CMS03A Pavement O'lay 2002-2003 The Coast News
Decreed A Legal Newspaper by the Superior Court
of San Diego County.
Mail all correspondence regarding public
notice advertising to
The Coast News, P.O. Box 232-550,
Encinitas, CA 92023 (760) 436-9737 Space above for County Clerk's Filing Stamp
Proof of u ication
STATE OF CALIFORNIA, ss.
COUNTY OF SAN DIEGO,
I am a citizen of the United States and a resident of the
county aforesaid;
I am over the age of eighteen years, and not a party to or -_-
CITY OF ENCINITAS
interested in the above entitled matter. PUBLIC NOTICE INVITING BIDS
I am principal clerk of the printer of The Coast News, a
newspaper printed and published weekly and which news- NOTICE IS HEREBY GIVEN that the city of Encinitas California,is inviting sealed bids
for construction of an Engineering Services Project tilled"Pavement Rehabilitation
paper has been adjudged a newspaper of general circulation and Overlay Project,FY 2002-2003-. Bids will be received at the office of the City
Clerk until 2:00 p.m.,August 12,2003,at which time they will be opened and read aloud
for the cities of Del Mar, Solana Beach, Encinitas/Cardiff, by the City Clerk.They shall be submitted in a sealed envelope addressed to: Deborah
Cervone,City Clerk,City of Encinitas,505 S.Vulcan Avenue,Encinitas,CA 92024.The
Carlsbad, Oceanside, San Marcos/Vista and the County outside of the envelope shall be written: "ATM: Pavement Rehabilitation and
F
Judicial District by the Superior Court of the State of oa�y Protect, "2002-2003,BID,DO NOT OPEN UNTIL 2:00 p.m.August 12,
California, County of San Diego (8/4/94, #677114, B2393, Project Description: The work to be done is located City-wide.in general,the work
P396); and that the notice, of which the annexed is a print- invotm PMAC Overlay,variable cold plane,striping,legends,manhole adjustments,
water valve adjustments,survey monument adjustments,and other appurtenant work.
ed copy, has been published in, each regular and entire issue Specific items and quantities of work are listed in the Bid Schedule.
of said newspaper and not in any supplement thereof on the Copies of the bid package will be available at the Engineering Services counter,City
Hall,505 S.Vulcan Avenue,Encinitas,CA 92024.Bid packages will cost$10.00 each.
following dates, to-wit: For further information,contact the Engineering Services Department at(760)633•
2770.
The City of reserves the right,after opening bids,to reject arty or all bids,or to make
award to the lowest responsible bidder and reject all other bids,to waive any informal-
ity in the bidding and to accept any bid or portion thereof.
Peter Cota-Robles,P.E.
July 24, 2003 Director of Encineering Services
CN 6996:Jury 24,31,2003
July 31, 2003
I certify under penalty of perjury that the
foregoing is true and correct. Executed at
Encinitas, County of San Diego, State of
California on the 31st day of July, 2003.
t&w
Clerk the Printer
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PAVEMENT REHABILITATION &
OVERLAY FY 2002-03
1. Sierra Ridge Drive — Willowsprings Drive to end
2. Trailview Road— Sierra Ridge Drive to Mountain Vista Drive
3. Athena Street—N. Coast Highway 101 to Neptune Avenue
4. Ocean Cove Drive — Manchester Avenue to end
5. Cape Sebastian Place — Ocean Cove Drive to end
6. Blue Heron Avenue — Swallowtail Road to Bella Vista Drive
7. Bonnie Bluff Court— Blue Heron Avenue to end
8. Bonnie Bluff Circle — Bonnie Bluff Court to end
9. Swallowtail Road— Quail Hollow Drive to end
10. Quail Hollow Drive — Kildeer Court to Swallowtail Road
11. Fourth Street— C Street to E Street
12. Southbound North Coast Highway 101 — Leucadia Boulevard to La Costa Avenue
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T1V FOR
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FAX 760/943-2226
City of Encinitas
505 S. Vulcan Avenue Engineering
Encinitas, CA 92024-3633
760/633-2770
DATE 7/Z ��'3
SEND TO FAX#: 7 3 3��`� NO. OF PAGES:_Z--
TO:
OF:
ADDRESS:
FROM: PHONE: (760) 633- 2.77 5
Call ASAP El Review& Call
❑ Review&Return F.Y.I.
❑ Please Handle
❑ Per Our Conversation Please Reply by
COMMENTS: .
E N G I N E E R I N G S E R \- T C E- S E N G I N E E R J G S E R 1 C E S
Kipp HE'f778i"
— i�.mainrciin;� Irsnc�tn
City Of city Of °
r, Encinitas' Encinitas
1. 505 South Vulcan Avenue
Encinitas, California 92024-3633
505 South Vulcan Avenue
Encinitas,California 92024-3633
E-mail: 2797 • Fax 76itas.c.us — 760-633-2775 • Fax 760-633-2818
E-mail: -633-2®ci.ewww.dencus E-mail:khefner @ci.encinitas.ca.us
TDD 760-633 2700 • w��.ci.encinitas.ca.us TDD 760-633-2700
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2002-2003 OVERLAY PHASE II
STREET WIDTHS AND LENGTH
RON BRADY TODD BAUMBACH
STREET WIDTH LENGTH
1 SIERRA RIDGE DRIVE 33 1,000
2 TRAILVIEW ROAD 33 1,900
3 ATHENA STREET 29 800
4 OCEAN COVE DRIVE 37 750
5 CAPE SEBASTIAN PLACE 37 500
6 BLUE HERON 37 1,000
7 BONNIE BLUFF COURT 29 550
8 BONNIE BLUFF CIRCLE 67 150
9 SWALLOWTAIL ROAD 37 2,100
10 QUTAL HOLLOW DRIVE 37 300
11 FOURTH STREET 47 1,000
12 "C"STREET 47 600
13 "D" STREET 47 450
14 "E" STREET 47 450
15 LOWER LAKE COURT 33 700
16 OLD CREEK COURT 33 550
17 BIG CANYON TERRACE 29 400
18 LAGAYE DRIVE 37 300
19 SANDCASTLE DRIVE 37 1300
20 WOODGROVE DRIVE 37 2000
21 LA MESA
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2002-2003 Overlay Project
Street List
STREET FROM TO
V�IERRA RIDGE WILLOWSPRINGS END
STREET LENGTH 1,000 FEET
1.5 INCH PMAC 297 TONS
ADJUST SURVEY MONUMENT 6 EACH
ADJUST MONHOLE 1 EACH
STABILIZATION FABRIC 367 SY
5 INCH DIGOUTS 103 TONS
VARIABLE COLD PLANE 1,574 SY
TRAILVUEW ROAD N.COAST HWY 101 NEPTUNE AVE.
