HomeMy WebLinkAbout05-05-2025 Reimbursement_Agreement with SLO County for Bishop Street Sewer Main Extension (Spec. 2000539)1
REIMBURSEMENT AGREEMENT
Wastewater Line at Bishop Street
THIS REIMBURSEMENT AGREEMENT (“Agreement”) is made and effective this
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB, (the “Effective Date”) by and between the City of San
Luis Obispo, a municipal corporation, hereinafter referred to as “City,” and the County of San
Luis Obispo, a political subdivision of the State of California, hereinafter referred to as “County.”
City and County are sometimes referred to here as the “party” or collectively as the “parties.”
RECITALS
WHEREAS, the County owns certain real property which is commonly referred to as the “County
Health Agency Campus” and includes the real property with the following APNs: 003-601-007;
003-703-060; -061; -063; 003-781-033; 073-371-006 (the “County Property”). The County
Property has various County offices and facilities including the County Probation Department
building, Health Agency building, and Psychiatric Health Facility. The County Property is
partially within the City limits and the County’s offices and facilities receive wastewater service
from the City; and
WHEREAS, the County intends to construct additional facilities or expand facilities that currently
exist on County Property in the future. The City has notified County that its current wastewater
infrastructure which serves the County Property has insufficient capacity to accommodate any
additional wastewater discharged from County Property; and
WHEREAS, the City proposes to construct or replace under Bishop Street and within the City’s
right of way, a wastewater main capable of serving current and planned future wastewater
discharge from County Property, including the proposed relocated Probation Department Building,
and the Welcome Home Village Project. The location of the new wastewater line is shown on the
attached Exhibit A (the “Wastewater Line”); and
WHEREAS, to accommodate the above-described planned future wastewater needs for the
County Property, the City included Bid Alternate A in their larger Sierra Way Sewer Replacement
Project (the “Project”) as an additive bid item to construct an eight-inch (8”) Wastewater Line to
serve additional wastewater from County Property provided the County reimburses the City for
construction costs of Alternate A; and
WHEREAS, the City of San Luis Obispo has received bids for the Project and has awarded a
construction contract to Specialty Construction (“Contractor”) for the Sierra Way Sewer
Replacement Project including Bid Alternate A. The County hereby agrees to reimburse the City
to cover the construction costs for Bid Alternate A up to and not to exceed $357,000 (Exhibit B,
Contractor’s Bid); and
WHEREAS, once the Wastewater Line is constructed it will be owned and maintained in
perpetuity by the City of San Luis Obispo; and
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
5/5/2025 | 12:17 PM PDT
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WHEREAS, by this Agreement, the Parties wish to set forth the terms and conditions regarding
the County’s reimbursement for the City’s construction of Wastewater Line (Bid Alternate A).
NOW, THEREFORE, the parties hereto agree as follows:
A. Recitals. The above recitals are incorporated herein by reference as though fully set forth
herein.
B. Construction of Wastewater Line. Upon the Effective Date of this agreement, City agrees
to notify Contractor for the Sierra Way Sewer Replacement Project, that it elects for Contractor to
construct Bid Alternate A (“Wastewater Line”). Once the Wastewater Line is constructed, the City
shall notify County in writing of the completion of the Project, specifically the completion of
Alternate A and the final cost from Contractor, along with the City’s certification that Bid Alternate
A was constructed in accordance with the City’s approved plans and specifications.
C. Reimbursement to City by County. County shall reimburse City its actual costs paid to
Contractor by City for construction of Bid Alternate A, up to and not to exceed $357,000 when
construction of the Wastewater Line is complete (the “Reimbursement Amount”). The County
shall provide the Reimbursement Amount prior to City issuance of an encroachment permit for the
construction of a sewer lateral to serve County Property, and connection to the City’s sewer main,
resulting in the introduction of additional wastewater flows from County Property into the sewer
main above wastewater flows that existed from County Property prior to this Agreement. The
Reimbursement Amount shall be invoiced to County based on an open book accounting. County’s
reimbursement obligations herein shall not include soft costs (costs outside contractor construction
costs).
D. Acknowledgement of Capacity. City hereby acknowledges that with the installation of the
Wastewater Line, the City’s wastewater infrastructure is able to accommodate current and planned
future development on County Property inclusive of existing development, the proposed relocated
Probation Department Building, and the Welcome Home Village Project.
E. General Provisions
1. This Agreement shall not be changed or modified except upon written consent of the
parties hereto.
2. Non-enforcement of any term, covenant or provision of the Agreement by either party
shall not be considered a waiver by that party of rights under that Agreement or a waiver of any
breach of the Agreement. To the extent any conduct of a party is construed as a waiver, the party’s
waiver of the breach of any one term, covenant or provision of this Agreement shall not be a
waiver or a subsequent breach of the same term, covenant or provision of this Agreement or of
the breach of any other term, covenant or provision of this Agreement.
3. This Agreement has been executed and delivered in, and shall be interpreted, construed,
and enforced pursuant to and in accordance with the laws of the State of California. All duties
and obligations of the parties created hereunder are performable in the County of San Luis
Obispo; and such County shall be that venue for any action or proceeding that may be brought or
arise out of, in connection with, or by reason of, this Agreement.
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
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4. If any term, covenant, condition, or provision of this Agreement is held by a court of
competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions
hereof shall remain in full force and effect and shall in no way be affected, impaired, or invalidated
thereby.
5. Unless otherwise provided, all notices herein required shall be in writing, and delivered
in person or sent by United States first class mail, postage prepaid. Notices required to be given
to County shall be addressed as follows:
Department of Public Works
Attn: Public Works Director
976 Osos Street STE 207
San Luis Obispo, CA 93408
Notices required to be given to City shall be addressed as follows:
City of San Luis Obispo
Attn: Utilities Director
879 Morro Street
San Luis Obispo, CA 93401
6. This Agreement is intended by the parties as a final expression of their understanding
with respect to the matters contained herein and is a complete and exclusive statement of the
terms and conditions thereof.
