S-63-12.1-11.7Y 1
IMPROVEMENT PLANS
FOR
TRACT.
!
S T A M ESA
0 . j
- C ITV OF C
1 ORANGE A N G E C O U N T Y, C A L I F O R N I A ESTIMATED QUANTITIES ��.
J CONSTRUCTION NOTES _
I'a
I CONSTRUCT 2" A/C SURFACING WITH SEAL COAT OVER PRIME COAT AND 4" AGGREGATE BASE.
f, (SEE STANDARD PLAN NO. 1).
1. ROADWAY EXCAVATION 14.270 C,Y�
2 CONS ?RUCT STANDARD 6" CONCRETE CURB AND GUTTER TYPE " -0 ". (SEE STANDARD PLAN $0. 6).. SCALE: AS SHOWN DATE: JANUARY , 1963
3 CONSTRUCT STANDARD 8" CONCRETE CURB AND GUTTER TYPE "Co. (SEE STANDARD PLAN NO. 5).j 2. 2" A/C SURFACING
GA�lo90 S.F.
4 CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' -U" WIDE. PREPARED IN THE OFFICE $. AGGdEGATE BASE
A 8 9,03 Tons
---�
OF ,4. PRIME COAT (SC -250)
' 5 CONSTRUCT STANDARD CONCRETE CROSS GUTTER AND APRONS, 8" THJC.X. (SEE DETAIL SHEET NO. 5). 4�8T5 Gals ;
:.< .
b CONSTRUCT STANDARD 6" CURB ONLY (TYPE A) CURB RETURNS. 5
• 3w C@A& 1y631, GALS
6. 6" CURB AND GUTTER, TYPE "D" N
:. 7 CONSTRUCT STANDARD 8" CURB ONLY {TYPE B) CURB RETURNS. 8,355 L.F.
8 CONSTRUCT 8" TO b" C.F. TRANSITION CONCRETE CURB ONLY (AT CROSS GUTTER AND APRONS) OR COMBINATION• 8" CURB AND GUTTER, TYPE "C" „ ',!11.74 L.F.
CURB AND GUTTER. ENGINEERING
1 ,
^ � 8. 6" TO 8" CURB AND GUTTER TRANSITION - ;: '°., 75 L.F.
CONSTRUCT $" V.C.P. SEWER MAIN, STANDARD MANHOLES, AND 6" HOUSE CONNECTIONS.
1 _ c CONSULTING ENGINEERS 8. 6" TO 8" CURB ONLY TRANSITION (X- GUTTER) 44 L.F.
>. l0 PLACE 2" X 6 " REDWOOD MEALIER.
L. F1_
-412 So. .LYON bTRBET 10. 6" CURB ONLY (X•GUTTER) 80
11 CONSTRUCT STANDARD GUARD PANEL (SEE STANDARD PLAN NO. 14).
SANTA ANA CALIFORNIA
7.447 ,
PHONE: KIMBERLY 7 -4471 1 �,�,. 6" CURB ONLY (® X- GUTTERS) _ '
TR CT STANDARD ONCRETE.ALLEY GUTTER (SEE STANDARD PLAN NO. 10).
12 CONS C
U _ 12. 4' X 4" CONCRETE SIDEWALK
1 INSTALL 6" A.C. WATER MAIN, GATE VALVES AND FIRE HYDRANTS (SEE COSTA MESA COUNTY WATER DISTRICT 2
13. CONCRETE X•GUTTER ,TTr7,f.F.
} STANDARDS).
- 14. 4' CONCRETE ALLEY GUTTER AND APRON 80Q S�Si�f.
• Iy INSTALL 8" A.Z. WATER MAIN, GATE VALVES AND FIRE HYDRANTS. :
>.
INSTALL 10" A.C. WATER MAIN, GATE VALVES AND FIRE HYDRANTS. 15. STREET SIGNS
8 Each
,
16. STREET a1S y '
1 5 ;. h
f' HYDRANTS. 21 Each
16 JINSTALL 12 A.C. WATER MAIN, GATE VALVES AND FIRE
,�
R SYSTEM.
a 9. �+� - 'MAP
u
1N D EX M -
ti , APPROVALS
t" V.C.P. HOUSE CONNECTION SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE
{'
a. DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITh A PLOT PLAN'
POR EACH LOT. THE DE E L
r T PRIOR TO SEWER MAIN
�;>,, •..r: T1NG THE RECOMMENDED LOCATION Of THE NOOSE CONNECTION FOR EACH t0 _ `
` CONNECTIONS HALL BE PLACED PRIOR TO SURFACING OF STREETS.
