o - 530 530 I N LINE OF SITE JNOOSTRUCTED DOTH HORIZONTALLY i AND VERTICALLY - 520 G _ 520 520 1 -- --- ___ ---__-._ -_ ..-___.. .. _---_-. - - --___ -N_ 520 -- e II LING OF SITE UNODSTRUCTED BOTH HORIZONTALLY m AND VERTICALLY - W 510 r \-PRO GRADE ALONGUNE OF SITE s 510 510 . _ ______.-___.___ __ 10 w 5 ---- A'\ - -o ----- 500 500 `-PRO GRADE ALONG LINE OF SITE 500 I I COUNTRY GREEN ROAD ENTRANCE AM PEAK HOUR DISTRIBUTION 11 Name Peak ADT East/Leff Driection West/Right Direction Country Green Rd. (Rt 875) 1f,100 x 0.11 - 451 75/ East toward Rt 781= 338 25% West toward Rt 781= 113 New Entrance Out 35 75% Left toward Rt 780= 26 25% Right toward Rt 781= 9 New Entrance In 9 25"o Left from Rt 875= 2 75% Right from Rt 875= 7 COUNTRY GREEN ROAD ENTRANCE PM PEAK HOUR DISTRIBUTION Name Peak ADT East/Left Driection West/Right Direction Country Green Rd. (Rt 875) 4,100 x 0.11 = 451 251% East toward Rt 781= 113 751� West toward Rt 781- 338 New Entrance Out 20 75% Left toward Rt 780= 15 25% Right toward Rt 781= 5 New Entrance In 38 25% Loft from Rt 875= 9 7591. Right from Rt 875- 29 I I 1 i I I I 1 11 j I I 7_ O F- From the distribution shown above 0.60% ((2/338)r,100-0.60) of the AM peak and 8.00% ((9/113)x 100=8.00) of the I I ` I l 490 1 490 PM peak advancing volumes turn left into the project. Use a design speed of 40 mph on County Green Road and PILI 490 _ __ _'_ _ _ _ _ h90 . _ _ _ _ __ _ - - i _ - _ _ _ _,_ _- _ _ _ _ _ _ _ - _ -_._- - --- �_ - - -_- O round the left turn volume to 10% and Use an advance volume of 338 during the PM and 113 during the AM to ITE J - - 00 4+50 1.+00 1 t50 2+00 Z+50 3-F00 3+50 4-1-00 14+50 1+00 1+50 2+00 2+50 3+00 -1-50 4-F Daily determine if a left turn is warranted. From the table 3-1 from Appendix F Of the VDOT Road Design Manua[ the Out in out advancing volume would have to be greater than 425 during the PM and 500 during the AM. Thus a left turn is not _ff0 -712 (10 D.O+ O U D.•19 C'f,S LINE OF SITE TO THE RIGHT LINE OF SITE TO Tl -IE LEFT 220 warranted. 8�f COUNTY GREEN ROAD ENTRANCE COUNTY GREEN ROAD ENTRANCE 5 5 3 SCALE: hIORIZONTAL: 1 "=50', VERTICAL: 1 "=10SCALE: HORIZONTAL: 1 "=50', VERTICAL: 1 =10 Total Again from the distribution Shown above the PM peak Controls the fight turn warrant. Given an approach voluine Of 84 E 8 r 7 338 and 29 right turns, using figure 3-26 from Appendix F of the VDOT Road Design fvlanual shown below no right turn lanes or tapers are required. GY LINE OF SrrE PLAN VIEW MOUNTAINWOOD ROAD ENTRANCE j SCALE: V =50' ! LINE OF SITE LEFT FOR EXITING VEHICLE LINE OF SITE RIGHT FOR EXITING VEHICLE REOLIIRED DISTANCE = 280' REQUIRED DISTANCE 280' PLOTTED DISTANCE = 280' PLOTTED DISTANCE = 265' TO CL RT 780 I/ Q 0 Z /�FVOJ 7_ O F- Mountainwood Road Entrance, State Rt. 11'12 AM PILI EL ' N O Use Description ITE Oty Daily in Out in out 1.11 0.0 O n U 4•!.•1 _ff0 -712 (10 D.O+ O U D.•19 C'f,S Apartment Complex 220 12 8�f 1 5 5 3 30 ,� 42 12 122w Total w d 84 E 8 r 7 Note: From VOOT 2016 Annual Average Dally Traffic Volume Estimates far Albemarle County the average daily traffic count on the project section of fvlounta nwood Road is 1,000. Use 11% of the ADT For the peak volume wt' i 11 n h w volumes left or right turns -are not warranted. which Is 0. Give the to a g 1 a /�FVOJ \ I (� r / I b � %O _.-- @"OUNTAINSW HOUTE - •n w s 0 W RO F-58 F-79 1 0o N cr EE \ 120 -<. !)i \ \ 1Afarrnnts for Lett Turn Storage Lanes on Two -Lane Highways tO ; � � to � - "t< J. i/i,/ LINE OF SITE MEASURING PONT \ 4�A 1 ti r b r »}� T IS 14.5 FEET OFF EXISTING EDP \ '+ „N tt" 1e �' -� A,T ? Toa s' i L Advancing voknne and opposing Volumes (VPH), speed and percent left turns are used y'. ,�., i ',..,_f / / _ • ;'; '/, � � i ,� � - �:, I _ -i / {�f to determine'whethei a left turn storage lane is warranted on two-lane highways. loo FULL -WIDTH TURN LANE AND TAPER R QUIRGo� ,. The warrants in table below are taken from the 2011 AASHTO Green Book, Chapter 9, °'s ' t Ta 4 rtt T T' 7 t r ' P d tm twIt z Section 9.7.3, Page 9-132, Table 9-23. They were derived from Highway Research «v .;p a y;p ,r: i! ff Report No. 211, Figures 2 Through I_, for required storage length determinations. / �x / M e.. .4 n r LA N TWO-LANE HIGHWAYS � � .i... a a.nfw 1 w 1 1 WARRANTS FOR LEFT TURN NES O WO NE - - - 60 \APER REQ( (RED ;:; y __ t i I 490 _ 490 .99 __ _ --. IVPH ADVANCING VOLUME Y `�.. .. a 490 F �` gt ttv __ - - _ .. 4 ' _- -- - - _/ OPPOSING S F,.� l OPPOSING IY N VOLU,I:IE I(+",'� 20 30% VOLUMCGPlII C9 40 � ::: : .. .. •.. .. ... •.. 'PmID LC -FT TURNS LEF'TL RNA LEFT TUCNS LEFT TI HNS / Q — n .----- - -iI -- 1 U UNOBSTPUCTED ROTH HORIZONTALY TONIPH DESIGN SPEED' aoo --------------------- 2NO1LRN LANES AND VERTICALLY 480 480 480 s y480;I/. ---_.. coo ao 3 200 5400 9 3$0 2 75 E$5 'uzIN LF-TUPN OrA'EZS2CQUiP7:D 200 640 A'C350 305 GnPH VOLUIdE(1RVp i e. a 100 720 515 300 3,10 ' SO hIPH DESIGPI SPEED' 700 200 600 400 500 600 700 LU y G a.7p I -) 1 _ 0 470 470 I--- _ -_ _-_ --- _-- I_ __ ,__-__._ _.. ___ 470 600 - 2a0 210 165 13s E„ample: ____I_. _ ._. _._ _ -____ _ - �.-_1--.-_ 95 170 v PH\ APPROACH TOTAL, VEHICLES PER HOUR r aoo 350 2R0 1 11 I MI LINE OF SITE UNOBSTRUCTED BOTH HORIZONTALLY 400 430 320 240 210 Two-lane highway with 40 -MPI- l II -/ n AND VERTICALLY 200 550 400 300 270 Operating Speed A _ i Appropriate Radius required at all Intersections and Entrances (Commercial or Private). g+'@, t 00 615 445 335 296 ry 5 r7 0D-NIPH DESIGN SPEED' Opposing Volume VPH) -600 LEGEND 0 PP 9 ( 460 0 �-� � i_ J_ 460 460 _---� _--- - _-_--_ ---__— _-_-' --_--_------____ ----� 460 aoo 230 i7o 125 Its Advancing Volume (VPH) 440 60o zso z10 160 1 tD Left -Turn Volume VPH 44 or 10% of - Peak our o ume (also Design Hourly Volume equivalent) s PRO GRADE ALONG LINE OF SITE f (VPH) ` aoo 365 z7o zoo 175 Advancing Volume 7 flfl qq ` -i --------='- o— top„ 45ss?o L275 2,10 With. posing volume (VPH) of 600 and A-ustmentforRightTurns �7rypp Ili _�_ _ I 2DD 4=0 33D L 0 215 `-"'°•” �1 ttll.