|
Mar'.071
<br /> TE 141
<br /> IK
<br /> IvLITC'
<br /> ,.14 L a. t ,� I ..M r. 9 r v
<br /> h V0. I L A1, 27+75. ALD S A . I STA 31 +16.1
<br /> 1 I j
<br /> ! l v IRTEENTH S ERSECT1 l
<br /> ( 8 t
<br /> = _ TL� N T00 0 '~,'821 1 w
<br /> ,
<br /> 1
<br /> Nt pr
<br /> 4
<br /> � .�.. •. . I n4. .. IT}s.. +�t,MV�lµ .. "... � T , ' r . . n. c �+ • .
<br /> W a
<br /> WA ,.
<br /> 29' 34
<br /> , i 3d' 31'
<br /> - 0 =7v- I=-
<br /> ., x2. •., v n'
<br /> 23+00 24+00 25+00 26+00 27+00 - k8+00 29+00 30+00 `" +00 32+00 33+00 34+00 •+,ki+00
<br /> W k 36y40 36' 36 36'
<br /> . ,.. 1 . . . .� ,--
<br /> '�, �'''' '�-. .. � - �_ ��,.. , - •'sty ,� W
<br /> �y �
<br /> � ,., x
<br /> K «
<br /> CIDVION1'? 3821.1INTERSECTIONe { " 4 , w
<br /> .. . .
<br /> .• �c4 ��.>. rr +.:... L STA 31 +
<br /> "
<br /> 39.94
<br /> 7A
<br /> I Z z I
<br /> THIRTEENTH ST
<br /> °
<br /> 1a I W ~ I Q I I ~I n
<br /> F- a DEPRESSED J p �® r r m e7 m
<br /> w
<br /> (7w I < DRIVE APPROACH
<br /> B I ?z rn
<br /> N W W W - WW M F m Q °' QW
<br /> ¢ ¢ J o I m(n I m¢ REMOV �U Z O I W',.m u) I IM. ¢ J y w A m¢w N ¢
<br /> REMOVE ¢ a a m I wp SHRUB W0 J mW ro IA IY B + m N J zM G FI B Nm >WJ ¢
<br /> 0 TREE w a ¢ ¢ a rn ¢ '0 0 B J ¢N J w ¢a m 0 0 m N N U C7 w C Z N 0.
<br /> I� Q ® w Z Z M. �° f W .96.15 28.50' LT �rn ¢ J Wa N ' W m � N a' �m (a ¢ILN ¢ O
<br /> T 2 z ¢ m. �w 2 0 r, W m p
<br /> REMOVE BUSHES 8 ' m C 8 fp BEGIN HANDICA N zQ t'v w pw n + W • r "t ¢ p
<br /> (�] 2 o O w m O 2 0 W w m w w m z NCE (BY OTHERS) E D RAMP n OLU o p p? 1 °' It H 1 1 (OO :� w`D w L.C)
<br /> m (0 ♦ mm + W WW Z 2 O N
<br /> N o m y w C *D7.15 23' L T N mp m W ; wo " m
<br /> - - �. END HANDICAP E s • ,� CC)
<br /> RAMP - - JZ
<br /> _. A 36 �
<br /> NEW C G -4 S - &_ DRAINAGE 2V 36' 34' DRAINAGE
<br /> �W 4 DRAINAGE SYSTEM 2 CL R/W� - - - . ' : . SYSTEM O 2 SYSTEM 0 4 RJW _ t •`S'`
<br /> W - - -
<br /> B23+00
<br /> -+-- - - r = I -
<br /> 24+00 25+00 26+00 27+DD 8+00 29+00 30+00 31+0 DRAIN E SYSTEM STRUCTION
<br /> r-71�-1 25 36' 4D' GL,G NSTRUCTION 2 �.. _ .,. . . t 33+0 34•h 00 35
<br /> M-•-I 36' 36' . 35' 3 X4,36'
<br /> 3 . . '
<br /> Imo-^ A . NEW C G 8 S
<br /> U� J NEW C G 8 5 I - -2 - - - - - - - - E Q r 7 r , IJP
<br /> a ¢ 31 MULBERRY 2 CURVE TABLE ® FL ¢ ¢ ¢ NEW C G 8 S J ¢a F ¢ F ¢ ¢ w z N = w � ¢ � 2 w
<br /> W t TREES CURVE LENGTH RADIUS TAN DELTA ¢ J a NOTE: RESIDEN ENGINEER 0 w W ¢ ¢ ¢ B w v ¢ _ J < a J ¢ z Cl
<br /> ¢ ® UJ O1 C7 39.39 25.00 25.12 90'15'52" N w a ¢ a TO MAKE FIELD ADJUSTMENT z m w ¢ w - I C I ¢ mm N p o > 0 3 f o p (7 w m. p
