S-79-8.1-8.4_ _ _ _ _ _ _
GENERAL NOTES
STREET AND STORM DRAIN NOTES SEWER NOTES TYPICAL SECTIONS
1• ALL WORK OTHER THAN STORM DRAIN WORK SHALL CONFORM TO THE CITY OF 1. THE SEWER SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
COSTA MESA STANDARDS AND SHALL MEET THE APPROVAL OF THE CITY DISTRICT.
CONSTRUCTION NOTES
ENGINEER. ALL STORM DRAIN WORK SHALL CONFORM TO THE L.A.C.F.C.D. 2. 6" 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.
2. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET. 3. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A'PLOT
3. PAVING AND BASE SECTION LISTED IN THE QUANTITY ESTIMATE ARE FOR PLAN INDICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION
BIDDING PURPOSES ONLY AND ARE SUBJECT TO REVISION UPON RECEIPT FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION.
a
OF SOIL TESTS. 4. MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED BY' ��TM } 25• 2s' 4 tITILITY
IIEAscMENT r
4. CURB DATA REFERS TO THE FACE OF THE CURB. ASSOCIATED CONCRETE PRODUCTS. INC.. OR APPROVED EQUAL. 20' S�
5. A. PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WITH THE REQUIRE- 5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-1270
MENTS OF THE CITY OF COSTA MESA PARK SUPERINTENDENT. OR APPROVED EQUAL. ,• I Z%--- I i
6• ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW _ - 4 BaSI
B. PARKWAY TREES WILL BE PLANTED AND IRRIGATION LINES INSTALLED FINISH GRADE. J
INCLUDING RISERS. HEADS, VALVES. AND METERS AS DIRECTED BY 7. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING 7YPICAL'0'RtGNT -OF -WAY
THE COSTA MESA PARK DIRECTOR. OF STREETS.
4' 440t* Z -7a PiJine
NO SCALE • 'j
6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD 8. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO
SPECIFICATLONS. FOR PUBLIC WORKS CONSTRUCTION, DATED JANUARY FINISH GRADE AFTER STREET SURFACING IS COMPLETED.
WIMBLEDON WAY
1976• ( "GREEN BOOK "). 9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINTS. MECH-
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, ANICAL COMPRESSION JOINTS SHALL BE "WEDGE - LOCK ". "SPEED -SEAL
BARRICADES. AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES. MAINLINE ". OR APPROVED EQUAL. J - •`
INCLUDING FLAGMAN. AS MAY BE REQUIRED BY THE ENGINEER. ALL 10. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT. Ir
ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT RE- MORTAR OR GROUT BE PERMITTED.
QUIREMENTS AS SPECIFIED.IN THE LATEST EDITION OF THE "CONSTRUC 11. CAST IRON PIPE SHALL BE CLASS 150 OR HEAVIER WITH HOT DIP BI- i
UTILITY J, 1 "LtC
TION SAFETY ORDERS ". FAILURE TO DO SO WILL BE CITED UNDER APPLI- TUMINOUS COATING AND APPROVED MECHANICAL JOINTS. ,IEasEMENT 1e, 18• sI a EASEMENT
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.i- TARY DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK. ,. I fl Y "JCfYP)
8. CONTRACTOR SHALL OBTAIN A PERMIT AND REQUEST INSPECTION FROM 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:
PERFORMING ANY WORK. TELEPHONEt 754 -5323. ANA,8 C7YE)
CITY OF COSTA MESA. 77 FAIR DRIVE. TEL. 754 -5307. s +•
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 TYP►CAL 46'RiGiiT -OF -War L'or3i.rlc¢'XJ 6"'iI�B.
GREGATE SHALL BE 5.6% BY DRY WEIGHT. THE EXACT AMOUNT WILL BE AGENT IS SUBJECT TO REJECTION.' NDSYALE lt/d�i l?GTOfi- i/�te,(of
M W ATE R N O T E S '
10. CONTRACTOR SHALL PAY FOR THE INITIAL SOIL AND T
DETERMINED BY THE CITY ENGINEER.
