HomeMy WebLinkAbout07-12-2016 Item 09 Council Reading File - Jennifer St Sewer Line Final 91885_Construction DrawingsMA
Y
2
0
1
6
1
17
AP
P
R
O
V
E
D
B
Y
FI
L
E
N
O
.
/
L
O
C
A
T
I
O
N
DA
T
E
OF
SH
E
E
T
JE
N
N
I
F
E
R
S
T
R
E
E
T
SE
W
E
R
L
I
N
E
R
E
P
L
A
C
E
M
E
N
T
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND SERVICE ALER
T
U.
S
.
A
.
"
TO
L
L
FREE AT 1-800-227-2600 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCA
T
I
O
N
OF
FI
B
E
R
OPTIC CABLES, POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTO
R
SH
A
L
L
AL
S
O
CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DR
A
I
N
A
G
E
AN
D
UNDERGROUND FACILITIES.2.THE CONTRACTOR MUST POSSESS A VALID CLASS "A" OR CLASS C34 CONTRACTOR'S LICENSE AT THE TI
M
E
OF
TH
E
BI
D
OPENING.3.UNDERGROUND FACILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS.4.IT SHALL BE CONTRACTORS RESPONSIBILITY TO VIDEO (E) SEWER LINES PRIOR TO WORK TO IDENTIFY
LO
C
A
T
I
O
N
OF
ALL WYES & POTENTIAL LATERALS. SUBMIT REPORT TO OWNER WITH VIDEO FILE & STATIONING OF AL
L
WY
E
S
,
FR
O
M
UPSTREAM MANHOLE. VERIFY ALL WYES AS LIVE LATERALS WITH DYE TEST.5.WHEN SAWCUTTING, THE CONTRACTOR SHOULD ASSUME THAT ALL TRAFFIC SIGNAL CONDUIT IS LOC
A
T
E
D
WI
T
H
I
N
9
INCHES BELOW THE TOP OF PAVEMENT, AND SIGNAL LOOPS WITHIN 1". CONTRACTOR IS RESPONSIBLE FO
R
CO
M
P
L
E
T
E
REPAIR OF ALL DISRUPTED LOOPS.6.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION BY POTHOLING ALL CROSSING UTILITIES PRIOR TO
LA
Y
I
N
G
PI
P
E
SO THAT PIPE ALIGNMENT AND GRADE CAN BE ADJUSTED AS NEEDED.7.OVERHEAD UTILITIES ARE NOT SHOWN IN ALL INSTANCES AND ARE NOT SHOWN ON PROFILES. CONT
R
A
C
T
O
R
SH
A
L
L
USE DUE CARE WHEN WORKING NEAR OR UNDER THESE UTILITIES AND SHALL PROTECT THEM IN PLACE
.
8.MAST ARMS LOCATIONS ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL USE DUE CARE WHEN WOR
K
I
N
G
NE
A
R
OR
UNDER THESE STRUCTURES AND SHALL PROTECT THEM IN PLACE.9.THE CONTRACTOR SHALL NOT INTERRUPT THE UTILITY SERVICE FUNCTION, DISTURB THE SUPPORT BA
S
E
,
OR
MO
D
I
F
Y
ANY FACILITY WITHOUT AUTHORITY FROM THE UTILITY OWNER.10.EXISTING PIPELINES AND UTILITIES THAT CROSS NEW PIPING OR SIMILAR EXCAVATIONS REQUIRED TO
CO
N
S
T
R
U
C
T
THE PIPING, SHALL BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED.11.ALL EXISTING PIPELINES AND UTILITIES SHALL BE SUPPORTED ACROSS THE EXCAVATION DURING CON
S
T
R
U
C
T
I
O
N
.
