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'ON 133HS I Z13MV80
<br />u
<br />0, 30' AC
<br />Over 0.50' AC Base
<br />I I
<br />� I
<br />I CURVE DATA
<br />x I CURVE STATION
<br />NO. RADIUS LENGTH BCR I ECR
<br />10 25.5' 34,62' 3+30.5 3+55,5
<br />11 1 25.5' 1 34,62' 13+92,5 4+17.5
<br />Place AC (Mist Areas) I I Place AC (Mist Areas)
<br />at End of CG&S Con o� m I at End of CG&S
<br />See Detail Sheet 21 t I See Detail Sheet 21
<br />Ix 3'
<br />II I I Sto 3+95 (45' Lt)
<br />I +54 +54 Adjust SDI Frame
<br />(; Sta 3+51 47 Lt -
<br />U) Const = 'c R/W ( ' ) x I & Grate to Grade
<br />I c o Sto 2+48 (17 Lt) Adjust SDI Frame
<br />( j I Const 18"0 SDI ; & Grate to Grade o I Sto 3+93 to Sto 6+00
<br />\ + ° X o Sto 0+71 to Sta 3+55 i Grate Elev = 19,13' "
<br />\\ 3 Mo + Const 294 LF CG&S Invert Elev = 15.63' Sta 4+00 (Lt) Const 218 LF CG&S
<br />i Sta 3+48 (Lt) Const Type A
<br />03 Back f Walk
<br />Ramp
<br />_Const Type A Ram /
<br />ao Ram
<br />p+ -+
<br />Nx , ?
<br />+ +
<br />xx -- --- xNUl V mm �07 x x x x x x x °n 0 n
<br />-
<br />� x
<br />- - ---
<br />- sn1> - - 10-
<br />oo Sto 2+48 (17: Lt) to fh I I o M
<br />I+ o rn utter Lip Sta 2+55 (17 Rt) Sto 3+74 (11 St)
<br />- �I E L E V E N T H - Pla c RCP LF
<br />cl Iv = Sto 5+00 (Laurel St) S T R E E T
<br />�-I- - 8 _ t - - -- - 2 - -- 3 - s 4 - 5 --
<br />cr I F-----c------------------------------------c------------------- A �--------c--------------- -7---- - - - -c-
<br />a, utter Lip
<br />I--- G------------ MSD3� MD4
<br />� STU
<br />-
<br />�- x x
<br />a
<br />�w'. ..�id�«wes ..zrd«" ., ,..,,�.�., :W .: dam .: `}5 ` e5aa Ya�.m ,.. , x Y
<br />m
<br />low xo +
<br />L.
<br />C Back of Walk a, y, i �, Relocate Water ! o
<br />03 � Relocate Exist Sta 3+48 (Rt) Meter by others
<br />/I Wo Utility Pole by Sta 2+55 (17' Rt) Construct Type B
<br />others (Typ) Sta 0+64 to Sta 6+00 Const Storm Water Treatment Unit Ramp ;
<br />Const 536 LF CG&S ( ,
<br />i (See Sht. No.' 22 for details) i Sto 3+90 (17 Rt) i Sto 4+61 (17 Rt)
<br />Connect to Exist Storm Drain Sta 3+20 (17' Rt) Const Mod SD Manhole (Type 1) Const Mod SD Manhole (Type 1)
<br />Grate Elev = ;19.45' Adjust SDI Frame with 24"0 Frame & Grate with 24"0 Frame & Grate
<br />Invert Elev Nojthwest = 15.13' & Grate to Grade Connect to Exist Storm !Drain Connect .to Exist Storm Drain
<br />Sto 3+77 (4' Rt) Grate Elev = 19.61' Grate Elev = 19.57'
<br />Reset SS Manhole i Invert Elev = 13.27'
<br />ELEVENTH STREET ' Frame &°ver
<br />i to Grade
<br />i
<br />BEGIN IMPROVEMENTS
<br />Sto 5+83 (17' Lt)
<br />Const 18"0 SDI
<br />Grate Elev = 19.64'
<br />Invert Elev, = 16,14'
<br />6"W(Ac)
<br />Sta 5+83 (17' Lt) to
<br />Sta 5+78 (17' Rt)
<br />Place 35 LF
<br />12"0 RCP (CI IV)
<br />�00
<br />I
<br />Sta 5+78 (17' Rt
<br />Const Mod SD Manhole (Type 1
<br />with 24"0 Frame & Grate
<br />Connect to Exist Storm Drain
