HomeMy WebLinkAbout07/05/2011, C 7 - MEASURE Y PROJECTS STREET RECONSTRUCTION SUMMER 2011, SPECIFICATION NO. 91040 AND MICROSURFACING SU council n,..n.,Dw 7-5-201.1
j, acEnba REPO Rt .N�. �-
CITY OF SAN LU IS OBISPO
June 13, 2011
FROM: Jay D. Walter, Director of Public Works JD W
Prepared By: Manny Guzman, Engineer II
SUBJECT: MEASURE Y PROJECTS STREET RECONSTRUCTION SUMMER 2011,
SPECIFICATION NO. 91040 AND MICROSURFACING SUMMER 2011
SPECIFICATION. NO. 91041.
RECOMMENDATIONS
I. Award a contract to Papich Construction Company, Inc. in the amount of$1,088,467 for the
"Street Reconstruction Summer Project, Specification No. 91040".
2. Approve the fund transfer amounts of$1,242,166 from the Master Street Reconstruction and
Resurfacing Account, $21,320 from the Distribution System Improvements Master Account,
$21,431 from the Master Collection System Improvements Account and $1,340 from the
Bicycle Facility Improvement Account to the Street Reconstruction Summer 2011 project's
construction and construction management phases.
3. Award a contract to Bond Blacktop, Inc. in the amount of $1,063,983.35 for the
"Microsurfacing Summer Project, Specification No. 91041".
4. Approve the fund transfer amounts of$1,216,733 from the Master Street Reconstruction and
Resurfacing Account and $51,000 from the Bicycle Facility Improvement Account to the
Microsurfacing Summer 2011 project's construction and construction management phases.
DISCUSSION
On May 3, 2011, the City Council authorized the invitation of construction bids for the Street
Reconstruction Summer 2011 project, Specification No. 91040 and the Microsurfacing Summer
2011 project, Specification No. 91041. The City Council also authorized the City Manager to
award the projects if the lowest responsible bids were within the Engineer's Estimate.
Four bids were received and opened on June 7, 2011 for the Street Reconstruction project, three
of which were below the Engineer's Estimate of$1,245,000. Papich Construction Company, Inc.
submitted the lowest bid of$1,088,467, which is $156,533 below the Engineer's Estimate.
Bids for the Microsurfacing Summer 2011 project were received and opened on May 26, 2011.
Two bids were received, both of which exceeded the Engineer's Estimate of$940,000. Bond
Blacktop, Inc. submitted the lowest bid of $1,063,983.35, which is $123,983.35 above the
Engineer's Estimate. High bids for the Microsurfacing project could be attributed to the high
price of petroleum base products. One of the main components of microsurfacing is asphalt
emulsion, which contains several petroleum base products. Additionally, microsurfacing work is
C7-1
Microsurfacing &Street Reconstruction Summer 2011 Projects Page 2
more of a specialty type of work, necessitating a contractor from out of the area to mobilize to
this area to complete the work.
While the low bid for the microsurfacing project did come in above the Engineer's Estimate the
low bid for the street reconstruction project came in lower than the Engineer's Estimate which
allows both projects to be awarded to the low bid contractors, with a lower combined overall
construction cost than estimated.
FISCAL IMPACT
There is currently $2,672,476 in the Street Reconstruction & Resurfacing Master Account,
including $1,700,000 in the various phases of Street Reconstruction & Resurfacing Master
Account approved in the 2011-13 Financial Plan, to support this request for $2,455,899
($1,242,166 for Street Reconstruction Summer Project & $1,213,733 for the Microsurfacing
Summer Project).
Additionally, there is a current available balance of $101,535 from the Bicycle Facility
Improvement Account to support the $1,300 portion of the Street Reconstruction Summer project
and the $51,000 portion of the Microsurfacing Summer project attributable to bicycle facility
improvements. This funding will be utilized to upgrade two catch basins and the revisions to
several drainage inlet grates.
The Microsurfacing Summer project includes water and sewer utility improvements. This
funding will be provided by the Water Distribution System Improvements Master account, which
has a current balance of $387,033, and the Collection System Improvements Master account,
which has a current balance of$179,800. The Water Distribution System Improvements and the
Collection System Improvements Master accounts will provide project support in the respective
amounts of $21,320 and $21,431. This funding supports the adjustment of water and sewer
facilities to the new pavement grades.
This project is 96% funded through Measure Y, the half-cent sales tax measure approved by the
City's residents. Street maintenance has consistently been a community priority. In both the mail
in and feedback form surveys completed prior to placement of Measure Y on the ballot, fixing
potholes and repairing and maintaining streets came out as the number one priority. The ballot
measure language referred to street maintenance work as a potential use of Measure Y funding.
Public Works street maintenance activities and contract reconstruction and resurfacing have been
funded in the 2007-09, 2009-11, and 2011-13 Financial Plans by Measure Y to reflect the high
priority placed on this work by the community.
C7-2
i_
Microsurfacing &Street Reconstruction Summer 2011 Projects Page 3
Project Cost by Funding Source
Street Reconstruction Summer 2011 Project(91040)
Water Sewer
Street R& R Master Bicycle Distribution Collection
Account(90346) Facility Impr. System Improve System Total
(90572) Master(90227) Improve
Master(90239)
Construction: $1.048,416.00 $1,300.00 $19,320.00 $19,431.00 $1,088,467.00
Contingencies: $104,000.00 $40.00 $2,000.00 $2,000.00 $108,040.00
Construction Management: $85,000.00 $0.00 $0.00 $0.00 $85,000.00
Material Testing: $4,000.00 $0.00 $0.00 $0.00 $4,000.00
Printing: $750.00 $0.00 $0.00 $0.00 $750.00
Total for Construction: $1,242,166.00 $1,340.00 $21,320.001 $21,431.001 $1,286,257.00
_rner-2011 Project t
Bicycle
Street R& R Master
Account(90346) Facility Total
(90572)2)