IN
ORDER TO PREVENT SETTLEMENT OF THE UTILITY AFTER INSTALLATION OF THE NEW SYSTEM, THE
CO
N
T
R
A
C
T
O
R
SHALL PLACE 1-SACK SLURRY BETWEEN THE COMPACTED PIPE ZONE MATERIAL AND THE UTILITY.12.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UTILITY THAT WAS OMITTED FR
O
M
TH
E
PL
A
N
S
,
INCORRECTLY SHOWN, OR NOT PROPERLY MARKED. IF A UTILITY COMPANY DOES NOT PROV
I
D
E
LO
C
A
T
I
O
N
INFORMATION OR MARKING SERVICES IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TH
E
EN
G
I
N
E
E
R
.
FAILURE OF THE CONTRACTOR TO NOTIFY THE ENGINEER PER SECTION 4-1.03D OF THE CITY STAN
D
A
R
D
S
SH
A
L
L
PROHIBIT THE CONTRACTOR FROM CLAIMING EXTRA WORK ASSOCIATED WITH SAID UTILITY.13.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER IF ANY UTILITY IS DISTURBED
OR
DA
M
A
G
E
D
DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL BEAR THE COSTS OF REPAIRS OR REP
L
A
C
E
M
E
N
T
OF
ANY MARKED UTILITY WHERE DAMAGE WAS CAUSED BY THE CONTRACTORS ACTIVITIES.14.INTERFERING PORTIONS OF ABANDONED UTILITIES SHALL BE REMOVED AND DISPOSED OF BY THE CO
N
T
R
A
C
T
O
R
IN
ACCORDANCE WITH THE SPECIFICATIONS AND SPECIAL PROVISIONS. CUT ENDS OF EXISTING ABANDO
N
E
D
UT
I
L
I
T
I
E
S
SHALL BE PLUGGED WITH MINIMUM 18-INCH CONCRETE PLUGS. THE CONTRACTOR SHALL VERIFY THAT
TH
E
UT
I
L
I
T
Y
IS
TRULY ABANDONED PRIOR TO CUTTING OR ABANDONMENT.15.TIE OUT CENTERLINE MONUMENTS WITHIN 2' OF PROJECT EXCAVATION AND CITY BENCHMARKS BEFO
R
E
WO
R
K
AN
D
REPLACE IF DISTURBED IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARD DE
T
A
I
L
90
2
0
AN
D
PROFESSIONAL LAND SURVEYORS ACT.16.THE CONTRACTOR SHALL REPLACE ALL CURB PAINTING, PAVEMENT STRIPES, MARKINGS, AND MARKE
R
S
DI
S
T
U
R
B
E
D
DURING CONSTRUCTION. ALL STRIPING IS PER STATE STANDARD PLANS. CURB PAINTING, PAVEM
E
N
T
ST
R
I
P
E
S
,
MARKINGS AND MARKERS ARE NOT SHOWN ON THESE PLANS.HORIZONTAL CONTROL FOR POINTS 8055, 8063 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZ
O
N
T
A
L
CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH
D
A
T
E
1
9
9
1
.
3
5
,
ZONE 5 CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 118 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 BENCHMAR
K
S
Y
S
T
E
M
.
CITY'S BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).
CO
M
M
=
C
O
M
M
U
N
I
C
A
T
I
O
N
T
R
E
N
C
H
DS
=
D
E
A
D
O
R
U
N
U
S
E
D
S
E
W
E
R
L
A
T
E
R
A
L
(E
)
=
E
X
I
S
T
I
N
G
EF
=
E
X
I
S
T
I
N
G
F
I
B
E
R
O
P
T
I
C
EG
=
E
X
I
S
T
I
N
G
G
A
S
L
I
N
E
ES
S
=
E
X
I
S
T
I
N
G
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
I
N
ET
=
E
X
I
S
T
I
N
G
C
O
M
M
U
N
I
C
A
T
I
O
N
D
U
C
T
EW
=
E
X
I
S
T
I
N
G
W
A
T
E
R
L
I
N
E
FH
L
=
F
I
R
E
H
Y
D
R
A
N
T
L
A
T
E
R
A
L
HD
P
E
=
H
I
G
H
D
E
N
S
I
T
Y
P
O
L
Y
E
T
H
Y
L
E
N
E
IN
V
=
I
N
V
E
R
T
LS
=
L
I
V
E
S
E
W
E
R
L
A
T
E
R
A
L
MH
=
M
A
N
H
O
L
E
MO
N
=
M
O
N
U
M
E
N
T
(N
)
=
N
E
W
OH
W
=
O
V
E
R
H
E
A
D
W
I
R
E
PP
=
P
O
W
E
R
P
O
L
E
RO
W
=
R
I
G
H
T
O
F
W
A
Y
SC
O
=
S
E
W
E
R
C
L
E
A
N
O
U
T
SM
H
=
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
TO
P
=
S
E
W
E
R
L
A
T
E
R
A
L
C
O
N
N
E
C
T
E
D
T
O
T
O
P
O
F
P
I
P
E
TY
P
.
