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GENERAL NOTES.
I. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM
TO THE CITY OF COSTA MESA STANDARDS. THE CONDITIONS OF APPROVAL AS
APPROVED ON 444ezf -/-1 Ae . 196W. AND SHALL MEET THE APPROVAL OF
THE CITY ENGINEER.
2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN ACCORDANCE
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
(GREEN BOOK) CURRENT EDITION.
3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS. BARRICADES.
AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES. INCLUDING FLAGMEN.
AS MAYBE REQUIRED Br THE CITY�ENGINEER- ALL ITEMS MENTIONED SHALL
BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS AS SPECIFIED IN THE
LATEST EDITION OF THE 'CONSTRUCTION SAFETY\ORDERS.- AND W.A.T.C.H.
FAILURE TO DO SO WILL BE SITED UNDER THE APPILICABLE SECTION OF
THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED.
4. CONTRACTOR SHALL OBTAIN ENGINEERING DIVISION PERMITS PRIOR TO THE
START OF ANY ON- OR OFF -SITE CONSTRUCTION AND REQUEST INSPECTION
FROM THE CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE OF
• PERFORMING ANY WORK. TELEPHONE (714) 754 -5323. THE CONTRACTOR
SHALL MAINTAIN A COPY OF PERMITS AND SIGNED PLANS ON THE JOB SITE.
5. GEOLOGIC AND /OR SOILS REPORTS PREPARED BY
AND DATED . HAVE BEEN REVEIWED AND APPROVED BY THE
BUILDING OFFICIAL INCLUDING ALL SUPPLEMENTS. ADDENDA. AND AMENDMENTS THE
- THERETO ARE INCLUDED BY\REFERENCE. COPIES OF THESE REPORTS ARE ON
FILE AT ALL RECOMMENDATIONS CONTAINED
THEREIN MUST BE FOLLOWED.
4. WORK WITHIN THE PUBLIC RIGHT -OF -WAY. ONCE BEGUN. SHALL BE PROSECUTED
TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVIENENCE
TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC.
i. THE CONTRACTOR SHALL PAY FOR THE INTIAL SOIL AND MATERIALS TESTS
AND ANY\SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED NECESSARY. DUE
TO THE FAILURE OF INITIAL TESTS. AS DETERMINED BY THE CITY ENGINEER.
B. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE.
9. ALL CONSTRUCTION STAKING SHALL BE -0ONE BY A LICENSED ENGINEER AND
CERTIFIED IN WRITING AS TO LINE AND GRADE PER APPROVED PLAN AND
SUBMITTED TO THE CITY\ENGINEER.
10. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNERS
IMJPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNERS
OF THE ADJACENT PROPERTIES. AND SUBMITTING A COPY THEREOF TO CITY
ENGINEERING DIVISION.
It. PERMITS WILL BE REQUIRED FROM THE SAA'74 ANA NE/6N71S WATER C",#v4AY
ORANGE COUNTY SANITATION DISTRICT. & COSTA MESA SANITARY DISTRICT
FOR CONSTRUCTION OF WATER & SEWER IMPROVEMENTS. THE CONTRACTOR SHALL
NOTIFY\EACH 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
12. PAVEMENT AND BASE THICKNESS AS SHOWN ARE BASED ON A PRELIMINARY\
•R- VALUE. DURING CONSTRUCTION A SOILS TEST SHALL BE MADE TO
DETERMINE THE ACTUAL -R- VALUE AND THICKNESS WILL BE ADJUSTED
ACCORDINGLY. TESTS SHALL BE MADE BY A LICENSED SOILS ENGINEER
& APPROVED BY THE CITY ENGINEER.
13. PARKWAY TREES WILL BE PLANTED AND IRRIGATION LINES INSTALLED
INCLUDING RISERS. HEADS. VALVES. AND METERS AS DIRCETED AND
IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF COSTA MESA
DEPARTMENT OF LEISURE SERVICES
W. ALL grgrfT Si1T,30I0G REFERS TO THE CENTER LINE OF THE STREET AND
CURB DATA REFERS TO THE FACE OF CURB.