Construction Estimate: $1,017,983.35 $46,000.00 $1,063,983.35
Contingencies: $102,000.00 $5,000.00 $107,000.00
Construction Management: $90,000.00 $0.00 $90,000.00
Material Testing: $3,000.00 $0.00 $3,000.00
Printing: $750.00 $0.00 $750.00
Total for Construction: $1,213,733.35 $51,000.00 $1,264,733.35
Total Proposed Costs for
both 91040&91041: $2.455,899.35 $52,340.00 $21,320.00 521,431.00
Funding Available by
Fund: $2,672,476.00 $101,535.00 $387,033.00 $179,800.00
General TIF Water Sewer
ATTACHMENTS
1. Council Agenda Report authorizing advertising
2. Bid Summary for Street Reconstruction Summer 2011, Specification No. 91040
3. Bid Summary for Microsurfacing Summer 2011, Specification No. 91041
4. Contract Agreement, Papich Construction Company, Inc.
5. Contract Agreement, Bond Blacktop, Inc.
\\chstore4\Team\Coundl Agenda Reports\Public Works CAR\2011\CIP\91040 Street R&R Summer 2011\91041 GAR Award.doc
C7-3
ATTACHMENT 1 PG 1
council M,tin,D.tr 5/3/2011
j AQen0A nepoRt
CITY OF SAN LU I S O B I S P O
.._.............................._._..
FROM: Jay D. Walter, Director of Public Works . 70W
Prepared By: Manny Guzman, Engineer II
SUBJECT: MICROSURFACING SUMMER 2011 MEASURE Y PROJECT,
SPECIFICATION NO. 91041 & STREET RECONSTRUCTION SUMMER
2011 MEASURE Y PROJECT,SPECIFICATION NO. 91040.
RECOMMENDATIONS
1. Approve plans and specifications for the Microsurfacing Summer 2011 Project, Specification
No. 91041.
2. Approve plans and specifications for the Street Reconstruction Summer 2011 Project,
Specification No. 91040.
3. Authorize staff to advertise for bids and authorize the City Manager to award the contract if the
lowest responsible bid for the Microsurfacing Summer 2011 Project is within the Engineer's
Estimate of$940,000.
4. Authorize staff to advertise for bids and authorize the City Manager to award the contract if the
lowest responsible bid for the Street Reconstruction Summer 2011 Project is within the
Engineer's Estimate of$1,245,400.
DISCUSSION
The City's Pavement Maintenance Plan(PMP)was adopted by the City Council on April 14, 1998.
The key elements of the PMP include establishment of eight pavement maintenance areas within the
City and a maintenance plan in which each of these eight areas will receive maintenance over an
eight-year period. A ninth area, the downtown, is designated to receive maintenance on an annual
basis.
On October 6, 2009 Council gave new direction for the PMP to give a higher priority to arterial and
downtown streets. Since 2006, ten projects have been completed that repaired portions of twenty-
one arterial roadways (Attachment 2). In the 2011-12 fiscal year, the Street Reconstruction and
Microsurfacing projects will overlay or microsurface portions of Foothill, Santa Rosa, Broad,
Higuera, Osos and Tank Fane Road. Also scheduled for reconstruction under separate contracts in
the 2011-12 fiscal year are Chorro between Palm and Higuera, Johnson between Islay and Lizzie,
and Johnson between Pismo and Breck. Due to waterline replacement work, Santa Barbara Street is
not included in this year's work plan, but is planned in 2012. All these streets are classified as
arterial streets by the City's Circulation Element.
In anticipation of the 2011-12 fiscal year's microsurfacing project, the City's Street Maintenance
staff has performed isolated pavement repairs and crack sealing on the streets included within the
scope of the specified microsurfacing project. This preparatory work is now complete and will
increase the long-term effectiveness of the microsurfacing application and reduce the construction
C7-4
Microsurfacing&Street Reconstruction Summer 2011 Projects Page 2
costs. Microsurfacing is a polymer modified cold-mix paving system that uses a quick set emulsion
and can be ready to support traffic in a few hours. Microsurfacing estimated costs are about 11.5%
of the cost of a 2 inch asphalt overlay, and 2.3% of the cost of complete reconstruction.
Microsurfacing works by sealing the pavement and subgrade from water intrusion and providing
some additional wearing surface. Regular use of microsurfacing can postpone more expensive
reconstruction work for significant periods of time.
The project also includes some drainage work. Three catch basins on Higuera between Bridge and
Vachell Lane will be upgraded to the current City standards. Existing catch basins are top opening
structures with metal grates in the bike lane which have been identified as roadway obstacles by the
bicycling community. On Lawrence Drive several hundred feet of curb and gutter will be
removed and replaced with a grated line drain. Trees that have since been removed lifted the
curb and gutter resulting in poor street drainage.
A continuous grated line drain connected to a new catch basin will help to alleviate the ponding that
occurs in this area. Also included with the reconstruction project is the localized repair of curb,
gutter, and sidewalk in front of 1441 Nipomo and 1129 Pacific. In both locations trees have lifted
the curb and gutter resulting in poor street drainage. The driveway ramp at 1441 Nipomo will also
be repaired to match the new grades of the replaced curb and gutter. Neglecting repairs of the curb
and gutter and the driveway ramp will result in water ponding and could reduce the service life of
the new paving surface.
Americans with Disability Act (ADA) accessible curb ramps required by law for street
reconstruction work will also be upgraded as part of the street reconstruction. A total of 26 existing
street corners will be retrofitted with new curb ramps or truncated domes to meet current ADA
standards. This work is in addition to two other curb ramp projects schedule for construction this
summer.
CONCURRENCES
The project qualifies for a categorical exemption from environmental review, and a notice of
exemption has been filed through the Community Development Department for both the
Microsurfacing Summer 2011 project and the Street Reconstruction Summer 2011 project.
FISCAL IMPACT
There is currently $1,068,227 in the Street Reconstruction & Resurfacing Master Account and
additional construction funding of $1,450,000 (the construction portion of the $1,700,000
request for 2011-12) is proposed in the 2011-13 Financial Plan. If approved, this additional
funding will bring the total funding available to $2,518,227 to support this request for
$2,514,500 ($1,080,750 for 91040 & $1,433,750 for 91041).
