Addendum No. 2
CITY OF ROSEMEAD
CALIFORNIA
ADDENDUM #2
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
Date Issued: October 4, 2022
Addendum 2, Page 1 of 1
Addendum for: Delta Avenue SR2S Sidewalk Gap Closure Project From Mission Dr To
Wells Street, Project No. 21029
Addendum No.: 2
Addendum Date: October 4, 2022
Issued by: City of Rosemead
Reminder 1: Please sign Addenda Acknowledgement on page CBF-7 of Bid Package Section
Titled “Contract Bid Forms”. Entire Contract Bid Forms section shall be
submitted as Bidder’s Proposal.
Addendum 2 revises the bid due date/time as follows: The City will receive electronic bids
through PlanetBids at: https://pbsystem.planetbids.com/portal/54150/portal-home OR sealed
bids at the City Clerk’s office, City Hall, 8838 Valley Blvd, Rosemead, CA 91770 up to 10:30
AM on Tuesday, October 11, 2022.
Addendum 2 revises the Bid Schedule again. Please see Attachment A – Revised Bid
Schedule per Addendum 2. All contractors are required to submit this Revised Bid Schedule
as part of their bid to be considered responsive.
Addendum 2 removes Part C – Technical Provisions of the Bid Package, and issues Revised
Technical Provisions. See Attachment B – Revised Technical Provisions per Addendum 2.
Addendum 2 reissues Revised Project Plans. Please see Attachment C – Revised Project Plans
per Addendum 2. The revisions per Addendum 1 and 2 are shown as revision clouds on these
revised plans.
Attachments:
Attachment A - Revised Bid Schedule per Addendum 2
Attachment B - Revised Technical Provisions per Addendum 2
Attachment C - Revised Project Plans per Addendum 2
Issued by City of Rosemead
ATTACHMENT A - REVISED BID SCHEDULE PER ADDENDUM 2
BIDDER: ________________________
Addendum 2, Attachment A, Page 1
REVISED BASE BID SCHEDULE PER ADDENDUM 2
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1 Clearing and Grubbing including all removals,
relocations, per plans and specifications. 1 LS $___________ $__________________
2 Disposal of Waste Materials 1 LS $___________ $__________________
3 Earthwork-Export. (excavation) 260 CY $___________ $__________________
4
Remove and Construct PCC curb ramp per
SPPWC Std. Plan 111-5., CASE B, Type 4,
modified per plan. Including retaining curb,
guard rail and all incidentals complete in place
as shown on the plans, details, and
specifications.
1 LS $___________ $__________________
5 Remove, dispose and Construct 4-Inch thick
PCC Sidewalk per SPPWC Std. Plan 113-2. 11,100 SF $___________ $__________________
6
Remove, dispose and Construct 6-inch thick
PCC Driveway per SPPWC Std. Plan 110-2,
including all incidentals complete in place as
modified per plan, details, and specifications.
10,610 SF $___________ $__________________
7
Remove, dispose and Construct 8-inch curb
and gutter per SPPWC Std. Plan 120-2, A2-
8(200) including all incidentals complete in
place as modified per plan, details, and
specifications.
35 LF $___________ $__________________
8 Remove, dispose, and Construct 6" thick PCC
Pavement per plans and specifications 3,050 SF $___________ $__________________
9
Install new chain link fence, gate. Including all
incidentals complete in place, per plans, details,
and specifications. 620 LF $___________ $__________________
10
Demolish, dispose exist. wall, salvage exist.
wrought iron fence, gate, clean and paint and
install on new wall. Construct reinforced
masonry block wall per SPPWC Std. plan 601-
4, type 1. Including all incidentals complete in
place, per plans, details, and specifications.
Location: 4430 & 4611 Delta Ave.
76 LF $___________ $__________________
11
Demolish, dispose exist. wall, salvage exist.
wrought iron fence, clean and paint and install
on new wall. Construct reinforced masonry
retaining wall per SSPWC Std. plan 618-3, type
B. Including all incidentals complete in place,
per plans, details, and specifications.
Location 4416 Delta Ave.
35 LF $___________ $__________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 2
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
12
Construct reinforced masonry retaining wall per
SSPWC Std. plan 618-3, type B with wrought
iron fence, driveway gate, including all
incidentals, grading, earthwork, complete in
place, per plans, details, and specifications.
Location: 8405 Wells St.
60 LF $___________ $__________________
13
Construct reinforced masonry retaining wall per
SSPWC Std. plan 618-3, type B with wrought
iron fence, including all incidentals, grading,
earthwork, complete in place, per plans, details,
and specifications.
Location: 4418, 4422, 4426 Delta St.
86 LF $___________ $__________________
14
Construct 6-inch to 18-Inch high variable
retaining curb Including all incidentals complete
in place, per plans, details, and specifications. 780 LF $___________ $__________________
15 Remove and Construct 8-inch-thick Asphalt
pavement per plans and specifications 140 Ton $___________ $__________________
16
Remove, dispose, and construct colored
concrete (sunbaked clay color) crosswalk
including all incidentals complete in place per
detail "E" on sheet D1 and specifications.
1,250 SF $___________ $__________________
17 Adjust existing utility Pull Box to grade. (Water,
Gas, Irrigation) 30 EA $___________ $__________________
18 Remove existing and install new mailbox 18 EA $___________ $__________________
19 Relocate existing mailbox per detail “H” on
sheet D1 5 EA $___________ $__________________
20
Furnish and Install 24-inch box tree
(lagerstroemia indica 'Muskogee' or Cercis
canadensis 'forest pansy) Including all
incidentals complete in place, per plans, details,
and specifications.
14 EA $___________ $__________________
21
Furnish and Install 5-gal hedge tree @3-feet
O.C (Texas Pivot) Including all incidentals
complete in place, per plans, details, and
specifications.
10 EA $___________ $__________________
22
Remove and relocate existing Mango Tree per
SPPWC std. plan 518-3 and tree well std. 519-
3, including all incidentals complete in place per
plans, details and specifications.
1 EA $___________ $__________________
23
Remove existing and Furnish and Install 1-inch
copper water line including all incidentals
complete in place per San Gabriel Valley Water
District Standards.
90 LF $___________ $__________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 3
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
24
Coordinate with the Water Company for Water
Company to Adjust Water Meter to grade,
complete in place including new water line,
fittings and incidentals per San Gabriel Valley
Water District Standards. Contractor shall
coordinate with the water company and ensure
to maintain water service to the impacted
residents at all times during construction, this
may include temporary services as necessary,
which will be provided by the Contractor.
11 EA $___________ $__________________
25 Furnish and Install 1-inch PVC irrigation Sleeve 300 LF $___________ $__________________
26
Coordinate with the Southern California Gas
Company to Adjust Gas Meter to grade,
complete in place including new gas line, fittings
and incidentals per SCG.
4 EA $___________ $__________________
27
Budget Allowance for Water and Gas Meter
adjustment reimbursement. The meter
adjustment work will be done by the Water
Company or SCG. or by Utility Purveyor at
direct cost with no markup allowed. Contractor
will obtain all necessary permits and approvals
from the Utility Purveyors, and pay for any fees.
This budgetary allowance bid item will
reimburse the Contractor based on actual cost
to obtain all necessary permit approvals from
Utility Purveyors.
