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HomeMy WebLinkAboutSUB201400187 Plan - Approved Road Plan and Comps. 2016-07-07GENERAL NOTES OWNER: ROUTE 240 HOLDINGS, LLC P.O. BOX 1467 CHARLOTTESVILLE, VA 22902 DE VEL OPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22902 ATTN.- ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 PRE-APPLICA TION CONFERENCE.- SEPTEMBER 23, 2013 TAX MAP NO.: 05600-00-00-05700 (DA3. 2478, PC. 251) 056A2-01--00-06200 (D, B, 2525, PG. 75) PROJECT AREA: 14.61 AC (05600--00-00---05700 R-6 PORTION) 2.13 AC (056/12-01-00-z06200) 16.74 AC. ZONING. R-6 RESIDENTIAL (05600-00-00--05700 - 14.61 AC), ENTRANCE CORRIDOR (EC) R-2 RESIDENTIAL (056A2--01-00-06200 - 2.I3 AC) DENSITY- R-6 ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT. 6 D.U./AC. R-2 ALLOWABLE DENSITY FOR BONUS LEVEL CLUSTER DEVELOPMENT - J D.U./AC. PROPOSED DENSI TY- R-6 SINGLE FAMILY DETACHED: 1 Sheet Title R-6 To WNHOMEISINGLE FAMILY A TTA CHED: 19 (TOTAL FUTURE LOTS) COVER SHEET R-2 TOWNHQYE Z 21NFAMILY ATTACHED: J (�EU7�LRE �jUBDIV —GLE -- EXISTING CONDITIONS TOTAL PROPOSED LOTS.• 23 LAYOUT PLAN R-6 DENSI TY 20 D.1,.114.61 AC. = 1:.37 D.U./AC. UTILITY PLAN R-2 DENSITY 3 D. 0./2.13 AC. = 1.41 D.U./AC. OPEN SPA CE.• OPEN SPACE A=1.86 ac. OPEN SPACE F=0.05 ac. SITE UTILITY DETAILS OPEN SPACE 8=0.05 cc. OPEN SPACE G=0.03 ac. ROAD NOTES & DETAILS OPEN SPACE C=.2.86 ac. OPEN SPACE H=0.22 cc. ROAD & WATERLINE PROFILES OPEN SPACE D=0.04 ac.. OPEN SPACE I=0.10 a c. ROAD & WATERLINE PROFILES OPEN SPACE E=0.05 ac. ROAD & WATERLINE PROFILES 5.26 AC. / 16,74 AC. == 31.47 ROAD & WATERLINE PROFILES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. SIGHT DISTANCE PROFILES ALL OPEN SPACE SHALL. BE RESERVED IN A PEED FOR THE COMMON USE OF LOT SIGHT DISTANCE PROFILES OWNERS IN THE SUBDIVISION. STEEP SLOPES. • NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY MfANAGED STEEP ROAD LINE & CURVE TABLES SLOPES ARE LABELED ON THE EXISTING CONDITIONS SHEET OFFSITE DISTURBANCE.- NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SE TBA CKS. FRONT.- 5' DRAINAGE PROFILES SIDE.- 5' DRAINAGE PROFILES REAR: 20' SUBDIVISION STREETS. CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WA TFR SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUL)ABUsH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING MAY 2014. DA TUM: - NAD 83 EXISTING VEGETA TION: PARTIALLY WOODED LIGHTING. NO LIGHTING IS PROPOSED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDE19 ON EACH LOT PARKING WILL BE PROVIDED ON ONE -SIDE OF THE STREET ON FREMONT ST, NEWPORT ST, AND BINION DRIVE. OFF .STREET = 128 (INCLUDES FUTURE TOWNHOMEISF ATTACHED LOTS) - FA r, 10114 49t - D111111111 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA ON STREET J7 PARALLEL ON -STREET SPOTS TOTAL = 165 SPACES GUEST SPACES REQD=)-7J UNITS14 GUEST SPACE PER UNI T=18.25 GUEST SPACES GUEST SPACES PROVIDED==43 PARALLEL PARKING SPACES PHASING: NONE PROFFERS.• NONE BUILDING S/ TES.• FUTURE LOTS 1-64 MAY NOT BE FURTHER DIVIDED. EACH PARCEL (CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF THE' AL)BEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS. THE STREAM BUFFER -13 SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS.• NONE IMPERVIOUS AREAS. ROADS & SIDEWALK: 5.70 AC HOMES.• .2.86 AC TO TA L: 8-56 AC .P) -09-05700 005�`Sao -0` / � .... ........ -0 A ROUTE� 240'HOLDINGS LLC 05�00-00-00-05780 AC PO % 056KO-00,00-000xi, Oi AC kilb V P�-1-RESJDENTIAL FOOTfJfLLS CRQSSING INC 1 AILY, Ef)MLJNP J CA Z6 d.1 & CYNTRIA DAILY, 48.825 ACRES 26�875 ACRkS 20NFNG-X-t ENTIAL -- ------ -- ZONING: R-I/R-6 RESIDENTIAL, IV N Z 05600-00-00-057110 ti v DAILY, EDMUND J x4- & CHRISTOPHER DAILY N h & CYNTff1A DAILY DICANIO 6KO 05 -00-00-000M "N 26.875 ACRES' TOOTHILL&QROSSINGINC ZONING: R-I/R-6 RESIDENTLkL,-- 48-..$25 ACRES ZONING: -1 RESIDENTIAL 'a r. N A V V, ag SHEET LAYOUT SCALE: 1" = 150' ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING & MITIGATION PLAN 6 SITE UTILITY DETAILS 7 ROAD NOTES & DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD & WATERLINE PROFILES 10 ROAD & WATERLINE PROFILES 11 ROAD & WATERLINE PROFILES 12 SIGHT DISTANCE PROFILES 12A SIGHT DISTANCE PROFILES 12B ROAD STATIONS PLAN 13 ROAD LINE & CURVE TABLES 14 SANITARY SEWER PROFILES 15 SANITARY SEWER PROFILES 16 DRAINAGE AREA PLAN 17 DRAINAGE PROFILES 18 DRAINAGE PROFILES 19 DRAINAGE PROFILES 20 DRAINAGE CALCULATIONS 21 DRAINAGE CALCULATIONS 22 DRAINAGE CALCULATIONS 23 LANDSCAPING PLAN 24 LANDSCAPING DETAILS TOTAL 26 PAGES 5) STREET TREES SHALL BE PROVIDED ALONG' ALL -HE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH V90T AND ALBEMARLE COUNTY STANDARDS. APPROVED by the Albemarle County Community Development Departant Date -) -'-j - LEGEND File v �L ROADS EXISTING CtUL VERT EARTH DITCH CUL VERT DRI VEWA Y CULVERT A DROP INLEIT & STRUCTURE NO. BENCH MARK CURB NOTES. LIMITS 77777= CURB & GU TTER — — — — _,CLEARING 1) THIS PROPERTY DOES NOT LIE WITHIN AN Aq?IcULTURAL AND/OR FORESTAL DISTRICT PROPOSED PAVEMENT 11 VDOT STANDARD STOP SIGN 2) THIS PROJECT IS NOT LOCATED WITHIN FLOOLPLAIN LIMITS, BASED ON FEMA MAP NUMBER 5100JCO229D - - - - - - - - 200- - - - - EXISTING CONTOUR ADOPTED FEBRUARY 4, 2005.zoo PROPOSED CONTOUR 3) EACH LOT AS SHOWN HEREON CONTAINS /A BQDING SITE WHICH MEETS THE REQUIREMENTS OF SEC770N 4.2.2(b)l (18-520) 240.55 PROPOSED SPOT ELEVATION TBC DEN07ES TOP/BACK OF CURB 4) ALL PROPOSED EASEMENTS SHALL BE DED)ICATF-I To PUBLIC USE. 71B DENOTES TOP OF BOX 5) STREET TREES SHALL BE PROVIDED ALONG' ALL -HE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH V90T AND ALBEMARLE COUNTY STANDARDS. .0 -.-. -. ..... -OF... Intersection Distances Along Park Ridge Drive Z -v roux LU_ SETBACK W :r �. TYP — — — F BLOCK B .. ({},.._.. BLOCK C II FUTURE LOTS —... .. 16-17. 1— 5` FRONT. W SETBACK ...... ... . BLOCK F 12,842 fI� . -- 107' .0 -.-. -. ..... -OF... Intersection Distances Along Park Ridge Drive Fremont Street to Newport Street 513' Newport Street to Binion Drive 284' NOTES: 1. INTERSECTION SITE DISTANCE IS 335' UNLESS OTHERWISE NOTED. SEE PROFILES. 2. SIGHT DISTANCE EASEMENTS SHALL BE 5' OFF OF THE SIGHT DISTANCE LINE AND PROVIDED WHEREVER SIGHT DISTANCES EXTEND BEYOND THE PROPOSED RIGHT-OF-WAY UNLESS OTHERWISE NOTED. 3. NO PARKING PERMITTED ON PARK RIDGE DRIVE OR EASTERN AVENUE. 4. PARKING SHALL BE PERMITTED ON ONE SIDE OF THE STREET ONLY ON FREMONT STREET, NEWPORT STREET, AND BINION DRIVE. 5, A PERMIT AND COORDINATION WITH VDOT WILL BE REQUIRED FOR THE CONNECTION TO HILL TOP STREET. THE CONNECTION SHALL BE IN ACCORDANCE WITH THE "ASPHALT PAVEMENT RESTORATION" DETAIL FOR OPEN CUT UTILITY INSTALLATIONS (LUP-OC), SEE SHEET 6 FOR DETAIL. a 1,00'WPO BUFFER Vt' TEMPORARY TURNAROUND d CONSTRUCTION EASEMENT TEMPORARY TURNAROUND ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 100' WPO BUFFER ♦ ♦ �i SWM FACILITY . LOT NUMBER LOT AREA (s#) (ac) BLOCK A 18,889 0.43 BLOCK B 15,057 0.35 BLOCK C 10,965 0.25 BLOCK D 11,284 0.26 BLOCK E 11,672 0.27 BLOCK F 12,842 0.29 BLOCK G 9,856 0.23 BLOCK H 13,313 0.31 BLOCK 1 10,635 0.24 BLOCK J 16,202 0.37 BLOCK K 15,555 0.36 BLOCK L 10,747 0.25 BLOCK M 16,020 0.37 BLOCK N 11,022 0.25 BLOCK O 14,600 0.34 BLOCK P 15,755 0.36 BLOCK Q 20,132 0.46 BLOCK V 10,881 0.25 BLOCK W 13,258 0.30 BLOCK X 7,393 0.17 BLOCKY 12,841 0.29 BLOCK Z 10,965 0.25 BLOCK AAJ 11,613 0.27 V) R-6 GIS BOUNDARY LINE NOTE: SEE LANDSCAPINiG PLAN FOR STREET TREES. ' �,� a I('."JAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MH 22 .4 C ....... ... OOTHILLS BOUNDARY LINE PROPOSED STORMWATER ANAGEMENT MAINTENANCE 0, PROPOSED FIREHYDRANT AND ACCESS EASEMENT 0"X6" TEE 6" G.V. M 7* /PROPOSED STORM SEWER EASEMENT (TYP.) 6. PROPOSED " :F \ \\.' / / 12" CLASS 52 DIP WATERLINE ROPOSED 12" PLUG PROPOSED 12"X10" CROSS N 134 011 r-, X/ T 0 SCOTT R. COLLINS� No. 35791 111 AL - ONAL CONNECT TO EXIS TING ACSA SANITARY SEWER 0000 GRAPHIC SCALE 50 0 26 60 100 ( IN FEET ) 1 inch = 50 ft. %.417L -w I ll'%L- I I I Ljrxr%l 14 1 10"X6" TEE & 6" G.V. 3.83'X 4'X 2..$3' CONCRETE THRUST BLOCK SEE DETAIL ON THIS SHEET FOR THRUST BLOCK IN FILL AREA LL f Lu O to r JOB NO. 112066 SCALE i"=50' ll=50' SHEET NO. 4 4 L" -4 -4 -1 uj U) F- (n F-- (n F- 0 w CD 00 C) CS i rq -1 " rsi rq 0!<- u M U 0 Z 0 _j F- 0 U 0 0 0 0 -J u u u 0 re 3- PO4 u LO Z:) �: =) = :D 3.. C-6 (A uj 0-j V) ;:, 0 Q) 0 U 0 U LL, 2, 0 ;:- < ::) 0 q� W W Q > 7' U & EL 0- C1- C, uj > > — LL, uj Lu w LL' CL Lu u -J u) > u) u) > U) si r-) Lu Lu LU W > UJ o� UJ ce uj > ce I > Ce uj Lu ry CONNECT TO EXIS TING ACSA SANITARY SEWER 0000 GRAPHIC SCALE 50 0 26 60 100 ( IN FEET ) 1 inch = 50 ft. %.417L -w I ll'%L- I I I Ljrxr%l 14 1 10"X6" TEE & 6" G.V. 3.83'X 4'X 2..$3' CONCRETE THRUST BLOCK SEE DETAIL ON THIS SHEET FOR THRUST BLOCK IN FILL AREA LL f Lu O to r JOB NO. 112066 SCALE i"=50' ll=50' SHEET NO. 4 4 L" -4 -4 -1 Ln Ln CD 00 C) CS i rq C -4 " rsi rq M CONNECT TO EXIS TING ACSA SANITARY SEWER 0000 GRAPHIC SCALE 50 0 26 60 100 ( IN FEET ) 1 inch = 50 ft. %.417L -w I ll'%L- I I I Ljrxr%l 14 1 10"X6" TEE & 6" G.V. 3.83'X 4'X 2..$3' CONCRETE THRUST BLOCK SEE DETAIL ON THIS SHEET FOR THRUST BLOCK IN FILL AREA LL f Lu O to r JOB NO. 112066 SCALE i"=50' ll=50' SHEET NO. 4 ACSA GENERAL WATER & SEWER CONDITIONS a. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HiS OWN INITIATIVE, LOCATE ALL UNDERGROUND LiNES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTIONN SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (I-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE: & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LiNES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL 13E RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LiNE. g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. s.o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE: NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY rt, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). £NEiWALL FOR ELL�'ilCAl,. PSE SiiE OF l71.PTICIII WE LxA.YERT tSPA`4 x t�E) SOON" STANDARD WALL FOR PIPE ULVERTS 105 1211-36" C CULAR 23"x1417 -53"X34" ELLIPTICAL PIES 302 VEgFfA DEPAIUMI iT OF TRMiSPORTAiM 1DI,OT (4) i' (28mm) DTA HOLES 27 1/2" DW 1 1/2" ON 32 3(4" (R54..) CNA [36mm] HOLT CIRmF_ [699mm] 0 22 1/4' DIA t" W [667mm] �I [17 MMI _ 24" DIA [6a6mm] �- 28 7/16' OtA 5/8'-� -" [722mm] [15mm] « ._--- 36' DIA(b :26" O L914mm] 1 1f2" FRAME SECTION [38mm] [2Omm] 2" (5tm.) LETTERS (RECESSED FLUSH) 1' t 3 1/13' 1/2" MMMI CJ ) 3 13/16' ___._ 'A 22 13/16'_ 2 1/8- [37mm] [57.3 mm} [54mrn]-- P 25. 1 3/8' [$35mm] d 11/16" [35mm] 9/16" gLD. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA Z- CAM BOLT t- NEOPRENE GASKET SEE ASSEMBLY (2) WSHR 1/116 X 5/8 X 1 1/2 RUBBER PAR7ji 00981M (2) CORED 113001T 1 5/8" (2) BLT HEX 5j/8 -11X3 1/2 SS S W PCKEAR5 [5mm]2 O" [41 mm PAR'S �9at2`sD 1/2" (2) W5HR 5/8 ID 1.50 OD 55 t 1/8" (29mm) DIA 805S [6rttin}� [13mm .S3 DIA. STAINLESS STEEL ROD Pte# �gt31jB PLAN V1EW PtOPMAR & LOCI4.Ufa HOLE DETAIL (2) Nur rte 5/8-11 ZN NYLK NOTES PART¢ 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SQ5.)ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 2N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PARTS 00981229 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. 1 (2) IS35R LOCK LUSC TYPICAL: WATERTIGHT (SHORT) PART# 001%3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY TD -30 N07E: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH_ VARIES -aE 8' MIN 2' TO 10' -- (270') 18'-22" 7 CU. FT. VALVE BOX #68 STONE 2'MIN e 01.9 .j -6" GATE - p.J VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AORTAS"r UNDISTURBED STABLE SOIL. STEEL PILE - -- RESTRAINED JOIN; FITTINGS WIZEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N 0 TI= 1, SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( 1NCLIJDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER 4R BEHIND TFE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE TliE PREVAILING GROUNDWATER ELEVATION. IF REQVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUCGF.D AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL N.T-S. FIG. W-4 OJOT XTI DR INA GOVERLTHLE DRAINAGE (T FABRTC PAYED SHOUt-DER ENDWALL FOR CIRCULAR WE S x up -4 TOP) N012I AGi4?i4ATE b Wwe TO BE INEVELED WITH MWAR PROiARY DIRECTION Y2- D-fr - - .. - - - - .. ..� ._•. E r A . G " sA DD MOT MVEL WYM V_r (Y-9" HY-19" 45-x29" jF a O'•1r NOTES Y4" b 'M4" MAY LNTL "X- REA(NiES A FEif61i ( 4" MASRE EI(DNMAi1 WOULD E TCR ,OF IDWA,L 6 �Ey�, LOBE IS RF MU11 4M4 T°THE tEJIDWJI L AT THE •TUFT E31P OFF THE 4xf..VERf tIIEAE T74E FLGM £TITERS THE EXIE VER7). SVAQULDW LOPE, SLOPE. SFIXRDER OTP MOVE IFILL 7. hEA4JMMAIL Ar IW 1XArt£T' 00 OF THE 0XVIE IT MAY BE EITHER: SQUAW 2, THIS rTEM MAY BE PF ECAST 8X7 C&T IN PLACIE_ EDGE OR DEVE1 EDGE, J. l j 1 l XST 17 PLACE CaHt TE TG W_ CLAss AS. FOR i'iIECAST TEF S}iE£T *a, $ SHALLOWTop or W WHERE ENDWAIS E ROAN AEL Ott: TPS P War D £BADE aF TIE FAM #, TT TO BE U WITH STRA*ff AND A� MS SK 2, -YO � M" BE PROVWi ON ALL *DGE3 AT WANF� OPTION. 5. W-40WALL. TO aE 6EVEL.ED I4 ALL AXE,kS EXCEPT MM A CbWI= W"M INVERT 947 0R W114GW 1.5 Ott 01-01" «1 Lr_®. E1Y-U1 £NEiWALL FOR ELL�'ilCAl,. PSE SiiE OF l71.PTICIII WE LxA.YERT tSPA`4 x t�E) SOON" STANDARD WALL FOR PIPE ULVERTS 105 1211-36" C CULAR 23"x1417 -53"X34" ELLIPTICAL PIES 302 VEgFfA DEPAIUMI iT OF TRMiSPORTAiM 1DI,OT (4) i' (28mm) DTA HOLES 27 1/2" DW 1 1/2" ON 32 3(4" (R54..) CNA [36mm] HOLT CIRmF_ [699mm] 0 22 1/4' DIA t" W [667mm] �I [17 MMI _ 24" DIA [6a6mm] �- 28 7/16' OtA 5/8'-� -" [722mm] [15mm] « ._--- 36' DIA(b :26" O L914mm] 1 1f2" FRAME SECTION [38mm] [2Omm] 2" (5tm.) LETTERS (RECESSED FLUSH) 1' t 3 1/13' 1/2" MMMI CJ ) 3 13/16' ___._ 'A 22 13/16'_ 2 1/8- [37mm] [57.3 mm} [54mrn]-- P 25. 1 3/8' [$35mm] d 11/16" [35mm] 9/16" gLD. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA Z- CAM BOLT t- NEOPRENE GASKET SEE ASSEMBLY (2) WSHR 1/116 X 5/8 X 1 1/2 RUBBER PAR7ji 00981M (2) CORED 113001T 1 5/8" (2) BLT HEX 5j/8 -11X3 1/2 SS S W PCKEAR5 [5mm]2 O" [41 mm PAR'S �9at2`sD 1/2" (2) W5HR 5/8 ID 1.50 OD 55 t 1/8" (29mm) DIA 805S [6rttin}� [13mm .S3 DIA. STAINLESS STEEL ROD Pte# �gt31jB PLAN V1EW PtOPMAR & LOCI4.Ufa HOLE DETAIL (2) Nur rte 5/8-11 ZN NYLK NOTES PART¢ 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SQ5.)ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 2N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PARTS 00981229 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. 1 (2) IS35R LOCK LUSC TYPICAL: WATERTIGHT (SHORT) PART# 001%3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY TD -30 N07E: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH_ VARIES -aE 8' MIN 2' TO 10' -- (270') 18'-22" 7 CU. FT. VALVE BOX #68 STONE 2'MIN e 01.9 .j -6" GATE - p.J VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AORTAS"r UNDISTURBED STABLE SOIL. STEEL PILE - -- RESTRAINED JOIN; FITTINGS WIZEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N 0 TI= 1, SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( 1NCLIJDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER 4R BEHIND TFE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE TliE PREVAILING GROUNDWATER ELEVATION. IF REQVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUCGF.D AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL N.T-S. FIG. W-4 OJOT XTI DR INA GOVERLTHLE DRAINAGE (T FABRTC PAYED SHOUt-DER ENDWALL FOR CIRCULAR WE LONGITUDINAL PERFORATED PIPE up -4 TOP) N012I AGi4?i4ATE DAMETER OF PIPE CILLYIENT - CRUS" STRENG M PROiARY DIRECTION Y2- 16- W 3T OH !4' 3T OR .YG" 37 4R 7I" A W_r V_r (Y-9" HY-19" 45-x29" t -0- a O'•1r r -r, r"3" Y4" 11-9" 2'-0" a t-4" 1-r 7.41" r-2- 2'-6" Z_r D r D" t-3- r e" 4`_C'" 2W 947 F 01-01" 1x-01" 77-01" Lr_®. 011-•- 0'-9- H W-3- x -Mr 3'-2" 31-9" 41_3" 1V_V L I4,-0" 11-100 8G-0" V-0" S -D- '!b'-0" rd' -0" r -z, ol-f/a" 0-1%. 0-r X1.2 0,0/1 ' W-a)G,- VA' D' -f/4" 0'-#V 77 O -2Pit- tY-3" v -r.. -r CUM YA1DS OF 00MCM TE 4` 0" 4'-2" tl*Z Pf'+E U41 01492 Q f87 131a 2467 2.94? I� M. PPE 0287 0521 0 €39 ta9e 2'B6 3 743 £NEiWALL FOR ELL�'ilCAl,. PSE SiiE OF l71.PTICIII WE LxA.YERT tSPA`4 x t�E) SOON" STANDARD WALL FOR PIPE ULVERTS 105 1211-36" C CULAR 23"x1417 -53"X34" ELLIPTICAL PIES 302 VEgFfA DEPAIUMI iT OF TRMiSPORTAiM 1DI,OT (4) i' (28mm) DTA HOLES 27 1/2" DW 1 1/2" ON 32 3(4" (R54..) CNA [36mm] HOLT CIRmF_ [699mm] 0 22 1/4' DIA t" W [667mm] �I [17 MMI _ 24" DIA [6a6mm] �- 28 7/16' OtA 5/8'-� -" [722mm] [15mm] « ._--- 36' DIA(b :26" O L914mm] 1 1f2" FRAME SECTION [38mm] [2Omm] 2" (5tm.) LETTERS (RECESSED FLUSH) 1' t 3 1/13' 1/2" MMMI CJ ) 3 13/16' ___._ 'A 22 13/16'_ 2 1/8- [37mm] [57.3 mm} [54mrn]-- P 25. 1 3/8' [$35mm] d 11/16" [35mm] 9/16" gLD. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA Z- CAM BOLT t- NEOPRENE GASKET SEE ASSEMBLY (2) WSHR 1/116 X 5/8 X 1 1/2 RUBBER PAR7ji 00981M (2) CORED 113001T 1 5/8" (2) BLT HEX 5j/8 -11X3 1/2 SS S W PCKEAR5 [5mm]2 O" [41 mm PAR'S �9at2`sD 1/2" (2) W5HR 5/8 ID 1.50 OD 55 t 1/8" (29mm) DIA 805S [6rttin}� [13mm .S3 DIA. STAINLESS STEEL ROD Pte# �gt31jB PLAN V1EW PtOPMAR & LOCI4.Ufa HOLE DETAIL (2) Nur rte 5/8-11 ZN NYLK NOTES PART¢ 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SQ5.)ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 2N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PARTS 00981229 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. 1 (2) IS35R LOCK LUSC TYPICAL: WATERTIGHT (SHORT) PART# 001%3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY TD -30 N07E: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH_ VARIES -aE 8' MIN 2' TO 10' -- (270') 18'-22" 7 CU. FT. VALVE BOX #68 STONE 2'MIN e 01.9 .j -6" GATE - p.J VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AORTAS"r UNDISTURBED STABLE SOIL. STEEL PILE - -- RESTRAINED JOIN; FITTINGS WIZEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N 0 TI= 1, SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( 1NCLIJDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER 4R BEHIND TFE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE TliE PREVAILING GROUNDWATER ELEVATION. IF REQVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUCGF.D AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL N.T-S. FIG. W-4 OJOT XTI DR INA GOVERLTHLE DRAINAGE (T FABRTC PAYED SHOUt-DER UP TO Ef.80W PIPE i5 PERF0IYATED LONGITUDINAL PERFORATED PIPE up -4 TOP) N012I AGi4?i4ATE AG - CRUS" STRENG M PROiARY DIRECTION STAe�ai 0 t)i EN GRADED 1}R,VNAGE PAYEMEY4T * ,+�_.,., �`^�•-«+..�,- 33'x14„ 3D"xW 341x22' 38'x2e 4rx27- 45-x29" 4W°r32" 63-%34- A 01=13• W-0 W -W sr' -Ts' &.11? r-rr r -D• r-D� a T_r t«3" - I-II" r -•r1 -Ir T-iO" r -is' 1"-i!, C I -a" F-tr T-1" r-4" r -6w 2,..7. 21-01" 2'-9* D r -P 1'-7" 11-100 21-0" V-3" 21-6" r -r r -z, OUTLET PIPE (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) NO $GALE si4O(1T� WAIL PE 70 PSI XXX _ LMERDRAIF4 SHALL Be CENTERED -UNDM CUM AID GUTTER. . if WALL THICKNESS ESS (MID - MCNEs (.`fYdT$7 tU DRAINAGE FANttC " ' v -r.. -r S-9" 4` 0" 4'-2" 4 4,-71 L V -S° 7'-2" d1• -Q" W-2" 'IL-2" M4`-tr 12'-r 121-tr S t-111 r -r 21-W x -r" �-6• V_V1 1V_r 4'-5" o tr- l+h„ 01 31/4" (r-3%* tr-4" tr-44,, a-'4 .0 Ill -s NOTES* b 0 -2" a' 2if - i% -2T4" Or a- Lt -VA' ti «X14" {Y 4' 0Y 4%1 3. 4341lI;RT ELEVATION AT OUTLET EN3 OF OUTLET PIPE TO 8E A MIilU►( OF 1"-D" CUBIC YMM OF I1OPi(�TE - A$DYE MNVERT EtEYATiOR OF RECEIVING DRAINAGE DITCH OR STRUCT1W CONC PIPE 0$02 0835 723• t K1Q MJbil - 2 kIi i.6i2 2@Bi £NEiWALL FOR ELL�'ilCAl,. PSE SiiE OF l71.PTICIII WE LxA.YERT tSPA`4 x t�E) SOON" STANDARD WALL FOR PIPE ULVERTS 105 1211-36" C CULAR 23"x1417 -53"X34" ELLIPTICAL PIES 302 VEgFfA DEPAIUMI iT OF TRMiSPORTAiM 1DI,OT (4) i' (28mm) DTA HOLES 27 1/2" DW 1 1/2" ON 32 3(4" (R54..) CNA [36mm] HOLT CIRmF_ [699mm] 0 22 1/4' DIA t" W [667mm] �I [17 MMI _ 24" DIA [6a6mm] �- 28 7/16' OtA 5/8'-� -" [722mm] [15mm] « ._--- 36' DIA(b :26" O L914mm] 1 1f2" FRAME SECTION [38mm] [2Omm] 2" (5tm.) LETTERS (RECESSED FLUSH) 1' t 3 1/13' 1/2" MMMI CJ ) 3 13/16' ___._ 'A 22 13/16'_ 2 1/8- [37mm] [57.3 mm} [54mrn]-- P 25. 