S-85-13.1-13.50
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AAIAT
CO
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19th ST.
I
,9fb � 20th
yP
P ROSEMARY PL.
sj. SEE SHT. 2
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by �; d ate 7«
GENERAL NOTES
CIP8403
CIP8509
CIP8510
CIP8511
MC - 724
f
J
1
y` INSTALL DUCTILE IRON
SEWER PIPE LATERAL/ MAIN
EX. SEWER EX. 6 "V. C. P.
6" INSIDE AND OUT I'
I' MIN
o:• INSTALL MIN. - JOIN EXISTING
a CONCRETE WITH SEWER REPAIR
° PLUG t COUPLING WITH ADJUST -
NEW WATER MAIN ABLE STAINLESS STEEL
1. ALL WORK SHALL CONFORM TO THE CITY OF COSTA 15. ALL VALVES WHERE TIE -INS ARE REQUIRED WILL BE BLIND FLG'D - - I° ,, °r - SHEAR RING BAND-SEAL
MESA STD'S AND SHALL MEET THE APPROVAL OF THE BY CONTRACTOR PRIOR TO PRESSURE TEST. ; i - OR APPROVED EQUAL.,
CITY ENGINEER AND ANY ISSUED PERMITS.
16. ALL MATERIALS PROPOSED FOR USE SHALL BE APPROVED PRIOR TO
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CONSTRUCTION AND ALL ALTERNATE METHODS OR MATERIALS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS NOTED BY THE STANDARDS SHALL BE APPROVED PRIOR TO USE.
CONSTRUCTION , LATEST EDITION , WITH IN PUBLIC RIGHT I� TYPICAL CUT AND PLUG DETAIL n TYPICAL SEWER LATERAL \
OF -WAY. 17. PROTECT EXISTING CONDUIT AND LOOPS. IF DAMAGED
CONTRACTOR WILL REPLACE TO SATISFACTION OF CITY ENGINEER. N.T.S. REPLACEMENT DETAIL
3. THE DISTRICT SHALL OBTAIN A PERMIT AND REQUEST N.T.S.
INSPECTION FROM CITY ENGINEERING DIV, 48 HRS. 18. ALL TRAFFIC STRIPING AND MARKING SHALL BE REPLACED BY CONTRACTOR
IN ADVANCE OF PERFORMING ANY WORK.(714) 754 -5323 IN KIND PER CITY OF COSTA MESA REQUIREMENTS
CONTRACTOR TO COORDINATE ALL INSPECTIONS WITH DISTRICT CONTACT TRAFFIC ENGINEERING .(714) 754 -5334
LEGEND,
4. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR 19, WORK INVOLVING DETOUR OF TRAFFIC SHALL BE LIMITED
TO ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY. TO THAT TIME PERIOD BETWEEN 8:30 A.M. AND 3:00 P.M. GAS -- -G -
5. PROTECT ALL EXISTING UTILITIES IN PLACE. TELEPHONE
20. ALL CONSTRUCTION TRAFFIC CONTROL SHALL BE PER THE WATCH EDISON - E -E-
6. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MANUAL ALSO USING FLASHING ARROW BOARD FOR ANY LANE SEWER S
MINERAL AGGREGATE SHALL BE 5.6 %BY DRY WEIGHT, CLOSURES PERMITTED ON HARBOR BLVD. AND FAIRVIEW ROAD. POWER POLE P. P.
UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER .
7. TRENCHING AND RESURFACING SHALL BE PER CITY OF 21. MAINTAIN 4' OF CLEAR SIDEWALK AROUND FIRE HYDRANTS AND FIRE HYDRANT F. H. Q
COSTA MESA STD. DWG. 813. OTHER SIDEWALK OBSTRUCTIONS. WATER VALVE EXISTING �-
22. ON ALL STREETS OTHER THAN HARBOR BLVD. AND FAIRVIEW RD. WATER MAIN Wt,
8. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO MAINTAIN TWO-WAY TRAFFIC. WATER METER r
EXISTING STREETS OR ARE WITHIN AN INTERSECTION SHALL STORM DRAIN -_ ____
BE BACKFILLED WITH CL. 100 -E -100 SAND /CEMENT SLURRY PER 0 E3• EXCEPT FOR FINAL AC CAPPING, CONTRACTOR SHALL COSTA MESA SANITARY DISTRICT (714) 631 - 1731 TRAFFIC LIGHT CONDUIT T -S -C-
CITY STD. N0. 813. COMPLETE ALL WORK IN ONE STREET PRIOR TO
9. ALL REPLACEMENTS OF CURBS, GUTTERS,ETC. SHALL BE MADE TRENCHING OF ANOTHER STREET. SOUTHERN CALIFORNIA GAS CO. (714) 538-0211 SEWER MANHOLE -Q-
PER CITY OF COSTA MESA STO'S. NEW FIRE HYDRANT W� ,-
10. MAINTAIN ACCESS TO LOCAL PROPERTY. IF ALLEY CLOSURE IS PACIFIC TELEPHONE CO. (714) 633-0811 NEW B/F VALVE
NECESSARY, NOTIFY PROPERTY OWNER 24HRS. IN ADVANCE. SOUTHERN CALIFORNIA EDISON CO. (714) 835 -5200
11. COVER FILL OR FENCE EXCAVATION WHEN NOT IN ACTIVE UNDERGROUND SERVICE ALERT 1-800- 422 -4133 NOTE
CONSTRUCTION. ALL STEEL PLATING WILL BE SECURED CONTRACTOR TO VERIFY DEPTH AND LOCATION
WITH SPIKES. CITY OF COSTA MESA (714) 754 - 5323 OF ALL UTILITIES PRIOR 1-0 TRENCHING.
12. INSTALL THRUST BLOCKS WHEN NEEDED PER 01ST. STD. DWG. NO.12. COSTA MESA TRAFFIC ENGINEERING (714) 754- 5334 CONTRACTOR TO INSTALL TEMPORARY CAPS FOR M
13. &LLpp AE ONE LANE OF TRAFFIC ON HARBOR BLVD. N /BOUND ONLY MESA CONSOLIDATED WATER DISTRICT (714) 631 - 1291
TESTING a CHLORINATION PRIOR TO CONNECTING
B:30A.M. TO 3: P. M. TO EXISTING MAINS.
14. CONTRACTOR TO FURNISH AND INSTALL TEMPORARY AIR RELEASES INSPECTION (714) 754- 5398 RETURN ALL MATERIALS REMOVED TO DISTRICT YARD.
FOR PRESSURE TESTING AS NEEDED.
i
v'
PLANS PR ARED UNDER T SUPERVISION OF
zz�
�C«u0dkJa a
%der District
YOUR INDEPENDENT WATERAGENCV
1965 Placentia Avenue • Costa Mesa. Ca 92627. 714 631 -1291
P LAN SHOWN SCALE
AS
ROSEMARY PL. CUL-DE -SAC
CONWAY AVE . CUL-DE-SAC
SWARTHMORE LN . CUL DE SAC
ELMHURST LN . CUL DE SAC
N
Cl) N
{
l
Z9
SHEET
°' S
J ! NA - DFStRtCT ENGINEER /?CIF Z46ZO
CONWAY AVE.
-
pgULARINO
AVE. P of
SEE SHT. 3 . "
-'
BAKER
ST.
m
R.B.B.
KARL KEM - GENERAL MANAGER
MESA CONSOLIDATED WATER DISTRICT
71285
RB.B.
ADD GENERAL NOTE 23 AND DETAIL SHEET 4 AND 5 . I
dwn
DA E
DATE
BY
REVISION DESCRIPTION
APED
S�Si.
ckd.
date
ADAMS
db
�m
SWARTHMORE L
.
MERRIMAC
ARLINGTON
0v
DR.
SEE SHT. 4
WY.
l
I
FAIR
DR.
- N -
ELMHURST LN.
;
SEE SHT.5
W
1
WILSON
ST.
VICINITY MAP
N.T.S.
m �e
Ix
_ �� 2 /sf Jam•
P
19th ST.
I
,9fb � 20th
yP
P ROSEMARY PL.
sj. SEE SHT. 2
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by �; d ate 7«
GENERAL NOTES
CIP8403
CIP8509
CIP8510
CIP8511
MC - 724
f
J
1
y` INSTALL DUCTILE IRON
SEWER PIPE LATERAL/ MAIN
EX. SEWER EX. 6 "V. C. P.