1 LS $35,000.00 $35,000.00
28
Remove and replace the concrete brick
pilasters, and salvage and adjust existing gate
to new grade at 4410 Delta. Per detail “F” on
sheet D1. Including all incidentals complete in
place, per plans, details, and specifications
1 LS $___________ $__________________
29
Signing and Striping Including ADA pavement
markings, including all incidentals complete in
place, per plans, details and specifications.
1 LS $___________ $__________________
30 Paint All home address numbers on existing
curb 1 LS $___________ $__________________
TOTAL BASE BID AMOUNT IN NUMBERS $__________________
TOTAL BASE BID AMOUNT IN WORDS: _______________________________________
______________________________________________________________________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 4
ADDITIVE ALTERNATE BID SCHEDULE
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1
Cold Mill existing Asphalt Pavement
Tapered Header Cut to edge of gutter
from 2-inch to 0-inch (6-feet wide)
20,840 SF $___________ $__________________
2 Construct 2-inch-thick Asphalt Pavement
ARHM-GG-C (PG 64-16). 810 Ton $___________ $__________________
3
Remove, dispose and Construct 8-inch
curb and gutter per SPPWC Std. Plan
120-2, A2-8(200) including all incidentals
complete in place as modified per plan,
details, and specifications.
390 LF $___________ $__________________
4 Adjust existing Utility water/gas valves to
Grade 6 EA $___________ $__________________
5 Adjust existing Sewer/Storm drain MH to
Grade 5 EA $___________ $__________________
6 Crack Seal asphalt pavement per
standard specifications 1 LS $___________ $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN NUMBERS $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN WORDS: _____________________
______________________________________________________________________________
ATTACHMENT B - REVISED TECHNICAL PROVISIONS PER ADDENDUM 2
TP-1
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT NO. P21029
PART “B”
PART “C”
TECHNICAL PROVISIONS
TP-2
TECHNICAL PROVISIONS
TP 1 - SITE MAINTENANCE
1.01 General. The Contractor shall maintain the construction site in a neat and orderly
condition, free from trash and waste construction materials at all times. Unattended
construction materials, equipment, and trash shall be left in a manner to not constitute a fire
hazard nor become a nuisance or danger due to rain, wind, or other forces of nature.
The Contractor shall provide and maintain enclosed toilets for the use of employees
engaged in the work. These accommodations shall be maintained in a neat and sanitary
condition. They shall also comply with all applicable laws, ordinances, and regulations
pertaining to public health and sanitation of dwellings and camps.
The Contractor shall provide proper barricades with flashing lights properly working and
temporary fencing to insure a safe construction site. The Contractor shall maintain the work
site in a manner that assures adequate access to workers and other authorized personnel.
The Contractor shall provide proper traffic control in all construction areas.
1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to
abate undue dust. Application of water for dust control shall be under the control of the
Engineer and shall be applied in the amounts and at locations designated by the Engineer
or other City Representatives.
1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm
or other water from flowing uninterrupted along the existing street drainage courses.
Diversion of water for short reaches to protect construction may be permitted if public or
private properties are not threatened with damage. Should such diversions be necessary,
the Contractor shall obtain written permission from the applicable public agency or property
owner before the Engineer will permit any diversion of water outside rights-of-way or normal
drainage courses.
1.04 Protection of Existing Improvements. Construction operations shall be conducted in a
manner that assures all permanent facilities and improvements, as well as temporary
improvements which remain during the life of this contract, are not subject to vertical
settlement or horizontal movement. The Contractor shall work around all existing utility
facilities. During construction the Contractor shall cooperate with the owners of any utility
that has manholes, vaults, valve covers or any other facilities within the construction area.
These facilities shall be completely protected by the Contractor. The Contractor shall
exercise care to prevent asphalt material from being deposited on concrete surfaces. Unless
otherwise specified, all costs for protection of existing improvements shall be absorbed in
the various items of work and no separate payment shall be made for them.
1.05 Restoration of Existing Improvements. All existing improvements removed or
damaged during construction shall be reconstructed in accordance with the applicable
TP-3
provisions of the Standard Specifications for Public Works Construction, 2009 Edition,
(hereinafter referred to as the Standard Specifications). The Contractor shall replace or
restore existing improvements to their original condition to the satisfaction of the Engineer at
no expense to the City.
1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste
material shall become the property of the Contractor and shall be disposed of by the
Contractor outside the limits of work in accordance with the applicable ordinances and
regulations of governmental agencies having jurisdiction.
1.07 Final Clean Up. After completion of all other work required under the contract, the
Contractor shall, at no expense to the City, clean up the work site including any and all
properties used by the Contractor during construction to the satisfaction of the Engineer.
The Contractor shall remove and dispose of all excess materials. The Contractor shall
repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or
nature which has been moved, damaged or altered in any way by the Contractor’s
operations. The Contractor shall return all roadway and adjoining surfaces to their original
condition and appearance.
The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing
asphalt pavement or concrete pavement during paving operations. The Contractor shall
slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all
asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on the
concrete pavement, Contractor shall sand blast the affected area to its original condition
and to the satisfaction of the Engineer or City Representatives at no additional cost. Any
and all of these requirements shall be at the Contractor’s expense.
1.08 Payment. No separate payment will be made for Site Maintenance. All costs for
furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work
involved, as specified herein and as directed by the Engineer, shall be included in the prices
bid for the various contract items of work.
TP- 2 - CLEARING AND GRUBBING
2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items:
A. 2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items:
In conformance with the California Integrated Waste Management Act of 1989 (AB-939), the
City will require that all construction materials and dirt removed from the project site be
deposited at a recycling center. Certification from the recycling center will be required
as part of this bid item.
TP-4
A. Maintaining dust control at all times by watering.
B. Providing traffic control and maintaining access, security and safety including all
signs, barricades, flashers, covers, plates and chain link fencing as specified
elsewhere in these specifications. Contractor shall provide a Traffic Control Plan
prepared and stamped by a Registered Traffic Engineer for City Approval.
C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve
covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other
existing structures.
D. Removing, storing, and replacing removable and portable items and their safe
handling and keeping.
E. Providing temporary pumps, conduits, and any other necessary means to convey
waste waters in order to bypass the construction as needed and as approved by the
Engineer.
F. Saw cutting Portland cement concrete and asphalt concrete pavement for
construction of smooth and straight joins.
G. Removing, relocating and replacing all sprinkler lines, heads, valves, and other
landscaping items interfering with the construction of improvements.
H. Removing and disposing of all existing improvements interfering with the
construction of new improvements and/or as required elsewhere in these
specifications and not included in other bid items.
I. Restoring landscaping or any other miscellaneous improvements damaged
during construction.
J. Removing, replacing, tree pruning, backfilling, and compacting miscellaneous
earthwork resulting from removing existing improvements that are not replaced and
where excavations were made for concrete forming.
K. Backfilling areas with clean topsoil; grading to join elevation of newly constructed
curb, parkway, sidewalk, and driveway approach; and seeding, watering, and caring
for rye grass or approved equal by the Engineer until the grass is established.
L. Providing all necessary means to prevent tracking of asphalt oil on existing or new
asphalt pavement during the paving operation and for restoring areas where asphalt
oil was spilled.
M. Coordinating the construction with all utility companies.
N. Obtaining permit from the appropriate water company for connection to fresh water
source and delivering water to the point of use and assuming payment of all fees and
payment for water used.
