Buellton City Council
April 13, 2023

Estimate
CA254780
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

6. Temporary Fencing
*Security guards and/or temporary fencing to prevent injuries, vandalism and/or accidental damage to install area or to the rubberized surface while it sets is NOT included unless noted on quote. If desired, the installers can put up caution tape, but Temporary Fencing is recommended. Although the fencing, if provided, is intended to provide this security, the overall security of the property is ultimately the responsibility of customer. We are not responsible for any vandalism or injuries even with the provision of the fencing.

7. ADA Access
*Play Equipment MUST be installed over an impact-absorbing surface such as ADA compliant Engineered Wood Fiber or Rubber Surfacing. If not quoted, please call for details.
*This area is NOT ADA compliant without the installation of compliant surfacing and an accessible route up to and into the playground area. Please call for details.

8. Poured-in-Place Rubber Surfacing
*Rubber Surfacing cure time is normally 48-72 hours and can vary depending on weather conditions. *Rubber Surfacing cannot be installed during extreme weather conditions and may also not be installed if rain or frost is forecast during the cure time. *48-Hour Manned Security is NOT included for rubber.

9. Shade Shelters (non DSA)
*Shade Shelter installation price EXCLUDES – unless otherwise stated in this quote - engineering, permits, permit submittal, site plans, special inspections, soil reports, impact fees, special assessment fees. Customer is responsible for any and all of these items if required by the City. *Shade Shelter manufacture time is 6-8 weeks. Permitting can add 2-4 weeks or more to lead time. PLEASE NOTE: Shade Orders are NOT released into production until permit is issued!
*Shade Shelter installation price EXCLUDES concrete pad, footings, masonry columns, electrical wiring and lights unless otherwise noted.

10. Shade Shelters (DSA)
**6-8 Week lead time is AFTER DSA approval by your architect of choice * Customer to receive shade shelter. If receiving by us is needed, please call for pricing and details! * Job to be completed in one mobilization. Additional moves will be additional pricing if we are required to remobilize due to schedule issues, stop work or a delay in work not caused by us
*Pricing does NOT include, architectural drawings, site/plot plans, DSA submittal fees, job site inspector fees, shop welding inspection fees, and/or permits *DSA in-plant Welding Inspector to be hired by the School District. Welding Inspector fee has NOT been quoted. *School District / Architect responsible for submission of plans to DSA for DSA approval *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received. *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received.

11. Prevailing Wages
*Prevailing Wages NOT included unless otherwise noted. (ie: Davis Bacon, TERO, ect.) If this is a Prevailing Wage project, please request alternate pricing. *If Prevailing Wages / Davis Bacon Wages were INCLUDED, all other special work fees NOT included - Additional Labor Charges may apply if alternate labor is required.
*If DIR Project Registration is required, work may not begin until we receive DIR Project ID number

12. Indemnity Provision
*Notwithstanding anything to the contrary in any Contract Documents we shall have no duty to defend or indemnify Owner, Customer, or any other party we agree to defend or indemnify in any Contract Documents for that portion of any claim arising out of the comparative fault of any party we agree to defend or indemnify in any Contract Documents.

13. Insurance
Available Insurance
Umbrella / Excess Liability:

Each Occurrence - $2,000,000.00
Aggregate - $2,000,000.00
General Liability Limits:

Deductible - $2,500.00
Each Occurrence - $1,000,000.00
Damage to Rented Premises - $100,000.00

Estimate
CA254780
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Medical Expense - $5,000.00
Personal & Adv Injury - $1,000,000.00
General Aggregate (per project) - $2,000,000.00
Products Comp/OP Agg - $2,000,000.00
Excludes Contractual Liability
Available Endorsements:

Additional Insured Ongoing Operations CG2010
Additional Insured Completed Operations CG 2037
Primary Noncontributory IFG-G-0094
Waiver of Subrogation CG 2404
Per Project Aggregate IFG-G-0065
Per Location Aggregate IFG-G-0064
Auto Liability Limits:
(Any Auto, Hired Autos, Non-Owned Autos)
Combined Single Limit $1,000,000.00
Available Endorsements:

Auto Blanket Additional Insured/Waiver of Subrogation CAT353 Workers Compensation and Employers Liability:

Each Accident - $1,000,000.00
Disease (Ea Employee) - $1,000,000.00
Disease (Policy Limit) - $1,000,000.00
Waiver of Subrogation Endorsement available upon request CA WC040306
Initial:

Estimate
CA255722
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

To: City of Buelton
Attn: Rose Hess, PE
107 West Highway 246
Beulton, CA 93427
Estimate Date Salesperson
03/10/2023 Eric Molano
Village Park - Swing Area - Option 2
Due to current market conditions, our
estimates are valid for only 14 days and
are subject to change due to market
volatility
Estimated Shipping Date Shipped Via FOB Terms
14-22 Weeks Truck - CA Buellton Net 30 CMAS #4-22-12-1015 Quantity Description Unit Price Total Extended
Swing Bays (2)
2 Playworld # ZZXX0260, BELT SEAT W/SILVER SHIELD CHAIN FOR 8ft TOP RAIL
$155.00 $310.00
2 Playworld # ZZXX0265, INFANT SEAT W/SILVER SHIELD FOR 8ft

TOP RAIL
$269.00 $538.00
1 Playworld # ZZXX0930, 3.5in OD 2-UNIT STEEL ARCH SWING- 8ft

TOP RAIL
$2,411.00 $2,411.00
1 Playworld # ZZXX0932, 3.5in OD STEEL ARCH SWING 2-UNIT

ADD-A-BAY
$1,447.00 $1,447.00
Subtotal $4,706.00
Less CMAS Discount ($847.08)
1 Site Prep by a Licensed Contractor to INCLUDE prevailing wages:
• Excavation of Grass/ Soil for Swing Area. 12" depth 1158 SF.
• Installation of concrete curbing 6"W x 12"H 132 LF for new swing area
• Temp Fencing
$7,130.00 $7,130.00
1 Shipping
*Due to current freight cost volatility, please contact us to confirm shipping price is valid prior to ordering.
$758.00 $758.00
1 Installation by a Factory Certified Licensed Contractor to INCLUDE prevailing wages:
* installation of new Playworld two bay swing
* Supply and installation of filter fabric 1158 SF
$5,250.00 $5,250.00
1 Installation by a Factory Certified Licensed Contractor to INCLUDE prevailing wages
Supply and Install of EWF
$6,450.00 $6,450.00
The above price is based on utilizing the fence builder labor rate classification(s). If this job requires DIR project registration (PWC-100) please list this classification. If another labor classification is required, please let us know so we can revise this quote, if needed.
1 Payment & Performance Bond $712.38 $712.38
THIS ESTIMATE IS SUBJECT TO THE ATTACHED TERMS AND CONDITIONS Subtotal $24,159.30

THANK YOU FOR THIS CHANCE TO ESTIMATE
Dave Bang Associate, INC. IS PLEASED TO SUBMIT THE ABOVE ESTIMATE FOR YOUR CONSIDERATION. SHOULD YOU PLACE AN ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS ESTIMATE IS SUBJECT TO THE ATTACHED TERMS AND CONDITIONS, AND IS VALID FOR 14 DAYS. THEREAFTER, IT IS SUBJECT TO CHANGE WITHOUT NOTICE.

Tax (7.75%) $299.07
Total $24,458.37

Estimate
CA255722
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Accepted By
Print Name: Signature: Date:

PLEASE SIGN AND RETURN ONE COPY WHEN ORDERING. THANK YOU!

Estimate
CA255722
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Terms & Conditions

1. General Notes
*Assembly and Installation NOT included unless otherwise noted *Payment and Performance bonds are NOT included unless otherwise stated.

If required, additional charges will apply. Please call for details! *Customer responsible for quoted quantities and model numbers, please check! *Price reflects quoted quantity. Please request revision if alternate quantity is desired.

2. Payment / Ordering
*TO ORDER, please sign quote and return via email or fax to avoid any shipping delays. Fax or email copy deemed to be legal equivalent of original. If Payment with Order is required, please sign quote below and return with payment. All past due accounts subject to 1 ½% monthly finance charge. In the event legal action is required to effect collection venue shall be Orange, CA.

3. Shipping / Unloading
*Shipped by Common Carrier – Customer will need 2-4 people to unload. Liftgate NOT included. Items will be boxed and / or stretch wrapped to pallets and customer is responsible for offloading. Delivery Drivers do NOT unload **IMPORTANT: Customer is responsible for receiving and checking quantities and condition at time of delivery - Please note any shortages or damages on delivery copy.
*Notwithstanding anything to the contrary in any Contract Documents, Customer understands that estimated shipment times for materials are an estimate only.

We have no control over shipment dates. We thus make no guarantee to Owner or Customer regarding the projected shipment dates for materials and shall not be liable for any loss caused by the timing of shipments

4. Engineered Wood Fiber
*Customer to provide access for Engineered Wood Fiber delivery with tractor truck and 53’ trailer. *Customer to provide access for Engineered Wood Fiber delivery with tractor truck and 53’ trailer. *Compaction of the Engineered Wood Fiber is NOT included in the installation cost, if desired, please request an updated proposal. If Compaction of the Engineered Wood Fiber was purchased, a high capacity water source such as a hydrant must be available. If applicable, the cost of a meter and / or the cost of the water is NOT included in the proposal. If we need to acquire the meter and / or pay for the water, please request an updated proposal

5. General Notes for Purchased Installation
*Installation does NOT include ground preparation, excavation, safety surfacing, and/or safety surfacing borders, prep work, flat work, grading, rerouting of water, electric, drainage or sprinkler lines unless otherwise noted in the proposal *Demo of existing equipment or safety surfacing is NOT included unless otherwise stated in the proposal *ROCK CLAUSE: Pricing is based on normal soil conditions which would allow an auger on a tractor to dig footings. If rocks/boulders interfere with the progress of the excavation, additional fees may apply.
*ACCESS CLAUSE: Installation based on clear access to area. Crane service is NOT included. Customer to provide access for bobcat to work area, bobcat will be provided by installer. Minimum access shall be 7’ wide and 7’ high. If adequate access is not provided additional charges may apply and repairs to landscape and irrigation may be required. Customer is responsible for any repairs to landscape if proper access is not provided. *UTILITY CLAUSE: Installation to include marking of utilities by Dig Alert. Dig Alert CANNOT locate any private lines, PVC or plastic water lines. Installation does NOT include repair or relocating any underground utilities, such as drainage, irrigation, live water lines, main low voltage lines, gas, electrical, communication, or sewer etc. Customers responsibility to provide locations of any utilities prior to commencement of work. *Customer is responsible for all landscape repairs such as, but not limited to damaged trees, bushes, lawn, curbing, sidewalks and/or asphalt paving caused by materials truck and/or 2-ton bobcat needed to complete project. *Installation does NOT include ground preparation, excavation, safety surfacing, and/or safety surfacing borders unless otherwise noted *Before we proceed with the playground installation, the playground area MUST be compacted, be free of debris, and excavated accordingly. Please call for details.
*Concrete pad for surface mount items NOT included and MUST be provided by customer unless otherwise stated. *Surface mount anchoring to asphalt and paver areas is NOT included unless otherwise stated. *Private Utility Locator is NOT included unless otherwise noted. Private Utility Locator CANNOT locate any PVC or plastic water lines *Installation does NOT include saw cutting and/or core drilling unless otherwise noted *Installation does NOT include jackhammering. Please call for details. *Area MUST have normal soil conditions and be level.
*All Athletic Equipment Goals such as soccer, football, etc, install location MUST be marked out by customer prior to installation, if installation was purchased

Estimate
CA255722
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

6. Temporary Fencing
*Security guards and/or temporary fencing to prevent injuries, vandalism and/or accidental damage to install area or to the rubberized surface while it sets is NOT included unless noted on quote. If desired, the installers can put up caution tape, but Temporary Fencing is recommended. Although the fencing, if provided, is intended to provide this security, the overall security of the property is ultimately the responsibility of customer. We are not responsible for any vandalism or injuries even with the provision of the fencing.

7. ADA Access
*Play Equipment MUST be installed over an impact-absorbing surface such as ADA compliant Engineered Wood Fiber or Rubber Surfacing. If not quoted, please call for details.
*This area is NOT ADA compliant without the installation of compliant surfacing and an accessible route up to and into the playground area. Please call for details.

8. Poured-in-Place Rubber Surfacing
*Rubber Surfacing cure time is normally 48-72 hours and can vary depending on weather conditions. *Rubber Surfacing cannot be installed during extreme weather conditions and may also not be installed if rain or frost is forecast during the cure time. *48-Hour Manned Security is NOT included for rubber.

9. Shade Shelters (non DSA)
*Shade Shelter installation price EXCLUDES – unless otherwise stated in this quote - engineering, permits, permit submittal, site plans, special inspections, soil reports, impact fees, special assessment fees. Customer is responsible for any and all of these items if required by the City. *Shade Shelter manufacture time is 6-8 weeks. Permitting can add 2-4 weeks or more to lead time. PLEASE NOTE: Shade Orders are NOT released into production until permit is issued!
*Shade Shelter installation price EXCLUDES concrete pad, footings, masonry columns, electrical wiring and lights unless otherwise noted.

10. Shade Shelters (DSA)
**6-8 Week lead time is AFTER DSA approval by your architect of choice * Customer to receive shade shelter. If receiving by us is needed, please call for pricing and details! * Job to be completed in one mobilization. Additional moves will be additional pricing if we are required to remobilize due to schedule issues, stop work or a delay in work not caused by us
*Pricing does NOT include, architectural drawings, site/plot plans, DSA submittal fees, job site inspector fees, shop welding inspection fees, and/or permits *DSA in-plant Welding Inspector to be hired by the School District. Welding Inspector fee has NOT been quoted. *School District / Architect responsible for submission of plans to DSA for DSA approval *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received. *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received.

11. Prevailing Wages
*Prevailing Wages NOT included unless otherwise noted. (ie: Davis Bacon, TERO, ect.) If this is a Prevailing Wage project, please request alternate pricing. *If Prevailing Wages / Davis Bacon Wages were INCLUDED, all other special work fees NOT included - Additional Labor Charges may apply if alternate labor is required.
*If DIR Project Registration is required, work may not begin until we receive DIR Project ID number

12. Indemnity Provision
*Notwithstanding anything to the contrary in any Contract Documents we shall have no duty to defend or indemnify Owner, Customer, or any other party we agree to defend or indemnify in any Contract Documents for that portion of any claim arising out of the comparative fault of any party we agree to defend or indemnify in any Contract Documents.

