Document Woodburn_doc_a4b8c5aebc

File number(s): Project name: Date of decision: Date of mailing: Applicant: Landowner: Site location: Summary: Final Decision Planning Commission DR 22-24 & EXCP 22-13 Fleet Sales West Shop Building April 13, 2023 April.JS, 2023 Fleet Sales West Walsh Enterprises & Holdings LLC 2175 N. Pacific Hwy (Tax Lot 051W08A001800) The Planning Commission held a public hearing on April 13, 2023 and unanimously approved the Design Review (DR) and Variance (VAR) application package with the conditions recommended by staff through the staff report published April 6. No testimony was received by proponents or opponents. The subject property is 2175 N. Pacific Hwy, a 5.57-acre property in the Commercial General (CG) zoning district that is developed with an industrial manufacturing building and occupied by Fleet Sales West. The company manufactures and sells fleet vehicles (tow trucks, auto loader wreckers, flatbed carriers) to other businesses. The Planning Commission approved a 7,200 square foot shop building on the property to increase the company's manufacturing output capacity. The Commission also approved the applicant's Variance request to modify the required upgrades to nonconforming site aspects that are associated with the expansion of the existing development. ---PAGE BREAK--- Page 2 of 8 Aerial view of the subject property Proposed site plan ---PAGE BREAK--- Page 3 of 8 Conditions of Approval Section references are to the Woodburn Development Ordinance (WDO). 1. Substantial Conformance: The applicant or successor shall develop the property in substantial conformance with the final plans submitted and approved with this application, except as modified by these conditions of approval. Were the applicant to revise plans other than to meet conditions of approval or meet building code, even if Planning Division staff does not notice and signs off on building permit issuance, Division staff retains the right to obtain restoration of improvements as shown on an earlier land use review plan set in service of substantial conformance. 2. N. Pacific Highway improvements: Half-street right-of-way (ROW) improvements to N. Pacific Highway along the frontage of the subject property shall conform to Figure 3.01B. Complete the following items prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 3.01.02E and 4.02.08. a. ROW: Dedicate ROW to achieve 50 feet of width from centerline. b. Sidewalk: Construct a 6-foot wide sidewalk along the frontage, with a 1-foot buffer between the widened ROW boundary. The sidewalk may meander around existing power poles and shall transition back into the existing sidewalk to the north and south in a manner acceptable to the Public Works Director. c. Landscape strip: Construct a 6-foot wide landscape planter strip between sidewalk and curb (width measurement includes 6-inch curb). To meet 3.01.04B and 3.06.03A, the landscape strip shall be planted with at least 8 large size street trees and lawn grass or other species of groundcover. Large size trees are defined in Table 3.06B as having a height of 60-120 feet at maturity. Prohibited street tree species are outlined in Table 3.06C. 3. National Way improvements: Half-street right-of-way (ROW) improvements to National Way along the frontage of the subject property shall