TP-5
O. Providing construction signs as specified in the Special Provisions of these
specifications.
P. Storing construction equipment and materials.
Q. Providing enclosed toilets.
R. Obtain services of a Land Surveyor to perform construction staking services of
grading and horizontal control.
S. Tree removal and Reuse
T. Temporary adjustment of the existing Mailbox. Contractor shall temporarily install
mailboxes behind the work limits during construction to ensure home continues to
receive mail delivery.
U. Sand Blast, clean and paint existing guard rail. Paint shall be non-corrosive and anti
graffiti. Color specified by City.
2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price
under Bid Item No. 1. Payment of the lump sum price bid shall include full compensation
for furnishing all labor, materials, tools, and equipment, and doing all work involved in
Clearing and Grubbing as specified above and as directed by the Engineer.
TP 3 - CONTRACTOR’S RESPONSIBILITIES BEFORE COMMENCEMENT OF
THE PROJECT
3.01 General. Due to the nature of this project involving some inconveniences, the
Contractor shall respond to all complaints associated with the project that include any
alleged damage to private property and/or vehicles, within 24 hours of notification. Failure to
comply with this provision will result in an additional penalty of $50.00 per occurrence. The
City reserves the right, after 24 hours of notification, to respond to the complaint and repair
the alleged damage. The Contractor shall reimburse the City for all costs involved in
addressing the complaint, including any administrative costs incurred by the City.
3.02 Notification of Affected Owners or Businesses. The Contractor shall distribute notices
informing those affected that construction will be performed in proximity to their property.
The notice shall be distributed not less than 24 hours before commencement of work. The
Contractor shall provide a sample notification to the Engineer for approval.
3.03 “NO PARKING” Signs. The Contractor shall post temporary “NO PARKING” signs at
no cost to the City. The “NO PARKING” signs will be in place not less than 24 hours prior to
performing the work.
TP-6
3.04 Payment. No separate payment will be made for Contractor’s Responsibilities Before
Commencement of the Project. All costs for furnishing all labor, materials, tools, and
incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
TP-7
TP 4 - EARTHWORK, ROADWAY EXCAVATION AND FILL
4.01 General. Earthwork, Roadway Excavation and Fill shall include excavating, removing,
hauling, disposing, and placing in fill embankment, using approved materials, to the
subgrade elevation indicated on the Plans. Roadway excavation shall include removal of
existing soil material, asphalt concrete pavement, Portland cement concrete pavement,
roadway base material, curb, sidewalk, and driveway approaches. The work shall also
include compacting original ground, providing and placement of fill material, overhauling,
finishing roadway subbase, and miscellaneous grading. Earthwork, subgrade preparation,
and finishing roadway shall conform to the applicable requirements of Section 300,
“Earthwork” and other pertinent sections of the Standard Specifications for the various items
involved and the following requirements.
The Contractor shall protect all work from inclement weather at all times. In the event of any
storm during construction, the Contractor shall provide means to divert runoff water carrying
silts, debris, etc., from entering the storm drain system as required by the Clean Water Act
and the NPDES.
4.02 Subgrade Preparation. Subgrade preparation shall conform to the provisions of
Section 301, “Treated Soil, Subgrade Preparation, and Placement of Base Material” of the
Standard Specifications. Subgrade shall be compacted as specified in Section 301-1.3,
“Relative Compaction” of the Standard Specifications. Finished subgrades shall not deviate
more than 0.02 feet from the theoretical grading plane.
4.03 Unsuitable Material. To the best of the Engineer’s knowledge, no unsuitable material
will be encountered below the grading plane on this project. However, should unsuitable
material be encountered, it shall be removed and replace with select material from the site
at the direction of the Engineer all in accordance with the provisions of Section 5 of the
Technical Provisions of these Specifications.
4.04 Fill. Fill shall be placed in lifts compatible with the type of compaction equipment used
but no greater than 8 inches in thickness, and shall be compacted to a minimum relative
compaction of 95 percent relative compaction as specified in Section 301-1.3 of the
Standard Specifications. Each fill lift shall be treated in a similar manner. Subsequent lifts
shall not be placed until the preceding lift has been approved by the Engineer. Fill soils
shall consist of excavated onsite soil or imported soil approved by the soils engineer. All
organic or deleterious material shall be removed from the fill material prior to placement and
compaction. All imported fill shall be granular and non-expansive or of low expansion
potential (plasticity index less that 15%). Rocks, asphalt concrete, and Portland cement
concrete larger than 4 inches in diameter shall not be used unless they are sufficiently
broken down.
4.05 Safety Precautions. All excavation shall be performed, protected, sheeted, shored,
braced, and otherwise supported as required for safety and in the manner set forth in the
operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the
TP-8
State of California. Barriers shall be placed in such locations as necessary along
excavations to warn all pedestrian and vehicular traffic of such excavations.
4.06 De-Watering. The Contractor shall provide and maintain at all times during
construction, ample means and devices to promptly dispose of all water from any source
entering structural excavation, conduit trenches, or other excavations. De-watering shall be
accomplished by methods which will insure a dry excavation, the preservation of final
grades, and proper soil conditions.
4.07 Disposal of Excess Excavated Material. All excess excavated material shall become
the property of the Contractor and shall be removed from the site and disposed of by the
Contractor at no expense to the City.
4.08 Payment. Payment will be made at the lump sum price bid under Bid Item 3 for
Earthwork, Roadway Excavation And Fill. All costs for furnishing all labor, materials, tools,
and incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
TP 5 – COMPACTED SELECTED FILL (If Applicable)
5.01 General. The subgrade under removed curb and gutter, sidewalk, driveway apron,
curb ramp, local depression, cross gutter, and street pavement shall be inspected prior to
placing forms. Unsuitable subgrade material, as determined by the Engineer, shall be
removed and replace with selected fill material and compacted to not less than 95 percent
relative compaction as specified in Section 301-1.3 of the Standard Specifications. The
extent of removal and replacement shall be determined by the Engineer.
5.02. No separate payment will be made for Compacted Selected Fill. All costs for
furnishing all labor, materials, tools to remove the unsuitable subgrade, place and compact
selected fill, and complete the work specified, and incidentals and doing all the work
involved, as specified herein and as directed by the Engineer, shall be included in the prices
bid for the various contract items of work.
TP 6 - SHORING FOR EXCAVATION
6.01 General. The Contractor shall conform to requirements of State of California Labor
Code Section 6500. The Contractor shall obtain approval from the State Division of the
Industrial Safety and/or OSHA for shoring to be used in the inspection of the project.
6.02 Payment. No separate payment will be made for Shoring for Excavation. All costs for
furnishing all labor, materials, tools, equipment and incidentals and for doing all work
involved in furnishing, installing, and removing shoring for excavations, as specified herein
and directed by the Engineer shall be included in the prices bid for the various contract
items of work.
TP-9
TP 7 - REMOVAL, HAULAWAY, AND DISPOSAL OF MATERIALS
7.01 General. The Contractor shall remove, haulaway, and dispose of all existing AC
pavement, PCC Pavement, curb, curb and gutter, sidewalk, driveway, storm drain pipe
(CMP), catch basins, sewer pipes, and other improvements including barrier poles,
landscaping, trees, and irrigation facilities as noted on the Plans and interfering with the new
construction unless otherwise noted on the Plans.
