HomeMy WebLinkAbout6.1-1859BENCHMARK
TOP OF BRASS DISC FOUND IN CONCRETE
MONUMENT AT THE INTERSECTION OF BRUNDAGE
LANE AND "U" STREET, ELEVATION = 391.40 NORTH
AMERICAN VERTICAL DATUM 1988 (NAVD88)
BEARING BASIS
NORTH AMERICAN DATUM 1983 (NAD83)
CITY STANDARDS
THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY
INCORPORATED AS A PART OF THESE PLANS:
ST -11 PAVEMENT PATCHES
ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS
D-9 DRAINAGE BASIN
0-10 DRAINAGE BASIN OUTLET STRUCTURE
D-12 CHAIN-LINK FENCE
D-13 CHAIN-LINK GATES
SW -4 MANHOLE TYPE "B"
CALTRANS STANDARDS
THE FOLLOWING CALTRANS STANDARD DRAWINGS ARE HERE
INCORPORATED AS A PART OF THESE PLANS
A88A CURB RAMP DETAILS
A88B CURB RAMP AND ISLAND PASSAGEWAY DETAILS
CITY 4F = � KERSFI ELD
DEPARTMENT MIME PU =LIG WORKS
STREET IMPROVEMENTS, NORTH OF BRUNDAGE LANE
AND WEST OF UNION AVENUE, PHASE 1 B
EXIST. IMPROVEMENTS
o G COMPLETED PER PHASE 2
_ I�Nn TE r
--' Wir,
ellv�
ep
4TH `TPL T
It a I
BILL AVENUE
— - EXIST. IMPROVEMENT- ii
ENGINEER'S ESTIMATE +I COMPLETED PER PHASE 6';';1 '' II Ili 1iy 11
_ z I I�It I II I III ' '
REMOVE SUMP LOT IMPROVEMENTS AND ABANDON
1 LS
UTILITIES ' 1 -- -� 3_RD_ {Rt} -R. -r -T j f I _ 3RD STREET II
CHAIN LINK FENCE (RETENTION BASIN) 887 LF 4.- i I'�I ��--- - _ _ - _ _ __J_L _
BASIN EVACUATION 14600 CY
SPOIL EVACUATION 14600 CY /CJj"''�
IMPORTED SAND, BASIN BACKFILL 2500 CY
COMPACTION TESTING 1 L9
HOT MIX ASPHALT PATCH (STORM DRAIN) 62 LF - uP
24"CLASS III RCP-RGJ PIPE 122 LF Q-� Q x i I j
MANHOLES 1 EA
PLUG AND ABANDON EXISTING STORM DRAIN 1 LS F /��%
RETENTION BASIN OUTLET STRUCTURE 1 LS
ROCK SLOPE PROTECTION 710 CF
LEGEND
ABBREVIATIONS
EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN )D EXISTING FIRE HYDRANT
TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX
FL FLOWUNE SO STORM DRAIN FG FINISHED GRADE '� EXISTING BLOWOFF
CL CENTERUNE GB GRADE BREAK MH MANHOLE e
TH SIZE SHOWN
ELEV ELEVATION EXIST EXISTING OE OVER-EXCAVATIOM EXISTING VALVE WIOVER-EXCAVATION
BW BACK OF WALK TOM TOP OF MANHOLE BC BEGIN CURVE ® EXISTING WATER METER
BCR BEGIN CURB RETURN ECR END CURB RETURN EC END CURVE
--- ---_, ...--- ------ SECTION UNE EXISTING STREET UGHTS
10
— - — - - - - I - — - — CENTER LINE WITH STATION LABEL E— -0- EXISTING POWER POLE AND GUY
RIGHT-OF-WAY UNE o EXISTING CONDUIT PULL BOX
-- D --- D D EXISTING STORM DRAIN AND MANHOLE -cff EXISTING CATCH BASIN
s - —�--s EXISTING SEWER AND MANHOLE ® EXISTING CAN PULL BOX
w w EXISTING WATER
® EXISTING ELECTRICAL SERVICE
——G—G EXISTING GAS
—aw— EXISTING OVERHEAD UNE EXISTING CONCRETE MONUMENT
--Fo---FO EXISTING FIBER OPTIC + EXISTING STREET SIGN
— — -E — — — -E - EXISTING ELECTRICAL -n- EXISTING TRAFFIC SIGN
r— —r— EXISTING TELEPHONE UNE
® EXISTING ELECTRICAL VAULT
ry tv EXISTING CABLE N 21
E
x x x x EXISTING FENCE TELEPHONE VAULT
❑� EXISTING BLOCK WALL OT EXISTING TELEPHONE MANHOLE
m EXISTING TELEPHONE PEDESTAL
---------------
_EXISTING CURB &GUTTER EXISTING MAIL BOX
FLOWUNE
--------
BACK OF WALK _,7EXISTING TREE
DETAIL DESIGNATION: ITEM OF WORK:O - �- BEARING AND DISTANCE --�
DETAIL LETTER - CURVE DATA: tO SECTION DESIGNATION:
"I SECTION LETTER
2 �--- A
SHEET WHERE DETAIL IS SHOWN _�2
SHEET WHERE SECTION IS SHOWN
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NC 2TRE t
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I E T STORM DRA1�
1 I 1 I1 T29S, Fi28E
II o , I, �i i 1 OVEMENTS
I..G�IPLETED PER I�
--�-�-I �-- '---F �-'---rr --T-BHASE`. ',A I pLnJ&",.1��
-- ' ------ 1ST SHEET 1
_
1S1 -STREET - -...
/ 1
PROJECT BENCHMARK
ELEV. 391.40 (NAVD88)
KEY MAP
SCALE: 1"=200'
m
STATE OF CALIFORNIA
IT
1 �-- PROJECT
1 {F
LOCATION
1 4TH STREET
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SUBYTTED BY:
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BRUNDAGE LK
STATE RTE 58
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LOCATION
MAP
LIST OF DRAWINGS
SHEET 1 TITLE SHEET PHASE 1 B
SHEET 2 "U" ST. & 1 ST ST. STORM DRAIN PHASE 1 B
SHEET 3 RETENTION BASIN PHASE 1 B
SHEET 4 CITY STANDARD DETIALS PHASE 1 B
SHEET 5 GENERAL NOTES - STORM DRAIN PHASE 1B
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SUBYTTED BY:
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SE. CORNER SECTION 31, T.29S., 16.1-1859
R.28E., M.D.B.M. & INTERSECTION
OF UNION AVE. & BRUNDAGE LN.
File Name: COB17006TS-1E RECORD
Meyer
Civil Engineering, Inc.