13. Insurance
Available Insurance
Umbrella / Excess Liability:

Each Occurrence - $2,000,000.00
Aggregate - $2,000,000.00
General Liability Limits:

Deductible - $2,500.00
Each Occurrence - $1,000,000.00
Damage to Rented Premises - $100,000.00

Estimate
CA255722
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Medical Expense - $5,000.00
Personal & Adv Injury - $1,000,000.00
General Aggregate (per project) - $2,000,000.00
Products Comp/OP Agg - $2,000,000.00
Excludes Contractual Liability
Available Endorsements:

Additional Insured Ongoing Operations CG2010
Additional Insured Completed Operations CG 2037
Primary Noncontributory IFG-G-0094
Waiver of Subrogation CG 2404
Per Project Aggregate IFG-G-0065
Per Location Aggregate IFG-G-0064
Auto Liability Limits:
(Any Auto, Hired Autos, Non-Owned Autos)
Combined Single Limit $1,000,000.00
Available Endorsements:

Auto Blanket Additional Insured/Waiver of Subrogation CAT353 Workers Compensation and Employers Liability:

Each Accident - $1,000,000.00
Disease (Ea Employee) - $1,000,000.00
Disease (Policy Limit) - $1,000,000.00
Waiver of Subrogation Endorsement available upon request CA WC040306
Initial:

COLOR PALETTE: MANUFACTURERS:

VILLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 2
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23054SP
DESIGNED FOR:

COLOR PALETTE: MANUFACTURERS:

VILLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 2
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23054SP
DESIGNED FOR:

SELECTED COLORS
POST: FOREST GREEN
COMPONENT 1: FOREST GREEN
COMPONENT 2: N/A
ROTOMOLDED PLASTIC 1: N/A
ROTOMOLDED PLASTIC 2: N/A
ROTOMOLDED PLASTIC 3: N/A
SHEET PLASTIC 1: N/A
SHEET PLASTIC 2: N/A
2-TONE PLASTIC: N/A
ROPE: N/A
ECO-ARMOR: N/A

MODIFIED COLORS LISTED BELOW
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
COLOR PALETTE: MANUFACTURERS:

VILLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 2
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23054SP
DESIGNED FOR:

0 5' 10'
27'-6"
18'-9"
33'-4"

ENGINEERED

WOOD FIBER
1158 TOTAL SQ FT

CONCRETE CURB
132 SQ FT
7'
2-BAY, 3.5" ARCH SWING
W/ 2 BELT SEATS,
2 TOT SEATS
AT 8' HIGH

EXPANDED
AREA

PLAY STRUCTURE AND LAYOUT OF THE COMPONENTS CONFORM TO
ASTM F1487-17 AND CPSC #325 GUIDELINES AND CCR TITLE 22, DIVISION 4 CHAPTER 22.

CRITICAL FALL HEIGHT OF OVERALL PLAY AREA: 96"

ERIC MOLANO
MARCH 6, 2022
DRAWING #
C23054SP

VILLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 2

1 ZZXX0260 BELT SEAT W/SILVER SHIELD CHAIN FOR 8ft Certified

TOP RAIL
2 17.60 108 2 0.50 0.00 2
2 ZZXX0265 INFANT SEAT W/SILVER SHIELD FOR 8ft Certified

TOP RAIL
2 22.62 179 2 0.50 0.00 2
3 ZZXX0930 3.5in OD 2-UNIT STEEL ARCH SWING- 8ft Certified

TOP RAIL
1 314.50 91 0 3.00 0.52 0
4 ZZXX0932 3.5in OD STEEL ARCH SWING 2-UNIT Certified

ADD-A-BAY
1 197.70 84 0 2.00 0.26 0
Description
Concrete
(Yds3)
Total
Weight
(lbs) Users
Design Number: C23054SP - Compliance and Technical Data

VILLAGE PARK - SWING AREA
PreConsumer
Recycled Content
(lbs)
CO2e
Footprint
(kgs)
Install
Hours
Ref.

No.

Reference Document: ASTM F1487
Unit
ASTM
Status
Active
Play
Events
PostPart No. Qty.

Totals: 552.42 116 216 463 4 6.00 0.78 4
248.59 Kg 52 Kg 97 Kg 0 Metric Tons 0.59 m3
Monday, March 06, 2023 Page of1 2 Playworld.com

Description
Concrete
(Yds3)
Total
Weight
(lbs) Users
Design Number: C23054SP - Compliance and Technical Data

VILLAGE PARK - SWING AREA
PreConsumer
Recycled Content
(lbs)
CO2e
Footprint
(kgs)
Install
Hours
Ref.

No.

Reference Document: ASTM F1487
Unit
ASTM
Status
Active
Play
Events
PostPart No. Qty.

The lay-out for this custom playscape, design number C23054SP, has been configured to meet the requirements of the ASTM F1487 standard. In addition, each of the above components listed as "Certified" have been tested and are IPEMA certified. Components listed as "Not Applicable" do not fall within the scope of the ASTM F1487 standard and have not been tested. IPEMA certification can be verified on the IPEMA website, www.ipema.org. In the interest of playground safety, IPEMA provides a Third Party Certification Service which validates compliance.

The CO2e (carbon footprint given in Kilograms and Metric Tons) listed above is a measure of the environmental impact this play structure represents from harvesting raw materials to the time it leaves our shipping dock. Playworld Systems nurtures a total corporate culture that is focused on eliminating carbon producing processes and products, reducing our use of precious raw materials, reusing materials whenever possible and recycling materials at every opportunity. Playworld Systems elected to adopt the Publicly Available Specification; PAS 2050 as published by the British Standards Institute and sponsored by Defra and the Carbon Trust. The PAS 2050 has gained international acceptance as a specification that measures the greenhouse gas emissions in services and goods throughout their entire life cycle.

The lay-out was also designed to meet the 2010 Standards published 15-Sep-2010, by the Department of Justice when installed over a properly maintained surfacing material that is in compliance with ASTM F1951 "Accessibility of Surface Systems Under and Around Playground Equipment" as well as ASTM F1292, "Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment", appropriate for the fall height of the structure.

Installation times are based on one experienced installer. A crew of three experienced individuals can perform the installation within the given time, each member working 1/3 of the given hours. [Eg. Installation Time = 30 hours. For a crew of three, each member will work 10 hours on the installation for a total of 30 hours on the project.]
A measurement, in pounds, that qualifies the amount of material that was captured as waste and diverted from landfill during an initial manufacturing process and is being redirected to a separate manufacturing process to become a different product. E.g. 100% of our Aluminum Tubing is made from captured waste material during the manufacturing process of extruded Aluminum products such as rods, flat bars and H-channels.

A measurement, in pounds, that qualifies the amount of material that was once another product that has completed its lifecycle and has been diverted from a landfill as a solid waste through recycling and is now being used in a Playworld Systems' product. E.g. **20% to 40% of the steel in our steel tubing and sheet steel have been diverted from landfills. Automobiles are scrapped and recyclable steel is purchased by the steel mill that produces our raw product. ** The amount of Post-Consumer recycled steel fluctuates daily based on the availability of the recycled steel.

ASTM F1487
2010 ADA Standards for Accessible Design
Installation Times
Carbon Footprint
Pre-Consumer Recycle Content
Post-Consumer Recycle Content
Monday, March 06, 2023 Page of2 2 Playworld.com

Estimate
CA255714
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

To: City of Buelton
Attn: Rose Hess, PE
107 West Highway 246
Beulton, CA 93427
Estimate Date Salesperson
03/10/2023 Eric Molano
Village Park - Swing Area - Option 3
Due to current market conditions, our
estimates are valid for only 14 days and
are subject to change due to market
volatility
Estimated Shipping Date Shipped Via FOB Terms
14-22 Weeks Truck - CA Buellton Net 30 CMAS #4-22-12-1015 Quantity Description Unit Price Total Extended
Swing Bay (3)
1 Playworld # ZZXX0260, BELT SEAT W/SILVER SHIELD CHAIN FOR 8ft TOP RAIL
$155.00 $155.00
1 Playworld # ZZXX0265, INFANT SEAT W/SILVER SHIELD FOR 8ft

TOP RAIL
$269.00 $269.00
1 Playworld # ZZXX0892, ACCESSIBLE SWING SEAT- 8ft TOP RAIL $1,393.00 $1,393.00 1 Playworld # ZZXX0930, 3.5in OD 2-UNIT STEEL ARCH SWING- 8ft

TOP RAIL
$2,411.00 $2,411.00
1 Playworld # ZZXX0932, 3.5in OD STEEL ARCH SWING 2-UNIT

ADD-A-BAY
$1,447.00 $1,447.00
Subtotal $5,675.00
Less CMAS Discount ($1,021.50)
1 Site Prep by a Licensed Contractor to INCLUDE prevailing wages:
• Excavation of Grass/ Soil for Swing Area. 12" depth 1510 SF.
• Installation of concrete curbing 6"W x 12"H 153 LF for new swing area
• Temp Fencing
$8,970.00 $8,970.00
1 Shipping
*Due to current freight cost volatility, please contact us to confirm shipping price is valid prior to ordering.
$1,189.00 $1,189.00
1 Installation by a Factory Certified Licensed Contractor to INCLUDE prevailing wages:
*Installation of new Playworld three bay swing
*Supply and installation of filter fabric 1520 SF
$6,450.00 $6,450.00
1 Installation by a Factory Certified Licensed Contractor to INCLUDE prevailing wages:

Supply and Install of EWF
*To INCLUDE Prevailing Wages
$8,400.00 $8,400.00
The above price is based on utilizing the Fence Builder labor rate classification(s). If this job requires DIR project registration (PWC-100) please list this classification. If another labor classification is required, please let us know so we can revise this quote, if needed.
1 Payment & Performance Bond $900.69 $900.69
THIS ESTIMATE IS SUBJECT TO THE ATTACHED TERMS AND CONDITIONS Subtotal $30,563.19

Estimate
CA255714
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

THANK YOU FOR THIS CHANCE TO ESTIMATE
Dave Bang Associate, INC. IS PLEASED TO SUBMIT THE ABOVE ESTIMATE FOR YOUR CONSIDERATION. SHOULD YOU PLACE AN ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS ESTIMATE IS SUBJECT TO THE ATTACHED TERMS AND CONDITIONS, AND IS VALID FOR 14 DAYS. THEREAFTER, IT IS SUBJECT TO CHANGE WITHOUT NOTICE.

Tax (7.75%) $360.66
Total $30,923.85
Accepted By
Print Name: Signature: Date:

PLEASE SIGN AND RETURN ONE COPY WHEN ORDERING. THANK YOU!

Estimate
CA255714
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Terms & Conditions

1. General Notes
*Assembly and Installation NOT included unless otherwise noted *Payment and Performance bonds are NOT included unless otherwise stated.

If required, additional charges will apply. Please call for details! *Customer responsible for quoted quantities and model numbers, please check! *Price reflects quoted quantity. Please request revision if alternate quantity is desired.

2. Payment / Ordering
*TO ORDER, please sign quote and return via email or fax to avoid any shipping delays. Fax or email copy deemed to be legal equivalent of original. If Payment with Order is required, please sign quote below and return with payment. All past due accounts subject to 1 ½% monthly finance charge. In the event legal action is required to effect collection venue shall be Orange, CA.

3. Shipping / Unloading
*Shipped by Common Carrier – Customer will need 2-4 people to unload. Liftgate NOT included. Items will be boxed and / or stretch wrapped to pallets and customer is responsible for offloading. Delivery Drivers do NOT unload **IMPORTANT: Customer is responsible for receiving and checking quantities and condition at time of delivery - Please note any shortages or damages on delivery copy.
*Notwithstanding anything to the contrary in any Contract Documents, Customer understands that estimated shipment times for materials are an estimate only.

We have no control over shipment dates. We thus make no guarantee to Owner or Customer regarding the projected shipment dates for materials and shall not be liable for any loss caused by the timing of shipments

4. Engineered Wood Fiber
*Customer to provide access for Engineered Wood Fiber delivery with tractor truck and 53’ trailer. *Customer to provide access for Engineered Wood Fiber delivery with tractor truck and 53’ trailer. *Compaction of the Engineered Wood Fiber is NOT included in the installation cost, if desired, please request an updated proposal. If Compaction of the Engineered Wood Fiber was purchased, a high capacity water source such as a hydrant must be available. If applicable, the cost of a meter and / or the cost of the water is NOT included in the proposal. If we need to acquire the meter and / or pay for the water, please request an updated proposal

5. General Notes for Purchased Installation
*Installation does NOT include ground preparation, excavation, safety surfacing, and/or safety surfacing borders, prep work, flat work, grading, rerouting of water, electric, drainage or sprinkler lines unless otherwise noted in the proposal *Demo of existing equipment or safety surfacing is NOT included unless otherwise stated in the proposal *ROCK CLAUSE: Pricing is based on normal soil conditions which would allow an auger on a tractor to dig footings. If rocks/boulders interfere with the progress of the excavation, additional fees may apply.
*ACCESS CLAUSE: Installation based on clear access to area. Crane service is NOT included. Customer to provide access for bobcat to work area, bobcat will be provided by installer. Minimum access shall be 7’ wide and 7’ high. If adequate access is not provided additional charges may apply and repairs to landscape and irrigation may be required. Customer is responsible for any repairs to landscape if proper access is not provided. *UTILITY CLAUSE: Installation to include marking of utilities by Dig Alert. Dig Alert CANNOT locate any private lines, PVC or plastic water lines. Installation does NOT include repair or relocating any underground utilities, such as drainage, irrigation, live water lines, main low voltage lines, gas, electrical, communication, or sewer etc. Customers responsibility to provide locations of any utilities prior to commencement of work. *Customer is responsible for all landscape repairs such as, but not limited to damaged trees, bushes, lawn, curbing, sidewalks and/or asphalt paving caused by materials truck and/or 2-ton bobcat needed to complete project. *Installation does NOT include ground preparation, excavation, safety surfacing, and/or safety surfacing borders unless otherwise noted *Before we proceed with the playground installation, the playground area MUST be compacted, be free of debris, and excavated accordingly. Please call for details.
*Concrete pad for surface mount items NOT included and MUST be provided by customer unless otherwise stated. *Surface mount anchoring to asphalt and paver areas is NOT included unless otherwise stated. *Private Utility Locator is NOT included unless otherwise noted. Private Utility Locator CANNOT locate any PVC or plastic water lines *Installation does NOT include saw cutting and/or core drilling unless otherwise noted *Installation does NOT include jackhammering. Please call for details. *Area MUST have normal soil conditions and be level.
*All Athletic Equipment Goals such as soccer, football, etc, install location MUST be marked out by customer prior to installation, if installation was purchased

Estimate
CA255714
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

6. Temporary Fencing
*Security guards and/or temporary fencing to prevent injuries, vandalism and/or accidental damage to install area or to the rubberized surface while it sets is NOT included unless noted on quote. If desired, the installers can put up caution tape, but Temporary Fencing is recommended. Although the fencing, if provided, is intended to provide this security, the overall security of the property is ultimately the responsibility of customer. We are not responsible for any vandalism or injuries even with the provision of the fencing.

7. ADA Access
*Play Equipment MUST be installed over an impact-absorbing surface such as ADA compliant Engineered Wood Fiber or Rubber Surfacing. If not quoted, please call for details.
*This area is NOT ADA compliant without the installation of compliant surfacing and an accessible route up to and into the playground area. Please call for details.

8. Poured-in-Place Rubber Surfacing
*Rubber Surfacing cure time is normally 48-72 hours and can vary depending on weather conditions. *Rubber Surfacing cannot be installed during extreme weather conditions and may also not be installed if rain or frost is forecast during the cure time. *48-Hour Manned Security is NOT included for rubber.

9. Shade Shelters (non DSA)
*Shade Shelter installation price EXCLUDES – unless otherwise stated in this quote - engineering, permits, permit submittal, site plans, special inspections, soil reports, impact fees, special assessment fees. Customer is responsible for any and all of these items if required by the City. *Shade Shelter manufacture time is 6-8 weeks. Permitting can add 2-4 weeks or more to lead time. PLEASE NOTE: Shade Orders are NOT released into production until permit is issued!
*Shade Shelter installation price EXCLUDES concrete pad, footings, masonry columns, electrical wiring and lights unless otherwise noted.

10. Shade Shelters (DSA)
**6-8 Week lead time is AFTER DSA approval by your architect of choice * Customer to receive shade shelter. If receiving by us is needed, please call for pricing and details! * Job to be completed in one mobilization. Additional moves will be additional pricing if we are required to remobilize due to schedule issues, stop work or a delay in work not caused by us
*Pricing does NOT include, architectural drawings, site/plot plans, DSA submittal fees, job site inspector fees, shop welding inspection fees, and/or permits *DSA in-plant Welding Inspector to be hired by the School District. Welding Inspector fee has NOT been quoted. *School District / Architect responsible for submission of plans to DSA for DSA approval *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received. *Fabrication cannot start until inspections have been coordinated, colors have been selected, and approved plans received.

11. Prevailing Wages
*Prevailing Wages NOT included unless otherwise noted. (ie: Davis Bacon, TERO, ect.) If this is a Prevailing Wage project, please request alternate pricing. *If Prevailing Wages / Davis Bacon Wages were INCLUDED, all other special work fees NOT included - Additional Labor Charges may apply if alternate labor is required.
*If DIR Project Registration is required, work may not begin until we receive DIR Project ID number

12. Indemnity Provision
*Notwithstanding anything to the contrary in any Contract Documents we shall have no duty to defend or indemnify Owner, Customer, or any other party we agree to defend or indemnify in any Contract Documents for that portion of any claim arising out of the comparative fault of any party we agree to defend or indemnify in any Contract Documents.

13. Insurance
Available Insurance
Umbrella / Excess Liability:

Each Occurrence - $2,000,000.00
Aggregate - $2,000,000.00
General Liability Limits:

Deductible - $2,500.00
Each Occurrence - $1,000,000.00
Damage to Rented Premises - $100,000.00

Estimate
CA255714
P.O. Box 1088, TUSTIN, CA 92781 1-800-669-2585 DAVEBANG.COM [email protected] LIC #795052

Medical Expense - $5,000.00
Personal & Adv Injury - $1,000,000.00
General Aggregate (per project) - $2,000,000.00
Products Comp/OP Agg - $2,000,000.00
Excludes Contractual Liability
Available Endorsements:

Additional Insured Ongoing Operations CG2010
Additional Insured Completed Operations CG 2037
Primary Noncontributory IFG-G-0094
Waiver of Subrogation CG 2404
Per Project Aggregate IFG-G-0065
Per Location Aggregate IFG-G-0064
Auto Liability Limits:
(Any Auto, Hired Autos, Non-Owned Autos)
Combined Single Limit $1,000,000.00
Available Endorsements:

Auto Blanket Additional Insured/Waiver of Subrogation CAT353 Workers Compensation and Employers Liability:

Each Accident - $1,000,000.00
Disease (Ea Employee) - $1,000,000.00
Disease (Policy Limit) - $1,000,000.00
Waiver of Subrogation Endorsement available upon request CA WC040306
Initial:

COLOR PALETTE: MANUFACTURERS:

VILLLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 3
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23055SP
DESIGNED FOR:

COLOR PALETTE: MANUFACTURERS:

VILLLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 3
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23055SP
DESIGNED FOR:

SELECTED COLORS
POST: FOREST GREEN
COMPONENT 1: FOREST GREEN
COMPONENT 2: N/A
ROTOMOLDED PLASTIC 1: FOREST GREEN
ROTOMOLDED PLASTIC 2: N/A
ROTOMOLDED PLASTIC 3: N/A
SHEET PLASTIC 1: N/A
SHEET PLASTIC 2: N/A
2-TONE PLASTIC: N/A
ROPE: N/A
ECO-ARMOR: N/A

MODIFIED COLORS LISTED BELOW
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
______________________________________________
COLOR PALETTE: MANUFACTURERS:

VILLLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 3
PROJECT: DESIGNED BY:

ERIC MOLANO
MARCH 6, 2023
DRAWING #
C23055SP
DESIGNED FOR:

0 5' 10'
27'-6"
18'-9"

ENGINEERED

WOOD FIBER
1510 TOTAL SQ FT

CONCRETE CURB
153 SQ FT
17'-6"
3-BAY, 3.5" ARCH SWING
W/ 2 BELT SEATS,
2 TOT SEATS,
2 ADA SEATS
AT 8' HIGH

EXPANDED
AREA

PLAY STRUCTURE AND LAYOUT OF THE COMPONENTS CONFORM TO
ASTM F1487-17 AND CPSC #325 GUIDELINES AND CCR TITLE 22, DIVISION 4 CHAPTER 22.

CRITICAL FALL HEIGHT OF OVERALL PLAY AREA: 96"

ERIC MOLANO
MARCH 6, 2022
DRAWING #
C23054SP

VILLAGE PARK - SWING AREA
BUELLTON, CA - OPTION 2

1 ZZXX0260 BELT SEAT W/SILVER SHIELD CHAIN FOR 8ft Certified

TOP RAIL
2 17.60 108 2 0.50 0.00 2
2 ZZXX0265 INFANT SEAT W/SILVER SHIELD FOR 8ft Certified

TOP RAIL
2 22.62 179 2 0.50 0.00 2
3 ZZXX0892 2 ACCESSIBLE SWING SEAT- 8ft TOP RAIL Certified 103.80 1,278 2 1.00 0.00 2 4 ZZXX0930 3.5in OD 2-UNIT STEEL ARCH SWING- 8ft Certified

TOP RAIL
1 314.50 91 0 3.00 0.52 0
5 ZZXX0932 3.5in OD STEEL ARCH SWING 2-UNIT Certified

ADD-A-BAY
2 395.40 169 0 4.00 0.52 0
Description
Concrete
(Yds3)
Total
Weight
(lbs) Users
Design Number: C23055SP - Compliance and Technical Data

VILLAGE PARK - SWING AREA
PreConsumer
Recycled Content
(lbs)
CO2e
Footprint
(kgs)
Install
Hours
Ref.

No.

Reference Document: ASTM F1487
Unit
ASTM
Status
Active
Play
Events
PostPart No. Qty.

Totals: 853.92 163 301 1,825 6 9.00 1.04 6
384.26 Kg 73 Kg 135 Kg 2 Metric Tons 0.79 m3
Monday, March 06, 2023 Page of1 2 Playworld.com

Description
Concrete
(Yds3)
Total
Weight
(lbs) Users
Design Number: C23055SP - Compliance and Technical Data

VILLAGE PARK - SWING AREA
PreConsumer
Recycled Content
(lbs)
CO2e
Footprint
(kgs)
Install
Hours
Ref.

No.

Reference Document: ASTM F1487
Unit
ASTM
Status
Active
Play
Events
PostPart No. Qty.

The lay-out for this custom playscape, design number C23055SP, has been configured to meet the requirements of the ASTM F1487 standard. In addition, each of the above components listed as "Certified" have been tested and are IPEMA certified. Components listed as "Not Applicable" do not fall within the scope of the ASTM F1487 standard and have not been tested. IPEMA certification can be verified on the IPEMA website, www.ipema.org. In the interest of playground safety, IPEMA provides a Third Party Certification Service which validates compliance.

The CO2e (carbon footprint given in Kilograms and Metric Tons) listed above is a measure of the environmental impact this play structure represents from harvesting raw materials to the time it leaves our shipping dock. Playworld Systems nurtures a total corporate culture that is focused on eliminating carbon producing processes and products, reducing our use of precious raw materials, reusing materials whenever possible and recycling materials at every opportunity. Playworld Systems elected to adopt the Publicly Available Specification; PAS 2050 as published by the British Standards Institute and sponsored by Defra and the Carbon Trust. The PAS 2050 has gained international acceptance as a specification that measures the greenhouse gas emissions in services and goods throughout their entire life cycle.

The lay-out was also designed to meet the 2010 Standards published 15-Sep-2010, by the Department of Justice when installed over a properly maintained surfacing material that is in compliance with ASTM F1951 "Accessibility of Surface Systems Under and Around Playground Equipment" as well as ASTM F1292, "Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment", appropriate for the fall height of the structure.

Installation times are based on one experienced installer. A crew of three experienced individuals can perform the installation within the given time, each member working 1/3 of the given hours. [Eg. Installation Time = 30 hours. For a crew of three, each member will work 10 hours on the installation for a total of 30 hours on the project.]
A measurement, in pounds, that qualifies the amount of material that was captured as waste and diverted from landfill during an initial manufacturing process and is being redirected to a separate manufacturing process to become a different product. E.g. 100% of our Aluminum Tubing is made from captured waste material during the manufacturing process of extruded Aluminum products such as rods, flat bars and H-channels.

A measurement, in pounds, that qualifies the amount of material that was once another product that has completed its lifecycle and has been diverted from a landfill as a solid waste through recycling and is now being used in a Playworld Systems' product. E.g. **20% to 40% of the steel in our steel tubing and sheet steel have been diverted from landfills. Automobiles are scrapped and recyclable steel is purchased by the steel mill that produces our raw product. ** The amount of Post-Consumer recycled steel fluctuates daily based on the availability of the recycled steel.

ASTM F1487
2010 ADA Standards for Accessible Design
Installation Times
Carbon Footprint
Pre-Consumer Recycle Content
Post-Consumer Recycle Content
Monday, March 06, 2023 Page of2 2 Playworld.com

CITY OF BUELLTON
City Council Agenda Staff Report
City Manager Review: SW
Council Agenda Item No.: 12
To: The Honorable Mayor and City Council
From: Rose Hess, Public Works Director
Meeting Date: April 13, 2023
Subject: Willemsen Property Lower Parking Lot Plans
______________________________________________________________________________

BACKGROUND
In 2022, the City Council approved the design of a parking lot in the Willemsen lower lot, east of River View Park. The parking lot will provide parking for uses on the upper property and lower field. The current approved uses are: an Outdoor Children’s Museum, Buellton Public Library, and the Santa Ynez Valley Horse Back Rides (lower lot). During the public workshop process for development of the Willemsen Property use, Council expressed a preference that the upper lot accessible from Dairyland Road would only provide ADA accessible parking and all other parking would be facilitated at the lower field lot accessible through River View Park (RVP). Parking lot improvements were chosen in this location to minimize impacts to the neighborhood surrounding the Willemsen Property. 95% Draft improvement plans are provided as Attachment 1. Improvements include site grading and drainage, driveway expansion from the east River View Park parking lot, modifications to existing storm drain, staircase improvements to access upper lot, and stormwater regulatory improvements. All earthwork will remain on-site, with any excess to be utilized for Phase 2 of the Bike Skills course. Staff has provided TetraTech with redlines on plans with additional comments. However, there are no substantive changes to be made on the plans, therefore the recommendation is for Council to approve the plan set, authorizing the City Engineer to approve final changes to the plans prior to bidding.

It is anticipated that the plans and specifications will be ready for publication by April 24, 2023 with a bid opening on May 15, 2023. Contract approval will be brought back to Council on May 25, 2023.

FISCAL IMPACT
The project has been budged by Council in 2022 and has been appropriated in the 2022- 2023 FY Budget – CIP 092-220.

Willemsen Parking Lot Plans Page 2 April 13, 2023

RECOMMENDATION
That the City Council approve the 95% plans and authorize the City Engineer to approve the final plan set prior to bidding.

ATTACHMENTS
Attachment 1 – Draft Parking Lot Improvement Plans

RIVER VIEW
PARK VALLEY DAIRY RD. SYCAMORE DR. MEADOW VIEW DR

INDUSTRIAL WAY
RIVERVIEW DR.

HWY 246
HWY
101

CITY BOUNDARYPROJECT LIMITSWILLEMSEN PROPERTY
APN 099-660-035

RIVER VIEW PARKPARKING LOT
APN 099-670-004
APN 099-670-005
MARK DATE DESCRIPTION BY PROJ:
www.tetratech.com
CHKD:DRWN:DESN:
2/27/2023 10:58:46 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\G-001.DWG - FERREIRA, OCTAVIO 1 A
2 3 4 5 6 7
B
CD
E
F
Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech
SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992
N
G-001

WILLEMSEN PARKING LOT

TITLE SHEET

OF/CMOF/CM
BE
1 WILLEMSEN PARKING LOT
202 DAIRYLAND ROAD
CITY OF BUELLTON, CALIFORNIA 93427

COUNTY OF SANTA BARBARA

BENCHMARK

GENERAL SPECIFICATIONS AND NOTES

1. ALL WORK SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2019 EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (SSPWC) "GREEN BOOK". UNLESS SPECIFIED OTHERWISE.

2. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES.3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.4. ALL WORK SHALL CONFORM TO REGULATING AGENCIES SPECIFICATIONS, CODES, AND STANDARDS OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE.

5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS.

6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE CITY ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.

7. CONTRACTOR SHALL LOCATE, PROTECT AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THESE OPERATIONS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS.

9. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGED CAUSED BY DUST FROM CONSTRUCTIONS.

10. THE CONTRACTOR SHALL COMPLY WITH NPDES REQUIREMENTS AND STORM WATER POLLUTION PREVENTION BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL IMPLEMENTS BEST MANAGEMENT PRACTICES FOR EROSIONCONTROL DURING AND AFTER CONSTRUCTION.

11. CONCRETE SHALL BE 2,500 PSI MINIMUM 28 DAY STRENGTH UNLESS OTHERWISE STATED.12. ALL REINFORCING SHALL BE 60 KSI UNLESS OTHERWISE STATED.13. CONTRACTOR TO OBTAIN PERMIT FROM CITY PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY INSPECTOR 72 HOURS PRIOR TO START OF CONSTRUCTION AT 805-542-8629 OR 805-542-9052.

14. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION.15. CONTRACTOR TO CONTACT USA/DIG ALERT, AT THE NUMBER SHOWN ON THESE PLANS, A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION.

16. CONSTRUCTION HOURS LIMITED TO 8:00 AM - 5:00 PM M- F. ANY WEEKEND CONSTRUCTION SHALL REQUIRE

SPECIAL APPROVAL FROM THE PLANNING DIRECTOR AND THE CITY ENGINEER AND WOULD BE LIMITED TO THE HOURS OF 9:00AM- 4:00PM.

17. STAGING AND STORAGE OF MATERIALS AND EQUIPMENT SHALL BE OFF SITE. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE STREET OR PEDESTRIAN RIGHT-OF-WAY.

18. ALL GRADING SHALL CONFORM WITH CITY OF BUELLTON TITLE 17 EXCAVATION AND GRADING STANDARDS AND SPECIFICATIONS, THESE CONSTRUCTION DRAWINGS AND THE RECOMMENDATIONS OF THE ENGINEER.

19. A THOROUGH SEARCH SHALL BE MADE OF ALL ABANDONED MAN-MADE FACILITIES SUCH AS SEPTIC TANK SYSTEMS, FUEL OR WATER STORAGE TANKS, AND PIPELINES OR CONDUITS. ANY SUCH FACILITIES ENCOUNTEREDSHALL BE PRESERVED IN PLACE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

SHEET INDEX
SHEET NO. SHEET NAME
G-001 TITLE SHEET
C-101 EXISTING TOPOGRAPHY MAP
C-102 HORIZONTAL CONTROL PLANC-103 GRADING & DRAINAGE PLAN 1C-104 GRADING & DRAINAGE PLAN 2C-105 UTILITY PLANC-106 DETAILS 1C-107 DETAILS 2C-108 DETAILS 3C-109 DETAILS 4C-110 DETAILS 5 TRAFFIC CONTROL FOR CONSTRUCTIONTHE CONTRACTOR SHALL COMPLY WITH CITY OF BUELLTON MUNICIPAL CODE TITLE 12; STREETS, SIDEWALKS AND PUBLIC PLACES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

1. THE CONTRACTOR SHALL MAINTAIN SAFE CROSSINGS FOR TWO LANES OF VEHICLE TRAFFIC AT ALL STREET

INTERSECTIONS WHERE POSSIBLE AND SAFE CROSSINGS FOR PEDESTRIANS AT INTERVALS OF NOT MORE THAN THREE HUNDRED (300) FEET. IF ANY EXCAVATION IS MADE ACROSS ANY STREET RIGHT-OF-WAY, AT LEAST ONESAFE CROSSING SHALL BE MAINTAINED WHEN POSSIBLE FOR VEHICLES AND PEDESTRIANS. IF THE STREET IS NOTWIDE ENOUGH TO HOLD THE EXCAVATED MATERIAL WITHOUT USING PART OF THE ADJACENT SIDEWALK, A PASSAGEWAY AT LEAST ONE-HALF OF THE SIDEWALK WIDTH SHALL BE MAINTAINED ALONG SUCH SIDEWALK LINE.

2. ALL CONTRACTORS AND OTHER PERSONS MAKING ANY TRENCH ON ANY STREET SHALL AT NIGHT KEEP SIGNAL LIGHTS OF A TYPE APPROVED BY THE DIRECTOR AT EVERY THIRTY (30) FEET ALONG THE TRENCH THROUGHOUT

THE ENTIRE NIGHT AND MUST TAKE ALL OTHER NECESSARY PRECAUTIONS TO GUARD AGAINST ALL ACCIDENTS

AND DANGERS

3. IT SHALL BE THE DUTY OF EVERY PERSON CUTTING OR MAKING AN EXCAVATION IN OR UPON ANY STREET

RIGHT-OF-WAY TO PLACE AND MAINTAIN SUCH BARRIERS AND WARNING DEVICES NECESSARY FOR SAFETY AS

SPECIFIED BY THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AS PUBLISHED BY BNI BOOKS, A DIVISION OF BUILDING NEWS, INC., LATEST EDITION, AND ANY REVISIONS, SUPPLEMENTS OR REPLACEMENTS THEREOF.

4. BARRIERS SHALL MEET THE REQUIREMENTS OF THE WATCH HANDBOOK. WARNING LIGHTS SHALL BE FLARES, TORCHES, LANTERNS, ELECTRICAL MARKERS OR FLASHERS USED TO INDICATE A HAZARD TO TRAFFIC FROMSUNSET OF EACH DAY TO SUNRISE OF THE NEXT DAY. TORCHES SHALL BE OPEN WICK OR FLAME FLARES OR BOMBS GENERALLY USED IN CONNECTION WITH ROADWAY REPAIRS OR CONSTRUCTION AND OPERATING ONKEROSENE OR SIMILAR FLUID. LANTERNS SHALL BE KEROSENE OR SIMILAR FLUID. BURNING LANTERNS SHALLHAVE CLEAR RED OR RUBY GLOBES. ELECTRICAL MARKERS OR FLASHERS SHALL EMIT LIGHT AT SUFFICIENT INTENSITY AND FREQUENCY TO BE VISIBLE AT A REASONABLE DISTANCE FOR SAFETY. REFLECTORS OR REFLECTING MATERIAL MAY BE USED TO SUPPLEMENT, BUT NOT REPLACE, LIGHT SOURCES.

5. THE PERMITTEE SHALL TAKE APPROPRIATE MEASURES TO ASSURE THAT DURING THE PERFORMANCE OF THE

WORK, TRAFFIC CONDITIONS AS NEAR NORMAL AS PRACTICABLE, SHALL BE MAINTAINED AT ALL TIMES SO AS TO MINIMIZE INCONVENIENCE TO THE OCCUPANTS OF THE ABUTTING PROPERTY AND TO THE GENERAL PUBLIC;PROVIDED, THAT THE DIRECTOR MAY PERMIT THE CLOSING OF STREETS AND ALLEYS TO ALL TRAFFIC FOR APERIOD OF TIME PRESCRIBED BY HIM OR HER IF, IN HIS OR HER OPINION, IT IS NECESSARY. VICINITY MAP NOT TO SCALE

THE ELEVATIONS SHOWN HEREON ARE BASED ON A GLOBAL POSITIONINGSYSTEM OBSERVATIONS (GPS) BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) AS DEFINED BY CITY OF BUELLTON BENCHMARK 2010-023, LOCATED IN THE CENTER OF THE CUL DE SAC OF SYCAMORE DR., HAVING THE ELEVATION : 314.06 USSF.

ABBREVIATIONSAC ASPHALT CONCRETEAPN ASSESSORS PARCEL NUMBER

BLDG BUILDINGBVC BEGINNING OF VERTICAL CURVECB CATCH BASINCIP CAST IRON PIPEC OR CL CENTER LINECO CLEAN OUTCONC CONCRETEDBL DOUBLE TREEDI DROP INLETDIA DIAMETERDTL DETAIL(E) EXISTING EG EXISTING GROUND/GRADEEL ELEVATIONELEV ELEVATIONEP EDGE OF PAVEMENTEVC END OF VERTICAL CURVEEXIST. EXISTINGFL FLOW LINEFG FINISHED GRADEFS FINISHED SURFACEFOC FACE OF CURB

GB GRADE BREAKGV GAS VALVEGS GROUND SURFACE

INV INVERT

LVC LENGTH OF VERTICAL CURVEMAX MAXIMUMMIN MINIMUMNIC NOT IN CONTRACT(P) PROPOSEDPL PROPERTY LINEPOC POINT OF CONNECTIONPT POINTPVI POINT OF VERTICAL INTERSECTIONPVC POLYVINYL CHLORIDE PIPE

RCB REINFORCED CONCRETE BOXROW OR R/W RIGHT OF WAY
SS SANITARY SEWERS.B.C. SANTA BARBARA COUNTYSD STORM DRAINSHT SHEETSMH SEWER MANHOLESPPWC STADARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTA STATIONSTD STANDARD

TC TOP OF CURBTG TOP OF GRATETYP TYPICALTW TOP OF WALL

VCP VITRIFIED CLAY PIPE

WM WATER METERWV WATER VALVE
LEGEND
ROSE HESS RCE 66755 EXP 09/30/22

ROSE HESS (CITY ENGINEER)
FILE NO. CIBUE
DATE
BRIDGET ELLIOTT (PROJECT MANGER) RCE 77914 DATE
CK'D. BY: RH/BE
GRADING, STREET, SEWER, WATER, STORM DRAIN.... (PLAN OR PLAN & PROFILE)

WILLEMSEN PARKING LOT

CITY OF BUELLTON

PUBLIC WORKS DEPARTMENT
REV.# DESCRIPTION CK'D APP'D DATE

LAND DEVELOPMENT DIVISION
DRN. BY: OF/CM DES. BY: OF/CM
WDID# SHEET 1 OF 10
RCE 66755
NOTE: REVIEW BY THE CITY ENGINEER SHALL IN NO WAY RELIEVE THE DEVELOPER

AND/OR THEIR ENGINEERS FROM RESPONSIBILITY FOR THE DESIGN OF THE

IMPROVEMENTS AND FOR ANY DEFICIENCIES RESULTING FROM THE DESIGN THEREOF OR FROM ANY REQUIRED CONDITIONS OF APPROVAL FOR THE PROJECT. 202 DAIRY LAND ROAD
APN 099-670-005, APN 099-670-004, APN 099-660-035
UE
x x x x
SD
W

CENTER LINE

PROPOSED UNDERGROUND ELECTRICAL CONDUITEXISTING FENCEEXISTING STORM DRAINEXISTING SANITARY SEWER

PROPOSED PVC WATER LINE

PROPERTY LINE / RIGHT OF WAY LINE

SSSS PROPOSED SANITARY SEWER
SS

EXISTING DIRT/GRAVEL ROAD
> EXISTING FLOWLINE

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING SEWER MANHOLE

PROPOSED STORM DRAIN CATCH BASIN

EXISTING TREE TO BE REMOVED
PROPOSED 24" CIRCULAR DOME

GRATE CATCH BASIN
(300)
300

EXISTING TREE TO REMAIN

SD EXISTING STORM DRAIN CATCH BASIN

PROPOSED GRADING LIMITS
SD

PROPOSED STORM DRAIN CATCH BASIN

CO PROPOSED SEWER CLEAN OUTSD
(P) CONCRETE
(P) A.C.

PAVEMENT
(P) DECOMPOSEDGRANITE

BIO SWALE

SEED MIX

RIP RAP
3'X4' TRUNCATED

DOMES PAD
EARTHWORK ESTIMATE:

CUT = 1,700 C.Y.

FILL = 5,000 C.Y.

SD
SD
O
O
O
O
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SS
W
W W
W
W
W
xx
xx xx
WELL
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
(313) (314) (315) (316) (317) (318) (319) (320) (325) (330) (335) (340) (341) (342) (343)
(343)
(313) (315)
(316)
(315) (313) (314) (312)
(315)
(315)
(316) (315) (314) (316) (320) (325) (330) (335) (340) (344) (313)
(314)
(315) (316) (317)
(319)
(318)
(320) (321) (322) (325) (330) (335)
(338)
(339)
(340)
(341)
(342)

EXISTING SPLIT RAIL FENCE

EXISTING GRAVEL ROAD

EXISTING GRAVEL ROAD

EXISTING GRAVEL ROAD

EXISTING DIRT ROAD

EXISTING BIKE TRACK
(11:1)
(12:1)
(3:1) (3:1)
(3:1)
(3:1)
(0.04%)
(0.26%)

EXISTING GRAVEL DRIVE

EXISTING PAVERS
(3:1)

EXISTING CONCRETEHEADWALL OUTLET

EXISTING SPLIT RAIL FENCE

EXISTING TURF

EXISTING TURF

EXISTING TURF
A.C. PAVEMENT
EXISTING PARKING LOT (4.56%)
(3.09%)

EXISTING HORSE STABLES

EXISTING FENCE(T-STAKE & WIRE)

EXISTING BARN

EXISTING BUILDING

BUILDING
EXISTING CHAIN LINKFENCE >
>
>
>
>
>
>

EXISTING BRUSH
DAIRYLAND RD.

VALLEY DAIRY RD.
> (1.75%)
PARCEL APN:
099-660-035
PARCEL APN:
099-670-005

EXISTING CONCRETE
WALK

EXISTING PERFORATEDDRAINAGE PIPE
ROW
PL
PL
PL
PL
ROW
(0.68%)
(0.69%)
(0.28%)
(313)
(314)
(312)
(315)
(312) (313) (314)
(317)

EXISTING GRAVEL ROAD

OPEN FIELD

NATURAL

VEGETATION
(FL 315.00)
(GS 314.37)
(GS 314.69)
(GS 315.22)
(GS 314.99)
(FL 311.46)
(FS 315.39)
(FS 315.22)
(FS 314.68)
(TW 325.51)
(TW 325.50) (TW 320.10) (TW 315.94)
(TW 315.92)
(TW 320.13)
(GS 343.30)
(GS 343.47)
(FS 342.73)
(FS 342.29)
(GS 342.14)
(GS 339.59)
(GS 340.80)
(GS 343.04)
(LP 313.87)(LP 313.43)
(GS 312.24)
(GS 313.58)
SS

EXISTING SHED
PARCEL APN:
099-670-004
(315) (313)
MH-986(RIM 321.29)(INV 309.71)
EXISTING 10" PVCSEWER TO LIFT STATION
EXISTING 10" PVC SEWER
S=0.065, L=292'
MH-1005
(RIM 341.19)
(INV 328.69)
LEGEND
x x x x
SD
W

PROPERTY LINEEXISTING FENCEEXISTING STORM DRAINEXISTING SANITARY SEWEREXISTING WATER LINE SS
SS
SD

EXISTING DIRT/GRAVEL ROAD

EXISTING TOPOGRAPHIC CONTOUR

EXISTING BUILDINGEXISTING SEWER MHEXISTING STORM DRAIN CATCH BASINEXISTING TREE

O EXISTING OIL LINE
> EXISTING FLOWLINE
(300)
MARK DATE DESCRIPTION BY PROJ:
www.tetratech.com
CHKD:DRWN:DESN:
2/27/2023 10:47:27 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-101 EXIST TOPO.DWG - FERREIRA, OCTAVIO 1 A
2 3 4 5 6 7
B
CD
EF
Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech
SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24
PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992
0 SCALE:
25' 50' 100'
1" = 50'
N
C-101

WILLEMSEN PARKING LOT

EXISTING TOPOGRAPHY

OF/CMOF/CM
BE
2 THE ELEVATIONS SHOWN HEREON ARE BASED ON A GLOBAL POSITIONINGSYSTEM OBSERVATIONS (GPS) BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) AS DEFINED BY CITY OF BUELLTON BENCHMARK 2010-023, LOCATED IN THE CENTER OF THE CUL DE SAC OF SYCAMORE DR., HAVING THE ELEVATION : 314.06 USSF.

BENCHMARK STATEMENT:

GB
GB
GB
GB
GB GB
x
GB
GB
GB
GB
GB
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x SS SS SD SD SD SD SDSD SD SD SD SD SD EXISTING BARN EXISTING BLDG 1 3
9 9 17 25 2224
1 L7
C4
L8
L4
C3
L5

24.00'

24.00' 8.00'

8.00'
297.99'

6.00'

15.00' TYP.

5.00'
18" TYP.

46.50'

24.00'

19.33' 22.67'

3.00'

10.00'
L21
L22
L23
L24
L14
L15
L25
L32
L31
L30
L29
L28
L27
L26

10.00' SD SD 29°21'5"' 34 19 SWALE LENGTH 115' NOTE: 1.ANY EXISTING IMPROVEMENTS THAT ARE IN THE WAY OF PROPOSED IMPROVEMENTS SHALL BE REMOVED BY CONTRACTOR 2. DIMENSIONS ARE TO CURB FACE, OR EDGE OF AC. BEGIN END 25 C28 C27 1 2
3 4
5 6
7 8
9 11 12

9.00' TYP.

