S-77-18.1-18.2ESTIMATE OF
9K
a
ITEM
AMOUNT
PAULARINO AVENUE
a.�
r �_ S _n,
e\ ,�` _ ', .E^p..rts'^ "SY•T�^ �Pr' x .......fiR.r'A!,1.
13.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 11 STANDARD SPECIFICATIONS FOR PUBLIC WORKS
EXCAVATION
14
G.Y
4 "A.C. OVER 10 "A.B.
1350
S.F.
TYPE "C -8" CURB a GUTTER
40
L.F.
4" PC.C. SIDEWALK
180
S. F.
PC.C. DRIVEWAY
J
S. F.
REDWOOD HEADER
40
S. F
r
I
EA.
WATE R-
CHARGED. .
I" WATER SERVICE
9 1
EA,
SEWER -
p
6° SEWER LATERAL
30
-
HELENA CIRCLE
-
STREET -
"
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% s BY DRY WEIGHT..
EXCAVATION
GENERAL NOTES
G.Y.
3"A.C, OVER 6 "A.B.
2450
S.F.
TYPE "C- 6" CURB a GUTTER -
107
L. F.
4" PC.C. SIDEWALK
428
S.F
PC.C. DRIVEWAY
180
S. F'
REMOVE STREET BARRICADE
50
L.F
INSTALL
57
L.F
WATER -
I.
ALL WORK SHALL CONFORM TO THE STANDARDS OF THE CITY OF COSTA MESA ,AND SHALL BE COMPLETED TO THE
BLOW -OFF
I
EA.
6 "A.C.P. WATER MAIN (CL. 150/Y
60
L.F
I" WATER SERVICES (J
2
Or
SEWER-
SATISFACTION OF THE CITY ENGINEER.
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY C.M.C.W.D. 48 HOURS PRIOR TO BEGGINNING CONSTRUCTION AOF
:
18"V.C.P SEWER LATERAL
60
L.F
6" V.C.P SEWER LATERAL
25
L.F.
:. • -
-
2.
THE.,, WATER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA COUNTY WATER DISTRICT 1974 \
26.
MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED. BY ASSOCIATED CONCRETE PRODUCTS
~
INC., OR APPROVED EQUAL. {
n
` 27
SEWER MANHOLE FRAME a COVER SHALL BE ALHAMBRA, FOUNDRY A -1270, OR APPROVED EQUAL.
28.
REVISED EDITION. ..
29L
THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME a COVER TO FINISH GRADE AFTER STREET
SURFACING IS COMPLETED.
3Q
SEWER PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPT. 77\ FAIR DR:, COSTA MESA.
3.
THE SEWER SYSTEM SHALL BE INSTALLED TO CONFORM TO THE COSTA MESA SANITARY DISTRICT STANDARDS.
F2y�
4
STATIONING REFERS TO THE L OF STREETS, UNLESS OTHERWISE NOTED.
a
5.
CURB DATA REFERS TO FACE_ OF CURB.
STREET, SEWER,
AND WATER IMPROVEMENT PLANS
PAVING a BASE SECTION LISTED IN QUANTITY ESTIMATE ARE FOR BIDDING PURPOSES ONLY a ARE SUBJECT TO
w
s�
REVISION ON RECEIPT OF SOILS TESTS.
FOR
7.
PARKWAY TREES WILL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF C.M. PARK SUPT.
8
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO ANY SURFACE WORK IN PUBLIC R/ W.
PAULARINO. AVENUE
AND HELENA -CIRCLE
9•
SEWER SYSTEM:6'V.CR HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY
PAU L AR I N O
AVE.
LINE FOR EACH LOT. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING THE
`
r.
J
a.
RECOMMENDED LOCATION OF THE HOUSE CONNECTIONS FOR EACH LOT PRIOR TO THE SEWER MAIN CONSTRUCTION.
F
PROJECT
-
ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO THE SURFACING OF STREETS.
IQ
SEWER STATIONING ON THIS PLAN REFERS TO OF SEWERS ONLY.
LOCATIONS
z
11.
CLAY PIPE JOINT COMPOUND SHALL BE CPI -2 OR JC -60. MECHANICAL COMPRESSION JOINTS SHALL BE
.M
x m
J
"
"WEDGE LOCK ", "SPEED SEAL MAINLINE" OR APPROVED EQUAL. IN NO CASE WILL JOINTING MATERIAL USING
ESTIMATE OF
QUANTITIES
ITEM
AMOUNT
PAULARINO AVENUE
RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITY.
