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B389 - B410
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Large Plans - LP
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Drawer B
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B389 - B410
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Last modified
1/31/2025 8:36:16 AM
Creation date
1/22/2016 11:00:05 AM
Metadata
Fields
Template:
Large Plans - LP
Project
"B" Street Improvements
Limits
Ralph Avenue to Charter Way
Year
2002
Roads Worked
"B" St.
Red Lines
No
Federal #
CML-5929 (130)
Supplemental fields
Cross Ref
B389 - B410
Type
Improvements
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(MIN. 4' CONCRETE) <br /> r rn J 'n m y m m C7Q N Q O 0 (n <br /> Q Np q o w Q m m q m ao q m �. o, UU ,n p o m x I a I O2 REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR <br /> w q zz I (/� 'a O oQ w Q tO U _ U oumgcwi� '; m nw I Z SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING <br /> m Nrn ¢ 'n " x w¢w m "' ti m � w 1p `" OD Q I• rn = Q - E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.) Q <br /> a N m 0 A m F-01 "' q - C7 m ¢ ❑ iv m OIx <br /> z ¢ + °J B MZq o w (O o '? m m1O w ~ U 2 a Q 33 HAND GRINDING UP TO EDGE OF MANHOLE (TYP.) <br /> N wW O m q WC7 1 o ww o z W + w « � <br /> m � z n m w I NEW m (n « w WI NEW EXIST. ) I 00 <br /> C G 8 S - _ �} C G & S Z C G 8 S / -. .- - - <br /> c/� W E <br /> - RAINAGE _ �� 44 PLANING PLANING 44' <br /> W x D <br /> O - - - - 34 2 5' TYP. CL R W ADJUST EXISTING 5' TYP. <br /> 1--1 -25' CL R/WW 1 _ FENCE C 44 pENOOATE CONCv STEPS I� - - - - - - MONUMENT TO GRADE <br /> z / � <br /> 00 CL CONSTRUCTION 48+00 ' 49+00 REMOVE 50+00 51+00 PLANING 52+0 0 53+00 DRAINAGE 1754+00 55+00 56+007+00 58 <br /> HTy W TREE 24. s' TYP. 16 DRAINAGE E 2 SYSTEM CL CONSTRUCTION x <br /> U $ ' QDRA y 36' 2 36 - -� C� <br /> C/� DSYSRA - a .. . L -i <br /> 2 <br /> - U cn <br /> 2 \ AIB 2 q IST, n q 2 - ¢ NEW C G 8 3 2 q 2 <br /> • ¢ ¢ a C G S S T in N N q <br /> F- N N Q m F N N <br /> w Q h- N V- W O z p` in N M <br /> e a z m q a? p <br /> 01 N w m D E ` q M2 ¢ � � `r "' I ¢ ,np 0 v ¢ J <br /> Z v q m e I Z 1� Im w o w m x REMOVE CURB I W a4 w '' N w <br /> CURVE TABLE @ FL <br /> o w w m m o �, I 0 1,3 a + m 7 w a GUTTER FOR I I. CO m mmCURVE LENGTH RADIUS TAN DELTA <br /> + m 0 w o 'OCL z HANDICAP RAMPzMz <br /> ZI p ,�, ' C25 47.31 30.00 30.18 90.21'00" <br /> 0 (�. m g m rn o © Q (EIGHTH ST) ny :' U C26 40.65 25.00 26.42 93'09'47" <br /> ® I� z `: w � ;' m C27 46.94 30.00 29.82 89'39'00" <br /> w w (SEE SHEET 10) C28 47.31 30.00 30.18 90.21'00" <br /> I I I <br /> MOO C29 47.31 30.00 30.18 90'21'00" <br /> C30 46.94 30.00 29.82 89.39'00" <br /> B STREET C31 47.31 30.00 30.18 90.21'00•' <br /> n F- � F-- O F- (O H O I- M F- F- J O F' <br /> F- M F- O F- O F- O F- O F- O F- c0 F-- J O J 00 0_ M J M � N J n �,x � r. 4' 28 <br /> 28 J h <br /> Of (0 J OD � (D J (0 0_ r- J f, BE c6 OD J <br /> aa - �' 01 