�� 450 ' _ hyo h50 _ 450 10% of advancing volume (VPH) making For posted speeds at or under 45 mph, PHV right turns n 40, and �' ..__..._ _—__- -.. ._ .. _- _ - .. . _--_..__.... _- r_._ _- - _.... _ _--- - _. _ __.____ PRO GRADE ALONG fLINE OF SITE - , TABLE -� PHV total <300. Source: Adapted from 2011 AASHTO left turns, and advancing volume (VPH) Adjusted right turns = PHV Right Turns - 20 Green Book, Chapter 9, Section 9.7.3, of 305 or more will warrant aleft -turn If PFIV is not known use formula: PFIV =ADT >: K X D i 1 - - -- - - — -- -- Page 9-132, Table 9-2_3 lane. I I II It =the percent of AADT occurring in the peak hour � g� 440 L- 00 2+5 00 3+50 4+00 -' USE DESIGN SPEED IF AVAILABLE, When the Average Rumtin Speed on D = the percent of traffic in the peak direction of flow � t1 < , 440 440 _ ____ __ _ _ _ _ _ _ _ 4h0 li, � g 9 F 1+00 1+50 2+00 21,50 3+00 31,50 4+00 1+DO 1+50 2+ 0 3+ IF NOT USE LEGAL SPEED LIMIT. an existing facility Is available, the Nate: An average of 1194 for K X D will suffice. corresponding Design Speed may be LINE OF SiTE TO THE LEFT LINE OF SITE TO THE RIGHT obtained from Appendix A, Section A I. When right turn facilities are warranted, see Figure 3-1 for design criteria.* NIOUPJTAINWOOD ROAD ENTRANCE D/dOUNTAINWOOD ROAD ENTRANCE SCALE: HORIZONTAL 1=50, VERTICAL-: 1"=10' SCALE: HORI7_ONTAL: 1"=50, VERTICAL: 1"=10' FIGURE 3-26 WARRANTS FOR RIGHT TURN TREATMENT (2 -LANE HIGHWAY) Appendix 90-2 LD -229 storm oro!, De Igri CompLrtalEons II, !I Rev. 1 /'15 - --- Rev. 7114 _ UJ LD -22Q not. TE PRO. 0�^^� .uf200D STOF'O COMPUTATIONS DES(^J COLI r DSiF. Cr'. COMPUTATIONS DCSCPIPTIO I: 7_ O F- EL ' N O 1, t.9 2U0.25 19 1 C Er 0.0 0.0 0. 13 I�IO'1'li: 1.11 0.0 O n U 4•!.•1 _ff0 -712 (10 D.O+ O U D.•19 C'f,S .30 4.17 h,�5 4.25 tiLLU 1Nl 1,.;0 T�.� 1 '1'0 9.73 6 4.6J S'1'�: _ 0 U 'HU}I k'UNU P1 q5 49 - lr !:011'f'(NG 7 q: 1 „+,9 1 2F L 30 ,� 42 12 122w Q.L 6.R w d Ox O1: C,4; _1 r 7 GY w C� w 0 Z ull g c e N ; D_ J a > a s LI � zwa — i \ I (� r / I b � %O _.-- @"OUNTAINSW HOUTE - •n w s 0 W RO F-58 F-79 1 0o N cr EE \ 120 -<. !)i \ \ 1Afarrnnts for Lett Turn Storage Lanes on Two -Lane Highways tO ; � � to � - "t< J. i/i,/ LINE OF SITE MEASURING PONT \ 4�A 1 ti r b r »}� T IS 14.5 FEET OFF EXISTING EDP \ '+ „N tt" 1e �' -� A,T ? Toa s' i L Advancing voknne and opposing Volumes (VPH), speed and percent left turns are used y'. ,�., i ',..,_f / / _ • ;'; '/, � � i ,� � - �:, I _ -i / {�f to determine'whethei a left turn storage lane is warranted on two-lane highways. loo FULL -WIDTH TURN LANE AND TAPER R QUIRGo� ,. The warrants in table below are taken from the 2011 AASHTO Green Book, Chapter 9, °'s ' t Ta 4 rtt T T' 7 t r ' P d tm twIt z Section 9.7.3, Page 9-132, Table 9-23. They were derived from Highway Research «v .;p a y;p ,r: i! ff Report No. 211, Figures 2 Through I_, for required storage length determinations. / �x / M e.. .4 n r LA N TWO-LANE HIGHWAYS � � .i... a a.nfw 1 w 1 1 WARRANTS FOR LEFT TURN NES O WO NE - - - 60 \APER REQ( (RED ;:; y __ t i I 490 _ 490 .99 __ _ --. IVPH ADVANCING VOLUME Y `�.. .. a 490 F �` gt ttv __ - - _ .. 4 ' _- -- - - _/ OPPOSING S F,.� l OPPOSING IY N VOLU,I:IE I(+",'� 20 30% VOLUMCGPlII C9 40 � ::: : .. .. •.. .. ... •.. 'PmID LC -FT TURNS LEF'TL RNA LEFT TUCNS LEFT TI HNS / Q — n .----- - -iI -- 1 U UNOBSTPUCTED ROTH HORIZONTALY TONIPH DESIGN SPEED' aoo --------------------- 2NO1LRN LANES AND VERTICALLY 480 480 480 s y480;I/. ---_.. coo ao 3 200 5400 9 3$0 2 75 E$5 'uzIN LF-TUPN OrA'EZS2CQUiP7:D 200 640 A'C350 305 GnPH VOLUIdE(1RVp i e. a 100 720 515 300 3,10 ' SO hIPH DESIGPI SPEED' 700 200 600 400 500 600 700 LU y G a.7p I -) 1 _ 0 470 470 I--- _ -_ _-_ --- _-- I_ __ ,__-__._ _.. ___ 470 600 - 2a0 210 165 13s E„ample: ____I_. _ ._. _._ _ -____ _ - �.-_1--.-_ 95 170 v PH\ APPROACH TOTAL, VEHICLES PER HOUR r aoo 350 2R0 1 11 I MI LINE OF SITE UNOBSTRUCTED BOTH HORIZONTALLY 400 430 320 240 210 Two-lane highway with 40 -MPI- l II -/ n AND VERTICALLY 200 550 400 300 270 Operating Speed A _ i Appropriate Radius required at all Intersections and Entrances (Commercial or Private). g+'@, t 00 615 445 335 296 ry 5 r7 0D-NIPH DESIGN SPEED' Opposing Volume VPH) -600 LEGEND 0 PP 9 ( 460 0 �-� � i_ J_ 460 460 _---� _--- - _-_--_ ---__— _-_-' --_--_------____ ----� 460 aoo 230 i7o 125 Its Advancing Volume (VPH) 440 60o zso z10 160 1 tD Left -Turn Volume VPH 44 or 10% of - Peak our o ume (also Design Hourly Volume equivalent) s PRO GRADE ALONG LINE OF SITE f (VPH) ` aoo 365 z7o zoo 175 Advancing Volume 7 flfl qq ` -i --------='- o— top„ 45ss?o L275 2,10 With. posing volume (VPH) of 600 and A-ustmentforRightTurns �7rypp Ili _�_ _ I 2DD 4=0 33D L 0 215 `-"'°•” �1 ttll.�� 450 ' _ hyo h50 _ 450 10% of advancing volume (VPH) making For posted speeds at or under 45 mph, PHV right turns n 40, and �' ..__..._ _—__- -.. ._ .. _- _ - .. . _--_..__.... _- r_._ _- - _.... _ _--- - _. _ __.