HomeMy WebLinkAbout6.2-5950 1 2 3
RpFESSlO
DEAN R F
DRAINAGE
GUTTER RE I S TERED Cl Vl GIN ER ry w
C 46803
—PROPERTY IN E *
L Exp. 6 -30 -07
R.O. W. Cl TY OF BAK R
VARIES VARIES � � � E SFIEL D �
-9 j. CIVIL ----- NNW- TOP OF CURB 1501 TR UX TUN A VENUE F 0�
EXIS TING GROUND EXISTING PA VEMEN T OF � �F
BAKERSFIELD, CA 9330 cg
-
EXISTING EXISTING GROUND
, REVISIONS,
SMOO TH
No. DA TE DESCRIP TION
.. •';: .. GRADE
w ' • •`� ' •• � PARKWA Y RE VISION DUE TO RE VISED L OCA TION
VARIES
DESIGN WATER SURFACE •' ' • t
� 2/20/2006 OF PROPERTY LINE
8'— 10' EL = 371.57 �•� • EXIS TING EDGE OF PA VEMEN T
MATCH EXISTING EP 6
WHERE DRAINAGE GUTTER IS REVISION DUE TO A DDI TION OF FEN CE
AD JA CENT TO PA VEMEN T low VAR /ES 2 02/1 3/2007 AND RESHAPING THE SUMP DEEPER
—7 7 8 0
BOTTOM OF CURB OR
or
OECTION f3s�f3
TOP OF SUMP 4
EL= 372.07 EL. VARIES
NrO TOP OF SUMP
370.07 TO 369.57 EL = 372.07
EL. VARIES
STA I3+29.64 ti 169.40"L T STA I3f3.3.75 � X53.60 L T
370.07 TO 369.57
4: SLOPE ANGLE POINT OF TOP OF SUMP ANGLE POINT OF BO T TOM OF SUMP
PROPER T LINE
EL = 370.07 4: 1 SLOPE
EXIS TING GROUND
EC7'10N A eampA Bo T TOM OF SUMP EAST EDGE
REMOVE EXISTING FENCE CURVE DA TA ,
R= 2063 FT
NrO
L = 1 . 1 � 833 DESIGN WA TER SURFACE
errs
4= 05 05
A o 8
09 EL = 371.57
CONSTRUCT 145 LF CHAIN LINK FENCE
WITH WOOD SLATS PER Cl T Y STD D-12
�A CONSTRUCT 170 L F CHAIN LINK FENCE
170
WITH WOOD SLATS PER Cl T Y STD D-12
+ TOP OF SUMP
EL = 372.07 EL = 370.07
145'
EXCA VA TE DR A GE SUMP
N py Wl TH 4: 1 SIDE PES
CONSTRUCT 20 L F CHAIN LINK FENCE 4: 1 SLOPE
WITH WOOD SLATS PER CITY STD D-12
BUR /ED PHONE LINE 19
0
CTION Ow�O
+
Q
3'
NrO
CONSTRUCT MOUND A ROUND SIGN olvs rRUC T PAD CONSTRUCT DRA /NA GE CURB AND GUT TER AND PA D
32 @ 4:1 SLOPE DOWN FROM TCH Bo Troll El THER WI TH ASPHAL T CONCRETE OR POR TLANO CEMEN T CONCRETE.
16p OF SUMP
D EX /STING GROUND AT POLES THIS PORTION OF THIS IMPROVEMENT I
S TEMPORA R Y.
IT WILL BE REMOVED WHEN A DESIGN HAS BEEN PREPARED
TOP OF SUMP EL = 372.07 ,
28 FOR STANDARD CURB, GUTTER AND SIDEWALK.
6 '
D C
X... • ..
••
mmmm�— IN
DESIGN WATER SURFACE Will CEN TERL lNE CURVE DATA:
or • •
• R= 2000 FT
— goes • EL =37/.57 •�. '•�•
• • L= 643.63
•••• .• — OWNS 18 0 26 IO
CONSTRUCT 187 L F CHAIN LINK FENCE waft
Wl TH W000 SLATS PER CITY STD D-12
B
CONSTRUCT DOUBLE I2' GA TES PER CITY STD D— I3
13+00 14+00
10+00 •.,
z SCALE: 1 "'-20
------ PL-
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LQ
EDGE OF PA VEMEN T EP rN, r
CL
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L% I Q co J I�
W LO
W �. II � � � � O N � et- j p
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II O X�
2 + �s- A�
93 k, ;!� d U) N- --: N :-Zi- '*�
LQ
OUTH CHE AVENUE
Q Q o J Q
z
Q
CITY BA IFORNIA File Name: South Ch es t wr Sump Drawn: C. WALKER
PUBLIC WORKS DEPARTMEN Job No.: E5K101 Engineer: C. WALKER
DRAINAGE IMPROVEMENTS sHEE T ND.
T g
Date: OCT. 25, 2006 Ch ecked ' B A. RAMMING SO. CHESTER A VENUE -- X280' SOUTH OF PLA 2 OF 2
y NZ :ROAD
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