Also, there is a current available balance of $101,535 from the Bicycle Facility Improvement
project that can be used to support the $22,000 portion of the 91040 project and the $440 portion
of the 91041 project. This funding will be utilized to upgrade three catch basins and the revisions
to the drainage inlet grates.
C7-5
1ATTACHMENT 1 PG 3
-----------------
Microsurfacing &Street Reconstruction Summer 2011 Projects Page 3
For the 91041 projects, water and sewer utility improvement budget is currently available in the
Water Distribution System Improvements Master account (current balance of$407,885) and the
Collection System Improvements Master account (current balance of $190,836) to fund the
proposed costs of $24,000 and $3,500, respectively. This funding supports the adjustment of
water and sewer facilities to the new pavement elevations.
The Street Reconstruction and Microsurfacing projects will not be awarded until after the start of
the new fiscal year, 2011-12. By the time bids are received, Council will have concluded the
budget process. If Council has funded the 2011-13 Street Reconstruction & Resurfacing Master
Account at the time of contract award, a Budget Amendment Request will be generated to
transfer funding to the appropriate project's account for construction. If this funding has not
been approved, staff will recommend rejection of bids and re-advertising of a smaller project.
This project is 98% funded through Measure Y, the half-cent sales tax measure approved by the
City's residents.
Estimated Project Cost by Funding Sources
I-Microsurfacinu So tit nier 2011 '
Street R& R Master Bicycle
Account(90346) Facility Impr. Total
(90572)
Construction Estimate: $920,000 $20,000 $940,000
Contingencies: $92,000 $2,000 $94,000
Construction Management: $65,000 $0 $65,000
Material Testing: $3,000 $0 $3,000
Printing: $750 $0 $750
Total for Construction: $1,080,750 $22,000 $1,102,750
C7-6
Microsurfacing &Street.Reconstruction Summer 2011 Projects Page 4
Estimated Project Cost by Funding Sources
Street Reconstruction
Sewer
Bicycle Water Collection
Street R& R Master Facility Impr. Distribution System Total
Account(90346) (90572) System Improve Improve
Master(90227) Master
90239
Construction Estimate: $1,220,000 $400 $22,000 $3,000 $1,245,400
Contingencies: $124,000 $40 $2,000 $500 $126,540
Construction Management: $85,000 $0 $0 $0 $85,000
Material Testing: $4,000 $0 $0 $0 $4,000
Printing: $750 $0 $0 $0 $750
Total for Construction: r $1,4333,7501 $4401 $24,0001 $3,5001 $1,461,690
Total Proposed Costs for
both 91040&91041 : $2,514,500
Funding Available by
Fund.• $2,518,217 $101,535 $407,885 $190,836
General TIF Water Sewer
ATTACHMENTS
1. Location Map
2. Map of arterial roadway work
AVAILABLE FOR REVIEW IN THE COUNCIL OFFICE
Plans and Specifications
--------------
T:\Council Agenda Reports\Public Works CAR\2011\CIP\91040 Street R&R Summer 2011\91041 CAR Advertise.doc
C7-7
Q�
EO OppV f 0 O p pp O O pOO
Cpp [ GO [V pf O OW ON O O NN OOS[�Opp
O�pS
0 . . O 0 COMM H OS mO OO MO NO OO S0 OOSppOO OO
S O O Q 1
N h N W N W<W VVII
SOW S;;=m[p m S pph h 0 M1�O O N^aa N NON N Q W N W W h Q
WO 0 NNNNNVIHNNHM�H NH�Hf9 HH19 N H H N N N N H N N
r" s
W m �
¢ a
U c
ni
O�mM1y Jn 0 Om0p0oWMIpWNWWWOoNN0HSH$ r"',r:IR �nOcsommo
O 11: MO$ $ S0 0
N WW 0 $ O
t X0 W W QS Spp
h Q
mO mfpe H N N H N N
zWm�m
0o po 000eS poO go8$000So$800$0 00 0 00 0 0 0
._n,0o 00 000 0o On O O O o O O O
O O O b 0 f0 N O O O N W O W W O W O O h O Q QQ pQ O O N O W W O W N O Q %1 tp O N Q tG mm
r N O N N h O N W p W N 0 N N N WR W^Q N O N^p W W O W^
E,t7 Nt�W�t'yy�^Olp pW WM1l7�l�O07^MyyY��O�N NN W t(J W Q10O Nm W h hN � pNp W N h tWpp W W
u K
m a
c c
0 0
C u00'O C)W NN 000 ONpOO OOo OOSO OM1b pSp rO ov(�W M1 iaaOS W M1OCI S O S O O �Ofpp O
N N GgfOOH NM ON pH»MM1<WWWh^NHNHVlNHON BBHNNN4p9NH� O h W M W N M M
S O O HH SNNSNtl9N H NH N WN N h W f0
QN O Cl C �G [G O
T fn a � N 19 tl! p
U
.:D m
000000�
oo0008SSS880000SSo$ou0000p 5000 S $ o 0 0 o S oopp 000
O t C�(j y j 0 0 h G O C C G p pp po p t C�0 0 0 0 O O h C f G m G tC f V C Ol G O O C G O G
r MQ N O f0 N O O W O O S 0 0$^
E W N W�-Cl!N N N N W T QQ++O W<Q���N000 Q O
�M%)M1N^^lV 1n W�-W MC)O^NNNHONHK�MC)�NNNNujN N N W N O O W W
NN N VVII N N
M 0
O
u n m
O U ac W O N t S0 HS NNO^ON SW OS0 0 $ S$ o Oy4OHN00000S hOCN7 O OO
E M1 O N O N N N N M N N M N H N H H N N H^ O 8 O N
H N W W M1 H vl NN
wpm N tWN HN �NNH N ^H O Q h {p h r
p 19 H N
O MO 1O N H
N m J m
a
'o O m W a
V12 v17 m
0 0 0 0 O O O O O 0 0 0 0 0 0 $N O h N W^O W N O$ O O O O O O O O
0 $W 0 0 0 O o O O O O O O O O O N O O^N
O O fp0�0 0CC0oO-OCOO gI i f W N NNpp N«ht,0>WW O O O O G N Ul
N h Q N fD$h N N M1 N Mp O O O S O m h M pp N W V=
W W N N Q W O O O p O M W N
3 0 E�-HNh W OM1O�MOOO W OQ W N VN W 0 -W N W Wtp ip N W S f0 N W m
O t Y W epi W OYI aNy fO^W 01m Q W�Q N Min N �M M H H N N M wi N W ^ M W h 0 m
C M 9
o W a E
c
U
N O AKNci NV N Q ONO S S 8O NQW WM 1N0 H NN Ci Qes HO W P QM: N NO SN OOW 8
p8 O wOS NSOG WWNN pN ^ OqNMM
pmoKoNC
% 9 E N N W W
m E
0 0.!2ShO
a o w w
aaa mU
a �
I
LL LL LL ~r
` f??