=
T
Y
P
I
C
A
L
VC
P
=
V
I
T
R
I
F
I
E
D
C
L
A
Y
P
I
P
E
WM
=
W
A
T
E
R
M
E
T
E
R
OH
E
=
O
V
E
R
H
E
A
D
E
L
E
C
T
R
I
C
UE
=
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
Δ
=
B
E
N
C
H
M
A
R
K
(E
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
L
I
N
E
(E
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
L
A
T
E
R
A
L
(
L
I
V
E
)
(E
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
L
A
T
E
R
A
L
(
D
E
A
D
)
(E
)
G
A
S
L
I
N
E
(E
)
C
O
M
M
U
N
I
C
A
T
I
O
N
S
D
U
C
T
(E
)
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
A
L
(E
)
W
A
T
E
R
L
I
N
E
(E
)
O
V
E
R
H
E
A
D
E
L
E
C
T
R
I
C
A
L
(E
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
T
O
B
E
A
B
A
N
D
O
N
E
D
(N
)
H
D
P
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
(T
R
E
N
C
H
A
N
D
B
A
C
K
F
I
L
L
)
(N
)
J
A
C
K
A
N
D
B
O
R
E
S
A
N
I
T
A
R
Y
S
E
W
E
R
(N
)
C
U
R
E
D
I
N
P
L
A
C
E
P
I
P
E
(N
)
S
A
W
C
U
T
L
I
N
E
(N
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
M
A
N
H
O
L
E
(N
)
S
A
N
I
T
A
R
Y
S
E
W
E
R
F
L
O
W
D
I
R
E
C
T
I
O
N
SP
E
C
I
F
I
C
A
T
I
O
N
N
O
.
91
1
8
5
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
No
.
C
5
3
4
1
8
Ex
p
i
r
e
s
6
/
3
0
/
1
7
BA
R
B
A
R
A
LYNCH
«
«
1-
8
0
0
-
2
2
7
-
2
6
0
0
PR
O
J
E
C
T
LO
C
A
T
I
O
N
(E
)
W
A
T
E
R
L
I
N
E
V
A
L
V
E
S
(E
)
V
A
L
V
E
(E
)
S
T
R
E
E
T
L
I
G
H
T
(E
)
M
A
N
H
O
L
E
(E
)
S
U
R
V
E
Y
C
O
N
T
R
O
L
(E
)
M
A
N
H
O
L
E
(E
)
W
A
T
E
R
M
E
T
E
R
(E
)
U
T
I
L
I
T
Y
P
O
L
E
(E
)
V
E
G
E
T
A
T
I
O
N
(E
)
L
I
G
H
T
P
O
L
E
(E
)
S
I
G
N
P
O
L
E
(E
)
C
U
R
B
(E
)
G
U
T
T
E
R
(E
)
E
D
G
E
O
F
CO
N
C
R
E
T
E
/
A
C
(E
)
T
R
A
I
N
T
R
A
C
K
S
(E
)
F
E
N
C
E
(E
)
T
R
A
I
N
T
R
A
C
K
S
RO
W
PR
O
P
E
R
T
Y
L
I
N
E
CE
N
T
E
R
L
I
N
E
1.INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON THESE DRAWINGS ARE TAKEN FROM FIELD
SU
R
V
E
Y
,
CI
T
Y
OF SAN LUIS OBISPO RECORDS, AND UTILITY RECORD INFORMATION. THE CONTRACTOR SHALL VERIFY
LO
C
A
T
I
O
N
S
OF
ALL UTILITIES PRIOR TO BEGINNING WORK.2.ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THESE PLANS AND THE CITY OF SA
N
LU
I
S
OB
I
S
P
O
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS, AND ALL WORK SHALL BE SUBJECT TO THE APP
R
O
V
A
L
OF
TH
E