1 3/8' [$35mm] d 11/16" [35mm] 9/16" gLD. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA Z- CAM BOLT t- NEOPRENE GASKET SEE ASSEMBLY (2) WSHR 1/116 X 5/8 X 1 1/2 RUBBER PAR7ji 00981M (2) CORED 113001T 1 5/8" (2) BLT HEX 5j/8 -11X3 1/2 SS S W PCKEAR5 [5mm]2 O" [41 mm PAR'S �9at2`sD 1/2" (2) W5HR 5/8 ID 1.50 OD 55 t 1/8" (29mm) DIA 805S [6rttin}� [13mm .S3 DIA. STAINLESS STEEL ROD Pte# �gt31jB PLAN V1EW PtOPMAR & LOCI4.Ufa HOLE DETAIL (2) Nur rte 5/8-11 ZN NYLK NOTES PART¢ 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SQ5.)ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 2N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PARTS 00981229 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. 1 (2) IS35R LOCK LUSC TYPICAL: WATERTIGHT (SHORT) PART# 001%3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY TD -30 N07E: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. Al LENGTH OF BRANCH_ VARIES -aE 8' MIN 2' TO 10' -- (270') 18'-22" 7 CU. FT. VALVE BOX #68 STONE 2'MIN e 01.9 .j -6" GATE - p.J VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AORTAS"r UNDISTURBED STABLE SOIL. STEEL PILE - -- RESTRAINED JOIN; FITTINGS WIZEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N 0 TI= 1, SURROUND WEEP HOLES WiTH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( 1NCLIJDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER 4R BEHIND TFE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE TliE PREVAILING GROUNDWATER ELEVATION. IF REQVIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUCGF.D AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL N.T-S. FIG. W-4 OJOT XTI DR INA GOVERLTHLE DRAINAGE (T FABRTC PAYED SHOUt-DER UP TO Ef.80W PIPE i5 PERF0IYATED LONGITUDINAL PERFORATED PIPE up -4 TOP) N012I AGi4?i4ATE AG - CRUS" STRENG M PROiARY DIRECTION STAe�ai 0 t)i EN GRADED 1}R,VNAGE PAYEMEY4T * ,+�_.,., �`^�•-«+..�,- OF WATER, FLOW TYPE 4F PtPE )f W.T. 4'"HORN pOAMETt7t 'LAYER -^��^'^-r^r WM PERFOi(ATED OUTLET PIPE tTYPtOAL) SUSBA5i LAYER - ".w 5 - '� „PIP£ SUBGRAW CON ECTiON SNOOTH. WALL PYC .1D3 45 WYE 3LIBGRAtiE ERiTIfT� CONNECTION .. COtIt mTEO PE MVIT4 W202 PAY LUIS .SEE NOTE 1 - xS7 AG{2EE+GATE, IUM MEETIM E AGGREGATE OR CRUSHED - GRADATKTN F EQUIREMEINT. NON -PERFORATED OUTLET PIPE FOR USE Y D., UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGCc 'OF P -.d' iOUCDER)D t, -D' AA3(. CRUSHING STRENGTH .TYPE OF PPE 45" ELBOW XW.T 4. ". DIAETER PAVED SHOULDER SECTION (TYPICAL) SMOOTH WALL PYC .103 OUTLET PIPE (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) NO $GALE si4O(1T� WAIL PE 70 PSI XXX _ LMERDRAIF4 SHALL Be CENTERED -UNDM CUM AID GUTTER. if WALL THICKNESS ESS (MID - MCNEs (.`fYdT$7 tU DRAINAGE FANttC " ' XXX TESTED ACCORDING TO ASTM D-2412 AT 0X OEPLECTION, - (OVERLAP T -D"' AT TOP) DOWN GRApI*. 1W - STIEIILaCi AVEl�ENT % [ - SHOULDER - OPEN GRADED VRA ANE LAYER _ --Si'E .NOTE '9 -EP MON' ATE'i} LAYER • .,.tET MAIN LINE PAVEhENT Y CONEGOTaON - SLI8CRJ4X: PIPE E: iuTE 1 -ES s #57 A OATS. 08 AGGREGATE 0R CAUSIHED 4 APE GLASS kFCETf4G fn NVATION REOMEVZNT, STD, UD -4 HEO'D. g / 5T D. UO -4 RE4*D. T CURB AND IDUTTER . SECTION (FOR USE WITH STAMLIZED OPEN�-GRAADED DRAINAGE LAYER) - s(HOtILH�R PAVEMENT NOTES* ea f_ t 4" MNIM(r4,f. PROVIDED. ATTAINING MM CM- 4"' OF AGGREGATE ON TC9)'aF t?#'E EDGEDR'AINS IN GORE AREA'S 2. WHEN THE LONCL UDIIIN L PIPE-Cot#K)Q'TSL DIRECTLY INTO A DRAKOZE STRUCTURE (DROP INLET, MN#ME. ECT.), NON-PEWORATE0 CUTLET PIPES AHE NOT REQUIRED. 3. 4341lI;RT ELEVATION AT OUTLET EN3 OF OUTLET PIPE TO 8E A MIilU►( OF 1"-D" - A$DYE MNVERT EtEYATiOR OF RECEIVING DRAINAGE DITCH OR STRUCT1W 4. ALL CiONPECTIA NS (ELBaW'S, WYES, ETC.) WITHIN PAY LK11TS FOR OUTLET PFE T "'" ATE TO OF THE' -BARE GRUSHM01 STRENGTH M THE QUTLET PIPE, COA R(:fAL SIDEWALK OR. ENTRANCE UNPAVED SPACE S. OUTLET PINES ARE TD OE INSTALLED ON 2% AM. 732 DESIRABLE) GRADE AND FERFQRATED 'ATMEVERT 35D'MAJ(IAiN OR Afs.F40TE4 ON. PLA]Vs. IV 6. > f ETD BE SECtiF,ELY' COtN(ECTETI TO £1M'12 40R OTHER IRAftAr PRORMi. Am 9 AGATE H 7. WFTf#M THE LUTE Of A CQMRVAL ENTRANCE,NOWPEWORATED PIPE SKALL aE uliuzED IN L -Vi OF PERFORATED POPE. iAAHi NE ROADWAY $. THE LE]LM OF EWE BETWEEN THE WYE CONWCTI NI API) T#1E EW 12 SHALL ST'D. Cid L:11TED TCO NLt MORE THAN T --C' TO PERMIT CAMERA INSPECTION OF T*E MAIN LINE .y CUTTER tOhOiRDR*4 6EIWEER THE LBAITS � �Wtt ST'D, GIA:a M4 t91iER C)NiEGTION, - ENTRANCE CUIRB RETURNS p ATTER NCM4•PfIAfORATED- PiPE. 9. 'IN EATUAIMM WHEN FULL "IN Of STABILIZED OPEN -GRADED MATERIAL CANNOT BE MANTAIED LINDER CURB AND GUTTER, NO. 218 AGGREGATE SHAiI, BE, USED UNDER. (Xn AND GUTTER. N0.21 8 AGGREGATE MAY ALSO 5E USED FROM TOP OF STABRHZED OPEN -GRADED MATERIAL LAYER ANO CURB AND. GUTTER.. SPECIFICATION - - V=T ItEP240 .240 STANDARD PAVEMENT EDGEDRAIN ROAD BRPcE sTAIDA�RH?^s 258. - - PEYISION DATE SF#Er 2 OF 2 504 VI{V'UA DEPARTMENT OF TRANSPORTATION 70t 1Q$.O7 DJUSTABLE VALVE BOX W LID WATER 2500 P.S.I. CONCRETE THRUST BLOCK 4 M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG W-5 EMB SPRI C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION >--INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER >--HAUNCHING r BEDDING 6" max 4" min > -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE HALL PIPE) NOTE_: 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF --WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE 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 NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD -32 Asphalt Pavement Restoration Detail for Open Cut LTtiiity Installations Mill & resurface ,* Mill +& resufface'- Saw-cut existing pavement �- -- to the the full depth of asphalt 7.5`total asphalt 12- ,1,- 12' min. Concrete Surface Material concrete pavement /Asphalt depth or equal to 17 the depth of existing as iphait cGricrete, �fixmin. I wWcheverisgreater ,�I 1.5' min. / ,//; it r rr i' it ! ' Sutx-baSeC0Uf5edepttl 10' min. ' //r�;f�3hf . /f l -shall be 14°r�r equal to r ;.,i$`i��,,,,,•.,��,� //,lr„ . i depth of existing sub -base, ir.r:i j rf it j.iF i r111r r„ rr Whicheverisgreater v� -NWMvwN---NNS Horizontal andvertical surfaces 12'Bench 12° Bench shall be tacked With RC -250 liquid Min. Min. asphalt at a rata of 0.1 gation per NOTES: _ SY, oras determinedbythe www Nµri Itis#ricladrriinistra#or`sdesignee Asphalt Concrete Surface Matenal: SM -9.5A forADT { 10,000 S elect Material Type I with minimumCBR=3O SM -9.501 forADT > 10,000 --- The district administrator's designee shall determine the v_ _ Mass I backfill material in accordance restoration requirements for other pavelTmenttypes . with Section 302 of the Road and Bridge Specifications Trench width and pipe bedding shall be in ,A No. 26 or 27 aggregate pipe bedding in accordance with VGOT Std. PB -1 ( accordancewith Sections 205 & 302 of !I theRoadandBridge Specifications 12 inches minimumbeyondthe edge ofthetrench on longitudinal open cuts; or25 feet minimum beyond the trench centerline an perpendicular open cuts, or as determined bythe district administrator's designee. Date: August 27, 2014 Not to Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE - FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL INITIAL BACKFILL NTMI 8" 8" MIN MIN. #68 STONE !LAR FILL ASle COVED BY ACSA /� L STABLE SOIL OR ROC NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IIN ALL CASES. DUCTILE IROIN WATER PIPE INSTALLATION c BEDDING N7S FIG. W-2 TD -2 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 , THE 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 SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. i I MAIN LIN 2' MIN F1 SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD- 31 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -13 ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL NOl NO DUAL SERVICE SiNGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. z' R "' ^IMPRESSION x 3fd' MAL PIPE COUPUNO PPROVED EQUAL I/t3 BEND COL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, CAST IRON LID TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W -15A UU-4 GEOTEXTILE DRAINAGE FAUM (OVERLAP 1'-0" AT TOP) PAYER SHOULDER PAVE61aEN'F -"--.tea MATERIAL SiIBGRAGE * OUTLET PIPE SEE NOTE 4r-�$3Y AG(sREGATE. 9{$ .p r -O ,. AGGREGATE OR CRUSTED E���� GLASS MEETING #S y� 1�tADAT10N R€GF(AREE).EENT. € WEDGE OF PAVED SH9ULMR) PAVED SHOULDER SECTION UNOERD RAIN SWILL SE CENTERED UNDER CURB 40 GLITTER GEOTEXTIL.E DRAWACE FAEIRIC Q" (OVERLAP 1'-0" AT TOP) Lk4STAELIiED " A5E, 3AAT su@%ftALIE " - OUTLET PI'E SEE NOTE 1 #57 AGGREGATE. 08 Q„ 4" PIPE Af C GATE LTR CRU9ItED GLASS MEETING 08 GRAIDAIIO Ni REt MEAT. CURB AND GUTTER SECTION UR TO ELBOW. PIPE IS PERFORATEp ELBOW UP TO Ef.80W PIPE i5 PERF0IYATED CONNECTION NNECTI4N AG PROiARY DIRECTION - TRENCH WITH MIC. OF WATER, FLOW I]RmAOE FAmc WM PERFOi(ATED OUTLET PIPE tTYPtOAL) 45' ELBOW CON ECTiON 45 WYE CONNECTION .. ..... PAY LUIS FOR OUTLET PrE t, -D' AA3(. BE WITH 45" ELBOW EW -12 (TYPICAL) OUTLET PIPE NO $GALE VCOTIR SPEATION MAD AArT}_ ]BRIDGE STAI4pAR95 STANDARD PAVEMENT EDGEDRAJN 240 SHEET 1Ofr 2 IEVISiON DATE 2 108.06VRG"A DEPARTMENT OAF TRN4"TAT9tNN 5Dt 701 �-1 ,>ArEME?Ni uP cdF "1"1 PAY LtWTSS F-... 01 Lir nI L CATCH L9!.F'_' ... ...+ LINE COMBINATION UNDERDRr CE) -1 AT LOWER END OF GUTS FDGF -Ell, P.A�w€Nr C -ENTER LINE SECTION t%1=;WTI uY#'k. 1SEtEt,'" MAirE�?ipaa T TRENCH PLACEMENT COGS uF P'.A'WEitEIYT � '�"-- PAY L&sTs tuH CUTLET PIPE TO +KV' -TIER 610£ -',, BECJ4 WITH 48' PALtEHB•7VT 514A=-%- d, BASE _t SL ORASE ' ~ ICE 9F f L -12 .+ r�.. c. v ""G- tTYr.AI..a +7 c -0 4 r�. 9 O a ?? a tx ._�. SEL.._ PAA.ERIAL. TYPEiO;R Ii, `5t oE"TE #(E AC1(A' E:nATE CR GRV5HEDVLIEW PLAN 0�_OTExT?LE DRAINd(E FAMC (PLACEMENT OF CD -1 COMBNATION LINDERDRAiN) O P-E.E-T Sang Ac E EASE o + -.1-k-5=7 IYATET'IAL TYPE II A,139RAzt #CEWENT 01�? LIME: STAal,QEDi b - 4557 MORR49E, 4(1 ,a 3K_CATE DR "PUSHED FOT (TSE . GtJas IMEE,ING #a ii?ADATNr34 RECUREVZNTe. GENERAL NOTES ORAIAJ& c ,r��r 1, -O L VAY f $$ 5RZc jiki*..Y ltdf,`x,4T-7&(i, Cf3k{9thATf,,lh kdijEF3GiAGYh OA+p 3, P{LST QF LOCAMD AT TliS POINT WI .EN 30T11 SUEeASE AND SLSGRALE ARE STa?$ILZZ1 1. Itl hY H SF AL L 8E F'ILi ED Wilk AI CKrATE AND 1F ".l 4t? i AND ? UrCP TO . OI-PEOA E OUTLET NPE k`."rU}NP (:YJIAPA,C PNG'aS, I OUTLET PPE SHAU. ©M -N AT -FOC-. EDGE'. QF 7HY ;RAVEL LA"C .PAVEMENT 010 5FIAL= BE PLACED ON is GRADE PmALLEL TO Tf ^kfCdLC€R SLOPE 2'9N0,K, t3 T DESiRABLE) CRADE. CRL1 €HN,ONG STREKGT>a 4-- ON CUR AND QJT-TER 'SECTIONS,, ;4H6•EtE IT 4, [L4'v^`�'�LE Q Uf If.- RWISE PROVCE TYPE: ?#' PIPE UOTL£TS FOR UNMROR.NNI., 7RE'6 APE TIG OE LOC&TED 30 AS TO CftP%rYY4 NrD DROP. _TCXAP.tETER NM.T. $" ONGR L+,. .r !?LET."'. M CH VrA ES. SH,ICauTH WALL PVC ,15 0.15? 5, ON SUftKLEVkni0.SECTIONS.-rt4ENICH >$ 10 .F{. -y' a R E'1«flee (=J+,VEve-t AREA W..)QrH 'A'AT',L PE iC F"51 ;";xx 70 PSt xxx- 'W,TH (;7r:.F.T PIPE Oto I;OW WE M. Y, . E. YNV€RT ELZVATICN AT OUTLET ENE, OF W -LET PIPE TO BE A MP;+ WM OF V -O„ AzTC"•tE .0TURT €L:'L'IATIGN GT f;rt0n'iN5 DRAi11e+X,E: DITC: OR 31FT GTlf2 , 7EY('AcL TH1Ctx $S (WN) LILIES 7. Ail GONNE(jTONS itL.IFa ,WYE S,E'PC.IWOTHN S FOR Q LE'T POF ARE "•£a Rf. C- TW, SART Cait§sk146 STWI WIC( A.; THE' CaIFL T PPF XXX To4$TE-D A+'CGRDeNG TQ ASTM 0.24112 AAT 5;d DFFLECT--§CN., K, 1XTa.ET ??hyo TQ BE <a1VNE4T'GP, TO E)4''120t fiTe'3Z13 QR,tS'!4,°4E STANDARD COMBINATION UNDERDRAII I SPECIF FENCN f?E? z`C€ v e/0 CAT LONER END OF CUTS) g12, 1(15,04 ViRUNA G€PMTMENT OP TRiNtPCR.T(,TIGN 7& CD- 2 LUTS Of PAY FOR -PAS >fl> TOP OF C AM TOE OF Fi.L. _t2 FILL UHOERORM4 w LANE (TYPICJN) r I- � SHOULDER LRE I IF PA112EJ*T IiC?11 BWATM UNDERMAI CD -2 ON F LLS E I 9'- TRIVET LAt(ES CENTER LINE SECTION t CWITH TYPE 1SELECT MATERIAL) } rA E['Xit" OF PAYF74ENT SHOULDER LIRE TRENCH PLACEMENT �� TGE OF FU - +xE-�-PRAT SURI ACE R BASE f Lti•TS # PAY FOR n o n e> o o e o 0 +c- S46aASE OUTLET PIPE r3-o-a-a-ea-15-4-is-o-o.e)-o- o --•-SELECT MATEIVIAL TYPE MORE PLAN VIEW SHOW04G PLACEMENT OF "' •57 AGGREGATE, •11 AuGMGATE OR CFWSfED CD -2 UNVERDRM ­: GLASS UMTHNO f8 GRADATION REt,}t,IMMLxiTB, AAA a AWAM NON -PERFORATED OUTLET PIPE FA9Hi1G OR TYPE OF PPE CRUSKW STRENGTH %_TJV" " "nolmmm SMOOTH WALL PVC .103 D.153ae---PAVEiE IT SURFACE. 8 BAM 'AWTH WALL. PE 70 PSI � _d-. - -. o .a�.... SF13EASE OR CEMENT STA UZED SUBIBASE ASA:AA♦ o o - tf rt- SEl EC1 MATERWI 7rIPE1 d4 A a . o . o a ICBENT OR LIME STAHLRED) WALL TFfGWESS {MNf41- 040HIES .AA #57 AGOMOATE, #a AWREGIATE OR CRUSHED 101111ifTESTED ACCOROM TO ASTM D -241Z AT 52DEFLECTION. GEOTEXTtLE GLASS AEETTMO fa GRADATION RIEDUREMENTS. F CAGE r G- GENERAL NOTES t TRENCH SHALL TE FILLED WITH AGIOREGATE AiD TIAROU(MY HAND TAMPED TO WWRE CGRN'ACTNESS, APPROACH SLAB- PAVEkCW 2. OUTLET PPE SNAIE L SEGIN AT TEDGE OF THE TRAVEL LATE PAMESND NT A DSHALLESIRPLACED ABLE) ON A FARALt t TO THE SHOULDER SLOPE 2 k WK. (39 2 SUBBASE J. ON CURB AND GUTTER SECTIONS. WtEM IT E IMPOSSIBLE TO OTHERWISE AROVIN S G fOUTLETS i ORF R MANHOLES, THEY ARE TO BE LOCATED SO AS TO CRAMN INTO DROP ATE EASE MATERIAL TYPE I 4. ON S,?PS;0"ATED SECTIONS, TRENCH IS TO BE UNDER ENTRE PAVEh"T AREA 5 SEE 140( 218 L6' MHN. BATH) WL'rH OUTLET PM INH LOA" WE DRILY. S. INVERT ELEVATION AT OUTLET 00 OF OUTLET PIPE TO BE A W11"1M OF r-13" ABOVE INVERT ELEVATION OF RECEIVING ORMAAE EUC H OR STRUCTURE. PLACEMENT OF CD -2 LNI )MRWN AT S. SE CDNWCTMS ( #�rEr 1 " PaA WOR ouTL ET PK ARE to 81110GE APPROACH SLABS AILE SAW 7, OUTLET PPE TO BE SECURELY CONNECTED TO EW -12M OTHER DRM AGE STRUCTLVE. STANDARD COMBINATION E NDODRM TAT GRADE SAGS AND BFJDGE APPROACHES} 6/07 VF4W DEPARTMENT Of TRAN5P+ORTATION tOa.DS NTT 5T. GROUND 3-1 EXIST. GROUND I V T,� EXIST GROUND 3-1 EXIST. GROUND ASUA _11M ;144 0 4' CONCRETE SIDEWALK 4' WOT 2IA STONE BASE NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG -6 3' CURB & GUTTER CLEAR ZONE 44 � 2� 2X 2% 6. PLANTING =;_;' •.tea .� _____ STRIP7 � 5 T 4" UD -4 UNDERDRAI * BASE BA� BIKE LANE (TRAVEL LANE) 36' F/C-F R/W .TYF-'IC.-4L IVE'I6'HB0RH00,0 aSTRE'E r SECTION (41 ' ?//#r) P. KALIF DRII'E (fiU6ZIC ROAD) C,S -SSAR RESIDENTIAL JfIXED USE ,SUBl?IYISION STREET DA'S16W SPEED.' 30 JfPH *NOTE.- UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD POINT OF CG -6 FINISHED GRADE CURB & GL SURFACE 2% 4" UD -4 SUBBASE 12' (TRAVEL LANE) BIKE LANE 3' CLEAR 6' PLAN77NG 4' IvoT STRIP BASE 16' --- (TRAVEL LANE) 1 36' 61' - POINT OF CG -6 NOTE: PROPOSED LANDSCAPING TO Location U77L1ZE OUTER 3' OF PLANTING S7R1P /W PER 3' CLEAR ZONE REQUIREMENT SURFACE CG -6 4' CONCRETE 3• CURB & GUTTER SIDEWALK �CLEAR ZONE_ I- Up 2Z 2% 6' PLAN71NG STRIP 4" UD -4 UNDERDRAIN*- 6. PLANTING VVO 21A S?ET 5 4'21�T 4" UD -4 B2SE 5 4' VDOT 21A STRIP I STONE BASE 2.15 r,,.,,,� UNDERDRAIN BASE 16' --- (TRAVEL LANE) 1 36' 61' - POINT OF CG -6 t _ 3.1EXIST. GROIN Location FINISHED GRADE' CURB & GUTTER HCV 3' SURFACE �-•I CLEAN R ZONE �---I I 2% Base b a Sub -base h a Up ' 6' PLAN71NG STRIP 4" UD -4 UNDERDRAIN*- SUBBASE VVO 21A S?ET 5 16' B2SE 5 6 (TRAVEL LANE) I 6 4' CONCRETE SIDEWALK t _ 3.1EXIST. GROIN Location 4' VDOT 21A HCV STONE BASF_ CBR SSVI:Dr,Surface EXIST. GROUND 5 i Base b a 4' CONCRETE' SIDEWALK 4' VDOT 21A STONE BASE -5 1 EXIST. GROUND RI W _(:C,-7 rl]PR POINT OF IL /"- FINISHED GRADE R/W .TYPIC�4.L . ZZZY SE'C7'I0JV - .915' PRIV-4TE' ROAD (_LLE'Y t 4, D, do F) 15 ffpff D.ESICN SPEA79 r .NOT TO SCALA' 1 I R/W CG -2 CURB �n� 1/4" i POINT OF FINISHED GRADE RIW CC -2 CURB - J/ 4':1' � 0 5 10'__ 10' 05 0. (TRAVEL LANE) (TRAVEL LANE) O. ' EXIST. GROUND_� 20' F/C-F/C 21.5' PRIVATE ROAD R/W Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSVI:Dr,Surface I h a Base b a Sub -base h a Up Eastern Avenue 10000 0 10000 5 5 2t2__4: SM -9.5 2 2.25 BM, -25 6 2.15 21 B 9 0.6 22480 Park Ridge Drive 3000 0 3000 5 5 18 25 SM -9.5 1.5 2.25 BM -25 5 2.15 21B 8 0.6 Park Ridge Way 3000 0 13000 5 5 1&2-55' SM -9.5 1.5 2.25 BM -25 5 2.15 21A 8 0.6 Fremont Street 172 0 172 5 5 8 3:0 SM -9.5 1,5 2.25 BM -25 3 2.15 21A 5 0.6 12.83 ' Newport Street 57 0 57 5. 5 4.46 SM -9.5 1.5 2.25 BM -25 3 2.15 21 A 5 0.6 ill Z183 B1nion Drive 1000 0 1000 5 5 .14.43:.. SM -9.5 1.5 2.25 BM -25 3 2.15 21 A 8 0.6 1=163. � Alley A -F 105 0 105 5 5 6.58 SM -9.5 1.5 2.25 IBM -25 3 2.15 21A 5 0.6 42.83 Note: Contractor to bare any existing pavement being utilized and. coordinate with VDOT an upgrades to geometric design standards to ensure the above specifications are met and are in accordance with their standards. 4i ..� --- FUTURE -- TYPICAL 14LLE'Y SECTION - ,21.5 PRIY.�4TE' ROE) D NNECTION R/W / ' 5Y''r TYPIC-14Z NEIGHBORHUt%D 57"fr'i'B' �' SLy'�"'`7IOliT b'>' t' rALL�'Y B �c C� Q /�) O6 ADT . PARA- RILE F-47 (PUBLIC' ROAD) 15 rTIPH DASIGN S}'AA'D �-- ► ,� OS, S.t�R RE.S'IDffNT1AL aid' 01XED USE .S6 RIVISZOAr STREET DESIGN SPEED.' 30 &PH NOT TO SCALA' kNOTE UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF x . TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD ALBEMARLE COUNT QP o�� C GENERAL CONSTRUCTION NOTE" FOR STREETS I�i3OA D '�OT�� GENERAL CONSTRUCTION NOTES TRIP GENE RATIO N '. !•F 00 V Q 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT -GIL AVIN 1. PRIOR TO ANY CONSTRUCTION IhY1THJN ANY EXISTING PUBLIC RIGHT-OF-WAY,SCALE:- / ii °' - n' WILL BE MADE BY 7HE COUNTY. THE CONTRACTOR MUST NOTIFY THE 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, 7HE ROAD & BRIDGE INCLUDING 1 300 DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA S Gu'4Y 7i0TECY"/k�8�"lwikG9 `� O 4C� J Mt i ! $F DRE Y1Rd5) OF THE START OF CONSTRUCTION. GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT. DEPARTMENT OF TRANSPORTATION (NODI). THIS PLAN AS DRAWN MAY NOT ACCURATELY GENERAL NOTES: 4ETE0.ABE « A � YARDSD TRIP GENERATION CALCULATIONS 2. UPON COMPLETION OF FINE GRADING AND PREPARA71ON OF THE ROADBED 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED /N THE ROADWAY, IT SHALL BE REMOVED REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE L T"EF�«�,�g"L�$T `„ `$ �°�, °aY '�"T°`SFS F S "„ P"'"� $"�"° a_ O°�ETEGYlBIE wAw AM�rc rLEB Fly "S7rF'S "SAS » i6t Foo r•SAE1f!tst- SUBGRADE, THE CONTRACTOR SHALL HAVE CBR I STS PERFORMED ON THE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH REQUIREMENTS OF THE PERMIT ,SHALL GOVERN. r"E REC=fiNTs OF , PWOTED T 1 SIA DETECTABLE iE•l YA% "' � " SUBGRADE SOIL THREE 3 COP/ES OF THE TEST I2E5L1LT5 SHALL BE SUBMITTED SUITABLE MATER/AL TO THE SATISFACTION OF THE ENGINEER. 2 ALL MATERIALS AND CONSTRUC770N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS ° °� � "" �EOTagF��T, SA TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 3- SLOP°s1G �f5 OF C47l18 RAMP YIN AE AIXiRD YaM"a,ttNCALLY 'X,M RA1W y. FLOW ON BY LSYFD PE15WOLE COMMOCTC" 4 0 WIT" MOORED CARS. ♦. F RM FLOG" 5 PRECAST.t14V.ES YTS/ SE PROM FOR DOWEL UM SR " TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. T T, ,t � :5CM„Ftl 1.ft„�,,,�,,� 0, p;, 64 SINGLE FAMILY UNITS (INCLUDES FUTURE) -CODE 2 i0 OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH PRECAST sk"M T REMCIbIx"°�iSY CEW, TO""' ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. AT ROAD INTERSECTIONS SHALL BE REMOVED. THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 5" H�aTk ZESNBF t"�E�""° TM« °a'�°° ""�°"� SER 'cTYPE u�"a ADT: 612 VPD (306 ENTER/ 306 EXIT} 29%, rz coven /: , J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. G`"-`G"�'"° '� SoeE 191RT ti9 AIUKYM To CM AM PEAK: 48 VPH (12 ENTER/ 36 EXIT) 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. CU VW5 w 70 aET FOR , OL" No OOT TER ,• RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. PRIOR TO 77 -IE CONSTRUCTION OF THE SUBGRADE. 