CITY PROJECT NO'. T8K2187834
r, Ste. 100, 3akersfield, CA 93312
FAX 661-836-9761
28104
APPROVED BY:
AI
NICOLAS FIDLER, R.C.E. 61069, EXP. 12-31-20 FATE
PUBLIC WORKS DIRECTOR
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DATE ASSISTANT PUBLIC WORKS DIRECTOR _TATE CZ
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CIVIL ENGINEER IV - DESIGN ENGINEERING DATE 0
Nat )mp c tostf ----_ __._ d
CERTIFICATION TRAFFIC ENGINEERING DATE
ITY OF BAKERSFIELD w
STREET IMPROVEMENTS, N. OF BRUNDAGE LN. OF w
AND W. OF UNION AVE., PH. 1B 6 F
CONSTRUCTION PLANS SHEETS y
-R",IT DATE: 0'--.,9_1'i
395
394
393
392
391
390
389
388
Wor
JN9
1 I _ 5
/W N
----_—�'-',UTTER LIP loll
ABANDON EXIST. S ORM DRAIN
AND INSTALL CON FTE PLUG
AT MANHOLES £
EXST. 18 _DRAIN _
_ N0595_0'£ _ I
" �q "U" ST.
EXI5T.1 SE2�wfR5 ;
1I R UP 1
FLOWLINE,�/_
c—c.
R; w
I
P ® 'ou"" STREET
SCALES 10 0 20 40
HORIZONTAL 1'=20'
VERTICAL: 1"=2' 20 5
6
PIPE CROWN
-EXIST. PIPE INV.
CONCRETE PLUG.
14 I�
low
I �I
�
INTERSECTIOR 1ST ST. & ~
"V" ST. (MON'T NOT FOUND)
STA. 14+47.67 IST ST. WEST = AAE
STA. 14+47.67, 11.25LL IST ST. EAST
PLUG EXIST. 24" STORM DRAIN A MINIMUM OF 2'
FROM EXIST. MANHOLES. SLURRY FILL APPROX. 18±
LF OF REMAINING PIPE PER THE SPECIFICATIONS.
AND INSTALL CONCRETE PLUG AT EACH MANHOLE.
OE 1ST ST. 14 S8971'44"E
INTERSECTION "U" ST. & o QST. MH NO. 6
1ST ST. (MON'T NOT FOUND) PER PH. to PUNS
4-7 STA 14+3,1.A3, 5.0527.
STA. 10+00.00 "U" ST. =
—
STA. 10+00.00 ISI ST. —
EXIST 24' STORM DRAIN
PER PH. 1A PUNS
EXIST MN N0, 2
PER PH. to PUNS`
ELEV. 390.74 INV. EXIST. 18' E&W
ELEV. 389.91 INV. PH. to 24' N -S
EXIST. MH NO. 1 PER PH. to PUNS 395
STA. 9+94.98
BEV. 3069 W. EXIST 18' S
ELEV. 389.86 INV. PH. 1A 24' N&E 394
m — — — — —_�—_393
INSTALL CONCRETE PLUG.
FORM CHANNEL IN MH.
387
PLUG EXIST. 18" STORM DRAIN A MINIMUM OF 2' FROM
EXIST. MANHOLES. SLURRY FILL APPROX. 400± LF OF
REMAINING PIPE SEE NOTES SHEET 5
�-EXIST. 24' SD PER 389
PH. to PLANS
388
10 387
�o
>n F
W N
-- --- -----------------
2.0" MAX.
___.�____-
I
01
I
385
rq4
0�
393
m
DIA. PIPESTORM
392
1
383
391
a%
w F
vi
rn
1
,
0o
382
Oaa 06
0
i
N M
389
o
di
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W Z
H w
380
Q
388
PLAN
m <
387
'
395
394
393
392
391
390
389
388
Wor
JN9
1 I _ 5
/W N
----_—�'-',UTTER LIP loll
ABANDON EXIST. S ORM DRAIN
AND INSTALL CON FTE PLUG
AT MANHOLES £
EXST. 18 _DRAIN _
_ N0595_0'£ _ I
" �q "U" ST.
EXI5T.1 SE2�wfR5 ;
1I R UP 1
FLOWLINE,�/_
c—c.
R; w
I
P ® 'ou"" STREET
SCALES 10 0 20 40
HORIZONTAL 1'=20'
VERTICAL: 1"=2' 20 5
6
PIPE CROWN
-EXIST. PIPE INV.
CONCRETE PLUG.
14 I�
low
I �I
�
INTERSECTIOR 1ST ST. & ~
"V" ST. (MON'T NOT FOUND)
STA. 14+47.67 IST ST. WEST = AAE
STA. 14+47.67, 11.25LL IST ST. EAST
PLUG EXIST. 24" STORM DRAIN A MINIMUM OF 2'
FROM EXIST. MANHOLES. SLURRY FILL APPROX. 18±
LF OF REMAINING PIPE PER THE SPECIFICATIONS.
AND INSTALL CONCRETE PLUG AT EACH MANHOLE.
OE 1ST ST. 14 S8971'44"E
INTERSECTION "U" ST. & o QST. MH NO. 6
1ST ST. (MON'T NOT FOUND) PER PH. to PUNS
4-7 STA 14+3,1.A3, 5.0527.
STA. 10+00.00 "U" ST. =
—
STA. 10+00.00 ISI ST. —
EXIST 24' STORM DRAIN
PER PH. 1A PUNS
EXIST MN N0, 2
PER PH. to PUNS`
ELEV. 390.74 INV. EXIST. 18' E&W
ELEV. 389.91 INV. PH. to 24' N -S
EXIST. MH NO. 1 PER PH. to PUNS 395
STA. 9+94.98
BEV. 3069 W. EXIST 18' S
ELEV. 389.86 INV. PH. 1A 24' N&E 394
m — — — — —_�—_393
INSTALL CONCRETE PLUG.
FORM CHANNEL IN MH.
387
PLUG EXIST. 18" STORM DRAIN A MINIMUM OF 2' FROM
EXIST. MANHOLES. SLURRY FILL APPROX. 400± LF OF
REMAINING PIPE SEE NOTES SHEET 5
�-EXIST. 24' SD PER 389
PH. to PLANS
388
10 387
�o
>n F
W N
I
IMIT STREET
EXIST. MH NO. 7 PER PH. to PUNS
STA. 14+51.68, 5.00RT. IST ST. E. _
STA. 74+51.68, 6.25.7. 157 St E
INTERSECTION IST ST. 1ST STREET
I & "V" ST. (NO MON'T
STA. 14+47.67, 11.25RT. 1ST ST. W. CONSTRUCTION
= STA. 14+47.67 IST ST. E.
