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GENERAL NOTES SEW
ER AND
WATER PLAN -� � Q z COMMUNITY
CO ° Q PSYCHIATRIC
1. Z ¢ CENTER
A CONSTRUCTION, EXCAVATION, OR ENCROACHMENT PERMIT FROM THE
DIRECTOR OF PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK IN THE QUAIL GARDENS '
CITY RIGHT-OF-WAY. WILLIAM ACCESS ROAD
2. , o ,
THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL 0 ENC WAY
S
UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE PROPOSED WORK OR
SHALL BE GIVEN TO THE FOLLOWING AGENCIES:
SAN DIEGO GAS & ELECTRIC 1-800-422-4133 1
PACIFIC TELEPHONE 1 0
CAN: CABLEVISION 1
0
SEWER: ENCINITAS SANITARY DIST. » >.
WATER: SAN DIEGUITO WATER DIST. >• „ .Z ` Q
3. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP,
REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING SHEET INDEX
EQUIPMENT, CONSTRUCTION EQUIPMEN ' AND ANY OTHER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 a.m. AND 6:00 p.m. SHT. NO. VICINITY MAP
EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON ME PREMISES ON SUNDAYS OR HOLIDAYS. 1 Title Sheet N.T.S.
4. NOTWITHSTANDING THE MINIMUM STAr,; ARDS SET FORTH IN THE GRADING ORDINANCE 2 Sewer and water plan 3 Sewer and
water profiles
AND NOTWITHSTANDING THE APPROVA, OF THESE GRADING PLANS, THE PERMITTEE p s
IS RESPONSIBLE FOR THE PREVENTIOt. OF DAMAGE TO THE ADJACENT PROPERTY.
NO PERSON SHALL EXCAVATE ON LAt4D SO CLOSE TO THE PROPERTY LINE AS TO
ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION OF ANY
SEWAGE DISPOSAL SYSTEM OR ANY ("'HER PUBLIC OR PRIVATE PROPERTY WITHOUT
SUPPORTING AND PROTECTING SJCH -'ROPERTY FROM SETTLING, CRACKING, EROSION,
SILTING, SCOUR OR OTHER DAMAGE NHICH MIGHT RESULT FROM THE GRADING
DESCRIBED ON THIS PLAN. THE ';OUt� 'Y WILL HOLD THE PERMITTEE RESPONSIBLE
FOR CORRECTION OF NON-DEDICATE" MPROVEMENTS WHICH DAMAGE ADJACENT
PROPERTY.
ESTIMATED QUANTITIES
SEWER
8" PVC Sewer Pipe (Main) 685 L.F.
6" PVC Sewer Pipe (Lateral) 339 L.F.
Sewer Manhole Per San Diego Regional Std. S-17.1 2 EA.
Sewer Cleanout 2 EA.
8" PVC Plug 2 EA.
WATER
8" PVC CL150 C-900 Water Line 1, 268 L.F.
8" Gate Valve
12" X811 4 EA.Tee 4 EA.
8" Tee 2 EA.
8" Tapping Sleeve and Valve 1 EA.
Commercial Fire Hydrant Assembly
Per S.D.W.D. Std. P-1 4 EA.
Relocate Ex. Fire Hydrant 1 )EA.
Double Check Valve Assembly per S.D.W.D. Std. P-7 1 EA.
2" Water Meter Service per S.D.W.o . std. p-3 1 EA.
WATER NOTES With Back-'low device 825Y
(1) Water mains, laterals and appurtenances shall be constructed according
to the standard specifications of the San Dieguito Water District. The
Contractor shall and hereby does guarantee all work for a period of one year
after the date of acceptance.
(2) Unless otherwise noted, all connections to existing mains will be made
by the Contractor, under the supervision of San Dieguito Water District, after t
Payment of the estimated cost by the developer.
(3) . Where elevations and grades are not shown on the water main profile, top
of pipe profile is 48 inches below center line finish grade of street.
(4) All services to be constructed clear of driveways.
(5) Contractor to furnish one inch copper water service and meter box for
each residential lot.
(6) Contractors shall acquire a trenching permit from the California
Division of Safety for all trench work.
(7) Install fire hydrants 2 feet from face of curb, if no sidewalk exists,
or 7 feet from face of curb where sidewalk will be constructed.
NOTE: WATER AND SEWER ARE. PERMITTED
(8) Provide air release assemblies. at all hi h SEPARATELY. THE WATER SYSTEM
g points in water main. .
(9) Contractor shall obtain encroachment permit from the County Department IS NOT A PART OF THE SEWER PERMIT.
of Transportation for any excavation within existing County Rights-of-Way, e
(10) The District requires that compaction tests be taken where water lines
Iare installed within existing County Rights-of-Way, private easements, and
the results approved by the County Department of Transporation, before the
water lines are accepted and a copy sent to the San Dieguito Water District
office.
(11) Prior to awarding water line contract, Owner shall advise prospective
Contractors to obtain and review current San Dieguito Water District's
specifications.
(12) The Contractor shall notify the District's Inspection Department 48 * NOTE
hours in advance of beginning work to arrange for inspection of project.
QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE ; Kt
RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE
(13) Fill areas must be compacted to 90%, prior to pipe installation. JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER
OF ANY APPARENT
DISCREPANCIES IN ESTIMATES. J``
14 ) Maintenance, repair and annual testing all
ll
backfiow devices is the responsibility of the owner.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RE CORDS. G
C —
PRIVATE CONTRACT
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, PREPARED BY: PERMITS
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE �j • PLANNING SHEET
'TU
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- E . crUL 3
sNGrNURM SHEETS
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES KEITH ' AWH7TfcrrM REZONE PERMIT NO. N/A
NOT ON RECORD OR NOT SHOWN ON THESE PLANS. • LAxnscAPs
A".rT" � P85-050
COMP ^ TIE w • LANV S&MONNG SPECIAL USE PERMIT NO. SAN LUIS REY
l� 1` ti 1 V 1� • CONSTRUG770N
�N4)540-T N/A COMMUNITY PSYCHIATRIC
Construction contractor agrees that in accordance with generally accepted con—
zoo Baker Street, costa Mesa, CA 92626(714)540-0800 TENTATIVE MAP NO.
struction practices, construction contractor will be required to assume sole and
complete responsibility for job site conditions during the course of construction STRICT APPROVED P R 0 VE D CHANGES BENCH
MARK CENTER
of the project, including safety of all persons and property, that this require— California CaIif0ltl(a COUt1Cl� i CALIFORNIA
COORDINATE INDEX: 322-1677,1683
ment shall be made to apply continuously and not be limited to normal working Of Civil Engineers No. _ Description Approved by Date
_
hours, and construction contractor further agrees to defend, indemnify and hold & Lend Surveyors I -- DESCRIPTION: STREET
MONUMENT Approved En Weer w k:
design professional harmless from any and all liability, real ti alleged, in con— TOP OF BRASS DISC _ San Dieguito Water
District -- '
nection with the performance of work on this project, excepting liability arising LOCATION: TOP F BRA0 EN ARAM
N. K6rTH
CINITAS BLVD. R.C.E. 21769
from the sole negligence of design professional By
RECORD FROM: COUNTY OF SAN DIEGO SURVEY DEPT. t Grading
ELEVATION: 111.543 DATUM: M.S.L. Date Permit No. L 1252
U E S 1987 Ll
NOTE:
V
The Contractor shall test all sections of sewers by means of
46,347 Jllve..,
N O�
the air test specified herein, unless otherwise directed by
.. ...........
... ........
the Engineer. The length of the line tested at one time
m
shall be limited on the length between adjacent manholes or
V.
10
c eanouts.
r
. ..............
_4 r
R Air test procedures shall be as follows:
a Plug ends and openings of test section and brace plugs
to prevent sudden release.
............
...........
b. Pressurize the test section 4.0 psi and hold at 4 . 0 psi
............
f or not less than o minutes. Add air if necessary to
tw
keep the pressure at 4. 0 psi. Disconnect air supply.
'A
>
113;
When pressure decreases to 3.5 psi,
start stopwatch.
----------- ...........
Determine the time, in seconds, that is required for
...........
............
Y
.......... ...........
............ ..........
the internal
pressure to each 2 .5 psi. This time
............ .......................
.......... ----------
..........
the
interval shall be greater than
.............
time given in
........... ............... ........... ................
following table. The section of pipe shall not have
.............. ................
..............
..............
passed
if the time if less than shown. Release air
............
from the opposite end of section.
CoAolv. PO/A/7'
Sewer size
PS Y I A TR 1 C Minimum Time
(inches)
54 (seconds)
...................... ---------------
Ve Q
D4
E�404 y PER 5D WD k . ....... 6
170
V W49
rD. P-7.
8
226
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CONAAECT rO 8106.RZ~a
/"G PLANS
C AoM�iffCIA L -H.
If the test is not passed, the
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75 77r
S A XR5 N ROAD
..............
PRIVATE CONTRACT
_I�AIS rA I I 1P
rG 7-1"11VG
70 0�0'5 t
. ..... AVSTAI icA r/OA/ wl r"
rAPPIAIG S-ZeEVE SHEET
1,v* C OAW. 70
AA10 VALVE. PER jf06C.
V JVAIA Z 4, a SHEETS
. ... ... rC46.. OR 8 6F A We v,4 1_v E.
GRADING PLAN FOR:
S/0
S
SAN LUIS REY
.............
NOTE: ALL SEWER LINES SLOPING AT
COMMUNITY PSYCHIATRIC
CENTER
Z,&: LESS THAN 2% SHALL BE
Z CERTIFIED FOR CONFORMITY BY C 021769 NATE INDE)L- 322-1677,1683
IVOrer A8AVV0A1_-,0 4 WA 75R14 IAIE A LICENSED SURVEYOR AND/5 /_0 CA r,=,O 4A10 .8ROACEA1, 17- 5HALL SUBMITTED
TO THE BUILDING
8E -4 I-10GE0 W1771-1 C01VCRET_C. OFFICIAL. Approved tlneer ol4wo
14
IVO 7'�- C0A17_,eAC7'0.1e rO kL-,e1oy AZI- rr (31,
B
Grading
DQte Permit No. L 1252
UES1987X
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