P 11677 - SEWER SEWER CONNECTION PERMIT t
..e _ SERIAL NO.
CUPERTINO SANITARY DISTRICT
- ' 20065 Stevens Creek Blvd.
LID No.............Parcel No............. Room 204 (408) 253-7071 P 11677
7 Cupertino, Ca., 95014
Tract No..�L.� ....Lot No............. II
A.P.N. Bk----........ Pg.-------....Par-----....... Date-----" •r........L........................... 192: 7
The undersigned, being the owner (or owner's agent) rof the property located at..................................................
/, r o{ P D t' , (�'fO r-A { e f•
................................................. ."..................................................................................................................................................,
consisting of the following TYPE OF BUILDING:
Residential: Single family -------- Multiple ..X... No.Units-%.....
Commercial -------- Industrial -------- Other ...................................... No. Units............
does hereby request a permit to connect to the sewer system of the Cupertino Sanitary District.
In consideration of the granting of this permit, the undersigned agrees:
1) To comply with all existing regulations and Ordinances of Cupertino Sanitary District and all future
regulations and Ordinances which may be adopted.
2) To maintain the house lateral, that portion of the side sewer within private property, and to provide
access to the lateral sewer through a cleanout raised to grade at the property line or at the limits of
any existing District easement.
9 � �
3) To acquire a permit from the ......-------------------------------------1---------------------------------------------------------- Building Depart-
ment and obtain inspection of and approval by said Building Department prior to covering of the work
or use of the sewer. Note: End of street lateral sewer must be exposed first
before starting construction of house lateral. ry�11
Property Owner's Name�4.'.r"'.�... „� r A , n
In the event this sewer connec- .. ................... .................."",r,
tion is not installed and the permit Mailing address if 11p �, '.MF J`N x'ej' 1
different from above ...,c•. . ....f.2<........L....................-------.....--
VOIDED, the fees receipted below """�"".
shall be forfeited and a subsequent Telephone .. -5.......�F'_...5�.. .._........_...................
permit required. -)
F
By ........... s-�
FEES: r,r
Connection Permit Fee $ / 7 r
� `' �.
Sewer Service charges to June 30, 19Q�:.. ($...... ... ..../mo. x...S.mo.)
.............................. �r
Inspection Fee for backflow protection device
...............Additional Dwelling Units at $......................../ea. (Zone No.........)
,
TOTAL $..!!5 �
...................
Receipt of .. .... acknowledged and permit granted.
{• MARK THOMAS & CO. INC.
N 01'E: District Manager_Engineer
NO physical connection of the house sewer
ro the lateral sewer shall be made until writ-
. ten permission is received from the District. By �/ --
p 7�:. ,rf.' _.� .X.. } if'"- '•dr 'y ;y �v ,r:1:+ . fi,? 7
THE'RESIDENTIAL OMEGAT" SPRINKLER COLLECTION
[a14 Dramatically Beautiful—Elegant l y,Sub t1 , -
Centrals Residential Omega Sprinkler is the successful culmination of years of careful thought, engineering research and,
development,and extensive testing. It 1s the most dramatic sprinkler advance in over half a century and Is the forerunner of
the entire Omega Sprinkler Collection
The'Residential Omega'sprinkler, available'in:both pendent,and horizontal sidewall design is at least five times fastei;n
operation thap standard 'commercial sprinklers. The Residential Omega sprinkler is U.L. listed in accordance with",
N.F.P.A. 13-D, "Sprinkler Systems—One and Two Family Dwellings, 1980."'
!.TheseSprinklers have been designed to accommodate the water pressures normally found in residential areas.=The semi
'recessed'design of the Residential Omega blends beautifully into the most discriminating homeowner's decor;with minimal' ,
Potential for.physical damage.