conform to Figure 3.01F. Complete the following items prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 3.01.02E and 4.02.08. a. ROW: Dedicate ROW to ensure the improvements in subsections b. and c. are within ROW boundaries. b. Sidewalk: Construct a 6-foot wide sidewalk along the frontage, with a 1-foot buffer between the widened ROW boundary. The sidewalk may meander around existing power poles and shall transition back into the existing sidewalk to the north and south in a manner acceptable to the Public Works Director. c. Landscape strip: Construct a 6-foot wide landscape planter strip between sidewalk and existing curb (width measurement includes 6-inch curb). To meet 3.01.04B and 3.06.03A, the landscape strip shall be planted with at least 3 small size street trees and lawn grass or other species of groundcover. Small size trees ---PAGE BREAK--- Page 4 of 8 are defined in Table 3.06B as having a height of 18-40 feet at maturity. Prohibited street tree species are outlined in Table 3.06C. 4. Easements: Grant the following easements. A draft copy of each easement shall be provided to the City for review prior to recordation with Marion County. Proof of recordation shall be submitted prior to building permit issuance. a. N. Pacific Hwy streetside PUE: A 10-foot wide public utility easement (PUE) along the widened ROW of N. Pacific Hwy, pursuant to Figure 3.01B and 3.02.01B. b. National Way streetside PUE: A 5-foot wide minimum PUE along the widened ROW of National Way, pursuant to Figure 3.01F and 3.02.01B. Maximum width of this easement is 8 feet per 3.02.01F2a. c. Public sanitary sewer easement: A 16-foot wide PUE centered along the public sanitary sewer line running through the site parallel to N. Pacific Hwy, pursuant to 3.02.01A & C. Alternatively, the N. Pacific Hwy streetside PUE could be widened to accommodate this easement. 5. Street lighting: Pursuant to 3.02.03A, adjacent street lighting for N. Pacific Hwy and National Way shall comply with City of Woodburn and Portland General Electric (PGE) standards and specifications. The applicant shall either provide documentation to the attention of the Public Works Department indicating that existing illumination complies with the standards or install new lighting to conform. This is due prior to building permit issuance, unless a performance guarantee is approved by the City pursuant to 4.02.08. 6. Power line burial: To meet 3.02.04B, the applicant shall either bury the existing power lines along the N. Pacific Hwy frontage of the property or pay a fee-in-lieu of $142,000 to the City. This condition is due prior to building permit issuance. 7. Underground utilities: Pursuant to 3.02.04, all utility services to and within the development shall be underground. 8. Shared access: To meet 3.04.03C & D2: a. Grant a shared access easement at least 20 feet wide benefiting Tax Lots 051W08A001700, 5400, & 5600 that allows access to N. Pacific Hwy. Pursuant to 3.04.01A2, a draft copy of the easement shall be provided to the City for review prior to recordation with Marion County. Proof of recordation shall be submitted prior to building permit issuance. b. Construct paved drive aisle improvements up to the property boundaries within this easement. 