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395.5 VAL DI CHIANA CT. 3RH: lf 384.9 N \S 3giT77\\ . .. . ...... . ........
3 '=126T-=8 .7 7
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21- 00
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3 380.21 NT
S
80.21 N/S COPPER SR F INGS CTJ
SNOW ROAD
M39 .5
379.55 r
�i
north
I
0 500 1000 1500
SCALE IN FEET
LEGEND
-DISTRICT BOUNDARY
SEWER MAIN AND TRUNK LINES
- - - - - - - SEWER COLLECTION LINES
MANHOLE
RIM ELEVATION
A_ION.
INVERT ELEVATION
C.O. CLEANOUT
NORTH OF THE RIVER SANITARY DISTRICT
BASE MAP
5001 E. COMMERCENTER DR. SUITE 100
393,0
37891 BAKERSFIELD, CALIFORNIA 93309
FA
SHEET: FILE No.
7 OF 12 R -1314
SHT OF SHTS
1
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I
1�
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_m_
SHEET 2
SHEET 3
SHEET 4
NORTH OF THE RIVER SANITARY DISTRICT
BASE MAP
5001 E. COMMERCENTER DR. SUITE 100
393,0
37891 BAKERSFIELD, CALIFORNIA 93309
FA
SHEET: FILE No.
7 OF 12 R -1314
SHT OF SHTS
1
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I
1�
FAI
_m_
ict. IF, � III
NORTH OF THE RIVER SANITARY DISTRICT
BASE MAP
5001 E. COMMERCENTER DR. SUITE 100
393,0
37891 BAKERSFIELD, CALIFORNIA 93309
FA
SHEET: FILE No.
7 OF 12 R -1314
SHT OF SHTS
1
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I
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3705 T'
c:Z1.4 W 374,5
3171.0 L37 4, 5
360.2 /w 35ST
9
l.- ..._..._._...._.. WILLOWDALE u 36U N 36_8- GUE AVE. 373.2
------ M�316
72
78
3743 373.5 0 Avy7n78-! 05-
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5- '67.0 W M ER CA T T E
\-\ , - - -
z 175' 'T2�TS" 170 8 6 7
T- - 186
366.9 - 307,._8„ 276' -i�257 8' 369.7
T5-j. 4 367.2 62.2 361' 8" 333' 8" 333' 8"
362A E/w 373.1
366,6 357.8 N 369.5 370.0
3574 E/W 363.0 N/S
-3-5-9 -1 \
GREAT COUNTRY DR. 366
'13REAT COUNT 0 R. 7 T MI 366.5 374
95' 8" 307' 8 /36703 E 363'.1 374.2
'7877,
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321' 321' 8" 8-77 -
3568 S 253, 8� 287' 8" 280' 8" 280'
O
356*9 E 355.0 S 372.7
P177G,7
3551 W co 373,7
158.7 W 369.8
LARKIN DR, U 10" R 1,362.8 fY-T.T-N /s
R. 374�5 N 369
9, S.,
208' 8" 208' 8,
3722 773-1 �78` 1-75 27
375' 8" 369.5 --- co
L62.9 366.8: 354.5 N 1353-8 UW 371 0 Y n 74.8
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39
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534' OLIVP'tR. 610, 354.5 321' 36" 355,8 S, PLE 361,7 N - 141 60
i� 36" 79' ;6" 362,02 -
11 4' 1 P.' 645.
D 366.6 100 -375727-0 400' 36"
■ ,Z- . I . , �4 393' 36" 1612'36" 634' 36"
cv ISM-- 3 .26 P3'2' 8
3 7
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UP EY AVE. 366.5
5-5-- DR. 74�� 374
kTn 3 .21 AURORA VALL 366:0 E .5
3kz 4 s 7FF5
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AV 3bl,64 N79
367.6] <69 8" 248 l 8 237;- 8' 236' 709' 'X46' -8" 246' 3" 16 8" 7 1=5
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366 5 361,8 3 35 .