7. The time for the parties to commence and/or complete their obligations required by this
Agreement shall be extended for such period reasonably necessary to take into account any delays
caused by riots, insurrections, martial law, civil commotion, war, flood, earthquakes or other acts
of God.
8. The parties acknowledge that each party and its attorneys have reviewed, negotiated
and revised this Agreement; and that the normal rule of construction to the effect that any
ambiguities are to be resolved against the drafting party shall not be employed in the interpretation
of this Agreement or any document executed and delivered by any party in connection with the
transactions contemplated by this Agreement.
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
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IN WITNESS WHEREOF, the parties hereto have executed the Agreement as of the day
and year first above written.
COUNTY CITY
BY: _____________________________ BY: ___________________________
Chairperson of the Board of Supervisors Whitney McDonald
County of San Luis Obispo City Manager
State of California
BY:_____________________________
J.Christine Dietrick
City Attorney
ATTEST:
______________________________
Secretary to the Board
ATTEST:
______________________________
Clerk of the Board of Supervisors
APPROVED AS TO FORM
County Counsel
BY: ________________________
County Counsel
Dated: _______________________
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
5/5/2025 | 11:49 AM PDT
EXHIBIT A
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
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Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
25
0
25
5
26
0
26
5
27
0
27
5
28
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+
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62
00
(N
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1
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6
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-
1
0
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H
D
P
E
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ST
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6
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6
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M
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9
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(N) 189' - 8" HDPE SEWER
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N
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T
GEORGE ST
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)
8
"
H
D
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(E) 8" PVC WATER
(E) 6" VCP SEWER
AB
A
N
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N
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D
(
E
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4
"
W
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)
8
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)
1
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ABANDONED (E) 2" WATER
(E) 8" PVC WATER
(E) 2" GAS
ABANDONED (E) 2" WATER
(E) 8" PVC WATER
(E) 2" GAS
(N) 490' - 10" HDPE SEWER
40'
6'14'20'
(E
)
U
N
D
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R
D
R
A
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M
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27
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27
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28
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29
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2
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G
G
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G
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G
G
G
G
G
G
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G
G
G
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SD
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AW
AW
AW
AW
AW
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AW
AW
AW
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AW
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AW
AW
AW
AW
AW
AW
AW
AW
W W W W W W W W
AW AW AW AW AW AW AW AW
W W W W W W W W W
AW AW AW AW AW AW AW
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
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SS
SS
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DU
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G
G
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+
00
+
69
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+
70
00
+
71
(N) 196' - 10" HDPE SEWER
(N
)
1
8
9
'
-
8
"
H
D
P
E
S
E
W
E
R
ST
A
6
8
+
1
1
.
1
8
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S
C
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1
0
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4
2
RI
M
=
2
8
1
.
0
0
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ST
A
7
0
+
0
0
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0
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)
L
1
0
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3
7
RI
M
=
2
7
5
.
8
9
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GE
O
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G
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S
T
HENRY ST
ABANDONED (E) 4" WATER
(E) 8" DI WATER
ABANDONED (E) 4" WATER
(E) 8" DI WATER
AB
A
N
D
O
N
E
D
(
E
)
2
"
W
A
T
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R
(E
)
8
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V
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)
2
"
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D
(
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2
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W
A
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R
(E
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8
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P
V
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W
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)
2
"
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A
S
(N
)
4
9
0
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1
0
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H
D
P
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S
E
W
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(E)
U
N
D
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D
R
A
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32'
7'4'6'13'3'
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M
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MATCHLINE - STA. 71+00.00: SEE SHEET 3MATCHLINE - STA. 71+00.00: SEE SHEET 3
CI
T
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P
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DA
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PROJECT TITLE:
SHEET TITLE:of
SH
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T
N
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.
DE
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N
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:
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SC
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A
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/
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SIERRA WAY SEWER REPLACEMENT
HN JY BN
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B
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2
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CIV
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No
.
C
8
4
7
3
3
HAI-L
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Q.NG U Y E N
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
G G G G G G G G
G
G
G
G
G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
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SS SS SS SS SS SS SS
SS
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SS
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SSSSSS
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SS
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W
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W
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AW
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AW
A
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W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
AW AW AW AW AW AW AW AW AWAWAWAWAWAWAWAW
W W W W W W W W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
SS
SS
SS
SS
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SS
SS
SS
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SS
SS
SS
SS
SS
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SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
DUDU
SS
DU
DU
DU
DU
DU
G
G
G
G
G
G
GG
GG
GG
G
G
G
G
G
G
G
G
DUDU
SSSS
DUDU
DUDU
SSSS
SSSS
DUDU
SS
DU
SSSSSS
DU
SS
DU
SS
SS
(E
)
2
"
G
A
S
+00
+
72
00
+
73
00
+
74
00
+
75
00
(N
)
4
9
0
'
-
1
0
"
H
D
P
E
S
E
W
E
R
ST
A
7
4
+
8
9
.
8
4
(N
)
S
S
M
H
L
1
0
-
2
3
RI
M
=
2
7
9
.
4
3
'
(N) 192' - 8" HDPE SEWER
GE
O
R
G
E
S
T
RUTH ST
32'
7'4'6'13'3'
32'
7'4'6'13'3'
AB
A
N
D
O
N
E
D
(
E
)
2
"
W
A
T
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(E
)
2
"
G
A
S
AB
A
N
D
O
N
E
D
(
E
)
2
"
W
A
T
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(E
)
2
"
G
A
S
(N
)
4
9
0
'
-
1
0
"
H
D
P
E
S
E
W
E
R
(N
)
2
9
5
'
-
8
"
H
D
P
E
S
E
W
E
R
AB
A
N
D
O
N
E
D
(
E
)
2
"
W
A
T
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(E) 8" PVC WATER
ABANDONED (E) 4" WATER
(E) 8" VPC SEWER
(E) 2" GAS
(E) 8" PVC WATER
ABANDONED (E) 4" WATER
(E) 2" GAS
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
M
H
L
1
0
-
2
3
PE
R
E
N
G
.
