Vista City Council
May 26, 2026

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Little Shot Fiber Feeder

1. Provided by Pacific GeoSource on a short-term
lease, the Little Shot is a small portable unit
which requires an air compressor and a 4 - in
diameter hose to direct flow of loose fibers
through the RAP port.

Figure 3: Little Shot'"'Fiber Feeder.

2. The Little Shot should be used when the
temperatures inside the drum at the RAP
entrance are insufficient to immediately melt
the plastic bag to release the fiber. Scenarios in
which this could occur include warm mix
processes where drum temperatures are less
than 315 ° F or high and/or saturated RAP
contents.

3. Individual one - pound bags of FORTA-FI are
opened and feed into the Little Shot at a rate
matching the output of the plant ( see part 1
above).

Plant Introduction: Batch Plant
FORTA-FI reinforcement fiber will be added at a rate
of one pound per ton of asphalt concrete.

One Pound Bags

1. Add individual one - pound bags to the
aggregate in the weigh hopper. Plant
operations are typically unaffected, and
modifications are not needed. However,
depending on plant operations, slight
modifications to dry or wet mixing times may be
required.

2. One - pound bags are to be added to match
batch plant production. For example, for a
batch operation of 3 tons, three bags of FORTA-
FI would be required to meet the dosage of one
pound per ton.

PACIFIC

GEOSOURCE

3. The plastic bag will melt, and fibers will
disperse into the mix.

Figure 4: Manual Bag Feed at Batch Plant.

Big Shot Fiber Feeder

1. Provided by Pacific GeoSource by lease or
available for purchase, the Big Shot Fiber
Feeder unit requires an air compressor and 8 -
in PVC piping to direct flow of 1 - lb fiber bags
into the weigh hopper. Plant operations are
typically unaffected, and modifications are not
needed. However, depending on plant
operations, slight modifications to dry or wet
mixing times may be required.

2. The correct number of individual one - pound
bags of FORTA-FI are fed simultaneously into
the Big Shot based on batch size ( see part 1.i.
above).

Quality Assurance
Asphalt producer should visually inspect the mix
prior to sending trucks to the jobsite to ensure
proper blending of fiber into the asphalt has
occurred. Inspection should take place at the drum
discharge point and also in the back of the first
trucks to leave the plant. Verify fiber dispersion a
minimum of every two hours.

Observe mix for undispersed clips and aramid
bunches. Spot check asphalt mix in the truck and
while paving. Look carefully as binder - soaked clips
are difficult to see.

If unblended fibers are visible, minor adjustments to
mixing operations may be needed to correct. This
may be accomplished by adjusting the angle of the
loose fiber feed tube, raising production
T / 1-877-454-8O96
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 temperature ( when high RAP% is used), or lowering
the TPH production rate, with the ultimate goal of
increasing the time for fibers to disperse in the hot
aggregate prior to injection of liquid binder.

Record fiber feeding data manually or using the FMD
automatic data logging system to provide
verification of fiber dosage as needed to comply
with project specifications.

Fiber supplier will provide technical assistance
during feeding operations and support during
construction as needed.

Packaging
Bags 1.0 Ib 0.5 kg
Cartons 35 bags 35 bags
Bulk Carton 35 Ib, loose in carton 16 kg, loose in carton Pallets 16 cartons/560 bags 12 cartons/210 bags
Gaylord Pallets 600 Ib 273 kg
Table 2.

Limited Warranty
Pacific GeoSource Products are warranted to be
free of defects in material and will meet all
published physical properties as set forth herein.

Except for the express limited warranty set forth
herein, neither Pacific GeoSource nor any person
on Pacific Geosource's behalf has made or makes
any express or implied representation or warranty
whatsoever, either oral or written, including any
warranties of merchantability, fitness for a
particular purpose, title, or non - infringement,
whether arising by law, course of dealing, course
of performance, usage of trade or otherwise, all of
which are expressly disclaimed.

The exclusive remedy for defective product is
outlined in Pacific GeoSource's Standard Terms
and Conditions of Sale, available upon
request. CONSEQUENTIAL DAMAGES ARE
SPECIFICALLY EXCLUDED.

Pacific GeoSource reserves the right to change the
features and specifications of its products without
prior notice. © 2020 Pacific GeoSource

PACIFIC

GEOSOURCE
T / 1-877-454-8096
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 PLAN

NO SCALE

MAILBOX CAN BE SET SIDEWAYS, WITH

OPENING INLINE WITH ROADWAY TRAVEL
DIRECTION, IN ORDER TO MAINTAIN A 48"
PATH OF TRAVEL. CAN BE UTILIZED ONLY

IF RIGHT-OF-WAY OR OTHER

OBSTRUCTION LIMITS SIDEWALK WIDTH

MAILBOX AS APPROVED BY THE
US. POSTMASTER GENERAL
1-1/2" THICK REDWOOD

OR PRESSURE TREATED

WOOD SUPPORT

ATTACHED TO POST
WITH FOUR 1/4" 0 x 3"

GALVANIZED LAG BOLTS

COUNTERSUNK INTO

WOOD ( PAINTED TO
MATCH POST).
42"
4" X 4" PRESSURE

TREATED WOOD POST

PAINTED)
4" THICK MORTAR CAP
12" PVC ( SDR 35) PIPE SLEEVE
12" 0 FOOTING OF
3/4" CRUSHED ROCK

ELEVATION

NO SCALE
It
2" MIN

MAILBOX OR OTHER

OBSTRUCTION ( FIRE

HYDRANT, POLES,
RISERS, ETC.)
I
12"
LEGEND
0 4" THICK

MORTAR CAP
12" 0

FOOTING
OF 3/4"

CRUSHED
ROCK
Revision By Apprvd Date
New
Updated TR
TH
GM
08/23/90
02/11/13
Updated GL HH 05/07/14

CITY OF VISTA

STANDARD DRAWING

MAILBOX INSTALLATION

IN SIDEWALK

CITY ENGINEER, DATE
RCE 55075
NUMBIER: SRF-O4
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 2" GRIND & AC OVERLAY

EXISTING AC

EXISTING AGGREGATE BASE

FULL DEPTH AC PATCH
2" GRIND & AC OVERLAY

EXISTING AC

EXISTING AGGREGATE BASE

FULL DEPTH AC PATCH

DISTANCE FROM CONCRETE TO
EDGE OF SAW - CUT = 1' MIN.
i" LIP

NEW CURB & GUTTER

OR CROSS GUTTER)

DISTANCE FROM CONCRETE TO
EDGE OF SAW - CUT = 1' MIN.

NEW CURB OR

MEDIAN CURB

CONCRETE SIDEWALK

OR MEDIAN

STAMPED CONCRETE

PAVEMENT RESTORATION FOR

CURB & GUTTER OR CROSS GUTTER
Revision By Apprvd Date
New GL TS 09/01/11

CITY OF VISTA

STANDARD DRAWING

PAVEMENT RESTORATION

DETAILS

CITY ENGINEER, DATE
RCE 55075
NUMBIER: SRF-13
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

TYPICAL LOOP DETECTOR LAYOUT
NOTES
0110
0110
0110
lo
BICYCLE SENSITIVE _

LOOP DETECTOR IN

LEFT TURN LANES

ON MAJOR STREET

AND IN ALL LANES

ON MINOR STREETS

PER DETAIL BELOW
MINOR
STREET

1. ALL LOOP DETECTORS SHALL BE INSTALLED IN
PAVEMENT SURFACE.

2. ALL LOOP DETECTORS SHALL BE CENTERED IN
LANE, UNLESS OTHERWISE NOTED.

3. ADVANCE LOOPS SHALL BE INSTALLED FOR MAJOR

STREET THROUGH MOVEMENTS PER STANDARDS

ESTABLISHED IN THE LATEST EDITION OF THE

CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES ( CA - MUTCD).

4. FIRST LOOP IN EVERY TRAVEL LANE, EXCEPT FOR

STRAIGHT THROUGH LANES ON THE MAJOR STREET

APPROACHES, SHALL BE A BICYCLE SENSITIVE
LOOP.
12" LIMIT LINE

OR BACK OF

CROSSWALK

STRIPING LINES

MAJOR STREET

OTHROUGH

LANES ON MAJOR ROADS
ARE ON PERMANENT RECALL; NO

BICYCLE LOOPS REQUIRED
0 LEFT
O
TURN
LANE to
10' 1 0' 10'

MODIFIED TYPE E BICYCLE SENSITIVE

LOOP SAWCUT AND WINDING DETAIL
24"

FOUR TURNS

OF WIRES
Date

FOUR TURNS

OF WIRES

DIRECTION

OF TRAVEL
NOTES:

1. LOOP DIAMETER IS 6' ( TYP.)

2. DEPTH OF CUT IS 3 1/8" MIN.

3. ROUND CORNERS TO REDUCE
WEAR OF LOOP WIRE.

SYMBOL
Revision By Apprvd
New RC LP 04/05/10

CITY OF VISTA

STANDARD DRAWING
Updated GL SS 02/08/11
Updated CP HH 01/08/14
Updated GL HH 05/07/14

STANDARD LOOP

DETECTOR LAYOUT

CITY ENGINEER, DATE
RCE 55075

DRAWING
NUMBER: TRF-05
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

BREAK - AWAY SIGN
POST PER SDRSD M-45
1" THICK GROUT CAP
1/4" GRAVEL
4" PCC MEDIAN "\\ /

HARDSCAPE
OR SIDEWALK \\

WHEN SIGN POST IS TO BE PLACED IN

HARDSCAPE AREAS IT SHALL BE SET
IN A 4" DIAMETER BY 6" DEEP
SCHEDULE 40 PVC ANCHOR SLEEVE
AND BACK FILLED WITH 1/4" GRAVEL
TO WITHIN 1" OF THE TOP OF THE
SLEEVE; THE LAST 1" IS TO BE FILLED
WITH GROUT. USE DIRECT BURIAL
WHERE SIGN IS TO BE PLACED IN SOIL.
1"

MEDIAN CURB OR

CURB AND GUTTER

BREAK - AWAY SIGN POST AND
SLEEVE PER SDRSD M-45

BREAK - AWAY SIGN POST
Revision By Apprvd Date
New
Updated
GL
GL
SS
HH
04/26/11
12/18/12

CITY OF VISTA

STANDARD DRAWING

SIGN POST

FOOTING IN HARDSCAPE

CITY ENGINEER, DATE
RCE 55075
NNUMBER: TRF-06
05/26/2026
C7

A75491 0D - 196O - 4137-A807-1 E5FFA1 C1618
SURFAICE TECH"
WWW.SURFACE-TECH.COM
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Performance
USE ACE XP P olvnwr Fiber To:

Improve Crack Resistance
Improve Rut Resistance
Improve Strength
Reduced Crack Filling Cost
Reduced Pot Hole Filling Cost
Reduced Pavement Thickness ( If Desired)
Reduced Overlay Cost
Ach'#'**t"
Longer Lasting Pavement Performance
Reduced Maintenance Cost Over the Life of Pavement
A Happier Traveling Public
05/26/2026
C7

Aramid Fiber

2.1 ounces/ton)
Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Performance
ACE XP Polymer FiberTM is a true achievement in additive technology to enhance asphalt concrete performance.

ACE XP Polymer Fiber' extends pavement service life by dramatically improving the dynamic modulus of the asphalt layer and increasing the asphalt's resistance to cracking and rutting ( distresses that may cause premature failure). To create ACE XP Polymer Fiber', high -strength man-made " aromatic polyamide" or Aramid Fibers are bundled and coated with Sasobit® wax to create an asphalt concrete additive that is simple to mix with any WMA or HMA in through a drum and or batch asphalt operation. The 3 - dimensional reinforcement throughout the asphalt layer increases the asphalt's resistance to cracking, rutting, and fatigue while providing improved ESAL ( Equivalent Single Axel Load) capacity.
hJh
Alf:*fits III
Sasobit® Wax

2.1 ounces/ton)
ACE XP Polymer Fiber is engineerea for performar
ACE XP Polymer FiberTM

4.2 ounces/ton)
Aramid Fibers are used extensively in many industries and applications including ballistic protection, heat & cut protection, automotive, ropes & cables, conveyor belts, etc. However, it takes a special fiber to withstand the extreme production temperatures of asphalt concrete without changes occurring to the reinforcement properties of the fiber.

That is why ACE XP Polymer Fiber' uses aramid fibers exclusively. Aramid is a unique man-made, high -strength polymer fiber boasting high tensile strengths over 400,000 psi ( 5 x steel), a superior stress/strain relationship, and decomposition temperatures of 932°F ( well above asphalt mixing temperatures of 400°F). Both 3/4" long and 1.5" long fiber lengths are available for superior long-term performance.

ACE Fiber Specifications
Material Property Measure
Material Para-Aramid Fiber
50-52% by weight)
Form Filament Yarn
Tensile Strength 2.758 ( GPa)
Elongation at Break 4.4 (%)
Modulus 95 ( GPa)
Specific Gravity 1.44-1.45 ( g/cm3)
Decomposition
Temperature
800 ( T)
Treatment Type Sasobit® Wax
48-50% by weight)
Treatment Melting
Temperature
170 (" F)
Length 3/4" & 1.5" +/- 0.05 ( inch)
Appearance/Handling Free Flowing Coated Fiber
Bundles ( visual)
E
Aramid Stress/Strain Curves
Aramid
PET & Cellulose
a
O 5 1O 15
Strain ' 4,1
05/26/2026
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Docusign Envelope ID: A75491OD-196C-4137-A8O7-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Perform.

How does ACE XP Polymer FiberTM reinforce asphalt concrete? As the standard dosage of ACE XP Polymer FiberTM is mixed into WMA or HMA ( 4.2 ounces of ACE FiberTM per ton of asphalt concrete), the Sasobit® wax melts at approximately 170°F, releasing millions of Aramid Fibers uniformly throughout each ton of asphalt concrete. Aramid is a unique polymer fiber that has hair - like fibrils which root tenaciously in the liquid asphalt binder and bond to small granules and aggregates. Through the combination of high tensile strength, strength at low strain, and " fiber anchoring" ACE XP Polymer FiberTM delivers reinforcement to asphalt concrete and enhances the strength and durability of the finished asphalt concrete mix.