MATERIAL TESTS WINDSOR COURT(PRIVATE)
AND ANY SUBSEQUENT SOILS AND MATERIALS TESTS DEEMED NECESSARY 1• WATER MAINS TO BE INSTALLED ACCORDING TO THE T974 STANDARDS AND
BY THE CITY ENGINEER.
SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. KINGSTON STREET(PRIVATE)
11. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED. THE DRIVEWAY AP-
• 2. CONTRACTOR TO HAVE ON JOB SITE COPY OF 1974 STANDARD SPECS AT '
PROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF ALL TIMES.
COSTA MESA STANDARD PLANS. LOCATION. TYPE, AND WIDTH ARE TO BE 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS 5� 1(._
APPROVED BY THE CITY TRAFFIC'ENGINEER. PRIOR TO CONSTRUCTION. (PHONE: 714/631 -1200 OR 714/754- 5398). 777 111 111 /
4. ALL PLAN CHECK. INSPECTION AN
. ALL UNDERGROUND WORK SHAL L
I D ENGINEERING DEPOSITS WILL BE MADE
12 BE
COMPLETE PRIOR T 0 ANY SURFACE WORK
TO- SIGNATURE OF A R
IN THE PUBLIC RIGHT OF WAY. PRIOR SST.- GENERAL MANAGER
l l
13. STREET LIGHTS TO BE INSTALLED PER CITY OF COSTA MESA STANDARD 5. A BOND WILL BE POSTED AT THE COMPLETION OF PROJECT FOR 10/ OF .
DWG. NO. 701. THE FINAL LOCATIONS SUBJECT TO THE CITY ENGINEER'S ACTUAL COST AND WILL BE HELD FOR ONE YEAR. +
APPROVAL. 6. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL
14. STREET NAME SIGNS TO BE INSTALLED BACK OF CURB OR ON BRACKET BE 10' HORIZONTAL 3' VERTICAL.
MOUNTED ON STREET LIGHT POLE. PER CITY OF COSTA MESA STANDARD
7• SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO
, <
DWG. NO. 606. r THE INSTALLATION OF WATER METERS AND BOXES. ( N M A "P
15. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS.
B. INSTALL BACKFLOW DEVICE AS PER MESA CONSOLIDATED WATER DISTRICT,,
16 ANY CITY BENCHMARK. MONUMENT. OR TIES THAT ARE DESTROYED OR RULES 8 REGULATIONS. --
DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. ANY CHANGE 9. ALL WATER MAINS SHALL HAVE 3'-66 MINIMUM COVER TO''FINISH GRADE'
•...... ,
UNLESS OTHERWISE NOTED. ° R .. 027
IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER i , h,' -.v I I.•s.: S
10• RAISE ALL EXISTING GATE VALVES TO GRADE.
BY A LICENSED SURVEYOR ON 8.5 X 11 LOOSE LEAF PAPER (ONE SIDE �I ,Ili
11 ALL WATER MAINS WILL BE T
ING 2D 177. CASE I II . e ` III+ ce
19• ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER
L.A.C.F.C.D. STANDARD DRAWING 2D 175. 10s
NO SCALE Le
20. ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CON- 4 U `
I2 45
TRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED } < �g>y�0 y "'N "� 3y7
�+I n % T7 n 57 . -.
GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT. y1f ¢"�' � G 4 z °
Q 4 2 I qFA 31R 3 w
W 15 42 4/ 40 39 39 37 3y 4 2
ctAq GAMS
i j1 w 4`
21 22 23 24 25 26 27 8 29
RA
T CT �
PROJECT ro�(
o /
C 1 2 78 T
' S I T E FAIRVIEW ROAD F FAIRVIEW ROAD .
ITEM AMOUNT UNIT
1. CONST. 4" A.C. OVER 6" A.B. W /M.C. 70 PRIMECOAT. &9 4&Z 6.F
2. CONST. TYPE "C -8" CURB b GUTTER PER C.C.M. STD. 302. 902 G.F
3. CONST. TYPE "C -6" CURB b GUTTER PER C.C.M. STD. 302. 4548 &,i-
14. CONST. TRANSITION FROM TYPE "C -8" TO TYPE "C -6" C&G. 147 L.F
5. CONST. SIDEWALK PER C.C.M. STD. 401. 11,219 5.F
6. CONST. FIRE HYDRANT FLARE PER C.C.M. STD. 403. 64 SF-
7. CONST. MAILBOX CUT OUTS PER C.C.M. STD. 407. 57 EA.
B. CONST. WHEELCHAIR RAMP PER C.C.M. STD. 507. 4 EA.
9. CONST. DRIVEWAY APPROACH W /DEPRESSED CURB PER 6,260 5F
C.C.M. STD. 303 AND 503. W = /G' IJAILE-45 6T14EAlW /5E NOTED
10. INSTALL STREET LIGHT PER C.C.M. STD. 701 (100 WATT). // EA.
11. INSTALL STREET NAME SIGN PER C.C.M. STD. 606. .3 EA.
12. INSTALL SURVEY MONUMENT PER C.C.M. STD. 603. 2 EA.
l3. IN57ALL 57REE7' 116N7' PER C.C/✓1 5-rV. 70/ C25o WA77."). 3 EA.
SANITARY SEWER
21. CONST. 8" Y.C.P. SEWER MAIN. 1904 G.F
22. CONST. 8" CLASS 150 OR HEAVIER C.I.P. (W /HOT DIP 3o L.F
BITUMINOUS AND APPROVED MECHANICAL JOINTS). SEWER
MAIN (LENGTH AS SHOWN) CENTERED UNDER WATER MAIN.
23. CONST. 6" V.C.P. SEWER LATERALS. 597 L.F
24. CONST. 48" I.D. SEWER MANHOLE. 17 EA.
25. STUB AND PLUG 8" V.C.P.
26. CONST. 6" V.C.P. SEWER LATERALS WITH 10 L.F. 6" C.I.P. 940 L.E
CENTERED ON WATER MAIN. (WeLL/DES 2704.E G "L'.LG)
WATER
31• CONST. 8 "/ A.C.P. WATER MAIN PER M.C.W.D. RED. (CL150). 1975 L.F
32. CONST. WATER SERVICE PER M.C.W.D. STD. 1 TYPE "B ". 57 EA
33. INSTALL 8" BUTTERFLY VALVE RT X FLG. 5 EA.
34. INSTALL FIRE HYDRANT PER M.C.W.D. STD. DWG- 5. 4 EA
35• INSTALL BLOW -OFF AS PER DIST. STD. DWG. a7.
3Ao. INSTALL A° F46. A Al-6. A A"r TEE / £A
37 INSTALL 8" RT. QT. x FL6. TEE / EA
STORM DRAIN
41• INSTALL,36" R.C.P. 1000 -D (BEDDING PER L.A.C.F.C.D.
STD. 2- D177).
42• INSTALL 18" R.C.P. 1500 -D (BEDDING PER L.A.C.F.C.D.
STD. 2 -D177) •
43. CONST. M.H. NO. 2 PER L•A.C.F.C.D. STD. 2 -D184. 2 EA.
44. CONST. J.S. N0. 2 PER L•A.C.F.C.D. STD. 2 -D112. / EA.
45. CONST. C.B. NO. 1 PER L.A.C.F.C.D. STD. 2 -D160 WITH 4 EA.
LOCAL DEPRESSION 2-D415 -2 ".
46. SEAL END OF 18" R.C.P. WITH 2 COURSES OF BRICK b MORTAR. / EA.
47. CONST CONCRETE COLLAR PER L.A.C.F.C.D. STD. 2-D 393. 2 EA,
VICINITY MAP TRACT 10 278 3
PREPARED UNDER THE SUPERVISION OF
&9Y5 .8!61-5
20953 DA7E . I
MESA CONSOLIDATED WATER DISTRICT C
ONLY) SHOWING LOCATION AND TIES, OR LEVEL
RUN.
ESTED Al 225 P.5•I.F'OR
FOUR HOURS.
I
17.
PROTECT ALL EXISTING UTILITIES IN PLACE.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- T
THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR
18.
FOR R.C.P. IN TRENCHES SHALL BE PER L A C
F C D STANOARd DRAW -
A•
��'
ING 2D 177. CASE I II . e ` III+ ce
19• ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER
L.A.C.F.C.D. STANDARD DRAWING 2D 175. 10s
NO SCALE Le
20. ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CON- 4 U `
I2 45
TRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED } < �g>y�0 y "'N "� 3y7
�+I n % T7 n 57 . -.
GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT. y1f ¢"�' � G 4 z °
Q 4 2 I qFA 31R 3 w
W 15 42 4/ 40 39 39 37 3y 4 2
ctAq GAMS
i j1 w 4`
21 22 23 24 25 26 27 8 29
RA
T CT �
PROJECT ro�(
o /
C 1 2 78 T
' S I T E FAIRVIEW ROAD F FAIRVIEW ROAD .
ITEM AMOUNT UNIT
1. CONST. 4" A.C. OVER 6" A.B. W /M.C. 70 PRIMECOAT. &9 4&Z 6.F
2. CONST. TYPE "C -8" CURB b GUTTER PER C.C.M. STD. 302. 902 G.F
3. CONST. TYPE "C -6" CURB b GUTTER PER C.C.M. STD. 302. 4548 &,i-
14. CONST. TRANSITION FROM TYPE "C -8" TO TYPE "C -6" C&G. 147 L.F
5. CONST. SIDEWALK PER C.C.M. STD. 401. 11,219 5.F
6. CONST. FIRE HYDRANT FLARE PER C.C.M. STD. 403. 64 SF-
7. CONST. MAILBOX CUT OUTS PER C.C.M. STD. 407. 57 EA.
B. CONST. WHEELCHAIR RAMP PER C.C.M. STD. 507. 4 EA.
9. CONST. DRIVEWAY APPROACH W /DEPRESSED CURB PER 6,260 5F
C.C.M. STD. 303 AND 503. W = /G' IJAILE-45 6T14EAlW /5E NOTED
10. INSTALL STREET LIGHT PER C.C.M. STD. 701 (100 WATT). // EA.
11. INSTALL STREET NAME SIGN PER C.C.M. STD. 606. .3 EA.
12. INSTALL SURVEY MONUMENT PER C.C.M. STD. 603. 2 EA.
l3. IN57ALL 57REE7' 116N7' PER C.C/✓1 5-rV. 70/ C25o WA77."). 3 EA.
SANITARY SEWER
21. CONST. 8" Y.C.P. SEWER MAIN. 1904 G.F
22. CONST. 8" CLASS 150 OR HEAVIER C.I.P. (W /HOT DIP 3o L.F
BITUMINOUS AND APPROVED MECHANICAL JOINTS). SEWER
MAIN (LENGTH AS SHOWN) CENTERED UNDER WATER MAIN.
23. CONST. 6" V.C.P. SEWER LATERALS. 597 L.F
24. CONST. 48" I.D. SEWER MANHOLE. 17 EA.
25. STUB AND PLUG 8" V.C.P.
26. CONST. 6" V.C.P. SEWER LATERALS WITH 10 L.F. 6" C.I.P. 940 L.E
CENTERED ON WATER MAIN. (WeLL/DES 2704.E G "L'.LG)
WATER
31• CONST. 8 "/ A.C.P. WATER MAIN PER M.C.W.D. RED. (CL150). 1975 L.F
32. CONST. WATER SERVICE PER M.C.W.D. STD. 1 TYPE "B ". 57 EA
33. INSTALL 8" BUTTERFLY VALVE RT X FLG. 5 EA.
34. INSTALL FIRE HYDRANT PER M.C.W.D. STD. DWG- 5. 4 EA
35• INSTALL BLOW -OFF AS PER DIST. STD. DWG. a7.
3Ao. INSTALL A° F46. A Al-6. A A"r TEE / £A
37 INSTALL 8" RT. QT. x FL6. TEE / EA
STORM DRAIN
41• INSTALL,36" R.C.P. 1000 -D (BEDDING PER L.A.C.F.C.D.
STD. 2- D177).
42• INSTALL 18" R.C.P. 1500 -D (BEDDING PER L.A.C.F.C.D.
STD. 2 -D177) •
43. CONST. M.H. NO. 2 PER L•A.C.F.C.D. STD. 2 -D184. 2 EA.
44. CONST. J.S. N0. 2 PER L•A.C.F.C.D. STD. 2 -D112. / EA.
45. CONST. C.B. NO. 1 PER L.A.C.F.C.D. STD. 2 -D160 WITH 4 EA.
LOCAL DEPRESSION 2-D415 -2 ".
46. SEAL END OF 18" R.C.P. WITH 2 COURSES OF BRICK b MORTAR. / EA.
47. CONST CONCRETE COLLAR PER L.A.C.F.C.D. STD. 2-D 393. 2 EA,
VICINITY MAP TRACT 10 278 3
PREPARED UNDER THE SUPERVISION OF
&9Y5 .8!61-5
20953 DA7E . I
MESA CONSOLIDATED WATER DISTRICT C
COSTA MESA SANITARY DISTRICT N
NOTICE TO CONTRACTOR U
UNDERGROUND STRUCTURES V
VAN DELL AND ASS 0 C I A T E S . INC,
1
1965 PLACENTIA AVENUE (714) 631 -1200 C
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- T
THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR
COSTA MESA CALIFORNIA (714) 754 -5398 T
TRACT NO. 10278 S
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- S
STRUCTURES SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE C
92627 A
APPROVED BY, T
TION OF THIS PROJECT I
CIVIL ENGINEERS
ITEM AMOUNT UNIT
1. CONST. 4" A.C. OVER 6" A.B. W /M.C. 70 PRIMECOAT. &9 4&Z 6.F
2. CONST. TYPE "C -8" CURB b GUTTER PER C.C.M. STD. 302. 902 G.F
3. CONST. TYPE "C -6" CURB b GUTTER PER C.C.M. STD. 302. 4548 &,i-
14. CONST. TRANSITION FROM TYPE "C -8" TO TYPE "C -6" C&G. 147 L.F
5. CONST. SIDEWALK PER C.C.M. STD. 401. 11,219 5.F
6. CONST. FIRE HYDRANT FLARE PER C.C.M. STD. 403. 64 SF-
7. CONST. MAILBOX CUT OUTS PER C.C.M. STD. 407. 57 EA.
B. CONST. WHEELCHAIR RAMP PER C.C.M. STD. 507. 4 EA.
9. CONST. DRIVEWAY APPROACH W /DEPRESSED CURB PER 6,260 5F
C.C.M. STD. 303 AND 503. W = /G' IJAILE-45 6T14EAlW /5E NOTED
10. INSTALL STREET LIGHT PER C.C.M. STD. 701 (100 WATT). // EA.
11. INSTALL STREET NAME SIGN PER C.C.M. STD. 606. .3 EA.
12. INSTALL SURVEY MONUMENT PER C.C.M. STD. 603. 2 EA.
l3. IN57ALL 57REE7' 116N7' PER C.C/✓1 5-rV. 70/ C25o WA77."). 3 EA.
SANITARY SEWER
21. CONST. 8" Y.C.P. SEWER MAIN. 1904 G.F
22. CONST. 8" CLASS 150 OR HEAVIER C.I.P. (W /HOT DIP 3o L.F
BITUMINOUS AND APPROVED MECHANICAL JOINTS). SEWER
MAIN (LENGTH AS SHOWN) CENTERED UNDER WATER MAIN.
23. CONST. 6" V.C.P. SEWER LATERALS. 597 L.F
24. CONST. 48" I.D. SEWER MANHOLE. 17 EA.
25. STUB AND PLUG 8" V.C.P.
26. CONST. 6" V.C.P. SEWER LATERALS WITH 10 L.F. 6" C.I.P. 940 L.E
CENTERED ON WATER MAIN. (WeLL/DES 2704.E G "L'.LG)
WATER
31• CONST. 8 "/ A.C.P. WATER MAIN PER M.C.W.D. RED. (CL150). 1975 L.F
32. CONST. WATER SERVICE PER M.C.W.D. STD. 1 TYPE "B ". 57 EA
33. INSTALL 8" BUTTERFLY VALVE RT X FLG. 5 EA.
34. INSTALL FIRE HYDRANT PER M.C.W.D. STD. DWG- 5. 4 EA
35• INSTALL BLOW -OFF AS PER DIST. STD. DWG. a7.
3Ao. INSTALL A° F46. A Al-6. A A"r TEE / £A
37 INSTALL 8" RT. QT. x FL6. TEE / EA
STORM DRAIN
41• INSTALL,36" R.C.P. 1000 -D (BEDDING PER L.A.C.F.C.D.
STD. 2- D177).
42• INSTALL 18" R.C.P. 1500 -D (BEDDING PER L.A.C.F.C.D.
STD. 2 -D177) •
43. CONST. M.H. NO. 2 PER L•A.C.F.C.D. STD. 2 -D184. 2 EA.
44. CONST. J.S. N0. 2 PER L•A.C.F.C.D. STD. 2 -D112. / EA.
45. CONST. C.B. NO. 1 PER L.A.C.F.C.D. STD. 2 -D160 WITH 4 EA.
LOCAL DEPRESSION 2-D415 -2 ".
46. SEAL END OF 18" R.C.P. WITH 2 COURSES OF BRICK b MORTAR. / EA.
47. CONST CONCRETE COLLAR PER L.A.C.F.C.D. STD. 2-D 393. 2 EA,
VICINITY MAP TRACT 10 278 3
PREPARED UNDER THE SUPERVISION OF
&9Y5 .8!61-5
20953 DA7E . I
MESA CONSOLIDATED WATER DISTRICT C
COSTA MESA SANITARY DISTRICT N
NOTICE TO CONTRACTOR U
UNDERGROUND STRUCTURES V
VAN DELL AND ASS 0 C I A T E S . INC,
1
1965 PLACENTIA AVENUE (714) 631 -1200 C
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- T
THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR
COSTA MESA CALIFORNIA (714) 754 -5398 T
TRACT NO. 10278 S
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- S
STRUCTURES SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE C
92627 A
APPROVED BY, T
TION OF THIS PROJECT I
CIVIL ENGINEERS
VICINITY MAP TRACT 10 278 3
PREPARED UNDER THE SUPERVISION OF
&9Y5 .8!61-5
20953 DA7E . I
MESA CONSOLIDATED WATER DISTRICT C
COSTA MESA SANITARY DISTRICT N
NOTICE TO CONTRACTOR U
UNDERGROUND STRUCTURES V
VAN DELL AND ASS 0 C I A T E S . INC,
1
1965 PLACENTIA AVENUE (714) 631 -1200 C
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- T
THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR
COSTA MESA CALIFORNIA (714) 754 -5398 T
TRACT NO. 10278 S
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- S
STRUCTURES SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE C
92627 A
APPROVED BY, T
TION OF THIS PROJECT I
PREPARED UNDER THE SUPERVISION OF
&9Y5 .8!61-5
20953 DA7E . I
INCLU ALL PERSONS ND PR 0- CIVIL
M.C.537 ERTY, THAT THIS REQUIREMENT DSHALL AAPPLY OCONTINUO�USLY AND NOT OBE UTILITTIES EXCEPT ASS SHOWN OON THESEEPLANS. THE RCONTRACTOR IIS SURVEYOkv
�.� LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL ,REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS UTILITY LINES SHOWN AND ANY OTHER LINES NOT RECORDED OR NOT
f DATES ZE+JV��9 DI�TE�A G FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH SHOWN ON THESE PLANS. 2212 DU PONT DRIVE
KARL KE P, ASST. GENERAL MANAGER DONALD E. STE% DISTRICT ENGINEER THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SUITE "A"
REVISIONS CONTRACTOR REFERENCES DESIGNED BY, DATE CHECKED BYE DATE
STREET, SEWER, WATER AND STORM DRAIN PLANS FOR
NO. DATE DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO COAT /Q7 3 REFERENCE PLANS DRAWN BY. CHECKED BY,
ELEVATION, 32, &0 STANDARD DRAWING NO. 362 401 ,409 ,4707, RECOMMENDED BYt RIGHT OF WAY ACQUIRED, TRACT N 0 . 10278
DESCRIPTION. A CEN7252 5Dle 503 70/ 603, is D(4 PER 7RAC7 MAP
WORK STARTEDs HEADWALL NOQ714'SIDE OF
WORK ACCEPTED, HVA17Z 11V,6ER ATFLD9D ASST. CITY ENGINEER RIGHT OF WAY AGENT TITLE S H E E T