S
T
D
.
6
6
1
0
10
"
O
U
T
2
7
3
.
0
0
8"
I
N
2
7
3
.
1
0
8"
I
N
2
7
3
.
1
0
RE
P
L
A
C
E
(
E
)
C
R
O
S
S
GU
T
T
E
R
P
E
R
E
N
G
.
ST
D
.
4
3
1
0
(N
)
4
9
0
'
-
1
0
"
H
D
P
E
S
E
W
E
R
,
S
=
1
.
1
2
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N
)
2
9
5
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
0
.
9
5
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
ST
A
.
7
4
+
8
9
.
8
4
(N
)
S
S
M
H
L
1
0
-
2
3
RI
M
=
2
7
9
.
4
3
'
8"
I
N
2
7
3
.
1
0
'
(
N
E
)
8"
I
N
2
7
3
.
1
0
'
(
S
E
)
10
"
O
U
T
2
7
3
.
0
0
'
(
S
W
)
(E
)
2
"
G
A
S
(E
)
8
"
P
V
C
W
A
T
E
R
26
5
27
0
27
5
28
0
28
5
29
0
29
5
71
+
0
0
7
1
+
2
5
7
1
+
5
0
7
1
+
7
5
7
2
+
0
0
7
2
+
2
5
7
2
+
5
0
7
2
+
7
5
7
3
+
0
0
7
3
+
2
5
7
3
+
5
0
7
3
+
7
5
7
4
+
0
0
7
4
+
2
5
7
4
+
5
0
74
+
7
5
75
+
0
0
7
5
+
2
5
7
5
+
5
0
0
SC
A
L
E
I
N
F
E
E
T
20
4
0
GEORGE STREET
3HO
R
I
Z
1
"
=
2
0
'
VE
R
T
1
"
=
4
'
SE
E
S
H
E
E
T
4
MATCHLINE - STA. 75+50.00: SEE SHEET 4
MATCHLINE - STA. 71+00.00: SEE SHEET 2
MATCHLINE - STA. 75+50.00: SEE SHEET 4
MATCHLINE - STA. 71+00.00: SEE SHEET 2
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
DA
T
E
:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
11
AP
P
R
O
V
E
D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
7
7
+
8
5
.
0
5
(N
)
S
S
M
H
L
1
0
-
1
4
RI
M
=
2
8
0
.
2
5
'
6"
I
N
2
7
6
.
0
0
'
(
N
E
)
8"
O
U
T
2
7
5
.
9
0
'
(
S
W
)
(N
)
2
9
5
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
0
.
9
5
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
RE
M
O
V
E
(
E
)
MH
L
1
0
-
1
7
(E
)
6
"
V
C
P
SE
W
E
R
(E
)
6
"
V
C
P
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SD
S
D
S
D
S
D
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
SSSSSSSSSSSSSS
W W
W W
W W
W W
DUDU
SSSS
SS
DU
SS
SS
SS SS
SS SS
SS SS SS
SS
SS
SS
G
G
G
GG
GG
GG
GG
+
76
00
+
77
00
+
78
00
ST
A
7
7
+
8
5
.
0
5
(N
)
S
S
M
H
L
1
0
-
1
4
RI
M
=
2
8
0
.
2
5
'
(N
)
2
9
5
'
-
8
"
H
D
P
E
S
E
W
E
R
RE
M
O
V
E
(
E
)
MH
L
1
0
-
1
7
GE
O
R
G
E
S
T
AB
A
N
D
O
N
E
D
(
E
)
2
"
W
A
T
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
(E
)
2
"
G
A
S
32'
7'4'6'13'3'
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
M
H
L
1
0
-
1
4
PE
R
E
N
G
.
S
T
D
.
6
6
1
0
8"
O
U
T
2
7
5
.
9
0
6"
I
N
2
7
6
.
0
0
(E) 8" VCP SEWER
75
+
5
0
7
5
+
7
5
7
6
+
0
0
7
6
+
2
5
7
6
+
5
0
7
6
+
7
5
7
7
+
0
0
7
7
+
2
5
7
7
+
5
0
7
7
+
7
5
7
8
+
0
0
27
0
27
5
28
0
28
5
29
0
29
5
30
0
GGGGGGGGG
GGGGGGGGG GGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGG
G
G
G
G
GGGGGGGGG
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
GGGGGGGGG
TTTTT
SS SS SS SS SS SS SS SS SS
WWWWWWWW
AWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAW
WWWWWWWWWWWWWWWWWW
AWAWAWAWAWAWAW
WWWWWWWW
WWWWWWWWW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W
W
W
SSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
DU
DU
SSDUSS
SS
DU
SS SS SS
DU DU DU
GG
G
G
GG
GG
GGG
G
G
G
G
G
G
TTTTTTTTTTTT
TTTTTTTTTTTTTTTTTT
DU
DU
DU
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DU
DU
DU
DU
DU
DU
SSSS
(E) 2" GAS
+
90
00
+
91
00
+
92
00
(N
)
1
9
2
'
-
8
"
H
D
P
E
S
E
W
E
R
ST
A
9
1
+
9
6
.
8
7
(N
)
S
S
M
H
L
1
0
-
2
7
RI
M
=
2
9
7
.
6
3
'
RU
T
H
S
T
GEORGE ST
ELLA ST
ABANDONED (E) 2" WATER
(E) 8" PVC WATER
(E) 2" GAS
(N) 490' - 10" HDPE SEWER(N) 295' - 8" HDPE SEWER
ABANDONED (E) 2" WATER
(E) 8" PVC WATER
(E
)
8
"
P
V
C
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
4
"
W
A
T
E
R
(E
)
2
"
G
A
S
(N
)
1
9
2
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
8
"
P
V
C
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
4
"
A
C
W
A
T
E
R
(E
)
2
"
G
A
S
40'
10'14'11'5'
ST
A
9
0
+
0
5
.
2
2
(N
)
S
S
M
H
L
1
0
-
2
3
RI
M
=
2
7
9
.