STREET -
13.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 11 STANDARD SPECIFICATIONS FOR PUBLIC WORKS
EXCAVATION
14
G.Y
4 "A.C. OVER 10 "A.B.
1350
S.F.
TYPE "C -8" CURB a GUTTER
40
L.F.
4" PC.C. SIDEWALK
180
S. F.
PC.C. DRIVEWAY
180
S. F.
REDWOOD HEADER
40
S. F
STREET TREES
I
EA.
WATE R-
CHARGED. .
I" WATER SERVICE
9 1
EA,
SEWER -
p
6° SEWER LATERAL
30
L. F
HELENA CIRCLE
HOURS IN ADVANCE OF PERFORMING ANY WORK. TEL. 556 -5323
STREET -
"
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% s BY DRY WEIGHT..
EXCAVATION
21
G.Y.
3"A.C, OVER 6 "A.B.
2450
S.F.
TYPE "C- 6" CURB a GUTTER -
107
L. F.
4" PC.C. SIDEWALK
428
S.F
PC.C. DRIVEWAY
180
S. F'
REMOVE STREET BARRICADE
50
L.F
INSTALL
57
L.F
WATER -
REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER BY'A LICENSED
BLOW -OFF
I
EA.
6 "A.C.P. WATER MAIN (CL. 150/Y
60
L.F
I" WATER SERVICES (J
2
EA.
SEWER-
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY C.M.C.W.D. 48 HOURS PRIOR TO BEGGINNING CONSTRUCTION AOF
:
18"V.C.P SEWER LATERAL
60
L.F
6" V.C.P SEWER LATERAL
25
L.F.
• 31. AL-L PLAN CHECK, INSPECTION, AND ENGINEERING DEPOSITS WILL BE MADE PRIOR TO SIGNATURE BY
- GENERAL MANAGER OF THE WATER DISTRICT.
3' PUE. 50' 1.431 P. U.E. „ 32. A BOND WILL BE POSTED AT THE COMPLETION OF THE PROJECT FOR 100/6' OF ACTUAL COST AND WILL BE i
R /W4 a VAR. R /W HELD FOR ONE YEAR.
5' 20 20' S' 33. REQUIRED SEPERATION BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 10'HORIZ. , 3' VERT.,
-- - - a V A - - - - - -- - - - -- - - -- -- - -- - - -- - -- - - - -- - -- - - - - -- - -- - -- - - -- - -- -
2y r R. a VAR 34. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO INSTALLIATI ON OF WATER.
q 0.17' 3 A.C. / 6 A. B. W/
_ METERS AND BOXES.
1= { M.C. 70 PRIMECOAT alb MpX
f -1 35. ALL WATER MAINS SHALL HAVE 3'6" MIN. COVER TO FINISHED GRADE.
O I/4 PER FT
316.AA1Y SEWER WORK 1507 D015£ 115 T1i£ PRESENCE OF T1i£ f)1STRICT £15G115E£R AND /OR AGENT 1S
' � -2% a VAR. 2 % &VAR• -_
�; °r ; • :,:;. X19 SUBJECT TO REJECTION.
:. ov ITT
2 4" PC.C. SIDEWALK (TYP) MIN. 6" AB UNDER NEW CURB CONC. CURB a GUTTER, TYPE C -6 (TYP.) ® AS
�- - I b F79 �/�•
5)
HELENA CIRCLE TYPICAL S E CTION' OWNER
COSTA MESA COUNTY WATER DISTRICT COSTA MESA SANITARY DISTRICT '
D. GARY SULLIVAN 1965 PLACENTIA,COSTA MESA, 92626
NO SCALE 371 MAGNOLIA
APPROVED BY: APPROVED BY. PLANS PREPARED BY:
STA: 7+59.98 TO STA. 8 +19.91 COSTA MESA, CALIFORNIA /� .�_7� rON.f/� �C� � /0 �7 � r�-� S l /� 977
.,
BUS. PHONE. 642 -3873 ED SCHNABEL - GENERAL MANAGER DATE DATE MES R.NESTOR'. R.C.E. NO.26,325 DATE {
CONTRACTOR DATE DATE
R E V I S I 0 N S REFERENCES DESIGNED BY: T.Pc/yT:77 CHECKED BY: STREET SEWER AND WATER IMPROVEMENT PLANS
` NO. DATE _ DESCRIPTION APR FIELD BOOK -PAGE BENCH MARK NO. G6M 159 REFERENCE PLANS •$ -71 -OS DRAWN BY: M./I�/. .cRCpj =7J CHECkED BY:, : SHEET -
". - - ELEVATION 9Fj,Ofo NOTE TO CONTRACTOR, SEE SHT.- RECOMMENDED BY: - RIGHT OF WAY ACQUIRED: I\.