6" INSIDE AND OUT I'
I' MIN
o:• INSTALL MIN. - JOIN EXISTING
a CONCRETE WITH SEWER REPAIR
° PLUG t COUPLING WITH ADJUST -
NEW WATER MAIN ABLE STAINLESS STEEL
1. ALL WORK SHALL CONFORM TO THE CITY OF COSTA 15. ALL VALVES WHERE TIE -INS ARE REQUIRED WILL BE BLIND FLG'D - - I° ,, °r - SHEAR RING BAND-SEAL
MESA STD'S AND SHALL MEET THE APPROVAL OF THE BY CONTRACTOR PRIOR TO PRESSURE TEST. ; i - OR APPROVED EQUAL.,
CITY ENGINEER AND ANY ISSUED PERMITS.
16. ALL MATERIALS PROPOSED FOR USE SHALL BE APPROVED PRIOR TO
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CONSTRUCTION AND ALL ALTERNATE METHODS OR MATERIALS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS NOTED BY THE STANDARDS SHALL BE APPROVED PRIOR TO USE.
CONSTRUCTION , LATEST EDITION , WITH IN PUBLIC RIGHT I� TYPICAL CUT AND PLUG DETAIL n TYPICAL SEWER LATERAL \
OF -WAY. 17. PROTECT EXISTING CONDUIT AND LOOPS. IF DAMAGED
CONTRACTOR WILL REPLACE TO SATISFACTION OF CITY ENGINEER. N.T.S. REPLACEMENT DETAIL
3. THE DISTRICT SHALL OBTAIN A PERMIT AND REQUEST N.T.S.
INSPECTION FROM CITY ENGINEERING DIV, 48 HRS. 18. ALL TRAFFIC STRIPING AND MARKING SHALL BE REPLACED BY CONTRACTOR
IN ADVANCE OF PERFORMING ANY WORK.(714) 754 -5323 IN KIND PER CITY OF COSTA MESA REQUIREMENTS
CONTRACTOR TO COORDINATE ALL INSPECTIONS WITH DISTRICT CONTACT TRAFFIC ENGINEERING .(714) 754 -5334
LEGEND,
4. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR 19, WORK INVOLVING DETOUR OF TRAFFIC SHALL BE LIMITED
TO ANY SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY. TO THAT TIME PERIOD BETWEEN 8:30 A.M. AND 3:00 P.M. GAS -- -G -
5. PROTECT ALL EXISTING UTILITIES IN PLACE. TELEPHONE
20. ALL CONSTRUCTION TRAFFIC CONTROL SHALL BE PER THE WATCH EDISON - E -E-
6. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MANUAL ALSO USING FLASHING ARROW BOARD FOR ANY LANE SEWER S
MINERAL AGGREGATE SHALL BE 5.6 %BY DRY WEIGHT, CLOSURES PERMITTED ON HARBOR BLVD. AND FAIRVIEW ROAD. POWER POLE P. P.
UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER .
7. TRENCHING AND RESURFACING SHALL BE PER CITY OF 21. MAINTAIN 4' OF CLEAR SIDEWALK AROUND FIRE HYDRANTS AND FIRE HYDRANT F. H. Q
COSTA MESA STD. DWG. 813. OTHER SIDEWALK OBSTRUCTIONS. WATER VALVE EXISTING �-
22. ON ALL STREETS OTHER THAN HARBOR BLVD. AND FAIRVIEW RD. WATER MAIN Wt,
8. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO MAINTAIN TWO-WAY TRAFFIC. WATER METER r
EXISTING STREETS OR ARE WITHIN AN INTERSECTION SHALL STORM DRAIN -_ ____
BE BACKFILLED WITH CL. 100 -E -100 SAND /CEMENT SLURRY PER 0 E3• EXCEPT FOR FINAL AC CAPPING, CONTRACTOR SHALL COSTA MESA SANITARY DISTRICT (714) 631 - 1731 TRAFFIC LIGHT CONDUIT T -S -C-
CITY STD. N0. 813. COMPLETE ALL WORK IN ONE STREET PRIOR TO
9. ALL REPLACEMENTS OF CURBS, GUTTERS,ETC. SHALL BE MADE TRENCHING OF ANOTHER STREET. SOUTHERN CALIFORNIA GAS CO. (714) 538-0211 SEWER MANHOLE -Q-
PER CITY OF COSTA MESA STO'S. NEW FIRE HYDRANT W� ,-
10. MAINTAIN ACCESS TO LOCAL PROPERTY. IF ALLEY CLOSURE IS PACIFIC TELEPHONE CO. (714) 633-0811 NEW B/F VALVE
NECESSARY, NOTIFY PROPERTY OWNER 24HRS. IN ADVANCE. SOUTHERN CALIFORNIA EDISON CO. (714) 835 -5200
11. COVER FILL OR FENCE EXCAVATION WHEN NOT IN ACTIVE UNDERGROUND SERVICE ALERT 1-800- 422 -4133 NOTE
CONSTRUCTION. ALL STEEL PLATING WILL BE SECURED CONTRACTOR TO VERIFY DEPTH AND LOCATION
WITH SPIKES. CITY OF COSTA MESA (714) 754 - 5323 OF ALL UTILITIES PRIOR 1-0 TRENCHING.
