My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
S432 - S456
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer S
>
S432 thru S
>
S432 - S456
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/12/2025 8:38:08 AM
Creation date
3/12/2025 7:49:14 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Projects Plans for South Stockton Sidewalks
Limits
Eighth Street: Bieghle Street to D Street
D Street: Loomis Avenue to Thirteenth Street (East Side) and Ninth Street to Eighth Street
Ninth Street: D Street to Pock Lane
Loomis Avenue: D Street to 700 feet west of Pock Lane
Pock Lane: Loomis Avenue to Eleventh Street
Eleventh Street: B Street to D Street
Year
2011
Project Engineer
J. Clary
Roads Worked
Eighth St., "D" St., Ninth St., Loomis Ave.
Pock Ln., Eleventh St.
Red Lines
Yes
Federal #
CML-5929 (215)
Supplemental fields
Classification
Record Drawings
Cross Ref
S432 - S456
Type
Sidewalks
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
'ON 133HS I 83M`d84 <br />I I N <br />J I <br />I <br />Z I� <br />cn <br />i <br />I � <br />I <br />° <br />I <br />I <br />Conform <br />I <br />Sta 9+38 <br />(Ninth St) <br />� 3 <br />I <br />v <br />BCR <br />D STREET <br />Sta 27+30 (30' Lt) Relocate Exist <br />Const Curb Ramp Type A Utility Pole by <br />(See Sht 21 for Details) others <br />BEGIN IMPROVEMENTS <br />�� ■ r �r� ■ ■rim ■ • � ■ ■ W1000 <br />i <br />----------- <br />Sto 27+00 J(D St) � Sta 27+77.87 (D St) <br />Exist EP <br />Ln <br />= Sto 10+nn St) o = Sto f0+00 (Ninth St) <br />-- <br />7(Ninth St) <br />27 <br />-- - - <br />I <br />Sta 26+82 19' Rt <br />26 ( ) <br />0 <br />c, <br />I Sta 27+57 (20' Rt) to <br />28 i <br />Reset Manhole Frame <br />X 3 <br />+ Sta 28+29 (21' Lt) <br />& Cover to Grade <br />FA' - <br />N "` n <br />L <br />o Place 85 L <br />�_ 12"0 RCP (CI IV) <br />Exist EP <br />0 <br />-Ln 3- <br />- `c n <br />11 <br />�--� - <br />i 2 ' <br />M. <br />Z <br />—.—.—.—.—. ----- — , rr, <br />Sto 27+02 (22' Rt) `. <br />Adjust SDI Frame 41 ITI <br />& Grate to Grade:; \ = <br />Sta 27+00 to BCR <br />Sta 27+60 _ _ ECR 16' 16' <br />Const 78 LF CG&S —^ <br />CURVE DATA Sta 27+33 (32' Rt) Match Line <br />CNROVE <br />RADIUS <br />LENGTH <br />STATION <br />BCR <br />ECR <br />5 <br />30' <br />48.12' <br />9+48 <br />27+52 <br />sth st <br />D sr <br />6 <br />32' <br />49.80' <br />27+28 <br />(D St) <br />10+57 <br />9th St) <br />7 <br />32' <br />50.27' <br />10+51.5 <br />(9th St) <br />28+28 <br />(D St) <br />8 <br />32' <br />50.27' <br />30+28 <br />(D St) <br />22+75 <br />8th St) <br />9 <br />32' <br />50.27' <br />22+75 <br />31 +44 <br />8th St <br />D St <br />Assumed Bench Mark Elevation 23.00' <br />Center of Sanitary Manhole Cover at <br />Ninth St do Pock Lane Intersection <br />Station 22+29 (13' Rt) Ninth St <br />Const Curb Ramp Type A S t a 1 0+ 5 7 <br />(See Sht 21 for Details) (Ninth S t ) <br />Sta 27+57 (20' Rt) See Sheet <br />Adjust Manhole Frame & Cover to Grade N o • 10 <br />Invert North Elev = 15.55' Sta 27+57 20' Rt to <br />Invert East Elev = 15.64' Sta 10+73 (17' Lt) on D St <br />Place 55 LF <br />12"0 RCP (CI IV) <br />711 <br />co <br />Sta 28+29 (21' Lt) <br />Const 18"0 SDI <br />Grate Elev = 20.36' <br />Invert Elev = 16.60' <br />0. 30' AC <br />0.55' AC Base <br />Sta 27+22 to <br />Sta 30+60 <br />Const 377 LF CG&S <br />Sta 28+29 (21' Lt) to <br />Sta 29+00 (19' Rt) <br />Place 84 LF <br />12"0 RCP (CI IV) <br />ch_ 29 <br />■Mtwrrwr r� a- =��a ia 41 a <br />Sta 29+00 (19' Rt) - <br />--- Sta 28+00 (32' Rt) Const Type I Curb <br />i Const Curb Ramp Type A Inlet Catchbasin <br />(See Sht 21 for Details) Grate Elev = 20.57 <br />+ 1 Invert Elev = 17.05' <br />7 <br />tter Lip <br />Const (D Street) _ <br />R/W (D Street) <br />of Walk <br />Relocate Exist <br />Utility Pole by others <br />Sta 30+50 (30' Lt) <br />Const Curb Ramp