CONSTRUCTION. ALL SEWER HOUSE CONNED SHALL Approved . tls3s 6 day of Fe6ruclr y .18i(Ij . ;:-Approved tR s �'/ d f
-AL LL BE LEfT 6" BELOW FINISHED GRADE. THESEWERCON-
2 1 ALL SfNER MANHOLE FRAMES AND C VERS SMA
_:.., fT t STREET SURFACING - t.
TRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE A E( _
'FOR BOYLE ENGINEERING
13 COMPLETED.
FQR MY 4E COSTA MESA
n
AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD Of NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
11. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR TO PAVING.
J20 _SEWER_STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: 3ts0.00
13. WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 3U, 1960-
` 14. FIRE HYDRANTS TO -K I MSTALCED SHOWN THUS. If FN
w
45. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANITATION DISTRICT N0. 6 SEeifkS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPERATIONS (KIMBERLY 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO THE
REQUIREMENTS OF DISTRICT NO. 66. '
i► CLAY PIPE JOINT COMPOUND SHALL BE "CPI -2" OR •JC•60'• MECHANICAL COMPRESSION JOINTS SHALL BE
"WEDGE -LOCK" "SPEED -SEAL MAINLINE; OR APPROVED EQUAL. IN NO CASE WILL -JOINTING MATERIAL
USING NEAT OORTLAND CEMENT, MORTAR, OR GROUT BE PERMITTED.,
r y
_ BENCH MARK.
' DATUM OF CITY OF COSTA MESA: C'IIISLEQ 0 MW CORNER CONCRETE WALK., S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT
BOULEVARD IN PRIVATE WALK AROUND "BUDS DRIVE -IN ".. ELEVATION - 62.46
j COUNTY DATUM: , SUBTRACT 0.60 {LEVATION - 61.86
2 X 6 REDWOOD HEADER
i7,
REMOVE 2" X 6" REDWOOD HEADER.
18
CONSTRUCT WATER MAINS AND APPURTENANCES
AS SHOWN,
GUARD PANEL r _
:.. `
` °10- L.F.
_ :
{
N
EWER
`GENERAL
NOTES
I
8" V.C.P.•SEWER MAIN •
•,Ig 28 LF.
STREET STATIONING REFERS TO UNLESS OTHERWISE NOTED.
2.
WATER- SYSTEM SMALL BE INSTALLED TO'CONFORN TO COSTA MESA
COUNTY WATER DISTRICT STANDARDS.
3.
SEWER SYSTEM SHALL BE INSTALLED TO CONFORM TO COSTA MESA
SANITARY DISTRICT STANDAROS.
9 O83
ALL STREET WORK SHALL CONFORM TO CITY OF COSTA MESA STANDARDS.
5.
R T D THE DRIVEWAY
`INHERE DRIVEWAY DEPRESSIONS -ARE CONST UC E ,
APPROACHES SMALL &E CONSTRUCTED TO PROPERTY LINE
$. T
CO . STA MESA STANDARD NO. 11 AND 12.
CITY OF
1
116 Each
4, .
6.
XI$TING IRRIGATION LINES AND APPURTENANCES SHALL MOT: BE
REMOVED OR ALTERED WITHOUT CONSENT OF OWNERS..
'
y.
A PLAN NO, 17
STREET NAtafs1GiiS TO BE INSTALLED (STANDARD )
SHOWN THUS:
. A
I3.
L N UNLESS OTHERWISE NOTED
STREET LIGHTS TO BE INSTALLED SHOWN THUS. O (2,500 LUMEN
,�
R SYSTEM.
a 9. �+� - 'MAP
u
1N D EX M -
ti , APPROVALS
t" V.C.P. HOUSE CONNECTION SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE
{'
a. DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITh A PLOT PLAN'
POR EACH LOT. THE DE E L
r T PRIOR TO SEWER MAIN
�;>,, •..r: T1NG THE RECOMMENDED LOCATION Of THE NOOSE CONNECTION FOR EACH t0 _ `
` CONNECTIONS HALL BE PLACED PRIOR TO SURFACING OF STREETS.
CONSTRUCTION. ALL SEWER HOUSE CONNED SHALL Approved . tls3s 6 day of Fe6ruclr y .18i(Ij . ;:-Approved tR s �'/ d f
-AL LL BE LEfT 6" BELOW FINISHED GRADE. THESEWERCON-
2 1 ALL SfNER MANHOLE FRAMES AND C VERS SMA
_:.., fT t STREET SURFACING - t.
TRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE A E( _
'FOR BOYLE ENGINEERING
13 COMPLETED.
FQR MY 4E COSTA MESA
n
AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD Of NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
11. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR TO PAVING.
J20 _SEWER_STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: 3ts0.00
13. WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 3U, 1960-
` 14. FIRE HYDRANTS TO -K I MSTALCED SHOWN THUS. If FN
w
45. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANITATION DISTRICT N0. 6 SEeifkS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPERATIONS (KIMBERLY 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO THE
REQUIREMENTS OF DISTRICT NO. 66. '
i► CLAY PIPE JOINT COMPOUND SHALL BE "CPI -2" OR •JC•60'• MECHANICAL COMPRESSION JOINTS SHALL BE
"WEDGE -LOCK" "SPEED -SEAL MAINLINE; OR APPROVED EQUAL. IN NO CASE WILL -JOINTING MATERIAL
USING NEAT OORTLAND CEMENT, MORTAR, OR GROUT BE PERMITTED.,
r y
_ BENCH MARK.
' DATUM OF CITY OF COSTA MESA: C'IIISLEQ 0 MW CORNER CONCRETE WALK., S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT
BOULEVARD IN PRIVATE WALK AROUND "BUDS DRIVE -IN ".. ELEVATION - 62.46
j COUNTY DATUM: , SUBTRACT 0.60 {LEVATION - 61.86
2 X 6 REDWOOD HEADER
18. G
GUARD PANEL r _
:.. `
` °10- L.F.
_ :
EWER
1• 8
8" V.C.P.•SEWER MAIN •
•,Ig 28 LF.
Y. 6
6" Y.C.P. HOUSE CONNECTIONS 9
9 O83
$. T
TANDA MANHOLES LID
1
116 Each
4, .
ADJUST EXISTING MANHOLES.TO G
GRADE ;
;, � 2
2 E+Ich t
ti
. A
WATER
I. 6
6" A.C. WATER MAIN L
L.f, 4
4.y.
2. 8
8" A.C. WATER MAINTa&I L
L�F,
A. 1
12" A.C. WATER MAIN
4. 6
6' BATE VALVE M
M .
6. B
B" GATE VALVE
T
.Each
B. 1
12" GATE VALVE
7. ,
,FIRE HYDRANTS .
. + • _ E
ESA f
f.
8. W
WATER SERVICES" l
loE b
e.
"AIHAGE
nx, 4
4 e
7 A/®" X 36" PART _
_CIRCLE C
ONC E . DRII ,
R SYSTEM.
a 9. �+� - 'MAP
u
1N D EX M -
ti , APPROVALS
t" V.C.P. HOUSE CONNECTION SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE
{'
a. DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITh A PLOT PLAN'
POR EACH LOT. THE DE E L
r T PRIOR TO SEWER MAIN
�;>,, •..r: T1NG THE RECOMMENDED LOCATION Of THE NOOSE CONNECTION FOR EACH t0 _ `
` CONNECTIONS HALL BE PLACED PRIOR TO SURFACING OF STREETS.
CONSTRUCTION. ALL SEWER HOUSE CONNED SHALL Approved . tls3s 6 day of Fe6ruclr y .18i(Ij . ;:-Approved tR s �'/ d f
-AL LL BE LEfT 6" BELOW FINISHED GRADE. THESEWERCON-
2 1 ALL SfNER MANHOLE FRAMES AND C VERS SMA
_:.., fT t STREET SURFACING - t.
TRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE A E( _
'FOR BOYLE ENGINEERING
13 COMPLETED.
FQR MY 4E COSTA MESA
n
AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD Of NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
11. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR TO PAVING.
J20 _SEWER_STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: 3ts0.00
13. WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 3U, 1960-
` 14. FIRE HYDRANTS TO -K I MSTALCED SHOWN THUS. If FN
w
45. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANITATION DISTRICT N0. 6 SEeifkS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPERATIONS (KIMBERLY 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO THE
REQUIREMENTS OF DISTRICT NO. 66. '
i► CLAY PIPE JOINT COMPOUND SHALL BE "CPI -2" OR •JC•60'• MECHANICAL COMPRESSION JOINTS SHALL BE
"WEDGE -LOCK" "SPEED -SEAL MAINLINE; OR APPROVED EQUAL. IN NO CASE WILL -JOINTING MATERIAL
USING NEAT OORTLAND CEMENT, MORTAR, OR GROUT BE PERMITTED.,
r y
_ BENCH MARK.
