Storm Drain Master Plan - Jun 1974REVISE® MASTER PLAID
CITY Of CUpERTINO
tpy.
STORM DRAINAGE SYSTEM
MARK THOMAS & CO. INC.
C� CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS
1S N. SAN PEDRO STREET, SAN JOSE, CALIF. 95110 • (408) 295.2425
OFFICES IN SAN JOSE AND CUPERTINO
Mr. Bert Viskovich
Director of Public Works
City of Cupertino
10300 Torre Avenue
Cupertino, California 9501.4
Dear. Mr. Viskovich:
MARK E.THOMAS
ALDO P. SAVIO
HARRY F. AUMACK, JR.
JOHN E. FLEMING
HENRY D. GILSERT (1906 IS72)
SAM J. ZULLO
June 24, 1.974
File No, 72098
We are pleased to present this Revised Master Storm
Drainage Plan for the City of Cupertino.
This report has been p:repared,,i.n accordance with the
Agreement set forth in Resolution No. 3342 adopted by
the City Council of the City of Cupertino on Septem-
ber 13, 1972.
This report is intended to assist the City of Cupertino
in establishing guidelines for future design, construc-
tion, and establish a. means of financing the remaining
Portions of the drainage system,
We wish to acknowledge the assistance of the staff of
the City of Cupertino wb o izave hel;oed us in this effort,
especially the assistance of the Planning Department
and Mr. 'Travi.ce Whitton of the Public Works Department.
Tt has been a pleasure to work with the City of Cupertino
in preparing this report.
SJ/.,/ca
Enc.
Very truly yours,
TIIOMAS & CO. 'INC.
PAL ENGINEER
PEVISEI) ASTAR PLAN
CITY OF CUPERTINO
STORM DRAINAGE SYSTEM.
Members of the City Council
REED SPARKS
DONALD FROLICH
JAMES E. JACKSON
CATIIY E. NELLIS
ROBERT W. MEYERS
R.OBERT W. QUINLAiN
BERT J. VISKOVICH
June 1974
Prepared by
Mayor_
Council
City Manager
Public Works Director
Murk Thomas & Co. Inc.
Consulting Civil. Engineers
and Municipal Planners
IS North San Pedro Street
San Jose, California 95110
.TABLE OF CONTENTS
P age
I.
Introduction . . . . . . . . . . . . . . . . . .
. . 1
II.
Scope of Work . . . . . . . . . . . . . .
. . 1
III.
Original .Master. Plan and the Existing System .
. . 1
IV.
Basis for Master Plan Development . . . . . . .
. . 2
V.
Computer Analysis of the System . . . . . . . .
. . 10
VI.
Proposed System and the Cost Estimates . . . .
. . 13
VII.
Review of the Fee Structures . . . . . . . . . .
. . 37
VIII.
Conclusions and Recommendations . . . . . . . .
. . 42
APPENDIX
I. Resolution No. 3342, "Agreement" . . . . . . . 43
II. Resolution No. 633 "Storm Drainage Fee Policy''
III. Three-year Computer Analysis
IV. Ten-year Computer. Analysis
V. Exhibit "A" - Revised Master Plan
TABLES AND FIGURES
1.
Table
I -
Runoff Coefficients . . . . . . . . . .
4
2.
Figure
I --
Land Use Map . . . . . . . . . . . . .
6
3.
Table
II -
Land Use Area Summary . . . . . . . .
7
4.
Figure
I -A
- Rainfall Intensity Curves . . . . .
9
5.
Figure
II -
Sample Computer. Printout with
Explanation . . . . . . . . . 1 . . .
12
6.
Figure
III
--- Index Map . . . . . . . . . . . . .
Appendix V
7.
Table
III
-- Unit Cost . . . . . . . . . . . .
1.:;
G.
Table
IV -
Cost Estimate to Complete the System .
17 - 36
9.
Table
V --
Recommended Fee Structure . . . . . . .
42
10.
Table
VI --
Results of three-year Storm Analysis .
45 & 46
11.
Table
VII
-- Parallel System Priority List . . . .
47
I . IN`i'RODUCTION
The original Storm Drainage Master Plan which was adopted
by the City of Cupertino on July 3, 1961, established the
guidelines for design, construction, and financing of the
Storm Drainage System within the estimated sphere of
influence for the City of Cupertino. Since then, approxi
mat.ely thirty-six miles of storm drain have been
installed; the city has completed a comprehensive Land
Use Report; and the sphere of influence for the City of
Cupertino has expanded beyond the original estimates.
These changes plus a need to revise and update the
drainage fees and storm drainage credits ]lave established
a need for this study. The City Council of the City of
Cupertino has adopted Resolution No. 3342 authorizing a
review of the Master. Storm Drainage Plan for the City of
Cupertino. Copy of Resolution No. 3342 is attached in
Section I of the Appendix.
SI. SCOPE
The scope of this study, in general, consists of:
1. Review existing Master. Storm Drainage Plan and
prepare Revised Master Plan for a City. -wide storm
drainage system, based on a ten-year storm design
criteria and the Santa Clara County Drainage Manuel
dated March 1966,
2. Evaluate adequacy of existing facilities as com--
ponents of the Revised Master. Plan,
3. Prepare engineering estimates of costs to complete
the system,
4. Analyze the current City policy with respect to
fee structures,
5. Summarize results of study with recommendations.
II:I. ORIGINAL MASTER PLAN AND THE EXISTING SYSTEM
The Storm Drainage Master Plan was prepared by Mark
Thomas & Co. Inc., in June 1961, and adopted by the
City Council of the City of Cupertino by Resolution
No. 466 in July 1961. This report, in turn, enabled
the City to establish Storm Drainage Fee Policy as :i.t
cxi.sL belay. Thc:� copy of Pe:oLution No. 633,
Lahr<,tii.nrf Storm Dic-a nage -es, is a't-tached i.n Sect -ion
1I of the Appendix for reference.
1
The 1961 Master Plan was based on a three-year design
storm frequency and the majority of the trunk lines
designed and installed to.this date are in general
agreement with the original Master Plan. The results
of the three -yeas storm analysis are summarized in
Table VI. The study concludes that about fifty per
cent of the existing system is inadequate, based on
ten-year analysis.
Although the original Master Plan was IDW;eel on a {.hr( e-
year design criteria., the City of Cupertino has sine{:
then adopted the ten-year design criteria, and it is
currently the accepted standard for the City of Cuper-
tino.
The inventory of the existing system (through January
7.974) is shown in Exhibit A of Appendix, "Master
Storm Drainage Plan".
IV. BASIS FOR. MASTER PLAN DEVELOPMENT
Development of a positive ,storm drainage system is
regarded and undertaken as a municipal function in
every established community. The factors which
influence the design are interrelated and dependent
upon many assumptions, predictions, and actual data,
among which are:
1. Intensity and duration of the storm.
2. Topography as related to ground slopes.
3. Available natural water courses.
4. Proportional area. of roofs, paved areas, undisturbed
area, lanscaped area, etc.
5. Land use element.
6. Value of property to be protected against flooding
and degree of safety desired.
-7. Ability of landowner to meet the involved costs.
The Rational Formula Method
The Public Works Department of the City of Cupertino
has adopted the Rational Formula Method to determine
2
estimated storm runoff. This is represented by the
formula;
= CIA
where; Q = the peak rate of runoff in cubic feet
per second,
A = the drainage area, in acres, tributary
to the design point
I = the average rainfall intensity in inches
per hour for a duration equal to the
time of concentration of the watershed
and for selected return period
C = weighted runoff coefficients, expressing
the ratio of rate of runoff to the rate
of rainfall
The Rational Formula method has proven to be a successful
tool'in determining the storm runoff. In considering
drainage areas normally greater than 100 acres, the
process involved in actual storm runoff production is
more complex and cannot be adequately described by an
empirical method such as by the Rational Formula. In
evaluating a system for the large areas we would sug-
gest an alternate review of using a unit hydrograph
approach. However, as most of the tributary basins
in the City of Cupertino are relatively small and are
highly impervious, it is suggested that the Rational
Formula Method be continued to be used.
