HomeMy WebLinkAboutInterwest Pacific Ltd; 1994-07-18; 3391-2E e Recording requested e ~y: )
1 735 CITY OF CARLSBAD ) 1
When recorded mail to: 1 1
City Clerk )
City of Carlsbad 1
1200 Carlsbad Village Dr. 1
Carlsbad, CA 92008 )
Space above for Recorder’s Use
NOTICE OF COMPLETION
Notice is hereby given that:
1. The undersigned is owner of the interest or estate stated below in the property hc
described.
2. The full name of the undersigned is City of Carlsbad, a municipal corporation.
3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California,
4. The nature of the title of the undersigned is: In fee.
5. A work of improvement on the property hereinafter described was completed on March *
6. The name of the contractor, if any, for such work of improvement is Interwest, Pacific, In
7. The property on which said work of improvement was completed is in the City of Carlsbad
of San Diego, State of California, and is described as follows:
+Park Drive between Tamarack Avenue and Monroe Street
tMonroe Street between Chestnut Avenue and Park Drive
+Monroe Street between Basswood Avenue and Gayle Way
t Magnolia Avenue between Valley Street and Monroe Street
tCelinda Drive between Chestnut Avenue and Dana Court
.Sara Way
tMaria Lane
dank Way east of Bedford Circle
tPaseo Del Norte between Palomar Airport Road and Camino Del Parque a. The street address of said property is within t
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, Cs
92008; the City Council of said City on >m cvi 2 , 19ay accepted the above describc
as completed and ordered that a Notice of Co pletion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on ,my .? , 19z at Carlsbad, California.
CITY OF CARLSBAD
City Clerk
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 8
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 310-820-1840-3391
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Subsection 3-2.2.1 Contract Unit Prices and 3-2.2.3 Agreed Prices respectively,
SSPWC, 1994 perform the following as directed by the Engineer:
Item 1:
Item 2:
Provide all labor and materials for constructing a wheelchair ramp on the
northwest corner of Monroe Street and Basswood Avenue. Price includes AC and
PCC removals.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $2,000.00
Provide all labor and materials to construct 57 LF of wooden fencing at 3305
Monroe Street to match existing; 57 LF@ $18/LF = $1,026.00.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1,026.00
TOTAL INCREASE TO CONTRACT COSTS ............................ $3,026.00
H:\UBRARV\ENG\WPDATA\INSPECT\MONTANAS\MON-8.CHN
Change Order No. 8
Project Nos. 3391-2 & 3413
Page: 2
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE JANUARY
6, 1995.
RECOMMENDED BY:
P INCIPAL INSPECTOR
A,0;7c1~t=
co&~~
¾" / I /'
',~ 'V\_ (,~ l--r\Ld ~-
FINANCE DIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P,O, CHANGE ORDER)
FINANCE
CONTRACTOR
/Z-'2
(DATE)
(DATE)
I /1.J/~,<:'/
(DATE)
H:\UBRARV\ENG\WPDATA\INSPECT\MONTANAS\MON-8,CHN
APPROVED BY:
ONT CTOR (DA TE)
~-
10'd lt:HOl
lnterwcst Pacific Ltd.
ll-30-94
City of carlsbad
207_, Las Palmas
Carlsbad. CA 92009
___ _ ___ .. ·········--·Jack Nickolaisen, President
Re: Contract #3391-2 ct 3413. Mar Y Montanas and Sidewalks
Attn: 8 11 il;.Project Inspector
Gentlemen,
Fax #619-438-0894
Pl¢85~ accept this letter as confirmation that a wheelchair ramp located on the northwest corner of
Basswood and Monroe will be consuuctcd al a cost of $2000.00.
If you have further comments or questions, please call.
Very truly your5,
~~ r Jack Nickolaisen
JN/dr
3010 5th Avenue • San Diego • California • 92103
10"d t:>6808£:t:>00.!..T O.l
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 7
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 152-820-5110-2411
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Subsection 2.2.3 Agreed Prices, SSPWC, 1991, perform the following as directed by
the Engineer:
Item 1: Provide all labor, materials, and traffic control for the removal and reconstruction
of 625 LF of Type "G" curb and gutter 7,171 square feet of sidewalk on Paseo Del
Norte south of Palomar Airport Road. Precise limits of work will be designated by
the Engineer.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $28,850.00
TOTAL ESTIMATED INCREASE TO CONTRACT COSTS ................. $28,850.00
H:\UBPAR"t'\ENG\W~TA\INSPECl\MONTANAS\MON-7.CHN
Change Order No. 7
Project Nos. 3391-2 &3413
Page: 2
DATE FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE EXTENDED
TO NOVEMBER 30, 1994.
RECOMMENDED BY:
,,/
p.te Qd ~
CITY ENGINEER
fD(Z; Od!~
COMM. DEV. DIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
If/ r~/i+
(DATE)
/ ( I /0 /9.,..
I
(DATE)
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-7.CIIN
APPROVED BY:
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 6
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 342-820-1843-3391
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and .
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Subsection 2.2.3 Agreed Prices, SSPWC, 1991, perform the following:
Item 1:
Item 2:
Provide all labor and Materials to construct additional cinder block wall at 3357
Monroe Street, cinder block wall return at 191 O Basswood Avenue, and additional
excavation and compaction required for retaining wall on Basswood Avenue.
Increase to contract cost ................................ $2,200.00
Provide all Labor and Materials to remove existing crosswalks and repaint
crosswalk at new alignment to pedestrian ramps.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $750.00
TOTAL INCREASE TO CONTRACT COSTS ............................ $2,950.00
H:\LIBRARY\ENG\WPDA TA\INSPECT\MONTANAS\MON -6.QIN
Change Order No. 6
Project Nos. 3391-2 & 3413
Page: 2
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE
AFFECTED BY THIS CHANGE ORDER.
RECOMMENDED BY:
CITY E INEER
~L coMM.D.DJREC
~c:~ FINANCDIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PU'ICHASING rN/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
(DATE)
tr-(7-1
(DATE)
J/-rf;-M
(DATE)
/,?-,-1-gy
(DATE)
H:\LIBRARY\ENG\WPDATA\ INSPECT\MONTANAS\MON -6.CllN
APPROVED BY:
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 5
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
ACCOUNT NO. 305-820-9602-3166
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Subsection 2.2.3 Agreed Prices, SSPWC, 1991, perform the following:
Item 1: Provide traffic control and remove + 155 LF of 1' crosswalk stripe on San Marcos
Boulevard at the west side of Acacia Drive for the lump sum price of $750.00
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $750.00
TOTAL INCREASE TO CONTRACT COST . . . . . . . . . . . . . . . . . . . . . . . . . $750.00
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-5.CIIN
Change Order No. 5
Project Nos. 3391-2 & 3413
Page: 2
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE
AFFECTED BY THIS CHANGE ORDER.
RECOMMENDED BY:
~L{'. <': ~
FINANCDIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL}
Pl.R::HA.SING (Yv/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
(DATE)
//-/f(··:7f'
(DATE)
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-5.CIIN
APPROVED BY:
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 4
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 342-820-1843-3391
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Sub-section 3-2.2.1, Contract Unit Prices, SSPWC, 1991, the following adjustments
to bid items are required.
Item 1:
Item 2:
Item 3:
Item 4:
Item 5:
Increase Bid Item 30, 4" AC Pavement, from 194 tons to 304 tons; 11 O tons @
$80/ton = $8,800.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $8,800.00
Increase Bid Item 32, AC Driveway, from 9. 7 tons to 11. 7 tons; 2 tons @ $100/ton = $200.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $200.00
Increase Bid Item 48, 4" AC Pavement, from 47 tons to 62 tons; 15 tons at $80/ton
= $1,200.00
Increase to contact cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1,200.00
Increase Bid Item 52, AC Driveway, from 7.9 tons to 8.3 tons; 0.4 tons@$100/ton
= $40.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $40.00
Increase Bid Item 71, 4" AC Pavement, from 86 tons to 104 tons; 18 tons @
$80/ton = $1,440.
Increase to contract cost $1,440.00
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-3.C~IN
Change Order No. 4
Project Nos. 3391-2 & 3413
Page: 2
Item 6:
Item 7:
Item 8:
Item 9:
Item 10:
Item 11:
Item 12:
Item 13:
Item 14:
Increase Bid Item 75, AC Driveway, from 6.6 tons to 7.9 tons; 1.3 tons @ $100/ton
= $130.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $130.00
Subtotal for increased bid items . . . . . . . . . . . . . . . . . . . . . . . . $11,810.00
Decrease Bid Item 7, 4" AC, from 132 tons to 111 tons; 21 tons @ $80/ton =
$1,680.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$1,680.00>
Decrease Bid Item 9, 6" Type G Curb and Gutter, from 482.11 LF to 354 LF;
128.11 LF @ $10.25/LF = $1,313.13.
Decrease to contract cost ............................ <$1,313.13>
Decrease Bid Item 11, 2" AC Driveway, from 3.6 tons to O; 3.6 tons @ $100/ton
= $360.
Decrease to contract cost .............................. <$360.00>
Decrease Bid Item 12, PCC Sidewalk, from 2,870 SF to 2,037 SF; 833 SF @
$1.89/SF = $1,574.37.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$1,574.37>
Decrease Bid Item 13, PCC Private Stairs, from 1.5 cy to O; 1.5 cy @ $1,000/cy
= $1,500.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$1,500.00>
Decrease Bid Item 20, Pedestrian Ramps from 1 to O; 1 @ $750 = $750.
Decrease to contract cost .............................. <$750.00>
Decrease Bid Item 21, Relocate Water Meters, from 5 to 3; 2 @ $480 = $960.
Decrease to contract cost .............................. <$960.00>
Decrease Bid Item 26, Tree Root Trimming and Root Barrier, from 1 LS to o; 1. @
$1,500 = $1,500.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < 1,500.00>
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-3.CHN
Change Order No. 4
Project Nos. 3391-2 & 3413
Page: 3
Item 15:
Item 16:
Item 17:
Item 18:
Item 19:
Decrease Bid Item 34, Raise Existing Block Retaining Wall, from 206 SF to 25 SF;
181 SF@ $15/SF = $2,715.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$2,715.00>
Decrease Bid Item 45, Tree Root Trimming and Root Barrier, from 1 LS to O; 1 @
$1,500 = $1,500.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$1,500.00>
Decrease Bid Item 46, Cast Iron Tree Well Grate, from 1 to O; 1 @ $1,500 =
$1,500.
Decrease to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . <$1,500.00>
Decrease Bid Item 66, Tree Root Trimming and Root Barrier, from 1 LS to O; 1 @
$750 = $750.
Decrease to contract cost .............................. <$750.00>
Decrease Bid Item 83, Masonry Retaining Wall, from 120 SF to O; 120 SF @
$22/SF = $2,640.
Decrease to contract cost <$2,640.00>
Subtotal for decreased bid items ...................... <18,742.50>
TOTAL DECREASE TO CONTRACT COST . . . . . . . . . . . . . . . . . . . . . . . . . <$6,932.50>
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-3.CHN
Change Order No. 4
Project Nos. 3391-2 & 3413
Page: 4
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE
AFFECTED BY THIS CHANGE ORDER.
RECOMMENDED BY:
FINANCE DIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
ll-1-'ti
(DATE)
/(-1-?Lf
(DATE)
/J./ 7/C,, .. / . /
(DATE)
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-3.CHN
APPROVED BY:
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 3
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 342-820-1843-3391
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Sub-section 3-2.2.1, Contract Unit Prices, SSPWC, 1991, the following adjustments
to bid items are required.
Item 1:
Item 2:
Item 3:
Item 4:
Increase Bid Item No. 8, 6" Aggregate Base, Caltrans Class II from 189 tons to
201.25 tons; 12.25 tons at $19.00/ton = $232.75.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $232.75
Increase Bid Item No. 18, Retaining Wall, from 245 SF to 333 SF; 88 SF at
$18.00/SF = $1,584.00.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1,584.00
Increase Bid Item No. 28, P.C.C. Sidewalk, from 4,565 SF to 5,353 SF; 788 SF at
$1.89/SF = $1,489.32.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1,489.32
Increase Bid Item No. 31, 6" Aggregate Base, Caltrans Class II from 277 tons to
307.43 tons; 30.43 tons at $19.00/ton = $578.17.
Increase to contract costs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $578.17
H:\LIBRARY\ENG\WPDATA\INSPECf\MONTANAS\MON-3.ClIN
Change Order No. 3
Project No. 3391-2 & 3413
Page: 2
Item 5: Increase Bid Item No. 49, 6" Aggregate Base, Caltrans Class II from 67 tons to
103.63 tons; 36.63 tons at $19.00 tons = $695.97.
Item 6:
Item 7:
Increase to contract costs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $695.97
Increase Bid Item No.72, 6" Aggregate Base, Caltrans Class II, from 122 ton to
148.16 ton; 26.16 tons at $19.00 tons = $497.04.
Increase to contract costs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $497.04
Increase Bid Item No. 81, relocate sewer clean out from 1 each to 3 each; 2 each
at $1,100 per clean out = $2,200.00.
Increase to contract costs ............................... $2,200.00
TOTAL INCREASE TO CONTRACT COST ............................ $7,277.25
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE
AFFECTED BY THIS CHANGE ORDER.
RECOMMENDED BY:
A:,/ . vii· / (1.· ,·' ;x,· '"/ 1 ,/1 ' -/.( /:f L,, L l-'\.., \ ___ ,,'.c. (..,,. -----
FINANCE DIRECTOR
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PUACHA.SING rN/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
(DATE}
/ti 1i/::1'f
(DATE}
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-3.ClIN
APPROVED BY:
CONTRACTOR (DA TE}
-~~~
•
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 2
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 342-820-1843-3391
CONTRACTOR: lnterwest Pacific Lid.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Section 3-2.2.3, Agreed prices, SSPWC, 1994, perform the following work:
Item 1:
Item 2:
Item 3:
Construct 1080 LF. of 6" P.C.C. Type "G" curb and gutter (bid item 27) in lieu of
6" P.C.C. Type G curb specified for the additional cost of $4.00/LF; 1,080 LF x
$4.00/LF = $4,320.00.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $4,320.00
Clear and grub and construct 200 LF of 6" P.C.C. type "G" curb and gutter, 500
sf of P.C.C. sidewalk, 580 SF of P.C.C. driveway, three (3) pedestrian ramps at
3690 Monroe Street for the lump sum price of $7,695.00.
Increase to contract cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $7,695.00
Construct 224 SF of retaining wall on the south side of Basswood (Sheet 4)
pursuant to SDRSD C-3 for the lump sum price of $4,032.00.
Increase to contract cost ................................ $4,032.00
TOTAL INCREASE TO CONTRACT COST ............................ $16,047.00
H:\l.,IBRARY\ENG\WPDA TA\ INSPECI'\MONTANAS\MON -2.0IN
Change Order No. 2
Project No. 3391-2 & 3413
Page: 2
Tlme for completion of all work under this contract shall be Increased by 10 working days.
RECOMMENDED BY:
COMM. DEV. DIRECTOR
FINANCE DIRECTOR
DISTFIBUTION:
INSPECTION FILE (OAIGINAI..)
~ING r,i/P.O. CHANGE OFl)ER)
FINANCE
CONTRACTOR
9-z.z-9'!
(DATE)
-Z7-9tf
(DATE)
(DATE)
(DATE)
H:\LIBRARY\F.NG\WPOATA\INSPECr\MONTANAS\MON-2.0IN
APPROVED BY:·
CONTRACTOR (DATE)
CITY MANAGER/MAYOR (DATE)
CITY OF CARLSBAD
PROJECT: Sidewalk 2 and Mar Y Montanas Units 1 and 2 Repairs
CONTRACT CHANGE ORDER NO. 1
CONTRACT NO. 3391-2 & 3413 P.O. NO. 18203 ACCOUNT NO. 342-820-1843-3391
CONTRACTOR: lnterwest Pacific Ltd.
ADDRESS: 3010 Fifth Avenue
San Diego CA 92103
The Contractor is directed to make the following changes as described herein. Changes shall
include all labor, materials, equipment, contract time extension, and all other goods and services
required to implement this change. Payment stated on this change order includes all charges,
direct or indirect, arising out of this additional work and is expressly agreed between the City and
the Contractor to be the complete and final costs hereof. The requirements of the specifications,
where pertinent and not in conflict with this change order, shall apply to these changes. This
change order is not effective unless signed by the City Manager and/or the Mayor.
Pursuant to Section 3-2.2.3, Agreed prices, SSPWC, 1994, perform the following work:
Item 1: Provide all materials, labor and equipment necessary to construct the roadway
improvement on El Camino Real as referenced by the attached drawing and the
items of work as referenced by the Request for Quote dated July 27, 1994. Work
will be performed for the lump sum price of $32,700.00.
Increase to Contract Cost ............................. $32,700.00
TOTAL INCREASE TO CONTRACT COST ............................ $32,700.00
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-1.CHN
Change Order No. 1
Project No. 3391-2 & 3413
Page: 2
Time for completion of all work under this contract shall be increased by 12 working days.
RECOMMENDED BY:
W Elk
PRINCIPAL INSPECTOR
'/-zi--r1
(DATE)
(DATE}
~ ~ ~ 7---1-· 7y
FINANCE DIRECTOR (DATE)
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PUACHASING r,,1/P.O. CHANGE ORDER)
FINANCE
CONTAACTOA
H:\LIBRARY\ENG\WPDATA\INSPECT\MONTANAS\MON-1.CHN
APPROVED BY:
TABLE OF CONTENTS i
- Item pane
CONTRACTOR'SPROPOSAL ........................................ 5
NOTICE 1"ING BIDS 1 ...........................................
BIDDER'S BOND TO ACCOMPANY PROPOSAL 22
DESIGNATION OF SUBCONTRACTORS 24
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY .................. 26
BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE .......... 27
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMJTED WITH BID .............................. 28
CONTRACT PUBLIC WORKS 29 . ...................................... II LABOR AND MATERIALS BOND .................................... 37
PERFORMANCEBOND........................................... 40
REPRESENTATION AND CERTIFICATION 42 ............................. b ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION ................................. 43
RELEASEFORM 47
SPECIAL PROVISIONS
...............................................
I. SUPPLEMENTARY GENERAL PROVISIONS TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ............................ 48
11. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION FOR CONSTRUCTION MATERIALS ................... 63
111. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION FOR CONSTRUCTION METHODS .................... 66
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MODIFICATIONS TO SAN DIEGO REGIONAL STANDARD DRAWINGS .........
02/16/94 t 6&, 1 I
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ClTYOFcARIs&AD,CALIFORNIA
NOTICE I"G BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 1200
Carlsbad Village Drive (formerly Elm Avenue), Carlsbad, California, until 4:OO P.M. on the
8th day of June, 1994, at which time they will be opened and read, for performing the
work as follows:
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SIDEWALKS, PROJECT NO. 3391-2
AND
MAR Y MONTANAS UNITS 1 & 2 REPAIR WORK, PROJECX NO. 3413
The work shall be performed in strict conformity with the specifications as approved by the
City Council of the City of Carlsbad on file with the Engineering Department. The
specifications for the work include the Standard SDecifications of Public Works
Construction, (SSPWC), 1991 Edition, and the latest supplement, hereinafter designated
"SSPWC", as issued by the Southern California Chapter of the American Public Works
Association and as amended by the special provisions sections of this contract. Reference
is hereby made to the specifications for full particulars and description of the work.
The City of Carlsbad encourages the participation of minority and women-owned
businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and
contractors to utilize recycled and recyclable materials when available and where
appropriate.
No bid will be received unless it is made on a proposd form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required
by law. The biddeis security of the second and third next lowest responsive bidders may
be withheld until the Contract has been fully executed. The security submitted by all other
unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after
the Contract is awarded. Pursuant to the provisions of law (Public Contract Code Section
22300), appropriate securities may be substituted for any obligation required by this notice
or for any monies withheld by the City to ensure performance under this Contract. Section
22300 of the Public Contract Code requires monies or securities to be deposited with the
city or a state or federally chartered bank in California as the escrow agent.
