HomeMy WebLinkAboutLAND USE NORTH OF OROVILLE AIRPORT 4 OF 4:5
TABLE 4
GENERAL PLAN FOR THE ORUVILLE AIRPORT
ITINERANT AIRCRAFT
ARRIVALS (1 )
197
.1966
1967
1968
1969
1970
■
January
� (2)
1:6
� .
79
44
86
12.E
i'ebruax y
2)
I
2,1
104
74
140
1E�0
'
tl
March
O
31
124
59
87
207
April
85
14
57
48
74
157
May
66
24
64
36
160
163
,lune114
29
51
69
165
179
July
53
M1Q6
59
174
193
Auger
38
24
51
38
368
174
Se tember
p
37
(2)
74
23.
66
192
October
38
23
_ 13.7
48
145
2,49.
November
28
�. �.
20
75
81
166
144
Oecentbe�
26
12
33.
65_
_80
74
TOTALS
485(x)
214( )
454
702
1,511
2,037
( 1
Local aircraft not included. Bata
taken from
questionnaires
completed by visltinq pilots Since not all
non --local
Pilots
completed questionnaire s o
the number
off' ar ivala aro
not totals but are indicative or
(2not
airport use.
not available;
Total of
counts available
32
TA13LE 5
GENERAL PLAN FOR THE OROVILLE AIRPORT
ESTIMATED CONSTRUCTION COSTS AND RECOMMENDED CONSTRUCTION SEQLI(NCE
POR WATER, SEWERAGE, DRAINAGE AND STREET IMPROVEMENTS
tST1MATV1jD
CONSTRUCTION PRO,7ECT CONSTRUCTION
StQUENCE NUMBER PROJECT OE8CRIPTION COST
W-1 6" diameter water main In R -1(W), including $ 41j000
terminal loop and well connection, 10"
diameter water main in vluville WIL Q LA
vard west from Larkin Road to A-l(W).
6" diaincter water main in R -1(E) 151200
diameter water main in south end of R-1,
611 diameter V.C.P. in R-I(W) and along 42,700
north property line of Mosquito Abatement
Di8t,rict to outfall in Fresno Avenue.
West side of R-1 and south end of loop, 73,200
6" diameter V,C,P, in R-l(E) and in Larkin 32,900
Road from Mosquito Abatement bistrict
north,
East side of R-1 10OP4 6Of700
8eginning at the catch basin at the south 94,000
end of 11-1 (45" diameter R,CiP,)t South in
R"2 to Larkin Road to natural drain (51"
diameter R.C.P,),
53
2
W-2
4
ST -1
5
S-2
6
ST -2
D"1 -
diameter water main in vluville WIL Q LA
vard west from Larkin Road to A-l(W).
6" diaincter water main in R -1(E) 151200
diameter water main in south end of R-1,
611 diameter V.C.P. in R-I(W) and along 42,700
north property line of Mosquito Abatement
Di8t,rict to outfall in Fresno Avenue.
West side of R-1 and south end of loop, 73,200
6" diameter V,C,P, in R-l(E) and in Larkin 32,900
Road from Mosquito Abatement bistrict
north,
East side of R-1 10OP4 6Of700
8eginning at the catch basin at the south 94,000
end of 11-1 (45" diameter R,CiP,)t South in
R"2 to Larkin Road to natural drain (51"
diameter R.C.P,),
53
TABLE 5
CONSTRUCTION SEQUENCE --cont. LKtted
ESTIMATED
CONSTRUCTION
PROJECT
CONSTRUCTION
SEQUENCE
NUMBER
P1v)JECT DESCRIPTION
COST
8
W-3
811 diameter water main In Larkin Road from
$ 23,300
Oroville Dart Boulevard West; to north pro-
perty :Line of the Mosquito Abatement District
and the tie along tho north property line of
the Mosquito AbatemenL District.
g
W-4
8" diameter water main. in Larkin Road from
29,200
north property line of Mosquito Abatement
District i.o R-2 and the connection from R-1
to Larkin road along R-2.