Type AA <br />(See Sht 21 for Details) <br />Fence to be <br />Relocated by others <br />—----—-- <br />Gutter Lip <br />N <br />S T R E E T o <br />30 <br />001-Conform 0 Exist <br />Gutter Lip <br />sQi <br />4 <br />4' 0 <br />rtwb <br />Sto 31 + 12 to <br />Sta 31 +49 <br />Const 55 LF CG&S <br />Match Line <br />® ECR <br />S t a 2 2+ <br />7 5 <br />Sta 31 +22 <br />(30' Lt) <br />/ <br />(Eighth <br />St) <br />Const Curb <br />Type A (See <br />Ramp <br />Sht 21 <br />See_ Sheet_ <br />No. 8 <br />for Details) <br />r. <br />° <br />E R 24' <br />2�4� <br />BCR � <br />_ <br />� <br />" <br />+ 0 <br />R/Ws <br />0 <br />� 3 <br />N <br />9 ( <br />� <br />I <br />/ <br />i <br />-- - -- - - <br />- <br />- -L- - - - <br />- ems- -- <br />Sto 23+00 <br />�;' Const <br />(Eighth /Street) <br />0 <br />M <br />N <br />- <br />Approx Right <br />' <br />0 M <br />+ <br />of Way Limits <br />i <br />RO <br /># w . »,, w w. u P a Swxi �Bk M <br />k a . ,- e5 <br />.: � , ffir .. . .... <br />`-Back <br />of Walk ;0 c> <br />�" \ <br />X 0 <br />+ <br />Exist CG&S <br />Sta 27+96 <br />to o <br />N141I <br />w Cn <br />to remain <br />1 <br />Sta 29+58 <br />Cn 01 <br />Const 185 <br />LF CG&S <br />� <br />II <br />ad Approx Right <br />of Way Limits <br />` <br />II <br />County of <br />city Of <br />II <br />San ,boa uin q <br />Stockton <br />- II <br />II <br />II <br />II <br />� <br />wl <br />II <br />II <br />I I <br />3 1 � <br />VIlTI e� Exist Gutter <br />Exist <br />Sta 30+86 (D St) <br />Lip v <br />= Sto 23+27 (Ei hth St) <br />— — — — <br />-------------- <br />— — — — — — — — — — — — - <br />i <br />i <br />D STREET <br />Alignment <br />Sta Point ► <br />END <br />IMPROVEMENTS <br />30' <br />30' <br />Con arm <br />I I <br />I <br />Sta 23+80 <br />(Eighth St) <br />I I <br />I <br />1 <br />II <br />I <br />II <br />II <br />I <br />I' <br />II <br />I <br />II <br />I <br />U) <br />r *l <br />I I <br />I <br />fTl <br />� <br />II <br />I <br />�I�ESS/p� <br />= <br />I <br />I I <br />No.38465 <br />Peter D. Martin <br />Registered Civil Engineer <br />+00 + 60 End +78 <br />Sta 26+60 CL=22.08' FL (Rt)=20.24' CL=21.37CL=21.33' Const (D Street) Exist q Grade <br />Conform IP Ninth St IP Ninth St <br />+28 GB +28 Hi Pt +83 GB <br />CL=21.15' FL (Rt)=20.84' CL=21.15' CL=21.40' CL=21.20' Sta 31 +56 <br />IP Eighth St Conform <br />iL <br />-f <br />- - - - - - - - - -0. 4 <br />-0.45% + %' - — - - - - - <br />11 �� <br />9' <br />It <br />� 1 _- fin' - _ ••• `y 1.25% _ .25 0 25% _ -- -. _ �Z - <br />i +22 Start- <br />' �I <br />20 III 'il' FL (Lt)=20.96' I i -__ -__ __- - --- --- --- --- 0 i 20 <br />LJ <br />'I I I FL Lt-20.80' ' ' <br />I t'�� +53 GB I 1 +57 End ( ) I <br />Start FL (Rt)=21.65' i i (Lt)=20.74' F + 0 97 gin +29 FL (Lt)=20.46' FL (Rt)=20.67' FL Lt=20.60' FL (Rt.)=20.81' +58 FL (Lt)=20.72' � �'� +28 HP +60 End +14 Start +53 End <br />L t 2_ ,59 ( )FL FL Lt =20.71 FL Lt =20.65 ._ FL Lt =20.54 . _ ..... ._ <br />Exist SDI 1 1 FL (Lt)=20.57' <br />i <br />1 1 1 1 I I <br />Exist SD Manhole-4 1 <br />J L J <br />1 1 _ <br />Exist SD Manhole—►i i CB10 <br />I I $j�4 Exist SDI <br />_.. _ <br />12"0 RCP 12"0 RCP <br />15 i i l i (CL W) (CL IV) <br />15 <br />Exist 12"0 Storm Drain " <br />_Fo�3o jir <br />Cu Exc 48 185 230 145 118 87 813 <br />s Emb 0 <br />0 0 0 0 0 <br />0 Total <br />Sta 26 27 28 29 30 31 Sta <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Vertical Scale o 2 4 D STREET SOUTH STO C KTO N SIDEWALKS SHEET TOTAL <br />JA COUNTY OF SAN JOAQU I N In Feet NO. SHEETS <br />�� Feet <br />�une 2011 7�Zz�l / ��� —�%/?L/�, HorizontalnScale <br />o 20 40 PLAN AND PROFILE (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 9 25 <br />FILE NAME I DRAWER SHEET No ACAD REVISIONS DATE <br />
The URL can be used to link to this page
Your browser does not support the video tag.