S-85-16.1G@101AL MX7lF1i FOR STREETF IM� PLAN
t• E>`tective
All work and materials within the public right- of-way Shall conform to the
City of Costa Mama Standards" • the Conditions of 10. PROTECT EXISTING UTILITIES IN PLACE.
Approval es approved on NOVENAE 16 . T� Of • and shall meet the 11. WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE.
approval of the City Engineer. 12. RAISE EXISTING WATER VALVE COVERS TO GRADE.
13. INSTALL FIRE HYDRANT PER STANDARD DRAWING h4.
14. INSTALL BLOW -OFF PER STANDARD DRAWING 19.
2. All wort shall he performed and all materials Shell ct in accordance
Bo with 1S. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR POUR HOURS.
the Standard Specifications for Public Works Construction, (Green Book) 16. BACKPILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 25 OR GREATER.
current edition. 17. THE SAND BACKFILL WILL BE COMPACTED PER STANDARD DRAWING h19.
3. Contractor shall furnish and install all signs, lights, barricades, flashing 18. CHIP 2" "W" IN CURB FACR TO IDENTIFY WATER SERVICE LOCATIONS.
19. INSTALL TRUST BLOCKS PER DISTRICT STANDARD DRAWING NO. 12.
mina+ board and any
qu other traffic control or warning items including flay 20. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
sin, nf maybe squired by the City requirements All items mentioned shall he 21. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING
- in conformance with the current requirenenra es specified in the latest
edition of the *Construction Safety Ordere," and W.A.T.C.H. Failure to do TO EXISTING MAINS.
so will be Cited under applicable section of the C.V.C. and corrective cost{ 22. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO DISTRICT YARD.
to the City will be Charged. 23. WATER METERS AND BOXES TO BE INSTALLED BY M.C.W.D. BUT PAID FOR BY OTHERS.
24. * DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY
CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE,
4. Contractor shall obtain Engineering Division and requ prier to start from any CONTRACT WATER
or~ or off-site construction and/or grading and request inspection from City QUALITY AT 714/154 -5398.
Engineering Division 48 hours in advance of performing any work. Telephone 25. IRRIGATION METERS WILL REQUIRE A PRESSURE VACUUM BREAKER OR A REDUCED PRESSURE
(714) 754 -5323. The Contractor shall maintain a copy of permits and signed PRINCIPLE ASSEMBLY TO THE INSTALLED A MINIMUM OF 12" ABOVE HIGHEST SPRINKLER HEAD.
plane an the job site. 26. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO
ALL INDUSTRIAL BUILDING.
S. Permits will be required from the Mesa omeolideted Water District, Orange 27. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON MISSED WATER SERVICES TO ALL
COMMERCIAL BUILDINGS.
County Sanitation District, and Costa Mesa contrary District for y each 44 28. IN LANDSCAPED AREAS No TREES SHALL ER LOCATED IN M.C.W.D. EASEMENT O1 WITHIN 7.5
lion of water and server improvements. The contractor shall notify each Ii •
hours prior to beginning construction.
FRET OF ANY M.C.W.D. FACILITY.
STANDARD SEWER NOTES
G. Pavement and base thicknesses as shown are based on a preliminary or value.
During construction a soils test shall be made to determine the actual "R" I. TIM SEWER SYSTEM SLIAL.L CONFORM TO TEE STANDARDS OF TER COSTA MESA SANITARY DISTRICT.
value and the thicknesses will be adjusted accordingly. Tests shall be made 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINES& 48 -HOURS
by a licensed Soils Engine.: and approved by the City Engineer. PRIOR TO COMMENCEMENT OF WORK. TELEPHONE 714/631 -1731.
7. Parkway trees will be planted and irrigation lines installed including
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL 31 CONSIDERED
UNACCEPTABLE.
• risers, heads, valves, and meters as directed and in accordance with the 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM TIM
requirements of the City of Costa Mesa Deparbon It of Leisure Services. DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELETHON[[
714/754 -5323.