1 6 W E , -
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373.0
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I
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368
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3680 369.2
n
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OWN
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SHEET 4
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208' 391' 32 .27
391. 432
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37 1.32
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fi
north
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0 500 1000 1500
SCALE IN FEET
LEGEND
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SEWER MAIN AND TRUNK LINES
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INVERT ELEVATION
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BASE MAP
SHEET:
5001 E. COMMERCENTER DR. SUITE 100
8 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
FILE No.
R --1314
I on,
1r
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SHEET 2
SHEET 3
SHEET 4
NORTH OF THE RIVER SANITARY DISTRICT
SEWER FACILITIES
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SHEET:
5001 E. COMMERCENTER DR. SUITE 100
8 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
FILE No.
R --1314
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SHEET:
5001 E. COMMERCENTER DR. SUITE 100
8 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
FILE No.
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43045
436.0
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4
7
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488.11
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2.8 465.0
459.2
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453 E
453.7 N s
10
45
45
I X"
437.0
43045
436.0
42113
272'
8" 432.9
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456.2
r448*2
455.3
447.4 452.0 455.8
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4564
4474
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MANHOLE.
4--n- o rr:t h
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DETAIL 8
DETAIL C
LEGEND
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SEWER MAIN AND TRUNK LINES
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INVERT ELEVATION
C.O. CLEANOUT
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6
SHEET 2
SHEET 3
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NORTH OF THE RIVER SANITARY DISTRICT
SEWER FACILITIES
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• ,� �` t '.,'�. 432'a
5001 E. COMMERCENTER DR. SUITE 100
BAKERSFIELD, CALIFORNIA 93309
SHEET: FILE No.
8 OF 12 R --1314
SHT OF SHTS
A
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-
445'
594'
1 432.3
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4. /72_315
1 1 1
417.9 9 s
__
86 811
Lij
RIGHT AVE. x11 43.3 > 430.4
< 2096 N-S 439.4
2 W 4421,.06 E ' 5, \
/ 4341
24
1, s 432.2
1 0 421:92
4
7,-34177�3
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432.1
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16 r92 .1 _j '16 439.10 1
1 0 N/S 433.11
7-4 1 w
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72.2r
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425.0 42
26' 439.9
43 . r
428.0 �cv
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N
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431.3
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0
43 � ``n �' so,.
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42�6 5 � 42 • CK
2
CARTER AVE.
430.5
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429.4
V) ji , 1 r &,
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4 E21,
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DETAIL A - ----
00 OLIVE DR.
�4 272' 394'
177'
r 24"
PEMBROKE .63 L. -b
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4 5.0
OOKDALE AVE-
V E�,24,4_
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4
f 41J 2
2
4 5
418.12 2 .2 664"
0 33"
532 -.13" 524'-33'
. ........
8, 439'
49
77 ---- ----
1 RA�O
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4T
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4 271 6.*32
< 419.8 4M08-8*' 423.7
CT`
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A9_� ' S= 41TII
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4 2
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M 3:1 422.02
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i 418.9 f�. po.420.2
N=41150 :4
411.89 P-S _"\_42 8
0 41508
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cj_ v 385' 425.0
S&W=409.
65 EEIF18
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419.3
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419.88 E-W--416.55 -J� b�77
410 A = 03 13,
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j3
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71, AZ2_5
E-W=410.25 4 E- =411.54
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S=418.01
7.92
4
bb
35
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�4
1
7.46
9
i N-S=40T59 423.7
W=415.03 4 5.7/
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W=4 S= 4-.01 N-S- N&E=415,11f 4,53 Ai
12 26.0 C.O.
W=40712 9.
E 40532 1 0 0,
N
s 6 -S=
v
406.50
42 .5
t:L ju-
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_W =41347
cli N-S--407.6
N=413,51 424.5 C.O.
416.6 419.1 416.44
4
418.4 4 2.3 CA
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417.6 CA
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7
O
LUPINE AVE, _J /V 2.
'BAMBOO11 DR�
41
1 LJ
414�,
431.3
>
01
428.4
_ \
418.
1< MIDSUMMER DDID EUCLID AVE.
0
43 � ``n �' so,.
COOM NNE ST.
42�6 5 � 42 • CK
2
CARTER AVE.
