Bolton Hill Sports Complex Phase II - Playground Equipment Supply and Installation

REQUEST FOR PROPOSAL
City of Veneta
Bolton Hill Sports Complex Phase II
Playground Equipment Supply and Installation
(OPRD Grant LG25-027)
Veneta, Oregon

REQUEST FOR PROPOSALS
Pursuant to City Public Contracting Rule (City Rule) 137-048-0220, City of Veneta (City)
is conducting a formal selection process for the design and construction of the Bolton
Hill Sports Complex Phase II Playground Equipment Supply and Installation. The City
seeks proposals for a partial turnkey playground system to be installed within the
constructed oval play area at Bolton Hill Sports Complex Phase II, with the intent of
receiving creative and site responsive designs that maximize vertical play value, visual
presence, and overall engagement within the available oval space.
The full Request for Proposals may be obtained from The City of Veneta website, and
questions posed to:
Kevin Urban
Community Development Director
City of Veneta
88184 8th Street
PO Box 458
Veneta, OR 97487
(541) 935-2191
kurban@venetaoregon.gov
Proposals will be received by the City until 2:00 p.m. on Thursday, July 2 , 2026.
Responses received after this time will be rejected as non-responsive. Proposers shall
submit proposals in a sealed opaque envelope, plainly marked "Confidential: City of
Veneta Bolton Hill Sports Complex Phase II Playground Equipment Supply and
Installation" to Kevin Urban, Community Development Director at the above address.
Faxed, emailed, or electronically submitted proposals will be rejected as non-responsive.

CITY OF VENETA
REQUEST FOR PROPOSALS
Bolton Hill Sports Complex Phase II
Playground Equipment Supply and Installation
(OPRD Grant LG25-027)
I. NOTICE TO PROPOSERS
The City of Veneta is soliciting sealed proposals for the supply and installation of a tower
style playground structure and associated fall protection at Bolton Hill Sports Complex
Phase II, 24974 Bolton Hill Road, Veneta, Oregon.
This project is partially funded by the Oregon Parks and Recreation Department Local
Government Grant Program LG25-027 and is subject to all applicable public works and
grant requirements.
This is a public works project subject to ORS 279C and Oregon prevailing wage laws.
II. PROJECT DESCRIPTION
The City seeks proposals for a partial turnkey playground system to be installed within
the constructed oval play area at Bolton Hill Sports Complex Phase II, with the intent of
receiving creative and site responsive designs that maximize vertical play value, visual
presence, and overall engagement within the available oval space.
Primary Structure Intent
The City desires one primary, vertically oriented composite structure serving as the
dominant feature within the oval. Proposals should emphasize height, vertical circulation,
and elevated play experiences. The City is not prescribing a minimum number of slides,
climbers, or play events. Proposers are encouraged to present configurations that best
utilize the space and budget while achieving high overall play value.
Proposals shall:
* Provide a tower style or vertically oriented configuration
* Demonstrate strong vertical play value
* Include an enclosed elevated component if feasible
* Maximize deck height within surfacing and safety constraints
* Consider educational and learning play elements
* Use low maintenance items where possible
* Use inclusive and family-oriented features
* Provide good parental visibility
* Consider sports (baseball / soccer) themed play elements and finishes
* Be fully ADA compliant

* Comply with applicable ASTM and CPSC playground safety standards
* Include certified critical fall height documentation
Site Fit and Layout
All equipment, surfacing, and required use zones must remain fully within the
constructed oval play boundary shown on Sheet L100. Required use zones shall not
extend beyond the thickened concrete edge, seat wall, or ramp interface. Proposals shall
include scaled layout drawings overlaying the proposed equipment and use zones onto
the Sheet L100 background to demonstrate compliance with site constraints.
Additional Elements
The City prefers a cohesive primary structure rather than multiple small independent
structures distributed throughout the oval. Standalone elements such as swings, spinners,
or small independent structures are not the primary objective of this solicitation but may
be proposed if integrated thoughtfully into the overall design. Such elements will be
considered as part of the overall evaluation of play value, site fit, and budget efficiency.
Proposals that rely primarily on scattered small components in lieu of a strong central
structure may receive lower evaluation scores.
Age Range
The playground shall be designed for children ages two through twelve unless otherwise
proposed. Any alternative age segmentation must be clearly explained and justified.
III. SCOPE OF WORK
The Contractor shall provide:
* Playground equipment
* Engineered foundation systems
* Turnkey installation on equipment (Fall protection provided by owner)
* Prevailing wage compliance
* Certified payroll
* Public works bond
* Shop drawings
* Fall height certification
* Final inspection coordination
* The project must remain consistent with the approved OPRD grant scope and
budget categories.
IV. SITE CONSTRAINTS
All proposals must:

