S-80-8.1-8.6■ _ _ _
I
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY AP- J
6.
4
J W
1
ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET.
GENERAL NOTES
STREET AND STORM DRAIN NOTES SEWER NOTES
1. ALL WORK OTHER THAN STORM DRAIN WORK SHALL CONFORM TO THE CITY OF I. THE SEWER SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF THE CITY DISTRICT.
ENGINEER. ALL STORM DRAIN WORK SHALL CONFORM TO THE L.A.C.F.C.D. 2.160 V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER
STANDARD PLANS AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER MAIN TO THE PROPERTY LINE FOR EACH LOT
TYPICAL SECTIONS
W
NO SCALE
WIMBLEDON WAY
DEEDEE DRIVE
SAN JOSE AVENUE 11L
23' 23' E 33' i PUBLIC
- to is
3' 3' EASEMENT
3 el(TYP. )
2% 2• /a
UNTREATED `
i 5 BASE
\6 -AB•
CONSTRUCT 4" A.C/6" A.B.
TYPI AL 46' RIGHT OF WAY WITH MC40 PRIMECOAT.
NO SCALE
KINGS COURT(PRIVATE)
QUEENS COURT (PRIVATE)
BEAR STREET
3�
W
11. W
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY AP- J
6.
ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW
J W
2.
ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET.
3. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT
PUBLIC 1 I 25'
25'
I PUBLIC
7.
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING
4
UTILITY T13
THE COSTA MESA PARK DIRECTOR.
UTILITY
3.
PAVING AND BASE SECTION LISTED IN THE QUANTITY ESTIMATE ARE FOR
PLAN INDICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION
s'
EASEMENT 20'
20 s'
3' EASEMENT
BIDDING PURPOSES ONLY AND ARE SUBJECT TO REVISION UPON RECEIPT
FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
1
'1 °
4P
"(TYP1
CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 46 HOURS Q
OF SOIL TESTS.
4. MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED BY
2/°
2 %O
12
4.
CURB DATA REFERS TO THE FACE OF THE CURB.
ASSOCIATED CONCRETE PRODUCTS. INC.. OR APPROVED EQUAL.
I - - - - -
*J�e
- - - - 5
4 "UNTREATED
5.
A. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WITH THE REQUIRE-
5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-1270
BARRICADES. AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES.
BASE
MAINLINE'. OR APPROVED EQUAL.
MENTS OF THE CITY OF COSTA MESA PARK SUPERINTENDENT.
OR APPROVED EQUAL.
. .UNOER
I CURB E Gu772R
CONSTRUCT 4"
PR MECOAT B
i
INCLUDING FLAGMAN. AS MAY BE REQUIRED BY THE ENGINEER. ALL
10.
IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT.
3
NO SCALE
WIMBLEDON WAY
DEEDEE DRIVE
SAN JOSE AVENUE 11L
23' 23' E 33' i PUBLIC
- to is
3' 3' EASEMENT
3 el(TYP. )
2% 2• /a
UNTREATED `
i 5 BASE
\6 -AB•
CONSTRUCT 4" A.C/6" A.B.
TYPI AL 46' RIGHT OF WAY WITH MC40 PRIMECOAT.
NO SCALE
KINGS COURT(PRIVATE)
QUEENS COURT (PRIVATE)
BEAR STREET
3�
W
11. W
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY AP- J
6.
ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW
J W
B. PARKWAY TREES WILL BE PLANTED AND IRRIGATION LINES INSTALLED
W
FINISH GRADE.
INCLUDING RISERS. HEADS. VALVES. AND METERS AS DIRECTED BY
7.
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING
THE COSTA MESA PARK DIRECTOR.
OF STREETS.
PROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF A
6.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
8.
THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO
R
CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 46 HOURS Q
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONS /979 EO /T /ON
S44.4446Y SMAWr
FINISH GRADE AFTER STREET SURFACING IS COMPLETED.
( "GREEN BOOK ").
9.
CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINTS. MECH-
PUBLIC I
7.
CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS.
ANICAL COMPRESSION JOINTS SHALL BE "WEDGE - LOCK ". "SPEED -SEAL
ur1ETr ��
EASEMENT 3 S'
BARRICADES. AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES.
MAINLINE'. OR APPROVED EQUAL.
