Laserfiche WebLink
_ SGALE:1"=40' <br />CATCH BASIN DATA <br />12" INV. AT G. B. ^S = 7.40 <br />CATCH BASIN DATA <br />13 L. F. - 12" R. G. P. AT 5=. 005 12" 1 W. AT G. 8. -2 = 7.63 <br />12" INV. AT S. D. M. H. -3 = 7.33 36 L.F. - 12" R.G.P. AT 5=.005 <br />STUB AND PLUG 22 L.F. 12" INV. AT S. D. M. H. �1 = 7.45 <br />STA. 5+39.26 <br />15' R. C. P. AT 5=. 03 TO R. STRET L16M <br />15- INV. AT R = 8.46 <br />d P(. <br />18"LRFG. P. �I33 L.F. P. <br />12 <br />238 L.F. �� " L.F. 36 L.F. ^-� 12.96 <br />AT 5=.0015 18" R.G.P. 8" P.V.G. 12" R.G.P. 12" R.G.P. EC <br />AT 5=. Q015 AT 5=.0035 AT 5=.003 AT 5=.005 , <br />WELL 51 TE 4 <br />259 L. F. <br />8" P.V.G. <br />AT 5=.0035 <br />✓= STA. <br />5� <br />13 L. F. - 12" R. G. P <br />AT 5=.005 <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />7q L. F. 1 B" R. G. P. AT <br />6 <br />25q L. F. B" P.V.G. AT <br />4 <br />2 <br />0 , <br />b Hyl y <br />b/ <br />1 <br />ME _1I[©1� <br />M1 5-.0025 h <br />6 M1_ IS N r 4 h 3 <br />•y9 BG p o d P!. M 9Gi8 'p <br />11.74 ^� 13.13 3.3 c I xr PI. �. Lai 13.36-'� <br />� 13.72 13. Q5 <br />P 3 P <br />REFER TO SHEET I9 <br />q 41 L.F. -- \\�\\ FOR MEDIAN PLANS sra: 3+66.01 3 13.11 <br />6 18" R. G. P. \ \ - _ 57r�T u6tn 12 L.F. �� <br />\ \ 621 L.F. 12" P.V.G. 12" R.G.P. <br />sra. 7+00. 00 AT 5=.025 36 \ � 13.06 <br />/ AT 5=.0G5 <br />57IaT-T u6r/r 1 / / 753 L. F. IO" P. V. G.d <br />IN5TALL THE GATED ENTRYWAY <br />/ AND DECORATIVE PAVING AS <br />\ 1 PER THE LANDSCAPE ARCHITECTS PARK <br />PLANS. <br />any/, `CON'TRUGT CURB TRANSITION <br />! PER SAN JOAGJUIN COUNTY <br />'k STANDAR05, DRAWIN6 W. R -q <br />2 \ <br />1 15 L. F. ^- 12" R. G. P. <br />AT 5=.003 <br />b' 24' 23' V <br />30' 30' <br />CHIAVARI WAY <br />26 <br />6" P.V.G. <br />/ <br />AT <br />POOL <br />SEE SHEET 39 FOR THE CATCH BASIN DATA <br />RECREATION AREA PARKIN6 12" INV. AT G.B. -i = 1.72 <br />B. <br />-3 <br />= 5.20 <br />LOT AND BOAT RAMP DETAILS. 54 L. F. - 12" R. G. P. AT 5=. 005 <br />12" <br />R.G.P. <br />12" INV. AT 5.D.M.H.-1 = 7.45 <br />12. <br />AT 5=.005 <br />12" INV. <br />IN AT <br />G.B.-4 <br />I <br />I 0 <br />I � p <br />I <br />= 4.97 <br />12" INV. <br />66 <br />C.B.-4 <br />FL <br />2 <br />= 4.87 <br />115 L.F. - <br />12" <br />R.G.P. <br />24.74' <br />FL <br />AT 5=.003 <br />12" INV. AT 5. <br />D. <br />M. <br />H.