The documents which must be completed, properly executed, and notarized are:
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1. Contractor's Proposal
2. Bidder's Bond u 3. Non-Collusion Affidavit
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All bids will be compared on the basis of the Engineeis Estimate. The estimated quantities
are approximate and serve solely as a basis for the comparison of bids. The Engineeis Estimate is $398,162.
No bid shall be accepted from a contractor who is not licensed in accordance with the
provisions of California state law. The contractor shall state their license number,
expiration date and classification in the proposal, under penalty of perjury. The following
classifications are acceptable for this contract: General Engineering Contractor "A", in
accordance with the provisions of state law.
If the Contractor intends to utilize the escrow agreement included in the contract
documents in lieu of the usual 10% retention from each papent, these documents must
be completed and submitted with the signed contract. The escrow agreement may not be
substituted at a later date.
Sets of plans, special provisions, and Contract documents may be obtained at the
Purchasing Department, City Hall, 1200 Carlsbad Village Drive (formerly Elm Avenue),
Carlsbad, California, for a non-refundable fee of $90.00 per set. If plans and specifications
are to be mailed, the cost for postage should be added.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor
irregularity or informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute the
Contract shall be those as determined by the Director of Industrial Relations pursuant to
the Sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to Section 1773.2 of
the Labor Code, a current copy of applicable wage rates is on file in the Office of the
Carlsbad City Clerk. The Contractor to whom the Contract is awarded shall not pay less
than the said specified prevailing rates of wages to all workers employed by him or her in
the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of
Section 1777.5 of the Labor Code and Section 4100 et seq. of the Public Contracts Code,
"Subletting and Subcontracting Fair Practices Act."
The provisions of Part 7, Chapter 1, of the Labor Code commencing with Section 1720
shall apply to the Contract for work.
A pre-bid meeting and tour of the project site will not be held.
All bids are to be computed on the basis of the given estimated quantities of work, as
indicated in this proposal, times the unit price as submitted by the bidder. In case of a
discrepancy between words and figures, the words shall prevail. In case of an error in the
extension of a unit price, the corrected extension shall be calculated and the bids will be
computed as indicated above and compared on the basis of the corrected totals.
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All prices must be in ink or typewritten. Changes or corrections may be crossed out and
typed or written in with ink and must be initialed in ink by a person authorized to sign for
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior
to bidding. Submission of bids without acknowledgment of addenda may be cause of
rejection of bid.
Bonds to secure faithful performance and warranty of the work and payment of laborers
and materials suppliers, in an amount equal to one hundred percent (100%) and fifty
percent (50%), respectively, of the Contract price will be required for work on this project.
These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated
in the Special Provisions section of this contract. All bonds are to be placed with a surety
insurance carrier admitted and authorized to transact the business of insurance in
California and whose assets exceed their liabilities in an amount equal to or in excess of
the amount of the bond. The bonds are to contain the following documents:
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An original, or a certified copy , of the unrevoked appointment, power of attorney,
by laws, or other instrument entitling or authorizing the person who executed the
bond to do so.
A certified copy of the certificate of authority of the insurer issued by the insurance
commissioner. 2)
b If the bid is accepted, the City may require a financial statement of the assets and liabilities
of the insurer at the end of the quarter calendar year prior to 30 days next preceding the
date of the execution of the bond. The financial statement shall be made by an officeis
certificate as defined in Section 173 of the Corporations Code. In the case of a foreign
insurer, the financial statement may be verified by the oath of the principal officer or
manager residing within the United States.
Insurance is to be placed with insurers that have (1) a rating in the most recent Best's Key
Rating Guide of at least A-:V, and (2) are authorized to transact the business of insurance
in the State of California by the Insurance Commissioner. Auto policies offered to meet the
specification of this contract must: (1) meet the conditions stated above for all insurance
companies and (2) cover anv vehicle used in the performance of the contract, used onsite
or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled.
The auto insurance certificate must state the coverage is for "any auto" and cannot be
limited in any manner.
Workers' compensation insurance required under this contract must be offered by a
company meeting the above standards with the exception that the Best's rating condition
is waived. The City does accept policies issued by the State Compensation Fund meeting
the requirement for workers' compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any
additional cost of said insurance shall be included in the bid price.
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The prime contractor and all subcontractors are required to have and maintain a valid City
of Carlsbad Business License for the duration of the contract.
Approved by the City Council of the City of Carlsbad, California, by Resolution
No. 94-118, adopted on the 26th day of April, 1994.
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&l-. 4&&4?&&& ' I % Date wf% etha L&IU&X 'city Clerk
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QTY OF CARISBAD
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1 Item
b PROJECT NO. 3391-2
1
SIDEWALKS, PROJECT NO. 3391-2
AND
MAR Y MONTANAS UNITS 1 & 2 REPAIR WORK, PROJECX NO. 3413
CONTRACTOR’S PROPOSAL
t
City Council
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefdy examined the location of the work, read the
Notice Inviting Bids, examined the Plans and Specifications, and hereby proposes to furnish
all labor, materials, equipment, transportation, and services required to do all the work to
complete Contract Nos. 3391-2 and 3413 in accordance with the Plans and Specifications
of the City of Carlsbad, and the Special Provisions and that he/she will take in full payment
therefor the following unit prices for each item complete, to wit:
Approximate
Quantity Unit
i City of Carlsbad
- No. Description and Unit - Price - Total
TAMARACK AVENUE (200 L.F.+/-) AND
PARK DRIVE PO STA 19+93.08)
Site Prep & Grading
1 1 T aKic Control t Ls 3S@. o 0 3S-O .o o
I Dollars per Lump Sum
1 Excavation at
I Dollars per Lump Sum
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2 Clear & Grub and Unclassified Ls ~Z,OOO 22,OOd -
k z* LC/
ISao.00 /SdU. 0 0 1 3 ysY!eLtUA Ls
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Dollars per Lump Sum 1
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Approximate
Item Quantity unit - No. Descrimion and Unit - Price - Total
TAMARACK AVENUE & PARK DRIVE (Cont'd)
4 d Root Barrier at is JJ%. 00 /s^bo. 00
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Dollars per Lump Sum
Water
5 Remove & Replace Sprinkler Heads and LS 3~00.00 3SiO. 0 0
Imgation Lines to Private Property and
o'
Dollars per Lump Sum
6 Storm Drain: Modified Type "A" C.O. 1EA IlOO.00 1j80.00 per D-9 at 21 + 89.17 Park Drive at LA-4uSc i Dollars Each
RoadwaWStreet Imorovement
7 4" AC. at 132 TON 80.56 /o.s'Lo .oo 1
Dollars per Ton
8 ase, Calms Class 11, at 189 TON 19.0 0 3SSL 00
Dollars per Ton
6" .C.C. Type "G" Curb & Gutter at 482.11 LF 16 .zc 4991. L 3 9 L,, arj- I Dollars per Linear Foot
10 P. .C. Driveway at 1,853 SF a IO 57*9 30
Dollars per Square Foot
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1 Approximate
Item Quantity unit
No. Descriotion and Unit - Price - Total
RoadwavBtreet Immovement
?- TAMARACK AVENUE & PARK DRIVE (Cont'd.)
1 3.6 TON /e 0.66 3Lo.o a
Dollars per Square Foot
12 P.C.C. Sidewalk at 2,870 SF 1.84 s+asz 30
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Dollars per Square Foot
. Private Stairs at 1.5 CY /b 00. b 0 /J-HO. 0 0 Ld
Dollars per Cubic Yard
14 Sawcut AC. Pavement at 520 LF *. so 260.00 I 3
Dollars per Linear Foot
15 2EA (SO. 0 0 360.00
I Doflars Each
363-0 .m - 9, P Amenities & Specid Construction
& Private Landscaping at 3,650 SF /.@o * mm/r
I I Dollan per Square Foot
17 ting Fences at 295 LF Il.00 324S o o
Dollars per Linear Foot
245 SF /9.:00 q 4 18.0 0
I 1 Dollars per Square Foot
2/16/94
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Approximate
Quantity unit - No. Description and Unit - Price Total t Item
TAMARACK AVENUE (L PARK DRIVE (Cont'd.)
Amenities & Speeiat Construction
/L-O .60 7Sd.00 SEA
Doflars Each
20 P desnian amps at 1EA 7sP -00 7n.00 LL-h
Dollars Each
21 5EA 4 80.00 24Ud.00
Dollars Each
MONROE SIREET.
MAGOLIA AVENUE:
425 E. So. OF MAGNOLIA TO
165 E. NO. OF MAGNOLIA
MONROE TO 410 FT. WEST 1. 22 Ls 4eoo. 00 L7(40o.b0
Dollars per Lump Sum
I / /I,ooo /poo 23 Clear & Grub and Unclassified Ls
Dollars per Lump Sum
1,045 LF . so 52 a. SO
Dollars per Linear Foot
25 ee Removal at Ls ~000.00 Ll~m .QO 1 Ltsoud
Dollars per Lump Sum
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Approximate
Quantiw unit - No. DescriDtion and Unit - Price - Total
M0NROW”OLIA (Cont‘dJ
26 ee Root TmRoot Barrier at ls lSOO.0 0 I SOb.0b
Dollars per Lump Sum
.C. Type “G” Curb at 1,080 LF 6 ..?A” 6 7Sd -00
Dollars per Linear Foot
28 P. .C. Sidewalk at 4,565 SF I. 87 SL 2 7.9f L 7 fi5ho-
L L.rrR. v&--
I Dollars per Square Foot
29 P .C. Driveway at 2,795 SF 3.10 c94 L c/. SO
Dollars per Square Foot Ir, 30 Pgement: 4“AC at 194 TON 80.00 /5; 3-20.00
yti=zs_
Dollars per Ton
fv
Base, Caluans Class 11, at 277 TON 19.00 sa6 3.0 o
Dollars per Ton 1 32 9.7 TON lbb.00 970.00
Dollars per Ton
33 Remove & Replace Existing 120 LF 13.00 /st!o. 0 0
ain Link Fence at
Dollars per Linear Foot
2/16/94
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Approximate
Quantity Unit - No. DescriDtion and Unit - Price - Total t Item
MONRO~~ (cost'd)
34 Ie Existing Block Retaining 206 SF /s.o 0 36 96. b 0
Two (2) Blocks (Ave.) at
Dollars per Square Foot
g Wood Fence at 270 LF /8.o t9 (z 94 0.8 0
PC Dollars per Linear Foot
/Jd 9 d YL4/.00
36 4,691 SF &w 5%%-0
Dollars per Square Foot
1.5 CY /dOb.Ob Koo.0 a
Dollars per Cubic Yard
2EA /SO.bb 300.00
Dollars Each
10 EA 1- .oo /so0 .uo
Dollars Each
40 P estrian Elamps at 2EA 7S2.00 lC00 .oo LL,&
Dollars Each
41 11 EA YJO-Od 4940. U a
Dollars Each
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Approximate
Item QUantity unit - No. Descriution and Unit - Price - Total
BASSWOOD AVENUE
& MONROE STREET
42
(SA 11+92.22 TO INTERSECTION)
(SA 16+25 TO INTERSECXION)
Ls 1200 40 /am. 00
Dollars per Lump Sum
Site haration & Grading
43 Wear & Grub and Unclassified Ls S-aoo. 06 so 60 * 00
Dollars per Lump Sum
Ls 2c60. do 2~00.00 l_..l.a 44
Dollars per Lump Sum
Ls /s-w- a o /s50.00
Dollars per Lump Sum
46 m 1EA 1s-00.00 /-sOO> 0 d
I Dollars Each
Water
47 Remove & Replace Sprinkler Heads and
Irrigation Lines to Private Property and LS 3906. uu 3SOO. 0 0
Dolks per Lump Sum
Roactwav/ Smxr Irttpmvement
48 4" C. at 47 TON so .od 3740.66 1 L2-W
t Dollars per Ton
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Approximate
Quantity unit - No. DescriDtion and Unit - Price TOtai
BASSWOOD/MONROE (Cont'&)
Roadwav/S met Improvement
Base, Calm Class 11, at 67 TON 19.00 /173- 00
Dollars per Ton
50 6" P CC Curb & Gutter at 677.43 LF to. x- LLTy 3.4 G L-4 =q7r
Dollars per Linear Foot
51 P .C. Driveway at 1,224 SF 3. to 374% YO & &+J/ /qm--
Ll24-t.d
Dollars per Square Foot
52 C. Driv ayat 7.9 TON /bO e5 0 794.0 0
Doliars per Square Ton
53 2,795 SF /. 87 52 83.s-2r
Dollars per Square Foot
54 C.C. Stairs at 0.6 CY moo. 00 %o. Ob Lu
Dollars per Cubic Yard
55 730 LF ,so 3dJ: 0 0
Dollars per Linear Foot
56 4EA /A..Od lO&.OO
Dollars Each
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Approximate
Item Quantity unit
No. Descrimion and Unit Price - Total
BASSWOOD/MONROE (Cont'd)
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3300.00 95 Amenities & Swcial Comction 1.00 rssa
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& Private Landscaping at 3,300 SF Ea=s@ -0
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Dollars per Square Foot
25 LF 36.fi6 Sno.00
Dollars per Linear Foot
elocate and Replace M ilboxes at 4EA /Sa.&? LOO.00 L*U& 59
, n
Dollars Each
1EA 750.00 7s'b.O 0 I 6o em,&
61 +ELPLJ
Dollars Each
ater Meters per MWD at SEA 4W.00 2;200.00
Dollars Each
62 Water Sampler at Sta. 18 + 30 1EA 2000.00 200u.00
Dollars Each
PARK DRIVE (SA 21+83.16 TO STA 24+44.76)
LS ISdO .od /si-id -00
63 YT I Dollars per Lump Sum
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Approximate Quantity unit - No. DescriDtion and Unit rntice Total 1 Item
PARK Dm (Cont'dJ
Site Prwaration & Grading
64 ear & Grub and Unclassified Excavation at Ls 3-4013 .6 0 5-000. 0 0
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Dollars per Lump Sum
65 T ee Removal at Ls ~OOL9.66 /b uo.0 u LLd
Dollars per Lump Sum
Tr e Root rimming and oot Barrier at Ls 70 coo 732.0 0 1 66 LL.&
Dollars per Lump Sum
Water
Irrigation Lines to Private Property and
aintain Syst m Integrity at Ys.4.Z- u
Dollars per Lump Sum
Storm Drainane
68 Main Lines: Relocate Exist. 18' RCP at 25 LF bo. 00 ~000.00
S a. 21 + 89 Park Drive at I L.Yz+
Dollars per Linear Foot
69 1EA 2s00.00 2~0.i90
1 Dollars Each
70 Catch Basins: Convert Existing 1EA /S'OO.Od /So0.00 It $!*=L%&.dL
I. Dollars Each 1
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Approximate
Quantity unit - No. Description and Unit - Price Total f Item
PARKDRIVE (Coni?&) Roadwav Street ImDrovement
71 gA.y at 86 TON 86 .oo LJ&ii.bU
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Dollars per Ton
Dollars per Ton
73 . Curb & Gutter at 261.6 LF /D. 7s an. $6 ci 2.0-
Dollars per Linear Foot
74 702 SF 3.10 a 176. to e
Dollars per Square Foot
75 6.6 TON la0 .o 0 I Lo.00
Dollars per Ton
930 SF l,g9 / 73-7.76
Dollars per Square Foot
290 LF . si0 l4S 00
Dollars per Linear Foot
Amenities & Special Construction
78
j.00 8’ >3&0.0d 8.i
hay & Private Landscaping at 2,300 SF 2-d 4-&?&4%4 L-%!u-e--
Dollars per Square Foot
2/16/94
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Approximate
Item Quantity unit - No. DescriDtion and Unit - Price - Total
PARK DRIVE (Confd)
Amenities & Swcial Construction
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Dollars Each
1320.00 elocate Water Meters pe CMWD at 3EA 440.00
8o LI--c-n"&
Dollars Each
81 1EA 1 loo. 00 1) Ob. 6 6
Dollars Each
Walls & Fences
ocate Existing Fences at 135 LF lL .o 0 21 Lo .to D 82&, I
Dollars per Linear Foot
all (Slump BIock) at 120 SF aa 00 34 40*0 0
Dollars per Square Foot
- END OF PROJECT NO. 3391-2 -
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Approximate
Item Quantity unit - No. DescriDtion and Unit - Price - Total
PROJECT NO. 3413
Is 9A-dO.00 ?SO u .oo u
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Dollars per Lump Sum
6,833 LF 7.8 0 q7.8Si.ao
Dollars per Linear Foot
86 pwailckt 34,905 SF IsL3 .5Z, 89S.rS '"t /vd--""L-- I Dollars per Square Foot
7,350 LF .#d 29W.00
Ig I
Dollars per Linear Foot b 88 "C& 190.29 TON Ro.'~ /A- 323.20
1 Dollars per Ton
iEW
89 ase, Caltrans Class 11, at 213.04 TON 19 4 0 VoY7.7G
Dollars per Ton
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1 90 rat 8,230 SF 2- /b 17.28 3.00
fO/Cw---
Dollars per Square Foot
9EA 7.52.0 0 6 732.0 o
91 *LU&
Dollars Each
92 2,912 SF 3-6 b 8736.0 0 y-
Dollars per Square Foot
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Approximate
Item Quantity unit - No. Description and Unit pr& - Total
93 6,840 LF * Bo s./ 7f. 0 6
r
Dollars per Linear Foot
34,905 SF .36 /a, Y 71.270 m us I, I
Dollars per Square Foot
95 8,230 SF 0 #a9 3 392.0 o
If J
Dollars per Square Foot
96 move A.C. Pavement at 8,615 SF /.do A=L/J7:aO
4 wfm -
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Dollars per Square Foot
97 Median Curb B-2 1,305 LF 8.0 o /6. Y q0,oo 2 Std. Dwg. G-6) at
Dollars per Linear Foot
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98 ove 6" Curb at 1,305 LF /.6 0 /30sloo tz4 k/i-
Dollars per Linear Foot
Total amount of bid in words: $- bU-3 -& '7- -6- Total amount of bid in numbers: $ 467, / 93 - 60 d?Z
Price(s) given above are firm for 90 days after date of bid opening. ' Addendum(a) No(s). doNE has/have been received and is/are included in this
I proposal.
The Undersigned has checked carefully all of the above figures and understands that the
City will not be responsible for any error or omission on the part of the Undersigned in
preparing this bid. @?My
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The Undersigned agrees that in case of default in executing the required Contract with
necessary bonds and insurance policies within twenty (20) days from the date of award of
Contract by the City Council of the City of Carlsbad, the proceeds of the check or bond
accompanying this bid shall become the property of the City of Carlsbad.
The Undersigned bidder declares, under penalty of pexjury, that the undersigned is licensed
to do business or act in the capacity of a contractor within the State of California, validly
licensed under license number 575 classification A J whichexpires on 91 q< ,J and that this stated::! is &e and correct and has the legal effect of
an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant
to the Business and Professions Code shall be considered nonresponsive and shall be
rejected by the City. 5 7028.15(e). In all contracts where federal funds are involved, no
bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance
with California law. However, at the time the contract is awarded, the contractor shall
be properly licensed. Public Contract Code 5 20104.
The Undersigned bidder hereby represents as follows:
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1. That no Council member, officer agent, or employee of the City of Carlsbad is
personally interested, directly or indirectly, in this Contract, or the compensation to
be paid hereunder; that no representation, oral or in writing, of the City Council,
its officers, agents, or employees has inducted him/her to enter into this Contract,
excepting only those contained in this form of Contract and the papers made a part
hereof by its terms; and
2. That this bid is made without connection with any person, h, or corporation
making a bid for the same work, and is in all respects fair and without collusion or
fraud.
B
Accompanying this proposal is BIA&.er\5 Bond -Lrrbchea -ta smii cgveb
(Cash, Certified Check, Bond or Cashier‘s Check)
for ren percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of the Labor Code which
requires every employer to be insured against liability for workers’ compensation or to
undertake self-insurance in accordance with the provisions of that code, and agrees to
comply with such provisions before commencing the performance of the work of this
Contract and continue to comply until the contract is complete.
....
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The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2,
relative to the general prevailing rate of wages for each craft or type of worker needed to
execute the Contract and agrees to comply with its provisions. r
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: 1 (1) Name under which business is conducted
(2)
(3) Place of Business
Signature (given and surname) of proprietor
(Street and Number)
City and State I (4) Zip Code Telephone No.
