S-62-21.17
1
IMPROVEMENT PLANS
TRACT
CITY
ORANGE
SCALE: AS SHOWN
GENERAL NOTES
t. STREET STATIONING REFERS TO I. UNLESS OTHEROISE NOTED.
2. WATER SYSTEk: SHALL BE INSTALLED TO CONFORM To COSTA MESA COUNTY WATER DISTRICT .0ANJAROS.
s. SEWER SYSTEM SHALL BE INSTALLED TO CONFORM{ TO COSTA 14LSA SANITARY DISTNICT STANDARDS.
4V ALL STREET WORK SHALL CONFORM! TO CITY OF COSTA MESA STANDARDS.
5. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL DL CONSTRUCTED TO PROPERTY
LINE PER CITY OF COSTA !ESA STANDARD NO. I1 AND 11.
E. EXISTINC IRRIGATION LINES AND APPURTENANCES SHALL NOT BE REMOVED OR ALTERED WITHOUT CONSENT OF OWNERS.
7. STREET tv'ou. SlCt6 TO BE INSTALLED (ST 00ARO PLAN NO. 17) SHOWN THUS: Q
S. STREET LIGHTS TO BE INSTALLED ShOWN THUS: Q
9. GEWER SYSTEM: '
6" V.L.P. MOUSE CONNLCTIUty SHALL BE CON5TRUGTEO FROM THE SLWO( ItiilN TO THE PROPERTY LINE FUK LACK LOT. THE
DEVELOPER SHALL FURNISH TiiE SEWER LONTRAyTOR WITH A 'PLOT PLAN' INuICATING TnE RLCOHmEL DEU LOCATIon OF THE
HOUSE CONNECTION FOR EACh LOT PRIOR TO SEWER MAIN CONSTRUCTION. ALL SEWER HOUSE CUNNLCTIUriS SHALL 9E
PLACED PRIUR TO SURFACING OF STREETS. ALL SEIVER I'LOhOLE FRAMES ANU LOVERS SHALL BE LEFT 6" oLLOis FINIShLU
GRADE. THE 5L;7ER CONTRACTOR SHALL RAISE THE hANHOLL FRAME AND LOVER TO FINIShEu GRADE AFTER STREET SUR-
FACING IS COMPLETED.
CLAY PIPE JOINT COMPOUND SHALL BE 'CPI -1" OR "JL -6U ". MECHANICAL LONPdESSIUN JOINTS SHALL BE "WEDGE - LUCK ",
'SPEED -SEAL, MAINLINE ", OR APPROVED EQUAL. IN n0 CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT,
y MORTAR, OR GRUUT BE PERMiITTEu.
10. AFTER PLANT hIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CUNSISTIRG OF AN ASPHALTIC EMULSION SHALL BE APPLIEu.
11. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.
Ii. SEWER bTATIONING ON THESE PLANS REFERS TO E OF SEWER ONLY, SHOWN THUS: 3 t SO.00
IS. WATER SERVILLS SHALL BE INSTAE.LLU -PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 30, 1960.
(TO EACH LOT.)
14. FIRE HYDRANTS TO BE INSTALLED SHOWN THUS: 11 Fx
15. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANIrATIJN DISTRICT NO. 6 SEWERS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPEdATIONS (Kimberly 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO
r THE dii U1REMENTS OF DISTRICT NO. 6.
BENCH MARK
1 DATUM OF CITY OF COSTA MESA: CHISELED "0" NW C0911GR16ONCRLTE 'WALK, S.E. CORNER INTERSECTION MESA
DRIVE AND NEWPORT BOULEVARD IN PRIVATE WALK AROUND "BUD'S DRIVE -IN ".
ELEVATION - 61.46
COUNTY DATUM: SUBTRACT 0.6O
ELEVATION - 61.86
I
1
OF
COUNTY,
FOR
NO 4808
COSTA MESA
DATE:
PREPARED IN THE OFFICE
OF
XV---A
CONSULTING ENGINEERS
'Al2 S. LYON ST.
.SANTA ANA CALIFORNIA
PHONE: KIMBERLY 7.4471
C A L I F 0 R N I A
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CONSTRUCTION
NOTES
(
CONSTRUCT
2" A/C SURFACING WITh SEAL COAT OVER PRIME COAT
AND 4" AGGREGATE SASL.
(SEE STANOARO
PLAti NO. 1 ). SC -Z50 PiFINIC C04T
j
O
CONSTRUCT
STANDARD 6" CONCRETE CURB AND GUTTER TYPE "D". (SEE
STANDARD PLAN NO. 6).
O3
CONSTRUCT
STANDARD CONCRETE SIDEWALK 4" X 4' -U" WIDE.
O
CONSTRUCT
B" Y.G.P. SEWER MAIN,, STANDARD MANHOLES, AND 6"
HOUSE CONNECTIONS.
O
PLACE 1"
X 6" REDWOOD HEADER.
r
EO
CONSTRUCT
STANDARD GUARD PANEL (SEE STANDARD PLAN NO. 14).
�
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0
CONSTRUCT
WATER MAINS AND APPURTENANCES AS SHOWN.