K 00 X O O' (n D1 X r- 00 L� Co <br /> OO U U U � U 00 U DID U U (.2 F-c6 0 J m J W J m J m J W W lJi U LJ x J (7 <br /> J BE J ED W J LLL J m J m J W W J 11 ty - - W W W L. W W <br /> li li L� li W _ _ <br /> li W � li. � � m n m = M <br /> T OW F- N 0) N m U N ^ (O H L0 24 <br /> DJ 07 OD m V (f'J 4 L6 ON Z X I 06 to M ((0 (N0 OD M Q 11) <br /> h h O O d' + + + LU + + + + + + + + + <br /> _ O.G. - _ -- _ - - - - - - <br /> 20 <br /> �- - - - - - - - - - - TYPE 1 GRATE �� 0 <br /> � +87,27 25'RT FINISHED FL GRADE <br /> 32 LF 12" RCP FINISHED FL GRADE it r, 1 FINISHED FL GRADE I! IIS GRATE 18.63 <br /> C <br /> 16 _._ -_1 1 --'�{I _... - _._._. _._ ___. - J it - ---_ -__ ---- -- -_ -_- -- --- - I� I -E �V -- -- --._ - _..- - - --. --_ --- - __ - __- __ --__ _.. __.. <br /> 16 <br /> INV MATCH EXIST PtP <br /> A TYPE 1 �� Y_ U BQ TYPE 1 CATCH BASIN RT __ - 1' 1�- QTYPE T"CATCH _BA-STN iI <br /> - - _- � _ _ __ - +35.95 57.68'RT --- _III __ - -- -- -- -- -- - - - - - - --- - - <br /> i <br /> w 2 �0 CATCH7 BASIN 'LT -' -- <br /> d <br /> � If +45.44 57.68' LT II GRATE 18.74 12 <br /> r <br /> p GRATE 18.52 QTYPE 1 GRATE 18.52 - _ INV MATCH EXIST PIPE INV <br /> CATCH BASIN INV 10" RGP MATCH EXIST PIPE 15.87 <br /> a - GRATE 18»52 @TYPE 1 CATCH BASIN RT a --- �� - - - - --- - "�--- "- - <br /> MATCH EXIST INV 131± <br /> 8 +44.77 57.3'2' RT -" 8 <br /> INV CB MATCH EXIST 13.1 t GRATE 18.52 <br /> +09.44 57.32' RT <br /> CIS INV 12" RCP 14.5 <br /> X <br /> 4 PROFEE <br /> (O 7 Q O O tb a] w w rn r w M rn, w N 1' N O) ,D N) O M lD O n O N N M N O O w w w M O N N Q n m i0 O <br /> p� 0 a0 1' 00 1' r r r a0 W O) a0 rn M O rn O 0 O N NJ N N N O O N (D O N � < w (O a a M N O O OJ rn a] W <br /> m <br /> 0. <br /> E <br /> co m o6 (d ao ao o6 ro :6 co od m ao oo m oo ad rn a6 of of rn Gi of mExp. 6/30/07 <br /> ai m ai of m of rn of o0 od <br /> rn of m m 00 tti rn on m m m rn od a6 <br /> 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 �T9r CjV11" <br /> f OF CA��F <br /> LJ <br /> a <br /> W SHEET NUMBER <br /> DATE: 04/22/04 TIME: 2:35 P.M. NO. BY DATE REVISIONS: <br /> o SERVER: NONE SERVICE: NONE " B " STREET IMPROVEMENTS 7 <br /> E` PATH: N:\mtO522\Cada\lo\ COUNTY OF OF 22 SHEETS <br /> SCALE <br /> Qo DRAWING NAME: IP07.DWG DIAL Tau FREE PLAN AND PROFILE AL: <br /> W PLOTTING VIEW: NONE 1-800-227-2600 SAN J O A Q U I N B E Y O N D E N 8 1 N E E R I N O HORWON I'=a <br /> e DESIGNER: NONE PROJ. MGR: NONE AT LEAST TWO DAYS <br /> (STA. 47+00 TO STA. 58+00) HORIZONTAL: =40 <br /> N BEFORE YOU DIG 902 CHERRY LANE, SUITE 201, MANTECA. CA, 96997 <br /> M CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these H� � w 2001 TEL 209.299.4188 FAX WWW.NOLTE.COMPREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 4-2 <br /> JOB NUMBER <br /> L[ x plans. All changes to the plans must be in writing and mast be approved by the preparer of these plans. 3-04 MT0622 <br />
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