CITY (UNLESS OTHERWISE SHOWN IN THE CONSTRUCTION DOCUMENTS).3.THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON TH
E
SI
T
E
AT
AL
L
TIMES. THE CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CH
A
N
G
E
S
WH
I
C
H
DEVIATE FROM THE CONSTRUCTION AS SHOWN IN THESE PLANS AND SPECIFICATIONS. THE CONT
R
A
C
T
O
R
SH
A
L
L
PROVIDE AS-BUILT INFORMATION AS TO THE EXACT LOCATION OF SEWER APPURTENANCES: PIPE, MAN
H
O
L
E
S
,
BE
N
D
S
,
LATERAL CONNECTIONS, MARKERS, AND OTHER FEATURES FOR THE PURPOSE OF PROVIDING THE EN
G
I
N
E
E
R
WI
T
H
A
BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENG
I
N
E
E
R
.
4.THE CONTRACTOR SHALL COMPLY WITH CALOSHA REGULATIONS AT ALL TIMES AND SHALL FURNIS
H
,
ER
E
C
T
AN
D
MAINTAIN SUCH FENCES, BARRICADES, DETOURS, FLAGMAN, LIGHTS AND SIGNS AS NECESSARY TO GIV
E
PR
O
T
E
C
T
I
O
N
TO THE PUBLIC AT ALL TIMES.5.ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE PROJECT AND BE DISPOSED OF IN A LEG
A
L
MA
N
N
E
R
IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS.
1
CO
V
E
R
S
T
R
E
E
T
2
GE
N
E
R
A
L
N
O
T
E
S
A
N
D
SH
E
E
T
L
A
Y
O
U
T
3
LI
N
E
"
A
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
0
+
0
0
T
O
S
T
A
4
+
0
0
4
LI
N
E
"
A
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
4
+
0
0
T
O
S
T
A
8
+
0
0
5
LI
N
E
"
A
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
8
+
0
0
T
O
S
T
A
1
2
+
0
0
6
LI
N
E
"
A
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
1
2
+
0
0
T
O
S
T
A
1
4
+
9
0
.
9
0
7
LI
N
E
"
B
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
0
+
0
0
T
O
S
T
A
4
+
0
0
8
LI
N
E
"
B
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
4
+
0
0
T
O
S
T
A
8
+
3
3
.
2
6
9
LI
N
E
"
C
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
0
+
0
0
T
O
S
T
A
0
+
9
2
.
3
3
10
LI
N
E
"
D
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
0
+
0
0
T
O
S
T
A
4
+
0
0
11
LI
N
E
"
D
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
4
+
0
0
T
O
S
T
A
6
+
5
8
.
9
0
12
LI
N
E
"
D
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
6
+
5
8
.
9
0
T
O
S
T
A
9
+
2
0
.
6
5
13
LI
N
E
"
D
"
TR
A
F
F
I
C
C
O
N
T
R
O
L
&
S
T
A
G
I
N
G
IN
F
O
R
M
A
T
I
O
N
A
N
D
D
E
T
A
I
L
S
14
LI
N
E
"
E
"
PL
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
0
+
0
0
T
O
S
T
A
1
+
1
7
.