O N W W W fp W W
E
O O ^N M N N O O O Q O O N
W OOO W ON M1T M1®N�-ONN W p W N^
W N h O N NON O f0 M O W N O W M M p W N h
0
0
W
d
2 r
¢ W
z o
o r w a 0 m w� a a
N O co0.
W 17 ❑N W N O 0. Z z N h
E Pnonoo p WZ Z <� m °7 V �} 2 p O p
a .=N YCiv 2 O W N0 m 6 ¢ ¢
E p w z Mom Ow a ¢ f, -6 ¢ o O o
Gj W 00000 N Z�rx Z O O l� m W ix M w
wzzz zz W ¢QOw U O ^
C J U�W'C¢KK mJ f Upa YO
e 0 oz=o0 CD a CD °xrx zz3W �r w wm
u W a0°x xxx�o zoma° w �w ¢ wr z o x x i
rrra—¢¢—�M2 Jr '> ¢ ¢6rJ r rw rnw 0 r r r r
y r 0 0 0 0 0 0 a m ZZ w 0 g U 3 w 0 N N W W o Z LL y MY O W Y W O O O O
0 Q S n J 2 C7 Y V C J W o r J^N O N M S S M M Q W W o V ftp K N a¢N 0 r 0 0 0
G L .. ma¢Y W SS ��Fi w�S{{¢�tIIZi�UmY�SSs'w >az<aaaaaaa�w LLz <z z3 aw
O U C 7 EO.'JJJJJtn r5 W Z0} a.>} rr r r r � V V^q Z f'`w'Q QgQ w q}y W w
w m O L��"¢�u 1=i LL LL LL m03 W OM M O Nd`Q<�.N-0000000000 dm 2 a4 m m�+ K N tL.M- y �
a v E
N m m E
C7-8
4d
O O O O O O O O O o p O O O O O O O O O O O O
S O O O O O O O O O O S $ OO O O O O O O O O O
o
N a c o c o ci o o a o 0 0 0 0 o QQ 0 o o 0 o 0 0
n g$ o
m
N q H
(tl' m d w H H H H w H w H H H w 19 H H w H H
Y O O O O
O
Mr O $8 O S$ Oo $$ OO $o 0 $W O$W $
MS Oo SpO mO$ Q CO'om) Op01[J NHO0
N M N N N w H H H N N N M M N N N w w W
a w w w H H H q w in w w q H H w w H
O zmmamOm
$ S $ o o $ $ 0 0 0 $ $ o o $, $ o o g o $ O $ o $ $
O O N m N M Cl m O A m m lG Ol tG r N fV 66 O OI W m t7 In
O N Q NO Yf
E W cl N m m m m m Q
m m m A m m m Q N N V M (O m N P O O m N O m N N q
C d L w H H N w H H H w w q H H w H q w H w q w N q
O y>
u m
2 d
n a
c c
o
U m Y o 0 0 $ o $ $$ o $ $ o $ $ $ o $ $ $
0 0 0 0 0 0 0 0
NO IS C6 9
m n
C m m h m N O m N N w H
H w w H H w H H H H q q
a w w w w w w w
A m a
v .gym
$ $ $ $ $ $ $ $ $ a $ $ $ $ $ $ $ $ $ o $ S $ $ $ $
0 0 0 0 c e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 o O o 0 0 0 0 0 0 S o o g o 0 p 0 0 0 0 0 0 pp
E N m W O r W O m m O m m O m N N S N d; N O O m m m
m m m Y m m W N V' M m 1`M1 Q m W O Q W
H H w H H H H H Yf H w H Yf w w H N H w q H
H H w
O d
u � m
E W m
CE Q m m $ $ o $ $ $ 0 0 0 $ 0 0 0 $ $ $ $ o $ o $ $ $ $ o
U j y $ g g o 0 0 G m C G o m
$ $ $ o $ o $ $ $ o $ $ 0 0 $ o $ $ o 0
` m mN m W O SPO W O m m O 10 10 SCO �Np 10 CN Q Y] O tOp m m
b C'a � ] (9 w w .Q- M w w w w w w w 1 s Yi Vi w 0 Vs Ww
cm m w bq "q
O
U K ^ N
N m J d
a
00 A m 9
0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
c P o 0 0 0 0 0 0 0 0 0 0 0 $ o o O o 0 0
O O 0 0 0
O O
m P O O O
m N _ O S S O M p W m W O O O gyp( O
10 N tY O O IA (O O Q P m V m m
d t E r N m � h m fD r m M1 W m W If1 07 Ol m m 19 M
H H H w H 19 w H H w q H N q H H H H H q H H q
0W d d
a
2 D$
a o_ g $ o y0y 0 $ o $ $ 00$ o o $ o o $ o $ o p0p 0 0 $ 0
V N d m C .d, O O O Q O O O S S O M W m m O O $ N W O $ O O N
d N p m
x m VJ m m N m N Ili NN O $ N O Q P W Q m m r m r N
u o om
m o m a 0 H
ap a a m O
T y
m
g m m N m N m m m N m m m m m m N m m m N m N m m m
J J J J J J J J J J J J J J J J J J J J J J J J J
g^� O
t
a
c
a
d
O J W W W W F F
2 2 2 x W W w W Z Z Y Y ? W W
2 0 g z m ux x x g z g ¢ Q z a w w 3 w
o a a z z m m a a 3 $ m m z m m m w
z r w 3 a a a z za = n w m N ¢ h ¢ w
z 0 0 m m w w a a ti w z I m O o < 4 ¢ m m j j
m m m m m O O Z m 2 N O m m O V U N Z Z Q O C7 U' O
O O O O O 2 2 Q m m F y y U 2 w vwJ W N m N m n7 m ep
x I r 2 m x 2 O O O O O O x 2 m of v0
U U U U U a. a m m m m Q a a m K m m > > > m N N f¢ N
J J WJW J J ? m O O N e6 m a0 w m W¢¢W a W Q °1000 OZ 0¢ O¢
e m N m M m Q m m 0 m r ¢m m m
d i =w=w = x U U v v 0 U o o o og o w w w
'-rxt-� r f- 11 U. lL LL LL v. u_ O O 0 L)ia 0 Zw�w �w �ww Z�Zw �ZZw Z�Zw
n O`O 0 Or' ON Q 0 0 0 Q 0 QN MA 9:66l: JQ 0202 ZO2 O2 QS Q 2 Qwx Q wx
O m LLA LL g LL LL F LL F 0. 0. 0. 0. d O. O.A Z z F 2,M=!
