HomeMy WebLinkAbout6.2-487 Record Drawingc
n
l
�?
rn
CIO
j rn Z _
\\ cdLn
� � --
�
20+00
J �
Q 1
w
0
364
J60
356
J52
21+00
— —I
S
(10
Lr)
Q;
�C
o
i
O
II
Lo
II
F
N
,
?
+
N
?
22+07
S 89 2-
"E
S S
- WV - --
d5('3
co
co�
AU_,
�
NLr) I
NLo
cN Lc)
Z
II
Z
u
Z
EXIS TI I
G CURB
AND GU T TER I
T YP.) ,
I
v
— l /(,, T
O
<Lr)
�_
Qk
'
f.
U
Z
Q) 'I .P
4 .00
M.H.
i N
! WVCQ
N !,
O
II
Z
Z ? I
f
CL OF TREE AND Q OF CON TRUCTION
INVERT ELEVA T/OA A T PROPERTY LINE ( YP)
CLARA COURT
EXl TING
SIDEWALK ANL F
(E
(TYP.)
I
�
J
O
L
{
O (il
Q
Lo
Q�—
_V
23+00
S
— IR
— —
L
GAS
24+00
7'7f- 7--
�� cr)
�m 10 0
v ,v
a
Lo
Qr-
114-
+
20 21 22 23
� *
= 24 ;
::�
o
v
14 —
o
EXIS
NG GRO
D PROFILE
@ S
WER
Zj
541
��Q�0
GP�PO�
G � \� Q�
I
\5.��1 ���
' = 360
25
�9Cli,�F
VJ
31--
G
--- --
6
{ — --
= 0.5
- - -- - -i
{ S=0.5
.
I
1
s
-
NO JOINTS
INSEWER
WI TH4N
4' OF
WATER LIME
6" SEWER
PlP
f
i
INS
LL 387.82 L. F. 6" S
WER SEWS
PIPE
INSTAL
150.00 L.
6" SE
{
SEWER PfE
CLARA COURT
tv
M.H.
G
1
OOESS/0Nv
��O pRE D.
REGISTERED CIVIL ENGINEER C 33710
Exp.6-30-02
CITY OF BAKERSFIELD `sue �P
1501 TRUX TUN AVENUE qTF QF(CAl
BAKERSFIELD, CA 93301
J68 Ro
M
HOR. SCALE: 1 "=30'
364 / 6100 VER. SCALE.' 1 "=3'
d.
CONSTRUC 1I0N N c S:. -
1. SEWER LATERALS AS SHOWN ARE APPROXIMATE.
J60 FINAL L OCA TION TO BE DETERMINED IN THE FIELD
BY CITY OF BAKERSFIELD AND PROPERTY OWNER
2. SEWER LA TERAL MARKERS AND PLUGS TO BE INSTALLED PER
C.O.B. STANDARD, SW-1, OR AS DIRECTED BY CITY ENGINEER
3. CONSTRUCT TYPE 'A' MANHOLE PER C.O.B. STANDARDS
356 SW-4 AND SW-5
4. TRENCH BACKFILL TO BE PER ' C.O.B. STANDARD ST- 2 2
5. PA VEMEN T PA TCH TO SE PER SPECIFICA TIONS
6. CONTRACTOR SHALL PROTECT EXISITING CURB AND
352 GUTTER, SIDEWALK, DRI VEWA YS, FENCES, IRRIGA TION
SYSTEMS AND LANDSCAPING.
DAMAGED EXISTING FACILITIES SHALL BE REPLACED
AT CONTRA C TOR'S EXPENSE (SEE SPECIFICATIONS)
File Name: E1K002—Gwndln—swr Drawn: S. LOWE C. WALKER GWENDOL YN STREET AREA SEWERS SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: ElKO02 Engineer C. WALKER CLARA COURT
Date: May 15, 2001 Checked By. J. HOLLADAY SEWER -
PLAN AND PROFILE 2 OF 7
-Uk�
x
rid Q
CO
`1 N ,31
ff
t 1 +00
x�
t
x
Q) Q)J Op
Q)
�/ cv
Q \
CAS SAS -A GAS -- (Jl, --
18+00I S 8 ' 23' 39 " E 19+00F 20� 00
I 21 +00 1 + 8 �`
3 S M. �' S M.H. I
1= W
- CID `O j I o - �, In Q
+ � 1 I `I °' o °' I i� � ` C
1 N o
II II ; II � II � r I � �
-- ,
V30
..` O ( I
Ci
I
r EXISTING CURB AND GUTT (TYP.)