Standard finishes available are polished chrome,polished brass,and natural brass. In addition,the escutcheon plates can be
„plated or painted.to'your'specifications. 1
- Y Sri
RESIDENTIAL PENDENT-MODEL R 1
� :•:
'K" FACTOR: 3.85 • NOMINAL ORIFICE SIZE: 3/8' • THREAD SIZE:'11rNPT:
TEMPERATURE RATINGS: 135°, 145°; 160°F (57°, 63°, 71°L) '• APPROVALS'U.L listedixr ;
N.F.P.A. 13-D, "Sprinkler Systerns-One and Two Family Dwellings" (1980). See Chapier 4,_"System
Design"special sprinkler listing reference in Paragraph 4-1.6. • SERVICE RATING: 175 Avi.:-
MAXIMUM MAXIMUM REQUIRED SPRINKLER DESIGN AREA AND
'LOCATION FROM SPACP'G BETWEEN DISCHARGE-PRESSURE REQUIREMENTS
ANY WALL-(F_'t�-_-.M-RINNQEIt4(ETI � ONE SPRINKLER Tn'QOBIMSR&�PRLNKLERS- ,[t
1 ( 6 12 I8GPM.2I.9PSI 13GPME° 11.4 PSI Each
ch v
i - '-18 GP - .9 P I FiFa 11,19.7'PSI'E3ea—'
8 16 "24 GPM-38.9 PSI I7 GPM Each-19 3 PSI Each -
RESIDENTIAL PENDENT=MODEL C I
F
"K' FACTOR: 5.32'• NOMINAL ORIFICE SIZE: 1/2" • THREAD SIZE-..1/2' N.P.T. .• � ,, ".: ;
• f - TEMPERATURE RATINGS: 1354, 145°, 160°F (57°, 63°,_71°C) APPROVALS: U L listed'per m a
).'N.F.P.A. 13-D • SERVICE RATING: 175 p.s.i,
MAXIMUM MAXIMUM REQUIRED SPRINKLER DESIGN AREA AND
LOCATION FROMSPACING BETWEEN DISCHARGE-PRESSURE REQUIREMENTS
ANY WALL(Fr) SPRINKLERS(FT) ONESPRINKLEll TW'OORMORE SPRIRKLFRs'; `=�. ',•.;,
12 25 GPM-22;1 PSI rx Ig GPM Exch-11.4 PSI EzA-
6 {
7 - 14 30GPM.31.8 PSI; -'21 GPM Each 13.6 PSI Each;
RESIDENTIAL EXTENDED:COVERAGE
=, c '' — DEL EC 20r yr
. 'PENDENT, .MO ,.`x, ....
,
"K" FACTOR: '5.32 • NOMINAL ORIFICE SIZE: 1/2".'-'THREAD SIZE:'1/2 N.P.T. •
TEMPERATURE RATINGS: 1450, 160°F (63•, 71-Q • APPROVALS: U',L.,listed_per N.F.P.Ae r
13-D •SERVICE RATING: 175 p.s.i. - -' - -sw.
MAXIMUM - MAXIMUM - REQUIRED SPRINKLER UESIGN,AREA ANU LOCATION FROM SPACING BE WEEN' 'DISCHARGE-PRESSURE REQUIREMENTSrANY WALL OF) SPRINKLERS(FT) � ONESPRINKLERWOORMORE SPRINKLERS j 14 2J GPM 18."PSI 16.0 GPM Eec&9 1 PSI Each' ,
16 260GPM239PSI ;:IP.OGPM Each-11.5 PSI Each. <Y 6 r a
32.5 GPM-37.3 PSI l ",'22.3 GPM Each-17.9 PSI Each r]e ;
r —
RESIDENTIAL,HORIZONTAL SIDEW
ALL',-MODEL HEC:12�17
r•�r k s•. "K' FACTOR: 3.56 • NOMINAL ORIFICE SIZE: 1/2" • THREAD SIZE--1/2" N.P.T�
r TEMPERATURE RATINGS: 1450, 160-F (63°. 71°C) APPROVALS U L. luted per N.F.P.A� }I
.13'-D •SERVICE RATING: 175 p.s.i. -
G
MAXIMUM
DEFLECTOR MAXIMUM MAXIMUM MAXIMUM DISTANCE REQUIRED SPRINKLER DESIGN AREA r( 1
DISTANCE WIDTH LENGTH FROMADJACENT-^ AND DISCHARGE- •' '
. FROM . (Fri - Wn WALL(FT) ;PRESSUREREQUIREAMENTS
CEILING ONE .TW'O OR MORE
r SPRINKLER 'SPRNKLERS r
12 '. 12 6 27GPM-236PSI 7.-a,19GPM117 PSI"- Jc', it a•
4"b" 14 l4 7 311 GPM-29 1 PSI' ,"'21 GPM-14.3 PSI r
rMtitI 1 1W I, xr l
_;
8x !'. t _i��" -•fS'� �i` '{ r