9. Parking: a. Accessible parking: Pursuant to 3.05.03B, site plans shall provide accessible parking stalls to meet ORS 447.233. ---PAGE BREAK--- Page 5 of 8 b. Carpool/vanpool stalls: Pursuant to Table 3.05C, illustrate and note on plans at least two carpool/vanpool parking stalls that meet the standards in 3.05.03H. c. Electric vehicle stalls: Pursuant to Table 3.05E, illustrate and note on plans at least two electric vehicle parking stalls that meet the standards in 3.05.03I. Charging stations shall provide Level 2 charging per 3.05.03I2. Provide striping and signage for each electric vehicle stall to meet 3.05.03I3 & 4. d. Bicycle parking: To meet 3.05.06C6, revise plans to cover/shelter at least half of the required bicycle parking stalls. e. Parking striping: To meet 3.05.02K and Figure 3.05C, all parking spaces shall be delineated by double parallel lines. 10. Sign Permit: To demonstrate conformance with 3.10 and 5.01.10, submit application for and obtain approval of a Sign Permit for any new signage. 11. Fence Permit: To demonstrate conformance with 2.06.02 and 5.01.03, submit application for and obtain approval of a Fence Permit for any new fencing. 12. Landscaping: Pursuant to 3.05.02D4, 3.05.02E1, Table 3.06A, and 3.06.05B, revise plans to illustrate landscaping within the setback abutting a street for both N. Pacific Hwy and National Way. Per Table 2.03C, this setback is noted to be a minimum of 5 feet. Landscape planting shall be a density of at least 1 Plant Unit per 15 square feet of setback area (excluding driveway area). As part of the revisions to meet this condition, the proposed landscaping screening parking stalls from N. Pacific Hwy may shift to be along the property line. 13. Variance vesting: The subject Variance approval is vested only for the scope of development work approved through this Design Review. Any future development or redevelopment of the property would be required to meet the applicable requirements at that time. ---PAGE BREAK--- Page 6 of 8 Notes to the Applicant The following are not planning / land use / zoning conditions of approval, but are notes for the applicant to be aware of and follow: 1. Permits: Permits are applied for using the Oregon ePermitting online permit system. The City Building Division administers building and mechanical permits; Marion County Public Works administers plumbing and electrical permits. 2. Demolition Permits: Demolition of any existing structures may require Demolition Permit approval through the Building Division. 3. Records: Staff recommends that the applicant retain a copy of the subject approval. 4. Fences, fencing, & free-standing walls: The approval excludes any new fences, fencing, & free-standing walls, which are subject to WDO 2.06 and the permit process of 5.01.03. 5. Signage: The approval excludes any signage, which is subject to WDO 3.10 and the permit process of 5.01.10. 6. Other Agencies: The applicant, not the City, is responsible for obtaining permits from any county, state and/or federal agencies, which may require approval or permit, and must obtain all applicable City and County permits for work prior to the start of work and that the work meets the satisfaction of the permit-issuing jurisdiction. The Oregon Department of Transportation (ODOT) might require highway access, storm drainage, and other right-of-way (ROW) permits. All work within the public ROW or easements within City jurisdiction must conform to plans approved by the Public Works Department and must comply with a Public Works Right-of-Way permit issued by said department. Marion County plumbing permits must be issued for all waterline, sanitary sewer, and storm sewer work installed beyond the Public Right-of-Way, on private property. 