____ PRO GRADE ALONG fLINE OF SITE - , TABLE -� PHV total <300. Source: Adapted from 2011 AASHTO left turns, and advancing volume (VPH) Adjusted right turns = PHV Right Turns - 20 Green Book, Chapter 9, Section 9.7.3, of 305 or more will warrant aleft -turn If PFIV is not known use formula: PFIV =ADT >: K X D i 1 - - -- - - — -- -- Page 9-132, Table 9-2_3 lane. I I II It =the percent of AADT occurring in the peak hour � g� 440 L- 00 2+5 00 3+50 4+00 -' USE DESIGN SPEED IF AVAILABLE, When the Average Rumtin Speed on D = the percent of traffic in the peak direction of flow � t1 < , 440 440 _ ____ __ _ _ _ _ _ _ _ 4h0 li, � g 9 F 1+00 1+50 2+00 21,50 3+00 31,50 4+00 1+DO 1+50 2+ 0 3+ IF NOT USE LEGAL SPEED LIMIT. an existing facility Is available, the Nate: An average of 1194 for K X D will suffice. corresponding Design Speed may be LINE OF SiTE TO THE LEFT LINE OF SITE TO THE RIGHT obtained from Appendix A, Section A I. When right turn facilities are warranted, see Figure 3-1 for design criteria.* NIOUPJTAINWOOD ROAD ENTRANCE D/dOUNTAINWOOD ROAD ENTRANCE SCALE: HORIZONTAL 1=50, VERTICAL-: 1"=10' SCALE: HORI7_ONTAL: 1"=50, VERTICAL: 1"=10' FIGURE 3-26 WARRANTS FOR RIGHT TURN TREATMENT (2 -LANE HIGHWAY) Appendix 90-2 LD -229 storm oro!, De Igri CompLrtalEons II, !I Rev. 1 /'15 - --- Rev. 7114 _ UJ LD -22Q not. TE PRO. 0�^^� .uf200D STOF'O COMPUTATIONS DES(^J COLI r DSiF. Cr'. COMPUTATIONS DCSCPIPTIO I: LU �� _"8n LIJ It Tr) M tttttt�pnpnpn AI 1 2016 ROAD G BRIDGE STANDARDS IJ 1 sEDrERr,eo`.:•E,Vrio", JOB No. '17-0182 LE oro;Eo SCALE 1 ° = 50' \ �Uom c,r r.n vPor c,.M.n mo,,,„I w i I r<:nnr. ;u=�+;-1 Pvovcsu; suunnel. MILL WIDTH TO CENTER LINE, pt-�� DATE '10/23/2017 MILL DEPTH-_-_`--_�-'----�-____-- G Co',mnci EU si.B.;rnDE OVERLAr WITH NEW SM -9.5A ( ('� L €n, r REVISION DATES: ASPFALT PER VDOT WI P -2 DETAIL TTHIS5 SHEET - CONSTRUCTION JOINT DE TAIL �J IL - 11E,11111 ILVLII'�� N111- .. I 1— "— - o - 'I AP1ITF1ru-I s w 1PUT E L-1 r NIE IIT _,oi,.c 111-T _r•c:: UT / `tlP'y J hIATOHGD ___-___=, yen_ vaw,^'zoa ALONGLIE•� EDP __-- __--__-_. NOTES r.. r -I / MILL LIMITS SARCA IN - ( ) CGLlm GREEN PGAO MIL HA TCI ILD Sl OWN N - t. - < L t- a- q _Ik. I (9TAiE RCUPG ER3) L/OU - -__ `_� \ I : l.. 1 E c_ / E.- ED 11TN IVIIILT EIRE-- / El , lI u „ 11 0. I I i°L nuu"D�°T°eNTEr. LINE, /SO,GNE1, 1 ,s- fLJ/� I OVERLAY WITS NEN( SM-9.SA , r I r, uc Pr In .E F o r rnE - / / L 35� SFFEn II LIQ ASPHALT PER VDOT WP -2 ,r, i , .1NI, c ,E.' rE c ., o EC E -E f Y+ (. g E AL ' DF to Fo_ r c_ n E .EaIE; s svcNcT, - ® DETAIL THIS SPIFFY N - E SHEET NO c' 1. V rcPO� \ \ f 1�1 COUNTY GREEN( ROAD XvLD _ - ASPHALT PAVEMENT WIDENING ,Er,a PfA9lEU9ENT FA9LLND50VERL,lY' L4iUiriw ao io a•lo a=Dee s irlD., D;j .c, 151o,l onT_ FGR WIDEIVIIJG SUBJECT TO TRAFFIC ,TI, C,018 E7 L03vlrGvin porn=l.lEnr aF rP+IrrnPl,nan 81 N/iOUNiTAINWO'OD ROAD 2016 ROAD £. BRIDGE STANDARDS PAVEMENT MILL AND OVERLAY LIMITS PLOT SCALE:t"=5o, DATE: OIj29/18 1, t.9 2U0.25 19 1 C Er 0.0 0.0 0. 13 I�IO'1'li: 1.11 0.0 O n U 4•!.•1 _ff0 -712 (10 D.O+ O U D.•19 C'f,S .30 4.17 h,�5 4.25 tiLLU 1Nl 1,.;0 T�.� 1 '1'0 9.73 6 4.6J S'1'�: _ 0 U 'HU}I k'UNU P1 q5 49 - lr !:011'f'(NG 7 q: 1 „+,9 1 2F L 30 ,� 42 12 122w Q.L 6.R O. sn/0 (t,1^.i1 .12 Ox O1: C,4; _1 r 7 GY k2 11 LU �� _"8n LIJ It Tr) M tttttt�pnpnpn AI 1 2016 ROAD G BRIDGE STANDARDS IJ 1 sEDrERr,eo`.:•E,Vrio", JOB No. '17-0182 LE oro;Eo SCALE 1 ° = 50' \ �Uom c,r r.n vPor c,.M.n mo,,,„I w i I r<:nnr. ;u=�+;-1 Pvovcsu; suunnel. MILL WIDTH TO CENTER LINE, pt-�� DATE '10/23/2017 MILL DEPTH-_-_`--_�-'----�-____-- G Co',mnci EU si.B.;rnDE OVERLAr WITH NEW SM -9.5A ( ('� L €n, r REVISION DATES: ASPFALT PER VDOT WI P -2 DETAIL TTHIS5 SHEET - CONSTRUCTION JOINT DE TAIL �J IL - 11E,11111 ILVLII'�� N111- .. I 1— "— - o - 'I AP1ITF1ru-I s w 1PUT E L-1 r NIE IIT _,oi,.c 111-T _r•c:: UT / `tlP'y J hIATOHGD ___-___=, yen_ vaw,^'zoa ALONGLIE•� EDP __-- __--__-_. NOTES r.. r -I / MILL LIMITS SARCA IN - ( ) CGLlm GREEN PGAO MIL HA TCI ILD Sl OWN N - t. - < L t- a- q _Ik. I (9TAiE RCUPG ER3) L/OU - -__ `_� \ I : l.. 1 E c_ / E.- ED 11TN IVIIILT EIRE-- / El , lI u „ 11 0. I I i°L nuu"D�°T°eNTEr. LINE, /SO,GNE1, 1 ,s- fLJ/� I OVERLAY WITS NEN( SM-9.SA , r I r, uc Pr In .E F o r rnE - / / L 35� SFFEn II LIQ ASPHALT PER VDOT WP -2 ,r, i , .1NI, c ,E.' rE c ., o EC E -E f Y+ (. g E AL ' DF to Fo_ r c_ n E .EaIE; s svcNcT, - ® DETAIL THIS SPIFFY N - E SHEET NO c' 1. V rcPO� \ \ f 1�1 COUNTY GREEN( ROAD XvLD _ - ASPHALT PAVEMENT WIDENING ,Er,a PfA9lEU9ENT FA9LLND50VERL,lY' L4iUiriw ao io a•lo a=Dee s irlD., D;j .c, 151o,l onT_ FGR WIDEIVIIJG SUBJECT TO TRAFFIC ,TI, C,018 E7 L03vlrGvin porn=l.lEnr aF rP+IrrnPl,nan 81 N/iOUNiTAINWO'OD ROAD 2016 ROAD £. BRIDGE STANDARDS PAVEMENT MILL AND OVERLAY LIMITS PLOT SCALE:t"=5o, DATE: OIj29/18 ESC SEOUENCE OF CONSTRUCTION — PHASE 1 - 7. AS THE FIh51 S1 LI IN IMPLEMENTATION OF THIS EROSION AND SEDIMENT CONTROL PLAID, IT SHALL BE THE GENERAL C CONTRACTORS RLSPOIVSIBILIII' t T REVIEW THIS PLAN IN DETAIL lh'HII_E BECOMING FAMILIAR l�I1H � SITE I ROI+ 10 k,0Iv1b1LIJCIIJG 140hK. 11 -IIS WILL INCLUDE A RI VIIcW ADD O ILII_ THE S UNDERSTANDING OF THE SWEEP, ]HE POLLUTION PREVENTION PLAN, AND THE STORMWATER MANAGEMENT PLAN. _. n PRE -CONSTRUCTION OONFERENC[ SHALL 13E HELD Nllll THE 0V1"C1 ,DE/ELOPER, AND -]HE APPROPRIATE STAFF HR06ALBLMARLCCOUNT) AND ANY OTHER NECESSARY AGENCIES AS DETERMINED BY THE COUNTY AND 111E OWNER/DEVELOPER. THE IAND DISTURBING PERMIT SHALL BE ISSUED AT 11HE PRE -CONSTRUCTION CONFERENCE AS LONG AS CONSTRUCTION INSPECTION FEES ARE PAID AND EROSION & SEDIMENT COIVIROI_ SECURITY HAS BEEN RECEIVED BY THE COUNTY. DO LAND DISTURBING ACIIVIIY SMALL OCCUR PRIOR TO THE ISSUANCE OF THE PERMIT. 3. UPON CONCLUSION OF THE PRE -CONSTRUCTION CONFERENCE AND FORMAL :AUTHORIZATION TO COMMENCE LAUD DISTURBING .ACTIVITIES, THE GENERAL EROSION CONTROL LEGEND, cc I G s u' - _ _ - _ _ 1_ I 7 Y� SILL FLI JCE VESCH S.OJ 1 0 CONSTRUCTION ENTRANCE – VESCH 3.02 ofl/vos CONTRACTOR SHALL INSTALL THE CONSTRUCTION FITFRANCES AS SHOWN. THE CONTRACTOR WILL INSTALL STORM STRUCTURES 8, 9, 10 AIJD it � Jj° I.ULv EH I INLLI I�ROILL Tlul, - VESCH 3.Uc AS A PART 01 ]HE I[MPORAR`F ENTRANCE CONSTRUCTION ULF COUIVIRY GREEN ROAD. THE CONTRACTOR SHALL EXERCISE EXIREME CARE TO INSURE RIP–RAP - VESCH 3.19 I _ THAT NO MUD 1RACKING OCCURS ONTO THE PUBLIC ROADWAYS. INSTALL ALL INLET PROTECTION DEVICES AS A PART OF THE STORIvi SEWER CONSIRUCTION. ED _ _ t p . , �..,1.... - - o- •-. 