8. locate and protect all existing Utilities in place. S. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY ER REQUIRED BY THE LOGY
GOVERNING AGENCY.
9. All construction- staking shall be done by a licensed engineer and certified 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PLANS AND
in writing as to line and grade per approved plan and submitted to the City SPECIFICATIONS ON JOE SITE AT ALL TIMES.
Engineer. 7. `1 FIFE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
SEWER. TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND
10. No work shall be done on adjacent properties or adjacent owners improvements REPAIR WORK ONLY.
without obtaining written permission from the owners of the adjacent prop- S. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO. EYERY LOT.
orties, and submitting a copy thereof to City Engineering Division. 9. ALL .LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS."
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
` 11. work within the public right- of-way, once begun, shall be prosecuted to 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGIRSER'S APPROVAL.
completion without: so as to provide minimum inconvenience to adjacent -12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" MIWW
property Owners and the traveling public. ,. FINISH GRADS. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL ER RAISED
13. AIL STR10rf STATIONING REFFERS TO TIM CHOP LIR A 70 ST1E6T no CW TO GRADE PER STD. DWG. NO. S -10S.
DhTA RETERS 10 THE FACE OF CURB 13. SEWER MANHOLE FRAME AND COVER SNALL ER ALHAMBRA FOUNDRY A -1270, 01 APPROVED EQUAL,
COVER TO ER STAMPED 'SEWER' .
13. The Contractor shall pay for the initial soil and arterials tests and 14. SEWER MAIN SHALL ER RALLIED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN USED TO
subsequent soil and materials tests deemed necessary, due to the failure GRADE.
of the initial tests, as determined by the City Engineer. Af /prqPFAW AWYA 4M ~ ANSOW 4W94WFy A*,.
P� saw:7KW Am-.r.0 aK 7JIar �7,hav 9r/Jr -I'AVI I }who
.. 14. The amount of asphalt binder to be mixed with the mineral aggregate shall *4dW.4 AIF 1I.ln7AV."W Mr CLi1 t 07R MW AV JB V.
be 5.6 percent by dry weight. The exact aunt will be determined by the
City Engineer.
Z 1S. All underground work shall be compeers prior to sly aartmos Wort in tiff
public right -of -way.
IL where driveway depressions are Constructed, the driveway apprredrw Shell
be constructed to property line per City of Costa Mesa Standard Plea. , .•(� Panama hT"*
i. location, type and width are to be approved by the City Traffic Engineer,
17. Praoeseed mieoellaneae base may be used under walks and curb and gutter --
in lieu of crushed aggregate base.
.I
a 19. Any lot OOfner or OCHE HN, monument or tie destroyed or displaced shell he -
,, restored to its Original position by a licensed engineer or suuveryor. Jay
change in location or elevation shall be reported to the City Engineer and
OCWA by a licensed engineer or land surveyor an 8-1/4" x 11• paper (as `
side only) showing location and ties or level run.
19. All existing drainage courses on the project must sex*iaee Se function, ompoN, Mesons Jv
ially during storm conditions, and approved protective measures and temporary
drainage Provisions =at be used to % L,
image pica protect adjoining properties firi� the
grading project. In all cases, the Contractor ardor developer shall be held
liable for any damage due to obstuction of natural drainage patterns. If the
foregoing carrot be complied with, a fully executed, notarised, and recorded
t agtewrnt between the affected parties will be effected.
. 20. All haul routes must be approved by the City Engineer. I �.
-'Q I
3 41. The project site shell he maintained in a 'wet-down- condition to the dsgYw 1f/LAfE 79KR
necessary to prevent excessive dust. Periodically, spillage and dust shell A1rYt j
be removed from the public right- of-way by sweeping or sprinkling, however,
watering that results in mud on public streets is not permitted as a substi- It 13
Lute for other cleaning methods. ( )
12. All utility trench backfill, material, and compaction shall conform to CCN -
Standard No. 801. Bore under existing improvements - tunnelling is not - W6_r
k." allowed. No Open excavations will be allowed over night - beckfill or plate,
�C
�•.;.