ACE XP Polymer FiberTM microscopic
photos after chemical extraction
ACE XP Polymer FiberTM ( Before & After)
Aramid Fibers have fibrils that anchor and bond
themselves within the liquid asphalt binder and
granules increasing the tensile strength of the mix.
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Performance
hws ACE XP Polymer FiberTM been Lab tested?
Lab Test Description ACE XP Results
Lab - TTI Overlay Tester 140%
Thermal/Reflective Cracking
Lab - DC(T) Test
Low Temperature Fracture Energy
21%
Lab - IDT Strength Test
Low Temperature Strength @ Critical Crack Temperature
Ran both N"and 1 1z"ACE XP Lengths)
8 to 17%
Lab - IDT Creep Compliance Test
Determine Low Temperature Critical Cracking Value
Bottom PG Number)

4.3° C
1 PG - Bottom Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
Top PG Number)
PG64-22 ( w/ ACE) = PG70-22
1 PG - Top Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
Top PG Number)
PG70-22 ( w/ ACE) = PG76-22
1 PG - Top Number)
Lab - Flow Number Test ( FN)
Determine Rut Resistance of ODOT Level3 mix vs Control
Ran both 3/4" and 1 1/2"ACEXP Lengths)

37.5%
Lab - Flexibility Index Test ( FI)
Determine Fatigue Cracking Resistance of ODOT Level 3 mix vs Control Ran both 3/4" and 1 " ACE XP Lengths)
37%
Lab - IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT Dense Grade 64-22 vs Control - ( 1 1z" ACE XP Lengths)
36%
Lab - IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT SuperPave 76-22 vs Control ( 1 1/2" ACE XP Lengths)
58%
Has ACE XP Polymer FiberTM been Field tested?
Field Test Description ACE XP Results
Field - APLT ( Automated Plate Load Test) Static Creep
Measure Plastic Deformation of In - Place Asphalt ( Rut) vs Control 11 to 19%
Rebound Ratio over Control
Field - APLT ( Automated Plate Load Test) Elastic Modulus Measure Elastic Modulus of In - Place Asphalt w/ ACE Fiber 150%
Field - APLT ( Automated Plate Load Test)
SN Layer Coefficient, ai Back Calculate SN Layer Coefficient, ai using Measured Elastic Modulus
40%
Field - APLT ( Automated Plate Load Test)
ESAL Prediction Using AASHTO 93 Calculate Increase ESAL Capacity of In - Place Asphalt Reinforced w/ ACE XP Polymer Fiber
100% or more
Depending of Depth of Asphalt
Field - APLT ( Automated Plate Load Test)
Measure Plastic Deformation of In - Place Asphalt ( Rut) vs Control at various simulated tire pressures ranging from 150 to 750psi
24% to 31%
Less Rutting Depth
Field - APLT ( Automated Plate Load Test)
Measure Plastic Deformation of In - Place Asphalt ( Rut) vs Control at constant load of 20,000 lbs. for 15 minutes
61%
Less Rutting Depth
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Performance
ACE XP Polymer FiberTM Lab performance translate to Field performance? During summer months when asphalt pavements get hot and " soften" it is easier for wheel loads to create ruts in the surface, but not when millions of Aramid Fibers are rooted in the asphalt because they provide resistance to the " flow" of the soft binder. Likewise, in winter months when asphalt pavements are cold, and the asphalt shrinks and expands, ACE XP Polymer FiberTM provides added tensile strength to the asphalt and enhances the pavement's resistance to thermal cracking as well as fatigue cracking that tends to happen during at higher temperatures.

Burnside.Road — Portlan
urnside Road — Portland, OR ( 2014) •
Burnside Road- Portland, OR
ACE XP Polymer FiberTM - 1St
Commercial Installation -
Burnside Road - Portland, OR
June 2014)
Burnside Road is a heavily
traveled arterial roadway in
downtown Portland, Oregon.

The City chose this roadway for
their first ACE XP project due to
the poor condition of the existing
roadway at the time. Both
cracking and some rutting,
especially at the intersections
was obvious. These photos were
taken in March of 2017 after 3
winters by the City of Portland
and shared with Surface Tech.

Burnside Road — Portland, OR ( 2014)
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Travel Center Entrance — November 201
Travel Center Entra,
Travel Center Entrance — April 2016
Superior Asphalt Performance
ACE XP Polymer FiberTM -
Butler County, Ohio -
Westchester Rd. Overlay Test
Project
Before & After)
Reflective cracks from extensive
thermal cracking in Control lane
propagated through the asphalt
overlay less than 10 months
after the 1.5 - inch overlay was
completed, but not through the
ACE XP Polymer Fiber'
Reinforced lane even a year
later. Rutting is also controlled.

ACE XP Polymer FiberTM -
Sadieville, KY - LOVE'S Travel
Center ( 2015 - Before & After)
Building a pavement section that
can handle the pounding of the
daily Truck Traffic is very
appealing to LOVES. Beside the
cost of the building, asphalt
maintenance is the second largest
expense for each location over the
life of the Travel Center. Reducing
the cost of this maintenance and
the disruption caused by such
maintenance was instrumental
for LOVES to trust their
pavements to ACE XP Polymer
Fiber.

Travel Center Entrance — March 2018
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POLYMER FIBER
Superior Asphalt Performance
Is ACE XP Polymer FiberTM reinforced asphalt concrete easy to pave with? Absolutely! Once ACE XP Polymer FiberTM is dispersed
throughout the asphalt mix, millions of light - weight aramid fibers go to work reinforcing the asphalt mix, but they do not cause any changes to the working characteristics of asphalt mix. ACE XP Polymer FiberTM reinforced asphalt concrete goes through the paver in the exact same way, it can be raked and shoveled the in the same way and can be compacted the same way using the same equipment. All laydown procedures are seamless, making adoption of the technology easy and cost effective. Add ACE XP Polymer FiberTM to overlays and new pavements alike.

How do I assure the right amount of ACE FiberTM gets added to my asphalt? Although ACE XP Polymer Fiber TM is engineered with controlled amounts of Sasobit® Wax in order to efficiently disperse the Aramid Fiber throughout the asphalt mix, Surface Tech recognizes the importance of proper dosage and mixing of the ACE XP Polymer FiberTM during production at the asphalt plant. ACE XP Polymer FiberTM is easily included into the asphalt mixing process at both batch and drum plant facilities. A simple -to - operate Line - Vac® Compressed Air Delivery System or the Automated Micro Doser MD3+ is used to transport the appropriate amount of ACE XP Polymer FiberTM to either the mixing drum of a drum plant or the pug mill/weigh hopper of a batch plant.

Once ACE Fiber TM is fed into mixing drum, the Sasobit® wax becomes fully soluble in the liquid asphalt binder and releases millions aramid fibers to be dispersed throughout the heated aggregate and Recycled Asphalt Pavement ( RAP) prior to the injection of the liquid asphalt binder. The addition of a single dose ( 4.2 ounces per ton of asphalt) of ACE XP Polymer FiberTM does not change the asphalt volumes or require any change to the job mix formula ( JMF).

Every ACE XP Polymer FiberTM sale provides a robust QA/QC program to ensure the right amount of ACE XP Polymer FiberTM makes its way into each ton of asphalt concrete for every project. Asphalt producers may choose from the following options to perform Certified ACE XP Polymer FiberTM mixing at their plants:

Full Service - Provided by a Trained and Certified QA/QC Technicians Do - it - Yourself ( DIY) — Self Perform after Training & Certification is Obtained The Line - Vac® is used to
transport ACE FiberTM to the RAP
Collar at a Drum Plant
Both QA/QC Methods ensure
ACE Fiber'M is well dispersed
in the Asphalt Mix
The Micro Doser MD3+ delivers
ACE Fiber continuously to
either the Drum or Pug Mill
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 trengthen Light Duty Pavements

3.0" light duty asphalt with ACE
ESAL increase: > 160%
Cost Increase: +/- $ 2.00 per SY
Optimize Heavy Duty Pavements

5.0" heavy duty asphalt with ACE
In - lieu of 6" w/o ACE)
ESAL increase: > 40%
Cost Neutral: +/- $ 0.00 per SY
of Polymer odified Binder

1.5" asphalt overlay with ACE
Equal Service Life BUT Easier Lay Down
Cost Neutral: $ 0.00 per SY

POLYMER FIBER
Superior Asphalt Perform
ACE XP Polymer iaiUOrTM Value Proposition Examples:

Adding ACE FiberTM to an asphalt concrete mix design, an engineer, owner or agency can expect the following Value - Added Results:

1. ADD tremendous amount of strength and durability at VERY LITTLE COST

2. ADD some strength and durability at NO COST

3. SAVE COSTS in - lieu of traditional methods ( Polymer Modified Binder or Interlayers) Increase Durability of Overlay

1.5" asphalt overlay with ACE
Service Life increase: > 50%
Cost Increase: +/- $ 1.00 per SY
In - lieu of Reflective Crack Interlayers

1.5" asphalt overlay with ACE
Service Life increase: > 50%
Cost Savings: $ 1-10 per SY

POLYMER FIBER
Superior Asphalt Performance

SURF CE TECH'
400 W. Broadway, Suite 400
San Diego, CA 92101
619) 750-1851
www. surface - tech. com
Locally Distributed By:
05/26/2026
C7

Docusign Envelope ID: A754910O-196C-4137-A807-1 E5FFA1C1618 Pacific GeoSource / Data Sheets & Install Guide / FORTA-FI®

FACT DATA SHEET & INSTALL GUIDE
FORTA-F1''
Fiber Reinforcement for Asphalt
FORTA-FI® asphalt fiber features millions of high - tensile strength fibers that are dispersed into each ton of asphalt mix during the plant production process. FORTA-FI is the simplest way to reinforce asphalt.

Benefits achieved include greater resistance to fatigue, reflective, and thermal cracking, rutting, and crack propagation. FORTA-FI reinforced asphalt mixes build stronger, more durable pavements, significantly reducing life - cycle costs of your roadway.

Features • High Tensile Strength Aramid Fibers
Complete and Uniform Dispersion & Distribution
Feeds Easily into Batch or Drum Plants
Superior Technical Support and Guidance
Benefits Stronger, More Durable Asphalt; Increased Service Life Fatigue, Reflective, and Thermal Cracking and Rutting Resistance No Change to Mix Design or Construction Process
Easier Compaction
FORTA-FI Reinforced Asphalt
FORTA-FI fiber blend is added directly to the asphalt
mix during production creating a three-dimensional
material reinforcement throughout the entire asphalt
layer. This reinforcement helps control thermal,
reflective, and fatigue cracking, as well as reduce
rutting and raveling.

FORTA-FI is a cost-effective way to improve the
durability and longevity of a variety of pavement
applications such as airports, streets, highways,
interstates, and industrial parking lots, etc.

Additionally, FORTA-FI can be used as a stabilizing
agent in SMA's and OGFC's.

FORTA-FI

PACIFIC

GEOSOURCE
Physical Properties
Specific Gravity 1.44 0.91
Density 2,427 lb/cu yd
1,440 kg/cu m)
1,534 lb/cu yd
910 kg/cu m)
Tensile Strength 400 ksi
2,758 MPa)
N/A*
Operating
Temperature
100 - 800°F
73 - 427°C)
N/A*
Length 0.75 in ( 19 mm) 0.75 in ( 19 mm)
Form Monofilament Serrated
Color Yellow Yellow
Add Resistance Inert Inert
Alkali Resistance Inert Inert
Fibers will melt or become plastically deformed during asphalt mix production.

Table 1.

Delivery, Storage, and Handling
Deliver FORTA-FI fiber - reinforcement in sealed,
undamaged containers with labels intact and legible,
indicating material name and lot number. Deliver
fiber - reinforcement to plant location convenient to
where it will be introduced into the mixing process.

Material should be covered and stored off the
ground. Do not allow boxes to become wet.

T / 1-877-454-8O96
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Plant Introduction: Continuous Drum Plant
FORTA-FI reinforcement fiber will be added at a rate
of one pound per ton of asphalt concrete.

A. For projects larger than 3,000 tons with daily
production quantities exceeding 1,000 tons per
day, it is recommended that fiber - reinforcement
be added using a fiber metering device ( FMD).

The FMD will be supplied by Pacific GeoSource
and will be accompanied by an experienced
technician who will set up and run the machine
for the duration of the project. If an FMD is
purchased or leased, certified personnel from
Pacific GeoSource will provide fiber feeding
training and certification for plant personnel as
needed.

Figure 1: Voyager Portable Fiber Feeder.

RTC,

1. The FMD requires a 240/480 volt electrical
hookup at the plant and should be installed and
tested prior to the start of asphalt production.

2. The FMD holds 300 pounds of fiber -
reinforcement in the storage hopper at one
time. Fiber should be loaded into the FMD in
bulk without any plastic bags. During
production, the hopper should be refilled prior
to reaching a minimum fiber quantity of 30
pounds.

3. The FMD is a weigh - in - motion drum and blower
system which utilizes highly sensitive load cells
to precisely meter and dispense the fiber. This
innovative fiber feeding system certifies the
feed rate matches the plant production rate
ensures a dosage rate of one pound per ton.

Fiber metering data is recorded and can be
downloaded from the device as required.

PACIFIC

GEOSOURCE

4. Fiber - reinforcement is fed from the FMD into
the drum via a flexible 4 - in clear hose through
the RAP port or other suitable entry point. The
fiber injection point should be after fines
collection and before the addition of liquid
asphalt, so that mixing may occur within the hot
aggregate prior to coming in contact with liquid
binder.

5. A minimum plant production temperature of
220°F is recommended.

B. For projects smaller than 3,000 tons, it is
recommended that fiber be fed manually via
one of two procedures.

One Pound Bags

1. Place individual one - pound bags onto the
recycled asphalt pavement ( RAP) belt at a rate
matching the output of the plant in tons per
hour ( TPH) per Equation 1.

Equation 1:
3600/Tons per Hour
For example, for an operation at 300 TPH, the
dosage rate is
3600/300 = 12 ( place 1 bag every 12 seconds)

2. Plastic bag will melt instantly when bag enters
drum and fibers will disperse into the mix. A
minimum plant production temperature of
275°F is recommended to fully melt the plastic
bag.

3. Adding multiple one - pound bags at once is not
recommended.

T / 1-877-454-8096
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Little Shot Fiber Feeder

1. Provided by Pacific GeoSource on a short-term
lease, the Little Shot is a small portable unit
which requires an air compressor and a 4 - in
diameter hose to direct flow of loose fibers
through the RAP port.

Figure 3: Little Shot'"'Fiber Feeder.

2. The Little Shot should be used when the
temperatures inside the drum at the RAP
entrance are insufficient to immediately melt
the plastic bag to release the fiber. Scenarios in
which this could occur include warm mix
processes where drum temperatures are less
than 315 ° F or high and/or saturated RAP
contents.

3. Individual one - pound bags of FORTA-FI are
opened and feed into the Little Shot at a rate
matching the output of the plant ( see part 1
above).

Plant Introduction: Batch Plant
FORTA-FI reinforcement fiber will be added at a rate
of one pound per ton of asphalt concrete.

One Pound Bags

1. Add individual one - pound bags to the
aggregate in the weigh hopper. Plant
operations are typically unaffected, and
modifications are not needed. However,
depending on plant operations, slight
modifications to dry or wet mixing times may be
required.

2. One - pound bags are to be added to match
batch plant production. For example, for a
batch operation of 3 tons, three bags of FORTA-
FI would be required to meet the dosage of one
pound per ton.

PACIFIC

GEOSOURCE

3. The plastic bag will melt, and fibers will
disperse into the mix.

Figure 4: Manual Bag Feed at Batch Plant.

Big Shot Fiber Feeder

1. Provided by Pacific GeoSource by lease or
available for purchase, the Big Shot Fiber
Feeder unit requires an air compressor and 8 -
in PVC piping to direct flow of 1 - lb fiber bags
into the weigh hopper. Plant operations are
typically unaffected, and modifications are not
needed. However, depending on plant
operations, slight modifications to dry or wet
mixing times may be required.

2. The correct number of individual one - pound
bags of FORTA-FI are fed simultaneously into
the Big Shot based on batch size ( see part 1.i.
above).

Quality Assurance
Asphalt producer should visually inspect the mix
prior to sending trucks to the jobsite to ensure
proper blending of fiber into the asphalt has
occurred. Inspection should take place at the drum
discharge point and also in the back of the first
trucks to leave the plant. Verify fiber dispersion a
minimum of every two hours.

Observe mix for undispersed clips and aramid
bunches. Spot check asphalt mix in the truck and
while paving. Look carefully as binder - soaked clips
are difficult to see.

If unblended fibers are visible, minor adjustments to
mixing operations may be needed to correct. This
may be accomplished by adjusting the angle of the
loose fiber feed tube, raising production
T / 1-877-454-8O96
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 temperature ( when high RAP% is used), or lowering
the TPH production rate, with the ultimate goal of
increasing the time for fibers to disperse in the hot
aggregate prior to injection of liquid binder.

Record fiber feeding data manually or using the FMD
automatic data logging system to provide
verification of fiber dosage as needed to comply
with project specifications.

Fiber supplier will provide technical assistance
during feeding operations and support during
construction as needed.

Packaging
Bags 1.0 Ib 0.5 kg
Cartons 35 bags 35 bags
Bulk Carton 35 Ib, loose in carton 16 kg, loose in carton Pallets 16 cartons/560 bags 12 cartons/210 bags
Gaylord Pallets 600 Ib 273 kg
Table 2.