7.02 Payment. Payment will be made at the lump sum price bid under Bid Item 2.
Payment of the lump sum bid price for furnishing labor, materials, tools, equipment and
incidentals, and for doing all work involved as specified herein and directed by the Engineer.
TP 8 – COLD MILLING ASPHALT CONCRETE PAVEMENT (If Applicable)
8.01 General. The contractor shall cold mill the existing asphalt concrete pavement as
dimensioned on the plan and as directed by the Engineer, all in accordance with Section
302-5.2, “Cold Milling Asphalt Concrete Pavement” of the Standard Specifications.
8.02 Thickness of Cold Milling. The thickness of cold milling shall be as shown on the
Plans and corresponds to the thickness of the asphalt concrete overlay.
8.03 Payment. Payment for cold planning asphalt concrete pavement shall be made on
square foot basis and at the unit price bid under Alternate Bid Item 1. The unit prices paid
shall include full compensation for furnishing all labor, materials, tools, and equipment and
doing all work as specified herein and as directed by the Engineer, including removal and
disposal of all loosened material, sweeping, and dump fees.
TP-9 - COLD PLANING ASPHALT CONCRETE PAVEMENT
9.01 General. The Contractor shall cold plane the asphalt concrete pavement roadway
area within the limits of the project as dimensioned on the plan and as directed by the
Engineer, all in accordance with Section 302-1 “Cold Milling Asphalt Concrete Pavement” of
the Standard Specifications. Cold planning shall be as indicated on the plans.
9.02 Payment. Payment for cold planing asphalt concrete pavement shall be made on a
square foot basis and at the unit price bid under Alternate Bid Item No. 1. The unit prices
paid shall include full compensation for furnishing all labor, material, tools, and equipment
and doing all work as specified herein including removal and disposal of all loosened
material, sweeping, dump fees, and incidentals and doing all the work involved as specified
herein and as directed by the Engineer.
TP-10
TP 10 – ASPHALT CONCRETE PAVEMENT
10.01 General. Asphalt concrete pavement shall be ARHM-GG-C (PG 64-16) and or D1
(PG 64-10) and shall be constructed in accordance with Section 203, “Bituminous Materials”
and Section 302-5, “Asphalt Concrete Pavement” of the Standard Specifications and the
Plans.
10.02 Asphalt Concrete. Asphalt concrete pavement shall be constructed in accordance
with Section 302-5, “Asphalt Concrete Pavement” of the Standard Specifications. Asphalt
concrete to be used by the Contractor as part of this work shall be C2-PG 64-10 or B-PG
64-10 or ARHM-GG-C (PG 64-16) and D1 (PG 64-10)
10.03 Subgrade. Asphalt concrete pavement shall be constructed on crushed
miscellaneous base as indicated on the plans and over compacted native subgrade.
Subgrade preparation for the pavement shall be as specified in Section 4 of these
Specifications.
10.04 Clean Concrete Improvements After Asphalt Concrete Pavement. The Contractor
shall remove all asphalt concrete pavement overlay that spills onto the concrete curb gutter,
cross gutter, local depression and all other concrete improvements. Removal shall be done
as soon as practical after the asphalt concrete pavement has been laid. Any oil or other
spillage onto concrete improvements shall also be removed in a manner to leave them
completely clean of any paving material.
10.05 Payment. Payment for Asphalt Concrete will be made at the unit price bid under Bid
Items 15 and Alternate Bid Item No. 2. The unit prices paid shall also include the crushed
miscellaneous base as indicated on the plans and full compensation for furnishing all labor,
material, tools, and equipment to complete the work specified herein and as directed by the
Engineer, including the costs for removal, disposal, and disposal fees. Subgrade
preparation and cleaning of concrete improvements will be included in the cost bid for
Asphalt Concrete Pavement.
TP 11 - PORTLAND CEMENT CONCRETE AND MASONRY CONSTRUCTION
11.01 General. Portland cement concrete construction shall be in accordance with Section
201, “Concrete, Mortar and Related Materials” and Section 303, “Concrete and Masonry
Construction” of the Standard Specification and as specified in the Standard Plans for
Public Works Construction (hereinafter referred to as Standard Plans) and details shown on
the Plans. The work required includes the removal and replacement of curb and gutter,
sidewalk, curb ramps, driveway replacement, cross gutter and local depression and the
construction as shown on the Plans.
11.02 Concrete Mix. Concrete for curb and gutter, and local depression, shall be Class
520-C-2500 concrete specified by class in accordance with Section 201-1.1.2, “Concrete
Specified by Class and Alternate Class” of the Standard Specifications.
TP-11
11.03 Curb and Gutter. Concrete curb and gutter shall be constructed in conformance with
Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access
Ramps and Driveways” of the Standard Specifications, shall be per Standard Plan 120-1
and details as indicated on the Plans. Curb and gutter shall be constructed to grade
specified on the Plans.
Curb and gutter shall not be poured monolithically with adjacent concrete improvements
such as sidewalk, driveway approach, curb ramp, etc. and shall be constructed on 4 inches
of compacted crushed miscellaneous base.
The Contractor shall remove and replace a minimum of a one-foot wide strip of asphalt
pavement beyond the edge of the gutter to accommodate the construction of the curb and
gutter. Curb and gutter constructed at driveway approach shall be poured separately from
the apron and paid for separately. Payment for curb and gutter shall include the crushed
miscellaneous base under the curb and gutter and the one-foot space beyond the edge of
the gutter for the asphalt pavement.
After removing forms for curb and gutter construction at locations where planted parkway is
specified, the space behind the curb shall be filled with selected backfill material to the
elevation of the top of the curb prior to seeding as specified.
11.04 Sidewalk. Concrete sidewalk shall be constructed in accordance with Section 303-5,
“Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and
Driveways” of the Standard Specifications and shall be per Standard Plans 112-1 and 113-
1. All sidewalks shall
be 4 inches thick. Weakened plane joints shall be constructed at regular intervals following
the pattern of existing sidewalk adjacent to the sidewalk being replaced or in the immediate
area.
Exposed roots within the subgrade area must be completely removed, voids backfilled and
compacted prior to placement of new sidewalk.
11.05 Local Depression. Portland cement concrete local depression shall be constructed in
accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley
Intersection, Access Ramps and Driveways” of the Standard Specification and shall be per
Standard Plan 313-1. All exposed edges shall be rounded to ½-inch radius. The thickness
of the local depression shall be 8 inches constructed on compacted crushed miscellaneous
base.
The asphalt concrete pavement shall be removed a distance of one foot around the local
depression to permit construction. The local depression shall be constructed on compacted
crushed miscellaneous base (Minimum 8 in. thick)
11.06 Concrete Pavement. Portland cement concrete local depression shall be constructed
in accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley
Intersection, Access Ramps and Driveways” of the Standard Specification and shall be per
TP-12
Standard Plan 132-2.
11.07 Curb Ramp. Concrete curb ramp shall be constructed in accordance with Section 303-5
of the Standard Specifications and shall be per Standard Plan 111-2 and 112-1. In addition, the
depressed curb and gutter shall be constructed separately from the ramp. The Contractor shall
protect in place and adjust valve covers and other structures that may be within the curb ramps
area to new grade at locations indicated on the Plans. The Contractor shall include as part of
the unit price bid for the construction of curb ramps, curb and gutter along ramps, detectable
warning (truncated domes), the cost of removal of curb, sidewalk and asphalt and/or concrete
pavement and construction of the curb ramp and asphalt and/or concrete pavement for the
entire area affected by the construction of the curb ramp.