1 IF A PARTNERSHIP. SIGN HERE:
(1)
(2)
Name under which business is conducted
Signature (given and surname and character of partner) (Note: Signature must be made by a general partner)
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(3) Place of Business
(Street and Number)
City and State
Zip Code Telephone No.
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WITNESS my hand and official Seal
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1. City and State SAAJ 3 ieco eA
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IF A CORPORATION. SIGN HERE:
(1) Name under which business is conducted
/ .* Jb972*&es?- k&/T'IC. LfD
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I Impress Corporate Seal here
(3)
(4) Place of Business 3010 FIFTA A\I cnLce.
Incorporated under the laws of the State of C A LIFO p n I 4
(Street and Number)
(5) tip Code 9z jo3 Telephone No. 6 19- 345- JKoo
NOTARIAL ACKNOWLEDGEMENT OF EXECUTION BY ALL SIGNATORIES MUST BE I AlTACHED
List below names of president, vice president, secretary and assistant secretary, if a
corporation; if a partnership, list names of all general partners, and managing partners:
SkK D. r\l rtlCoLA15td f?=std-
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KNOW Au PERSONS By THasE PRBSElvm
as Srrretyare hjeta and fIrmly’twnmd Uplto’tbeatyaf~Ld, CaEfibOnia, healrmcYlmt OE
admintblrrrtors, s-a or dgw, jddy rmd s
%we, Interwest Pacific, Ltd. ,aRtrdsal,pnd Merchants Bonding C”f”p”Y(ML
* follows: (must be at bt ten pem~ (WW of rh! bid amputrl)
fm‘whkh pyaat, w%md trvly made, m bfnd wndvc+ aut hcinr, umatom md
T)fB CONDK’lON OF THE FOREGOING OBWWTSON IS SUCH tbrt if th? pmpad eftbe abovt-bounden PridpJ &.
T~Q Pm-c ent of unt of Rid
fiSmlrbY~Pm=-
I mwEsfcs, PRmKr NO- 33912
MAR Y MomNAs rtmtMs f L 2 mm‘M]R1K, xa,uJlm NCI, 341s
in the alyole:catfSbpd, is aceepbbd bythe City CoUn& snd lf the PrttlEipal w diuly am
being duly mdfied bemneI~ruUdvadd;
shall hc. fddtd $9 && sat4 city.
AND
’
into and execute a Crratract hdudkrg trqulrea bonds nnd irmnanm Poydw withbtwmty
(20) days &om Ue d aithmstiAtycrfu2wt&d#
@ orhennoIst,itrshalfbt amMlntSpadiiadhcrdn
....
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lltw
(93, 1)
TOTFlL
Jun 03,1994 04:10PM FROM The Postal Connection TO MILES INSURANCE
04/19/89 22: 16 6192973013 THE POSTAL WNJECtSaV PAGE * a
23
hthr cvcntprtndpal executed this b~dd BI rn WdNit h tqpeed'thattkc dABdrof *dpd Phalt not rxpnuata the Surety li.clm its obligadum under this bond
P&ce~tmd by PRINCIPAL t)rfr 8th d@y rrfJune hmiM by RTRFiTY thin 8th. , day nf
,1994, June 41994 June . PMCZPAL: SUREN:
Irkwest Pacific, Ltd. CN- of -Pa k- V
2425 E. Camelback Rd. #800 Phoenix, Az. 85016
Wdrm afsrmtul
(602) 955-0022
c. -. (p*t-hWe) , nP-1 .
@tic &nd o'rgntli2adon of sijpatclry) By: 0 ?k.S*. , , ,, , ,, , , -~ ,_, , -
R. Jerome Miles
prfilttd - afAmuey--FaM
- cam& ccmpomte dutim 8brYWjq Ipht name hur) cu~'r?nf pwww of attomy)
mPrt tlopLieIu ackrawlad
RONAebR811tt
ikpuiy aiy irirorncy
643 mm
Cy&:lj: t: I CATE up, ~C~i~ij.~~.~~~I-j~~~~M~N:~-~
e
S'TA'i"jl; ub: AK-1. ZijL\-A c ijy -[vjARj- CijpA
fjjq ;j.tfj i s 8th ijAy ob' June,1994 , 8 t.2 i. : 0 K i-; pip; , A iu ij ri a i y .l' i j jj L 1. c i iq ai\i u ~.,U~ ii., H E s A i Li cu u i~, li; .~-. ,
i-' fi;' H s ( j i\i A i; L -y- K i\j u w lq ;1 i, jvl E i w li. L-' tic) -". j+; jj y ij jj E B .y s A i ii .i s i.' a (.. ; i; 1 j K .y. . &".I.Uj+jCE .. 1 rii, tjE -i'HE j+Kso& d\;'iiU L.KLyj:yk;u :.!;HE \,v1:j;jj i iq -l-~,js:f7KU[vi~;NiI; AS
a ;i' :i" < jK pJ E y - 1 j\ - j: A <; :y < j b: s u -K E :1-, y :y H b; K E 1 pd i'i A pi E ij A LV ij A (2 K iu (- j j;4 .L, ;c 1.; <; g j 1; :.Li < j ivi -c :1;j-&,:.p :.yHE 'jU~p.'Ly EXEcG:yk,:jj 1:;y
pji]KSoiqALk,Y &ippj+;&jKp;ij K, ,jEK[jivib; ivii iA~s,
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2762 90393 HEBK-MJ.LES INSUMNCE INC.
Merchants Bonding Company (Mutual) e POWER OF ATTORNEY
Know All Men By These Presents, that the MERCHANTS BONDING COMPANY (Mutual). a corporabon duly orgamed under the laws of the State of Iowa. and havlng its pnnapal office in the Cny of Des Moms. County of Polk, State of Iowa. hath made, consbtuted and appointed, and does by these presents make, constttute and appoint
;.>>R. JEROME MILES**KENNETH E. HEINE<<< >>><<< >>><<< of an8&&%&k&iby conferred in Its name, place and ste&stgn. execute. acknowledge and deliver in its behalf as surety and State of I& true and lawful Attorney-m-Fact. wrth full power
>>>ONE MILLION DOLL~RS($l~OOO~OOO.OO)<<<
and to bind the MERCHANTS BONDING COMPANY (Mutual) thereby as fully and to the same extent as d such bond or undertaktng was stgned by the duly authonzed officers of the MERCHANTS BONDING COMPANY (Mutual), and all the acts of md Attorney, pursuant to the authorrty herem gwn, are hereby rahfted and confumed
Ths Powerof-Attorney IS made and executed pursuant to and by authority ofthe follomng By-Laws adopted by the Board of Dlrectors of the MERCHANTS BONDING COMPANY (Mutuel)
ARTICLE 2. SECTION 8 - The Chairman of the Board or Prescient or any Vke Prestdent or Seaetary shall have power and
authomy to appocnt Attorney-Fect, and to authomethem to execute on behalf ofthe Company. and attach the seal ofthe cOmpanymereto,bondsandundecta)cmgs,recognuances,contractsofidem~anciother~ngsobllgetorymthenature~~
ARTICLE 2. SECTION 9 - The slgnature of any authonzed officer and the Seal of the Company may be affixed by facslmile to any Power of Attorney or Ce- thereof authonungtheexecuhon and dellvery of any bond, tsdertakmg, recognuance, or other suretyshlpob@bons ofthecampany, and such slgnature and seal when so used shall have the same force andeffect as though
manually fixed.
?3"'
** &~L Lnt &.s
,**Q- LF :> p ' K., y
e.3 -1-
In Wrtness whereof, MERCHANTS BONDING COMPANY Mutual) has caused these nts to bs signed by its Vi Re Resident. and Its Corpotate seal to be hereto affixed, ths &til
An&: MERCHANTS BONDING COMPANY (Mutual)
dayof K&St AD, 19
...**' e. *
i -.
- By dm=-+ :c - 'S?," -. I .-. c : t'. . - . CY. '.:I*.
a. .....*
STATE OF IOWA At!!?+
couNiyOFpou< u
On this 25th waf August ,l9 93 , betore me appeared MJ Long and W.G Brundage, to me personally known, who bang by ma duly swam did say Mat they are Vice Premdent and Secretaryflreasurer
resfmctiVeCy of the MERCHANTS BONDING COMFANY (Mutual), the corporatmn described in the foregoing ~nstrument, and that Me Sear affixed to the W instrument 18 the Corporate Seal of the scud Corpommn and that the 8cud instrument was agned and sealed in behalf of md Corporrmon by authority of tts Board of DirectDcs
InTmmony Whereof, I havehsreunto setmyhandandaffocsd myolfiaalseal, athe City of Des Manes, rolwelhedeyand year fast above wntten. *. *e .* ,LY N *e
e*= .QO
: v+,...*.*..y*m : a{ 10: navypvaws,po(*counykm : i IOWA i : My comlnwm E.** : 4 t ;* t 114% % o>"'.....*.~~v .= STAE OF IOWA
**e 4elAL *e.** COUNTYOFpou( U. *......... I. M J. bng, Vi Rssldent afthe MERCHANTS BONDING COMPANY (Mutual), do lwebyc&jfylhntUw.above and fomgmg IS a true and corrsct~ of the POWER OF ATTORNEY, e.mated by sad M-WDING COMPANY (Mutual), wtuch IS still n force and effsct ** ?.A * 5 Af'G4+ +$*. In wi where~4. I haw hemunto set my hand anci aff~ed the seai ofthe Cunpany, af Phoenix : e-c,
ths 8th dayof June le* 94 qg+
.V ,-\ . . '
a
December 31,1996. ** .. ..a' ~~pomn~rmomeygeprss
MB 96
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DESIGNATION OF SUBCONTRAmRS
The Contractor certifies he/she has used the sub-bids of the following listed Contractors in making up hisher bid and that the sub-contractors listed will be used for the work for
which they bid, subject to the approval of the City Engineer, and in accordance with
applicable provisions of the specifications and Section 4100 et seq. of the Public Contracts
Code - "Subletting and Subcontracting Fair Practices Act." No changes may be made in
these subcontractors except upon the prior approval of the City Engineer of the City of
Carlsbad. The following information is required for each sub-contractor. Additional pages
can be attached if required:
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Items of Complete Address Phone No.
Work Full Companv Name with ZiD Code with Area Code
PO. 0& /sz/
Lagesidc CQ. 9~rh L/F. Sd/-35d3 PI-4 BIcdk %rcy.'q P.0. BO% sw
134 N. k%pao/r~ %
Bhgerc~ C ether& %& k%*bS.&. s&7!? L/p -799- 1479
I) 2Zb 4s .8 L. €1 I% 'Om C% 9to~a Lff- V+Y-L//P
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AMOUNT OF SUBCONTRACTORS' BIDS
The bidder is to provide the following information on the subbids of all the listed
subcontractors as part of the sealed bid submission. Additional pages can be attached, if
required.
+ B
Type of State
Contracting Carlsbad Business Amount of Bid i
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Full Commnv Name License & No. License No.* IS or %) 4 8koL%&c&#?q CrPL-r /lt3-261- flbdl? 536 C r-* u;~~ )
n.GLtm. L3L496- c G/ A)@ N e- L
y4 D Cnsr p8x. S6Y7P2- A do de- cls
* Licenses are renewable annually. If no valid license, indicate "NONE." Valid license
must be obtained prior to submission of signed Contracts. I
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BIDDER’S STATEMENT OF FINANW RESPONSIBILITY
Bidder submits herewith a statement of t*mancial responsibility.
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INTERWEST PACIFIC,LTD
BALANCE SHEET
DECEMBER 3 1,1993
ASSETS
-e
CURRENT ASSETS
Cash 67,582
Contracts Receivable 91,633
Certificates of Deposit (Note 4 ) 100,000
Prepaid Expenses 1,377
Total Current Assets 260,592
PROPERTY AND EQUIPMENT,
AT COST (Note 2)
Equipment and Machinery 12,781
Office furniture and equipment 2,776
Trucks 16.405
3 1,962
Less accumulated Depreciation 3222 28,740
OTHER ASSETS
UN amortized organization cost 950
Security Deposits - 349 1299
-0
$290,631
LIABILITIES AND
STOCKHOLDERS'
EOUITY
CURRENT LIABILITIES
Accounts Payable 41,181
Accrued expenses 3,249
Payroll Taxes payable 1,83 1
Sales Taxes payable 2.532
Total Current Liabilities 50.804
STOCKHOLDERS' EQUITY
Common Stock - No par value
250,000 authorized shares 187,070
issued and outstanding 187,070
Retained earnings (Note 1) 52,757 239.827 a $ 290,631
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BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Bidder is required to state what work of a similar character to that included in the
proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge hisher responsibility, experience and skill.
An attachment can be used.
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NON-COLLUSION AFFIDAW TO BE EXECUTED
BY BIDDER AND SUBhElT'ED WITH BID
State of California 1
county of 1
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T#CK- N tcKoLR~sd , being first duly sworn, deposes
8 (Title)
(Nameo idder)
of (Name of Firm) 1
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the party making the foregoing bid; that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or corporation;
that the bid is genuine and not collusive or sham; that the bidder has not directly or
indirectly induced or solicited any other bidder to put in a false or sham bid, and has not
directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone
shall refrain from bidding that the bidder has not in any manner, directly or indirectly,
sought by agreement communication, or conference with anyone to fix the bid price, or of
that of any other bidder, or to fix any overhead, profit, or cost element of advantage
against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and further, that the bidder has
not, directly or indirectly submitted his or her bid price or any breakdown thereof, or the
conrents thereof, or divulged information or data relative thereto, or paid, and will not pay,
any fee to any corporation, partnership, company association, organization, bid depository,
or to any member or agent thereof to effectuate a collusive or sham bid.
I ddare under penalty of perjury that the foregoing is true and correct and that this
affidavit was executed on the sday of
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comer - PUBLIC WORKS
This agreement is made this &day of &+> 19- d by and between the City
of Carlsbad, California, a municipal co
INTERWEST PACIFIC, LTD. whose prinapal place of business
ti n, (hereinafter called "City"), and
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is 3010 FIFTH AVENUE SAN DlEGO CA 92103
(hereinafter called "Contractor".)
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Contract
documents for:
SIDEWALKS, PROJECT NO. 3391-2
AND
MARY MONTANAS u"S 1 & 2 REPAIR WORK, PROJECT NO. 3413 I (hereinafter called "project")
PLEASE NOTE: The Mar Y Montanas project work has a limited budget. The
maximum amount of work per bid item is shown in its own bid list. It is
required that at least a minimum of 50% of each listed item in said list will be
done. The exact locations of the work will be as directed by the City's
Engineering Inspector and as shown on the plans. The maximum construction
budget for this portion of the contract will be $155,000.
This work is in addition to the sidewalk work, Project No. 3391-2, herein.
Provisions of Labor and Materials. Contractor shall provide all labor, materials,
tools, equipment, and personnel to perform the work specified by the Contract
Documents.
Contract Documents. The Contract Documents consist of this Contract, Notice
Inviting Bids, Contractor's Proposal, Bidder's Bond, Designation of
Subcontractors, BiddeJs Statements of Financial Responsibility and Technical
Ability, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and
Specifications, the Special Provisions, and all proper amendments and changes
made thereto in accordance with this Contract or the Plans and Specifications,
and all bonds for the project; all of which are incorporated herein by this
reference.
Contractor, her/his subcontractors, and materials suppliers shall provide and
install the work as indicated, specified, and implied by the Contract Documents.
Any items of work not indicated or specified, but which are essential to the
completion of the work, shall be provided at the Contractor's expense to fXll
the intent of said documents. In all instances through the life of the Contract,
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3.
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the City will be the interpreter of the intent of the Contract Documents, and th
City's decision relative to said intent will be final and binding. Failure of th
Contractor to apprise subcontractoia and materials suppliers of this condition c
the Contract will not relieve respoilsibility of compliance.
Pavment. For all compensation for Contractor's performance of work under thi
Contract, City shall make payment to the Contractor per Section 9-3 of th
Standard Specifications for Public Works Construction (SSPWC) 1991 Editior
and the latest supplement, hereinafter designated "SSPWC", as issued by th
Southern California Chapter of the American Public Works Association, and a
amended by the Special Provisions section of this contract. The closure date fa
each monthly invoice will be the 30th of each month. Invoices from th
Contractor shall be submitted accoi:ding to the required City format to the City'
assigned project manager no later than the 5th day of each month. Paymeni
will be delayed if invoices are received after the 5th of each month. The fh
retention amount shall not be released until the expiration of thirty-five (35
days following the recording of the Notice of Completion pursuant to CalifoA
Civil Code Section 3184.
Public Contract Code section 20104.50 requires a summary of its contents to b
set forth in the terms of the contract. Below is such a summary. Howeve
contractor should refer to Public Contract Code section 20104.50 for a complet
statement of the law.
The city shall make progress payments within 30 days after receipt of a
undisputed and properly submitted payment request from a contractor on
construction contract. If payment is not made within 30 days after receipt of a
undisputed and properly submitted payment request, then the city shall pa
interest to the contractor equivalent to the legal rate set forth in subdivision (a
of section 685.010 of the Code of Civil Procedure.
Upon receipt of a payment request, the city shall, as soon as practicable aftf
receipt, determine whether the payment request is a proper payment request.
the city determines that the payment request is not proper, then the request sha
be returned to the contractor as soon as practicable but not later than seven (;
days after receipt. The returned request shall be accompanied by a documei
setting forth in writing the reasons why the payment request was not proper.
If the City fails to return the denied request within the seven (7) day time limi
then the number of days available to the city to make payment without incUrrit:
interest shall be reduced by the number of days by which the city exceeds tk
seven (7) day return requirement.
"Progress payment" includes all payments due contractors except that portion (
the final payment designated by the contract as "retention eamings".
4.
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IndeDendent Investigation. Contractor has made an independent investigation of
the jobsite, the soil conditions at the jobsite, and all other conditions that might
affect the progress of the work, and is aware of those conditions. The Contract
price includes payment for all work that may be done by Contractor, whether
anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about
underground conditions or other job conditions is for Contractor's convenience
only, and City does not warrant that the conditions are as thus indicated.
Contractor is satisfied with all job conditions, including underground conditions
and has not relied on infomation furnished by City.
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6. Contractor Responsible for Unforeseen Conditions. Contractor shall be
responsible for all loss or damage arising out of the nature of the work or from
the action of the elements or from any unforeseen difficulties which may arise or
be encountered in the prosecution of the work until its acceptance by the City.
Contractor shall also be responsible for expenses incurred in the suspension or
discontinuance of the work. However, Contractor shall not be responsible for
reasonable delays in the completion of the work caused by acts of God, stormy
weather, extra work, or matters which the specifications expressly stipulate will I be borne by City.
7. Hazardous Waste or Other Unusual Conditions, If the contract involves digging
trenches or other excavations that extend deeper than four feet below the surface
Contractor shall promptly, and before the following conditions are disturbed,
notify City, in writing, of any:
A. Material that Contractor believes may be material that is hazardous waste,
as defined in Section 251 17 of the Health and Safety Code, that is required
to be removed to a Class I, Class 11, or Class 111 disposal site in accordance
with provisions of existing law.
Subsurface or latent physical conditions at the site differing from those
indicated.
Unknown physical conditions at the site of any unusual nature, different
materially from those ordinarily encountered and generally recognized as
inherent in work of the character provided for in the contract.
B.
C.
City shall promptly investigate the conditions, and if it finds that the conditions
do materially so Mer, or do involve hazardous waste, and cause a decrease or
increase in contractor's costs of, or the time required for, performance of any part
of the work shall issue a change order under the procedures described in this
contract.
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In the event that a dispute arise:; between City and Contractor whether t€
conditions materially differ, or involve hazardous waste, or cause a decrease (
increase in the contractois cost of, or time required for, performance of any pa
of the work, contractor shall not be excused from any scheduled completion da
provided for by the contract, but shall proceed with all work to be performe
under the contract. Contractor shall retain any and all rights provided either I
contract or by law which pertain to the resolution of disputes and protes
between the contracting parties.