430.5
SEE DETAIL D 425.3
C). V)
SALLY AVE, 1
429.4
V) ji , 1 r &,
cn 423.4
F-
_S`A1\�._AVE,
LLJI
< >
DENA CT. >1
1 298 305,
8"
I 428.5
<I
jv� 11, � il
to
421.51
__J I---
)R
_T 428.5
�1, 415.1 1 428.5
4 E21,
J
DETAIL A - ----
00 OLIVE DR.
�4 272' 394'
177'
r 24"
PEMBROKE .63 L. -b
J
------ -------
'o
- U), cn�
0
<
0
cn cjo�
Q�� n
01
ij
--- --- -----
LLJ
$EE
DETAIL
�;"SEE DETAIL E
2
4 5.0
OOKDALE AVE-
V E�,24,4_
ORSD SOU
R
4
f 41J 2
2
4 5
418.12 2 .2 664"
0 33"
532 -.13" 524'-33'
. ........
8, 439'
49
77 ---- ----
1 RA�O
41 N- 24 �12 MQA.� CT. 4Z4 419.07-12 ........
4T
19, 41
4 271 6.*32
< 419.8 4M08-8*' 423.7
CT`
v-16 415.61 418:,720-,12:,'
A9_� ' S= 41TII
i 421,2 4 24 08 424.0 4
4 2
2 ?18_0
4
M 3:1 422.02
5--" 423_3
4193 x-
L.LJ: 414 L RD
i 418.9 f�. po.420.2
N=41150 :4
411.89 P-S _"\_42 8
0 41508
_4
0, �j� 1i ��E - W 4 10
rr"I 1 0
c/) 0 411.93 !/E-W=411.( 421,37 417.69 .�3 A DR. 1"
- 420. 4 N=412.97 \F_-MT
cj_ v 385' 425.0
S&W=409.
65 EEIF18
V�IITO
N
V 8�
9. N RAFAEL ST. BE-.,__ N CT 426.7 Q.
1, Z�
z .40
413 0 __j 421
419.3
f N S=408.70 LjJ L;4 _87 4 4
N2 �20
E=408.72 2n,
419.88 E-W--416.55 -J� b�77
410 A = 03 13,
'7NISAOA.31
7+ N
SUA T. Lij S 4�4 13.
j3
,2�
1 '�7
W=412.2
ST.
LL_ /\�E
fife
420.4 8v 1 15- y.
16 0.P VT. _44\ 421.0
71, AZ2_5
E-W=410.25 4 E- =411.54
4 6.2 C.O.
S=418.01
7.92
4
bb
35
> >
-:t 422,8 426.4 C.O.
�4
1
7.46
9
i N-S=40T59 423.7
W=415.03 4 5.7/
7 18.3 421.
W=4 S= 4-.01 N-S- N&E=415,11f 4,53 Ai
12 26.0 C.O.
W=40712 9.
E 40532 1 0 0,
N
s 6 -S=
v
406.50
42 .5
t:L ju-
w S=416.5
_W =41347
cli N-S--407.6
N=413,51 424.5 C.O.
416.6 419.1 416.44
4
418.4 4 2.3 CA
------ �-W-4 . I
3 4G&
E=410.99 403.19 W, 411.57
417.6 CA
k(y
Lj
>
<
rK
LL
V)
ry
lwmnmmul!� d -.1
413.3
BOUNDARY
416.4 C.O.
4
GATES
7
LLJ!
"o
0
aoz
2!
<
uQJ
<
UJ 2!: __j
<
NOTE:
T
SLIDE GATES ARE LOCATED ON SOUTH
z
408.00
7
0
LLj
Q'_
P
tl
LJ
:
DETAIL
B
406.33
w
440.5
111 Z0
FR
L 344'
_442no
43
_377'_
1/1,
g3'7,. \5' L13LE __2__ 3 2'
< 80!
431.1
< <
STLEB OOM A�
_j 29.8
V) 4 .3 0.l
94-L-4
< 42 .72
<
/P
7
O
LUPINE AVE, _J /V 2.
'BAMBOO11 DR�
41
1 LJ
414�,
431.3
>
01
428.4
_ \
418.
1< MIDSUMMER DDID EUCLID AVE.
0
43 � ``n �' so,.
COOM NNE ST.
42�6 5 � 42 • CK
2
CARTER AVE.