15 5897144 E
- T --_ _—
� ! REMOVE -I—EXIST. PLUG &
CONNECT TO EXIST. 24' S.D. CONSTRUCT MH
oI TA. 14+77.30, 9.18RT. I N0. 9, 1-48"
r S78.5 E 5 STA. 15+30.00, 4 �'
\ '\ ('1j(I �R PKZta SDRAW18.73RT. EP
Ivs
ll I W I/ R/W
"NS R 4" CONSTRUCT RETENTION
STORM DRAIN BASIN, SEE SHEET 3
- -
II c I o I o
II7 I
II
I I( I � � � I 1 €ND 24" STORM DRAIN
I . `--- --- TA5±30885ORT
_ Q__------
5 OUTLET, TP AN RST
STREET
30.0095.83R3
SCALES 10 0 0
40
HORIZONTAL 1"=20
VERTICAL: 1"=2' 20 5
sw-4 CONSTRUCT MH N0. 9, D=48"
394 4 STA. 15+30.00, ELEV. 385.31 394
�h
393 ( 393
392 392
391 I 391
390 I I 390
PROVIDE CLOSURE
COLLAR IF REWIRED 369 389
SEE DETAILB '
2
388 I 388
387PoPE CROWN 387
386 PIPE INVERT 386
S= -0.20% -(ACTUAL SLOPE I
EXIST. 24385 PER REMOVE EXIST. PLUG & CONNECT 385
PH. to PLANS TO EXIST. 24" STORM DRAIN
384 STA. 14+77.67, ELEV. 385.42 384
15
CONSTRUCT 53.89 LF (TRUE LENGTH)
OF 24" CL. 3 RCP-RGJ STORM DRAIN
,IE — RST STREET
394
-- --- -----------------
2.0" MAX.
___.�____-
01
4t__-
1
I
IMIT STREET
EXIST. MH NO. 7 PER PH. to PUNS
STA. 14+51.68, 5.00RT. IST ST. E. _
STA. 74+51.68, 6.25.7. 157 St E
INTERSECTION IST ST. 1ST STREET
I & "V" ST. (NO MON'T
STA. 14+47.67, 11.25RT. 1ST ST. W. CONSTRUCTION
= STA. 14+47.67 IST ST. E.
15 5897144 E
- T --_ _—
� ! REMOVE -I—EXIST. PLUG &
CONNECT TO EXIST. 24' S.D. CONSTRUCT MH
oI TA. 14+77.30, 9.18RT. I N0. 9, 1-48"
r S78.5 E 5 STA. 15+30.00, 4 �'
\ '\ ('1j(I �R PKZta SDRAW18.73RT. EP
Ivs
ll I W I/ R/W
"NS R 4" CONSTRUCT RETENTION
STORM DRAIN BASIN, SEE SHEET 3
- -
II c I o I o
II7 I
II
I I( I � � � I 1 €ND 24" STORM DRAIN
I . `--- --- TA5±30885ORT
_ Q__------
5 OUTLET, TP AN RST
STREET
30.0095.83R3
SCALES 10 0 0
40
HORIZONTAL 1"=20
VERTICAL: 1"=2' 20 5
sw-4 CONSTRUCT MH N0. 9, D=48"
394 4 STA. 15+30.00, ELEV. 385.31 394
�h
393 ( 393
392 392
391 I 391
390 I I 390
PROVIDE CLOSURE
COLLAR IF REWIRED 369 389
SEE DETAILB '
2
388 I 388
387PoPE CROWN 387
386 PIPE INVERT 386
S= -0.20% -(ACTUAL SLOPE I
EXIST. 24385 PER REMOVE EXIST. PLUG & CONNECT 385
PH. to PLANS TO EXIST. 24" STORM DRAIN
384 STA. 14+77.67, ELEV. 385.42 384
15
CONSTRUCT 53.89 LF (TRUE LENGTH)
OF 24" CL. 3 RCP-RGJ STORM DRAIN
,IE — RST STREET
394
-- --- -----------------
2.0" MAX.
387
01
386
385
rq4
0�
393
m
DIA. PIPESTORM
392
1
383
391
a%
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vi
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1
,
0o
382
Oaa 06
0
6.D" MIN.
N M
389
o
di
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W Z
H w
380
Q
388
PLAN
m <
387
'
378
386
,
1
377
�
365
6.0" X 6.0" X WI.5/WI.5 WIRE MESH -�
RT,
PIPE CROWN
383
o "\
Foy
3826 M
u+n
z ¢w
381
v PIPE
380
379
378
394
393
392
391
390
389
FINISHED GRADE
OVER STORM DRAIN 388
377 CONSTRUCT 65.77 LF OF 24"
CL. 3 RCP-RGJ STORM DRAIN
3� PIT, 40' RT. 60 RT. BORT,
STA. 15, 30.00
PROFILE A
SCALES2
HORIZONTAL: i'=20'
VERTICAL: V-2'
6.0" MIN. i' MIN. 1' MIN.
3 AI
-------------
-- --- -----------------
2.0" MAX.
387
01
386
385
p�j 1 V
M
384
m
DIA. PIPESTORM
DRAIN
383
a%
w F
vi
rn
0o
382
Oaa 06
06
6.D" MIN.
N M
381
o
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J
W Z
H w
380
Q
PLAN
m <
379
378
377
�
6.0" X 6.0" X WI.5/WI.5 WIRE MESH -�
RT,
129 PIT,
3 AI
-------------
-- --- -----------------
2.0" MAX.
01
PIPE EXIST.
PROPOSED
DIA. PIPESTORM
DRAIN
a%
4
oc
6.D" MIN.
� 3.0" MIN.
J
W Z
Q
PLAN
m <
�
6.0" X 6.0" X WI.5/WI.5 WIRE MESH -�
_
o
m a �
rr
r ------- --------11
(0
LL LLI
O > 0
j
W
Z cf)
<
~ O
6.0" MIN.
PIPE 6.0" MIN.
v!
W
DIA.
LL
L
I(^
O
> O vJ
}
`-------
O
--------� CLASS A CONCRETE
O
a W
SECTION AT JOINT
0
DETAIL -CLOSURE
COLLAR
Lu <
2
rr
F-
RECORD DRAWINO CERTIFICATION
SHEET NO,
6.1-1859
to
P HAS Em 11 3 CITY RECORDS NO.:
INTERSECTION IST ST.