Change Orders. City may, without affecting the validity of the Contract, ordc
changes, modifications and extra work by issuance of written change order
Contractor shall make no change in the work without the issuance of a writte
change order, and Contractor shall not be entitled to compensation for any extl
work performed unless the City has issued a written change order designating '
advance the amount of additional compensation to be paid for the work. If
change order deletes any work, the Contract price shall be reduced by a fair ar
reasonable amount. If the parties are unable to agree on the amount 1
reduction, the work shall nevertheless proceed and the amount shall 1
determined by litigation. The only person authorized to order changes or ext
work is the City Engineer. The written change order must be executed by tl
City Manager or the City Council ]y.muant to Carlsbad Municipal Code Sectic
3.28.1 72.
Immimition Reform and Control &. Contractor certifies he is aware of tl
requirements of the Immigration Reform and Control Act of 1986 (8 US
Sections 1101-1525) and has complied and will comply with these requirement
including, but not limited to, veiifying the eligibility for employment of 5
agents, employees, subcontractors, and consultants that are included in th
Contract.
Prevailinn Wane. Pursuant to the California Labor Code, the director of t€
Department of Industrial Relations has determined the general prevailing rate (
per diem wages in accordance with California Labor Code, Section 1773 and
copy of a schedule of said general prevailing wage rates is on file in the office
the Carlsbad City Clerk, and is intiorporated by reference herein. Pursuant
California Labor Code, Section 1:775, Contractor shall pay prevailing wage
Contractor shall post copies of all applicable prevailing wages on the job site
Indemnification. Contractor shall assume the defense of, pay all expenses
defense, and indemnify and hold harmless the City, and its officers ar
employees, fiom all claims, loss, damage, injury and liability of every kind, natu
and description, directly or indirectly arising from or in connection with tl
performance of the Contractor or work; or from any failure or alleged failure c
"
8.
9.
10.
11.
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Contractor to comply with any applicable law, rules or regulations including
those relating to safety and health; except for loss or damage which was caused
solely by the active negligence of the City; and from any and all claims, loss,
damages, injury and liability, howsoever the same may be caused, resulting
directly or indirectly from the nature of the work covered by the Contract, unless
the loss or damage was caused solely by the active negligence of the City. The
expenses of defense include all costs and expenses including attorneys fees for
litigation, arbitration, or other dispute resolution method.
Insurance. Contractor shall procure and maintain for the duration of the contract
insurance against claims for injuries to persons or damage to property which may
arise fkom or in connection with the performance of the work hereunder by the
Contractor, his agents, representatives, employees or subcontractors. Said
insurance shall meet the City's policy for insurance as stated in Resolution No. 91 403.
(A) COVERAGES AND LIMITS - Contractor shall maintain the types of
coverages and minimum limits indicted herein:
1. Comprehensive General Liabilitv Insurance:
f
I
12.
$1,000,000 combined single limit per occurrence for bodily injury
and property damage. If the policy has an aggregate limit, a
separate aggregate in the amounts specified shall be established for
the risks for which the City or its agents, officers or employees are
additional insured.
2. Automobile Liability Insurance:
$1,000,000 combined single limit per accident for bodily injury and
property damage. In addition, the auto policy must cover any
vehicle used in the performance of the contract, used onsite or
offsite, whether owned, non-owned or hired, and whether
scheduled or non-scheduled. The auto insurance certificate must
state the coverage is for "any auto" and cannot be limited'in any
manner.
Workers' Compensation and Employers' Liabilitv Insurance:
Workers' compensation limits as required by the Labor Code of the
State of California and Employers' Liability limits of $1,000,000 per
incident. Workers' compensation offered by the State
Compensation Insurance Fund is acceptable to the City.
3.
1
(B) ADDITIONAL PROVISIONS - Contractor shall ensure that the policies of insurance required under this agreement contain, or are endorsed to
contain, the following provisions. General Liability and Automobile
Liability Coverages:
2416194
P
3
The City, its officials, employees and volunteers are to be covere
as additional insured as respects: liability arising out of activitie
performed by or OIL behalf of the Contractor; products an
completed operatiom; of the contractor; premises owned, lease<:
hired or borrowed by the contractor. The coverage shall contai
no special limitations on the scope of protection afforded to th
City, its officials, employees or volunteers.
The Contractoys insurance coverage shall be primary insurance a
respects the City, its officials, employees and volunteers. An
insurance or self-insurance maintained by the City, its official:
employees or volunteers shall be in excess of the contractor
insurance and shall not contribute with it.
Any failure to comply with reporting provisions of the policies sha
not affect coverage provided to the City, its officials, employees c
volunteers.
Coverage shall state that the contractor's insurance shall appl
separately to each insured against whom claim is made or suit
brought, except with respect to the limits of the insurds liabili?
(C) "CLAIMS MADE" POLICIES - If the insurance is provided on a "claims mad(
basis, coverage shall be maintained for a period of three years following 12
date of completion of the work.
(D) NOTICE OF CANCELLATION - Each insurance policy required by th
agreement shall be endorsed to state that coverage shall not I:
nonrenewed, suspended, voided, canceled, or reduced in coverage or limil
except after thirty (30) days' prior written notice has been given to the Cir
by certified mail, return receipt requested.
1.
2.
3.
4.
(E) DEDUCTIBLES AND SELF-INSURED RETENTION (S.I.R.) LEVELS - An
deductibles or self-insured retention levels must be declared to an
approved by the City. At the option of the City, either: the insurer shp
reduce or eliminate such deductibles or self-insured retention ievels i
respects the City, its officials and employees; or the contractor shall prow
a bond guaranteeing payment of losses and related investigation, clai
administration and defense e:rcpenses.
(F) WAIVER OF SUBROGATION - All policies of insurance required under th agreement shall contain a waiver of all rights of subrogation the insun
may have or may acquire against the City or any of its officials f
employees.
2/16! 64
I 35
(G) SUBCONTRACTORS - Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for
each subcontractor. Coverages for subcontractors shall be subject to all of
the requirements stated herein.
(H) ACCEPTABILlTY OF INSURERS - Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V, and are
authorized to transact the business of insurance by the Insurance
Commissioner under the standards specified in by the City Council in
Resolution No. 91403 .
VERIFICATION OF COVERAGE - Contractor shall furnish the City with
certificates of insurance and original endorsements affecting coverage
required by this clause. The certificates and endorsements for each
insurance policy are to be signed by a person authorized by that insurer to
bind coverage on its behalf. The certificates and endorsements are to be in
forms approved by the City and are to be received and approved by the City
before work commences.
COST OF INSURANCE - The Cost of all insurance required under this
agreement shall be included in the Contractor's bid.
i.
1
I
I
1
I
I
II,
I
I
(I)
(J)
13. Claims and Lawsuits. Contractor shall comply with the Government Tort Claims
Act (Section 900 et seq of the California Government Code) for any claim or
cause of action for money or damages prior to filing any lawsuit for breach of
this agreement.
Maintenance of Records. Contractor shall maintain and make available at no cost
to the City, upon request, records in accordance with Sections 1776 and 1812 of
Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not
maintain the records at Contractor's principal place of business as specified
above, Contractor shall so inform the City by certified letter accompanying the
return of this Contract. Contractor shall now the City by certified mail of any
change of address of such records.
Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with
Section 1720 of the Labor Code are incorporated herein by reference.
Security. Securities in the form of cash, cashier's check, or certified check may
be substituted for any monies withheld by the City to secure performance of this
contract for any obligation established by this contract. Any other sedty that
is mutually agreed to by the Cantractor and the City may be substituted for
moneies witheld to ensure performance under this Contract.
14.
I
I 15.
16. I
B
1
1 @
2i16P4
F
3
Provisions Reauired bv Law Deemed Inserted. Each and every provision of la.
and clause required by law to be inserted in this Contract shall be deemed to 1
inserted herein and included herein, and if, through mistake or otherwise, ar
such provision is not inserted, or is not correctly inserted, then upon applicatic
of either partty, the Contract shall forthwith be physically amended to make suc
insertion or correction.
Additional Provisions. Any additional provisions of this agreement are set fofl
in the "General Provisionst' or "Special Provisions" attached hereto and made
part hereof.
17.
18.
NOTARIAL ACKNOWLEDGEMENT OF
EXECUTION BY ALL SIGNATORIES
MUST BE ATTAW ZZdJ*JT
Contractor
(COWRAIE SEAL) salt Dl N*Lllo&&,s&J
Print Name of Signatory v S' ature of Signatory
-D€%OI S€ L*=ae.F. APPROVED TO AS TO FORM:
c- RONALD R. BALL
City Attorney
By:
Title
L Q ,h'M
€&LEN J. HIMTA
Deputy City Attorney
Mayor ' V
ATTEST:
2/16l @
CERTIFICATE OF ACKNOWLEDGEMENT
STATE OF ARIZONA COUNTY OF MARICOPA 0
ON THIS^^^ DAY OFD/F~EFORE ME, A NOTARY PUBLIC IN AND FOR THE SAID
(OR PROVED TO BE BY SATISFACWRY EVIDEN TO BE THE PERSON WHOSE~NAMELJS COUNTY, PERSONALLY AP + EARED 1SP I - 7 P , PERSONALLY KNO!dlTO ME
SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE EXECUTED THE SAME IN HIS/HER AUTHORIZED CAPACITY AND THAT BY HIS/HER SIGNATURE ON THE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL:
->
a
0
CERTIFICATE OF ACKNOWLEDGEMENT
@ STATE OF ARIZONA COUNTY OF MARICOPA
ON THIS e~d DAY OFZ~ ~S~BEFORE ME, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY, PERSWY APPEARED JACK D. NICKOLAISEN, PERSONALLY KNOWN TO ME (or prove be by satisfactory evidence) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHOR CAPACITY AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR THE ENTITY U BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL:
/?
c,, ’ ? k- J ddc 4 -/.._-_/J I /-< dk.&;j
e
e
37 fji$$/&d /&* e=%? - z LABOR AND MATERIALS BOND 0 WHEREAS, the City Council of the Ci 94-178 JUNE 28, 199 , adopted of Carlsbad, State of California, by Resolution No.
(hereinafter designated as the "Principal"), a
T , has awarded to
INTERWEST PACIFIC, LTD
Contract for:
SIDEWALKS, PROJECX NO. 3391-2
AND
MARY MONTANM UNITS 1 & 2 REPAIR WORK, PROECX NO. 3413
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other
Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and
all of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms
thereof require the furnishing of a bond, providing that if Principal or any of their
subcontractors shall fail to pay for any materials, provisions, provender or other supplies
or teams used in, upon or about the performance of the work agreed to be done, or for any
work or labor done thereon of any kind, the Surety on this bond will pay the same to the
extent hereinafter set forth.
, as
Principal, (h reinafter designated as the "Contractor"), and ~'fie~chw~~ &&+d$,+ d
J.~~L~%.cz/ as Surety, are held firml bound unto the Ci of Carlsbad in s& of
Dollars ($ 234,596-80 ----------j; said sum being fifty percent (50%) of the estimated
amount payable by the City of Carlsbad under the terms of the Contract, for which
payment well and truly to be made we bind ourselves, our heirs, executors and
administrators, successors, or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person or his/her
subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other
work or labor thereon of any kind, or for amounts due under the Unemployment Insurance
Code with respect to such work or labor, or for any amounts required to be deducted,
withheld, and paid over to the Employment Development Department from the wages of
employees of the contractor and subcontractors pursuant to Section 13020 of the
Unemployment Insurance Code with respect to such work and labor that the Surety will
pay for the same, not to exceed the sum specified in the bond, and, also, in case suit is
brought upon the bond, costs and reasonable expenses and fees, including reasonable
attorney's fees, to be fixed by the court, as required by the provisions of Section 3248 of
the California Civil Code.
NOW, THEWFOE, WE, INTERWEST PACIFIC, LTD
a iL2 TWO HUNDRED THIRTY FOUR THO6SAND, FIVE HUN % RED NINETY !h% E 8011
a
2/16/94
@
38
This bond shall inure to the benefit of any and all persons, companies and corporations
entitled to file claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencing
with Section 3082).
Surety stipulates and agrees that no change, exqension of time, alteration or addition to the
terms of the Contract, or to the work to be performed thereunder or the specifications
accompanying the same shall affect its obligations on this bond, and it does hereby waive
notice of any change, extension of time, alterations or addition to the terms of the contrac
or to the work or to the specifications.
...
...
...
...
...
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...
...
...
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2/16/!
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(j jv- 2- i-1 .L s 8th DAY UF July,l994 , fi L4 j-(jCjT$lK.y p (j f.j j, x(: !? iq
ANrj E'WK THE SAlrj pU-uI\fi~-y, jpRLs(jl\\IALLy App'EJlx'EU -fi o j L;;Hwp/jp; ~vjvjij,f~. ,
jj E; R s cj iv-Fl L L y K i\'U ifl. h :j; 0 pi .E [ OK pKU-"-f$$ :iyj HE; rjy S&lrl,I SFA[:;iUKy
i i\; s 7; H -u j - - '- -i-i h;-iJLDp:;Lqcb j :1c1 jifil, ;j:HfL ppHsO]\ . ..-..
A:.j.~~l~jKj.~~~~.'-~ ivu-E'A <ji2? ;5ij-gE,j,ly :i;H;p;K;p+;L j$ i\j&vjk;jj Ai\.j-j iS[liij~(jWi~ljj[;P~jj :rcj ME
;i' HA ;-~~., T -~i ~~ s .~ H ~ ~,l . . . . . y-
&, H(J p. 'x p: <i fj:j: E i;i ;ji H fi; .w- j. :j i kl vji iu Yt5N 1. AS ,- .. ~ .
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3?6? "19-194 tlEINE-MILES INSURANCE INC.
Merchants Bonding Company
POWER OF ATTORNEY
(Mutual) 0
Know All Men By These Presents, that the MERCHANTS BONDING COMPANY (Mutual), a corporation duly organized under the laws
of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa. hath made, constituted and appointed, and does by these presents make, constitute and appoint >>:.X?. .IERO,ME MTLES**KENNETH E. HEINE**JERI LYNN "HOMPSON**CLME B. MARSHAI,L<<< >>><<c )i><<<
of PHOENIX and State of AZ its true and lawful Attorney-in-Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety:
>>>FIVE HUNDRED THOUSAND D0LLARS($500~000.00)<<<
and to bind the MERCHANTS BONDING COMPANY (Mutual) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (Mutual), and all the acts of said Attorney, pursuant to the authority herein given, are hereby ratified and confirmed.
This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (Mutual).
ARTICLE 2. SECTION 8. - The Chairman of the Board or President or any Vice Resident or Secretary shall have power and authority to appoint Attorney-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto. bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof.
ARTICLE 2, SECTION 9. - The signature of any authorized officer and the Seal ofthe Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond. undertaking. recognizance. or other
suretyship obligations ofthe Company. and such signature and seal when so used shall have the same force and effect as though manually fixed.
In Witness Whereof, MERCHANTS BONDING COMPANY Mutual) has caused these resents to be signed by its Vice Resld t and
Attest: MERCHANTS BONDING COMPANY (Mutual)
Resident, and its corporate seal to be hereto affixed, this &I dayof fiugust A.D., 19 49 0
STATE OF IOWA VP+k
COUNTY OF POLK as.
On this 25th dayof August , 19 93 ' , before me appeared M J. Long and W.G. Brundage, to me personally known. who being by me duly sworn did say that they are Vice President and Secretarynreasurer respectively of the MERCHANTS BONDING COMPANY (Mutual). the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors.
In Testimony Whereof, I have hereunto set my hand and axed my Official Seal, at the City of Des Moines, Iowa the day and year first above written. r(\MJyx,w ....*.***
e* .e* Y N eo **. 0. Q." *.**.., c % : P.*
: ;IOWA j :
or**. ......-a i%w i STATE OF IOWA
: r; =.o ; NMUy Public. Pdk Cwnty, Iowa
My Commrssron Expins
11 495 '= % r :*
***e ....*. **. 4ew .... COUNTY OF POLK us.
I, M.J. Long, Vice President ofthe MERCHANTS BONDING COMPANY (Mutual), do hereby certifyWthe.above and foregoing is a true and correct copy of the POWER OF AlTORNEY, executed by said M-TDING COMPANY (Mutual), which is still m force and effect. t au,... ...:FK... . e.. .&;PO&.. 4 Fb3TiX :'%:.'G. *<:.?e.. * *.' c In Wmess Whereof, I have hereunto set my hand and affixed the seal. of the Company, at
this 8th day of July 19, 94 $2 <+
19. , ,
.) 3'
0
I -' . &' ... ..' ,A 9
*** ... * ** nis power of -may wires December 31,1885. \.
MB 96
,fjgddJ>b. c/q-- 7G2
39
In the event that Contractor is an individual, it is agreed that the death of any such
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this Executed by SURETY this 2!?& day of
*
day of 4TP , 19@ x-e A# ,19e.
CONTRACTOR: SURETY:
/? ‘,s. /flZdCH4d13 ad&/;y‘cj, Lz+..fl4yi
aAAc & JKAk --
I_ d&fPA.,jeJT g ;?dk/ lGa LA/:
(Name of Contractor) (Name of Surety) sp
&2*2J&. &&&%k AHJ5 - #P9&eCj/3#+ 8Q 3 “kqk, &c5.?Q./& /a -
(sign here) (Address of Sur6ty)
c> 4- &. -D * bJ rclL0 LAI$&4 4cGz- /,Ad - 002z
(print name here) (Telephone Number of Surety)
L(hrd zr<McsT PAC,+,~ Lt-0 By: (title and organization of signatory)
e By: arpulsf- L* 7. (attach corporate resolution showing
current power of attorney) (print name here) L(‘PW?+ -
(title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By: e--+ g; /LA
KAREN J. HIRAT
Deputy City Attorney *
2/16/94
@
40
FAITHFUL PERFOFW.ANLX/VVARRANTY BOND
REAS, the City Council of the City of Carlsbad, Stat
adopted JUNE 28, 1994 (hereinafter designa
MONTANAS UNITS 1 &
Contract Doc
ce and warranty of saic
Contract;
NOW, THEREFORE, WE,
(hereinafter designated as
ourselves, OUT he
THE CONDITION OF TH that if the above bounden Contractoi
or assigns, shd in all things stand to ani
covenants, conditions, and agreement
of Carlsbad, its offic ein stipulated, then this obligatio
full force and effect.
y’s fees, incurred by the City in succ y enforcing such obligatio1
2/16r
@
JUL 06'94 13:44 N0.008 p PURCHASING ID :4341987
1'
/I/&, CY- 7Q5Q/ 40
FAITHPULP E€U?OWCWVVm BONQ
WEREAS, the City Council of the City of Carlsbad, State o€ California, by Resolution No. 94-178, adopted June 28, 1994 , has awarded to INTERWEST PACIFIC, LTO.
, (hereinafter designated as the "PrinCipal'T, a Contract for:
e
SJDEWALIG, PRWCI' NO. 3391-2 AND
MARY MONTANAS - 1 & 2 REPNR WORK, PROJECT NO. 3415
h the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of
the City of Wlsbad, all of which are incorporated herein by this reference.
WHEREAS, Principal has execured or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said
Contract;
Dollars($469,193.60 1, said sum being equal to one hundred percent
(100%) of the estimated amount of the Contract, to be paid to city or its certain atrorney, its successors and assigns;, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and
severally, firmly by these presents-
THE CONDITEON OF THIS OBLlGATlON IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successor^ or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements
in the Contracr and any alteration thereof made as therein provided on their part, t9 be kept and performed at rhe time and in the Manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carfsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as cosrs and included in any judgment rendered.
Surety stipulates and agtees that no change, extension of time, alterafion ar addidon to the rems of the Contract, or to the work ta be performed thereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive
2IlQ94
0
a @
B*/& /do. CM-2
41
notice of any change, extension of time, alterations or addition to the terms of the contract
or to the work or to the specifications.
In the event that Contractor is an individual, it is agreed that the death of any such
Contractor shall not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this #d
1
I
Executed by SURETY this
dZ& , 19
day of
?