STREET LENGTH 1,900 FEET
1.5 INCH PMAC 564 TONS
ADJUST SURVEY MONUMENT 9 EACH
5 INCH DIG OUTS 133 TONS
VARIABLE COLD PLANE 2,998 SY
✓ATHENA STREET N.COAST HWY 101 NEPTUNE AVE.
STREET LENGTH 800 FEET
1.5 INCH PMAC 209 TONS
ADJUST SDWD,WATER VALVES 3 EACH
A ADJUST SURVEY MONUMENTS 1 EACH
Q ADJUST MANHOLES 1 EACH
V 5 INCH DIG OUTS 87 TONS
VARIABLE COLD PLANE 1,346 SY
OCEAN COVE MANCHESTER AVE. END
STREET LENGTH 750 FEET
1.5 INCH PMAC 250 TONS
ADJUST SDWD WATER VALVES 5 EACH
ADJUST SURVEY MONUMENTS 2 EACH
5 INCH DIG OUTS 69 TONS
VARIABLE COLD PLANE 1,214 SY
CAPE SEBASTIAN PLACE OCEAN COVE DRIVE END
STREET LENGTH 500 FEET
1.5 INCH PMAC 167 TONS
ADJUST SDWD WATER VALVES 2 EACH
ADJUST MANHOLES 1 EACH
ADJUST SURVEY MONUMENTS 2 EACH
5 INCH DIG OUTS 131 TONS
VARIABLE COLD PLANE 843 SY
J BLUE HERON AVE. SWALLOWTAIL ROAD BELLA VISTA DRIVE
STREET LENGTH 1,000 FEET
1.5 INCH PMAC 333 TONS
ADJUST MANHOLES 4 EACH
5 INCH DIG OUTS 116 TONS
VARIABLE COLD PLANE 1,687 SY
BONNIE BLUFF COURT BLUE HERON AVE. END
STREET LENGTH 550 FEET
1.5 INCH PMAC 144 TONS
ADJUST SURVEY MONUMENTS 4 EACH
5 INCH DIG OUTS 50 TONS
VARIABLE COLD PLANE 895 SY
BONNIE BLUFF CIRCLE BONNIE BLUFF COURT END
STREET LENGTH 150 FEET
1.5 INCH PMAC 90 TONS
ADJUST SURVEY MONUMENTS 1 EACH
5 INCH DIG OUTS 31 TONS
VARIABLE COLD PLANE 408 SY
SWALLOWTAIL ROAD QUAIL HOLLOW DRIVE END
STREET LENGTH 2,100 FEET
1.5 INCH PMAC 699 TONS
ADJUST SURVEY MONUMENTS 10 EACH
ADJUST MONHOLES 3 EACH
5 INCH DIG OUTS 243 TONS
STABILIZATION FABRIC 2,159 SY
VARIABLE COLD PLANE 3,214 SY
QUAIL HOLLOW DRIVE KILDEER COURT SWALLOWTAIL ROAD
STREET LENGTH 300 FEET
1.5 INCH PMAC 100 TONS
ADJUST SURVEY MONUMENTS 1 EACH
ADJUST MANHOLES 1 EACH
5 INCH DIG OUTS 35 TONS
VARIABLE COLD PLANE 650 SY
FOURTH STREET C STREET E STREET
STREET LENGTH 1,000 FEET
1.5 INCH PMAC 423 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 3 EACH
5 INCH DIG OUTS 147 TONS
VARIABLE COLD PLANE 1,742 SY
C STREET THIRD STREET END
STREET LENGTH 600 FEET
1.5 INCH PMAC 254 TONS
5 INCH DIG OUTS 89 TONS
VARIABLE COLD PLANE 1,020 SY
D STREET THIRD STREET END
STREET LENGTH 450 FEET
1.5 INCH PMAC 190 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 2 EACH
5 INCH DIG OUTS 66 TONS
VARIABLE COLD PLANE 797 SY
E STREET THIRD STREET END
TREET LENGTH 450 FEET
1.5 INCH PMAC 190 TONS
ADJUST SDWD WATER VALVES 5 EACH
ADJUST MANHOLES 2 EACH
5 INCH DIG OUTS 66 TONS
VARIABLE COLD PLANE 797 SY
LOWER LAKE COURT WOODGROVE DRIVE END
STREET LENGTH 700 FEET
J 1.5 INCH PMAC 208 TONS
ADJUST SDWD WATER VALVES 2 EACH
ADJUST MANHOLES 2 EACH
ADJUST SURVEY MONUMENTS 1 EACH
5 INCH DIG OUTS 121 TONS
VARIABLE COLD PLANE 1,129 SY
OLD CREEK COURT WOODGROVE DRIVE END
/STREET LENGTH 550 FEET
�J 1.5 INCH PMAC 163 TONS
ADJUST SDWD WATER VALVES 1 EACH
ADJUST MANHOLE 2 EACH
5 INCH DIG OUTS 16 TONS
VARIABLE COLD PLANE 907 SY
BIG CANYON TERRACE WOODGROVE DRIVE END
STREET LENGTH 400 FEET
1.5 INCH PMAC 104 TONS
ADJUST SDWD WATER VALVES 2 EACH
✓ADJUST SURVEY MONUMENTS 2 EACH
5 INCH DIG OUTS 18 TONS
VARIABLE COLD PLANE 673 SY
LEGAYE DRIVE SANDCASTLE DRIVE NOLBEY STREET
STREET LENGTH 370 FEET
REMOVE ASPHALT,BASE, SUBGRADE 343 CY
4 INCH TYPE III C2-AR4000 ASPHALT CONCRETE 278 TONS
6 INCH CLASS II AGGREGATE BASE 402 TONS
SANDCASTLE DRIVE LAGAYE DRIVE END
STREET LENGTH 1,602 FEET
REMOVE ASPHALT,BASE, SUBGRADE 226 CY
4 INCH TYPE III C2-AR4000 ASPHALT CONCRETE 183 TONS
J 6 INCH CLASS II AGGREGATE BASE 265 TONS
1.5 INCH PMAC 382 TONS
ADJUST SDWD WATER VALVES 8 EACH
ADJUST MANHOLES 5 EACH
ADJUST SURVEY MONUMENTS 2 EACH
VARIABLE COLD PLANE 1989 SY
WOODGROVE DRIVE LAKE DRIVE SANDCASTLE DRIVE
a
STREET LENGTH 2,000 FEET
1.5 INCH PMAC 666 TONS
n ADJUST SDWD WATER VALVES 10 EACH
ADJUST MANHOLES 10 EACH
ADJUST SURVEY MONUMENTS 8 EACH
/ 5 INCH DIG OUTS 504 TONS
VARIABLE COLD PLANE 3, 168 SY
LA MESA AVE. FLORITA STREET END
1
STREET LENGTH 2,340 FEET
1.5 INCH PMAC 632 TONS
5 INCH DIG OUTS 220 TONS
VARIABLE COLD PLANE 3,633 SY
LA VETA AVE. FLORITA STREET NORTH END
STREET LENGTH 2,270 FEET
1.5 INCH PMAC 613 TONS
INCH DIG OUTS 213 TONS
VARIABLE COLD PLANE 3,529 SY
ROSETA STREET LA MESA AVE. NEPTUNE AVE.