430.5
SEE DETAIL D 425.3
C). V)
SALLY AVE, 1
429.4
V) ji , 1 r &,
cn 423.4
F-
_S`A1\�._AVE,
LLJI
< >
DENA CT. >1
1 298 305,
8"
I 428.5
<I
jv� 11, � il
to
421.51
__J I---
)R
_T 428.5
�1, 415.1 1 428.5
4 E21,
J
DETAIL A - ----
00 OLIVE DR.
�4 272' 394'
177'
r 24"
PEMBROKE .63 L. -b
J
------ -------
'o
- U), cn�
0
<
0
cn cjo�
Q�� n
01
ij
--- --- -----
LLJ
$EE
DETAIL
�;"SEE DETAIL E
2
4 5.0
OOKDALE AVE-
V E�,24,4_
ORSD SOU
R
4
f 41J 2
2
4 5
418.12 2 .2 664"
0 33"
532 -.13" 524'-33'
. ........
8, 439'
49
77 ---- ----
1 RA�O
41 N- 24 �12 MQA.� CT. 4Z4 419.07-12 ........
4T
19, 41
4 271 6.*32
< 419.8 4M08-8*' 423.7
CT`
v-16 415.61 418:,720-,12:,'
A9_� ' S= 41TII
i 421,2 4 24 08 424.0 4
4 2
2 ?18_0
4
M 3:1 422.02
5--" 423_3
4193 x-
L.LJ: 414 L RD
i 418.9 f�. po.420.2
N=41150 :4
411.89 P-S _"\_42 8
0 41508
_4
0, �j� 1i ��E - W 4 10
rr"I 1 0
c/) 0 411.93 !/E-W=411.( 421,37 417.69 .�3 A DR. 1"
- 420. 4 N=412.97 \F_-MT
cj_ v 385' 425.0
S&W=409.
65 EEIF18
V�IITO
N
V 8�
9. N RAFAEL ST. BE-.,__ N CT 426.7 Q.
1, Z�
z .40
413 0 __j 421
419.3
f N S=408.70 LjJ L;4 _87 4 4
N2 �20
E=408.72 2n,
419.88 E-W--416.55 -J� b�77
410 A = 03 13,
'7NISAOA.31
7+ N
SUA T. Lij S 4�4 13.
j3
,2�
1 '�7
W=412.2
ST.
LL_ /\�E
fife
420.4 8v 1 15- y.
16 0.P VT. _44\ 421.0
71, AZ2_5
E-W=410.25 4 E- =411.54
4 6.2 C.O.
S=418.01
7.92
4
bb
35
> >
-:t 422,8 426.4 C.O.
�4
1
7.46
9
i N-S=40T59 423.7
W=415.03 4 5.7/
7 18.3 421.
W=4 S= 4-.01 N-S- N&E=415,11f 4,53 Ai
12 26.0 C.O.
W=40712 9.
E 40532 1 0 0,
N
s 6 -S=
v
406.50
42 .5
t:L ju-
w S=416.5
_W =41347
cli N-S--407.6
N=413,51 424.5 C.O.
416.6 419.1 416.44
4
418.4 4 2.3 CA
------ �-W-4 . I
3 4G&
E=410.99 403.19 W, 411.57
417.6 CA
k(y
Lj
>
<
rK
LL
V)
ry
lwmnmmul!� d -.1
413.3
BOUNDARY
416.4 C.O.
4
GATES
7
CAIES-
C:
"o
0
aoz
2!
<
uQJ
<
UJ 2!: __j
<
NOTE:
413.2 C.O.
SLIDE GATES ARE LOCATED ON SOUTH
AND WEST OUTLETS OF
408.00
7
FLOW MAY BE DIRECTED
SOUTH TO OLD
P
PLANT
DETAIL
B
406.33
w
41 C.O.
F
40141
66
Yuc.0 L 4TJ4-.
'341 -5E�I)E
3 9 3. TAI -C
100..677
W=3
S= 1,44 S=39
39 .99 S-8
7
•42 E-W cn
oc
CN
____.,36 A -36
'L - C
X402.2 28680
.30 S
W
E=396.92 -,i,,
W:S
3;43.94
5�45 392.20 E CD
IA DR. >
I <�
-1 3.5- S 8 0 337'-- 2&10, t '
�!04j58.0`077-
)7.3
E-W=395.62 �A
3=12"
81 6 b 390 389.