12. INSTALL THRUST BLOCKS WHEN NEEDED PER 01ST. STD. DWG. NO.12. COSTA MESA TRAFFIC ENGINEERING (714) 754- 5334 CONTRACTOR TO INSTALL TEMPORARY CAPS FOR M
13. &LLpp AE ONE LANE OF TRAFFIC ON HARBOR BLVD. N /BOUND ONLY MESA CONSOLIDATED WATER DISTRICT (714) 631 - 1291
TESTING a CHLORINATION PRIOR TO CONNECTING
B:30A.M. TO 3: P. M. TO EXISTING MAINS.
14. CONTRACTOR TO FURNISH AND INSTALL TEMPORARY AIR RELEASES INSPECTION (714) 754- 5398 RETURN ALL MATERIALS REMOVED TO DISTRICT YARD.
FOR PRESSURE TESTING AS NEEDED.
i
v'
PLANS PR ARED UNDER T SUPERVISION OF
zz�
�C«u0dkJa a
%der District
YOUR INDEPENDENT WATERAGENCV
1965 Placentia Avenue • Costa Mesa. Ca 92627. 714 631 -1291
P LAN SHOWN SCALE
AS
ROSEMARY PL. CUL-DE -SAC
CONWAY AVE . CUL-DE-SAC
SWARTHMORE LN . CUL DE SAC
ELMHURST LN . CUL DE SAC
MC-724
{
l
SHEET
°' S
J ! NA - DFStRtCT ENGINEER /?CIF Z46ZO
DATE
-
PPROVED BY
2�
R.B.B.
des.
R.B.B.
KARL KEM - GENERAL MANAGER
MESA CONSOLIDATED WATER DISTRICT
71285
RB.B.
ADD GENERAL NOTE 23 AND DETAIL SHEET 4 AND 5 . I
dwn
DA E
DATE
BY
REVISION DESCRIPTION
APED
S�Si.
ckd.
date
..
1
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P
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. .. ... I It ......... . ..... ....... .. I . ...... ....... t
77 77.-IF .... .... . . ......
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q
7477-7__ - - - -- - ---- . .... . .....
-.4 t .....
A
--`4 4-
f
i t
t
BENCH MARK 0 I 2 3 4 5 6
ON THE NORTH SIDE OF BAKER ST., IN THE CENTER OF THE MEDIAN AT
LORNE LN., 10.3 FT. NORTH OF THE SOUTH NOSE OF THE MEDIAN SET IN
THE TOP OF A 4 FT. LONG CONCRETE POST, TWO INCHES HIGHER THAN `JOB ,e
MEDIAN. 19771976 Ah 1�
ELEVATION 41. 170 '
\C1
C,
CITY OF COSTA MESA STD. NOTES O04 JOIN X. 4"A, C. P.
W16"X 4" REDUCING 900ELL 9. 0
I. TRENCH AND RESURFACING PER CITY STD. NO. 813.
0
2. DO NOT EXCAVATE MORE THAN CAN BE BACKFILLED
OR PLATED IN ONE DAY.
