2006-135 I (Plans)�F7 T I 1
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY
WORK WITHIN THE STREET RIGHT -OF -WAY.
2 THE STRUCTURAL SECTION WALL BE IN ACCORDANCE WITH THE CITY OF EN011AS
STANDARDS AND AS APPROVED BY THE CITY ENGINEER.
J. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL
OR ANY CONSIRUCROR OUTSDE TNf PROJECT BOUNDARY.
4. ALL UNDERGROUND UTIURES WIMN THE SIREET R19IT -OF -WAY WALL BE CONSTRUCTED,
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND
PAVING
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITES SHOWN ON THESE
PLANS HERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NOT 07HER EXIS17NG F4017ES EXCEPT AS 5 HONV ON THESE
PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAU17ONARY MEASURES TO
PR07ECT ANY EXISDNG FACILITY SHOW HEREON AND ANY 07HER WHICH IS NOT OF RECORD
OR NOT SHOW ON THESE PLANS
6. LOCATION AND EEEVARON OF IMPROVEMENTS 70 BE MET BY OURK TO BE DONE SHALL BE
CONFIRMED BY REED MEASUREMENTS PRIOR 70 CONSIRUCTION OF NEW WORK CONTRACTOR
WLL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
SUMCENTY AHEAD OF CONSIRUCTION 70 PERMIT REVISIONS TO PLANS lF REVISIONS ARE
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITES
7 THE CONTRACIOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO
STARTING WORK NEAR COMPANY FACILITES AND WALL COORDINATE HIS KVRK WIRI
COMPANY REPRESENTATIVES
8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING
WORK NEAR COMPANY FACIURES AND SHALL COORDINATE HIS WThK WITH COMPANY
REPRESENTATIVES
NONCE. ALL TELEPHONE SERVICES WIHIN THIS PRO,ECT BOUNDARY ARE UNDERGROUND
INSTALLATIONS' FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC
TELEPHONE COMPANY.
TELEPHONE. 1- 800 - 422 -4133
9. IT SHALL BE THE RESI'ORSIBILITY OF 7HE DEVELOPER TO CONTACT THE UTILITY AGENCIES
ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS lF
NEEDED.
10. ALL TELEVISION SERVICES WIH1N THIS PROIECT ARE UNDERGROUND INSTALLATIONS'
FOR LOCATION OF CABLES AND APPURTANCES CONTACT APPROPRIAIF COMPANY.
It THE CONIRACIOR SHALL REQUEST A PRE - CONSTRUCTION MEETING FROM THE CITY
ENGINEERS OFTICE AND SHALL PROVIDE AT LEAST 48 HOURS NONCE FOR SUCH A MEFTNG.
PHONE N0. 633 -2770
12. PRIVATE ROAD IMPROVEMENTS SHOWV HEREON ARE FOR INFORMATION ONLY CITY
OFFICIALS SIGNATURE HEREON DOES NOT CONSTTUTE APPROVAL OR RESPONSIBILITY OF ANY
KIND FOR THE DESIGN OR CONSIRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE)
NOTICE ALL ELECTRICAL AND GAS SERVICES WIHIN THIS PROJECT ARE 'UNDERGROUND
INSTALLATIONS' FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE. 1 -800- 411 -4133
SAN DIEGUI70 WA7ER DISTRICT
WA 7D? NO7ES
I. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONS7RUC7ED ACCORDING TO
THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRAC70R
SHALL AND HEREBY DOES GUARANTEE ALL HURK FOR A PERIOD Or ONE YEAR AFTER THE
DA 7E OF ACCEPTANCE.
2 UNLESS OTHERWSE NOTED, ALL CONNECRONS TO ENSTNG MAINS WLL BE MADE BY THE
CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT AFTER PAYMENT
Or PIE ESTIMATED COST BY THE OWNER/DEVELOPER. CONTRACTOR SHALL COORDINAIE NTH
DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING; TEMPORARY SERVICES ETC, PRIOR 70
SHUTDOWN.