15 . THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE
ShA' -L 3E 5.6 PERCENT BY DRY WEIGHT. THE EXACT AMOUNT WILL AE
OF70mtACD 8r t"E CITY ENGINEER.
Ito . ALL UHCEnJROUNO WORK SMALL BE COMPLETE PRIOR TU 4#11\ 2JR0ACE WORK
IN THE PUBLIC RIGHT -OF -WAY.
17. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY APPROACHES
SHHLL BE CONSTRUCTED TO THE PROPERTY LINE PER CITY OF COSTA MESA
STANDARD PLANS. LOCATION. TYPE. AND WIDTH ARE TO BE APPROVED BY
THE CITY TRAFFIC ENGINEER.
)8. ANY�LOT CORNER OR OCEMA. BM. MONUMENT OR TIE DESTROYED OR DISPLACED
SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR
SURVEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE
CITY ENGINEER & OCEMA. BY A LICENSED ENGINEER OR LAND SURVEYOR ON
B - 110 PAPER (ONE SIDE ONLY) SHOWING LOCATION & TIES OR-LEVEL RUN.
14. ALL UTILITY TRENCH BACKFILL. MATERIAL. AND COMPACTION SHALL CONFORM
TO CCM STANDARD NO. 801. BORE UNDER EXISTING IMPROVEMENTS - TUNNELING
IS NOT ALLOWED. NO OPEN EXCAVATIONS WILL BE ALLOWED OVER NIGHT -
BACKFILL OR PLATE.
'20 . ALL WORK PERFORMED IN THE PUBLIC RIGHT -OF -WAY SHALL BE PER STREET
IMPROVEMENT PLANS SIGNED BY THE CITY ENGINEER-.68
21. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN. STRAIGHT
LINE AS APPROVED BY THE CITY ENGINEER.
22. 'AS BUILT• DRAWINGS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION
UPON COMPLETION OF IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS.
23• ALL STORM DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA.LACFCD.
AND THE CITY OF COSTA MESA STANDARD PLANS AND MEET THE APPROVAL OF THE
CITY ENGINEER.
24. PIPE BEDDING IN TRENCHES SHALL BE PER L.A.C.F.C.D. STANDARD DRAWING
2D 177. CASE III.
25. ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER de.E./7.A
STANDARD DRAWING 304.
. I DATE
REVISIONS
DESCRIPTION®
FA
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CONTRACTOR
WORK STARTED,
WORK ACCEPTED;
INSPECTED 8Ys
VICINITY MAP,
NTS.
A •((orj
.1-re l�
2(p . ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CONTRACTOR
SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED GRADE AND MAKE
NECESSARY REPAIRS TO THE PAVEMENT.
27 • ALL INSTALLATIONS AND WORK AFFECTING COUNTY PROPERTIES OR FACILITIES
SHALL CONFORM WITH STANDARD SPECIFICATIONS AND WITH THE PROVISIONS OF
THE CONSTRUCTION PERMIT GRANTED BY THE COUNTY. CONTRACTOR SHALL
MAINTAIN A COPY OF SAID PERMIT AND STAMPED PLANS ON THE JOB SITE. USE
OF COUNTY PROPERTY\AND CONFORMANCE WITH THE ABOVE SHALL BE SUBJECT TO
INSPECTION AND APPROVAL BY THE COUNTY'S DULY ASSIGNED INSPECTOR.
COUNTY INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO COMMENCEMENT
OF ANY WORK IN ACCORDANCE WITH PERMIT PROVISIONS.
26. A PERMIT WILL BE REOIMIRED FROM ORANGE COUNTY ENVIRONMENTAL
MANAGEMENT AGENCY.ROR CONNECTION INTO THE EXISTING FLOOD CHANNEL
AND FOR ALL OTHER'WORK WITHIN THEIR JURISDICTION.
M. ATP A✓" =F WAIAO BE�,P AI�TF6 BEE
I. PRIVATE ENGINEER'S NOTICE TO CONTRACTORt
I. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER
OR OTHERS. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN
WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND /OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
` 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS
OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE
JOINING. CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO
VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR
DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR
TO CONSTRUCTION OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS
OF CONSTRUCTION.
