1989-24 CS (Plans) I
GENERAL NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPT OF
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY.
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THRCIT'Y
ENGINEER LEGEND
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT IMPROVEMENTS STD. DWG. NO.
SYMBOL
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT
BOUNDARY.
SCALE J� = /�lO EDGE OF PAVEMENT ............ ............................... _
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WAY
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO TYPE "G" CURB & GUTTER ..........................
G- 2.......
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
STREET SURVEY MONUMENT .......................... M- 10.......
5. THE E. :ISTENCB AND LOCATION OF EXISTING UNDERGROUND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EX/ST/NGSEWER MAIN ........... ...............................
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE EXISTING SEWER MANHOLE ......................S
-1, S -2, S -3.. - n
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY PROPOSED SEWER MAIN ..............................
S- 2....... -g _
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. P.V.C. WATER MAINS ... CLASS 150 ............................. _ w _
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO PCL'2 GATE VALVE ASSEMBLY ......... .............................
.. - BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY n J� FIRE HYDRANT ASSEMBLY..(RICH 550 OR EQUIVALENT)
............
-$
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO WATER METER ................. ...............................
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PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION
OF EXISTING FACILITIES.
PROP SEWER MANHOLE .......... ............................... --O -
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC PCL 3 PCL PCL.3 �y� i
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND \�►
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 's
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS i2N LOT 29
P
PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR .5
LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES CONTACT THE SAN DIEGO GAS AND
ELECTRIC COMPANY.
TELEPHONE: 1 -800- 422 -4133
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8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY r`" CC MAP 10818
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL Z y
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVE. PCL•2 WW /
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT U d AyN M/
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BOUNDARY ARE "UNDERGROUND INSTALLATIONS" FOR P.M. 856 Cn / S
Cn
LOCATION OF CABLES AND APPURTENANCES CONTACT THE -- _ S
PACIFIC TELEPHONE COMPANY. MANCHESTER
TELEPHONE: 1- 800 - 422 -4133 L- _
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT
THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED AIN.+'� *1#03
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. R.O.S. 5185 P.M. 9624
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS" FOR LOCATIONS OF CABLES AND APPURTENANCES
CONTACT: O1AAeA1'1 10A1 44OZE TELEPHONE: / -~- 4 7j- 4/37
11. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE
CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF
THE CITY OF ENCINITAS.
12. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE DECLARATION OF RESPONSIBLE CHARGE:
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL
BE SOLELY RESPONSIBLE HEREON. LEGEND
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
13. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM V E DESIGN OF THIS PROJECT AS DEFINED
IN SECTION 5703 OF THE
THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION � SCHOOLER PROPERTY ��■ BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS
AND HE WILL ADHERE TO ALL PROVISIONS OF THE STATE CONSISTENT WITH CURRENT STANDARDS.
CONSTRUCTION SAFETY ORDERS. A COPY OF SAID PERMIT EXISTING PRIVATE ROAD EASEMENT
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SHALL BE DELIVERED TO THE DISTRICT PRIOR TO SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED TO A
CONSTRUCTION. NE PRIVATE ROAD EASEMENT REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EXISTING SEWER PER 4328 1 - S -� MY RESPONSIBILITIES
FOR PROJECT DESIGN.
PROTECT ALL EXISTING IMPROVEMENTS FROM DAMAGES THAT MAY P. N. O'DAY
BE CAUSED BY HIMSELF OR HIS SUBCONTRACTORS IN THE PROPOSED GRAVITY SEWER - s -- M O'DAY CONSULTANTS (619)
944 -1010
PERFORMANCE OF THE WORK. CORRECTION OF ANY DAMAGE 7750 -2H EL LTANTS REAL
CAUSED BY THE CONTRACTOR OR HIS SUBCONTRACTOR SHALL BE CARLSBAD, CA. 92008 .
THE SOLE ALONE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR V /C/N/TY MAP
BY: !�•' DATE:
NO SCALE R <( .27214 O
WATER NOTES:
1. Water works shall be constructed in accordance with the O�
December, 1987 standards of the Olivenhain Municipal Water SEWER NOTES
District. Contractor shall have a copy of the standard Q
specifications on the 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42- IT IS AGREED THAT
FIELD CONDITIONS MAY REQUIRE CHANGES TO
p job site at all time "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
INCH MINIMUM COVER.
2. No work may begin or proceed without direction of District's SPECIFICATION OF PUBLIC WORKS CONSTRUCTION LATEST
THESE PLANS. 0
EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO V Q
Inspector. Inspector's scheduling must be 24 -48 hours in 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND
WATER IMy�
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LATERALS SHALL BE SHOWN ON ORIGINAL IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A Z W
advance of work. PLANS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL ' PRIOR TO
ACCEPTANCE TO WORK. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR �
STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC
WORKS �J
3. Where elevations and grades are not shown on the water main PROVISIONS." DETERMINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER
profile, top of pipe profile is 48- inches below center line 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY
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finish grade of street. THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE COMPLETION OF THE IMPROVEMENTS.
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1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS FOR PUBLIC USE.
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4. Unless otherwise noted, connections to existing mains shall OTHERWISE NOTED. I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN h
be made d 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE ON THESE PLANS WITHIN
EXISTING CITY RIGHT OF WAY WITHIN 60
dry. The time and duration of any shutdowns of 2. PIPE AND BEDDING CONDITIONS. DAYS AFTER ISSUANCE
OF THE CONSTRUCTION PERMIT AND TO PURSUE J ,�
existing mains shall be subject to approval by the District. INSTALLATION. J
„ SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
District shall be notified two weeks minimum in advance of (�
(A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSHED . COMPLETED
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION IRRESPECTIVE AND INDEPENDENT OF ANY
OTHER WORK
any shutdown.