SURETY:
day Of + l9 zo
1
1
I
1
I
D
Dm
I
1
D
I
CONTRACTOR
flL2&/4Ty- &AkLd3 dMpd?>
(Name of Surety) I
3At-/L p . td L LPLO L R r S &-Id &OZ- y*rng&zL
(print name here) (Telephone of Surety)
P,- &3%&&0 p QG&M ~ kP. By: (title and organization of signatory)
By: PJ7me /?%&a
Printed name of Attorney-in-Fact
(attach corporate resolution showing
current power of attorney)
3€r-uIS€- L \ -a?d&
(print name here) ue &&&&?- 94s 1 (title and organization of signatory)
(Proper notarial acknowledge of execution by CONTRACTOR and SURETY must be attached.)
('President or vice-president and secretary or assistant secretary must sign for corporations. If only one
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R BALL
9 i &d!--2u
KAREN J. HERATA v
Deputy City Attorney
2/16/94
Iii
I BP
City of Grlsbad
Purchasing Department
Representation and Certification
The following representation and certification are to be completed, signed and returned with proposi
REPRESENTATIONS: Mark all applicable blanks.
This offeror represents as part of this offer that:
(Check appropriate Ethnic Business Type)
I am currently certified by: Cdr/
Certification #: CT- o 1 ;;z I 7cc
CERTIFlCATiON OF BUSINESS
REPRESENTATION(S) :
Mark all applicable blanks. This offeror repre!
part of this offer that:
This firm is J. is not an
business.
This firm is , is not /+ aM
owned business.
WOMAN-OWNED BUSINESS: A worn
business is a business of which at least 51 I
owned, controlled and operated by a woman c
Controlled is defined as exercising the powei policy decisions. Operation is defined a?
involved in the day-today management.
DEFINITIONS:
MINORITY BUSINESS ENTERPRISE: 'Minority
Business' is defined as a business, at least 51 percent of
which is owned, operated and controlled by minority
group members, or in the case of publicly owned
businesses, at least 51 percent of which is owned,
operated and controlled by minority group members.
The Small Business Administration defines the socially
and economically disadvantaged (minorities) as Black
American, Hispanic American, Native Americans (Le.
American Indian, Eskimos, Aleuts and Native Hawaiians),
and Asian-Pacific Americans (Le., U.S. Citizens whose
origins are from Japan, China, the Philippines, Vietnam, Korea, Samoa, Guam, the U.S. Trust Territories of the
Pacific, Northern Marianas, Laos, Cambodia and Taiwan).
CERTIFICATION:
The information furnished is certified to be factual and correct as of the date submitted.
&G#&ZiC* LrD - 3;LL 3. #ql &KOLA1 Sd
TZSS 1 P0.a-
WdE 5G-ii~rn7- F COMPANY NAME
36f6 FiFd &UP*
ADDRESS L& - 4 Sd D/cG.d & 92/63
CITY,STATE AND ZIP
61q- 299- a>u
TELEPHONE NUMBER
2JW
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A iL; Jj E: u -e :i; H fi;; s /, J i j (-s'o [j iv. y :k' , PfilHSOiuAL,LY APPEAKhlu Is. dk;KWiE iviL.i.,ES, pEHSONALi.,.y. [(-,..~ jurJw,\j ,. :jyj i"i,E [ [;)K pp(j-"+;) :1yj tjy; jjy ~~~;i~i:~~~:~~~:,i-~~j.K.~:
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37C,? ';i)'lY4 HEINE-NLES INSURANCE WC.
Merchants Bonding Company (Mutual)
0 POWER OF ATORNEY
Know All Men By These Presents, that the MERCHANTS BONDING COMPANY (Mutual), a corporation duly organized under the laws of the State of Iowa. and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does b these resents make constitute and a :,';.>a. .l$RO% 8LES**KENNE?H E. HEINE**J%?i?Y" THCWSON**CLYDE 8. MARSHALL<<< >>><<<
Y>><<<
of PHOENIX andstateof AZ its true and lawful Attorney-in-Fact, with full power
and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety:
>>>FIVE HUNDRED THOUSAND DOLLARS($SOO~OOO.OO)<<<
and to bind the MERCHANTS BONDING COMPANY (Mutual) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (Mutual), and all the acts of said Attorney, pursuant to the authority herein given, are hereby ratified and confirmed.
This Pawer-ot-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (Mutual).
ARTICLE 2, SECTION 8. - The Chairman of the Board or Resident or any Vice Resident or Secretary shall have power and authority to appoint Attorney-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Companythereto, bondsand undertakings, recognizances, contractsof indemnityand otherwritingsobligatory inthe naturethereof.
ARTICLE 2. SECTION 9. - The signature of any authorized officer and the Seal ofthe Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed.
82; and In Witness Whereof, MERCHANTS BONDING COMPANY Mutual) has caused these esents to be signed by its Vice Pres A.D., 19 President, and its corporate seal to be hereto affixed, this &h
Attest: MERCHANTS BONDING COMPANY (Mutual)
dayof &Ut 0
STATE OF IOWA Veh+f
COUNTY OF POLK 19.
On this 25th dwof August , 19 93 . before me appeared M.J. Long and W.G. Brundage, to me personally known, who being by me duly worn did say that they are Vice President and Secretarynreasurer respectively of the MERCHANTS BONDING COMPANY (Mutual), the corporation described in the foregoing instrument, and that
the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal, at the City of Des Moines, Iowa the day and year first above written.
*..-*-*
.* ,LY N **- -w ** 0.. : e ..**...yo
** Or" ....... *5*v :
P .*- : +; *..e : Notary Public. Polk Counfy. Iowa : ;IOWA i : My cOmm16.9mn Explms
11-4-95 : % t :- :
-** -.* .*-
STATEOFIOWA ** 'RIAL ** COUNTYOFPOLK M.
I, M.J. Long, Vice ResidentoftheMERCHANTS BONDINGCOMPANY (Muhral),doherebycertifytfiatthg.abveand foregoing is a true and correct copy of the POWER OF ATTORNEY, executed by said MF$WDING COMPANY (Mutual). which is still m force and effect. . de,.-' ... u.T;c... **&:.Q P 0 /i', . 4 In Wttness Whereof, I have hereunto set my hand and affixed the seal of the Company, at m, : cc. 2 < ',q.
this 8th dayof July 19194 &l, <+
79, .. . 3' -.
0
'&. ... . ' \?**. ws power ~f anomey expies December 31,1995. ****.,..*.
MB 96
Pacific Ltd. a Jack Nickolaisen, Pre
7/13/94
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008-1989
Attn: Joe Frederico, Field Inspections
Re: Mary Y Montanas and Sidewalks Project #3391-2 & 3413
Gentlemen,
Our company has no owned or leased vehicles. The current autos being used are those of the employees,
and is therefore picked up under the “nonowned auto” indicated on the certificate. The “hired auto”
would provide liability coverage for any auto which we would need to rent for this project.
Based on our operations, we feel that we have complete automobile coverage at this time.
If you need further information, please contact our agent, Mr. Dick Fairchild of the Lawrence Group at a 619-235-6301.
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Ja D. Nickolaisen
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3010 5th Avenue San Diego * California * 92103
ENCE UNITED CORP.
DIEGO CA 92138 BOX 80187
NTERWEST PACIFIC, LTD.
010 5TH AVENUE
AN DIEGO, CA 92103
R'S 8. CONTRACTOR'S PAOT
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
CITY OF CARLSBAD
CARLSBAD CA 92008-1989 1200 CARLSBAD VILLAGE DR I-EFT. R4m4xmPTm~mm~x&~x
Must Be Completed
ENDT. NO. POLICY NO.
102168596
Complete Only When This Endorsement Is Not Prepared with the Policy Or Is Not to be Effective with the Policy
ISSUED TO EFFECTIVE DATE ON THIS ENDORSEMENT
INTERWEST PACIFIC, LTD. 7/5/94
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Date: July 13, 1994 TI : bian :/ Ihte west Pacific, Inc. 0
I F.x# a t (819)297-3013
. (i cluding cover) 4
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P&Je # :
Fdom i Jpy dabinson
I L'awrdnce United Corporation Insu3ance Agency of Southern California
City,of Carlsbad Certificate
b 4
~+r Diane:
P&r our cabve#satian today we are not able to issue a c+rtificate' af insurance with limy auto," as this coverage is nqt currently dravided under the automobile policy. Due to
the fact thht'there are no Dwned automobiles it is also not adailable.b'y F&nk Glynn.
P~I: my convefsation with Ruth Fletcher in the purchasing
department pf the Clty of Carlsbad you need to advise the c$ty, in wrjtidg, along with the certificate, that the firm bas no owneh.0: leased automobiles. The current autos being u&ed are thpse of the employees, and this is therefore,picked u$ under th,e 'fnonowned auto" indicated on the certificate. TFe ''hired r auto" would provide liability coverage for any ayto which ydu would need to rent for this project. Therefore, basqd on your operations, Interwest Pacific, Inca h 8 campletie B tomobile coverage at this time.
Ween this ib:fo ,mation is received by Ruth she will then pass
.tFie by the; ci$y attorney far approval. Should there be any further que:stigns at that time please contact Dick Fairchild
Stricerely,
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&@*cF Jo o inson,
count Executive I I
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If YOU DO NOTIRECEIVE THE TOTAL NUMBER OF PAGES INDICATED
(619)233-0340 !
,ABOVE PLEASE^ CALL (619)235-6301. our Facsimile # is
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STATE
INSURANCE
P.O. BOX 420807, SAN FRANCISCO, CA 941 42-0807 COMPENSATION * Fu N D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
*ltijLY 12, 2.994 POLICY NUMBER: 1258075 - $14
CERTIFICATE EXPIRES: 8-1-95
r CITY OF CARLSBAD
ATTN : BlfXLDIEIG DEPARTHENT %2rjCf CARLSSAD VLG DR
CARLSBAD CA $2068 L168 : NARY Y . ~~I~~~AN~~ d
81 DEWALKS PRffJECTZ
L
This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California
Insurance Commissioner to the employer named below for the policy period indicated.
This policy is not subject to cancellation by the Fund except upon ten days' advance written notice to the employer.
We will also give you TEN days' advance notice should this policy be cancelled prior to its normal expiration.
This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the
policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with
respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies
described herein is subject to all the terms, exclusions and conditions of such policies.
__
e &LE?
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EMPLOYER
r e ENTERNEST PACIFf;C LfD P 0 BfSX 479 DEL HAR 614 92024 NR
L
SClF 10262 (REV. 10-86)
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OPTIONAL
ESCROW AGREEMENT FOR SECURITY
DEPOSlTS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad
whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter
called "City'' and whose address is
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hereinafter called "Contractor" and
whose address is I hereinafter called "Escrow Agent."
1 as follows:
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree
Pursuant to Section 22300 of the Public Contract Code of the State of California,
the contractor has the option to deposit securities with the Escrow Agent as a
substitute for retention earnings required to be withheld by the City pursuant to
the Construction Contract entered into between the City and Contractor for
dated (hereinafter referred to as the "Contract"). Alternatively, on
written request of the contractor, the owner shall make payments of the retention
earnings directly to the escrow agent. When the Contractor deposits the
securities as a substitute for Contract earnings, the Escrow Agent shall now the
City within 10 days of the deposit. The market value of the securities at the time
of the substitution shall be a least equal to the cash amount then required to be
withheld as retention under the terms of the contract between the City and
Contractor. Securities shall be held in the name of the , and shall
designate the Contractor as the beneficial owner.
The City shall make progress payments to the Contractor for such funds which
otherwise would be withheld fiom progress payments pursuant to the Contract
provisions, provided that the Escrow Agent holds securities in the form and
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in the amount of
2.
1 amount specified above.
3. When the City makes payment of retentions earned directly to the escrow agent,
the escrow agent shall hold them for the benefit of the contractor until such time
as the escrow created under this contract is terminated. The contractor may
direct the investment of the payments into securities. AU terms and conditions
of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the escrow agent directly.
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The contractor shall be responsible for paying all fees for the expenses incurre
by the Escrow Agent in administering the Escrow Account and all expenses of tk
of the City. These expenses and payment terms shall be determined by the Ci?
Contractor and Escrow Agent.
The interest earned on the securities or the money market accounts held i
escrow and all interest earned on that interest shall be for the sole account (
Contractor and shall be subject to withdrawal by Contractor at any time and fro:
time to time without notice to the City.
Contractor shall have the right to withdraw all or any part of the principal in tl
Escrow Account only by written notice to Escrow Agent accompanied by Writtc
authorization from City to the Escrow Agent that City consents to the withdraw,
of the amount sought to be withdrawn by Contractor.
The City shall have a right to draw upon the securities in the event of default t
the Contractor. Upon seven days’ written notice to the Escrow Agent from tk
City of the default, the Escrow Agent shall immediately convert the sedties 1
cash and shall distribute the cash as instructed by the City.
Upon receipt of written notification from the City certifying that the Contract
final and complete and that the Contractor has complied with all requiremen
and procedures applicable to the Contract, the Escrow Agent shall release 1
Contractor all securities and interest on deposit less escrow fees and charges ( the Escrow Account. The escrow shall be closed immediately upon disbursemei
of all moneys and securities on deposit and payments of fees and charges.
The Escrow Agent shall rely on the written notifications from the City and tk
contractor pursuant to Sections (4) to (6), inclusive, of this agreement and tk
City and Contractor shall hold Escrow Agent Mess from Escrow Agent
release, conversion and disbursement of the securities and interest as set fort
above.
4.
5.
6.
7.
8.
9.
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The names of the persons who are authorized to give written notices or to
receive written notice on behalf of the City and on behalf of Contractor in
connection with the foregoing, and exemplars of their respective signatures are
as follows:
For City: Title
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Name
Signature
Address
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1 For Contractor: Title
Name
Signature I Address
For Escrow Agent: Title
Name c Signature
Address
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At the time the Escrow Account is opened, the City and Contractor shall deliver to tl
Escrow Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper office
on the date first set forth above.
For City: Title
Name
Signature
Address
For Contractor: Title
Name
Signature
Address
For Escrow Agent: Title
Name
Signature
Address
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RELEASE FORM
THIS FORM SHALL BE SUBMJTTED AND APPROVED PRIOR TO APPROVAL OF
MONTHLY PROGRESS PAYMENTS
NAME OF CONTRACTOR:
PROJECT DESCRIPTION:
PERIOD WORK PERFORMED:
The above-named Contractor hereby acknowledges upon payment in the full amount
specified all compensation of whatever nature due the Contractor for all labor and
materials furnished and for all work performed on the above-referenced project for the
period specified above with the exception of contract retention amounts and disputed work
or claims specifically shown below.
RETENTION AMOUNT FOR THIS PERIOD: $
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DlSPUTED WOWCLAIMS
DESCRIPTION OF DISPUTED WOWCLAIM
The Contractor further expressly waives and releases any claim the Contractor may have,
of whatever type or nature, for the period specified which is not shown as disputed
work/claim on this form. This release and waiver has been made voluntarily by Contractor
without any fraud, duress or undue influence by any person or entity.
Contractor further certifies, warrants, and represents that all bills for labor, materials, and
work due Subcontractors for the specified period will be paid according to Public Contract
Code Section 20104.50 and Business and Professions Code Section 7108.5 and that the
parties signing below on behalf of Contractor have express authority to execute this
AMOUNT CLAIMED
JOR ESTIMATE)
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DATED: I PRINT NAME OF CONTRACTOR
DESCRIBE ENTITY (Partnership,
Corporation, etc.) 1
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Title:
By: I Title:
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SPECIAL PROVISIONS
PART I. SUPPLEMENTARY GENERAL PROVISIONS TO
STANDARD SPECIFICATIONS
FOR PUBLJC WORKS CONSTRUCXON
SECTION 1-1 TERMS. DEFINITIONS. ABBREWATIONS AND SyMBOLs: Modify Section
of SSPWC as follows:
To Section 1-1, add:
A. Reference to Drawings:
Where words "shown," "indicated," "detailed," "noted," 'kcheduled," or words of simil
import are used, it shall be understood that reference is made to the plans accompanyh
these provisions, unless stated otherwise.
B. Directions:
Where words "directed," "designated," "selected," or words of similar import are used,
shall be understood that the direction, designation or selection of the Engineer is intende
unless stated otherwise. The word "required" and words of similar import shall 1
understood to mean "as required to properly complete the work as required and
approved by the Engineer," unless stated otherwise.
C. Equals and Approvals:
Where the words "equal," "approved equal," "equivalent," and such words of similar impc
are used, it shall be understood such words are followed by the expression "in the opinic
of the Engineer," unless otherwise stated. Where the words "approved," "approva
"acceptance," or words of similar import are used, it shall be understood that the approv:
acceptance, or similar import of the Engineer is intended.
D. Perform and Provide:
The word "perform" shall be understood to mean that the Contractor, at her/his expens
shall perform all operations, labor, tools and equipment, and further, including tl
furnishing and installing of materials that are indicated, specified or required to mean th
the Contractor, at her/his expense, shall Wsh and install the work, complete in place ar
ready to use, including furnishing of necessary labor, materials, tools, equipment, ar
transportation.
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1-2 DEFINITIONS
Mow Section 1-2 as follows:
Agency - the City of Carlsbad
Eugineer - the City Engineer for the City of Carlsbad
Owner Operator - Any person who operates equipment or tools used in completing the
work who is employed by neither the Contractor nor a subcontractor and is neither an
agent or employee of the Agency or a public utility.
Own organization - When used in Section 2-3.1 - Employees of the Contractor who are
hired, directed, supervised and paid by the Contractor to accomplish the completion of the
Work. Further, such employees have their employment taxes, State disability insurance
payments, State and Federal income taxes paid and administered, as applicable, by the
Contractor. When used in Section 2-3.1 - Construction equipment that the Contractor
owns or leases and uses to accomplish the Work. Equipment that is owner operated is not
part of the Contractor's Own Organization and will not be included for the purpose of
compliance with section 2-3.1 of these contract documents.
SECTION 2 - SCOPE AND CONTROL OF THE WORK: Modify Section 2 of SSPWC as
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2-3.1 GENERAL, eighth paragraph
Except as specified in this section the Contractor shall perform, with its own organization,
Contract work amounting to at least 50 percent of the Contract price. Within the meaning
of this section Contract work shall include all of the elements used to complete the
construction of discrete portions of the Work. A discrete portion of the work is a single
bid item and all of the costs associated with the labor, equipment and materials used to
construct or install the bid item. The individual components of labor, equipment or
materials that are used to construct or install a bid item are not severable. For determining
the percentage of work performed the value of a bid item shall be the contract unit price
extended by the quantity of units completed. The performance of the actual labor involved
in the installation or construction of an item is the principal indicator of what force the
work is performed by. As an example, the individual cost of a material can not be
separated from the cost of the labor necessary to construct or install the material when
computing the percentage of Contract work performed by the Contractor's own forces.
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Add the following:
2-3.3 SUBCONTRACTOR ITEMS OF WORK
where a bid item or any portion of a bid item of the Work is subcontracted the amount
the subcontract shall include all labor, materials and equipment required to complete tl
subcontracted bid item or portion of the item designated. Where only a portion of a b
item is subcontracted the Bidder shall stipulate in the bid documents what portion of tl
work required to complete the bid item is to be performed by subcontract and what portic
the Bidder proposes to perform. The value of material incorporated in any subcontractc
bid item that is supplied by the Contractor shall not be included as any part of the portic
of the Work that the Contractor is required to perform with its own forces.
Add the following:
2-3.4 PENALTIES AND REMEDES
Should the Contractor fail to adhere to the provisions of Section 2-3.3 preceding the Ci
may at its sole option elect to cancel the contract or to deduct an amount equal to 1
percent of the value of the work performed in contravention of said sections from paymen
that would otherwise be due to the Contractor all in accordance with section 4110 of tl
California Public Contracts Code.
24 CONTRACTBONDS
Delete the third sentence of the first paragraph having to do with a surety being listed
the latest revision of US. Department of Treasury Circular 570.
Modify Paragraphs three and four to read:
The Contractor shall provide a faithful performance/warranty bond and payment bo1
(labor and materials bond) for this contract. The faithful performance/warranty bond shi
be in the amount of 100 percent of the contract price and the payment bond shall be
the amount of 50 percent of the contract price. Both bonds shall extend in full force an
effect and be retained by the city during the course of this project until they are releasc
according to the provisions of this section.