<br /> Z ¢ x w w AROUND EXIST G PALM TREE, z J ¢ -� ¢ z N ¢ N I ¢ m z o W w m J ¢ z O w w z
<br /> m
<br /> OLD p C8 23.76 15.00 15.20 90'45'56" 3 z ,� w > o ,a 0 7, 5 v ,a p vi Z Oz o (0 w U
<br /> d ¢ ¢ W N I I Z N w mJ + U ¢ W (� m (n W
<br /> m � w C9 39.39 25.00 25.12 90.17'00" a J a � Z 'W� o Z to 0 ai W O M � C) o w m W + M W W CONS RUCTI N NOTE:
<br /> C10 39.15 25.00 24.88 89.43'00" ° ¢ w m w °' m ,`n I Z z®I m FOR ONSTRUCTION DETAILS AND DRAINAGE DETAILS,
<br /> C11 47.34 30.00 30.22 90'25'00" W O¢w u"'i ¢ SEE HEET 19
<br /> C12 39.09 25.00 29.78 89'35'00" " TRI ET =.m¢rwn ,^a In 1 REM E AND REPLACE IN-KIND KIND EXISTING CONCRETE
<br /> C13 39.40 25.00 25.13 90'17'49"
<br /> I FI 1 ' O DRIV WAY OR SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND
<br /> C14 39.14 25.00 24.87 89'42'11" EX NG E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE)
<br /> O REMOVE AND REPLACE IN-KIND EXISTING A.C. DRIVEWAY OR
<br /> SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING
<br /> E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.)
<br /> OHAND GRWDING UP TO EDGE OF MANHOLE (TYP.)
<br /> 28 OMD J I, of J O 00 � J 0)I- OD 00 -1 M X � ~ � J 00 J re) _J r7 J to LO J M 28
<br /> M � Os 00 J m
<br /> _ 6 N OOH 01 x O) 00 Oi oo x 116 D_ 01 O) N M N m O) a. �' 0; W M LK
<br /> 1') J c6 J O J (p W J I� J JD'1 J 07 J W JU JU Jm JW JW W JO JM J W ^ 0] JLLJ
<br /> � J
<br /> J W 0d Od OD a. 6 oe L, W li W W W W W U_ W W U_ IL W W H
<br /> Ln C4 C14
<br /> 24 W F. J O 1 - LJi V J W J N 03 W �. 01 01 IA tto 0
<br /> ° O O N 00 N N J
<br /> o W tri m E� W L` W cti r7 � dd I� o tri 06 ad Ori o-
<br /> r m 24
<br /> r`7 O 1- n DD N O O r fA 0) N M LO aD + N (D O) N I +
<br /> jr+'
<br /> `� 0 J + U' O 0) (\y O) 01 + + + + + + + + + + + + +
<br /> O.G. 0 CL__N DO O.G. 0 CL M m GD. N - -
<br /> + G� + + U) QTYPE 1 + + _ - - -
<br /> 20 - - - - - - - - - - - - - - - - - - - - + GRATE - - - - - - - - - - - - - - „ - - -
<br /> 20
<br /> FINISHED FL GRADE I - FINISHED FL GRADE IIS g
<br /> 0±32 LF 12" RCP ( 'I 6 LF 12" RCPCC
<br /> 4 OA QWETHLATYPECE EI GRATE I 32 LF 12" RCP 32 LF 12" RCP STYPE 11 CATCH BASIN
<br /> FINISHED FL GRADE
<br /> 6 +70.30 25' LT & RT CONNECT TO EXIST. 10' SD 6 ( +93.13 57.67'LT 26 LF 12" RCP 16
<br /> I
<br /> {�
<br /> 'GRATE €L. -38.6fi _ _ INV 14.671 FIELD VERIFY 0.20% 5 /� -GRAT$ 19.31 _-
<br /> » - - - - - -- @WTYPE- 1 CATCH- BASIN - -� 20% 7 NV 1tF:49 f2 RCP 35%
<br /> - - .