& "V' ST. (NO MONT
STA. 14+47.67
32'
SII
rL 1 S ST
15 .58971'44 16 17
CONSTRUCT STORM DRAIN
/—SEE SHEET 2
CONSTRUCT NEW 6' CHAIN LINK
Ifs
E DETAIL o-13 zwl 1 s
4 N N8911'44"W 255.00'
— — — — — — — — — —I — — — — — —
I � I
1�g
8' 8'
N89111'44'W 144.60'
v �n 100YR VOL. REO'D: 5.9w TOE OF
b VOL. PROVIDED 6.03FINISHED BASIN
'^ MAX. WATER DEPTH: 11FT
I ✓� N89'11'44 "W 65.39' J
MAX W.S. ELEV.: 391.50
- )
o_______ ____________
.F q OUTLET smucru E C
. STA. 15+30.00, 95. 3RT. 3
aIr--- �---- ------------------ -1-----------------------------------------------
L-ROCK-SLOPE PROTECTION EXCAVATE AND BACKFILL WITH IMPORTED
(it) 12" THICK SAND, REFER TO GEOTECHNICAL REPORT
----------------------------- --------------
o I t
IN19 ------------------ TOE -------- ---- ------ -----------1---------------------I--
2�"
It-\I�
f CONSTRUCT NEW 6'
CHAIN LINK FENCE ON
SITE PROPERTY LINE
SEE DETAIL o -1z
4
CONSTRUCT NEW 6' CHAIN LINK
FENCE ON SITE PROPERTY LINE
SEE DETAIL o -n
4
TOP OF
I
FENCEON SI PROPERTY LINE
8"
EP "e, N
a- SEE DETAIL o -,z
4, V
S // 4
I
I
I 1° °•
REMOVE EXIST. FENCE AROUND
STREET R/W &
RETENTION BASIN SITE
PROPERTY LINE .2
I I° q I
• °° dl•
17.8
n,. y
�1 011e
O
'! CONSTRUCT 16' GATE
z
x --x-
zI Op �---
d
Ifs
E DETAIL o-13 zwl 1 s
4 N N8911'44"W 255.00'
— — — — — — — — — —I — — — — — —
I � I
1�g
8' 8'
N89111'44'W 144.60'
v �n 100YR VOL. REO'D: 5.9w TOE OF
b VOL. PROVIDED 6.03FINISHED BASIN
'^ MAX. WATER DEPTH: 11FT
I ✓� N89'11'44 "W 65.39' J
MAX W.S. ELEV.: 391.50
- )
o_______ ____________
.F q OUTLET smucru E C
. STA. 15+30.00, 95. 3RT. 3
aIr--- �---- ------------------ -1-----------------------------------------------
L-ROCK-SLOPE PROTECTION EXCAVATE AND BACKFILL WITH IMPORTED
(it) 12" THICK SAND, REFER TO GEOTECHNICAL REPORT
----------------------------- --------------
o I t
IN19 ------------------ TOE -------- ---- ------ -----------1---------------------I--
2�"
It-\I�
f CONSTRUCT NEW 6'
CHAIN LINK FENCE ON
SITE PROPERTY LINE
SEE DETAIL o -1z
4
CONSTRUCT NEW 6' CHAIN LINK
FENCE ON SITE PROPERTY LINE
SEE DETAIL o -n
4
TOP OF
I
FINISHED SIN 3�3'yy " . • I'(
8"
S-8"
8"
I
I
I 1° °•
,
I I
2%p MIN
I I° q I
• °° dl•
17.8
�
�1 011e
O
(2nj
(i:t)
FINISHED BASIN S89'11'44"E 210.00' F/Z2 - l F -%� -1
v ___ J / I a ° alae • • ° ° % ° ° I I X
1 d ° d ° . e • • e V W I
a l TOP OF I S89'11'44E *.00' z e d d�93 I ---
I ^°
FINSHED 13k -------
IN ° R d " 9p "'o,� ° I' _ --_
N °
° e °
PROPERTY LINE REMOVE AND DISPOSE OF EXISTING PAVING -REMOVE AND DISPOSE OF EXISTING BLDG
MATERIALS FOUNDATIONS
PLAN - RETENTION BASIN A 10 0 20 +0 N
SCALE: 1"=20 3 20 5
NOTE EXISTING CONCRETE, PAVING, BOLLARDS, ABANDONED UTILITIES, AND
ALL OTHER IMPROVEMENT WITHIN THE RETENTION BASIN AREA SHALL
BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.
_p_ MAXIMUM LDOYRjHIGH W.S. ELEV. 391.50 _
8' MIN. - EXCAVATE AND BACKFILL WITH IMPORTED 8' MIN
SAND, REFER TO GEOTECHNICAL REPORT
QA . ILn6GT CI P/ 179 cn
ROCK -SLOPE PROTECTION, 12" THICK--"
SECTION - RETENTION BASIN(:D:)
SCALE: 1"=20' 3
-CORNER POSTS '
REQUIRED AT PLAN - OUTLET C w M
BUILDING CORNER
SCALE:,/2"=1'-0" 3
#5®12"E
__J
CONSTRUCT NEW 6' CHAIN LINK
12' TYP. FENCE ON SI PROPERTY UNE
SEE DETAIL 0-12
4
2Y. MIN
— TOP OF POORLY GRADED SAND LAYER
SECTION - OUTLET D
SCALE: 1/2"=1'-0" '3
I
8"
S-8"
8"
SECTION - RETENTION BASIN(:D:)
SCALE: 1"=20' 3
-CORNER POSTS '
REQUIRED AT PLAN - OUTLET C w M
BUILDING CORNER
SCALE:,/2"=1'-0" 3
#5®12"E
__J
CONSTRUCT NEW 6' CHAIN LINK
12' TYP. FENCE ON SI PROPERTY UNE
SEE DETAIL 0-12
4
2Y. MIN
— TOP OF POORLY GRADED SAND LAYER
SECTION - OUTLET D
SCALE: 1/2"=1'-0" '3
STALL GALVANIZED
BAR SCREEN
SEE DETAIL 110
4
IISHED
ASSN` 1 Iq
;ROUTED
LOCK -SLOPE
IROTECTION
SECTION - OUTLET E
SCALE: 1!2"=1'-d' `3
Sump Characteristics
¢5®12
4"
RT
EP s
5'
8"
S-8"
8"
STALL GALVANIZED
BAR SCREEN
SEE DETAIL 110
4
IISHED
ASSN` 1 Iq
;ROUTED
LOCK -SLOPE
IROTECTION
SECTION - OUTLET E
SCALE: 1!2"=1'-d' `3
Sump Characteristics
¢5®12
4"
RT
EP s
b
,
m � m
394.5-
393.5 - z
J
392.5 --- w
391.5
390.5
389.5 -- - --- z T-
388.5
388.5 -- _ *' _j cr o- Z
3 387.5 _ _ _ ___ . �, /` FLLIJ LL w Q
386.5 U) O > m
o 385.5 -- -_ 10 W z Z Z
v 384.5 - __ _ ___- �''� Q C 0 O
383.5 --- - __
m z z �_-
382.5 -_ + - w w 7 Z
381.5 -_ - O w u- W
380.5 _ ' > > O 1-
379.5 ___ U c cc
378.5 LZ.__._ _. _ __ 0-
C]
0 1 2 3 4 5 6 7 8 w z
Volume, AF w
r
� I
RECORD DRAWING CERTIFICATION SHEET NO
P HAl" i ��Y,� , i+ 6.1-1859 OF
CITY RECORDS NO.: 5
(4 lop.