Limited Warranty
Pacific GeoSource Products are warranted to be
free of defects in material and will meet all
published physical properties as set forth herein.

Except for the express limited warranty set forth
herein, neither Pacific GeoSource nor any person
on Pacific Geosource's behalf has made or makes
any express or implied representation or warranty
whatsoever, either oral or written, including any
warranties of merchantability, fitness for a
particular purpose, title, or non - infringement,
whether arising by law, course of dealing, course
of performance, usage of trade or otherwise, all of
which are expressly disclaimed.

The exclusive remedy for defective product is
outlined in Pacific GeoSource's Standard Terms
and Conditions of Sale, available upon
request. CONSEQUENTIAL DAMAGES ARE
SPECIFICALLY EXCLUDED.

Pacific GeoSource reserves the right to change the
features and specifications of its products without
prior notice. © 2020 Pacific GeoSource

PACIFIC

GEOSOURCE
T / 1-877-454-8096
PacificGeoSource.com
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 Appendix F:

San Diego Regional Standard Drawings and
Caltrans Standard Plans
186
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 1/2" R
LO
J
CO
6"
11"
6" CURB
AREA=0.89 Sq. Ft.
2" WEAKENED

PLANE JOINT
w
J
CO
CC
U
ww
O
1/2"
8" CURB
AREA=1.12 Sq. Ft.

WIDTH SHOWN ON PLANS
18" MIN
GUTTER

ELEVATION

WEAKENED PLANE JOINT
LEXISTINGCURB 1-1/2" EXCEPT WHERE ELEVATIONS

SHOWN INDICATE OTHERWISE
GUTTER
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.

3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.
2" WEAKENED

PLANE JOINT

GUTTERLINE

LEGEND ON PLANS
Revision By ApprovedDate
ORIGINAL KERCHEVAL 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
UPDATED CV CV 12/15
UPDATED KE T. Stanton 10/18
Reviewed RP S. Engeda 03/22

CURBS AND GUTTER - SEPARATE

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/21/2022
Chairperson R.C.E. 52241 Date

DRAWING
G-01NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 6"
J
U
2" WEAKENED

PLANE JOINT
W

TYPE W AREA
G 24" 1.34 SQ. F.

H 30" 1.60 SQ FT.
6" CURB HEIGHT
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.

3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.
1n
z
0 w
W
SHOWN

INDICATE
CD

LEGEND ON PLANS
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED MR MR/CV 11/11
UPDATED CV CV 12/15

CURB AND GUTTER - COMBINED

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
len/2015
Choi erson R.C:E. 19246 Date

DRAWING
G-02NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 CD
1 1''
TYPE A
2H + 6"
3"
HEIGHT 6", 8", OR 9" AS

INDICATED ON PLANS
4-
TYPE C
TYPE E

MOUNTABLE DIKE)
TYPE F

MOUNTABLE DIKE)
SLOPE END OF DIKE 1:1

WHEN NOT JOINING

OTHER IMPROVEMENTS

ALL TYPES - SIDE VIEW
NOTES:

1. DIKES SHALL BE PLACED ON A 2" SECTION OF A.C. SURFACING, EXTENDING THROUGHOUT THE WIDTH OF THE DIKE.

2. PG - 70-10 GRADE ASPHALT TO BE USED FOR ALL DIKES.

3. SHAPE AND COMPACT DIKES WITH AN EXTRUSION MACHINE OR

OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPACTING THE
MATERIAL TO THE REQUIRED CROSS-SECTION.
4"
13"
TYPE B
4,"
8"
TYPE D
1'-8"
4"
APPROX. DIKE QUANTITIES
TYPE REQD PER LIN. FT.

A
B
C-6"
C-8"
C-9"
D
E
F

0.0250 TON

0.0375 TON

0.0375 TON

0.0583 TON

0.0702 TON

0.0062 TON

0.0407 TON

0.0623 TON

LEGEND ON PLANS
Revision

ORIGINAL
By Approved

KERCHEVAL
Date
12/75

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED MR MR/CV 11/11
REVIEWED CV CV 12/15

DIKES - ASPHALT CONCRETE

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
Choir er'son R.C.E. 19246 Dote
1277/2015

DRAWING
G-05NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

VARIES WIDTH AS SHOWN ON PLANS
1 1
1 I
L -- - _ I
J
1/2" R
t 2% MAX CROSS - SLOPE
ob-
1/2" R
2" WEAKENED
PLANE JOINT —

NON-CONTIGUOUS

WIDTH AS SHOWN ON PLANS
1/2" R-\
4 1/2" R
2% MAX CROSS -SLOPE }
o

CONTIGUOUS
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. 2" WEAKENED

PLANE JOINT

LEGEND ON PLANS
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED MR MR/CV 11/11
REVIEWED CV CV 12/15

SIDEWALK - TYPICAL SECTIONS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
Chai rson R.C.L. 18246 Dote
722/10015

DRAWING
G-07NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

MID POINT OF CURB RETURN
P.C.R.
5' TYP.
15' TYP.
45' TYP.

P.C.R.

NOTES:

1. EXPANSION JOINTS - - - AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS SEE STANDARD DRAWING G-10).

2. WEAKENED PLANE JOINTS MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R.

SEE STANDARD DRAWING G-10).

3. 1/4" GROOVES WITH 1/4" RADIUS EDGES AT 5' INTERVALS.

Revision By Approved Date
ORIGINAL KERCHEVAL 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
REVIEWED CV CV 12/15

SIDEWALK JOINT LOCATIONS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
74/14/A215
Chai[Lerson R.C.E. 19246 Data

DRAWING
11_09NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 1/4"

EXPANSION JOINT FILLER MATERIAL
1/8" R
1/2" ( PAVEMENT)
1/4" MIN - 1/2" MAX ( SIDEWALK)

EXPANSION JOINT

WEAKENED PLANE JOINT

CURB AND SIDEWALK

KEYED JOINT
1/8" R
T
1/2" (# 4) x 24" SMOOTH,

GREASED OR OILED BAR,
30" ON CENTER

CONTACT JOINT
1/8" i PREFORMED JOINT FILLER
b •
s

WEAKENED PLANE JOINT

GUTTER AND CONCRETE PAVEMENT
T
Revision By Approved Date
ORIGINAL PARKINSON 02/95

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03

REFORMATTED

UPDATED CV
T. STANTON
MR/CV
04/06
11/11
REVIEWED CV CV 12/15

CONCRETE JOINT DETAILS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
f / Y V ' o75
Choix arson R.O.E. 19246 Dole

DRAWING
G-10NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

AREA TO BE REMOVED

EXISTING SCORE
MARK

EXISTING SCORE MARK
C)

SIDEWALK SECTION
5', OR FROM JOINT IN

PANEL, WHICHEVER IS LESS

AREA TO BE REMOVED

AREA TO BE REMOVED

EXISTING SCORE MARK
I
N.

U
NOTE:
5', OR FROM JOINT IN

PANEL, WHICHEVER IS LESS

SIDEWALK PLAN

EXISTING JOINT

EXISTING JOINT

7. 30" MIN,

FROM EXISTING JOINT

OR EDGE OF CURB

CURB LINE

GUTTER LINE

CURB PLAN
AREA TO BE REMOVED _ 5' MIN. FROM EXISTING

EXISTING JOINT OR EDGE
5' MIN.

C)
U

1. SIDEWALK CROSS SLOPE SHALL BE 2% MAX.

JOINT OR EDGE OF PAVEMENT

EXISTING JOINT OR EDGE

PAVEMENT SECTION
1-1/2" MIN.

CONCRETE

TO BE REMOVED

2. WHEN DISTANCE FROM " AREA TO BE REMOVED" TO EXISTING JOINT, EDGE OR SCORE MARK IS LESS THAN MINIMUM SHOWN, " AREA TO BE REMOVED" SHALL BE EXTENDED TO JOINT, EDGE OR SCORE MARK.

REMAINING EDGE TO BE

SMOOTH AND TRUE WITH

NO SHATTER

SECTION

SHOWING CUT

SAW CUT
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED CV MR/CV 11/11
REVIEWED CV CV 12/15

CONCRETE CURB, GUTTER,

SIDEWALK AND PAVEMENT

REMOVAL AND REPLACEMENT

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE

1.447/2Ot5
Chair arson R.C.E. 19246 Dote

DRAWING
G-11NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 R/W
2:1 TRANSITION
X.

N.
c0
co CO
I•
in

CURB LINE

DEPRESSED CURB
GUTTER' _ -
I\\
3' — 0"

BOTTOM OF CURB

ELEVATION
R/W

EXPANSION JOINT
SEE NOTE 5
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL
3'-0"
PLAN

DRIVEWAY CURB OPENING

EDGE OF SIDEWALK

SECTION
NOTES:

1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.

2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 52O-C-25OO; FOR COMMERCIAL USE, CONCRETE SHALL BE 56O - C - 325O.

3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.

4. DRIVEWAY RAMP TO EXTEND 1O' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS.

5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 1O' WHICHEVER IS LESS.

6. SEE STANDARD DRAWINGS G-2 AND G - 1O FOR CURB AND JOINT DETAILS.

7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.

Revision

ORIGINAL

UPDATED

UPDATED
Reviewed
By
ea
m
Ei
Approved
R. MUNOZ
MR/CV
CV
S. Engeda
Date
4 97
02/12

SAN DIEGO REGIONAL STANDARD DRAWING
12/15
03/22

CONCRETE DRIVEWAY - TYPE A

CONTIGUOUS SIDEWALK)

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
21 2022
Chairperson R.C.E. 52241 Date

DRAWING
G -14ANUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

MONOLITHIC CURB IF

SPECIFIED OR REQUIRED
R/W
CURB
LINE
z J
LI
L •
0•
X
N
1:12 •
X
Q
N
1:12 •
X
N
GUTTER---"
PLAN

DRIVEWAY CURB OPENING
Y _ DRIVEWAY WIDTH Y

SEE TABLE A) SHOWN ON PLANS SEE TABLE A

BOTTOM OF CURB

ELEVATION
R/W

MONOLITHIC CURB IF

SPECIFIED OR REQUIRED
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL EDGE OF SIDEWALK
2% MAX RISE

EDGE OF SIDEWALK
NOTES:

1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.

2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 52O-C-25OO; FOR COMMERCIAL USE, CONCRETE SHALL BE 56O - C - 325O.

3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.

4. SEE STANDARD DRAWINGS G-2 AND G - 1O FOR CURB AND JOINT DETAILS.

5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY.

6. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.

7. RAMP LENGTH CALCULATIONS ARE BASED ON X-1" TO ACCOUNT FOR THE 1" DRIVEWAY LIP.

8. IF USING FOR ALLEY CROSSING, INSTALL TRUNCATED DOMES PER G - 3O AT BOTTOM OF RAMPS.

SECTION

TABLE A
X Y

CURB RAMP

HEIGHT LENGTH
N
M
Z.

Lc)
cD
I--
co
0'-0"
1,-0"
2'-0"
3'-0"
4'-0"
5'-0"
6'-0"
7,-0"
Revision By Approved
T. STANTON 04/06
Date
Reviewed
Updated
Updated
MR
CV
MR/CV
CV
02/12
12/15
Updated RP S. Engeda 03/22

SAN DIEGO REGIONAL STANDARD DRAWING

CONCRETE DRIVEWAY

FOR CONFINED RIGHT-OF-WAY)

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/20022
Chairperson R.C.E. 52241 Date

DRAWING
G -14DNUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 R/W
PLAN

MATCH WING TRANSITION

DRIVEWAY CURB OPENING

DRIVEWAY WIDTH

SHOWN ON PLANS

BOTTOM OF CURB

EXPANSION JOINT
SEE NOTE 5
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL
R/W
2% RISE MAX

SIDEWALK
MAX

ELEVATION

SECTION
12" R ( TYP)
NOTES:

1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY AGENCY.

2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250.

3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.

4. DRIVEWAY RAMP TO EXTEND TO 10' FROM CURB FACE OR TO RIGHT-OF-WAY, WHICHEVER IS LESS.

5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10', WHICHEVER IS LESS.

6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.

7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.

Revision
NEW

UPDATED
Reviewed
By
MR
RP
Approved
MR/CV
CV
S. Engeda
Date
02/12
12/15
03/22

SAN DIEGO REGIONAL STANDARD DRAWING

CONCRETE DRIVEWAY - TYPE B

CONTIGUOUS SIDEWALK)

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
21 2022
Chairperson R.C.E. 52241 Date

DRAWING
G -14FNUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 SEE NOTE 5
B
L_
TYPE
RSD
R/W \ R/WA
A DIKE
G-5)
r
rTYPE A DI
RSD G-5
ROAD
VARIES
GUTTER
FL
PLAN

NO SCALE
R/W
L

5.5' 4.5' 5' VARIES 5'

DEPRESS
CURB. 9.75%
MAX 2% 4-15%
o -
J

DRIVEWAY

PAVING SCHEDULE
O

MINIMUM
DEPTH OF A.C. GRADE
2" 0-15%
3" 16-20%

MIN DEPTHS PER COUNTY
FIRE STDS. LOCAL AGENCY
REQUIREMENTS MAY VARY.

NOTES:

1. DRIVEWAY PROFILE, WIDTH ( W) AND LENGTH ( L) SHALL BE SHOWN ON PLANS.

2. DRIVEWAYS WITH GRADES GREATER THAN 15% SHALL BE SURFACED WITH ASPHALT CONCRETE ( AC) OR PORTLAND CEMENT CONCRETE ( PCC).

3. MAXIMUM GRADE BREAK 14% ( 5' MINIMUM VERTICAL CURVE PREFERRED).

4. SEE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS G-15 & G-16 FOR DRIVEWAY LOCATION & WIDTH REQUIREMENTS AND G-14 SERIES FOR PCC DRIVEWAYS.

5. 4' MINIMUM ADA ACCESS WHEN WALKWAYS ARE PROVIDED.

6. 4" MINIMUM AC OVER 6" MINIMUM BASE, UNLESS OTHERWISE INDICATED ON PLANS. 2' MIN
SEE
NOTE 6
4%
5'
20%
N,°
15q
5'
209,
MAX
VARIES
12%
B
KEJ
L

MATCH EXIST

DWY PROFILE
12%
5'

SECTION A - A

NO SCALE
W

SECTION B - B

NO SCALE
1' MIN

MATCH EXIST
Revision By ApprovedDate
NEW MR MR/CV 09/11

SAN DIEGO REGIONAL STANDARD DRAWING
UPDATED CV CV 12/15
Reviewed RP S. Engeda 03/22 ASPHALT CONCRETE

DRIVEWAY

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
Chairperson R.C.E. 52241 Date

DRAWING
G-I4GNUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 RADIUS 25'

OR LESS

CURB LINE

PROPERTY LINE

PROPERTY LINE
CURB OPENING .

I,`

12.5% ( OR 1/8) OF -

TOTAL LENGTH OF ARC
By Approved

KERCHEVAL
Date
REQUIREMENT 1

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED
WITHIN 6' OF THE INTERSECTION OF THE PROLONGED
PROPERTY LINES AND THE CURB SHOWN BY ARC A.

REQUIREMENT 2

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED
IN THE CURB RETURN WHERE THE RADIUS OF CURB IS 25'
OR LESS, AS SHOWN BY ARC B.

REQUIREMENT 3

ON ALL CURB RETURNS WHERE THE RADIUS IS MORE THAN
o` Pao 25', CURB OPENINGS MAY ENCROACH UPON EACH END OF THE RETURN A DISTANCE EQUAL TO 12.5% ( OR 1/8) OF THE TOTAL

LENGTH OF THE ARC ON THE CURB RETURN, THUS LEAVING AT
LEAST 75% ( or 3/4) OF THE LENGTH OF ARC ON THE RETURN

FACE FREE FROM DRIVEWAY ENCROACHMENT, PROVIDED
REQUIREMENT 1 IS MET.

REQUIREMENT 4

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED

IN THE CURB RETURN WHERE A SEPARATE TURNING
MOVEMENT IS PROVIDED, AS SHOWN BY ARC C.

Revision
ORIGINAL 12/75
UPDATED CV CV 12/15
Reviewed MW M. Widelski 10/18
Reviewed RP S. Engeda 03/22

SAN DIEGO REGIONAL STANDARD DRAWING

DRIVEWAY LOCATION - ADJACENT TO

CURB RETURNS AND STREET LINES

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/24i/2022
Chairperson R.C.E. 52241 Date

DRAWING
NUMBER G-15
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 RADIUS 25'

OR LESS

CURB LINE

PROPERTY LINE

PROPERTY LINE
CURB OPENING .

I,`

12.5% ( OR 1/8) OF -

TOTAL LENGTH OF ARC
By Approved

KERCHEVAL
Date
REQUIREMENT 1

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED
WITHIN 6' OF THE INTERSECTION OF THE PROLONGED
PROPERTY LINES AND THE CURB SHOWN BY ARC A.

REQUIREMENT 2

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED
IN THE CURB RETURN WHERE THE RADIUS OF CURB IS 25'
OR LESS, AS SHOWN BY ARC B.

REQUIREMENT 3

ON ALL CURB RETURNS WHERE THE RADIUS IS MORE THAN
o` Pao 25', CURB OPENINGS MAY ENCROACH UPON EACH END OF THE RETURN A DISTANCE EQUAL TO 12.5% ( OR 1/8) OF THE TOTAL

LENGTH OF THE ARC ON THE CURB RETURN, THUS LEAVING AT
LEAST 75% ( or 3/4) OF THE LENGTH OF ARC ON THE RETURN

FACE FREE FROM DRIVEWAY ENCROACHMENT, PROVIDED
REQUIREMENT 1 IS MET.

REQUIREMENT 4

NO PORTION OF ANY CURB OPENING SHALL BE PERMITTED

IN THE CURB RETURN WHERE A SEPARATE TURNING
MOVEMENT IS PROVIDED, AS SHOWN BY ARC C.

Revision
ORIGINAL 12/75
UPDATED CV CV 12/15
Reviewed MW M. Widelski 10/18
Reviewed RP S. Engeda 03/22

SAN DIEGO REGIONAL STANDARD DRAWING

DRIVEWAY LOCATION - ADJACENT TO

CURB RETURNS AND STREET LINES

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/24i/2022
Chairperson R.C.E. 52241 Date

DRAWING
NUMBER G-15
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

MONOLITHIC CURB IF SPECIFIED OR REQUIRED

SEE TYPE A

SIDEWALK
CURB

SIDEWALK
Z

SEE TYPE B
Z
R/W
TOP OF
1 CURB

ELEVATION GUTTER FLOW
LINE
A

PLAN - TYPE A

OF RETURN
A

MONOLITHIC CURB IF

SPECIFIED OR REQUIRED

TRANSITION AREA
0•

FACE OF CURB

UP OF GUTTER
4' MIN
R/W

6. 6111====______

TRANSITION
AREA

FACE OF CURB
6"
4' MIN
Z
i..A

PLAN - TYPE B

8. 339 MAX
SEE NOTE 4 TRUNCATED
DOMES
4" THICK MIN

SECTION A -A
NOTES:

1. SEE STANDARD DRAWING G - 32A FOR GENERAL NOTES.

2. FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30.

3. Z SIDE SLOPES SHALL BE 1:10 OR 15' MAX.

4. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.

5. * LANDING MAY BE REDUCED TO 3' MIN IF INFEASIBLE BUT Z SIDE SLOPES SHALL BE 1:12 MAX OR 15' MAX. 3'-0"

LIP ( TOE) OF
GUTTER
5% MAXIMUM GUTTER

APRON SLOPE AT

RAMP OPENING

SEE DETAIL B

STANDARD
DRAWING G - 32A
Revision By ApprovedDate
ORIGINAL BAHMANIAN 04/86

SAN DIEGO REGIONAL STANDARD DRAWING
UPDATE K.EQUIPADO 12/22

CURB RAMP - TYPES A AND B

NEW CONSTRUCTION)

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/21/2022
Chairperson R.C.E. 52241 Date

DRAWING
G -27ANUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 0" MIN
DETAIL 1
2E
ID
Z_
2E
CD

TRUNCATED
DOMES

TRUNCATED DOMES

2.3" TO 2.4" SPACING C/C
O@ @@OOOOOOOOOOOO@@@@OOOOOOO
O@ @@@@@@OOOOOOOO@@@@OOOOOOO
@@@@@O@OOOOOOOO@@@@OOOOOOO
O@@@@@@O@OOOOOOOO@@@@OOOOOOO
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1oO C1O@ C•O C•O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1O@ C•O 0 0 0 0 0 0 0 0 O C1OC'O C'O C'O 0 0 0 C° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PLAN - TILE

NOT TO SCALE

2.3" TO 2.4"
DETAIL 1

NOT TO SCALE
000.00 000
000.0 00
000. I\ 0
000
0 000
00000 0
0000000 00
0000 000000000 000
000000000000000000
0000 000000000 000
0000000 00
00000 0
000
0 00 000
000 00000
NOTES

1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW
AND APPROXIMATE 33538 OF SAE AMSSTD-595A OR AS
SPECIFIED BY THE AGENCY. COLOR SHALL BE
HOMOGENEOUS THROUGHOUT THE TILE.

0.2"
Revision By ApprovedDate
ORIGINAL PARKINSON 02/95

SAN DIEGO REGIONAL STANDARD DRAWING
Updated K.EQUIPADO 03/22

TRUNCATED DOMES

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
Chairperson R.C.E. 52241 Date

DRAWING
G_30NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 SEE NOTE # 6
1/4"
4'-0" MIN

LANDING
12" WOE BORDER

TRUNCATED DOMES

SEE STANDARD
DRAWING G-30
12"

DETAIL A
12" WIDE BORDER

LINE OF CURB
o•

8.33% MAX
3'-0" MIN

REMOVE & RECONSTRUCT

PAVEMENT AS SHOWN ON
PLANS TO PROVIDE 5%
MAX SLOPE WITHIN 4'-0"
RAMP APPROACH.

EDGE OF

TRUNCATED DOMES

DETAIL B
SEE NOTE 7
NOTES

1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR

CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE.

2. CONCRETE SHALL BE CLASS 520-C-2500.

3. AREAS SHOWN THUS: ,'; ' b SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS: 7i ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION.

4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY.

5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 ( 5%).

6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.

7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWLINE.

Revision By ApprovedDate
ORIGINAL PARKINSON 02/95

SAN DIEGO REGIONAL STANDARD DRAWING
UPDATE D. DAVIES 12/04
REVISED T. STANTON 04/06
UPDATED MR MR/CV 03/12
REVIEWED CV CV 12/15

GENERAL NOTES FOR CURB RAMPS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
11/17/2015
Cha rson R.C.E. 19246 Dale

DRAWING
NUMBER G -32A
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 1 3/4"x 1 3/4"
12 Gauge Post
6'
Unless Otherwise Shown on Plans
NOTES

1. Structural steel tubing used for
post & sleeves shall be
galvanized 12 gauge cold rolled
steel, of the nominal dimensions
shown hereon and meet the
requirements of ASTM A446
Grade A.

2. Galvanizing shall be per ASTM
A525. Posts & sleeves shall
have 7/16" dia. holes
spaced 1" o.c. ± 1/8"
shall have no more variation in
straightness than 1/16" in
3'. Posts shall be square
within ± 0.014", have twist
no greater than 0.062" in 3' and
have corner radii of 5/32"
1/64".

3. The signs shall be mounted
on posts in accordance with
Section 56, " Signs" of the State
Standard Specifications. All
fastening hardware is to be
provided by the Contractor.

4. Maximum sign size 5.2 sq. ft.
0 u)
o
t -
m8.25'toc
E
o
2 1/4"x 2 1/4"
12 Gauge Post _
2"x 2"-12 Gauge
Post
I.I
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
2"±
t
3/8" Rivet ( typ.)
Rivet Specification
Dimension: 3/8" Dia. Shank
7/8" Dia. Head
Grip Range: . 200—.356
Finish: Electro—Galvanize
ASTM—B-633
Type III SCI
3/8" Rivet ( typ.)
2 1/4" Anchor Sleeve
3"
J of
420
Existing
Ground
K-2" Anchor Post
Revision
Updated
By Approved
D. Gerechoffer
Date
15 — Dec

SAN DIEGO REGIONAL STANDARD DRAWING

BREAK - AWAY SIGN POST

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
12/17/2075
Ch.irperson R.C.E. 19246 Date

DRAWING
M 45NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

ROUNDED

CONCRETE
4" DIAMETER

GALVANIZED STEEL POST,
1/4" WALL FILLED

WITH CONCRETE

ROUND CONCRETE

FINISH GRADE

CONCRETE FOOTING

LEGEND ON PLANS
1c
8" MIN

DIAMETER

PROTECTION POST
TYPE " A"
4 - CHAIN LINK

SEGMENT WELDED

TO SLEEVE

ROUNDED

CONCRETE
4" DIAMETER

GALVANIZED STEEL
POST 1/4" WALL

CHAIN HASP SEE

DETAIL BELOW

ROUND CONCRETE

FINISH GRADE
5" DIAMETER

GALVANIZED PIPE
SLEEVE 1/4" WALL

CONCRETE FOOTING
18" DIA
N

DEMOUNTABLE PROTECTION POST
TYPE " B"

CHAIN HASP DETAIL

LEGEND ON PLANS
4" DIAMETER

GALVANIZED STEEL
POST 1/4" WALL

CONCRETE FOOTING
5" DIAMETER

GALVANIZED PIPE
SLEEVE 1/4" WALL
NOTES:
1) TYPE " A" AND TYPE " B" PROTECTION POSTS SHALL BE INSTALLED WHERE INDICATED ON THE APPROVED PLANS OR AS DIRECTED BY THE ENGINEER. SDG&E REQUIREMENTS DICTATE IN

AREAS OF SDG&E EQUIPMENT
2) CHAIN TO BE 1/4" PROOF COIL CHAIN GALVANIZED STEEL. WELD 4 - LINK SEGMENT TO POST AND 3 - LINK SEGMENT TO SLEEVE
3) TYPE " A" AND TYPE " B" PROTECTION POSTS SHALL BE COATED USING SAFETY YELLOW IN

ACCORDANCE WITH AGENCY'S STANDARDS
Revision By ApprovedDate
ORIGINAL Kercheval 12/75
T. Stanton 03/03

SAN DIEGO REGIONAL STANDARD DRAWING
Add Metric
Replaced W-16 J. Tomasulo 10/04
Delete Metric MR B. KNOLL 03/11
Updated BK B. KNOLL 10/18

PROTECTION POST INSTALLATION

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
Chai
70 25 2098
erson R.C.E. 19246 Date

DRAWING
WM-04NUMBER
05/26/2026
C7

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NOTES
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TUBINGFO
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1"
SERV
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NO

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JOINTS

PERMITTED )
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3'
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ALL
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OUTLETS
SHALL
BE

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OU
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WARNING

IDENTIFICATION
TAPE
0 O 0 c z m m O m 0
D
a Ul O O CS)0 w V COO mUlmm 0OD
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 TYPE A

CONTIGUOUS

SIDEWALK
TYPE B

NON-CONTIGUOUS

SIDEWALK
TYPE C

WITH CURB

NO SIDEWALK
TYPE D

NO CURB
SEE NOTE 3

SIDEWALK
24" FROM PROPERTY
LINE.EDGE OF PAVEMENT

OR EDGE OF RIGHT OF WAY
24 METER BOX
NOTE:

SEE NOTE3
CURB
CURS

ME I ER BOX
9"

ROAD SURFACE

1. METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS.

2. WHERE SERVICE LATERAL CROSSES A NEW CURB, THE
LOCATION SHALL BE MARKED BY STAMPING A " W° IN THE

FACE OF THE CURB AT THE CROSSING POINT

3. METER BOX SHALL BE INSTALLED 9" FROM BACK OF BERM,
CURB, OR SIDEWALK.

4. AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF METER BOX.

REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
UPDATED B SMITH 03/25/11

METER BOX LOCATIONS
3124

BRIAN SMITH DATE
R.C.E. 39926
STD. DWG. 1-4
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 24" 7' MAX.

TYPE
A
TYPE
B
TYPE
c
TYPE
D
NOTES
CONC. APRON
4'x4'x€3"THICK
24"
CONC. APRON
4'x4'x8" THICK

SIDEWALK

COLD JOINT STRIP
3'
1 SIDEWALK
CONC. APRON
4'x4'x8"THICK
2 1/2"

CURB FACE
2 OUTLETS3 OUTLETS

CURB OR

ASPHALT
BERM

CURB OR

ASPHALT
BERM

CURB OR

ASPHALT
BERM
1 APRON, WHERE REQUIRED
2 DISTANCE FROM HYDRANT TO TOP OR TOE OF SLOPE, MINIMUM 3' REQUIRED. 3 WHERE HYDRANT IS NOT PROTECTED BY A VERTICAL FACE CURB, PROTECTIVE POSTS MAY BE REQUIRED BY DISTRICT. SEE STD. DWG. 4-3 FOR DETAILS.
4 HYDRANT SHALL BE LOCATED 5' FROM CURB RETURN, 5' MIN. FROM DRIVEWAY, ON PROPERTY LINE EXTENSION, OR AS SHOWN ON PLANS.

REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
UPDATED B. SMITH 03/25/11

FIRE HYDRANT LOCATIONS BRIAN SMITH DATE
R.G.E. 39926
STD. DWG. 4-2
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 HEIGHT=H
1" CHAMFER
i
z
0 I
1'-0"
TYPE - A WALL f - o" MIN

APPLICABLE FOR ALL TYPES

OF BACKFILL LOADINGS)
EXPANSION JOINT © 30'-0"±

CENTERS ( MAX) AND/OR
EACH STEP.

H/2+10"

TYPE - B WALL

ELEVATION
I
1-1/2: 1 SLOPE UNLIMITED
OR
2' LEVEL SURCHARGE

VEHICLE TRAFFIC)
z
0 I
z'-0" MIN

TOP OF WALL
H/2

CHAMFER

LEVEL SURFACE

THERE SHALL BE NO

LOADINGS EXTENDING

ABOVE TOP OF WALL

WITHIN A DISTANCE

EQUAL TO HEIGHT OF
THE WALL.

TYPE - C WALL

FINISHED GROUND LINE

LEVEL REFERENCE
WALL
TYPE

HEIGHT BASE

CONCRETE
CF/FT
A 1'-6" 1'-0" 1.50 cu ft.
2'-0" 1'-0" 2.00 cu ft.

B
3'—O" 2'-4" 4.99 cu ft.
4'-0" 2'-10" 7.66 cu ft.
5'-0" 3'-4" 10.82 cu ft.
6'-0" 3'-10" 14.49 cu ft.

C
3'-0" 1'-6" 3.75 cu ft.
4'—O" 2'-0" 6.00 cu ft.
5'-0" 2'-6" 8.75 cu ft.
6'-0" 3'-0" 12.00 cu ft.

NOTE:

SEE C-10 FOR SECTION A - A, NOTES AND DETAILS.

Revision By ApprovedDate
ORIGINAL Kercheval 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
Reviewed TS T. Stanton 11/15
Reviewed DH T. Stanton 09/18
Reviewed RP S. Engeda 03/22

GRAVITY RETAINING WALLS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/20022
Chairperson R.C.E. 52241 Date

DRAWING
C-09NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

CONCRETE
CONCRETE SHALL BE 560-C-3250.

DESIGN CONDITIONS

WALLS ARE TO BE USED FOR THE

LOADING CONDITIONS SHOWN FOR
EACH TYPE WALL. DESIGN H MAY BE

XCEEDED BY SIX INCHES BEFORE
GOING TO NEXT SIZE.

DESIGN DATA
FC = 1200 PSI
F'C = 3000 PSI
EARTH = 120 PCF
AND EQUIVALENT FLUID PRESSURE=36 PSF

PER FOOT OF HEIGHT
WALLS SHOWN FOR 1-1/2:1 UNLIMITED

SLOPING SUCHARGE ARE DESIGNED IN

ACCORDANCE WITH RANKINE'S FORMULA

FOR UNLIMITED SLOPING SURCHARGE WITH
0 = 42'.

NOTE: MAXIMUM TOE PRESSURE UNDER
WALL FOOTING = 1-1/2 TONS/SQ. FT.

SPECIAL DESIGN REQUIRED WHERE

FOOTING MATERIAL IS INCAPABLE OF
SUPPORTING THIS PRESSURE.

EXCAVATION AND BACKFILL

COMPACTION OF BACKFILL MATERIAL

BY JETTING OR PONDING WITH WATER
WILL NOT BE PERMITTED.

EACH LAYER OF BACKFILL SHALL BE

MOISTENED AS DIRECTED BY THE

ENGINEER AND THOROUGHLY TAMPED,

ROLLED OR OTHERWISE COMPACTED

UNTIL THE RELATIVE COMPACTION IS
NOT LESS THAN 90 PERCENT.

NO BACKFILL MATERIAL SHALL BE

DEPOSITED AGAINST CONCRETE

RETAINING WALLS UNTIL THE

CONCRETE HAS DEVELOPED A
STRENGTH OF 2,500 PSI IN

COMPRESSION AS DETERMINED BY
TEST CYLINDERS, OR UNTIL 28 DAYS
AFTER WALL HAS BEEN PLACED.

TOP EXTENSION IF SPECIFIED
FILLER MATERIAL: 1" MAX
CRUSHED AGGREGATE 4 CU. FT.

MIN AT EACH DRAIN.
4" DIA. DRAINS WITH 1/4" GALV.

WIRE MESH SCREEN, 8" ABOVE

OUTSIDE GROUND SURFACE, SLOPE
1/2" PER FT. LOCATE DRAINS
15'-0" CENTER TO CENTER OR AS
DIRECTED BY THE ENGINEER.

TYPICAL DRAINAGE

WHEN H IS GREATER
THAN 4'-O"
1/2" EXPANSION JOINT, FILL WITH PREMOLDED
EXPANSION JOINT FILLER. LOCATE JOINTS AT
APPROX. 30'-0" CENTERS OR AS DIRECTED BY
THE ENGINEER.
3/8" DIA. _
1/2"

CHAMFER

WATER STOP, USE ONLY

WHEN WATERTIGHT JOINT IS

REQUIRED, SEE WATER
STOP DETAIL.

SECTION A - A
EMBEDMENT 2-3/8" MIN
3/8" SPLIT PERMITTED

RUBBER WATERSTOP

USE ONLY WHEN WATERTIGHT
JOINT IS REQUIRED.

Revision By ApprovedDate
ORIGINAL Kercheval 12/75

SAN DIEGO REGIONAL STANDARD DRAWING
Reviewed TS T. Stanton 11/15
Reviewed DH T. Stanton 09/18
Reviewed RP S. Engeda 03/22

GENERAL NOTES AND DETAILS

FOR GRAVITY RETAINING WALLS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/20022
Chairperson R.C.E. 52241 Date

DRAWING
C-10NUMBER
05/26/2026
C7

Docusign Envelope ID: A754910D-196O-4137-A807-1E5FFA1C1618 2" AC PAVEMENT
FINISH
a ,
f''" GRADE
I 2` MAX..
e/A:,--:1- X11.`.\rf‹ t,,,
2 6
I
4 DETAIL A

NO SCALE
1 5
TOP V€ D/

THROUGH
SLOT
NOTES D,01
WATER
1 PIPE SHALL BE SAW OR MACHINE CUTON EACH ENI.7,NO BEVELED OR BELL SECTIONS , 2 FOR INLINE VALVE ANCHOR BLOCK INSTALLATION SEE STD. DWG, 5-5 3 VALVES DEEPER THAN 5' REQUIRE A VALVE STEM EXTENSION
4 EXTENSION STEMS SHALL NOT BE ATTATCHED / BOLTED TO OPERATING NUT 5 MATERIALS SHALL BE SELECTED FROM THE VID APPROVED MATERIAL LIST ITEM
NO.

SIZE AND DESCRIPTION
ITEM
NO. SIZE AND DESCRIPTIO..
1 1
RESILENT WEDGE GATE VALVE 4 8' PVC DR - 14 PIPE x REQUIRED LENGTH OF GATE WELL 2 6` HIGH x 6" WIDE COMPACTED
ASPHALT - CONCRETE RING 6
SUPPORT WITH ( 2) 2" x 2" x 12" LOf\IG REDWOOD
G

BLOCKS OR THE CONCRETE VALVE BLOCKING
3 VALVE STEM EXTENSION SEE NOTES 3 8: 4 6 12" x 8" GALVANIZED SLEEVE, 20 GUAGE 7 8" x 6" GATE WELL LID SEE APPROVED VID MATERIAL LIST

REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
4! TH - 31251/1
UPDATED B. SiJI 3125/11

VALVE WELL INSTALLATION

BRIAN SMITH DATE
R.C.E 39926
STD. DWG. 5-3
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Appendix G:

COV Encroachment Permit
05/26/2026
C7

Docusign Envelope ID A75491 0D - 196C - 4137-A807-1 E5FFA1 C1618

CITY OF VISTA

C A L I F O R N I A
Please print required information

ENCROACHMENT PERMIT APPLICATION FORM
NOTE: 36" MINIMUM

FOR UTILITIES

COVER T

IN RIGHT-OF-WAY

ENGINEERING DEPARTMENT
200 CIVIC CENTER DR.

VISTA, CA 92084
760) 639-6111
JOB AND OR DRAWING NUMBER: ISSUED BY: DATE:

JOB SITE ADDRESS OR DESCRIPTION: PERMIT #: PERMIT EXPIRATION DATE:
48 HOUR NOTICE REQUIRED FOR

INSPECTION AND PRIOR TO START OF WORK
CALL ( 760) 639-6113
ASSESSOR'S PARCEL NUMBER ( APN):

CONTRACTOR:

YOU MUST CALL UNDERGROUND
1-800-422-4133)
2) WORKING DAYS

UNDERGROUND SERVICE ALERT

THIS PERMIT IS INVALID

SERVICE ALERT AT

PRIOR TO WORK
NO.

CONTRACTOR'S MAILING ADDRESS:

CITY ZIP WITHOUT THIS NUMBER
EMAIL ADDRESS:

A CASH SECURITY is required for trench
covered by construction bonds. CASH
of $ 500 or equal to the cost of the proposed
City's right-of-way. CASH SECURITY
deposit amounts greater than $ 500,
SECURITY may be returned upon completion
improvements by the City Engineer
percent ( 10%) or a minimum of $ 500
excavation or any work not
SECURITY shall be a minimum
improvements within the
may be returned as follows. For
ninety percent ( 90%) of the CASH
and approval of the
or his designee. The remaining ten
will be retained for a period of ( 1)
CASH SECURITY will be
unacceptable work, trench failures
completed within ( 5) working
PHONE#: FAX#:

STATE LICENSE NUMBER BUSINESS LICENSE NUMBER
DESCRIPTION OF WORK:
year after the date that the work is completed.
forfeited and used to correct defects,
or subsidence if corrective work is not
days after notification.

I agree to save, keep and hold harmless the CITY OF VISTA, its officers and agents, from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property, or of personal injury received by reason of or in the course of performing work, which may be caused by any willful or omission by the contractor, or any of the contractor's employees, or any sub - contractor. The CITY OF VISTA will not be liable for any accident, loss or damage to the work prior to its completion and acceptance.

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability, for workman's compensation or to undertake self-insurance in accordance with the provisions of said Labor Code and I will comply with such provisions before commencing the performance of the work of this contract.

I hereby acknowledge that I have read this application and certify that the information given is correct. I agree to comply with all applicable city ordinances, state laws and with the requirements of this permit.

SIGNATURE
JOB SITE CONTACT:

CELL PHONE #
START
DATE

ESTIMATED

COMPLETION DATE

THE FOLLOWING MUST BE INCLUDED OR EMAILED
WITH PERMIT APPLICATION:

TRAFFIC CONTROL PLANS ( 1 COPY)
SITE PLAN / VICINITY MAP ( 1 COPY)
CONSTRUCTION PLANS ( 1 COPY)
LIABILITY INSURANCE ( 1 COPY)
WORKMAN'S COMP INSURANCE ( 1 COPY)
CITY OF VISTA BUSINESS LICENSE ( 1 COPY)
CALOSHA PERMIT ( 1 COPY)

PLEASE SEND EMAIL SUBMISSIONS TO THE
FOLLOWING EMAIL ADDRESS:
[email protected] PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT - CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON Version Date July 2023
05/26/2026
C7

Docusign Envelope ID: A754910D-196O-4137-A807-1E5FFA1C1618

CITY OF VISTA

C A L I F O

CITY OF VISTA
Requirements for Encroachment Permits

1. Must have State Contractor's License.

2. Required License Types: For trenching, only A, C-34, C-36 & C42 allowed Additional License Types may be allowed for Surface Improvements

3. State of California Occupational Safety and Health Peanut ( CALOSHA).

4. Must submit applicable Underground Service Alert Number, if applicable.

5. Must have valid City of Vista Business License.

6. Must have Workers Compensation Insurance with the City of Vista as Certificate Holder.

7. Must have Liability Insurance with the City of Vista listed as the Certificate Holder and as Additional Insured.

If working in a street or easement, liability amount must be at least $ 1,000,000.00 For surface improvements - sidewalks or driveways amount must be $ 500,000.00

8. Must have $ 1,000,000.00 of pollution liability insurance if doing any work on or within public sewer manholes or public sewer mains.

9. Must adhere to the attached City Notices for Traffic Control, Materials, and Stormwater standards.

PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance Endorsements must cover Ongoing and Completed Operations

10. Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $ 1,669.85 plus a minimum cash trust deposit of $ 500.00 or an amount equal to the cost of the improvements being done within the City's right-of-way. Minimum permit fee covers 3 hours of inspection time and 30 minutes for preconstruction meetings. Additional fees will be due if more than 3 hours of inspection time is required.

Trust Deposit may be returned as follows.

Ninety percent ( 90%) of Cash Deposit may be returned upon completion and approval of the improvements by the City Engineer or his designee.

The remaining ten percent ( 10%) or a minimum of $ 500.00 will be held for a period of one year after the completion and final approval of the work and may be returned if the funds are not required to correct improvement defects, unacceptablesurface work and trench failure or subsidence which is not corrected within ( 5) working days after notification.

APPROVABLE TRAFFIC CONTROL PLANS MUST TO BE SUBMITTED WITH PERMIT APPLICATION. ISSUANCE OF PERMIT MAY BE DELAYED IF NOT SUBMITTED.

TRAFFIC CONTROL PLANS MUST MEET ALL REQUIREMENTS MANDATED WITHIN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES.
200 Civic Center Drive • Vista, CA 92084 • Ph 760-639-6111 • Fax 760-639-6112 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 CITY OF VISTA - Notice
The following General Traffic Control Conditions shall be considered a part of the City of Vista Encroachment Permit Traffic Control and Standards

1. Telephone Engineering Inspection at 760-639-6113, 48 hours prior to any work in the City right-of-way.

2. The traffic control plan must be prepared by either a California licensed Traffic Control Services Consultant ( C31 Contractor's License — Construction Zone Traffic Control Contractor) or be a California registered Traffic or Civil Engineer.

3. The traffic control plan must be in accordance with the latest edition of the California MUTCD or the San Diego Regional Standard Drawings.

4. The Encroachment Permit shall be kept on the worksite during all ongoing work with the City -approved traffic control plan.

5. Traffic control shall be set and maintained per the City approved traffic control plan. Barricades shall be Type II Flashing, with reflectorized delineators and signs, if required for night operations. Minimum lane width is 11 feet.

6. No street shall be closed without the approval of the Traffic Engineer pursuant to a City approved traffic control plan.

7. Pedestrian walkway shall be left open or detoured using a minimum four - foot - wide safe passageway pursuant to a City approved traffic control plan.

8. Normal working hours are 7:00 a.m. — 5:00 p.m., Monday through Friday unless indicated otherwise on the City approved traffic control plan.

9. Work in the public right-of-way shall be Monday through Friday only. No work is allowed on Saturday, Sunday, or City Holidays without prior City approval.

10. Upon permit expiration, all work ceases until a new permit application is submitted and approved. Existing permit time extension requests must be submitted prior to expiration date of permit.

11. No construction vehicles shall be parked upon public sidewalks. VCC

10.24.040.

12. It is the permittee's responsibility to protect against any dirt or debris from being deposited within the City storm drain system. See attached stormwater pollution prevention requirements.

13. The permittee is required to immediately comply with all directives issued by the City Inspector to eliminate dust, mud, or other site nuisance. 200 Civic Center Drive ` Vista, CA 92084 ` 760-639-6111 * Fax 760-639-6112 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 CITY OF VISTA - Notice
The following Materials and Standards shall be considered a part of the City of Vista Encroachment Permit
Materials and Standards

1. The permittee is responsible to perform all work and conduct operations per City approved editions of the SSPWC, SDRSD, CITY STDS, CODES, this PERMIT, and all other applicable requirements.

2. No trenches shall be left open overnight. Trenches shall either be plated with recessed non-skid trench plates and all edges sealed with temporary AC seal, or backfilled and paved with a minimum of 2" of compacted 3/4" B2 PG 64-10 hot mix. Temporary AC Cold Mix is not allowed unless authorized by the City Engineer. For trenches wider than 4 - feet, a paving machine is required.

3. Curb, gutter, sidewalk, driveways, and curb ramps shall be sawcut to an even line and be removed joint to joint per SDRSD G-11.

4. Curb and gutter and cross gutter shall be removed as directed by the City Inspector. Concrete removal will require a 1' minimum section of asphalt sawcut and repave.

5. Permanent asphalt placement shall be per City of Vista Std. Dwg. SRF-08A & 08B. Two-inch 2") grind and cap is required for all trenches and shall extend a minimum of 4 feet wide or 12 - inches from the outside edge of the trench whichever is greater. AC shall be placed using a spreader box or a paving machine. Cap with 1/2" Med. C2 - PG 64-10 RAP unless otherwise noted. Streets paved with rubberized asphalt shall be capped with the same material.

6. All damaged roadway striping shall be replaced in kind.

7. All concrete placed shall be transit mix, unless waived by the City Inspector.

8. Two - sack slurry backfill is required when tunneling under curb and gutter.

9. All subgrade ( 12" depth) and basegrade material shall be compacted to 95 percent density.

Sidewalk sub/base material shall be compacted to 90 percent density. Certification, including compaction testing, shall be provided by the Permitee unless waived by the City Inspector.

10. No excavated material shall be hauled to a site within the City of Vista, without City Inspector knowledge of the end haul location, and the appropriate permits.

11. Any continuous hauling operation will require a City approved Haul Route Permit, prior to commencing the haul. Hauling of dirt/rock etc. without this permit may subject this haul to an immediate Stop Work Notice.