7. Inspection: The applicant shall construct, install, or plant all improvements, including landscaping, prior to City staff verification. Contact Planning Division staff at least three City business days prior to a desired date of planning and zoning inspection of site improvements. This is required and separate from and in addition to the usual building code and fire and life safety inspections. Note that Planning staff are not primarily inspectors, do not have the nearly immediate availability of building inspectors, and are not bound by any building inspector’s schedule or general contractor convenience. 8. Stormwater management: The storm sewer system and any required on-site detention for the development must comply with the City Storm Water Management Plan, Oregon Department of Transportation (ODOT), Public Works storm water practices and the Storm Drainage Master Plan. The applicant shall provide a final hydraulic analysis for the ---PAGE BREAK--- Page 7 of 8 development and collection system, including the capacity of the proposed storm sewer system. All required on-site detention area for the runoff from this site will need to be provided in accordance with the hydraulic analysis. The detention system is to be maintained by the applicant in perpetuity. 9. Public Works Review: Staff performs final review of the civil plans during the building permit stage. Public infrastructure must be constructed in accordance with plans approved by the City, ODOT, as well as current Public Works construction specifications, Standard Drawings, Standard Details, and General Conditions. 10. ODOT review: Applicant is required to obtain a permit from ODOT for all work within ODOT jurisdiction. Applicant to provide a copy of the ODOT permit approval prior to building permit issuance. 11. Franchises: The applicant provides for the installation of all franchised utilities and any required easements. 12. Water: All water mains and appurtenances must comply with Public Works, Building Division, and Woodburn Fire District requirements. Existing water services lines that are not going to be use with this new development must be abandoned at the main line. The City performs required abandonment of existing water facilities at the water main with payment by the property owner. All taps to existing water mains must be done by a “Hot Tap” method and by approved City of Woodburn Contractors. The applicant shall install the proper type of backflow preventer for all domestic, lawn irrigation and fire sprinkler services. The backflow devices and meters shall be located near the city water main within an easement, unless approved otherwise by Public Works. Contact Byron Brooks, City of Woodburn Water Superintendent, for proper type and installation requirements of the backflow device at (503) 982-5380. 