6 50 557,
73- N-S
388.08
.9
7j§�t4 411±
4i
39135
53 F W= q.1 4.1, 40
402.
395. 54 E-WI
395,44 N
■
cr_ F-i
<
5�025 A
w✓
--
410.0
393.62 W
38&88 N/S
402.2
A.
GATES
022
1 , 5
/ �
CAIES-
C:
4
2
80,
S*
427,58
8
---- --
T-
/ I r
1 C/
7V_
35.8
8 8 jI
28.5
WASHINGTON IAV
'
ARTHUR
ARTHUR
421.3 AVE. 1 1
ti
..._ri
151Q:
_Z)
'5V
> lb
rrlrrirlr
0 500 1000 1500
i
SCALE IN FEET
0
--- No
409.0
1'�
O
100
10" FM
428.0
8.
4210
DETAIL A
LIFT
STATION
8" PLUGGE
C-r)l (TlJ C`111
jul_) fit .)IL"
MANHOLE
DETAIL C
DETAIL D
LEGEND
33" 334
GATES
. .....
CAIES-
C:
0
aoz
2!
<
uQJ
<
UJ 2!: __j
<
NOTE:
SLIDE GATES ARE LOCATED ON SOUTH
AND WEST OUTLETS OF
BOTH MANHOLES.
FLOW MAY BE DIRECTED
SOUTH TO OLD
PLANT OR WEST TO NEW
PLANT
DETAIL
B
w
I Oil
4.
0 500 1000 1500
i
SCALE IN FEET
0
--- No
409.0
1'�
O
100
10" FM
428.0
8.
4210
DETAIL A
LIFT
STATION
8" PLUGGE
C-r)l (TlJ C`111
jul_) fit .)IL"
MANHOLE
DETAIL C
DETAIL D
LEGEND
33" 334
GATES
Z
CAIES-
C:
0
aoz
2!
<
uQJ
<
UJ 2!: __j
<
NOTE:
SLIDE GATES ARE LOCATED ON SOUTH
AND WEST OUTLETS OF
BOTH MANHOLES.
FLOW MAY BE DIRECTED
SOUTH TO OLD
PLANT OR WEST TO NEW
PLANT
DETAIL
B
LIFT STATION
PLUGGED
CONCRETE
DIVERSION BOX
ABANDONED AND
REMOVED UL
cq
DETAIL E
20" EFFLUENT TO ABANDONED
DISPOSAL SITE
(ABANDENED AND f EMOVED)
20" FROM OLD WASTEWATER
TREATMENT PLANT
(ABANDENED AND REMOVED)
-DISTRICT BOUNDARY
SEWER MAIN AND TRUNK LINES
- - - - - - - SEWER COLLECTION LINES
m MANHOLE
M
RIM ELEVATION
VA �TIQ N_
INVERT ELEVATION
C.O. CLEANOUT
ID
7.81 y
428.0
417.4
ay 419.5 S
86
\L 428.0
420.4
420.30
OE
SHEET 2
L_
SHEET 3
SHEET 4
ID
7.81 y
428.0
417.4
ay 419.5 S
86
\L 428.0
420.4
420.30
OE
■-
w
I Oil
4.
rl-
00
0
0
CD
z
\1
m
0
C
0
V)
D
T
O
NNN
E
>
X ct�
c:
It
<
to
E
O
vl
r)
L
E
C) �
I J-10
v
5
o 01-3
SCAR LE0'MWPLE CT.
401.0
402.4 cz,
11-2.11
7
�_274
\4013
39
> 14
7
n 4006
/97M1 ----4006
�215 1 1 3-97-26
7,- -.J- - -A
4015 238' 404.0 404.5
38 1212 592 385 50 612' 406.5
- iBNIP E,,/s
7
2 391.48 392.83
/
z 36" 528' 509, 130' 531'
402.6 24' 331, . . .....
36"
LL
I -
LL
c
C_
n
i22' 624' 445' 593'
NORRIS RD.