TOWN CENTER CONDOMINIUMS ( 1270A) PT 49. 9833
ePIPE GPM FLOW SIZE LENGTH LOSS/FT PSI LOSS
1 K 3.850 PT 11 . 40
OT 13 . 0 1 .049 8.5 0. 0586 PF 0.50
K0= 3. 768 PT 11 . 90
2 K 3 . 768 PT 11 . 90
OT 13. 0 1 .049 13 . 0 0 . 0586 PF 0. 76
3 O 13. 4 K 3 . 768 PT 1: .66
OT 26.4 1 .049 21 . 0. 0 . 21.76 FF 4. 57
tiPT 17 .23
OT 26.4 1 .049 19.0 0 .2176 PF 4 . 13
PT 21 .37
QT 26. 4 2.067 83.5 0 .0080 PF 0. 67
6
f-''i 22 .0:.3
QT 26 . 4 2.067 122.0 0 . 0080 PE 11 . 18PF 0 . 98
UNDERGROUND
26 PT 38 . 19
OT 26.4 2.067 40. 0 0. 0060 PF 0. 24
TOTAL PRESSURE REQUIRED AT PUBLIC WATER MAIN PT 38. 43
58. 9764 PSI AVAILABLE AT PUBLIC WATER MAIN WITH 26 . 4082 GPM FLOWING
•WATER INFORMATION FROM CENTRAL FIRE PROTECTION DISTRICT
59 PSI STATIC, 41 PSI RESIDUAL , 954 GPM FLOW
7 K 3.880
I='7 11 . 40
QT 13. 0 1 .049 6.5 0 . 0586 PF 0. 38
K2= 3 . 787 PT 1.1 . 78
8 K 3. 787 PT 11 . 78
OT 13.0 1 .049 17.0 0 . 0586 PF 1 .00
9 Q 13. 5 K 3. 787 PT 12. 78
OT 26.5 1 .049 15.5 0. 2196 PF 3.40
10 PT 16. 18
QT 26 . 5 1 .380 6'2.5 0 . 0578 PF 3 . 61
li PT 19. 79
QT 26 . 5 2. 067 44 .0 0. 0081 FF 0 . 36
12 PT 20. 1.5
PE 12 . 47
OT 26 .5 2.067 122 . 0 0.0081 PF 0.98
UNDERGROUND
26 PT 37.60
QT 26.5 2,067 40.0 0 : 0061. FF 0. 24
TOTAL PRESSURE REQUIRED AT PUBLIC WATER MAIN PT 37 . 84
•
58. 9762 PSI AVAILABLE AT PUBLIC WATER MAIN WITH 26 . 537 GPM FLOWING
WATER INFORMATION FROM CENTRAL FIRE PROTECTION DISTRICT
59 PSI STATIC, 41 FSI RESIDUAL , 954 GPM FLOW
F
'TOWN CENTER CONDOMINIUMS 0 2700) FT 37 . 8442
• F'IF'E GPM FLOW SIZE LENGTH LUSS/FT PSI LOSS
13 K 5.600 PT 11 . 40
OT 18 . 9 1 .049 6 .0 0 . 1173 PF 0. 70
K4= 5.435 PT 12. 10
14 K 5.435 PT 12 . 10
OT 18.9 1 .049 12 .0 0 . 1173 PF 1 . 41
15 O 20.0 K 5 . 435 PT 13 . 51
GT 38 . 9 1 .380 11 .5 0 . 1171 PF 1 . 35
K5= 10.088 PT 14 . 86
16 PT 12 . 10
OT 0.0 1 .049 7.5 0 .0000 PF 0. 00
17 0 18 . 9 K 5.435 PT 12 . 10
OT 18. 9 1 . 380 6.5 0. 0308 PF 0.20
18 0 19 . 1 K 5.435 PT 12.30
OT 38. 0 1 .610 11 .5 0 .0529 PF 0. 61
19 O 36 .2 K 10.088 FT 12 .91
OT 74 . 2 2.067 11 .0 0.0541 PF 0. 60
K6== 20. 195 PT 13 .51
• 20 PT 12 . 10
OT 0 .0 1 .049 15 .5 0 .0000 PF 0 .00
21 0 18. 9 K 5.435 PT 12. 1.0
OT 18 .9 1 .380 6 .5 0 .0308 PF 0 . 20
22 O 19. 1 K 5. 435 PT 12. 30
OT 38 .0 1 .610 13.0 0 .0529 PF 0 .69
23 O 36. 4 K 10.088 PT 12. 99
OT 74 . 3 2 .067 11 .0 0.0543 PF 0 .60
K7= 20. 164 PT 13. 59
24 K 20. 195 PT 13 .51
OT 74 .2 2.067 11 .5 0 .0541 PF 0. 62
25 O 75.8 K 20. 164 PT 10 . 13
OT 150.0 2.067 130.0 0. 1990 PF 25 . 87
UNDERGROUND
26 F'7 44 . 00
OT 150 . 0 2.067 40.0 0 . 1496 PF 5.98
TOTAL PRESSURE REQUIRED AT PUBLIC WATER MAIN PT 49 .98
58 . 4125 PSI AVAILABLE AT PUBLIC WATER MAIN WITH 150 .021 GPM FLOWING
WATER INFORMATION FROM CENTRAL FIRE PROTECTION DISTRICT
59 PSI STATIC . 41 PSI RESIDUAL, 954 GPM FLOW
•