4
3
'
(E) 10" HP GAS
(E) 3" GAS
(E) 8" DI WATER
(N) 411' - 8" HDPE SEWER
(N) 250' - 8" HDPE SEWER
(E) 10" HP GAS
(E) 3" GAS
(E) 8" DI WATER
(E) 12" PVC WATER
ABANDONED (E) 6" WATER
RE
M
O
V
E
(
E
)
S
S
C
O
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
M
H
L
1
0
-
2
3
PE
R
E
N
G
.
S
T
D
.
6
6
1
0
10
"
O
U
T
2
7
3
.
0
0
8"
I
N
2
7
3
.
1
0
IN
S
T
A
L
L
(
N
)
S
S
M
H
L
1
0
-
2
7
PE
R
E
N
G
.
S
T
D
.
6
6
2
0
(
T
Y
P
E
A
)
8"
O
U
T
2
8
2
.
9
5
8"
I
N
2
9
2
.
0
0
28
3
.
0
5
(
D
R
O
P
)
8"
I
N
2
7
3
.
1
0
8"
I
N
2
8
3
.
0
5
RE
M
O
V
E
I
N
T
E
R
F
E
R
I
N
G
PO
R
T
I
O
N
O
F
A
B
A
N
D
O
N
E
D
(E
)
4
"
A
C
W
A
T
E
R
27
5
28
0
28
5
29
0
29
5
30
0
30
5
27
5
28
0
28
5
29
0
29
5
30
0
30
5
90
+
0
0
9
0
+
2
5
9
0
+
5
0
9
0
+
7
5
9
1
+
0
0
9
1
+
2
5
9
1
+
5
0
9
1
+
7
5
9
2
+
0
0
9
2
+
2
5
ST
A
.
9
0
+
0
5
.
2
2
(N
)
S
S
M
H
L
1
0
-
2
3
RI
M
=
2
7
9
.
4
3
'
8"
I
N
2
7
3
.
1
0
'
(
N
E
)
8"
I
N
2
7
3
.
1
0
'
(
S
E
)
10
"
O
U
T
2
7
3
.
0
0
'
(
S
W
)
(
N
)
1
9
2
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
5
.
1
4
%
B
Y
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
ST
A
.
9
1
+
9
6
.
8
7
(N
)
S
S
M
H
L
1
0
-
2
7
RI
M
=
2
9
7
.
6
3
'
8"
I
N
2
9
2
.
0
0
'
(
S
W
)
8"
I
N
2
8
3
.
0
5
'
(
N
E
)
8"
O
U
T
2
8
2
.
9
5
'
(
N
W
)
RE
M
O
V
E
(
E
)
SS
C
O
L
1
0
-
2
7
8"
I
N
2
8
3
.
0
5
'
(
D
R
O
P
)
,
(E
)
2
"
G
A
S
(E
)
1
0
"
H
P
G
A
S
(E
)
T
E
L
E
27
0
27
5
28
0
28
5
29
0
29
5
30
0
0
SC
A
L
E
I
N
F
E
E
T
20
4
0
RUTH STREET
4HO
R
I
Z
1
"
=
2
0
'
VE
R
T
1
"
=
4
'
MATCHLINE - STA. 75+50.00: SEE SHEET 3MATCHLINE - STA. 75+50.00: SEE SHEET 3
0
SC
A
L
E
I
N
F
E
E
T
20
4
0
SE
E
S
H
E
E
T
5
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
DA
T
E
:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
11
AP
P
R
O
V
E
D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
SE
E
S
H
E
E
T
3
SE
E
L
E
F
T
SE
E
S
H
E
E
T
5
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
9
7
+
5
6
.
3
0
(N
)
S
S
M
H
L
1
0
-
2
7
RI
M
=
2
9
7
.
6
3
'
8"
I
N
2
9
2
.
0
0
'
(
S
W
)
8"
I
N
2
8
3
.
0
5
'
(
N
E
)
8"
O
U
T
2
8
2
.
9
5
'
(
N
W
)
ST
A
.
9
3
+
4
5
.
1
5
(N
)
S
S
C
O
L
1
0
-
4
3
RI
M
=
3
0
1
.
6
4
'
8"
O
U
T
2
9
4
.
0
0
'
(
N
E
)
(N
)
2
5
0
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
0
.
5
0
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
(N
)
4
1
1
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
0
.
4
9
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
,
8
"
I
N
2
8
3
.
0
5
'
(
D
R
O
P
)
(E
)
2
"
G
A
S
(E
)
8
"
P
V
C
W
A
T
E
R
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
W
W
W
W
W
W
AW AW AW AW AW AW AW AW AW
W W W W W W W W W W
WWW
W
W
W
WWW
WWW
WWW
WWW
WWW
WWW
WWW
W W
W W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
GGG
GGG
GGG
G
G
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
DU DU
SS SSSSSS
DU DU
SS SS
DU DU
DU DU
SS SS
SS SS
SS SS
SS SS
DU DU
SS SS
DU DU
DU DU DU
SS SS SS
SS SS SS
SS SS SS
SS SS SS
SS SS SS
SS SS SS
SS SS SS
DU DU
DU DU
DU DU
DU DU
DU DU
SS SS
DU DU
SS SS
DU DU
DU DU
+
94
00
+
95
00
+
96
00
+
97
00
+
98
00
ST
A
9
3
+
4
5
.
1
5
(N
)
S
S
C
O
L
1
0
-
4
3
RI
M
=
3
0
1
.
6
4
'
ST
A
9
7
+
5
6
.
3
0
(N
)
S
S
M
H
L
1
0
-
2
7
RI
M
=
2
9
7
.
6
3
'
EL
L
A
S
T
RUTH ST
(N) 192' - 8" HDPE SEWER
(E) 8" PVC WATER
ABANDONED (E) 4" AC WATER
(E) 2" GAS
RE
P
L
A
C
E
(
E
)
S
P
E
E
D
T
A
B
L
E
PE
R
E
N
G
.
S
T
D
.