C, the coefficient of runoff_
The runoff coefficients express the ratio of rate of
runoff to the rate of rainfall. By formula, it is
represented by:
C= R - f
R
where: R = rainfall intensity
f = infiltration rate
In reviewing runoff coefficients adopted by municipalities
similar to those of Cupertino and based on prior experience
in the area, the following average runoff coefficients for
different types of surface area were used as a basis for
this report and are recommended to be adopted and used by
the City of Cupertino. Table I summarizes this result...
3
TABLE I
RECOMMENDED RUNOPP CnEI T ZCIr?dTS
Land -use Type
Runoff Coeff':ir:ion
A. Commercial, heavy .nduskr:i.al.
N.80
B. Industrial, General Use
0.70
C. Residential
1.
Low density (1 DU/Ac or. less)
A. Slope ; 5%
0.7.0
B. 5% < slope f. 15%
0.25
C. 15% < slope 30%
0.30
D. Slope > 30%
0.35
2.
Medium density (single=typical
3-5 DU/Ac
0.40
3.
High density (multiple)
0.55.,
D. Open ,space area, undisturbed
1.
Flat terrain - slope 5%
0.15
2.
5% < slope < 15%
0.20
3.
13% < slope < 30%
0.25
4.
Slope ? 30%
0.30
E. Other. types
1.
School
0..35
2.
Golf courses and narks
0.15
3.
Mixed residential/commercial/
industrial
0.65
The assignment of appropriate runoff coefficients in
the development of the Vaster Plan is based on the
land use element provided by the City of Cupertino
(dated Tanua.ry 1974) and is shown in Figure I.
Table II summarizes the various land uses within the
sphere of influence for the City of Cupertino. The
following assumptions were made to arrive at the
figures in Table II.
1. Developable unincorporated territory of the
County of Santa Clara in which fees can be
collected are divided as follows:
a. 50% of the area in Basins ZJ, ZL, ZN, ZO,
ZM and Y.
b. 20% of the area in Basins U, I, and X.
C. 100% of the area in Basins ZC, ZF, ZI,
ZB, Z, S, ZY. and ZII.
2. Percentage of area zoned for mixed land uses
(residential, commercial and industrial) are
divided as follows:
25% for single family uses 48 acres
25% for multiple uses 48 acres
50% for commercial or industrial 94 acres
Total 190 acres
3. Residential uses of variable density are divided
as follows:
50% for single family, uses 22 acres
50% for multiple 22 acres
Total 44 acres
From the Fee Collection Map provided by the Public
Works Department, it shows that through .January 1974,
approximately 1900 Acres have made contribution to the
collection of the Storm Drainage Fees. Within the sphere
of influence limit, there are approximately 2100 acres
of land yet remaining.to be developed for possible col-
lection of Storm Drainage Fees.
5
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Rainfall intensity - duration - frequency
Based on rainfall data assembled by the Santa Clara
County Department of Public Works*, the annual mean
precipitation for the City of Cupertino varies from
a high of 26 inches at Stevens Creek Reservoir to a
low of 14 inches in the vicinity of Route 280, with
the majority of City area falling between 15 to 22
inches. Therefore, it is suggested that a mean value
of either 16 inches or 2.0 inches be used in calcula-
tions, depending on the location of the tributary
basin as shown in Figure III. Rainfall intensity
curves are shown in Figure I -A.
Computation of conduit sizes
Manning Formula is an empirical formula used for
computing the capacity or friction loss in conduits.
This equation is:
2/3 1/2
S? = 1.486 A R S
N
where;
2 = the flow rate, in cubic feet per second
A = cross sectional area of flow, in square feet
R - hydraulic radius, in feet
S - the slope, in feet per foot
N = coefficient of frictions
N - 0.15 for less than 21. inches in diameter.
N - 0.13 for greater or equal. to 21 inches
in diameter
*Refer to Santa Clara County Drainage Manual, March 1966.
8
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V. COMPUTER ANALYSIS OF THE SYSTEM
In this report Mark Thomas & Co. Inc. has utilized
a computer program in conjunction with our consultant
for the purpose of analyzing the storm drainage system
employing concepts presented in Section IV as follows:
1. Uses Rational Formula and calculates design
discharge at each junction.
2. Calculates the required diameter- of the pipe for
a given slope.
3. Analyzes the existing system by:
a. Calculating the capacity of the existing
pipe.
b. Calculating the "overflow" that cannot be
accommodated by the existing system.
C. Determining the parallel pipe system
required to adequately handle the total
calculated overflow, based on same slope as
the existing system.
d. Calculating the theoretical head, in feet,
.required to force the calculated design
discharge through the existing system.
Energy losses due to bends, junctions,
manholes, grade drops, etc., are not taken
into consideration when theoretical heads are
calculated.
Sections III and IV of the Appendix contain the
computer analysis of a ,:system based on th.re.e--year
storm design criteria and ten --year storm design
criteria respectively. Three --year storm analysis
is provided in this report for informational purposes
only, as the majority of the existing system was
designed for a three -yeas storm.
Figure II shows an example of a computer printout
with explanation.
10
Computer In.put Data
1. Junction numbering system
Each junction point in the drainage system is
assigned a number, beginning at the upstream end.
The subbranch is then defined by, alpha characters.
Example of subsysLom is shoran below:
2
(/Beginni.ng Q
.....
point
C7_.__...._-
......._.__,---b
2B
(13B
2 D �..
Outlet
point
3A
2DA
I\. The main branch is defined by numbers,
1 - 2 - 3 - etc.
B. Each subbranch is defined by a 2A - 2B -
2C - etc. with branch ties located at
junction point No, 2.
2. A, area in acres.
:3. C, coefficient. of runoff.
4. 'VC, initial time of concentration (minimum
Lon minutes).
5. Gutter flow consideration by G notation after
length of the system.
6. Slope of the ground.
7. ED, Existing diameter.
8. Existing slope of: the pipe.
i
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VI. Proposed System and the Cost Estimate to Complete the
Storm Draina<j System:
The Revised .Master Plan includes the construction of
the storm system necessary to complete the system and
upgrading of the existing system, all to ten-year
storm design criteria.
The Revised Master Plan, in general, consists of
construction and/or improvement of:
1. Underground pipe facilities to complete the storm
drainage system both within the City of Cupertino
and within the limit of the sphere of influence
(See Exhibit "A").
3.3 miles of trunk system to be financed
by other means, (Developed County Area) $388,000
4.9 miles of parallel pipe system to.
be constructed 700,000
13.1 miles of new trunk system to be
constructed 1,365,000
21.3 miles
Total $2,453,000
2. Improvement of Regnart and Heney Creeks to include
clearing, grubbing, and reshaping earth channel
bottoms to provide adequate capacity, totaling
$63,000.
3. Reconstruction of the bridge at Stevens Creek
and Steven.s Creek Boulevard to construct new
four -lane bridge, totaling $500,000. (Cost
estimates provided by the Public Works Department,
City of Cupertino).
4. Improvement of culvert at McClellan Road crossing
of: Stevens Creek, to construct low bridge and low
profile- arch culvert across flood plain
totaling $103,000. (Cost estimates provided by
the Public Works Department, City of Cupertino).
The study area is divided into 41 subbasins as shown
in Figure III. Each basin, in turn, is shown in
detail in the attached Exhibit "A" of Appendix V.
In estimating the cost of the system the following
average unit cost for various pipe sizes were
established.
13
The following unit costs represent the "Average Cost"
to install the system complete -in -place, for example,
in areas in which the system is to be constructed in
the existing streets, a much higher unit cost will
occur than in the new subdivision development because
of the work involved to replace pavements, traffic
control, etc.
TABLE III - Unit Cost:
No.
Item
Unit Cost
1.
12" RCP/LF
$10.00
2.
15" R.CP/LF
12.00
3.
18" RCP/LF
15.00
4.
21" RCP/LF
18.00
5.
24" RCP/LF
21.00
6.
27" RCP/LF
23.00
7.
30" .P.CP/LF
25.00
8.
33" RCP/LF
28.00
9.
36" RCP/LF
30.00
10.