7. CCROSSES OS ESA �E D xE uw or AK Ste„ 0 � RAS T � T�EZTE , M A,CE E «' E %3435 R� F " PM PEAK: 65 VPH (41 ENTER/ 24 EXIT) 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY -AWA°"TAEGARp" DFCCwQ SDESMr=ExbT, . ALL DRAINAGE OUTFALL EA:>EMENTS ARE TO BE E A°TENDED TO A BOUNDARY LINE Dh'At'NA�E FxExs Enr.Y SDs L CATER rATM! EOE3T"V" A5 seiWn CY+ PL*6 CGi AS MEMED BY TFE C%%' 40 j,p@ NOT TYPE 8 OBTAINABLE, LESSER SLOPES OF J. I OR BETTER ARE TO BE ACHIEVED. " ISMO W"� YE NC1.E s*w 558'5. EARTE3 V "XE C.11 roaA Ts. DnDP ruts. crc, x:. W E a°uTEs rrarv[e A caFxauxvr PARALLEL OR A NATURAL WATERCOURSE. UNOBST"UC" lgl F "" SEP IKSSSNVT caaterr e 1. ALL PIPE CULVERTS, EXCEPT PRIVATF ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 6. PAVED RIP -RAP OR STABILIZA17ON MAT LINED DITCH MAY BE REQUIRED WHEN !N THE """`""°'°°''`"`° N!D t5ED BY oEESSTR+AWS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND A MINIMUM COVER OF ONE (1) FOOT: OPINION OF THE COUNTY ENGINEER OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO a 1„"A AT ��p""=°�' ate,„�, APPROPRIATF END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF 2. STANDARD UNDERDRAINS CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON STABILIZE A DRAINAGE CHANNEL. P a ° "" '�W- a rrP�Al r w x a 4^ T/4{,t. mEti re# CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM T" EF TO CC- t �°`""'��° AVV SHOWN WHEN, . !N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, !T IS THE PLAMS, OR WHERE FIELD CONDI TIONS INDICATE. 1p + OFIC> F;; T"�° , � �`«�" E"°"' x `"EA"Y " a"=_1 ° "s J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE OF TWENTY (20) FEET IN LENGTH TRAFFIC CONTROL DEVICES m. MICR CLW 7 FLEA"CZINC D„ mA LAEpA. µ; •5"�E T D DEEMEI? NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED """" "°'" 5 "" °` "` 5"f"`° s` °"'" 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE TM A "D,tAGIP A 18 S. T+RDrop�D ({14 Two F%SS. rr. TYPE e FOUR (4) FEET OFFSET FROM THE EDGE OF PA VEMEIV T TO THE FACE OF AND HAVE A MINIMUM DIAMETFR OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN A A•• HE CRO "'"� " °� M "TO ,0 YAC A PARALLEL a i'ERPEIl AR PIPE -CLASS til. aa0 THE GR05SwN,l4 rlITYDVT .,.� !RD TIE irpiVELwAY, ir€S 4�x S' GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL T INCREASED TO SEVEN ACCORDAINCE MTH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS 1Amow YAYe LUE r�w7TEn Px. iREO"Iro WILY a`ner'c"ra5�ort sT� Twc F�iccna"Ka�reciOXiac ,a•a..n -c , (VARIABLE WIDTH) 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA tlVaND ,� 5"XL "AVE A FACTO Y RADE S "E TfElD -� 0,5 0 a a a (7) FELT OTHERW/SJE NOTED ON PLANS STANDARDS FOR THE CONSTRUC7fON INDUSTRY (29 CFR PART 1926). TSE uw. A`TL to Fi ( 4 a a a a a a °'a a a a 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 0 0 0 0. 000, a 0 a 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED �°'� """ U a 0 0 0 0 0 a a a a01>006 8 ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). O g 4 q 0 0 0 0 0 4 i0 tl tl a q ",'� a 0 0 00 0 0 00 0,00000 „ 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESlDEN71AL DRIVEWAY COURSE. FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 9 0 0 0 0 0 0 0 a 0 a ,0 0 0 0 0 4 CONC. c' aaggooaaaa,onaqo SEEE"0TE r2 WWW o' - �,YFRi}M.f fl w0T" GF Y41Y1, T190" I.�. ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-_ 1. PAUEMENT AT W= OF D PAY iH1115 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. oE7EC7.481.E wARt�nG itxukc�7Ers DOME DETECTABLE w7�Fnr+c 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH 1 AN ACTUTAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT INSTALLED o" x r3x�us DETAIL DETAIL SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE NVO0 STRICTLY ADHERED TO. OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE ROA ,,,a ORCCE STAKOMOS CC -12 DETECTABLE WARNING SURFACE ACE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISIONDEVELOPIER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED BEING COVERED. r,o a ,DATE ccOEPMTw $Dz NOTES) METHOD OF CORRECTION. zux05 DF� rm.v* DfPAATY�hT OF TWAk$PQATATxA 4 21-A STONE BASE PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO 2 SUBGRAIDE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL iii. CONSTRUCTION OF THE CUTS AND F=ILLS, INCLUDING FIELD DENSITY TESTS, BEFORE q� COMPACTION BEFORE BASE IS PLACED. PLACEMENT OF ROADBED BASE MATERIALS. TOP COt V CRETE SIDEWALK AND VOID. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL OF 2" R 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL, CONFORM WITH THE VIRGINIA MEETS RiEQUIRED GRADATION FOR TYPE I, ll, OR /// PRIOR TO PLACING AGGREGATE BASE. CURB NO SCALE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY iv. A FINAL PAVEMENT DESIGN, BASED ION ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT SHALL BE COMPLETED AND APPROVEDi BEFORE THE PAVEMENT STRUCTURE IS PLACED, 10. TRAFFIC; CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE THE SURIFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE a .b a 5„ 1 R ACE SM-9.5A-� AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PRIOR TO 60 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE q„ SURFACE COURSE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, DAYS, THE PUGMILL REQUIREMENT WILL APPLY. OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND APPROVED PAVEMENT DESIGN, PRIOR lT O PLACEMENT OF THE PAVING COURSE OR COURSES, 4 4 I , a a4 n „ „ CONVENIENT ACCESS. 5. THE USE OF AN AGGREGATE SPREADER /S REQUIRED WHEN PLACING AGGREGATE BASE. FOLLOWED BY FIELD DENSITY AND MOIISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE 13 3 -4 BM -25 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE. 5 MPH BELOW THE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION AS SOON AS POSSIBLE. , . a �4 d 4' 4 7" INTERMEDIATE COURSE BEFORE :SURFACE TREATMENT /S APPLIED. DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. � Q• � e • -� � � ��Q. � ... 'd'd 6"-'8" COMPACTED AGGREGATE o 12, VDOT STANDARD CD -1 OR CO -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PARTa, 4a 4' a "' a BASE COURSE, VDOT #21A THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG (PRIME COAT RC -250 C� 0.3 GAL./SQ. YD.). OF THEFIS�ALINSPECTION. 0R #218 DEPENDING ON / / / t POINTS' .AS SHOWN ON THE ROAD PROFILES 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA S„ ULTIMATE TRAFFIC LIMITS �%\'�\\��\��\��'� 13. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND DEPARTMENT OF TRANSPORTA 110N SPEC/FICA TIONS vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR Jyj�j \\\ \ \ \ CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS 9. ENCROACHMENT -POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. AND UNDERDRAINS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 1' g°' - 2' COMPACTED CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY viii. FAILURE OF THE CONTRACTOR TOSCHEDULETHESE INSPECTIONS WILL REQUIRE ADDITIONAL DOT#57 68 OR 78 SUBGRADE PRESENT. PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED Wt THIN TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING STANDAI?D CG -6 STONEBASE UNDER CURB INE STRtEETS RIGHT OF WAY. ELIGIBLE FOR STATE MAINTENANCE. CURB & GUTTER & CHECKED BY VDOT ASPHALT PAVING - ROADS 45' NO SCALE PRIOR TO PAVING RNID f OR NO SCALE BIKE- 12 ---_-- 12' 12'BIKE 12' BACKFILLING. LANE I (STRAIGHT S DRIVE' AISLE) (LEFT TURN N DRIVE AISLE C� (STRAIGHT N DRIVE AISLE)LANE� (RIGHT TURN N DRIVE AISLE) I 4' CONCRETE SIDEWALK �' T 70' CLEAR ZONE 2% EXIST. GROUND 6' BUFFER 4' VDOT 2IA STONE BASE EXIST GROUND I, In 1' 4' VDOT 21A STONE BASE EXIST GROUND CLEAR ZONE ---d 2% 6' BUFFER 4'� X10: BASE S' -- 2.5- CG -6 ,CURB & GUTTER BASE POINT OF CG -6 FINISHED GRADE CURB & GU SURFACE �% 2% -7: - SUBBASE 28'-- I 61' FIC -FIC 29' R/W .?'YPI AL Miffff.L'CTO.R 80.410 STREET ,S'E'CTION (86' RI)P) NO ON STREET P14)WAO' EASTERN AVENUE (PUBLIC ROAD) 6,S7 URBAN COLf,1s'rT'OR DESICN' SPEWO' 35 ZPH 35f55 TO STA 36-A35 5' 12'--BIK,= 12' 12' 12' (RIGHT TURN S DRIVE AISLE) LANE (STRAIGHT S DRIVE AISLE) (LEFT 77JRN S DRIVE AISLE) C� (STRAIGHT N DRIVE AISLE) CG -6 POINT OF CURB & GUTTER FINISHED GRADE SURFACE 2x -- - BASE SUBBASE Al, 31' FIC --FIC - R/W TYPI14L CONNECTOR Ro�4D STRE'E'T .SECTION 486' R/) N0 ON -,STREET PARKING .EASTERN AVENUE (PUBLIC ROAD) GS7 URBAN 0VZLEI;'T0R DESIGN S EFDr 85 dfPH 3367.35 TO STA 37f-05 16' 4' BIKE - LANE CG -6 CURB & GO 41' CONCRETE SIDEWALK 2-t-� 1- ----- 10' CLEAR ZOAVE 2% _ 6' SUFFER 4 VD STONE - 6' 5 4'' CONCRETE SIDEWALK 2= { I - - 10' CLE;R ZQME 2X 6' BUFFER 4' WOT 21A 4 21A T STONE BASE BASE -25 6' S TYPICAL .NE'IG"HBORHG70I0 S'TREE'T SECTION (57' s aF'/#r� F"WONT STREET, N.fi'FPORT S71"E7, BINION DRIVE (ALM PUBLIC ROADS) GS-S5'AR RESIDENTIAL & &1XED = SUB.DIVISION STREET DESIGN SPEED.• ,?5 afFH PAR"W ON ONS-SIIJE OJVLY *NOTE: UD -4 UNDERDRAINS )ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOS6ED ROADWAYS ARE GREATER THAN 1000 VPD EXIST. GROUN/J EXIST GROUND NOTE• PROPOSED LANDSCAPING TO I U77LIZE OUTER 3' OF PLAN77NG STRIP R/W PER 3' CLEAR ZONE REQUIREMENT C/L R 5' WDE CONCRETE CG -6 3' CURB & GUTTER POINT OF FINISHED GRADE CURB CG -6 & GUTTER 3' 5' WIDE CONCRETE - 3,- SIDEWALKLEAR ZONE SURFACE CLEAR ZONE SIDEWALK EXIST. GROUND 2Z ,g g;1 _ 4' VDOT 2IA 6' PLAN77NG » `. STRIP 4"' UD -4 4' UD -4 UNDERDRAIN* 4" T 6' PLAN77NG STRIP 4' VDOT 2IA STONE BASE S ONE UNDERDRAIN* SUBBASE STOVE STONE BASE EXIST. GROUND1 g1y5 g2 SE 0 5 6 6 -5 1 Q 14' 14' (TRAVEL LANE) (TRAVEL LANE) r -32' FIC -FIC TYPICAL .NE'IG"HBORHG70I0 S'TREE'T SECTION (57' s aF'/#r� F"WONT STREET, N.fi'FPORT S71"E7, BINION DRIVE (ALM PUBLIC ROADS) GS-S5'AR RESIDENTIAL & &1XED = SUB.DIVISION STREET DESIGN SPEED.• ,?5 afFH PAR"W ON ONS-SIIJE OJVLY *NOTE: UD -4 UNDERDRAINS )ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOS6ED ROADWAYS ARE GREATER THAN 1000 VPD EXIST. GROUN/J EXIST GROUND LOW POINT ELEV = 671.45 LOW POINT STA = 11+61.4• PVI STA = 11+49.96 P\/1mGV=nrarn ulfY_ J m!'11AIY' M Cll - aon r.d 10+00 10+50 11+00 11+50 12.4-00 -7--------- YVI i ! -T I. ALL STORM PIPE SHALE_ BE CLASS III RCP UNLESS NOTED _ A.D. OA6 I j 4 10 MUST BE PROVIDED. I I I I LOW POINT ELEV = 677.36 � I PVI i - + HIGH POINT STA - 16 52.69 HIGH HIGH POINT THICKNESS BEFORE COMPA C TION OVER THE ENTIRE = 11+76.00 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD ( ! AND BRIDGE SPECIFICATION 303.04. I LOW POINT ELEV = 666.96 PVI 3. ALL FILL MUST MEET 95% COMPACTION. - - ! 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER A.D. = 0.08 I PVI j I = 6 9.63 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM K = 38.55 I SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & I ! 690 SANITARY SEWER MUST BE PROVIDED. f I 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM j ` STTUCTURES. ELEV = 671.52 PVI STA = 16+89.89 1 I _ __ _-_ I _- A.D. = 0.02 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED 1N I POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL LOW POINT STA 21+31.85 ! 1 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED ! i i A.D. =i I SCOOT COLLINS'� Q 12+12 690 ----------- - - - � ! Cosy 50.00' VC --- 240.00 VC � SSD�209' o a? N CNI N- -- I----------- ! - --- �- ! 679.1 -'r2+37 ____-- ------____-- _ ------------------- � I PVI ELEV 684.79 -------- _ ---- --- ----- A.D. _ -0.08 � ---------- I -- ------ -----------I ( i ----------- --------- ----------- ----------------- ! - - ---------�------------ I + ----'----- ------ PVI STA - 21 +09. d2 PVI ELEV = 663.00 I 50.00'VC SSD -622' ' --___-----____-- � U No. 35791 - �- - -___-_� `� �- co `� ; 6$5 - rr -- ---r r- -- _, SSD -667 ! n rn UU- -- I I Q0 680 .. K =31.19 i I ' j I, cri iLI L11 U U U U EXISTING) I ---- T --- - 6$0 W W » i sZe;AL ��� r' m >- N I i ! ! +° N C\l---f - - j ! WWI - -2.00° 0 i a> ( 250.dd' VC I 680 - j ;SSD 163 j ! j I i i A.D. = 0.09 K = 38.d4 °f o 6$0 7 --- ---- -- _ _ .1-:31�u - - - -9.80% -� I I-- - i j - - W w j PROFOSED RADE 685 I W j > > i 675 I I : j ( Cn w t -------- II----------- ; -------- - I. ! j ---------�------ --- i ------ - - ------ -- - ( o 0o CON I i i -� SSD=260' _ -� - _ I � � >� --�- -- ! ! --,----- co �' r -N I - - -- -- ! f I -- - -- -- _ i 350.00 VC I - -2 7 SSD 0 -- - - - -- - -- - -- --�-- -- -------------------------- ! ----------- I N 0 -------------- : -- ------- ----------- ------------------------------------------------- ONAL N o - - I- -- -- --i-- -- ------ 'VDOT TD. .PVI S = A---12490,71 ---- � I I 1 I - --------�----- rn ( ! 00% 2 fl0° 4.Z 1 ; PVI E ICD -1 o I I0 C i- -- - -- - !- ( I 'DE I I ( -- - - = SVC 1 ¢ { 1+17.32 I Pf ZOPOSED (. I! \ II EXISTING G I! I I VD DT STD. i CU)IulJ U/ 670 ! ! "f �UDOT STD. -1 "X6" TSE ti I z N+ST rn r -CD (0CD-1EL PROPO GRADE 42G 670 00 EVCE: 680..1$ I d -- --- - - --_-_- i 671.E STA 10 1 73 v f 110.00 VC I ~ W j I I " 1-6GIV. r------- - + ! w - I Gfl \ I W W I ` Cn W N CA W I . : i LC I 665 W POINT STA P I STA � 11+25J51 � + i 1 �•,� 11 25 5 W i�I 1 ! W 6 CL 1' p SS 52 ELEV. 15 ( U3 TMIN. ! i j r I i 1 I z ( i�'Vt-EtE C�72 3i-- ._-- ---- i31: I �- m r I rM i n N co 00 � r I ! �� ! ( r 00 N.m f I jy W I ;_ E- - --- ? : --- IA.D.D -- > > mm ' - --- - --- I ; ! 6" W STM i -------- I - --- ----PROP--- C.0 orl� > ! O W11J +N ! I W LL ---- -- ---II ---- ELEV. 10+69 672. ------------- ------------------- ----!------ ------'----- ----- --------�- - � --------- 660 i Wi o I EVC,r-: -- --------- ----------- ------ -----ST -------------------- ---- - ---- - --- ------ ---- ---- ----- ----- 6'X6" �� ---------- -------- ------ --- ---------- ----------- --------- -------- -- - ----- ---------- ---------- ; ---------- ------- ---- -- (�r0 UU ------ ------------ I ----------- ----- ---- PROPOSED GRADE ---'$0 - ----- - STA 10+ ' 3.31 I TYPE , B.O. ¢-____-----� - I-- z , . I OA o G.V.! I f Z ---'- --- ----;----- - z_�" - -I---- - � _� ----` ----_._. .- � ; mm. EXIS ING GRADE ELEV'672.67 IhRUPO I +38.17 73.34 LATE L \ i f I - - �- 655 i I ; I CROSSING j I a.50' ,s O, I i : I - .. -- - - - - I - ---- -- - } -- - - - cn STA 1 ELEV. x)75 --------------�--�- --------- W J W W 7o - --- --�-- - ----- -...---- ----------- -� ------------------ i ------- - DOTSiD. -------- ------�---- � - - -- --- --- ------------ ----- ------------- -i _ ------- ---1- ---------- - --- ------ -- ----- i ---- -- a.3a' 1,.Ln ----------- --- ----1 II-------- PROPOS ---- ---- --------------------------- --�------- - -- - a--- -- � WA -- I -- - - - 00 -- - - a -- uyo - -- - ---------- -- ------- + -- - - - ! -- --- -- - - -------- -- ---------------- -- -!- -- ---- --- ---- -j - - --- - --- --- i �- , -- ---------------- -- ----- - -- - I �- U} w � cn cn z 1 I D-2 i ( I 8" WAT AIR iELEA E VE o o I - STIvt I I ST + 10 1 .59 ! I ! - STM I PROtOSED 64C ; I p w w w ¢ I = O - ' ---- ' 8"X6" TEE ! Q 0 o o I I � - - 1 i G.V. I ; 0 0°'° 3.5' MIN. � ,� s v i __ 1- ...� -- �------ � . a 0 46C I PFrIOPOS D SANK fiA Y R T I ERAI� ; ! o rt ; i ---- - - I ��{D_ i I I I ~� cn � y- 5 � � 0 I - 1 ( 8„ T I - s M i o I i I CROSSINGS (TYI,.} ! a. �6' WA ( ! i ! ! - i I AIR RE PROPOSED EASE VALVE ❑ ttI J ¢ 1- 0 v 0 IJ 0 I- o r- - i --' --- I ----! 8� 52 - WA r-�- PROip}SED I ( I - TM ' H H H H w f1. w Ls,. w {y.. w> CL w r 665 ---------- ---------- I"' 'ONN CT TO X:. I I sTM FIRE HYD NT 8 Xfil TEi_ f I ! T- _ 4 7 � fi - � ( I I i U { � � I 61 f � ! - f � � ,- --`----- / ----_--- 1 ------- - I --------- 4 a. 6' - -------- ------ ---- - ----- -- w w a a w Cn w cn w va w Lu 1 D.I WI %� ? f j 6' G.�l. „ $ C SS 52 I ! I I w J i I ! a' 0' ! : I j r S TMry o u>I Cyc w w �' i 8"1 D.I. WATERLI CLASS 52 E i 5�`07 J ¢ PROP SED 8"X6" EE ; D.I. W TERLI�IE I I J ¢ I i 8 POSED8"YATce - TM ! ; ! - °' ` w i I - -� - -----� 44G fI" l y1/A Too I �- 1-8" G.V. { I I- D.I. W TERLI E I a7L' 28' ! I o 14A 660 -------- ----------!-- ( ---- -- ----EX c� "p T].NG I I SDR ----- f----- ------- -- ------ - !SAN I - ------ - - '`-4 ---- -- W w - U) --- - ------- 16 G.V.G ------------------------- -----,----- ----- I ! -- ---- --- -- ------- - ---- --- ----------- --------- � -------- ---------- ------ ------ ! ---------- ------ ' --------- ----------- W W -- -- - -- N --- ------ ---------- -- ------ ( ---------- i -------- --- I - -- --- --- j I - ------ - ----- - - - ! 10 X8 58A p ---- REDUCER --- -- -- - --- - oa _' ------------ - - -- -- a�J WAT STM ---- -- - - -- - - 1- -------- - I ( - -- - ----- - o o -- -- ---- - - - -- - -- -- I ------- ----- -- - n F -- ----------- PROP __-_-_ =--------- - SED SANITA --------'----- ---- CROSS f !SANIT RY SEWER CROSSING- r` � I j ! Uy 8 G.V. i E - �--- ' z i ; I i W W PROPOSED W J > I W " Ui' _ I ----I I ---- ! j j i !w > W ! I I ! ! I ( I I I ! W > W PR 1d" POSE 10" TE p > W 12A i I ! I i W J W I I I � ! - ------ f Z z J W --j I -- - � 1 0" G. �' J W - - I FIRE -- j HYDRANT D „ -- $-X6 !„ TEE- ¢ - z J W k T - -- � -- 1 W V'f -- --- '----------- - - , f-- ------- --------- j- ------ -- --------I- - -- 1 --------- --------- -z I .-� --- --------- - I I O CY, 1 I O g- - �! G.V. O «? i f � t _ Z Lo i - ! C\l -�- -_ _- �- I ! I I (' ` I t� W I I i 2' W ( j W I y, (� C35Lt , - -_- - - ----- I I-----_.- - -- -- - --------------------- r - - ----- * - - ----- I -----------!--------- I ----------I--------------- ---�--� f W z- I --- - -- ---- - I I ----------------- ----------- l --------------- I i ----------'---------- I ----------i---------- I I ---------- ; ----------- I -------- ------------ --------- ----------- ---------- ----------- --------- z ----- Q ----- - ------------------- i --- ---------------------- -----------t--------- I I -------------------- -------------------- Q cn--- ------------ --- -- --- -- - -- ----- ----- f -- I - ------- ----- - _-- - - - ------ j -- -- -------- ---------------- -- -'!-- -- z --- �t cn I ----I-- ---- --- - -- ------- -------- - --- -- - ---- -- -!-- -- -- ---- -- - - - - -- ' Jam- ;/1y --- -- - -- - v et �-1 Ie p Ln L!') N v3 !1`1 N Ern C} cV � T CX'? i'\I CO O N > > W W J N r- r` O CO C� i Cl d' O I CO t0 V 03 'd' (0 tl) (0 �' •r Lci N M CU CO N LO ' N �f' . O tI) rt CD O d 00 L0 CO O Co 00 t� LC3 tr) 0 d LO �" LO N r >n L0 r c� N 0) () CO P. M Q Cfl h d M Cry 1� °� M C>? O r M <- �t t0 N O d rt N 0) d N Q i..:. O N t() O h CU (� t� Imo• 0) ?` Cr) O (D 00 Nt h ;t 00 Crj t CC) N to r ..-1 d d Cry o t- T Y- Cr. NI ff) to r - 00 r O CO O 00 N CO 00 N 00 O r (A r Q0 r (0 '0 (0 q0 CU ({� GO t+y [t W W U U r CO �� r CO 1C, ► ` CO to r c0 �� (0 �' (0 r CO r C0 CO r CO co CO r CO (0 r t0 CO r (0 (0 20 CO (0 (0 (p t0 (0 (0 CA (0 (0 (0 CO C0 (0 Co (D r (0 W CO CO (0 CO w (0 (0 CO w (L? CD C10 � Cia CO (0 CO (0 C:O CO w w CO co r (0 CD C0 (0 (0 r CO L9 W LL I- I ___ I - I I .- I_ __ I_ -I-- .- I_ - I_ ­ I_ I_ --I-- __ . __ 10+00 10+50 11+00 11+50 12.4-00 12+50 13+00 13+50 14+UU 14+0u I0-t-uu I0*ou 10*vu I0*au II-ruv Ii*0v I0*uu PUBLIC DESIGN SPEED: 30 MPH PARK RIDGE DRIVE EXTENSION LIOW POINT ELEV = 673.00 LOW POINT STA =10+91.22 -7--------- YVI NO TFS: L i TJv LGTUv -T I. ALL STORM PIPE SHALE_ BE CLASS III RCP UNLESS NOTED rv114 I L-il_v - OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES 0 25 5 10 MUST BE PROVIDED. HV , l "=50' , 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST d v LOW POINT ELEV = 677.36 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE I PVI ELEV = 673.80 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN HIGH HIGH POINT THICKNESS BEFORE COMPA C TION OVER THE ENTIRE = 11+76.00 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD ( AND BRIDGE SPECIFICATION 303.04. I PVI 3. ALL FILL MUST MEET 95% COMPACTION. - - ! 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER A.D. = 0.08 I SA NI TAR Y SEWER. PVI STA = 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L = 6 9.63 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM PVI I SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & I ! 