7
3
2
5
(N
)
4
1
1
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
1
0
"
H
P
G
A
S
(E
)
3
"
G
A
S
(E
)
8
"
D
I
W
A
T
E
R
(E
)
1
0
"
H
P
G
A
S
(E
)
3
"
G
A
S
(E
)
8
"
D
I
W
A
T
E
R
(N
)
4
1
1
'
-
8
"
H
D
P
E
S
E
W
E
R
40'
5'12'10'13'
(N
)
2
5
0
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
1
0
"
H
P
G
A
S
(E
)
3
"
G
A
S
(E
)
8
"
D
I
W
A
T
E
R
(E
)
1
2
"
P
V
C
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
6
"
W
A
T
E
R
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
C
O
L
1
0
-
4
3
PE
R
E
N
G
.
S
T
D
.
6
7
1
0
8"
O
U
T
2
9
4
.
0
0
IN
S
T
A
L
L
(
N
)
S
S
M
H
L
1
0
-
2
7
PE
R
E
N
G
.
S
T
D
.
6
6
2
0
(
T
Y
P
E
A
)
8"
O
U
T
2
8
2
.
9
5
8"
I
N
2
9
2
.
0
0
28
3
.
0
5
(
D
R
O
P
)
8"
I
N
2
8
3
.
0
5
93
+
2
5
9
3
+
5
0
9
3
+
7
5
9
4
+
0
0
9
4
+
2
5
9
4
+
5
0
9
4
+
7
5
9
5
+
0
0
9
5
+
2
5
9
5
+
5
0
9
5
+
7
5
9
6
+
0
0
9
6
+
2
5
9
6
+
5
0
9
6
+
7
5
9
7
+
0
0
9
7
+
2
5
9
7
+
5
0
9
7
+
7
5
9
8
+
0
0
9
8
+
2
5
9
8
+
5
0
9
8
+
7
5
28
0
28
5
29
0
29
5
30
0
30
5
31
0
0
SC
A
L
E
I
N
F
E
E
T
20
4
0
ELLA STREET
5HO
R
I
Z
1
"
=
2
0
'
VE
R
T
1
"
=
4
'
SE
E
S
H
E
E
T
4
MATCHLINE - STA. 98+75.00: SEE SHEET 6
MATCHLINE - STA. 71+00.00: SEE SHEET 2
MATCHLINE - STA. 98+75.00: SEE SHEET 6
MATCHLINE - STA. 71+00.00: SEE SHEET 2
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
DA
T
E
:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
11
AP
P
R
O
V
E
D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
1
0
1
+
0
6
.
8
3
(N
)
S
S
M
H
L
1
0
-
2
1
RI
M
=
2
9
0
.
6
6
'
8"
I
N
2
8
5
.
0
0
'
(
N
E
)
8"
I
N
2
8
5
.
0
0
'
(
E
)
8"
O
U
T
2
8
4
.
9
0
'
(
S
W
)
ST
A
.
1
0
3
+
8
6
.
7
4
(N
)
S
S
M
H
L
1
0
-
1
3
RI
M
=
2
9
5
.
0
0
'
8"
I
N
2
8
6
.
5
0
'
(
S
E
)
6"
I
N
2
9
0
.
6
0
'
(
N
E
)
8"
O
U
T
2
8
6
.
4
0
'
(
S
W
)
(N
)
2
8
0
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
0
.
5
0
%
BY
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
ST
A
.
1
0
0
+
0
5
.
8
5
(N
)
S
S
M
H
L
1
0
-
2
4
RI
M
=
2
9
3
.
0
3
'
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I
N
2
8
4
.
4
0
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(
N
E
)
8"
I
N
2
8
7
.
9
0
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(
S
E
)
8"
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U
T
2
8
4
.
3
0
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(
S
W
)
RE
M
O
V
E
(E
)
M
H
RE
M
O
V
E
(
E
)
MH
(N
)
1
0
1
'
-
8
"
H
D
P
E
S
E
W
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R
,
S
=
0
.
5
0
%
BY
O
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E
N
T
R
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N
C
H
I
N
G
&
R
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M
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(
E
)
6
"
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C
P
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M
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E
(
E
)
M
H
CO
N
N
E
C
T
T
O
(
E
)
6"
P
V
C
S
E
W
E
R
(E
)
3
8
"
X
4
8
"
BO
X
C
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L
V
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R
T
6"
I
N
2
8
6
.
5
0
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(
D
R
O
P
)
,
,
8
"
I
N
2
8
4
.
4
0
'
(
D
R
O
P
)
(E
)
8
"
P
V
C
ST
O
R
M
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
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G
G
G
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G
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G
G
G
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G
G
G
G
G
G
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G
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G
G
G
G
T
T
T
T
T
T
T
T
T
T
T
T
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T
T
T
T
T
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T
T
T
T
T
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T
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AW
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AW AW AW
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SDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
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SD
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SD
SD
SD
SD
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SD
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SD SD SD SD SD SD SD
SS
SS
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SS
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SS
SS
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SS
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SS
SS
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SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
EEEE
T
T
T
T
T
T
T T T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSSSSSSSSSSSSSSSS
W
W
W
W
AWAWAWAW
GGGGGGGGGG
SS
SS
SS
SS
SS
SS
SS
SS
S
W W W
W W
W W
W W
W W
W W
W W
W W
GGG
W
W
SS
W W W W W W W W
SS
SS SS SS
DU DU DU
DU DU
SS SS
SS SS
SS SS
SS SS SS
SS SS SS
SS SS SS
SS SS SS
SS SS
SS SS
SS SS
DU
DU
DU
GGG
GGG
G G
G G
G G
G G
GGG
GGG
GGG
GGG
GGG
G
G
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G G G G G G G
DU DU DU
DU DU
SS SS
+
99
00
+
10
0
00
+
10
1
00
+
10
2
00
+
10
3
00
+
10
4
00
+110 00
1
ST
A
1
0
1
+
0
6
.