O
REMOVE 1"
X 6" REDWOOD HEADER AND GUARD PANEL..
1
IMPROVEMENT PLANS
TRACT
CITY
ORANGE
SCALE: AS SHOWN
GENERAL NOTES
t. STREET STATIONING REFERS TO I. UNLESS OTHEROISE NOTED.
2. WATER SYSTEk: SHALL BE INSTALLED TO CONFORM To COSTA MESA COUNTY WATER DISTRICT .0ANJAROS.
s. SEWER SYSTEM SHALL BE INSTALLED TO CONFORM{ TO COSTA 14LSA SANITARY DISTNICT STANDARDS.
4V ALL STREET WORK SHALL CONFORM! TO CITY OF COSTA MESA STANDARDS.
5. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL DL CONSTRUCTED TO PROPERTY
LINE PER CITY OF COSTA !ESA STANDARD NO. I1 AND 11.
E. EXISTINC IRRIGATION LINES AND APPURTENANCES SHALL NOT BE REMOVED OR ALTERED WITHOUT CONSENT OF OWNERS.
7. STREET tv'ou. SlCt6 TO BE INSTALLED (ST 00ARO PLAN NO. 17) SHOWN THUS: Q
S. STREET LIGHTS TO BE INSTALLED ShOWN THUS: Q
9. GEWER SYSTEM: '
6" V.L.P. MOUSE CONNLCTIUty SHALL BE CON5TRUGTEO FROM THE SLWO( ItiilN TO THE PROPERTY LINE FUK LACK LOT. THE
DEVELOPER SHALL FURNISH TiiE SEWER LONTRAyTOR WITH A 'PLOT PLAN' INuICATING TnE RLCOHmEL DEU LOCATIon OF THE
HOUSE CONNECTION FOR EACh LOT PRIOR TO SEWER MAIN CONSTRUCTION. ALL SEWER HOUSE CUNNLCTIUriS SHALL 9E
PLACED PRIUR TO SURFACING OF STREETS. ALL SEIVER I'LOhOLE FRAMES ANU LOVERS SHALL BE LEFT 6" oLLOis FINIShLU
GRADE. THE 5L;7ER CONTRACTOR SHALL RAISE THE hANHOLL FRAME AND LOVER TO FINIShEu GRADE AFTER STREET SUR-
FACING IS COMPLETED.
CLAY PIPE JOINT COMPOUND SHALL BE 'CPI -1" OR "JL -6U ". MECHANICAL LONPdESSIUN JOINTS SHALL BE "WEDGE - LUCK ",
'SPEED -SEAL, MAINLINE ", OR APPROVED EQUAL. IN n0 CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT,
y MORTAR, OR GRUUT BE PERMiITTEu.
10. AFTER PLANT hIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CUNSISTIRG OF AN ASPHALTIC EMULSION SHALL BE APPLIEu.
11. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.
Ii. SEWER bTATIONING ON THESE PLANS REFERS TO E OF SEWER ONLY, SHOWN THUS: 3 t SO.00
IS. WATER SERVILLS SHALL BE INSTAE.LLU -PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 30, 1960.
(TO EACH LOT.)
14. FIRE HYDRANTS TO BE INSTALLED SHOWN THUS: 11 Fx
15. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANIrATIJN DISTRICT NO. 6 SEWERS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPEdATIONS (Kimberly 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO
r THE dii U1REMENTS OF DISTRICT NO. 6.
BENCH MARK
1 DATUM OF CITY OF COSTA MESA: CHISELED "0" NW C0911GR16ONCRLTE 'WALK, S.E. CORNER INTERSECTION MESA
DRIVE AND NEWPORT BOULEVARD IN PRIVATE WALK AROUND "BUD'S DRIVE -IN ".
ELEVATION - 61.46
COUNTY DATUM: SUBTRACT 0.6O
ELEVATION - 61.86
I
1
OF
COUNTY,
FOR
NO 4808
COSTA MESA
DATE:
PREPARED IN THE OFFICE
OF
XV---A
CONSULTING ENGINEERS
'Al2 S. LYON ST.
.SANTA ANA CALIFORNIA
PHONE: KIMBERLY 7.4471
C A L I F 0 R N I A
LAKEWOOD
ANAHEIM
STANTON
LONG
REACH
o° � Bvke� . AH
HUNTINGTON
BEACH
T COSTA
MESA �OJ��
AC NEWPOR ® e
F4N BEACH c
LOCATION MAP
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T ".•-__.- �_ -. 2.�_ -:_ :.ts,.r�.....e�....a..^�1. —:-:. _..mry -A .J._a :s.�.ar.J�.�.... ®� .c .esw'...esa_.._..` ..... �: . .i.- Y�+ai�-
CORONA
DEL MAR
AUGUST 1962
T
ROADWAY
ROADWAY EXCAVATION 7, 99Cr C. Y.
2L'" PLANT MIXED SUNFACING — — — — — — — — _ _ — — — IkO,8UU S.F.
6" CURB AMU GUTTER (TYPE "D ") — — — — — — — — — — _ 61300 L.F.