2
1
15
DE
T
A
I
L
S
16
DE
T
A
I
L
S
17
DE
T
A
I
L
S
Sa
n
L
u
i
s
O
b
i
s
p
o
C
o
u
n
t
y
,
C
a
l
i
f
o
r
n
i
a
2
1"
=
1
5
0
'
GENERAL NOTES AND SHEET LAYOUT
1-
8
0
0
-
2
2
7
-
2
6
0
0
1.AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIESWITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITIES AND UNDERGROUNDSTRUCTURES MAY NOT BE SHOWN ON THESE PLANS AND THEIR LOCATION ISAPPROXIMATE. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIESAND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.2.EXISTING WATER, SEWER, GAS COMMUNICATION FIBER OPTIC LINE, AND OTHERUTILITIES MAY OR MAY NOT BE SHOWN ON THESE PLAN AND PROFILE DRAWINGS.THE CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATION OF THESE UTILITIESAND CONSTRUCT THE NEW IMPROVEMENTS WHILE MAINTAINING SERVICE AT ALLTIMES DURING CONSTRUCTION. DAMAGE CAUSED BY THE CONTRACTOR TO THESESERVICES SHALL BE REPAIRED IMMEDIATELY AT THE SOLE EXPENSE OF THECONTRACTOR.3.THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY COMPANIES AT LEAST48 HOURS BEFORE BEGINNING ANY POTHOLING OF EXCAVATION AND SHALL VERIFYWHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURINGEXCAVATION.UNDERGROUND SERVICE ALERT (USA) 800-227-2600CITY OF SAN LUIS OBISPO (UTILITIES)805-781-7237PACIFIC GAS AND ELECTRIC CO.805-546-3831SOUTHERN CALIFORNIA GAS CO.213-544-5886LEVEL 3 COMMUNICATIONS877-366-8344CHARTER COMMUNICATIONS805-544-1962VERIZON972-729-6322AT&T/PACIFIC BELL510-645-2929TIME WARNER TELECOM805-879-7814QWEST COMMUNICATIONS303-992-9931SLO UNIFIED SCHOOL DISTRICT805-596-4105UNION PACIFIC RAIL ROAD402-544-8536AMTRAK213-683-67214.ALL STATIONING IS BASED ON THE CENTERLINE OF THE PIPE UNLESS OTHERWISESHOWN ON PLANS.5.THE CONTRACTOR SHALL HAVE A COPY OF THE PROJECT SPECIFICATIONS AND THECITY OF SAN LUIS OBISPO FIELD REPRESENTATIVE SHALL BE NOTIFIED AT LEAST TWO(2) WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION OR ANY OTHERREQUIRED OBSERVATION.6.CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN, ANDSANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY.STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEINGCONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FORANY CLEANUP ON ADJACENT STREETS AFFECTED BY CONSTRUCTION.7.IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED BYCONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACEIN KIND THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE AGENCYHAVING JURISDICTION. IF STENCILING OR LEGEND IS PARTIALLY OBLITERATED, THEENTIRE STENCIL OR LEGEND SHALL BE REPLACED TO THE SATISFACTION OF THELOCAL AGENCY HAVING JURISDICTION.8.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND PERMITS (ASREQUIRED) APPROVED BY THE REGULATORY AGENCIES HAVING JURISDICTION OVERTHE PROJECT WORK. ALL AGENCIES SHALL BE NOTIFIED AT LEAST TWO (2) WORKINGDAYS PRIOR TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUTAPPROVED PLANS AND/OR PERMITS AND PRIOR NOTIFICATION WILL BE REJECTED ATTHE CONTRACTORS RISK AND EXPENSE.9.ALL LANDSCAPING AND GRASSED AREAS SHALL BE RESTORED TO THEIR ORIGINALCONDITION PER THE PROJECT SPECIFICATIONS AND SPECIAL PROVISIONS. ALLIRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT AREDAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY AND THEREGULATORY AGENCY.10.ALL PCC AND AC PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARYWORKING LIMITS AND SAW CUT PRIOR TO REMOVAL. ALL DEBRIS CREATED BY THEREMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANDSHALL BE DISPOSED OF OFF SITE IN A LEGAL MANNER AND AT A LOCATIONACCEPTABLE TO ALL APPLICABLE AGENCIES.11.THE CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS AND UTILITYCOMPANIES PERFORMING OTHER CONSTRUCTION AND MAINTENANCE WORK IN THEAREA.12.THE CONTRACTOR'S WORK SCHEDULE SHALL TAKE INTO ACCOUNT SCHEDULERESTRICTIONS NECESSARY FOR THE SAFE HANDLING OF VEHICLE, BICYCLE, ANDPEDESTRIAN TRAFFIC ADJACENT TO THE PROJECT.13.COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIALPLACED AS SPECIFIED BY THE CITY. SAID TESTS SHALL BE APPROVED BY THE CITYPRIOR TO THE PLACING OF THE NEXT MATERIAL. CONTRACTOR TO NOTIFY FIELDREPRESENTATIVE 24-48 HOURS PRIOR.14.CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND SURVEY OF IMPROVEMENTS PRIORTO CONSTRUCTION. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIESIN THE LINE OR GRADE, THE CONTRACTOR SHALL BRING IT TO THE IMMEDIATEATTENTION OF THE ENGINEER. IF THE CONTRACTOR FAILS TO DO SO, THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE LINE OR GRADE ANDNECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR.15.NEITHER THE CITY NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES ORREGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CONTRACTOR SHALLDESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING ANDBRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.16.ALL MANHOLES, VAULTS OR STRUCTURES INSTALLED OR AFFECTED BY THECONTRACTOR'S WORK SHALL BE ADJUSTED TO FINISHED GRADE.17.THE CONTRACTOR SHALL FURNISH SUPPLIERS' CERTIFICATES STATING THAT ALLPIPE, FITTINGS, AND ALL OTHER MATERIALS COMPLY WITH THE SPECIFICATIONS,SPECIAL PROVISIONS, AND REQUIREMENTS OF THE CONTRACT DOCUMENTS.18.UNLESS OTHERWISE INDICATED ON THE PLANS. ALL NEW PIPE SHALL BE LAID INOPEN TRENCH IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARDDETAIL 6020.
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
1+00
2+
0
0
210 2200+00
PR
O
F
I
L
E
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
3+
0
0
4+
0
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
230
21
0
22
0
24
0
240
3 1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
LINE "A" - PLAN & PROFILE
STA. 0+00 TO STA. 4+00
DE
T
A
I
L
1
(E
)
M
H
K
1
1
-
3
3
-
S
T
A
.
0
+
0
0
LI
N
E
"
A
"
DE
T
A
I
L
2
(E
)
M
H
K
1
1
-
3
5
-
S
T
A
.
3
+
7
0
.
7
4
LI
N
E
"
A
"
4
5+00
6+
0
0
2204+00
LINE "A" - PLAN & PROFILE
STA. 4+00 TO STA. 8+00
PROFIL
E
-
L
I
N
E
"
A
"
(Scale: 1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PLAN
-
L
I
N
E
"
A
"
(Sc
a
l
e
:
1
"
=
2
0
'
)
7+
0
0
8+
0
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
230
22
0
24
0
240
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
3
(E
)
M
H
K
1
1
-
3
8
-
S
T
A
.
6
+
6
7
.
7
7
LI
N
E
"
A
"
5
9+00
10
+
0
0
2502208+00
LINE "A" - PLAN & PROFILE
STA. 8+00 TO STA. 12+00
PR
O
F
I
L
E
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
11
+
0
0
12
+
0
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
240
25
0
22
0
23
0
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
4
(E
)
M
H
K
1
1
-
2
7
-
S
T
A
.
1
0
+
5
8
.
7
3
LI
N
E
"
A
"
6
13+00
14
+
0
0
12+00
LINE "A" - PLAN & PROFILE
STA. 12+00 TO STA. 14+90.90
PR
O
F
I
L
E
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
A
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
14
+
9
0
.
9
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
25
0
24
0
26
0
240 260
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
5
(E
)
M
H
L
1
1
-
4
1
-
S
T
A
.