23. All work performed in the public rigbt-of-way shall be per Street Improve" -
Ise
nsnt Plans signed by the City Engineer.
{ I
24, All PCC and AC to be joined shall be sawcut in a clean, straight line as
approved by the City Engineer. PRIVATE ENGINEERS NOTICE TO CONTRACTOR
4" S. "ls Built" drawings shall be submitted to the City Engineering Division upon -
' completion of improvements as shown on the approved plans. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
i- - 6. All storm drain work and materials shall conform to the CCH4A, EACFCD, and THE CONTRACTOR IS REQUIRED TO TAKE- DUE PRECAUTIONARY MEASURES TO PROTECT
r Y- the City of Costa Mesa Standard Plans and meet the approval of the City ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN ON THESE
1 Engineer. \ PLANS AND IS RESPONSIBLE FOR THEIR PROTECTION. ALL TIES OF EXISTING
UTILITIES SHALL BE VERIFIED AS TO LOCATION AND ELEVATION. CONSTRUCTION
7. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 20 177, SHALL START AT TIE POINT.
Case III.
28. All catch basins shall have horizontal protme ion bees per L.A.C.F.C.Ik
Standard sawing 2D 175.
;29, All storm drain manholes shall be left below stibgrads. The Contractor shall
raise the manhole frame and covers to finished grade and make necessary
I repair* to the pavement.
t ir.irriiw 0
30. A permit will be required from Orange County Environmental Nawom t Agency IV ArAMV ZK Arye
for conection into the existing flood control chapel and for all other wort QAI►i71h1/.
within their jurisdiction.
31. All installation and work affecting Flood Control District properties ar 1'
facilities shall conform with Standard Specifications and with the provisions
of the construction permit granted by the District. Contractor shall =iln-
tain a copy of said permit and stamped plane on the jab site. Use of District
property and conformance with the above shall be Subject inspection and
approval by the District's duly assigned inspector. District inspector shall
be notified 24 hours prior to commencement of any work�ln accordance with
permit provisions.
STANDARD WATER CONSTRUCTION MOM
sfio,'rio/v r- *o
1. WATER MAINS WILL ER INSTALLED ACCORDING TO TIM LATEST STANDARDS AND SPECIFICATIONS OF
THE MESA CONSOLIDATED WATER DISTRICT. A& AW.A6
2. CONTRACTOR TO SAVE ON JOB -SITE COPY OF THE LATEST STAIIDAtD SPECIFICATIONS AT ALL
Tins.
3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 -101M$ mot TO CONSTRWIVIN
(PHONES 714 /631- 1291 - OFFICE, OR 714 /754 - 5398 - INSPECTION DEPARTMENT).
6. PLAN CERCK, INSPECTION AND ENGINEERING FEES WILL ER NADI PRIOR TO SIGNATURE Of
DISTRICT ENGINEER.
TITLE SFHEET FOR
SOUTH COAST DRIVE,GREENBROOK AVENUE
AND SAN lEANDRO LANE
IN THE CITY OF COSTA MESA ,CALIFORNIA
&ADD /r1e.Wd �L /PE!//;!F101 '
Akf
s
Gi��G�P //T/OM
G@101AL MX7lF1i FOR STREETF IM� PLAN
t• E>`tective
All work and materials within the public right- of-way Shall conform to the
City of Costa Mama Standards" • the Conditions of 10. PROTECT EXISTING UTILITIES IN PLACE.
Approval es approved on NOVENAE 16 . T� Of • and shall meet the 11. WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE.
approval of the City Engineer. 12. RAISE EXISTING WATER VALVE COVERS TO GRADE.
13. INSTALL FIRE HYDRANT PER STANDARD DRAWING h4.
14. INSTALL BLOW -OFF PER STANDARD DRAWING 19.
2. All wort shall he performed and all materials Shell ct in accordance
Bo with 1S. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR POUR HOURS.
the Standard Specifications for Public Works Construction, (Green Book) 16. BACKPILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 25 OR GREATER.
current edition. 17. THE SAND BACKFILL WILL BE COMPACTED PER STANDARD DRAWING h19.