4' U" X 4" CONCRETE SIDEWALK — — — — ` — _ _ 25,800 S.F.
AGGREGATE BASE 1,500 Tons
5C -Z50 PRIME COAT— — — — — — — — — T — — — ` _ — — 3,35u Gals
SEAL COAT _ 1,340 Gals
STANDARD GUARD PANEL — — — — — — — — — — — — — _ _' 35- --L.F. .,
2" X 6" REDWOOD HEADER — — — — _ — — _ — — — 40: L. P. Y`=
- - - -- i.
STREET SIGNS
5TIFEET LICWTS --- - - - - -- - ----- - ---- 19 Eac}-I
aI
5 E W E R E
B" Y.C.P. SEWER MAIN _
6" V.C.P. MOUSE CONNECTION SEWER _ — —_ — — —2,522 L.F,
STANDARD MANHOLES
DROP tANHOLES
W A T E R_'
B" ASBESTOS CEMENT WATER MAIN _ — — — _ _ — — — — 535 L.F.
6" GATE VALVES t cash
FIRE HYDRANT ASSEMBLY (COMPLETE)_
WATER SE VICES
w ;- - - - -
APPROVALS
Approved this 2.4 day of 1962 Approved this da} of l✓e ✓•
30YLE ENGINEERING FOR CITY bF COSTA MESA .
A. 1•i. Fickes, Reg. Civil En�ineer 6844 D. 5ouUworth, City Engineer
Approved this 1P day of /I/&? ✓ 19fi2 Approved th s d y of 136E
FOR COSTA MESA SANITARY DISTRICT FOR COSTA MESA COUNTY WATER DISTRICT t
Wlenay¢r
Manager
�1
TRACT N° 4808
CITY OF COSTA MESA, CALIFORNIA
y. REVISION" DESIGN H. s. BOYI,E ENGINEERING .SHEET -
Lo s 8 -31-62 /V LS. '
DRAWN W. L.5, SANTA ANA, CALIF.
DATE: AUG L4+. 8378 D -1036
CNECEED�p " of 5 SHEETS
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85
INDEX MAP
SCALE: I" =200'
LAKEWOOD
ANAHEIM
STANTON
LONG
REACH
o° � Bvke� . AH
HUNTINGTON
BEACH
T COSTA
MESA �OJ��
AC NEWPOR ® e
F4N BEACH c
LOCATION MAP
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T ".•-__.- �_ -. 2.�_ -:_ :.ts,.r�.....e�....a..^�1. —:-:. _..mry -A .J._a :s.�.ar.J�.�.... ®� .c .esw'...esa_.._..` ..... �: . .i.- Y�+ai�-
CORONA
DEL MAR
AUGUST 1962
T
ROADWAY
ROADWAY EXCAVATION 7, 99Cr C. Y.
2L'" PLANT MIXED SUNFACING — — — — — — — — _ _ — — — IkO,8UU S.F.
6" CURB AMU GUTTER (TYPE "D ") — — — — — — — — — — _ 61300 L.F.
4' U" X 4" CONCRETE SIDEWALK — — — — ` — _ _ 25,800 S.F.
AGGREGATE BASE 1,500 Tons
5C -Z50 PRIME COAT— — — — — — — — — T — — — ` _ — — 3,35u Gals
SEAL COAT _ 1,340 Gals
STANDARD GUARD PANEL — — — — — — — — — — — — — _ _' 35- --L.F. .,
2" X 6" REDWOOD HEADER — — — — _ — — _ — — — 40: L. P. Y`=
- - - -- i.
STREET SIGNS
5TIFEET LICWTS --- - - - - -- - ----- - ---- 19 Eac}-I
aI
5 E W E R E
B" Y.C.P. SEWER MAIN _
6" V.C.P. MOUSE CONNECTION SEWER _ — —_ — — —2,522 L.F,
STANDARD MANHOLES
DROP tANHOLES
W A T E R_'
B" ASBESTOS CEMENT WATER MAIN _ — — — _ _ — — — — 535 L.F.
6" GATE VALVES t cash
FIRE HYDRANT ASSEMBLY (COMPLETE)_
WATER SE VICES
w ;- - - - -
APPROVALS
Approved this 2.4 day of 1962 Approved this da} of l✓e ✓•
30YLE ENGINEERING FOR CITY bF COSTA MESA .
A. 1•i. Fickes, Reg. Civil En�ineer 6844 D. 5ouUworth, City Engineer
Approved this 1P day of /I/&? ✓ 19fi2 Approved th s d y of 136E
FOR COSTA MESA SANITARY DISTRICT FOR COSTA MESA COUNTY WATER DISTRICT t
Wlenay¢r
Manager
�1
TRACT N° 4808
CITY OF COSTA MESA, CALIFORNIA
y. REVISION" DESIGN H. s. BOYI,E ENGINEERING .SHEET -
Lo s 8 -31-62 /V LS. '
DRAWN W. L.5, SANTA ANA, CALIF.
DATE: AUG L4+. 8378 D -1036
CNECEED�p " of 5 SHEETS
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