3 m m g m mw mm m m ow m m w o
p O.w allay O.W O.W O. a a a a a O-W aw G W LLwH2 �x O.ZO. az a O.z n. 0.2 d$ Z
W2 f w Qg4 Qg4 w w QgQ aa ggQ w qq'w w g w O H 01- 7 a4J Qg^q ¢ g gg
O m m(LZ{LZ m m H KH N N CH H Km 0'm m 9m,0. 2D. 12� eO K'� Q'� m
a a E
m m�
C7-9
zui
E a m
✓ U a
C O
h q m QO O O O O O
,.w n
'•-1. m o � N 4 O n � n � w
M
0 m N a
rca w0 m
y o S S S o 0
�N{ N 10 M 0i W
C d m ~ H H an N H
rj � 19 H
d
Y It
2 a
`m a
c c
o D
U
S o
-
=
p 0 ? H h tf] N
a a w w H
m m a
S 0{`p_ o0 0 0
O S O N q Op
M 0
O
u � m
� a K
CE Q m m o O $ o 0 0 0 0 0 0 0 0
o U u o 0 0 0 0 O o o 0 0 0
c g o 0 o w
� H vooi o Yi n H n mg OO W W
m m H O O O O w N
C0 O
) H H. OyH N
O M d N
N m j O. H N
V
O a
N O 0 0 m F
W O 'O O tO C O N S$00 Q0 p00
Ogg
O
N n W O h 0 S V N V t p O l C'1 S H H H(O
M M W N O 0
O t0 O pl O < d{
mNoOH N
m o .- o o Con N 00 OtdU� pp a
CO u 2 N Y O m O0 O 00+ = N0) CN.�M OOSOOO
a d N H H H N
p N N .m. ••O 4 t0 N A W O N Z m J Q Z
�C11 LO C d Z
U V) O m U_ S _
u m O m E d H H N H n m Q W an d d . Gh O N V ^!
E a E._ H LL yCy
m 0 a O a u O N Q!U p
iO^
0 0 0 0 0 0
£ 0 0 0 0 0 0
i D S00000e
Q
¢ A 'u h M O H H H 0
c W Q N W W
� O ✓J d
m E
a < 000SoO;
e a! ro ocoo{u
m t
d � 1
u
m
m
W LLZ-1 U U m
7 Z w Y
LL `i �W W N d O
...� v
y w .a o m _
$ d J a
�• J 1-� � V! m�� C
0 U
-� YQ ZWO b umu~
o m z Jw UJw aO OFO 2
mo 7d. awa w{� �� D: y] E p m EM
c of = LU ru _U' >oz N'O 2 000 co
m $F U.EU' o rnl uw m.0 » w Quo .
t Q1 Ol O N M
O N; t0 t0 'A A h A
a aE •� �
m m� O J
C7-10
� I
!co
u
� i
Q
W m N N W W N N m W N M W m O n m N O m r m m O O O
E O O O p
F n N n �� O O>th h V Q N G C H O n tG 1�fV Of Oi Oi O N � O O C pp
y M r N W N m W N m m M Q O r m M N N N Q O 0 M O N O
_ E N O OR e O N Q N .- mm 19 th C'l N Q t0^p o m N ip Pw O O Ow
V
am N m e r O W m N m C1 M w W M 1�Nw oN'f N cli N M N b
O O
Ww w K w w w �w w w
U
c � y
m W -
00 W m m N N M M ^M m m ^ M M m m ' N W O O O O O O
cr
C E YY r m m N O O P P N N 0 0 r N N m O O O O O O
�lV p t0 M M O O N N N N N fV N N fV t7 O h N G O O
> m U in m `• w w o o � o r o
IN t.Nj cli
,r`oo � 9E
W n m w a 0
U W w 7 m U
O O N O O O C O O O O O O N O O O O N O N N O O O O O O O O b O
N N N O m m N O Q N O O P O m Q N N O r N 0 N O O O O O O (✓7 O
lV r Of m m N 0 <tN D O N m P tG 1C Ol N ap O f� t•1 O O O C O O b
n Q r n r m m W m P m Q Q Q o Q M r m N o N N W O O O O O O M N
E r co N N m N M O N Q W m N W N M m Q O m N N Q M N m W N O b M
D Q N m V mMN Q N O mwmwN m'AA m16 M 19 N A M C t+l q
W w tp w w w n w w w w M w w N W w N N w b N
N w w w w w w w w w w w w b N
m N 0
b N
0 e
¢ u w
!J N O N O N O Q Q N O l7 m m p O N O m m P M1 P N N O O O O O O O O m Q m
a y r N O Q O m m w m m r O Q r Q .- Q M M M M N O O O O O O m 0 W
m G N N O G G C O C C O >
C� � w winwwwwwin�wwww www wwww
m V r j ` w w M N o t7 6 01 jo`
Q
m n w w o
w w > u z
a cm V J t y0j
m
M C m O 0
ma»m UnCJU
ce
o �
a� F-
m > Q LL Q LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL QQ w w w w w
m Q W Q W J J J J J J J J J J J J J J J J J J J J W J J J J J
� ow w
E �
.m m N m N m M O Q CS N N N M N M 11pp ee� N p N
G
� W
M
Q M
a
O W
yIL
K
z
to w U z W
> < Z_~ Z
CL 0 w EY ~ >W Q N M N m W N mn m W N O a W ❑
O: Q W Q�-JN W NNNNNMMMMM QQ J K ON 0 O