The faiW performance/warranty bond will be reduced to 25 percent of the origin
amount 35 days after recordation of the Notice of Completion and will remain in full fori
and effect for the one year warranty period and until all warranty repairs are completc
to the satisfaction of the city engineer.
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The payment bond shall be released six months plus 35 days after recordation of the Notice
of Completion if all claims have been paid.
Add the following:
AU bonds are to be placed with insurers that have a rating in Best's Key Rating Guide of
at least A-:V and are authorized to conduct business in the state of California and are listed
in the official publication of the Department of Insurance of the State of California.
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2-5 PLANS AND SPEQmcATToNS
To Section 2-5.1, General, add:
The specifications for the work include the Standard St>ecifications for Public Works
Construction, (SSPWC), 1991 Edition, and the 1992 supplement, hereinafter designated
"SSPWC", as issued by the Southern California Chapter of the American Public Works
Association; and as amended by the Special Provisions section of this contract; City of
Carlsbad Standard Special Provisions for construction; Caltrans Standard Specifications
(July 1992), as modified in the special provisions, for traffic control plans, signing and
striping plans, traffic signal plans, pedestrian ramps and rip rap; Carlsbad Municipal Water
District Rules and Regulations for Construction of Public Potable Water Mains (October
1993); City of Carlsbad Standard Sewer System Design Criteria, (revised May 1993), and
as amended by the Special Provisions section of this contract.
The Construction Plans consist of 20 sheet(s) designated as City of Carlsbad Drawing No.
336-1. The standard drawings utilized for this project are contained in the May 1992
edition of the San Dieao Area Renional Standard Drawings, hereinafter designated SDRS,
as published by the San Diego County Department of Public Works, together with the City
of Carlsbad Supplemental Standard Drawings, Carlsbad Municipal Water District Standard
Drawings for Public Potable Water Mains, Carlsbad Municipal Water District Standard
Sewer Systems, and Caltrans Standard Plans (1992). Copies of pertinent standard
drawings are enclosed with these documents.
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1 2-5.3 %OD Drawinffs:
Adding the following to Section 2-5.3;
When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's
certification that he has reviewed, checked and approved the Shop Drawings and that they
are in conformance With the requirements of the Contract Documents. The following
Contractor's certification shall appear on all submittals:
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"It is hereby certified that the (equipment, material) shown and marked in tl
submittal is that proposed to be incorporated into this Project, is in complian
with the Contract Documents, can be installed in the allocated spaces, and
submitted for approval.
Certified by:
Date
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To Section 2-5, add:
2-5.4 Record Drawinns:
The Contractor shall provide and keep up-to-date a complete "as-built" record set 1
transpm~ sepias, which shall be corrected daily and show every change from the origin
drawings and specifications and the exact "as-built" locations, sizes and kinds of equipmer:
underground piping, valves, and all other work not visible at surface grade. Prints for th
purpose may be obtained from the City at cost. This set of drawings shall be kept on tl
job and shall be used only as a record set and shall be delivered to the Engineer upc
completion of the work.
2-6 Work to be Done:
Add the following paragraphs to Section 2-6:
Materials, supplies or equipment to be incorporated into the work shall not be purchasc
by the Contractor or the Subcontractor subject to a chattel mortgage or under a condition
sale contract or other agreement by which an interest is retained by the seller.
Whenever under this Agreement it is provided that the Contractor shall furnish materia
or manufactured articles, or shall do Work for which no detailed specifications are sc
forth, the materials or manufactured articles shall be of the best grade in quality an
workmanship obtainable in the market from firms of established good reputation, or, if nc
ordinarily carried in stock, shall conform to the usual standards for first class materials (
articles of the kind required, with due consideration of the use to which they are to be pu
In general, the work performed shall be in full conformity and harmony with the intent 1
secure the best standard of construction and equipment of the Work as a whole or in par
All equipment, materials, and supplies to be incorporated in the Work shall be new, unle:
otherwise specified.
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Add:
26.1 RECONSIRUCI' OR REPLACE
Construct the "removed" item in kind, except that materials and methods shall conform to
specifications.
2-9 SUWEYING: Modify Section 2.9 as follows:
The Contractor shall hire and pay for the services of a land surveyor licensed in the State
of California, hereinafter surveyor, to perform all work necessary for establishing control,
construction staking and records research as directed by the Engineer. The surveyor shall
perform all survey work, calculations and preparation of notes and exhibits associated with
this project, as directed by, and to the satisfaction of, the engineer. AU survey notes,
calculations and exhibits prepared by the surveyor for this project shall be provided to the
engineer within ten (10) days of preparation in a form and format acceptable to the
engineer.
The Contractor shall provide a survey to "As-Built" locations, line and grade, of the existing
improvements that are to be removed with the Mar y Montanyas survey. Two sets of field
notes shall be provided to the City prior to any demolition.
Two sets of grade sheets shall be provided to the City prior to work commencing in a given
area. One set of field notes for all surveying required herein shall be provided to the City within ten days of performing the survey.
Two sets of grade sheets shall be provided to the City prior to work commencing in a given
area. One set of field notes for all surveying required herein shall be provided to the City
within ten days of performing the survey.
The minimum survey requirements are as follows:
Stakes shall be set at 50 foot intervals as measured along the project stationing unless a
lesser interval is specified herein.
Rough sub-grade stakes on slopes shall be set at top of cut, toe of fill, or slope catch point
and crown line where no median exists. Large slopes shall have a line point set to aid in
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Rough sub-grade stakes for roadway section shall be set at edge of pavement and top of
Finish sub-grade stakes for sub-base base for the roadway section shall be set at edge of
pavement and top of curb.
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Finish sub-grade stakes for the aggregate base for the roadway section shall be at 25-fo
intervals at edge of pavement and top of curb and crown line where no median exis1
Intermediate stakes between edge of pavement and top of curb shall be set at 15-fo
intervals by either the surveyor or Contractor.
Finish rock grade stakes shall be at 25-foot intervals at top of cub, edge of pavement, ax all crown lines and grade breaks. Intermediate stakes between edge of pavement and tc
of curb shall be set at 15-foot intervals.
Storm drain staking shall be done at 25-foot intervals. Catch basins shall be staked
centerline and each end of the local depression.
Curbs/curbs and gutter shall be staked at 25-foot intervals, center line of driveways, ax
1/4, 1/2, 3/4 delta on returns.
Fills to finish grade at 25-foot intervals by the paving pass width shall be painted on t;
pavement prior to the first and last lift of asphalt on variable thickness pavement overla
requiring leveling courses. Paving pass width shall be as approved by the Engine(
Intersections showing specific finished asphalt grids shall be painted per the grid.
Add the followinz
2-12 CROSS SECTION DATA
Cross sections at 50 foot nominal spacing are available for inspection at the office of tl
Engineer. The cross sections consist of 4 sheets of varying size. Copies of the cro
sections can be made at the Bidder's request and expense by a bonded blue print firm th
has been approved by the Agency. Vellum originals of the cross sections may be held I
longer than 4 hours by the bonded blue print company. Any additional cross section da
shall be obtained by the Bidder or the Contractor at their own expense. The cross sectioi
were prepared for the Agency's use as a design tool. No representation is made as to tl
suitability of the cross sections for any use by the Bidder or Contractor. No representatic
as to the accuracy or completeness of the cross sections is made by the Agency. The crc
sections shall not be used to substitute for the survey requirements of section 300-2
SSPWC as modified by the special provisions of the contract documents. The cross sectio
may be used by the Agency to review information provided by the Contractor. Bidders sll
the Contractor are urged to verify the suitability of the cross section data for t
purpose(s) that they may use it. This does not apply to the Mar y Montanas project.
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SECI'ION 4 - CONTROL OF MA- - Modify Section 4 of SSPWC as follows:
1 MATERIALSAND WORKMANSHLP
To Section 4-1.3.1, Inspection Requirements, General, add:
All work shall be under the observation of the Engineer or his appointed representative.
The Engineer shall have free access to any or all parts of work at any time. Contractor
shall furnish Engineer with such information as may be necessary to keep berm fully
infomaed regarding progress and manner of work and character of materials. Inspection
of work shall not relieve Contractor fiom any obligation to fulfill this Contract.
Mom Section 4-1.4, Test of Materials, as follows:
Except as specified in these Special Provisions, the Agency will bear the cost of testing
materials and/or workmanship where the results of such tests meet or exceed the
requirements indicated in the Standard Specifications and the Special Provisions. The cost
of all other tests shall be borne by the Contractors.
At the option of the Engineer, the source of supply of each of the materials shall be
approved by him before the delivery is started. All materials proposed for use may be
inspected or tested at any time during their preparation and use. If, after trial, it is found
that sources of supply which have been approved do not liunish a uniform product, or if
the product from any source proves unacceptable at any time, the Contractor shall furnish
approved material from other approved sources. After improper storage, handling or any
other reason shall be rejected.
All backfill and subgrade shall be compacted in accordance with the notes on the plans and
the SSPWC. Compaction tests may be made by the City and all costs for tests that meet
or exceed the requirements of the specifications shall be borne by the City.
Said tests may be made at any place along the work as deemed necessary by the Engineer.
The costs of any retests made necessary by noncompliance with the specifications shall be
borne by the Contractor.
Add the following section:
4-1.9 Nonconforming Work
The Contractor shall remove and replace any work not conforming to the plans or
spedfications upon written order by the Engineer. Any cost caused by reason of this
nonconforming work shall be borne by the Contractor.
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SECTION 5 - UTILITCES: Modify Section 5 of SSPWC as follows:
5-1 LOCATION
Add the following:
The City of Carlsbad and affected utility companies have, by a search of known record
endeavored to locate and indicate on the Plans, all utilities which exist within the limi
of the work. However, the accuracy of completeness of the utilities indicated on the Pla
is not guaranteed. The Contractor shall no* the following agencies forty-eight (4i
hours prior to construction:
San Diego Gas & Electric 438-6200 Pacific Telephone 489-3441
Underground Service Alert 1-800-4224133
Daniels Cable Vision 438-5241
Carlsbad Municipal Water District 438-3367
City of Carlsbad Inspection Department 438-3891
54 RELOCATION
Add:
All existing sewer and water laterals, sewer cleanouts, and water meters within scope (
this work shall be located and protected by the contractor during construction. Tho:
water meters noted for relocation, and any sewer or water laterals or water meters show
or not shown on these plans that may be in conflict with sidewalk construction, shall 1
relocated, to back of sidewalk set to grade horizontally set to grade horizontally ar
vertically, per Carlsbad Municipal Water District Standard Drawing No. W-3 and/or Nl
s-7.
All utilities (power poles, valves, laterals, risers, etc.) within the public right-of-way th<
are noted for relocation or found by the contractor to require relocation will be relocatc
by the applicable utility company.
The temporary or permanent relocation or alteration of utilities, including servic
connection, desired by the Contractor for hisher own convenience shall be the Contractor
own responsibility, and the Contractor shall make all arrangements regarding such WOI
at no cost to the City. If delays occur due to utilities relocations which were not show
on the Plans, it will be solely the City's option to extend the completion date.
In order to minimize delays to the Contractor caused by the failure of other parties 1
relocate utilities which interfere with the construction, the Contractor, upon request to t€
City, may be permitted to temporarily omit the portion of work affected by the utility. ll
portion thus omitted shall be constructed by the Contractor immediately following tl
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relocation of the utility involved unless otherwise directed by the City. No additional
payment shall be due the contractor as a result of each delay.
SECXION 6 - PROSECUTION. PROGRESS AND ACCEPTANCE OF WORK: Mod@ Section 6
of SSPWC as follows:
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6-7 TIME OF COMPLETlON
The Contractor shall begin work within 15 calendar days after receipt of the "Notice to
Proceed and shall diligently prosecute the work to completion within 40 working days
after the date of the Notice to Proceed, exclusive of the maintenance period.
To Section 6-7.2, Working Day, add:
Hours of work - All work shall normally be performed between the hours of 7:OO a.m. and
4:OO p.m., from Mondays through Fridays. The contractor shall obtain the approval of the
Engineer to work outside the hours stated herein.
Contractor may work during Saturdays and holidays only with the written permission of
the Engineer. This written permission must be obtained at least 2 working days prior to
such work. The Contractor shall pay the inspection costs of such work.
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m 6-8 COMPLETION AND ACCXPTANCE
Add the following:
All work shall be guaranteed for one (1) year after the filing of a "Notice of Completion"
and any faulty work or materials discovered during the guarantee period shall be repaired
or replaced by the Contractor, at his expense. Twenty-five percent of the faithful
performance bond shall be retained as a warranty bond for the one year warranty period.
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6-9 LIOUIDATED DAMAGES
Mow this section as follows:
If the completion date is not met, the contractor will be assessed the sum of Four Hundred
Fifty Dollars ($450.00) per day for each calendar day beyond the completion date as
liquidated damages for the delay. Any progress payments made after the specified
completion date shall not constitute a waiver of this paragraph or of any damages.
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SECTION 7 - RESPONSIBILITIES OF CONTRACTOR Modify Section 7 of SSPWC
follows:
7-3 LIABILITY INSURANCE
Add the following:
All insurance is to be placed with insurers that have a rating in Best's Key Rating Guide
at least A-:V and are authorized to conduct business in the state of California and are list1
in the official publication of the Department of Insurance of the State of Califonria.
74 WORKERS COMPENSATION INSURANCE
Add the following:
All insurance is to be placed with insurers that are authorized to conduct business in tl
state of California and are listed in the official publication of the Department of Insuran
of the State of California. Policies issued by the State Compensation Fund meet tl requirement for workers' compensation insurance.
7-7 COOPERATION AND COLLATERAL WORK Add:
SDG&E, Pacific Telephone Company, and others will be installing, relocating, repairing ar
maintaining their respective facilities and the Contractor shall cooperate in coordinat5
and allowing access to the work site.
The Contractor shall cooperate with these organizations and their respective personnel ar
Contractors. The Contractor shall coordinate its work and operations so as to minimi
interference and shall allow access through the work site to adjacent areas.
No claims for additional compensation will be allowed for this cooperative and collater
work or any delays resulting therefrom.
The Contractor's representative shall attend bi-weekly construction coordination meetin,
at such times and locations as the Engineer shall direct. No separate payment for the
meetings will be made.
7-8 PROJECT SlTE MAINTENANCE
To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed twenty four (24) hours a day, seven (7) dq
a week, and at the City's request.
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Add the following to Section 7-8:
To Section 7-8.5 Temporary Light, Power and Water, add:
The Contractor shall obtain a construction meter for water utilized during construction
under this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall include the cost of water and meter rental within the
appropriate items of the proposal. No separate payment will be made.
7-8.8 Noise Control
All internal combustion engines used in the construction shall be equipped with mufflers
in good repair when in use on the project with special attention to City Noise Control
Ordinance No. 3109, Carlsbad Municipal Code, Chapter 8.48.
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7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
Modify this section as follows:
When a portion of a sprinkler system within the right-of-way must be removed, the balance
of the system shall remain operational. Existing facilities may be salvaged and reused with
u b the EngheeJs approval.
u -10 PUBLlC C0"cE AND SAFETY
:-IO3 Street Closures. Detours, Barricades.
Add to the first paragraph of 7-10.3, Street Closures, Detours, Barricades.
The Contractor shall conduct a prephase site construction meeting with the Engineer. The
prephase site construction meeting shall be set up to the satisfaction and subject to the
approval of the Engineer and conducted by the Contractor prior to the beginning of work
on each major work phase. These meetings are intended to help improve the quality of
construction, personnel safety on the project site, and safety of the traveling public. These
meetings shall include all subcontractors connected with the particular phase.
At each meeting, the Contractor shall indicate its current schedule for the phase, discuss
maintenance of traffic, traffic control, project site personnel safety, compliance with the
plans and specifications including quality construction, and all other pertinent subjects.
The number of prephase site construction meetings will be determined at the
preconstruction conference. No additional payment will be made for these meetings.
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Traffic controls shall be in accordance with Chapter 5 of the California Department (
Transportation "Traffic Manual", and these Special Provisions. In the event that t).
Contractor fails to install barricades or such other warning devices as may be required E
the Engineer, the City may, at its sole option, install the warning devices and charge tl-
Contractor $20/day/warning device.
Traffic Control Plans (TCP) shall be submitted to the City for approval for any constructia
activities for this project. Traffic control facilities shall be furnished installed and remove
for the lump sum price for temporary traffic control.
Street closure shall be approved in writing by the Engineer. Detour of traffic shall be j
accordance with the approved traffic control plan. Street closure shall be permitted od
during daylight hours. Contractor shall provide temporary measures to permit traffic t
pass through the work when the detour plan is not in effect.
ADD:
7-10.3.1 Maintaining Traffic
Attention is directed to Sections 7-10 SSPWC "Public Convenience and Safety". Nothing j
these special provisions shall be construed as relieving the Contractor from h
responsibility as provided in said Section 7-10.
If illuminated traffic cones rather than post-type delineators, are used during the hours (
darkness they shall be affixed or covered with reflective cone sleeves as specified j
Caltrans Standard Specifications, except the sleeves shall be 7 inches long.
Lane closures shall conform to the provisions in Section 7-10.3.3 entitled "Traffic Contrc
System for Lane Closure."
All construction traffic control devices shall be maintained in good order and according 1
the plan throughout the duration of work.
7-10.3.2 Traffic Control System for Lane Closure
A traffic control system shall consist of closing traffic lanes in accordance with the detai
shown on the approved traffic control plan, Caltrans Manual of Traffic Controls fc
Construction and Maintenance Work Zones (1990) and provisions under "Mahtahk
Traffic" or elsewhere in these special provisions.
The provisions in this section will not relieve the Contractor from his responsibility t
provide such additional devices or take such measures as may be necessary to maintaj
public safety.
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During the hours of darkness, as defined in Division 1, Section 280, of the Vehicle Code,
portable signs shown on the plans to be illuminated shall be, at the option of the
Contractor, either illuminated signs in conformance with the provisions in Section 12-
3.06B, "Portable Signs," of the Calm Standard Specifications; or Reflexite vinyl
microprism reflective sheeting signs; or 3M high intensity reflectorized sheeting on
alhum substrate signs of Seibulite Brand Ultralite Grade Series, encapsulated lens retro-
reflective sheeting signs; or equal.
If any component in the traffic control system is displaced, or ceases to operate or function
as specified, from any cause, during the progress of the work, the Contractor shall
immediately repair said component to its original condition or replace said component and
shall restore the component to its original location.
When lane closures are made for work periods only at the end of each work period, all
components of the traffic control system, except portable delineators placed along open
trenches or excavation adjacent to the traveled way, shall be removed from the traveled
way and shoulder. If the Contractor so elects, said components may be stored at selected
central locations, approved by the Engineer, within the limits of the right-of-way.
The contract lump sum price paid for "traffic control" shall include full compensation for
furnishing all labor (including flagging costs), materials (including signs), tools, equipment
and incidentals, and for doing all the work involved in placing, removing, storing,
maintaining, moving to new locations, replacing, and disposing of the components of the
traffic control system as shown on the plans, and as specified in these special provisions,
and as directed by the Engineer. Flagging costs will be paid for as a part of the Lump Sum
Amount for 'Traffic Control." Progress payment for "traffic control" will be based on the
percentage of the improvement work completed.
7-10.3.3 Traffic Control for Traffic Striping
During traffic stripe operations, traffic shall be controlled with lane closures, as provided
for under "Traffic Control System For Lane Closure" of these special provisions, or by use
of an alternate traffic control plan proposed by the Contractor and approved by the City
of Carlsbad. The Contractor shall not start traffic striping operations using an alternate
plan until he has submitted his plan to the Engineer and has received the Engineer's
written approval of said plan.
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Full compensation for providing traffic control for applying traffic stripes and
pavement markers with bituminous adhesive shall be considered as included in
the contract lump sum price paid for temporary traffic control system and no
separate payment will be made therefor.
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Add the following to Section 7-10.4, Public Safety:
7-10.4.4 Safetv and Protection of Workers and Public
The Contractor shall take all necessary precautions for the safety of employees on the WOI
and shall comply with all applicable provisions of Federal, State and Municipal safety lav
and building codes to prevent accidents or injury to persons on, about, or adjacent to tl
premises where the work is being performed. He/she shall erect and properly maintain
all time, as required by the conditions and progress of the work, all necessary safeguart
for the protection of workers and public, and shall use danger signs warning again
hazards created by such features of construction as protruding nails, hoists, well holes, ar
falling materials.