3. MAINTAIN ACCESS TO LOCAL PROPERTIES AND GIVE 4 '0
48 HRS. NOTICE PRIOR TO WORK. 6
4. BORE UNDER CROSS GUTTER PER CITY STD'S. CiG
5. CLOSE ONE LANE ON LOREN LN. WITH FLAGMAN
0 12 2 STA. 4 t 64
IF DIRECTED, 8:30 A.M TO 3: PM. LOREN LANE �C�a -A
A
-1 1! 6 1 19 R/W \5
2
Y,
5.5' I I I CD I It R/ W N
L\! I cm CrG I CUT PLUG REMOVE 4" C\I 8
2q - 1.71 -
11 VALVE AND INSTALL 44
la I 4"A.C. IN PLACE
A BLIND FLANGE. ABANDON
.FHj x BACKFILL WITH SLURRY. n.
jL.P
DWY.
CIG
ASPHALT PARKING
e t 6*A.C.P 0
7
77
/4 1 -
STA. Of 00 ZY-7 --t
HOT TAP
EX.4'h.C. Nk.
Ir-,
H. I
18 8 'kill
SCHOOL YARD
C;G 9 3:;AO 7
R/W
:0
10
PIPE CURVE
b 32-04'2-3"
6 BLDG. It R--144*
0
In L =80.61'
0 6
m m In T =41.39'
tv I
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by date —
PLANS PREPARED UNDER THE SUPERVISION OF
MESA CONSOLIDATED* WATER DISTRICT
( // DI ICT ENGINEER' -
ESA CON DATED WATER DISTRICT
DA E
Mesa Consolidated
Water District
YOUR INDEPENDENT WATER AGENCY
1965 PlacwMa Avems -Costa Mosa,C092627. 714 631-1291 PATE
BY 1 REVISION DESCRIPTION
AWD I DATE
CONSTRUCTION NOTES
2 (j)I INSTALL 8'X6" TAP SLEEVE AND 6- TAPPING VALVE, STD. DWG. NO. 6.
- INSTALLIS"A.C.P. CLASS 150 or 6"P.V.C. CL.150or200,AWWAC900,HI-DEF CPL' G'S.
3
INSTALL 6' FLG'D. TEE AND 6-FLG'D. X RT. ADAPTER.
4 INSTALL 6" X 4" RT. X RT. 909ELL. AND JOIN EXISTING 40A.C.P.
5 INSTALL 6" RT. X FLG'D. B/F VALVE.
(��INSTALL FIRE HYDRANT PER DIST. STD. DWG. NO. 4
(PV.C. ALTERNATE ACCEPTABLE)
a_INSTALL ImSERVICE PER DIST. STD. DWG. NO. I AND JOIN EXIST. I" COP. SERVICE
WITH SILVER SOLDER AND INSTALL CUSTOMER SERVICE VALVE PER DIST.
STD. DWG. NO. 3.
(9 _ INSTALL NEW 2"COPPER SERVICE PER DIST. STD. DWG.
NO. 2 AND CONNECT TO CUSTOMER SERVICE PER DIST.
STD. DWG. NO. 3 WITH CUSTOMER VALVE AND BOX.
INSTALL THRUST BLOCKS PER DIST. STD. DWG. NO. 12.
CUT AND PLUG 4"A. C. P. SEE DETAIL SHT. I
BORE UNDER CROSS GUTTER PER CITY STD: ' S
II REMOVE 4" GATE VALVE AND INSTALL BLIND FLANGE.
NOTE: SEE SHEET I FOR TYPICAL SEWER
LATERAL REPLACEMENT DETAIL.
IF P.V.C. PIPE IS INSTALLED, MAY USE
6"P.V.C. PIPE FOR F.H. LATERAL.
PROFILE SCALES
HORIZ. 1" Z40
VERT. 1" ■ 4
PLAN SCALE
1 40'
R.B.B. _EB.B.