D. W 0 v z h J J J J J J J J J J J J J J J J w g w
r m m W J W______ O
O• N y W 4 Q 4 0 0 0 Q Q Q Q a Q Q Q U 0 m LL' m K Z
C3 a > tiw Ir >- >F �r �t ���rr� r �? z w Q + o +a + Q¢
N O f' EYQ ZH Q N N WWWWWWWWWWWWWWX Q F- l O (n NO �W
W¢ W a v`v� �❑ DOO�DO�OOO�QO(9 w Ja
m Z y U y w 0 W I- � !-'-f' Q N
EY Eil W W LEl W W LLI lU Ltl W W W W EU W W W W LLl w
J GU Q W Q J LLoo. a W an.aaaaao.a.a aaaa.o.(7 O Z W¢ W QW Q UZ
m ELL �F dc0 1 Q1'KKMK¢wKKK w w EY M RC, Z 2 y KN MLo w h F
` m Hr f- H E-F-. -FI-H h- FH HhI F-F-H W Y I- 1- H
H N 'p.j Z� ZMC w o w w w N N w w w w w w w w w w w w w WW �w U w¢ wa wQ �_
C O 0O W Lw IL wEL LL.Lt Il IL IL LL.ELLL LLIL 4.LL LLLLLi Il.LLJ J W w W W W W W W JQ c
O •' OM W J W W LL¢ LL QLLQ aLLa¢LL¢LLLLQLLQ LLQLL¢¢LLQLL QLLQ LL¢QLL¢LLLLaLLQ QLLQ m Z1- f DH �P f aEC E
t U a o V <t Qz KZKCKK��CCCK�R:K INMW5 S) 0> > 0> >OY Oz ¢ a
m t� a M a� �-W l-HI-I-F-rrrrFE-FMS-E-Hhfm U v>w gw 2w I col w U W n
W W t N M
TFITIm
O �N
� 3 Q yit ' � NNNN N N N N N N M 9
a a E 9
-11
C�
a.
r�
u.�
ca
o
�n r
r
W M
co
vi
v
w
N
� C
O O W O M N 0 0 0 0 b
U " W vi o 0 ooe�i
0 0 m 0 0 0 N M
0 � 9 W N •lh OwIM V
O
0 W Z U Z O M N
W N 0 r
•C y O W y Y a N N
S a T C C C
m V �
0 0 0 0 0 0
0 0 0 0 0 0
2` cocooc
;U ^ 00 c b 19(9 OO
IWi O O NM b
0 O M W
T`
m E
N O O O O {O(
M 0 0 0 0 M
m OO O N M
$ m o a o
I o w w r
o:o M
3� c
o m
O W
W Tn
W
m`
c
9
LL
O
N _
0 C
E W c
E � o
a
N c
W
c
Llf _C W
m o u o " o
a Z
p c c c c W
rC U U 0 d F
C7-12—iZ
ATTACHMENT 4 PG1
CITY OF SAN LUIS OBISPO
CALIFORNIA
FORM OF AGREEMENT
THIS AGREEMENT, made on this day of 2011, by and between the
City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County,
California (hereinafter called the Owner) and Papich Construction Company Inc.
(hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to
be performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
STREET RECONSTRUCTION SUMMER 2011, SPEC NO. 91040
in strict accordance with the plans and specifications therefore, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished
and said work performed and completed under the direction and supervision and subject
to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full
consideration for the faithful performance of this Contract, subject to any additions or
deductions as provided in the Contract Documents,the contract prices as follows:
Item Item Unit of Estimated Item Price Total
No. Measure Quantity (in figures) (in figures)
1 ASPHALT CONCRETE TN 4,960 $100.03 $496,148.80
2 LEVELING COURSE TN 265 $168.00 $44,520.00
3 FULL WIDTH GRIND 1.5" SQFT 30,500 $0.37 $11,285.00
4 1 FULL WIDTH GRIND 2.0" SOFT 17,000 $1.10 $18,700.00
5 FULL WIDTH GRIND 2.5" SOFT 37,500 $0.29 $10,875.00
6 FULL WIDTH GRIND 3.0" SOFT 104,250 $0.24 $25,020.00
7 FULL WIDTH GRIND 4.0" SOFT 89,000 $0.48 $42,720.00
8 BASE REPAIR SQFT 11,550 $6.50 $75,075.00
9 GLASS GRID SOFT 54,000 $0.21 $11,340.00-
10 WATER VALVES EA 46 $420.00 $19,320.00
11 SEWER MANHOLES EA 11 $821.00 $9,031.00
12 SILENT KNIGHT MANHOLES EA 2 $3,000.00 $6,000.00
13 MONUMENTS EA 8 $550.00 $4,400.00-
14 STORM DRAIN MANHOLES EA 13 $500.00 $6,500.00
15 CITY COMMUNICATIONS EA 2 $500.00 $1,000.00
16 SEWER CLEANOUTS EA 8 $550.00 $4,400.00
PARKING TEES PER ENG.