NOTES
f 6d (I.Bn} alb -pet leer .;m .eeaod yob
A
TE
Zft12'MA18'19,
a«"� 1
TCE
12' (36.)
PLAN
Al R/IV be 10'(S0n) Mh hon
"*d hwhe Zit) v b srmMr) -.
i�
towst def gutter ee.Mm
T �`-0�7w 16th swMnw . (36w)
Pye adet shuchm
so card 040
SECTION A -A
L AN wui yam dog cmmsn fa Me appFuare
.a. or me eurmt .,aedbnbnw mfmYtl 4toa40
,Spsa'Aebfims SYN, of C*bno, BVshes md kn,
pwtria.. Agm %VWhamf of II.Wo'togoo:.pried
cerert erM..
2 AwW bmK shoe be ar mhiax n N ww, b000d0a
Apt bmf ry w a short, rb berg ° dW me nmtbs
axbatdbe to Me a'y F'Wew
3 1 oodwoned R.W &*Rap bests shot riot be
gosm.d by sen stmdRd
4. My hfemdafe bend, N qW w d most be to'
(ab) mthnom ft" S* dopes "not Reed 2't.
5 Co to she.6. hen boUffe a bb ss pe.- wRtm
bi b bbwwm bon fee Coy 6,yMm
6. Cnrbete dog be aved Ko a ,bite m0behied aging
cmpamd cmpQig o sectim W-7018 N LM shwdwd
SmaaVtrmS
7 Ne ppe beg, Ad be Axed h me dmchr.
cutoff of sheet carlea
mfwm to the Rosmewts
4.Z
12' (J6nI Mn.
5m srmAwtl t-14
IO' (3hn) al or
-bd(atyro) ownw.
diMmY to kw M.
`• sr-4'"nada'
Or. opp-md
CaoNret 60'rLMn) bol otan-ttd
Abse eilh admod ysb ar
,Marne aprared by Dy BM
.
aTY Engi.er. r artte fkwMe
• LmN m ser rwmber a
ddve and wed gates n km
to be dNe orad h the Woof
by fAe COY f"o-
a Cnat-10M Mur mK got. or m9 shoe anfam to the
*vcifthms Nom sbmdwd dorMp 0-12 and D-11
9 A9 new dotage omens Kon twee dao be ORAW
Ko o pnsnbbarl sta'Notf mere o Rywr A or gproral
epee: Axte'.M. robe h 15 ms/me (1JdRg4 A
repreemtNre of the mer d4ar6nmt yW be m de
N the Ime of ste Etaiw
It, Baer apwfy Ihd tank. to AWk Pais apwflnmt
Dsipr Pdky tor, doing.
It. See stmdrd 0-11 be fmprry danlge cash
PorNad
co.rNa
.owl / luae tree.,.,.
n LL1ta(
swact Mot"
to epee)
PATCH /N CONCRETE SURFACE
STANDARD
PAVEMENT PATCHES
CRY OF BAKERSPE.D
CALFI0i
x wOB6 .OM
ST -111
• oNeo dhaKse
dtmd 275', BO' Andlw ()Dm r R1m)
025, 40'r 40' Alsgle Balls ached to mgt 60' (a15r) h m sees
(Smm r ,when x fbarml)---�j
wt huge F.�I_'1(z�r)
y
sectimso! the seises sPeeikafims mtifYN ^Sfmdad
,fl
Spaibwbobs Soh of CHimng Bus law and
AS1M 0 2TIL
ironspo'talm Agmc% Owseftwt of Trampatafim;
DMIENSAW
ormaim ami and h days WAYS,
mpalN mrmt edtnn.
If trend witlM is res mm L0; badH KM 2 sw Ay
�
5 6mgmfAn frets wY be mWW oid Nof be Bre neso
eVON OSS .♦.♦.A
f
1 Sd, dopes and not e c d 21.
and tomo, of Me t.t, show be eelrmnei 6Y the MY
B°dM mrpmhd to YX rddne
h
v .
e
a
J AN dT d meld n the meet shuct., yw7 be not
'
Ise, 4 35-100
di golewasl after lobi infux
N•�4
`...
to 9!# rewhe mspbehon
IIv=1I
obi (1A' lmso) hIrg asdtmswdy m each If* N me
t Calwere she ovNoel m adb.s sowa pr"
alI]II
11 IL 11 11 11•
JI II=11 .II II 11=
P
•
wittm .pod b obtahN been Me ab Fo9^m'
ll�Flln�I�II11 It SIR
5 Cmbete she be mM em s We p0norfd
rodg Sr -12 h mus; edge mune,
m6+9 sarpmnd obb isg to sxYm 90-7.0IB of
♦
Me standard Vechiicatims
TABLE A"
r:
"
W r0
c
rrylnvemets m pr as Ad&
t
tla•1Y
I
1 ,a
'J' Igr
------------- ----- 1-i
►ila�'4 ���.�1-
- H 408h
pot
r:::+'::�`:�:
___1 _
is
:
is
TOP NEW Nell PCC doewr o be
1-11=11=11 II .lire 11=
II 1=11 II II II 1
a
powd
i�u=uT�uti=
e
ff
I"
1
I e •
i �IIM ,
r
,. .. - . , . r e,.. . , ,were:
•
STANDARD
PAVEMENT PATCHES
CRY OF BAKERSPE.D
CALFI0i
x wOB6 .OM
ST -111
• oNeo dhaKse
dtmd 275', BO' Andlw ()Dm r R1m)
025, 40'r 40' Alsgle Balls ached to mgt 60' (a15r) h m sees
(Smm r ,when x fbarml)---�j
wt huge F.�I_'1(z�r)
iOs (ISmmJ bee's Ld
60'(QtSnJ seer air
r Mqo = Pjoe QA
t0'(n1s.) �ejj� (a15b1
..1. (Rblin)� •(9JSal
n)
PLAN SECTION
NOTE: REFER TO DETAIL C
FOR THE ACTUAL
DIMENSIONS OF THE OUTLET
NO TES. ' as Nppe+zl
t As wen* !row did cook. to me mmdm64,
y
sectimso! the seises sPeeikafims mtifYN ^Sfmdad
,fl
Spaibwbobs Soh of CHimng Bus law and
AS1M 0 2TIL
ironspo'talm Agmc% Owseftwt of Trampatafim;
DMIENSAW
ormaim ami and h days WAYS,
mpalN mrmt edtnn.
