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and are the property of
Meyer do Allen
Associates. AII designs and other information
__________________ -
use on the Specified
project and shall not be
used without
I
Allen Associates.
Addendum No. 2
- _ - - - _
-�- - EXIS DRAIN
--------------------------------
All Rights Reserved.
00
- - - - -- SANITARY SEWER NOTES: --------------------- - - - - --
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BY
STA 10 +000.00 NR DR.
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STA 10 +000.00 WAY
ALL WORK WITHIN 5 FT OF THE EXIST
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2/03/
COSTA MESA SANITARY DISTRICT 8" VCP EXI LDING
I
1/30/
I
SEWER-MAIN SFWl BE-INSPECTED BY - - - - - - - -
t FF
I
75X CONSTRUCTION DOCUMENT
I
J CMSD. (714) 293 -3131. CONNECTION FEES - - - -
DESIGN DEVELOPMENT SUBMITTAL TO
1
ARE DUE PRIOR TO ANY WORK. - -
1 \
0/31/0
ISSUED FOR MEP
-- ------ - - - -_- -- _A3-- - - - -- - - -- INSTALL NO-HUB 90' BENS L --
I
ISSUED FOR CONSULTANTS
N0. I
_-- _- _ - - --
- - - - - - - - COUPLING VATH I
ITEM
STAINLESS STEEL B I e SD
_______------ - - - - -- - - - - - -- RFl #17
30" GAS
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0" GAS _ 30" GAS
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Q EXIST COSTA MESA STA 12 +73.93
8" AC W/M (
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II II I mvr - .921E CTOR RL ?STIREI i( (SSE -- 1 REPLACE AFTER U U U U U U U U f1 - U -_ UI U U U
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G CON l j' IS IN PLACED
k-duA SIDEWAI�( DI I - =. -____ _- `♦ K
APE AREA 'f0 TS III I
1 3 CL DOOR 7.7 FT WIDE EL =75.95
1' IN ll SEE STORM DRAIN LINE "C" PROFILE, SHT. C2.1 '-
II IS IN PIA I ( I RASE 2A
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i� I ° N CAUTION: - � CO � \ \ \ �
I 4" I o < < F I OTG 74.90TG loisa „ Q
\ t I 23 E2@STINGtJNDERGROUND C DOOR 3.33FT WIDE EL =75.9 =I NEW ni TION ° ' EXIST W TER I 10� IN p�T RR�qI,fawK, LOCATE a� / II TiN PLACE D75.0 G 73. 3ltiv „ PI E C = = -�1 70.2 �, w EXISTING % � FIN. FR- ION
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TO EMSTI G I I I D 0 3.FT WIDE EL= 99 N ( ✓'\\ �' _ �3
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_ •I 23 w� CL DOOR 3.00 F WIDE EL =76.0 1, �• ME I nsoaC
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(W) W (W) (M'D (W) -- (a CEMENT. :,a IRON PIPE)
CONNECT
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D= 19"
I' CONSTRUCT AT LOW D- - - - -a - _ _ _ - - - - 18 = d I -ro TOP I 1
9 POINT OF PAVMENT ' o4 CO L C01 CoL I a I j 1
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II I E 11 CATCH BASIN DROP INLET I 8" 3 , HELIPORT PAD ABQVAg ° I 20 1 1/20
W
n 75.25TG/74.35 5" PIPE I1 i 20 3 4" (EXIST'G) GPO
NIS
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74.351E
G n n G n n n n n n n 0 O - •' 20 3 4
I II I I it I II 2 I I I I I li I I D I I COLLI ,76.22FS \XCC�t _ -__-
74. ° 6
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-tvl l-Il - CAUTION: _ _ _ _ j I{ I i i !4I HO T r- iF �T ° ~
a�+J� - "'- - -- EXISTING UNDERGROUND I u U vL'f 'I I I I' i � d►RCH 1 I I I I
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F / / / � TRASH
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= - - - -; 1 - - NOTE.
\ S - __ - --
AII, -- A
MEN,
IF
EXISTING
1 COMMUNICATION
F-1 CENTER
rho
CONSTRUCTION NOTES
Ot CONSTRUCT 180X18" CATCH BASIN PER DETAIL e
4.
O PLACE GAS LINE, SIZE PER PLUMBING PLANS.
CONTRACTOR TO COORDINATE INSTALLATION WITH SO.
CAL GAS.
O3 PLACE HOPE STORM DRAIN PIPE, SIZE PER PLAN.
O4 PLACE 4" VCP SEWER AT 1X SLOPE MINIMUM.
