1988-8306 R (Plans) WATER NOTES SEWER NOTES
GENERAL NOTES WORK
1. WATER MAINS, LATERALS AND APPURTANCES SHALL BE CONSTRUCTED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA
COUNTY
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO- WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. IMPROVEMENTS
CONSIST OF THE FOLLOWING WORK TO BE DONE
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES
ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. GUARANTEE ALI, WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE 2. THE CONTRACTOR
SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND
OF ACCEPTANCE. TO ANY CONSTRUCTION. SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY STREETS AND STANDARD REFERENCE DRAWINGS.
OF F/VCJN/TA 3 STANDARDS AND AS APPROVED BY THE CITY 2• UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS 3.
THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D.
EN6 /NEER. WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION -OF SAN INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S.
DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT 4. THE DRAWINGS AND
THE DATA HEREON ARE HEREBY MADE A PART OF
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE ALL ARRANGEMENTS FOR HIGH- LINING, TEMPORARY SERVICES, ETC., THE SPECIFICATIONS.
PROJECT BOUNDARY. PRIOR TO SHUTDOWN.
5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE LEGEND
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF -WAY 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
APPROVAL OF THE L.C.W.D. ENGINEER.
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE
CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. FINISH GRADE. OF STREET. 6. APPROVAL, OF THIS PLAN BY
L.C.W.D. DOES NOT CONSTITUTE A ITEM STD_. DWG. _x_ SYMBOL
REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. EXISTENCE OR NON- EXISTENCE OF,
ANY UNDERGROUND UTILITY, PIPE LOT LINES ............. ...............................
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF I OR STRUCTURE UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND
THE LIMITS OF THIS PROJECT. SUBDIVISION BOUNDARY .. ...............................
ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE METER BOX FOR EACH RESIDENTIAL LOT.
PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 7. ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION
PAVING OF STREETS ..... ...............................
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY 6. CONTRACTORS SHALL ACQUIRE TRENCHING PERMIT FROM THE
OF ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER
SHOWN HEREON' AND ANY OTHER WHICH IS NOT OF RECORD OR NOT CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. SPECIFICATIONS. TYPE
"A" A.C. DIKE ............... G- 5.................
SHOWN ON THESE PLANS.
7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS
IN ADVANCE OF EXIST. EDGE OF PAVEMENT .............................. -„r_
6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK BEGINNING
WORK SO THAT INSPECTION CAN BE PROVIDED.
WORK TO BE DONE SHALL BE CONFIRMED BY.FJELD MEASUREMENTS WILL BE CONSTRUCTED. EXIST. WATER MAIN .....
............................... W 1
PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH
. ^
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 8. PROVIDE AIR RELEASE ASSEMBLIES-AT ALL HIGH POINTS IN WATER MINIMUM
COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF WATER SERVICE CONNECTIONS ........ B- 1.1,B -1.2 * *......
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT MAIN. DRIVEWAYS.
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF EXIST. SEWER MAIN: ...................................
S
ACTUAL LOCATION OF EXISTING FACILITIES. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF 10. ALL LOTS SHALL BE SERVED
BY 4 -INCH V.C.P. LATERALS SET AT A
ENCINITAS FOR ANY EXCAVATION WITI4IN EXISTING CITY RIGHTS -OF- MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND
P.V.C. SEWER MAIN ................ S- 4 * ................
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC WAY. AN INVERT DEPTH OF' 5.5 MINIMUM FEET BELOW TOP
OF CURB AT
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND PROPERTY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. SEWER
CLEANOUT ................... S- 3 *................
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 1.0. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE
WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF- 11. STANDARD SPCIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION
SEWER LATERAL....... ............... S-A 3* ...... S
NQTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND ARE
AVAILABLE AT THE DISTRICT OFFICE.
PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE SPOT
ELEVATIONS ....... ...............................
LOCATION OF ELECTRICAL CABLES AND GAS PIPING WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO 12. ALL CONCRETE
TESTING REQUIRED BY THE DISTRICT WILL BE AT THE
AND APPURTENANCES, CONTACT SAN DIEGO GAS 6 WATER DISTRICT OFFICE. EXPENSE OF THE CONTRACTOR.
ELECTRIC COMPANY, TEL.: 800- 422 -4133 PARCEC
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED
WITHOUT THE .LOT NUMBERS ............ ...............................