39" RCP/LF
34.00
11.
42" RCP/LF
37.00
12.
45" RCP/L.F
41..00
13.
48" RCP/LF
45.00
14.
Manholes/Each
600.00
15.
Creek Improvement/LF
7.00
16.
15" RCP-50 LF Culvert
crossing under the street
1,300.00
IA i
The following Table TV lists the estimated costs of the
various storm drainage items yet to be constructed.
The Revised .Master Plan incorporates upgrading systems
within the unincorporated territory of County of Santa
Clara in which the majority of the area is already
developed. This situation will inevitably make the
collection of fees in these areas difficult; therefore,
the cost of these un..inco.rnorate d systems are separated
from the areas in which the fees are to be collected,
and are listed under costs to be financed by other
means.
Bridge and culvert reconstructions at Stevens Creek
are also to be financed by other means.
1.5
TABLE IV - SUMMARY
ESTIMATED COSTS TO COMPLETE THE REVISED
MASTER STORM DRAINAGE PLAN
Cost to be .Financed
Basin No. City-wide Drainage Cost by Other Means Y
A
$64,000
-0-
B-2.
2.26,000
-0-
B--3
33,000
-0-
D
-0-
55,000
E
16,000
-0-
P-1.
28;000
-0--
F-2
20,000
-0-
G
12,000
-0-
H
12,000
.-0-
I-1
143,000
173,000
I-2
48,000
-0-
J
10,000
-0-
K
289,000
-0--
L
198,000
-0-
N
7,000
-0-
O
254,000
43,000
R
18,000
-0-
R
12,000
-0-
S
193,000
-0-
T
0-
17,000
U
--0-
36,000
V
7,000
-0-
X
3,000
50,000
y
14,000
-0-
Z
59,000
--0--
ZB
1.:1.1.,000
-0--
'ZC
188,000
--0-
ZD
--0-
14,000
ZE
1.9,0()0
-•0--
ZF'
39,000
-0-
ZII•-1.
54,000
.-0--
ZII--2.
26,000
0
ZH-3
47,000
-.0-
Zl7
156,000
-0-
ZK
17,000
-•0--
Z1.
32,000
-0-
zm
24,000
-0-
ZN
71,000
--0--
ZO
8,000
-0--
ZP
26,000
-0--
Subtotal
2,484,000
388,000
J. 6
TABLE IV - SUNUMAFY (Cunt' d)
ESTIMATED COSTS TO COMPLETE THE REVISED
MASTER STORM DRAINAGE PLAN
City-wide Cost to be
Basin Drainage Cost Financed by Other Means
Subtotal
(from page 17)
$2,484,000
$388,000
Creek crossing
@ McClellan and
Stevens Creek
-0•-
103,000
Bridge construction
at Stevens Creek and
Stevens Creek Blvd.
•-0-
500,000
Creek crossing #1 at
Regnart Creek
40,000
-0-
Creek crossing
#2 at Regna.rt
30,000
-0-
Regnart Creek
Improvement
35,000
-0-
Heney Creek
Improvement
28,000
_ -0-
Total
$2,617,000
$991,000
Total Estimated Cost of the Revised
Master Plan to Completion
$3,608,000
17
:.CABLE IV -A - shows the system to be constructed along
with the cost estimate by subareas.
The Revised Master Plan does not include
the cost of laterals and inlets.
TABLE IV -A - Estimated Cost Breakdown by Subareas
,Leg, end
1. Upgrading system by parallel line . . . . . .
2. System within the Unincorporated
territory of the County of Santa Clara . . . (500)
M
Item Estimated
nit
Cos t
No. Quantity
Unit.
Item
System No.
rice
citY-Wide Financed By
Other MeanE
BASIN
2.4
Subtotal
51,150
incl
es City Admini-
8,400
Man-
stration costs,
iHnspec
ion,&
45,320
tingen
l9
Item Estimated
1qo.j Quantity
Unit
Item
System No.
Lit
rice
Total Cost
City -Wide
Financed By
Cost
Other Mean
BASIN PIR
B-5
1. 1400
L.F.
21" RCP
1-2
1$18.0
$ 7,200
2. '400
L.F.
24" RCP
12-3
21.00
3.
— 400
3 Manholes
17Each
27" RCP
--I--
6-4
23.00
6 0 0 . 0 0
9,200
1,800
I
�t_
Subtotal
.�
F_
26,600
— ------
125% includes
stration
engine eri
TO
City Admi I-
costs , inspection &
- : g, contingen'
AL Y, et
6,400
$ 33,000
BA51N NA
D
2LCP
L.F.L. F.
l 8 -P
�C_
�p
6A-6B 1$15.0
6A- 6 B�600.01$
1 5*0
$ -0-
$ 4,620
L.F.
21" RCP
6�B-6.0
18.0
-0-
5,580
L.F.
24" RCP
!6C-6D
21.0
-0-.
61.090
4. _k11_5
L.F.
::F.
24" RCP
I
6D-6*
1 _0
21.0
-0-
24,150*
(6) Manholes
Each
-0-
3,600
Subtotal
_Y5'--* incTddes City admJ—nii-
4 4 0 4 0
__.stratian
costs, in_q_p e
engineeriAg, contingen
Y. etc.
TD�AT
0 0
BASIN I
42 E
Imo,_ 670
L.F.
21" RCP 13A-
3
$18.0
$ 12,060
j._1__H_ajjbDj e
Each
600
600
12,660
125%±
incl*des City A�dmini-
.= engineering, contingen6j,
TOTAL
ion &
et
3 340
$ 16,000
20
Total
Cost
Item; Estimated
nit
_
No.l Quantity
it
Item
System No.
rice
City -Wide
Financed B
Cost
Other Mean
BASIN
O
1. 1530
- - ---__.--_.
.F.
24".RCP
1-2
21
i
2. 456
F.
27" RCP
2-3
23
10 350
3. 2 Manholes
-._ ^ach
__.....__-----_.__..i__
600
_..._._1,, 200
-.-....-......_-__
_.-_.
Subtotal -
- -
$.._�..2 ,_68 0.
25%� inciudes
. - -- ---
City Administr
-- --
._
tion
- ................
__._-__
___._costs..,
inspection
&
5 320
contin en.
g
,engineer.n
-Y. C.
—
TO._TAL28
000-_„___.__
BASIN N°
F -2
F.
21" RCP
1-2
_.a: •-.._.36_0 .. __.
_
_.-.,
._.._... - -
$18
1 $ ---
- $-6,480
--------
2. 350-__.______
F.
,-27" RCP
2-3--� -�
23
8,050
3. 2 Manholes
ach-
I
�42
-- 1= 200--...----
_...---
Subtotal
15,730
25%t inclides
City admini-
--- ._ ;____._-_______• _-
stration ho
, sts I eec_I�ion
&_
4 , 270
engineering,
-
contingen
y, etc.
____.
____-_...-_____..
I
20,000
BASIN
_-___..___..
No C
------ ._.._._.__.____._._..---.__-
1. i495
L.F.
21h RCP
6-8*
$18
$ 8,910*
I
!l Manhole
ach
600
600
Subtotal
9,510
I 25%4- incl
s City Adm.ni-
-__._ _-
, stration.__bosts-,__inspec
ion &2,490
engineeriTig,
contingency,
et
__
_._...._- ...__TO
AL
12 000
_-. t___
21
Item Estimated
Unit
Total Cost
_
No.Quantity
Unit
Item
System No.
rice
City -Wide
iFinanced By
Cost
Other Means
—,
500
L.F.
21" RCP
4A-4
j $18
$ 9,000
2. 1 ManholelEachl
I
600
600
Subtotal
9,600
25% k includes
City admini-
--"
i ,tion
costs, jnspection &
2,400
engineeri�ig,
contingenpy,
et
--.—
TOTAL
12,000
-
—
BASIN
1. (150)
L.F.
12" RCP
1-2
$10
$ 70-
$ 1,500
_
2 (900)
L.F.
21" RCP
2-3 I
18
-0-
16,200
IL.F.
24" RCP
3A-3
21
-0-
�12,180 '
(230)
L.F.