3. Contractor shall furnish and install all signs, lights, barricades, flashing 18. CHIP 2" "W" IN CURB FACR TO IDENTIFY WATER SERVICE LOCATIONS.
19. INSTALL TRUST BLOCKS PER DISTRICT STANDARD DRAWING NO. 12.
mina+ board and any
qu other traffic control or warning items including flay 20. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
sin, nf maybe squired by the City requirements All items mentioned shall he 21. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING
- in conformance with the current requirenenra es specified in the latest
edition of the *Construction Safety Ordere," and W.A.T.C.H. Failure to do TO EXISTING MAINS.
so will be Cited under applicable section of the C.V.C. and corrective cost{ 22. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO DISTRICT YARD.
to the City will be Charged. 23. WATER METERS AND BOXES TO BE INSTALLED BY M.C.W.D. BUT PAID FOR BY OTHERS.
24. * DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY
CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE,
4. Contractor shall obtain Engineering Division and requ prier to start from any CONTRACT WATER
or~ or off-site construction and/or grading and request inspection from City QUALITY AT 714/154 -5398.
Engineering Division 48 hours in advance of performing any work. Telephone 25. IRRIGATION METERS WILL REQUIRE A PRESSURE VACUUM BREAKER OR A REDUCED PRESSURE
(714) 754 -5323. The Contractor shall maintain a copy of permits and signed PRINCIPLE ASSEMBLY TO THE INSTALLED A MINIMUM OF 12" ABOVE HIGHEST SPRINKLER HEAD.
plane an the job site. 26. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO
ALL INDUSTRIAL BUILDING.
S. Permits will be required from the Mesa omeolideted Water District, Orange 27. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON MISSED WATER SERVICES TO ALL
COMMERCIAL BUILDINGS.
County Sanitation District, and Costa Mesa contrary District for y each 44 28. IN LANDSCAPED AREAS No TREES SHALL ER LOCATED IN M.C.W.D. EASEMENT O1 WITHIN 7.5
lion of water and server improvements. The contractor shall notify each Ii •
hours prior to beginning construction.
FRET OF ANY M.C.W.D. FACILITY.
STANDARD SEWER NOTES
G. Pavement and base thicknesses as shown are based on a preliminary or value.
During construction a soils test shall be made to determine the actual "R" I. TIM SEWER SYSTEM SLIAL.L CONFORM TO TEE STANDARDS OF TER COSTA MESA SANITARY DISTRICT.
value and the thicknesses will be adjusted accordingly. Tests shall be made 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINES& 48 -HOURS
by a licensed Soils Engine.: and approved by the City Engineer. PRIOR TO COMMENCEMENT OF WORK. TELEPHONE 714/631 -1731.
7. Parkway trees will be planted and irrigation lines installed including
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL 31 CONSIDERED
UNACCEPTABLE.
• risers, heads, valves, and meters as directed and in accordance with the 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM TIM
requirements of the City of Costa Mesa Deparbon It of Leisure Services. DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELETHON[[
714/754 -5323.
8. locate and protect all existing Utilities in place. S. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY ER REQUIRED BY THE LOGY
GOVERNING AGENCY.
9. All construction- staking shall be done by a licensed engineer and certified 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PLANS AND
in writing as to line and grade per approved plan and submitted to the City SPECIFICATIONS ON JOE SITE AT ALL TIMES.
Engineer. 7. `1 FIFE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
SEWER. TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND
10. No work shall be done on adjacent properties or adjacent owners improvements REPAIR WORK ONLY.
without obtaining written permission from the owners of the adjacent prop- S. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO. EYERY LOT.
orties, and submitting a copy thereof to City Engineering Division. 9. ALL .LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS."
