2006-440 CS (Plans) GENERAL NOTES SER R NOTES DECLARA 770N OF RESP0N9 6LE CHARGE LEGEND
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1 HEREBY DECLARE THAT
f AM THE ENGINEER OF WORK FOR THIS PROJECT
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT' -OF -WAY. SPECIRCA77ON FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROPERTY BOUNDARY (R /W) — - - —
PLANS AS SHOWN DOES NOT DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS
2. APPROVAL OF THESE IMPROVEMENTS
PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS
CONSTITUTE APPROVAL ' OF ANY- CONSTRUCTION OUTSIDE THE PROJECT STANDARDS COMMITTEE, THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST
EXISTING CONTOUR
BOUNDARY. EDITION) AND THE FOLLOWING SPEC14L PROVISIONS " I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
J. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 1. TRENCH WIDTH SHALL BE PER SDRSD N0, 5-4 UNLESS OTHERWISE RELIEVE ME, AS
ENGINEER OF WORK, OF MY RESP0NSIBIL177ES FOR PROJECT IX1STING ELEVATION
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE DESIGN.
RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT OTHER EXISTING SHOWN
SHOWN ON THESE PLANS HOWEVER THE CONTRACTOR IXISlTNG FENCE
FAClLITIES EXCEPT AS SHO f 2. PIPE AND BEDDING CONDITIONS. SOWARDS AND BROWN ENGINEERING, INC.
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 2187 NEWCASTLE AVE., SUITE 103
FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT CARDIFF BY THE SEA, CA 92007 SMH
SHOWN ON THESE PLANS A. ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK EXISTING SEWER MANHOLE
PER PLAN
BENEA THE PIPE.
4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE ��
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION B, V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (12) BY
DATE ld�Y�i !J?a EXISTING WATER WTR
OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND TWELVE INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED RANDY R BROWN
RCE 36190
LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY EQUIVALENT OF 30 OR BETTER. Q�pF E S ST
EXISTING GAS GAS
BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES
C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TD B
� � R• R �
5. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC (12) TWELVE INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ADDRESS ��'
� 0 ��y �� , ` SEWER SDRSD S -4 —s
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT 1289 BIRMINGHAM
DRIVE G 'L
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES GRADES ARE lZ OR GRE47ER u No• 36190 m - SMH
6 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER
ASSESSORS PARCEL NUMBER �� E*. 6130104 SEWER MANHOLE SRDSD S 17
A �
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS SERVICE LATERALS AND STRUCTURES SH B E TESTED 1N THE PRESENCE OF 262 - 041 -19
WORK WITH COMPANY REPRESENTATIVES THE ENGINEER AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE' SEWER LATERAL SDRSD
S -13 S
FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC DIRECTED BY THE ENGINEER. 17FC
TELEPHONE COMPANY. FERMI TIED• �,.�.
TELEPHONE 1 -800- 422 -4133 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17 BOB AND PAM STONEBREAKER
TRENCH REPAIR PER CITY OF ENCINITAS S-7 -�
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED 1289 BIRMINGHAM DRIVE STANDARDS
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE ENCINITAS
CA 92024
STARTING WORK AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES FOR USE WITH 8 INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
TELEPHONE: (760) 633 -2709
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO.'S S -13
U77LITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR AND 5 -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE •
THE COST OF RELOCA T70N'S, IF NEEDED. 6. THE C0NSTRUC71ON OF CONCRETE ANCHOR WALLS PER SDRSD NO, 5 -10, STATEMENT OF ENGINEER OF WORK
OWNERS' CER 1TF1CA 710N
9. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT APPROPRIATE TYPE A.
COMPANY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL WE HEREBY AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON THESE
Z ALL MAINS AND LATERALS SHALL BE CONSTRUCTED W17N 42 INCH MINIMUM COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S PLANS WITHIN EXISTING RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE
10 THE CONTRACTOR SHALL REQUEST A PRE - CONSTRUCTION MEETING FROM COVER. TRADE OF PROFESSION THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
THE CITY ENGINEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY
THE CITY OF WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
FOR SUCH A MEETING. PHONE NO 6JJ -2770 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS ENCINITAS THE ENGINEER AGREES THAT
ANY PLAN CHECK OR REVIEW PERFORMED BY THE WORK ASSOCIATED WITH THIS PROJECT OR UNDER OUR CONTROL.
SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. ENGINEER IS NOT A DETERMINATION BY THE C17Y OF ENCINITAS OF THE TECHNICAL
1 1. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE SUFFICIENCY OR ADEQUACY
OF THE PLANS OR DESIGN, AND IT THEREFORE' DOES NOT RELIEVE OWNS ; BOB STONEBREAKER , P AM 5TO NE aR EAKER
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON.
AND REPLACED BY A REGISTERED CML ENGINEER OR A LICENSED LAND DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. THE ENGINEER AGREES
TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY ADDRESS : 1289 BIRMINGHAM
DRIVE
SURVEYOR 10. FILL AREAS MUST BE COMPACTED TO 909' PRIOR TO PIPE INSTALLATION ENCINITAS, CA 92024
FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
11. THE CONTRACTOR SHALL N011FY THE DISTRICT'S INSPECTION DEPARTMENT EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND A.P.N. 262- 041 -19
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER
PROJECT: LEGAL DESCRIPTION :PARCEL 2, PM 3696 1
1
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING 8Y DATE �� C)�
SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF RA DY R. ROWN
WAY. RCE No.: 3690 EX.P. DATE: 6 JVO4
13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
OF THE WORK COMPANY. SOWARDS &BROWN INGINEERING
ADDRESS' 2187 NEW CASTLE AVE. 1Q Q
, r
14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FORA PHONE (760) 4,36 -8500 8 B STO
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE ENGINEER'S JOB No.: 03 -044 N BR ER DATE
OWNER AND SHALL REPAIR OR RE PLACE ANY OR ALL SUCH WORK, TOGETHER i r) -
WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PAM 5 t 0 N EBREA K E R
PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR
7- PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO
THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT
L44 EXCEPTED. INA N TO MANOLE
15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE
5' zf
APPROPRIATE BURIED UTILITY WARNING AND IDENTIRCA77ON TAPE ABOVE ALL NEW 8" PVC SEWER MAIN 0 4.74X
CREST DRIVE PUBLIC SEWER LINES AND P0R77ONS OF SEWER LATERALS LOCATED WITHIN
PUBLIC RIGHT -OF -WAY OR EASEMENTS.
SITE 16. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMI ARE REQUIRED - - --.f— - - - -
PRIOR TO CONNECTION TO SYSTEM.
1Z NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY
CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACK FILL AND
FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT
LAKE DRIVE TRENCH RESURFACING CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION 14 +5500 EXISTING 5' SEWER STUB 0
1.090
(SEC 306 - 1.4.8).
14 +50.00 EXISTING SEWER
MANHOLE PER PC 2019 REMOVE IXISTING 5' SEWER STUB
Q Z P CITY
PC 2019 AND INSTALL z ALL NEW SEWER
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MAIN PER PLAN a
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VICINITY MAP
SCALE NONE SEWER CONNECTION DETAIL - A
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SCALE' NONE
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REVISIONS APPROVED DATE REF CES DATE BENCHMARK SCALE SAN DIEGO TQ WATER DISTRICT DESIDY0 BY DRA BY CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
!TW4�Zq 0.307 CHISLED "�A 1N CONCRETE O.C. 42 ENCINITAS 5i�►'rt�pF'!i 2 YES • 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
APPROVED IMPROVEMENT PLANS FOR;
OF LAKE DRIVE & BIRMINGHAM DRIVE SAN DIEGO HORIZONAL 1"-20' _ DATE E� D� r'
COUNTY BENCH MARKS 1 t _ BIRMINGHAM DRIVE SEWER EXTENSION CS-440
y BY: BY:
VERTICAL 1 4' 1 0 1 2 D3 DATE : ► 1 DA TE
A PN 262'-041-19 STA 14f55 TO STA 19+ 75.84 RL' DATE DANDY R B W RCE NO.: 36190 RCE
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ELEV AT 32310 DATUM USC do GS ENGINEER OF WORK EXP. 6/3 %4 JOB NO. 03 -044 DATE : 10115103 CALIFORNIA
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