J WHERE ELEVATIONS AND GRADES ARE NOT SIHOHN ON THE WATER MAIN PROFILE, 70P OF
PIPE PROFILE IS 48 INCHES BELOW CENIER LINE RN121 GRADE OF S7REET
4. ALL SERVICES 70 BE CONSTRUCTED GEAR OF DRIVEWAYS
5 CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND MEIER BOX FOR EACH
RESIDENTIAL LOT
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA 0111.510111 OF
SAFETY FOR ALL TRENCH WORK.
7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, lF NO SIDEWALK EXISTS OR 2 FEET
BEHIND WHERE SIDEWALK WLL BE CONSTRUCTED.
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINT IN WAIER MAIN.
9 CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR
ANY EXCAVATION WTH1N ENSTNG CITY R16117S -OF WAY.
10. THE DISTRICT REQUIRES IHAT COMPACRON TESTS BE TAKEN WHERE WATER LINES ARE
INSTALLED WINN EASING COUNTY RI6I7S -OF -W4 Y, CITY OF ENCINITAS RIGHTS -OF WAY,
PRIVATE EASEMENTS AND THE RESULIS APPROVED BY THE CITY OF ENCINITAS BEFORE THE
WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER DISTRICT
OFFICE.
1
::A
1. PRIOR TO AWARDING WATER LINE CONTRACT, DINNER SHALL ADVISE PROSPECTIVE
C4
CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISNIC7S
SEWER MANHOLE
SPECIRCATONS
�M- H s
12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN
SEWER CLEANOUT
ADVANCE OF BEGNNING #DIRK TO ARRANGE FOR INSPECTION OF PROECT.
s
13. FILL AREAS MUST BE COMPACTED 70 909 PRIOR TO PIPE INSTALLATION.
SEWER LATERAL
14. APPROVAL OF THIS PLAN BY SR WD. DOES NOT CONSTNIE A REPRESENTATION AS TO THE
®
ACCURACY OF THE LOCA77ON OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY
a
UNDERGROUND URUTY, PIPE OR STRUCTURE WIHIN THE LIMI7S OF THIS PROfCT.
15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS LINE
PCC BROW DITCH
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
CL
PROPOSED U77LINES CNOSSHNGS OR WTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
-�
SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER 70 CROSS UNDER WATER MAINS
UNLESS GNEN NRIT7EN PERMISSION BY WATER DISTRICT
a
16 WATER CONNEC77ONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED
BACWFLOW DEVICE INSTALLED TO THE DISTRICT'S SATSFACRON. BACIKFEOW DEVICES ARE 70
rl:i
BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY R16 HT-OF -WAY OR OUTSIDE WATER
DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL IES77NG OF BACKFLOW DEVICES
3
ARE RESPONSIBILITY OF OWNER
17. MINIMUM HORIZONTAL SEPARAPON OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND
Q
SD.G&E. VAULTS
16 UTI ITES TO MAINTAIN MINIMUM 5' SEPARA77ON #HEN PARALLELING WATER SERVICES
m
19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCATE ANY ENSANG WATER
i
FACILITY (F.H., METERS VALVES, VALVE BOXES ETC.) THAT ARE EFFECTED BY IIS PRO'ECT.
20 CONTRACTOR TO SUPPLY DOCUMENTA17ON SHOWNG FIAT ANY ASBESTOS WATER PIPES
REMOVED FROM THE GROUND HERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN
ti
DIEGO COUNTY WASTE DMSION
W
REVISIONS APPROVED DATE REFERENCES DATE
i
v
SETTER NOTES
U MTAS SAMTARY OAS118CT AA19
CAITIFF SANTA79N Al WT
ALL WORK SHALL BE DONE ACCORDANCE WITH THE STANDARD SPECIFICA7701VS FOR PUBLIC WORKS
CONSTRUCRON, (LATEST LDITON), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS
COMMITlEj THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDIRON) AND 771E FOLLOWNG
SPECIAL PROVISIONS
1. TRENCH WIDTH SHALL BE PER SDRSD N0. S -4 UNLESS 07HERNSE NOTED.
2 PIPE AND BEDDING CONDI DONS
(t ALL PIPE SHALL HAVE 4' MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE
YPSHALL BE SAND, GRAVEL CRUSHED AGGREGATE, NATIVE FREE- DRAINING GRANULAR MATERIAL
HAVING A SAND EQUIVALENT it 30 OR BETTER.
VP. VC AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE
PIPE SHALL BE INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE
INVERT GRADES ARE 1% OR GREA7ER.
3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWERS SEWER SERVICE LATERALS AND
STRUCTURES SHALL BE TESTED IN THE- PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
4. THE CONSIRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO S -17. POURED IN PLACE
MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST
MANHOLE BASES
ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS NTH INSPECTORS APPROVAL,
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NOS S -13 AND S -14. LATERALS WALL
NOT DISCHARGE DIRECT Y INTO MANHOLE.
6. THE CONSIRUCTION OF CON0RE7E ANCHOR WALLS PER SDRSD NO. S -10, TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WTH 42 -INCH
MINIMUM COVER.
8. IRE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN
ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING
PRIOR TO ACCEPTANCE FOR PUBLIC USE.
10. FILL AREAS MUST BE COMPACTED TO 90.8 PRIOR TO PIPE INSTALLA RON.
1L THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERA77ONS DIVISION 48 HOURS IN ADVANCE
OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT
PHONE N0. 633 -2770.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR
ANY EXCAVATION WITHIN £XIS77NG CITY RIGHTS -OF -WAY.
13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DAIS OF ACCEPTANCE OF THE WORK BY THE OWiYER AND SHALL REPAIR OR REPLACE ANY
OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT
MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE
OF ACCEPTANCE WITHOUT EXPENSE WIATSOE R TO THE OWNER, EXCEPTING ORDINARY HEAR AND 7EAR,
UNUSUAL ABUSE OR NEGLECT
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICARONS, THE APPROPRIATE BURIED UTILITY
WARNING AND IDENURCATON TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS
LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS
15. FOR SEWER LA7ERAL DATA TABLE, SEE SHEET 2
16. AS BUILT" ORAWNGS MUST BE SUBMITTED PRIOR TO FlNAL ACCEPTANCE OF THE WORK
17 THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS
CONSTRUCTED WTHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS
TO MAINTAIN THE PUBLIC SEWERS
18 WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO
SYSTEM.
19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT
TELEVISION AFTER COMPLETION OF IRENCHING BACKFILL AND FINISIHED GRADING BUT PRIOR TO
PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING CONTRACTOR SHALL PROVIDE FOR
7ELE14SION INSPECTION. (SEC 306- 1.4.8)
BENCH MARK
CITY OF ENCINITAS VERTICAL BENCHMARK- ENC -41, 2' IRON PIPE IN AC
WTH 25' CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE EAST SIDE
OF NORTHBOUND HIGHWAY 101, 05 MILES NORTH OF CHESTERFIELD AND 10
FEET WEST OF THE NORTH END OR GUARD RAIL.
NGW29 EL : 71.46
I PUBLIC WORKS DEPARTMENT I
6S FAUR fpm q, &(,( 416'h/ DARE
SCALE SAN DIEGUITO WATER DISTRICT
8IG
RE DA 7E
TORE E FIRES 2 YEARS AFTER DAIS
STA7a VT OF BVaM OF MW
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGNEER SHALL COMPLY NTH
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINIFAS AND ITS
FROM PROPERTY DAMAGE OR 6001t INJJRY ARISING SOLELY FROM
MISSIONS OF THE ENGINEER AND HIS_/HLR AGENTS EMPLOYEES
ORE OF SUCH AGENCY AND EMPLO ENT AND ARISING OUT OF THE
SAMPO ENGINEERING, INC.
1034 SECOND SIREET
ENCINITAS, CA 92024
(760) /43/6 -0660
OA 7E
VINCENT L. SAMPO RCI 44173
OWER'S STA7EI OUT
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS
IT IS FURTHER AGREED 7HAT THE OWER SIlALL HAVE A REGISTERED CIVIL ENGINEER MAKE
SUCH CHANGES, AL7LRARONS OR ADDITIONS 70 THESE PLANS WHICH THE DIRECTOR OF PUBLIC
WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OR THE
IMPROVEMENTS
IFURIHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
ENSTNG PUBLIC RGIHT - -OF- WAY WTH1N 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO THE PURSUE SUCH WORK AC770Y ON EVERY NORMAL WORKING DAY UNTL
COMPLETED, IRRESPECRVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WTH THIS
PREACT OR UNDER MY CONTROL
PEGAN S BROOKE AND DA ND R. STRUTHERS CO- TRUSTEES OF THE LEE EDWN SIRUTIERS
TESTAMENTARY TRUST
PLANS PREPARED UNDER SUPERVISION OF
VINCENT L. SAMPO
ENGINEER OF WORK
THE MAXINE JONES STRUCHUES
Na 44173
Exw: S.