* Fit within defined play area boundary shown on L100
* Avoid conflicts with accessible ramp and thickened concrete edge
* Avoid interference with irrigation infrastructure
* Maintain ADA slope requirements
* Avoid encroachment on seat wall and mow edge
V. APPLES TO APPLES PRICING REQUIREMENTS
Proposers must use the mandatory pricing form provided.
Pricing shall be:
* FOB Jobsite
* Freight listed as a separate line item, even if zero
* All manufacturer promotions and discounts included in base bid
* No post award promotional adjustments permitted
* Turnkey pricing inclusive of excavation and foundations
* Failure to use City pricing form will result in rejection.
VI. PRICING FORM (MANDATORY FORMAT)
Item
A. Play Structure Materials
B. Freight and Delivery
C. Installation Labor
D. Foundation Excavation and Concrete (For Equipment Only)
E. Prevailing Wage Compliance Cost
F. Base Bid Total
VII. PREVAILING WAGE REQUIREMENTS
This project is subject to ORS 279C.800 to 279C.870.
Contractor must:
* Pay Oregon prevailing wage rates
* File BOLI forms prior to construction
* Provide certified payroll
* Furnish public works bond
* Comply with all public works statutes
* Failure to comply shall constitute material breach.
VIII. OPRD GRANT REQUIREMENTS
Contractor acknowledges:
* Project is funded in part by OPRD LG25-027

* Inadvertent Discovery Plan applies
* Fabrication and installation must meet OPRD grant completion requirements.
IX. CITY & DLA REVIEW REQUIREMENTS
City, with DLA Inc., Landscape Architect of Record, shall:
* Review proposals for technical compliance
* Confirm site fit
* Review shop drawings
* Attend layout stake meeting
* Conduct final walkthrough
* Final layout approval required prior to installation.
X. EVALUATION CRITERIA (Paper review only. No interviews anticipated.)
Category
Price - 40 percent
Technical compliance and site fit - 25 percent
Inclusivity and play value - 25 percent
Warranty - 5 percent
Oregon public works experience - 5 percent
XI. PROJECT SCHEDULE
RFP Issued: June 10, 2026
Proposals Due: July 2, 2026
Notice of Intent to Award: July 8, 2026
Contract Execution: July 15, 2026
XII. INSURANCE
Contractor shall provide:
* Commercial General Liability
* Automobile Liability

* Workers Compensation
* Additional insured endorsement naming City of Veneta
XIII. REJECTION RIGHTS
The City reserves the right to:
* Reject any or all proposals
* Waive minor informalities
* Seek clarifications
* Negotiate within the competitive range
* Cancel the RFP if in the public interest
XIV. INADVERTENT DISCOVERY
Contractor shall comply with the Inadvertent Discovery Plan incorporated under the
OPRD grant agreement.
XV. COLOR AND AESTHETICS
Vendor standard color palette will be used as chosen by City.
XVI. ATTACHMENTS
Exhibit A shall include the 75 Percent Construction Document Set including Sheet L100.
Exhibit B shall include the OPRD Grant Agreement LG25-027.
Exhibit C shall include the Inadvertent Discovery Plan.
Exhibit D shall include the City Public Improvement Contract Form.