INSPECTED BYE CONTROL CHANNEL N/E5T OF APPROVED BY•
CITY FAIRVIEW PoAa OF COSTA M E S A
� I �9 DEPARTMENT OF ENGINEERING SERVICES
DATE r.T rr FNGTNFFR
LAND PLANNERS
IRVINE. CA. 92715
(714) 833 -3522
SHEET 1
OF 5
PLAN
NUMBER
1 /1 /i
7 1 x
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MESA CONSOLIDATED WATER DISTRICT C
COSTA MESA SANITARY DISTRICT N
NOTICE TO CONTRACTOR U
UNDERGROUND STRUCTURES V
VAN DELL AND ASS 0 C I A T E S . INC,
1
1965 PLACENTIA AVENUE (714) 631 -1200 C
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- T
THE EXISTENCE AND LOCATION OP ANY UNDERGROUND UTILITY PIPES OR
COSTA MESA CALIFORNIA (714) 754 -5398 T
TRACT NO. 10278 S
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC- S
STRUCTURES SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE C
92627 A
APPROVED BY, T
TION OF THIS PROJECT I
CIVIL ENGINEERS
M.C.537 ERTY, THAT THIS REQUIREMENT DSHALL AAPPLY OCONTINUO�USLY AND NOT OBE UTILITTIES EXCEPT ASS SHOWN OON THESEEPLANS. THE RCONTRACTOR IIS SURVEYOkv
�.� LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL ,REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS UTILITY LINES SHOWN AND ANY OTHER LINES NOT RECORDED OR NOT
f DATES ZE+JV��9 DI�TE�A G FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH SHOWN ON THESE PLANS. 2212 DU PONT DRIVE
KARL KE P, ASST. GENERAL MANAGER DONALD E. STE% DISTRICT ENGINEER THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SUITE "A"
REVISIONS CONTRACTOR REFERENCES DESIGNED BY, DATE CHECKED BYE DATE
STREET, SEWER, WATER AND STORM DRAIN PLANS FOR
NO. DATE DESCRIPTION APP. FIELD BOOK PAGE BENCH MARK NO COAT /Q7 3 REFERENCE PLANS DRAWN BY. CHECKED BY,
ELEVATION, 32, &0 STANDARD DRAWING NO. 362 401 ,409 ,4707, RECOMMENDED BYt RIGHT OF WAY ACQUIRED, TRACT N 0 . 10278
DESCRIPTION. A CEN7252 5Dle 503 70/ 603, is D(4 PER 7RAC7 MAP
WORK STARTEDs HEADWALL NOQ714'SIDE OF
WORK ACCEPTED, HVA17Z 11V,6ER ATFLD9D ASST. CITY ENGINEER RIGHT OF WAY AGENT TITLE S H E E T
INSPECTED BYE CONTROL CHANNEL N/E5T OF APPROVED BY•
CITY FAIRVIEW PoAa OF COSTA M E S A
� I �9 DEPARTMENT OF ENGINEERING SERVICES
DATE r.T rr FNGTNFFR
LAND PLANNERS
IRVINE. CA. 92715
(714) 833 -3522
SHEET 1
OF 5
PLAN
NUMBER
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[4,6710275 133 19-.4 , -7
ELEVATION, 32, &0 STANDARD DRAWING NO. 362 401 ,409 ,4707, RECOMMENDED BYt RIGHT OF WAY ACQUIRED, TRACT N 0 . 10278
DESCRIPTION. A CEN7252 5Dle 503 70/ 603, is D(4 PER 7RAC7 MAP
WORK STARTEDs HEADWALL NOQ714'SIDE OF
WORK ACCEPTED, HVA17Z 11V,6ER ATFLD9D ASST. CITY ENGINEER RIGHT OF WAY AGENT TITLE S H E E T
INSPECTED BYE CONTROL CHANNEL N/E5T OF APPROVED BY•
CITY FAIRVIEW PoAa OF COSTA M E S A
� I �9 DEPARTMENT OF ENGINEERING SERVICES
DATE r.T rr FNGTNFFR
LAND PLANNERS
IRVINE. CA. 92715
(714) 833 -3522
SHEET 1
OF 5
PLAN
NUMBER
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[4,6710275 133 19-.4 , -7
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