690 SANITARY SEWER MUST BE PROVIDED. -I- --- -- 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM - 0 02 ` STTUCTURES. ELEV = 671.52 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM _ __ _-_ STRUCTURES WHERE DROP GREATER THAN 12 _- A.D. = 0.02 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED 1N POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL K =286.34 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED ! i DURING THE CONSTRUCTION PROCESS. A.D. =i -0.00so.00'vc 12+50 13+00 13+50 14+UU 14+0u I0-t-uu I0*ou 10*vu I0*au II-ruv Ii*0v I0*uu PUBLIC DESIGN SPEED: 30 MPH PARK RIDGE DRIVE EXTENSION LIOW POINT ELEV = 673.00 LOW POINT STA =10+91.22 10+001 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+25 (PRIVATE ALLEY) DESIGN SPEED: 15 MPH; (PUBLIC STREET DESIGN ,SPEED: 25 MPH [ALLEY B & EREMONTSTREET 10*,'7l! I:JTUi! -7--------- YVI :i IA = 1U+0"I2Z L i TJv LGTUv -T nlvn rv114 I L-il_v - v, f-.vr- r 0 25 5 10 20 HV , l "=50' , I i d v LOW POINT ELEV = 677.36 HiGHIPOINT I PVI ELEV = 673.80 HIGH HIGH POINT STA = 11+76.00 LOW POINT STA = 11+52.50 ( I PVI STA = 13+75.00 - - ! 6$5 1 ' A.D. = 0.08 I I PVI STA = 12+01.00 = 6 9.63 ! PVI I I ! 690 685 -I- --- -- K = 10.26 - 0 02 ` PVI ELEV = 671.52 _ __ _-_ _----_____-_ _- A.D. = 0.02 K =286.34 ! i !SVCS' A.D. =i -0.00so.00'vc 12+12 50 ! 50.00' VC N CNI N- 85 I 679.1 -'r2+37 K =167.80SSD a o - i, 5--0- + + �Q! ° 50.00'VC SSD -622' Csy ro co + Cl �' 00 EVCE: 25.00_ 679.8E j VC 1M `� �- co `� ; 6$5 - rr -- ---r r- -- _, SSD -667 CN n UU UU- -- �- o �- o Q0 680 .. C4 `CD ' + cri iLI L11 U U U U EXISTING) ---- T --- - 6$0 W W » i > > r' m >- CD ! --- --- ----- -- - -> - WWI - -2.00° 0 - _ vi 680 I ;SSD 163 j ! I i 1,4 °f o 6$0 - - -- --- --- ---- -- _ _ .1-:31�u - - - -9.80% -� I I-- - i j - - W w PROFOSED RADE i 675 ! �. I � i I ---T � I ' I - -' 675 W T _ _._ .. \ i- ELEV LEV = 80.15 = 12+91.46 I 675 i _ ------ 'VDOT TD. .PVI S = A---12490,71 ` I � I I 1 I rn ( ! 00% 2 fl0° 4.Z 1 ; PVI E ICD -1 o I I0 C i- -- - -- - !- ( --- 'DE I I ( -- - - = SVC 12+85'71 ¢ j I Pf ZOPOSED (. ! \ EXISTING G BVc .680.21 I I 670 i --.. 670 ! ! i "X6" TSE 4 _z _. I EVC_ ---12+95,71 z ---. PROPO GRADE 42G 670 0' EVCE: 680..1$ I d -- --- - - --_-_- i v f 110.00 VC I ~ W j I I " 1-6GIV. r------- - + ! w - f -- = - I ` I . : i LC I 665 W POINT STA P I STA � 11+25J51 � + i 1 �•,� 11 25 5 W i�I 1 ! W 6 CL 1' p SS 52 665 j ( U3 TMIN. ! i j r I i I j 665 I z �. -� i�'Vt-EtE C�72 3i-- ._-- ---- i31: WATERLINE �- m r --__-- rM i n N co 00 � r W W ! ! r 00 N.m f I jy W I ;_ E- - --- ? : --- IA.D.D -- = 0.;04 p W K=2.50 W - ' - --- - --- I -- --- - ---- - 6" W STM i -------- T -- - - --- ----PROP--- C.0 orl� ! i ! I W LL BV E: 672141 RE 11 T 660 i Wi o I EVC,r-: 11+30151 Y d ---- - - ; 44A - -- - -. >_ o J + _Q 6'X6" �� EDRA 6 wA -'_ STM - - - - - PROP • SED 660 II ! - - -- fy - r I TYPE , B.O. ¢-____-----� 10.00' YC I-- z , I OA o G.V.! I f Z ---'- --- ----;----- - z_�" - -I---- - � _� ----` ----_._. .- � ; IhRUPO ED SA ITARY LATE L � 655 i I ; I CROSSING (TY .) ( I i 655 - - - - ---- - .. -- - - - - - ---- -- - } -- - _ ---- E- _. - - - - - - -- - - __ W J W W 652 j co CV o co L i'- r ti I O � � LO co I. I. I � N N r ! tNf? O O t I ,� 6 r co Cfl I N rn o r' Csa i 1652 � C) � r 00 r LO (0 o Cty o I ty csy C7 t7 0 0(o 00 00 00 r 0(o oo uyo 00 0(0 W LL 10+001 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+25 (PRIVATE ALLEY) DESIGN SPEED: 15 MPH; (PUBLIC STREET DESIGN ,SPEED: 25 MPH [ALLEY B & EREMONTSTREET 10*,'7l! I:JTUi! 1,7TJv 4v -uv 4v -uv G i Tvv L i TJv LGTUv JOB NO. VERTICAL SCALE LEV = 5 0 25 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 95 50 100 200 ( IN FEET } 1 inch = 50 ft. 695 LGTOv LJ'Tvu LJ*au 44*vu G4"rvv 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75 NEWPORT STREET & ALLEY C v JOB NO. HIGH !POINT LEV = 679.88 HIGH POINT ELEV = 681.68 (1) HV , l "=50' U I i d v LOW POINT ELEV = 677.36 HiGHIPOINT TA = 1�+37:.50 HIGH POINT STA = 14+00.00 LOW POINT STA = 11+52.50 PVI STA = 13+75.00 - - ! PVI SETA = 11+75.00 PVI ELEV = 6 9.63 ! PVI ELEV = 681,36 690 i PVI ELEV = 677.81 A.D. 7 - 0 02 - A.D. - -0.00 690 _ __ _-_ _----_____-_ _- A.D. = 0.02 K =286.34 !SVCS' K = 27.21 12+12 50 ! 50.00' VC fir --,45.00' VC-��------- - BVCP: 679.1 -'r2+37 a o a 0 EVC 5--0- + rn , o (t? oSSD 373 + 6$5 Csy ro co + Cl �' 00 EVCE: 25.00_ 679.8E j VC 1M `� �- co `� ; 6$5 - rr -- ---r r- -- _, SSD -667 UU UU- -- �- o �- o j » >> cri iLI L11 U U U U EXISTING) GRADE m W W m >- --- --- ----- -- - -> - - - -- - -2.00° 0 - _ 680 I ;SSD 163 j ! I i 1,4 °f o 6$0 - - -- --- --- ---- -- _ _ .1-:31�u - - - - i j I PROFOSED RADE 3. % i W LOW LOW DINTTA ELEV LEV = 80.15 = 12+91.46 675 i _ ------ 0 __. .PVI S = A---12490,71 - -- - - 675 rn ( ! PVI E EV = 6p0.11 I o I I0 C A.D. 0.03 I I ( ; ! i = SVC 12+85'71 ¢ ! 670 (. ! w J W Ll I BVc .680.21 ¢ I 670 --.. - - -- --- - -- --- 4 _z _. EVC_ ---12+95,71 z ---. j i 42G I 0' EVCE: 680..1$ I d i v f 110.00 VC I ~ W r------- - + ! w - I I - -- --- -- = - ! CROSSING 1 ! W 665 j ( U3 z j I z 665 � J t <} �- m r fN� r rM i n N co 00 � r W W Lp r 00 N.m 0 00 6 f Q M O LO UU { CD (D C.0 orl� w CO(0 ow o00 w W LL 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+75 NEWPORT STREET & ALLEY C a i C: L L0 � o U- M10- E W6 0 z w Lu z c� z w V) z 0 0 0 T Lu Lu v JOB NO. l . , SCALE o a i C: L L0 � o U- M10- E W6 0 z w Lu z c� z w V) z 0 0 0 T Lu Lu v JOB NO. U o 112066 SCALE o V. 1 11= C11 (1) HV , l "=50' U SHEET NO. d v 8 U) v F- r , i t I 6 I I ! 90 'I f 1 ! , I , HIGH POINT ELEV = 675.14 I( s ( -_THIGH POINT STA = 25+16.04 --_! _ ! - � . - �------- -- ' ----- PVI STA = 25+:i9A2 I ! PVI ELEV = 681.00 ! I ! 685 i i { i i i I r , 1 I I _------ - -- - --� -- _, + --- A.D. 0.11 T K =51.75 ! ; ! { 500, 00, VC IN 1 ' a CD i O O ! 1 O I I i r I + r ; , 1 O ! j t I 1 680 I, - &j ti i PROPOSEDG1 jupj [t3 m I - P€ -- --- --- Iw wNG GADEEXIS r I ; HIGH POINT ELEV 649.27 # - ! HIGH POINT STA = 37+00.34 PVI STA = 36+66.94 i675 T L r , I ! ! ---- --- ' _... -- --- ---�---�-�--___�.._____- - '---- ---- -- -+- ----------+- -; - PVI ELEV =649.59 ------- -- ------ ! I i I ; I A.D. _ -0.04 / \ K =30.43 � E 110.00' VC - I I j rn ISSD-3 3 0� �/0 I � f ".'"r.-..-� ! _", .'..-•-^:-'--"--,,,......._� i i \ ! r ! I ; i' i { ! ; i 1 ' I E I I � r �i � r i 670 __- j-- 777; _ ----- - -- .._-- - - - - LOW POINT ELEV = 645.79 --- -- _ LOW POINT ELEV = 646.41 -_ -- _T _ N - _--__-- I _ LOW POINT STA 32+88. LOW POINT STA 35+03. ,- co PVI STA = 32+18.92 PVI STA - 35 20.37PROPOSED i 10 + AIR RE EASE �1ALVE i _ PVI ELEV = 643.64PVI ELEV = 645.33- -- n ILO OP S D ! i ! \ \ ! A.D. = 0.08 ! A.D. = 0.05 m w � ! ' K = 37.85 i K = 37.08 i i I , I ,i I I I ' I ! i 1 a v i I I � D ATE INE � f ' ' ; 10; CLA S 52 .t. W r ; , ; ' I 6 1.46' 1 --- - -- -i - - '- - --- ! --- _ - - --- -- - - -' -- - - -- _- - - - -- - A - - ------ --- - --- - -------- - - -..- - - --- --65 � 290.00' VC ---T--- -- ---- --- --- --- ----- - ---- - ---- - - - 182.00' VC - ° ---- - - ----- - - --- - _- - - - - --- ' ----- ; p= b A --- -' - - - ! 1 - PROPO ED 10" 1 �,V, ; 1 j N SSD= 06' rn m SSD= 05 c STM U ! I ! i hi 'n j rn� �rn j i I ! PROPOSED + t- ` -- - -- + cci +� r--: - + It ° - --- s - -- - - --- ; i FI E HYDRANT I \ co CO -M Cb m CSO I M - l { }(#- ° 14A I 0 LO 10"XS';TEE I \��+ UU j ! UU r UU UU ? EC3 P' ITA Y LATERAL j I 6'! G.V. ! _ > > - - -----. - ---- -- - - ! --- -- -- -- - - -- -- - -> >- - -+ -> >. - ---- - - - ----- ----- -- - - -- ._ .> > i----------- 7- _- I - -- - -- -- uj 660 PROP S ,PIAN _ - -- _- - - - -uj -- -+ -- -- - - - - -- ! -- - - ----- CROSS NGS /TYP. C04 i --- -- --. 1 WAT i Q Edq I I STA 37+23.73 1 ! ' ItJ STM \ ewY ; ELEV. 64).18 655 ---- ._ -- -------- ---------- --- -'r-'------ i -"- ; - .----f- ; _.i 1 1 � * i i ' , ' 117+V2 i \ W STA. 2 ; , ! I I ELEV. 649.26SEE AIPROV D 11.i ! I ! I ! i ; w - ; -FOOTHILL CR SSING AN ! I I ! t - FOR flNT1Nl1 TION ' w `5,95 i I I-E�L�V; 69.22 S 1 I I I I r 1 1 i I f t I i ..-- ST 36 53,15 I / I I 3 I I ! I .OF ROADWAY 8Z 650 ----- ---- - _ -- --- - -- ---T - - J STD _ X48 t..� ;*.-. - ! i I I \ VtOT ST CD- 0 i , 1.43' i 645 1 , I . STM; - I 117 EXES7ING 10" D.I. I }J� ! ! - - W 'TERLI E 3- --- ! ! I P SED 17-X G AIR PROP ED t tO 1.5 ELEAE VALE YYQ N 1 10 CR SS 1.01' f- 640 I -' ' - -� 1--------� -- --- _ - i F I R F �-1 T _ � i-- STM- -- � --- -- i 6„ G.V. #0"OWAT / �! _10,1 G. WA A I---- I 0„X6„ T ; i - `i G- -T� I - 1 EE 114A T 1 2 i L EI AL Sf) j{j , 0 " T j { PVI ELEV = 667.29 ! ! r- v E 1=C-� v - vvr ! OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES 50.00 VG" 2. A.U. = U.U4 toK r m `t BVC$: 11+55 -i--100.00' VC ! 14 - 667 - --- -13jTC1 ---- ---- -- - 1 3. BVCS: 10+16.00 - STM ; j � A.D.P.04 86 MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L cis r R I OVE 10" BLO ! CONNECT I OFF ;' --' O EX. 0 E N ,' r co I c+7 w z EXISTING 10„X „ -8 G.V' „ 7EE STRUCTURES. I � w I I „' I I 1 :�% ' 1 I I I r � �r 63 i I ___ f 10 D,L_W! W1T1� - + 10 -t- I �-------- - I----- L. � - ; i > I I _ � > � �j - 10" D.J. WA7�RLINE ' � � - z 0w ' I =w OLIJ '' ui( ! - - - -- - I w - - 1 ui - - w -- - w _ 000 O T- _ - I M h h i i r f I i M U00 I I I I I 1 , -- ---- --- T----- -- ---T - -- - -r-- I N CO 1 O C'O - - 630 ZCe Ct) w< w 628 d h co Nr CD C\1 O N Co or) CEJ CO C D r r coCC) f LO m co co O `- h LO d O r ul C9 co c- O (0 °� r r 00 C51 CO i+ O CEJ C) r r O (0 O C0 O rl-` d d CO h �� co e0 T c? u1 c0 h O N tY ch tD N C°d 1`- CO co CV O d til [f 0i 1+ CD CO M O h co d¢ t`� d M d O dc! d d CO d ,y e- d c6 et d d C 7 r- 1� �t CS] u") LO fit• d d C*1 coM co 'd- cf d U) UC) LO In V) to Ch N r COC0 Cfl C`� O CO (6 V5 CO I� CD00 N CD N Q7 N 05 N CC) ® rl Nh N- LO 9 f•+ 6 cO ti h r fd l� CO CD to O (0 CC) C0 rn tt7 CO CO CO tD CD O CC, CO CCi O b� CO CO CD to CO (0 O CO CO O Cfl Cfl O O CD tQ CO d Co t9 CD C0 CO CC> 4D CD d C0 d C0 co t9 C0 CO CO CO CO +00 23+50 24+00 24-1.50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 (PUBLIC) DESIGN SPEED;: 30 MPH PARK RIDGE DRIVE EXTENSION HIGH POINT ELEV = 669.83 HIGH POINT STA= 11+61,50 LOW POINT ELEV = 667.34 PVI STA = 11+62.13 LOW POINT ELEV = 667.97 LOW POINT STA = 10+21.0 PVI ELEV = 670.09 LOW POINT STA = 12+77.40 PVI STA = 10+21.00 A.D. _ -0A4 PVI STA = 12+75.00 K =-12,29 PVI ELEV = 667,73 HIGH POINT ELEV = 670.78 HIGH POINT STA = 14+72.99 PVI STA = 14+80.78 PVI ELEV = 671.27 A.D. _ -0.04 K =24.54 10+00 10+50 11+00 11+50 112+00 12+50 13+00 13+5U 14+uu -i4+ou (PRIVATE) DESIGN SPEED: 15 MPH ALLEY F -IZ)+uu 1a+av roTvu io+Ou 10+ia LOW POINT ELEV = 667.26 LOW POINT STA = 10+26.00 LOW POINT ELEV = 667.14 LOW POINT STA = 10+57.56 PVI STA = 10+96.00 PVI ELEV = 666.91 A.D.= 0.04 K = 26.12 HIGH POINT ELEV! = 669.76 HIGH POINT STA = 11+95..86 PVI STA = 11+75.186 PVI ELEV = 669.6#6 PVI ELEV = 667.29 ------- 103.00' VC r- v E 1=C-� v - vvr .tea OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES 50.00 VG" 2. A.U. = U.U4 toK r m `t BVC$: 11+55 -i--100.00' VC ! 14 - 667 - --- -13jTC1 ---- ---- -- - ---- ----- 3. BVCS: 10+16.00 4. j A.D.P.04 86 MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L cis �6 w SSD=29 (a K = 13.14 ! EV i STRUCTURES. 8, VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES WHERE DROP GREATER THAN 12'. } ; THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN f VCE: 67.26 m 0° PROPOSED ! 675 i w w SSD X387' K: = 2.51 670 10,00 VC ` T STDG------ U,> I -50.00' VC-; +- - -- 670 ! SS d =314 , I 2 d r- END BINION STREET CONSTRUCTION --- i 675 --1------ I 13VLS 10+16, 0 - --- - -� SS$ 443' 3-10"! , G.V. -r--- ELEV. 669.660 E U. 66 665 ( - 665 BVCS '.,667.39 FO( Q i Lo N od cc i ' I, - j 1.62 EVt.S 10+26.0 i/� ili en Lu 00 M cODo co IRE HYDRAN moi -- - - - - S7 tt - --- "-E� - ---- -- > 7 E:VCE: -B67.39 -! U _ffi U --- �.i U I C\l co � cD � `� J W 40POSI:'D - - O CP 10' CLAS$ 52 D.1. WA7E LINE > i-lij - SAN ' ' 655 W "+ I U w + 10.00'C a`� 15-12 w w iti iii vi tii PRO OSED GRAD z U) Lu UJ` z --- 11-10B 650 - ------- -- j �- ------' ---- _ 650 -- - - - - - -- - -t- --I' -- -E - 648 I 648 w w rn m '� co coh� r- ti 670 - I to cc Ill w ---- 670 m m w w cc ! - - --- - -2,09 I ! ! ° i / { i i GRADE BREAK STA �= 15+91.42 665 i j ! XISTIN6 GRA E ! ; ELE = 668. 67 665 Ct f j T ` -------------- ! o i ! ! ; I i ! I w !I i ( 660 660 658 ! z u) i { 658 w w w 1 1 o) iO 00 � 00 +°- tfj °0 co-• CO m rC0? CO m *1 '` CCD tsi c° LO N CD CQ t` 0 00 0) w d O C° c» 00 t0 0' c' 1, to CD O h cD LO to h O W CO m � CO , CO � C0 to LO CO CD (0 m cD (0 r- CD h CO C0 W CD C0 CO `0 c0 O cG CCD C0 CD ca m CO CO C0 CD co LL 10+00 10+50 11+00 11+50 112+00 12+50 13+00 13+5U 14+uu -i4+ou (PRIVATE) DESIGN SPEED: 15 MPH ALLEY F -IZ)+uu 1a+av roTvu io+Ou 10+ia LOW POINT ELEV = 667.26 LOW POINT STA = 10+26.00 LOW POINT ELEV = 667.14 LOW POINT STA = 10+57.56 PVI STA = 10+96.00 PVI ELEV = 666.91 A.D.= 0.04 K = 26.12 HIGH POINT ELEV! = 669.76 HIGH POINT STA = 11+95..86 PVI STA = 11+75.186 PVI ELEV = 669.6#6 10+00 10+50 11+00 11+50 12+00 12+50 12+75 (PUBLIC) DESIGN SPEED: 25 MPH PVI ELEV = 667.29 CSSD=1:84' 103.00' VC I= - =10.59 OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES 675 A.D. =j 0.01 2. i toK r m `t BVC$: 11+55 86 675 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN 14 - 667 - --- -13jTC1 ---- ---- -- - ---- ----- 3. BVCS: 10+16.00 4. j EVCS: 11 +95 86 MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L 13VCE: 667.39 �6 w cn w EVC: 669.76-- SANITARY SEWER MUST BE PROVIDED. 7. EV >-- STRUCTURES. 8, VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES WHERE DROP GREATER THAN 12'. } ; THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN f VCE: 67.26 m 0° PROPOSED GRADE w w SSD X387' DURING THE CONSTRUCTION PROCESS. 670 10,00 VC V T STDG------ -°I° +- - -- 670 ------- - C 2 -- - -- END BINION STREET CONSTRUCTION PROPOSED ,0 0 ° ° 0"X10" 3-10"! , G.V. ELEV. 669.660 E U. 66 665 ( - 665 1.62 ROPOSa ED 660 w o 10" WA qq co IRE HYDRAN 660 -- - - - - S7 tt - --- "-E� - ---- -- > 7 1 j ,G.V. wuw 4.90' � `� J W 40POSI:'D - O CP 10' CLAS$ 52 D.1. WA7E LINE ci - SAN ' ' 655 W "+ I U w + 655 a`� 15-12 z U) TING G DE UJ` z --- 11-10B 650 - ------- -- j �- ------' ---- _ 650 -- - - - - - -- - -t- --I' -- -E - 648 648 w w rn m '� co coh� r- ti Ill 00 to to cc Ill w cc 10+00 10+50 11+00 11+50 12+00 12+50 12+75 (PUBLIC) DESIGN SPEED: 25 MPH VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 2.5 50 100 200 ( IN FEET ) 1 inch = 50 ft. IV 0 TES: 1. ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPA C TION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303, 04. 3. ALL FILL MUST MEET 95� COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SA NI TAR P SEWER. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VE=RTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8, VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES WHERE DROP GREATER THAN 12'. 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 2.5 50 100 200 ( IN FEET ) 1 inch = 50 ft. HIGH POINT ELEV = 674.99 HIGH POINT ELEV = 676.11 HIGH POINT STA = 14+25.00 PVI STA = 14+75.00 LOW POINT ELEV = 668.97 HIGH POINT ELEV = 678.71 HIGH POINT STA = 20+12.50 PVI STA = 19+62.50 PVI ELEV = 677.50 A.D. = -0.03 K =29.07 HIGH POINT ELEV = 679.81 HIGH POINT STA = 20+78.32 PVI STA = 21 +00.00 PVI ELEV = 680.83 CD NA.D. = -0.07 + CN K =16.84 N MR, Me WE 10+00 110+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1 b+UU '16+50 11+00 17+50 (PRIVATE) DESIGN SPEED: 15 MPH ALLEY D LOW POINT ELEV = 678.29 LOW POINT STA = 104-69.89 PVI STA = 10+49.89 PVI ELEV = 678.69 A.D. = 0.04 K = 10.00 CO'l SSD=�24'm 0 00 C6 0) i 0i m 64 Cq 20 C'4 + 0) + co (0 t Q0 6.w &j lij 0U j 00 >> mm I F ui u>i HIGH POINT ELEV = 681.18 HIGH POINT STA = 12+75.06 PVI STA = 12+25.06 PVI ELEV = 680.49 A.D. = -0.01 K = 163.56 00.00' VC (;SD*1819' LLO O CD co00 u") rs NIUM HUN 15 I A = 1Z+?JV.t5b CO 00 (0 CO 00 CD CO N 00 O00 + --------- PVI ELEV = 675.11 16+00 16+50 17+00 17+50 18+00 CD THICKNESS BEFORE COMPACTION OVER THE ENTIRE LIJVV t'ull%41 0 1 /A = I flt*?5z.ou AND BRIDGE SPECIFICATION 30304. 3. V�.A PVI STA = 15+50.00 C� V) SANT TA R Y SEWER. 5. MINIMUM 35' OF COVER MUST BE MAINTAINED OVER WIL 125.00'VC MINIMUM I' OF VERTICAL SEPARATION FROM STORM - SEWER & WIL AND 7.5' OF SEPARA TION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 7 PVI ELEV = 685.00 L.. PVI ELEV = 683.81 STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM PVI STA = 12+49.86 9. THE DUCTILE IjRON WATERLINES SHALL BE WRAPPED IN 01 POLYETHYLENE- ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, KYHICH WILL BE TESTED AND INSPECTED A.D. = -0.03 _j 1 HIGH PVI STA = 18+35.00 682 Los• LO C� t-- SSD=363' LO , (D u� wCN SSD=208' POINT 0 Lq 17+63.'p2 > < Z 0 PVI ELEV = 674.19 STA ='17+58.6 O Emm= > K =38.60 110.00, VC SSD 473 '_ - - ___________50.00'VC. SSD 1357 U) LLj PVI ELEV = 670.02 ELEV 682.24 F- F- 0 r r% »?: ':'� Z 1- N ce) Lj_ 0 LO 0 C114 ) C\i o LO u') Cl re v C) I. = -0.02 V v i 690 A.D. = -0.00 + i_ 7 + 0� _s�­­_ CD � <0 -_4 ____ - - - - I BV 100.00, VC ------ i I LOW POINT ELEV 667,77 A.D. = 0.04 (A illi/do + 6j 66 6j U) I ui C: + 00 m 'RADE w + 0 < 0 CD ------- EV'aS: 17+63.62 ZLu Z C) C) _____._-___>-01 I C) q lu >> w 00 m w w cj) w 0 DE: 682127 U) uj F- F- 10OWNAL C'j �0 w - -I W t� I CD K =422.43 )01 VC SSD --467' 1 LOW POINT STA = 16+69.62 K 27.19 < 0 OW POINT EL -_V 669.19 I uj 80. 00' VC CD i C) 0 1 L6 04 x (D u U-) C\l 12.00% PVI STA = 16+50.00 105.00' VC 0 f - > EXISTING r GRADE > > o 0 0 w M I W 1 680 680 . --- . . . . . .i WT -0 -PO -ST :DVISTA=10+1 ____l A 0+0-.77- u 0 V? SSD='Il 120' i co 00 + ;i�r (0 i 0 U) + C14 U 0 PVI ELEV = 667.08 LO C� A.D. 0.07 corn D= 1901 LO C) Ca co i z > > IN4 (n ZD V) > ... Lu > ... :D > w i 66 i VI ELEV 669.14 .00 + ce) i N fl- CD 0 U 04 Il- 1 LU 0 UU w 00 0� + 00 K=15.17 (0 + co 0011- Lu yj uj w w . ....... .. U) r) 2 -?.00% US > i w _>2.42°l0 ul -100.00' VC- 66 6i SSD*109' C) i 0 0 U) W 0 uj U) U) U) ujLu - __l > > > 2.42% U) LU - -------- UJ > LLj 2.30 3VCS: '10+14.00 ce. >> i Im m LLI Lli 010 rz > > CD CD i i > > 00 5 C� ED CO 0-1- > > ui ui uj 0 675 675 3VGE� :X69 24- =VCS: '10+24.00 + 0) + CO Co co Q0 r- i0 VCE; 669.25 L co 00 ui ui F ROPOS 'ED G DE O 59% 670 -F- O .0 kl) ko Lu 670 Lr) m C) w JW LOW POINT ELEV 668.3 C LOW POINT LOW 17+47.061 665 �TA 665 _T_ ui PVI PVI E LEV 068.26 D. A.D. 0,04 Lq 0� i i <1 BVC";: 17+4�'.06 660 z i o6 BVCE: 668.36 1 > 660 - w> ti U) w Lu > W W Z Ljjlll -Z L J W EVC E: 668.3 LJ -J 10.00 VC w z cf) C) 0 655 CD + ui w+ 00 C\l 655 U - w 652 1 Z z 652 > > W Ld CM Nl m CD co a 0 m C C\l (N 0) C.0 Cn co L0 co 00 C.0 N m (0 (D co V) C4 00 w 00 ce) m CO w L0 00 C) co co C) u') CD CC) 0) a M _j (z p N (m CD I . V_ . (.0 C'5 r-- Lei Cr') - . L6 00 C'i CY) . CD 6 6 I- CO C) 6 m 6 LO rp 00 . 6 C3 N 05 L6 6 W LliQO (0 rl- to r'- N_ Z_ r*- rl- to 1- (0 w (0 (0 (0 (.0 to LO (0 (0 r- (0 r'- 3 (D- (D CO fo r'- (0 <0 00 (0 oo t- 00 (0 <0 to (0 '0 w to CO (0 CD CD (0 (0 w w w (0 (0 CD (0 (0 (0 (0 to C.0 (0 (0 �0 coo W LL I MR, Me WE 10+00 110+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1 b+UU '16+50 11+00 17+50 (PRIVATE) DESIGN SPEED: 15 MPH ALLEY D LOW POINT ELEV = 678.29 LOW POINT STA = 104-69.89 PVI STA = 10+49.89 PVI ELEV = 678.69 A.D. = 0.04 K = 10.00 CO'l SSD=�24'm 0 00 C6 0) i 0i m 64 Cq 20 C'4 + 0) + co (0 t Q0 6.w &j lij 0U j 00 >> mm I F ui u>i HIGH POINT ELEV = 681.18 HIGH POINT STA = 12+75.06 PVI STA = 12+25.06 PVI ELEV = 680.49 A.D. = -0.01 K = 163.56 00.00' VC (;SD*1819' LLO O CD co00 u") rs HIGH POINT ELEV = 684.11 HIGH POINT STA = 161+25.00 t 0*) 00 �0 CO 00 (0 CO 00 CD CO N 00 O00 + --------- I to (0 16+00 16+50 17+00 17+50 18+00 CD THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD EXISTING GR -- ------ ------ >__00i b co r. 00 CD co I- CY) r..00 0) '6 C'4 06 co ai vi C9 0 00 co co 00 co co 0 rl- 00 t- I cD w CD (0 CD w CD cc (1 00 10+00 10+50 11+00 11+50 12+00 12*50 .1 50 I 8+uu 1 t3+bU I u+uu 19+5U zu+uu ZU+bu 21+00 21+50 22+00 221+50 - -- - ------- ----- -------- 680 0, � CQ . N Ce, � IN O. 0) . ) � IN 0 LO . CO CY) 04 C� m CY5 C:) 4 05 0 0') 00 00 co 00 CO CO CO 00 flo 00 CO �0 co CO co co 13+00 13+50 14+00 14+50 15+00 15+50 (PRIVATE) DESIGN SPEED: 15 MPH ALLEY A] VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. w 0 CD U-) CD co00 _T I HIGH POINT ELEV = 684.65 HIGH POINT STA = 15+54.34 HIGH POINT ELEV = 684.11 HIGH POINT STA = 161+25.00 t 0*) 00 �0 CO 00 (0 CO 00 CD CO N 00 O00 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST I to (0 16+00 16+50 17+00 17+50 18+00 THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30304. 