5456 OF BEAR /,414S -
- - - 444NTA ANA HE /yNTS NATEP CG"1rJLVY
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REFERENCES
FIELD BOOK PAGE BENCH MARK NO- .W ,50 70 REFERENCE PLANS
ELEYMION• 46.71198 BTANOARD DRAWING N0.
DESCRIPTION, W 7X E SE lW Qc 1NTERSECr /QN Of 6f1S7VL &&.174
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CONSTRUCTION NOTES AND QUANTITIES.
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NO.
ITEM
QUANTITY
UNIT
1.
CONSTRUCT TYPE -C -8• CURB &GUTTER PER C.C.M. STD. DWG. NO. 302 1OVeA2
1227
LF
y (Af /N. ) L,PY./S.UEO -4 B. (e4 A3
2.
CONSTRUCT COMMERCIAL SIDEWALK PER CCM. STD. DWG. N0.402 OVFP
2240
G. F.
4 '(1111N) fkZ4GNEO 4. B. 1"e-449)
3.
CONSTRUCT DRIVEWAY\APPROACH - TYPEll PER. CCM. STD. DWG.NO.504 499£
E4
4.
SAW CUT & REMOVE EX. AC. O /SCE 1( AL' 3'd' feArAy1'ka° ERVE 01 - 4X77FR
131 I
LF
3.3
�AMS'Tr!',C�TG"'8777Ltt' /bYE �!,/ECA'KOLl2� EkdC.f�FLOI•f/`1P�!/EMT�7P
PE�P/11ES.4lGl ✓ Y /p4TE0 *W7,t le 49' le r 6O Ol+W /✓O. 17
34
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6.
CONSTRUCT -V "r//1GC AS ?/•/ALT /C CONCRETE PAVEMENTOYER 2/ "
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3. F.
CONSTRUCT 15- VCP. SEWER.
/'i70
LF
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CONSTRUCT STD. MANHOLE PER CMSD. STANDARD DRAWING NO. 5 -100
7
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AscEAA' avr"lsrlh C MA! ¢`REA2A65 L✓/TN CH.3Q STP. PIN.
I
EA
PER et-14P .STD PW4l7 A/O. ,5 - /400
11:
CONSTRUCT STD. MANHOLE PER. CMSD• STD. DRAWING NO S -100 OVER EX.
1
EA
SEWER & CONN. 8- VCP. BENCH & MAKE GOOD TO ENGINEERS SATISFACTION.
r2.
BeEAe W1r A6r11WS AIN AND REPLACE !✓ /TN eNSD STD. Af// PLR
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19 60TH ENDS
13.
EXISTING 8* VCP. SEWER TO BE REMOVED & REPLACED WITH 18' VCP.
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PLANS PRER4RED Y: SECT /ON kA ' - 6R/SToL STREET ..,
VAN DELL AND ASSOCIATES, INC. N.T�
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RuMREro�m LAW KArReMR
17801 CMTWPANT Rw MIMNE. w 4:714 16335 //- - /Z -B4 '
WE A (744474 -AW RCP NO. DATE
DESIGNED BY, B PA44C /� T CHECKED BY• c/ FeEEPM4k DATE
DRAWN BY• FR/!7H CHECKED BY\, �/ FRFEMAA/
RECOMMENDED BY, RIGHT OF MAY ACQUIRED•
AbST• CITY ENGINEER RIGHT OF WAY AGENT
AFPROVED BY•
LG - c:;O`-t - �J
STREET. SEWER. MATER. $MEET
b STORMDRAIN Iw
SANTA ANA AYE. BRISTOL TITLE SHEET• PLAN
NUMBER
CITY OF COSTA MESA
DEPARTMENT OF ENGINEERING SERVICES L L
STREET.SEWER.WATER.& S.D. TITLE SHT. - 500C26.1167PF• 16804 157 23-Av$ -84 14.55 1 168.04.01 -1.•
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