If trend witlM is res mm L0; badH KM 2 sw Ay
�
5 6mgmfAn frets wY be mWW oid Nof be Bre neso
BMW maleic weer me Ppb zw. seat be has N
f
1 Sd, dopes and not e c d 21.
and tomo, of Me t.t, show be eelrmnei 6Y the MY
B°dM mrpmhd to YX rddne
h
v .
cmpmBm of baa aro
iOs (ISmmJ bee's Ld
60'(QtSnJ seer air
r Mqo = Pjoe QA
t0'(n1s.) �ejj� (a15b1
..1. (Rblin)� •(9JSal
n)
PLAN SECTION
NOTE: REFER TO DETAIL C
FOR THE ACTUAL
DIMENSIONS OF THE OUTLET
NO TES. ' as Nppe+zl
t As wen* !row did cook. to me mmdm64,
y
sectimso! the seises sPeeikafims mtifYN ^Sfmdad
1�
Spaibwbobs Soh of CHimng Bus law and
AS1M 0 2TIL
ironspo'talm Agmc% Owseftwt of Trampatafim;
DMIENSAW
ormaim ami and h days WAYS,
mpalN mrmt edtnn.
If trend witlM is res mm L0; badH KM 2 sw Ay
me e,nlb.¢ asgared rmdwe,
5 6mgmfAn frets wY be mWW oid Nof be Bre neso
BMW maleic weer me Ppb zw. seat be has N
f
1 Sd, dopes and not e c d 21.
and tomo, of Me t.t, show be eelrmnei 6Y the MY
B°dM mrpmhd to YX rddne
h
Figneer fed tots sad be n xcardanm Km me fists
cmpmBm of baa aro
a
J AN dT d meld n the meet shuct., yw7 be not
'
Ise, 4 35-100
di golewasl after lobi infux
3
`...
to 9!# rewhe mspbehon
send ePvd t aed F,*bbn mpomhseo be me eros
obi (1A' lmso) hIrg asdtmswdy m each If* N me
t Calwere she ovNoel m adb.s sowa pr"
Bader mofeaY .mil a, ppb
P
•
wittm .pod b obtahN been Me ab Fo9^m'
7. For pwminf pofdes wimis pored mm3 bee dmdwd
5 Cmbete she be mM em s We p0norfd
rodg Sr -12 h mus; edge mune,
m6+9 sarpmnd obb isg to sxYm 90-7.0IB of
♦
Me standard Vechiicatims
TABLE A"
6 Ab ppb beh she be pored h me shuctus
7. See s mead D•9 be arm", bmh stns woe
Bodo ampaNd to 95A'rdNi.
shag apphy for tlnl A widths:
"opmtsr h tmbpy woos own
/
30' boob" bw N "bit erct&N
AS1M 0 2TIL
d bot Bre ads, 10• of Bre
DMIENSAW
ormaim ami and h days WAYS,
-
If trend witlM is res mm L0; badH KM 2 sw Ay
me e,nlb.¢ asgared rmdwe,
5 6mgmfAn frets wY be mWW oid Nof be Bre neso
BMW maleic weer me Ppb zw. seat be has N
f
edeMM..°Mrd b d doe how . send Egradmt of wf
and tomo, of Me t.t, show be eelrmnei 6Y the MY
B°dM mrpmhd to YX rddne
h
Figneer fed tots sad be n xcardanm Km me fists
cmpmBm of baa aro
a
3/4' IW
�
Ise, 4 35-100
BwN n ppb zwre ebbpxted
No. 30 20•[V
`...
to 9!# rewhe mspbehon
send ePvd t aed F,*bbn mpomhseo be me eros
obi (1A' lmso) hIrg asdtmswdy m each If* N me
y� y' `;
Bader mofeaY .mil a, ppb
P
•
Re dtammaf and yodel Eam royr dd be mrm9My ms¢
7. For pwminf pofdes wimis pored mm3 bee dmdwd
m. to anfam to M. 1, 2
rodg Sr -12 h mus; edge mune,
Mmpent, m dod to sphp'Pe Pte to pocmbing
♦
and J
TABLE A"
$
i
•0 Fw pd+k' uohb'm, modrveiim
W r0
c
rrylnvemets m pr as Ad&
t
tla•1Y
(/Mdus L'urNllA.ba Cored atlas
9775, 20' (1a.. x Sam)
NNS m -N. aa+
10' (assn)
40 -tam')
05' (Isom) bars
of 6a'to Ism) 0C
Wa 375 (lam.) amorue
.o hire bdu nib feed yeeMt
gad a5'; t5nm) ams is Pot
50.) bore m hp wed bothm
ELEVA77ON
OUTLET STRUCTURE
Fiad (rah
Lyse arks 'dN nare
t
1 *Ys Tmlbc Mks (Trek) Sw
d4s*sorse
TAB E S
1 7.
nufFic ll .2'
30 -see x
55-6.5 1.5'
7.0-M0 20•
a5 41 bray 25•
B,arY co pasod Is 90
. Mnit of Ak zme Nog be I.a' do.
Nppe bd a me m/aik oe.reb,
"-ppb
60'
IINed M
shag apphy for tlnl A widths:
or coda's
Fk tkq
fk$h ppmm per
4. as" N DwN mvlrads doe be h mevdwrte KM me
AS1M 0 2TIL
fest, Moo a Smtrp 6-701 N the side Sk dxV Spm'fivbAmb%
DMIENSAW
tw ASN 01557, IMhvd 'C'7 be bapA dem geotr Mm Ld
NOTES:
If trend witlM is res mm L0; badH KM 2 sw Ay
r. Bac off M Rmil Pp. -
5 6mgmfAn frets wY be mWW oid Nof be Bre neso
BMW maleic weer me Ppb zw. seat be has N
AdNy N me Oesehpe / 5'ddeiM /Cmhadw me rrcuMw
edeMM..°Mrd b d doe how . send Egradmt of wf
and tomo, of Me t.t, show be eelrmnei 6Y the MY
is, Man 20 mod Ad cmk m to Me fdorhg F.WI .'
Figneer fed tots sad be n xcardanm Km me fists
Ye. 9ke Pmmhge posig
MMi h sbdkb 6-70I N me State .Sfmd= *dficabb"
3/4' IW
(w ASTM 01557, lWxd 2' i
Ise, 4 35-100
1.0' miler
No. 30 20•[V
6. Eve mow of bod/Y mNwid she orad as trrpmts,
mY bwN mbreM okay be pbcd h not to acid she
send ePvd t aed F,*bbn mpomhseo be me eros
obi (1A' lmso) hIrg asdtmswdy m each If* N me
k)W n phased
P40 p soh b mwwer m set to dwmge be ESWb Me ppb an
P
•
Re dtammaf and yodel Eam royr dd be mrm9My ms¢
7. For pwminf pofdes wimis pored mm3 bee dmdwd
xmd by n.dwkd fbbpisq, Bi metered Ad bo
rodg Sr -12 h mus; edge mune,
Mmpent, m dod to sphp'Pe Pte to pocmbing
♦
2 BwN hr h*k pyre.
TABLE A"
Ppb and Rhop did he horde h a w&" weer Me
cwmt ASTM WboranBm I1-2321. tn0' Ws I aK N
wr{.Wllmt he* .sen me ppb mss ell be eauiised
xdt@ Not. the pipe mK wooer Awdiq wed pt" doe
wt be oxd for bwN canpocthn Ar Nasm/e pp. B.
bedkq red hw xhky shoe be W #orw to Bre .5o* Me
N Me Poe door p oodf mrpmred For sewer ranks Cm t
bedhy h /e*W for bedMy and how drtl Coe id be
few set to ddxwte me ppb me m vi'" bads n me
ppb ebbe doe be hell Axed and mnpmhd it hills, not o
smoed 6d MkM.s BwN maw.V doe be po wry
earpxhd to spmdne
pw fb paeelMrg.