4. THE NEXT STEP IS 10 BEGIN INSTALLATION OF THE SEDIMENT BASIN, DIVERSION DIKES, ROCK CHECE DAMS AND THE DITCH SHOWN ALONG THE NCRIIHERN O OUTLET PROT ECTION - VESCH 3.18 SC)U [ HERIN f"; I,_)GI Dl�14�1___ PROPERTY LINE. THE DIVERSION DIKES AND THE DITCH DIRECT OFFSITE RUNOFF AROUND 111E SEDIME14T BASIN. CARE SHALL 13E TAKEN TO ONLY DISTURB TEMPORARY DIVERSION DINE - VESCH 3.09 WHAT IS NECESSARY 10 ACCOMPLISH THIS TASK THIS STEP WILL INCLUDE THE ESTABLISHMENT OF A TOP SOIL STOCK PILL THE FILL DIRT GENERATED FROM TEMPORARY SEDIMENT BASIN - VESCH J.14 Ful, iJ' ''.AP TIL SEDIMENT BASIN CONSTRUCTION CAN BE USED FOR THE DIVERSIONS AND THE ILL ASSOCIATED WITH THE CONSTRUCTION OF STORM SEWER STRUCTURES Ci I Lv TTrTT,A14D21,APPLYTEMPORRYSEEDING IMMEDIATELY AL SEDIMENT SIAND IVERSIONLINE EMBANKMENIS ATER CUMPLETION. �a LIMTS OF CLEARING SGFADING USRIPOP SOIL OANECESSARY FOR ESTABLISHMENT THEPERIMETER i - 5. THE NE;I STEP IS TO BEGIN INSTALLATION 01 THE STORM SEWER LINE ASSOCIATED WITH S10RL7 STRUCTURES 18, 79, 20, AND 21. INSTALL ALL INLET rs ®tee, DJ I_S BOUNDARY PROTL-"CTION DEVICES AS A PART OF THE STORM SEWER CONSTRUCTION. TOPSOILING – VESCH 3.-0 TEMPORARY SEEDING – VESCH 3.31 SURFACE ROUGHENING – VESCH 3.29 ROCK CHECK DAMS – VESCH .5.20 `- / 48" PYRAMID TRASH RACK As STORIvIWATER CONVEYANCE CHANNEL – VESCH 3.17 c { J I MANUFACTURED 13Y PLASTIC SOLUTIONS SEDIMENT CONTROL SIR Y�— SEE DETAIL THIS SHEET 8 1 -OP ELEVATION = 462.07' OR EQUAL 1 u / ----- +OCLLMAl I0VNCY460I511MA}' _ -- -- TFiv1P. STEEL STRAPPING �\ II TOP ELEV. = 459.51' i.+ OZ 'I 0.50' - [Yt / 25Y'R WSE = 460.64' Co yy ��}TI=` 1' _STD. Iv1l-I BASE _ Jo I. PHASE LIMITS OF CONSTRUCTION WILL FOLLOW PERFORATED r0u'EILYLC-NE DEWATERING PIPE THE LIMITS SHOWN. N. SYR WSE = 460.15 ' �' � "� 3 STRIP TOPSOIL AND GRADE ONLY FIV THE AREA a.oL" oRlnCe _ , I ` 1 'I�i''' I OPENING SUFFICICNf TO INSTALL THE PERIMETEh CONTROLS. I / _ �. wv. _ 456.98' 4 .7.68 -INV IN _ : I _ 3 PROJECT SUI PERI ILIVDCNT IS RESPONSIBLE '' '2 Iv O. t. �. THE L.- To SIR Co. '. �I ''. I = F. �U' CONNECT 8" TO G" Vv' TChIJCO COUI LIIJU -i BOTTOM ELEV. 450.00 i AUS fV-7? q. 07`o 1=0R INSTALLAIION & MAINIENANCE 01 ,ALL SEDIMENT CLEANOUT LEVEL - 453.77' MEASURES. - - - s E&S MLASUIRLS. ALL L&S CONTROLS WILL BE (PROVIDE 1,1ARI< ON RISER CI_LAI2 AND GRUB ALL TOPSAIL AND INSPECTED DAILY BY THE SUPCRIIVTLNDEIVT. H FOR MATTER FROM AREA UNDER TRENCH FOR A SCHEDULE OF Iv1AlIVTEIVAIJCC REFER _n. VI' E - IV'1RUCT EIvIBAIVI<IviENT Ec - - I � - ' EMBAI tM4 ILL CO S VU - 450.00' — BOTTOM OF P01 TO THE Iv.Ah RAI TVG. CUTOFF TRENCH VJ/ CLAY MAI LRIAL FREE - C 4' U 11_D _ - CONSTR C 1 SID F .. 1 ; 1lON STUDIES, SOD -INSPECTOR OF ROOTS WLODY'bLCEfA II OVERSIZED STONES, AILD ROCKS. NO FRO7EN --� 1REIJl S VJ/ 7:1 SIDE -I' q�. THC COI,IVIY EROSION CONTROL REPEVALL TNG L —70' LONG BY 12' ` SLOPES INV. OUTFALL PIPE REQUIRE ADDITIONAL E&s I\aEAsuREs DEPENDING I I -. r3i ''I OR NET SOIL SHALL BE USED. -- INV. = 449.43' WIDE CONSTRUCTION COMPACT EMBANKMENT cuTOFI. olv SITE CONDITIONS. _ TRENCH TO 98 STANDARD 5, TEMPORARY C&S CONTROLS ARE HOT TO BE REMOVED 1'i <% I" ENTRANCE WEE b' DENSITY. COivIPACT IN 6" LOOSE I«'E_ WITHOUT THE PERMISSION OF THE COUNTY E&S LAYERS.Rs. TYI�ICAL EMBANKMENT SECT0N EI�II��ENT CON_ RTL STRUCTURE (STIP NO. 26) ADMINISTRATOR. VDOT NO. 1 STONE - I 1 NOT -'f0 -SCALE NOT TO SCALE 6. THIS IS A BALANCED SITE IN REGARDS I'D THE TOTAL EARTHWORK REQUIRED FOR PHASE L NO II �° 01=FSITE GRADING EITHER EXPORT OR IMPORT IS DETAL OF TEMPORARY SEDIMENT BASIN II I III' � IS REQUIRED. I I I, II I TOP SOIL STOCKPILE ACTUAL LOCATION OF STOCKPILE , _ — FII I IF TO BE DETERMINED BY GRADING CONTRACTOR I-0 INSURE EFFICIENT `,,, �_�, �� . I II ' , � III --, � � - -Ts GRADING OPERATION Iw; II�(�9 ® 5r T z;\ _. -, �_:_ .- - r , ,r- C _ -m SI- ,.7r �w CE Vv ­ 'OIL IDI -.- __ I II I �v �• 1'1 '..tl H � , N 19 UI .er I I 1M \ 1 Ak a II II I i \ G L19R)/ Lop I Q �I h. u l I � � �II, p 0= s`cfiry RSA PROVIDE 0 L.F. BY 2 5.0' SIDE SL TION OF VDOI CLASS A-1� 6 o RIP–RAP W/ FIL1-ER FABRIC UND CRLA1vLN T I r 1' E3 9 0 18 1 I � i- 1 l L! I \ R g J I - 17 11 tl Ll11:1 6ad'IPddU I ® - -_ - 11 O o� I TREE t1 '„ G LDD� I I II OU�AI d a c I T C' I J' ® " `STq, loo\` 01 �j scs SOIL l P 1 MAP UNIT b, � � r� I sl l� o I CD , OD� ` (TY P) T J TR 450 , ` IGS , I I E'r'r �R - 1\,®°wa 460 „I ® 70' LONG BY12' ® DD'/ WIDE CONSTRUCTION L'D.)/ ENl RANEE vv j 6„ _ I�10 . I 510111_ VDOT C, / n -. LIMITS 01 CLEAR &GRUB @ PROPERTY LINE. SHOVdI 0, OTS�,(p // TREE LINE OFT- PROPERTY LINE FOR I CLARITY ONLY PROVIDE TOP SOIL & TEMPORARY SEED ON DIVERSION DIKE IMMEDIATELY UPON INSTALLATION (Tl F) ALL DIKES) 0 I� Z w ED 0 11 JOB No, 17-0182 SCALE 1 " = 30' DATE 10/23/2017 REVISION DATES: SHEET No. C.020 PLOT DATE: 01/29/18 SE'S SOIL MAP SOIL NAME DEPTH TO BEDROCK DEPTH T❑ SEASONAL ERODIBII_ITY PERMEABILITY SHRINK -SWELL UNIT HIGH WATER TABLE POTENTIAL CULPCPLR TINE SANDY LOAM, 21B 2 TO 7 PERCENT SLOPES >98" >6' HODERAT E 0.6-2.0 IN/ HI? LOW 21C CULPEPER FINE SANDY LOAM, >q8" >6' SEVERE 0.6-2.0 ITV/HR LOW 7 TIE 15 PERCENT SLOPES 21D CULPCPLR FINE SANDY LOAM, >40, >6' SFVERE 06-2.0 IN/HR LOW 15 TO 25 PERCENT SLOPES 27B LLIOAK LOAM, 2 10 7 PERCENT SLOPES >60" >e' SI ICHT 06-2,0 IN/ HR LO',,/ 36D H4YFSVILLC LOAM LOAMS, (15 10 257. SLOPES) SEVERE 06-2.0 IN/HB LOW H � , N 19 UI .er I I 1M \ 1 Ak a II II I i \ G L19R)/ Lop I Q �I h. u l I � � �II, p 0= s`cfiry RSA PROVIDE 0 L.F. BY 2 5.0' SIDE SL TION OF VDOI CLASS A-1� 6 o RIP–RAP W/ FIL1-ER FABRIC UND CRLA1vLN T I r 1' E3 9 0 18 1 I � i- 1 l L! I \ R g J I - 17 11 tl Ll11:1 6ad'IPddU I ® - -_ - 11 O o� I TREE t1 '„ G LDD� I I II OU�AI d a c I T C' I J' ® " `STq, loo\` 01 �j scs SOIL l P 1 MAP UNIT b, � � r� I sl l� o I CD , OD� ` (TY P) T J TR 450 , ` IGS , I I E'r'r �R - 1\,®°wa 460 „I ® 70' LONG BY12' ® DD'/ WIDE CONSTRUCTION L'D.)