-3 = 4.52 <br />IOyp <br />12.36 -. <br />_�� <br />A![ 0 <br />It <br />M. H. 5 <br />III <br />g8.56' <br />FL <br />6 <br />2. <br /># 4 <br />16761. q97' <br />1 <br />%V %V <br />X� <br />Nww <br />N�`t <br />Nw <br />NF <br />Nw <br />W <br />Ha-(Io-------"" <br />5 <br />RI <br />RIM=12.5 <br />P. <br />�•. <br />�i. <br />116.32' <br />X IU <br />••_ <br />RIM -12.6 ' m <br />RIM -13.0 <br />90 q59 <br />L <br />333'44'66'26Cb' <br />-4.SI 12" P.V.G. MATER <br />111567447...611564' <br />P. <br />l <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />7q L. F. 1 B" R. G. P. AT <br />6 <br />25q L. F. B" P.V.G. AT <br />4 <br />2 <br />0 , <br />b Hyl y <br />b/ <br />1 <br />ME _1I[©1� <br />M1 5-.0025 h <br />6 M1_ IS N r 4 h 3 <br />•y9 BG p o d P!. M 9Gi8 'p <br />11.74 ^� 13.13 3.3 c I xr PI. �. Lai 13.36-'� <br />� 13.72 13. Q5 <br />P 3 P <br />REFER TO SHEET I9 <br />q 41 L.F. -- \\�\\ FOR MEDIAN PLANS sra: 3+66.01 3 13.11 <br />6 18" R. G. P. \ \ - _ 57r�T u6tn 12 L.F. �� <br />\ \ 621 L.F. 12" P.V.G. 12" R.G.P. <br />sra. 7+00. 00 AT 5=.025 36 \ � 13.06 <br />/ AT 5=.0G5 <br />57IaT-T u6r/r 1 / / 753 L. F. IO" P. V. G.d <br />IN5TALL THE GATED ENTRYWAY <br />/ AND DECORATIVE PAVING AS <br />\ 1 PER THE LANDSCAPE ARCHITECTS PARK <br />PLANS. <br />any/, `CON'TRUGT CURB TRANSITION <br />! PER SAN JOAGJUIN COUNTY <br />'k STANDAR05, DRAWIN6 W. R -q <br />2 \ <br />1 15 L. F. ^- 12" R. G. P. <br />AT 5=.003 <br />b' 24' 23' V <br />30' 30' <br />CHIAVARI WAY <br />26 <br />6" P.V.G. <br />/ <br />AT <br />POOL <br />SEE SHEET 39 FOR THE CATCH BASIN DATA <br />RECREATION AREA PARKIN6 12" INV. AT G.B. -i = 1.72 <br />B. <br />-3 <br />= 5.20 <br />LOT AND BOAT RAMP DETAILS. 54 L. F. - 12" R. G. P. AT 5=. 005 <br />12" <br />R.G.P. <br />12" INV. AT 5.D.M.H.-1 = 7.45 <br />CATCH BASIN DATA <br />12" INV. <br />AT <br />G. <br />B. <br />-3 <br />= 5.20 <br />45 L.F. - <br />12" <br />R.G.P. <br />0 <br />I <br />L&46TH <br />AT 5=.005 <br />12" INV. <br />IN AT <br />G.B.-4 <br />I <br />I 0 <br />I � p <br />I <br />= 4.97 <br />12" INV. <br />AT <br />C.B.-4 <br />FL <br />2 <br />= 4.87 <br />115 L.F. - <br />12" <br />R.G.P. <br />24.74' <br />FL <br />AT 5=.003 <br />12" INV. AT 5. <br />D. <br />M. <br />H.-3 = 4.52 <br />SELLA LAGO INA1' <br />SCALE: 1"=40' <br />4. 3. <br />z <br />O T O <br />ro m� v m� m Irv_ <br />IN <br />U1 f- N w N H N F- N F- N FF N HF N <br />PROPOI TOP OF CURB EX. 6ROUND <br />(6" VERTICAL TYPE,) <br />.,..-xc 5=. 0025 <br />E. WOODWARD AVENUE <br />7' IS' <br />a. <br />CURVE <br />RECORD <br />e. <br />` <br />CURVE <br />Corrections by, <br />0 <br />I <br />L&46TH <br />CHORD <br />TANGENT <br />DESC. <br />I <br />I <br />I 0 <br />I � p <br />I <br />30.00' <br />47.36' <br />� <br />30.26' <br />FL <br />2 <br />pdid ; �.{/-ems•-' <br />30.00' <br />46.67' <br />42.24' <br />24.74' <br />FL <br />3 <br />.Any P <br />IV <br />O��, Nryry <br />ry� <br />IOyp <br />q� <br />_�� <br />A![ 0 <br />It <br />M. H. 5 <br />III <br />g8.56' <br />FL <br />6 <br />2. <br /># 4 <br />16761. q97' <br />1 <br />%V %V <br />X� <br />Nww <br />N�`t <br />Nw <br />NF <br />Nw <br />W <br />SELLA LAGO INA1' <br />SCALE: 1"=40' <br />4. 