BOLTON HILL SPORTS COMPLEX PHASE II
City of Veneta, Bid Documents 75 REVIEW - 02102026
PROJECT TEAM INDEX GENERAL NOTES
PRIME CONSULTANT 1. ALL WORK SHALL BE IN CONFORMANCE WITH LOCAL AND STATE JURISDICTIONAL CODES AND APPLICABLE LOCAL ORDINANCES.
OWNER:
GENERAL: LANSCAPE ARCHITECTURAL:
City of Veneta & LANDSCAPE ARCHITECT: 2. NOTHING IN THESE PLANS, NOR THE ABSENCE OF INFORMATION SHALL BE CONSTRUED TO PERMIT WORK NOT IN COMPLIANCE WITH CODE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR
Kyle Schauer DLA Inc. G001 COVER SHEET AND DRAWING INDEX L100 SITE PLAN ALL WORK TO MEET FULL CODE COMPLIANCE, WHETHER INDICATED HEREIN OR NOT.
Public Works Director Eric Parsons L200 LANDSCAPE PLAN 3. THESE DOCUMENTS ARE NOT, AND DO NOT PURPORT TO BE PERFECT. IT IS THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY -PRIOR TO THE START OF CONSTRUCTION- TO BRING TO THE
City of Veneta Associate | Landscape Architect CIVIL ENGINEERING: L300 IRRIGATION PLAN ATTENTION OF THE LANDSCAPE ARCHITECT PERCEIVED OR ACTUAL DISCREPANCIES, CONFLICTS, OMISSIONS, ERRORS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, AND TO REQUEST
88184 8th Street, P.O. Box 458 474 Willamette St. 305, Eugene, OR 97401 L400 LANDSCAPE, IRRIGATION AND SITE DETAILS ADDITIONAL INFORMATION, CLARIFICATION OR CORRECTION OF SUCH ITEMS AND WHERE DETAILS ANNOTATE CONDITIONS, SIMILAR CONDITIONS WHERE OCCURRING IN PROJECT SHALL BE IMPLIED
AS BEING THAT SAME CONSTRUCTION EVEN IF NOT ANNOTATED ON DETAIL AS TYPICAL.
Veneta, Oregon 97487 541-683-5803 | 541-925-5839 C1.0 CIVIL NOTES
541-935-2191 Davidd@DLAdesign.com C1.1 EXISTING CONDITIONS 4. THE DRAWINGS ILLUSTRATE LOCATIONS, ARRANGEMENTS, DIMENSIONS AND DETAILS TO DETERMINE THE GENERAL CHARACTER OF THE WORK.
kschauer@ci.veneta.or.us C2.0 HORIZONTAL CONTROL PLAN
5. DRAWINGS SHALL NOT BE SCALED, UNLESS AUTHORIZED BY THE LANDSCAPE ARCHITECT. REQUEST CLARIFICATION FOR ANY MISSING DIMENSIONS FROM THE LANDSCAPE ARCHITECT.
C3.0 STORM DRAINAGE PLAN
C4.0 CIVIL DETAILS 6. DRAWINGS OF A GREATER SCALE TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE.
CIVIL AND STRUCTURAL ENGINEER: C4.1 CIVIL DETAILS
7. DIMENSIONS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO
KPFF CONSULTING ENGINEERS, EUGENE
COMMENCING THE WORK.
Anna Backus PE
Project Manager 8. THE DRAWINGS DO NOT PURPORT TO INCLUDE COMPLETE DETAILS OF ALL PHASES, AND FACETS OF CONSTRUCTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME NATURE AS
OTHER, SIMILAR CONDITIONS. PARTS NOT DETAILED SHALL BE SUBJECT TO THE LANDSCAPE ARCHITECT'S APPROVAL.
800 Willamette Street, Suite 400
Eugene OR 97401 9. THE LANDSCAPE ARCHITECT SHALL BE CONSULTED FOR ALL MATTERS REGARDING AESTHETICS, INCLUDING BUT NOT LIMITED TO, FINISHES, COLORS, TEXTURES, PROPORTIONS, OR ALIGNMENTS.
541-684-4902
10.DETAILS OF CONDITIONS SHOWN WILL APPLY TO SIMILAR CONDITIONS AS TYPICAL WHERE OCCUR.
anna.backus@kpff.com
11. A CITY-APPROVED SET OF THE CONSTRUCTION DOCUMENTS MUST BE ON THE JOB SITE AT ALL TIMES, AS WELL AS A SET OF THE MOST RECENT ISSUE OF THE CONSTRUCTION DOCUMENTS AND
SUPPLEMENTAL INFORMATION (SI'S).
12. THE CITY IS RESPONSIBLE TO OBTAIN THE 1200C PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE ELECTRICAL PERMIT AND ADHERENCE TO JURISDICTIONAL CODES FOR
CONSTRUCTION.
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PROJECT OUTLINE
SITE KEY PLAN
SCALE: 116" = 1' - 0"
NORTH
Date:
Drawn By: EP
Checked By: DJD
75 CD REVIEW SET
Revisions
NORTH
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47942
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
Client
Submission:
DLA INC. COPYRIGHT 2026
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CITY OF VENETA
Kyle Schauer,
Public Works Director
88184 8th Street
Veneta, OR 97487
541- 935-2191
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Date:
Drawn By:
Checked By:
Revisions
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47942
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
Client
Submission:
DLA INC. COPYRIGHT 2026
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CITY OF VENETA
Kyle Schauer,
Public Works Director
88184 8th Street
Veneta, OR 97487
541- 935-2191
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GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES
1. SURVEY PROVIDED BBYR ANCH ENGINEERIN, GDATED1 2/19/2024. ELEVATIONS ARE BASED ON RTK OBSERVATION EARTHWORKS 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED
USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88). TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE
1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS WRITTEN APPROVAL FROOMW NER PRIOR TO INSTALLATION.
2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL DETERMINED BY ASTM D-1557. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.
SURVEYOR, REGISTERED IN THE STATEO ORFE GON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND 2. STORM AND SANITARY SEWER PIPING SHALPL VBCE PIPE, DUCTILE IRON PIPE, OR HIGH DENSITY POLYETHYLENE
ELEVATIONS, AS SHOWN, ON THE PLANS. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT (HDPE) PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS.
SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT.
3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER:
BEGINNING CONSTRUCTION LAYOSUETE. SHEET C2.0 FOR PROJECT CONTROL INFORMATION. 3. WITH THE APPROVAL OF THE ENGINEER, PROOF-ROLL TESTING OF SUBGRADE AND/OR AGGREGATE BASE MAY BE - UNDERGROUND PIPES SHALL DBUEC TILE IRON PIPE OR PVC P ICPOENFORMING TO THE PROJECT SPECIFICATIONS.
SUBSTITUTED FOR OTHER COMPACTION TESTING. - ABOVE GRADE PIPES IN RPBA ENCLOSURE OR WITHIN VAULTS SHALL BE DUCTILE IRON PIPE CONFORMING TO THE
4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE PROJECT SPECIFICATIONS.
BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE
Y
SYSTEM. 4. PRIVATE WATER MAINS 3-INCH DIAMETER AND SMALLER: R
5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE - UNDERGROUND PIPES SHALL CBOE PPER TUBING OR PVCCO NFORMING TO THE PROJECT SPECIFICATIONS. A N
LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. - ABOVE GRADE PIPES IN RPBA ENCLOSURE OR WITHIN VAULTS SHALL BE COPPER TUBING CONFORMING TO THE N R O
PROJECT SPECIFICATIONS M IO T I
6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES I F C
AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. DEMOLITION 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STR3E,N50G0 TPHS IOF E L T U
R O R
AT 28 DAYS. PROJECT SITE PN T
7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND S
N
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.
O
ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY
C
2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS
A LICENSED SURVEYOR.
ABBREVIATIONS
SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.
8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR
ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS AC ASPHALT CONCRETE PCR POINT OF CURB RETURN
BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. DIRECTED BY THE OWNER. AD AREA DRAIN PED PEDESTRIAN
APPROX. APPROXIMATE PRC POINT OF REVERSE CURVATURE
9. CONTRACTOR TO REFERENCE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION AND INFILTRATION TESTING 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE BLDG BUILDING PT POINT OF TANGENT
REPORT BYC ETERRA NORTHWEST LLC (FORMALLY EARTH ENGINEDEARTSE)D A PRIL 29, 202 5FOR THE SITE SOILS CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. CB CATCH BASIN PUE PUBLIC UTILITY EASEMENT
CONDITIONS. CL CENTERLINE PVC POLYVINYL CHLORIDE
5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. CO CLEANOUT PVMT PAVEMENT
10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE CONC. CONCRETE PVT PRIVATE
APPLICABLE REQUIREMENTS OF T2H0E24 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2023 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. COTG CLEANOUT TO GRADE R RIM
OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF VENETA. DIA., DIAMETER RD ROOF DRAIN
DIP DUCTILE IRON PIPE ROW RIGHT-OF-WAY
11. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, E EASTING S SLOPE (FT/FT)
ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING EXIST./EX. EXISTING SD STORM DRAIN
MAP FROMG: OOGLE MAP S(C)
UTILITIES
AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO FF FINISH FLOOR ELEVATION SDMH STORM DRAIN MANHOLE VICINITY MAP
COMMENCING CONSTRUCTION. FG FINISH GRADE SHT SHEET
1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO
FINISHED GRADE. GB GRADE BREAK ST STREET SCALE: NTS
12. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION H HEIGHT STA STATION
CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES HP HIGH POINT STD STANDARD
2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO
OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION ID INSIDE DIAMETER S/W SIDEWALK CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS.
CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH IE INVERT ELEVATION TC TOP OF CURB
UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 INV INVERT TG TOP OF GROUND
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO
BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. LP LIGHT POLE TP TOP OF PAVEMENT
GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.
MH MANHOLE TS TOP OF STAIR
13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE MIN MINIMUM TW TOP OF WALL
4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD
NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND N NORTHING TYP TYPICAL MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.
MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING OD OUTSIDE DIAMETER UG UNDERGROUND
ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF OF OUTFALL UGE UNDERGROUND ELECTRIC
5. ALL WORK TO CONFORM TO T2H0E2 3 OREGON PLUMBING SPECIALTY CODE.
CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. OVH/OH OVERHEAD UNO UNLESS NOTED OTHERWISE
P/L PROPERTY LINE W WATER
14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. PC POINT OF CURVATURE W/ WITH
REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. PCC POINT OF COMPOUND CURVATURE
STORM AND SANITARY
15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL
ADHERE TO DEQ AND 1200-C PERMIT FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM2 0T2O4 TOHREE GON STANDARD
THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES".
PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND
ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE
16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF FOR THE STORM AND SANITARY SEWER PIPE USING A LASER.
CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.
3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE
17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL IN THE PLANS.
PROVIDE A TRAFFIC CONTROL PLANC TITOY OF VENET AFOR REVIEW AND APPROVAL PRIOR TO COMMENCING
CONSTRUCTION. 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' BRANCH TYPE.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER.
19. NOTIFYC ITY OF VENET AINSPECTOR7 2 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE
WATER
OWNER, THE OWNER'S ENGINEER, CONTRACTOR ANDC ITTHYE O F VENET AREPRESENTATIVE SHALL BE REQUIRED.
1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE.
2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL.
CIVIL SHEET INDEX
3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT
REGULATIONS, CHAPTER 333.
PAVING
1. USE BROOM FINISHING, STANDARD GRAY ON CONCRETE PAVING. SEE ARCHITECTURAL PLANS FOR SCORING PATTERNS.
SEPARATION STATEMENT
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS
SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL
PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN
PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND
12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL
SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.
Call before you dig.
or 800
-332-2344
C1.0
SETON
LIVIC
Sheet NumberSheet Title
C1.0 CIVIL NOTES
C1.1 EXISTING CONDITIONS
C2.0 HORIZONTAL CONTROL & PAVING PLAN
C3.0 STORM DRAINAGE PLAN
C4.0 CIVIL DETAILS
C4.1 CIVIL DETAILS

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copyright (C) 2025 Branch Engineering, Inc.
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DISCLAIMER:
THIS SHEET REPRESENTS EXISTING SITE
CONDITIONS BASED ON A LAND SURVEY
PROVIDED BY KPFF OR BY OTHERS (NOT
COMPLETED UNDER KPFF DIRECT
SUPERVISION).
ALL INFORMATION SHOWN HEREON MAY OR
MAY NOT EXPLICITLY REFLECT THE ACTUAL
SURVEY DELIVERED FOR THE PURPOSE OF
THIS PROJECT SITE. THIS INFORMATION WAS
RELIED UPON FOR CIVIL DESIGN PURPOSES.
SURVEY COMPLETED BY:
BRANCH ENGINEERING [12/19/2024]
JAN. 6, 2025
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DAN
24-359
EXISTING
CONDITIONS
Date:
1 Drawn By:
Checked By:
Revisions
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47942
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
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Submission:
DLA INC. COPYRIGHT 2026
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CITY OF VENETA
Kyle Schauer,
Public Works Director
88184 8th Street
Veneta, OR 97487
541- 935-2191
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