I^ x
•
J64
J60
J56
J52
CITY OF BAKERSFIELD, CA L IFORNIA
<L
I EXISTING SIDEWALK ANDFENCE (TYP.) _
z �.v 1 � -0 6
{ O
0
LO
CQ it
? °' ?— � 0 p
II ! I
� I
CL 0 STREET AND i CL OF NS TR� C TION 2 i I
i
ERE A WA Y INVERT ELEV I TION A T PROPERTY Ll E (TYP) I
TERESA WA Y
PUBLIC WORKS DEPARTMENT
ile Name: EIK002—Gwndln—swr Drawn: S. LOWE C. WALKER
ob No.: EIK002 Engineer: C. WALKER
ate: May 15, 2001 Checked By J. HOLLADAY
QRpFESS/ONE
iCD
REGISTERED CIVIL rNGINEER C' 33710
* Exp.6-30-02
CITY OF BAKERSFIELD �`r
1501 TRUXTUN A VENUE qTF CI V ��' p��
BAKERSFIELD, CA 93301 OF CA0
R9
0
HOR. SCALE.- I "= 30'
VER. SCALE: 1 "=3'
CONSTRUCTION NOTES:
1. SEWER LATERALS AS SHOWN ARE APPROXIMA TE.
FINAL LOCH TION TO BE DETERMINED IN THE FIELD
BY CITY OF BAKERSFIELD AND PROPERTY OWNER
2. SEWER LATERAL MARKERS AND PLUGS TO BE INSTALLED PER
C.O.B. STANDARD, SW-1, OR AS DIRECTED BY CITY ENGINEER
3. CONSTRUCT TYPE 'A' MANHOLE PER C.O.B. STANDARDS
SW-4 AND SW-5
4. TRENCH BACKFILL TO BE PER C 0. B. STANDARD S T - 2 2
5. PA VEMENT PA TCH TO BE PER SPECIFICA TIONS
6. CONTRACTOR SHALL PROTECT EXIST TING CURB AND
GUTTER, SIDEWALK, DRIVEWAYS, FENCES, IRRIGATION
SYSTEMS AND LANDSCAPING.
DAMAGED EXISTING FACILITIES SHALL BE REPLACED
AT CONTRACTOR'S EXPENSE (SEE SPECIFICATIONS)
GWENDOL YN STREET AREA SEWERS
TERESA WA Y SEWER - PLAN AND PROFILE
SHEET NO.
30F7
!r i
i
I
L
J �+ Z
1: o
z Q
+
t H. Slam
�-
wv �
8. Jf
\ � � M.H.
i
.:
e
J64
J60
J56
J52
•
CITY OF BAKERSFIELD, CA L IFORNIA
EXISTING SIDEWA K AND FENCE (TYF
I
N N �
Lo p
i
TING LIVE SEWER
TV
CL OF S TREE AND Q OF CONS
INVERT ULEVA TION A T PROPER Tj LINE (TYP) --�
FAIRVIEW ROAD
FAIRVIEW ROAD
PUBLIC WORKS DEPARTMENT
File Name: E1KO02—Gwndln—swr Drawn: S. LOWE C. WALKER
Job No.: EIK002 Engineer. C. WALKER
Date. May 75, 2001 Checked By J. HOLLADAY
i
J
m
Q
X
W
o
! i
z
d-
H.
h,9.07
00ESS/pNq
ooRE D , �y
REGISTERED CI VIL ENGINEEROf C 33710
* Exp.6-30-02
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF OF(CA��F���
BAKERSFIELD, CA 93301
HOR. SCALE: I "= 30'
VER. SCALE: ) "= 3'
CONSTRUCTION NOTES.,
I. SEWER LA TERALS AS SHOWN ARE APPROXIMA TE
FINAL LOCATION TO BE DETERMINED IN THE FIELD
BY CITY OF BAKERSFIELD AND PROPERTY OWNER
2. SEWER LA TERAL MARKERS AND PLUGS TO BE INSTALLED PER
C.O.B. STANDARD, SW-1, OR AS DIRECTED BY CITY ENGINEER
J. CONSTRUCT TYPE A' MANHOLE PER C.O.B. STANDARDS
SW-4 AND SW-5
4. TRENCH BACKFILL TO BE PER C D.B. STANDARD ST-22
5. PA VEMENT PA TCH TO BE PER SPECIFICA TIONS
6. CONTRACTOR SHALL PROTECT EXISITING CURB AND
GUTTER, SIDEWALK, DRI VEWA YS, FENCES, IRRIGATION
SYSTEMS AND LANDSCAPING.
DAMAGED EXISTING FACILITIES SHALL BE REPLACED
AT CONTRACTOR'S EXPENSE (SEE SPECIFICA TIONS)
GWENDOL YN STREET AREA SEWERS
FAIRVIEW ROAD SEWER - PLAN AND PROFILE
SHEET NO.