3. <br />z <br />O T O <br />ro m� v m� m Irv_ <br />IN <br />U1 f- N w N H N F- N F- N FF N HF N <br />PROPOI TOP OF CURB EX. 6ROUND <br />(6" VERTICAL TYPE,) <br />.,..-xc 5=. 0025 <br />E. WOODWARD AVENUE <br />7' IS' <br />280 L. F. ^- <br />8" P.V.G. , <br />AT 5=.0035 <br />INSTALL 22 L.F. - <br />2x4 MEADERBOARD AS <br />PER DETAIL, SEE <br />SHEET 3 <br />e" P.V. <br />CURVE <br />RECORD <br />DRAWING <br />` <br />CURVE <br />Corrections by, <br />0 <br />I <br />L&46TH <br />CHORD <br />TANGENT <br />DESC. <br />I <br />I <br />I 0 <br />I � p <br />I <br />30.00' <br />47.36' <br />280 L. F. ^- <br />8" P.V.G. , <br />AT 5=.0035 <br />INSTALL 22 L.F. - <br />2x4 MEADERBOARD AS <br />PER DETAIL, SEE <br />SHEET 3 <br />e" P.V. <br />H. Yf 2 1 <br />M=18.6 <br />,' <br />INSTALL 41 L.F. - 2x4 HEADERBOARD <br />AS PER DETAIL. SEE SHEET 3 <br />THE CONTRACTOR SHALL OBTAIN AN <br />ENCROACHMENT PERMIT FROM THE <br />CI7Y OF MANTECA PRIOR TO BE6INNIN5 <br />ANY CONSTRUCTION ACTIVITIES IN <br />THE E. WGOOWARD AVENUE R16HT-OF-XAY <br />SAWGUT THE EX. PAVEMENT AT IO' <br />NORTH OF THE CENTERLINE/¢ SECTION <br />LINE. MEET AND MATCH WITH PROPOSED <br />NEW PAVING AS REQUIRED <br />SEE THE OAKWOOD LAKE 5UBDIVI51ON <br />OFF-51TE IMPROVEMENT PLANS FOR THE <br />PROPOSED WATER LINES. <br />CURVE <br />RECORD <br />DRAWING <br />` <br />CURVE <br />Corrections by, <br />RAOIU5 <br />L&46TH <br />CHORD <br />TANGENT <br />DESC. <br />I <br />No Cta73✓ <br />30.00' <br />47.36' <br />� <br />30.26' <br />FL <br />2 <br />pdid ; �.{/-ems•-' <br />30.00' <br />46.67' <br />42.24' <br />24.74' <br />FL <br />3 <br />.Any P <br />7.00' <br />11.00' <br />Venty <br />7.00' <br />F- <br />_�� <br />A![ 0 <br />325.00' <br />M. H. 5 <br />Sine Of W'nik <br />g8.56' <br />FL <br />6 <br />2. <br /># 4 <br />16761. q97' <br />1 <br />%V %V <br />X� <br />H. H. # <br />3 <br />31"25'05" <br />=1= <br />174.31' <br />W <br />Ha-(Io-------"" <br />5 <br />RI <br />RIM=12.5 <br />160.84' <br />116.32' <br />X IU <br />RIM=12.1 rl6tl/ol RIM=12.6 <br />RIM -12.6 ' m <br />RIM -13.0 <br />90 q59 <br />L <br />333'44'66'26Cb' <br />-4.SI 12" P.V.G. MATER <br />111567447...611564' <br />I6°33'45' <br />2AO. Gt0' <br />x.53 <br />57.61 ' <br />29. 1 1 ' <br />S <br />12' P.V.C. <br />lo" P. v. c. wATj=R <br />m N <br />111 <br />m <br />rt1 <br />---____-- <br />10' V. C'. 