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
` 11. work within the public right- of-way, once begun, shall be prosecuted to 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGIRSER'S APPROVAL.
completion without: so as to provide minimum inconvenience to adjacent -12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" MIWW
property Owners and the traveling public. ,. FINISH GRADS. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL ER RAISED
13. AIL STR10rf STATIONING REFFERS TO TIM CHOP LIR A 70 ST1E6T no CW TO GRADE PER STD. DWG. NO. S -10S.
DhTA RETERS 10 THE FACE OF CURB 13. SEWER MANHOLE FRAME AND COVER SNALL ER ALHAMBRA FOUNDRY A -1270, 01 APPROVED EQUAL,
COVER TO ER STAMPED 'SEWER' .
13. The Contractor shall pay for the initial soil and arterials tests and 14. SEWER MAIN SHALL ER RALLIED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN USED TO
subsequent soil and materials tests deemed necessary, due to the failure GRADE.
of the initial tests, as determined by the City Engineer. Af /prqPFAW AWYA 4M ~ ANSOW 4W94WFy A*,.
P� saw:7KW Am-.r.0 aK 7JIar �7,hav 9r/Jr -I'AVI I }who
.. 14. The amount of asphalt binder to be mixed with the mineral aggregate shall *4dW.4 AIF 1I.ln7AV."W Mr CLi1 t 07R MW AV JB V.
be 5.6 percent by dry weight. The exact aunt will be determined by the
City Engineer.
Z 1S. All underground work shall be compeers prior to sly aartmos Wort in tiff
public right -of -way.
IL where driveway depressions are Constructed, the driveway apprredrw Shell
be constructed to property line per City of Costa Mesa Standard Plea. , .•(� Panama hT"*
i. location, type and width are to be approved by the City Traffic Engineer,
17. Praoeseed mieoellaneae base may be used under walks and curb and gutter --
in lieu of crushed aggregate base.
.I
a 19. Any lot OOfner or OCHE HN, monument or tie destroyed or displaced shell he -
,, restored to its Original position by a licensed engineer or suuveryor. Jay
change in location or elevation shall be reported to the City Engineer and
OCWA by a licensed engineer or land surveyor an 8-1/4" x 11• paper (as `
side only) showing location and ties or level run.
19. All existing drainage courses on the project must sex*iaee Se function, ompoN, Mesons Jv
ially during storm conditions, and approved protective measures and temporary
drainage Provisions =at be used to % L,
image pica protect adjoining properties firi� the
grading project. In all cases, the Contractor ardor developer shall be held
liable for any damage due to obstuction of natural drainage patterns. If the
foregoing carrot be complied with, a fully executed, notarised, and recorded
t agtewrnt between the affected parties will be effected.
. 20. All haul routes must be approved by the City Engineer. I �.
-'Q I
3 41. The project site shell he maintained in a 'wet-down- condition to the dsgYw 1f/LAfE 79KR
necessary to prevent excessive dust. Periodically, spillage and dust shell A1rYt j
be removed from the public right- of-way by sweeping or sprinkling, however,
watering that results in mud on public streets is not permitted as a substi- It 13
Lute for other cleaning methods. ( )
12. All utility trench backfill, material, and compaction shall conform to CCN -
Standard No. 801. Bore under existing improvements - tunnelling is not - W6_r
k." allowed. No Open excavations will be allowed over night - beckfill or plate,
�C
�•.;.
23. All work performed in the public rigbt-of-way shall be per Street Improve" -
Ise
nsnt Plans signed by the City Engineer.
{ I
24, All PCC and AC to be joined shall be sawcut in a clean, straight line as
approved by the City Engineer. PRIVATE ENGINEERS NOTICE TO CONTRACTOR
4" S. "ls Built" drawings shall be submitted to the City Engineering Division upon -
' completion of improvements as shown on the approved plans. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
i- - 6. All storm drain work and materials shall conform to the CCH4A, EACFCD, and THE CONTRACTOR IS REQUIRED TO TAKE- DUE PRECAUTIONARY MEASURES TO PROTECT
r Y- the City of Costa Mesa Standard Plans and meet the approval of the City ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN ON THESE
1 Engineer. \ PLANS AND IS RESPONSIBLE FOR THEIR PROTECTION. ALL TIES OF EXISTING
UTILITIES SHALL BE VERIFIED AS TO LOCATION AND ELEVATION. CONSTRUCTION
7. Pipe bedding in trenches shall be per L.A.C.F.C.D. Standard Drawing 20 177, SHALL START AT TIE POINT.
Case III.