/ ENl RANEE vv j 6„ _ I�10 . I 510111_ VDOT C, / n -. LIMITS 01 CLEAR &GRUB @ PROPERTY LINE. SHOVdI 0, OTS�,(p // TREE LINE OFT- PROPERTY LINE FOR I CLARITY ONLY PROVIDE TOP SOIL & TEMPORARY SEED ON DIVERSION DIKE IMMEDIATELY UPON INSTALLATION (Tl F) ALL DIKES) 0 I� Z w ED 0 11 JOB No, 17-0182 SCALE 1 " = 30' DATE 10/23/2017 REVISION DATES: SHEET No. C.020 PLOT DATE: 01/29/18 ESC SEOUENCE OF CONSTRUCTION - PHASE H 1. UPON THE COMPLETION OF ALL OF THE PERIMETER CONTROLS SHOWN ON THE PHASE 1 PLAIN, MASS GRADING ACTIVITIES CAN BEGIN. ALL PI9;IHITLR CONTROLS TO REMAIN 11N PLACE UNLESS OTHERWISE DIRECTED BY THE COUNT) INSPECTOR, 2, STRIP TOP SOIL ONLY IN THOSE AREAS WHERE ACTIVE GRADING IS READY TO COIdIVIENCE. 3. ONCE THE MASS. GRADING (NEARS COMPLETION THE CONTRACTOR SHALL STRIVE 10 CONSTRUCT THE STORM SEWER SYS( EIA. 4-. CONSTRUCT WATER AND SANITARY SEWER AND ALL OTHER UTILITIES AND UNDERGROUND CONDUIT, AS CONDITIONS PERMIT AND ALL ON—SITE RETAINING WALLS. 5. ONCE ANY PARKING LOT SECTION IS AT SUBGRADE ELEVATION AND UTILITIES HAVE BEEN INSTALLED PROVIDE THE GEOTEXIILE AND 4—INCHES OF THE AGGREGATE BASE MATERIAL. THIS IS CONSTRUCTION ROAD STABILIZATION FOR THIS PROJECT. EROSION CONTROL LEGEND SYIV�Ll, O[..S CONSTRUCTION ENTRANCE — VESCH 3.0? TOPSOILING — VESCH 3.30 10, PERIviANENT SEEDING — VESCH 3.32 MULCHING — VESCH 3.35 =� CONSTRUCTION ROAD STABILIZATION — VESCH 3.03 ,P STORK( DRAIN INLET PROTECTION — VESCN 3.07 ANNEL — VESCH 3.17 Id 3.29 3. 1 8 & MATTING — VESCH 3.36 \DING _OW THE NT OR -RTI LINE. REFER REPORT. ;ESPONSIBLE OF ALL LS WILL BE NDEINT. REFER PECTOR MAT' DEPENDING TO BE REMOVED MNTY E&S DS TO THE =FSITE GRADING IRED. w 6 Jz W 1 o' w`I w 0 Lli J013 No. 17-0192 SCALE 1 " = 30' DATE 10/23;2017 REVISION DATES: SHEET No. 0.021 PLOT DATE: 01/29/13 1992 3.02 sTONIT CONSTRUCTIOAr ENTRANCE u �u 'ILIIR CILFFII u- NII.. ,1 nL`UN,nllLL UCRx rDn,ID IAu / SIDE ELEVATION Cx 51\L GHOUI:O - r UaSr,k+LK 0 TSII -07 p LI��i,,;, Iz' � E:T } - I N > Y;.vLnLrIT ', l i! � R kT!-1x ha.... 1.1, I ( t / \ asm VIEWn T fAUR5L0AGGHF.GA,E 0 T1'US, r+u OLv,LL4C 101 nlr+. IDS, E>,,ti.0 rU L It O1H I + D +L 1 • a- +taus /am Lc ass ' 'LRAT ;r, PLAN -Tt1EN Ct OTN SECTION .4-A i/ -4 Gtr, nF�rl, LL,EH�TL DAAfrI —11SECTION Q-13 Source: Adapted from T9S3 Man•I:GTd Slandarde i x Plate 3A2-1 6nriian And Sediment Cmtr„I, and Va, US\\'C IH- 9 1992 3.08 SILT FENCE CULVERT 1ATLET PROTECTION �, - ,oE 6. TOL DI T� Swl tL+OE - t 110w OPTIONAL STONE COAYBINATION ;yam a Cxtiu:ih oR IllON+SColl-AlE Source: Adapted Irma VD0'I' Standard SIT -1, and va. I)SWC Iy� 1tlale 3.0s-1 1992 3.05 CG i7STiiUCTIO:V 01, rl ,SII•'! r i' ;\'CL;' (WITH N,IHA' -'1 PP0R7') �_L o 1, „1 I', m /j�1[ iII¶, i r ; _1111 �1 ') 111111 Ip 1'LOIPiIII VIII r� A1A co ,n C SOIL n - Cry ✓✓ �E1L 11 VIII' QII11 a: C I, - .1 C OID,' t 1,0 1111 ,NI'.. I xF. __ JItii1�1�'I I Ili ��ll I EL _-�i! 11L_ n_ I -�\ -II _ -- -- . _.. -_ --- --- SomCe: Adept'd tronl Itl_'t IIIyum,I SH, .1,d iahlit. Filter B•Trrie•c fiv tiedinienl nnimh ShelwaGd and Wpm Plate 3.05-1 III - 24 199'- 3,15 I TE'AIPOR-1R� .S'L OPL D1i'.,-11A cileo, ,4T1�' 1 i wL ,10A 1 ) DI<1 , I r„ 6 IT a 4F('1'106 "K., I 1.,1121'1Ii1 nihF' ' (CUli 1'ACI LD) 1i . 0 I(Ilihlillll � I II �;Ii; Il „Illl _RTI i -�-- - � I� 111111--i III � li- I ILII � I ._ 11:11 I.S A A Source: Va. DS\\'C 3.07 CRAIEL AND IiVIRE MESH DROP IAIi,G,'T .SEDIA>I'NT 1'ILTL'R IE - /-' GRAVEL (12"I,IIN DEPTH) logoNI{I{ ,1 �mll� Wl d1 AILSH SEDILlr - I"IL'-THE l; ATE 12 SPECIFIC C.II IC AI I I CAI ION THIS METHOD 01' INLET PROTECTION IS APPLICABL1; WHERE 1-11KAVY CONC;nraATeD Fl.01VS ARE•. EXPEcrL:n. 131 -El' NOT WHEIRE PONDrNC. AROUND THE sT•RuCTUR1; MIGHT CAUSE: EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STIRUCTUIRES AND UNPIROTI,-CT:D AREAS GRAVEL SHALL 1313 VDOT' IP3, .1!357 OR X15 COARSE ! AGGREGATE I Source: Va. DSWC Plate 3.07-2 IN -30 Plrne 3.15-1 1992 3.05 C01\% 7 LV'C"i'IOAI OFA SILT l A'AICA I - SEI Fll: STAKES. 2. LaCAVAm A i"X I' II:I:Nr'll UPSIGPE ALONG THE LIKE OF J I AKLAS �i11111�•I""iIIIh-r 3. STAPLE f ILI EII AIAIEIIIA1- I BAIT 'ILL L 1 II 'II 'To SIAI ES AND 1',\'TEND THE 1'\C 1VA71 D 5011. 11 INTO HK IRINCH a IPI . I I � I a ISI = 111111r"�'Iplilllll =11Pu �II1r�IDm �IiFaa I'LCP' lft'rU L,:A'I'I06 l IPERSPECI,VI 'Irv,) P aw F/ v POINTS I' 4 51IULLO 13E IilCtii 12 I'l1aN PUIK'I' H nl:Alt 1cI11 , Ila IAl1A'10N -:13 P.i1sAfloN) I Source: Adapted li an. IF,I flat o 1 till , Ta Pah,'a P liar, ien I )r Sidi Ta-• 11 i) )ir )I, ShCr-),,d and Wyant PITH, 3.05.2 Ill- 25 :992 3.18 - - __ PIPE' OUTLET CONDII'IGN,s \ A I � I !_-_ L 'i''� r» PIPE. at,l Lr.l •1'o r1a'r AREA nr1H RO FEFCHANNEL IXLn 1 PLAN IIDN' TIG`-- 11� Vt�Uti I SE ZION A A .: •L,NI n u' v'.,L I.r'u,o �ot ,' „u„er Atix� dO - 7 1J j • - '} 1111: UUI'Lll IJ WELL IlrI LTJ CHANNEL V'Il:,t PLAN ��• �"y ) ni - -,- I - SI:C I'lON A A 1.1x nt Pur. L II' NOI Ls I,l(A UNI 1.11. ,,AOION 11 E THE A-IMUTT STO.1F.O,A1 F.Ii : I•U NOI' VSS TITAN u 1 itis Source: Va. IIS\YL- Plate 3.18-1 1992 3.07 CRAVL'L CURB JAI] -A7 SA'DJA'iL:AT TL'R ,,5:'�: I SII - nTAPE L ol � I 111111 11'11 I11G . _. i srpo.cx , _ 1 -VIII ilptfll� .