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GENERAL NOTES v 1� < a CENTER
N o PSYCHIATRIC
C) Z
Q -QUAIL GARDENS
1. A CONSTRUCTION, EXCAVATION, OR ENCROACHMENT PERMIT FROM THE ACCESS ROAD
WAY WILLIAM
DIRECTOR OF PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK IN THE 0 o eNCI
CITY RIGHT-OF-WAY. ` S
FOR
REVD
o:
2. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL
UTILITIES BEFORE COMMENCING WORK. 'NOTICE OF THE PROPOSED WORK 0 1 SHALL BE BE GIVEN TO THE FOLLOWING
AGENCIES:^ ^
1
� �
SAN DIEGO GAS & ELECTRIC 1-800-422-4133 � o .d
PACIFIC TELEPHONE 01
CATV- CABLEVISION COMMUNITY P Z a
SEWER: ENCINITAS SANITARY DIST.
WATER: SAN DIEGUITO WATER DIST. ^ ^
3. ALL OPERATIONS CONDUCTED ON THE REMISES, INCLUDING THE WARMING UP, SHEET INDEX
REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING VICINITY MAP
EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING SHT. NO.
EQUIPMENT SHALL BE,LIMITED TO THE PERIOD BETWEEN 7:00 a.m. AND 6:00 p.m. 1 Title Sheet N.T.S.
EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING 2 Sewer and water Ian
OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS. p
4. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE 3 Sewer and water profiles
AND NOTWITHSTANDING THE APPROVAL- OF THESE GRADING PLANS, THE PERMITTEE
IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. u
NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO
ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION OF ANY
SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT
SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION,
SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING
DESCRIBED ON THIS PLAN. THE COUN 'Y WILL HOLD THE PERMITTEE RESPONSIBLE
FOR CORRECTION OF NON-DEDICATE'L 'MPROVEMENTS WHICH DAMAGE ADJACENT ESTIMATED QUANTITIES
PROPERTY.
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 4 EA.
12" x 8" Tee 1 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.O.W.D. std. P-3 1 EA.
with Bockf)ow device 825Y
WATER NOTES
(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 e
by the Contractor, under the supervision of San Dieguito Water District, after
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, NOTE: WATER AND-SEWER ARE PERMITTED
or 7 feet from face of curb where sidewalk will be constructed.
SEPARATELY. THE WATER SYSTEM
(8) Provide air release assemblies at all high points in water main.
IS NOT A PART OF THE SEWER. PERMIT. 1
(9) Contractor shall obtain encroachment permit from the County Department
of Transportation for any excavation within existing County Rights-of-Way.
i .
(10) The District requires that compaction tests be taken where water lines
are 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.
�c NOTE
(12) The Contractor shall notify the 'District's Inspection Department 48 QUANTITIES SHOWN ARE FOR PERMIT PURPOSES
ONLY. CONTRACTOR SHALL BE 1• K . . . '
RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE
hours in advance of beginning work to arrange for inspection of project. JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND
ENGINEER OF ANY APPARENT
DISCREPANCIES IN ESTIMATES. Nc . 7�9 I
taD �3It$9
(13) Fill areas must be compacted to 908, prior to pipe installation.
l
f 14 l Maintenance, repair and annual testing for al1 backflow devices is the responsibility of the owner.
•\ ot CA X,
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CG_ PRIVATE CONTRACT
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. PREPARED BY: PERMITS
SHEET
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, PL"NrAv 3
SO THAT ANY NECESSARY ADJUSTMENT CAN' BE MADE IN ALIGNMENT AND/OR GRADE THE zmi N/A F SHEETS
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- KEITH ' "`M"r"MM REZONE PERMIT NO.
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES .aWmreew6ar P85-050
NOT ON RECORD OR NOT SHOWN ON THESE PLANS. LAMSUAV"IrVC SPECIAL USE PERMIT NO. SAN LUIS REY
4 COMPANIES z;
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'.; : I I i NOTE
FY Y , V
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,Nr - The Con ract r shall t st all ections of sewers by means of
�, , , .� n� t� ° °< � =xvt> t-��'7. .5 �,7 �, ,_ ,,r,,, the airttestospecedeherein, sunless otherwise
directed by
h, _ ;i= - - -_= ;< � _ - i ? ' , the Engineer. The length of the
sine tested at one time
-Vy 11 ,, � "; ,: r ✓ shall be limited on the length between ad'acent manholes
or
' �, -V % I - F} cleanouts. 0 11 ,4I J
r
g`' � r U g } Air test procedures shall be as follows:
r __ --- _._ .- __ h t _. -- ,
l i _ , _ $ ,
J, _V
M _.
a , y -. „„ - -. ,� -...,
_ ,<r « a. Plu ends and o enin s of test section and brace plugs
k t ,�f,.. t ,,,..,_ _ �,_ A, <:F+at,} `3.. ` R ,_w ! ,` ;. g P g
- i ____ " ri yf Q to revent sudden release.
f , - 7 -- _- j �_, _", },j,s zyr e i" I I i P lt�° ,
2 , «- a w(° ,',y. t i(,' v*! l X at t. R / b 3g 1 5 t +)
r' , t. ;' w
�„ - __., b. Pressurize the test section 4 .0 psi and hold at 4 . 0 psi
/ ;r,x
%: { ,% for not less than two minutes. Add air if necessary to%/r f 1141..::.. ^.,'°`._
.,'. € (- e% '.- P3 1- �:;:
s
r . ,i ; ` •, ., kee the pressure at
' i"-,fix / m .' ' .f t- r , ..^ ,¢' - ,t5 %ka sJ, V_am„''°w' °°" ___ "�4: '- L.r `•«.,v" ._ rv__._._ ____. ___:...>
_ P psi. Disconnect air suPP1Y 1.}. , r
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- - ._w,' _ w When ressure decreasesOto 3. 5 si start sto watch.
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j¢ x< ur �I ;,, ? �Y , ,ter seconds, that is equired for 1._ - \ 4
- '- t > the internale tressure to each 2 5 si. This time
P P
,! ,? r r, - ° �� _y o __. _1_1_11 — ' � _ T...._ _ _ .._� . __.. - er than time
given in the 11_,_11.11 _..-_.._. t \!c— -- -__- _'__ �-._ 1111.. ---- ,' ' ,.
4F �; . ___ , _ __._ ...- _ }__-__.._ `. � _ foll wing stable.beThersection of i e shall
not have
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shown Release air
I ,.,,f � F/RE sERVTCE — } __ . „_ _ R , passed if the time if less than P
r r f {� ___ -.- �. —_.�.,,....,.e,. 11 11."'_ _ T COMM. O/NT .I' n :a >> _._ t:
' r' - _<, - - ' from the pp site end of section.T,Z r �19
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P." AL, e
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D ✓ E CHECK VALVE cN �, - f .�. v (inches) (seconds)
i f e i ,R. k;1 Ap5'E SLY PER SOWD 4 -PAD,, 6,5 N�
, S µ.G,
t ; I ,' P" M 8 226
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PER PLUMB/NG PLAN$ i
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