17 STD. 7410 EA 72 $25.10 $1,807.20
C7-13
n ATTACHMENT 4 PG 2
18 4"WHITE LF 595 $1.00 $595.00
19 4"YELLOW LF 300 $1.49 $447.00
20 12"WHITE LF 2,070 $3.13 $6,479.10
21 12"YELLOW LF 60 $3.87 $232.20
22 DETAIL 1 LF 920 $0.59 $542.80
23 DETAIL 2 LF 210 $2.12 $445.20
24 DETAIL 9 LF 3,000 $0.55 $1,650.00
25 DETAIL 22 LF 925 $3.31 $3,061.75
26 DETAIL 32 LF 1,350 $2.33 $3,145.50
27 DETAIL 38 LF 380 $2.46 $934.80
28 DETAIL 38A LF 64 $4.08 $261.12
29 DETAIL 39 LF 2,900 $0.93 $2,697.00
30 DETAIL 39A LF 860 $0.73 $627.80
31 DETAIL 40A LF 260 $2.42 $629.20
PAVEMENT MARKINGS AND
WORDS (ARROWS, BIKE
32 LANES SYMBOLS, ETC.) SOFT 720 $7.15 $5,148.00
BLUE REFLECTORIZED
RAISED PAVEMENT
33 MARKERS EA 19 $10.10 $191.90
NIPOMO STREET CURB
34 REPAIR LF 5 $500.00 $2,500.00
PACIFIC STREET CURB&
35 SIDEWALK PLAN SHEET 9 LS 1 $6,200.00 $6,200.00
SANTA ROSA/PACIFIC
CROSS GUTTER(PLAN
36 SHEET 10) LS 1 $11,800.00 $11,800.00
1437 NIPOMO CURB &
GUTTER, SIDEWALK&
DRIVEWAY APPROACH
37 PLAN SHEET 11 LS 1 $13,000.00 $13,000.00
RAMP FOOTHILUFERRINI NE
38 PLAN SHEET 12 LS 1 $8,500.00 $8,500.00
RAMP FOOTHILUBROAD N
39 PLAN SHEET 13 LS 1 $7,231.00 $7,231.00
RAMP FOOTHILUBROAD SW
40 PLAN SHEET 14 LS 1 $5,865.00 $5,865.00
RAMP FOOTHILUBROAD SE
41 PLAN SHEET 15 LS 1 $8,625.00 $8,625.00
RAMP FOOTHILUCHORRO
42 NW PLAN SHEET 16 LS 1 $7,675.00 $7,675.00
RAMP FOOTHILUCHORRO
AT CHORRO NE (PLAN
43 SHEET 17) LS 1 $5,103.00 $5,103.00
RAMP FOOTHILUCHORRO
AT FOOTHILL NE (PLAN
44 SHEET 18) LS 1 $6,204.00 $6,204.00
RAMP FOOTHILUCHORRO
45 SE PLAN SHEET 19 LS 1 $11,607.00 $11,607.00
RAMP FOOTHILUCHORRO
46 SW PLAN SHEET 21 LS 1 1 $7,514.00 $7,514.00
C7-14
( � ATTACHMENT 4 PG 3
RAMP PACIFIC/NIPOMO NE
47 PLAN SHEET 22 LS 1 $8,515.00 $8,515.00
RAMPPACIFIC/NIPOMO SE
48 PLAN SHEET 23 LS 1 $8,110.00 $8,110.00
RAMP PACIFIC/BROAD NW
49 PLAN SHEET 24 LS 1 $1,200.00 $1,200.00
RAMP PACIFIC/BROAD SW
50 PLAN SHEET 25 LS 1 $1,200.00 $1,200.00
RAMP PACIFIC/OSOS NE
51 PLAN SHEET 26 LS 1 $1,000.00 $1,000.00
RAMP PACIFIC/OSOS SE
52 PLAN SHEET 27 LS 1 $1,000.00 $1,000.00
RAMP PACIFIC/SANTA ROSA
53 S PLAN SHEET 28 LS 1 $7,530.00 $7,530.00
RAMP NIPOMO&PISMO SW
54 PLAN SHEET 29 LS 1 $8,640.00 $8,640.00
RAMP NIPOMO&PISMO SE
55 PLAN SHEET 30 LS 1 $7,090.00 $7,090.00
RAMP NIPOMO&BUCHON
56 NE PLAN SHEET 31 LS 1 $9,482.00 $9,482.00
FOOTHILUCHORRO NW
CROSSWALK PATHWAY
57 PLAN SHEET 16 LS 1 $6,781.00 $6,781.00
FOOTHILUCHORRO SE
CROSSWALK PATHWAY
58 PLAN SHEET 20 LS 1 $9,807.00 $9,807.00
RAMP MONTEREY&SANTA
59 ROSA NW PLAN SHEET 2A LS 1 $5,400.00 $5,400.00
RAMP MONTEREY&SANTA
60 ROSA NE PLAN SHEET 3A LS 1 $8,515.00 $8,515.00
RAMP MONTEREY&SANTA
61 ROSA SE PLAN SHEET 4A LS 1 $8,110.00 $8,110.00
RAMP HIGUERA&SANTA
62 ROSA NE PLAN SHEET 5A LS 1 $8,790.00 $8,790.00
RAMP SANTA ROSA&
HIGUERA SE (PLAN SHEET
63 6A) LS 1 $8,810.00 $8,810.00
RAMP SANTA ROSA&
HIGUERA SW(PLAN SHEET
64 7A) LS 1 $700.00 $700.00
RAMP SANTA ROSA&
HIGUERA SE (PLAN SHEET
65 8A) LS 1 $1,200.00 $1,200.00
RAMP SANTA ROSA&
MONTEREY SW(PLAN
66 SHEET 9A) LS 1 $800.00 $800.00
67 SIGN R1-1 EA 1 $450.00 $450.00
CHANNELIZER(SURFACE
68 MOUNTED) EA 7 $52.11 $364.77
METAL BICYCLE SAFE
69 DRAINAGE INLET GRATES EA 2 $650.00 $1,300.00
70 DETECTOR LOOPS LS 1 $9,977.86 $9,977.86
SIGNAL, LIGHTING AND
71 ELECTRICAL SYSTEMS EA 3 $13,190.00 $39,570.00
C7-15
IATTACHMENT 4 PG 4
COMPLY WITH CALTRANS
72 ENCROACHMENT PERMIT LS 1 $2,000.00 $2,000.00
MISSION STYLE SIDEWALK
73 WITH CURB &GUTTER SQFT 145 $21.00 $3,045.00
BID TOTAL: $ 1,088,467.00
Payments are to be made to the Contractor in accordance with and subject to the
provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra
work which the Contractor may be required to do, or respecting the size of any payment to
the Contractor, during the performance of this Contract, said dispute shall be decided by
the Owner and its decision shall be final, and conclusive.