STREET LENGTH 210 FEET
1.5 INCH PMAC 49 TONS
.ADJUST SDWD WATER VALVES 1 EACH
;ADJUST MANHOLES 1 EACH
;`5 INCH DIG OUTS 17 TONS
VARIABLE COLD PLANE 456 SY
NORTH EL PORTAL STREET LA MESA AVE. NEPTUNE AVE.
f'f STREET LENGTH 550 FEET
1.5 INCH PMAC 129 TONS
5 INCH DIG OUTS 45 TONS
VARIABLE COLD PLANE 959 SY
SOUTH EL PORTAL STREET LA MESA AVE. NEPTUNE AVE.
t
STREET LENGTH 550 FEET
1.5 INCH PMAC 129 TONS
5 INCH DIG OUTS 45 TONS
'! VARIABLE COLD PLANE 959 SY
ADJUST SDWD WATER VALVES 1 EACH
EL PORTAL STREET N.COAST HIGHWAY 101 LA MESA AVE.
STREET LENGTH 500 FEET
1.5 INCH PMAC 162 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 2 EACH
J 5 INCH DIG OUTS 56 TONS
} VARIABLE COLD PLANE 941 SY
NORTH COURT LA VETA AVE. N.COAST HIGHWAY 101
STREET LENGTH 150 FEET
1.5 INCH PMAC 31 TONS
5 INCH DIG OUTS 11 TONS
VARIABLE COLD PLANE 350 SY
MELROSE MARCHETA EL PORTAL STREET
STREET LENGTH 900 FEET
1.5 INCH PMAC 211 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 1 EACH
5 INCH DIG OUTS 73 TONS
VARIABLE COLD PLANE 1,478 SY
SHADYTREE LANE GLEN ARBOR DRIVE END
STREET LENGTH 500 FEET
1.5 INCH PMAC 153 TONS
5 INCH DIG OUTS 206 TONS
VARIABLE COLD PLANE 930 SY
ADJUST SURVEY MONUMENTS 3 EACH
WILLOWOOD LANE GLEN ARBOR DRIVE END
STREET LENGTH 400 FEET
1.5 INCH PMAC 122 TONS
5 INCH DIG OUTS 43 TONS
VARIABLE COLD PLANE 781 SY
ADJUST SURVEY MONUMENTS 1 EACH
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CITY OF ENCINITAS
PUBLIC NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Encinitas, California, is inviting sealed bids
for construction of an Engineering Services Project titled "Pavement Rehabilitation
and Overlay Project, FY 2002-2003". Bids will be received at the office of the City
Clerk until 2:00 p.m., August 12, 2003, at which time they will be opened and read
aloud by the City Clerk. They shall be submitted in a sealed envelope addressed
to: Deborah Cervone, City Clerk, City of Encinitas, 505 S. Vulcan Avenue,
Encinitas, CA 92024. The outside of the envelope shall be written: "ATTN:
Pavement Rehabilitation and Overlay Project, FY 2002-2003, BID, DO NOT OPEN
UNTIL 2:00 P.M., August 12, 2003".
Project Description: The work to be done is located City-wide. In general, the
work involves PMAC Overlay, variable cold plane, striping, legends, manhole
adjustments,water valve adjustments, survey monument adjustments, and other
appurtenant work. Specific items and quantities of work are listed in the Bid
Schedule.
Copies of the bid package will be available at the Engineering Services counter,
City Hall, 505 S. Vulcan Avenue, Encinitas, CA 92024. Bid packages will cost
$10.00 each. For further information, contact the Engineering Services
Department at (760) 633-2770.
The City reserves the right, after opening bids, to reject any or all bids, or to make
award to the lowest responsible bidder and reject all other bids, to waive any
informality in the bidding and to accept any bid or portion thereof.
Peter Cota-Robles, P.E.
Director of Engineering Services
CON6649.DOC 05K10
Jul 92
E-13
CITY OF ENCINITAS DESIGNER: KIPP HEFNER
ENGINEERING DEPARTMENT INSPECTOR: RON BRADY
FIELD OPERATIONS
PAVEMENT REHABILITATION & OVERLAY FY 2001-2002
CMS02A
BID DATE 12 Aug 03
CONTRACTOR
1 HAZARD S-793,124.70
2 ,ID PAVING 5804,836.13
3 SRM $841,368.83
4 DALEY CCAC $847,921.13
5 HANSON $861,251.91
6 ENGINEER'S ESTIMATE $853,104.25
Bids
8/12/03
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i' CITY'OF ENCINITAS
AGENDA REPORT
CITY COUNCIL
Y '
Meeting Date: August 27, 2003
TO: City Council
VIA: Kerry L. Miller, City Manager
FROM: Peter Cota-Robles, Director of Engineering ServiceP( �
SUBJECT: Award of contract for construction of the Pavement Rehabilitation and Overlay Project
FY 2002-2003 to Hazard Construction Company in the amount of $793,124.70.
