HomeMy WebLinkAboutResolution 1966 - 0034RESOLUTION NO.66_3L1._2
AUTHORIZING MODIFICATION #1 TO REPORT
A RESOLUTION OF THE BOARD OF DIRECTORS
OF COUNTY SANITATION DISTRICT NO.2,OF
ORANGE COUNTY,CALIFORNIA,AIVIENDING AND
MODIFYING ENGINEER’S REPORT DATED JULY,
1965 (Modification #1)
The Board of Directors of County Sanitation District No.2,
of Orange County,California,
DOES HEREBY RESOLVE,DETERMINE AND ORDER:
Section 1 That J.R.Lester Boyle and Sidney L.Lowry,Con
sulting Engineers,have prepared a modification of the Engineer’s
Report dated July,1965,and adopted August 11,1965,to provide
for construction of alternate facilities in the vicinity of the
East Fullerton Darn;and,
Section 2 That the Board of Directors of County Sanitation
District No.2 does hereby find and determine that the public
interest requires a modification or departure from the plans and
specifications as contained in the Engineer’s Report dated July,
1965,in the manner set forth on the attached sheet which is hereby
made a part of this resolution,all in accordance with Section 1~758
of the Health and Safety Code of the State of California.
MODIFICATION NO.I
TO
ENGINEERS’REPORT
FOR COUNTY SANITATION DISTRICT NO.2
Dated July 1965
(RESOLUTION NO.66—34-2)
SECTION 2 Construction
The first paragraph on page 5 is hereby modified to
read as follows:
Construct the Rolling Hills Drive Pump Station at
Rolling Hills Drive,and the Brea-Fullerton Sub-trunk Sewer
and the Rolling Hills Drive Force Main and Sub-trunk Sewer
extending easterly along Rolling Hills Drive and its easterly
extension to a point approximately 470 feet east of State
College Boulevard;thence southeasterly and southerly through
the forebay of the Fullerton Dam;thence through a bore near
the east end of the Fullerton Dam;thence continuing southerly
to Associated Road;thence southerly in Associated Road to
Yorba Linda Boulevard;thence westerly in Yorba Linda Boulevard
to a connection with the existing Cypress Avenue Sub—trunk
Sewer.
The last paragraph on page 5,and continuing on to
page 6,is hereby modified to read as follows:
Construction of the Rolling Hills Drive Force Main
and Sub-trunk would consist of approximately 1400 L.F.of
18-inch A.C.P.force main between the pump station and a high
point in Rolling Hills Drive 1400 feet,more or less,east,
and 2530 L.F.of 15—inch V.C.P.;300 L.F.of 18—inch V,C.P.,
and 5015 L.F.of 24-inch V.C.P.sub-trunk sewer,together with
required manholes and other appurtenances including a bore of
305 L.F.through the Fullerton Dam.
SECTION
The third paragraph on page 8 is modified to read
as follows:
Plate C-M shows the general aligrunent,size and type
of the proposed Rolling Hills Drive Pump Station,Force Main
and Sub-trunk Sewer construction as provided in Modification
No.I to the Engineers’Report dated July 1965.
SECTION 4
The second paragraph on page 10 is modified to read
as follows:
The Rolling Hills Drive Pump Station,Force Main and
Sub-Trunk will be entirely within public right of way or
Federal property and there is no property to be acquired nor
should there be any property damaged in construction of this
work,however,the pump station and a short section of the
force main will be in right of way not within a public street
but held by the City of Fullerton,arid a non-exclusive grant
or assignment should be given by the City to the Sanitation
District for use in construction of this work.
SECTION 3
The first paragraph on page 13 Is modified to read
as follows:
Plate C-M shows the general alignment,size and type
of the proposed Rolling Hills Drive Pump Station,Force Main
and Sub-Trunk Sewer construction as provided in Modification
No.I to the Engineers’Report dated July 1965.
SECTION 6
The first paragraph on page 15 is modified to read
as follows:
The Rolling Hills Drive Pump Station proposed would
have an ultimate capacity of 6.0 mgd with an increasing capacity
of the sub-trunk to care for tributary flows along its route.
The force main section would extend from the proposed Pump
Station at the Brea-Fullerton sub-trunk to a high point in
Rolling Hills Drive approximately 114.OO feet east arid would con
sist of 1LI.OO L.F.of 18-inch A.C.P.The gravity section would
extend from the high point in Rolling Hills Drive to a connec
tion with the Cypress Avenue Sub-Trunk In Yorba Linda Boulevard
near Associated Road and would consist of 2530 L.F.of 15-inch
V.C.P.,300 L.F.of 18-inch V.C.P.and 5015 L.F.of 2Li~_inch
V.C.P.,together with manholes and other appurtenances.Esti
mated cost of these facilities is shown in Table 5—M and
totals $340,500.00.
Table 5 in Section 6 is modified to read as follows:
Pump Station to
high point in
Rolling Hills Dr.
1400 ft.east
TABLE 5-M
ULTIMATE FLOWS AND COSTS
ROLLING HILLS DRIVE PUMP STATION
and
ROLLING HILLS FORCE MAIN AND SUB-TRUNK SEWER
Force
Ma in
High Point in
Rolling Hills Dr.
To Cypress Ave.
Sub-trunk in
Yorba Linda Blvd.
Thru Fullerton Dam
Sub-trunk 2530
300
5015
Bore
Manholes 210
V.F.
6.0 15 VCP
18 VCP
8.5 24 VCP
40,500.00
5,400.00
125,400.00
36,600.00
I ~
Rolling Hills Dr.
at Maple Ave.
Construc—
t ion
Type
Pump
Stat ion
Design
Length Flow
Feet _
——6.0
Dia.
Inches
______
Total Cost
—-$100,000.00
1400 6.0 18 ACP 24,200.00
Sub-Trunk Sewer
305 Casing 42
only Steel
--48 8,400.00
TOTAL --$340,500.00
STATE OF CALIFORNIA
sS.
COUNTY OF ORANGE
I,FRED A.HP~RPER,Secretary of the Board of Directors
of County Sanitation District No.2
,
of Orange County,Cali
fornia,do hereby certify that the above and foregoing Resolution
No.66~314~2 was regularly passed and adopted at a regular
meeting of said Board on the 13th day of April i~66,by
the following vote,to wit:
AYES:Directors Parks,Callens,Cornwell,Crapo,
Culver,Harvey,Hock,Schutte,Speer,
Workman and Allen
NOES:NONE
ABSENT:NONE
IN WITNESS WHEREOF,I have hereunto set my hand and affixea
the official seal of County Sanitation District No.2 ,
of Orange
County,California,this 13th day of April ,1966.
~
Fred A.Harper,Secretary,
Board of Directors of County Sanitation
District No.2 ,
of Orange County,
California