13. Grease Interceptor/Trap: If applicable, a grease trap would need to be installed on the sanitary service, either as a central unit or in the communal kitchen/food preparation area. Contact Marion County Plumbing Department for permit and installation requirements, (503) 588-5147. 14. Fire: Fire protection requirements must comply with the Woodburn Fire District standards and requirements. Place fire hydrants within the public ROW or public utility easement and construct them in accordance with Public Works Department requirements, specifications, standards, and permit requirements. Fire protection access, fire hydrant locations and fire protection issues must comply with current fire codes and Woodburn Fire District standards. See City of Woodburn Standard Detail No. 5070-2 Fire Vault. The fire vault must be placed within the public right-of-way or public utility easement. 15. SDCs: The developer pays System Development Charges prior to building permit issuance. ---PAGE BREAK--- Expiration Per Woodburn Development Ordinance (WDO) 4.02.04B., a final decision expires within three years of the date of the final decision unless: 1. A building permit to exercise the right granted by the decision has been issued; 2. The activity approved in the decision has commenced; or 3. A time extension, pursuant to Section 4.02.05, has been approved. Appeals Per WDO 4.01.llE, the decision is final unless appealed pursuant to Oregon Revised Statutes (ORS), state administrative rules, and WDO 4.02.01. The appeal to City Council due date is twelve (12) days from the mailing date of this final decision notice per 4.02.01B1. A valid appeal must meet the requirements of 4.02.01. A copy of the decision is available for inspection at no cost, and the City would provide a copy at reasonable cost at the Community Development Department, City Hall, 270 Montgomery Street, Woodburn, OR 97071. For questions or additional information, contact the Planning Division at (503) 982-5246 or [EMAIL REDACTED]. Planner cY.3te Affirmed, air, Planning Commission attachments: 1. Site Plans (Planning Commission Staff Report Attachment 107) Page 8 of 8 ---PAGE BREAK--- RG A0.1 COVER SHEET - PROJECT INFORMATION, CODE COMPLIANCE SCALE: 1 AERIAL VIEW - SITE PLAN NTS ARCHITECT A C + CO ARCHITECTS 1100 LIBERTY STREET SE, SUITE 200 SALEM, OR 97302 BLAKE BURAL [EMAIL REDACTED] [PHONE REDACTED] PLANNING CASCADIA PLANNING & DEVELOPMENT SERVICES BOX 1920 SILVERTON, OR 97381 STEVE KAY, AICP [EMAIL REDACTED] [PHONE REDACTED] BUILDING OWNER & GENERAL CONTRACTOR: WALSH ENTERPRISES & HOLDINGS, INC 2175 N PACIFIC HWY WOODBURN, OR 97071 JAMES WALSH, OWNER MERLE WOOD, MANAGER [EMAIL REDACTED] [PHONE REDACTED] DESIGN TEAM PRE-ENGINEERED METAL BLDG MFGR PACIFIC BUILDING SYSTEMS 2100 N PACIFIC HWY WOODBURN, OR 97071 www.pbsbuildings.com [PHONE REDACTED] ARCHITECTURAL A0.1 PROJECT INFO, CODE COMPLIANCE A0.2 SURVEY AD1.1 SITE PLAN - DEMO A1.1 SITE PLAN - NEW CONSTRUCTION A2.1 BUILDING PLANS & ELEVATIONS A4.1 ENLARGED PLAN & ELEVATIONS - RESTROOM CIVIL X X X X X STRUCTURAL (SLAB & FOUNDATIONS) F-1 FOUNDATION PLAN F-2 FOUNDATION DETAILS STRUCTURAL (PRE-ENGINEERED METAL BUILDING) CS1 COVER SHEET F1 ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS F3 ANCHOR BOLT REACTIONS E1 ROOF FRAMING E2 ROOF SHEATHING E3 ROOF INSULATION E4 SIDEWALL FRAMING E5 SIDEWALL FRAMING E6 ENDWALL FRAMING E7 ENDWALL FRAMING E8 WALL INSULATION E9 RIGID FRAME ELEVATION E10 RIGID FRAME