7-13 LAWS TO BE OBSERVED
Add the following:
Municipal ordinances which affect this work include Chapter 11.06. Excavation an
Grading.
8 FAcIllTIES FOR AGENCY PERSONNEL
Delete this section.
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PART XI. SUPPLEMENTAL PROVISIONS TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUmON
FOR CON!iXRUCTION MAlXIUALS If
200-2 UNTREATEg BASE MATERIAL
Untreated base material shall conform to Section 26-1.02 of the Caltrans Specificatiom
Class I1 aggregate base.
201-1 PORTLAND CEMFiNT CONCRETE
I 201-1 General. Modify Section 201-1 of the SSPWC as follows:
Mow Section 201-1.2.4, Admixtures as follows:
(b) Air-entraining Admixtures
Last paragraph amend to read: "A tolerance of plus or minus 1-1/2 percent is allowed.
The air content of freshly mixed concrete will be determined California Test Method No.
504."
201 -1 -4 Job Site Mixing. Job site mixing will not be permitted except as followed pursuant
to Subsection 201-1.4 of the SSPWC or as otherwise authorized by the Engineer.
Modify Section 201-1.4.3, Transit Mixers, as follows:
Add after listing of information for weighmasteis certificate: "Transit mixed concrete may
be certified by mix design number, provided a copy of the mix proportions is kept on file
at the plant location for a period of 4 years after the use of the mix."
201-3.3 Expansion Joint Filler and Joint Sealants. Delete Section 201-3.3, Polystyrene
Joint Filler, in its entirety.
203-6 and 4004 ASPHALT CONCRETE
Asphalt concrete shall be class C2-AR 4000 for surface course, and B-AR 4000 for base
course.
Modify Section 203-6.6.1, Batch Plant Method, as follows:
Third paragraph, delete 'land from the Engineer's field laboratory."
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Last paragraph, add after D 2172: "method A or B."
Modify Section 203-6.8, Miscellaneous Requirements, as follows:
Add the following: "Open graded asphalt concrete stored in excess of 2 hours, and an;
other asphalt concrete stored in excess of 18 hours, shall not be used in the work."
Second paragraph, amend to read: r'Unless otherwise specified, AR4000 paving gradc
asphalt shall be used for Type 111 asphaltic concrete, and AR-8000 paving grade asphal
shall be used for asphalt concrete dikes."
Modify Section 400-4.2.4, Fine Aggregate, as follows:
Add: "The total amount of material passing the No. 200 sieve shall be determined b1
washing the material through the sieve with water. No less than 1/2 of the materk
passing the No. 200 sieve by washing shall pass the No. 200 sieve by dry sieving."
Add the following paragraph: "Fine aggregate shall be tested for soundness in accordanc
with ASTM D-1073, and shall not exceed fifteen percent (15%) loss by weight."
Mow Section 400-4.3, Combined Aggregates, as follows:
First paragraph, add: "ASTM D-2419 Test Method may be substituted for Test Method Nc
Calif. 217."
210 - PAINT AND PROTECXW COATINGS: Modify Section 210 of SSPWC as follows:
210-1.6.1 Paint for Traffic Stripinn, Pavement Marking and Curb Marking.
Paint for traffic striping shall be rapid dry water borne in accordance with Stat
Specification No. 8010-91D-30.
212 - LANDSCAPE AND IRRIGATION MATERIALS
Landscape Specification Addenda
All provisions of the SSPWC shall apply PO the work as if bound herein, plus the followin:
Section 212-1 Landscape Materials
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212-1.1.2 Class A Topsoil, add the following:
After rough grading, soil samples shall be taken from enough locations on the site tc
represent an adequate cross section of conditions.
Soil Test shall be performed by a soil testing laboratory (pre-approved by the Engineer).
The test shall indicate but not be limited to the following: I
A. Organic matter content
B. N, P, K
C. pH
D. EC
E.
F.
Soil texture (silt, clay sand)
Recommendations for amendments, leaching, and maintenance fertilization.
The results and recommendations of the soil testing laboratory shall be submitted to and
approved by the Engineer. The approved recommendations for amendments and backfill
shall be incorporated into the landscape plans prior to the start of construction and shall
become part of the approved plans. Products specified by product name by the soil lab in
the recommendations may be substituted with "or equal" products approved by the
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212-1.4.2 Trees
Root control barriers shall be fabricated from a high density and high impact plastic such
as polyvinyl chloride, ABS or polyethylene and have minimum thickness of 0.06 in. The
plastic shall have 1/2 - 3/4 inch high raised vertical ribs on the inner surface spaced not
more than 6-8 inches apart.
212-1.5 Headers. Stakes and Ties.
212-1.5.3 Tree Stakes. Add the following:
Tree stakes shall be two (2) inch diameter lodge pole pine of lengths required, pointed on
end. Tree ties shall be commercially manufactured ties made from black tire casings, cut
to a minimum ten (10) inch length and held in place by 12 gauge galvanized wire; or split
plastic hose with a minimum length of twenty (20) inches.
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PART m. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS FOR CONSI'RUCITON METHODS
300 EARTHWORK
300-1.3.2 Reauirements. Modify (a) Bituminous Pavement as follows:
Sawcutting as shown in plans will be required at limits of bituminous pavement removah
Where only the surface of existing bituminous pavement is to be removed, the method c
removal shall be approved by the Engineer, and a minimum laying depth of two (2) inche
of new pavement material shall be provided at the join line.
The contractor shall not perform any AC or existing aggregate base removals without fin
giving sufficient notice to the project inspector. Failure to give sufficient notice shall b
cause for the City to refuse payment for work performed.
300-2 Unclassified Excavation. Add the following:
Unclassified Excavation shall include compaction of the top one foot of subgrade in th
roadway prism to 95% relative compaction.
300-2.9 Payment Mom this section as follows:
Payment for all clearing and grubbing and unclassified excavation will be made at th
contract lump sum price, and no additional compensation will be allowed therefore.
300-4 UNCLASSIFIED FILL. All fills shall be constructed in conformance to this sectio:
except as follows:
300-4.2 Preparation of Fill Areas. Add the following to this section:
Areas to receive fill, including areas over excavated as directed by the engineer, shall b
scarified to a depth of 6 to 8 inches, brought to near optimum moisture conditions ani
compacted to at least 90 percent relative compaction.
300-4.9 Measurement and Payment. Modify this section as follows:
All costs for unclassified fill shall be included in the Lump Sum price bid for Unclassifiel
Excavation and no additional compensation will be allowed therefore.
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301 -1 SUBGRADE PREPARATION
General.
Supplement Amendments, relating thereto.
Recornpaction of subgrade to a twelve inch (12") depth is an integral part of the roadwaj
section (structural section and typical section) for the entire roadway except in area tc
receive AX. overlays. Payment for subgrade preparation shall be included in the contraci
bid price for Unclassified Excavation and shall include all operations and equipment tc
compact or recompact all subgrade, either in cut areas or in fill areas, to 95% maximm
dry density (ASTM-1557) and no further compensation will be allowed.
Mow Section 301-1 to include the applicable portions of the Regiona I.
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302-5 ASPHALT CONCRETE PAVEMENT
General. Placement of asphalt concrete pavement shall conform to Section 302-5 of the
SSPWC as modified herein:
302-5.5 Distribution and Smeading. Modify this section as follows:
After second sentence of sixth paragraph add: The spreading and finishing machine used
to construct the asphalt concrete surface source shall be equipped with an automatic screed
control for surface course paving. The automatic screed control shall be 30 feet minimum
length. The paving machine shall be operated by an operator and two full-time screed men
during all paving.
The surface course shall be 2 inches thick. Leveling courses shall be installed in a variable
thickness pavement section as directed by the Engineer. Tack coat will be required
between the interface of existing pavement and new pavement and when new pavement,
in the opinion of the engineer, is dirty enough to preclude bonding between successive lifts
of asphalt.
302-5.6.1 Rollinn General. Mod@ this section as follows:
Second paragraph, Part (2), add:
Pinched joint rolling procedures shall be required, vibratory rollers shall be limited to
breakdown, unless otherwise directed by the Engineer.
After last paragraph, add: "Unless directed by otherwise the Engineer, the initial
breakdown rolling shall be followed by a pneumatic-tired roller as described in this
Section."
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303-5 CONCRETE CURBS. WALKS. GUTIERS. CROSS GUTTERS,
ALLEY INTERSECIIONS. ACCESS RAMPS AND DRIVE34AYS
303-5.1.3 Drivewav Entrances. Modify as follows:
Driveways are to conform to Standard Drawing No. G14, as modified by City of Carlsba
Standards for Design and Construction of Public Works Improvements.
303-5.5.5 Alley Intersections, Access Ramps, and driveways. Modify as follows:
Finishing of access ramps (including pedestrian ramps) shall be as indicated on referenc
drawings. Special finishing tools are required for the perimeter scoring and herringbon
pattern (both left and right handed) for Caltrans ramps. Contractor shd have possessio
of such tools prior to starting work.
303-5.9 Measurement and Pavment. Add the following:
Curb and gutter and curb shall be considered as continuing across driveways and acce:
ramps when constructed adjacent thereto. Neither curb and gutter nor curb will be paj
for across the length of local depressions.
304-3 CHAINLINKFENCE
304-3.2 Fence Construction. Add the following:
Where a portion of an existing fence within the right-of-way must be removed, it shall 1
reinstalled new in-kind at the property line on private property.
Add the following sections:
304-5 WOODFENCES
304-5.1 General.
Materials for wood fences shall conform to sub-section 204.
304-5.2 Fence Construction. Add the following:
Fence construction shall be in accordance with the plans. Changes in line or grade whe:
the angle of deflection is 30 degrees or more shall be considered as corners and sloi
points, respectively, and corner or slope posts shall be installed at these points.
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304-5.3 Installation of Gates. Add the following:
The widths of any gates to be installed will be indicated in the plans or in th
specifications.
304-5.4 Wood Fences. Add the following:
Wood fences will be measured parallel to the ground slope along the line of the complete(
fence. Full compensation for clearing the line of the fence and disposing of the resultin!
material, excavating high points in the existing ground between posts, excavation an(
furnishing and placing concrete footings, connecting new fences to structures and existin$
fence as shown in the plans, and all gates, posts, and hardware required, and all painting, staining and preserving shall be considered as included in the contract unit price per linea
foot of fence and no additional compensation will be made therefor.
306 UNDERGROUND CONDUIT CONSIRUCITON
General. Modify Section 306 as follows:
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306-1.3.4 Compaction Requirements. Delete Section 306-1.3.4 and replace with the
Trench backfill shall meet City Standards.
SECTION 308 - LANDSCAPE INSTALLATION I 308-1 GENERAL. Add the following:
All landscaping operations shall comply with the City of Carlsbad's Landscape Manual.
308-4.5 Tree and Shrub Planting.
Amend each cubic yard of backfill for planting holes with a mixture of 30# gypsum, lo#
calcium carbonate lime, 1# iron sulfate and 2/3 cu. yd. organic soil amendment, blended
to homogeneous mixture.
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Fertilizer planting tablets (21 gram size) shall be placed with each plant at the followh
rates:
One (1) tablet per 4" pot container
Two (2) tablets per 5 gallon container
After preparation of the soil in accordance with specifications, the Contractor shall pla
one (1) tablet per each two (2) inches of box size container.
Pruning shall be limited to the minimum necessary to remove injured twigs and brancht
and to compensate for loss of roots during transplanting, but never to exceed one-tenth tl
branching structure. Pruning may be done only with the approval of, and in the presen
of the Engineer. Cuts over three-quarters of an inch shall be painted with an approved tr
sound paint.
Root control barriers shall be installed at the location shown on the plans following tl
manufacturer's instructions.
308-4.6 Plant Stakinn and Guying.
All boxed trees shall be installed per SDRS Drawing L-P and L-2.
308-5.4.2 Location. Elevation and SDacing
Add the following:
When a portion of a sprinkler system within the right-of-way must be removed, loca
additional sprinkler heads as necessary to assure complete coverage of the remahi
planting area.
308-7 Guarantee. Add the following:
All box trees installed under the contract shall be guaranteed to live and grow for one ye
from the day of hal acceptance of the contract work. Any material found to be dea
missing or in poor condition during the maintenance period, shall be replaced immediate1
The Engineer shall be the sole judge as to the condition of the material. Materid foul
to be dead or in poor condition within the guarantee period shall be replaced by ti
Contractor at his expense within fifteen days of written notification. Replacements sh
be made to the same specifications required. for the original plantings.
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SECTTON 310 - PAI"G: Modify Section 310-5 as follows:
310-5.6 paint in^. Traffic Striping. Pavement Markins, and Curb Markinns. Delete Section
310-5.6 and substitute the following:
310-5.6 Final Traffic Simhn. Stri~inn. Pavement Markinm
310-5.6.1 General. Traffic signing, striping and pavement marking shall conform to the
Plans; the State of California Traffic Sign Specifications; the State of California Department
of Transportation Standard Specifications Sections 56.82, 84 and 85; and the State of
California Department of Transportation Traffic Manual, all as supplemented and modified
herein.
310-5.7 Siming. Traffic signing shall conform to the following requirements.
310-5.7.1 General. The Contractor shall provide and install all final signs, markers and
markings and delineators at locations shown on the plans and specified herein.
310-5.7.2 Sim Materials. Signs shall conform to the current requirements of Section 56
of the State of California, Department of Transportation Traffic Sign Specifications specified
herein with the changes indicated.
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B with the following criteria:
"Specifications for Reflective Sheeting Aluminum Signs"
310-5.7.3 Sim Post Materials. Telescopic steel tubing for sign posts shall be in accordance
A. Materials
Galvanized finish, roll formed from 12 gage (0.105 U.S.S. Gage) cold rolled
steel, galvanized material ASTM Des A525 Grade A. Each face of the
finished tubing shall have 7/16 inch holes spaced 1 inch on centers.
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B. Standard Finishes
Galvanized material (cold rolled steel) hot dipped galvanized coating
conforming to ASTM specification A-525, Des. G-90. Comer weld is zinc
after scarfing operation.
2116194 I. @
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C. Tolerances
1) Nominal Outside Dimension. Inches. (Outside tolerance for al
sides at comers, inch 20.006.
1-1/4 X 1-1/4
2) Wall Thickness Tolerance
Permissible variation in wall thickness is 0.011 - 0.006 inch.
3) Convexity and Concavity
Measured in the center of the flat side, tolerance is +0.010 incl
applied to the specific size determined at the comer.
Sauareness of Sides and Twist
Nominal Outside Squareness Twist Permissible
Dimension, inches Tolerance, inch In 3 ft., inch
1-1/4 X 1-1/4 k0.007 0.050
4)
5) Strakhtness Tolerance
Permissible variation in straightness is 1/6" in 3 feet.
6) Comer Radii
Standard corner radius is 5/32" _t1/64"
7) Weld Flash
Weld flash on comer welded square tubing shall permit 9.64
Radius gage to be placed in the comer.
8) TelescoDinq
Using 10 gage (0.135) or 12 gage (0.105) square tub
Consecutive size tubes shall telescope freely for ten feet.
2/16!
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9) Hole Tolerance
Tolerance on hole size is 1/84' on a 7/16" hole size. Tolerance on
hole spacing 1/8" is 20 feet. Tubing holes are 7/16 diameter, one
inch on center, which accommodates standard 5/16" or 3/8" bolts.
Cutting dimension "A" allows clearance. All comer bolts are 5/6"
diameter.
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310-5.7.4 Installation of Traffic Si-. Traffic signs shall be installed at the locations
shown on the plans and as specified herein. The signs shall be mounted on posts in
accordance with City Standard Drawing No. 11. All fastening hardware is to be provided
by the Contractor. Where possible, install signs on luminaire pole.
310-5.7.5 Pawnent. All costs for final signing shall be included in the Lump Sum price
bid final for signing and striping and no additional compensation will be allowed therefore.
310-5.8 Markers and Delineators. Markers and delineators shall conform to the materials
and installation requirements specified in Caltrans Standard Specifications Section 82.
310-5.9 Traffic StriDes and Pavement Markins Traffic stripes and pavement markings
as indicated and required shall conform to the requirements specifled in Caltrans Standard c Specifications Section 84, except:
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The Contractor shall layout (cat track) immediately behind installation of
surface course asphalt and as the work progresses. The first coat of paint
shall be done immediately upon approval of striping layout by the Engineer.
The Contractor shall provide all materials required for execution of the 2.
3.
4.
Delete all references to measurement and payment;
Pavement striping and marking shall be applied in two coats, a minimum
of seven (7) days apart, and all streets shall include raised pavement
markers; temporary striping shall be applied in one (1) coat minimum.
Existing pavement markings in conflict with the plans shall be removed by
sandblasting by the Contractor; and
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5.
310-5.9.1 Payment. Final striping, signage, traffic and pavement markings as indicated
and required shall be included in the lump sum price bid for final signing and striping, and
no additional compensation will be allowed therefore.
2/16/94 I. @
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Final traffic signing and striping shall be paid for at the Lump sum prices bid and sha
include applicable labor, tools, equipment, materials and incidentals for doing all Work i
installing the traflic signing and striping.
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MODIFICATIONS TO SAN DIEGO REGIONAL
STANDARD DRAWINGS
The Standard Drawings for the City of Carlsbad shall be comprised of the current editior;
of the San Diego Area Regional Standard Drawings (SDRSD) as published by the Sar
Diego Department of Transportation & as modified by the additions and substitutions
listed below & the City of Carlsbad Supplemental Standards attached hereto.
Modifications to the San Dieno Area Regional standard Drawinys
D-
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General modification; refer to City of Carlsbad Engineering Department Policy
regarding installation of steps in all drainage structures.
Add: Width (including 'I?) to back of sidewalk, typically 5' (not 4'3''). 1 D-2
D-20 Delete.
D-27
D-40
D-70
D-75 Delete 'Type-A"
Add: A maximum of three (3) combined outlets in lieu of Std. D-25.
Add: 'T' dimension shall be a minimum of three (3) times size of rip rap.
Minimum width shall be 6' to facilitate cleaning.
1
Add: 6" x 6 x #10 x #10 welded wire mesh, instead of stucco netting.
E-1 Delete direct burial foundation.
Add: The light standard shall be prestressed concrete round pole.
G 1. General Modification: Minimum 6 Class I1 base material required under
all curb.
Concrete requirement within public right of way shall be 560-C-3250. 2. I G-3 Delete.
G4 Delete .
G-11 Add: Remove curb/gutter and sidewalk from score-mark to score-mark or from
joint to joint or approved combination.
G-12 Add: smooth trowel flow line (typical).
2/16/94 I. @
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G-13 Add: smooth trowel flow line (typical).
G-14 Change: Residential Thickness = 5%"
Commercial Thickness = 7?h"
G-15 Delete requirement 3.
G-26 Change: Thickness from 5%" to 71/2".
Add: Minimum 4" Class I1 base material required under all curb and gutter.
General: Agency shall be "City of Carkbad".
Add: To be used only With specific approval of the City Engineer.
General: Refer to City of Carlsbad Engineering Department Policy regardin
installation of steps in all sewer manholes.
Add: Type "C" shall be used for all plastic pipe.
Add: The distance along the pipe between the anchors shall be 16' for 1:
slopes, 18' for 1*/2:1 slopes; 20' for 2:l slopes and 24' for 3:l slopes.
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M-2
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s-9
S-13 Add: 5) Cleanout shall be constructed three feet (3') above rough grades.
2/16/!
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GRADE
C','Ra ,?ACE -?A.NS i 7: ONS AND
AffEAS SHAlL !ET E;(TE."iO ::I
RETZRNS , 3R I'/CjVAYS, ALLE'?
ENTRANCE:. Dii A?NY c-ii~~ i:
OPEN I ?JG.