(CMS03A)
BACKGROUND:
The annual Pavement Rehabilitation Program for fiscal year 2002-2003 was approved as a Capital
Improvement Program in the amount of $900,000.
DISCUSSION:
On August 12, 2003 five bids were received for the construction of the proposed project. The
Engineer's estimate was $850,000. The bids were as follows:
Hazard Construction $793,124.07
JD Paving, Inc. $804,836.13
SRM Contracting and Paving $841,368.83
Daley CCAC $847,921.13
Hanson SJH Construction $861,251.91
FISCAL IMPACT:
There are sufficient funds to construct the project. The following is a breakdown of the funding
sources:
General Fund $900,000
Total Available Funds $900,000
RECOMMENDATION:
It is recommended that the City Council award the contract to Hazard Construction Company in the
amount of$793,124.07.
Attachments: Street List
2002-2003 Overlay Project
Street List '
STREET FROM TO
SIERRA RIDGE WILLOWSPRINGS END
STREET LENGTH 1,000 FEET
1.5 INCH PMAC 297 TONS
ADJUST SURVEY MONUMENT 6 EACH
ADJUST MONHOLE I E A CH
STABILIZATION FABRIC 367 SY
5 INCH DIGOUTS 36 TONS
VARIABLE COLD PLANE 1,574 SY
ADJUST WATER VALVES 5 FACIi
1'RAILVIEW ROAD SIERRA RIDGE DRIVE MOIiNTAIN VISTA DRIVE
STREET LENGTH 1,900 FEET
1.5 INCH PMAC 564 TONS
.ADJUST SURVEY MONUMENT 9 EACH
5 INCH DIG OUTS 133 TONS
VARIABLE COLD PLANE 2.998 SY
ADJUST WATER VALVE 7 EACH
ATHENA STREET N.COAST HWY 101 NEPTUNE AVE.
STREET LENGTH 800 FEET
I.� INCH PMAC 209 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST SURVEY MONUMENTS 1 EACH
ADJUST MANHOLES I EACH
5 INCH DIG OUTS 87 TONS
VARIABLE COLD PLANE 1,346 SY
OCEAN COVE MANCHESTER AVE. END
STREET LENGTH 750 FEET
1.5 INCH PMAC 250 TONS
.ADJUST SDWD WATER VALVES 5 EACH
ADJUST SURVEY MONUMENTS 2 EACH
5 INCH DIG OUTS 69 TONS
VARIABLE COLD PLANE 1,214 SY
CAPE SEBASTIAN PLACE OCEAN COVE DRIVE END
STREET LENGTH 500 FEET
I.5 INCH PMAC 167 TONS
ADJUST SDWD WATER VALVES 2 EACH '
ADJUST MANHOLES 1 EACH
ADJUST SURVEY MONUMENTS f 2 EACH
5 INCH DIG OUTS 131 TONS
VARIABLE COLD PLANE 843 SY
BLUE HERON AVE. SWALLOWTAIL ROAD BELLA VISTA DRIVE
STREET LENGTH 1,000 FEET
1.5 INCH PMAC 312 TONS
ADJUST MANHOLES 4 EACH
5 INCH DIG OUTS 109 TONS
VARIABLE COLD PLANE 1,539 SY
REMOVE ASPHALT,BASE,AND SUBGRADE 114 CY
4 INCH TYPE III C2-AR4000 93 TONS
6 INCH CLASS II AGGREGATE BASE 134 TONS
BONNIE BLUFF COURT BLUE HERON AVE. END
STREET LENGTH 550 FEET
1.5 INCH PMAC 144 TONS
ADJUST SURVEY MONUMENTS 4 EACH
5 INCH DIG OUTS 18 TONS
VARIABLE COLD PLANE 895 SY
BONNIE BLUFF CIRCLE BONNIE BLUFF COURT END
STREET LENGTH 150 FEET
1.5 INCH PMAC 90 TONS
ADJUST SURVEY MONUMENTS I EACH
5 INCH DIG OUTS 31 TONS
VARIABLE COLD PLANE 408 SY
SWALLOWTAIL ROAD QUAIL HOLLOW DRIVE END
STREET LENGTH 2,100 FEET
2 INCH PMAC 971 TONS
ADJUST SURVEY MONUMENTS 10 EACH
ADJUST MONHOLES 3 EACH
5 INCH DIG OUTS 107 TONS
STABILIZATION FABRIC 381 SY
VARIABLE COLD PLANE 3,214 SY
PETROMAT 8634 SY
QUAIL HOLLOW DRIVE KILDEER COURT SWALLOWTAIL ROAD
STREET LENGTH 300 FEET
1.5 INCH PMAC 100 TONS
ADJUST SURVEY MONUMENTS l EACH
ADJUST MANHOLES 1 EACH
5 INCH DIG OUTS 125 TONS
VARIABLE COLD PLANE 650 SY
FOURTH STREET C STREET E STREET
STREET LENGTH 1.000 FEET
1.5 INCH PMAC 423 TONS
ADJUST SDWD WATER VALVES 7 EACH
ADJUST MANHOLES 1AC1I
5 INCH DIG OUTS 147 EONS
\ ,\ItIABLE COLD PLANE 1,742 SY
C STREET THIRD STREET WEST END
STREET LENGTH 600 FEET
1.5 INCH PMAC 254 TONS
5 INCH DIG OUTS S9 TONS
VARIABLE COLD PLANE 1,020 SY
ADJUST WATER VALVES 3 EACH
D STREET THIRD STREET WEST.END
STREET LENGTH 450 FEET
1.5 INCH PMAC 190 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 2 EACH
5 INCH DIG OUTS 66 TONS