ELEVATION D1 DETAIL DRAWINGS D2 DETAIL DRAWINGS D3 DETAIL DRAWINGS D4 DETAIL DRAWINGS D5 DETAIL DRAWINGS DRAWINGS FLEET SALES WEST - SHOP BUILDING 2175 N PACIFIC HWY WOODBURN, OREGON 97071 ARCHITECTURAL PLANS STRUCTURAL ENGINEER (SLAB & FOUNDATION) MOUNTAIN VIEW ENGINEERING INC 345 NORTH MAIN STREET, SUITE A BRIGHAM CITY, UT 84302 BRAD WALLACE, SE [PHONE REDACTED] TOILET FACILITIES: SEPARATE FACILITIES NOT REQUIRED IN SECT 2902.2 EX 4 BUSINESS OCCUPANCIES OF 50 OR FEWER GENERAL INFORMATION PROJECT: FLEET SALESINC. - SHOP BUILDING 2175 N. PACIFIC HWY, WOODBURN, OR 97071 CONSTRUCT PRE-ENGINEERED METAL BUILDING FOR REPAIR OF TOW-TRUCKS PROJECT NO.: 2022.0062 CODES: 2019 OREGON STRUCTURAL SPECIALTY CODE BASED ON 2018 IBC 2019 OREGON FIRE CODE 2019 OREGON ENERGY CODE USE & OCCUPANCY - CHAPTER 3 TOW-TRUCK REPAIR S-1 OCC (MODERATE-HAZARD STORAGE) SECT 311.2 (MOTOR-VEHICLE REPAIR GARAGES) GENERAL BUILDING HEIGHTS & AREAS - CHAPTER 5 CONSTRUCTION TYPE: II-B - NON-SPRINKLERED BUILDING HEIGHT: 20 FT < 55 FT ALLOWED (COMPLIES) TABLE 504.3 1 STORY = 1 STORY ALLOWED (COMPLIES) TABLE 504.4 BUILDING AREA / FLOOR: 7,200 SQ FT <17,500 SQ FT BASE ALLOWED TABLE 506.2 (COMPLIES) MEANS OF EGRESS - CHAPTER 10 CONSTRUCTION TYPES - CHAPTER 6 EXISTING BUILDING CONSTRUCTION TYPE: II-B - NON-SPRINKLERED BUILDING ELEMENTS: FIRE RESISTANCE RATING REQUIRED, HOURS TABLE 601 PRIMARY STRUCTURAL FRAME: 0 EXTERIOR BEARING WALLS: 0 INTERIOR BEARING WALLS: 0 EXTERIOR NONBEARING WALLS: 0 INTERIOR NONBEARING WALLS: 0 FLOOR & ROOF CONSTRUCTION: 0 EXTERIOR WALL FIRE RATING REQUIRED BASED ON SEPARATION DISTANCE TABLE 602 SEPARATION DISTANCE, TYPE II-B CONSTRUCTION, S-1 OCCUPANCY: 10 FT < X < 30 FT: 0-HR ALLOWED X > 30 FT: 0-HR ALLOWED NEW BLDG - P/L WEST: 10 FT TO P/L THEREFORE, 0-HR RATING REQUIRED (COMPLIES) NEW BLDG -EXIST. BLDG EAST: 40'-0" SEPARATION THEREFORE, 0-HR RATING REQUIRED (COMPLIES) NEW BLDG - NORTH & SOUTH: SEPARATION > 30 FT THEREFORE, 0-HR RATING REQUIRED (COMPLIES) PLUMBING - CHAPTER 29 OCCUPANT LOAD: TABLE 1004.5 SHOP (PER FABRICATION AND MANUFACTURING AREAS): 200 SF / OCCUPANT 7,200 SF @ 200 SF / OCC = 36 OCCUPANTS NUMBER OF EXITS: SECT 1006.2.1 COMMON PATH OF TRAVEL, OL> 30: 75 FT MAX ALLOWED 120+ FT PROVIDED, THEREFORE, EXITS REQUIRED EXITS PROVIDED (COMPLIES) EXIT SEPARATION DISTANCE SEPARATION REQD > 12 MAX DIAG. DIMENSION SECT 1007.1.1 OF AREA SERVED DIAGONAL DIMENSION = 132'-0" EXIT SEPARATION = 120 FT > 12 x 132'-0" (COMPLIES) EXIT SIGNS: REQUIRED SECT 1013.1 EXIT DISTANCE: TABLE 1017.2 200 FT MAX ALLOWED, S-1 OCC, UNSPRINKLERED 100'-0" PROVIDED < 200 FT (COMPLIES) EXTERIOR WALLS - OPENINGS: MAX. AREA OF WALL OPGS BASED ON FIRE SEP. DISTANCE & OPENING PROTECTION TABLE 705.8 DOORS & WINDOWS - UNPROTECTED OPENINGS, NON-SPRINKLERED: EAST WALL - EXISTING BLDG AT EAST = 40 FT SEPARATION; 20 FT FIRE SEPARATION, OPENINGS 45% OF WALL AREA WALL AREA = 20' x 120' = 2,400 SQ FT OPENINGS = 4 x 14' x 14' = 784 SQ FT = 32.7 % < 45% (COMPLIES) FIRE & SMOKE PROTECTION - CHAPTER 7 FIRE PROTECTION FEATURES - CHAPTER 9 FIRE EXTINGUISHERS: LOCATED AT EACH EXIT + AT BLDG EAST WALL ENERGY CODE - BUILDING ENVELOPE - CHAPTER 5 CODE COMPLIANCE 1 ELECTRICAL DESIGN-BUILD DRAWINGS & SPECS 2 MECHANICAL DESIGN-BUILD DRAWINGS & SPECS NOTE: REFER TO FOR ADDITIONAL CODE COMPLIANCE INFORMATION 1 A2.1 GENERAL NOTES