Me toftwim
shag apphy for tlnl A widths:
PW
WDIH
M GREATEST
TAMPNG
CUSS 1 BEDNNG
DMIENSAW
.�•�♦♦
OR YURRY
1.0' br Am
wider
4 0 wdw
♦ 1
both
both
s
Iff W to 20'
t0' wider
60' ~
r-oo.
both
both s
.u•s.
A•
1.5' wiser
1.0' miler
LO' ar mom
bath sides
lath dews
so3 DrdRr moMrd more Me pips m. doe w bee w ,
oI'toles,,f twitoK and what be
dN,bot STANDARD
he n ywod 1 (I Or
and she be W eac h set
ro eeceed ave kst (Ld room) rebs wee each roger TRENCH BACKFILL m.rh
show be Bimmydy mspbcfed by medrwisd fmpng AND COMPACTION save
FENCING TABLE
i�E.•.♦.••4
.•O♦♦
r •♦.h/♦.
' 7.8
DC
3 -D .9 m
.�w.•'• sii i��♦IIs♦ •�♦4j
.�•�♦♦
I+ ♦•1hi�♦
N w) ux •ec
w mime
wmr
iu
♦ 1
euw�i
W„s^
�e
r-oo.
�
..��♦
.u•s.
A•
♦♦Sb
♦ •i
a�,ero�o.t wow
i t •�'�i
Be sPpa pMAar
I� ♦•♦E4�♦
A` q
;_��-sed mfgohg sees shoe be
♦ ♦
�.�
P
•
Oi• •i
♦*i♦♦♦♦♦.♦�♦♦••♦.4♦♦♦.♦.♦♦♦♦.....♦♦♦4
r ♦♦i•C'Oi
diet be
.Y/Imm Km 1
♦S.
♦
arks
V
rtl
W r0
c
e
--
tla•1Y
CL
mCL
------------- ----- 1-i
- H 408h
___1 _
is
;
is
TOP NEW Nell PCC doewr o be
r.:
powd
urff arm io p -
r • � • �
ff
I"
1
I e •
i �IIM ,
1 e I
I
r
s
I
.d9✓ S.s . �
I I
y
g
SEC170N
w
At
.i•
P.I tlwN,
NOTES:
I
1. A9 work doe amkrm to as appsNe sx6'ass
(•
of me I(.rBmBms setRkd 'S'twrdwd SpaWmWu,
it
stab, of c000moa OwarWwt of h -W-bot-1
'+
Wpo.d a,rnf edfs,
r
2 Mt, shag tso of of are part p~ temmt
and two parts N dm, rd trodod surd
xWoew
3 Aids Noe her Nod be mato wool rwtly denied
-
FENCING TABLE
---------------- ----
fir__ _
HEIGy1T t
H
' 7.8
DC
3 -D .9 m
DL
2' m
m.....e.
N w) ux •ec
w mime
wmr
iu
♦ 1
euw�i
W„s^
�e
m
�
S
.u•s.
A•
a�,ero�o.t wow
0sw..we
Be sPpa pMAar
OW
A` q
I Fahk Mid be bdd.d to ON past /of rubber. and Wt -
Mess eras em kink bmdb vow qw- IC Xmm) Tal
a fakir sed co man to ASN A-392 Cass t
9. Sew pwmdsr doe be constructed hue to trade sell
wore ebbb web mmpmthn N rx to b dpm N as, (a/5n)
Fa6d: - 9 is. 2d
(5mw) sed, hdl
°Rs IImIHg bed
rsi:mrd or t. ADOMen
bse;
rem - ear' (tall
frost,
fmo - 1A75 (Sar
09
owe gibe 1726.
(tlmg
• So' 3dOs'6'P.0 os
(Oft pia
61e Mw - seas'
9n
(SOmn1T rd AaarwdTI I - 11 file
(MIX) - S7!•/R
2d Yn. �/Ab� � �lrgi btu ✓8)
Ea x -9 g 20' 11..-
(a 3s) E-20'Yn
NOTES.. thh I` (54-)
1 94ed Awp yd be esser fad &roe m probe ad
obs sedI em mm oedw at flR o o dpm of
ad (A kw
L ar..er M be bbd, v Nal bs wirer z5' t4 )
m 55 (aW ywrp CmoKe and be o-..ded mw,m
aK bmm .,Mea
J cmw" bw, Ila aWYim miss pin se Rt.
aped 8 dmoa d tan me my A*.. Caowete
M be Ned etb a std, pimrblow owing -pbod
awp'fq m bbt 99-7008.f me Kmbed ,q.aY -
4 Ex owns, W Soh ppb Noe160 kabM bb tbe n t
Mw pmt n Oil d' d s,. W rbes sed w
owessbl .elle= and'rl am -00h.).10 bas
gib wet bmbed a bux Wbeea .ed. felh+mm�et
s 11m /sdV d ebbs6m saemo h rzpwN, it" be aro
em 3: 5 - 9 gape leek sb mOOeo w mN me Wb ar
sad hen pdtl,, mrd ban w'Y be mxwd Km ods
6 I. M be mai em Rib, w w%mt dD .d.
Pamd mrodl6 aK regdnnv0d
1
hanl. ben Adrk ypi uses. r. me #.d6eriw NASTY
apufim: A-..2 am I.
E M(obmn Klawas .d gore Rae be n aardme wen me
mew, a dh hnwol Aw wMD4W N ofmler.Tptmwr1NwaJm- Ap da{
armf adw.
9 adho w ,pe,1W by bre Of of Mere" dmdrd dowap
o -r2 and be wntWef ewh� gore
rrrmuw
STANDARD.
CHAIN-LINK GATES ° ru
p..
Ct1Y or- eMKS"IFE.D D-13
CALIPOFNA
wore, 0ew,w er
RECORD DRAWING CERTIFICATION
6.1-1859
CITY RECORDS NO.:
ifl A`
---------------- ----
fir__ _
Se standard
�
m
&." S#4
0
II
\
co bane mrd
he t
Fes.