30" RCP
-4 —I
25
-0-
---- - —
5,750
I_-5_(1160)
L.F.
33" RCP
r4-7I
28
-0-
32,480 —
...... (660)
L.F.
18" RCP
A-6B
15
-0-
9,900
(1320) IL.F.
21" RCP
61
-0-
23,760
650).__.____jL.F.
24" RCP
6D-6 —!I
21
-0-
13,650
9. (518)
L.F.
27" RCP 17-8*
23
-0-
11,914*
i (307)
l.0 . .. - _.
_ L.F.
42" RCP
8-9*
37
11,359*
-0-
11. 2315
L.F.
36" RCP
9-15*
30
69,450*
-0-
12. 1344
L.F.
15" RCP
21D-21F 1
12
16,128
0
13. 636
L.F.I
21" RCP
21F-21*
18
11 448*
-0-
14. 18Manholes
Eachl
600
.�0-
10,800
10Mahholes
Each
_
600
6,000
-0-
_!_
�i$UbtOta
i
114,385
138,134
250± includes City admni-
stration osts L:Inspection,&
28,61.5
34_,866
engineeri g, contingen
y, eta
I
TOT L
143,000
$173,000
22
Item Estimated
Lit
'total Cos�.
No.! Quantity
unit
Item
System No.
rice
CitY-Wide Financed B,
Cost Other Mean'
BASIN
�2 1-2-
A40
L.F.
18" RCP
26A-26B
1$15
$ 6,600
—2.__650
L.F.
21" RCP
26B-26
F18
11,700
3, .400
L.P.
18" RCP
30A-30B
15.
6,000
4. !650
L.F.
21" RCP
30B-30
18
11,700
5. 4 Manholes
Each
600
2,400
Subtotal
$ 38,400
25%+ includes _City EdEini-
stration costs, inspection
&
$ 9/600
engineeriog, contingency,
et(,.
TOTAL
48,000
BASIN
J
1. 570
L.F.
15" RCP
6C-7D*
$12
$ 6,840*
2..... 2 Manholes
L.F.
600
1,200
Subtotal
_Y5_%+inclW_e_s
_CiE_Y_Ydmfni-
0 4 0
stration
costs, inspection
&
8 1,960
engineeri 9, con ingenFy,
TO
et
- -----
AL
$ 10,000
BASIN (14!R
K
1. 700
L.F.
39" RCP
262A-2
$34
$ 23,800
2. 100
L.F.
21" RCP
1-2
18
7,200
3. 650
L.F.
4511 RCP
2-3
41
26,650
4. 520
L.F.
18" RCP
F3A-3
15
7,,8_0_0____
5., 2770
L.F.
48" RCP
3-9
45
124,650,
6. 1020
L.F.
21" RCP
6A-6
18
18,360
7.1 460
L.F.
18" RCP
8A-8B
15
6,900
23
I
Total CosL
Item Estimated
t7nit
— —_-
No.; Quantity
Unit
Item
System No. rice
City -Wide Financed By
CosL Other Means
BASIN
N_° K (Con}'d)
8
I600
L.F.
21" RCP
8B�$18
$ 10,800
---� -I
__- .1.13Manholes
Each
I. 600
7,800
Subtotal
$ 233, 60
I %*
25 o incl
�hdes City admini-
_.—
— ----
i __,._,__._„_,
strat on
osts,inspection &
55,040
='- `
"--�--
engineering,
contingency,
eta.----
_—,
T
TAL
$ 289,000
—
BASIN
L
----
_
,'a
—
_ 1.420 „—
L.F.
15" RCP
1-3
I$12
$ 5,040
L.F.
21" RCP
—
4-8*
18
15,084*
--_ —
1400
L.F.
36" RCP
10-13
30
42,000
620
L.F.
12" RCP
12A-12C
10
6,200
L.F.
15" RCP
12C-12E
12
6,960
—6.-__38,0
L.F.
18" RCP
12E-12 I
15
5,700
1_400
L.F.
30" RCP
13-H-13I
25
�10,006
Q_,--A_500_,
L.F.
33" RCP
13I-13
28
14,000
9.i
1200
L.F.
42" RCP
13-16*
37
44,400*
I �
I 15Manholes
,Each
600
9,000
-- _
_Subtotal
$ 158,384
25%1-includes City admini-
,—an.spec
ion &
_$ 39 616
engineering, contingent
etc.
TOTAL _--�
$ 198,000
4
_
—y_
24
Total Cost
Item Estimated
Unit
—
No.! Quantity
Unit
Item
System No.
rice
City -Wide Financed By,
Cost-- Other Mean_
SA51N
N-' N
1.
1400
L.F.
15" RCP
1-2
$12
$ 4,800—
2. [Manhole
Each
600
600
L.._
-
Subtotal
I
$ 5,400
i------._.... --
25s inetudes City ad
_-_
ini-
-
stration �osts, inspeo
ion &
$ 1,600
engineering, contingency�E
---
--- - --
____..._.
BASIN
L> O-
1. 760
L.F.
12" RCP
1-2
$10
$ 7,600
2. 850
L.F.
45" RCP
_—
152A-2
41
34 850
,
3. 720
L.F.
45" RCP
2-4
41
_
29,520
^—
_
4 400
L.F.
12" RCP 13A-3B
10
4,000
5 400
L.F.
15" RCP
3B-3
12
4,800—
6.950
L.F.
15" RCP
4A-4 112
11,400
7.1 1610
L.F.
48" RCP
4-6X
45
72,450'
8.1 745
L.F.
45" RCP
6X-8*
41
30,545*
9.I(530)
L.F.
15" RCP I
6A-6B—
12
-0-
$ 6,360
10.i(350)
L.F.
18" RCP
6B-6C
15
-0-
5,250
11.'(340)
L.F.
21" RCP
6C-6
18
-0-
6,120
12..(320)
L.F.
15" RCP
7A-7B
12
-0-
3,840
13. (350)
L.F.
18" RCP
7B-7
15
_. 0-
r ,250
5
14.(310)
L.F.
15" RCP
5A-5
12
-0-
3,720
15. (20)Manholeq
EacH
600
3,600
I.
f
Subtotal_
$ 203,565
=
$ 34,140
—_.._..._.__.._...
25%±_inc
,_
udes C—Y nit arc I�
ini-
stration
costs, inspection
$ 50,435
$ 8,860
�
engineer
ng, contmge
TOTAL
254,000
43,000
25
Item Estimated
No. Quantity
Unit
Item
. ... ....... _=�
Unit
System No. rice
Total
City -Wide
Cost
Financed Bvi
Other Mean,
BASIN N!a
Q
1. 422
L.F.
18" RCP
5-6*
1$15
$ 6,330*
2
L.F.
7—
18" RCP
7—
15.
6,330*
3 Manholes
Each
I, u
600
1,800
Subtotal
i
$ 14,460
I
—2 inc �i
stration
TOTAL
es y admini-
costs, inspection
&
etc
$ 3,540
$ 18,000
BASIN
400
L.F.
12" RCP
$10
$ 41000
350
L.F.
15" RCP
2-3
12
4,200
3. '2 Manholes
............
Each
1,200
Subtotal
c 1
stration
es City aTmini-
hosts, inspecItion &
$ 9,400
2,600
engineering,
TO
confl—ngency,
AL
et•
$ 12,000
BASIN
S
l.: 145
L.F.
15" RCP
17D-17E*
$12
$ 1,740*
L.F.
18" RCP
17E-17F*
15
2,550*
3. 588
L.F.
21" RCP
17F-17G*
18
10 , 5 8 4
4._i 436
L.F.
30" RCP
17G-17H*
25
10,900*
5.
884
L.F.
27" RCP
17H-17*
23
2 0,3 3 2*
6. 520
L.F.:
15" RCP
17HA-17HP.1
. 12
6,240
250
L.P.
18" RCP
I 17HB-17H
15
3,750
8.1 1900
L.P.
27" RCP
17-22*
23
1 4,370*
26
Item Estimated
Unit
Total Coat
- - -------
No. 1 Quantity
Unit
Item
System No. rice
City -Wide Financed B�
=___, �- •--.�
-____.__.