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and information for bidders.
2. Standard Specifications, Engineering Standards and Special Provisions.
2. Accepted Proposal.
4. Public Contract code Section 10285.1 Statement and 10162 Questionnaire.
5. Noncollusion Declaration.
6. Plans.
7. List of Subcontractors.
8. Agreement and Bonds.
9. Insurance Requirements and Forms.
ARTICLE IV. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid or proposal of said
Contractor, then this instrument shall control and nothing herein shall be considered as an
acceptance of the said terms of said proposal conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
ATTEST: CITY OF SAN LUIS OBISPO,
A Municipal Corporation
Elaina Cano, City Clerk Jan Howell Manx, Mayor
APPROVED AS TO F CONTRACTOR:
h ' tine Dietrick Jason Papich, President
Attorney Papich Construction Company Inc.
C7-16
` � A�'TACHiV1 [VT 5 PG 1
CITY OF SAN LUIS OBISPO
CALIFORNIA
FORM OF AGREEMENT
THIS AGREEMENT, made on this day of 2011, by and between the
City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County,
California (hereinafter called the Owner) and Bond Blacktop, Inc. (hereinafter called the
Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to
be performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
MICROSURFACING SUMMER 2011, SPEC NO. 91041
in strict accordance with the plans and specifications therefore, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished
and said work performed and completed under the direction and supervision and subject
to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full
consideration for the faithful performance of this Contract, subject to any additions or
deductions as provided in the Contract Documents,the contract prices as follows:
Item Item Unit of Estimated Item Price Total
N9• I Measure Quantity (in figures) (in figures)
1 MICROSURFACING TYPE II SOYD 339870 $1.75 $594,772.50
PAVEMENT MARKERS: BLUE
2 REFLECTORIZED RAISED EA 195 $10.50 $2,047.50
PAVEMENT MARKINGS
(ARROWS, BIKE LANE
3 SYMBOLS, ETC.) SOFT 9685 $7.05 $68,279.25
TRAFFIC STRIPE: PARKING
4 TEE'S PER ENG. STD. 7410 EA 545 $8.40 $4,578.00
5 TRAFFIC STRIPE: 4"WHITE LF 6615 $1.04 $6,879.60
6 TRAFFIC STRIPE:4"YELLOW LF 4265 $0.84 $3,582.60
7 TRAFFIC STRIPE: 12"WHITE LF 10610 $6.82 $72,360.20
TRAFFIC STRIPE:T2-
8 YELLOW LF 2310 $6.10 $14,091.00
9 TRAFFIC STRIPE: DETAIL 2 LF 4070 $0.63 $2,564.10
10 1 TRAFFIC STRIPE: DETAIL 9 LF 15405 $0.68 $10,475.40
11 1 TRAFFIC STRIPE: DETAIL 22 LF 16345 $1.16 $18,960.20
12 1 TRAFFIC STRIPE: DETAIL 23 LF 40 $16.00 $640.00
C7-17
ATTACHMENT 5 PG 2
13 TRAFFIC STRIPE: DETAIL 25 LF 1255 $8.40 $10,542.00
14 TRAFFIC STRIPE: DETAIL.27B LF 1265 $0.75 $948.75
15 TRAFFIC STRIPE: DETAIL,29 LF 1505 $1.40 $2,107.00
16 TRAFFIC STRIPE: DETAIL 32 LF 5385 $1.16 $6;246.60
17 TRAFFIC STRIPE: DETAIL 37B LF 290 $1.16 $336.40
18 TRAFFIC STRIPE: DETAIL 38 LF 5360 $1.47 $7,879.20
19 TRAFFIC STRIPE: DETAIL 39 LF 26615 $1.37 $36,462.55
20 TRAFFIC STRIPE: DETAIL 39A LF 4400 $1.37 $6,028.00
21 TRAFFIC STRIPE: DETAIL 40A LF 245 $7.35 $1,800.75
22 TRAFFIC STRIPE: DETAIL 41A LF 75 $7.35 $551.25
23 BIKE LANE EDGE GRIND LF 13435 $2.20 $29,557.00
24 CURB MARKINGS LF 235 $2.10 $493.50
SIGNAL, LIGHTING,AND
25 ELECTRICAL SYSTEMS EA 1 $15,300.00 $15,300.00
LAWRENCE STREET STORM
26 DRAIN SYSTEM LS 1 $97,500.00 $97,500.00
HIGUERA STREET STORM
DRAIN SYSTEM AT STA.
27 109+60 2 GRATES LS 1 $1,600.00 $1,600.00
HIGUERA STREET STORM
DRAIN SYSTEM AT STA.
28 129+82 LS 1 $23,900.00 $23,900.00
HIGUERA STREET STORM
DRAIN SYSTEM AT STA.
29 198+44 LS 1 $20,500.00 $20,500.00
COMPLY WITH CALTRANS
30 ENCROACHMENT PERMIT LS 1 $3,000.00 $3,000.00
BID TOTAL: $ 1,063,983.35
Payments are to be made to the Contractor in accordance with and subject to the
provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra
work which the Contractor may be required to do, or respecting the size of any payment to
the Contractor, during the performance of this Contract, said dispute shall be decided by
the Owner and its decision shall be final, and conclusive.
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and information for bidders.
2. Standard Specifications, Engineering Standards and Special Provisions.
2. Accepted Proposal.
4. Public Contract code Section 10285.1 Statement and 10162 Questionnaire.
5. Noncollusion Declaration.
6. Plans.
7. List of Subcontractors.
8. Agreement and Bonds.
C7-18
ATTACHMENT 5 PG 3 1
9. Insurance Requirements and Forms.
ARTICLE IV. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid or proposal of said
Contractor, then this instrument shall control and nothing herein shall be considered as an
acceptance of the said terms of said proposal conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
ATTEST: CITY OF SAN LUIS OBISPO,
A Municipal Corporation
Elaina Cano, City Clerk Jan Howell Marx, Mayor
APPRO D AS TO RM: CONTRACTOR:
hnstine Dietrick Edward Dillon, President
City Attorney Bond Blacktop, Inc.
C7-19