5 OF 7
)� �- L"l'y
X
i
J64
J60
J56
J52
19me
4
- 4-
4 __...._
h
N
0 0 ? 11 12 13
= 14 15
�o
�v
-�_-
---.-_
v
EXISTlN4
GROUND
PROFILE SE KIE
Rcl
-
� 2
1
41
\�
G
q
61�
6
f
B
i
j
W
i
S= 0.
3% 0
Z
S= 0. 23
& s
I
1
B ,
8"
! SEWER
PE
f
t---
INSTALL
02277 L.F.
8" SEWER
PIPE
i
INSTALL 167.64
L.F.
" SEWER PPE
OWENDOL M STREET
O QRpF ESS iOM�`
REGISTERED CIVIL ENGINEER L C 33710
Exp.6-30-02
CITY OF BAKERSFIELD �Q
1501 TRUX TU•N AVENUE qTF Fl
BAKERSFIELD, CA 93301
1 2;?
HOR. SCALE: 1 '= 30'
VER. SCALE: 1 "= 3'
CONS TRUC 770N NO TES.-
1. SEWER LA TERALS AS SHOWN ARE APPROXIMA TE.
FINAL LOCATION TO BE DETERMINED IN THE FIELD
BY CITY OF BAKERSFIELD AND PROPERTY OWNER
2. SEWER LA FERAL MARKERS AND PLUGS TO BE INSTALLED PER
C.O.B. STANDARD, SW-1, OR AS DIRECTED BY CITY ENGINEER
3. CONSTRUCT TYPE A' MANHOLE PER C.O.B. STANDARDS
SW-4 AND SW-5
4. TRENCH BACKFILL FO BE PER C. 0. B. STANDARD S T - 2 2
5. PA VEMENT PA TCH TO BE PER SPECIFICA TIONS
6. CON TPA C TOR SHALL PRO TECT EXISI TING CURB AND
GUTTER, SIDEWALK, DRI IV WA YS, FENCES, IRRIGATION
SYSTEMS AND LANDSCAPING.
DAMAGED EXISTING FACILITIES SHALL BE REPLACED
A F CONTRA C TOR'S EXPENSE (SEE SPECIFICATIONS)
File Name: E1K002-Gwndln-swr Drawn: S. LOWE C. WALKER GWENDOL YN STREET AREA SEWERS SHEET No,
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EIK002 Engineer: C. WALKER GWENDOLYN STREET SEWER - PLAN AND PROFILE 6 OF 7
Date: May 15, 2001 Checked ByJ. HOLLADA Y
6
c•
c
Lf
- ```- -- / ' / 1-4
CITY OF BA KERSF/EL D, GA L IFORNIA
PUBLIC WORKS DEPARTMENT
File Name: E1K002-Gwndln-swr Drawn: S. LOWF C. WALKER
Job No.: ElKO02 Engineer. C. WALKER
Date: May 15, 2001 Checked By J. HOLLADAY
oOESS/,y
O q�
oagE D .
REGISTERED Cl VIL EN NEER C 3�710
* Exp.6-30-02
CITY OF BAKERSFIELD1501 ENUE9 eivt�
BAKERSFIELD, NCA�93301 TF OF CWF°�
■ Z2
HOR. SCALE: 1 ' — 30'
VER. SCALE.- 1 "= 3'
CONSTRUCTION NOTES. -
I. SEWER LATERALS AS SHOWN ARE APPROXIMATE.
FINAL LOCATION TO BE DETERMINED IN THE FIELD
BY CITY OF BAKERSFIELD AND PROPERTY OWNER
2 SEWER LATERAL MARKERS AND PLUGS TO BE INSTALLED PER
C.O.B. STANDARD, SW-1, OR AS DIRECTED BY CITY ENGINEER
J. CONSTRUCT TYPE 'A' MANHOLE PER C.O.B. STANDARDS
SW-4 AND SW-5
4. TRENCH BACKFILL TO BE PER C. 0. B. STANDARD S T- 2 2
5. PA VEMEN T PA TCH TO BE PER SPECIFICA TIONS
6. CONTRACTOR SHALL PROTECT EXISITING CURB AND
GUTTER, SIDEWALK, DRI VEWA YS, FENCES, IRRIGATION
SYSTEMS AND LANDSCAPING,
DAMAGED EXISTING FACILI TIES SHALL BE REPLACED
AT CONTRACTOR'S EXPENSE (SEE SPECIFICA TIONS)
GWENDOL YN STREET AREA SEWERS
GWENDOL YN STREET SEWER - PLAN AND PROFILE
SHEET NO.
7 OF 7
411, 1- 1-111 fv, I