SEPARATE PERMITS FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 LANDSCAPE ARCHITECT LAURUS DESIGNS, LLC 1012 PINE STREET SILVERTON, OR 97381 LAURA ANTONSON, RLA [EMAIL REDACTED] [PHONE REDACTED] TRUE NORTH PROJECT NORTH CIVIL ENGINEERS WESTECH ENGINEERING, INC. 3841 FAIRVIEW INDUSTRIAL DRIVE, SE SALEM, OR 97302 JOSH WELLS, PE [EMAIL REDACTED] [PHONE REDACTED] NEW SHOP BUILDING CLIMATE ZONE, ASHRAE STANDARD 169: 4C TABLE B-1 BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4C: TABLE 5.5-4 METAL BUILDING, SEMI-HEATED SPACE ROOF R-19 WALLS (ABOVE GRADE): R-13 SLAB-ON-GRADE FLOOR, UNHEATED: NOT REQUIRED OPAQUE DOORS, SWINGING: U-0.370 (R = 2.70) OPAQUE DOORS, NON-SWINGING: U-0.360 (R = 2.78) SKYLIGHT (TO 3% OF ROOF, MAX) NOT REQUIRED 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. SURVEYOR UDELL ENGINEERING AND LAND SURVEYING, LLC 61 EAST ASH ST. LEBANON, OR 97355 KYLE W. LATIMER, PLS [PHONE REDACTED] ATTACHMENT 107 ---PAGE BREAK--- FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 RG A0.2 SURVEY THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASSIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THIS SURVEY HAS BEEN INCLUDED FOR CONTRACTOR REFERENCE INFORMATION ONLY. ---PAGE BREAK--- FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 RG AD1.1 SITE PLAN - DEMOLITION SCALE: 1 SITE PLAN - DEMOLITION 1" = 30' TRUE NORTH PROJECT NORTH EXISTING BUILDING AREA OF NEW SHOP BUILDING 1 6 A D 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. GENERAL NOTES 22'-0" 27'-5" 133'-0" 115'-4" 1'-8" 14'-5" R55'-1" 60'-0" N PACIFIC HWY 99E NATIONAL WAY ℄ ℄ SYMBOL LEGEND: EXISTING PROPERTY LINE, REFER TO SURVEY DRAWING EXISTING SANITARY SEWER LINE TO REMAIN, REFER TO CIVIL DRAWINGS SS EXISTING WATER LINE TO REMAIN, REFER TO CIVIL DRAWINGS W EXISTING UTILITY EASEMENT CATCH BASIN: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DRAWINGS REMOVE ASPHALT PAVING FROM THIS AREA CB EXISTING STORM DRAIN LINE TO REMAIN, REFER TO CIVIL DRAWINGS EXISTING ELECTRICAL LINE TO REMAIN, REFER TO ELECTRICAL DESIGN-BUILD DRAWINGS EXISTING GAS LINE TO REMAIN, REFER TO CIVIL DRAWINGS SD G SSMH SANITARY SEWER MANHOLE: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DWGS SDMH EXISTING STORM DRAIN MANHOLE TO REMAIN; REFER TO CIVIL DRAWINGS EXISTING ASPHALT PAVING REMOVE GRAVEL FROM THIS AREA UGP REMOVE CONCRETE FROM THIS AREA EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFIR TREE TO REMAIN EXISTING SHRUB TO REMAIN REFERENCE NOTES EXISTING PROPERTY LINE 1 NEW PROPERTY LINE BASED ON RIGHT-OF-WAY DEDICATION 2 NEW UTILITY EASEMENT 3 EXISTING CONCRETE CURB TO REMAIN; PROTECT AT ALL TIMES 4 EXISTING SIDEWALK TO REMAIN; PROTECT AT ALL TIMES 5 EXISTING SIDEWALK TO BE REMOVED 6 EXISTING POWER POLE TO REMAIN; PROTECT AT ALL TIMES 7 EXISTING FIRE HYDRANT TO REMAIN; PROTECT AT ALL TIMES 8 EXISTING WATER VALVE TO REMAIN; PROTECT AT ALL TIMES 9 EXISTING WATER VALVE TO BE RELOCATED OUTSIDE OF NEW SIDEWALK; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 10 EXISTING WOOD CURB TO BE REMOVED AS REQUIRED FOR CONSTRUCTION OF NEW SIDEWALK; RE-INSTALL OR RELOCATE PER OWNER'S REQUIREMENT 11 EXISTING VINYL FENCE TO BE REMOVED; RETAIN STRINGERS FOR FUTURE USE; DISPOSE OF POSTS IN LEGAL MANNER 12 THIS SANITARY SEWER LINE EXISTS BUT WAS NOT LOCATED BY THE SURVEYOR. INFORMATION IS