' DATUM OF CITY OF COSTA MESA: C'IIISLEQ 0 MW CORNER CONCRETE WALK., S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT
BOULEVARD IN PRIVATE WALK AROUND "BUDS DRIVE -IN ".. ELEVATION - 62.46
j COUNTY DATUM: , SUBTRACT 0.60 {LEVATION - 61.86
AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD Of NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT
CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
11. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR TO PAVING.
J20 _SEWER_STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: 3ts0.00
13. WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE 3U, 1960-
` 14. FIRE HYDRANTS TO -K I MSTALCED SHOWN THUS. If FN
w
45. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANITATION DISTRICT N0. 6 SEeifkS, NOTICE MUST BE GIVEN TO THE
SUPERINTENDENT OF OPERATIONS (KIMBERLY 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO THE
REQUIREMENTS OF DISTRICT NO. 66. '
i► CLAY PIPE JOINT COMPOUND SHALL BE "CPI -2" OR •JC•60'• MECHANICAL COMPRESSION JOINTS SHALL BE
"WEDGE -LOCK" "SPEED -SEAL MAINLINE; OR APPROVED EQUAL. IN NO CASE WILL -JOINTING MATERIAL
USING NEAT OORTLAND CEMENT, MORTAR, OR GROUT BE PERMITTED.,
r y
_ BENCH MARK.
' DATUM OF CITY OF COSTA MESA: C'IIISLEQ 0 MW CORNER CONCRETE WALK., S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT
BOULEVARD IN PRIVATE WALK AROUND "BUDS DRIVE -IN ".. ELEVATION - 62.46
j COUNTY DATUM: , SUBTRACT 0.60 {LEVATION - 61.86
F,
owl
tu
�.
Ilk
14 SEE SHEET 2
j � S
O 60
�, f0 20 20 to' \ Q
tu 16lkj
I
R. 'e.5.
•. Q 4 1
L
�� O ° 39. 27'
iY U I A °0 F ` �, 4000 Lumen
6 I 6100 d? 00
?59. 00 6 KC, P
. � I 24 ?6% 00'
CURB DATA oq
4" p0 Q•/G 6° E. d • ?0 °2/'S/" : W Q ^mil �b
P R • -/00.00' . y� F
4- (� I L • 35.54'
y„ yc` °� ,f 163 r° /� sc' b 3� 9 a °� yr ki
\ %
- ,
EX /S T. SEWER - 1 0 C
729 8E d'fA /A/TA /A/L°O ` /A/ PLACE. \
A' 0
F
1
i
1
NOTE: See S,0(7,-OP' A121 For "Bench Mork
and C0nslruc >ior� Nudes -
- -7- .,
SHEET 2 oZ sFE 3y``ET >.
I 6 / 7M!0
1111 BO B2 84 d5 BCo B7 8B 20 20 /O 4 I T CuRI DATA 22 � ` 4 ■OOOO'00' G q Rs`502.400 � R e JO 00 0 p.:C/t.DATA ° "'� •- �4.= /3 /,Sd' ; ��� �4p0p /
q f d- 9000'00 W T 66. /f' a.d k 16',6'' I + iR. 2600' "'� v -•� `>< � Ma ,S /.9 L• 39.27' l CA �� iSY : 1 47 7P.00' Coe, 00' - - — 7 ?•00' = 7P.00' 71.0 72.00 71, 00' 7/.09
�T 1j f o d -w �-- �5 6 W 2 1
�� h61G ti 950,00 BuV•G.P, V,C•P ♦ N
M M i-a
,y4 O N67 v� kl'l* c �+ EAST / 0.69 N IAJ -77
G G t I -dOi,
7 ' 00' ,- 7 ?•00' 7 ?.DO' _ .45.00' - 05.00 • 71.00' . V. 00 ' 72 00 C�.S0 0' .(.500• 7e, 00 , 2/.O/
o /
r- v, c~ o
_ I
Re
35 3 4 33 32 31 30 29 28 27 2fv 25 a ?4 6
e� 5 Jpd o
I/ fl 1/33
PIAI 11 /5 Ilo9 1163 /agry 1691 /d� /G fl �� 1 t
4 0� /473 ,1.955 ,10 2a AO��
Q.
LYk 46 6� %dry
TREE T
LVADOR S
� \h� SEE S,yEET, 7
.. j
F
PLAN SCALE: 1"
HIET
6
3
N
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