<br /> ~ - - +56.9T 57b4'tfi I +97.89 57.65 LT
<br /> 0 2 - - - OGRATE 18.00 tii TYPE 1 CATCH BASIN -- - lily 13.92 1Q_RCP E_ _
<br /> � - e TYPE 1 CATCH BASIN IL D - G -- GRATE 18.40 _ ___ _ 12
<br /> - - 7 OGRATEI 18A95 H BASIN
<br /> 1 " I 7 C +57.55 57.28'RT
<br /> INV 14.73 12 RCP N +92.89 57.36 LT O INV 14.62 12" RCP OSDMH ©TYPE 1 CATCH E
<br /> INV 14.73 12"RCP E NVA14.80TE .00 ' RCP S +21.54 57.72'RT - + E93 S> 38'L� Lli +99.3 57.TLT +29.22 57.33'LT
<br /> W OOTYPE TYPE 1 CATCH BASIN
<br /> N GRATE 18.95 RIM 19.5± GRATE 19.31
<br /> INV 11.7± INV 14.36 12" RI
<br /> a INV 14.55 12" RCP GRATE 18.40 _ '1 8
<br /> - - _ I
<br /> X11 Nal- 194 10" {2C� E
<br /> w
<br /> - - -
<br /> J_J. J J_- J J - J J J J ¢ J O_' J d' J J d' J J d' J d' J O_' J. _-d' J K , R' O_' J O_' J R' J 0_' J d' J Ix J UC J d' J O_' J d' J d' J I. ~ ~ ~ H H ~ H H H H F IX H r F H H Et H F-
<br /> W F F H F HF� F2 H F F H H H F- H H H H H H H F H H F H H F H H F-
<br /> 4 � J � J J � J d' J J � J J � Cr w' ¢ J d'
<br /> O 't r W Ol W 0 M 00 (p W W w W O m r LL W CO N O m W w rn W W rn 00 M N r 7 N W .O r7 M w N O O m CO n r W W r'1 n N rn O t0 rn ? r O rn Q rn rn t0 4 r7 ap O N N � Op r w t0 ,[1 �
<br /> W 00 00 00 00 rn rn rn O N N N N M M M N O Y Or O N rn r rn c0 0D m r to r W m ? m N m op r rn N O rn O rn O N n C !n N !O M (O Q N O h rp M rn d" O ,D O M N O
<br /> ao ou oti ao ao ro 0o tti of of of Oi of m of Oi Oi of of m of m of of ro of ad m W Ia (o ao ro o0 od m m au W 0 ro ao 0 W (o (o of of of ao of Oi of of m of m of of Oi of Oi m rn m o O; O of o 0 0 0 0 0 0 0 0 0 0 0 'C(
<br /> o, .- N N N N N N N N N N N N
<br /> '-
<br /> �I 22+50 23+00 23+50 24+00 24+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 Ezp. /30/07
<br /> N
<br /> E l CIVIL �\P
<br /> qAF OF C AV\F0�
<br /> c DATE: 06/04/04 TIME:
<br /> 11!48 -m- NO. BY DATE REMSIONS: SHEET NUMBER
<br /> 1 k1 5/24/04 Added depressed drive approaches, lowered west flowline Ste 31+50 to 36+3e " B " STREET IMPROVEMENTS 5A
<br /> SERVER: NONE SERVICE: NONE
<br /> PATH: N:\mt0522\Gadd\lp\ r
<br /> O o DRAW9NG NAME: IP05.DWG COUNTY OF OF 22 SHEETS
<br /> E PLOTTING VIEW: NONE °'"` T°" ` 26 PLAN AND PROFILE
<br /> SCALE
<br /> _d 1-800-227-2600 B E Y O N D E N G I N E E R I N G 1 1 IERncAL: I'=4
<br /> DESIGNER: GET PROJ. MGR: GET AT LEAST TWO DAYS SAN J 0 A Q U I N (STA. 22+50 TO STA. 35+00) HORIZONTAL: I'=40
<br /> BEFORE YOU DIG 302 MERRY LANE, SUITE 20L MANTECA, CA. 96397
<br /> M w CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these ! rgrrNLM( cv�EaBra( 299.299.9089 TEL 209.289. 156 FAX wl •NOLTE.COM JOB NUMBER
<br /> W x plans. All changes to the plans must be in writing and mast be approved by the prepprer of these Plans. PREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 4-23-04 MT0622
<br />
|