_
Cost Other Mean.,
9.
( 420
L.F,,30"
RCP
22-23*
I$25
$ 10,500*
10. 2522.
L.F.
33" RCP-23-30*
--1
28
70,616*
—
11. 21
I Each
Manholes
I.
600
12,600
-
-
Subtotal
o_..- - -
- 5%F includes--City-Adm
stration
Oosts, incpec�ion
lei-
&
154,182
—
38,818
_....__. ...__._..-
-
en ineeah---
g
g, con- ngency,
-TOTAL _.I-
e
:`
$19 3 , 0 0 0
5ASIN
0 T
1..._....-(650)
- _
L.F.
15" RCP-
1_2
$12
_
$ 7,800--
2. (300)
-----
-3.
L.F.
15" RCP
2A-2
-
----
-
(3)
Each
Manholes
--
600
1,II00
I_ - -
Subtotal
13,200 -
CiCytni-
--
�-
stration
osts, inspection
&
3,100
_ _-
-i ---
engineers g, coritingen
TOTAL
y, etq-"-
-
-�-- - -
$17,000
� i
! i
I i
6ASIN LI
�
_
I
I
1. (300)
L.F.
15" RCP I 1-2
$12
$ 3,600
I-2. (300) IL.F.
18" RCP
2-3
15
4,500
1.3• (1102)
L.F.
18" RCP
3-6*
15
16,530*
4. 7
Each
Manholes
600
4,200
(Subtotal
28 830
--
in--r des ii:y act-m}}ni-
'--------
stration hosts, inspec$ion &
7,170
engineer-,-, coningen y, et
�'
—� --
TOTAL
36,000
27
Item Estimated
Ln—i-t—
Total Cost
---
No.1 Quantity
Unit Lt
Item
System No.
rice
City -Wide Financed B,
.
....
Cost Other Mean!
BASIN
k12
1.1 400
L.F
12" RCP
^ 3A-3B
$10
$ 4,000
2.1 2
E aCI•L
Manholes
600
1,200
Subtotal5,200
---z5
e-9--Cit-y mint—
m
— --
stration
costs, inspection
inspection
1,800
---------
-
--.e nTjtn'a=
n-g —,-Ccrn-t±ngen-c
-e-
TOTAL
$7,00
$7,000
�IN 1140
f3A
1. (650)
L.F.
15" RCP
1-2
$12
$ 7,800
2. (1900)
L.F.
1811 RCP
2-4
15
28,500
3. 50
L.F.
1511 RCP
C1
12
$ 600
4. 150
L.P.
1511 RCP
C2
12
11800
5. (6).
Each
Manholes
600
3,600
Subtotal
2,40-0-,-,---
3-9,-900
Ci
_t'_Adm�.-n
stration
osts, inspec
ion &
600
10,100
TOTAL
$3,000
$50,000
BASIN
NQ Y
!-1.. -.(450)
L.F.
12" RCP
1-2
$10
$ 4,500
2. (300)
L.P.
15" RCP
2-3
12
3,600
3. (100)
L.F.
JW
18"' RCP
3-4
15
1,500
4. (3)
Ea
Manholes
600
1,800
Subtotal
11,400
-2- � inclad-e-s-Cit---
y
str-i�tion
osts, inspec
ion &
2,600
----00-n-tTff pyn- ,-y--,
--gr
TOTAL
.
$14,000
28
Total Cns_L_
Item Estimated
Unit
_ _ __
- .. .
No.Quantity
Unit
Item
System No.
rice
City -Wide Financed By
Cost Other Means
- -
BASIN
N2 Z
1100
2. _
L,F•
L.F.
12_ �3C���
12" RCP
-2
3A-3
10
_.1
6,000
_
3., 1850
- ' - ----
L.F.
—
15" RCP
—i
2-5
12
22,200
4.; 30
I L.F.
18" RCP
--
5A-5
15
--
450
---
-
5_ 50
-6.
L.F.
15" RCP
Cl
- - _I
12
600
'- 12
- — -.I—
I Eac
Manholes
_ .... ---
---
ff 600
7,200
--' - y --,I
jll—�-
Subtotal
. �inclu
strationicosts,
---- --
tl'es City A�
inspection
.
ini-
8
47,450
11,550
- -
- —
--
TOTAL
$59 , 000
BASIN
N2 Z13
1.; 600
L.F.
12" RCP
1-2
$10
$ 6,000
—
—
2., 500
L.F.
15" RCP
2-3
I 12
6,000
-
3.1 750 -
L.F.
12" RCP
- 14A-14C
10
7,500
4.1 500
L.F.
15" RCP I
14C-14D
12
6,000
5. 520
L.F.
18" :RCP
- 14D-14E--
15
7,800
- (500)
L.F.
12" RCP
14EA-14EB
10
5,000
_
7. (250)
L.F.
15" RCP
14EB-14E
12
3,000
8. 250
L.F.
27" RCP
14E-14F
23
5,750
-
-9. 511
L.F.
27" RCP
14F-14H*
23
11,753*
10.i 11
Each
Manholes
600
6,600
18
Each.
50 L.F
Culverts
lam"--RE-P---
1300
23,400
Subtotall
88,803-
-
--I_..
5 icrc
udus-Citt-y-Ad
iTrs= -
stration
costs, inspection
6
22,197
'-
TOTAL
$111,000
29
Item, Estimated
No.1 Quantity
-_�
)I
(Unit
= _._-....._
Item
^--
_ _.. _ =.. _ ......
Un it
System No. price
I
_
Total Cost
— W�
City -Wide Financed B,
Cost Other Mean:
1.! (800)
L.F.I15"
BASIN
RCP
C' ZC
1-2-7A
$12
$ 9,600
--_
2. (1100)
L.F.
21"' RCP
I7A-7
18
19,800
3.! (400)
L.F.I
12"RRCP
3A-3
10
4,000
4. (600)
_- -
L.F.
18" RCP
13-4
15
I
9,000
I 5. (550)
L.F.
24" RCP
1 4-5
�21
11,550
----- ---
6. (850)
L.F.
30" RCP
5-7
25
21,250
7. (450)
L.F.
39" RCP
1 7-8
34
15,300
8. (600)
L.F.
15" RCP
8A-8
12
7',200
9. (1200)
L.F.
42" RCP
8-10
37
44,400
10. (14)Manhol
s Ea
h
�I
600
8,400
- -
I
Subtotal
25% incluudes
stration costs,
engineers
City adm'ni-
inspection
g, contingency,
TAL
&
et
$150,500
��
37,500
$188,000
—
—----'--
`--'`--
6ASN WQ
ZD
_ _._:---
L.F.12"
RCP I
1-2
$10
—�-
$ 3,500
2, 450 I
L.F
15" RCP
2-3
12
5,400
3_ Manholes
Each
—
600
1,800
f
25%t incjludes
s_tration
City ad
costs, inspection
ins=
—
—. --
3 300
-AL
engineering,-
$ 14,000
—_--
1
30
Item Estimated
bnit
_ Total Cost. -
No.1 Quantity
jUnit
Item
System No. rice
City -Wide Financed By
.mom-�-_�s..��x�„�,-.,,
__...._�___.....s.-,-�,:•:._.-�-�--,�-�.
Cost Other Means
-- _
BASIN
N2 ZE
----'-----
----_-_-,
I-
_ _
!722
; _- -.
L.F.
21" RCP
7XA�*-
$ i 2 9
_..--3.
I
Manholes
I
14,796
25%t includes
City
.bbbbbb,._ostsL_inspademni-
tcio&
_—_4, 204
enginee
TO
contingency,
et
_
-
19,000
i
BASIN
ZF
1. 250
L.F.
21" RCP
8B-8c
4,500
2. 1050
L.F.
27" RCP
8C-8
23
24,150
-
3. 4 Manholes
Each
600
2.400
Subtotal
g 31,050
4-
25%+ includes
City admpni-
-
stration -
gs ts_,_i_n[nAr�ion
&.—
7s950
engineeri
g, contingen
y,
_
$ 39, 0 0 0
i
I
BASIN
° ZH_1
11. !(570)
•.F
15" RCP
1-2
$12
$ 6,840
—
i2. (650)
F.