After removing forms for curb ramp construction, the space left by the form and the area beyond
the form that was disturbed due to construction shall be filled with selected backfill material to
the elevation of the back of the curb ramp and restored to the conditions prior to construction.
Cost for curb ramps shall include the removal and replacement of additional sidewalk between
BCR and ECR (both locations). No additional payment will be made for additional sidewalk to be
replaced (if necessary) between BCR and ECR and shall be included as part of the Curb Ramp
Bid Item.
11.08 Payment. Payment for Concrete Construction will be made at the unit price bids
under Bid Items No. 4, 5, 6, 7, 8,14 & 16 and Alternate Bid No.3. The unit prices paid
shall include full compensation for furnishing all labor, materials, tools, and equipment to
complete the work specified herein and as directed by the Engineer, including the costs for
removal, disposal, and disposal fees. The unit price bid for curb and gutter includes the
cost of crushed miscellaneous base under curb and gutter
TP 12- REINFORCED CONCRETE MASONRY BLOCK
12 - GENERAL
12.1 SUMMARY
A. Section Includes:
1. Concrete block masonry.
2. Grouting of masonry.
3. Installing reinforcing steel bars in masonry.
B. Related Work Specified Elsewhere:
1. Furnishing and delivery of steel bar reinforcing for masonry.
2. Water repellent sealer.
12.2 SUBMITTALS
A. Mix Designs: Submit for mortar and grout.
12.3 JOB CONDITIONS
TP-13
A. Inspect and verify surfaces to receive Work of this Section. Report all conditions
that prevent correct installation of masonry.
12.4 QUALITY ASSURANCE
A. Tolerances: Unit masonry shall be placed within 1/8" of dimensions noted.
Reinforcement shall be placed within tolerances recommended by ACI Detailing Manual,
1980 Edition, Special Publication, SP-66.
B. REFERENCES, CODES AND STANDARDS: The following latest edition of the
references, codes and standards are hereby made a part of this Section and work shall
conform to the applicable requirements therein except as otherwise specified herein or
shown on the Drawings. Latest edition of references and codes adopted by the
Governing Agency shall apply. Nothing contained herein shall be construed as permitting
work that is contrary to code requirements.
1. California Building Code (CBC) latest edition.
2. ACI 530.1 – Latest Revision, “Specification for Masonry Structures”. PART 2
PRODUCTS
12.5 BASIC MATERIALS
A. Portland cement: UBC Std. 19-1/ASTM C150, Type I or II, low alkali; mortar cement or plastic
cement not permitted. Use one brand.
B. Hydrated lime: UBC Std. 21-13/ASTM C207, Type S.
C. Mortar sand: UBC Std. 21-14 and ASTM C144, minimum 4% passing No. 100 sieve,
uniformly graded fine to coarse.
D. Grout aggregates: UBC Std. 21-19 and ASTM C404, natural, Size No. 1 or No. 2 for fine
aggregate, Size No. 8 for coarse aggregate.
E. Mortar admix: None without prior approval of Architect and Structural Engineer.
F. Grout admix: Sika Chemical Corp. GA Grout Aid, type as required; no substitution.
G. Color pigment: Pure ground mineral oxides, non-fading, alkali and lime proof, factory
packaged, not more than 3 pounds per sack of cement.
H. Control joint filler: Dur-O-Wal "Rapid Control Joint", wide flange unless regular flange is
shown, approved sizes.
12.6 CONCRETE BLOCK MATERIALS
A. General: Block shall be as indicated on the drawings and conform to ASTM C90, Grade N-1,
steam-cured or yard air cured for 28 days, meeting Quality Control Standards of Concrete
Masonry Association, natural cement color smooth faced units unless otherwise indicated or
specified. Include matching jamb, lintel, control joint, bond beam, wall cap, and other special
shape, type, or size units as required.
TP-14
B. Colored Concrete Block: Same as above except integrally colored, color as selected from tan
or buff range of colors.
C. Slump Stone or Split-Face Concrete Block: Integrally colored of the color as selected from
tan or buff range of colors, with approved texture on all exposed faces and ends.
12.7 MORTAR AND GROUT PROPORTIONS AND MIXING
A. Strengths: Minimum compressive strengths, 1,800 psi for mortar and 2,000 psi for grout at 28
days unless noted otherwise.
B. Proportions: Accurately measure all mortar and grout by the volume method using calibrated
containers. Shovel measurements are not acceptable.
1. Mortar: Per 2103.3, one part portland cement, 3-1/2 to 4 parts sand based on dry loose
volume, and not less than 1/4-part nor over 1/2-part lime.
2. Grout: Per 2103.4, and as follows. Mix with enough water to produce consistency for
pouring without segregation.
3. Colored Mortar: Same as for mortar plus add color pigment to produce cured dry color
matching concrete unit color and the approved Sample.
C. Mixing: Place half of the required water and sand in an operating machine mixer; then add
portland cement, remainder of sand and water, and then hydrated lime. Machine mix not less
than 5 minutes after all ingredients are charged.
D. Retempering: Retemper mortar within one hour after leaving the mixer and maintain high
plasticity. Add water in a basin formed in the mortar and rework mortar into water. Discard all
mortar that is not used within one hour or that has begun to initially set.
EXECUTION
12.8 INSTALLATION OF CONCRETE BLOCK MASONRY
A. General: Lay out unit masonry to minimize cutting of units and use of odd joint sizes or bond.
Construct all masonry in accordance with Code and Concrete Masonry Association standards
for reinforced masonry. Place and embed in masonry anchors, bolts, reglets, sleeves, conduits,
and all other items furnished under other Sections, fully grouted in place. Work out details and
be responsible for size, position, and arrangement of embedded items and necessary openings.
Cut units by machine saw. Install only clean uncracked units.
B. Setting: Install masonry to preserve unobstructed vertical continuity of block cells. Full bed
face shells and cross webs in mortar. Fill header or end joints solid with mortar to a depth from
face of wall or unit not less than the thickness of the longitudinal face shells. Provide corner
bond by lapping units in successive vertical courses.
C. Cleanout Openings: Provide openings at the bottom of cells containing bar reinforcing, and at
each lift or pour of grout exceeding 48" height. Remove all overhanging mortar and other
TP-15
obstructions or debris from the interior of block cells. Seal cleanouts with matching whole units
and mortar Joints
D. Reinforcing: Use deep-cut bond beam units at horizontal reinforcing bars. Install open end
units for vertical bars unless otherwise shown. Hold vertical reinforcing bars in correct position
at top, bottom, and intervals not over 160 bar diameters between, and secure in place with
wood frames or similar devices as required for proper alignment. Install horizontal reinforcement
as erection progresses, laps wire tied. Maintain a minimum 3/4" clear space between masonry
and bars. Make laps and splices in bars not less than 40 bar diameters unless otherwise
indicated.
E. Grouting: Fill all cells with grout except where noted otherwise in the drawings. Pour in 4foot
lifts, waiting about 1-hour between lifts. Pour full height in each section of the wall in one work
shift. Consolidate grout by puddling or internal vibration, then reconsolidate about 10 minutes
later before plasticity is lost. Form horizontal construction joints by stopping the grout pour 1-
1/2" below the top of masonry units. High lift grout placement may be used at Contractor's
option as approved by the Architect and Structural Engineer and according to Code.
