HomeMy WebLinkAbout08/03/1993, C-7 - 1993 STREET CHIP SEAL COAT PROJECT, SPECIFICATION NO. 93-29 ���hll�q���INllll�llll I II� CT / of Sart August 3, 1993
o,.IS OBISPO MEETING DATE:
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Wage uCOUNCIL AGENDA REPORT ITEM NUMBERC_
From: Mike McCluskey, Public Works Directafoll
Prepared by: Dennis E. Cox, Parks & Streets Manager
Subject: 1993 Street Chip Seal Coat Project, Specification No. 93-29
CAO RECOMMENDATION:
By motion, approve plans and specifications for the 1993 Chip Seal Coat Project,Specification
No. 93-29, and authorize soliciting of bids and contract award by the CAO, if the lowest
responsible bid is within the Engineer's cost estimate.
DISCUSSION:
The FY 1993-95 Financial Plan provides $143,000 in the Pavement Maintenance Operating Budget
for Chip Seal Coats during FY 1993-94. The project defined by these specifications proposes to
accomplish approximately eight and a half miles or 177,529 square yards of chip seal coatings and
lane line replacement with the funds provided. The Pavement Management Plan calls for ten miles
of street to be chip sealed each year. The reduction in chip sealing was identified in the budget
hearings. By sealing this amount of pavement, the standard eight year frequency will increase to a
9.2 year standard.
CONCURRENCES:
The Directot of Community Development filed a notice of exemption with the County on July 13,
1993.
FISCAL IMPACT:
Project cost $143,491.00
Laboratory material analysis $ 7.000.00
Engineer's estimate $150,491.00
The Financial Plan FY 1993-94 budget provides $143,000 in the Pavement Maintenance Operating
Budget (pg. D-59) for this project. Should bids exceed funds budgeted, the size of the contract shall
be reduced so as to be within budget or funds will be transfered from other areas of the operating
budget to cover the short fall in funding. All adjustments will be made at the time of project award.
Attachments: Engineer's Estimate
Map .
List of Streets and Measurements
Note: Plans and Specifications are available in the Council office for inspection.
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Item Item Unit of Estimated Item Price Total
No. Measure Quanity (in figures)
1. Traffic Control One Job 1 20,000.00 20,000.00
2. Asphaltic Emulsion Ton 200 215.00 43,000.00
(latex modified)
3. Rock Screenings Ton 1,671 38.00 63,498.00
4. Thermoplastic Traffic Lin. Ft. 10,471 0.76 7,958.00
Striping
5. Thermplastic Pavement Sq. Ft. 2,000 3.65 7,300.00
Markings
6. Pavement Markers Each 347 5.00 1,735.00
Total 143,491.00
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STREET LENGTH WID SQ. YDS. ROCK OIL
Empresa 581 41 2,647 23.8 688
Bonetti 686 41 3,127 28.1 813
Sueldo 475 41 2,165 19.5 563
Empleo 581 61 3,937 35.4 1,024
Granda 1,690 41 7,697 69.3 2,001
S. Higuera Front 770 30 2,567 23.1 667
Zaca 792 41 3,608 32.5 938
Las Praderas 950 34 3,590 32.3 933
Mariposa 1,460 34 5,516 49.6 1,434
Chuparrosa 1,056 33 3,872 34.8 1,007
Carissa 158 33 581 5.2 151
L.O.V.R E/creek 1,900 60 12,672 114.0 3,295
Calle Joaquin S/ 1,980 33 7,260 65.0 1,888
Calle Joaquin N/ 1,162 36 4,646 41.8 1,208
Auto Park Way 900 56 5,600 50.4 11456
Pereira 898 33 3,291 29.6 856
Vicente 1,531 32 5,444 49.0 1,415
Huasna 1,531 32 5,444 49.0 1,415
Lima 1320 32 4,693 42.2 1,220
Pinecove 1,056 32 3,755 33.8 976
Seaward 686 32 2,441 22.0 635
L.O.V.R. Front 1,214 25 3,373 30.4 877
Madonna W/end 2,534 32 9,011 81.1 2,343
EI Tigre 686 36 2,746 24.7 714
Mariner's Cove 211 32 751 6.8 195
Avalon 1,003 32 3,567 32.1 927
Lakeview 422 32 1,502 13.5 391
Gulf 1056 32 3,755 33.8 976
Atascadero 1,478 36 5,914 53.2 1,538
Boronda 264 36 1,056 9.5 275
N/ Madonna Front 1,600 24 4,267 38.4 1,109
Coral 1,267 32 4,506 40.6 1,172
W. Newport 845 33 3,098 27.9 805
Newport 475 32 1,690 15.2 440
Galleon 1,584 36 6,160 55.4 1,602
Cavalier 1,373 33 5,034 45.3 1,309
Drake 1,003 32 3,567 32.1 927
Balboa 1,637 32 5,820 52.4 1,513
Royal Gal./LOVR 792 36 3,168 28.5 824
Laguna 1,320 36 5,280 47.5 1,373
Vista Del Lago 1,954 33 7,163 64.5 1,862
Vista Del Montana 211 33 774 7.0 201
La Virada 211 33 774 7.0 201
45,303 177,529 1,607 46,157
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THERMOPLASTIC =YELLOW
1. 4" SINGLE DASH 1,870'
2. 4" SOLID 235'
3. DOUBLE 2,251'
THERMOPLASTIC'- WHITE
4. 8" SOLID 665'
5. 6" BIKE LANE 2,743'
PAVEMENT MARKINGS
6. TYPE IV (L) 8 @ 15■' 120■'
7. TYPE IV (R) 6 @ 15■' 900'
8. TYPE 1 (10') 1 @ 14■' 14■'
9. STOP 15 @ 22■' 330 o'
10 12" BAR - WHITE 406■'
11 12" BAR -YELLOW 519■'
12 SIGNAL AHEAD 2 @ 63■' 126■'
13 SLOW SCHOOL XING 5 @ 79■' 395■'
14 BIKE SYMBOL (M13H-S48) 4 IN PAINT
REFLECTORS'.
15 WHITE 30
16 YELLOW 81
17 BLUE 132
18 YELLOW BOT DOTS 104
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