12. Approved City materials for construction include:
a. Asphalt: Surface course — 1/2" Med. C2 - PG 64-10 RAP, Min. . 10 thick Base course — 3/4" Med. B - PG 64-10 RAP
Berm — D2 - AR - 8000
Performance Grade ( PG) asphalt binder may be substituted for AR - 8000 asphalt binder in AC Berm]
b. Concrete for structures — 6 -sack 3250 PSI min.
c. Concrete for curb and gutters, sidewalks, driveways — 520-C-2500 min. d. Base material for curb ramps — 6" Class II/Caltrans 26-1.02B e. Street base material — Class II
f Sidewalk base material — 6" Class II
Curing compound on all concrete — Type I SSPWC 303-5.6
All standards are considered minimum and may be revised by the City depending upon field considerations, standards and materials approved on a signed City plan, supercede above materials and standards. It is the permittee's responsibility to understand and implement all Standards, Codes and other applicable requirements. 200 Civic Center Drive * Vista, CA 92084 * 760-639-6111 * Fax 760-639-6112 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

CITY OF VISTA - NOTICE
The following Stormwater Pollution Prevention Requirements shall be considered part of the City of Vista Encroachment Permit Stormwater Pollution Prevention Requirements
Project Activity Required Pollution Prevention
Trash & Waste Generation

REQUIRED FOR ALL
Permittee shall inform any on - site employees of these pollution prevention requirements.

Within or adjacent to the encroachment area, permittee shall:

Collect and contain all construction trash, waste, and debris Promptly contain and clean any spill on site
Routinely inspect site, remove loose trash, and prevent spills Properly dispose of any hazardous materials
Not wash down surfaces unless water is collected and removed or directed to landscape
Close lids in trash collection areas when not in use
PROJECTS* *
Digging of Dirt — excavation,
trenching, demolition of
structures or grading
Within or adjacent to the encroachment area, permittee shall:

Prevent dirt from migrating into street, sidewalk, or storm drain Protect nearby storm drain inlets with perimeter controls and/or filter fabric Install and maintain effective erosion and sediment controls Cover exposed soils using mulch, tarps, or erosion control devices Secure tarps over dirt and debris piles
Routinely sweep site to remove and properly dispose of dirt generated by work Driveway or Sidewalk Within or adjacent to the encroachment area, permittee shall:

Direct surface runoff to landscape areas, where feasible Follow Required Pollution Prevention Requirements for " Digging of Dirt" Follow Required Pollution Prevention Requirements for " Concrete, Paint, Mortar, or Stucco Work"
Concrete, Paint, Mortar, or
Stucco Work
Within or adjacent to the encroachment area, permittee shall:

Contain wet mixing areas within confined area
Prevent concrete, paint, mortar or stucco material from migrating into street, sidewalk or storm drain
Properly dispose of waste material generated by work
Temporary Storage of
Materials Outside
Within or adjacent to the encroachment area, permittee shall:

Elevate work materials off ground where possible, such as on pallets Secure tarps over work materials stored outside
Washing of Material,
Equipment, or Surface
Within or adjacent to the encroachment area, permittee shall:

Not wash down surfaces unless water is collected and removed or directed to landscape
Landscaping and Irrigation
Systems
Within or adjacent to the encroachment area, permittee shall:

Not store landscape materials in street
Prevent dirt from migrating into street, sidewalk, or storm drain Secure tarps over piles of mulch or soil
Routinely sweep site to remove and properly dispose of dirt generated by work Not wash down surfaces unless water is collected and removed or directed to landscape
Test irrigation system, preventing overspray and runoff from hard surfaces 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Appendix H:

Sample Public Notification Documents
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

CITY OF VISTA

C A L I F O R N I A
NOTICE
2023 Pedestrian Mobility
Sidewalks Project

WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista has retained of , CA to construct sidewalk and curb ramp improvements along W. California Ave from N. Santa Fe Ave to Calle Chapultepec.

The construction will require the implementation of traffic control to accommodate the work.

Curb ramps and pedestrian traffic in the areas described above will be temporarily affected.

Vehicle access through the work zone will also be temporarily affected but the streets will remain open to through traffic.

We will endeavor to complete this work as quickly as possible and with a minimum of inconvenience to you. Thank you for your understanding and cooperation during the construction of this project.

If you have any questions about the project or any concerns during construction, please contact one of the individuals below:

City Project Manager
Name
Engineering Department
760) 643-
@citvofvista.com
Sincerely,
City Inspector
Name
Engineering Department
760) 726-1340 x- Phone number
@cityofvsita.com E-mail address
Construction Contractor
Name
Company
Project Manager Name
City of Vista, Engineering Department
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

CITY OF VISTA

C A L I F O R N I A

NOTIFICACION
Movilidad Peatonal 2023
Proyecto de Banquetas
EI trabajo comenzara MONTH YEAR y terminara MONTH YEAR
La ciudad de Vista ha contratado a de , CA para la construccion de banquetas y entradas por las siguientes calles:

Woodrail Drive a Gannet Drive
La construccion requiere control de trafico para poder trabajar. Las entradas y trafico peatonal en las areas mencionadas anteriormente seran temporalmente afectadas.

EI acceso vehicular en el area de construccion tambien sera temporalmente afectado, pero las calles se mantendran abiertas al trafico.

Esperamos completar este trabajo to mas pronto posible con minimas molestias. Le agradecemos su comprension y cooperacion durante la construccion de este proyecto.

Si tiene alguna pregunta o preocupacion durante la construccion, por favor comuniquese con cualquiera de las siguientes personas:

Gerente del Proyecto
Name
Departamento de Ingenieria
760) 643-
@citvofvista.com
Atentamente,
Inspector de la Ciudad
Name
Departamento de Ingenieria
760) 726-1340 x-
@cityofvsita.com
Gerente del Proyecto para la Ciudad, Name
Ciudad de Vista, Departamento de Ingenieria
Contratista de Construccion
Name
Company
Phone number
E-mail address
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 City of Vista
Engineering Department
NOTICE
2022 Sidewalks
Project NO PARKING
7:00 A.M. - 5:00 P.M.

SORRY FOR THE INCONVENIENCE
Your side of the street MUST BE CLEAR OF PARKED VEHICLES on:
so that our contractor can construct new sidewalk and driveways in your neighborhood.

Since parking on the street will be prohibited and your driveway will be replaced on this date, PARK YOUR CAR ON THE OPPOSITE SIDE OF THE STREET OR ON AN ADJACENT, NON - POSTED STREET before the time listed in this notice so that you will not be deprived of its use.

PARKED CARS WILL BE TOWED
You will NOT BE ALLOWED TO USE YOUR DRIVEWAY OR THE
SIDEWALK on your street until the concrete surface cures. Please obey all construction area signs.

Please do not permit water to run down your driveway, across the sidewalk or in the gutter during street work. This will help the concrete to cure. If your trash is scheduled for pick up on this date, please have it out by 6:00 a.m. Access to your house will be provided.

UNDER NORMAL WEATHER CONDITIONS your street should generally be back in service by 5:00 p.m. However, the construction delays and unforeseen problems could affect the completion time. Work not done because of wet weather or unforeseen circumstances will be rescheduled and you will be re - notified within the next 2 weeks.

We realize the inconvenience caused by limited access to your house.

Please understand that the inconvenience caused at this time is minor compared to the convenience of having sidewalk in your neighborhood.

THANK YOU FOR YOUR COOPERATION
City of Vista, Engineering Department ( 760) 7639-6113
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Ciudad de Vista
Departamento de Ingenieria
AVISO
Proyecto de mejoramiento de
banquetas para el ano 2022
No habra estacionamiento
De Ias 7:OOam hasta Ias 5:OOpm
Sentimos Ia molestia
Su lado de la calle debe estar libre de vehiculos estacionados el dia:
para que el contratista pueda construir nuevas banquetas y entradas de autos en su vecindario.

Ya que se prohibira el estacionamiento en la calle y su entrada temporalmente, estacione su coche en el Iado opuesto de la calle o en una calle cercana antes del horario mencionado en este aviso para prevenir que su carro sea remolcado.

LOS COCHES ESTACIONADOS SERAN REMOLCADOS
No se permitira el use de su entrada de carro hasta que se concluya la construccion de la banqueta. Por favor obedezca todas Ias indicaciones de la zona de construccion.

Por favor no permita que el agua corra por el camino de la entrada, sobre la banqueta, o en el canal durante la construccion de la calle. Esto ayudara que el concreto se segue. Si Ia coleccion de basura esta programada para esa fecha, por favor asegurese que Ios botes de su basura esten afuera a Ias 6:OOam. Se proporcionara acceso a su casa para la coleccion de la basura.

Bajo condiciones normales de clima, generalmente su calle debe ser accesible despues de Ias 5:OOpm. Sin embargo, problemas imprevistos y retrasos de construccion podrian afectar la fecha de terminacion del proyecto. Si el trabajo se retrasa por Iluvia o por circunstancias imprevistas, sera reprogramado y se le notificara en un lapso de 2 semanas.

Estamos conscientes de Ias molestias causadas por acceso limitado a su casa.

Por favor, comprenda que Ias molestias ocasionadas en este tiempo son temporales y menores en comparacion con la comodidad de tener banquetas nuevas en su comunidad.

GRACIAS POR SU COLABORACION
Ciudad de Vista, Departamento de Ingenieria, ( 760) 7639-6113 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618 Appendix H:

Percolation Test Report
05/26/2026
C7

Docusign Envelope ID: A7549100 - 196C - 4137-A807-1 E5FFA1C1618 City of Vista
200 Civic Center Drive
Vista, California 92084
Attention: Mr. Matt Atteberry & Mr. Daniel Carns
Subject: Summary Letter of Infiltration Testing
Project: Sunset Drive Sidewalks Infiltration Project
Vista, California
NV5
Beyond Engineering
June 24, 2025
NV5 Project No: 1380125-0006319.02
Reference: 1: County of San Diego BMP Design Manual For Permanent Site Design, Storm Water Treatment and Hydromodification Management, Appendix D, Geotechnical Engineer Analysis, prepared by County of San Diego Department of Public Works, dated February 18, 2016.

Mr. Atteberry/Carns,
NV5, Inc. ( NV5) is pleased to present this summary letter for the limited infiltration testing of the sidewalk areas conducted along Sunset Drive for the Sunset Drive Sidewalks Infiltration Project in Vista, California. NV5 understands that City of Vista ( The City) plans to perform right-of-way improvements along the existing Sunset Drive consisting of sidewalks and potential infiltration basins.

The objective of the limited infiltration testing was to measure the observed field infiltration rate of the onsite, in - situ soils. This work was performed in general accordance with the County BMP design manual ( reference 1).

This letter summarizes the results of the falling head infiltration field test conducted at two ( 2) locations in the existing sidewalk area.

Infiltration Testing
NV5 conducted infiltration testing at two ( 2) locations ( I-1 and I-2) on June 18, 2025. The approximate locations of the two ( 2) tests are shown on Figure 1, Exploration Map, attached.

NV5 performed infiltration testing using falling head method within the upper five feet of the subgrade soil. The following procedures were used to complete the testing:

Each location was excavated by 6 - inch diameter hand auger to a depth of approximately 5 feet, a perforated pipe was placed in the excavated hole and pea - gravel was placed around the annulus of the pipe to within approximately 6 inches of the top of pipe.

The excavated test holes were pre-soaked with clear water and sufficient time was allowed for the soil to become saturated. Presoaking at each location took place over approximately 16 to 20 hours.

Upon the completion of pre-soaking, the hole was refilled as needed and the drop in depth of the water over a 30 - minute time interval was recorded. This method was repeated until a 15092 Avenue of Science, Suite 200 I San Diego, CA 92128 I www.NV5.com I Office 858.385.0500 I Fax 858.385.0400 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 stabilized rate was achieved. The overall test continued for approximately 6 hours total. The results of the infiltration testing without any adjustment factor are summarized in the following Table.

Observed Stabilized Infiltration Rates
Test Location
Soil Classification Stabilized Infiltration Rate
inches/hour)
1 Clay 0.0
1-2 Sandy Clay 1.92
Limitations and Closure
NV5 has prepared this letter in accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our testing. No warranty is expressed or implied. The limitations discussed in the reference report apply to the recommendations contained in this letter. If you have any questions regarding this letter or need further assistance, please contact us at your convenience.

NV5 appreciates the opportunity to provide this geotechnical engineering service for this project and looks forward to continuing its role as your geotechnical engineering consultant.

Respectfully submitted,
NV5, Inc.

L
Paul Cunnir>'gham, PE, GE
Senior Engineer
Attachments: Figure 1
PC/DM/jmr
Distribution: ( 1) Addressee via email
NV5
eew McPeak, PG, CEG
Senior Geologist
k5,pNAL`
e
ANDREW McPEAK
O
a- No 2792
EKp,

CERTIFIED

ENGINEERING
lSj
GEOLOGIST .._*. tr
9 CA ft -
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 APPROXIMATE SCALE ( Feet)
LEGEND:

Approximate Locations of Infiltration Borings 0 150 300 Reference: Google Earth Imagery 2025
NV5 15092 Avenue of Science, Suite 200
San Diego, CA
Beyond EngineeringTel: ( 858) 385-0500, Fax: ( 858) 385-0400 Project No: 1380125-0006319.02
Drafted By: Allna Hernandez
Date: June 2025

EXPLORATION MAP
Sunset Drive Sidewalks Infiltration
City of Vista
Vista, CA
FIGURE
1 05/26/2026
C7

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05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

BID PROPOSAL
From: LC Paving & Sealing, Inc. , Bidder,
For: The construction of
STREET IMPROVEMENTS"
as specifically set forth in documents entitled
2026 PEDESTRIAN MOBILITY SIDEWALKS ( C.I.P. No. 8290)
The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.

The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier's Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent ( 10%) ofthetotal base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety's liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
25 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 It is understood and agreed that:

1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.

2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.

3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.

4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety ( 90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.

5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.

6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.

7. In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:

I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."
o

8. Receipt of Addenda No. _ through is hereby acknowledged. ( If none, write " NONE"). 26 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

9. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made.

Continued on next page)
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 DATE: Mad . 3 , 20-210 BIDDER'S
BY
Signat
Jose alinas
i hl
Printed Name
TITLE President
BY
Signature
Printed Name
TITLE
CORPORATE SEAL) BIDDER'S MAILING ADDRESS:

Name and address of all members
of the firm or names of all officers
of the corporation.

Jose Salinas; President
Jose Salinas, Vice President
Jose Salinas, Secretary
620 Alpine Way Escondido CA 92029

CORPORATION ORGANIZED UNDER THE LAWS

OF THE STATE OF
Corporation
CONTRACTOR'S LICENSE # 621610
EXPIRATION DATE 08/31/2026
CONTRACTOR'S LICENSE CLASS A. B, & C-12
SURETY OR SURETIES:

Alliant Insurance Services Inc,
INSURANCE COMPANY:

C(ArivistivA \\ Aso ct
I certify ( or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct:
7) 12\1-IP
Date COI tRACTOR'S SIGNATURE
28 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

BID SCHEDULE
To be completed through the City's Electronic Bidding System ( OpenGov Procurement) Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
STREET IMPROVEMENTS"
as specifically set forth in documents entitled
2026 PEDESTRIAN MOBILITY SIDEWALKS ( C.I.P. No. 8290)
all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.

All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ' S' in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 3-2 (" SELF- PERFORMACE") of the San Diego Regional Supplement to the Green book.

BID SCHEDULE
29 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Provided for reference only)
PROJECT NAME: 2O26 PEDESTRIAN MOBILITY SIDEWALKS ( C.I.P. No. 8290)

TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC OPENGOV PROCUREMENT BIDDING SYSTEM NOTE 1: The Bid Schedule Worksheet is only provic.ed as a reference for preparing the bid. Only the unit rices and totals entered in t e 0 nGov Procurement bidding s tem will be considered valid for purposes of the City's bid evaluation The low bidder bid schedule from OpenG v Procurement will be printed and inserted into the final contract documents.

Note 2: Unit prices shall prevail over extended total and rand total ricer. Late bids will not be acce ted.

The following " Description of Base Bid Items" is part of the Bid Schedule and shall be submitted with the bid.