594'
K
435.3
'0
w
w
0.5
U§ Qb K-w , *4.,. 0 E
426'0 A
427�57
432.3
5
24.0 42 1
417.9 /��l 9 vs
0 f)
4 _3
'RIGHT AVE. 43 430.4
U7) 20 96 N-S 439.4
421.06 E 4 434J
2 L�j 245' 0
LLJ
12
,6
Ile0 4
6.9
341' 8'�, 4
<
439 10
7
__j ) co
21 m cD 433.11
16 0 N/S
i w
LI�L, 438 8
347'
20.0 24 8', 1 11
17 9
8"
23.
16
21
1 6
425.0 426.0 428.0 1, 433. 432. 5
k 40_5_Z0_ 406.98 - 439.9 1
8 4,),5.2 4 443.5 446.0
326' 604' .101, N v A0 'N I 1A`T, 1 439.3
�,OqR R 81
3k 375, 385'.
RR S-1 4 33"
0'_ �vf 7'
boo io
40 4)9,8 E/W boo 10- _4ft�
(,n 43&
�A
LLj 4 96 4157 439.1 W
Ln - 31 -
j4 .6
421� LISLE SJTV 232'
> __48v_ . 335'
< zz
Fz�,, 431.1
rill
(D N
i < __j uci STLEB 0 A 0, X N"
29. 7-
_j 42
cf)
< 42 y
I < A 9
i 7.3
af
IF
N�
-- - - ---- - *�� , I _ I t
I I JPINF AVF 4/1
D A K A pnr�l nb
_n . . i I I j!j
cn 1 315' 1 39
2_1 v
Lr- f " 1 1 431,3 z
L'j -k" --------
_105! 428.4
r
_A1 tv
EUCLID AVE. MIDSUMMER
7
(D
41
328�-- 3-
_J
431
COLD51NE" ST. 424, . 2. \435.8
428.5
�+6 5,
4 1� 'p 4
2 4 8.0 _ ___.___,8,.__..,,..._. - -._; # I ,
fi WASHINGTON IIAV
CARTER AVE. 4
3M
SEE DETAIL 4
D . . .... iX. 0
r r
34..
ARTHUR,,
427.3 j
ARTHUR AVE. i
En X 1, 26T--t03
01 e
I,4_ , __ =
C:) cn g- C ca)
J
SALLY AVE. 4294
cn 0 1 1 423.4
zi
4 .4
_j
< < 305' -j-
>i
DENA CT. io
428.5 /Z.
QI lit I 421.51
_Z)
<
�1-?4
DR,
428
61T, 1 428.5
-3 21,
Cr- r-- r)r- T All A
:D�E
in Fm
00 130'
OLIVE DR.
300, 279' 272' 394' �2
177' 24 4
4 4. 0
41 .2
PEMBROKE AVE.
> --------
<
Z �_z 1
V)
0 C/1)
J L-
gy
__J j m ft�
<
Of
0
v
CLi __j i I i I
t 0,
0
x,
? ,
,0 TI
427,58
"SEE DETAIL E
LLJ., ILI
< ISEE DETAIL 8
4 �265
ORSD 8@�J N Q Y BROOKDALE
�416 54
420.
4 4228
4 . 42743
411 4 an
45 4"
4
532' -33" 524'-33" 33
398 5�'
4r Ii
42 ..... ......
RA�O CT. 2
424,3 416 B5 I
111 .04 N- CT.
-_42 4-3 >
i 1 < 4i9,2 420.54 419.08-8" 423.7
4215
_j co 415,61 422.6 418:2720-122 ___S=417�91
416.14 S=41 24 18 4 6. Q
- 4 1�: 424,0
421.2 E -�4 = I
421.
J! T 4193 R DLYft T
m
F�
-W=41 T DR.
2 N=414,0
L-Ij 15,08 7�6
0 15,08 42202 4213-/'- T�
4189 /12J �48
CJ
411.89 - N-S
'45 65 E 421.37 417,69
cn 11. N-412.97
420.54 S&W=409.65
v-,
0
4250 -W-,,,
-415 �3
I L !t 1=12�T.