O5 INSTALL CLEAN OUT TO GRADE PER DETAIL %
O6 POC 5' MAX FROM BLDG., SEE PLUMBING PLANS
FOR CONTINUATION
O NOT USED
0 REMOVE AND REPLACE EX. SEWER. PLACE NEW 6"
VCP AND CONNECT 5' FROM EX BUILDING
Og INSTALL FLO GARD INSERT PER MANUFACTURERS
RECOMMENDATIONS.
10 ENCASE STORM DRAIN IN 6" PCC 3000 PSI ON ALL
SIDES
11 CONSTRUCT NEW VCP SEWER PIPE, SIZE PER PLAN
12 TRENCH REMOVAL AND RECONSTRUCTION PER CITY
OF COSTA MESA STANDARD DRAWING NO. 813. NO
SLURRY BACKFILL ALLOWED.
13 CURB AND GUTTER REMOVAL AND RECONSTRUCTION
SHALL BE PER CITY OF
COSTA MESA STANDARD DRAWING NO. 312 OVER 6"
CMB. MINIMUM LENGTH OF REPLACEMENT SHALL BE
8'. EXTEND REMOVAL TO NEXT JOINT OR CRACK IF
LESS THAN 8' AWAY. PROTECT EXISTING STREET BY
SAW CUTTING THE JOINT BETWEEN EDGE OF GUTTER
AND AC STREET PAVEMENT. IF THE AC IS CUT OR
DAMAGED, CONTRACTOR SHALL RECONSTRUCT A
MINIMUM OF 3' OF AC ADJACENT TO NEW GUTTER,
THE SLOT PAVE STRUCTURAL SECTION SHALL BE
6" AC OVER 6" CMB. NEW CURB AND GUTTER
SHALL MEET MINIMUM GRADE STANDARDS. NO
TUNNELING ALLOWED.
14 SIDEWALK REMO °JAL PER CITY OF COSTA MESA
STANDARD DRAVANG NO. 811.
SIDEWALK RECONSTRUCTION PER CITY OF COSTA
MESA STANDARD DRAWING NO. 411 412 413 OVER
4" CMB. ANY SIDEWALK REMOVED WITHIN CURB
RETURN AREA SHALL BE REPLACE IN ITS ENTIRETY
FROM BCR TO ECR PER CITY OF COSTA MESA
STANDARD DRAWING NO. 414 do 416 AND MODIFIED
TO MEET A.DA. REGULATIONS.
15 CONSTRUCT TEMPORARY tfiLITY STUBS FOR TRAILER
FACILITIES DURING PHASE 1. CONTRACTOR TO
EXTEND LINES TO TRAILER LOCATIONS. WATER; 1"
PVC UNE, SEWER; 3" PVC LINE AT 1X SLOPE. CAP
12" BELOW FtNtSK GRADE Ma PLAGE A UMITY
MARKER AFTER TRAILER USE IS OVER. CONTRACTOR
TO COORDINATE TRAILER UTILITY LOCATIONS PER
TRAILER SUPPLIER.
16 INSTALL 750 GAL PRE CAST CLARIFIER BY JENSEN
PRE CAST 'MODEL NO CL -750" OR APPROVED
EQUAL
17 INSTALL TWO (2) 3" BACKFLOW PREVENTER FEBCO
MODEL 870 OR APPROVED EQUAL, FROM UPSTREAM
OF METERS AND RECONNECT TO WATER MAIN
18 REINSTALL EXIST BACKFLOW PREVENTER AND e
PROVIDE PRE CAST UTILITY BOX, SEE DET 1
19 CONSTRUCT CURB DRAIN PER APWA STD DWG NO
150 -2, CASE II INLET WITH 2.0 PVC PIPE
2p (INSTALL SCHEDULE 40 PVC WATER PIPE, SIZE PER
PLAN
21 CONSTRUCT PARKWAY DRAIN No 2 PER CITY OF
COSTA MESA STD PLAN 418, CASE 1 INLET; a =15%
W =12"
Y4 CONSTRUCT 2" WATER METER FOR DEDICATED
IRRIGATION SERVICE
23 CONSTRUCT HANSON 12"SQ x 8'DEEP WITH
ALHANMBRA FOUNDRY 2012 TRAFFIC RATED GRATE
UTILITY NOTES
1. ALL ONSITE TRENCHING AND BEDDING SHALL CONFORM
TO THE GEOTECHNICAL REPORT AND DETAIL gl.
2. ALL OFFSITE TRENCHING PER CCM STD 813.
3. ALL CATCH BASINS DRAINING PAVED AREAS SHALL HAVE
FLO -GARD INSERTS INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
4. SEPARATE APPROVAL FOR SEWER LINE
PRE CAST UTILITY BOX
WITH TRAFFIC RATED p��
COVER POC
CONNECT TO EXIST
REINSTALL EXIST WATER CONNEC11ON
BACKFI_OW PREVENTER N�'
3" SCHED 40 PVC EXIST 4" W (CEMENT LINE
C.I.P.)