VARIABLE COLD PLANE 797 SY
E STREET THIRD STREET WEST END
.TREET LENGTH 450 FEET
I.5 INCH PMAC 190 TONS
AD,IUST SDWD WATER VALVES 5 EACH
ADJUST MANHOLES 2 LACH
5 INCH DIG OUTS 66 TONS
VARIABLE COLD PLANE 797 SY
LOWER LAKE COURT WOODGROVE DRIVE END
STREET LENGTH 700 FEET
1.5 INCH PMAC 208 TONS
,,\UJUST SDWD WATER VALVES 2 FACIA
ADJUST MANHOLES 2 1-..A('1-1
ADJUST SURVEY MONUMENTS I IiACl1
5 INCH DIG OUTS 121 TONS
\ :FRIABLE COLD PLANE 1,129 SY
OLD CREEK COURT WOODGROVE DRIVE END
STREET LENGTH 550 FEET
1.5 INCH PMAC 163 TONS
ADJUST SDWD WATER VALVES 1 EACH
ADJUST MANHOLE �2 EACH
5 INCH DIG OUTS 16 TONS
VVARIABLE COLD PLANE 907 SY
ADJUST SURVEY MONEUMENTS I EACH
BIG CANYON TERRACE WOODGROVE DRIVE END
STREET LENGTH 400 FEET
1.5 INCH PMAC 104 TONS
ADJUST SDWD WATER VALVES 2 EACH
ADJUST SURVEY MONUMENTS 2 EACH
5 INCH DIG OUTS 18 TONS
VARIABLE COLD PLANE 0
LEGAYE DRIVE SANDCASTLE DRIVE NOLBEY STREET
STREET LENGTH 370 FEET
REMOVE ASPHALT,BASE, SUBGRADE 343 CY
4 INCH TYPE III C2-AR4000 ASPHALT CONCRETE 278 TONS
6 INCH CLASS II AGGREGATE BASE 402 TONS
.ADJUST WATER VALVES 1 EACH
SANDCASTLE DRIVE LAGAYE DRIVE END
STREET LENGTH 1.602 I-LE I
Rl:!VIOVF ASPHALT, BASE, SUBGRADE 226 CY
4 1 N('II TYPE III C2-AR4000 ASPHALT CONCRETE 183 "EONS
6 INCH CLASS II AGGREGATE BASE 265 TONS
1.5 INCH PMAC 382 TONS
ADJUST SDWD WATER VALVES 8 EACH
ADJUST MANHOLES 5 EACH
ADJUST SURVEY MONUMENTS 2 EACH
VARIABLE COLD PLANE 1989 SY
WOODGROVE DRIVE LAKE DRIVE SANDCASTLE DRIVE
."'IREET LENGTH 2.000 Fl+T
I.-) INCH PMAC 666 IONS
\D.IUST SDWD WATER VALVES 10 LACH
ADJUST MANHOLES l0 EACH
,ADJUST SURVEY MONUMENTS 8 EACH
5 INCH DIG OUTS 504 TONS
VARIABLE COLD PLANE 3, 168 SY
LA MESA AVE. FLORITA STREET END
STREET LENGTH 2.340 FEET
1.5 INCH PMAC 632 'DONS
INCH DIG OUTS 22 TONS
VARIABLE COLD PLANE 3,633 SY
' LA VETA AVE. FLORITA STREET NORTH END
STREET LENGTH 2.270 FEET
1.5 INCH PMAC 613 TONS
5 INCH DIG OUTS 21 TONS
VARIABLE COLD PLANE 3,529 SY
ROSETA STREET LA MESA AVE. NEPTUNE AVE.
STREET LENGTH 210 FEET
1.5 INCH PMAC 49 TONS
ADJUST SDWD WATER VALVES 1 EACH
ADJUST MANHOLES '1 EACH
5 INCH DIG OUTS 2 TONS
VARIABLE COLD PLANE 456 SY
NORTH EL PORTAL STREET LA MESA AVE. NEPTUNE AVE.
STREET LENGTH 550 FEET
1.5 INCH PMAC 129 TONS
5 INCH DIG OUTS 25 "PONS
VARIABLE COLD PLANE 959 SY
SOUTH EL PORTAL STREET LA MESA AVE. NEPTUNE AVE.
STREET LENGTH 550 FEET
1.5 INCH PMAC 129 TONS
5 INCH DIG OUTS 25 TONS
VARIABLE COLD PLANE 959 SY
ADJUST SDWD WATER VALVES 1 EACH
EL PORTAL STREET N.COAST HIGHWAY 101 LA MESA AVE.
S'T'REET LENGTH 500 FEET
1.5 INCH PMAC 162 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 2 EACH
5 INCH DIG OUTS 25 TONS
VARIABLE COLD PLANE 941 SY
NORTH COURT LA VETA AVE. N.COAST HIGHWAY 101
STREET LENGTH 150 FEET
1.5 INCH PMAC 31 TONS
5 INCH DIG OUTS I 1 EONS
VARIABLE COLD PLANE 350 SY
MELROSE MARCHETA EL PORTAL STREET
STREET LENGTH 900 FEET
1.5 INCH PMAC 211 TONS
ADJUST SDWD WATER VALVES 3 EACH
ADJUST MANHOLES 1 EACH
5 INCH DIG OUTS 7 TONS
VARIABLE COLD PLANE 1,478 SY ,
SHADYTREE LANE GLEN ARBOR DRIVE END
STREET LENGTH 500 FEET
1.5 INCH PMAC 153 TONS
5 INCH DIG OUTS 206 TONS
VARIABLE COLD PLANE 930 SY
ADJUST SURVEY MONUMENTS 3 EACH
WILLOWOOD LANE GLEN ARBOR DRIVE END
S'IREET LENGTH 400 FEET
1.5 INCH PMAC 122 TONS
5 INCH DIG OUTS 49 TONS
VARIABLE COLD PLANE 781 SY
ADJUST SURVEY MONUMENTS 1 EACH
BELLA VISTA DRIVE BLUE HERON AVENUE END
STREET LENGTH 1.000 FEET
1.5 INCH PMAC 345 TONS
INCH DIG OUTS ,5 ION'S
VARIABLE COLD PLANE 1,584 SY
*ug-14-03 06:46 J D Paving 7609332984 P.01
JD PAVING INC .
FACSIMILE 'CRANSMITTAI. SHEET
TO: FROM:
PETER COTA-ROBLES,P.E. DAVID A.INMAN SR.