E 0 CT
E FEV NN T
426.400 7
19. N RAFAEL ST. _Lj
Z4 242"
420.7 __j 1 8-
419.3 3= Jo./u
E=408.72 7" -W 77
.1 4 419L88
7
410 03 L
.2 UA .7 T. _VWTA�
N 46.55' 11 /
90 423.2
__J LL : ENN,=-*1140481.31 421.2 N=41Y7,737�
W=
409. 1 01 38 ':441122 27
421
4 ST. w
-/-A 949 2
4214 7.`2 C.6.
77 -- -------- --- --- _/ - -
I
----- 8 ------- 421.0
16 p
419.62
5 4 E-W=411.54 26.2 C.0
W- 472.62 S=418.01
N-S 0.92
421.6
W= 414,75
Al2,L
422.8 0 426.4 C.O.
419 RG
E=415.96 V 41
N-S=407,59
423.7
W=415.0 4257
1 r&_W=4Q6.14t,. 421, 1
b� 5=40U1 N- - W=
• S 6 N&E=415,1 5.3
S=405 2 26.0 C.O.
E406. -W= 405.32 W=407 12
_61
42M
406.50
qL/ �Z�
S= 416.5
W 1 A
)N-S=407.E�l N =413. X424.5 C.O. tv,
416.6 !1 A
I
408.05
416.44
.6 N=
N 4 418.4
'�I 6.3 4 2,3 U,
E=410,99 403 W,_`_
411.57
7.0
it
17.6 C.O.
- ----- Ann_-
1 416.4 C.O.
403.97
40387
413.3
402.49 E
ikj 4_132 C.O.
4ff.00
T-1
4127
W 6
if I
401.85 E
41 .7 C.O.
LJ 406.33
(D
wt
wl
C
, Ott }' <`i`� ' •`' ,p,` `V,y I
"Ilk
ILL
5 L-L
LJ, I
HAGEMAN RD.
21
b ;I
0.
i__4'0'_14'66C_
411.6
401.04
405.5
NORSID BOUNDARY
400.08 S=8
- - --- - - ---------- --------- -----------
404: 4
.3
E W-39 W=390.77 .5
'4
405.7
5-393.44 S=390,67
0,70 W 38B 42 E-W vj
3491113 E P A D U�, PO NZA CT. Lj' . ... ... ......
398.83 N-S -36
' 0 3:
4022 ft� <
403. -586-80
?Q
I = n
L4O3 5 _Z 2 30 W i LLJ
/_39772 E S_ CD
-39 - ;4� 4-5 '20 E
397.82 N_S E=396.92 S=39
9
<>; W=394.55
t cam( ... .��ALABRIA DR. <
5!_1 48� 3-37�--- 0'
L a 1-404.5 -!7 407.3 P
I E-W=396 67 E-W=395.621 =39
= 3 9 8/0'0 03.0 1 S&Q i jg71g V
CD 7,
406.3 b,I 389 69 N-ZJ
r "3._8 ,. 9 59 E-W
411±
5? - N-S=388.08
az_
4035 4079
el CA ANA
173"
;�4
S 39335
.53 E7*=33 .45 N =401.9
LATERAL A'L W4
N Y E - 64 i
0
395.54 E-W 4015
410.0
395,44 N 39 u
Z 393.62 W
388.88 N/S r 4
7g- 77!7-!778" 7 7 __8"
fi392�31 E
406,5
89.8 w
V1389.4 N/S
mmf
mp
404.0
9
J98: 4 4
402.2
>_ 5' !Z"4dENOA
Isi;
. i 1110 j-
< I -
4)3.3t
402.2 391.