I
Q W
W
i
INCLUDING FLAGMAN. AS MAY BE REQUIRED BY THE ENGINEER. ALL
10.
IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT.
3
ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT RE-
MORTAR OR GROUT BE PERMITTED.
I
4. A
QUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF THE " CONSTRUC-
11.
CAST IRON PIPE SHALL BE CLASS 150 OR HEAVIER WITH HOT DIP BI-
5
Q
'TION SAFETY ORDERS ". FAILURE TO DO SO WILL BE CITED UNDER APPLI-
TUMINOUS COATING AND APPROVED MECHANICAL JOINTS.
6 Ae)?C.4 ?'
I UNOERC.�G.
R TRI T E E l
CABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY
12.
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE SANI-
WILL BE CHARGED.
STREET LIGHTS TO BE INSTALLED PER -CITY OF COSTA M-,SA STANDARD 5
TART DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK.
A BOND WILL BE POSTED AT THE COMPLETION OF PROJECT FOR 10X OF t
8.
CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM
pp
TELEPHONEt 754 -5100.
CITY ENGINEERING DEPARTMENT TO BE MADE 48 HOURS IN ADVANCE OF
13.
PERMITS FOR SEWERS SHALL BE OBTAINED FROM THE STREET DEPARTMENT,
ry� �
PERFORMING'ANY WORK. TELEPHONEt 754 -5323.
CITY OF COSTA MESA. 77 FAIR DRIVE. TEL. 754 -5307.
9.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AG-
14.
WORK NOT DONE IN THE PRESENCE OF THE DISTRICT ENGINEER AND /OR
�NQ w
GREGATE SHALL BE 5.6% BY DRY WEIGHT. THE EXACT AMOUNT WILL BE
AGENT IS SUBJECT TO REJECTION.
DETERMINED BY THE CITY ENGINEER.
WATER NOTES:
`..,
14. S
STREET NAME SIGNS TO BE INSTALLED BACK OF CURB OR ON BRACKET B
10.
CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND MATERIAL TESTS
s• "Q
I.
WATER MAINS TO BE INSTALLED ACCORDING TO THE 1980 STANDARDS AND
SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PKIOR TO
AND ANY SUBSEQUENT SOILS AND MATERIALS TESTS DEEMED NECESSARY
MOUNTED ON STREET LIGHT POLE, PER CITY OF COSTA MESA STANDARD F
SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT
2E-
BY THE CITY ENGINEER.
ND ScA
2.
CONTRACTOR TO HAVE ON JOB SITE COPY OF 1980 STANDARD SPECS AT
W
NO SCALE
WIMBLEDON WAY
DEEDEE DRIVE
SAN JOSE AVENUE 11L
23' 23' E 33' i PUBLIC
- to is
3' 3' EASEMENT
3 el(TYP. )
2% 2• /a
UNTREATED `
i 5 BASE
\6 -AB•
CONSTRUCT 4" A.C/6" A.B.
TYPI AL 46' RIGHT OF WAY WITH MC40 PRIMECOAT.
NO SCALE
KINGS COURT(PRIVATE)
QUEENS COURT (PRIVATE)
BEAR STREET
3�
W
11. W
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY AP- J
J W
W
ALL TIMES.
PROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF A
3. C
CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 46 HOURS Q
Q S
S44.4446Y SMAWr
COSTA MESA STANDARD PLANS. LOCATION, TYPE. AND WIDTH ARE TO BE
APPROVED BY THE CITY TRAFFIC ENGINEER. Q
PRIOR TO CONSTRUCTION. (PHONES 714/631 -1200 OR 714/754 - 5398).
Q W
W
12. A
ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK 4
4. A
ALL PLAN CHECK. INSPECTION AND ENGINEERING DEPOSITS WILL BE MADE 0
0 S
SANTA C[4x3t C /A'Y1f Q
Q
IN THE PUBLIC RIGHT OF WAY. 0
R TRI T E E l
l
TRACT
13. S
STREET LIGHTS TO BE INSTALLED PER -CITY OF COSTA M-,SA STANDARD 5
5. A
A BOND WILL BE POSTED AT THE COMPLETION OF PROJECT FOR 10X OF t
ti 1
1027 W iC p
pp
DWG. NO. 701. THE FINAL LOCATIONS SUBJECT TO THE CITY ENGINEER'S r
ACTUAL COST AND WILL BE HELD FOR ONE YEAR.
ry� �
APPROVAL. u
6. R
REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS••WILL P
PROJECT
�NQ w
14. S
STREET NAME SIGNS TO BE INSTALLED BACK OF CURB OR ON BRACKET B
BE 10' HORIZONTAL 3' VERTICAL. S
SITE s
s• "Q
7. S
SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PKIOR TO
FA /?V /EYY RDAO
MOUNTED ON STREET LIGHT POLE, PER CITY OF COSTA MESA STANDARD F
THE INSTALLATION OF WATER METERS AND BOXES. /
N'S'6ON•CUR13 A
8. I
INSTALL BACKFLOW DEVICE A
/�
AS P
15. S
STAMP N
RULES AND REFjI/LAT/O/VS.
16. A
ANY CITY BENCHMARK. MONUMENT. OR TIES THAT ARE DESTROYED OR 3
3[AL6a��2��
DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. ANY CHANGE 9
9 A
ALL WATER MAINS SHALL HAVE 316' MINIMUM COVER TO FINISH GRADE. T
TRACT 1 0 2 7 5
IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER U
UNLESS OTHERWISE NOTED._ 3
3
'
10. R
RAISE ALL EXISTING GATE VALVES TO GRADE. 1
BY A LICENSED SURVEYOR ON 8.5 X 11 LOOSE LEAF PAPER (ONE SIDE 1
1
ONLY) SHOWING LOCATION AND TIES. OR LEVEL RUN. I
11. A
ALL WATER MAINS WILL BE TESTED AT 225 P.S.I.FOR FOUR HOURS.
I°4 L
L1 is/ A0595B 57 5G 310 3
35 3
17. P
PROTECT ALL EXISTING UTILITIES IN PLACE. 2
12. B
BACKFILL MATERIAL SHALL HAVE A SAND EOUIVALANT OF 30 OR GREATER W
W x 5
37 j
j0 :
:Xi
18• B
BEDDING FOR R.C.P. IN TRENCHES SHALL BE PER L.A.C.F.C.D. 1
13. B
BACKFILL SHALL BE COMPACTED TO MINIMUM OF 90yOF THE MAXIMUM -
2 w
w 54 3
STANDARD 2D 177, CASE III. D
DENSITY. CONTRACTOR TO PROVIDE TEST RESULTS TO THE MESA CONSOLIDATED Q
Q V
Ix 3
c IM.4.*311 S
ST7
WATER DISTRICT. 1
1 1 3 5 fo 7 3
3031
19. A
ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER .
352 4
29�F 3
14. I
IRRIGATION SERVICE AND METERS SHALL BE INSTALLED PER MESA
.61 «
L.A.C.F.C.D. STANDARD DRAWING 2D 175. C
CONSOLIDATED WATER DISTRICT STANDARDS. LOCATION TO BE PER 1
1514 /3 /2 // /0 9ce. 0 4
2B.
20. A
ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CON- L
LANDSCAPE DEVELOPMENT PLANS. 2
2 NN G
G u aN.f2a 49 2
43 2
27
27
44
TRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED 4
NS. C
CHIP 2" 'N' IN CURB FACE TO IDIENT /FY WATER SERVICE LOCATION. �
4B 2
26
N
GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT. w
w A
24 3 47 I
.�.
NO. I DATE
_1 /7 / Iq 2D 46
4
A;
.1 .) 7\,
CONSTRUCTION
TES
NO. ITEM AMOUNT UNIT
I. CONST. 4" A.C. OVER 6" A.B. W /M.C. 70 PRIMECOAT. 76400 5.F
2. CONST. TYPE "C -8" CURB & GUTTER PER C.C.M. STD. 302. 11580 L.F.
3. CONST. TYPE "C -6" CURB 6 GUTTER PER C.C.M. STD. 302. 11053 L.F.
4. CONST. TRANSITION FROM TYPE "C -8" TO TYPE "C -6" C&G. 121 L.F.
5. CONST. SIDEWALK PER C.C.M. STD. 401. 15,710 .6. )r
6. CONST. FIRE HYDRANT FLARE PER C.C.M. STD. 403. 84 5.F.
7. CONST. MAILBOX CUT OUTS PER C.C.M. STD. 407. 64 EA
8. CONST. WHEELCHAIR RAMP PER C.C.M. STD. 507. G EA
9. CONST. DRIVEWAY APPROACH W /DEPRESSED CURB PER
C.C.M. STD. 303 AND 503. W -l1o' UNLESS 0?HERWk6E NOTED S,IGB S.F.
10. INSTALL STREET LIGHT PER C.C.M. STD. 701 (1000),-WATTS 7 EA.
11. INSTALL STREET NAME SIGN PER C.C.M. STD. 606. 5 EA
12. INSTALL SURVEY MONUMENT PER C.C.M. STD. 603. 2 EA
13. CON-4r CR055 GUTTER PER C.C.M. STD. 405 1 1490 5F
/5 REMOVE' E REPLACE EXISTING PPIIEMENT Ok.Fq SEWER
/6 /NSYALL STOP S/!i/V / 4W -
SANITARY SEWER
21. CONST. 8" V.C.P. SEWER MAIN. /,758 L.F.
22. CONST. 8" CLASS 150 OR HEAVIER C.I.P. (W /HOT DIP
BITUMINOUS AND APPROVED MECHANICAL JOINTS). SEWER
MAIN (LENGTH AS SHOWN) CENTERED UNDER WATER MAIN.
23. CONST. 6" V.C.P. SEWER LATERALS. 79.6 L.F.
24. CONST. 48" I.D. SEWER MANHOLE. 9 EA.
26. CONST. 6" V.C.P. SEWER LATERALS WITH 10 L.F. 6" C.I.P.
CENTERED ON WATER MAIN. 0AICLL40,65 32D L.F. G' C L /? ;070 L.F.
WATER
31. CONST. $" A.C.P. WATER MAIN PER M.C.W.D. RED. (CL150). /,9 98 L.F.
32. CONST. WATER SERVICE PER M.C.W.D. STD. 1. 64 EA
33. INSTALL 8" BUTTERFLY VALVE RT X FLG. 4 EA.
34. INSTALL FIRE HYDRANT PER M.C.W.D. STD. DWG. 4. 4 EA.
35. INSTALL BLOW -OFF AS PER 'M.C.W.D. STD. DWG.# 9. / EA.
3&. 611S7ALL 12 "727 B" A:2F0 A0RA? / EA.
37 /NSYALL 90 °ELLS RT. x RT. 4 EA.
38. INSTALL 2" LANDSCAPE WATER SERVICE PER STD. DWG, 2. EA.
39. INSTALL 2" LANDSCAPE METER AND BOX PER STD. DWG. 3. _ EA
40. INSTALL 5/8" METER AND 8CW PER STD. DWG. 3. 614 EA.
STORM DRAIN
42. INSTALL 18" R.C.P. 1500 -D (BEDDING PER L.A.C.F.C.D.
STD. 2- D177). 22B L.F.
45. CONST. C.B. NO. 1 PER L.A.C.F.C.D. STD. 2 -D160 WITH
LOCAL DEPRESSION 2- D415 -2 ". / EA.
I I
INDEX MAP PREPARED UNDER THE SUPERVISION OF:
c ri"sa 9114 /A
N R LINDGfWN RCE 20953 AT
MESA CONSOLIDATED WATER DISTRICT COSTA MESA SANITARY DISTRICT NOTICE' TO CONTRACTOR UNDERGROUND STRUCTURES
1965 PLACENTIA AVENUE (714) 631 -1200 CONTRACTOR AGREES THAT HE SHALL 'ASSUME SOLE AND COMPLETE RESPON- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR VAN DELL AND ASSOCIATES. INC.
COSTA MESA CALIFORNIA (714) 754 -5398 TRACT NO. 10275 SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- STRUCTURES SHOWN HEREON WERE OBTAINED BY A SEARCH OF AVAILABLE CIVIL ENGINEERS
92627 APPROVED BYE
M.C. 548 TION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROP- RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
ERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS SURVEYORS LAND PLANNERS
'c��'f`OC LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE I&
DATES G /��,7/�,� Y ATE %j' -Bp DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS UTILITY LINES SHOWN AND ANY OTHER LINES NOT RECORDED OR NOT
�� FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH SHOWN ON THESE PLANS. 2212 DU PONY DRIVE IRVINE. CA. 92715
ENSINEE 0 LD E. ST S. DISTRICT ENGINEER THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
J� NA',RCB 2<.02o ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SUITE "A" (714) 833 -3522
REVISIONS CONTRACTOR REFERENCES DESIGNED BY' JWD. 9179 CHECKED BY, D R.L. 228.79 STREET, SEWER. WATER AND STORM DRAIN PLANS FOR
DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO. L C M,. /4 REFERENCE PLANS DRAWN BYt C.eB 9 -8 -79 CHECKED BY• J.W.D. /2-28-79 T R A T /� SHEET
ELEVATION• 31.40 STANDARD DRAWING NO. 301 20.6,41(0/ 403 I I \ / \ C I N 0 1 0 2 7 19on OF c
DESCRIPTION. 4 CENTER 405 407 503, 501 G03, b04, 70/ RECOMMENDED Sri RIGHT OF MAY ACQUIRED, o V
/ PER TRACT MAP TITLE S H E E T ��
WORK STARTEOo HEADWALL NORTHS /DE OF {- It�1`i)-vrL� ll( /8�b'D PLAN
WORK ACCEPTED, N41NTZ 11V6ER AT FLOOD ASST. CITY ENGINEER RIGHT OF WAY AGENT NUMBER
INSPECTED BY• CONTROL CNArvNEL WE5'TOF APPROVED BY'
C I T Y O F COSTA M E S A �'/DATE CITY ENGINEER
DEPARTMENT OF ENGINEERING SERVICES ,
779 BO 2414.6.110275 182/15-Aug -74 04.35 NI/125.051
I I
INDEX MAP PREPARED UNDER THE SUPERVISION OF:
c ri"sa 9114 /A
N R LINDGfWN RCE 20953 AT
MESA CONSOLIDATED WATER DISTRICT COSTA MESA SANITARY DISTRICT NOTICE' TO CONTRACTOR UNDERGROUND STRUCTURES
1965 PLACENTIA AVENUE (714) 631 -1200 CONTRACTOR AGREES THAT HE SHALL 'ASSUME SOLE AND COMPLETE RESPON- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR VAN DELL AND ASSOCIATES. INC.
COSTA MESA CALIFORNIA (714) 754 -5398 TRACT NO. 10275 SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- STRUCTURES SHOWN HEREON WERE OBTAINED BY A SEARCH OF AVAILABLE CIVIL ENGINEERS
92627 APPROVED BYE
M.C. 548 TION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROP- RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
ERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS SURVEYORS LAND PLANNERS
'c��'f`OC LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE I&
DATES G /��,7/�,� Y ATE %j' -Bp DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS UTILITY LINES SHOWN AND ANY OTHER LINES NOT RECORDED OR NOT
�� FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH SHOWN ON THESE PLANS. 2212 DU PONY DRIVE IRVINE. CA. 92715
ENSINEE 0 LD E. ST S. DISTRICT ENGINEER THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY
J� NA',RCB 2<.02o ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SUITE "A" (714) 833 -3522
REVISIONS CONTRACTOR REFERENCES DESIGNED BY' JWD. 9179 CHECKED BY, D R.L. 228.79 STREET, SEWER. WATER AND STORM DRAIN PLANS FOR
DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO. L C M,. /4 REFERENCE PLANS DRAWN BYt C.eB 9 -8 -79 CHECKED BY• J.W.D. /2-28-79 T R A T /� SHEET
ELEVATION• 31.40 STANDARD DRAWING NO. 301 20.6,41(0/ 403 I I \ / \ C I N 0 1 0 2 7 19on OF c
DESCRIPTION. 4 CENTER 405 407 503, 501 G03, b04, 70/ RECOMMENDED Sri RIGHT OF MAY ACQUIRED, o V
/ PER TRACT MAP TITLE S H E E T ��
WORK STARTEOo HEADWALL NORTHS /DE OF {- It�1`i)-vrL� ll( /8�b'D PLAN
WORK ACCEPTED, N41NTZ 11V6ER AT FLOOD ASST. CITY ENGINEER RIGHT OF WAY AGENT NUMBER
INSPECTED BY• CONTROL CNArvNEL WE5'TOF APPROVED BY'
C I T Y O F COSTA M E S A �'/DATE CITY ENGINEER
DEPARTMENT OF ENGINEERING SERVICES ,
779 BO 2414.6.110275 182/15-Aug -74 04.35 NI/125.051
I