18" RCP
2-3
15
9,750
—
{3. (420) 1L.F.
I12"
RCP
3A-3
10
4,200
V -
4. .(500)
.F7
18" RCP
3-4
15
7,500
i5. (700)
G.F.
18" RCP
4-5
15
10,500
6.
(7)Manholes
Each
600
4,200
t.
Subtotal
_
25%t includes
City adm'ni-
�_I_
stration
,ost�ns4..i4ll
_E�-_
11L010 -
-_..--.----..........
engineeri
g, contingency,
et
$ 54,000
TO
AL
31
Item Estimated
No.1 Quantity
1. (450)
- .-..- t----
2. I (700)
3. (555 —
0)
Unit
L.F.
L.F.
L.F.
-
Item
BASIN f42
12" RCP
15" RCP
_
12 RCP
System No.
ZH-2
1_2—�
2-3 -�
2A-2-
Unit
rice
$ 10
12
10
-- Total
City -Wide
Cost
$ 4,500
8 f 400
- —
F.500
5 500
'
Co --- . __. --.._st _
-
Financed By
Other Means
- - -
— ---- -
i
4, (4)Manholes]achl
600
-
2.400
-- - --
_
Subtotal
r—
$ 20,800
- -
_ _
25$ incl
stration
des City admni-
Dosts, inspection &
5,200
engineering,
conting nene cyet—
---
BASIN 1`�1°
ZH-3
1. (550)
L.F.
12" RCP
1-2
$10
$ 5,500
0
2. (550)
L.F.
18" RCP
- 2-3
15
8,250
----
3. (600)
L.F.
12" RCP
3A-3�
10
6,000
— -
4 (700)
L.F.,24"
RCP
3-4-5
21
14,700
5. (5)
Eac
Manholes
600
3,000'
-
2tx tion (costs,
i
U
inspe
_
tion
3 7,450
9,550
i--
engineering,
coninge
TOTAL
cy, etc.
$47,000
�- -
I�
BASIN
2 ZJ
-
1. 950
L.F.
15" RCP
1A-B-1
$12
$ 11,400
2. 300
L.F.
12" RCP
1BA-lB
10
3,000
3. 1200
L.F.
18" RCP
1-3
15
18,000
4. 350
L.F.
12" RCP
7A-7B
10
3,500
5. 450
L.F.
15" RCP
—
7B-7C
12
---- ----
5,400
- ._._ _...... .....
32
Total
______.___
Cost I
--- .-
Item Estimated
nit
__
No.1 Quantity
Unit
Item
System No. rice
City -Wide
Financed Byj
I
Cost
Other mean
BASIN
zi (Conf,a)
6. 300
L.F.
1811 RCP
7C -7D $15
4,500
7. (530)
L.F
27" RCP
8-10*
23
12,190*
B. (378)
L.F.1
15" RCP
11A-11B*
12
4 , 5 3 6
1_
9. (666)
I_-
1 L.F
18" RCP
11B-11*
15
9,990*
10. 00)
L.F.
15" RCP
13A-13B
12
3,600
11. (300)
L.F.
18" RCP
- 3,C
15
4,500
12. (400)
L.F.
1211 RCP
13CA-13C
10
4,000
�13. (350)
L.F.
24"
13C-13D
21
7,350
14. (350)
L.F.
27" RCP
13 13
23
8,050
15. (550)
L.F.
12" RCP
14A-14B
1 10
5,500
�16. (200)
L.F.
15" RCP
14B-14
12
2,400
17. (27)
Each
Manholes)
600
16,200
Subtotal
j
124,116
b%+ incJ
strEtion
costs, inspecjtion
31,884
engineer!
. , con ingency—,etu;-------
TOTAL
$1561000'
BASINS ZK
1. 960 IL.F.
15" RCP 1A-1
$12
$ 11,520
2. 3
Each
Manholes
600
1,800
Subtotal)
13,320
rc1udes--C±ty
I:rfT—
stratton
costs, inspection
3,680
TOTAL
$17,000
33
Total Cost
ItemEstimated
Unit
_
No.l Quantity
Unit
Item
System No.
rice
City -Wide Financed B.
Cost Other Mean,,
BASIN
° ZL
-1. �(570)
L.F.
12" RCP
4A-4B
$10
$ 5,700�
2. �- (950)
L.F.
21" RCP_J
4B-4
18
17,100
3. I (4)
Each
Manholes
—
600
2,400
_---
--
Subtotall
25,200
Z5%fih�c {daes
City` arc'
ini-
_�_
stration
costs, inspection
&
6 , 800
--- gi e —•
engineer
-- _ —_.---�-----
ng, contingetcy,
etc.
--
TOTAL
$ 3 2 , 0 0 0
BASIN �2
ZM
-_____----_-
1. (400)
L.F.
12" RCP
1-2
$10
$ 4,000
~(500)
2.
L.F.
18" RCP
2-3
15
7,500
3_ 360
Z.F.
18" RCP
7-8*
15
5,400*
4. 4
Each
Manholes
600
2,400
Subtotal
19,300
---_.---..__—
--FF-inc
stration1costs,
inspection
8
4,700
engineering,
continger�cy,
e
�: "-`--"—"
`--- -
TOTAL
$24,000
.......-...
BASIN N°
ZN
1. (1200)
L.F.
12" RCP
1-2
$10
12,000
2. 1360
L.F.
2.1" RCP
2-5
18
24,480
3. 530
L.F.
18" RCP
5A-5
15
7,950
4. 300
L.F.
24" RCP
5-6
21
6,300
5. 9
Each
Manholes
600
5,400
Subtotall
56,130
I
stration
costs, inspection
14,870
---- - -
n-q; con-L-�.
TOTAL
,
�--------
$71,000
---- _.
34
Item I Estimated
No.1 Quantity
Unit
Item
System No.
rice
Total Cost
City -Wide
Cost
------- - ----
Financed B
Other M ean:
1. r (400)
~
L.P.
BASIN
12" RCP
NQ Z(D
1-2
$10
$ 4,000
2. 1 (60)
L.F.
1811 RCP
2-3
15
900
3. I (2)
Each
Manholes
600
1,200
------
Subtotal
—i § * -86 includes --
strzition_q2§.tq,&__jLiqp�g
- _'Z! j_L=j a -(TM
_n —j--
6,100
i
�tion
1,900
engineering,
continge
TOTAL
cy, etc.
------
_8f_000
BASIN
N2 ZP
1. 1730
L.F..
1211 RCP
1-5 4A-4
$10
17,300
2. 6
Each
Manholes
600
3,600
Subtotal
—+i
20,900
5 '-. n c I
striition
uses- City
costs, ins
ini-
tion s
5 f 10 0
engineering,
continge
--TOTAL
etc.
$26,000
1. Creek Crossing
at McClel
an & Stevens
]reek
103,000
2. Creek Cro�sing
at Steven s:
Istevens
Creek Blvd.
re�57�
500,000
35
VII. Review of Pee Structures
The existing storm drainage fee policy was established
in accordance with the 1961 Master Plan. As the Master
Plan is being .revised, it is also necessary that the
fee structure be modified to reflect these changes.
Inasmuch as the burden of the cost of the storm
drainage system should be borne in direct relation --
ship to the benefit derived from the storm drainage
facility, a method which encompasses this benefit
concept must be incorporated.. The principle factors
which effect the benefit concept are the percentage
of storm runoff discharged (Q) and -the areas (A)
affecting the capacity of the system. The following
computations express the mathematical relationship
of the benefit area:
Xi, (% of benefit area) , _ {pp x Al QI
n
i ={
where:
i = sequence number.
n = 6, total number of benefit areas
Ai = area of the respective land use benefit
Qi = weighted benefit factor in relation to
the percentage of storm discharged.
36
Sequence,
No.
Land Use
hi, acres
Qi
xi
% of
benefit
Cost
1.
Low density resi.-
19T Units
$187,150
dential (< 1DU/Ac)
Xis
2.