COMPANY: DATE:
CITY OF ENCINITAS 8/14/03
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
760-633-2818 1
PHONE NUNIBER: SENDER'S REFERENCE NUMBER:
760-633-2770 760-233-2980
RE: YOUR REFERENCE NUMBER:
CITY OF ENCINITAS PAVEMENT FAX 760-233-2984
REHABILITATION AND
OVERLAY FY 2002-2003
❑ URGENT ❑FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE
NOTES/COMMENTS:
PLEASE CONSIDER THIS A FORMAL INQUIRY INTO THE BID-PROPOSAL
SUBMITTED BY R. E. HAZARD ON THE ABOVE REFERENCED PROJECT. IT
HAS COME TO MY ATTENTION,THAT R. E. HAZARD DID NOT LIST ANY
MATERIAL SUPPLIER FOR ASPHALT, CLASS II BASE MATERIALS ON THIS
PROJECT.THIS PROJECT CALLS FOR 8,260 TONS OF PMAC ASPHALT,2,301 TONS
OF ASPHALT FOR DIG OUTS. I AM QUESTIONING ON HOW R. E. HAZARD IS
GOING TO SUPPLY THIS MATERIAL TO THE PROJECT. IF HE DOESNOT HAVE
AN ASPHALT PLANT OF HIS OWN,THAN HOW WILL THIS MATERIAL BE
SUPPLIED TO THE PROJECT. I AM REQUESTING THAT HIS BID BE
CONSIDERED NON-RESPONSIVE AND THE LOW BIDDER FOR THIS PROJECT
BE MOVED TO THE SECOND BIDDER, J. D. PAVING,INC. FOR THE ABOVE
REASONS.
I AM LOOKING FORWARD TO YOUR IMMEDIATE RESPONSE TO THE ABOVE
PROTEST. THANKYOL.
Cam!
DAVID A. INMAN SR.
PROJECT MANAGER, ESRTIMATOR
L412 BARHAM DRIVE SAN MARCOS, CA. 92069
City Of
Encinitas
August 28, 2003
Hazard Construction Company
Attn: W.S. Rogers
6465 Marindustry Drive
P.O. Box 229000
San Diego, Calif.
92192-9000
Re: Pavement Rehabilitation and Overlay Project FY 2002-2003 (CMS03A)
Dear Mr. Rogers:
On Wednesday, August 27, 2003 City Council awarded the Pavement Rehabilitation and
Overlay Project FY 2002-2003 project to Hazard Construction Company. Please have
both copies of the enclosed contract and bonds fully executed, and return them to the
City in time for the pre-construction meeting.
A pre-construction meeting has been scheduled for Thursday, September 11, 2003 at
3:00 p.m. in the Lilac room in City Hall, located at 505 S. Vulcan Avenue. You or a
representative from your company needs to attend this meeting. Please make sure to
bring the following items to the pre-construction meeting:
1. Construction Schedule
2. All required Shop Drawings and Mix Designs for the project.
3. Certificate of Liability Insurance naming the City of Encinitas as additionally
insured.
4. Fully executed Contracts and Bonds (2 copies)
5. Copies of Encroachment Permits from the City of Encinitas
Should you have any questions, please feel free to call me at (760) 633-2775. We look
forward to working with you on this important City project.
Sincere 1
fJ
Kipp Fiate P6 r
Asso Civil EngirYeer
TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper
cc: Leroy Bodas Greg Shields
Ron Brady Rob Blough
Chuck Pollack, OMWD Frank Renaga, LCWD
Bill O'Donnell, SDWD Steve Campbell, SDG&E
Keith McKay, SDG&E
CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT
CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL /
SUBMITTAL NO.
PART 1 FOR CONTRACTOR USE
FROM CONTRACTOR) TO(DESIGNER)
coNsr20 e-7-)Or,.)
C 1 TY 67 1 n)17-A-S
CONTRACT f���� FOR: (CONTRACT TITLE)
2lJOZ- 2�p3 v '� l�
THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL,PER SPA/EIRECOMMEND SECTION NO CITY ACTION
ITEM (USE SEPARATE FORM OR EACH SPEC. SECTION) (C (D)
NO.(A)
G� 2E 4 rI T E
;v?RACT SPECIFICATIONSNOQUIRE FACTORY NEW SUBMITTAL RESUBMITTAL
INSPECTION YES
SIGNATURE
PART II- FOR DESIGNER USE
TO j
FROM( ESI ��-e 60 A6 rr/L,UG
CI T/ 10 �NLr N I i l
ITEM HAS BEEN REVIEWED.THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column"C')
COMMENTS: C V&M
- DATE 124 /6.�z
SIGNATURE PAR III - FOR CITY USE
TO (CONTRACTOR)
FROM
Cal IN I T Or �l4 Zhl� NS '
ENCLOSURES RETURN D. PPRovAL OR DISAPPROVAL INDICATED ABOVE. (See Column"D")
74 9Azo1Vf--)9
ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A codnlCo urmnlD,Section 1,for
above)
item APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS
REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED.
APPROVED,EXCEPT AS NOTED D.—WILL BE RETURNED BY SEPARATE CORRESPONDENCE.
ON DRAWINGS. RESUBMISSION NOT REQUIRED. • E.—DISAPPROVED. SEE ATTACHED SHEET.
NOTE:Approval of item does not relieve the contractor from complying with all the requirements of the contract plans and specifications.
Z
DATE
SIGNATURE
m16196
Hazard Uonstruction Company
CONSTRUCTION • MANAGEMENT SITE DEVELOPMENT
I
AMEN P
SUBMITTAL COVER SHEET
PROJECT NAME: Pavement Rehabilitation & Overlay Project 2002-03
OWNER: City of Encinitas
CONTRACTOR'S NAME: Hazard Construction Company
DATE: Sept 17, 2003
SUBMITTAL NO: 1 REVISION:
I hereby certify that the CL 2 Aggregate Base
shown and marked in this submittal has been reviewed, is that proposed
to be incorporated into this Project, is in compliance with the Contract
Documents, and is submitted for approval.
By• Title:Project Manager
Arthur Herna z, Jr.
P.O.Box 229000 San Diego,CA 92192-9000 • (858)587-3600 • (858)453-6034 Fax • License No.750542A
09/16/2003 15:33 FAX 858 715 5601_ HANSON SALES IM 002
MEN
MEN
anson
April 2003
LABORATORY TESTING OF CLASS U BASE
SAN MARCOS PLANT
SLEVE ANALYSIS(ASTM C136&C117),percent passing
Sieve Size Class U Base
Standard Metric %Passim
1" 25mm 100
3/4" 19mm 100
1/2" 12.5nnn 86-
3/8" 9.5mra 64✓
#4 4.75mna 48-4/
#8 2.36mm 36
#16 1.18mm 25
#30 600um 19✓
#50 300um 14
#100 150um 10
4200 75um 7.2
Sand Equivalent(CAL TEST 217) 52
Durability index(CAL TEST 229) 62
R-Value (CAL TEST 301) 83
% Crushed Particles (ASTM 692) 99
Resistance to Abrasion(ASTM C131)
%Loss After 100 Revolutions 3.5 ✓
%Loss After 500 Revolutions 18.6
*Maximum Density(ASTM Dl 557),pcf 138.9
*Optimum Moisture Content(ASTM D1557), % 7.5
"The Maximum Density and Optimum Moisture Content should be verified on the date of
actual production or when the test strip is placed.