F. Bond and Joints: Lay units with 1/2-unit running bond, vertical joints in alternate courses
aligned and plumb. Make joints uniformly 3/8" size, concealed joints struck flush. Compact and
dense concave tool exposed joints with 1-1/2" diameter plastic or similar non-staining tool.
G. Weep Holes: Provide 1/4" diameter weep holes at bottom of ungrouted cells of exterior walls,
or provide weep holes at maximum 32" centers with drain slots under webs of intervening units.
12.9 WALL CONTROL JOINTS
A. Provide for walls where shown, control joint filler placed for full height of each joint. Caulk
exterior face of joints with elastomeric sealant.
B. Unless lesser distance apart is indicated on the drawings, construct control joints at 40’ on
centers.
12.9.1 PARGING
A. Parge walls wherever required to assure smooth surfaces to receive waterproofing.
B. Clean wall surfaces thoroughly. Apply Larson Products Co. Weldcrete bonding agent to
surfaces of wall in accordance with manufacturer's instructions.
C. Apply parge coat of Type S mortar, conforming to Title 24, Table 21-A (1 part Portland
cement, 1/4 to 1/2 part hydrated lime, 2-1/4 to 3 parts fine aggregate) with Laticrete latex admix
added per admix manufacturer's directions. Apply in 2 uniform coats to a total thickness of 3/4
inch. Scarify first parging coat to ensure full bond to subsequent coat.
D. Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. Damp cure
parging for at least 24 hours and protect until cured. Provide nailers if required for attachment of
membrane.
TP-16
12.10 CEMENT WASH ON WALL TOPS
A. Use mortar the matching masonry joints. Trowel dense and smooth with clean edges, sloped
as shown or directed, and cross score using an approved tool at nominal 32" centers. As soon
as hardened, cover with sealed plastic sheeting and keep moist for at least 10 days after
placing.
12.10.1 CURING
A. Keep newly constructed masonry damp for 3 days with regulated fog spray of water sufficient
only to moisten faces of masonry but not in an amount as to cause water to flow down over
masonry. Do not saturate masonry with water for curing or any other purposes and protect from
rain or flooding during curing period.
12.10.2 CLEANING
A. Clean mortar and grout off exposed surfaces immediately and as the Work progresses.
Acceptably repair imperfect joints, holes, defaced units, chipped edges or corners, and all other
defects, or replace the defective units as required for approval. Mortar or grout staining on
exposed masonry surfaces is subject to sandblast cleaning of the entire surface involved to
obtain clean uniform approved appearance, as directed and at no additional contract cost.
12.10.3 FIELD QUALITY CONTROL
A. Testing: Testing Laboratory shall test mortar and grout to extent shown, directed, or required
by Code.
B. Continuous Inspection: Required if indicated, and for high lift grouting operations.
12.11 Payment. Payment for Construct Reinforced Masonry Block Wall and Masonry
Retaining wall Construction will be made at the unit price bids under Bid Items No. 10, 11,
12 & 13. The unit prices paid shall include full compensation for furnishing all labor,
materials, tools, including wrought iron fence and equipment to complete the work specified
herein and as directed by the Engineer, including the costs for removal, disposal, and
disposal fees.
TP 13 - ADJUST MANHOLE FRAME AND COVER TO GRADE (if Applicable)
13.01 General. All manhole frames and covers shall be marked as to their location by the
Contractor prior to placement of the asphalt concrete pavement. Upon completion of the
asphalt concrete pavement and after reasonable time is allowed for setting, the Contractor
shall raise the manhole frames and covers to grade in accordance with Section 301-1.6,
“Adjustment of Manhole Frame and Cover Sets to Grade” of the Standard Specifications.
13.02 Manhole Frame and Cover or Vault. The manhole frame and cover or concrete
vaults that are at the finish grade of the street shall be protected along with the vault during
the cold milling and paving operations. Payment for protecting vault and manhole will be
included in the lump sum for Bid for various items of work.
TP-17
13.03 Payment. No separate payment will be made for adjusting manhole frames and
covers to grade. All costs for furnishing all labor, materials, tools to remove the unsuitable
subgrade, place and compact selected fill, and complete the work specified, and incidentals
and doing all the work involved, as specified herein and as directed by the Engineer, shall
be included in the prices bid for the various contract items of work.
TP 14 - ADJUST WATER AND GAS METER COVER TO GRADE
14.01 General. The Contractor shall adjust existing water meters/gas and covers to grade
including all fittings and incidentals. Existing covers shall be adjusted to new grade.
14.02 Payment. Payment for adjusting water meter and or gas meters and meter covers
will be made at the unit price bid under Bid Item No. 17. The unit price paid shall include
full compensation for furnishing all labor, tools, materials and equipment involved in
adjusting to grade as specified herein and as directed by the Engineer.
TP 15 - STRIPING, PAVEMENT MARKINGS AND APPURTENANCES
15.01 General. Quantities shown are not guaranteed. Striping Details shall conform to the
Standard Plans of the State of California, Department of Transportation, latest revision,
hereinafter referred to as the Caltrans Standard Plans, and with Section 214, “Pavement
Markers” of the Standard Specifications. All of the work performed under this section shall
conform to the above stated specifications and plans and to details shown on the Plans and
to the satisfaction of the Engineer.
15.02 Painted Striping, Markings, Markers and Appurtenances. Painted Traffic Pavement
Striping, Legends, Markings, Pavement Markers and Appurtenances shall conform to
Sections 210-1.6 “Paint for Traffic Striping, Pavement Marking, and Curb Marking” and 214
“Pavement Markers”, The Contractor shall apply two (2) coats of water base paint as
manufactured by MORTON, Product Number 2675A5 (White), and 2676A (Yellow), for
entire project unless otherwise indicated in writing by the Engineer. The layout of all work to
be painted shall be inspected and approved prior to painting. Any work painted without prior
approval of the layout is subject to removal and replacement at the Contractor’s expense.
15.04 Payment. Payment for Signing and Striping and Appurtenances will be made at the
lump sum price bid under Bid Item No. 29. Payment of the lump sum price bid shall include
the striping where shown on the plans and full compensation for furnishing all labor,
materials, tools and equipment, and doing all work involved as specified herein and as
directed by the Engineer. The lump sum price shall also include the preliminary
layout/marking of all striping and markings and any adjustments required by the Engineer
during the layout operation.
TP-18
TP 16-ORNAMENTAL IRON FENCES
16.01 General. The work shall consist of, but not necessarily limited to, the construction of
ornamental iron fences at the location(s) shown on the plans. Unless indicated
otherwise, fence shall be constructed in accordance with manufacturer’s
recommendations.
16.02 MATERIALS
16-02.01 Fence The welded steel ornamental iron picket fencing system shall be
Secure-Weld Plus, Western as manufactured by Merchants Metals or approved
equal. The color of the fence system shall be Black.
16-02.02 Posts, Rails, and Pickets. All posts, rails, and pickets used in the fence
system shall be extruded from ASTM A500 Cold-Formed Welded and Seamless
Carbon Steel Structural Tubing with minimum yield strength of 46,000 psi.