9.00'

9.00'

9.00'

9.00'

18.50' 13 1415 17 18 192021 22 23 24 25 26 27 2829 30 31 32 33 34 353637 38 40

45.00'

45.00'

46.50'

55.00'

55.00' BEGIN END 41 42 43 44 45 46 47 48 49 50 51 52 54 60.0°' TYP.16.00'

16.00'

23.00'

16.00'

16.00'

14.50'

16.00'

16.00'

13.00'

16.00'

16.00'

13.00'

16.00'

16.00'

14.50'

16.00'

16.00'

22.99'
L9
C5
L10 55 56
L2
C2
L3
L33
L11
C6
L12
L13 L16
L17
C7
L18 C8 57 58 L35 C9 L34
L19
L20 59 60 61 62 63 64 65 VAN ADA PARKING STALL66 67 68 69 L36 C10
C11
C12
C14
C15
L37 C16 L38 C17 C18 C19 L39 C20
L40
C21
C22
C23
C24
C25 C26
L41 7071 7374 7576 77

6.00' 78 7980 81
L59
L60
L6182 83 84 85 86 87 16 88 L42 C29 C30 L43 C31 89
123.55'

18.50'
L44
L45
L46 C32 L47
L48 90

5.00'

5.00' 9495 96 97 9899 101 102
C13 CURB BEGIN CURB END 103 104 105 106 L62
C33 L63 107 45 45 TYP 4" WHITE STRIPING 12" ON CENTER AT 45° FROM PATH OF TRAVEL (TYP.) x
x
x
x
2 2 46 CURVE TABLE CURVE # C2 C4 C5 C6 C7 C8 C9 C10 LENGTH 18.12' 41.32' 38.70' 45.53' 39.21' 8.45' 7.26' 7.00' RADIUS 25.00' 57.00' 62.50' 74.14' 25.00' 5.00' 5.00' 7.00' DELTA 41°31'57" 41°31'57" 35°28'35" 35°11'10" 89°51'27" 96°49'17" 83°10'43" 57°17'45" POINT TABLE PT# 1 2
3 4
5 6
7 8911121314151617181920212223242526 Northing 2053476.84 2053339.09 2053182.42 2053135.60 2053075.52 2053027.79 2053287.68 2053309.46 2053136.92 2053264.07 2053147.72 2053407.94 2053399.22 2053394.58 2053388.03 2053375.10 2053333.33 2053294.67 2053275.41 2053260.89 2053261.99 2053290.31 2053291.25 2053276.30 2053203.22 Easting 5898212.42 5897661.49 5897884.74 5897897.54 5897826.13 5897651.41 5897582.47 5897659.22 5897707.88 5897990.90 5897713.78 5898184.46 5898184.90 5898180.44 5898175.68 5898168.72 5898138.60 5898130.38 5898133.52 5898116.18 5898113.62 5898043.74 5898028.37 5897993.35 5897935.87 POINT TABLE PT# 27282930313233343536373840414243444546474849505152 Northing 2053270.74 2053286.18 2053285.41 2053254.96 2053275.29 2053296.69 2053329.21 2053372.24 2053385.19 2053390.42 2053395.07 2053396.89 2053391.22 2053181.20 2053186.02 2053399.70 2053398.66 2053390.84 2053624.96 2053608.62 2053573.33 2053569.82 2053590.25 2053600.24 2053603.22 Easting 5897995.61 5898033.62 5898040.29 5898115.24 5898139.52 5898136.03 5898142.97 5898174.00 5898180.96 5898184.77 5898189.23 5898192.99 5897852.32 5897855.28 5897853.96 5897883.35 5897890.27 5897956.26 5897818.55 5897837.99 5897857.71 5897833.96 5897822.55 5897810.66 5897807.97 POINT TABLE PT# 54555657585960616263646566676869707173747576777879 Northing 2053627.37 2053622.10 2053614.50 2053391.80 2053384.67 2053512.37 2053508.63 2053585.01 2053634.69 2053620.90 2053622.94 2053520.27 2053260.15 2053279.62 2053291.74 2053395.19 2053288.22 2053295.52 2053435.07 2053440.90 2053451.33 2053453.37 2053263.47 2053493.82 2053488.14 Easting 5897814.08 5897831.81 5897840.88 5897886.03 5897859.95 5897892.13 5897867.71 5897873.28 5897835.50 5897823.89 5897849.41 5897877.70 5897991.97 5897986.65 5898031.36 5898193.77 5898050.72 5898042.38 5897960.58 5897956.54 5897945.70 5897941.96 5898113.88 5897812.30 5897832.53 POINT TABLE PT# 8081828384858687888990949596979899 101 102 103 104 105 106 107 Northing 2053472.58 2053458.25 2053502.75 2053452.47 2053464.73 2053350.23 2053346.63 2053302.53 2053446.04 2053270.02 2053403.00 2053592.83 2053584.12 2053568.65 2053581.31 2053597.15 2053600.96 2053339.41 2053288.12 2053390.17 2053385.95 2053406.46 2053408.30 2053625.55 Easting 5897836.31 5897820.95 5897802.73 5897817.52 5897918.51 5898152.73 5898157.53 5898036.96 5897956.61 5897993.84 5897927.02 5897807.05 5897817.41 5897826.05 5897862.11 5897802.76 5897806.01 5898151.88 5898138.40 5897848.46 5897833.02 5897918.82 5897925.57 5897814.43 CURVE TABLE CURVE # C11 C12 C13 C14 C15 C16 C17 C18 LENGTH 81.61' 35.87' 21.80' 35.02' 53.19' 6.50' 4.27' 14.09' RADIUS 178.48' 21.00' 60.00' 31.62' 212.04' 24.00' 6.00' 30.06' DELTA 26°11'56" 97°52'27" 20°49'12" 63°27'08" 14°22'22" 15°30'24" 40°47'23" 26°51'43" CURVE TABLE CURVE # C19 C20 C21 C22 C23 C24 C25 C26 LENGTH 9.78' 8.12' 51.63' 41.62' 19.62' 25.62' 78.87' 13.00' RADIUS 6.00' 30.00' 206.04' 37.62' 54.00' 15.00' 172.48' 13.00' DELTA 93°22'48" 15°30'24" 14°21'26" 63°23'14" 20°49'14" 97°52'24" 26°11'56" 57°17'56" CURVE TABLE CURVE # C27 C28 C29 C30 C31 C32 C33 LENGTH 68.30' 11.11' 153.37' 7.14' 4.28' 5.22' 24.50' RADIUS 170.04' 46.49' 622.43' 18.00' 14.28' 5.00' 26.48' DELTA 23°00'44" 13°41'16" 14°07'03" 22°42'45" 17°11'46" 59°51'46" 53°01'11" Line Table LINE # L2L3L4L5L7L8L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 LENGTH 13.53' 179.35' 15.53' 178.39' 25.39' 175.51' 13.20' 63.00' 18.20' 75.05' 24.71' 32.17' 27.04' 6.70' 36.60' 115.30' 79.93' BEARING S 49°57'16" E S 8°25'19" E S 49°57'16" E S 8°25'19" E S 49°57'16" E S 8°24'05" E S 49°48'30" E S 14°19'30" E S 49°48'31" E S 14°33'00" E S 81°17'47" W N 74°43'08" E S 74°43'08" W S 80°16'52" E N 74°43'08" E S 15°16'52" E S 44°34'35" W Line Table LINE # L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 LENGTH 83.55' 5.00' 145.32' 198.38' 197.82' 49.55' 61.79' 35.10' 181.64' 270.61' 80.47' 180.68' 184.08' 18.02' 4.07' 1.91' 41.02' BEARING S 74°43'08" W N 15°16'52" W S 74°43'08" W S 15°16'52" E N 74°43'08" E N 15°57'53" W N 62°05'16" E N 30°09'47" E N 74°25'04" E S 14°53'43" E S 74°42'45" W N 15°16'37" W S 75°07'21" W N 40°07'06" E S 15°16'52" E S 67°53'51" W N 67°53'51" E Line Table LINE # L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L59 L60 L61 L62 L63 LENGTH 14.70' 6.43' 6.43' 14.69' 41.02' 8.86' 15.04' 203.45' 42.50' 129.16' 72.84' 82.20' 21.01' 16.01' 21.01' 1.41' 2.99' BEARING N 28°17'19" E N 43°47'42" E S 43°47'42" W S 28°17'19" W S 67°53'51" W N 37°45'34" W N 46°06'05" W N 74°43'08" E N 74°43'08" E S 15°17'11" E S 44°34'35" W S 74°43'08" W S 74°18'49" E S 13°39'54" E S 46°59'01" W S 10°51'37" E S 40°52'33" W 1 PROTECT IN PLACE 2 TO BE REMOVED 3 EXISTING EDGE OF DIRT/GRAVEL ROAD 4 EXISTING STORM DRAIN 8 EXISTING CHAIN LINK FENCE 9 EXISTING SPLIT RAIL WOOD FENCE 16 (P) 4" WHITE PARKING LOT STRIPING PER PLAN AND DTL 3, SHT C-106 17 (P) ADA PARKING STALL PER PLAN AND DTL 7, SHT C-106 19 (P) CONC STAIRWAY PER SPPWC STD PLAN 640-4, SEE DTL 1 SHT C-109 20 (P) CONCRETE SIDEWALK PER DETAIL 1, SHT C-106 22 (P) BOX CULVERT WING WALLS TYPE A PER CALTRAS DTL D84, SEE DTL 2, SHT C-108 24 (P) 8' WIDE DECOMPOSED GRANITE PEDESTRIAN PATH PER DTL 4, SHT C-106 25 (P) RETAINING WALL PER DTL 1, SHT C-107 34 (P) BIOSWALE PER DTL 4, SHT C-108 45 (P) TRAFFIC STRIPING ARROW TYPE I PER SPPWC STD PLAN 171-0, SEE DTL 10, SHEET C-106 46 (P) SECTION OF SPLIT RAIL WOOD FENCE TO BE REMOVED AND RETURNED IN KIND CONSTRUCTION NOTES PARKING SPACES (P) SECTION OF SPLIT RAIL WOOD FENCE TO BE REMOVED AND RETURNED IN KIND STANDARD PARKING 148 VAN ACCESSIBLE PARKING SPACE 1 ACCESSIBLE PARKING SPACE 5 TOTAL: 154 PARKING SPACES * SEE PLAN VIEW FOR STRIPING (DRIVE AISLES, STALL DIMENSIONS, ANGLE), STRIPING SHALL BE 4" THICK AND PER CONSTRUCTION NOTES. ASPHALT CONCRETE (NEW) 61,477 SF CONCRETE STAIRS 838 SF CONCRETE SIDEWALK / RAMPS 1,669 SF CONCRETE DRIVEWAYS AND PADS 187 SF DECOMPOSED GRANITE 2,961 SF PAVEMENT AREAS x
x
x
x CENTER LINE EXISTING FENCE PROPERTY LINE / RIGHT OR WAY LINE LEGEND EXISTING DIRT/GRAVEL ROAD > EXISTING FLOWLINE SURVEY CONTROL POINT (P) CONCRETE (P) A.C. PAVEMENT (P) DECOMPOSED GRANITE 3'X4' TRUNCATED DOMES PAD BIO SWALE SEED MIX RIP RAP SS EXISTING SEWER MANHOLE EXISTING TREE TO BE REMOVED PROPOSED 24" CIRCULAR DOME GRATE CATCH BASIN EXISTING TREE TO REMAIN SD EXISTING STORM DRAIN CATCH BASIN SD PROPOSED STORM DRAIN CATCH BASIN CO PROPOSED SEWER CLEAN OUT SD MARK DATE DESCRIPTION BY PROJ: www.tetratech.com CHKD: DRWN: DESN:
2/27/2023 10:48:32 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-102 HORIZONTAL CONTROL PLAN.DWG - FERREIRA, OCTAVIO 1 A
2 3
4 5
6 7
B
CD
E
F Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech SHEET OF 11 CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24 PROJECT No. XXX-XXX-XXX XXX-XXXX-XXXX UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 290 Valley Station Dr, Suite 102 Buellton, CA 93427 TEL 805.542.9052 1992 0SCALE:15' 30' 60' 1" = 30'
N C-102 WILLEMSEN PARKING LOT HORIZONTAL CONTROL & STRIPING PLAN OF/CM OF/CMBE 3

GB
GB
GB
GB
GB
GB
GB
SD
SD
SD
SD
SS
SS
SS
SS
SS
SS
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
SS
SD
SD
B
C-103
4:1

3.36%
(2.33%)
325
330
335
320
327
330
335
340
341
342
343
338
339
340
341
342
321
A
C-103
19 20
18 4:1
MATCH EXIST.

SIDEWALK
320
325
318
319
321
322
323
324
323
322

6.00'

6.00'

6.00'

EXISTBLDG
TURF
AREA
(0.19%)
(2.99%)
(12.68%)
(6.37%)
(3:1)
(3:1)
(6:1)
315
320
316
317
318
319
(18:1)
(15:1)

1.01%

0.50%
1 3
3 1
1 (E) HORSE

STABLES
(4.46%)
1 4
(E) GRAVEL ROAD

1.0%

3.69%
18 SS
SS
UE
UE
UE
UE
UE
W
W
W
W
CO
SD
(P) POC
4 2

EXISTBLDG

1.00%
26 16
15 1.0%
FS 315.18
FL 315.14
TC 315.64
TW 324.65
GS 322.83
FS 323.55
(FS 342.05)
(FS 342.69)
FS 317.54 FS 315.14
FS 342.20
FS 342.14
FS 341.24
FS 341.31
TW 326.44
GS 325.94
TW 334.85
GS 334.35
TW 339.10
GS 338.60
FS 339.16
FS 339.84
FS 327.41
FS 339.79 FS 339.13
(FS 338.34)
FS 342.19FS 342.22
FS 342.20
FS 327.26
FS 323.76
FS 317.69
FS 317.53
FS 330.91
FS 331.10
FS 334.63
28 25
FS 342.20
FS 342.24
13+40.39
10+00
11+00
12+00
13+00

15.00'
FS 342.06
FS 342.00

3.19%

0.32%

0.31%

1.0%

1.1%

1.0%

0.9%
27 FL 315.05 TC 315.55

1.71%
FS 338.37

2.59%
FS 317.69
FS 338.31
FS 334.78
FS 338.37
30 29
FL 315.00
TC 315.50
FS 315.90
37 (3:1)
(P) HANDRAIL
(P) CONC. STAIRS, W=6', L=VARIES,T=18", R= 7", C=4", S=VARIES(P) CMU RETAINING WALL

PROPOSED CONC SWALE

REMOVE AND RECOMPACT NATIVE
SOIL TO 95% RELATIVE CAOMPACITON
3/4" AGGREGATE BASE FILL 95%

COMPACTION BETWEEN TOP OFFOOTING AND CONC, STEPS OR

APPROVED EQUAL
2:1 MAX
CONC. FOOTING
310315320325330335340345350355360
310315320325330335340345350355360
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

3.7%

1.3%
(5:1)
(3:1)

1.0%

1.5%

1.5%
STA 10+48.24
EL 342.17'
STA 10+79.35
EL 342.03'
STA 11+02.18
EL 341.27'
STA 11+40.16
EL 339.82'
STA 11+60.77
EL 339.15' STA 11+91.02 EL 338.39'
STA 11+95.02
EL 338.36'
BEGIN 6" CURB
STA 10+88.61
EL 341.71' END 6" CURB STA 11+48.71
EL 339.55'

6.0'
STA 13+28.39
EL 315.05'

0.5% 3.3%

3.3%

2.6%

5.3'

6.0'

6.0'
STA 10+15.59
15' LANDING

NEW CONCRETE
WALK

CENTERLINEPROFILE

MATCH EXISTING
CONC. WALK
15' LANDING
15' LANDING
CMU RETAINING WALL, 6.0' MAX RETAINING,TOP OF WALL STEPS ARE 8", WALL CONTROLJOINTS SHALL BE A MINIMUM OF 100' SPACING

EG PROFILE

METAL HANDRAIL PER STD SPPWC STD PLAN
606-4, SEE DTL 1, SHEET C-110
7" RISER TYP.

1.5' DEPTH TYP.
(P) AC
15' LANDING
10 RISERS
6 RISERS
6 RISERS
6 RISERS 6 RISERS
GB
GB

EXISTING TREE

EXISTING BLDG
GB
GB
GB
GB
4 RISERS

FOOTING
GB 4' MIN. LANDING
STA 10+20.19
EL 342.22'

6.0'

6.0'
STA 12+84.97
EL 323.63'

4.5'

15.0'

13.5' TYP

7.5' 15.0' 7.5' 15.0' 7.5' 15.0' 7.5'

LANDING
FLIGHT

LANDING
FLIGHT

LANDING

FLIGHT FLIGHT

FLIGHT LANDING FLIGHT
EXP. JOINT TYP.

SEE STANDARD

DETIAL SPPWC
640-4, SHEET C-109
EXP. JOINT TYP.SEE STANDARDDETIAL SPPWC
640-4, SHEET C-109
305
310
315
320
325
330
335

1.67%
3:1

0.4%
18 24
15 24.0'

32.5'

8.0'
32 33
INV 313.44
INV (314.22) (P) DOUBLE RCB 7'W X 3'H, S=0.005
(P) HEADWALL
(E) EARTHEN

SWALE FL
(E) HEADWALL
(P) GROUND PROFILE
EXIST. GROUND
(P) ENGINEER FIELD
APPROVED FILL, 6" LIFTS 95%

RELATIVE COMPACTION
(E) 60" RCP
(E) CHAIN

LINK FENCE
(P) RETROFIT WALL PERDETAIL 2, SHEET C-107
(P) CHAIN LINK FENCE
INV 314.02
2 SACK SLURRY BACKFILL

UNDER ACCESS ROAD AND DGPATH
(P) 4' DEEP CONCCUTOFF WALL

WING FOOTING
(P) 1 1/2"

AGGREGATE
BASE
(P) RIP RAP
APRON
24" OF EXCAVATED NATIVESOIL RE-COMPACTED TO 95%

RELATIVE COMPACTION
12" OF 1 1/2" AGGREGATE BASE

EXISTING GROUND
6" THICK CONCRETE W/ #3 BARS 18" O.C. E.W.

BETWEEN EXIST. AND PROPOSED INVERTS,REMOVE AND RECOMPACT 24" DEPTH OF NATIVE SOIL, COMPACTED 95%
310315320325330
310315320325330
4+90 5+00 5+50 6+00 6+50 7+00 7+50 7+78
EL 316.90'
EL 315.70'

2.0%

4.6%

1.0%

2.6%
GB STA 5+13.11
EL 315.56
GB STA 5+62.91
EL 316.57 GB STA 7+40.04 EL 317.24
HIGH PT STA: 6+36.06HIGH PT ELEV: 319.39
PVI STA:6+26.50
PVI ELEV:319.51
K:5.31
LVC:30.00
BVCS: 6+11.50
BVCE: 318.82
EVCS: 6+41.50
EVCE: 319.36
HIGH PT STA: 6+61.47
HIGH PT ELEV: 319.15
PVI STA:6+71.47PVI ELEV:319.05
K:12.33
LVC:20.00
BVCS: 6+61.47
BVCE: 319.15
EVCS: 6+81.47
EVCE: 318.79

14.89'

7.20'

3.8'
(P) DOUBLERCB 7'W X 3'H
(P) AC

DRIVEWAY
(P) CONC DRIVEWAY

APROACH
(P) CONCSIDEWALK
(P) A/C PARKING LOT
(P) FILL, 95% RELATIVE
CAMPACTION, MAX 6" LIFTS
12" OF 1 1/2" CRUSHED ROCK COMPACTED TO 95%
2 SACKSLURRY FILL
24" PAST EDGE OF STRUCTURE TYP.24" OF EXCAVATED NATIVE SOIL RE-COMPACTED TO 95%

RELATIVE COMPACTION

ACCESSES ROAD

CENTERLINE PROFILE,SEE PLAN VIEW FORCROSS SLOPES
(P) CONC DRIVEWAY

APROACH
UE
x
x
x
x
SD
W

CENTER LINE

PROPOSED UNDERGROUND ELECTRICAL CONDUIT

EXISTING FENCEEXISTING STORM DRAINEXISTING SANITARY SEWERPROPOSED WATER LINEPROPERTY LINE / RIGHT OR WAY LINE SS

SS PROPOSED SANITARY SEWER
LEGEND

EXISTING DIRT/GRAVEL ROAD
> EXISTING FLOWLINE

EXISTING CONTOURPROPOSED CONTOUR

PROPOSED STORM DRAIN
(300)
300
(P) CONCRETE (P) A.C. PAVEMENT

SS EXISTING SEWER MANHOLE

EXISTING TREE TO BE REMOVED
PROPOSED 24" CIRCULAR DOMEGRATE CATCH BASIN

EXISTING TREE TO REMAIN

SD EXISTING STORM DRAIN CATCH BASIN

PROPOSED GRADING LIMITS
SD

PROPOSED STORM DRAIN CATCH BASIN

CO PROPOSED SEWER CLEAN OUTSD

CONSTRUCTION NOTES
1 PROTECT IN PLACE2 TO BE REMOVED3 EXISTING EDGE OF DIRT/GRAVEL ROAD4 EXISTING STORM DRAIN8 EXISTING CHAIN LINK FENCE 15 (P) ASPHALT CONCRETE PAVEMENT PER DTL 2, SHT C-10616 (P) 4" WHITE PARKING LOT STRIPING PER PLAN AND DTL 3, SHT C-10618 (P) 6" CONC CURB TYPE A1-6 PER SPPWC STD PLAN 120-2, SEE DTL 1, SHT C-10919 (P) CONC STAIRWAY PER SPPWC STD PLAN 640-4, SEE DTL 1 SHT C-109 20 (P) CONCRETE SIDEWALK - 6' WIDE PER DTL 1, SHT C-106 24 (P) 8' WIDE DG PEDESTRIAN PATH PER DTL 4, SHT C-10625 (P) CMU RETAINING WALL TYPE A PER DTL 1, SHT C-10726 (P) 3/4" WATER SERVICE PER CITY OF BUELLTON STD DTL 510, SEE DTL 2, SHT C-10927 (P) 4" SEWER CITY OF BUELLTON STD DTL 606, SEE DTL 2, SHT C-10928 (P) 3' WIDE X 6" DEEP CONCRETE V-DITCH PER DTL 8, SHT C-10629 (P) SEWER CLEANOUT PER CITY OF BUELLTON STD DTL 605, SEE DTL 2, SHEET C-11030 (P) 4" PVC SD, PIPE SLOPE AND CONFIGURATION TO BE DETERMINED IN THE FIELD32 (P) CHAIN LINK FENCE AND GATE PER SPPWC STD DTL 600-3, SEE DTL 1, SHT C-11033 (P) MANHOLE STEPS PER SPPWC STD DTL 635-3, SEE DTL 1, SHT C-110 MARK DATE DESCRIPTION BY PROJ:
www.tetratech.com
CHKD:DRWN:DESN:
2/27/2023 10:51:22 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-103_GRADING AND DRAINAGE.DWG - FERREIRA, OCTAVIO 1 A
2 3
4 5
6 7
B
CD
EF
Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech
SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24
PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992
0 SCALE:
10' 20' 40'
1" = 20'
N
C-103

WILLEMSEN PARKING LOT
GRADING AND DRAINAGE PLAN 1

OF/CMOF/CM
BE
4 SEE SHEET C-104

SECTION A
SCALE (H: 1"=20') & (V: 1"= 5')

SECTION B
SCALE (H: 1"=20') & (V: 1"= 5')

DETAIL SECTION C
SCALE (H: 1"=20') & (V: 1"= 5')

DETAIL SECTION D
SCALE (H: 1"=20') & (V: 1"= 5')
APN 099-670-005
APN 099-660-035
25 25

x
x
GB
GB
GB
GB
SD
SD
O
SS
SS
SD
SD
SD
W
W
W
xx
xx
xx
xx
xx
xx
xx
xx
xx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
SD
SD
SD
SD
(3:1)
D
C-103
C-103
C

5.0'
>
UE
SS
UE
W
W
CO
SD
SD
SD
SD
SD
SD
SD
100.00'
GS (313.14)
GS (312.89)
GS (312.91)
GS (312.74)
GS (312.16)

1.67%

0.50%

2.46%

5.00%
4:1
6:1
6:1

1.50%

3.16%

1.41%

0.99%
13:1
10:1

0.98%

2.22%

0.91%

1.97% 2.68%

1.28%

1.50%
5:1

0.12%

2.84%

2.75%

0.51%

1.31%

4.00%

4.51%

1.00%

1.00%
(3:1)
7:1 4.62%

4.43%

1.37%

3.97%

4.18%

1.07%

1.05%
3:1
3:1
3:1
3:1

0.86%
33:1
12:1
5:1

9.01%
FS 313.81
TC 317.79
FS 317.29
FS 317.02
FS 319.15
FS 318.75
FS 318.77
(FL 313.22)
FS 315.93
TC 315.96
FS 315.46
TW 318.50
GS 317.50
TC 317.10
FS 316.60
FS 316.16
FS 316.33
TW 318.50
GS 317.50
TC 317.31
FS 316.81
FS 316.59
FS 315.78
FS 315.85
TW 314.35GS 313.85
FS 314.22
FS 313.81FS 313.81
TC 313.85
FS 313.35
TC 317.90
FS 317.40
TC 318.14
FS 317.64TC 318.58
FS 318.08
TW 314.00
GS 313.50
FL 315.52
FL 316.15
GS 318.52
GS 320.21
GS 320.15
GS 317.57
FL 320.00
FS 312.74
GS 312.39
GS 311.98
GS 313.18
TC 319.37
FS 318.87
FL 313.40
FL 313.85
GS 311.56
TC 319.65
FS 319.15
FS 318.69
TC 317.53
FS 317.03
GS 312.18
GS 311.56
GS 311.73
FS 315.83
TC 318.03
FS 317.53
FS 317.64
FS/HP 317.68
FL 313.44
(FS 314.73)
(FS 315.47)
(FS 315.37)
FL 315.15

GRADING LIMITS

GRADINGLIMITS
EXIST. FLOWLINE
BEGIN
TYP.

MEADOW VIEW DRIVE
ROW
PL
PL
PL
PL
GB
15 26
16 17
27 4
9 18
9 18
14 23
13 3
24 2
15 2
2 2
2 2
1 1 12
9 1
9 1
1 37
1 (E) AC PARKING LOT
(E) CONCRIBBONGUTER
(E) OPEN FIELD
20 3
3 1 (E) CURB
(E) CURB 1
18 DOUBLE RCB SD 7'W X 3'H
31 15
5+00
6+00
7+00
7+77.53
319
320
321
319
(312)
(313)
(315)
(316)
315
(316)
(316)
316
(320)
(325)
(330)
(335)
(315)
(313)
(313)
(313)
(314)
(316)
315
316
317
318
319
315
314
316
317
318
319
320
319
318
319
319
319
316
317
SIZE 30" ROCK, EMBEDDED INTO GROUNDOVER BEDDING MADE OF 12" THICK 1 1/2"CRUSHED ROCK COMPACTED 95% 35 35
28 30" ROCK
32 22
30'
22 8 1
2 8
34 (315)
(315)
(313)
(313)
(314)
(314)
(316)
(316)
12 1
33 32

12.0'
35 LOCATION 1
LOCATION 2
LOCATION 4
LOCATION 3
35 GB
SEE BLOW UP"DETAIL A"
ABOVE
21 CONFORM

CONFORM

4.23'
GB
GB
GB

0.95%

1.02%

0.94%

1.00%
GB
TC 319.87
FS 319.37
37 37

0.62%

1.37%

0.97%

4.49%
TC 313.90
FS 313.40
FS 313.81
(3:1)
FS 319.35
3:1
4:1
3:1
2:1
38 TC 317.09
FS 316.99
29 1.50%
TC 317.57
FS 317.07
FS 316.96
TC 316.95
FS 316.45

0.31%

7.85%

8.51%
TC 316.74
FS 316.64

1.50%
FS 316.21
FS 313.66
FS 311.92
FS 316.21

4.66%

4.69%

1.50%
FS 317.07
FS 317.40
39 TYP.

TYP.

TYP.
1 TYP.
1 24
35 8.97%
GS (312.87)

1.44%
FS 311.58
GS 312.53
16:1
46:1
5:1
8:1
19:1
3:1 19:1
7:1
GS 312.12
6:1
5:1
3:1

0.85%

0.99%

7.00'

5.64%
13:1
FL 315.42

1.89%

10.0'
315
320
314
316
317
318
319
321
315
312
312
313
314
316

DRIVEWAY APRONDIMENSIONS
X=3' , Y=4' , W= 24'

DRIVEWAY APRON DIMENSIONS
X=3' , Y=4' , W= 24'
FS 319.07
TC 319.26
FS 318.76
FS 318.80
TC 315.88
FS 315.38
14 1.85%
37 37
37 37
FL 317.40

1.53%

2.06%

1.5%
GB

7.50%
FS 314.96
TC 315.06
FS 314.56
FS 315.27
FS 315.38
TC 315.31
FS 314.81
FS 315.41
TC 315.40
FS 314.90
FS 315.75
FS 315.35

4.00'

3.99%

4.49%

7.50%

1.82% 1.81% 1.89%

4.97%

1.56%
???

0.29%

0.30%
(1.67%)
(0.46%)
(0.32%)
FS 315.35
TC 315.35 FS 315.29
TC 315.29

6.04'

CONSTRUCTION NOTES
1 PROTECT IN PLACE2 TO BE REMOVED
3 EXISTING EDGE OF DIRT/GRAVEL ROAD
4 EXISTING STORM DRAIN
7 EXISTING CONCRETE VALLEY GUTTER8 EXISTING CHAIN LINK FENCE9 EXISTING SPLIT RAIL WOOD FENCE 12 EXISTING CONCRETE HEADWALL13 (P) CONC ADA RAMP CASE D TYPE 1, PER SPPWC STD PLAN 111-5, SEE DTL 1, SHT C-10914 (P) COMMERCIAL DRIVEWAY APRON TYPE A, PER SPPWC STD PLAN 110-2, SEE DTL 1, SHT C-10915 (P) ASPHALT CONCRETE PAVEMENT PER DTL 2, SHEET C-10616 (P) 4" WHITE PARKING LOT STRIPING PER PLAN AND DTL 3, SHT C-10617 (P) ADA PARKING STALL PER PLAN AND DTL 7, SHT C-10618 (P) 6" CONC CURB TYPE A1-6 PER SPPWC STD PLAN 120-2, SEE DTL 1, SHT C-10919 (P) CONC STAIRWAY PER SPPWC STD PLAN 640-4, SEE DTL 1 SHT C-109 20 (P) CONCRETE SIDEWALK -6' WIDE PER DTL 1, SHT C-106
21 (P) GRADED AND COMPACTED BASE FOR FUTURE PRE-FAB RESTROOM 6" THICK CLASS II BASE OVER 18" COMPACTED SOIL, 95% RELATIVE COMPACTION 22 (P) BOX CULVERT WING WALLS TYPE A PER CALTRAS DTL D84, SEE DTL 2, SHT C-10823 (P) DOUBLE RCB 7'W X 3'H CULVERT PER CAL TRANS DTL D81-D82, SEE DTL 1, SHT C-10824 (P) 8' WIDE DECOMPOSED GRANITE PEDESTRIAN PATH PER DTL 4, SHT C-10626 (P) 3/4" WATER SERVICE PER CITY OF BUELLTON STD DTL 510, SEE DTL 2, SHT C-10927 (P) 4" SEWER CITY OF BUELLTON STD DTL 606, SEE DTL 2, SHT C-10928 (P) 3' WIDE X 6" DEEP CONCRETE V-DITCH PER DTL 8, SHT C-10629 (P) SEWER CLEANOUT PER CITY OF BUELLTON STD DTL 605, SEE DTL 2, SHEET C-110 31 STORMWATER SELF RETAINING AREA
32 (P) CHAIN LINK FENCE AND GATE PER SPPWC STD DTL 600-3, SEE DTL 1, SHT C-11033 (P) MANHOLE STEPS PER SPPWC STD DTL 635-3, SEE DTL 1, SHT C-11034 (P) BIO SWALE PER DTL 4, SHT C-108 35 (P) RIP RAP APRON PER DTL 5, SHT C-108
37 (P) REDWOOD HEADER38 (P) RECONSTRUCT AC PAVEMENT PER SPPWC STD DTL 133-4 CASE II, SEE DTL 1, SHT C10939 (P) RETROFIT WALL PER DETAIL 2, SHEET C-10746 SECTION OF SPLIT RAIL WOOD FENCE TO BE REMOVED AND RETURNED IN KIND UE
x
x
x
x
SD
W

CENTER LINEPROPOSED UNDERGROUND ELECTRICAL CONDUITEXISTING FENCEEXISTING STORM DRAINEXISTING SANITARY SEWER

PROPOSED PVC WATER LINE

PROPERTY LINE / RIGHT OF WAY LINE

SSSS PROPOSED SANITARY SEWER
SS
LEGEND

EXISTING DIRT/GRAVEL ROAD
> EXISTING FLOWLINE

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING SEWER MANHOLE

PROPOSED STORM DRAIN CATCH BASIN

EXISTING TREE TO BE REMOVED
PROPOSED 24" CIRCULAR DOME

GRATE CATCH BASIN
(300)
300

EXISTING TREE TO REMAIN

SD EXISTING STORM DRAIN CATCH BASIN

PROPOSED GRADING LIMITS
SD

PROPOSED STORM DRAIN CATCH BASIN

CO PROPOSED SEWER CLEAN OUTSD
(P) CONCRETE
(P) A.C.

PAVEMENT
(P) DECOMPOSED

GRANITEBIO SWALE

SEED MIX

RIP RAP
3'X4' TRUNCATED

DOMES PAD
MARK DATE DESCRIPTION BY PROJ:
www.tetratech.com
CHKD:DRWN:DESN:
2/27/2023 10:54:03 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-104_GRADING AND DRAINAGE.DWG - FERREIRA, OCTAVIO 1 A
2 3
4 5
6 7
B
CD
EF
Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech
SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24
PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992
0 SCALE:
10' 20' 40'
1" = 20'
N
C-104

WILLEMSEN PARKING LOT
GRADING AND DRAINAGE PLAN 2

OF/CMOF/CM
BE
5 SEE SHEET C-103

DETAIL A
24 20
13 x
x
x
x
x
x
x

>
>
>
>
>
GB
GB
GB
GB
>
>
GB
GB
>
x
GB
GB
GB
GB
GB
SD
SD
SD
O
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
W
W
W
W
W
W
xx
xx
xx
xx
xx
xx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
xx
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

EXIST BARN
SS
SS
SS
SS
UE
UE
UE
UE
UE
UE
W
W
W
W
CO
CO
SS
CO
SD
CO
SD
SD
SD
SD
SD
315
315
315 315
320
325
330
335
340
345
315
315
315
315
320
325
330
335
315
315
315
315
315
315
320
325
330
335
340
345
350
345

EXIST BLDG
(FL 314.22)
FL 312.66
INV 313.40
TW 323.00
INV 314.02
(RIM 321.29)(INV 309.71)
RIM 317.48INV 311.71
RIM 313.13INV 312.71
RIM 320.17
INV 309.71
RIM 320.03
INV 3010.71

EXIST BLDG

MEADOWS VIEW DRIVE

VALLEY DAIRY ROAD

ABANDON EXIST SD OUTSIDE

PROPOSED IMPROVEMENT LIMITS
3 9
21 22
23 26

CONNECT TO
EXIST 10" PVC SS
PROPOSED 4" PVC SD,S=0.012 MIN.S=0.33 MAX.
18 (P) 12" SD HDPEL=99.3'
S=0.010
(E) 60" RCP
(P) 8" SD HDPEL= 112'S=0.005
S=0.0055
POC, CONNECT WITH 45° ANGLEPVC FITTING, CONTRACTOR TO

VERIFY FITTINGS NEEDED TO
CONSTRUCT (P) 4" SD
1 4" SSS=0.010, L=335'
4" SS
S=0.010, L=5'
27 3/4" WATER, 4" SEWER, 4" CONDUIT STUBOUTS FOR CONNECTION OF FUTURE

PREFABRICATED RESTROOMS
TAP EXISTING 3/4" SERVICE LINE, INSTALLCOMPRESSION TEE, INSTALL 3/4" SERVICE METER

AND VALVE CITY OF BUELLTON STANDARD
DETAIL 510

CONNECT TO EXISTPG&E SERVICEPANEL
1 EXIST 3/4" WL
EXIST
WATER
METER

EXIST HOUSEELEC PANEL
31 35
34 35
35 35

WING WALL FOOTING
40 29
ELEC LINES SHALL BE SEPARATEDBY MIN 24" FROM WATER LINE 4" UNDERGROUND ELECTRICAL

CONDUIT TO BE INSTALLED BY

DIRECTIONAL DRILLING FROMHERE TO SERVICE PANEL
43 27
41 42
39 41
41 41
3/4" CTS PE TUBING

22.5 ° ANGLE 45 ° ANGLE

22.5 ° ANGLE

11.25° ANGLE
339.33
x
x
x
x
INV 313.26
RIM=317.40'
INV=314.26'
RIM=315.15'INV=313.94'
(RIM 341.19)(INV 328.69)
UE
x
x
x
x
SD
W

CENTER LINE

PROPOSED UNDERGROUND ELECTRICAL CONDUIT

EXISTING FENCEEXISTING STORM DRAIN

EXISTING SANITARY SEWER

PROPOSED WATER LINE

PROPERTY LINE / RIGHT OR WAY LINE
SS

SS PROPOSED SEWER PIPE
SS
LEGEND

EXISTING DIRT/GRAVEL ROAD
> EXISTING FLOWLINE

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING SEWER MANHOLE

PROPOSED STORM DRAIN PIPE
EXISTING TREE TO BE REMOVEDPROPOSED 24" CIRCULAR STORM DRAIN CATCH BASIN (300)
300

EXISTING TREE TO REMAIN

SD EXISTING STORM DRAIN CATCH BASIN

SDCO PROPOSED SEWER CLEAN OUT
1 PROTECT IN PLACE2 TO BE REMOVED3 EXISTING EDGE OF DIRT/GRAVEL ROAD4 EXISTING STORM DRAIN8 EXISTING CHAIN LINK FENCE 12 EXISTING CONCRETE HEADWALL
22 (P) BOX CULVERT WING WALLS TYPE A PER CALTRAS DTL D84, SEE DTL 2, SHT C-10823 (P) DOUBLE RCB 7'W X 3'H CULVERT PER CAL TRANS DTL D81-D82, SEE DTL 1, SHT C-10826 (P) 3/4" WATER SERVICE PER CITY OF BUELLTON STD DTL 510, SEE DTL 2, SHT C-10927 (P) 4" SEWER CITY OF BUELLTON STD DTL 606, SEE DTL 2, SHT C-10929 (P) SEWER CLEANOUT PER CITY OF BUELLTON STD DTL 605, SEE DTL 2, SHEET C-110 31 STORMWATER SELF RETAINING AREA
34 (P) BIO SWALE PER DTL 4, SHT C-10835 (P) RIP RAP APRON PER DTL 5, SHT C-10839 (P) RETROFIT WALL PER DETAIL 2, SHEET C-10740 (P) METER BOX PER CITY OF BUELLTON STD DETAIL 512 41 (P) PIPE IN TRENCH PER CITY OF BUELLTON STD DTL 105, SEE DTL 2, SHEET C-110 42 (P) 24" CIRCULAR STORM DRAIN CATCH BASIN43 (P) PIPE IN TRENCH PER CITY OF BUELLTON STD DTL 607, SEE DTL 2, SHEET C-110

CONSTRUCTION NOTES

PROPOSED STORM DRAIN CATCH BASIN SD
(P) CONCRETE
(P) A.C.

PAVEMENT
(P) DECOMPOSEDGRANITEBIO SWALE

SEED MIX

RIP RAP
3'X4' TRUNCATED

DOMES PAD
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SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24
PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992
0 SCALE:
15' 30' 60'
1" = 30'
N
C-105

WILLEMSEN PARKING LOT

UTILITY PLAN

OF/CMOF/CM
BE
6

NOTES:

1. FOR NEW PAVING, USE THE FOLLOWING SEALER APPLICATION: 2 COATS 'GUARDTOP' PAVEMENT SEALER OR EQUAL, APPLIED AFTER 24 HOURS OF THE INSTALLATION OF ASPHALT CONCRETE.

2. ALL BACKFILL AND SCARIFIED SUBGRADE SHALL BE MOISTURE-CONDITIONED BETWEEN 0 AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT & COMPACTED TO AT LEAST 90% MAX. DRY DENSITY. THE UPPER 12" SHALL BE COMPACTED TO AT LEAST 95% MAX. DRY DENSITY. OVEREXCAVATED SOILS TO BE USED AS FILL SHALL COMPLY WITH THE PROJECT GEOTECH REPORT. SEE THE PROJECT GEOTECH REPORT FOR ADDITIONAL REQUIREMENTS. 6"
7"
F.G.

NEW A.C. PAVING. THICKNESS PER SECTION BELOW AFTER ROLLING AND COMPACTION, ASPHALT CONCRETE SHALL BE TYPE C2-PG 64-10-50.

INSTALL IN THREE SEPARATE 2" LIFTS, INSTALL TACK COAT BETWEEN

EACH LIFT
NEW 7" THICK
C.M.B. COURSE

COMPACTED TO
95% RELATIVE

COMPACTION
8" SCARIFIED &

COMPACTED SUBGRADE
(SEE NOTE 2)
18" OVEREXCAVATION
& RECOMPACTION
(SEE NOTE 2)
3'-0" 4'-5"
2'-8 1/2"
4" TYP.
4'-5"
NOTES:

1. ALL STRIPES TO BE 4" WIDE. ROYAL BLUE BACKGROUND.

2. PROVIDE 2 COATS OF PAINT. DRY BETWEEN COATS.

3. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON DETAIL.

4. ACCESSIBLE SYMBOL TO COMPLY WITH CURRENT REQUIREMENTS OF TITLE 24, OF CBC AND APWA STD PLAN 171-0
BLUE
WHITE
VAN

ACCESSIBLE
12"
18"
6'-8"
2'
18 GAGE STEEL SIGN

WITH BLUE

BACKGROUND

WHITE SYMBOL,
LETTERS & BORDER.
70 SQ. INCH MIN.
5/16" DIA. GALVANIZED

BOLTS W/ NUTS &
WASHERS, TYP.
1" CROWN
12"
DIA.
2" X 2" X 3.068 #/L.F.

GALV. STEEL POST
W/ 7/16" HOLES 1"

ON CENTER

CONCRETE FOOTING
3"
2 1/2" x 2 1/2" OD,
7 GA

CORNER BOLT
2"

MINIMUM FINE
$250.00

TOWING SIGN
NOTE:

1. LETTERING SHALL HAVE A
MINIMUM HEIGHT OF 1 INCH.

2. CONTRACTOR TO VERIFY TOW

YARD INFORMATION WITH CITY
PROJECT MANAGER.

UNAUTHORIZED

VEHICLES PARKED IN

DESIGNATED

ACCESSIBLE SPACES

NOT DISPLAYING

DISTINGUISHING

PLACARDS OR SPECIAL

LICENSE PLATES ISSUED

FOR PERSONS WITH

DISABILITIES WILL BE

TOWED AWAY AT
OWNER'S EXPENSE.

TOWED VEHICLES MAY
BE CLAIMED AT _________________ OR BY TELEPHONING ________________ 22" MIN. 17" MIN.
18 GAGE STEEL SIGN WITH BLUE BACKGROUND, WHITE
LETTERS, & WHITE BORDER. LOCATION TO BE DETERMINED

BY CITY STAFF DURING CONSTRUCTION

SEE LEFT FOR

POST INSTALLATION
FINISH
GRADE

18.5'
1' 1'
VAN

ACCESSIBLE
NOTES:

1. "V" INDICATES 'VAN-ACCESSIBLE' PARKING SPACE (PER CBC CH 11B AND APWA STD PLAN 180-0)

2. ALL DIMENSIONS ARE PER THIS DETAIL UNLESS OTHERWISE SPECIFIED ON SITE PLAN.

3. BLUE STRIPING SHALL BE USED FOR ACCESSIBLE PARKING STALL STRIPING AND NO PARKING ZONES PART OF ACCESSIBLE PARKING STALLS.

NO

PARKING
NO

PARKING
5' 5'
12' SEE SITE
PLAN
NO PARKING ZONE:
4" BLUE DIAGONAL LINES AT 45° SPACED 3'-0" ON CENTER, PROVIDE 12" HIGHWHITE PAINTED LETTERS

ACCESSIBLE
PARKING SYMBOLPER DETAIL 5 THIS
SHEET (TYP.)