*'"Conforms with the State of California Standard Specificaton For Section 26-1.02A b
Class 11 Aggregate Base 19mm Maximum-
. F
CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT
CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL
SUBMITTAL NO.
PART 1 FOR CONTRACTOR USE
FROM CONTRACTOR) TO (DESIGNER)
(Lv�TtUN G (—I ✓ G+ �NGt N T R�
Pf Zfr" FOR: (CONTRACT TITLE)
CONTRACT 2 qr/&AEnl T
THE FOLLOWING ITEMS ARE SUBMITTE FOR REVIEW AND APPROVAL,PER SP�EIRECOMMEND SECTION NOCITY ACTION
ITEM (USE SEPARATE FORM OR EACH SPEC.SECTION)` (C (D)
SbF I vJPTE2
rZAC7 SPECIFICATIONSNOOUIRE FACTORY NEW SUBMITTAL RESUBMITTAL
INSPECTION YES
SIGNATURE
PART II— FOR DESIGNER USE
IT TO
FROM( E54
77
ITEM HAS BEEN REVIEWED.THE FOLLOWING RECOMMENDA710N IS MADE AS NOTED ABOVE.(See ColumnC')
COMMENTS: f}",� ��� 1 S l UPS /+7S
E 11 jA N64 D) rU GJ�- l2 .
C !-J. L'� M I F Z� - It l vA TE✓� �� �� S8 F ! 3
DtS-ri t �I Fob sr�
DATE
SIGNATURE PART III- FOR CITE( USE
TO (CONTRACTOR)
FROM
ENCLOSURES RETURNED. PPROV OR DISAPPROVAL INDICATED ABOVE. (See Column`D°)
4 d2Evl3 /GAS 1-&)wJ ti 0 -5 v.g:,tq I TFA-C<
code I or each
ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A em n Columnl b insern1,above)
A.'-APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS
REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED.
B.-APPR VED,EXCEPT AS NOTED D.—WILL BE RETURNED BY SEPARATE CORRESPONDENCE.
ON RAWINGS. RESUBMISSION NOT REQUIRED. E.—DISAPPROVED. SEE ATTACHED SHEET.
NOTE:Approval f item does not relieve the contractor from complying with all the requirements of the contract plans and specifications.
DATE
SIG AT RE
M16196
Hazard t;onstruction Company
CONSTRUCTION • MANAGEMENT SITE DEVELOPMENT
I*
SUBMITTAL COVER SHEET
PROJECT NAME: Pavement Rehabilitation & Overlay Project 2002-03
OWNER: City of Encinitas
CONTRACTOR'S NAME: Hazard Construction Company
DATE: Sept 17, 2003
SUBMITTAL NO: 2 REVISION:
I hereby certify that the SBF 1208 Water Valve Box & Cover
shown and marked in this submittal has been reviewed, is that proposed
to be incorporated into this Project, is in compliance with the Contract
Documents, and is submitted for approval.
By- Title:Project Manager
Arthur Hernan , Jr.
P.O.Box 229000 San Diego,CA 92192-9000 (858)587-3600 • (858)453-6034 Fax • License No.750542A
Soub. Say Foundry
.270 44 Abraham Way *Santee,CA 92071 •Ph.619-956-2780 SEWER CLEANOtj
895 S.Inland Center Dr. •San Bernardino,CA 92408 *Ph.909-889-3334 OR VALVE BOX
42 No.Cluff Ave. *Lodi.CA 95240 •Ph.209-367-1940
2-
sto 120
WATErZ SE7 WEGHT
Frcme 65 Lbs
Lid 20 Lbs
Tatcl 85 Lbs
General Information Approved
All materials used in manufacturing shall conform to ASTM 48, By'
Class 358. Title:
Agency:
Frame and cover bearing surfaces shall be machined to assure Date:
close,quiet ft
Comments
Castings shall be dipped in black bituminous paint j
Frame and cover exceeds H-20 wheel loading. 17-
Hazard L�onstruction Company
CONSTRUCTION • MANAGEMENT SITE DEVELOPMENT
I
SUBMITTAL COVER SHEET
PROJECT NAME: Pavement Rehabilitation & Overlay Project 2002-03
OWNER: City of Encinitas
CONTRACTOR'S NAME: Hazard Construction Company
DATE: Sept 17, 2003
SUBMITTAL NO: 3 REVISION:
I hereby certify that the SBF 1243 Water Valve Box & Cover
shown and marked in this submittal has been reviewed, is that proposed
to be incorporated into this Project, is in compliance with the Contract
Documents, and is submitted for approval.
By: Title:Project Manager
Arthur Hernande r.
P.O.Box 229000 San Diego,CA 92192-9000 • (858)587-3600 • (858)453-6034 Fax • License No.750542A
South day Foundry
9444 Abraham Way •Santee,CA 92071 •ph.6I9-956-2780 SEWER CLEAN
OUT
895 S.Inland Center Dr. •San Bernardino,CA 92408 •ph,909.ggg.3334 OR VALVE BOX
42 No.Clufr Ave. •Lodi,CA 95240 •Ph.209-367-1940
- B s
O�Co� a Q' C
o
O O O O
Q O 0 O
e?
SFi WEIGHT
a C
o
o Frame 67 Lbs
O °o ° o 0, 0 Lid 33 Lbs
°p C O o C Total 100 Lbs
00 Qa
14W
14 AN
-- 13�n' � 1•
— j�. oe r
s
173ra' '
General Information
Approved
All materials used in manufacturing shall conform to ASTM 48, BY�
Class 358. Title:
Agency:
Frame and cover bearing surfaces shall be machined to assure Date:
dose,quiet ftt.
Comments
Castings shall be dipped in black bituminous paint
Frame and cover exceeds H-20 wheel loading.
CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT
GUTlSHOP D
CATALOG RAWING TRANSMITTAL AND APPROVAL
SUBMITTAL N0.
PART 1 FOR CONTRACTOR USE
(CONTRA TOR)
TO (DESI ER)
FROM
NS�2�C lor) CI,T( C) NGI tJ I TES
l FOR (CONTRACT TITLE)
cow A,�e+ rJT I �3
THE FOLLOWING ITEMS ARE SUBMITAE FOR REVIEW AND APPROVAL,PER SP�E RECOMMEND SECTION NO CITY ACTION
ITEM (USE SEPARATE FORM O EACH SPEC.SECTION) (C) (D)
NO.(A) n
RA C7 SPECIFICATIONSNOOUIRE FACTORY NEW SUBMITTAL RESUBMITTA-
INSPECTION YES
SIGNATURE
PART 11- FOR DESIGNER USE
TO
FROM(DES.IGNER) Z A'i l.�r,S-S T
ITEM HAS BEEN REVIEWED•THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column"C")
COMMENTS:
A5
A.P Rfbov E-D
DATE G
SIGNATURE
PART III - FOR CITY USE
TO(CONY CTOR)
FROM
ENCLOSURES RETURNE . APPROVAL R DISAPPROVAL INDICATED ABOVE. (See Column`D")
ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(tem nlColumnlD be Section d1,above)
C�PROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS
REFER TO ATTACHED SHEET-RESUBMISSION REQUIRED.
B.-APPROVED,
EXCEPT AS NOTED D•—WILL BE RETURNED BY SEPARATE CORRESPONDENCE.
ON DRAWINGS. RESUBMISSION NOT REQUIRED. • E.—DISAPPROVED. SEE ATTACHED SHEET.
NOTE:Approval of hem does not relieve the contractor from complying with all the requirements of the contract plans and specifications.
DATE
SIGNATURE
m16196
Hazard Construction Company
CONSTRUCTION • MANAGEMENT SITE DEVELOPMENT
� � .�
A
SUBMITTAL COVER SHEET
PROJECT NAME: Pavement Rehabilitation & Overlay Project 2002-03
OWNER: City of Encinitas
CONTRACTOR'S NAME: Hazard Construction Company
DATE: Sept 17, 2003
SUBMITTAL NO: 4 REVISION:
I hereby certify that the SBTT Survey Monument Riser
shown and marked in this submittal has been reviewed, is that proposed
to be incorporated into this Project, is in compliance with the Contract
Documents, and is submitted for approval.
i
By: Title:Project Manager
Arthur Hernand r.
P.O.Box 229000 San Diego,CA 92192-9000 • (858)587-3600 • (858)453-6034 Fax • License No.750542A
South Bay Foundry CATALOG SECTIO
9444 Abraham Way Santee.CA 92071 • '
Y Ph.619-95ti-2780
895 S.Inland Center Dr. •San Bernardino,CA 92408 •plL 909.888.3334
42 No.Cluff Ave. •Lodi,CA 95240 •Ph.209-367-1940
B21
SBTT CAST IRON
TRAFFIC COVER
Wr.IT as
t'
SLOT..,, SBTT FRAME 8z LID
SBTT RIS RS
SBTT CAS= fM I7,4
WT. 1 � saaE�
MIT. R IBS
Approved
By: I
Title:
I _ •
•; Agency:
Date:
Comments
(CONCRETE BODY wr. 44 IBS)
CAST rjZ]�F
1-1141" I RISER
W . WT,13#t
aNCHCR ANCH-
PIN 2 PIN
GENERAL INFORMATION
All materials used in manufacturing shall conform to ASTM 48-30
Castings shall be dipped in black bituminous paint
Standard cover markin;s are MONUMENT, WATER, IRRIG , SEWER, GAS = As r=-zL--
r "y
CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT
CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL
SUBm TTAL NO.
PART 1 FOR CONTRACTOR USE
FROM(CONTRACTOR) TO (DESIGNER)
��ZA 2� �NS ra c_rt o ti C t T" O iG �NG� nJ t T✓�S
CONTRACT VLa LAV FOR: (CONTRACT TITLE)
THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL,PER SPaEIRECOMMEND SECTION NOCITY ACTION
ITEM (USE SEPARATE FORM(B}EACH SPEC.SECTION) (C (D
NO. (A)
"RACT SPECIFIC ATIONS rREQUIRE FACTORY NEW SUBMITTAL RESUBMMAL
INSPECTION YES
SIGNATURE
PART II- FOR DESIGNER USE
TO
FROM( E$1 �GN � 6 N-'S,T,
ITEM HAS BEEN REVIEWED.THE FOLLOWING R M
ECOMENDATION IS MADEQAS NOTED ABOVE. (See Column'C'-)
COMMENTS: T! �� 612 ��40t A5 J 1
a 2 TAE
DATE
SIGNATURE PART III - FOR CITY USE
TO (CONTRACTOR)
FROM
ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE. (See Column"D°)
s
v - tar each
ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN 70 ITEMS SUBMITTED:(A mdinICo urmnlD,Sectionl,above)
A.'-APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS
REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED.
B.-APPROVED,EXCEPT AS NOTED D.-WILL BE RETURNED BY SEPARATE CORRESPONDENCE.
ON DRAWINGS. RESUBMISSiON NOT REQUIRED. • E.-DISAPPROVED. SEE ATTACHED SHEET.
NOTE:Approval of item does not relieve the contractor from complying with all the requirements of the contract plans and specifications.
DATE
ES GNATURE
M16196
Hazard Construction Company
CONSTRUCTION • MANAGEMENT SITE DEVELOPMENT
10
SUBMITTAL COVER SHEET
PROJECT NAME: Pavement Rehabilitation & Overlay Project 2002-03
OWNER: City of Encinitas
CONTRACTOR'S NAME: Hazard Construction Company
DATE: Sept 17, 2003
SUBMITTAL NO: 5 REVISION:
I hereby certify that the 1/2" Type III C-2 Asphalt Concrete
shown and marked in this submittal has been reviewed, is that proposed
to be incorporated into this Project, is in compliance with the Contract
Documents, and is submitted for approval.
By: Title:Project Manager
Arthur Hernande r.
P.O.Box 229000 San Diego,CA 92192-9000 (858)587-3600 • (858)453-6034 Fax • License No.75O542A