28. All catch basins shall have horizontal protme ion bees per L.A.C.F.C.Ik
Standard sawing 2D 175.
;29, All storm drain manholes shall be left below stibgrads. The Contractor shall
raise the manhole frame and covers to finished grade and make necessary
I repair* to the pavement.
t ir.irriiw 0
30. A permit will be required from Orange County Environmental Nawom t Agency IV ArAMV ZK Arye
for conection into the existing flood control chapel and for all other wort QAI►i71h1/.
within their jurisdiction.
31. All installation and work affecting Flood Control District properties ar 1'
facilities shall conform with Standard Specifications and with the provisions
of the construction permit granted by the District. Contractor shall =iln-
tain a copy of said permit and stamped plane on the jab site. Use of District
property and conformance with the above shall be Subject inspection and
approval by the District's duly assigned inspector. District inspector shall
be notified 24 hours prior to commencement of any work�ln accordance with
permit provisions.
STANDARD WATER CONSTRUCTION MOM
sfio,'rio/v r- *o
1. WATER MAINS WILL ER INSTALLED ACCORDING TO TIM LATEST STANDARDS AND SPECIFICATIONS OF
THE MESA CONSOLIDATED WATER DISTRICT. A& AW.A6
2. CONTRACTOR TO SAVE ON JOB -SITE COPY OF THE LATEST STAIIDAtD SPECIFICATIONS AT ALL
Tins.
3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 -101M$ mot TO CONSTRWIVIN
(PHONES 714 /631- 1291 - OFFICE, OR 714 /754 - 5398 - INSPECTION DEPARTMENT).
6. PLAN CERCK, INSPECTION AND ENGINEERING FEES WILL ER NADI PRIOR TO SIGNATURE Of
DISTRICT ENGINEER.
TITLE SFHEET FOR
SOUTH COAST DRIVE,GREENBROOK AVENUE
AND SAN lEANDRO LANE
IN THE CITY OF COSTA MESA ,CALIFORNIA
&ADD /r1e.Wd �L /PE!//;!F101 '
Akf
J,W7L�
Gi��G�P //T/OM
7.11 CRL/�ss "stCr /ON
/
ZO6
PE1`d?JI2�GQ ,401w MIIV 1r."0 AlAC 67X.ATt"6PTL02i7iTAr,
$• f
Z
CGZt/ST. TYPE `C- 4 "GL/RB / 4!/77EW PE,P STD. DW.j N� EGit. OYE7rii'JMKGWAY
eXreII / PL"A4' ?.7 4.'F
FEE MUST BE RECEIVED BY THE DISTRICT PRIOR TO THE DISTRICT' FINAL APPROVAL OF PLAN$
3
✓AA/ 1-EAAA0RO LANE
�j 3Z9
L -f
AND /OR ISSUANCE OF A.P. ALL WORK DONE UNDER THIS A.P. SHALL BE IN ACCORDANCE WITH
v.=,
xAL�: /'s A7•
L.G
4
DISTRICT RULES AND REGULATIONS AND STANDARD SPECIFICATIONS.
lit iiiiii'llilli,iiiiiiiliftoill,
Si
V /C /N /TY /`RAP
Ay sC.ut
TRACT A11% 77/e
i
3�
Y
Kr
U
\V I
v ,
l
S�lN �/ /EAU ��iO.S� F.nPL, =E�WgY ,i�Ei/rsEr! 5EN/ETP Orf/ Oh l",4 74P
.4V SL'//LT.