� lilp;li91 1' -A.Ceu .IL i I SPLCIFIt_ APPLICA'I_IUN 9'1115 S11;THOU ON TS1.1:C P1IOTI.F TOS I WMAOIBLE .AT CUSS INL1:fS W10 E PONDI'.G N FRONT OF Illi CIDUCI'UIiE IS NO'[ LIKHEO T'O CAUSIF INCONVFNIENrt 01. )AFAGi 1'0 AU1A-IN, S RT-Fli RES AND L\I'IiO rl'VII'D AREAS. 6RAV'LL sunl.l. IC VUT)r ps. 15,57, JR s CUaRSI: acG18:c A'LF $Dude: VO. DS\VC 11Ia1C 3.07-6 1992 3.20 l,Ot"7C ('//A',' -A D.-Arl1 2 ACRr:S OR LESS 01' DRAINAGE ,Ar:A '., FILTER (DO\ NSrR6fl'T VCP') \Dor ql I �� 2 - 10 ACNF'S OF' DRAINAC L: ARL::\. 1=111'1;IE t1U,ll P,PIIOVAII __--_••�- .T''`1�t-It��'1 I VU TI .I 01RSP: 11,GIREGAII' Source Va. DS0'C Plalc 3.10.1 I� 11)92 3.29 S TA I R ,STI PP? APG CUT SLOPES DBoeRo- IsEDIS FRcAuOA'. cla SLOPE Aln_ 61' SEPS— 1; T - - I I ORm �AII �Iv 111111. ��ITT- _ T1>al{� III III III I `I—I n_�-ISI I I I f 11=11' � JI L' 40--56 --,� O1-'' .c: VL US\1'C I,AIER, SOIL AND FERTILIZER ArE HELD BY STEPS - PLANIS CAN BECOME ESTABLISHED ON 114E STEPS I late 3.29-1 CROOV AC SLOPES I I IIT jI 1 1 I I I I I 11 V I I I I *;11111 ILII �IIIIIIII�II�-„� I ISI I' GROOVING IS CUTTING FURROr,S ALONG THE CONTOUR Or A SLOPE. IRR CGUTARR CS IN THE SON SURFACE CATCH RAIN1'AI'CR AHD PROAIDE SOUL COVERAGL OF LIME, FERTILIZER ANO SEED Source: Va. DS\1'C COMPACTED SOIL 18" MITI FLOW III— III—III—I 1 I—III II1— — I �—III—I I I -I I I-III—III III—III—III III -III -I I I 1=1 1 1=1 11=1 11-1 I I—III—I 11—I 11=1 I f—I 1 I I�I i I—I 1 l� TEMPORARY DVERSION DIKE - VESCH x.09 N—T—S plate 3.29Q I� LEVEL SPREADER CROSS SECTION - EC UCG .r u(Mu, i1 Ed mnWnlnm� u_�is� °mi-� m-y11_1I wuoi,r u� I➢ In,,]I411�11 R'��'ilt-Ill�111N11�'fii�>pllr H LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION h N � ILW`�11,,--0II I1yTft-m 10111]°�1III-I�Tll ➢":'r `'W,"717-11�'��� F• "� ''-' -1➢-111�.�-FTmi4!IlFln-i11 li'�RI Fm -IV` 11 PF r I �1I Ian u� m u Ila J 1 D s, so 'i�=1tl 11,1. pl�_� „]I I�•�li „'LEVEL SPREADER WITH RIGIDP LIP HrNp so—F: \IL. UST\C di\ Gym J I Iaug,,d o«� n'1.,nN,d Plafe 3.21 -2 III - 19i 4 EACH LIFT Or THE FILL IS COMPACIEU DUITHE OUTER FACE 01 IHL S -L IS ALLCNI?W TO RI kNN LOOSE SO THAT THE ROCI: S, CLODS Ili REACH H< NATURAL AGGLE Or REPOSE, FILL ASLOIDE TRZATAIFAT 5 Va DSAN(_ Platt 3.29.3 kgm Y.' \ 1 � w DOZI11 THrAU^. CREATE GNOOVCS PERPENDICULAR 10 THL STOP'. TIZ_1MAI U SOW'cc: intichi,!:u, Sail EnuimI Ind Sedin,cm:n' l; 1 Albemarle County Deaign S[a,idarda N'lanoal ]-HLinecliHp ' JL'ICN ..• dSl'" NdY n�N� n•n� A✓�'9,� r �. _.-r .�dr ALr� rn2 Tr_b - -I - �_.y FROFII I- a O Ni- LNI I'' IE Lo 4 , r�nly I I 'I I � \I VI FIA_I sl=cTlory �r-A ., enminnlw n'alar Ly, of 1 incl nlludd le invhillM trial a mNinlnm I. w,h ballcud: uQuf!,ll t':�l'r Enppl}uu a n'A l lo": tcJl a ,.IiAD)cler of l.; uTVlcs: for adryoale PAVED WASH RACK 1( I','lll I. t ':'-ll f JI �rT,wf �I III r, I)Icl CPIAiI LTinI IL TAA r NJA.n p0p�� C,EF JIM Lu SOD No. 17-0182 SCALE NTS DATE 10/23/2017 REVISION DATES: SHEET No. PLOT DATE: 01/29/18 Construction Practices to Nin'rmize Storm Water Comamination All waste materials will be collected and stored in a metal container provided by the contractor. All trash and construction debris from the site will be deposited into the appropriate containers. No construction materials will be buried onsite. All personnel will be instructed regarding the correct procedure for waste disposal, Good housekeeping and spill control {practices will be followed during construction to minimize storm water contamination from petroleum products, sanitary waste facilities, and other construction materials. Good housekeeping practices lot each drainage area are listed below. To prevent storm water contamination from this project, the following BiAl's will be implemented: 1. Spill containment berms will be placed around all temporary sanitary waste facilities and refueling areas unless refueling tanks are double walled. 2. All vehicles on site will be monitored for leaks and teccive regular preventative maintenance to reduce the chance of leakage. 3. Spill kits will be made available with refueling sources and maintenance activities. BHeoorts of unauthorized discharges Any operator who discharges or causes or allows a discharge of sewage, industrial waste, other wastes or any noxious or deleterious substance or a hazardous substance or oil in an amount equal to or in excess of a reportable quantity established under either 40 CPR Part 110, 4.0 CFR Part 117, 40 CFR Part 302, or 62.1-44.34:19 of the Code of Virginia that occas during a 24- hour period into or upon surface waters or who discharges or causes or allows a discharge that may reasonably be expected t0 @nlGl" surface waters, shall notify the Department of Environmental Quality of the discharge immediately upon discovery of the discharge, but in no case later than within 24hours after said discovery. A written report of the unauthorized discharge shall be submitted to the department and the VSIAP authority within five days of discovery of the discharge. The written report shall contain: 1. A description of the nature and location of the discharge; 2. The cause of the discharge; 3. The date on which the discharge occurred; 4. The length of time that the discharge continued; 5. The volume of the discharge; 6. If the discharge is continuing, how long it is expected to continue; 7. If the discharge is continuing, what the expected total volume of discharge will be; and S. Any steps planned or taken to reduce, eliminate and prevent a recurrence of the present discharge or any future discharges not authorized by the general permit, Emallovee Trainint) An employee -training program will be developed and implemented to educate employees about the requirements of the SWPPP. This education program will include background on the components and the goals of the SWPPP and hands on training in