PLAN AND PROFILE FOR THE CONSTRUCTION OF
CONWAY AVENUE WATER
MAIN REPLACEMENT
MC-T24
SHEET 3
of
CIP8509
I
i
M
i�
A
1
O BENCH MARK
CONSTRUCTION NOTES 17 SEE SHEET I FOR TYPICAL SEWER LATERAL IN THE SOUTHEAST PART OF THE INTERSECTION OF
REPLACEMENT DETAIL. HARBOR BLVD. AND FAIR DR., 100 FT. EAST OF THE
lO— INSTALL 6 PV.C. CLASS 200,AWWA G900•HI-DEF CPL-C- $INSTALL 6 GT. X FLG. ADAPTER. NOTE. USE FLUID-TITE TWIN GASKET HI- DEFLECTION CENTER LINE OF THE BLVD. ,40FT. SOUTH OF THE
CONTRACTOR TO HAVE AREA 22 INSTALL 6 "TAP. SLEEVE AND TAP. VALVE, STD. NO. 6. 9O-- INSTALL ["SERVICE PER DIST. STD. DWG. NO.1 AND JOIN EXIT. CPL'G'S W /6" P.V.C. CL. 200, AWWA 0900 CENTER LINE OF THE DR., SET IN THE TOP OF THE
OF CONSTRUCTION RELAND ' " " " SOUTHWEST CORNER OF CONCRETE VAULT, LEVEL
3 INSTALL 6 FLG. X FLG. TEE. I COPPER SERVICE W /SILVER SOLDER AND INSTALL 13 REMOVE EXIST. 12 xl2 z4 RT TEE AND REPLACE
SCAPED. 4 INSTALL FIRE HYDRANT PER DIST. STD. DWG. NO. 4. a1 CUSTOMER SERVICE VALVE AND BOX PER DIST. STD. DWG.3. W /I ?'k12�k6"RT. X FLG. TEE AND 12 *A.C.P. AS WITH THE GROUND.
HARBOR BLVD. �5 INSTALL 6u GT. X FLG. B/F VALVE. 10 INSTALL THRUST BLOCKS PER DIST. STD. DWG. NO. REODTOJOINEXIST..12 "A.C.P W/ CARNEGIE AVENUE ELEVATION 70.560
g ( 6 INSTALL 6" GT. X GT. 90° ELL. 11 REMOVE 4'G.V. AND INSTALL BLIND FLG . A.C. COLLARS.
1 h q
EX. 4 BLOCK WALL owr.� � 7a- INSTALL 19.5'of 12" I.D. STEEL CASING PER DIST. STD. DWG. 12 CUT AND PLUG 4 "A.C.P.� SEE DETAIL SHT. 1 18 BORE UNDER CROSS GUTTER 6
N _ NO. 10. m I PER CITY STD S. I 30' 30'
in 04 28 "7- ; 13 3 I � 20 20 10 = I M
10'
5. ___
X50' / , \/ k? I EXISTING A.G.P. TO BE -' N %'C ; I I a I/ 'I �' UPGRADE EXISTING FIRE HYDRANT
ABANDONED IN PLACE 1 I 4 '
i DWY. Y. DWY. GrG TO GLASS A' PER DIST. STD. N0.4.
147' 3, \\ R/W a i !� �; ! a
I 3 u EX.F.H. "B' 'v
IlIIl,
10 .1 - - - `,y �_ - - I f % w
VV
Cil
I 5 I" I 1 I—w-- I- —;v vl— '� `1' t - -¢DwY.
19.5 i 1 " '
10
OD
I I C, G
M 11 3 I N I 2 I 9 I i �. 12 V5 6"A.C.P.
RECORDED IN BOOK 10' PUBLIC UTILITY 13 — 5 1`.r— i _. .., ...._. I - I ' M.K STA. O f OO .. {
87, PAGES 34 B 35 EASEMENT - N .P. - IA "' '#'�•i - 2 10
OF MISC.MAPS OF D. 7 8 IT • 11 (T — I 1 I I I I r: - ..•# ._ I HOT TAP
ORANGE COUNTY. PROTECT EXIST. U 7 I� I I N I — I I 18 ' 2564 _
TREE IN PLACE Q 77
I o iu 1 C
C, G, R/W CITY OF COSTA MESA STD. NOTES
_ ... = - - t
? 4 STA.3t ��.'�- r--- - -__ - �� GtG F i. TRENCH AND RESURFACING PER CITY STD. N0.813.
x 41 � 1 � 1 r _ - - - y''I � - - 1 ' - I ` • • - r • • ' � - - - =-1�. � _ _ • I = � f - � ; � : I 2. DO NOT EXCAVATE MORE THAN CAN BE BACKFILLED
J 1 3 9 II . \ , OR PLATED IN ONE DAY.