3. ALL FILL MUST MEET 95X COMPACTION. PVI STA = 15+50.00 PVI STA = 16+50.00 V) SANT TA R Y SEWER. 5. MINIMUM 35' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 695 SEWER & WIL AND 7.5' OF SEPARA TION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 7 PVI ELEV = 685.00 L.. PVI ELEV = 683.81 STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES 6WHERE DROP GREATER THAN 12' * 9. THE DUCTILE IjRON WATERLINES SHALL BE WRAPPED IN 01 POLYETHYLENE- ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, KYHICH WILL BE TESTED AND INSPECTED A.D. = A.D.-0.03 = -0.01 _j 1 HIGH POINT ELEV= 682 U) 0 K =42.73 K =61.40 I wCN j HIGH POINT STA =: 17+63.'p2 > < Z 0 PV STA ='17+58.6 O Emm= > 110.00, VC SSD 473 '_ - - ___________50.00'VC. SSD 1357 U) LLj F -i - ----- P_V_ ELEV 682.24 F- F- 0 r r% »?: Z P-4 Lj_ 0 LO 0 C114 ) o LO u') Cl re Al K I. = -0.02 V v i 690 0 + i_ 7 + 0� _s�­­_ CD � <0 -_4 ____ - - - - I BV .67 -_ S:17 _+_5_3._62__ --- ------ i U) (A illi/do 6j 66 6j U) I ui C: BV -_E: 6824114 'RADE U) 0 0 L) 00 00 EV'aS: 17+63.62 ZLu Z _____._-___>-01 I m/EV lu >> w 00 m w w 28) w 0 DE: 682127 0_j F- F- 10OWNAL 0 F w LLO. 10. )01 VC F >1 < 0 uj uj uj 5- Q) C) 0 685 0 x (D u 0 12.00% no 0j .50% f - 2: 0 - -- - ------- ----- -------- 680 0, � CQ . N Ce, � IN O. 0) . ) � IN 0 LO . CO CY) 04 C� m CY5 C:) 4 05 0 0') 00 00 co 00 CO CO CO 00 flo 00 CO �0 co CO co co 13+00 13+50 14+00 14+50 15+00 15+50 (PRIVATE) DESIGN SPEED: 15 MPH ALLEY A] VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. w 0 CD U-) CD co00 C) . t- 0 U.) m (0 t 0*) 00 �0 CO 00 (0 CO 00 CD CO N 00 O00 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST (0 to (0 16+00 16+50 17+00 17+50 18+00 675 672 18+50 18+75 680 680 LOW POINT ELEV = 656.94 LOW POINT STA 11 +55.00 675 j PVI STA = 12+50.00 675 PVI ELEV = 658.84 A.D. = 0.05 K = 37.09 190.00' VC= C) C) SSD -203' C) CD LOW POINT ELEV 656.19 L6 670 U-) L6 cD ---LOW POINT STA = 10+85.00 670 + (6---- + ul LO co W PVI STA = 110+85.00 c PVI ELEV =: 655.54 c6 6j UU A.D. 0.04 > U m m K 32-50 w 130.00' VC X 665 665 o C) 0) CS I PROPOSED GRADE, F4 + (0 + Q5 u') U) END PARK RIDGE WAY CC NSTRUCTION (n uj > STA. 13+13,00; 660 m m w > ul ELE:V. 663-490 660 w > 655 655 w 2.00 E XISTING GRADE V LO > w _j 650 w 650 .-Z 0 O w + w 645 z cn 645 > > (0 00 (0 ce) ui w w 00 'co co m co I- C\1 (0 C\l m 00 C) 0) _j _j Lt ui wC) co �U.) 6 M c6 LO 6 C6 N 00 Ld cy) u*) LO V) 0 V) V) LO <0 to (.0 (0 u.) C.0 LO cc (0 (0 w W coo co co CD CD (0 Co (.0 (.0 flo CD CO�0 CIO U- 10+00 10+50 111+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 Y PARK RIDGE WA SCOT R. COLLINS!Z U No. 35791 ONAL Ld Li NO TES: 1. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES z MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE u UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30304. 3. ALL FILL MUST MEET 95X COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER V) SANT TA R Y SEWER. 5. MINIMUM 35' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 7.5' OF SEPARA TION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 7 VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES 6WHERE DROP GREATER THAN 12' * 9. THE DUCTILE IjRON WATERLINES SHALL BE WRAPPED IN 01 POLYETHYLENE- ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, KYHICH WILL BE TESTED AND INSPECTED w DURING THE C,'ONSTRUCTION PROCESS. _j 680 680 LOW POINT ELEV = 656.94 LOW POINT STA 11 +55.00 675 j PVI STA = 12+50.00 675 PVI ELEV = 658.84 A.D. = 0.05 K = 37.09 190.00' VC= C) C) SSD -203' C) CD LOW POINT ELEV 656.19 L6 670 U-) L6 cD ---LOW POINT STA = 10+85.00 670 + (6---- + ul LO co W PVI STA = 110+85.00 c PVI ELEV =: 655.54 c6 6j UU A.D. 0.04 > U m m K 32-50 w 130.00' VC X 665 665 o C) 0) CS I PROPOSED GRADE, F4 + (0 + Q5 u') U) END PARK RIDGE WAY CC NSTRUCTION (n uj > STA. 13+13,00; 660 m m w > ul ELE:V. 663-490 660 w > 655 655 w 2.00 E XISTING GRADE V LO > w _j 650 w 650 .-Z 0 O w + w 645 z cn 645 > > (0 00 (0 ce) ui w w 00 'co co m co I- C\1 (0 C\l m 00 C) 0) _j _j Lt ui wC) co �U.) 6 M c6 LO 6 C6 N 00 Ld cy) u*) LO V) 0 V) V) LO <0 to (.0 (0 u.) C.0 LO cc (0 (0 w W coo co co CD CD (0 Co (.0 (.0 flo CD CO�0 CIO U- 10+00 10+50 111+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 Y PARK RIDGE WA SCOT R. COLLINS!Z U No. 35791 ONAL Ld Li Lu z 2! u Ld (1) > z V) OEM= CY) z 0 _j It 01 w CN C:) _j _0 N C%4 U) 0 o wCN > < Z 0 0 O Emm= > U) LLj F -i U) Lu 0 L9 F- F- 0 r r% »?: Z P-4 Lj_ 0 Ir n re 0 V v i 0 0 -0 Lij 0 u U) ZD C: U) Ld ui Li z i� ZLu Z LIJ Ln V) 28) w 0 0_j F- F- 10OWNAL 0 F w LLO. LL F >1 < 0 uj uj uj 5- Q) C) 0 u x (D u 0 O _j z z 2: 0 , u o 0 0 0 -C W Lu 0 0 u u u Lu Ln JOB NO. > 0 U) 112066 U 0 u ca 0-6 z z z < IN4 (n ZD V) ::D :D n 66 10 Lu Lu _j 0 U 0 U 0 U LU 0 z < w CL, 0� C) Lu yj uj w la- r) US > Lu Lu ul ul ul uj U) U) U) ujLu > > > U) LU UJ UJ > LLj ce. rz > > U, uj O 0 O kl) ko Lu Lr) m C) w (y) C Lu 2! u (1) > z CY) OEM= CY) 0 It 01 w CN C:) _0 N C%4 U) r) o wCN > < Z 0 O Emm= > U) LLj F -i U) Lu 0 L9 F- F- 0 r r% »?: Z P-4 Lj_ 0 Ir n re 0 V v i 0 0 -0 Lij 0 u E _0 ZD C: Ld ui Li z i� ZLu Z V) w 0 0_j F- F- 10OWNAL 0 w LLO. LL 0 Q < > 0 C) 0 x (D C%4 Q) W Lu 0 0 10- Lu Ln JOB NO. 0 U) 112066 SCALE H:l "=50' SHEET NO. 10 NQ TES: (.: aLL TORlt�f SHALL- BE-- -C1� A -SS (tl RCP - UNL ESS_ NOT D - I 0TH RW(SF: A MNIMUM OF 2' COVER UVE STORM PIP S MUS' BE MROVID D. w 2 ALL ` DADVAY E BANKEN'T IvATER7AL SN LL CONSIST PRE OMINA�NTL Y' OF SOIL AND I BE PLACED N SUCCESSI E UNIF RM L � YER.S NOT MORE ;IAN S INCH S 1N __THTC JVES �" BEFC7R COMA%TI OVER TH ROADBED AREA JIV ACCQRDANQE WITH VDOT 2007 ROAQ AND BRIDGE SP,` 11=1CAr1ONr 303. 04 3 ALL ;r -ILL MUST M ET :95X SCO PACTION. 0 4.i MINIMUM 3' OF C VER MUST HE MAINTAIN +p OVER SANITARY SEWER. 1 5 : MINIM um-0( COVER ri�t�S7# BE MAJNTAi/IED 01 ER W�'L 6 MINIMUM 1S;5' OF V R TICAL SEP RA TION FROMSTORM 1 '_SEW R_ ,� _ t ` /L AND .1.,5' DF. S PARA BION_. B .TWEE/ _-W/L_ Vic SANT! ARY SEWER MUST BE- P OVIDEQ. 7. VD07� STD. 'IS -1 INLET S:,HA:PIN REQUIRED ON ALL STD M ........ ._.... 8.1 VD07G STD S(_-1 SAFETY., SLAB REQUIRED ON ALL STOR STRCTURE S WH E DROP GR ATER THAN 112' 0 --.-THE PUC 7I( t. /R0A WA WflLIWE SHALL 8E---lIiRAPPED IN ' POL 1 ETHYL ENE ENCASEtu(EtW T l EE ED BASED ON SOIL CON I TION: - WH1 WILL; BE T _ST ED ;AND INSPECTED ui `/Ffl I Lin. O M -I + : i.� + i : i : i : i M 1 r W i i i 600 CO CD 00 00 O N co LO LO I- O <0 I I CO O N L0 N h- 1` r CA fk7 O 7- Lt} c0 i3) L77 C7 rt co CO Cn ice- h- cY3 O ice- Li) d O t4 O N r c Ca 00 Gf3 1 r Lt) � N tf? d� O t � t� 3 C? O N r CO fes. CO Cfl LC� LI) 00 t0 d? t4 lam- C7 M a0 1�- C7 (D 00 O N "h cfi d d N C� Lt) O '- 0) Lo ct r- N. N t� to d et �- OJ O V) O V) N 0� (0 � W I`' CO c6 1� O CO O CO c6 CO OQ In r tf? O LA � rP N m O M O CO m t0 O c0 ~ co � N T N O N N N O N L6 r LO N to � C1j 00 � C7 (0 CO (0 O yj O CO ( co m e0 e0 co CLS co c0 O LO CO O CO eL3 e0 t0 e0 CO CO O eQ (0 e� t0 CLS CNO e004 CO (0 O CD (0 w04 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+25 35 MPH PUBLIC ROAD VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET } 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 0 SCOT R. COLLINS'Z� U No. 35791 -10-16 0 z w Li z N U C N v 0 Q L Q i O Q) Q) CL °' r� 0 < 0 0 Q j j � 0 � v H 3 U U 0 CL. Q L v .0 Q o \r/ T L7 E c 0 z w z z w z J 0 0 0 U T N L2. 0 L Q N U) U X N O Z N 6 v E U O uj Lu C. 6 U JOB NO. 112066 U "O SCALE V:1 "=5' v L:l i "=50rptf C H:1 lO Q SHEET NO, v 11 � v F- z w z 0 v 0 c W 0 U N 3 }— U) '"z n 7 i- F- - 0 w 3r z z 57 o {} LI1 M LU Z LI_i M 0�Q 0 � u ��j 0 0 O Q 0 �� d u Q Z 0 O M 0 0 LU LU oC w >� Lf) Z Z � LCL GSL r L[ � LuLu LL > W L�t1 !tel! r ce > W Uj � Cis O U O Z7 C 6 O B O U U U O U O uj Ln m LfI t,{j ko G[ © ul L l O 00 O E r'j pi0 C N U C N v 0 Q L Q i O Q) Q) CL °' r� 0 < 0 0 Q j j � 0 � v H 3 U U 0 CL. Q L v .0 Q o \r/ T L7 E c 0 z w z z w z J 0 0 0 U T N L2. 0 L Q N U) U X N O Z N 6 v E U O uj Lu C. 6 U JOB NO. 112066 U "O SCALE V:1 "=5' v L:l i "=50rptf C H:1 lO Q SHEET NO, v 11 � v F- i 685 685 ' I I I i I E 1 t v680 686 'SIC I -i7' ISTANCp T-- HT.O OBJECT i =3.5' ! — I ; J I I , , 675 _- - — --- -- 675 _ — - --- --- --i -- - i ! I 4- i 670 I ' _ , > co w w ►+ �m LCD CJ O ce) M c4 � L() LO C� co oq:T c0 ti d M N N O C05) 0) i' co w w cf Gi t 'i N N r r t i d Lri to LO ui hr t6 O ap r r p r I- I- � Il. � I` � r � 1` � � ^ II � I� (`r fl- ti h I.., Co CO C) C� to tca (0 to tofl- to w W CO ( � � t0 � t0 � m � t0 � tti � � � co � W LL. 10+00 10+50 11+00�-- 11+50 12+00 _ 112+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 658 P ILLE- i j z GT H /� { i W Duo HT OF OBJECT--EWST-�j!� LC? o0D i I E 1 t v680 686 'SIC I -i7' ISTANCp T-- HT.O OBJECT i =3.5' ! — I ; J I I , , 675 _- - — --- -- 675 _ — - --- --- --i -- - i ! I 4- i 670 I ' _ , > co w w ►+ �m LCD CJ O ce) M c4 � L() LO C� co oq:T c0 ti d M N N O C05) 0) i' co w w cf Gi t 'i N N r r t i d Lri to LO ui hr t6 O ap r r p r I- I- � Il. � I` � r � 1` � � ^ II � I� (`r fl- ti h I.., Co CO C) C� to tca (0 to tofl- to w W CO ( � � t0 � t0 � m � t0 � tti � � � co � W LL. 10+00 10+50 11+00�-- 11+50 12+00 _ 112+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+bU 1b+vu Io+ou IO+uu IO*OU IO'r/O I----------' ' �i I 685685 ------------- ----- N E: S*ET TRI ES Wl�L BE OBJECT \ r I I I j I I ! PR JNED 81ABOV GROU D AT _ -- ' ------ — -- '' ----- - - - — ---- -- - -- -- A�-�� tRVE SI HT LINES AT l TERSE01ONS. 0 680 ' ' AGF.' i 1 T. OF OB ECT 6 — - I --- ' j --- 75 675 670 I i �� I --- i 670 --- — -------- ---- - ! - -- - - - -- --- ---' --- - - - �Y ---- ---------' ----- ------ ! --- --- -- —+ - -- ----- i I I ! V"- 665 ! 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PR JNED 81ABOV GROU D AT _ -- ' ------ — -- '' ----- - - - — ---- -- - -- -- A�-�� tRVE SI HT LINES AT l TERSE01ONS. 0 680 ' ' AGF.' i 1 T. OF OB ECT 6 — - I --- ' j --- 75 675 670 I i �� I --- i 670 --- — -------- ---- - ! - -- - - - -- --- ---' --- - - - �Y ---- ---------' ----- ------ ! --- --- -- —+ - -- ----- i I I ! V"- 665 ! I i I i i 665 ------- - ---- ---------- ------ -- ------- , i , �.-_— I 660 j _�. ' " ---------- ------ ----- i j ---- I 660i i : --------- ------------------- --- --- ----- -- - - --- -------- ------T------- I �- I ' 1 685I 1 i i I f 685 I H OF O'�JF , I I I � .- 680 680 --------------- ------------------------------------------------------------------------- --------- - ------1------------ ----------'---------- --------- `--- S�----------'------ -------------- ---- -- - --- --- '- '�--- -i -------------}------------' ---- ----- ----- --- ------ ----------- ------- - y ( S! HT HT. 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L6 U, �% N r O P- to W M t0 r N co C6 to d w G7 to I, `� r d C7 4 U` C) ti tai � N r �` CO co to ttoo too �' GO w CO co tO GO to w to � CO t0 t0 to tO w m co 0 W U. w u_ N W 0 U 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00� 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 I �- I ' 1 685I 1 i i I f 685 I H OF O'�JF , I I I � .- 680 680 --------------- ------------------------------------------------------------------------- --------- - ------1------------ ----------'---------- --------- `--- S�----------'------ -------------- ---- -- - --- --- '- '�--- -i -------------}------------' ---- ----- ----- --- ------ ----------- ------- - y ( S! HT HT. OF OBJECT 675 i i 675 -.s I r ,- 77 670 1� -- { i f j j 670 ------------------------ --------------------- -----' --- ---- �- ------------ ------ --- -- ---- ------------------------- ------------------------------------------------------- -- --- -------------- -------------------- --------- 1 ------ ---------------------- ----- --- I ! 665 -------�-- ----- -- ----- ------------------------ - - - --R'M --------------- ------ -- -7-----------E 665 I I � � I I i i I I I I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 a � SCOT R. COLLINS`Z No. 35791 2� al `�`SIONAL El�GwOZ z w z 662 z W r 1 652 w w r t� r p� M rt; C) ao rn m Ln to as co wco W W d I� d i� co r,,. �,� LV r- r O ti r T O t` T N I. I� nj co ( r" C'i d' I� r 4 L6 r` ti tai � N r �` CO co r CO Ur ( C) p tO to to tO w tD t4 cc O CO CO to to tO t0 to O tO to w 0 w u_ N W 0 U 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 a � SCOT R. COLLINS`Z No. 35791 2� al `�`SIONAL El�GwOZ z w z I v C N 0 m ° N !n O Q Q 0 ° ° ui c r3 a 0 0 0i o 3 z� 0 a� 0 L.i T ° z H H z_ CD z z z 0 0 0 0 T N 0- 0 Q 0 U X ,V ° V) (D E U O LU cy ui = o_ V) U JOB NO. 0 V) 112065 ° SCALE - ! �.L H.1 "=50' SHEET NO. 12 z W z 0 C) U N W 0 U ,.0z cn to v) z 0 � z z z � x 0W Z W Z 0 a z 1 v y U u u y w Q� <L U s w C) -j z OU 0 ® L ° z Q � LU � U.5 ce LU L LLJ > to z0 U m m w c- W a > > > n u LlI LU ct > Uj U C c z c C G z z c c L v c c c c LU .fid Lt) _4 Lf) ri Lt) r I U� `i 40 c r -i 0. CD Lf) LPI C5 Iy Go - 0 E N N s I v C N 0 m ° N !n O Q Q 0 ° ° ui c r3 a 0 0 0i o 3 z� 0 a� 0 L.i T ° z H H z_ CD z z z 0 0 0 0 T N 0- 0 Q 0 U X ,V ° V) (D E U O LU cy ui = o_ V) U JOB NO. 0 V) 112065 ° SCALE - ! �.L H.1 "=50' SHEET NO. 12 NOTE: STREET TREES WILL BE PRUNED 8' ABOVE GROUND AT TREE MATURITY TO PRESERVE SIGHT LINES AT INTERSECTIONS. T V VERTICAL SCALF, 5 0 2.5 5 10 2.0 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 10+00 10+50 11+00 11+50 11+75 ALLEY D STA 17+55 SIGHT DISTANCE m 675 i U) Z'SIGHT )ISTAN�E = 13 0 112066 670 675 EYE k � f SHEET NO. L'i ' 675HT. 0 ZH* D ISTAN qE 133' 1 HT. OF EYE z 665 I 670 11 =3.5' _ 0 _j _j ------------ stGVA T 670 . HT 660 0 Z_ HT. OF, OBJECT u =3 5 658 =3,5' 658 Lu uj 0 ( C>.0 . . _j _j W Lu 00 't (D (.0 6 (D C.0 w U- 665665 U) i pjic HT. OF EYE 660j -41 i 6601 6581 V lsi C: Q) =3. 3.d 658 w w 670 670 _j _j w w 00 Gu-) c6 L6 (�o (0 r to (0 0 CO r— w U- 10+00 10+50 11+00 11+50 11+75 ALLEY D STA 17+55 SIGHT DISTANCE m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+25 PARK RIDGE WAY STA. 10+25.16 SIGHT DISTANCE 0 U) Z'SIGHT )ISTAN�E = 13 0 112066 670 HT. OF EYE V "=5' 670 SHEET NO. L'i T. OF OBJECI 675HT. 0 ZH* =33 /7-- z 665 I 675 665 _ 0 _j _j ------------ stGVA T Rl!�� HT 660 0 Z_ ------ 660 u =3 5 658 658 Lu uj 0 ( C>.0 . . _j _j W Lu 00 't (D (.0 6 (D C.0 w U- U) i pjic HT. OF EYE -41 V lsi C: Q) =3. 3.d 670 670 670 670 0 -X _T Z W Z W � �c Z ox 2: HT. OfF OBJET u 0 0 (1) u z 0 I-Av, 0 0 0 -:-7-15 u u u 0 > IN, U 0 !YL U Ca z z z w < 665 LLJU) 0_j;�,UUU 0 0 0 uj 2�ou 0 < 65 6 665 r) u ce 41 Yuiz> 662 0 C) 0 665 > uj w U) w U) w CL p Lu 662 > > 0 > > > > Lu Lu W w _j Ul ce 1- 04 w 0 0) 0) . C) w W w 00c0 cOeflitico co to 06 m W (0 6 pj C-0 W U- w w w CO -C 660 ca 660 HTJOF EM: -C =3.5' 655 C 655 C Lu Ln Ln LO kD 110 A Aq-, Ln Ln C:l 00 CD E CD T-4 r1i rlj r_j rq ;�. rj -_ rn rl. C 650 650 F OBJECT 645 7* 7-7— =33 645 640 640 X 635 1 635 > > LO CD CDco co m to 0) m co 04 u') (0 co C� CD Lu W L6 4 Cq C'4 r- Fl- 06 U.) C� N eo 6 C> LO to �6 u') u') X,) U) U) d' 6 CD It 't 't 't (0 to W w cc �0 (0 w w W CO (0 (0 C -0 (0 (0 (0 Q0 w CO W LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+25 PARK RIDGE WAY STA. 10+25.16 SIGHT DISTANCE 10+00 10+50 11+00 11+50 11+75 IALLEY D STA 17+01 SIGHT DISTANCE 0 U) Z'SIGHT )ISTAN�E = 13 0 112066 670 HT. OF EYE V "=5' 670 SHEET NO. L'i T. OF OBJECI =33 /7-- z 665 I 665 _j _j ------------ stGVA T Rl!�� HT 660 0 Z_ ------ 660 u 658 658 Lu uj 0 ( C>.0 . . _j _j W Lu 00 't (D (.0 6 (D C.0 w U- 10+00 10+50 11+00 11+50 11+75 IALLEY D STA 17+01 SIGHT DISTANCE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 ALLEY D STA10+27 SIGHT DISTANCE "', I SCOTT R. COLLINSZ/ " C-) No. 35791 d OXAL 7-, 0 U) JOB NO. 0 112066 z SCALE V "=5' H:l "=5 SHEET NO. L'i 675 V) z _j _j stGVA T Rl!�� HT OF OBJECT 0 u =3.5 U) i pjic HT. OF EYE V lsi C: Q) =3. 3.d 670 670 0 -X _T Z W Z W � �c Z ox 2: HT. OfF OBJET u 0 0 (1) u z 0 0 0 0 -:-7-15 u u u 0 > U 0 !YL U Ca z z z w < 665 LLJU) 0_j;�,UUU 0 0 0 uj 2�ou 0 < 65 6 r) u ce 41 Yuiz> 662 0 C) 0 Lu > uj w U) w U) w CL p Lu 662 > > 0 > > > > Lu Lu W w _j Ul ce 1- 04 w 0 0) 0) . C) w W w 00c0 cOeflitico co to 06 m W (0 6 pj C-0 W U- w w w CO 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 ALLEY D STA10+27 SIGHT DISTANCE "', I SCOTT R. COLLINSZ/ " C-) No. 35791 d OXAL 7-, I I F_ LU uj 0 U) JOB NO. 0 112066 z SCALE V "=5' H:l "=5 SHEET NO. L'i V) z _j _j 0 u U) O C: Q) O 0 Z W Z W � �c Z ox 2: 0 u u 0 0 (1) u z 0 0 0 0 rL u u u 0 > U 0 !YL U Ca z z z w < LLJU) 0_j;�,UUU 0 0 0 uj 2�ou 0 < 0 r) u ce 41 Yuiz> 0 C) 0 Lu > uj w U) w U) w CL p Lu 0 > > > > Lu Lu UJ w Ul ce LLI ce Uj > ce w ULJ ry, C -C ca -C C C Lu Ln Ln LO kD 110 Ln Ln C:l 00 CD E CD T-4 r1i rlj r_j rq ;�. rj -_ rn rl. C I I F_ LU uj 0 U) JOB NO. 0 112066 SCALE V "=5' H:l "=5 SHEET NO. 12,E c� z W W z z w z J 0 0 c a U C N 3 Q) O x x a> 0 0 a7 S a c 0 U 7 i D O U i O a -D 0 U i N D c O U O "a N O D Q? .N U i N N O O a t D O L T D i O Q) N m D N O a L D C) C) a Q C L O 4? O 3 O U O L 2 N i N n a-+ O T D E a _Z ry W W z z w z J J O O O T i U Q O i O N U X N O L O L a m 0 a� a U O N O_ U O O co a 0 a 0 a Q 0 a� H Alignment: ALLEY A Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 25801.060 13180.986 End: 12+04.017 25803.734 13384.986 Tangent Data Parameter Value Parameter Parameter Value Parameter Value Length: 204.017 Course: N 89° 14'56.0580" E Curve Point Data Easting PC: 10+57.280 Description Station Northing Easting PC: 12+04.017 25803.734 13384.986 RP: RP: 25242.782 13392.340 PT: 16+94.706 25608.137 13818.060 Circular Curve Data Radius: 365.000 25452.967 Parameter Value Parameter Value Delta: 50° 06 52.9850" Type: RIGHT Radius: 561.000 Course: S 660 32'39.2038" E Length: 490.688 Tangent: 262.283 Mid -Ord: 52.799 External: 58.284 Chord: 475.195 Course: S 65° 41' 37.4495" E Tangent Data Description PT Station Northing Easting Start: 16+94.706 25608.137 13818.060 End: 18+06.435 25523.351 13890.824 Tangent Data 25361.988 13650.531 Parameter Value Parameter Value Length: 111.729 Course: S 40° 38' 10.9570" E Alignment: ALLEY B & FREMONT STREET Description: Parameter Value Delta: 010 42'03.5085" Tangent Data RIGHT Radius: 990.000 Description PT Station Northing Easting Start: 10+00.000 25812.270 13273.264 End: 11+18.848 25693.433 13274.822 Tangent Data Easting Description PT Station Parameter Value Parameter Value Length: 118.848 Course: S 00'45'03.9420" E Curve Point Data Value Parameter Value Description Station Northing Easting PC: 11+18.848 25693.433 13274.822 RP: Northing 25699.987 13774.779 PT: 11+44,746 25667.557 13275.832 Circular Curve Data PT: 16+94.691 25166.371 Parameter Value Parameter Value Delta: 02° 58'03.7338" Type: LEFT Radius: 500.000 LEFT Radius: 418.500 Length: 25.898 Tangent: 12.952 Mid -Ord: 0.168 External: 0.168 Chord: 25.895 Course: S 02° 14'05.8089" E Tangent Data Easting Description PT Station Description PT Station Northing Easting Start: 11+44.746 25667.557 13275.832 End: 11+67.130 25645.221 13277.284 Tangent Data Value Length: 20.240 Parameter Value Parameter Value Length: 22.384 Course: S 03'43'07.6758" E Curve Point Data PC: 17+14.932 25154.829 Description Station Northing Easting PC: 11+67.130 25645.221 13277.284 RP: PT Station 25612.791 12778.336 PT: 11+93.028 25619.345 13278.293 Circular Curve Data 28+47.798 25102.314 Parameter Value Parameter Value Delta: 02° 58'017338" Type: RIGHT Radius: 500.000 S 72' 32' 30.0340" E Tangent Data Length: 25.898 Tangent: 12.952 Mid -Ord: 0.168 External: 0.168 Chord: 25.895 Course: S 020 14'05.8089" E Tangent Data 14675.809 Parameter Value Parameter Description PT Station Northing Easting Start: 11+93.028 25619.345 13278.293 End: 12+83.383 25528.998 13279.478 Tangent Data Start: 11+38.562 25154.758 13866.392 Parameter Value Parameter Value Length: 90.355 Course: S 00° 45'03.9420" E Curve Point Data Length: 65.698 Course: Description