Single Family
681
0.40
33.5% 876,695
3.
Multiple Family
Uses
124
0.55
8.4% 219,828
4.
Commercial and
Industrial
374
_.__.....__-.__.._.
0.75
--- _--__.._
34.6% 905,482
5.
Public Educational
Use
96
0.30
3.5% 91,595
6.
Public Uses, Parks,
O.P., Golf Courses
142
.15
2.6% 68,042
Existing Fund
1. Low Density Residential Uses
$2,348,792
268,208
$2,617,000
Low density single family use is defined as having
one dwelling unit per lot with density not to exceed
one (1) dwelling unit per gross acre. The principle
basis of the derivation of the following computation
is based on the benefit derived from the storm drainage
system.
Regardless of whether: the land is improved or not,
there is a certain amount of storm runoff. However,
if the area is developed in such a manner that the
density becomes greater., then there will be some
proportional increase in the storm runoff.
Total developable area = 565 acres
Total cost to be spread for low density uses
* Revised by City of Cupertino, March 18, 1977
_ $455,358.
37
USE TYPE POSSIBILITY
r
Percentage
Use type
General
of Benefit
per
Physical
Area
Estimated
by Ratio
Dwelling
Description
" -- -- —
Dwelling
of Dwelling
Cc
Unit
(Slope)
% Acres
Units
Units
Cost
Ac
1-2 Acres
10%
(44%) 248
160
63.5%
$289,152
$1,1
2-5 Acres
10%
(30%) 170
70
27.8%
126,590
7
5 Acres
20%
(26%) 147
22
8.7%
39,616
2
Therefore, costs per acre for low density uses are
as follows:
1. First two acres per dwelling unit . . . .$1,170/Ac.
2. Next three acres per dwelling unit,
an additional . . . . . . . . . . . . . . 750/Ac.
3. Over five acres of development per
dwelling unit, with maximum chargeable
gross acreage of 7.5 Acres, an additional 270/Ac.
2. Single Family Residential Uses
Single family residential as used herein in this
report is defined as having one dwelling unit per
lot with density not to exceed 5.2 dwelling units
per gross acre
st/
re
65.94
44.65
69.50
Total developable area = 681 Acres
Total cost to be spread = $876,695
Cost per gross acreage of development = $876,695 = $1,290
681
Minimum size R-1 lot of 7,500 square feet obtains
maximum lot yield of 5.2 lots per acre. Therefore,
converted, the per minimum lot deposit requirement
would be:
$1,290/5.2 = $250/lot
38
3. Multiple Family Residential Uses
Multiple Family residential uses consist of all other
residential dwelling uses to include planned develop-
ments, townhouses, and condominiums with a density
in excess of 5.2 dwelling units per gross acre.
Total developable area = 124 Acres
Total cost to be spread = $219,828
Cost per gross acre development = $219,828/124 1�4
$1,770, based on an average development of 12
dwelling units per gross acre. However, percentage
of lot coverage increases at the approximate rate
of 5% per each additional living unit. Therefore,
the following formula should be used in adjustment
to the various number of units developed in this
category:
A. Multiple family uses - $1,770 based on 12 units/
Acre
B. Single family uses - $1,290 based on 5.2 units
(max./ac)
C. Therefore, increase in benefit is determined
by the cost dif.f.erence of 54 /Ac. and based
on the difference of 6.8 units/Ac.
D. Increased cost benefit-$480/6.8 = $70.58 or
say $70.00 per dwelling unit.
E. Fee = $1,290 (A) + (U-5.2 X A) $70 or
$926 (A) + $70_.00 (U)
Where A = gross area in acres
U = total number of dwelling units, maximupl
chargeable dwelling units of twenty (20)
per acre.
4. Commercial and Industrial. Uses
Total developable area = 374 Acres
Cost to be spread = $905,482
Cost per gross acreage of development =
$905,482/374'= $2,420
39
5. Public Educational Use
Total unpaid fee area = 96 Acres
Cost to be spread = $91,595
Cost per acre = $91,595/96 $950
6. Public Uses, Including Parks and Recreational iJses
Total unpaid fee area = 142 Acres
Total cost to be spread = $68,042
Cost per acre = $68,042/142 $480
m
VIII. Conclusions and Recommendations
1. Based on previous cost estimates, it is recommended
that the City of Cupertino adopt the Revised Master
Storm Drainage Plan and fee structures as follows:
TABLE V
RECOMMENDED FEE STRUCTURES
Type of Land Use
Recommended
1961 Master
Revised Fee
Plan Fee
1. Low density Residential Use
$950.00/Unit
( < 1 DU/Ac )
max:---1ti-�st-� Aeee
113-8 t7
r1�/Z�e*
None
Established
.---NFe,)Et- 3--Ae ems/
T r7 7 it a oriel
bliax0--8aa#.
��-'Z5A,l.A.a
-e•:--Elvr�r- 5--1�e�es�
.A.dr3i.t�..aaial
Bwe�li F}-4144 t
2. Single Family Residential
Uses (< 5.2 DU/Ac)
$1,290/Ac
$780 Ac.
$926 (Ac) +
3. Multiple Family Uses
$782(Ac) +
(>., 5.2 DU/Ac)
$70 (U)
$15(iJ)
4. Commercial & Industrial
Uses
$2,420/Ac.
$1,100/Ac.
5. Public Educational Uses
$950/Ac.
None
Established
6. Public Facility Uses
(Parks, Golf. Courses, etc.)
$480/Ac.
Ac = Gross Acreage
* = Total number of dwelling units, maximum chargeable dwelling
units of twenty (20) per acre.
Revised by the City of Cupertino, March 18, 1977
41
The Revised Master Plan will enable the City of Cuper-
tino to:
1. Establish sizes for storm drainage system for the
City of Cupertino. It is further recommended for
minimal maintenance system that the City adopt a
minimum lateral pipe size of 12-inches within all
public right of: way, with the exception of the
following:
(Minimum main pipe size of 15 inches)
2. Install the remaining storm drainage system in
the City in general compliance with 'the Master
Plan when the area develops and/or the need arises.
3. Upgrade existing drainage system by the construction
of a parallel system.
4. Establish revised :Fee structure in compliance
with Section 11543.5 of the Business and Profes-
sional Code of the State of California.
2. Cost of system to be financed by other means involves
majority of the drainage systems in the developed
portion of unincorporated territory of the County of
Santa Clara and construction of a bridge at Stevens
Creek and McClellan Road and Stevens Creek Boulevard
totaling $991,000. See Table IV, pages 17 and 18
of the report, for cost breakdown. These costs are
not included in the portion of the collectable fee
area as discussed previously in Section VI of the
report. Therefore, these costs must be financed
by other means, to include:
A. Construction in County area once annexed can be
financed by the method of:
1. Special assessment district.
2. General fund with assisted grant program, etc.
3. or, Improvements can be brought up to the
City Standards before acceptance by the City.
B. Bridge construction can be financed by several
methods, to include:
1. Use of gas -tax funds.
42
2. Special district formation under Section 11,547
of the Business and Professional Code.
3. Federal aids program, County assisted or other
aids program.
3. Credits and Reimbursement Rate
The current- reimbursement policy for storm drains is
that the City will reimburse for onsite and offsite
improvements as follows:
_ On -Site: For those facilities shown on the Master
Plan, the difference between the costs
of the Master Plan line and that line
necessary for development.
Off -Site: The cost of the Master Plan construction
If this method of reimbursement is to continue to be used,
it is recommended that the unit cost shown in Table III,
Page 15, of this Report be adopted as the reimbursement
rate.
4. Fee Structure Review
In order to complete the parallel system as planned
and to finance the construction by City drainage fee
collection, it is .important that the fees collected
reflect the current construction cost. Therefore,
it is recommended that the fee rates be reviewed
at regular intervals to update for the inflationary
factor.
43
TABLE VI
5. Results of three-year storm analysis
Maximum theoretical
System
System New Drainage
Basin No.
head in .feet
Adequate
Inadequate
S stem
A
13.2
x
B-1
9.0
X
B--2
151.5
X
B-3
0.0
x
G.__._....