In R/W
rj 14
3. MAINTAIN ACCESS TO LOCAL PROPERTIES AND GIVE -.
\ 1
�F N ►, 21'
GAG �c'. _'�� Owr. DwY. Ui Dwr. DwY DWY 1 a 48 HRS. NOTICE PRIOR TO WORK.
- 4. BORE UNDER GROSS GUTTER PER CITY STD'S.
t 3 R/W �� 9 I I rJ :. <__! Gi 1 LP. L j��_ - -__ - -- _ -G 5. CLOSE ONE LANE ON CARNEGIE AVE. WITH FLAGMAN
4' I• 1 313 - 1 - U) III -I S IF DIRECTED , 8:30 A. M. TO 3: P. M.
I U') My I. - N 6. USE FLASHING ARROW BOARD ON HARBOR BLVD.
` 3 N
WY. a d' a Iy•l i I .I y� _ r,
I
NOTE: SEWER LATERAL POTHOLED PER CITY SEWER
PLAN BUT COULD NOT LOCATE .
r
MAY USE LATERAL
PIPE
SWARTHMORE LANE
FOR F.H. LATERAL .
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by date
PLANS PREPARED UNDER THE SUPERVISION OF
MESA CONSOLIDATED WATER DISTRICT
WATER DISTRICT
Mesa Consolidated
Water District
�,,�� —qy YOUR INDEPENDENT WATER AGENCY
OAS TE 1965PIacemiaAwnue-Costa Mesa,Ca9262T- 714 631-1291
W
7-12-85 R.B.B. ADD EASEMENT DETAIL I
DATE BY REVISION DESCRIPTION
APP'D I DATE
PROFILE SCALES
HORIZ. 1" a 20
VERT. I" ■ 4'
PLAN SCALE
i" = 20'
R.B.B. I R.B.B.
PLAN AND PROFILE FOR THE CONSTRUCTION OF_ MC -724
. � -1 7 5 50
`, 2 S o.V' SHEET 4
SWARTHMORE LANE WATER Sa/
MAIN REPLACEMENT
5
c1_
I
I1
l
I
1
i
I
i
I
t
j
i
i
i
rT
F<
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by date
PLANS PREPARED UNDER THE SUPERVISION OF
MESA CONSOLIDATED WATER DISTRICT
/I APPROVMBY
STRICT ENGINEER
SOLIDATED WATER DISTRICT
79 5
DATE
ELMHURST
Mesa Consolidated
Water District
OUR INDEPENDENT WATER AGENCY -
7-12-85 R.B.B. I ADD
1965PIacsMlaAvaws-Costa Msfa,Ca92627. 714 631 -1291 DATE BY
DETAIL
MAY USE 6 "P.V.C. PIPE
FOR F.H. LATERAL
LANE
PROFILE SCALES PLAN AND PROFILE FOR THE CONSTRUCTION OF MC-T'24
HORIZ. I" = 20'
VERT. i "• 4' — SHEET 5
PLAN SCALE
I„ a 20, ELMHURST LANE WATER
R•8•B. R.B. B•_
715 a aw MAIN REPLACEMENT of 5
REVISION DESCRIPTION AWD DATE CIP8511 ekd. di
i
rT
F<
Street work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by date
PLANS PREPARED UNDER THE SUPERVISION OF
MESA CONSOLIDATED WATER DISTRICT
/I APPROVMBY
STRICT ENGINEER
SOLIDATED WATER DISTRICT
79 5
DATE
ELMHURST
Mesa Consolidated
Water District
OUR INDEPENDENT WATER AGENCY -
7-12-85 R.B.B. I ADD
1965PIacsMlaAvaws-Costa Msfa,Ca92627. 714 631 -1291 DATE BY
DETAIL
MAY USE 6 "P.V.C. PIPE
FOR F.H. LATERAL
LANE
PROFILE SCALES PLAN AND PROFILE FOR THE CONSTRUCTION OF MC-T'24
HORIZ. I" = 20'
VERT. i "• 4' — SHEET 5
PLAN SCALE
I„ a 20, ELMHURST LANE WATER
R•8•B. R.B. B•_
715 a aw MAIN REPLACEMENT of 5
REVISION DESCRIPTION AWD DATE CIP8511 ekd. di