1
2
+
5
9
.
6
5
LI
N
E
"
A
"
DE
T
A
I
L
7
(E
)
M
H
L
1
1
-
2
9
-
S
T
A
.
1
4
+
9
0
.
9
0
LI
N
E
"
A
"
7
1+00
2+
0
0
0+00
LINE "B" - PLAN & PROFILE
STA. 0+00 TO STA. 4+00
PR
O
F
I
L
E
-
L
I
N
E
"
B
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
B
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
3+
0
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
240 260
4+
0
0
250
24
0
26
0
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
8
(E
)
M
H
L
1
2
-
1
1
ST
A
.
0
+
0
0
L
I
N
E
"
B
"
8
5+00
6+
0
0
4+00
LINE "B" - PLAN & PROFILE
STA. 4+00 TO STA. 8+33.26
PR
O
F
I
L
E
-
L
I
N
E
"
B
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
B
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
7+
0
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
260
8+
0
0
26
0
25
0
24
0
240
8+
3
3
.
2
6
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
6
(N
)
M
H
#
1
ST
A
.
1
4
+
7
3
.
5
5
L
I
N
E
"
A
"
ST
A
8
+
3
3
.
2
6
L
I
N
E
"
B
"
DE
T
A
I
L
9
(E
)
M
H
#
2
ST
A
.
4
+
7
3
.
2
6
L
I
N
E
"
B
"
9
0+92.330+00
LINE "C" - PLAN & PROFILE
STA. 0+00 TO STA. 0+92.33
PROFILE - LINE "C"(Scale: 1"=20' H, 1"=4' V)
PL
A
N
-
L
I
N
E
"
C
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
220 230
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
10
1+00
2+
0
0
220 2300+00
LINE "D" - PLAN & PROFILE
STA. 0+00 TO STA. 4+00
210
PR
O
F
I
L
E
-
L
I
N
E
"
D
"
(S
c
a
l
e
:
1
"
=
2
0
'
H
,
1
"
=
4
'
V
)
PL
A
N
-
L
I
N
E
"
D
"
(S
c
a
l
e
:
1
"
=
2
0
'
)
3+
0
0
4+
0
0
22
0
24
0
21
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
1
(E
)
M
H
K
1
1
-
0
4
ST
A
.
0
+
0
0
.
0
0
-
L
I
N
E
"
D
"
DE
T
A
I
L
2
(N
)
M
H
#
3
ST
A
.
3
+
8
5
.
1
4
-
L
I
N
E
"
D
"
11
6+
0
0
230 240 2505+00
LINE "D" - PLAN & PROFILE
STA. 4+00 TO STA. 6+58.90
PROFILE - LINE "D"(Scale: 1"=20' H, 1"=4' V
)
PLAN - LINE "D"(Scale: 1"=20')2604+00
23
0
25
0
26
0
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
24
0
6+
5
8
.
9
0
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
3
A
(E
)
M
H
L
1
0
-
5
4
ST
A
.
5
+
4
5
.
0
0
+
/
-
L
I
N
E
"
D
"
DE
T
A
I
L
4
(N
)
M
H
#
5
ST
A
.
6
+
6
3
.
2
6
-
L
I
N
E
"
D
"
DE
T
A
I
L
3
B
(N
)
M
H
#
4
ST
A
.
5
+
3
5
.
9
6
-
L
I
N
E
"
D
"
12
7+00 230 240
LINE "D" - PLAN & PROFILE
STA. 6+58.90 TO STA. 9+20.65
PROFILE - LINE
"
D
"
(Scale: 1"=20' H, 1
"
=
4
'
V
)
PLAN - LINE "D"(Scale: 1"=20')8+00
9+
0
0
260
23
0
24
0
25
0
9+
2
0
.
6
5
6+58.90
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N IA
REGISTE
R
E
D
P
R
O
FESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
5
(E
)
M
H
L
1
0
-
5
0
/
(
N
)
M
H
#
6
ST
A
.
9
+
2
0
.