Station Northing Easting PC: 12+83.383 25528.998 13279.478 RP: Start: 25515.889 12279.564 PT: 13+76.182 25436.283 13276.390 Circular Curve Data Tangent Data Parameter Value Parameter Value Delta: 05° 19' 01.2634" Type: RIGHT Radius: 1000.000 Course: S 520 03' 15.9934" E Length: 92.799 Tangent: 46.433 Mid. -Ord: 1.076 External: 1.077 Chord: 92.766 Course: S 01 ° 54'26.6896" W Tangent Data 38+09.020 24501.157 Description PT Station Northing Easting Start: 13+76.182 25436.283 13276.390 End: 14+63.109 25349.632 13269.470 Tangent Data Parameter Value Parameter Value Length: 86.927 Course: S 040 33'57.3213" W Alignment: ALLEY D Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 25523.328 13279.536 End: 10+57.280 25524.079 13336.811 Tangent Data 25412.361 13644.498 Parameter Value Parameter Value Length: 57.280 Course: N 89' 14'56.0580" E Curve Point Data Type: RIGHT Description Station Northing Easting PC: 10+57.280 25524.079 13336.811 RP: 25159.110 13341.596 PT: 13+65.697 25404.936 13611.401 Circular Curve Data RP: Parameter Value Parameter Value Delta: 48' 24'49.4765" Type: RIGHT Radius: 365.000 25452.967 13687.126 Length: 308.417 Tangent: 164.090 Mid -Ord: 32.094 External: 35.188 Chord: 299.324 Course: S 660 32'39.2038" E Tangent Data Length: Description PT Station Northing Easting Start: 13+65.697 25404.936 13611.401 End: 14+23.797 25361.988 13650.531 Tangent Data Parameter Value Parameter Value Length: 58.100 Course: S 42° 20' 14.4655" E Curve Point Data 13725.796 End: Description Station Northing Easting PC: 14+23.797 25361.988 13650.531 RP: 24695.229 12918.731 PT: 14+53.188 25339.972 13670.000 Circular Curve Data S 40° 38' 10.9570" E Curve Point Parameter Value Parameter Value Delta: 010 42'03.5085" Type: RIGHT Radius: 990.000 PC: 19+76.376 Length: 29.391 Tangent: 14.696 Mid -Ord: 0.109 External: 0.109 Chord: 29.390 Course: S 410 29' 12.7113" E Tangent Data Northing Easting Description PT Station Northing Easting Start: 14+53.188 25339.972 13670.000 End: 15+88.094 25237.598 13757.858 Tangent Data Parameter Value Parameter Value Parameter Value Length: 134.906 Course: S 40' 38' 10.9570" E Curve Point Data Northing Easting Description Station Northing Easting PC: 15+88.094 25237.598 13757.858 RP: 25510.149 14075.441 PT: 16+94.691 25166.371 13836.779 Circular Curve Data Parameter Value Parameter Value Parameter Value Delta: 14" 35'38,2063" Type: LEFT Radius: 418.500 Tangent: 18.907 Length: 106.597 Tangent: 53.589 Mid -Ord: 3.389 External: 3.417 Chord: 106.309 Course: S 47° 56'00.0602" E Tangent (Data Northing Easting Description PT Station Northing Easting Start: 16+94.691 25166.371 13836.779 End: 17+14.932 2.5154.829 13853.405 Tangent (Data Parameter Value Parameter Value Parameter Value Length: 20.240 Course: S 55' 13'49.1633" E Curve Point Data 500.000 Description Station Northing Easting PC: 17+14.932 25154.829 13853.405 RP: 25319.119 13967.461 PT: 18+35.788 25119.120 13966.948 Circular (Curve Data Description PT Station Parameter Value Parameter Value Delta: 341° 37'21.7412" Type: LEFT Radius: 200.000 28+47.798 25102.314 Length: 120.856 Tangent: 62.337 Mid -Ord: 9.060 External: 9.489 Chord: 119.026 Course: S 72' 32' 30.0340" E Tangent Data 25154.758 13866.392 Description PT Station Northing Easting Start: 18+35.788 25119.120 13966.948 End: 22+36.680 25118.091 14367.839 Tangent Data 25102.314 14675.809 Parameter Value Parameter Value Length: 400.893 Course: S 89' 51' 10.9046" E Alignment: ALLEY F Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 25278.794 13926.780 End: 11+04.063 25366.136 13983.353 Tangent Data 25412.361 13644.498 Parameter Value Parameter Value Length: 104.063 Course: N 32' 55'54.5533" E Curve Point Data Type: RIGHT Description Station Northing Easting PC: 11+04.063 25366.136 13983.353 RP: 25352.545 14004.336 PT: 11+30.900 25377.470 14006.270 Circular Curve Data RP: Parameter Value Parameter Value Delta: 61° 30'21.0871" Type: RIGHT Radius: 25.000 25452.967 13687.126 Length: 26.837 Tangent: 14.875 Mid -Ord: 3.515 External: 4.091 Chord: 25.567 Course: N 63° 41' 05.0968" E Tangent Data Length: Description PT Station Northing Easting Start: 11+30.900 25377.470 14006.270 End: 12+96.908 25364.625 14171.780 Tangent Data Parameter Value Parameter Value Length: 166.008 Course: S 85° 33'44.3596" E Curve Point Data 13725.796 End: Description Station Northing Easting PC: 12+96.908 25364.625 14171.780 RP: 25464.326 14179.518 PT: 13+05.112 25364.327 14179.977 Circular Curve Data S 40° 38' 10.9570" E Curve Point Parameter Value Parameter Value Delta: 040 42'01.9705" Type: LEFT Radius: 100.000 PC: 19+76.376 Length: 8.204 Tangent: 4.104 13866.755 Mid -Ord: 0.084 External: 0.084 Chord: 8.202 Course: S 87° 54'45.3449" E Tangent Data 22+14.566 25235.152 Description PT Station Northing Easting Start: 13+05.112 25364.327 14179.977 End: 14+92.106 25365.185 14366.969 Tangent Data Radius: 275.000 Parameter Value Parameter Value Length: 186.994 Course: N 89° 44' 13.6699" E Curve Point Data External: 27.970 Chord: Description Station Northing Easting PC: 14+92.106 25365.185 14366.969 RP: 25064.688 14368.347 PT: 15+29.870 25362.988 14404.644 Circular Curve Data End: 24+70.695 Parameter Value Parameter Value Delta: 07° 12'01.5342" Type: RIGHT Radius: 300.500 Parameter Value Length: 37.764 Tangent: 18.907 Mid -Ord: 0.593 External: 0.594 Chord: 37.739 Course: S 86° 39'45.5631" E Tangent Data Northing Easting Description PT Station Northing Easting Start: 15+29.870 25362.988 14404.644 End: 16+28.229 25351.107 14502.282 Tangent Data 25104.507 14673.423 Parameter Value Parameter Value Length: 98.359 Course: S 83° 03'44.7960" E Alignment: BINION STREET 42° 50'28.9971" Type: RIGHT Description: 500.000 Tangent Data Length: 373.862 Description PT Station Northing Easting Start: 10+00.000 25278.794 13926.780 End: 10+22.552 25259.866 13914.520 Tangent Data Description PT Station Parameter Value Parameter Value Length: 22.552 Course: S 32° 55'54.5533" W Curve Point Data 28+47.798 25102.314 Description Station Northing Easting PC: 10+22.552 25259.866 13914.520 RP: 25042.953 14249.407 PT: 11+38.562 25154.758 13866.392 Circular Curve Data Data Parameter Value Parameter Value Delta: 16' 39'31.9782" Type: LEFT Radius: 399.000 25102.314 14675.809 Length: 116.010 Tangent: 58.417 Mid -Ord: 4.209 External: 4.254 Chord: 115.602 Course: S 24° 36'08.5642" W Tangent Data Parameter Description PT Station Northing Easting Start: 11+38.562 25154.758 13866.392 End: 12+04.261 25091.692 13847.983 Tangent Data 323.442 Tangent: 161.809 Parameter Value Parameter Value Length: 65.698 Course: S 16° 16'22.5751 " W Alignment: NEWPORT STREET & ALLEY C Description: Curve Point Data Description Station Northing Easting PC: 11+25.000 25386.579 13621.721 RP: 25267.545 13752.441 PT: 11+59.444 25412.361 13644.498 Circular Curve Data 24764.347 14462.179 Parameter Value Parameter Value Delta: 09° 52'03.353" Type: RIGHT Radius: 200.000 Course: S 51' 08' 10.1786" W Length: 34.444 Tangent: 17.265 Mid -Ord: 0.741 External: 0.744 Chord: 34.402 Course: N 41° 27'31 .0800" E Tangent Data RP: Description PT Station Northing Easting Start: 11+59.444 25412.361 13644.498 End: 12+18.317 25452.967 13687.126 Tangent Data Value Parameter Value Parameter Value Parameter Value Length: 58.872 Course: N 46° 23'32.7565" E Tangent Data Length: Description PT Station Northing Easting Start: 12+18.317 25452.967 13687.126 End: 14+19.002 25591.382 13832.439 Tangent Data Parameter Value Parameter Value Length: 200.685 Course: N 46° 23'32.7565" E Alignment: PARK RIDGE WAY Description: Tangent Data 10+00.000 25665.402 Description PT Station Northing Easting Start: 10+00.000 25015.336 14773.635 End: 14+00.000 24764.347 14462.179 Tangent Data Parameter Value Parameter Value Parameter Value Length: 400.000 Course: S 51' 08' 10.1786" W Alignment: PARK RIDGE DRIVE EXTENSION Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 25665.402 13017.239 End: 13+22.601 25669.631 13339.812 Tangent Data Parameter Value Parameter Value Length: 322.601 Course: N 89° 14'56.0580" E Curve Point Data Description Station Northing Easting PC: 13+22.601 25669.631 13339.812 RP: 25169.673 13346.367 PT: 17+59.934 25495.302 13725.796 Circular Curve Data Parameter Value Parameter Value Delta: 50° 06' 52.9850" Type: RIGHT Radius: 500.000 Length: 437.333 Tangent: 233.764 Mid -Ord: 47.058 External: 51.947 Chord: 423.525 Course: S 65° 41'37.4495" E Tangent Data Description PT Station Northing Easting Start: 17+59.934 25495.302 13725.796 End: 19+76.376 25331.053 13866.755 Tangent Data Parameter Value Parameter Value Length: 216.441 Course: S 40° 38' 10.9570" E Curve Point Data Description Station Northing Easting PC: 19+76.376 25331.053 13866.755 RP: 25510.149 14075.441 PT: 22+14.566 25235.152 14076.702 Circular Curve Data Parameter Value Parameter Value Delta: 49° 37'35.3731" Type: LEFT Radius: 275.000 Length: 238.190 Tangent: 127.145 Mid -Ord: 25.388 External: 27.970 Chord: 230.814 Course: S 65° 26'58.6436" E Tangent Data Description PT Station Northing Easting Start: 22+14.566 25235.152 14076.702 End: 24+70.695 25236.327 14332.829 Tangent Data Parameter Value Parameter Value Length: 256.129 Course: N 89° 44' 13.6699" E Curve Point Data Description Station Northing Easting PC: 24+70.695 25236.327 14332.829 RP: 24736.332 14335.123 PT: 28+44.557 25104.507 14673.423 Circular Curve Data Parameter Value Parameter Value Delta: 42° 50'28.9971" Type: RIGHT Radius: 500.000 Length: 373.862 Tangent: 196.156 Mid -Ord: 34.538 External: 37.101 Chord: 365.213 Course: S 68° 50'31.8316" E Tangent Data Description PT Station Northing Easting Start: 28+44.557 25104.507 14673.423 End: 28+47.798 25102.314 14675.809 Tangent Data Parameter Value Parameter Value Length: 3.241 Course: S 47° 25' 17.3330" E Curve Point Data Description Station Northing Easting PC: 28+47.798 25102.314 14675.809 RP: 28047.718 17382.209 PT: 31+71.240 24893.336 14922.559 Circular Curve Data Parameter Value Parameter Value Delta: 04° 37' 58.6604" Type: LEFT Radius: 4000.000 Length: 323.442 Tangent: 161.809 Mid -Ord: 3.269 External: 3.271 Chord: 323.354 Course: S 49° 44' 16.6632" E Tangent Data Description PT Station Northing Easting Start: 31+71.240 24893.336 14922.559 End: 34+74.706 24706.731 15161.872 Tangent Data Parameter Value Parameter Value Length: 303.466 Course: S 520 03' 15.9934" E Tangent Data Description PT Station Northing Easting Start: 34+74.706 24706.731 15161.872 End: 38+09.020 24501.157 15425.510 Tangent Data Parameter Value Parameter Value Length: 334.314 Course: S 52° 03' 15.9934" E Alignment: EASTERN CONNECTOR ROAD Description: Tangent Data Description PT Station Northing Easting Start: 32+29.816 24471.105 14810.383 End: 36+37.705 24745.427 15112.246 Tangent Data Parameter Value Parameter Value Length: 407.889 Course: N 47' 44' 11.8499" E Tangent Data Description PT Station Northing Easting Start: 36+37.705 24745.427 15112.246 End: 43+83.066 25246.711 15663.858 Tangent Data Parameter Value Parameter Value Length: 745.361 Course: N 47° 44' 11.8499" E MH 25 -EX MH FHPH3 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 �TK SCOTT R. �COLLINS�Z t) No, 35791 0 2 �4 z IONAL ' 1 T,LLJ w z z O u to w Z _O tli 5 Li] re uj Ll ff 0� mj VERTICAL SCALE 5 0 2.5 5 10 20 1 1 I I I mj ( IN FEET ) 1 inch = 5 ft. 1 0 HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. z Li z O 0 0 c 0 U C OJ L U) 3 ;7 i- U) Z }- }-- F- 0 W Q Q W W W N J V C.) O m �: 0 O O 0 O > l� � Q > �-' � O o m oz z Z z u) u:D) F: O O O uj i- 3 j Z O V u 2. 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ON'TP,ACTOR TO ENS URE-.---_- ---- `I 8' OF' COVER OVER THE NOTE' ALL ROADWAY EMBANKMENT- MAT54RIAL SF ALL CONSIST I SANITARY SEWER MAIN I j ( j i !, _ - - - _-------- F1... -- ___ .. _..__.._._ __._. PRED MINAI ELY OF SAIL AND BE P ACED �N SUCESS�VE-I- ORE TH INCHES INT CKNE5 I I UNIF RM LAYERS NOT M AN181 I S k � i 1 ' FOE�E COMPACTION OVER THE ENTIRE ROADBED AREA IN , 6 45 8,. 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COLLINS'Z', U Na. 35791 1, Structure / / Area $Acre 0 Cw t, (Min.) 2 0.27 0.70 5.0 z 0.34 0.70 5.0 4B 0.49 0.70 5.0 4D w 0.70 5.0 4F 0,27 0.70 5.0 6 0.25 cn 5.0 8 0.12 0.70 5.0 10 0.00 0.60 z 12 0.45 0.65 5.0 12B 0.83 0.65 5.0 J 0.43 0.70 5.0 14B 0.29 0.70 5.0 58D J 0.45 9.0 58F 0.70 0.45 9.0 58H 1,49 0 9.0 34 0.53 0.50 5.0 36 0.14 0.70 U 38 0.85 0.70 5.0 40 0.50 0.65 5.0 O 0.49 0.65 5.0 42 0.29 0.70 5.0 42B C O 0.65 5.0 r 42D 0.17 0.60 5.0 42F 0.10 0.70 5.0 42H 0.0.5 0.70 5.0 44 0.15 0.60 C 44B 0.07 0.70 5.0 44D 0.00 0.65 5.0 O 0.13 0.65 5.0 44H 0.25 0.65 5.0 46 U 0.70 5.0 46B 0.29 0.70 5.0 46D 0.36 f 5.0 48 0.33 0.70 5.0 50 0,19 0.75 5.0 52 0.44 0.60 5.0 54 0.47 0.60 5.0 56 0.92 0.50 7.7 58 0.17 0.60 5.0 58B to 0.50 6.5 60 0.22 0.65 5.0 62 0.30 0.65 5.0 64 0.09 0.70 5.0 64B 0.16 0.65 5.0 64D 0.10 0.70 5.0 66 1.19 0.50 7.4 OU W W W Z 57 ` U N U mC'6 Z z z V) r: W LLJ F- H 0 UJ > y M0 C. 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HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP LU uj PIPES AS SHOWN ON 7H)_ PROFILES (OTHER THAN THE � I CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM _j _j THE STORMWATER MANAGEMENT POND SHALL REMAIN RCCI I PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES 1 MUST BE PROVIDED. �o 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 0 0U PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE I UNIFORM LAYERS NOT MORE THAN 8 INCHES IN I THICKNESS BEFORE COMPACTION OVER THE ENTIRE I ROADBED AREA IN ACCORDANCE WITH VDOT 2001 ROAD AND BRIDGE SPECIFICATION 303.04. 5. ALL FILL MUST MEET 95Z COMPACTION. 4, MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WNL AND 1.5' OF SEPARATION BETWEEN 1411L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS --I INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL -7 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER T14AN 12 DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STORM STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. - - STR:12 131-3C; L=6' TP=667-00 INV IN: 66o.3o TO 14 INV IN. 659.8oTO12B INV OUT: 659.70 TO lo I i I i, _­­ • sm , :, , '�* LU uj L�l 0 I 0 _j _j Ln W Lu �o 0 0U %.D �.o �10 Lu - /j STR:12B DI -3C, L=12' TP -667.00 I� ; - -[INV OUT: 66o.00 TO 3.2 ; ; : I 5 I � 1-1- ---k I � I : 1.04' i I Li O', WA -F I � - - - f I 0. I 1011-ro T______ ____r____ 15" CL III RCP 36-14 LF @ o.So% 10+00 3.0+50 10+75 _ STR 1'2B - STR3.2 Im Ft= i I I i i i 675 � t ---I--- __ -- - -,- t , � � ,----- I I I t -i I i i ! i t i i 1 ii I t ; I i ­­­ ---111- 1-1. I. -t ------- __ ----- - � - - � � 1 42G : - I ! I �L ,1 : i 1 670 ! : i i ! 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Ln . m . rn . a) . m LI? 0) Ln L;, r-, ,6 CC) r.:, m d, rn ,-� Ln , Lu Lu It A F, rn 6 'P m Q0 r� co 00 00 ;�o %�o k.0 t,o ko ;.o r11 co r*� N ,4 ou �.o "D ko "o I'D "o "o 14 "o �.o r� r11 W U- 110 ,�D to ko w W -10 I 12+50 13+00 13+50 24+00 14+50 15+00 15+50 16+oo 26+50 17+00 17+50 18+oo 28+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+25 H � I 1 i 11 STR 56 - OUT I I m It U - .t 0 0 0 4- 0) -0- 00 0 00 1.0 L9 680 680 :D z -i. 0 0 EXISTING > > F -n CL U - z z 0 GRADE > 0 _ ---- F- 0- F- z I En Ln 1 0 1 0 0 0 1 Ln 0 675 75 - Ln 1�) w C4 0q0 ko rq I.0 6 Ln 5 Cq IZO jL Z 0 410 F- > > 2 0 11 > z z CK ul > > z z z Ln 670 Z_ 670 i___1 z - �__7 - ---t DE---- -11 7 E ------ ISO GRA 4 7" CL III RCP IS 0/ 282.8o LF @ 0.52 0 :4 I i. 6' 665 665 C,\.. ... ... .. �/ - - IM @) I 771 A STR 4F 'STIR I CL lit RCP 4 660 660 ff ... ....... IV: nA .1.0,010 -----_------- 10+00 I0+50 11+00 STR:44.13 DI -313- L=6' TP=670.68 INV IN: 663.3o TO 44D INV OUT: 663.2o TO 44 STIR:44 DI -3B; L=6' TP=670.66 INV IN: 663. oo TO 44B INV IN: 663.00 TO 46 INV OUT: 66L 2.90 TO 42 665 I '12+00 11+50 STR:44D MH TFI=671.61 -r- INV IN: 663.80 TO 44 INV OUT: 663.70 TO 44B P _1 184' 6 1 WAT CIL Ill RCPJ I 31-97 LF @ o.56% 15 CIL Ill R01 658 58.03 LF @ o.64% 1?_+50 13+00 IW4 3EK09 --------- ----- ------ - --- 15" S FM - SM 25" CL Ill RCP 76.64 LF @ o.So% I 13+S0 14+00 STR:44F DI -3C; L=6' TP=671.SS INV IN: 664.3o TO 44H INV OUT: 664.20 TO 44D 575 STR:44H DI -3C; L=6' INV OUT: 664.5o TO 44F i i i 1 670 1.01'1 WA� CT&A IS" CIL Ill RCP 3o.00 LF @ o.r;g% I 660 w> LLj Ca -It 110 ri In 00 ;10 Lu W T Ln 0 r-1 r4 68S r4 r, ri 0 P" rn rl INV OUT: 673 .7o TO 62 m F-ul) P 1 "-------}--------1-------- 7D 1 1 =667-87 ---------- r., THICKNESS BEFORE COMPACTION OVER THE ENTIRE INV OUT: 663.6o TO 58F W Ll - ELEV AND BRIDGE SPECIFICATION 303.04. t 1.14' 66s WAT J. ALL FILL MUST MEET 95% COMPACTION. 66 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 10+00 10-4- 0 11+00 11+ 0 12+00 m 1.24' t --WA-T-1 STM 675 675 15It CIL III RCP 36.61 LF 00.74% 670 IS" CL lit RCP 670 47.93 LF @ o.;96% 668 668 > > Lu w co _j Lu _j 6 lJ t7 00 t.0 Lu if 10+00 10+50 11+00 11+25 STR 64D-STR 64 1 658 12+50 12+75 14+50 15+00 15+50 16+0o 1b+25 168o 1 RX.1+6 DI -313; L=8' TP=673.95 INV IN: 666.6o TO 48 INV IN. 668.90 TO 46B INV OUT: 666.5o TO 44 > > w w Lu w 0 ui U- 670 STR:4o DI -3B; L=12' STR:4oB DI -313; L=12' TP=667. 23 TP=667-48 ------- INV IN: 66o.4o TO 42 INV OUT: 66o.6o TO 40 INV IN: 66o.4o TO 013 INV OUT: 66o.3o TO 38 - ----- 665 665 STR: 46B DI -313; L=Id. TP=678 -35 INV IN: 671.3o TO 46D \IV OUT: 671.2oTO 46 FA 16 WAT STM 660 66o --- --- -- -- IS" CL III RCP 658 i 33.72 LF @ 0.53% 658 > > LU w _j00 _j 0 LU LU uj u- 10+00 10+50 10+75 STR 4oB STR 40 V07' 1 4`1 SAN SAN STM STM 3.5" CIL Ill RCP 146-49 LF @ 1.53% 46C In 0 00 01 F, fn 6 r1l 1,0 I'D 10+00 3.0+50 11+00 11+50 STR 46D-STR 46 STR:46D DI -313; L=io' TP=678 .41 INV OUT: 671.5o TO 46B 07' 1 675 WAT STM I 670 CL Ill RCP 36-03 LF @ o.So% 665 662 12+00 12+25 STR:5813 DI -313- L=6' Ca STR: 8F DI -7 t0 "Do 0 EXISTING GRADE C) -7L 0 -----+----------t--- ----$---------t--------- --INVIN:66i.65TO58D STR:S8 DI -313; L=6" i -INV OUT: 661-55 TO 58 _O co 0 g STR:64 DI -313; L=6' T Ln TP=680.96 r4 68S INV IN: 673.80 TO 66 if.L: t rl Z) 00 00 0 INV IN 673.8o TO 64B try 11 cl� > > :> a -z INV OUT: 673 .7o TO 62 m F-ul) P 1 "-------}--------1-------- 7D 1 1 =667-87 ---------- 668o 8o 1.24' t --WA-T-1 STM 675 675 15It CIL III RCP 36.61 LF 00.74% 670 IS" CL lit RCP 670 47.93 LF @ o.;96% 668 668 > > Lu w co _j Lu _j 6 lJ t7 00 t.0 Lu if 10+00 10+50 11+00 11+25 STR 64D-STR 64 1 658 12+50 12+75 14+50 15+00 15+50 16+0o 1b+25 168o 1 RX.1+6 DI -313; L=8' TP=673.95 INV IN: 666.6o TO 48 INV IN. 668.90 TO 46B INV OUT: 666.5o TO 44 > > w w Lu w 0 ui U- 670 STR:4o DI -3B; L=12' STR:4oB DI -313; L=12' TP=667. 23 TP=667-48 ------- INV IN: 66o.4o TO 42 INV OUT: 66o.6o TO 40 INV IN: 66o.4o TO 013 INV OUT: 66o.3o TO 38 - ----- 665 665 STR: 46B DI -313; L=Id. TP=678 -35 INV IN: 671.3o TO 46D \IV OUT: 671.2oTO 46 FA 16 WAT STM 660 66o --- --- -- -- IS" CL III RCP 658 i 33.72 LF @ 0.53% 658 > > LU w _j00 _j 0 LU LU uj u- 10+00 10+50 10+75 STR 4oB STR 40 V07' 1 4`1 SAN SAN STM STM 3.5" CIL Ill RCP 146-49 LF @ 1.53% 46C In 0 00 01 F, fn 6 r1l 1,0 I'D 10+00 3.0+50 11+00 11+50 STR 46D-STR 46 STR:46D DI -313; L=io' TP=678 .41 INV OUT: 671.5o TO 46B 07' 1 675 WAT STM I 670 CL Ill RCP 36-03 LF @ o.So% 665 662 12+00 12+25 STR:5813 DI -313- L=6' 645 STR: 8F DI -7 TP=668.8i 67S 1 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP TP=668.:L6 -----+----------t--- ----$---------t--------- --INVIN:66i.65TO58D STR:S8 DI -313; L=6" i -INV OUT: 661-55 TO 58 -- --------- STR:58D Di -7 ------ - FINV IN: 663-45 TO 58H I TP=668.65 i TP=668.62 i INV OUT: 663. TO 8D 31 1 INVIN:66i.2oTO58 B ...... . --[71 NV IN: 662.55 TO S8F MUST BE PROVIDED. INV IN: 661.20 TO 601 INV 2 .4 TO r,813 1 STR:58H DI -7 INV OUT: 661.10 TO b i ----------- - - - ----- "-------}--------1-------- 7D 1 1 =667-87 ---------- cy? THICKNESS BEFORE COMPACTION OVER THE ENTIRE INV OUT: 663.6o TO 58F ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD ELEV AND BRIDGE SPECIFICATION 303.04. t 1.14' 66s WAT J. ALL FILL MUST MEET 95% COMPACTION. 66 ........ .. ........ - ------------------ ----------- - -------- STM ----- - --- - 7- 7777 58G 58E 58C 8A CL Ill RCP 23.41 LF @ 0.55% 18" CIL Ill RCP 18" CL Ill RCP 66o I 660 ----------' TJ---------- T -- _----- 18" CL Ill RCP 76.21 LF @ i.00% 1143-78 LF @ 0.54% 3 658 6.58 LF @ o.86% 6S8 > > w w 0 coa) D -I:r In . li LuLu 00 r-1 6 9.0 10 1-0 0 0 kD 110 t.0 110 %.0 tD W ILL 10+00 10+50 11+00 11+50 12+00 12+5013+00 13+25 STR 58H STR 58 M LA 18" CL Ill RCP 43.68 LF @ 2.73% 0 N . N 0 1,0 1,0 I'D 10+00 3.0+50 Lll a)H m �0 1 rl 00 00 m 00 00 0 0 Ln 4 1.0 tD I'D 1-0 1., 11+0011+50 12+00 12+50 13+00 13+50 14+00 STR 66-STR 20 VERTICAL SCALE 5 0 2.5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft, 645 NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM E -BR THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. GRADE 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST STA PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE > (D UNIFORM LAYERS NOT MORE THAN 8 INCHES IN cy? THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD ELEV AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 637.4401 5. MINIMUM 5.5' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. CY) qqt 1 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. w 8, VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 72' DEEP. 2 Q) 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STORM STRUCTURES 4' DEEP OR GREATER. _j 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 640 STR 66-STR 20 VERTICAL SCALE 5 0 2.5 5 10 IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 _v=/. 6 - NAG 5050 NO SCALE 655 652 14+50 14+75 20 200 TH SCOTT R. COLLINS� No. 35791 12l 11ti IONAL 645 > w E -BR 645 GRADE BREK STA 10+37.00 > (D cy? O ELEV = 641.000---...___ ELEV= 637.4401 Q) 0 CY) qqt 1 w 2 Q) _j CN CL w 640 1 0 C > < o U) Z 0 0 1 640 ul C3 > ui w 0 L9 LjL_ (D 0 0 3: z_j ry 2! 80 < v I Lu 0 (D w 0 -0 0 Lli rkt,000 U -PR(OPOSED DITCH ul 635 0 LLJ 635 z LO 0 0 632 0 u_ iryLL 0- 0 6 32 > > w w I It Cq 0f-- Lu co CD lc:) Ca _j Lu Lu X 00nU m w 00 ce) co (0 6 oM 6 m 0) 00 ce) 6 0 W ILL I Li.i L7J(D � I CCLQ .0 1 (0 LO 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 _v=/. 6 - NAG 5050 NO SCALE 655 652 14+50 14+75 20 200 TH SCOTT R. COLLINS� No. 35791 12l 11ti IONAL L9 > w z > (D cy? O Q) 0 CY) qqt 1 w 2 Q) _j CN CL w < 0 0 C > < o U) Z 0 0 ul C3 > ui w 0 L9 LjL_ (D 0 0 3: z_j ry 2! 80 < v I Lu 0 (D w 0 -0 0 Lli rkt,000 U < E ul 0 LLJ zz z LO 0 0 0 u_ iryLL 0- 0 I(D 0 Lu 9 ah lc:) Ca 57 X x 0 LLI Li.i L7J(D z E U Lu In LLj U 0 0 U 0 Q 0 00 0 112066 U u u cn 0 >u0 Q� U m co z z z% LLJ 0_jzuuu2,01D U) 0 0 0 z 0 ce ce ce r) 0 U Lu U3 Lu > Ln z CL 0 la- 0 uj uj U) > > w w a- , uicew Lu w wLu n .2 Lu > > > U) A Ln Lu a, Lu cr- Lu al- Lu > > 0� W Lu nL' C Ce C -C O O (r, C Ln Ln Ln "o to ui F- < c LO Ln (D Ca 6) C14 CC L9 > w z > (D cy? O Q) 0 CY) qqt 1 w 2 Q) CN CL w < 111111111114L Lj 0 C > < o U) Z _j 0 ul C3 > ui w 0 L9 LjL_ (D 0 0 3: z_j ry 2! 80 < v I Lu 0 (D w 0 -0 0 Lli rkt,000 U < E ul 0 LLJ zz z U) 0 0 0 u_ iryLL 0- 0 I(D U lc:) Ca X V) E Lu In LLj :3 0 0 Lu Q) JOB NO. 112066 U) STR:114 DI -3C; L=8' TP=64,5.83 INV IN: 641.20 TO 114E INV IN: 640.5o TO C2 INV IN: 640.5o TO 1116 PR( INV OUT: 640.4o TO 3.04, - 650 i i. 0 STR:C2 DI -313; L_=I-6' TP=65o.96 rINV IN: 646.00TOC4 JTURE) INV IN: 643.io TO C213 INV OUT: 642.5o TO 214 655 ---------- --- --- --- --------- `STR:C2B DI -313; L=i6' GRADE TP=65o.ii .. ........ ... ...... ---------- ---- INV OUT: 643.5o TO C2 650 zM8 -- _....____.._._J--------------- ----- -- -S -.- 12 WAT 645 STR:114B DI -3C; L=8' TP -64S* 83 INV OUT: 641.50'70114 15" CL III RCPJ 36.00 LF @ 0-75%,----- 3.0+00 10+50 10+75 STR 134B - STR 3.14 0 rq ry) If 01- 00 it -7L Ln ca N 00 00 N ri p L,, , SCOTT R. COLLINS r - i -A 0 1 0 i 665 No. 35791 .11- 665 0 Z 0 0 ri 0 N 0 > 1 "0 N > x if > Z Z F- 0- 00 ri 0 4 0 ri Ln ri Cqi 0 80 r, z N Z 0 L- 1.D 0 11 0 0 0 Ln _J 0 IONAL V� 0 �- 't - - - -- - ---- T- 0 -- ---- 00 Ln "D ON 0 Ln .1 t Ln 0 d) :D Li H Ln z U 1 0 0 0 Lr) rn U? 0 7� 0 -0 If a- > co I'D 66o 66o M 0 0 -4. 23 40 1-- 5 z z -00 Ln o -rt �t -----,.0 �10 kD Lr) Z V) 14 z 0 V) Ln t.0 6 0 0if 0 CL > > > > 0 a - Z "o 0 CL C) ul z > > > In F- z z z 0 655 !PROPCqStU UKAUL L 3655 F 0 EXISTING INU 13 ------- ------ CL III RCP 1129 35.66 LF @:i.o:L% i V) 1- z cn 127 65o 650 125 0 w 2, 2! !�r CL III Kz CP o LU LU LU 1 -1T1-03LF@0 -.870/0 U C) 0 12 f z 0 U 3. ------ ------- . .... -------- --- - -- ----------- 8" CL III RCP 4- - - - 0 0 0 0 0 -J U U U U) 1.14' 35.64 LF @ 0.88% 0 5" STM z z 64S 0 aS 645 U co SAN --ST-R --S-T--R-----3.- 'ra (n r 0 0 0 17- 3.8" CL III RCP 0 0 -J z U U U 0 0) z 18" CL III RCP 55.29 LF 1-01%1 2. < rx, (3� -410/0 0 UJ UJ U3 UJ > 56.o6 LF @ 5 642 1=4 2 U z ce- w > > > U-1 LU LU UJ U.) LLJ Lr) (3) 0 LU 0- V) V) (1) U) 0 (3) 00 N - - - LIJ > > > 5 00 06 rn UJ UJ Ili LU 11-1 UJ IAJ LLJ V) Lir) Ln Lr) Ln t4l Q0 ko Ln �D > C7 l7 tD ko LU LU U- ce > ce LU 0 fy 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 STR:114 DI -3C; L=8' STR=6 DI -3C; L=8' TP=645-83 TP=646-45 .2 INV IN - 641.7070118 INV IN: 642.2o TO 114E STR::L04 DI INV 0 -313- L=16' INV IN: 640-5o TO C2 OUT: 641.60 TO :L:Lq INV IN: 640.5o TO -116 0 TP=646,i7 65o C) INV IN: 639.7o TO 1o6 - J -INV OUT: 640.40 TO 104 STR:118 DI -3C; L=lo' 0 INV IN: 640.00 TO 114 TP=646 -4S Ln Ln Ln tD �0 INV OUT: 638.io TO 102 LU INV OUT: 641.95 TO i:L6 C:) E PROPOSED GRADE Ln Ln 8 645 645 EXISTING GRADE -7 17 L9 1.01 T Mil 640 STMi 640 - ------ - ---- t 18" CL III RCP - ------ 211-46 LF @ 0-510/0 0 c1r) 3.5" CL III RCP; 1 36.0g LF @ o.62%. co MENEM VERTICAL SCALE 6 i24" CL. III RCP 635 0 35 '0 A 11 P rm o ov. . . ......... 4 37 79 ....... ...... CY) LL 0 a -Top ----------- IN FEET I inch = 5 ft. C:) 630 1 630 CV) 13 -T-R- -8 -ST-R10 CL HORIZONTAL SCALE 628 6281 50 0 25 50 100 200 r) > 7:3 > > LU LU ry) Ln -J -J 0 r -I < LLJ UJ 6 6 6 't 't It 't C ko 0 IN FEET UJ U- Z 0 I inch = 50 ft.re 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 > LU U) IM Lii H0 F 670 670 ry + 0 665 0 00 665 w L0 w + Cr- Lo Ui CO co U E > w NO CALF C rylo C 660 (D w 660 U) C) CD ry Co Li UJ w LLJ 0 - -- - - - �/� LIJ w�GRAcn DE �REAK 3TA 110+00.76 E 655 j LEV = 667.000 655 U) 0 PROPOSED Di r(CH 0 C) J 0 0 U C�- 0 A T"CH 650 P 7r) 650 m 648 648 C) Q) > > CD co CD CD 00 M 0 ce) co co 00 LO M M 00 w w 0 (D CD C co LO 1�t C) co N -J -J CD03 00 to Ln LO C� 'I- Q) w w (D (0 to (0 Lr) Lr)tom- LO Ul) U-) cD LO U') LO LO U') Lr) L0 LO Lr) U') Lr) L0 0 (0 (0 (0 0 (0 to (0 (.0 r-0 (0 0 CD (0 �0 (0 W LL t I 10+00 10+50 11+00 11+50 NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE 14+00 CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM 15+00 THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP 15+50 15+75 PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST Foothflls It PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE 11206 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD JSN AND BRIDGE SPECIFICATION 30304. J. ALL FILL MUST MEET 957. COMPACTION. 4, MINIMUM 3' OF COVER MUST BE MAINTAINED OVER Road Name- SANT TAR Y SEWER. 5, MINIMUM 35' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM NAG SC150 SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 7, VDOT STD. IS -7 INLET SHAPING REQUIRED ON ALL STORM LU S TRUC TURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED ON ALL STORM N/A STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -7 STEPS REQUIRED ON ALL STORM STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED LO DURING THE CONSTRUCTION PROCESS. F 670 670 ry + 0 665 0 00 665 w L0 w + Cr- Lo Ui CO co U E > w NO CALF C rylo C 660 (D w 660 U) C) CD ry Co Li UJ w LLJ 0 - -- - - - �/� LIJ w�GRAcn DE �REAK 3TA 110+00.76 E 655 j LEV = 667.000 655 U) 0 PROPOSED Di r(CH 0 C) J 0 0 U C�- 0 A T"CH 650 P 7r) 650 m 648 648 C) Q) > > CD co CD CD 00 M 0 ce) co co 00 LO M M 00 w w 0 (D CD C co LO 1�t C) co N -J -J CD03 00 to Ln LO C� 'I- Q) w w (D (0 to (0 Lr) Lr)tom- LO Ul) U-) cD LO U') LO LO U') Lr) L0 LO Lr) U') Lr) L0 0 (0 (0 (0 0 (0 to (0 (.0 r-0 (0 0 CD (0 �0 (0 W LL t I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75 Project Name: Foothflls It Job Number: 11206 Designed By: JSN U6 LU 0 Road Name- Permanent Ditches max S=5.v0 NAG SC150 Max V--*fpsLU LU Side: N/A Max V=20 fps NAG SC250 Nl&x V--Ufps LO GREEN ARMOR Nl&x V=Q-Ofps JOB NO. 112066 Sia Sta T Area CA Slope Eat th (n=0.02) n--0.05 Min.Design Fro TO (min} VaClue (ac.) LccuJ (in/br) (ef S) ft) I Vel. I Depth 17 Vet: Depth (in/ (De pthlmpe) SCALE V, Ditch I 10+00 11 7,1 0.60 0.32, 0-10 4.7 0.9 60800 2.7fos 0,41 It 6.3 1.2 OA5 ft=12' NAGSC150 SHEET NO. I 1_F00 12+50 5.0 0.40 0,.27 0.30 5.2 L6 O.0235 2.Ofps 0.6411 6.8 10 0,69 it 121.'1*IAGSCI.50 19 T) 12+50 15+18r47 5.O 0,40 0.74 1 06n5;2. 11 11,0150,0i5o 2.f1 fps q .89 ft 6 4.1 0.99 ft Design Storm Year= 10 1fl f 58G Project: 9.25 Foothills Daily STIR. 14.3 20 Job #: #####�- 13.5 Preparedly: PONT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF.NCl I CA ACCUb1 INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS_-- LFNGTH SLOPE DfA CAPA- VEL. EL05V REMARKS I INLET WATER SURFACEELEV. RIM ELEV ACRES C 5 30 6.2 16.9 MN _ C_ES. UPPER LOWER FEET FTJFT. INCHEi C.F.S. F.P.S. SEC 0.50% 634.40 664.20 RCM 55 - _MN 20 53 670.85 84.74 15 0.69 0.000 0.01 3.2 0.0 14B CG -6 0.29 0.70 0.20 0.2_0 5.00 6.67 _1.4 - 1.94% 664.10 660.30 _ 42F 20 41 24 5.2 14.4 _ 14 12 24 4.3 1 0.2 2.3 0.5324 0.1 664.40 664.20 36.12 0.0050_ 15 4.6 3.2 11.2 14 _ 0.43 0.70 0.3 0.50 5.19 6.61 3.3 0.0 36 8.1 10 22 27 36 6.8 1 20 4C t2_ CG -6 0.00 - 667.24 42H 9 24 664.10 660.30 191.38 -0.01941 659.10 15 9.0 6.8 28.3 12 _ 0.45 0.65 0.2 1.34 5.66- 6.46 8.6 671.71 677.75 CG -6 0.00 6 667.22 VDOT STD. IS -1 REQ'D 7 24 _ 10 0.55% 659.00 658.80 RCP3 46A 15 5.2 13.65 659.70 659.45 38.47 1 0A059 24_ 17.4 5.5 7.0 10 _ 0.00 0.60 0.0 1.34 5.77 6.42 _ 8.6 30 81.20 0.53% 658.70_ _ RCP3 i 20 59 _ 8 12.85 20 4 669.00 282.80 15 659.35 659.10 38.03 0.0059_ 24 17.4 5.5 6.9 8 30 0.12 0.70 0.0' 1,42 5.89 6.38 _ 9.1 4F 3.00 6.40 1.49 2 6.50 4.36 4.0 ORIFICE FLOW 6 DI -7 DI -7 CG -6 0.00 0 0 -_ 659.00 658.80 32.05 0.005_` 24_ 16.8 5.4 j 5.9 6 2.05 0.25 0.65 0.1� 4.18_ 9.97 5.38 _ _22.4 0.45 4.00 0.90 DI -3C CG -6 0.00 12 667.00 VDOTSTD. IS -1 REVD _ 4 15 36.14 0.50% 630.00 659.80 RCP3 Dl -7 &58.70 658.25 81.20 0.005: 30 29.9 6.7 12.2 4 DI -7 0.34 0.70 0.24 5.06 10.17 5.34 27,0 146.49 15 3,01 1002 0.32 0.0 11 RCP3 137 _ 2 WEIR FLOW 4B DI -7 3.00 64 0.49 _ 658.15 657.45 136.13 0.0050_ 30 29.0 6.7 20.3 2 VDOTSTD. IS -1 REQ'D 0.27 0.70 0.19 5.25 10.51 5.27 2_7_7 78 0.018 05 i 1A 0.03 Q34 670.24 678.35 DI -7 OUT 36.03 15 1.68 0.001 0.02 0.0 657.35 654.00 113.64 0.029_0_ 30 69.8 13.3 1 8.5 RCP3 _ 4 DI -7 3.00 460 0.34 60 4.00 0.95 1.6 WEIR. FLOW 4 DI -7 DI -3B CG -6 12B 8 0.83 0.65 0.54 0.54 5.00_ 6.67_ 0.03 672.33 678.41 0.70 _ 0.76 1.4 WEIR FLOW 2 58 _ 12 6.40 0.27 0.70 6.50 1.23 DI -30 _3.6 660.00 659.80 36.14 0.0050_ 15 4.6 4.1 8.8 631.10 659.80 RCP3 Dl -7 3.00 6.40I0=20.70 6.50 58H 1.9 WEIR FLOW DI -7 CG -6 0.00 - 667.87 VDOTSTD. IS -1 READ 664.28 31.97 15 1.90 0.001 0.03 1.5 - E2.1761 66 58F 1.19 0.50 0.6 0.6_0 7.36 5.97 3.6 44B 0.00 - 668.16 VDOTSTD. IS -1 REVD 58E 18 143.78 0.54% - 1.3 RCP3 001 0.01 87 0.018 6.04 678.00 673.80 81.72 0.049_0 15 14.3 9.5 8.6_ _ 64 1.63 0.09 0.70 0.0 0.83 7.50 594 76.21 1.00% 662.45 661.65 RCP3 - 62 44D c --_-_ -673.70 668.00 142.72 0.0388_ 15 12.7 9.7 14.7 62 .03 0.30 0.65 0.2: 1.0 _ 7.75 5.87 6.0 1 15 1.63 _ 0.05 _ 0.0 U-1 DI -3B CG 6 0.00 6 6181.75 VDOTSTD, IS -1 REQ'D 64C 15 666.00 665.60 36.97 0.0098 15 6.4 - 5.9 6.2 60 0.22 0.65 0.14, 1.17 7.85 5.85 0.00 77 0.007 .02 NA 0.01 0.06 664.86 671.55 15 _ 58 30.00 15 j .000 0.01 0.9 0.0 665.50 661.20 91.79 - 0.0449 15 13.7 11.1 8.3 58 0.17 0.60 0.1 12.59 44H 9.90 5.39 _ 1_4.() 15 168.31 3.25% 6T90 662.30 RCP3 _ 6 0 0 .00 NA 0.00 0.01 665.31 _ 661.10 659.80 43.68 0.0277 I8 17.4 10.9 4.0 4A 15 1 1.04% 6 2.20 661.10 RCP3 56 DI -7 CG -6 0.00 - 682.35 VDOTSTD. IS -1 REQ'D 55 15 166.50 1.99% 6 8.00 674.60 RCP3 58H 1.49 0.45 0.6' 0.67 9.00 5.58 -3,7 0.16 2.1 0.0 ___ CG6 _ - 6179.78 VDOTSTD, IS -1 RECD 53 15 99.00 _ 6 4.50 672.00 RCP3 42B 663.60 663.45 23.41 0.0055_ 15 4.8 4.3 5.4 58F 1.1 0.70 0.45 0.32 0.9_9 9.09 5.56 5.5 0.01 0.17 666.17 671.85 3.69% 668.30 _ 15 1.34 g8D 1.1 - 50 - _ 663.35 662.55 143.78 0.005', i8 7.7 4.7 30.4 58D 42D 0.50 0.45 0.2'. _ 1.21 9.60 5.45 6.6 0.7 1 3.2 2.243 0.21 0.06 0 0 .06 58B 0.03 0.09 668.39 674.86 CG -6 i --__ 662.45 661.65 76.21 0.010_(_!_ 18 10.5 6.3 12.2 58B - 0.22 0.50 0.11 1.32 9.80 5.41 7.1 DI -313 CG -6 0.00 8 - 58 VDOTSTD- IS -1 RECD 45 18 78.08 i 6.50 - 661.55 661.20 36.58 0.0086 18 9.7 6.0 6.1 662.52 33.72 15 2.I2 0.001 0.04 1.7 0.0 0.00 6 670.66 VDOTSTD. IS -1 REQ'D 43 24 59.98 1.09% 6 2.90 662.20 RCP3 4pB 42 I Di -313 CG -6 64D 0 0.10 0.70 0.0 6.07 5.00_ 6.67 0.5 660.40 RCP3 i 40 _ 6_4B I DI -38 CG -6 674.70 674.40 38.61 0.007-_'4 15 5.6 2.7 14.3 64B 659.40 0.16 0.65 0.1 0.17 5.24 6.59 _ 38 D1 -3C CG -6 64 12 656.00 74.35 30 25.13 .004 _1.1 674.30 673.80 47.93 0.0096 15 6.3 3.9 12.4 _ 36 34 -- CG -6 0.00 - 6(65.80 VDOTSTD. IS -1 RE9D 35 30 23.8 4.9 - 0.4 0.13 1 0 .23 NA 0.11 0.39 656.39 664.95 660.50 62.49 30 23.82 4D 021 0.17 0.70 -0.1 -031- 6.47- 6.21 74.35 5.76% 658,40 654.00 RCP3 36 _ 4B 42D 667.90 66230 168.31 0.032 `_ 15 11.6 6.9 24.2 4B 0.15 0.49 0.70 0.34 0.65 6.88 6.10 _ 4.0 23.39 .003 0.16 _ 0.1 4 CG -6 0.00 - 6171.85 VDOTSTD, IS -1 REQ'D 42A 15 662.20 661.10 102.26 0.0104 15 6.6 5.6 18.3 20.3 6.5 130.99 0.6 0.23 37 0.181 ,50 NA 0.25 0.41 661.41 666.01 VDOTSTD. IS -1 REVD 661.41 108.07 24 20.29 .008 0.87 6.5 0.2 44F -- E54 0.92 0.50 0.4 0.46 7.68 5.89 2.7 - 76.64 0.50% ----_- 5.3 89.89 0.4 __ 44 _ 54 .49 NA 0.24 1.11 662.52 66723 - 678.00 674.60 166.50 0.0199 --- 15 9.1 6.4 25.8 44C 15 0.47 0.60 0.2 0.74 8.11 5.79 4.3 - 42 - 52 DI -36 CG -6 13.4 43 57.516 0.3 674.50 672.00 99.00 0.024 15 10.1 7.8 12.6 52 0.44 0.60 0.2 1.01 8.32 5.74- _-_- 0.1 - CG -6 0.00 10 678.41 VDOTSTD. IS -1 REQ'D _ 50 15 36,03 I 1 6 1.50 671.30 RCP3 671.70 668.60 79.95 0.0369 15 12.4 9.8 8.1 50 _ 0.19 0.75 0.14 1.15 8.45 5.71 6.6 664.28 670.66 15 664.28 78.08 18 11.31 0.012 0.91 _ 48 0.2 4F 668.5_0 667.50 42.22 __ 0.0216_ 15 9.5 8.3 5.1 48 VDOT STD. IS -1 REQ'D 0.33 0.70 0.2 1.38 8.54 5.69 _ _ 6.4 50.137 0.6 0.22 31 _ .56 NA 0.28 - 46667.40 665.46 673.95 667.60 37.18 15 _7.8 .015 666.60 37.18 0.019=1 15 9.0 8.3 4.5 46 0.23 0.70 0.1 2.00 8.61 5.67 1_13 DI -3B CG -6 0.00 6 -_ 44 5.3 34.99 0.4 - 37 0.124 666.50 663.00 78.08 0.0426 18 21.7 12.4 6.3 44 6.55 0.15 0.600.0 5.3 2.38 8.72 5.64 - 42 50 - 1 ---- 662.90 662.20 59.98 0.0109_ 24 23.6 7.8 7.7 42 0.39 0.29 0.70gO.2299 0.63 669.13 8.85 5.61 16. 79.95 15 5.77 0.008 0.64 4.7 0.1 660.40 92.37 0.0176 24 30.0 98940 _0 0.50 0.653.6_4 4.3 3.5 9.01_ 5.58 20:3 90 0.133 .29 NA 0.14 _ 670.38 677.74 - 38 15 4.29 0:004 0.44 3.5 0.0 660.30 659.40 108.07 0,0081 24 20.4 7.4 14.6 38 0.85 0.70 0.60 4.23 9.25 5.53 _ 23.4 2.7 2.2 _ 0.1 _ 36 8 0 0.07 NA 0.04 0.47 -_-_ 659.30 659.00 50.46 OA055 30 30.4 6.8 - 7.4 36 _ 0.14 0.70 0.1 4.33 9.37 5.50 `233.8 56 _ 34 - 658.90 658.50 62.49 0.0060 30 31.8 7.1 8.8 34 1 67590 0.53 0.50 0.21 4.59 _ 9.52 5.47 25: i- _ 01JT -- 658.40 654.00 74.35 0.0576 30 98.4 16.6 4.5 662.10 102.26r15 3.97 U04 039 3.2 0.0 40B 4B 0.49 0.65 -03$- 0.32 5.00 6.67 2.1 19 L6 -- -_ - -- 20 _ .06 _ 40 0.03 0.42 , 662.52 668.86 663.30 - 660,60 660.40 33.72 0.005 15 4.7 3.7 9.0 4D 1.3 3.2 4.0311 0.2 0.06 0 0 .07 NA 0.03 0.18 663.48 676.52 42D 0.17 1 0.60 0.1 0.21 5.67 6.45 _ 42B �I F66675 667.30 135.19 0.0176 15 8.6 5.0 27.0 42B 0.31 0.65 0.2 0.41 6.12 6.32 _ 2.6 674.80 47.93 15 1.15 .000 0.02 0.9 0.0 42 20 665.00 100.35 0.0211 15 9.4 6.4 15.6 0.5 0.4 0.1774 0.0 0.00 57 0.001 .01 NA 0.00 - 674.82 681.62 675.40 38.61 15 0.47 .000 0.00 0.4 0.0 44H 0.25 0.65 0.16 0.16 5.00 6.67 _ 44F 0.04 1 0 .00PNA 0.00 664.50 664.30 30.00 0_0059 15 5.0 3.2 9.4 44F 0.13 0.65 0.0 0.25--5,16-- 6.62 .6_440 _ 44D I I --1,6---- 664.20 1 663.80 76.64 0.0050 15 4.6 3.4 22.5 44D 0.00 0.65 0.0 0.2_5 5.53 6.50 _ 1.6 7.15 1~ 0.17 4.0 0.1 _ 44B 663.70 663.30 58.03 0.006_4 15 5.2 3.7 15.7 44B _ 0.07 0.70 0.07 0.30 5.79 6.41 _ 1.9 .19 0.09 0.26 662.79 668.81 662.85 76.21 _ 44 6.60 .004 j 3.7 0.1 663.20 663.00 31.97 0.0056 15 4.8 3.7 8.7 58D _ 5.5 3.1 16.994 0.1 0.05 24 0.024 .13 0.37 663.22 668.61 663.75 143.78 18 5.48 .003 0.39 3.1 0.0 46D 0.36 0.70 0.2$ 0.25 5.00_ 6.67 1.7 58F _ 46B 1 11 3.7 3.0 11.405 - 671.50 671.30 36.03 0.005(1 15 4.6 3.4 10.6 46B _ 029 _ 0.70 0.20 _ 0.46 5.18 6.61 3.0 0.0 - 46 58H 671.20 668.90 146.491 0.0153` 1.5 8.0 6.0 24.4 0.00 0 0 .04 NA 0.02 0.10 664.55 667.87 - - 4F 0.27 0.70 0.1 0.19 5.00 6.67 1.3 -- _ 4D 661.43 43.68 18 13.97 669.50 668.00 282.80 0.00R, 0.005 _ 1.5 4.7 3.2 3.2 88.4 58 7.1 6.0 42.908 0.61 0.20 47 0.213 0.65 NA 0.33 1.10 1 662.53 668.65 662.53 91.79 42H 6.84 0.05 0.70 0.04 0.04 5.00 6.67 _ 42F 60 671.00 670.70 31.92 0.008.4 _- � 15 5.9 2.3 1.4.0 42F _ 0.10 0.70 0.07 0.11 5.23 6.59 _ 0.7 36.97 15 6.03 _ 0.32 4.9 0.1 420 - 670.