8
3
(N
)
S
S
M
H
L
1
0
-
2
1
RI
M
=
2
9
0
.
6
6
'
(N
)
2
8
0
'
-
8
"
H
D
P
E
S
E
W
E
R
ST
A
1
0
3
+
8
6
.
7
4
(N
)
S
S
M
H
L
1
0
-
1
3
RI
M
=
2
9
5
.
0
0
'
(N) 242' - 8" HDPE S
E
W
E
R
ST
A
1
0
0
+
0
5
.
8
5
(N
)
S
S
M
H
L
1
0
-
2
4
RI
M
=
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8
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1
0
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P
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3
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8
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2
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AB
A
N
D
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D
(
E
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6
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(N
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1
0
1
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8
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D
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S
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W
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R
RE
M
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(
E
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M
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3
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1
0
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1
0
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A
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D
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(
E
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6
"
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3
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A
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(
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0
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(
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4
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W
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(N
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2
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0
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(E) 2" GAS
ABANDONED (E) 8
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R
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R
(E) 24" RCP
IN
S
T
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(E)
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(E) 8" VCP SEWER TO REMAIN
98
+
7
5
9
9
+
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+
2
5
9
9
+
5
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1
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=
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PROJECT TITLE:
SHEET TITLE:of
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A
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SIERRA WAY SEWER REPLACEMENT
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2
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ST
A
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1
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+
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SS
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W
W
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W
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W
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W
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AW
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G
G
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G G G
W
G G G
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G G G
W
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W
W
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W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
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SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
DU
SS
SS
G
G
G
G
G
G
G
G
G
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W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
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D
G
G
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G
G
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SS
SS
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SS
(N
)
2
4
2
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8
"
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S
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W
A
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T
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(N) 280' - 8" H
D
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A
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2
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"
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1
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(
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2
"
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A
S
(E
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1
0
"
P
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C
W
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R
34'
13.5'11'9.5'
ST
A
1
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4
+
8
0
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1
7
(N
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S
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ST
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3
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S
T
D
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4
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1
0
(E
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6
"
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P
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(N)
3
0
'
-
8
"
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(N) 120' - 8"
H
D
P
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S
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W
E
R
RE
M
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V
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(
E
)
M
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(N
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9
0
'
-
8
"
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D
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9
2
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7'
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16
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M
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(
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H
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(E) 1
8
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H
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(E) 42"
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1
2
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(
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1
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ABND 8" CI WATER
(E
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6
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IN
(N) 120' - 8" HDPE S
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(N)
2
2
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-
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"
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D
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(N
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3
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=
3
1
8
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ST
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1
1
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(N
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=
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0
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34
5
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SC
A
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F
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T
20
4
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Z
1
"
=
2
0
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VE
R
T
1
"
=
5
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E
S
H
E
E
T
7
MATCHLINE - STA. 120+75.00: SEE SHEET 9 MATCHLINE - STA. 120+75.00: SEE SHEET 9
MATCHLINE - STA. 115+25.00: SEE SHEET 7
CI
T
Y
S
P
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C
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.
DA
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PROJECT TITLE:
SHEET TITLE:of
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N
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S
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:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
11
AP
P
R
O
V
E
D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
1
2
1
+
0
0
.
2
3
(N
)
S
S
M
H
L
1
0
-
5
3
RI
M
=
3
4
7
.
0
8
'
8"
I
N
3
4
2
.
6
0
'
(
S
E
)
8"
O
U
T
3
4
2
.
5
0
'
(
N
W
)
(N
)
4
1
2
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
3
.
6
7
%
B
Y
O
P
E
N
T
R
E
N
C
H
I
N
G
&
R
E
M
O
V
E
(
E
)
6
"
V
C
P
S
E
W
E
R
ST
A
.
1
2
5
+
1
2
.
1
7
(N
)
S
S
M
H
M
1
1
-
9
RI
M
=
3
6
3
.
6
7
'
8"
I
N
3
5
7
.
8
0
'
(
N
E
)
8"
O
U
T
3
5
7
.
7
0
'
(
N
W
)
RE
M
O
V
E
(
E
)
MH
(E
)
3
"
G
A
S
(E
)
T
E
L
E
(E
)
1
2
D
I
WA
T
E
R
(E
)
1
6
D
I
W
A
T
E
R
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SSSSSS
SSSS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGG
GGG
W
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
W
AW
AW
AW
AWAWAW
AW
AW
AW
AW
AW
AW
AW
AW
AW
AW
SSSSSSSS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
WWWWW
WW
WWWWWWW
WWWWW
W WWW
WW
WWW
WW
WWW
WW
WWW
G G G G G
G G
G
G
W W
W W
W W
W W
W
W
W W
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
TTTTTTTTTTTTTTTTTT
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TTTTTTTTTTTTT
TTTTT
+
12
1
00
+
12
2
00
+
12
3
00
+
12
4
00
+
12
5
00
SI
E
R
R
A
W
A
Y
BISHOP ST
(N
)
4
1
2
'
-
8
"
H
D
P
E
S
E
W
E
R
ST
A
1
2
5
+
1
2
.
1
7
(N
)
S
S
M
H
M
1
1
-
9
RI
M
=
3
6
3
.
6
7
'
ST
A
1
2
1
+
0
0
.
2
3
(N
)
S
S
M
H
L
1
0
-
5
3
RI
M
=
3
4
7
.
0
8
'
30'
10'4'16'
(E
)
1
0
"
P
V
C
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
8
"
P
V
C
W
A
T
E
R
(E
)
2
"
G
A
S
(N
)
4
1
2
'
-
8
"
H
D
P
E
S
E
W
E
R
(E
)
1
0
"
P
V
C
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
8
"
P
V
C
W
A
T
E
R
(E
)
2
"
G
A
S
(N) 297' - 8" HDPE SE
W
E
R
ABANDON (E) 6" VC
P
S
E
W
E
R
(E) 12" DI WATER
ABANDONED (E) 16
"
C
I
W
A
T
E
R
(E) 4-2" DUCT BAN
K
(E) 3" GAS
ABANDONED (E) 6"
C
I
W
A
T
E
R
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
M
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L
1
0
-
5
3
PE
R
E
N
G
.