erosion controls, spill prevention and response, good housekeeping, proper material handling, disposal and control of waste, equiprneni fueling, and proper storage, washing, and inspection procedures, Allowable Non-Stornivvatev L"ssoharaes The following non-stormwaier discharges from active construction sites are authorized by the General Permit provided the icon-stolmwater component of the discharge is in compliance with Section II D 5 (Non-Stormwater discharges): Discharges from fire fighting activities: Fire hydrant flushing; Waters used to wash vehicles where detergents are not used; Water to control dust; Potable water sources, including uncontaminated waterline flushings; Routine external building wash down which does not use detergents; Pavement washwateis where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled materials has been removed) and where detergents are not used; Uncontaminated air conditioning or compressor condensate; Uncontaminated ground water or spring water; Foundation or footing drains where flows are not contaminated with process materials such as solvents; Uncontaminated excavation dewatering, and landscape irrigation. w 4-1 TO OLD LYNCHBURG RU (STATE RCUTC Tao) rH, ALL DEWATERING ACTIVITIES WILL PASS THROUGH THE SEDIMENT BASIN OR APPROVED DEWATERING BAG. TRAPPED SEDIMENT WILL BE PLACED ON THE SITE UP GRADIENT FROM AN APPROVED SEDIMENT TRAPPING DEVICE, 0 z w U U � z g. w z U a, 0 8a 'a m a a p JOB No. 17-0182 SCALE 1 " = 4"0' DATE 10/23/2017 REVISION DATES: SHEET No. W3 PLOT DATE: 01/29/18 DESIGN NARRATIVE Pr.oiect Location Description 8, Jusutication The subject property is located between the south side of Country Green Road and the north side of Mountainvvood Road. Access to the property is via Country Green Road and Mountainwood Road. The total acreage of the project Is 5.756 acres. The property is bound by a planned residential development to the west side and a vacant residential property on file oast side. The proposed site davelopnlunt consists of 96 apartment units contained within foul' buildings. The developed site also includes a community building, along with all of the as'-ddeed parking and utilities. TD facilitate file project, Albemarle County issued a zoning certification for 06 units on September 26, 2017, NaLurei Resources and Lnfsfi� Conditions Development of the site has been contemplated for a number of years. The site has been disturbed by grading operations in the past as evidenced by existing manmade cannon berms and the age of some of the trees. l he ground cover consists of dense Trees, thiels untlarlxush, and grass. The Albemarle County Service AuthorilY has a Seaver main running through file property and wafer mains in boN1 Cou»Iry Green Road and IViountainwood Road. Power lines are also located on the property. No hard or wetland features are located on the property, In addition no Imown rats, threatened or endangered species have been located on Ibe property adowgslleam of the property. S[ormwate _Ntananmment Quantity The purpose of file following stonnvuater calculation is to document the pinposod storllwa er In 1 anagemeni system will reduce the post developed runoff iron the on-site generated i-ydlie 2 -year, arta' 10-yeaf, 24 trout SICI IIl CoOnfi; below the release rate established by the Virginia Energy Balance Equation. A stormwater detention basin was chosen as the BIOP to ad as the sto"ll-ler quanliiy control device. Hydrographs 1 and 2 establish the 2 -year and 25 -year combined runoff 6'am boll, on- site and oft -site areas directed to the star mwaler facility during its function as a temporary sediment basin. Hydrographs 3 and I show the Pouting results of these storm events. Hydiogi aph numbers 5, 6, and 7 represent the on -silo pre -developed runoff for file 1, 2, and 10 -year, 24 hour events. Hydrographs 8, 9, 10, and t 1 represent file onsite post -developed runoff from the 1, 2, 10, and 100-yeaf, 24 hour events. Hydiograplis 12, 13, and 14 show the routing results for the on-site 1, 2, and 10 -year storm events. As shown by the calculations, the peal. flow Worn these hydro9,aphs is less than the allowable release rate established by the Viminia Energy Balaaoc Equation. Thus, all Stare and Albofnade County requirements have been satisfied. Flooding Hydrographs 15 and 16,epiese1t the otf-sto ru)ofttot the 10 -year and 100 -year, 24 hour storin events. Hydrographs 17 and 18 combine hydrogi aphs 15 and 10 and 16 and 11 to establish the total TO year and 100 -ye a irunolf directed to the arermwatel' facility. Hydrographs 19 and 20 routes the total 10 -year and 100 -year events through the basin determining the basin size and duffel structures are adequately sized to co 1 the flooding hym ogi aphe within file basin and that all down abeam drainage components are adequate to pass the flooding events. Quality Offsite nutrient or will be purchased to satisfy the 5.11 pounds of phosphorus per year that nmsf be removed from the devclopmenf. Adequate Downsfrearn System Runoff from this project Is directed to an sooting 42•mch storm sewer system under INountainwood Road. This existing storm sewer and the existing ditch it discharges into are both adequate. Soils The general project soils are defined under separate cover within the attached Sworiwafer Pollution Prevention Plan and specifically within the project geotechnical re poll. STQRMWATER MANAGEIV ENT CALCULATIONS Or',ainare Area Total on-site area to detention basin - 5.76 acres Precipitation Data foil 24-hour Storms 1 year = 3.05 inches 2year' = 3.69 inches 1 Oyr = 5.58 Inches 100year = 9.16 inches Salt Grouts Soils are in the C hydrologic group ExisPna Runoff