0.. 4 __ ..... _
X_.....
D
130.1
X
E
1.7
x
F-1
0
x
F-2 .
0
_
X
G
10.4
x
H
2.8
x
I
936.4
x
J
10.0
X
K
0
x
L
15.7
X
M
0.6
x
N
0
x
O
0
x
p
0
X
Q
31.7,
X-
R
8.9
x
S
166.4
_
X .
T
2.1
X
U
17.6
X
V
2.G
x
W
21.4
X
X
0
x
Y
0
X
Z
0
x
ZA
0
X
_
ZB
29.4
x
ZC
0
x
ZD
0
X
ZE
10.0
X
ZP
2.8
x
ZG
0
x
ZH-1.
. _ _ ._ .. 0
x
ZH-2
0
X
ZH-3
0
x
ZI
0
X
44
TABLE VI (Cont 'd)
Maximum theoretical System
"System -New
Drainage
Basin No.
head in feet "Adequate
Inadequate
S s� tem
Z,7
123.1
X
Zx
0 x
Z I,
0 X
ZM
13.2
X. -
zN
0
X
ZO
0
.
X
ZP
0
X
Total Basins Analyzed: 46
17 Basins 13 Basins 16 Basins
Note: Maximum allowable theoretical head used .for adequate
system is 10 feet.
TABLE VII
6. Parallel System Priority List
It is recommended that the following list be used as
a guide in establishing priority for the construction
of the parallel system:
No. Basin No
1.
I
2.
L
3.
ZB
4.
D
5.
6.
7.
8.
9.
10.
11.
12.
System
Remarks
7--15
Construct when System
1-7 is completed
13-16
Construct when System
Upstream is completed
14F-14H
Construct when System
14A - 14F is completed
6D--6
Construct when System
6A - 6D is completed
B-2. 23D-30
A 16-19
L 4-8
S 17-30, 17D-17
Z,7 11A-11B, 8-10
I 21D-21
5-7
All others when funds become available.
46
APPENDIX
I. Resolution No. 3342 "Agreement"
II. Resolution No. 633 "Storm Drainage Fee Policy"
III. Three-year Computer. Analysis
IV. Ten-year Computer Analysis
V. Exhibit "A" - "Revised Master Plan"
RESOLUTION NO. 3342
A RESOLUTION OP THE, CITY COUNCIL OF THE CITY OF CUPERTINO AUT11ORI7,ING
EXECUTION OF AN AGREEMENT BE' 1E,1"N THE CITY AND IiAP.K TEJOaAS & COMPANY,
FOR CONSULTING ENGINEERING, FASTER STORM DRAIN STUDY
WHEREAS, an agreement has been prepared calling for the retention
of Mark Thomas & Company, as consulting eng,:ineer to perform a master
storm drain study in accordance with the terms as set fo'rtil ill the Agree-
mon.t, and the provisions of said Agreement having been reviewed and ap-
proved by the Director of Public Works and the City Attorney;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Cupertino that the Mayor and the City Clerk are hereby authorized to
execute the Agreement herein referred to in behalf of the City of Cuper-
tino. '
PASSED AND ADOPTED at a. regular meeting of the City Council of t'ne
City of Cupertino this i Ri.hAday of r.nNi ^ b�,, 1972, by the follow-
ing vote:
AYES: Councilmen - Irwin, Jackson, Meyers, Sparks, Frolich
NOES; Councilmen - None
ABSENT Councilman - None
ATTEST:
..L&,—Wm,_Gt_-AYafx - —
City Clerk
THIS IS TO CERTIFY THAT THE WITHIN
INS1"RUIVIENT ISATRUE AND CORRECTCOP',
OF THE ORIGINAL. ON FILE IN THIS OFFICE.
ATTEST `�-*" t: /=`�� �L� Iv �%
CITY CLERK ,OFTHE
/CITY ❑F`CUPERTINO /
ay
i..:. .. •+1-:-�G- CITY ERK
APPROVED;
Mayor, City of Cupertino
11.13SOLUVION 1,10. 633
A RESOLUTION OF 7.IM CITY (.OUNCID Or THE'
CITY OD' C;UYI:PTIVO AUUPT.ILQG CIT'S' OF CUPlisRT11,10
8TO1M. D1'!%). AGr 17T12 POLICY
vMFRC'AS, the City Council of the city'of Cupertino has ap-
proved the Storm Dlraitaage l''ce 1?ol4Cy, as ;yet forth in the po.li.cle
i
statoment enti.tler,'z "City o."r' Storm Dra.i.nagc Fee Policy" ,
&-.Ited Duly 5, 1.962 (97,500) ,%vod mj-1d(a a. patrt he'roof by zeferi'-nncc'
2MW, THLRL CRB, DE IT RB,t3OL AILM, 1.ay i.1,.'x9 City Council o3. C;i s;y
of Cupertino that the said storm Drainage L-ce policy is hereby
,adopted as the. Ci'Ly of Cupertino Storm Drainage 10cc:'Poli.cy, and
all, moolutiorm or parts of r•es(:)lution„ in, Conflict herewith arc
he"-Gby expressly r esci.aded..
1?ASS13D AItl17 A1: C)i?'y'I;)) "a.111ti 3 l `4" day o.f•
`T..
1.962,y by the following,\vot:ea
AYES. - Couklciimran •• •� .1 r i(:..` � � (. '... :'_�.,�••. � 1��....+,. , \�:). �:. .` .�.
nOIi;S: Councilman
ABSENT. Councilman 1; "' e°-k`"
APPROVED..
Palayor
��TTrssT
W.._ city .Cierl; �_ �_
a
STO ti l7J111NAGE
_ __ _ 97,500
r'ar scl' July 5, 1962
)., Fees will. be ;basically Wed,= gross ac.reag3:
a.. Single Family Residential. $7OO /Gr.Ac.
b. Mult.i.ple, Family Residential 9n � /Gr.T,rr. rrl)
i
c. Convrce�.rc:�al & InAustrial 1.,160 /Gr.Ac.
The Marc '1bomas "M1,STi R S.TORM DRAINAG)3 P 111:J AND COST STUD'V
(dated March 27, 1961), adopted by city Ordinance 47 ()79-
va.sed 12/4/61), Fees of $150 per. .R--1 Ut and $200 per R-2
Lot •4 $15 per sawriaesr of Units, exceedingexceeding 2 *1)should be
interpreted as examples only, for minimum size lots.
Note: 1) Misltlple Family Residential Developments cornplrte.,
Fee = 920A + W"2x4 SA) x 1.5 -
702A. I 15'c:f A = Gross hcres
�� U = Nwliber oS Units
2. Storm Drains Master. Plan Re1.rci,ourse ;ie.lac;
Olt SI'.Cr_s Difference between the coats of master plan
line and lines neccassary for development
drainage.
.
OF FUTi e Master Mars Construction Costs.
3. Developer con.,tructs drainage s acili_tics to the nearest down-
stream manhole or outfall outs id'e- aeve l,op:pent frontage.
4. Developers credit will be the re:iabu.rsable sum Linder 2, less
drainage :seem paid by 'bim.
5. Developers crodi.t; will not, be rVanlsursed b7 City of Cupertino
engineering or outer fees paid by the Oeveloper.
6. Developers credit will be reimbursed to him by later drainage
fees in correopondi.ng zor..e. (No :interest is paid on credit) .
7. 80 •percent of paid drainagr: feats will be appr.opzi.-:iLea between
creditors., 20 percent of drainage fees will be d6posited
into a GenerAl Drainage Fund.
8. Genera.l Drainaa, Fond moneys will he used upon: City rv,anc,gcr.'s
judgment and City Counc..il's consent on ,:;term Drain Constsruckion.
9. Repayment flow chart: and records for each d ainage zone will
be kept in the City ingineers Office.
APPENDIX III
3-year Computer Analysis
i
I '
H SUR TI-1CO Etc'AL .W�AO IN FEET.,....
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ow � .
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rXIiIBIT "A"
Revised Master Plan
Sheet 2 of 3
97,500..1
EXHIBIT "A"
Revised Master Plan
Sheet 3 of 3