5 3
T11 001"
M E . '
402.2 I
O 41
9 N co!!
u�
C 3951 � 02. 402
) 394.9 x 39
401,9 st,
395.3 p
n,
III
401.5 r
- �2
39,31
Lkj
22
I
north
I
0 500 1000 15100
SCALE IN FEET
DETAIL A
LIFT
STATION
8" PLUGGE
SOUTH SIC
MANHOLE
DETAIL C
LIFT STATION
419.5 S
I
418.36 422 c,4 u% 86 ,
PLUGGED 428.0
Q
0, 4zU ju
CONCRETE T :. 420*4 S�E
DIVERSION BOX
ABANDONED AND
n REMOVED
I N
DETAIL E
DETAIL D 20" EFFLUENT TO ABANDONED
DISPOSAL SITE
(ABANDENED AND REMOVED)
20" FROM OLD WASTEWATER
TREATMENT PLANT
(ABANDENED AND REMOVED)
LEGEND
-DISTRICT BOUNDARY
SEWER MAIN AND TRUNK LINES
- - - - - - - SEWER COLLECTION LINES
MANHOLE
IM
�R ELEVATION
INVERT ELEVATION
C.O. CLEANOUT
33*
Z_ GATES
SHEET 2
SHEET 3
GATES
CO
cp
< L,
M cn
_j
Aw
< Cl
NOTE:A
A A _Frft n K I
SLiDDEE uh I[-ID MF\EL LO) 't, M I CU U1\1 I) u lul TI H
AND WEST
OUTLETS OF
BOTH MANHOLES.
FLOW MAY
BE DIRECTED
SOUTH TO OLD
PLANT OR
WEST TO NEW
PLANT
DETAIL
B
LIFT STATION
419.5 S
I
418.36 422 c,4 u% 86 ,
PLUGGED 428.0
Q
0, 4zU ju
CONCRETE T :. 420*4 S�E
DIVERSION BOX
ABANDONED AND
n REMOVED
I N
DETAIL E
DETAIL D 20" EFFLUENT TO ABANDONED
DISPOSAL SITE
(ABANDENED AND REMOVED)
20" FROM OLD WASTEWATER
TREATMENT PLANT
(ABANDENED AND REMOVED)
LEGEND
-DISTRICT BOUNDARY
SEWER MAIN AND TRUNK LINES
- - - - - - - SEWER COLLECTION LINES
MANHOLE
IM
�R ELEVATION
INVERT ELEVATION
C.O. CLEANOUT
NQI
14V NO-0410-
NORTH OF THE RIVER SANITARY DISTRICT
BASE MAP
5001 E. COMMERCENTER DR. SUITE 100
BAKERSFIELD, CALIFORNIA 93309
SHEET: FILE No.
10 OF 12 R -1314
SHT OF SHTS
ED
�1111
F.A
1
AR
SHEET 2
SHEET 3
SHEET 4
NQI
14V NO-0410-
NORTH OF THE RIVER SANITARY DISTRICT
BASE MAP
5001 E. COMMERCENTER DR. SUITE 100
BAKERSFIELD, CALIFORNIA 93309
SHEET: FILE No.
10 OF 12 R -1314
SHT OF SHTS
ED
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8
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557.9 570.0
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. 1 530.9 CREEK
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[90.,4 w Q�Z 53-8.28 E-W-N 343
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536.7 547.1
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532.7 g_ CD 38
9-5r =F
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507.5 5361
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52Z.7
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P K MEADOWS AV 1 - I . \ \ -, ',\ \ \ I. -1 1 528.41
527.87 531.5
LJ STAR COURT 524,6 f III X"',,11 1.21QP�k AVE.
CROFT DR
200' uj 1
61'
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3 ��532 8
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336 325 K491.5 -4 4L�5 0
it 9"5 12.1
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DETAIL A
0
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DISTRICT BOUNDARY
SEWER MAIN AND TRUNK LINES
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MANHOLE
RIM ELEVATION
INVERT ELEVATION
C.O. CLEANOUT
_4
0.
NORTH OF THE RIVER SANITARY DISTRICT
SEWER FACILITIES
__________ ___________ _- BASE MAP
SHEET:
5001 E. COMMERCENTER DR. SUITE 100 11 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
FILE No.
R --1314
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__________ ___________ _- BASE MAP
SHEET:
5001 E. COMMERCENTER DR. SUITE 100 11 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
FILE No.
R --1314
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NORTH OF THE RIVER SANITARY DISTRICT
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__________ ___________ _- BASE MAP
SHEET:
5001 E. COMMERCENTER DR. SUITE 100 11 OF 12
BAKERSFIELD, CALIFORNIA 93309
SHT OF SHTS
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ORIFICE PLATE LOCATED
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