S
T
D
.
6
6
1
0
8"
I
N
3
4
2
.
6
0
8"
O
U
T
3
4
2
.
5
0
RE
M
O
V
E
A
N
D
R
E
P
L
A
C
E
SS
M
H
M
1
1
-
9
PE
R
E
N
G
.
S
T
D
.
6
6
1
0
8"
I
N
3
5
7
.
8
0
8"
O
U
T
3
5
7
.
7
0
(E) 16" DI WATER (20
2
4
)
(E) 4" PRIVATE SEW
E
R
(E) 6" VCP PRIVATE SEWER
33
5
34
0
34
5
35
0
35
5
36
0
36
5
37
0
37
5
12
0
+
7
5
1
2
1
+
0
0
1
2
1
+
2
5
1
2
1
+
5
0
1
2
1
+
7
5
1
2
2
+
0
0
1
2
2
+
2
5
1
2
2
+
5
0
1
2
2
+
7
5
1
2
3
+
0
0
1
2
3
+
2
5
1
2
3
+
5
0
1
2
3
+
7
5
1
2
4
+
0
0
1
2
4
+
2
5
1
2
4
+
5
0
1
2
4
+
7
5
1
2
5
+
0
0
1
2
5
+
2
5
1
2
5
+
5
0
1
2
5
+
7
5
0
SC
A
L
E
I
N
F
E
E
T
20
4
0
SIERRA WAY
9HO
R
I
Z
1
"
=
2
0
'
VE
R
T
1
"
=
5
'
SE
E
S
H
E
E
T
1
0
MATCHLINE - STA. 120+75.00: SEE SHEET 8 MATCHLINE - STA. 120+75.00: SEE SHEET 8
CI
T
Y
S
P
E
C
I
F
I
C
A
T
I
O
N
N
O
.
DA
T
E
:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
PL
A
N
F
I
L
E
N
O
.
/
L
O
C
A
T
I
O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
11
AP
P
R
O
V
E
D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
1
2
9
+
9
7
.
3
3
(N
)
S
S
M
H
M
1
1
-
9
RI
M
=
3
6
3
.
6
7
'
8"
I
N
3
5
7
.
8
0
'
(
N
E
)
8"
O
U
T
3
5
7
.
7
0
'
(
N
W
)
ST
A
.
1
3
3
+
9
7
.
2
0
(N
)
S
S
M
H
0
5
RI
M
=
3
9
0
.
7
6
'
8"
I
N
3
8
1
.
8
9
'
(
N
)
8"
O
U
T
3
8
1
.
7
9
'
(
S
W
)
(
N
)
2
9
7
'
-
8
"
H
D
P
E
S
E
W
E
R
,
S
=
6
.
0
0
%
B
Y
O
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N
T
R
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N
C
H
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N
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ST
A
.
1
3
4
+
0
7
.
6
7
(N
)
S
S
M
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0
6
RI
M
=
3
9
0
.
7
5
'
8"
I
N
3
8
3
.
5
6
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(
N
E
)
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T
3
8
3
.
4
6
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(
S
)
(
N
)
2
3
1
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8
"
H
D
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=
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5
0
%
B
Y
O
P
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N
T
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N
C
H
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(N
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2
6
'
-
8
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H
D
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S
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W
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=
6
.
0
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%
BY
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N
T
R
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N
C
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G
(E
)
T
S
(E
)
T
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L
E
P
H
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N
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(E
)
2
"
G
A
S
(E
)
1
6
"
D
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W
A
T
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R
(E
)
1
0
"
P
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W
A
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R
(E
)
1
2
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D
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W
A
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(E
)
6
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F
H
(E
)
T
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P
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(E
)
1
6
"
D
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(
N
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1
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8
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=
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B
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N
C
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ST
A
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1
3
2
+
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3
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4
9
(N
)
S
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1
1
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M
=
3
8
4
.
2
8
'
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3
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5
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(
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(
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N
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A
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A
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AW AW AW AW AW AW AW AW
SS
SD
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SD
SD
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SD
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SS SS SS SS SS SS SS SS SS SS
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SS
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SS
SS
SS
SS
SS
SS
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SS
SS
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SS
SS
SS
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G G G G G G G G
G
G
G
G
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G
G
G
G
G
G
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AWAWAWAWAW
SS
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W
W
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W
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W
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W
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G G G G G G G G G G G G G G G G G
W
W
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W
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W
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G
G
G
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W
W
W
W
W
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SS
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G G G G
G G G G
G G G G
G G G G
G G G G
G G G G
T
T
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W W W W W W
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W W W W
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W W WWWWW
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W
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TS
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TS TS TS TS TS
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T T T T T T T T T T T T T T T T T
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+
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00
+
13
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00
+
13
2
00
+
13
3
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+
13
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13
5
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RE
P
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A
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.
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(
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P
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N
G
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S
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D
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(N) 412' - 8" HDPE SE
W
E
R
(E) 10" PVC WATER
ABANDONED (E) 8" P
V
C
W
A
T
E
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(E) 2" GAS
ST
A
1
2
9
+
9
7
.
3
3
(N
)
S
S
M
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M
1
1
-
9
RI
M
=
3
6
3
.
6
7
'
AD
D
A
L
T
.
"
A
"
ST
A
1
3
3
+
9
7
.
2
0
(N
)
S
S
M
H
0
5
RI
M
=
3
9
0
.