VAN ACCESSIBLE SIGN
ACCESSIBLE SIGN (TYP.)
9' 9'
3'
"VAN" OR
"VAN ACCESSIBLE"
12" HIGH WHITE

LETTERS CENTERED

VARIES,

PLAN VIEW

SEE PLAN
VIEW
4"
4" WHITE STRIPING

OR EDGE OF
PAVEMENT NOTES:

1. 4" WHITE STRIPING USED THROUGHOUT,

EXCEPT AT ACCESSIBLE SPACES
WHERE 4" BLUE STRIPING IS USED

2. STRIPING SHALL BE 4" (100mm) WIDE

WHITE NON-REFLECTORIZED PAINT,
EXCEPT AS SHOWN. PAVEMENT

MARKINGS SHALL ALSO BENON-REFLECTORIZED PAINT

3. SEE PLAN VIEW FOR ANGLE PARKING

AND DIMENSIONS

ORIGINAL GRADE
1'
3'
6"
3"

CUT GRADE

SECTION VIEW

PLAN VIEW

FLOW LINE

EDGE OF SWALE

ENERGY DISSIPATER
DETAIL 5, SHEET C-108
1'
3'
#3 BARS 15" O.C.
15"
1' BENCH
SLOPED AT 2%
3"
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SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992 C-106

WILLEMSEN PARKING LOT
DETAIL SHEET 1

OF/CMOF/CM
BE
7 TYPICAL PATH SECTION
CROSS-SLOPE 2.0% MAX.

NOTES:

1. ALL D.G. PATHS SHALL NOT EXCEED A CROSS SLOPE GREATER THAN 2.0%. SEE

GRADING PLAN

2. DECOMPOSED GRANITE MATERIAL SHALL BE PRE-MIXED WITH STABILIZER (AMOUNT/RATIO PER MANUFACTURER'S RECOMMENDATION) BY SUPPLIER PRIOR

TO PLACEMENT TO ENSURE THOROUGH AND EVEN DISTRIBUTION THROUGHOUT MIXTURE.
(P) AC
8'
3" THICK COMPACTED DECOMPOSED GRANITE TO 95%
RELATIVE COMPACTION INSTALLED WITH "ORGANIC LOCK'

STABILIZER OR APPROVED EQUAL
1 CONCRETE PAVEMENTNTS
8" COMPACTED
NATIVE SOIL TO 95%RELATIVE

COMPACTION
NOTES:

1. EXPANSION JOINTS, WEAKENED PLANE JOINTS AND SCORING LINES AND TYPICAL SPACING PER CITY OF BUELLTON STANDARD DETAIL A, SEE DTL 9 THIS SHEET.

2. ADJACENT CURB AND SIDEWALK SHALL BE MONOLITHIC
3"
5"

5.5" THICK NATURAL

GRAY CONCRETE

WITH MEDIUM
BROOM FINISH, TYP.

TOOLED SCORE LINE
WITH 1/4" RADIUS,
TYP. SEE NOTE 1.
1/2" RADIUS
TYP.
#4 BARS AT ALL
EDGES, CONT. TYP.
4" AGGREGATE BASE,
COMPACTION 95%
#4 BARS AT 24" O.C.

BOTH WAYS. PLACEBARS ON CHAIRS.
3"

CONC EDGE SHALL
MEET A/C OR EXIST.

CONC FLUSH, &
1" BELOW FINISHED

SURFACE ALONG
TURF TYP.
2 AC PAVEMENT
NTS
3 NTS
4 DECOMPOSED GRANITE PATH
NTS
5 ACCESSIBLE PARKING SYMBOLNTS
6 ACCESSIBLE PARKING SIGN
NTS
7 ACCESSIBLE PARKING STALLS AND NO PARKING ZONES
NTS

PARKING STALLS
9 DETAIL A
NTS

CONCRETE V-DITCH SWALE

ENGINEER APPROVED FILL SOIL SOIL COMPACTED TO
95% RELATIVE COMPACTION. OR 2-SACK SLURRY
(P) REDWOOD HEADER
(P) CURB SLOPE PER
PLAN
8NTS

PAVEMENT ARROW MARKING DETAIL
NTS10

EXIST. SD STRUCTURE WALL EXIST. SD STRUCTURE WING WALL EXIST. CHAIN LINK FENCE TO BE REMOVED TOP OF WALL SHALL BE LEVEL AT ELEV = 323.0' EXISTING SURFACE PROFILE 3A9'-11"± 11'-9 1/2"± DETAIL 3D 7'-0" 7'-0" 6" NOTE: CONTRACTOR TO PERFORM BEARING TESTING TO CONFIRM SITE BEARING PRESSURES ARE ADEQUATE TO MEET THE SOIL PRESSURES PER CALTRANS DETAIL D81. PROPOSED SURFACE PROFILE 1'-6" MIN. EXIST. SD STRUCTURE WALL #4 BAR DOWEL 6" INTO EXISTING WALL W/ SIMPSON SET-XP 12" O.C. HORIZONTAL MAX 12" O.C. VERTICAL MAX TYP CHAIN LINK FENCE ABOVE WALL DEMO LIMITS AND POC TO EXIST. CHAIN LINK FENCE GATE AND STEEL STEPS TO BE CONSTRUCTED NOTE: SEE DETAIL D84 ON SHEET C-108 FOR EXISTING WING WALL DETAILS. FIELD VERIFY WALL AND FOOTING DIMENSIONS. NOTIFY ENGINEER IF THERE IS A DISCREPANCY FROM DETAIL D84 OR CONFLICT WITH THE PROPOSED WALL AND BOX CULVERT. 3- 6" THICK WALL SECTION SEE DETAIL 3C FOR REINFORCEMENT TYP 12" THICK WALL SECTION SEE DETAIL 3C FOR REINFORCEMENT TYP EXISTING FOOTING TYP 2'-10"± 6'-0"± 18'-0" WALL ABOVE BOX CULVERT SEE DETAIL 3C 1'-3"± APPLY MASTIC WATERPROOFING TYP BUTTRESS WALL 15'-7" 3'-0" 6'-1 1/2" 1'-0" 3'-0"
5'-0"
3'-0"
#4 @ 12" HORIZ. TIE INTO WALL #4 @ 12" TIE INTO TOP SLAB #4 (2 TOTAL) 6" #4 @ 12" O.C.
#4 @ 12" O.C.
#4 @ 9"
O.C., E.F.
7 1/2"
2" CLR.
2" CLR., TYP. #5 @ 12" O.C. T&B TYP PREPARE SUBGRADE PER GEOTECHNICALREPORT 3B- SECTION 3ABOTTOM SLAB REINFORCEMENT PER CALTRANS DETAIL D81 #3 STIRRUPS @ 12" O.C. TYP NOTE: TOP SLAB REINFORCEMENT SHOWN ON THIS DETAIL APPLIES ONLY TO THE SECTION OF DOUBLE BOX STRUCTURE WITH WALL ABOVE. REMAINING SECTIONS OF BOX CULVERT STRUCTURE SHALL BE CONSTRUCTED PER CALTRANS DETAIL D81. #4 #4#42" CLR., TYP. 2" CLR.,
TYP.
2" CLR., TYP. #4 @ 12" O.C., TYP.
#4 @ 9" O.C.
8" SECTION 3B6"
1'-0" #4 HORIZONTALS 12" O.C. MAX TYP #4 VERTICALS 12" O.C. MAX TYP #4 VERTICALS 12" O.C. MAX EA FACE TYP #4 HORIZONTALS 12" O.C. MAX EA FACE TYP #4 DOWEL @ 12" O.C. MAX 6" EMBED WITH SIMPSON SET-XP TYP 4" 9"EXISTING WING WALL THICKENED WALL SECTION DETAIL 3C NOTE: ALL NEW REINFORCEMENT SHALL HAVE A MINIMUM 2" COVER TYP ROUGHEN FACE OF EXISTING WALL AND APPLY CONCRETE BONDING AGENT PROPOSED WALL #4 DOWEL @ 12" O.C. MAX 6" EMBED WITH SIMPSON SET-XP TYP #4 VERTICAL DOWEL @ 12" O.C. MAX 6" EMBED WITH SIMPSON SET-XP TYP EXISTING WING WALL FOOTING 1'-5"
(FIELD
VERIFY) 2'-10" (FIELD VERIFY)
2'-0" DETAIL 3D MARK DATE DESCRIPTION BY PROJ: www.tetratech.com CHKD: DRWN: DESN:
2/27/2023 10:10:42 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-107 DETAILS - WORKING_JA.DWG - FERREIRA, OCTAVIO 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch, otherwise drawing not to scale Copyright: Tetra Tech SHEET OF 11 CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24 PROJECT No. XXX-XXX-XXX XXX-XXXX-XXXX UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 290 Valley Station Dr, Suite 102 Buellton, CA 93427 TEL 805.542.9052 1992 C-107 WILLEMSEN PARKING LOT DETAIL SHEET OF OFBE 8 1 MASONRY RETAINING WALL DETAIL NTS 3 STORM DRAIN STRUCTURE RETROFIT DETAIL NTS 2 PLAN VIEW NTS

MARK DATE DESCRIPTION BY PROJ: www.tetratech.com CHKD: DRWN: DESN:
2/27/2023 10:56:31 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-108 DETAILS.DWG - FERREIRA, OCTAVIO 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch, otherwise drawing not to scale Copyright: Tetra Tech SHEET OF 11 CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24 PROJECT No. XXX-XXX-XXX XXX-XXXX-XXXX UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 290 Valley Station Dr, Suite 102 Buellton, CA 93427 TEL 805.542.9052 1992 C-108 WILLEMSEN PARKING LOT DETAIL SHEET 3 OF/CM OF/CMBE 9 1NTS CALTRANS D81 D82 DOUBLE RCB OR APPROVED EQUAL 2 CALTRANS D84 STANDARD BOX WINGWALL NTS 4 BIOFILTRATION SWALE WITH OUTLET NTS SECTION A STEEL FLARED END, SEE PLANS FOR OTHER END TYPE MINIMUM OF 1/2 THE ROCK HEIGHT IS TO BE EXPOSED ABOVE GRADE L ROCK SLOPE PROTECTION FILTER FABRIC, NON-WOVEN GEOTEXTILE PLAN VIEW D DRAINAGE PIPE / CONC V-DITCH/CULVERT FLOW LINE A__ L H" 5 ENERGY DISSIPATER NTS NOTES: 1. SEE GRADING PLANS FOR SWALE SLOPE AND INVERT ELEVATIONS. SLOPE 6' WIDE BASE 2' BIOFILTRATION SOD BIOTREATMENT SOIL TOP OF BANK 3:1 MAX 2:1 MAX 1' MIN 6' BOTTOM WIDTH SWALE LENGTH PER PLANA__ PLAN VIEW SECTION A ASPHALT ROAD 12" 12"1 3 NOTES: 1. EXCAVATION FOR PLACEMENT OF RIPRAP WILL NOT BE MEASURED FOR PAYMENT. 2. FURNISH GEOTEXTILE CONFORMING TO SPECIFICATIONS 3. DIMENSIONS PER TABLE 4. SEE SHEET C-104 FOR PLAN VIEW OF DISCHARGE LOCATIONS. LOCATION ID D(IN) L(FT) H(FT) Caltrans RSP Class Minimum D50 (in) End Type Location 1 12 7.0 1.65 I 6 Steel Flared End Location 2 12 4.0 1.65 I 6 Steel Flared End Location 3 12 7.0 1.65 I 6 V-DITCH Location 4 12 4.0 1.65 I 6 Steel Flared End Location 5 * * 3.5 VI 21 CULVERT OUTLET STRUCTUREOUTLET STRUCTURE 24" DIA. DRAIN BASIN NO GRATE, CAST IN PLACE OR APPROVED EQUAL 6" DRAINAGE PIPE 2.5" ORIFICE PER CONTRACTOR SWALE BOTTOM 8" HDPE OUTLET PIPE 16" X 4" ORIFICE/NOTCH PER CONTRACTOR 4" 4.5" 2.5" 14.5" 24" STEEL FLARED END * SEE PLANS FOR DOUBLE RCB DIMENSIONS AND OUTLET RIP RAP APRON RIP RAP TYPICAL DIMENSIONS, PROPOSED LOCATIONS PER SHEET C-104, RIP RAP DIMENSIONS SHALL BE PER TABLE BELOW STORMWATER DISCHARGE POINT ON TO RIP RAP. 6" 1.5" GRAVEL FILLING 6" SUMP BELOW BASIN GEOTEXTILE FILTER FABRIC WRAPPING GRAVEL IN SUMP TOP OF SLOPE TOP OF BANK

MARK DATE DESCRIPTION BY PROJ: www.tetratech.com CHKD: DRWN: DESN:
2/27/2023 10:57:04 AM - O:\PROJECTS\SAN LUIS OBISPO\155059\200-155059-20003\CAD\SHEETFILES\WILLEMSEN-HORSE STABLES\C-109 DETAILS.DWG - FERREIRA, OCTAVIO 1 A 2 3 4 5 6 7 BCDEF Bar Measures 1 inch, otherwise drawing not to scale Copyright: Tetra Tech SHEET OF 11 CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24 PROJECT No. XXX-XXX-XXX XXX-XXXX-XXXX UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIAL TOLL FREE AT LEAST TWO DAYS 811 290 Valley Station Dr, Suite 102 Buellton, CA 93427 TEL 805.542.9052 1992 C-109 WILLEMSEN PARKING LOT DETAIL SHEET 4 OF/CM OF/CMBE 10 1 SPPWC STANDARD DETAILS NTS 2 CITY OF BUELLTON STANDARD DETAILS NTS NOTE: CONSTRUCT RETAINING CURB ON BOTH SIDES OF ADA CURB RAMP PER ELEVATIONS SHOWN ON PLAN NOTE: CONSTRUCT EXPANSION JOINTS 1/2" WIDTH SHALL BE PLACED AT THE BACK OF SIDEWALK AND AT ENDS OF THE DRIVEWAY NOTE: CONSTRUCT EXPANSION JOINTS 1/2" WIDTH SHALL BE PLACED AT EACH BC, EC, SIDES OF DRIVEWAYS, STRUCTURES AND LOCATIONS DIRECTED BY THE CITY, AND NO MORE THAN 20' INTERVALS. NOTE: PAINT 2" THICK YELLOW STRIPE THE FULL LENGTH OF RISER ON EACH RISER, NO MORE THAN 1" FROM NOSE OF RISER, PAINT SHALL NOT DIMINISH CONC. BROOM FINISH. 3. ONE HAND RAIL ON EACH SIDE. SLOPE PER PLAN DETAIL INCLUDED FOR PIPE SIZE, MATERIAL, WATER METER, AND WATER METER BOX, REFER TO SHEET C-105 FOR WATER LINE CONNECTION POINT CONFIGURATION

MARK DATE DESCRIPTION BY PROJ:
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CD
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Bar Measures 1 inch, otherwise drawing not to scale
Copyright: Tetra Tech
SHEET OF 11

CITY OF BUELLTON PLANS PREPARED UNDER THE SUPERVISON OF BRIDGET ELLIOTT RCE 84723 EXP 03/31/24PROJECT No. XXX-XXX-XXX

XXX-XXXX-XXXX

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

BEFORE YOU DIG

DIAL TOLL FREE

AT LEAST TWO DAYS
811
290 Valley Station Dr, Suite 102
Buellton, CA 93427
TEL 805.542.9052
1992 C-110

WILLEMSEN PARKING LOT
DETAIL SHEET 5

OF/CMOF/CM
BE
11 1 SPPWC STANDARD DETAILS NTS 2 CITY OF BUELLTON STANDARD DETAILS NTS