Bid Items
Bid
Item Description Of Work Qty. Unit
1 Mobilization, Demobilization, bonds &
insurance. ( 5% maximum of Total Base Bid)
1 LS
2 Project Information Sign
2 EA
3 Public Notification per Supplementary General
Provisions, Section 7-12.2
1 LS
4 Storm Water Pollution Prevention and Erosion
Control
1 LS
5 Traffic Control and Construction Staging for all work 1 LS 6 Utility Coordination and Potholing
1 LS
7 Unforseen Field Conditions ( stipulated amount) 15,000.00 8 Record Drawing (" As - Built") Plans ( stipulated
amount)
1,500.00
9 4' wide 2 - inch - deep Cold Mill 8057 SF
10 Remove and dispose existing vegetation, roots,
trees, traffic signs, fences, concrete, asphalt, AC
roadway, driveways, curbs, private property
encroachments, and other existing
improvements conflicting with new
improvements 1 LS
11 Tree Removal 2 EA
12 Adjust VID Water Valve Cover to Finish Grade
stipulated amount)
6 EA $ 150
900
30 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid
Item Description Of Work Qty. Unit
13 Adjust VID Water Meter Cover to Finish Grade 10 EA
14 Adjust Private Sewer Cleanout to Finish Grade 1 EA
15 Adjust SDGE pull box to Finish Grade 1 EA
16 Relocate, Reconstruct, Rotate or Replace existing
mailbox and post per City of Vista Standard
Drawing SRF-04 including reflective address
numbers in front and side of mailbox ( 2"
minimum) 25 EA
17 Relocate chain link fence 1 LS
18 Relocate private storm drain inlet ( includes PVC
pipes, fittings, connections)
1 LS
19 Unclassified excavation 1 LS
20 Asphalt Concrete Pavement ( includes 4' wide 2"
AC overlay, speed humps restoration, AC slot
patch, use 155 lbs./ft3 for estimating quantities) 151 TN 21 6" Type ' G' curb and gutter per SDRSD No. G-2
with 6" of aggregate base 2052 LF
22 PCC Sidewalk per SDRSD No. G-7 with 6" of
aggregate base 11845
1 SF
23 PCC Driveway Entrance per SDRSD No. G - 14A
with 6" aggregate base 20 EA
24 PCC Driveway Entrance per SDRSD No. G -14D
with 6" aggregate base 1 EA
25 PCC Driveway Entrance per SDRSD No. G - 14F
with 6" aggregate base 2 EA
26 AC Driveway Entrance per SDRSD No. G - 14G
modified per Detail A on plans) with 6"
aggregate base 1 EA
27 PCC curb ramp with grey detectable warning
surface per G -27A Type A on 6" aggregate base 2 EA
28 4" AC Driveway transition with 6" of aggregate
base 832 SF
29 5.5" PCC Driveway transition with 6" of
aggregate base 396 SF
30 AC Sidewalk Transition per detail on sheet 2 1 EA
31 3/4" - inch Crushed Stone ( 3"' deep) 3.3 TN
31 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid
Item Description Of Work Qty. Unit
32 Concrete Retaining Wall ( H=3') and Sidewalk
W=4.33') per SRF-16 with 6" of aggregate base 58 LF
33 Type A Gravity WaII ( H=2') per SDRSD C-9 23 SF
34 Geogrid Fabric for Poor Soil Conditions 50 SF
35 Final Signing and Striping ( includes traffic signs
and posts) 1 LS

BID SCHEDULE WORKSHEET - END
Provided for reference only)

BID SCHEDULE TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC BIDDING SYSTEM

OPENGOV PROCUREMENT)
NOTE: Determination of the lowest bid shall be based solely on the lowest TOTAL BID FOR IMPROVEMENTS.

Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted.

Description of Bid Items:
fScan and Include with Bid Package)
Bid Item 1, Mobilization & Demobilization, bonds & insurance. 5% maximum of Total Base Bid): Bid item shall include full compensation for all bonds, insurance, sureties, licenses, permits, facilities, labor, equipment and material necessary to complete all work required in advance of construction operations, and upon the initiation of construction operations, to mobilize all required equipment, materials and personnel on - site, and complete all associated and appurtenant work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The Bid Item shall also include all labor, equipment and material required to clean-up and restore the site, demobilize and remove all equipment, materials, and staging, and complete all work required at the end of construction operations in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The lump sum price for this item shall not exceed 5% of the total contract price ( 5% maximum of Total Bid).

Bid Item 2, Project Information Sign: Bid item shall include full compensation for labor, materials and equipment to fabricate, install and maintain project information sign, each placed at the start and end of the project, providing project and funding information throughout project duration.

Bid Item 3, Public Notification per Supplementary General Provisions, Section 7-12.2: Bid item shall include all necessary labor, equipment, materials, and all other related costs for preparation, copying, and distribution shall be considered as included in the lump sum price Bid for Public Notification Bid Item 4. Storni Water Pollution Prevention and Erosion Control: Bid item shall include full compensation for submitting the required storm water permit ( located in the appendix) including all labor, equipment and materials required to complete all work necessary to install, maintain, repair and replace all temporary construction BMPs to prevent the discharge of any materials into the storm drain system. No additional compensation will be made.
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid Item 5, Traffic Control and Construction Staging for all work: Bid item shall include full compensation for all labor, equipment and materials required to complete all work required to prepare, submit and obtain approved Traffic Control Plans from the City of Vista Traffic Engineering Department and handle traffic including flagging costs and person(s) to safely control pedestrian and vehicular traffic for single lane closures, furnish tools, equipment and incidentals, and for doing all work involved in staging constructing, furnishing, placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system ( including traffic control devices, temporary steel plate bridging, temporary road resurfacing); installation and removal of all required temporary striping and signing associated and appurtenant work as specified in the Standard Specifications, the Supplementary General Provisions, per plans and as directed by the Engineer. No additional compensation will be made.

Bid Item 6, Utility Coordination and Potholing: Bid item shall include full compensation for all labor, equipment, and material required to coordinate with all utilities agencies which " may be affected" or " are affected" by the Work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. Bid Item includes SDGE coordination, scheduling. and any temporary safety measures associated with SDGE's relocation of the guy wires. as described in Section 2-4 of these specifications. The location, protection, and restoration of existing utilities and improvements, specifically identified for payment under other bid items shall not be included for payment within this bid item. All other locations, protection and restoration required to complete the Work shall be incorporated into this bid item.

Bid Item 7, Unforeseen Field Conditions ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required to repair, construct, rehabilitate, remove, dispose, relocate, adjust any necessary and unforeseen site feature, utility infrastructure, surface improvements, or unsuitable soil condition, as directed by the Engineer, according to these specifications. No additional compensation will be made. This Bid Item is not subject to Section 3 Changes In Work, and no payment will be made unless the Engineer provides a written Notice to Proceed, or written approval for this bid item.

Bid Item 8, Record Drawing (" As - Built"' Plans ( stipulated amount': Bid item shall include full compensation for all labor, equipment and material required to provide City with accurate " red line" plans showing the exact location of all improvements, existing utilities, that have been modified as part of the Work.

Bid Item 9, 4' wide 2 -inch - deep Cold Mill; Bid item shall include full compensation for all labor, equipment, material, and mobilization for the removal and disposal of existing AC pavement ( 2" depth) and any artificial objectionable material. The Work shall include milling, removal, hauling, disposal, and associated work of existing AC pavement, in accordance with Section 302-1 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer, called for in the plans and any other related work shall be considered as included or included in the costs of other work.

No additional compensation will be made.

Bid Item 10, Remove and dispose existing vegetation. roots, shrubs. traffic signs, concrete asphalt, AC roadway, driveways, curbs, private property encroachments, and other existing improvements conflicting with new improvements: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to remove and legally dispose all natural and artificial objectionable material within the limits of excavation, as required to complete the Work and additional clearing and grubbing as may be identified within the Contract including but not limited to, landscaping, vegetation, shrubs, tree and shrub trimming, roots, stumps, irrigation, yard drains, AC and PCC driveways, AC and PCC sidewalks, decorative pavers, aggregate base, curbs, gutters, drainage pipes, fences, block walls or other surface features in conflict with the project improvements. No additional compensation will be made.
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid Item 11. Tree Removal: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to remove and legally dispose any tree, stump and root network within the limits of excavation, as required to complete the Work in accordance with the Contract Drawings, Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions and as directed by the Engineer, any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 12, Adjust Water Valve Cover to Finish Grade ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required during paving operations to adjust existing water valve covers flush and even with final and temporary finish surfaces per Vista Irrigation District VID) Specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by VID forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.

Bid Item 13. Adjust VID Water Meter to Finish Grade: Bid item shall include full compensation for all labor, equipment and material required to adjust existing water meter flush and even with final and temporary finish surfaces per Vista Irrigation District ( VID) Specifications, VID standard drawing DWG 1-1, and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by VID forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.

Bid Item 14, Adjust Private Sewer Cleanout to Finish Grade: Bid item shall include full compensation for all labor, equipment and material required during paving operations to adjust existing private sewer cleanout flush and even with final and temporary finish surfaces and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 15. Adjust SDGE pull box to Finish Grade: Bid item shall include full compensation for all labor, equipment and material required during construction to adjust existing electrical pull boxes flush and even with final and temporary finish surfaces per San Diego Gas and Electric ( SDGE) Specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by SDGE forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.

Bid Item 16, Relocate, Reconstruct. Rotate and Replace existing mailbox and post: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to relocate, reconstruct, rotate or replace existing mailbox and post per City of Vista Standard Drawing SRF- 04 including reflective address numbers in front and side of mailbox ( 2" minimum), including coordination with property owner, as shown on the plans, in accordance with the Contract Drawings, Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions and as directed by the Engineer, any other related work shall be considered as included or included in the costs of other work. Work associated with notification and any coordination with property owner and/or mail agency is included in the cost of work for this bid item. No additional compensation will be made.

Bid item 17. Relocate chain link fence: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to relocate the chain link fence at Curb B STA 26+00, in conflict with the Plans, in accordance with the Standard Specifications, the Supplementary 34 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.

Bid Item 18, Relocate private storm drain inlet ( includes additional pipes, fittings. connections): Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to relocate the existing private storm drain at 1048 Sunset Drive ( Curb B STA 28+30), and includes any additional PVC pipes, connections, fittings, trench excavation, backfill, compaction, and other associated work, in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.

Bid Item 19, Unclassified excavation: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary for the roadway, parkway, slope excavation, transitions to existing, grading, compaction, dewatering, export excess material, borrow, subgrade preparation, restoration, and export of excess soil to a legal disposal site as required to complete the Work in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions 300-2, typical section as shown on the Plans, the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.

No additional compensation will be made.

Bid Item 20, Asphalt Concrete Pavement ( includes 4' wide 2" AC overlay, speed humps restoration. AC slot patch): Bid item shall include full compensation for all labor, equipment, material, and mobilization for all asphalt concrete placement including, but not limited to: installation of 2 - inch surface course of asphalt concrete. C2 - PG 64-10 RAP, compacted in place, 1' wide full depth AC slot patch per SRF-13, and speed hump AC restoration. The final AC surface will be completed at the end of the project to provide a clean, uniform, and finished look throughout the project limits. The Work shall include, but may not necessarily be limited to tack coat or trackless tack coat, distribution, spreading, rolling, compacting, joining, adjusting ( resetting) of manholes and other structures, associated and appurtenant work, in accordance with Section 302-5 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 21, 6" Type ' G' curb and gutter per SDRSD No. G-2 with 6" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to construct 6" curb and gutter per SDRSD G-2, on minimum of 6" class 2 base under curb and gutter, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. This bid item includes curb and gutter quantities associated with driveway entrances or driveway wings. No additional compensation will be made.

Bid Item 22. PCC Sidewalk per SDRSD No. G-7 with 6" of aggregate base: Bid item shall include full compensation for all labor, equipment and material required to construct concrete sidewalk per SDRSD G-07, on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. This bid item quantity includes the area of the PCC sidewalk behind all driveway entrances.
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid item 23. PCC Driveway Entrance Der SDRSD No. G -14A per plan with 6" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14A on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 24. PCC Driveway Entrance 3er SDRSD No. G -14D per plan with 6" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14D on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid I4ern 25. PCC Driveway Entrance per SDRSD No. G -14F per plan with 6" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14F on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 26, AC Driveway Entrance per SDRSD No. G -14G ( modified per Detail A on plans) with 6'' aggregate base: Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14G as modified per plan on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 27. PCC curb ramp with detectable warning surface per SDRSD No. G-29 Type Con 6" aggregate base Bid item shall include full compensation for all labor, equipment and material required to construct concrete curb ramps with truncated domes ( dark grey color), sidewalk, and 6" aggregate base per SDRSD G-29 as directed by the Engineer, shown on the plans, according to these specifications, curb ramp checklist and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 28, 4" AC Driveway transition with 6" of aggregate base: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and the back of walk of the new driveway entrance per SDRSD G -14F, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. PCC sidewalk and PCC driveway entrances is not included in this bid item. No additional compensation will be made..

Bid Item 29, 5.5°" PCC Driveway transition with 6" of aggregate base: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and the back of walk of the new driveway entrance per SDRSD G -14F, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. PCC sidewalk and PCC driveway entrances is not included in this bid item. No additional compensation will be made.
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bid Item 30, AC Sidewalk Transition per detail on sheet 2: Bid item shall include full compensation for all labor, equipment and material required to construct 3" min thickness Asphalt concrete transition sidewalk on 6" thick 90% recompacted native soil per detail on sheet 2 of the Plans as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 31, 3/4" - inch Crushed Stone ( 3"' deep): Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of 3 - inch depth surface layer of crushed stone, with a sieve gradation of 3/4 - inch. The final surface will provide a clean, uniform, and finished look by project completion. The Work shall include, but may not necessarily be limited to: furnishing, transporting, spreading, compaction, associated and appurtenant work, in accordance with Section 302-5 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 32. Concrete Retaining Wall ( H=3'; and Sidewalk ( W=4.33') per SRF-16 with 6" of aggregate base:

Bid item shall include full compensation for all labor, equipment and material required to construct concrete retaining wall per SRF-16 on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 33, Type A Gravity Wall ( H=2') per SDRSD C-9: Bid item shall include full compensation for all labor, equipment and material required to construct Type A gravity wall per SDRSD C-9 on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Bid Item 34, Geogrid fabric for poor soil condition: Bid item shall include full compensation for all labor, equipment and material required to install geogrid fabric when unsuitable material are discovered and approved for installation, as directed by the Engineer, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If no geogrid is installed the Contractor will not be entitled to any compensation for this bid item.

Bid Item 35, Final Signing and Stril ina ( includes traffic signs and posts): Bid item shall include full compensation for all labor, equipment and material required to document and remove existing pavement markings ( by grinding or sandblasting), install or apply new thermoplastic pavement markings, install or apply painted striping as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Prior to construction, contractor shall document all signing and striping that will be affected by construction and replace as needed.

No additional compensation will be made.

END OF BID SCHEDULE -
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number: 621610
Contractor's License Class: A, B, & C-12
Expiration Date: 08/31/2026
s described in the INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS, complete and sign the appropriate section for your company)
Name of In + ual Contractor ( Print or type):

Signature of Contra or:

Business Address:
or
Name of Partnership or Joint Venture Firm.

Business Address:

Signature, printed name, title and address of members sig on behalf of the partnership:

Signature: Name: Title:

Address:

Signature: Name: Title: _
Address:

Name of Corporation:

Business Address:
or
LC Paving & Sealing, Inc.
620 Alpine Way Escondido CA 92029
Corporation organized under the laws of the State of California Jose Salinas; President, Vice President & Secretary
Sign{ure of Officer of Corporation Printed Name and Title Signature of Officer of Corporation Printed Name and Title 38 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

PROJECT REFERENCES
The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in accordance with the terms of these Plans and Project Specifications.