Y MAP 1 Lr�� . 44 ,PEE 9�G0 AvrE
0 * NOTE: SIDEWALK CONSTAUI SHOWN
SCAM. / ON THE ON -SITE GRADING PLAN
`
S.
A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IN THE AMOUNT OF 102 OF THE ACTUAL COST
AHUV/VT
7.11 CRL/�ss "stCr /ON
/
COMSr. 6 "A. C. 0V4e 1,0 GA.d. W110I.
IN INSTALLATION OR $500.00, WHICRRVER IS GREATER. THE BOND AND APPLICATION /PERMIT
$• f
Z
CGZt/ST. TYPE `C- 4 "GL/RB / 4!/77EW PE,P STD. DW.j N� EGit. OYE7rii'JMKGWAY
4Z47
FEE MUST BE RECEIVED BY THE DISTRICT PRIOR TO THE DISTRICT' FINAL APPROVAL OF PLAN$
3
✓AA/ 1-EAAA0RO LANE
�j 3Z9
L -f
AND /OR ISSUANCE OF A.P. ALL WORK DONE UNDER THIS A.P. SHALL BE IN ACCORDANCE WITH
v.=,
xAL�: /'s A7•
L.G
4
DISTRICT RULES AND REGULATIONS AND STANDARD SPECIFICATIONS.
lit iiiiii'llilli,iiiiiiiliftoill,
Si
6
6.
SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL 1' VERTICAL.
_Iql
7
S.4WC!17- f AW AfO1/t EX / -,r1 ' 4e PAi lf-ltl oOVI
7.
A 15 WATER MAIN EASEMENT WILL BE GRANTED TO THE MESA CONSOLIDATED WATER DISTRICT FOR
NC,U M/4,PAY EOLIiiT /ON
,dENG</MIJ.Pr[��EM�4 GM- 1'��S/
5f
1.
8.
MAINTENANCE PURPOSES, 5' FOR WATER SERVICES.
PRIOR TO TIM INSTALLATION OF
C
fJ /S•,t' ON 7T%P OPTG// Q4r /N
SERVICE LATERALS WILL BE SET TO GRADS BY CONTRACTOR
WATER METERS AND BOXES.
R
`!A� DATL/M.
NE CpENE.P Of 5!/NPLOIf/errrP A{�E•
C9.
/.vsTALL TEMP. STREET dA.PrP /CAL PER 6G.hC STLa DwI, .vysOi.
WATER METERS WILL NOT BE INSTALLED MR WATER TURNED Oil UNTIL TED' RACKFLOW DEVICES
r 49,
40 .5"Ar Or ELEIi ,7/. :3,;r .
IWOWZALL ST,PEET L/V,/./T('ISOIKLIOfV.% PE,te IF 7M Dewy. AoV 701
REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS RAVE BEEN INSTALLED, TESTED, AND
CERTIFIED. CONTACT WATER QUALITY AT 714/754 -5398.
' REVISIONS (AavveJ CONTRACTOR
NO. DATE DESCRIPTION APP. BENCH MARK NO. /C4
I CONNECTW47Ff1#II £X.ri AY`/L4.CP. 657A25 i6AN7 43/75.
ADr7E0 57 E5 4 771
/ /�S5!/DOER Z"Ndg7L`P7SF5 ST/hi 5 f -,,V 7V •GG Ef
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GZa . Almelo 019 /Pa6PW.PGP //,P2eZg111VV10,5'3F1 5 W
ELEVATION -4Z. OW
DESCRIPTION
WORK STARTED: Cl/ "d ' OW TOP OF
WORK ACCEPTED: 1`1.O.C. AT S.E RE
INSPECTED BY: ✓`Urt/ftOWE,? 01 .4
_ TYP /CAL CR95S-5ECT 14qM
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REFERENCES
GOST/7 ME.'A9 REFERENCE PLANS
NOTE TO CONTRACTOR, SEE SHT.
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PREPARED UNDER T//t
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CITY OF COSTA MESA
DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION
SHEET
1 OF
PUN
NUMBER
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