6
5
-
L
I
N
E
"
D
"
13
LINE "D" - TRAFFIC CONTROL, STAGING INFORMATION
AND DETAILS
OSOS ST.PROJE
C
T
T
R
A
F
F
I
C
C
O
N
T
R
O
L
R
E
Q
U
I
R
E
M
E
N
T
S
(1
"
=
4
0
'
)
TE
M
P
O
R
A
R
Y
S
T
A
G
I
N
G
L
O
C
A
T
I
O
N
(1
"
=
1
0
'
)
UPHAM ST.
G
E
O
R
G
E
S
T
.
JEN
N
I
F
E
R
S
T
.
AS
S
H
O
W
N
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
14
240 2500+00
LINE "E" - PLAN & PROFILE
STA. 0+00 TO STA. 1+17.21
PROFILE - LINE "E"(Scale: 1"=20' H, 1"=4' V)PLAN - LINE "E"(Scale: 1"=20')
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
1+
0
0
1+
1
7
.
2
1
24
0
25
0
1"
=
2
0
'
(
H
)
,
1
"
=
4
'
(
V
)
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DE
T
A
I
L
6
(E
)
M
H
L
1
0
-
2
5
ST
A
.
0
+
6
0
-
L
I
N
E
"
E
"
DE
T
A
I
L
7
(E
)
M
H
L
1
0
-
2
8
ST
A
.
1
+
1
7
.
2
1
-
L
I
N
E
"
E
"
15
DETAILS
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
DE
T
A
I
L
1
(S
c
a
l
e
:
1
"
=
2
'
)
(N) MH #1STA. 14+73.55 LINE "A"=STA 8+33.26 LINE "B"
(E
)
M
H
L
1
1
-
2
9
ST
A
.
1
4
+
9
0
.
9
0
L
I
N
E
"
A
"
PAVEMENT REMOVAL LIMITS - MANHOLE (TYP.)DETAIL 3(Scale: NTS)
PA
V
E
M
E
N
T
R
E
M
O
V
A
L
L
I
M
I
T
S
-
S
E
R
V
I
C
E
C
O
N
N
E
C
T
I
O
N
(
T
Y
P
.
)
DE
T
A
I
L
4
(S
c
a
l
e
:
N
T
S
)
SE
W
E
R
P
I
P
E
A
B
A
N
D
O
N
M
E
N
T
DE
T
A
I
L
2
(S
c
a
l
e
:
N
T
S
)
CA
S
I
N
G
S
P
A
C
E
R
DE
T
A
I
L
5
(S
c
a
l
e
:
N
T
S
)
AS
S
H
O
W
N
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
16
DETAILS
1"
=
4
'
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DETAIL "B
"
(Scale: 1"=4
'
)
DETAIL "A"(Scale: 1"=4')
DE
T
A
I
L
"
C
"
(S
c
a
l
e
:
1
"
=
4
'
)
DE
T
A
I
L
"
D
"
(1
"
=
1
0
'
)
17
DETAILS
da
y
s
2
w
o
r
k
i
n
g
1-
8
0
0
-
2
2
7
-
2
6
0
0
NT
S
91
1
8
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
MA
Y
2
0
1
6
DA
T
E
:
PROJECT TITLE:
JENNIFER STREET SEWER LINE REPLACEMENT
SHEET TITLE:
of
SH
E
E
T
N
O
.
17
DE
S
I
G
N
E
D
B
Y
:
GP
F
DR
A
W
N
B
Y
:
TA
R
CH
E
C
K
E
D
B
Y
:
KR
W
AP
P
R
O
V
E
D
B
Y
:
BL
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
CIV
I
L
STATE OF
CA
L
I
F
O
R
N
IA
REGISTE
R
E
D
P
R
O
F
ESSIONAL ENGINEER
Li
c
.
N
o
.
5
7
2
5
4
Ex
p
i
r
e
s
1
2
/
3
1
/
1
7
GIN
O
P
.
F
ILIPPIN
«
«
DETAIL "E"(1"=4')