List ALL contracts with public agencies entered within the past five ( 5) years of the most recent projects for which the Bidder has completed work of similar size and complexity to this project as the General ( or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects.

Project
No.

Date Completed
Public Agency Name,
Contact Person & Phone
Project Name and Description of
Work
Contract Amount

1. See Attached Sheet

2. 3.

4. 5.

6. T
Note: Attached pre-printed list to this page to list additional projects. 39 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

REFERENCES

CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084

TOWNSITE DRIVE COMP STREETS
3,150,284.05 FEB 2025

CITY OF SANTEE
10601 MAGNOLIA AVENUE
SANTEE, CA 92071

PROSPECT AVE & MESA RD INTERSECTION
750,927.00 - FEB 2024

CITY OF RIVERSIDE
3900 MAIN STREET
RIVERSIDE, CA 92522
2023/2024 CDBG STREET IMPROVEMENTS
1,412,036.00 - JANUARY 2025

CITY OF BRAWLEY
180 S WESTERN AVENUE
BRAWLEY, CA 92227

STREET IMPROVEMENTS VARIOUS LOCATIONS
1,177,956.00 - NOVEMBER 2024

CITY OF POWAY
13325 CIVIC CENTER DRIVE
POWAY, CA 92064

NEIGHBORHOOD SIDEWALK POWERS ROAD
204,898.75 - NOV 2024

JASON RIVERA
[email protected]
760.643.5422

TAYLOR CARRICO
[email protected]
619-258-4100

DAVID HATCH
[email protected]
951-826-5723

JUAN CABRERA
[email protected]
760-344-5800

MIGUEL SOLANO
[email protected]
858-668-4653
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

CONTRACTOR'S LIST OF SUBCONTRACTORS
PROJECT NAME: 2O26 PEDESTRIAN MOBILITY SIDEWALKS ( C.I.P. No. 829O) NAME OF BIDDER: LC Paving & Sealing, Inc.

In accordance with Division 2. Part 1, Chanter 4 of thePutllic Contract Code, the prime Contractor shall submit with its Bid a list of subcontractors who will perform work in excess of one-half of one percent ( 0.5%' of the prime Contractors total Bid or $ 10,000, whichever is greater.

Subcontractors listed must be properly licensed for the type of work they are to perform, and their license numbers must be indicated below. Do not list alternate subcontractors for the same work.

Name under which
Subcontractor is licensed
License No.
and Class
Address of Office,
Mill or Shop
DBE
Yes/No)
Bid
ite m
No.

Description of
Subcontractor's
Portion of Work
Dollar Value
of
Subcontract
V&E Tree Service 654506
C-27
C-49
P.O. Box 3280
Orange CA 92865 No 10 & 11
Partial of 10
V&egatation
Removal
Number 11 Tree
Removal
15,400.00
Pavement Recycling
Systems, Inc
569352
A
10240 San
Sevaine Way
Jurupa Valley
CA 91752
No 9 Cold Milling 11,118.66
Statewide Stripes Inc 788286
A
PO Box 600710
San Diego CA
92160
Yes 35 Striping & Signage 7,400 00
Provide additional copies of this sheet if needed)
4O
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

NON - COLLUSION DECLARATION
2026 PEDESTRIAN MOBILITY SIDEWALKS ( C.I.P. No. 8290)

TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:

I am the President LC Paving & Sealing, Inc.

Title) ( Company Name)
the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on
31--)-712nui at_ZSr0<\6.:‘k c
Date)
Sig
JoseSalinas
City) ( State)
Printed Name
President
Title
41 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

BID SECURITY FORM
In case suit is brought against the Bidder based on this obligation, Bidder further agrees to pay all court costs incurred by Agency in the suit and reasonable attorneys' fees in an amount fixed by the court.

IN WITNESS WHEREOF, this instrument has been duly executed by Bidder on the date set forth below, the name of each corporate officer being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated: 3'01
Bidder
i U\\
AB S Ylkel ,
B
By:

Its
Seal)
This form must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attomey-in-fact must be attached.
42 05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Diego
on MiPirtM 31 Zate before me, Marisa Haas, Notary Public insert name and title of the officer)
personally appeared Jose Salinas
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my han
Signature Seal)
ti.. _ k_ NARISAANN HAAS
may` Notary Public • California
San Diego County
Commission # 24x683'9
ray Comm. ExpiresOct 17. 2027
05/26/2026
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Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 Bond No.: Bid Bond

BID SECURITY FORM

BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

The City of Vista (" City") has issued an invitation for bids for the work described as follows:

Work Description. 2026 Pedestrian MobilitySidewalks ( CIP No. 8290) Sunset Drive Sidewalk Project LC Paving & Sealing, Inc., 620 Alpine Way, Escondido, CA 92029; (760) 752-1743 Name, address, and telephone number of Bidder)
the undersigned bidder (" Principal"), has submitted the accompanying bid to City for the work.

Bidders are required under the provisions of the Contract to furnish a form of bidder's security with their bid.

NOW, THEREFORE, we, the undersigned Principal, and
Great Midwest Insurance Company, 800 Gessner Road, Suite 600, Houston, TX 77024; ( 949) 804-3836 Name, address, and telephone number of Surety)
Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum not less than ten percent ( 10%) of the total base bid amount, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety ( 90) calendar days after the bid opening; or if the Principal does not attempt to withdraw the bid when the requirements of Public Contract Code § 5101 et seq. are not met; or if the Principal is awarded a contract for the work by City and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten ( 10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

In case suit is brought upon this bond, Surety further agrees to pay all court costs incurred by City in the suit and reasonable attorneys' fees in an amount fixed by the court.

Surety, for value received, hereby stipulates and agrees that no change, extension of time for award of a contract after opening of bids, alteration, addition, modification, or supplement to the terms of the bidding documents, the work to be performed thereunder, or the Contract Documents shall in any way affect Surety's obligations under this Bond, and Surety does hereby waive notice of any such change, extension of time, alteration, addition, modification or supplement to the terms of said Bidding Documents, the Work to be performed thereunder, or the Contract Documents. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto.

Text and signatures continued on next page]
43 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618 IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated: March 2, 2026
Principal"
LC Paving & Sealing, Inc.

Bv:

Sign e
Name and Title Name and Title
Surety"
Great Midwest Insurance Company
By:
nature
Lawrence F. McMahon, Attorney -in -Fact
By: By:

Signature Signature
Name Name
Seal) ( Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney - in -fact must be attached. 44 05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Diego
On Y(N1 7. 7LK before me,
Marisa Haas, Notary Public
insert name and title of the officer)
personally appeared Jose Salinas
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand a , eff+
Signature ( Seal)
ti • :, MARISAANN HAAS
Notary Public - California
Yc San DiegoCounty
r a
y
Commission # 2466839
AhyComm. ExpiresOct 17, 2027
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Diego
on March 2, 2026 before me,
Minna Huovila, Notary Public
insert name and title of the officer)
personally appeared Lawrence F. McMahon _
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Seal)

MINNA HUOVILA
COMM. # 2473536 0

NOTARYPUBLIC -CALIFORNIAN

SAN DIEGOCOUNTY
U t•,Z1,e ty Commission Expires
DECEMBER6.2027
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1E5FFA1C1618

POWER OF ATTORNEY
Great Midwest Insurance Company
KNOW ALL MEN BY THESE PRESENTS, that GREAT MIDWEST INSURANCE COMPANY, a Texas Corporation, with its principal office in Houston, TX, does hereby constitute and appoint:

Sarah Myers, Janice Martin, Maria Guise, Ryan Warnock, Lawrence F. McMahon, Maria Hallmark its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of GREAT MIDWEST INSURANCE COMPANY, on the 1st day of April, 2025 as follows:

Resolved, that the President, or any officer, be and hereby is, authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In - Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other
writings obligatory in nature of a bond not to exceed One - Hundred Million dollars ($ 100,000,000.00), which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney - In - Fact shall be as, binding upon the Cornpany as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In - Fact, so appointed, may be removed in the Company's sole discretion and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by electronic mail on any power of attorney granted, and the signature of the Secretary, and the seal of the Company may be affixed by electronic mail to any certificate of any such power and any such power or certificate bearing such electronic signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, GREAT MIDWEST INSURANCE COMPANY, has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 8th day of April, 2025.

GREAT MIDWEST INSURANCE COMPANY
Mark W. Haushill
President

ACKNOWLEDGEMENT
On this 8th day of April 2025, before me, personally came Mark W. Haushill to me known, who being duly sworn, did depose and say that he is the President of GREAT MIDWEST INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.

CHRISTINABISHOP
MyNotaryID # 131090488
ExpiresAprilid, 2029

CERTIFICATE
BY
Christina Bishop
Notary Public
I, the undersigned, Secretary of GREAT MIDWEST INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Sealed at Houston, TX this 2nd Day of March 2026 Patricia an
Secretary
WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties. 05/26/2026
C7

Docusign Envelope ID: A754910O-196C-4137-A807-1 E5FFA1C1618 Line
Item Description
1 Mobilization, Demobilization, bonds & insurance. ( 5% maximum of Total Base Bid) 2 Project Information Sign
3 Public Notification per Supplementary General Provisions, Section 7-12.2 4 Storm Water Pollution Prevention and Erosion Control
5 Traffic Control and Construction Staging for all work 6 Utility Coordination and Potholing
7 Unforseen Field Conditions ( stipulated amount)
8 Record Drawing (" As - Built") Plans ( stipulated amount) 9 4' wide 2 - inch - deep Cold Mill
Remove and dispose existing vegetation, roots, shrubs, traffic signs, concrete, asphalt, AC roadway, driveways, curbs, private property encroachments, and other 10 existing improvements conflicting with new improvements 11 Tree Removal
12 Adjust VID Water Valve Cover to Finish Grade ( stipulated amount) 13 Adjust VID Water Meter Cover to Finish Grade
14 Adjust Private Sewer Cleanout to Finish Grade
15 Adjust SDGE pull box to Finish Grade
Relocate, Reconstruct, Rotate or Replace existing mailbox and post per City of Vista Standard Drawing SRF-04 including reflective address numbers in front and side of 16 mailbox ( 2" minimum)
17 Relocate chain link fence
18 Relocate private storm drain inlet ( includes PVC pipes, fittings, connections) 19 Unclassified excavation
Asphalt Concrete Pavement ( includes 4' wide 2" AC overlay, speed humps 20 restoration, AC slot patch, use 155 lbs./ft3 for estimating quantities) 21 ' 6" Type ' G' curb and gutter per SDRSD No. G-2 with 6" of aggregate base 22 PCC Sidewalk per SDRSD No. G-7 with 6" of aggregate base 23 PCC Driveway Entrance per SDRSD No. G - 14A with 6" aggregate base 24 PCC Driveway Entrance per SDRSD No. G - 14D with 6" aggregate base 25 PCC Driveway Entrance per SDRSD No. G -14F with 6" aggregate base AC Driveway Entrance per SDRSD No. G - 14G ( modified per Detail A on plans) with 6" 26 aggregate base
PCC curb ramp with grey detectable warning surface per G-27AType A on 6" 27 aggregate base
28 4" AC Driveway transition with 6" of aggregate base
29 5.5" PCC Driveway transition with 6" of aggregate base 30 AC Sidewalk Transition per detail on sheet 2
31 3/4" - inch Crushed Stone ( 3"' deep)
Concrete Retaining Wall ( H=3') and Sidewalk ( W=4.33') per SRF-16 with 6" of 32 aggregate base
33 Type A Gravity Wall ( H=2') per SDRSD C-9
34 Geogrid Fabric for Poor Soil Conditions
35 Final Signing and Striping ( includes traffic signs and posts) Total
Quantity
Unit of
Measure Unit Cost Total
1 LS $ 36,000.00 $ 36,000.00
2 EA $ 1,150.00 $ 2,300.00
1 LS $ 3,350.00 $ 3,350.00
1 LS $ 8,400.00 $ 8,400.00
1 LS $ 81,500.00 $ 81,500.00
1 LS $ 8,500.00 $ 8,500.00
1 EA $ 15,000.00 $ 15,000.00
1 EA $ 1,500.00 $ 1,500.00
8057 SF $ 1.50 $ 12,085.50
1 LS $ 73,000.00 $ 73,000.00
2 EA $ 2,325.00 $ 4,650.00
6 EA $ 150.00 $ 900.00
10 EA $ 885.00 $ 8,850.00
1 EA $ 885.00 $ 885.00
1 EA $ 1,380.00 $ 1,380.00
25 EA $ 405.00 $ 10,125.00
1 LS $ 5,500.00 $ 5,500.00
1 LS $ 5,000.00 $ 5,000.00
1 LS $ 35,000.00 $ 35,000.00
151 TN $ 178.00 $ 26,878.00
2052 LF $ 46.50 $ 95,418.00
11845 SF $ 10.50 $ 124,372.50
20 EA $ 2,750.00 $ 55,000.00
1 EA $ 4,000.00 $ 4,000.00
2 EA $ 4,125.00 $ 8,250.00
1 EA $ 5,400.00 $ 5,400.00
2 EA
832 SF
396 SF
1 EA

3.3 TN
58 LF
23 SF
50 SF
1 LS
8,000.00 $ 16,000.00

10.50 $ 8,736.00

19.50 $ 7,722.00
3,775.00 $ 3,775.00
325.00 $ 1,072.50
550.00 $ 31,900.00
370.00 $ 8,510.00

60.00 $ 3,000.00
8,200.00 $ 8,200.00
722,159.50
05/26/2026
C7

Docusign Envelope ID: A754910D-196C-4137-A807-1 E5FFA1C1618

FEDERATED
INSURANCE1®
Dear Policyholder,
Thank you for choosing Federated Insurance to handle your insurance and risk management needs. The attached certificate document(s) have been issued or updated.

Please feel free to contact us with any additional changes, additions or deletions that may be needed by contacting the Federated Client Contact Center at:

E-mail: [email protected]
Phone: 1-888-333-4949
Fax: 507-446-4664
Thank you for your business!
Client Contact Center
Enc osed:

Certificate Document(s)
MISC-0829 ( 03-22)
05/26/2026
C7

Docusign E
T e
ACC:WE, CERTIFICATE OF LIABILITY INSURANCE

DATE ( MM/DD/YYYY)
03/17/2026
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF

INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER

FEDERATED MUTUAL INSURANCE COMPANY
HOME OFFICE: P.O. BOX 328
OWATONNA, MN 55060

CONTACT
NAME: CLIENT CONTACT CENTER

PHONE FAX
A/C, No, EXt): 888-333-4949 { A/c, No): 507-446-4664
E-
MADORE&s:[email protected]
INSURERS AFFORDING COVERAGE NAIC #
INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935

INSURED
L.C. PAVING & SEALING, INC.
620 ALPINE WAY
ESCONDIDO, CA 92029-1204
INSURER B:

INSURER C:

INSURER D:

INSURER E:

INSURER F:

COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.

NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR TYPE OF INSURANCE IADSDRLSU`BDR POLICY NUMBER MM/DD/YYYY) MM/DD/YYYY LIMITS A

X COMMERCIAL GENERAL UABILITY
Y Y 1845867 11/15/2025 11/15/2026
EACH OCCURRENCE 1,000,000

DAMAGE TO RENTED PREMISES
Ea occurrence) 100,000CLAIMS - MADE X OCCUR
MED EXP ( Any one person) 5,000
PERSONAL& ADV INJURY 1,000,000
GENERAL AGGREGATE 2,000,000GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY EC LOC
OTHER,
PRODUCTS & COMP/OP ACC 2,000,000
A

AUTOMOBILE
X

LIABILITY

ANYAUTC

OWNED AUTOS ONLY

HIRED AUTOS ONLY

SCHEDULED

NON - OWNED

AUTOS ONLY
Y Y 1845867 11/15/2025 11/15/2026

COMBINED SINGLE LIMIT
Ea accident) 1,000,000.