SECTION
PLAN SUMP
SECTION
LOCAL DEPRESSION
R////A Y;5 W////2////////h
8
l ACK C2AT 8 A. C. 2?A'JE?dtE?,lT -- 1 --;,'a S;?"C"T 9NLY . r IA I I li.. o','E.=iA'( 79 ==E\/ j j2E S;Li@CT:- -- I ,y.AiVS i Ti ON.
y--- :/
9' C3tbiE.?!: : AL
j A.3. AS FiEGi'iEE3 2Y ?:.AN
=qo\/ j ,?C \&Ea;<E?jE3 ii;yE AT ' 5 I !J;1x : Jyv, ,::? 2: *-
T9P GF TaANSiTiCN.
2. REMOVE CVRB, C-UTTE~ 3 SIDF!4ALK X S?CWN A2GvE.
FORM AGAINST A.C. PA,'/E?nENT IF IN STZAIC-ST Cia€
AND FATCii WITk 207 MIX A.C.
WITH GUTTE,;~ LIP, GTWWISE FORM ON a.c. sm
- - i. A 2, \,
'C s-,~ I' . <, \ -1 \ r CUR8
FACE
-- 1,
A A 3' !' !Cl s [3FNCC.<
6' 36'
1 "S - , z.nS- -- ,d 25 "- , =;?E, 5LtC.CT3 FiNiS?. 3- ;!ICs !2ON P:?E{!J;>/, lu,\
-e , . , A';l#/ .!- ' ' - c " - ,-A- -. d 4vi u dl?*. ?~liN. ,~KE 1N EXISTIXG SiDFNALKS. FliL SA';i
I*?! .-.orrcI\ 7 -- ='*uti. 4 IU, 'JC3 CI ,
_I 1- mm p-c-c c-
vu I 'iVi T? \4uNL~~ i t CE CY~X\( AS EE*:U j5E) 3Y T'riE C; 7 536 !NE
i NS"f3TCJR.
f -A, -' ,mq, - -- ,.=r-*,i - = * 3: - --"e. I dii 2L.l#u-, 4,'. J
!,-I? -1 ?-\ - 5. /uta 3t;Ncr;\! PIPE A:ND -0L: ;o 9E =;!-LE3 'NITii C2IUC?ETE,
c. ,Ikl-:OX I'W -- 4- L3CATil2 3' kt\JliNIMUM 7:uM STZEET LIGnis,
m-
d!Y ?CCi<, c,= 2: i MIX r,E:flE>Ir :'dlOiiTA,?.
--n 1 I-- -h -c - ! *l'- --- VC. -- 112 i \I"I:flAYS , ','/ATE,? ME ; ~.ys, ZLESTE I CAL , 1 LLLY~ONE, AND C. A. T 'VAULTS, FFn- ,,ZSTALS, Y AN0 POLES. .
7. i:ISTA:iL 8" SR IO" OlA. FOR NEW SiGFNALKS.
9. klAii3CX S?L.LL 9E L3CATE3 A MINIML'M 3F 5' r'8OM. FlZE fiYDRAh
9. r:~Ml i it: i 5 RESPONSISLE Fl3R DAMAGE 73 ANY AND ALL PU8LIC -c- 7"-
IJTiLiTIES. [CALL SESljRE aIGGING.)
MAIL BOX STANDARD
\!, --- w- \IC'-=; . 6 1 t ' t' !,r ?tin 1 I-=- -c, , ,_. ,,~-, .,-, ,. _, ,.,- -t,u Lm, ,-LA: 2,F -_,I T==iji,-=c I vc- :-A -. .mL, I 5: -- C:!/lpA::E TO 9c::, 2)JC. --- ;b,+ I2" TO 3E 9z:< AND C=ZTici,Zz 3'< AN :?CY~\JE~ 7:;
i. \
i ?!G i-1~~~EATZ,$'!.
-r ,P - -I.---- -,-- , ,ut~~ i>JC '2'- I , -- _.. , L ; uc,;VAi~:, ---- -- 70pl?/ 7 , --.a?-
2 )j - ;, F : "
TL> I I !1G LA3CsA:c,RY.
I:NC,q=:= 3o3( C;C"/E=TS, <yALL 3: !SZMFACTE3 -3 $23;
A,\: 7 I L- 2LtC'iV -3 z: 4",o, A?iD ,4L,y ~ , ,- ILL/ 3v ;1iu r??:; d4kW 4, , v;;t=,
-c--.-,c- SrOi T- c,, . -r.
-9 ---
BASE ;\12-5,7 iAL$ s?A!'L eE C~,,f,,1F~~-~~ rz $z;< A:;: '"=,Ti _--- 1 - r iz) sy 2:~
Ai=C~~~,jZ.? id 7;:- 1-41 i NG LAEGE,IT~~V,
poqc'j'E;# -fS- i ?!G i~~n~AA-~Ry,
-~ z cpc?,? ,,,/,LA /-- -- , ,: - - ; , :JG L;sCz.?.-.'?.\'
T2A,NS :L*", ICN LZ. 1 .'JLA, ?AGE 25-;,
3':'-c;SE <;s; 5.
c\. "it I .
ALL A$G;ife;:Tz 5L'S-ZLSE :JATE?;AiS SRAiL nc ci CLASS ; 2,s CLASS i i ?E*? i
C?NS '----- j 4',.f=J -j-- ZM.., ,\,JCTE? j *1Ls T3 sE ;pFsQ\#/E3 sy c ; T'{ E)JG ;NE-:
i2OM IUZVE?;I~E.? 73 FE2RUL2Y. L'NLE'SS 0"'" lIlL3WI SE A,F-XtOVE: -e-
-I '7' -em-, rrp I m- iOeS E2i -:3)J. ALL QkpLz CGN.
&-., 3N c
2'{ TEE -- -p-q -,,rr..r I NSPt:, I ui? 3~~tu ON ATbIOS?5E3 i C I cMPE.?ATL';IE.
;?iL ASFkALT IA'qi Nc ),fl X ')'ji LL SE AS =~3ii~~~WS:
,, ---- 79 I ME -l: ; =x ! AL
>dAJOR ;?fi i cx I AL
sctvN3AliiY MTE3 1 AL
3/C" MAX I !4CM CZU5Ss
3/$" MAX i MCM C2URSE
S/A" MAX I MCM C3URSE
3/$" MAX : MLM CGL'RSE
e---
-?"n,
C2L:Z2:2!? 3/4" MAX : !vlCM C,Z;RSE
~ :4cLs-3 : Ai
:;CAI-
"c;L-Jt->Ai
1' 1 "!
i /2" MAX ! !\KIM C3URSE
I /2" MAX: MCM C3L'RSE a)!, - -.-
1/2" MAX;?dUM C3URSE - HCL,
- I .'. ,,,\,.,8. ,,;*,\. ,."!,i C,L'=,E ,.., , -.e- ---. 4- 22, - .- -
3YR i YG '.iVAZzANTY ?E.= i OD OF T=ACTS OR BE'>/ELOFMENTS ,
XAY AS ~ Iv~~~~~~3 ay THAT OEVELOFMENT/EU I LE.?.
-. 1 ,:c IC 3il I i3E3/C)Eq>JEL
IS 2ES39NSIBLE &FOR ALL FiEFAi2S T13 ALL IMPROVEAEXTS IN CITY RIG:
c!?IOi? TO ,=[NAl 2CbiD 2ELEASE AT END OF 'NARRANTY <?E."iiOO OF TRACTS/
OE\IELCF?AENTS, ALL ASPHALT ?AVING WILL 3E FOG SEALE3 OR SLURRY
SEALE3, 2E?ENOE?4T UPON T2E CONOiTlON OF THE AS?YALT AS A C3NDIT
3F FihiAL A.CCL~;~NCE 9Y T;iE CiTY. ---,
,I r-r Li L 4"x 3"x 114"
PLAN
SECTION A-A
1. Hot dip galvanrra all parts afmr fabricm'on
wuca &z. - RLE 19Ull vii;
OAAWING WELDED STEEL GRATE FRAME
NUMBER 0-13 I
2 1/2"x 318" end kn
3/16" Fillet wdd oumb bar 3rd internal bar.
SECTION B SECTION C
NOTES:
1.
2.
3. Weight: 141 lk
Hot dip galvanize all pans after fabncatron.
oimemions to Cenmrlina of ban unless othenmta noted.
--
DRAINAGE STRUCTURE GRATE
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1 1/2" axceut Mere elevatre hwn inaicata ottlenvla. - a I I" R
1/2" R . ., -:*.: g 4 \ 'b ::.'.:a';. ...". L.S.5 - -----,- - ..
. .. .. .I.*. ,*;.&..;' ,-:? 0.. .. -: .. I&/
. .. -a . .* I,: .. . .b' ; i. ,. . ..
_' .'.or.. . ...... .. b.:' , . .4-. .
W r 1 LION
TYPE G & H CUR8
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WE i 'N sa n. I
G 124'1 1.24 E H 130"l 1.61 I
'with 6- curb fan.
NOTES:
1. Cantrela mall ba 5ZGC-2500.
2 Sa Stanoam Urawtng G-iO far joint details
3. Slop8 too of curb 1/4" per foot tmd mt
LEGEN0 ON PUNS
ammsmoEo 8'1 ruc SAN OIC~O G~ONAL numaos EDMIITTEE
$z?k% =%YS
'
RAWING NUMEER G-Z
SAN OIEGO REGIONAL STANDARD DRAWING cone. on I BVI ~00- I Oam iqma 1-
Nom 3 m . U ,+ 17-9B II I
~ . CURB AND GUTTER - COMBINED 11
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NON-CONTIGUOUS
Wwkenao PTana Joint
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CONTIGUOUS
1. Conurn shall he 5211-C-ZSOO. 2 Sea Standard Onvrtnq G-3 and G-10 for joint detaik
LEGEND aN PLANS
WUP4 1; - R.LE. 1- -
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NOTES
1. hUanQan Joinn-at arb nmrnr. adiacant to mucrum and at 45' intrnrau
2 Weakened Rani loinn-- ar mid point of arm mmm, when nquina.
3. 114" Warn --with 1/4" radius edgo at 5' in-
(Ser Standard Oramng G-IO).
and at 15' h?Wt fmm P.CL3.f (Sea Standard Orawing G-10).
Revision !8vl Aoaravee 1 Date SAN OIEGO REGIONAL STANDARD DRAWING ::$~w~u~~~E~w~!
Raoenv Line
! . A aUINIIMUM i5 GALLON c,";,
i S .?;E~~IJ I RE:.
2. :?DE CF TREE 70 a~ ?LA;;
',VI Li 3E IN AC~S~~A,UCE $I
i4-E 'CITY OF CA:;7LSJAO i! APo?oVED STzCET 72EZ j .
3 715: 'VINYL 3R ,QUBeE3 30s~
At40 '&f[RE, ;!GGRE Z!GiiT 7;E.
?aVE?dE?lT C2 5 j 3SNAL:I
2CCT CCNTiiGL JLaa7E.q 'l%i
3F CL'RB, Si3CNALK 3R ST:
SCiL MIX SACKFlLi
7EE IS PLANTE~ ~tTili~ j
COMPACTE3 SOIL MIX
min 8 i--?--- min j
TREE PUNTTNG - LEVEL GRC TREE PLANTlNG - SLOPES
Chmfer as
naadsd ta
et iminora
Too of ball 1- abow fmhd grade.
4” Ben firmly mmwd
min
SHRUB PLANTING - LEVEL GRO SHRUB PUNTING - SLOPES
Aninon I avl Aaoramo I Oan SAN DIEGO AEGlONAL STANDARD DRAWING ::~~&~l”,’~
rr I.CL llml -
ORAWING I NUMBER L-
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! I ~ TREE AND. SHRUB PLANTING I
I - WdP&.
Hate: LOOP shall be 1" greater in diameter man
No. 12 jaimnized wire, min.
PUN
2 nakes ana 2 ries. Tie nee trunk 6" abaw / bending moment of tres.Ee should provide
flexibility of rrunk bur oar ailow wobing
Of trunk aqaina stake. Cut stakes off 6"
TREE STAKING - L-VEL GilOUNO TREE STAKING - SLOPES
._-. -"
. Sidewalk to be removed for tree planting shall be s~~iut fi
5. Immediate notificatiar shaU be g~vm to the engineer of i
# 4 -.Reinfonq ban on fo
lap 15" at cornen. Z!'l"min. cover mer mnfcnement. -
grade improvements arcountered.
i'nclsrurceo Groono -'
PLAN
AECOMMENCEO 87 THE
N :-d ;; : gi
;; f!z a s' &I :z< $sa, -1
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.uu 5 &$
5; . 5 a- S -.A- 3
2 2% 21 U
iy ct *I
fi " -J 01 ..a@.-, :I d7 4 y! %
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41 0 * si .. . a [jqi a. I9 $32: .D
> /i Y 2 14 :g @ $ 9; 3' p, -,a(u,:f .-
5, 5 j : it ' 2 .j;j;zi; 3. -.-!_ 4;:' ! 1 :I--. bbG
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08 ,I2 wl-: I so T$i v :v n7s 3 i( : ' i: I fif-f! -v1 iw G jt !; - g :la :f a* 5; SI
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-*-; 0
.f 0,
2-1 =? vI
,-I 4 22 I2 --
0
(1 a
21
).
Edge ai Footing m
L!
-4
1 - /I f A/ A layout line ~///////~//////j/~//~ -4---
I ! 1 kU
PLAN
1 1iZ . I stoping aackfill or
250 psi. live load surcharge
IYPICAL L Honrontal retnf. not shown
3' . 8"
NPlCAL SECTTON ELEVATlON
over 3' - 8"
DIME?ISlONS AND RElNFORCING S
H (mx) I 5'-4" 3'. 8
T (mint I 0'- 10" 1 0'- 1 . W (mini 5'. 0" r.9 3 ban 1 i4@l18' 1 -
additional nates and derails.. @ ban 1 d6@T6" 1 d4@
1. See Standard Orawtngs C-7 and C a 'or
2 Fill all hlack cells wth grout.
.# 4 C arouna opening ~~~~~~~~n to "or,,,at
Gaiv. neet a cum helgnt in IO fr.
an borh sioes unless otherwise noted- continuous i
I' 1 li 1:
SECTION 6-8
PLAN
Rounded Dioe ends
4. .ir 4 around pioa
SECTTON C-C SECTlON A-A
2. Types are designated as follows: (no wng) Y. (one wing) 8-1, (hno wings} 8-2. 3. Exposed edges of Cancrere shall be rounded with a radius of 1/2".
4. When V exceeds 4' steps shall be insallad. Sea Standard Urawing 0-1 1 for details. 5. Concrete gutter to match adjacent gumrs.
6. An expansion joint shall be placed at rha ends of me inkt where the ntrb is to adjoin. 7. Provide I/&' tooled groove in top dab in line with be of djaent ma. 8. Surface of top slab shall be sidewalk finishad ;o drain toward Stmt at a sfope of l/4" per foot.
9. Maintain 1 112" dear saacing bemn reinforcing and glrtacs unlcn othervvita noted.
LEGENO ON PI
15'Type B-1 a a 15'L
CURB INLET - TYPE B
horizontal reinforcing, Lee rable.
hot dipped galvanized
STEP DETAIL
NOTES
1. Concrete shall be 56fJC.3250 unless othemisa noted.
2. Reinforcing ml shall comply mth this drawing unless othenwse specified.
3. Reinforcing steel shall be inwrmediarr grade deformed ban contormlng to lata ASTM soesiiisations.
4. Bends mall be in accordam with latm ACI code.
5. Minimum splice length for reinforcing shall be 30 diameters.
6. Floor shll have a wood trowel finish and, except where used as junction boxes. shall have a minimum
7. Depth V it measured from the top of the strucfure to lhe flowline of The box.
8. Wall thickness and reinforcing stel required may be decreased in accordance wltn table above.
9. Wall thiskness shall be stepped on the outside of the box.
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slooe 3f 1" per foot toward the outlet.
10. When the Str~tture depth V exceeds 4', steps mati be cas into rhe wail at 15 incR intervals from
15" above floor to within 12 inches of too of Rructure. Where possible Place steps in wail without
pipe ooening, otherwin ow opening of smallest diameter.
11. .Alternate step may be an approwd steel reintored polypropylene steo.
Protection bar -
_..-
1' 1 Suooan Salt
1. Faca angle mall be CM into ~ructun continuous for the full fengm -L-.
2 All exposed metal parts to be hotdipped qalvanczea after fahncanon.
3. When a& inlet opening height (HI exteedt V instat1 1" a steel prodon bar.
4. lmtall additional ban at 3 i/Z' dear spacing above fim bar wen opening axtrrdt 13'.
5. When arb inla opening length exceeds 8' innall 1' 1 met wopor~ bol& spa at .
not man than 5' O.L
SECT10 N
Foe m be finished
RM wim arb. - I
Oprionai brealc':ine inr CUB
in existing cum and ptter. SECTION A-A
SECTION 8-8
Orain mait not occupy
the hatmed area
BLOCK CORNER
SIDEWALK !,'YDERDRP.IN PIPE
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?O" diamatar stnv footing,
Omit if rnaaway u an-.
HALF ELNATlON DOUBLE SWING GATE
I. All footing shall be 520-C-2500 c~ncrel??. 2. The following i@ms shall ba furnished and installed only wnen shown on the plans and/or called for in the rpecial provisions: - a. Bthxivrire
Lock type fork hoch
LEGENO ON PUNS
WALK GATE 4-a
&aLL2+ - &Z./ c.rrrr R.CE. 19c01 3r CHAiN LINK GATE
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hIZOntal brae8 ntth ;T(Is rod may be used
as an alternate to a diagonal brace.
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END AND CORNE POST ASSEMBLY
Line urn at 1000' ma. lntamlr braced and trutsad In both ~IWBO~ -
LINE POST BRACING
Horizontal brach w~th 38" ~ert crus roa
zonal bra wtth
GATE ASSEMBLY
Scwaon ley Aporovl
RECOHYEMOEO SEGIOMAC STANOAR01 dY rME CilMUltTEE SAM OlEGO
NUMBER cn'h* M-20
SAN DIEGO REGIONAL STANDARD DRAWING
CHAIN LINK FENCE 1 T 4-7idC r
Coolnularot R C E CZIlD Oar8
ORAWING D ETA I LS f
+~sAMEamSK)Ns WEN ~tirS~-l TOREARffm8.
1. COWRKRXSHPLLAOJUSTW VALVE 8 METER eOX To EG. AFER SIDEWALK IS INSTUD 8 APPROED.
2. DSm WILL SET METER NO BaLL VALVE.
3- LllL CW€R JOINTS SHU BE SILVER SOLERED
4. TAP TO WIN To BE MINIMUM CF 18' FROM
lrv mMarJcE WTH sF€ClFICARONS.
NEAREST CCUPLM CR TAP.
I . THE LATERAL SHAlL BE -THE SAME AS THE MLUN LINE SEWER.
2. IN NO CnSE SMU A LATERAL CClWECT TO THE SEWER MAIN DIRECTLY ON W OF THE RE.
MINIMUM SLOPE.
4. AU JOIN75 ON SEWER LATERAL PIPE SW 8E CWpREssiON TYPE OR
APPROVED SOCVENT WELD.
5. AS- BUILT SEWER LPTERAL -TION SHAlL 6€ RlRNlSHED TO THE CITY INSPECTDR ON FORMS PROVIOED PRIOR TO FINAL APPROVLU, OF WORK
6. ALL LATERAL TRENCHES TO mR1 LINE AND SEWER MAIN TRENCHES TC 8E COMPACTED PER SS.
GRACE AFTER RNAL FINISH GRADING
3. SEWER IATERLILS SHALL HAVE A 2%
7. CtEAN- OUT TO 8E ADJUSTED TO
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July 11, 1995
Interwest Pacific, Ltd.
3010 Fifth Avenue San Diego, CA 92103
RE: BOND RELEASE - CONTRACT NO. 3391-2 AND PROJECT NO. 3413
SIDEWALK REPAIR
The Notice of Completion for the above-referenced project ha recorded. Therefore, we are releasing 75% of the Performance Bond
Please consider this letter as your notification that $351,859.2 of Merchants Bonding Company (Mutual) Faithful Performance Bond No CA-703501, is hereby released.
A copy of the recorded Notice of Completion is enclosed for you
records.
&*- Assistant C't Clerk
Enc.
c: Engineering Construction Inspection Merchants Bonding Co.
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-280
2) -.P /’-! >p--/+d-,-.. w e