Specifications and sizes shall be as shown:
Component Size
Pickets 3/4” square x 16 gauge
Rails 1 1/2” square x 14 gauge
Standard Posts 2 1/2” square x 11 gauge
Spacing Between Pickets 3 11/16”
Post Spacing 94 5/8” on center
Height 48” max.
Weight Supported per Section of Fence 350+ lbs.
Panels, pickets, and flanged posts (if required) shall be of welded construction by the
gas metal arc method. Pickets shall be attached to rail in the same manner. No
rivets, rods or screws will be acceptable for assembly of panels. Layout and welding
shall be done by an experienced craftsman. All flush welds shall be ground smooth.
16-02.03 Fasteners and Accessories. All fasteners shall be galvanized steel.
Galvanized steel castings shall be used for all post caps and other miscellaneous
hardware. Brackets shall be L-shaped, slide-on type brackets. Brackets shall be
attached to the posts with ¼” x ¾” (¼” x 1” may be substituted) self-tapping tek-
screws.
16-02.04 Footings. Portland cement concrete for ornamental iron post footings shall
be produced from commercial quality aggregates and cement and shall provide a
minimum compressive strength at 28 days of 3,000 psi.
16-02.05 Finish. Finish shall be an eight stage pre-treatment and a four-stage
TP-19
corrosion resistant powder coating process or approved equal. The finish shall
conform to local environmental air quality standards. Color shall be Black, unless
otherwise specified.
Finish shall be applied after fabrication. All welds are to receive treatment with a
zinc rich-epoxy resin primer applied at a thickness of 2 to 4 mils and over cured at
400o F. The finish coat shall be 2 to 4 mils dry film thickness and shall be a TGIC
polyester powder coating that combines hardness and durability.
The 12-step process shall consist of (1) Hot alkaline cleaner, (2) Clear water rinse,
(3) Hot iron phosphate application, (4) Clear water rinse, (5) Sealer application, (6)
Ring rinse, (7) Deionized water rinse, (8) Drying at 425o F, (9) Zinc enriched epoxy
primer powder coat at 2-4 mils, (10) Gel oven heat at 400o F, (11) Ultra polyester
finish powder coat at 2-4 mils, (12) Final oven curing at 450oF.
16-03 CONSTRUCTION
Fencing indicated on the plans to be removed, shall be properly disposed off site by the
Contractor at Contractor’s expense. Any existing fence indicated to remain and which
have been damaged by the Contractor shall be replaced by him at his expense.
All earth, trees, brush and other obstructions which interfere with the proper construction
of fences shall be removed and properly disposed of off site by the Contractor.
Existing cross fences shall be connected to the new fence where indicated on the plans.
Corner posts with braces for every direction of strain shall be placed at the junction with
existing fences. Unless indicated otherwise, at structures an end post shall be installed
and the fence connected thereto.
Install fence per manufacturer's recommendations. Fence post spacing shall be in
accordance with the drawings. Footings and post cap sizes shall be as indicated on the
drawings.
Space posts uniformly in accordance with panel width, unless instructed otherwise.
Set posts in concrete. Post holes shall have a diameter 4 times the nominal post size and
6" deeper than the bottom of the post. Forms are not necessary or recommended. Crown
concrete at top to shed water.
Check each post for vertical and top alignment.
Attach brackets using ¼” x ¾” tek-screws; ¼” x 1” tek-screws may be used as an alternate.
Attach fence panels.
Any abrasions or field welds that cause damage to the factory-applied coatings shall be
thoroughly cleaned, re-primed, and touched up by the Contractor. The paint used for touch
TP-20
up shall be the same quality, color and gloss to provide a match to the manufacturer’s
finish.
Assembled sections shall support a 350 pound vertical load at the midpoint of any
horizontal rail.
The entire fence system shall have a written 10 Year Warranty against rust and defects in
workmanship and materials.
Line posts shall be spaced at not more than 8-foot intervals, measured from center to
center of posts. In general in determining the post spacing, measurement will be made
parallel to the slope of the natural ground, and all posts shall be placed in a vertical
position.
All posts shall be set in concrete footings conforming to the details contained in the Caltrans
Standard Plans.
16.04 Payment. No separate payment will be made for Ornamental Iron Fences. All
costs for furnishing all labor, materials, tools, equipment and incidentals and for doing all
work involved in furnishing and installing, as specified herein and directed by the Engineer
shall be included in the prices bid for the various contract items of work.
ATTACHMENT C - REVISED PROJECT PLANS PER ADDENDUM 2
PROJECT LOCATION
CITY OF
ROSEMEAD
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
STREET TYPICAL SECTION
STREET TYPICAL SECTION
LIST OF STANDARD DRAWINGS
SR2S SIDEWALK GAP CLOSURE PROJECT
NOTICE TO CONTRACTOR(S)
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("SPECIFICATIONS") 2021
EDITION, AND AMERICAN PUBLIC WORKS ASSOCIATION STD. PLANS, 2021 EDITION
AND CURRENT AMENDMENTS.
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS
PRIOR TO STARTING ANY WORK; TELEPHONE NUMBER (626) 569-2151.
3. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND
CONTRACTUAL AGREEMENT.
4. NO REVISION SHALL BE MADE TO THESE PLANS WITHOUT THE PRIOR APPROVAL OF
THE CITY ENGINEER.
5. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FOR
ALL WORK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD.
6. ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECT
SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
7. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE
REQUIREMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY
REGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURING
THE ENTIRE LIFE OF THE CONTRACT.
8.THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE
OF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.
ALL AC AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF-SITE.
9. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AN DIMENSIONS AT
THE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE
ACTUAL CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH
WORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING
STRUCTURES, EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTING
SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE
CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD
WORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF
CONSTRUCTION; MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER
THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES;
LEAVE WORK AREA CLEAN, FREE OF DEBRIS AT THE END OF EACH DAY; AND COMPLY
WITH ALL APPLICABLE CODES.
11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE
REMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 1/2" AND/OR OTHER
METHODS AS APPROVED BY THE CITY ENGINEER.
12. THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES, MANHOLES, ETC. TO
GRADE UPON COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TO
PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; ASPHALT CONCRETE
PAVEMENT IN ASPHALT CONCRETE STREETS.
13. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE CITY
ENGINEER, ANY PAVING, CURB AND GUTTER OR OTHER IMPROVEMENTS CUT,
REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.
14. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE,
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER.
15. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND TRAFFIC CONTROL AT ALL
TIMES TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL BE IN COMPLIANCE
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (A.Q.M.D.) RULE 403 FOR
MITIGATING DUST CONTROL.
16. BARRICADES WITH FLASHING LIGHTS ARE TO BE MAINTAINED ON ALL OBSTRUCTIONS
WITHIN EXISTING STREET RIGHT-OF-WAYS AT ALL TIMES. CONSTRUCTION WARNING
SIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE.
17. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIRING ANY DAMAGE INCURRED DUE TO HIS OPERATION.
18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133
TWO (2) DAYS PRIOR TO BEGINNING WORK.
19. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION
1-3 OF THE "SPECIFICATIONS".
20. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS.
1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES
INVOLVED HAVE BEEN INVESTIGATED AND ALL KNOWN UTILITY
CONDUITS AND SUBSTRUCTURES ARE SHOWN HEREON. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY
CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF
REPAIR AND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND
SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH
THE LIMITS OF THIS PROJECT.