&0 669.85 84.74 0.0085 15 6.0 3.2-f-26.1 Pipe No. Desigta Y ar 1fl f 58G Project: 9.25 Foothills Daily STIR. 14.3 20 Job #: #####�- 13.5 Preparedly: KKW & JS fNTLEr STATION OUTLET WATT R SURFACES -EV Lo D° Q. ZW Sto Ht Vo FL QIN VIN JUNCJ ION LOSS Qi*Vi Vi / g Hi ANGLE HA Ht 1.31-1t .51-1t FINAL H I INLET WATER SURFACEELEV. RIM ELEV 15.6 20 5 30 6.2 16.9 DI -3B CG -6 0.00 10 671.56 VDOTSTD. IS -1 REQ'D 14A 15 36.12 0.50% 634.40 664.20 RCM 55 15 3.5 10.25 20 53 670.85 84.74 15 0.69 0.000 0.01 3.2 0.0 DI -38 CG -6 0.00 12 671.53 1 VDOTSTD- IS -1 REQ'D 13 15 191.38 1.94% 664.10 660.30 RCP3 42F 20 41 24 5.2 14.4 20 12 24 4.3 1 12.6 0.2 2.3 0.5324 0.1 0.03 31 1 0.023 .09 0.12 0.06 0.07 670.92 677.77 0.59% 671.70 31.92 15 0.23 1000 0.00 2.3 0.0 36 8.1 10 22 27 36 6.8 1 20 4C MH CG -6 0.00 - 667.24 42H 9 24 38.03 1 0.59% 659.35 659.10 RCP3 9.45 20 42A 15 3.6 10.45 0.00 0 0 .02 0.03 0.01 0.01 671.71 677.75 CG -6 0.00 6 667.22 VDOT STD. IS -1 REQ'D 7 24 32.05 0.55% 659.00 658.80 RCP3 46A 15 5.2 13.65 20 58A 18 5.1 6 I 64C 15 5.3 1 20 64A DI -3C CG -6 0.00 6 667.22 VDOT STD. IS -1 REQ'D 5 30 81.20 0.53% 658.70_ 658.25 RCP3 i 20 59 15 4.8 12.85 20 4 669.00 282.80 15 1.26 0.000 0.11 3.2 0.0 0.00 - 667.67 VDOTSTD. IS -1 REQ'D 3 30 136.13 0.50% 6P8.15 657.45 RCP3 WEIR FLOW 58H 4F 3.00 6.40 1.49 2 6.50 4.36 4.0 ORIFICE FLOW 58F DI -7 DI -7 CG -6 0.00 0 0 0.04 01.05 0.03 0.13 669.13 674.00 654.00 RCP3 0.45 6.50 2.05 2.7 WEIR FLOW 58D 12B 3.00 6.40 0.50 0.45 4.00 0.90 DI -3C CG -6 0.00 12 667.00 VDOTSTD. IS -1 REVD 12A 15 36.14 0.50% 630.00 659.80 RCP3 Dl -7 3.00 6.40 0.17 0.70 4.00 66 1.0 WEIR FLOW 4D DI -7 3.00 6.40 DI -7 CG -6 0.00 - 66990 146.49 15 3,01 1002 0.32 2.5 0.0 11 RCP3 137 2.1 WEIR FLOW 4B DI -7 3.00 64 0.49 0.70 6.50 1 2.9 1 46B DI -38 CG -6 0.00 6 680.96 VDOTSTD. IS -1 REQ'D 63 15 1.7 1.4 2.2992 0.0i 0.01 78 0.018 05 i 1A 0.03 Q34 670.24 678.35 DI -7 672.30 36.03 15 1.68 0.001 0.02 1.4 0.0 672.95 VDOT STD, IS -1 REQ'D 61 ::TO -.00 0.98% 6 6.00 665.60 RCP3 WEIR FLOW 4 DI -7 3.00 460 0.34 60 4.00 0.95 1.6 WEIR. FLOW 4 DI -7 DI -3B CG -6 0.00 8 672.51 0 0 Ol INA 0.00 0.03 672.33 678.41 0.70 4.00 0.76 1.4 WEIR FLOW 2 58 3.00 6.40 0.27 0.70 6.50 1.23 DI -30 CG -6 0.00 6 6168.65 VDOTSTD. IS -1 REQ'D 57 18 43.68 2.73% 631.10 659.80 RCP3 Dl -7 3.00 6.40I0=20.70 6.50 58H 1.9 WEIR FLOW DI -7 CG -6 0.00 - 667.87 VDOTSTD. IS -1 READ 664.28 31.97 15 1.90 0.001 0.03 1.5 0.0 E2.1761 58F j DI -7 44B 0.00 - 668.16 VDOTSTD. IS -1 REVD 58E 18 143.78 0.54% 1.6 1.3 RCP3 001 0.01 87 0.018 6.04 NA 0.02 0.05 1 664.33 670.68 664.33 58.03 15 1.63 0.001 0.04 668.61 VDOTSTD, IS -1 REQ'D 8C 18 76.21 1.00% 662.45 661.65 RCP3 44D c DI -313 CG -6 1.6 1.3 i2.1761 668.81 0.0 0.01 74 0.017 .03 N/A 0.02 0.05 664.38 671.61 664.80 76.64 15 1.63 .001 0.05 1.3 0.0 U-1 DI -3B CG 6 0.00 6 6181.75 VDOTSTD, IS -1 REQ'D 64C 15 38.61 0.74% 674.70 44F RCP3 00 C) E ry 64B 1.1 0.9 0.9561 0.0 0.00 77 0.007 .02 NA 0.01 0.06 664.86 671.55 15 665.30 30.00 15 1.08 .000 0.01 0.9 0.0 j 4D c DI -7 CG -6 0.00 44H 6176.52 I VDOTSTD. IS -1 REQ'D 4C 15 168.31 3.25% 6T90 662.30 RCP3 0.00 0 0 .00 NA 0.00 0.01 665.31 671.55 Di -7 CG -6 0.00 - 668.86 I VDOTSTD. IS -1 RECD 4A 15 1 1.04% 6 2.20 661.10 RCP3 56 DI -7 CG -6 0.00 - 682.35 VDOTSTD. IS -1 REQ'D 55 15 166.50 1.99% 6 8.00 674.60 RCP3 666.00 100.351 15 2.58.002 0.16 2.1 0.0 DI -7 CG6 0.00 - 6179.78 VDOTSTD, IS -1 RECD 53 15 99.00 2.43% 6 4.50 672.00 RCP3 42B 52 1.3 1.1 1.4543 0.0' 10.01 26 0.004 ).031 NA 0.01 0.17 666.17 671.85 3.69% 668.30 135.19 15 1.34 0.00010.06 1.1 0.0 50 DI -7 CG -6 0.00 - 672.84 42D 9 15 42.22 2.16% 6b8.50 667.50 RCP3 0.7 1 3.2 2.243 0.21 0.06 0 0 .06 NA 0.03 0.09 668.39 674.86 CG -6 i 10 673.68 VDOTSTD. IS -1 REVD 47 15 37.18 1.94% 6 7.40 666.60 RCP3 46 DI -313 CG -6 0.00 8 673.95 VDOTSTD- IS -1 RECD 45 18 78.08 i 6.50 663.00 RCP3 44 662.52 33.72 15 2.I2 0.001 0.04 1.7 0.0 0.00 6 670.66 VDOTSTD. IS -1 REQ'D 43 24 59.98 1.09% 6 2.90 662.20 RCP3 4pB 42 I Di -313 CG -6 0.00 0 0 .01 NA 1 0.01 0.04 662.57 667.48 660.40 RCP3 40 I DI -38 CG -6 0.00 12 667.23 1 VDOTSTD. IS -1 REQ'D 39 24 108.07 0.81% 60.30 659.40 RCP3 38 D1 -3C CG -6 0.00 12 656.00 74.35 30 25.13 .004 0.28 5.1 0.1 RCP3 36 34 DI -7 CG -6 0.00 - 6(65.80 VDOTSTD. IS -1 RE9D 35 30 23.8 4.9 115.56 0.4 0.13 1 0 .23 NA 0.11 0.39 656.39 664.95 660.50 62.49 30 23.82 .003 021 4.9 0.1 6664.95 VDOTSTD. IS -1 REQ'D 33 30 74.35 5.76% 658,40 654.00 RCP3 36 42D 23.4 4.8 111.44 0.4 0.12 28 0.078 0.29 NA 0.15 0.36 660.86 665.80 661.00 50.46 30 23.39 .003 0.16 4.8 0.1 DI -7 CG -6 0.00 - 6171.85 VDOTSTD, IS -1 REQ'D 42A 15 100.35 38 667.20 665.00 RCP3 20.3 6.5 130.99 0.6 0.23 37 0.181 ,50 NA 0.25 0.41 661.41 666.01 VDOTSTD. IS -1 REVD 661.41 108.07 24 20.29 .008 0.87 6.5 0.2 44F DI -3C 40 0.00 6 6171.55 1 VDOTSTD. IS -1 REQ'D 44E 15 76.64 0.50% 16.8 5.3 89.89 0.4 0.16 44 0.169 .49 NA 0.24 1.11 662.52 66723 662.52 92.37 24 16.80 .006 0.51 5.3 0.1 44C 15 58.03 0.64% 6P3.70 663.30 RCP3 42 DI -36 CG -6 13.4 43 57.516 0.3 0.10 40 0.108 0.32 NA 1.16 0.67 663.19 670.20 663.80 59.98 24 13.44 10.004 0.21 4.3 0.1 DI -3B CG -6 0.00 10 678.41 VDOTSTD. IS -1 REQ'D 46C 15 36,03 0.50% 6 1.50 671.30 RCP3 46B 11.3 6.4 72.411 0.6 0.22 40 0.242 .54 NA 0.27 0.48 664.28 670.66 15 664.28 78.08 18 11.31 0.012 0.91 6.4 0.2 4F DI -7 CG -6 0.00 R 6174.00 VDOT STD. IS -1 REQ'D 4E 15 282.80 0.52% 6 9.50 668.00 7.8 6.4 50.137 0.6 0.22 31 0.178 .56 NA 0.28 1.18 665.46 673.95 667.60 37.18 15 7.84 .015 0.55 6.4 0.2 31.92 0.84% 671.00 1 RCP3 42F DI -3B CG -6 0.00 6 6.6 5.3 34.99 0.4 0.15 37 0.124 ,44 NA 0.22 0.77 668.37 673.68 668.50 42.22 15 6.55 0.010 0.43 5.3 0.1 50 1 5.8 4.7 27.141 0.3 0.12 50 0.161 0.39 NA 0.20 0.63 669.13 672.84 669.60 79.95 15 5.77 0.008 0.64 4.7 0.1 52 4.3 3.5 15.017 0.2 0.07 90 0.133 .29 NA 0.14 0.78 670.38 677.74 673.00 15 4.29 0:004 0.44 3.5 0.0 54 F1666-,50 2.7 2.2 5,9874 0.1 0:03 8 0 0.07 NA 0.04 0.47 673.47 679.78 675.60 IS 2.71 0.002 4.29 2.2 0.0 56 0.00 0 0 0.62 NA 0.01 0.30 1 67590 682.35 662.10 102.26r15 3.97 U04 039 3.2 0.0 4B 19 L6 2.9858 0.0 0.01 20 0.006 .06 NA 0.03 0.42 , 662.52 668.86 663.30 168.31 1 1.91 1001 0.15 1.6 0.0 4D 1.3 3.2 4.0311 0.2 0.06 0 0 .07 NA 0.03 0.18 663.48 676.52 674.80 47.93 15 1.15 .000 0.02 0.9 0.0 64B 0.5 0.4 0.1774 0.0 0.00 57 0.001 .01 NA 0.00 0.02 674.82 681.62 675.40 38.61 15 0.47 .000 0.00 0.4 0.0 64D 0.04 0 0 .00PNA 0.00 0.00 675,40 681.75 662.53 36.58 18 7.15 .005 0.17 4.0 0.1 58B 6.6 3.7 24.667 0.2 0.08 28 0.048 .19 0.09 0.26 662.79 668.81 662.85 76.21 18 6.60 .004 0.30 3.7 0.1 --&-A-670-7- 58D 5.5 3.1 16.994 0.1 0.05 24 0.024 .13 0.37 663.22 668.61 663.75 143.78 18 5.48 .003 0.39 3.1 0.0 58F 1 11 3.7 3.0 11.405 0.1 0.05 9 0 .09 NA 0.04 0.44 664.19 668.16 664.45 23.41 15 3.74 .003 0.08 3.0 0.0 58H 0.00 0 0 .04 NA 0.02 0.10 664.55 667.87 661.43 43.68 18 13.97 0.0181 0.77 7.9 0.2 58 7.1 6.0 42.908 0.61 0.20 47 0.213 0.65 NA 0.33 1.10 1 662.53 668.65 662.53 91.79 15 6.84 6.411 1.03 5.6 0.1 60 1 6.0 4.9 29.664 0.41 1 0.13 80 0.248 P.50 NA 0.25 1.28 663.81 672.51 666.60 36.97 15 6.03 Q.009 0.32 4.9 0.1 62 4.9 4.0 19.88& 0.3 0.09 69 0.138 .32 NA 0.16 0.48 667.08 672.95 669.00 142.72 15 4.94 .006 0.83 4.0 0,1 64 1 3.6 2.9 10.296 0.1 0.05 70 0.079 119 NA 0.09 0.93 669.93 680.96 674.80 81.72 15 3.55 1003 0.25 2.9 0.0 j 66 0.00 0 0 .03 NA 0.02 0.26 675.06 681.63 I � 661.79 36.14 15 3.60 0.003 0.11 2.9 0.0 12B 0.00 0 0 .03 NA 0.02 0.13 661.92 667.00 ---i-13. 656.00 .64 30 27.69 .005 --6-52--- 2 27.0 5.5 148.77 0.5 0.16 42 0.179 .47 NA 0.23 0.75 656.75 672.50 659.45 136.13 30 27.02 1004 0.59 5.5 0.1 4 22.4 1 4.6 102.63 0.31 0.11 88 0.214 P.45 NA 0.22 0.81 660.26 667.67 660.26 81.20 30 22.44 0.003 0.24 4.6 0.1 6 14.0 10.9 152.1 1.8 0.64 70 1.122 1.85 NA 0.92 L17 661.43 667.22 661.43 32.05 24 9.06 .002 0.05 2.9 0.0 g 1 8.6 2.7 23.691 0.1 0.04 58 0.055 .13 NA 0.06 0.12 1 661.55 667.22 661.55 38.03 24 8.63 .001 0.06 2.7 0.0 10 8.6 2.7 23.691 0.11 0.04 50 0.055 .13 N/A 0.06 0.12 661.66 667:24 661.66 38.47 24 8.63 .001 0.06 2.7 0.0 1 12 3.6 4.1 14.776 0.3 0.09 16 0.026 0.15 NA 1 0.07 0.13 661.79 667.00 661.79 191.38 15 3.33 .003 0.51 2.7 0.0 P 14 1.4 1 1.1 1.492 0.07 0.01 90 0.013 ,05 NA 0.02 0.53 11 662.33 1 671.53 665.20 36.12 15 1.35 .000 0.02 1.1 0.0 14B i 0.00 0 0 .00 NA 0.00 0.02 665.22 1 671.56 Pipe No. Size (inches) Max Depth (feet) Easement Width Req'd (feet) Easement Width Provided (feet) 58G DRAINAGE DESCRIPTIONS 9.25 20 58E STIR. 14.3 20 PIPE INFORMATION 18 5 13.5 20 INLET INFORMATION 15 5 13.25 NO. DIA. in. LENGTH" ft. SLOPE % I VERT IN INVERT Off- MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 14B 24 :5.8 15.6 20 5 30 6.2 16.9 DI -3B CG -6 0.00 10 671.56 VDOTSTD. IS -1 REQ'D 14A 15 36.12 0.50% 634.40 664.20 RCM 55 15 3.5 10.25 20 53 15 4 14 20 51 1 12.05 20 49 DI -38 CG -6 0.00 12 671.53 1 VDOTSTD- IS -1 REQ'D 13 15 191.38 1.94% 664.10 660.30 RCP3 14.2 20 41 24 5.2 14.4 20 12 24 4.3 1 12.6 20 37 30 3.9 12.3 DI -3C CG -6 0.00 6 667.00 VDOTSTD. 1S-1 REQ'D 11 24 38.47 0.59% 639.70 659.45 RCP3 29 36 8.4 21.8 22 i 36 8.1 10 22 27 36 6.8 1 20 4C MH CG -6 0.00 - 667.24 VDOTSTD. IS -1 REQ'D 9 24 38.03 1 0.59% 659.35 659.10 RCP3 9.45 20 42A 15 3.6 10.45 20 8 15 5.1 13.45 20 44E 15 6.4 16.05 DI -3C CG -6 0.00 6 667.22 VDOT STD. IS -1 REQ'D 7 24 32.05 0.55% 659.00 658.80 RCP3 46A 15 5.2 13.65 20 58A 18 5.1 6 20 64C 15 5.3 1 20 64A DI -3C CG -6 0.00 6 667.22 VDOT STD. IS -1 REQ'D 5 30 81.20 0.53% 658.70_ 658.25 RCP3 13.25 20 59 15 4.8 12.85 20 4 15 6.5 16.25 1 4E 15 11.14 25.53 DI -7 CG -6 0.00 - 667.67 VDOTSTD. IS -1 REQ'D 3 30 136.13 0.50% 6P8.15 657.45 RCP3 WEIR FLOW 58H DI -7 3.00 6.40 1.49 2 6.50 4.36 4.0 ORIFICE FLOW 58F DI -7 DI -7 CG -6 0.00 - 672.50 VDOTSTD. IS -1 REQ'D 1 30 113.64 2.90% 637,35 654.00 RCP3 0.45 6.50 2.05 2.7 WEIR FLOW 58D 12B 3.00 6.40 0.50 0.45 4.00 0.90 DI -3C CG -6 0.00 12 667.00 VDOTSTD. IS -1 REVD 12A 15 36.14 0.50% 630.00 659.80 RCP3 Dl -7 3.00 6.40 0.17 0.70 4.00 66 1.0 WEIR FLOW 4D DI -7 3.00 6.40 DI -7 CG -6 0.00 - 681.63 VDOT STD. IS -1 REQ'D 65 1 15 81.72 4.90% 6178.00 673.80 RCP3 137 2.1 WEIR FLOW 4B DI -7 3.00 64 0.49 0.70 6.50 1 2.9 1 WEIR FLOW DI -38 CG -6 0.00 6 680.96 VDOTSTD. IS -1 REQ'D 63 15 142.72 3.88% 6173.70 668.00 RCP3 6.40 0.34 0.70 6.50 1.55 2.2 62 2 DI -7 3.00 6.40 0.27 0.70 DI -3B CG -6 0.00 10 672.95 VDOT STD, IS -1 REQ'D 61 15 36.97 0.98% 6 6.00 665.60 RCP3 WEIR FLOW 4 DI -7 3.00 6.40 0.34 60 4.00 0.95 1.6 WEIR. FLOW 4 DI -7 DI -3B CG -6 0.00 8 672.51 VDOTSTD. IS -1 REQ'D 59 15 91.79 4.49% 635.50 661.20 RCP3 0.70 4.00 0.76 1.4 WEIR FLOW 2 58 3.00 6.40 0.27 0.70 6.50 1.23 DI -30 CG -6 0.00 6 6168.65 VDOTSTD. IS -1 REQ'D 57 18 43.68 2.73% 631.10 659.80 RCP3 Dl -7 3.00 6.40I0=20.70 6.50 58H 1.9 WEIR FLOW DI -7 CG -6 0.00 - 667.87 VDOTSTD. IS -1 READ 58G 15 23.41 0.55% 6 3.60 663.45 RCP3 58F j DI -7 CG -6 0.00 - 668.16 VDOTSTD. IS -1 REVD 58E 18 143.78 0.54% 63.35 662.55 RCP3 58D c Di -7 CG -6 0.00 - 668.61 VDOTSTD, IS -1 REQ'D 8C 18 76.21 1.00% 662.45 661.65 RCP3 58B c DI -313 CG -6 0.00 6 668.81 VDOTSTD. IS -1 REQ'D 58A 18 36.58 0.86% 6 1.55 661.20 RCP3 C Lr) Ln 64D %D Lo -C U-1 DI -3B CG 6 0.00 6 6181.75 VDOTSTD, IS -1 REQ'D 64C 15 38.61 0.74% 674.70 674.40 RCP3 00 C) E ry 64B r1J raw L` - DI -3B CG -6 0.00 6 6181.62 VDOTSTD. IS -1 REQ'D 64A 15 47.93 0.96% 6174.30 673.80 RCP3 C j 4D c DI -7 CG -6 0.00 - 6176.52 I VDOTSTD. IS -1 REQ'D 4C 15 168.31 3.25% 6T90 662.30 RCP3 4B Di -7 CG -6 0.00 - 668.86 I VDOTSTD. IS -1 RECD 4A 15 102.26 1.04% 6 2.20 661.10 RCP3 56 DI -7 CG -6 0.00 - 682.35 VDOTSTD. IS -1 REQ'D 55 15 166.50 1.99% 6 8.00 674.60 RCP3 54 DI -7 CG6 0.00 - 6179.78 VDOTSTD, IS -1 RECD 53 15 99.00 2.43% 6 4.50 672.00 RCP3 52 DI -7 CG -6 0.00 - 6177.74 VDOT STD. IS -1 RECD 51 1 15 79.95 3.69% 6 1.70 668.60 RCP3 50 DI -7 CG -6 0.00 - 672.84 VDOTSTD. IS -1 RECD 9 15 42.22 2.16% 6b8.50 667.50 RCP3 48 DI -313 CG -6 0.00 10 673.68 VDOTSTD. IS -1 REVD 47 15 37.18 1.94% 6 7.40 666.60 RCP3 46 DI -313 CG -6 0.00 8 673.95 VDOTSTD- IS -1 RECD 45 18 78.08 4.26% 6.50 663.00 RCP3 44 DJ -313 CG 6 0.00 6 670.66 VDOTSTD. IS -1 REQ'D 43 24 59.98 1.09% 6 2.90 662.20 RCP3 42 I Di -313 CG -6 0.00 8 670.20 VDOT STD. IS -1 RECD 41 24 92.37 1.76% 662.10 660.40 RCP3 40 1 DI -38 CG -6 0.00 12 667.23 1 VDOTSTD. IS -1 REQ'D 39 24 108.07 0.81% 60.30 659.40 RCP3 38 D1 -3C CG -6 0.00 12 6(66.01 VDOTSTD. IS -1 REQ'D 37 30 50.46 0.55% 6P9.30 659.00 RCP3 36 DI -7 CG -6 0.00 - 6(65.80 VDOTSTD. IS -1 RE9D 35 30 62.49 1 0.60% 65&90 658.50 RCP3 34 DI -7 CG -6 0.00 - 6664.95 VDOTSTD. IS -1 REQ'D 33 30 74.35 5.76% 658,40 654.00 RCP3 42D DI -7 CG -6 0.00 - 674.86 VDOT STD. IS -1 REQ'D 42C 1 15 135.19 1.76% 6139.75 667.30 RCP3 42B DI -7 CG -6 0.00 - 6171.85 VDOTSTD, IS -1 REQ'D 42A 15 100.35 2.11% 667.20 665.00 RCP3 44H DI -3C CG -6 0.00 6 6171.55 VDOTSTD. IS -1 REVD 44G 15 30.00 0.59% 634.50 664.30 RCP3 44F DI -3C CG -6 0.00 6 6171.55 1 VDOTSTD. IS -1 REQ'D 44E 15 76.64 0.50% 634.20 663.80 RCP3 44D MH CG -6 0.00 - 6171.61 VDOTSTD. IS -1 REQ'D 44C 15 58.03 0.64% 6P3.70 663.30 RCP3 448 DI -36 CG -6 0.00 6 6370.68 VDOTSTD. IS -1 REQ'D 44A 15 31.97 0.56% 63.20 663.00 RCP3 46D DI -3B CG -6 0.00 10 678.41 VDOTSTD. IS -1 REQ'D 46C 15 36,03 0.50% 6 1.50 671.30 RCP3 46B I DI -3B CG -6 0.00 10 6178.35 ` VDOTSTD. IS -1 REQ'D 46A 15 146.49 1.53% 6V1.20 668.90 RCP3 4F DI -7 CG -6 0.00 - 6174.00 VDOT STD. IS -1 REQ'D 4E 15 282.80 0.52% 6 9.50 668.00 RCP3 42H Di -313 CG -6 0.00 4 6177.75 VDOTSTD. IS -1 RECD 42G 15 31.92 0.84% 671.00 670.70 RCP3 42F DI -3B CG -6 0.00 6 677.77 1 VDOTSTD. IS -1 REQ'D Pipe No. Size (inches) Max Depth (feet) Easement Width Req'd (feet) Easement Width Provided (feet) 58G 15 3 9.25 20 58E 18 5.4 14.3 20 58C 18 5 13.5 20 14A 15 5 13.25 20 13 15 5.5 14.25 20 11 24 4.3 12.6 20 9 24 5.3 14.6 20 7 24 :5.8 15.6 20 5 30 6.2 16.9 20 3 30 11.2 26.9 27 1 15 11.7 26.65 28 12A 15 5 13.25 20 55 15 3.5 10.25 20 53 15 4 11.25 20 51 15 4.4 12.05 20 49 15 4.5 12.25 20 47 15 5.4 14.05 20 45 18 5 13.5 20 43 24 5.1 14.2 20 41 24 5.2 14.4 20 39 24 4.3 1 12.6 20 37 30 3.9 12.3 20 35 30 4.5 13.5 20 33 30 10.1 24.7 25 31 30 10.2 24.9 25 29 36 8.4 21.8 22 28A 36 8.1 21.2 22 27 36 6.8 18.6 20 4C 15 3.2 9.65 20 4A 15 6 15.25 20 40A 15 4.7 12.65 20 42C 15 3.1 9.45 20 42A 15 3.6 10.45 20 44G 15 5.1 13.45 20 44E 15 6.4 16.05 20 44C 15 6.2 15.65 20 44A 15 5.6 14.45 20 46C 15 5.1 13.45 20 46A 15 5.2 13.65 20 58A 18 5.1 13.7 20 64C 15 5.3 13.85 20 64A 15 5.5 14.25 20 65 15 4.8 12.85 20 63 15 4.8 12.85 20 61 15 5 13.25 20 59 15 4.8 12.85 20 57 15 6.5 16.25 20 4E 15 11.14 25.53 26 42G 15 7.08 17.41 20 SCO R. COLLINS'Z No. 35791 2� a � z IaNAL Y, LLIU-1 z STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET "TYPE AREA PERIMETER A C1 Q {FT2) (FT) (ACRES) {1N/HR) (CFS) LL -1 64 DI -7 3.00 6.40 0.09 0.70 4.00 0.25 0.7 WEIR FLOW 64 DI -7 3.00 6.40 0.09 0.70 6.50 0.41 0.9 WEIR FLOW 56 DI -7 3.00 6.40 0.92 0.50 4.00 1.84 2.5 WEIR FLOW 56 DI -7 3.00 0.92 0.50 6.50 2.99 3.5 WEIR FLOW 54 DI -7 3.00 _6.40 6.40 0.47 0.60 4.00 1.13 1.8 WEIR FLOW 54 DI -7 3.00 6.40 0.47 0.60 6.50 1.83 2.5 WEIR FLOW 52 DI -7 3.00 6.40 0.44 0.60 4.00 1.06 1.7 WEIR FLOW 52 DI -7 3.00 6.40 0.44 0.60 6.50 1.72 2.4 WEIR FLOW 50 DI -7 3.00 6.40 0.19 0.75 4.00 0.57 1 1.2 WEIR FLOW 50Dl-7 3.00 6.40 0.19 0.75 6.50 093 1.6 WEIR FLOW 420 DI -7 3.00 6.40 0.17 0.60 4.00 0.41 0.9 WEIR FLOW 420 I DI -7 3.00 6.40 0.17 0.60 6.50 0.66 1.3 WEIR FLOW 42B D7 Fl 3.00 6.40 0.31 0.65 4.00 0.81 1.4 WEIR FLOW 42B DI -7 3.00 6.40 0.31 0.65 6.50 1.31 2.0 WEIR FLOW 36 DI -7 3.00 6.40 0.14 0.70 4.00 0.39 0.9 WEIR FLOW 36 DI -7 3.00 6.40 0.14 0.70 6.50 0.64 1.2 WEIR FLOW 34 DI -7 3.00 6.40 0,53 0.501 4.00 1.06 1.7 WEIR FLOW 34 DI -7 3.00 6.40 0.53 0.50 6.50 1.72 2.4 WEIR FLOW 58H DI -7 3.00 6.40 1.49 0.45 4.00 2.68 3.2 WEIR FLOW 58H DI -7 3.00 6.40 1.49 0.45 6.50 4.36 4.0 ORIFICE FLOW 58F DI -7 3.00 6.40 0.70 0.45 4.00 1.26 2.0 WEIR FLOW 58F DI -7 3.00 6.40 0.70 0.45 6.50 2.05 2.7 WEIR FLOW 58D DI -7 3.00 6.40 0.50 0.45 4.00 0.90 1.6 WEIR FLOW 58D DI -7 3.00 6.40 0.50 0.45 6.50 1.46 2.2 WEIR FLOW 4D Dl -7 3.00 6.40 0.17 0.70 4.00 0.48 1.0 WEIR FLOW 4D DI -7 3.00 6.40 0.17 0.70 6.50 0.77 1.4 WEIR FLOW 4B DI -7 3.00 6.40 0.49 0.70 4.00 137 2.1 WEIR FLOW 4B DI -7 3.00 6.40 0.49 0.70 6.50 2.23 2.9 1 WEIR FLOW 4 DI -7 3.00 6.40 0.34 0.70 4.00 0.95 1.6 1 WEIR FLOW 4 DI -7 3.00 6.40 0.34 0.70 6.50 1.55 2.2 WEIR FLOW 2 DI -7 3.00 6.40 0.27 0.70 4.00 0.76 1.4 WEIR FLOW 2 131-7 3.00 6.40 0.27 0.70 6.50 1.23 1.9 WEIR FLOW 4 DI -7 3.00 6.40 0.34 0.70 4.00 0.95 1.6 WEIR. FLOW 4 DI -7 3.00 6.40 0.34 0.70 6.50 1.55 2.2 WEIR FLOW 2 DI -7 3.00 6.40 0.27 0.70 4.00 0.76 1.4 WEIR FLOW 2 DI -7 3.00 6.40 0.27 0.70 6.50 1.23 1.9 WEIR FLOW 4F DI -7 3.00 6.40 0.27 0.70 4.00 0.76 1.4 WEIR FLOW 4F Dl -7 3.00 6.40I0=20.70 6.50 1.23 1.9 WEIR FLOW SCO R. COLLINS'Z No. 35791 2� a � z IaNAL Y, LLIU-1 z •S{t �J `! I• O F- u -1 UJ 7- W W w, � SCALE NIA SHEET NO. 20 ai U C Q) 0 0 v a -C co0 0 a a. T C 0 0 0 v 0 0 v) O a 0 a� 0 t c 0 U 0 Q 0 v n 0 C a E 0 U z w w z z w z J 0 0 0 m CL 0 0 v x m a} 0 c 0 E 0 U a v a_ U U U a C C 0 co a 0 0 i- z LL -1 Ln z J O C) 0 c v 0 U i!} 3 F om- 0 w 2: F-- t- t i :: z z z -' 2: n v U 37 2: ,e. Ca,) O Z O Q fl U 0 O fl Q U U U_y y�• Ul o V m < s U-) y O O Q C-6 [� Gi cin -J I- z U U U O c FIs JI g :D O� � n c F- n LU L11 ° `j r) G1 uJ v > H Cj CL ; - a C LLJ H C L v uJ c c C I c c -C z c c L c c C C Lr) Ln Ln %D Lo -C U-1 1e <C C5 00 C) E ry N r1J raw L` - .�-a C c •S{t �J `! I• O F- u -1 UJ 7- W W w, � SCALE NIA SHEET NO. 20 ai U C Q) 0 0 v a -C co0 0 a a. T C 0 0 0 v 0 0 v) O a 0 a� 0 t c 0 U 0 Q 0 v n 0 C a E 0 U z w w z z w z J 0 0 0 m CL 0 0 v x m a} 0 c 0 E 0 U a v a_ U U U a C C 0 co a 0 0 i- CD z EE Li w z 0 z w z _J O O v- 0 v c O U C N _Y y-+ L 3 v L Q X -F� a a O U N O U L O a -o 0 U L t-� C O U O N O 3 U N U O O a 3 O N O O_ L Q T C a L O 4- O a a L Q L O U 7 O i Q N L N 9 O C T 6 Ci C Q J 7 r J it 7 ;J 7 n J J J 0 T N O L a v U X N O N L a a-+ N U U O O Q N N o_ U O O U a a C a yr C a Q N N N c� z w w z z w z J J O U v - O C v c O U C U 3 v Q) L x x v v a 0 s co .3 a c 0 U i O U L O a U� U a O U L U O U O N O C U i N U O a 3 U O Q L O_ T C a L 4- Q7 N a L a a L 0 v 0 3 -a v 0 D a 0 L Q v L N fl N 0 T 6 E S? U C �I J v 7 J J D T ll 1 2 D n ll ll D n ll 3 J 7 7 ll _7 n n 3 n y Notes: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. `- NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTEC11ON MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO N011FY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE TION MEASURES PROTEC ALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN ':. COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE -,-. - WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OFRAD N G 1 G WORK WITH ___ _._..__..... _. --- -___-. __.. _.. ... _ __--.-'_----.___._._ ..__-_—___ ---__--- _..... _. _.----- _—_-.___.___ --- ----- _._______ __ ... __..._. LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR I TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A U ._-- _. _. _._ _....-----�----____ ..... ....... _ .... ___._.._ _._..____ .._.._-._ __.- _..._ ....... _.._...... _...._........ _..._-_.._. QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY rrr � if i. •, puri f• AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE CF 100' STREAM BUFFER\ . 7" � I i s i { I s ♦ � � O ' I O f � O � O 1 I O J ME SCOTT R. COLLINSZ N 35791 ;"ti&IONAL E 1 d z w Li k ` I \ \ l l \ N \ 1y \ 0 CALCULATIONS: GROSS SITE AREA 16.74 AC.) tiOPEN SPACE & PUDLIC. ROW 24 AC.) \\ N \ SITE AREA 7.50 AC. � CANOPY REQUIRED (207*): 65,340 SF O \ ♦ PROPOSED TREE CANOPY: 102,565 SF .. Pat egend �ti\� ■ Scientific Name TREES Common Name r" Symbol 10 -YR CANOPY: Total_ M q anti Canop z Red Maple 2'1/211 min. AR 452 35 15,820 Fraxinus pennsylvanica Green Ash Ld FP 572 85 57,120 Platanus acerifolia London Planetree 21/2 min. PA V) 20 8,440 U Imus parvifolia 'Allee' Allee Elm 2 1/2" min. UP 423 6 z Betula Nigra River Birch 10'-12' ht BN 397 30 11,910 Carya cordinformis Bitternut Hickory 2 1/21' min. BH 2.50 12 3,000 ORNAMENTAL TREES J Prunus yedoensis Yoshino Cherry 2 1/2" min. PY 99 0 594 Amelanchier X Canadensis Shadblow Serviceberry 6-7' ht. AC 130 10 1,300 C) Eastern Redbud 6'-7' CC 124 10 1,240 Shrubs 0 Ce halanthus Occidentalis Buttonbush CF 9 67 603 0 U Ln Ln c 0 Z W Z �' n 0 o 57 u Z 0 o © o N U U)< o w cn o 0 0 o a_ Q Z `'tit w w w H U CL CZ CL w E, C� (!I c W C] a 0 C) Q N UJ UJ L.0 Lu uj c H H H— H U) ® O tt l w > Ltr L�u/ Lu n LLj (� O �e U O C D C C O U ❑ i y, O U O -F Lu Ln Ln Ln u3 l0 -0 L3 Ln Ln C) 03 CD E C] N N N r N f`J •_ 1-4 O C k ` I \ \ l l \ N \ 1y \ 0 CALCULATIONS: GROSS SITE AREA 16.74 AC.) tiOPEN SPACE & PUDLIC. ROW 24 AC.) \\ N \ SITE AREA 7.50 AC. � CANOPY REQUIRED (207*): 65,340 SF O \ ♦ PROPOSED TREE CANOPY: 102,565 SF .. Pat egend �ti\� ■ Scientific Name TREES Common Name r" Symbol 10 -YR CANOPY: Total_ M q anti Canop Acer rubrum Red Maple 2'1/211 min. AR 452 35 15,820 Fraxinus pennsylvanica Green Ash 2'1/2" min. FP 572 85 57,120 k ` I \ \ l l \ N \ 1y \ 0 CALCULATIONS: GROSS SITE AREA 16.74 AC.) tiOPEN SPACE & PUDLIC. ROW 24 AC.) \\ N \ SITE AREA 7.50 AC. � CANOPY REQUIRED (207*): 65,340 SF O \ ♦ PROPOSED TREE CANOPY: 102,565 SF .. Pat egend �ti\� ■ Scientific Name TREES Common Name Size Symbol 10 -YR CANOPY: Total_ M q anti Canop Acer rubrum Red Maple 2'1/211 min. AR 452 35 15,820 Fraxinus pennsylvanica Green Ash 2'1/2" min. FP 572 85 57,120 Platanus acerifolia London Planetree I \ \ l l \ N \ 1y \ 0 CALCULATIONS: GROSS SITE AREA 16.74 AC.) tiOPEN SPACE & PUDLIC. ROW 24 AC.) \\ N \ SITE AREA 7.50 AC. � CANOPY REQUIRED (207*): 65,340 SF O \ ♦ PROPOSED TREE CANOPY: 102,565 SF .. Pat egend �ti\� ■ Scientific Name TREES Common Name Size Symbol 10 -YR CANOPY: Total_ M q anti Canop Acer rubrum Red Maple 2'1/211 min. AR 452 35 15,820 Fraxinus pennsylvanica Green Ash 2'1/2" min. FP 572 85 57,120 Platanus acerifolia London Planetree 21/2 min. PA 422 20 8,440 U Imus parvifolia 'Allee' Allee Elm 2 1/2" min. UP 423 6 2,538 Betula Nigra River Birch 10'-12' ht BN 397 30 11,910 Carya cordinformis Bitternut Hickory 2 1/21' min. BH 2.50 12 3,000 ORNAMENTAL TREES Prunus yedoensis Yoshino Cherry 2 1/2" min. PY 99 6 594 Amelanchier X Canadensis Shadblow Serviceberry 6-7' ht. AC 130 10 1,300 Cercis Canadensis Eastern Redbud 6'-7' CC 124 10 1,240 Shrubs Ce halanthus Occidentalis Buttonbush CF 9 67 603 102,565 TOTAL ���N t inch = 60 ft. � \� U C N N O O O L v vi a Q L ❑ Q T C ❑ O CL 0 (n 0 L_ ❑ cj� Z ❑ L I� o 0 3 Z.0 i. v U o VI l U v o 0 a ❑ z Li w _z z w Z Z 0 J Q v 0 Uw U. N 0- 0 L a .0 U LU 70 In LLJ _0 U X a U 0 LL.. o U JOB NO ° 112066 ° SCALE ❑ ill=6)' o SHEET N7 v Q) 23 z w w z z w z 0 v w 0 c 0 c 0 II c 3 Q x m a 0 6 C O U i O C O U L O C a c �o c 0 U 3 L U C O U O -a U O 7 s ei a u c i a� 0 a a 0 L Q T C a i O v-- 9J N O C II a c a C3 Q c 0 0 0 3 T) 0 U O L Q- 0 i N O In C T II C a z z z z z n z 0 T L N Q O L Q > i< L 6 U C N II U O U U -F+ 6 U O O a C a U C a Q N O N