3" SCHED 40 PVC
1 1/2' SCHED 40 PVC -1
MAIN AND REDUCE SIZES y�
ON BRANCHES
DETAIL 1
N.T.S. -
ON SITE PLUMBING SHALL COMPLY WITH 2001 CPC
REQUIREMENTS
MESA CONSOLIDATED WATER COSTA MESA SANITARY DISTRICT
DISTRICT
011014Dt DATE 00011111I DAM
20' 10' 0 20' 40'
SCALE 1" = 20'
These drawings are instruments of service
and are the property of
Meyer do Allen
Associates. AII designs and other information
on the drawings are for
use on the Specified
project and shall not be
used without
I
Allen Associates.
Addendum No. 2
Copyright 1999, Meyer do
Allen Associates.
All Rights Reserved.
7 10
I
<
BY
Resubmitted for Back Check
I<.
og
r
4/28/
Plan Check Reeubmittal
sA,
2/03/
Reissued with Owner Changes for Plan Check
1/30/
1008 CD DINGS. SUBMITTAL.
5 /Og /03
75X CONSTRUCTION DOCUMENT
1/08/0
DESIGN DEVELOPMENT SUBMITTAL TO
rho
CONSTRUCTION NOTES
Ot CONSTRUCT 180X18" CATCH BASIN PER DETAIL e
4.
O PLACE GAS LINE, SIZE PER PLUMBING PLANS.
CONTRACTOR TO COORDINATE INSTALLATION WITH SO.
CAL GAS.
O3 PLACE HOPE STORM DRAIN PIPE, SIZE PER PLAN.
O4 PLACE 4" VCP SEWER AT 1X SLOPE MINIMUM.
O5 INSTALL CLEAN OUT TO GRADE PER DETAIL %
O6 POC 5' MAX FROM BLDG., SEE PLUMBING PLANS
FOR CONTINUATION
O NOT USED
0 REMOVE AND REPLACE EX. SEWER. PLACE NEW 6"
VCP AND CONNECT 5' FROM EX BUILDING
Og INSTALL FLO GARD INSERT PER MANUFACTURERS
RECOMMENDATIONS.
10 ENCASE STORM DRAIN IN 6" PCC 3000 PSI ON ALL
SIDES
11 CONSTRUCT NEW VCP SEWER PIPE, SIZE PER PLAN
12 TRENCH REMOVAL AND RECONSTRUCTION PER CITY
OF COSTA MESA STANDARD DRAWING NO. 813. NO
SLURRY BACKFILL ALLOWED.
13 CURB AND GUTTER REMOVAL AND RECONSTRUCTION
SHALL BE PER CITY OF
COSTA MESA STANDARD DRAWING NO. 312 OVER 6"
CMB. MINIMUM LENGTH OF REPLACEMENT SHALL BE
8'. EXTEND REMOVAL TO NEXT JOINT OR CRACK IF
LESS THAN 8' AWAY. PROTECT EXISTING STREET BY
SAW CUTTING THE JOINT BETWEEN EDGE OF GUTTER
AND AC STREET PAVEMENT. IF THE AC IS CUT OR
DAMAGED, CONTRACTOR SHALL RECONSTRUCT A
MINIMUM OF 3' OF AC ADJACENT TO NEW GUTTER,
THE SLOT PAVE STRUCTURAL SECTION SHALL BE
6" AC OVER 6" CMB. NEW CURB AND GUTTER
SHALL MEET MINIMUM GRADE STANDARDS. NO
TUNNELING ALLOWED.
14 SIDEWALK REMO °JAL PER CITY OF COSTA MESA
STANDARD DRAVANG NO. 811.
SIDEWALK RECONSTRUCTION PER CITY OF COSTA
MESA STANDARD DRAWING NO. 411 412 413 OVER
4" CMB. ANY SIDEWALK REMOVED WITHIN CURB
RETURN AREA SHALL BE REPLACE IN ITS ENTIRETY
FROM BCR TO ECR PER CITY OF COSTA MESA
STANDARD DRAWING NO. 414 do 416 AND MODIFIED
TO MEET A.DA. REGULATIONS.
15 CONSTRUCT TEMPORARY tfiLITY STUBS FOR TRAILER
FACILITIES DURING PHASE 1. CONTRACTOR TO
EXTEND LINES TO TRAILER LOCATIONS. WATER; 1"
PVC UNE, SEWER; 3" PVC LINE AT 1X SLOPE. CAP
12" BELOW FtNtSK GRADE Ma PLAGE A UMITY
MARKER AFTER TRAILER USE IS OVER. CONTRACTOR
TO COORDINATE TRAILER UTILITY LOCATIONS PER
TRAILER SUPPLIER.