<br />Grate Elev = 19.66'
<br />Invert Elev North = 15.64' j
<br />I'✓ / Q
<br />(D n
<br />(D 3
<br />(r
<br />rn �' :'
<br />I (D CD
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<br />i!d +
<br />0
<br />0
<br />I No. 38465 *'
<br />Peter D. Martin
<br />Registered Civil Engineer
<br />Assumed Bench Dark Elevation=18.66'
<br />SD Manhole Cover at SW Comer of Eleventh and t - - - _ - - - - - - -
<br />L=19.93' +50 +72 GB L=20,02'
<br />Station 0+41 (15 Rt) I CL=19.97' Const FL (Rt)=19,68' +23 +42
<br />_ . +72-_ CL=20,56 CL=20.55 +83 -
<br />+91 GB +00 GB +48 +70 +34 Hi Pt +55 LP +47 +74 +15 CL=20,19' CL=20.23' p
<br />FL (Lt)=19.04' CL=19.49' CL=19.75' CL=19.88' FL (Rt)=19.68' R - 9.55' L=19.95' CL=19.95' CL=19.97' CL=20,03'
<br />2�� 0� ��.,,� IP Laurel St _ - _ - - -
<br />h Conform +71 + 19 _ _
<br />_ -0, 78% (D 7
<br />Sta 0+53 CL=18.95' CL=19.57' -' FL 5 Rt �= 9.75' 0.287. 0 73% -0.05% o
<br />20 CL=19.01 ' - - -0, 03% 0.08% I 0,18% 07%' ( )___ 5q , t q
<br />-... _
<br />oo g-
<br />_.Q �4s
<br />o P
<br />,
<br />+42 Hi t
<br />_ _ ,, .. -Q.�4s - _ _ - _
<br />I � � ... ...-..••-- �2?s- 0.199� , i - - +23 Hi Pt ,
<br />+19 GB +70 Hi Pt +48 ? I I +35 GB +62 FL Rt)=20.11' FL (Lt)=20,17 (D
<br />+83
<br />FL (Lt)=19.13- FL Lt =19.46' FL Lt =19.23' FL (Lt)=19.48' FL Rt =19.67- FL Rt = 9 6'
<br />c) c_ �- 1 - O-
<br />B ,
<br />0 +19 +97 GB
<br />FL
<br />(Lt)=19,07 FL (Rt)=19.01' FL (Rt)=19.49' FL (t)=19.61' +31 GB FL (Lt)B 19,27' +35 GB O
<br />- - ; - L (Rt) 18,89- FL (Lt) 19,08 +55 - - FL Rt =20,00 M.
<br />11 � -
<br />+91 GB +87 Hi Pt s
<br />End FL (Lt)=1 i�,88' +93 +83 (� -�'
<br />I I +71 FL (Rt)=18.83'
<br />FL (Lt) 19.32' Exist SDI
<br />Start FL (Lt)=18.86' FL (Lt)=19.74' SDI16
<br />( Begin FL (Lt)=18. 7' I Ij xist 18"0 Storm Drain
<br />Exist SDI
<br />--1--- I I +64 SDI 15 I 1 ------
<br />- - - - - 15
<br />BeBeginL Rt =18.40 12"0 RC ----------- ----- ----------------------- -------
<br />I
<br />- _ - - - -►- y
<br />`I -- -- ---_ i 12"� RCP
<br />Exist SDI (Cl IV)
<br />-- _
<br />-----------
<br />_------ - - - - -----------
<br />i°
<br />`z -_- - - - -
<br />Is-------
<br />1�xist 18"0 Storm Drain TREATMENT UNIT
<br />----------- --- I I MSD4
<br />I ------- -
<br />-
<br />.-
<br />- _ d
<br />- - - - -- STORMWATER _ _ - ., I - MSD3
<br />-
<br />_ Exist SDI
<br />10 ' ( Exist SDI
<br />_--- - Est Sewer
<br />Cu Exc 68 177
<br />191 201 183 176 996 Total
<br />Yds Ernb 0 0 0 0 0 0 0
<br />STA. 1 2 3 4 5 6 Sta
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 SHEET TOTAL
<br />J• ' a - COUNTY OF SAN JOAQUIN in Feet ELEVENTH STREET SOUTH STOCKTON SIDEWALKS NO, SHEETS
<br />C- 12/ 10 7�zz�if �� ��� ,. 7lZ z��i Horizontal Scol U 20 �° PLAN AND PROFILE (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street)12 25
<br />FILE NAME DRAWER SHEET No ACAD REVISIONS I DATE
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