2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED. RELOCATION OR
REMOVAL OF ANY EXISTING UTILITIES NOT COVERED BY THESE PLANS
SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE
RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF ALL, IF ANY, EXISTING SURVEY MONUMENTS.
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S
LICENSE AND SHALL BE REQUIRED TO POSSESS A VALID CITY
BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK
COVERED BY THESE PLANS.
6. THE CITY SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PROJECT ENGINEER
·STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY
2018 (STATE OF CALIFORNIA).
·STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - 2021 EDITION AMERICAN
PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
STD.PLAN NO.TITLE
110-2 DRIVEWAY APPROACHES
112-2 CURB & SIDEWALK JOINTS
113-2 SIDEWALK AND DRIVEWAY REPLACEMENT
120-2 CURB AND GUTTER-BARRIER
122-2 CROSS AND LONGITUDINAL GUTTERS
132-3 CONCRETE PAVEMENT REPLACEMENT
133-3 ASPHALT CONCRETE PAVEMENT REPLACEMENT
205-2 SEWER MANHOLE ADJUSTMENT
206-2 MANHOLE RAISING RINGS
A74A SURVEY WELL MONUMENT
UTILITY TITLE
WATER SAN GABRIEL VALLEY WATER DISTRICT
8366 GRAND AVE
ROSEMEAD CA 91770
CONTACT: Anthony Agobian
(626) 287-0341 email: anthony@sgcwd.com
SCE 1000 POTRERO GRANDE DRIVE
MONTEREY PARK, CA 91755
CONTACT: ELIAS BERMUDEZ
(323) 720-5263
SCG THE GAS COMPANY
9400 OAKDALE, CHATSWORTH CA 91311-6511
CONTACT:MICHAEL DUENAS
(714) 634-7265
CHARTER
COMMUNICATIO
NS
4781 IRWINDALE AVENUE IRWINDALE, CA 91706
CONTACT JESSE GONZALES
(626) 430-3570
ATT 8633 GRAND AVENUE ROSEMEAD, CA 91770
CONTACT: STEVE GILLESPIE
(626) 570-7193
SHEET INDEX
SHEET DESCRIPTIONSHEET #/RANGE
1 OF 6 (T1)......................TITLE SHEET
2 OF 6 (C1)......................DELTA AVE. CONSTRUCTION PLAN
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS'
AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
LOCATION MAP
N.T.S
PROJECT NO 21029
T1TITLE SHEET
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
15859 EDNA PL., SUITE 101
IRWINDALE, CA. 91706
(626) 960-0152 / (626) 960-9002 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
Know what's below.
before you dig.Call
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6
FROM MISSION DRIVE TO WELLS STREET
5 OF 6 (D1)......................DETAIL SHEET
6 OF 6 (ST1)....................DELTA AVE. STRIPING PLAN
DELTA AVENUE
1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONTRACTOR NOTES:
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO AVOID
TRACKING ASPHALT OIL ON EXISTING ASPHALT PAVEMENT OR
CONCRETE PAVEMENT DURING OPERATIONS. SEE TECHNICAL
SPECIFICATIONS FOR CONDITIONS.
2. CONTRACTOR SHALL PROTECT IN PLACE ANY MAIL BOXES, IRRIGATION
SYSTEM, ELECTRICAL CONDUIT, CABLE CONDUIT OR UTILITY LINE. IF
DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE IN
KIND.
3. CONTRACTOR SHALL ADJUST TO GRADE ANY PULLBOXES AFFECTED
BY THIS IMPROVEMENT. IF PULLBOXES (WATER, GAS, ETC) ARE
DAMAGED, CONTRACTOR SHALL REPLACE THEM IN KIND.
4. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND DEPTH OF
UTILITIES.
5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIND
EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY.
6. CONTRACTOR SHALL BACKFILL AND RESEED LANDSCAPE.AS
NECESSARY FOR LANDSCAPE AREAS AFFECTED BY THIS
IMPROVEMENT.
7. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITH
PUBLIC WORKS INSPECTOR.
8. THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE
PAVING AND OTHER IMPROVEMENTS SHOWN ON THE PLANS. THESE
IMPROVEMENTS AS SHOWN MAY VARY SLIGHTLY AS TO LOCATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND
QUANTITIES AS MARKED OUT BY THE CITY.
9.CONTRACTOR SHALL INSTALL TEMPORARY ASPHALTIC CONCRETE
PAVEMENT AS INDICATED BY THE ENGINEER OR INSPECTOR. THE
ENGINEER OR INSPECTOR SHALL DETERMINE THE EXACT LOCATION
WHERE TEMPORARY RESURFACING WILL BE NEEDED. THE
CONTRACTOR SHALL NOT MIX TEMPORARY ASPHALTIC CONCRETE
WITH PERMANENT ASPHALTIC CONCRETE, PORTLAND CEMENT
CONCRETE, EARTH OR OTHER MATERIALS THAT ARE TO BE REMOVED
FROM THE SITE. ALL COSTS INVOLVED IN COMPLYING WITH THE
ABOVE REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID
FOR CLEARING AND GRUBBING.
3 OF 6 (C2)......................DELTA AVE. CONSTRUCTION PLAN
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
4 OF 6 (C3)......................RETAINING WALL PLAN AND PROFILE
10-4-2022
10+0011+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
10+5011+0010+50STOP
DETAIL "K"DETAIL "K"
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUEWELLS AVENUEDELTA AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
STOPCONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C2
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUE
MISSION AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
C3
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil EngineersLand SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
DELTA AVENUE
LEGENDS
350
330
340
12+00
RETAINING WALL PLAN AND PROFILE
STA. 10+35.00 TO STA 12+10.17
DELTA STREET
350
330
340
11+0010+50 13+00
FOR CONSTRUCTION IMPROVEMENTS REFER TO SHEET C1
WALL ACCURATE FOR WALL AND PROFILE ONLY
11+50 12+50
CONSTRUCTION NOTES
11+50 12+00 12+50 13+0011+0010+50STOPSTA. 10+00 DELTA AVENUE
CONSTRUCTION NOTES
DETAIL "A"
VARIABLE CONCRETE RETAINING CURB
DETAIL "K"
FENCE CMU WALL
DETAIL "C"
MASONRY RETAINING BLOCK WALL
DETAIL "E"
COLORIZED CONCRETE CROSSWALK
NOTES:
SECTION A-A
N.T.S.
DETAIL "D"
DRIVEWAY APROACH PLAN VIEW DETAIL "G"
ELEVATION DETAIL "F"
MAILBOX RELOCATION DETAIL "H"
CURB RAMP DETAIL " I "
A
PLAN VIEW
SECTION A-A
FOOTING /CONCRETE
CONNECTION DETAIL "J"
TYPICAL @ WALL LOCATION TYPICAL @ FENCE LOCATION
NOTES:
NOTES:
BRICK PILASTER DETAIL
12'
NOTES:SPECIFICATIONS:
CMU PILASTER
11+5011+00
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
DETAILS D1
5
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
10+0010+5010+50STOP 27+00 27+50
STOP6
ST1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
STRIPING PLAN & DETAILS
DELTA STREET
WELLS STREETMISSION DRIVEDELTA STREET
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE