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CONSTRUCTION NOTES
CMSD STANDARD NOTES
GENERAL NOTES
10-- TRENCH, REMOVAL & REPLACEMENT PER CITY OF COSTA MESA
A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM
VE OR ON A 8 1/2 X 11 PAPER (0NE
SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN.
2�STD.
PLAN NO. 813.
TO MINIMIZE THE APPARENT IMPACT WITHIN THE WORK AREA; SLURRY SEAL OVER AND
1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA
1. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL
DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL ", AS LAST REVISED.
IMMEDIATELY ADJACENT TO THE TRENCH CUT. THIS WORK SHALL BE PERFORMED TO
SANITARY DISTRICT.
CONFORM TO THE CITY OF COSTA MESA STANDARDS, AND SHALL MEET
BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING
THE SATISFACTION OF THE SANITARY DISTRICT'S INSPECTOR. PROTECT ALL EXISTING
2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT
WITH THE APPROVAL OF THE CITY ENGINEER.
i
PRIVATE AND PUBLIC IMPROVEMENTS IN PLACE.(ONSITE)
ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949)
2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN
AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 -HOURS PRIOR
DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLETED WITH,
631 -1731.
ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS
A FULLY EXECUTED, NOTARIZED, AND RECORDED AGREEMENT BETWEEN
REMOVE CLEANOUT AND JOIN EXISTING 8" VCP SEWER.
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE
CONSTRUCTION,(GREEN BOOK) CURRENT EDITION.
OCONSTRUCT
48" SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT STD.
CONSIDERED UNACCEPTABLE.
3. CONTRACTOR SHALL FURNISH AN INSTALL ALL SIGNS, LIGHTS,
CONTRACTOR
NO. S -100.
4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF
BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC
69
WORK FROM THE DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA,
CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN. AS MAY BE
50--
CONSTRUCT 8" VCP SEWER MAIN.
77 FAIR DRIVE. TELEPHONE: (949) 754 -5323.
REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN
6o---
CONSTRUCT 4" PVC LATERAL (SDR 35)
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED
CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE
CONSTRUCT SEWER CLEAN OUT ONSITE &IMMEDIATELY ADJACENT TO PUBLIC RIGHT-
BY THE LOCAL GOVERNING AGENCY.
LATEST EDITION OF THE "CONSTRUCTION SAFETY ORDERS ", AND
THE DISTRICT.
OF -WAY PER COSTA MESA SANITARY DISTRICT STD. N0. 5 -107
6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD
W.A.T.C.H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE
PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
SECTION OF THE C.V.C. AND CORRECTIVE COST TO THE CITY WILL BE
8o---
SLURRY BACKFILL TRENCH WITH 3 SACK SAND SLURRY. PROTECT EXISTING WALL
7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR
CHARGED.
AND FOOTING IN PLACE, SEE DETAIL "A" THIS SHEET.(ONSITE)
MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OF APPROVED EQUAL, ARE
4. THE CONTRACTOR SHALL OBTAIN ENGINEERING DIVISION PERMITS
99 -JOIN
EXISTING LATERAL.
APPROVED FOR LATERALS AND REPAIR WORK ONLY.
PRIOR TO START OF ANY ON -SITE CONSTRUCTION AND /OR GRADING AND
10
CONSTRUCT CLEANOUT
B. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
REQUEST INSPECTION FROM CITY ENGINEERING DIVISION 48 HOURS IN
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
ADVANCE OF PERFORMING ANY WORK. TELEPHONE (714) 754 -5323. THE
11
SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER FOR A MINIMUM
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
CONTRACTOR SHALL MAINTAIN A COPY OF THE PERMITS AND SIGNED
LENGTH OF 8 FT OR 1 FT GREATER THAN TRENCH WIDTH , SEE DETAIL THIS
11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S
PLANS ON THE JOB SITE.
SHEET. CURB & GUTTER REPLACEMENT PER CITY OF COSTA MESA STD. 312 (C -6).
APPROVAL.
S. PERMITS WILL BE REQUIRED FROM THE IRVINE RANCH WATER
12
LOCATE EXISTING SEWER LATERAL AT R/W AND PLUG. ALL REMAINING PORTIONS
12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL
THE COSTA MESA SANITATION DISTRICT FOR CONSTRUCTION OF WATER
INSIDE PUBLIC R/W SHALL BE PROTECTED IN PLACE AND SERVICEABILITY SHALL
BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES
AND SEWER IMPROVEMENTS .
BE VERIFIED PRIOR TO
AND COVERS SHALL BE RAISED TO GRADE PER STD. DWQ. N0. 5 -105.
PLUG
13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR
6. ESTIMATED QUANTITY OF CUT = 0 YDS. ESTIMATED QUANTITY OF
13
EMAINILLING.
BOTH ENDS OF REMAINING PRIVATE LATERAL AND ABANDON IN PLACE.
APPROVED EQUAL COVER TO BE STAMPED 'SEWER'.
FILL = 0 YDS.
14
TAP EXISTING 8" AC WATER MAIN &PLACE SERVICE LINE PER IRVINE RANCH
14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE
7. THE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIALS
DISTRICT STD. DRAWING W -1, METER TO BE 5/8 X 3/4 ".
T
BEEN RAISED TO GRADE.
TESTS AND SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED
ISWATER
-
PLACE 1" REDUCED PRESSURE BACKFLOW ASSEMBLY PER IRVINE RANCH WATER
15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT
NECESSARY, DUE TO THE FAILURE OF THE INITIAL TESTS, AS
DISTRICT STD. DRAWING W -20.
ENGINEER.
DETERMINED BY THE CITY ENGINEER.
16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT
8. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING
16
PARTIAL DRIVEWAY APPROACH REMOVAL PER COSTA MESA STD 811.
MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. N0.
UTILITIES IN PLACE.
RECONSTRUCTION PER STD 513 (6-PCC, 6 "CMB).
S -110 -A OR S- 110 -B.
9. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED SURVEYOR
A�CONTRACTOR TO EXPOSE EXISTING LATERAL AND VERIFY ITS
17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND
OR ENGINEER AND CERTIFIED IN WRITING AS TO LINE AND GRADE PER
ELEVATION. IF THE ELEVATION IS FOUND TO BE HIGHER THAN THE
IN FIELD OR FOUND TO BE DEFECTIVE.
APPROVED PLAN AD SUBMITTED TO THE CITY ENGINEER.
PROPOSED LATERAL, THE CONTRACTOR SHALL RAISE THE PROPOSED
18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWQ.
10. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OF ADJACENT
LATERAL'S ELEVATION THERE BY LESSENING THE IMPACT ON THE
NO. S -112.
OWNERS IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION
FROM THE OWNERS OF THE ADJACENT PROPERTIES, AND SUBMITTING A
EXISTING WALL FOOTING. SEE DETAIL "A" THIS SHEET. THE MINIMUM
COPY T THE CITY ENGINEERING DIVISION.
DEPTH OF COVER OVER THE LATERAL SHALL HAVE A MIN. COVER
11. WORK, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION
OF 2.5'. THE CONTRACTOR IS TO CONSULT WITH THE ENGINEER ON
THE FINA
WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO
PROFILE SCALES
HOIZ: 1"=20'
VERT: 1"=2'
L DETERMINATION OF GRADES. CONTRACTOR TO ALLOW 48 PROPERTY OWNERS AND THE TRAVELING PUBLIC.
HOURS FOR ENGINEER'S REVIEW. 12. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE
g CONTRACTOR TO EXPOSE EXISTING SEWER AND VERIFY ITS ELEVATION
STANDARD WATER NOTES 13..
STREET
ALL UNDERGROUND AWORKR SHALL BE COMPLETE TO ANY
PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER IF ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY.
ADJUSTMENTS ARE REQUIRED, ALLOW 48 HOURS FOR ENGINEERS THE FOLLOWING STANDARD WATER NOTES SHALL BE INCLUDED ON ALL IMPROVEMENT 14. ANY LOT CORNER OR OCEMA BM, MONUMENT OR TIE DESTROYED OR
REVIEW. DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A
PLANS FOR THE INSTALLATION OF DOMESTIC WATER SYSTEMS:
LICENSED ENGINEER OR LAND SUR Y
_ A � Tr " -
A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM
VE OR ON A 8 1/2 X 11 PAPER (0NE
SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL RUN.
x
WORK SHALL CONFORM TO THE DISTRICTS "PROCEDURAL GUIDELINES AND GENERAL
15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE
/
DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL ", AS LAST REVISED.
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND APPROVED
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
j
B. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4)
BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING
TRACT 3433
WORKING DAYS BEFORE START OF WORK AT (714) 453 -5300 OR (714) 453 -5615.
PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER SHALL
i
C. APRE- CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED
BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF NATURAL
f
AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 -HOURS PRIOR
DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLETED WITH,
-J c ,
A FULLY EXECUTED, NOTARIZED, AND RECORDED AGREEMENT BETWEEN
WALL / J x
TO START OF WORK.
EFFECTED PARTIES WILL BE EFFECTED.
pl
D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A
16. ALL HAUL ROUTES MUST BE APPROVED BY THE CITY ENGINEER.
CONTRACTOR
MINIMUM 50 -FOOT STATIONING IF THERE ARE NO EXISTING CURBS,
17. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET -DOWN"
69
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E. ANY WATER SERVICE FUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE
CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST.
/
AA MINIMUM OF 72 HRSPRIOR� 0 THE
WRITING THE
SITE QUA COMMENCE ENT OF ANY WORN
A B.
REMOVED COMPLETELY AND RE- INSTALLED AT THE PROPER LOCATION AT NO COST TO
PERIODICALLY, SPILLAGE AND DUST SHALL BE REMOVED FROM THE
THE DISTRICT.
PUBLIC RIGHT -OF WAY BY SWEEPING OR SPRINKLING HOWEVER
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35 +43 CL 8" SEWER N r00 a S ti I
MONTE VISTA AV •- I I .; '.' I \�,, MONACO `TE-RRACE l�s� \ 1 s534�FC 1 5 ok34
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EXIST. EDISON - E- - 2 0X -�1
4 LL1 LOT 22�
Z I o TRAFFIC CONTROL NOTE I 1 2
���" II I1 ALL TRAFFIC CONTROL SHALL BE PER THE w
TRACT 3433 B W I
ro�O �' LATEST ADDITION OF THE "WORK AREA I F ��
TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.). I I \ 1�
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�PLOURDES LN.
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II
EX. BLOCK
WALL & FOOTING IRVINE RANCH WATER DISTRICT
PROTECT IN PLACE COSTA MESA SANITARY DISTRICT
S APPROVAL OF };� Wq FACILITIES
1.33' APPROVED FOR WORK WITHIN MONACO TERRACE
RIGHT -OF -WAY AND LOURDES LANE EASEMENT. 1/ 90t7
_i �yy APR VED BY DATE
COMPACT TO 90% r - -I_�
t� "SEX. PCC JI Ib LI SUPERNSED BY DATE
PLACE 3 SACK SLURP 45' FOOTING D TRICT ENGINEER DATE
BACKFILL REVIEWED BY DATE
e CITY OF COSTA MESA BENCH MARK:
SAND WITH MIN. OF APPROVED FOR WORK WITHIN MONACO TERRACE
SAND EQU. OF 25 OR RIGHT -OF -WAY, ___ __.._ _..__..._.... BENCH MARK:
TBM AT EASTERLY BCR OF NORTH EASTERLY
#4 ROCK. �y A CURB RETURN OF MONACO TERRACE AND
DETAIL A" �� �\�`'! • O V MONTE VISTA AVE. PER STREET PLAN NO.76 -2.1
TC BCR ELEV.= 66.83
NO SCALE 'Im DATE (FOR SEWER CONSTRUCTION ONLY)
J,BSTATION F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING
TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48- INCHES OF COVER
/ Li WILL REQUIRE AN EXTENSION AS PER DRAWING W -8.
\ x G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10- INCHES AND SMALLER, SHALL
BE A MINIMUM OF 42- INCHES BELOW THE FINISHED STREET SURFACE AND 48- INCHES
% BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS.
H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4- INCHES ABOVE
4" GRAVEL THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE
WATERING THAT RESULTS IN MUD IN PUBLIC STREETS IS NOT PERMITTED
AS A SUBSTITUTE FOR OTHER CLEANING METHODS.
18. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION
SHALL CONFORM TO CCM STANDARD NO. 813. BORE UNDER EXISTING
IMPROVEMENTS - TUNNELING IS NOT ALLOWED. NO OPEN EXCAVATIONS
WILL BE ALLOWED OVER NIGHT - BACKFILL OR PLATE.
19. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN,
STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER.
20. "AS BUILT" DRAWINGS SHALL BE SUBMITTED V THE CITY
LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS AS
/ SHOWN ON THE APPROVED PLANS.
/ I. ALL WATER MAINS 6- INCHES THROUGH 12- INCHES SHALL BE CLASS 150, AWWA
X C -900 PVC, UNLESS OTHERWISE NOTED.
(65.09) �6SS J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER
5 61 J �� GS T� �) MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER NOTICE TO CONTRACTOR
65- cS ?2J J r DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN
APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR,
PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
65.22 I i UNLESS A DISTRICT INSPECTOR IS PRESENT. GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE
522i 52 / REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER
STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
0 _ PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
GS GS Y j I;. RET. WALL FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT
65.53 L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION
w TW / ) M. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONS HARMLESS FROM ANY AND ALL LIABILITY , REAL
TW r WATER SERVICES.
65.10 N. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
TW CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. NEGLIGENCE OF DESIGN PROFESSIONAL. ALL EXISTING TOPOGRAPHY
0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. AND PROPOSED GRADES SHOULD BE FIELD VERIFIED BY THE
DROP INLET CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.
6 P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC
- WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE
'- = CONSTRUCTION. UNDERGROUND STRUCTURES
5
SER RET. WALL Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE
MONACO s� (62.51)TC TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN
SEAR RWM °�`� s 6a(62.03)FL (61.56)TC 2.5 NTU AND THE ODOR MUST BE LESS THAT 1.0 TON, NOT TO INCLUDE CHLORINE THE CONTRACTOR BY ACCEPTING THESE PLANS OR
6 CU} & GUtER _ (sl.os)FL ODOR, TO BE ACCEPTABLE.
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED
+ R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C -34 LICENSE OR HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
(62.99)TQ ' EX.i GAS LINE A CLASS A GENERAL CONTRACTORS LICENSE UNDERGROUND UTILITIES OR STRUCTURES SHOWN OR NOT SHOWN AND
(62.48 L / G ` EX. 8" AC WATER S. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC
RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR
�`� - - - - - - - - - - - - - - - - - - - - STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START
- - - - - OF CONSTRUCTION, SHOWN ON RECORDS SUPPLIED. THE CONSTRUCTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
�--- - STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND
- - / AND NOT SHOWN AT THE SITE. IT SHALL BE THE CONTRACTOR'S
_ RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES
- -- - - - - - -- IMMEDIATELY UPON THEIR DISCOVERY. A UTILITY SEARCH BY THE
L) CONTRACTOR SHOULD BE CONDUCTED. UNDERGROUND SERVICE ALERT
�O 1 SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY
DIGGING.
LOT 23
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EXISTING
ASPHALT
_
3 /s" 14
TRACT 3433
GP�
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NOTE TO
CONTRACTOR
-
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THE CONTRACTOR NOTIFY IMPACTED
K
AA MINIMUM OF 72 HRSPRIOR� 0 THE
WRITING THE
SITE QUA COMMENCE ENT OF ANY WORN
A B.
■E
LL BE POSTED IN A CONSPICUOUS MANNER STATING THE DATE, TIME,
DURATIONS TYPE OF WORK THAT WILL BE PERFORMED AND THE NAME AND PHONE COMPACT 90% 1 NOTICE TO CONTRACTOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR // �/
COORDINATION WITH ALL ADJACENT IMPACTED RESIDENCES. PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS
NOTE: SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT VAUD UNLESS THE FOLLOWING IS PERFORMED:
IN KIND PLUS 1" EXTRA AC, COMPACT SUB -GRADE TO 90 %).
OWNER' CURB TO BE SAWCUT AND REMOVED OR REMOVED BACK TO 1. UNDERG QUN SERMC ALERT HA B N CONTACTED AND c
CLOSEST COLD JOINT. HAS PROVIDED INQUIRY I.D.# -91 Ali
SOUTHERN CALIFORNIA EDISON 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN r
INQUIRY I.D. ,f FROM UNDERGROUND SERVICE ALERT
LOS ANGELES 1Y CURB & GUTTER REMOVAL AND REPLACEMENT (1- 800- 422 -4133 AT AST TWO (2) WORKING DAYS
NO SCALE PRIOR TO COMMENC ME OF EXCAVATION
DATE
DESCRIPTION
CIVIL ENGINEER
CJ �UU
Jeff Oviedo &
Asmdi $eS, hx
DATE
CONSULTING ENGINEERS QROFE
3151 Airway Ave. �o �� G
Suite F- 2034<�`�
Costa Mesa, California 92626 W
Phone (714) 662 -0740
Fax (714) 662 -0125 of
SIGN 6'-,U DATE i/ -/0- :.C&0
EWER & WATER SERVICE RELOCATION FOR PROJECT NO.
SCE3
DATE FIRST PLOTTED:
SCE PAULARINO SUBSTATION 10/23,2000
MONACO TERRACE & MONTE VISTA AVE. SHEET OF 1
1 SHEETS
3
7
S
J