FOR OF f.w
DESCRIPTION p �tf/W q&r. STANDARD DRAWING NO. 30 21 40 %50 3,(00/ PAULARINO AVENUE (STA, 7 +60.00 TO STA. 8.+20.00)
WORK STARTED: MAIS!'d gT. Pl1ULA- c 1
ASSISTANT CITY ENGINEER RIGHT OF WAY AGENT AND HELENA CIRCLE" (STA. 7 +59.9 8 TO "STA. •8 +19.9\ 1) \ PLAN'
WORK ACCEPTEDi Rf/JO AVI=. _ APPROVED BY: NUMBER
INSPECTED BY:
CITY 0 F COSTA MESA 77-i-S 9• I ..,..f ..
CIfY ENGINEER
DEPARTMENT OF ENGINEERING SERVICES
_
NEAT PORTLAND CEMENT, MORTAR, OR GROUT BE USED.
12.
THE CONTRACTOR SHALL ASCERTAIN THE TRUE LOCATION OF ANY UNDERGROUND UTILITIES a SHALL BE
RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITY.
13.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 11 STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION',' 1976 EDITION.
14
IT SHALL BE rHE CONTRACTOR'S RESPONSIBILITY TO SECURE SIGNED PLANS PRIOR TO STARTING ANY CONSTRUCTION.
15.
CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, AND ANY OTHER TRAFFIC
CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY . BE. REQUIRED BY THE ENGINEER. ALL
ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE' CURRENT ' REQUIREMENTS AS SPECIFIED IN-,
THE LATEST EDITION OF THE "CONSTRUCTION SAFTY ORDERS ". FAILURE . TO DO SO WILL BE. CITE(?- .
UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE
CHARGED. .
16.CONTRACTOR
SHALL HAVE ON JOB -SITE A COPY OF 1974 WATER DISTRICT STD. SPECS. AT ALL TIMES.
p
17
CONTRACTOR SHALL OBTAIN A PERMIT a REQUEST INSPECTION FROM CITY ENGINEERING DEPT. TO BE MADE 48
I
HOURS IN ADVANCE OF PERFORMING ANY WORK. TEL. 556 -5323
18.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE 5.6% s BY DRY WEIGHT..
THE EXACT .AMOUNT WILL BE DETERMINED BY THE CITY ENGINEER.
19.
THE CITY OF COSTA MESA WILL PAY FOR THE INITIAL SOIL a MATERIALS TESTS. ANY SUBSEQUENT SOIL $' .
MATERIALS TESTS DEEMED NECESSARY DUE TO THE FAILURE OF THE INITIAL TESTS WILL BE AT CONTRACTORS EXPENSE.
20.
WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED. TO PROPERTY
LINE PER CITY OF C. M. STANDARD PLANS. LOCATION, TYPE, a WIDTH ARE TO BE APPROVED BY THE CITY, ENGINEER.,,
21.
STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS:
j
22.
ANY CITY BENCHMARK, MONUMENT, OR TIES THAT ARE DESTROYED OR DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED. ANY CHANGE IN LOCATION OR ELEVATIONS SHALL BE REPORTED TO THE CITY ENGINEER BY'A LICENSED
SURVEYOR ON 81"X 11" LOOSE -LEAF PAPER(ONE SIDE ONLY) SHOWING LOCATION & TIES, OR LEVEL RUN =.
23.
PROTECT ALL UTILITIES IN PLACE. -
24
A PERMIT WILL BE REQUIRED FROM THE COSTA MESA COUNTY WATER DISTRICT FOR CONSTRUCTIONbF WATER '
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY C.M.C.W.D. 48 HOURS PRIOR TO BEGGINNING CONSTRUCTION AOF
WATER IMPROVEMENTS. .TEL. 556 -5398 OR 631-1200 '
25.
THE CONTRACTOR SHALL, REQUEST INSPECTION FOR SEWER CONSTRUCTION FROM THE OFFICE OF THE: " .SANITARY`
"
DISTRICT ENGINEER 24 HOURS PRIOR TO COMMENCEMENT OF WORK. TEL. 556 - 5400...
26.
MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUFACTURED. BY ASSOCIATED CONCRETE PRODUCTS
~
INC., OR APPROVED EQUAL. {
` 27
SEWER MANHOLE FRAME a COVER SHALL BE ALHAMBRA, FOUNDRY A -1270, OR APPROVED EQUAL.
28.
ALL SEWER MANHOLE FRAME a COVER SHALL BE LEFT 6" BELOW FINISH GRADE..
29L
THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME a COVER TO FINISH GRADE AFTER STREET
SURFACING IS COMPLETED.
3Q
SEWER PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPT. 77\ FAIR DR:, COSTA MESA.
• 31. AL-L PLAN CHECK, INSPECTION, AND ENGINEERING DEPOSITS WILL BE MADE PRIOR TO SIGNATURE BY
- GENERAL MANAGER OF THE WATER DISTRICT.
3' PUE. 50' 1.431 P. U.E. „ 32. A BOND WILL BE POSTED AT THE COMPLETION OF THE PROJECT FOR 100/6' OF ACTUAL COST AND WILL BE i
R /W4 a VAR. R /W HELD FOR ONE YEAR.
5' 20 20' S' 33. REQUIRED SEPERATION BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 10'HORIZ. , 3' VERT.,
-- - - a V A - - - - - -- - - - -- - - -- -- - -- - - -- - -- - - - -- - -- - - - - -- - -- - -- - - -- - -- -
2y r R. a VAR 34. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO INSTALLIATI ON OF WATER.
q 0.17' 3 A.C. / 6 A. B. W/
_ METERS AND BOXES.
1= { M.C. 70 PRIMECOAT alb MpX
f -1 35. ALL WATER MAINS SHALL HAVE 3'6" MIN. COVER TO FINISHED GRADE.
O I/4 PER FT
316.AA1Y SEWER WORK 1507 D015£ 115 T1i£ PRESENCE OF T1i£ f)1STRICT £15G115E£R AND /OR AGENT 1S
' � -2% a VAR. 2 % &VAR• -_
�; °r ; • :,:;. X19 SUBJECT TO REJECTION.
:. ov ITT
2 4" PC.C. SIDEWALK (TYP) MIN. 6" AB UNDER NEW CURB CONC. CURB a GUTTER, TYPE C -6 (TYP.) ® AS
�- - I b F79 �/�•
5)
HELENA CIRCLE TYPICAL S E CTION' OWNER
COSTA MESA COUNTY WATER DISTRICT COSTA MESA SANITARY DISTRICT '
D. GARY SULLIVAN 1965 PLACENTIA,COSTA MESA, 92626
NO SCALE 371 MAGNOLIA
APPROVED BY: APPROVED BY. PLANS PREPARED BY:
STA: 7+59.98 TO STA. 8 +19.91 COSTA MESA, CALIFORNIA /� .�_7� rON.f/� �C� � /0 �7 � r�-� S l /� 977
.,
BUS. PHONE. 642 -3873 ED SCHNABEL - GENERAL MANAGER DATE DATE MES R.NESTOR'. R.C.E. NO.26,325 DATE {
CONTRACTOR DATE DATE
R E V I S I 0 N S REFERENCES DESIGNED BY: T.Pc/yT:77 CHECKED BY: STREET SEWER AND WATER IMPROVEMENT PLANS
` NO. DATE _ DESCRIPTION APR FIELD BOOK -PAGE BENCH MARK NO. G6M 159 REFERENCE PLANS •$ -71 -OS DRAWN BY: M./I�/. .cRCpj =7J CHECkED BY:, : SHEET -
". - - ELEVATION 9Fj,Ofo NOTE TO CONTRACTOR, SEE SHT.- RECOMMENDED BY: - RIGHT OF WAY ACQUIRED: I\.
FOR OF f.w
DESCRIPTION p �tf/W q&r. STANDARD DRAWING NO. 30 21 40 %50 3,(00/ PAULARINO AVENUE (STA, 7 +60.00 TO STA. 8.+20.00)
WORK STARTED: MAIS!'d gT. Pl1ULA- c 1
ASSISTANT CITY ENGINEER RIGHT OF WAY AGENT AND HELENA CIRCLE" (STA. 7 +59.9 8 TO "STA. •8 +19.9\ 1) \ PLAN'
WORK ACCEPTEDi Rf/JO AVI=. _ APPROVED BY: NUMBER
INSPECTED BY:
CITY 0 F COSTA MESA 77-i-S 9• I ..,..f ..
CIfY ENGINEER
DEPARTMENT OF ENGINEERING SERVICES
_