1'V` <br />w,LI10) <br />335 L.F. 12" R.G. P. AT 5=.003 <br />IV- <br />N <br />FV- <br />N d1 -h <br />H. Yf 2 1 <br />M=18.6 <br />,' <br />INSTALL 41 L.F. - 2x4 HEADERBOARD <br />AS PER DETAIL. SEE SHEET 3 <br />THE CONTRACTOR SHALL OBTAIN AN <br />ENCROACHMENT PERMIT FROM THE <br />CI7Y OF MANTECA PRIOR TO BE6INNIN5 <br />ANY CONSTRUCTION ACTIVITIES IN <br />THE E. WGOOWARD AVENUE R16HT-OF-XAY <br />SAWGUT THE EX. PAVEMENT AT IO' <br />NORTH OF THE CENTERLINE/¢ SECTION <br />LINE. MEET AND MATCH WITH PROPOSED <br />NEW PAVING AS REQUIRED <br />SEE THE OAKWOOD LAKE 5UBDIVI51ON <br />OFF-51TE IMPROVEMENT PLANS FOR THE <br />PROPOSED WATER LINES. <br />CURVE <br />TABLE <br />W <br />` <br />CURVE <br />DELTA <br />RAOIU5 <br />L&46TH <br />CHORD <br />TANGENT <br />DESC. <br />I <br />g0'2q'3q" <br />30.00' <br />47.36' <br />� <br />30.26' <br />FL <br />2 <br />84'30'21' <br />30.00' <br />46.67' <br />42.24' <br />24.74' <br />FL <br />3 <br />q0°07'07" <br />7.00' <br />11.00' <br />9. q0' <br />7.00' <br />F- <br />_�� <br />33°44'46" <br />325.00' <br />M. H. 5 <br />188.66' <br />g8.56' <br />FL <br />6 <br />S. D. H. H. +3 M.H. <br /># 4 <br />16761. q97' <br />N <br />1t 2 = <br />H. H. # <br />3 <br />31"25'05" <br />=1= <br />174.31' <br />112.20' <br />Ha-(Io-------"" <br />5 <br />RI <br />RIM=12.5 <br />160.84' <br />116.32' <br />93.04' <br />RIM=12.1 rl6tl/ol RIM=12.6 <br />RIM -12.6 ' m <br />RIM -13.0 <br />90 q59 <br />L <br />333'44'66'26Cb' <br />-4.SI 12" P.V.G. MATER <br />111567447...611564' <br />I6°33'45' <br />2AO. Gt0' <br />x.53 <br />57.61 ' <br />29. 1 1 ' <br />S <br />12' P.V.C. <br />lo" P. v. c. wATj=R <br />---____-- <br />10' V. C'. 1'V` <br />w,LI10) <br />335 L.F. 12" R.G. P. AT 5=.003 <br />M6i-llol <br />5=. 0015 <br />6.bo <br />6.2s <br />200 L.F. 8"' P.V.G. <br />133 L. F. 1 B" R.G. <br />P. <br />5=.0035 <br />AT 5=. 5 <br />AT S=.GlJ15_-� L <br />-----+---- <br />238 <br />`�• <br />L.F. 8" P.V.G. <br />AT 5=. et7 5 <br />V <br />r12 ♦� <br />7:7\ <br />• J <br />� <br />l�'�. khy <br />h <br />a3r� <br />r QS � <br />}l.k <br />t� l ^3 <br />1 <br />�x <br />�Wp <br />- <br />N <br />N <br />>< <br />ry <br />� x <br />4m5 7 <br />7 <br />•S � <br />� <br />111 <br />O <br />lis <br />1V � <br />+ <br />trry <br />F <br />+ <br />mx <br />+ <br />m= <br />+ <br />w� <br />+ <br />ri- <br />+ <br />+ <br />= <br />9 <br />+ <br />+ <br />2 <br />+ <br />+ <br />i <br />s <br />F <br />Xx <br />ry <br />F <br />z <br />F <br />Q <br />H <br />ti Q <br />ti Z <br />ti <br />O <br />F <br />z <br />1<- <br />Q <br />F <br />x F <br />N- <br />N <br />Y <br />N <br />to <br />N <br />RIS) ui <br />U1 f <br />U) <br />t11 <br />N <br />2 <br />N <br />V1 <br />N <br />2 t11 <br />H. Yf 2 1 <br />M=18.6 <br />,' <br />INSTALL 41 L.F. - 2x4 HEADERBOARD <br />AS PER