10
S-3
6" diameter V.C.P. in Larkin Road from
16,000
Mosquito Abatement District to outfall to
SCOR West plant.
11
5-4
611 diafieter V.C.P. in R-2.
11.,500
12
ST, -3
R-2 cul-de-sac from Larkin Road,
250500
13
W-5
10" diameter water main across runway 30 from
90,800
R-1 to 10"x12" tee northwest of R-3. 12" dia-
meter water main parallel to Larkin Road from
meter
_.....
R�3 and R--4
R-2 to the intersection o and
along R--3 street to 1011x12" tee.
14
5-5
81' diameter V. c" . P . parallel. to Larkin Road
52,500
Road from ScoA outfall to intersection of
R-4 and R-3 streets,
1.5
S-6
0" diameter V. G. P Y in A-3,
26,500
16
b-3
Beginning at the catch basin north side of
274,500
runway 30 to R-4 (39" diameter V. C . P .) , along
R-4 (54" diameter R.C,P.), and across Larkin
Road to natural drain (84" diameter R.C.P.) .
34
r
i
TABLE 5
CONSTRUCTION SEQUENCE—continued ESTIMATED
CONSTRUCTION
CONSTRUCTIONPROJECT PROJECT DESCRIPTION COST
SEQUENCE NUMBER
R-�3 from Larkin 'Load to cul-de-sac and East $100,700
17 S' -4
portion of R4 f -
ron 11-3 to cul-de-sac.
'n r�roville Dam 72,100
18
W.:6
l0" diameter wauex mai n
Boulevard, from R--1 (W) to R-5- 7 2" diarrieLe
water main in R-5 from Orovil>:le Dam Boulevard
West 0 10"x12" tee.
19
D.4
Beginning at the catch basin north side of
R-5 (30" dia-
64,100
runway 30 to the east side of
meter R. C.1' .) , and souk h parallel to R-5 to
crossing of R-5 to �iaturai drain (42" diameter
D-2
Catchabasin at tj%.,t, J.ntersection of LarkinRoad
and Orov lle Dam Boulevard west
C k' )
Road to natural drain (24" diameter R. . .
5T--5
R-5 from Oroville Dam Boulevard west to golf
00000
20
course:
21
W-7
1011 diameter water main in Wes.L leg of R-4
1,0"X12" tee.
5402..0
and 'parallel to runway 19 to the
22
S`7
6" diameter V.C.P. it West side of R-4.
27,500
D-5
Seginningq at the catch basin on the northwest
1.21,500
23
side of runway 19 across runway 19 (5111 dia-
the Larkin Road crossing
;t' P i) , to
meter Rat '
(66" diameter R.C.P.)
24
ST -6
R-4 west portion from R-3 t.] cul -de --sac,
71,800
TOTAL
$10540;400
35
PROJECT
NUMBER
W-1
W-2
W-3
w-4
W-5
W-6
W-7
TABLE 6
GENERAL PLAN FOR THE OROVILLE AIRPORT
ESTIMATED CONSTRUCTION COSTS FOR (DATER SYSTEM IhJPROVEMENTS
ESTIMATED
CONSTRUCTION
C0ST
41,000
PROJECT DRSCR IPTION
6" diameter water main in R -I. (til) , including terminal
loop and well connection. 10" diameter water main in.
Oroville Dam Boulevard West from Larkin Riad to R-1 (W) ,
011 diameter water main in R -1(E)
811 diameter water
main in south end of R-1.
8" diameter water main in Larkin Road from Orovill.e Dani
Boulevard West .to north property line of the Mosquito
Abatement District and the tie along the north, property
line of the Mosquito Abatement District,
$" diameter water main in Larkin Road from north Pro-
perty line of Mosquito Abatement District to R-2 and the
connection from R-1 to Larkin Road along R-2
1.0" diameter water main across runway 30 from R-1 to
l0"xl2" tee north -West of R-3 1211 diameter water main
parallel to tarkift Road from A-2 to the intersection of
R-3 and A-4 and along R-3 street to 10"xl2" tee,
l0" diameter water main in Oroville 'Dam Boulevard from
P'-l(w) to R--5 . 1211 diameter water main in R-5 from
Oroville Dam Boulevard West to 10"X1.2" tee
10,r diameter water main in west leg of R4,4 and parallel
to runway 19 to the 10 "XI2'` tee.