ROCK BENEATH THE PIPE. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ASSOCITED WITH THIS PROJECT
OR UN ER MY CONTROL. O
5. Contractor shall coordinate with District all arrangements ARRANGE FOR INSPECTION OF PROJECT. • )
g (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM Q�OFESSIp,F�� OWNER / DEVELOPER:
V
for high - lining temporary services, etc., prior to p •
OF PIPE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF `� K
N. F �
shutdowns. SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE �� ��G O. ��' ADDRESS: -f 6Z STEC/ENS
�I 12�• .S!//TE � SAC -4A44 0,644*1
ENCINITAS DEPARTMENT OF PUBLIC WORKS FOR � EXCAVATION ti h f�
FREE - DRAINING GRANULAR MATERIAL HAVING A SAND WITHIN EXISTING CITY RIGHTS -OF -WAY. Q D CA- 92D?5
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6. Contractor shall review all proposed trench work with OSHA. CM a m
EQUIVALENT OF 30 OR BETTER. W ae ASSESSOR'S PARCEL NUMBER: 262 - 062 -20, 21, 22 Q
A copy of exemption letter or trenching permit, if required, No. 2724
13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ���• /��� \ ts
shall be submitted to the District prior to construction. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
'
ACCEPTANCE OF THE WORK. *,� A' Q 1
SEWER SERVICE LATERALS STRUCTURES SHALL BE TESTED IN 9j� Of CA���
7. All existing facilities which may affect final design, i.e., THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL 14 THE CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK
line crossings, line paralleling, or proposed connections BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
shall be field verified. All existing or proposed utility FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE
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crossings, or utilities within 10 -feet of OF T -7 WORK BY THE OWNER AND °HALL REPAIR OR REPLACE CONSULTANTS
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g proposed water 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. ANY OR ALL SUCH WORK, TOGETHER WITH ANY
OTHER WORK
mains, shall be shown on improvement plans. Q
17 . POURED IN PLACE MANHOLE BASES SHALL BE MONOLITHIC WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE
CIVIL ENGINEERING 7750 -2H EL CAMINO REAL, RANCHO LA COSTA O �
POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST PLANNING - PROCESSING CARLS&AD, CALIFORNIA
92M Z
B. The water system shall be pressure tested in accordance with DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE
OLIVENHAIN MUNICIPALWATER DISTRICT SURVEYING PHONE 619/%4 -1010 N �.
MANHOLE BASES AREA ACCEPTABLE FOR USE WITH 8 -INCH ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE
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the procedures in the standard specifications. The class of COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. M. expew4Y
pipe shall be used as the designated working pressure for
WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, WATER WORKS AP PROVAL DESIGNED DATE:
V) A
UNUSUAL ABUSE OR NEGLECT EXCEPTED. ,PP.,P / " =1D10' - ..
testing all pipe, valves (closed) and appurtenances. T App roved BOYLE ENGINEERING CORPORRATION DRAWN
BY: SCALE:
5. THE CONSTRUCTION OF 4 -T CH SEWER LATERAL PER SDRSD NO' FP �• ,S',PfLCTC.S�E,P
RfJIL /ENT Sfi17ED ¢ATE WLYES SM4�L DE QR /P- T/(pyT AT 200 P& M/N/M(/M. 5 -13 AND S-14. LATERALS SHALL NOT DISCHARGE DIRECTLY
PROJECT ENGR.: JOB NO.: 85' /�O¢ � z
15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER Districts C011s11 ing Engimer
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9. The submission and a INTO MANHOLE. SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING
approval of all submittals as required by AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES
6. THE ENGINEER OF WORK: ) LLJ LL.1 L1J
the Standard Specifications is to be accomplished prior to / Ix 1pO SD 090 - /� l �� �� /
- j Z Z
CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT -OF-
the preconstruction meeting with the District's inspector. S-10. TYPE A. W},y C.E. 1 DATE JOP NUMBER P.
Al 0'04Y R.C.E. Z 0
2 21'1 DATE
_
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CARDIFF SANITATION DISTRICT APPROVALS CITY OF EP40W*RTA8
PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 12-
DESCRIPTION 1 /2• IRON PIPE SETIN COAL PLANS PREPARED UNDER SUPERVISION OF RECOMME ED APPR D WROVEMENT PLANS
FOR
I '� T.P.M. 18437
MARKED BYSTEEL POST. HORIZONTAL APPROVED BY 1�J DATE BY: V BY: S EWER EXTENSION IN cso2
LOCAT/ON: 195 M/. FROM /NT..SW EL/./OAYE 6
KILKENNY OR. E•L Y ALONG M4NC I ESTER AVE G/N
CRESTS R e0'5E ONN/NG E 0 4 RLE FROW CO N- FN. OA4Y R.C.E. NO.: 27214 2� DATE: _J 13 -. MANCHESTER AVENUE
CHESTELG'SEOI� PP*29 04. REC.FRG1/� VERTICAL DATE �-� -" DATE:
BENCH LEI /ELS. ELEI! 74.516 0ATVM U.5CIGS ENGINEER EXP 3 -31 -93 � oar WORK PROJECT NO. SHEET
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95 --1004
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