♦ 1
ottds
�
m
�
S
UJ
s 1
Be sPpa pMAar
N bm+nil9
C)
;_��-sed mfgohg sees shoe be
'ecommot
---; �'I"-.DA
rcmsM and me rat. edges 1 i
t-_7_
diet be
.Y/Imm Km 1
arks
V
rtl
W r0
c
e
� o
N
CL
mCL
------------- ----- 1-i
- H 408h
___1 _
;
TOP NEW Nell PCC doewr o be
I
powd
urff arm io p -
r • � • �
I
1 e I
I
r
s
I
•
pp
y
g
SEC170N
w
-'
.i•
P.I tlwN,
NOTES:
2d Ou �AIdId
1. A9 work doe amkrm to as appsNe sx6'ass
(•
of me I(.rBmBms setRkd 'S'twrdwd SpaWmWu,
stab, of c000moa OwarWwt of h -W-bot-1
'+
Wpo.d a,rnf edfs,
"•
2 Mt, shag tso of of are part p~ temmt
and two parts N dm, rd trodod surd
xWoew
3 Aids Noe her Nod be mato wool rwtly denied
-
Wes
or ryd se Mee of pies.
.• 4 '7Nn
4. Ae elf o More d m.A* Whom sed be
m'fty d e, mcxdx. Kth fhb polb'" N
ASN C-474 .sent ed'bm.
• I .'. C
5 flxmbh .sido d.0 be Waged h fhb opebemn
T s
s
&e:fia of fed .nal it. wMmm pmsble a m
dented by the atty Filgnmr.
r•
6 A h ppb amts sed be,
worpedsbed.
sense. .seed wrmae
b} e
1. N seer m" forMsora Mw Mgr Mm
s >t a t •.
shat
IB' n cdmr.fm slut be .d rill
o tw
7-L' a gpowf equot
<�
S67 -I
FlI£HNr: $W-YKY
aro nnre
F~-
STANDARD
MANHOLE SEC77ON
MANHOLE
TYPE "B" Flt wT's
CTfY OF
CALF SW -4
rn vaew euwc
waves DfPumeus
Fa6d: - 9 is. 2d
(5mw) sed, hdl
°Rs IImIHg bed
rsi:mrd or t. ADOMen
bse;
rem - ear' (tall
frost,
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RECORD DRAWING CERTIFICATION
6.1-1859
CITY RECORDS NO.:
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GENERAL NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT
FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER CITY STANDARD DETAIL ST -22.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED
BY THE CITY ENGINEER.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
ANY FURTHER WORK.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD
STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, LATEST ADDITION, HEREON REFEREED TO AS STANDARD SPECIFICATIONS.
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049.
8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING,
ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED
AS DIRECTED BY THE CITY ENGINEER.
9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN
AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE,
PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE
CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO
WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE
PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE
DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A
CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS
OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT
AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL
LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6.
13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY
ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK
CHARGED TO THE CONTRACTOR.
14. MEYER CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE
PLANS MUST BE APPROVED IN WRITING BY MEYER CIVIL ENGINEERING, INC.
15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT
ARE PART OF THIS PROJECT.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF
TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE
SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE.
17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR
SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND
DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART
OF THESE PLANS.
19. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BE THE DEVELOPER.
ALL RESTAKING WILL BE BACK CHARGED TO THE CONTRACTOR.
20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND
STORM DRAIN LINES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE TO
THE PLANS.
21. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE
INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY
THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
360'. IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED.
THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR,
WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE DEVELOPER
SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN
COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED
"CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING,
BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY
THE CITY ENGINEER PRIOR TO ACCEPTANCE, AFTER ACCEPTANCE OF THE SYSTEM, THE
VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY
22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED
STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY
BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT.
23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE
WITHIN THE PIPE ZONE.
24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO
EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE.
STORM DRAIN NOTES
STORM DRAIN PIPE:
1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE
THE FOLLOWING:
A. REINFORCED CONCRETE PIPE (RCP): REINFORCED CONCRETE PIPE SHALL BE CLASS
III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE
STANDARD SPECIFICATIONS,
B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF
SECTION 651.06 OF THE STANDARD SPECIFICATIONS.
C. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS
HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH
ELEVATION.
D. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 65 OF THE STANDARD SPECIFICATIONS.
2. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS
SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT
HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED
AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY
REMADE.
3. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR STROM DRAIN
CONSTRUCTION:
A. PIPE SADDLES OVER EXISTING UTILITIES WITHIN 12"OF BOTTOM OF DRAIN: D-9
B. SUMP AND SUMP OUTLET STRUCTURES D-11
C. SUMP FENCING AND GATES: D-12 AND 13
D. CATCH BASINS: D-14
E. MANHOLES: D-18
F. STORM DRAIN TRENCHING AND BACKFILL: ST -22
ABANDON EXISTING STORM DRAIN. Where called for on the plans, the Contractor shall
abandon existing RCP 18"and 24"storm drain pipe. The 18"and 24"storm drain pipes that are
to be abandoned at various locations identified on the plans, shall be completely bockfilled by
the Contractor in a method approved by the engineer. The pipe fill material shall consist of
a lean mix of cement (2 sacks per yard) and sand or controlled low strength material
(CLSM) and shall be placed in the pipe to fully backfill the pipe without voids. After filling
the pipe, the Contractor shall plug each end of the pipe in the within the manholes with
concrete (not less than 505 pounds of cementitious material per cubic yard) and shall shape
the concrete to conform to the manhole wall. The concrete plug shall be a minimum of one
(1) foot in thickness.
When CLSM is proposed for use, the Contractor shall submit a mix design and test data to
the Engineer for approval prior to abandoning the storm drain pipe for which controlled low
strength material is proposed for use. The test data and mix design shall provide for the
following:
A. A 28 -day compressive strength between 50 pounds per square inch and 100 pounds
per square inch. Compressive strength shall be determined in conformance with the
requirements in ASTM Designation: D 4832.
B. Cement shall be any type of portland cement conforming to the requirements in ASTM
Designation: C 150; or any type of blended hydraulic cement conforming to the
requirements in ASTM Designation: C 595 or the physical requirements in ASTM Designation:
C 1157. Testing of cement will not be required.
C. Admixtures may be used in conformance with the provisions in Section 90-1.02E,
"Admixtures," of the Standard Specifications. Chemical admixtures containing chlorides as Cl
in excess of one percent by weight of admixture, as determined in conformance with the
requirements of California Test 415, shall not be used. If an air -entraining admixture is
used, the maximum air content shall be limited to 20 percent.
Materials for CLSM shall be thoroughly machine -mixed in a pugmill, rotary drum or other
approved mixer. Mixing shall cpntinue until the cementitious materia; and water are
thoroughly dispersed throughout the material.
The fill material
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RECORD DRAWING CERTIFICATION
6.1-1859
CITY RECORDS NO.:
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