TOTAL
25,200
23,300
29,200
90e800
720100
54,200
$535,&00
36
TABLE 7
GENERAL PLAN POR THE OROVILLF AIRPORT
EST?MAT81? CUNSTRcrCTIUN COSTS FOR SEWERAGE IMPROVEMENTS
PROJECT
NUM$ER
ESTIMATED
PPO' ,-;QCT DESCRIPTION
CONSTRUCTION
COST
5-1
6" diameter V..;,4 in R�1(W) and along north property
line of MosclUito Abotement bistrict
42
$ 420700 = __
to cutfa7 l in
Fresno avenue.
S-2
6" diaieter V.C.P. in R=1 (E) and in Larkin Roau fr °m
Mosquito Ab4tement District
32,900
north.
S-3
6" diameter V. C.P. o Larkin Rodd from Mosquito
Abatement Rist"riot i~a o+ztfal
16 000
to SCOR West plant.
s-4
6" diameter V.C.P. in R-2'4
S-S
8" diameter V.C.P.
outfall to intersection kR- in Road i�rom SCOR
11,500
52,5b0
ofParallelR�4 and 3 streets.
8-6
6" diameter V.0 P. in R_,
S-7
6" diameter V.C.p, in west side of 9-4.
26,500
27,500
TOTAL
$2090600
r
37
I _
TABLE 3
GENERAL PLAN FOR THE OROVILLE AIRPORT
ESrTMATtV CONSTRUCTION COSTS
F R �I�ATNAGE S�ST'LM IhtPR�VE'�l{CN1';�
PROJECT
LUMBER ESTIMATED
pRO--- SACT DESCRIPTION CONSTRUCTION
COST
D-1 Beginning at the catch
(45 ii diameter RC:P.j basin at the .south end of R-1
natural drain 'C` South in R-2 to Larkin Road to $ 94,000
( diameter R.C.P.).
D-2 Catch basin at the intersection of Larkin Road
Oroville Dam Boulevard west across Larkin Road to 1,900
natural drain (2.4" diameter R.C.p.,) 1900
D- Beginning at the catch basin nor
to R-4 39" d. north side of �uiiwtay 30
( diameter R.C.P.), aloe R 4 54 274,500.
RC.P.) and across g - ( I' diameter
diameter, ajC.p. )
Larkin Road to natural drain (841i
D-4
Beginning at the catch basin north side of runway .80
to the east side of R�5
(30" diameter R.0 ,P. 62,200
south Parallel to R-5 to crossing of R_5 to natural
drain (42,1 diameter R.C.P. j
D-5
Se inning at the catch basin on -the northwest side o
runway 19 across runway, 19 (51" diameter westici) , to
_ 1 1,500
the Lar,tin. Road crossing (661
TOTAL $55¢0101
39
I
TABLE 9
GENERAL PLAN FOR THE OKOVILLE AIRPORT
ESTTMATED CONSTRUCTION COSTS F09 STREET S VSTEM I MPRO VEMFNn
PROJECT
ESTIMATED
NUMBERCONSTRUCTION
PROJI�CT nESCRTPTZON
COST
ST -1
est
W side of R- 1 and south end of loop.
'73, 20.0
ST -2
East 81de of R-1 loop.
60,700
8T-3
R-2 out. -de -sac from Larkin Road.
25500
ST -4
R-3 from Larkin Road to cul-de-sac and East portion of
R-4 from
100,700
R-3 to cul-de-sac.
'
ST --5
R-5 from Oroville Dam Boulevard west to golf course,
65,000
ST -6
R--9 west portion from R-3 to cul-de-sac,
71, $00
TOTAL
$4000900
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