v
Ls APPROVALS
o RECOMMENDED ���� APPROVED
DATE: 7-9 -v�
R.C.E. NO.: 44173
EXP. 6/30/07 BY ' BY .
DATE: $/_21 /r(l rm DATE:
LEGEND STANDARD SYMBOL QUANTITY
PROPERTY BOUNDARY - -
RICH I - OF- WAY
EASEMENT LINE - - - - -
EXIS7NG CONTOUR 150
50.00
EXIS7NG ELEVATION
8" SEWER MAIN
SDRSD S -4
S
119 LF
SEWER MANHOLE
SDRSD S -17
�M- H s
2 EA
SEWER CLEANOUT
SDRSD S -3, TYPE B'
s
1 EA
SEWER LATERAL
SDRSD S -13
S-0
1 EA
TRENCH RESURFACING
CITY OF ENCINITAS STANDARD DETAIL
145 LF
PCC BROW DITCH
SDRSD D -75, TYPE 'C'
85 LF
AC PAVEMENT & BASE
4" AC 16" CLASS 11 BASE (MIN.)
DAVID R. SIRUIHERS
815 KESTREL PLACE
DAVIS, CA 95616
(530) 756 -8411
487 BRISTOL AVE:
CARDIFF, CA 91007
PORTON OF LOT 6, IN BLOCK 102, CARDIFF VI57A, ACCORDING TO
MAP THEREOF NO. 1547, AND CERTIFICATE OF COMPLIANCE
RECORDED JANUARY 7, 2005 AS DOCUMENT NO 2005- 0018974,
OF OFFICIAL RECORDS
ASMWR 5 PARCEL NO.:
260 - 283 -15
CARDIFF BY
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THOMAS GUIDE PAGE
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ENGINEERING DEPARTMENT
IMPROVEMENT PLAN FOR :
BRIGHTON AVENUE SEWER MAIN EV ENSI01 U
487 BRISTOL AVENUE
PORTION LOT 6 BLOCK 102 MAP N0. 1547
APN• 260 -0 15 CASE N0. 05 -134
DRAWING NO.
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1 .: ..........:..:: :::.cc-., 2 10' CLEAR
'/ 2 �/ Q REMOVE AND REPLACE 185 LF PCC BROW DITCH PER SDRSD D -71, TYPE C'
150— _ �� ��� N�CSITNG BROW AT BOTH ENDS TO THE SA7ISFAC110N Of E CITY ENGINEER
. ` ^ • 1 l \ 1 \ �, � Pl14STEP�'r 02 TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DETAIL
71 �r ? 20' CON R MENT AND BASE
r `` 3 REMOVE AND REPLACE 135 SF EXISTING DAMAGED AC PALE
4' TO THE SA 11SFACTTON OF THE CITY ENGINEER INSPECTOR.
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DATE REFERENCES DATE BENCH MARK
CITY OF ENCINITAS VERBCAL BENCHMARK ENC -41, 2' IRON PIPE IN AC
NTH 25' CITY OF ENCINITAS BRASS DISC IN A TURNOUT ON THE EAST SIDE
OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF LWESTERRELD AND 10
FEET NEST OF THE NORTH END OF GUARD RAIL
NGVD29 EL-71.46
SCALE
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VERTICAL : i " =4'
Vi °' "; ws °' APPROVALS
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
DATE: 7-m-06
R.C.E NO.: 44173 /� �
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ENGINEER OF WORK DATE : �'� o m DAif
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IMPROVEMENT PLAN FOR :
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BRIGHTON AVENUE SEWER MAIN EXTENSION
CS 542
487 BRISTOL AVENUE
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SHEET 2 OF 2