DETAIL. SEE SHEET 3 <br />THE CONTRACTOR SHALL OBTAIN AN <br />ENCROACHMENT PERMIT FROM THE <br />CI7Y OF MANTECA PRIOR TO BE6INNIN5 <br />ANY CONSTRUCTION ACTIVITIES IN <br />THE E. WGOOWARD AVENUE R16HT-OF-XAY <br />SAWGUT THE EX. PAVEMENT AT IO' <br />NORTH OF THE CENTERLINE/¢ SECTION <br />LINE. MEET AND MATCH WITH PROPOSED <br />NEW PAVING AS REQUIRED <br />SEE THE OAKWOOD LAKE 5UBDIVI51ON <br />OFF-51TE IMPROVEMENT PLANS FOR THE <br />PROPOSED WATER LINES. <br />8 <br />O <br />e <br />N F <br />20 <br />18 <br />ib <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />SCALE <br />HORIZONTAL i"=40' <br />VERTICAL 1"=4' <br />0 <br />a <br />z <br />0 <br />a <br />D <br />z <br />O <br />N <br />e <br />CURVE <br />TABLE <br />W <br />` <br />CURVE <br />DELTA <br />RAOIU5 <br />L&46TH <br />CHORD <br />TANGENT <br />DESC. <br />I <br />g0'2q'3q" <br />30.00' <br />47.36' <br />42.61' <br />30.26' <br />FL <br />2 <br />84'30'21' <br />30.00' <br />46.67' <br />42.24' <br />24.74' <br />FL <br />3 <br />q0°07'07" <br />7.00' <br />11.00' <br />9. q0' <br />7.00' <br />F- <br />s <br />33°44'46" <br />325.00' <br />Ig1.42' <br />188.66' <br />g8.56' <br />FL <br />6 <br />33°°44'46' <br />0�0' <br />16761. q97' <br />N <br />6837..341' <br />FCWL <br />7 <br />31"25'05" <br />316.Lt0' <br />174.31' <br />112.20' <br />69.44' <br />5 <br />6 <br />33-12-35-1312.00' <br />160.84' <br />116.32' <br />93.04' <br />SD <br />320750.. <br />16963 <br />90 q59 <br />L <br />I0 <br />333'44'66'26Cb' <br />111567447...611564' <br />I6°33'45' <br />2AO. Gt0' <br />57.61 ' <br />57.61 ' <br />29. 1 1 ' <br />S <br />8 <br />O <br />e <br />N F <br />20 <br />18 <br />ib <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />SCALE <br />HORIZONTAL i"=40' <br />VERTICAL 1"=4' <br />0 <br />a <br />z <br />0 <br />a <br />D <br />z <br />O <br />N <br />e <br />kv <br />RYAN CARREL, R.C.E. 61619 I <br />DANIEL ENGLAND, R.C.E. 49016 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3007 <br />DRAWN BY: J. 5. H. <br />DATE 6114105 <br />SCALE: NOTED <br />DI 296-OLDPP <br />CHECKED: KA <br />10 a 296-03 <br />SHEET <br />1 <br />OF 4,5 <br />W <br />` <br />ZCos <br />r z <br />o <br />._, <br />Wo=5- <br />.N <br />o <br />V <br />O <br />Lu <br />U M <br />W <br />V) <br />Z <br />� <br />~ O N <br />V) <br />u' <br />Z <br />- <br />`$o <br />Z <br />C <br />Lu <br />N <br />n <br />kv <br />RYAN CARREL, R.C.E. 61619 I <br />DANIEL ENGLAND, R.C.E. 49016 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp.6-3007 <br />DRAWN BY: J. 5. H. <br />DATE 6114105 <br />SCALE: NOTED <br />DI 296-OLDPP <br />CHECKED: KA <br />10 a 296-03 <br />SHEET <br />1 <br />OF 4,5 <br />