7
6
'
(N
)
2
9
7
'
-
8
"
H
D
P
E
S
E
W
E
R
AB
A
N
D
O
N
(
E
)
6
"
V
C
P
S
E
W
E
R
(E
)
1
2
"
D
I
W
A
T
E
R
AB
A
N
D
O
N
E
D
(
E
)
1
6
"
C
I
W
A
T
E
R
(E
)
4
-
2
"
D
U
C
T
B
A
N
K
(E
)
3
"
G
A
S
(N
)
2
9
7
'
-
8
"
H
D
P
E
S
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W
E
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A
N
D
O
N
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D
(
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1
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"
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W
A
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(E
)
4
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2
"
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C
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A
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K
(E
)
3
"
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A
S
AB
A
N
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O
N
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(
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)
6
"
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I
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A
T
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AB
A
N
D
O
N
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D
(
E
)
6
"
C
I
W
A
T
E
R
3'11'26'
40'
RE
M
O
V
E
A
N
D
R
E
P
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C
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M
1
1
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9
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G
.
S
T
D
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6
6
1
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8"
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N
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5
7
.
7
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A
N
D
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)
S
S
C
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1
6
"
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I
W
A
T
E
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(
2
0
2
4
)
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)
1
2
"
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I
W
A
T
E
R
(E
)
1
6
"
D
I
W
A
T
E
R
(
2
0
2
4
)
(E) 16" DI WATER (2024)
ABANDONED (E) 12" CI WATER
(E) 10" PVC WATER (1999)
(E
)
1
2
"
D
I
W
A
T
E
R
(
1
9
8
1
)
(E
)
3
"
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A
S
(E) 10" PVC WATER (1999)
(E) 3" GAS
ABANDONED (E) 6" CI WATER
AD
D
A
L
T
.
"
A
"
ST
A
1
3
4
+
0
7
.
6
7
(N
)
S
S
M
H
0
6
RI
M
=
3
9
0
.
7
5
'
(N
)
2
3
1
'
-
8
"
H
D
P
E
S
E
W
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R
AD
D
I
T
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V
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A
L
T
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N
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A
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(N
)
2
6
'
-
8
"
H
D
P
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(E) 16" DI WATER (2024)
ABANDONED (E) 16" CI WATER (1956)
(E) 2" GAS
ABANDONED (E) 6" CI WATER
BI
S
H
O
P
S
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JOHNSON AVE
5'5.7'7.3'18'
(E) TELEPHONE
(E) TELEPHONE
(E
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4
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(
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S
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M
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PE
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N
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S
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8"
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7
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IN
S
T
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(
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S
S
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S
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.
4
6
(E
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1
8
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P
V
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S
T
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M
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2
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4
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1
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4
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8
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S
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6
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0
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U
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3
7
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5
7
ST
A
1
3
2
+
9
3
.
4
9
(N
)
S
S
C
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M
1
1
-
4
RI
M
=
3
8
4
.
2
8
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12
9
+
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5
1
3
0
+
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0
1
3
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+
2
5
1
3
0
+
5
0
1
3
0
+
7
5
1
3
1
+
0
0
1
3
1
+
2
5
1
3
1
+
5
0
1
3
1
+
7
5
1
3
2
+
0
0
1
3
2
+
2
5
1
3
2
+
5
0
1
3
2
+
7
5
1
3
3
+
0
0
1
3
3
+
2
5
1
3
3
+
5
0
1
3
3
+
7
5
1
3
4
+
0
0
1
3
4
+
2
5
1
3
4
+
5
0
1
3
4
+
7
5
1
35
+
0
0
1
3
5
+
2
5
1
3
5
+
5
0
36
0
36
5
37
0
37
5
38
0
38
5
39
0
39
5
40
0
0
SC
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20
4
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10
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DA
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:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
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G
N
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B
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:
DR
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:
CH
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B
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:
AP
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:
SC
A
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PL
A
N
F
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N
O
.
/
L
O
C
A
T
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O
N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
E
M
B
E
R
2
0
2
4
20
0
0
5
3
9
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:
S
E
P
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.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
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G
Q.NG U Y E N
MATCHLINE - STA. 135+50.00: SEE SHEET 11 MATCHLINE - STA. 135+50.00: SEE SHEET 11
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
ST
A
.
1
3
6
+
3
8
.
7
1
(N
)
S
S
M
H
M
1
0
-
1
1
RI
M
=
4
0
4
.
4
1
'
6"
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N
3
9
9
.
0
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(
N
E
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U
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3
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8
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5
4
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(
S
W
)
(E
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2
"
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A
S
(
N
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2
3
1
'
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8
"
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,
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=
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5
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%
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20.0
2
7
2
9.95
1
9
SD
SD
SD
SD
D SD SD SD
S
D
SD
SD
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SS
SS
SS
SS
G
G
G
G
G
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G G G G G G G G G G
W
W
W
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W
W
W
W
W
W
W
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W
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SS SS SS SS SS SS SS SS
+
13
6
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+
13
7
ABANDON (E) 6" VCP SEWER
(E) 2" GAS
(E
)
6
"
P
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(
1
9
9
9
)
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A
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3
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1
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5
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)
2
3
1
'
-
8
"
H
D
P
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S
E
W
E
R
(E
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3
"
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A
S
5'5.7'7.3'18'
(E
)
1
2
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I
W
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(
1
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1
)
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D
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39
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40
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5
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5
42
0
0
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A
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N
F
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T
20
4
0
BISHOP STREET
11
HO
R
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1
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=
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0
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1
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=
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CI
T
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S
P
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C
I
F
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C
A
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N
N
O
.
DA
T
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:
PROJECT TITLE:
SHEET TITLE:of
SH
E
E
T
N
O
.
DE
S
I
G
N
E
D
B
Y
:
DR
A
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N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
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A
N
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N
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.
/
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A
T
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N
HN
SIERRA WAY SEWER REPLACEMENT
HN JY BN
SE
P
T
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B
E
R
2
0
2
4
20
0
0
5
3
9
11
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P
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D
:
S
E
P
T
.
6
,
2
0
2
4
CIV
I
L
No
.
C
8
4
7
3
3
HAI-L
O
N
G
Q.NG U Y E N
MATCHLINE - STA. 135+50.00: SEE SHEET 10MATCHLINE - STA. 135+50.00: SEE SHEET 10
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
EXHIBIT B
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198
Docusign Envelope ID: AA88F040-FBB2-4AFB-9C24-CB12C331B198