Coefficients 7.76 acres woods a grass combo @ CN -72 Proposed Runoff Coefficients 0.53 acres forest/open space @ CN=70 2.48 acres in managed furl @ CN=74 2.75 ..as ,of top 3 pavement @ CN -98 5.76 acre total C,"� = 85 True of Concentration Existing Conditions 65 Ll- sheet Clow over woods A grass at 0=0.20 w,14.6296 slope, TC=13.25 min 1180 I_P ditch flow w/ 114,9 15; TC=6.0 min Total TC = 13.25 1 6.0 = 19.25 min (use 19-0 min) Proposed Conditions 22 LF sheet flaw over grass at C=0.20 wd 12.509) slope, TC=6.80 min 209 LF pipe flow w/ H=18.04', TC = 1.25 min x 0,20 - 025 min 857 LIF ditch Ilow w:f H=36.74', TC = 4.90 nein Total TO = 6.80 + 0.25 +4.90 - 11.95 min (use 120 min) Allowable Release Rata from Nte Ener'gV Balanre Equation Hydrographs 5, 6, and 7 calculate the pre -development runoff quantities for the 1 -year, 2 -year, and 10 -year, 24 hour rainfall events. The results are as follows: 1 year = 4.85 cis = q,,;,,, 2year = 7.41 cis = g2111e 10yeai = 16.72 cis = q,,,,), ' The ie -developed RV or 0 in inches can be computed as follows: i Q=(P-0.2S)'i (P+0.3S) _ Whale Q - runoff depth in inches I P =rainfall depth in inches or 3.05" for tyi, 3.69" for 2yr E 5.58" for 10yl = potential maximum retention after runoff begins in Inches I CN curve number ' Miele S = 10ot0 IV - 10 or 1000/72 - 10 = 3.89 Thus: 0,1,,,,= (3.05 - (0.2 x 3.89)}` i (3.05 -p (0.8 x 3.89)) = 0.84 Similarly Qcne ` 1.25 Q1ol,,. - 2.65 Front Nle results front the State RI spreadsheet file RV or in inches is given as Q,I,,,,, = 1.63 t Qzcn_I = 2.18 Qu1roe1= 3.91 The energy, balance equation which determines the allowable release rate can be j solved as follows: q,no., _ (0.80 ): (g1Gcx Q1pa)) / Q1wr, _ (0.80 x (4.85 x 0.84)) ! 1.63 = 200 cis (0-80,x {q_p,n x Q.1,,,�.>) / QI = (0.800 17.41 x 1.25p / 2,18 = 2.18 cls 4,mnal = 10.80 x ugilO ,, d Iw,,J) / 0,p1,o„ = (0.80 x (16.72 x 2.65)) / 3.91 = 9.07 cis Routing Results i yr post release rate = 1.81 cis <2.00 (1ydrogfa' 1 no. 12) 2)r e ra _ I po t 1 please to - 2.09 els < 2.78 Oydrograp6 no. 13) t 0yi post release rate = 8.67 cis < 9.07 (hydrograph no. 14) The total 10 yuar event is contained within tile pond and exit s the facility through the principal spillway. (See hydrograph 19) The total 100 -year event is containedwifhin the ++ pond and exits the facility through both the principal and emergency spillway. (Sec hydrograph 20) U1'ainage area Asn In 111V land Cover Sulnma'v OCQ ViYe,I Runoff Reduction Method New Ocv,:lollmenl ConlPliance Spreadsheet -Version 3.0 """ )"'y4,cauurls clef: 2013 Draft Std, W specs site summary oral rlanlau = a nd,e, 51te Land Cover S- ­q A soils OSoilsC Soils a5.it, Totals -fl'otnl rorerUanen la=re.) u.o9L,00 ar. 9.pa u aged Tult tastes) 0.00 0.00 i.01 0.00 3.01 52 1 npery pus C_ Latest 0.00 0.00 2.JS O.OU 2.Ii 43 5.]r 0U Sint Tv and Land Covet' Nutrient Loads Site Rv 0.5] ____--__ _..__ __..--.__- _... -_._. m,91n1 a ,n aadw o f hog wo whae Ru o' Redo 'o+ rte od,.io„s se Asoils Porca/open la=rest a.9U INa,aged Tuff(acres) v- a5ois CS.it, oWils a.uuo.9u u.00 I rare 3.01 0.00 TOWI u.ua 3.U1 :4 a. Total 5' ItunoH Volume and CN Calculations 1'arCet ltainl:,ll Event lint -Ye'111J'tcr -Ye3, sy or VvaS,fto, -11Yd. HYdro9lapn� Pavl, SWM BASIN OPERATION AND MAINTENANCE PLAN Valun,o MAINTENANCE TASK FREQUENCY Nu. IYpe + 1oI,9i,q let_.)Y I SCS Reno :,a 2 SG>liunotl 4,.0 3 Rnsc:wi, GENERAL INSPECTIOW AND DEBRIS CLEANUP ANNUAL OR AS NEELED pG'Io l,l'tlls) v ! , (Y,$)tl �Iv(Il)m� 25 -� _._ YGO.IG CLEANOUT SEDIMENT ONCE EVERY 3 TO 5 YEARS u '3 G '.,u REMOVE DEBRIS, BLOCKAGES & OBSTRUCTIONS FROM PS INFLOWS AS NEEDED .: V2 acro 2'c 1, co,s.... v. q r, e REM'OVE DEBRIS BLOCKAGES & OBSTRUCTIONS FROM PS OUTFLOWS AS NEEDED G_^A,3 MON' EMBANKMENT GRASS, PERIMETER TURF & EMERGENCY SPILLWAY AT LEAST 4 TIMES PER YEAR s1s nn�mu e 15 0 SCS F­a.,U REMOVE AND REPLANT DEAD LANDSCAPE MATERIAL, THIN AQUATIC OR .1z.]ar >u.I:pO .. -- I " ._... EMERGENT VEGETATION ANNUAL OR AS NEEDED 6 720 a ,.,n .3 7e) f ..ti - L 0 26 11 M2 RESEED AND/OR REPAIR CONTRIBUTING DRAINAGC AREA, POND BOTTOM _._ +f 1 453.uu 2 ,U .,. , ",to 10 ' IU I -. _.. 1 a 0, 1 1 .... GU 1, _._ ,00y,Post ,2,,,e. 1,1 rlo le ti.UOa 21+ no.,le 2.l1ty ,a,, nuuly ' - la Y le POND SIDE SLOPE TURF AREAS 1'O PREVENT EROSION AS NEEDED l CLEAR DISCHARGE CHANNEL OF BRUSH OR WEEDS ANNUAL OR AS NEEDED \ rrryys y T 1( I PS = PRINCIPAL SPILLWAY J j i 11 a -11Yd. HYdro9lapn� Pavl, nme I 'title ,o Valun,o Rcluln Inllo+v 1,!axlmu, rlaxlnlun, Hydiogl'eph Nu. IYpe + 1oI,9i,q let_.)Y I SCS Reno :,a 2 SG>liunotl 4,.0 3 Rnsc:wi, ,ervnl ' Peal, 1i(ninl ' (min) e .,.0 u 'J2 (corp 112.7le 112.706 pG'Io l,l'tlls) v ! , (Y,$)tl �Iv(Il)m� 25 -� _._ YGO.IG slofa9v� d:.sa1p11w1 (cull) ...... w;lim, ^S Srcunslr ;,60i 1, ,.vvs„udlon I.c i,l I sea flu u A u '3 G '.,u ,,s.a/ 2J, 14 2' 0.1,1 I z .... --- .: V2 acro 2'c 1, co,s.... v. q r, e SCS H[moll tv.' a ses n,Innu iL.1 G-0 e 720 G_^A,3 lU s1s nn�mu e 15 0 SCS F­a.,U e rro u i,.0 .1z.]ar >u.I:pO .. -- I " ._... zv, Isoc1 ...._ ,Ulv pu.;l 1 seaRvvull 4r 4 z Neaeivoi, .a .v I'v I Sys Hunoll. o eeSli Ca -I.0 Ce L 1. Ra J 1 6 720 a ,.,n .3 7e) f ..ti - L 0 26 11 M2 1.1a.a19 21:GbIf L37 G.a9J Id%i1i2 12,01,2 43..4ol . _._ +f 1 453.uu 2 ,U .,. , ",to 10 ' IU I -. _.. 1 a 0, 1 1 .... GU 1, _._ ,00y,Post ,2,,,e. 1,1 rlo le ti.UOa 21+ no.,le 2.l1ty ,a,, nuuly ' - la Y le 0 ,. .... 0 I �n I d� 191 S,e.`)" 1a0 1H .I.,IT I I r,I v,J-, i,1al p01i 1 Z 1� 03 O JOB No. 17-0182 SCALE 1" = 60' DATE 10/23/2017 REVISION DATES: SHEET No. /16' I Proj. file: f3N001(DALEGPW IDP file: Alebmarle.IDP Run date: 12-10-2017 � r 024 __-_----... -.__. _-------------_._.---... _ -- ---- --- --- ----'--I I, PLOT ].ATE: 01/29/18