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN PERMISSION OF THE
DISTRICT. -'
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND DIEGUITO WATER DISTRICT'S SPECIFICATIONS. DIRECTION OF DRAINAGE
. ............................... ----- low ----
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 14. ALL, PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING,
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION SHOWN ON L.C.W.D. STANDARD DRAWING S -12.
NOT ALL TELEPHONE SERVICES WITHIN THIS PROJECT DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR FOR INSPECTION OF PROJECT.
LOCATIONS OF CABLES AND APPURTENANCES, 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 40' f1V
CONTACT THE PACIFIC TELEPHONE COMPANY, 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE 16. WHERE TRENCHES
ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE
TEL.: 800 - 422 -4133 INSTALLATION. SUBMITTED TO THE EINGINEER OF WORK AND THE DISTRICT ENGINEER R
BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH +
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 14. APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A BACKFILL
WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN g -
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED REPRESENTATIVE AS TO THE ACCURACY OF THE LOCATION OF, OR THE ACCORDANCE
WITH ON -SITE EARTHWORK SPECIFICATIONS AND
IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE DISTRICT SPECIFICATIONS.
h
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 17 REQUIRED LATERAL INFORMATION SHOWN IN PLAN VIEW
ON SHEET *2. R
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E.,
R
APPURTENANCES, CONTACT T.M. CABLEVISION, TEL.: 436 -3693 LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION OR
I Q
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON �'1:" + I�
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER
11. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER 18.
THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205
ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. DISTRICT. BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF
SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE
12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE
A MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING
BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE APPROVED BACKF'LOW DEVICE INSTALLED TO THE DISTRICT'S
GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES
DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY_ OR DURING
THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUTSIDE EUC44YPTI/S AYENUE
SAN DIEGO. OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DURING THE PIPE INSTALLATION THEREIN.
THIS PLAN MUST
DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH NO
T rO 5CAL E
OF BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS
THE AREAS TO BE PAVED. ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN
SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL
ENGINEER AT THE CONTRACTOR'S EXPENSE. SO'PR/VATEJlt'>r1DEASAAEV
VAR /ES F/ggy yA/� /ES F,�M
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APMACN0C- Poe PM 86 - 068 401.10 T.IE 97WA104205 PL-)R PRIV47E
04 T " IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO DECLARATION IBLE_CHARGE 6"7YPE 21 0 SE
M 3 "A•C. oVERG "A. e. mm. (TYP. )
R!0 O , E. 5 37 THESE PLANS. t:)-we 5000. G -
r1J5PECT /DAJ BY j,EA/G /AJCE2 O r K O e , L DC /7Y I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
T H I S PR/I//4TE OR/I/E6i/lJY
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
2EV1&WED AC C0A1A:)kCf44A10E W1714 PRIV4TE 5T/ZE6T5 ST41J04AZOS: REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR DESIGN OF THE PROJECT
AS DEFINED IN SECTION 6703 OF THE BUSINESS NOT rD ALE
' By: ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT
WITH AR N. 216-053-17
����� i- 11�s1� DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COM- CURRENT STANDARDS.
,l0 Kr NKJ�E',2CA/ R.C.E. 9B/4 1'a4TE
C /Ty E A / G / A I E E a PLETION OF THE IMPROVEMENTS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC I F I -
� 0�✓NER /PERM /T TEE
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
MY RESPONSI-
DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PUR- BILITIES FOR PROJECT DESIGN. MARK HO►RR150N
SUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL 617 -4 l,IESTLAKE STREET
COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK BY:___ _ __� .0 1' _______ E/VC /N /TA
S, CA 9tot4
ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. - - ---- DATE_ T� � ExP. s /s/ /S/
WAYNE P CO - py 78
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R.C.E. 29577 T
SITE OWNER =
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FIRE AGENCY SAN D/EG U /TO MATER DISTRICT L EUC,4D /A C0V#TY !✓ATER D ISTRICT C I TY AF PP OVEO CHAP GM BENCHMARK MARK
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CALIFORNIA COORDINATE INDEX 330-/677 4k) ENCINITAS FIRE PROTECTION AGENCY !A/gTER A/E
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PASCO ENGINEERING
DESCRIPTION 86 D /5A'STAN /Ty EN6 /N
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FILE N0.
PE-231