16 INSTALL 750 GAL PRE CAST CLARIFIER BY JENSEN
PRE CAST 'MODEL NO CL -750" OR APPROVED
EQUAL
17 INSTALL TWO (2) 3" BACKFLOW PREVENTER FEBCO
MODEL 870 OR APPROVED EQUAL, FROM UPSTREAM
OF METERS AND RECONNECT TO WATER MAIN
18 REINSTALL EXIST BACKFLOW PREVENTER AND e
PROVIDE PRE CAST UTILITY BOX, SEE DET 1
19 CONSTRUCT CURB DRAIN PER APWA STD DWG NO
150 -2, CASE II INLET WITH 2.0 PVC PIPE
2p (INSTALL SCHEDULE 40 PVC WATER PIPE, SIZE PER
PLAN
21 CONSTRUCT PARKWAY DRAIN No 2 PER CITY OF
COSTA MESA STD PLAN 418, CASE 1 INLET; a =15%
W =12"
Y4 CONSTRUCT 2" WATER METER FOR DEDICATED
IRRIGATION SERVICE
23 CONSTRUCT HANSON 12"SQ x 8'DEEP WITH
ALHANMBRA FOUNDRY 2012 TRAFFIC RATED GRATE
UTILITY NOTES
1. ALL ONSITE TRENCHING AND BEDDING SHALL CONFORM
TO THE GEOTECHNICAL REPORT AND DETAIL gl.
2. ALL OFFSITE TRENCHING PER CCM STD 813.
3. ALL CATCH BASINS DRAINING PAVED AREAS SHALL HAVE
FLO -GARD INSERTS INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
4. SEPARATE APPROVAL FOR SEWER LINE
PRE CAST UTILITY BOX
WITH TRAFFIC RATED p��
COVER POC
CONNECT TO EXIST
REINSTALL EXIST WATER CONNEC11ON
BACKFI_OW PREVENTER N�'
3" SCHED 40 PVC EXIST 4" W (CEMENT LINE
C.I.P.)
3" SCHED 40 PVC
1 1/2' SCHED 40 PVC -1
MAIN AND REDUCE SIZES y�
ON BRANCHES
DETAIL 1
N.T.S. -
ON SITE PLUMBING SHALL COMPLY WITH 2001 CPC
REQUIREMENTS
MESA CONSOLIDATED WATER COSTA MESA SANITARY DISTRICT
DISTRICT
011014Dt DATE 00011111I DAM
20' 10' 0 20' 40'
SCALE 1" = 20'
These drawings are instruments of service
and are the property of
Meyer do Allen
Associates. AII designs and other information
on the drawings are for
use on the Specified
project and shall not be
used without
expressed written permission of Meyer &
Allen Associates.
Addendum No. 2
Copyright 1999, Meyer do
Allen Associates.
All Rights Reserved.
7 10
ISSUED FOR BIDDING
APPROVED
BY
Resubmitted for Back Check
og
Civil Plan Check Submittal
4/28/
Plan Check Reeubmittal
sA,
2/03/
Reissued with Owner Changes for Plan Check
1/30/
COSTA MESA
POLICE FACILIT
Expansion & Renovation
City of Costa Mesa
99 Fair Drive
Costa Mesa, CA 92628
DRAWN BY: * D.G.
CHECKED BY:JK
DATE:
SHEET TITLE
UTILITY PLAN
SHEET
C2n0
OF SHEETS
`
40
♦
1/138/011111
REVISED PER P'LAOV CdECK COMMENTS
25
ISSUED FOR CONSTRUCTION
04
Addendum No. 2
7 24
Addendum No. 1
7 10
ISSUED FOR BIDDING
30
Resubmitted for Back Check
og
Civil Plan Check Submittal
4/28/
Plan Check Reeubmittal
2/03/
Reissued with Owner Changes for Plan Check
1/30/
1008 CD DINGS. SUBMITTAL.
5 /Og /03
75X CONSTRUCTION DOCUMENT
1/08/0
DESIGN DEVELOPMENT SUBMITTAL TO
THE CLIENT
0/31/0
ISSUED FOR MEP
0/23/0
ISSUED FOR CONSULTANTS
N0. I
DATE
ITEM
COSTA MESA
POLICE FACILIT
Expansion & Renovation
City of Costa Mesa
99 Fair Drive
Costa Mesa, CA 92628
DRAWN BY: * D.G.
CHECKED BY:JK
DATE:
SHEET TITLE
UTILITY PLAN
SHEET
C2n0
OF SHEETS
`
40
♦