PROVIDED BY THE OWNER, AND IS TO BE FIELD-VERIFIED BY THE PLUMBING DESIGN-BUILD CONTRACTOR: LOCATION AS SHOWN; STATED INVERT DEPTHS BELOW FINISH GRADE AS FOLLOWS: · 2.5 FT AT BUILDING · 7 FT AT MID-LENGTH · 12 FT AT SSMH 13 EXISTING CATCH BASIN AND PORTION OF OUTFLOW LINE TO BE REMOVED; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 14 EXISTING SIGN TO REMAIN; PROTECT AT ALL TIMES 15 EXISTING GRAVEL-SURFACED VEHICLE OR EQUIPMENT STORAGE AREA TO REMAIN, UNLESS OTHERWISE NOTED 16 EXISTING GRAVEL TO BE REMOVED THIS AREA; PREPARE GROUND FOR CONCRETE SLAB, OR AS REQUIRED; RE-INSTALL GRAVEL INTO OPEN AREAS REMAINING AFTER SLAB IS POURED; REFER TO CIVIL DRAWINGS 17 EXISTING ASPHALT PAVING TO REMAIN; PROTECT AT ALL TIMES 18 EXISTING ASPHALT PAVING TO BE REMOVED THIS AREA; PREPARE GROUND FOR CONCRETE SLAB; REFER TO CIVIL DRAWINGS 19 EXISTING VINYL FENCE TO REMAIN; PROTECT AT ALL TIMES 20 EXISTING CONCRETE BLOCK BARRIER TO BE REMOVED BOTH SIDES OF DRIVEWAY 21 EXISTING 6 FT CHAIN-LINK FENCE TO REMAIN; PROTECT AT ALL TIMES 22 1 1 1 1 2 9 4 5 5 6 6 7 7 7 8 8 9 9 10 11 11 EXISTING 6 FT CHAIN-LINK FENCE TO BE REMOVED FOR BUILDING CONSTRUCTION 23 12 13 14 15 3 16 17 17 17 25 17 18 18 19 19 19 20 21 22 22 23 66'-0" 12'-4" 2'-5" 17'-0" 24'-4" 250'-0" 5'-7" 8'-5" 20 29'-4" 7'-8" SSMH SDMH CB CB CB CB CB CB CB 12 13'-3" CB CB 13 14 EXISTING WOOD RETAINING EDGE TO REMAIN 24 EXISTING GRASS AREA TO REMAIN 25 24 76'-0" 5'-0" 94'-0" 12'-0" EXISTING GRAVEL TO BE REMOVED THIS AREA; PREPARE GROUND FOR LANDSCAPING AND WOOD BORDER; RE-INSTALL GRAVEL INTO OPEN AREAS REMAINING AFTER BORDER IS IN PLACE 26 26 26 ---PAGE BREAK--- FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 RG A1.1 SITE PLAN - NEW CONSTRUCTION SCALE: 1 SITE PLAN 1" = 30' TRUE NORTH PROJECT NORTH 10'-6" 60'-0" 41'-7" 42'-4" 77'-8" EXISTING BUILDING NEW SHOP BUILDING 1 6 A D 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. GENERAL NOTES 20'-0" 12'-8" 250'-0" 27'-5" 133'-0" 115'-4" 1'-8" 10'-0" 12'-0" 10'-0" 10'-0" 12'-0" 12'-0" 89'-0" 78'-11" 14'-5" 6" 37'-0" 6'-0" 1'-6" 5'-0" 50'-0" 6'-0" 6'-0" 6'-0" TYP 10'-0" 6 deg 10'-0" 4'-4" 25'-4" 12'-8" 14'-8" R5'-0" R55'-1" 6'-0" 5'-0" 63'-7" 10'-3" 2'-4" 29'-0" 60'-0" 120'-0" DIA ROW N PACIFIC HWY 99E NATIONAL WAY ℄ ℄ SYMBOL LEGEND: EXISTING PROPERTY LINE, REFER TO SURVEY DRAWING EXISTING SANITARY SEWER LINE TO REMAIN, REFER TO CIVIL DRAWINGS SS EXISTING WATER LINE TO REMAIN, REFER TO CIVIL DRAWINGS W EXISTING UTILITY EASEMENT NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS CATCH BASIN: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DRAWINGS NEW ASPHALT PAVING AND BASE ROCK; FINISH ASPHALT TO BE FLUSH WITH ADJACENT PAVING, WHERE OCCURS; REFER TO CIVIL DRAWINGS CB NEW CONCRETE EXPANSION JOINT. REFER TO EXISTING STORM DRAIN LINE TO REMAIN, REFER TO CIVIL DRAWINGS EXISTING ELECTRICAL LINE TO REMAIN, REFER TO ELECTRICAL DESIGN-BUILD DRAWINGS EXISTING GAS LINE TO REMAIN, REFER TO CIVIL DRAWINGS SD G 4 A1.1 SSMH SANITARY SEWER MANHOLE: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DWGS SDMH EXISTING STORM DRAIN MANHOLE TO REMAIN; REFER TO CIVIL DRAWINGS EXISTING ASPHALT PAVING NEW CONCRETE PAVEMENT AND BASE ROCK; REFER TO CIVIL DRAWINGS UGP EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFIR TREE TO REMAIN EXISTING SHRUB TO REMAIN REFERENCE NOTES EXISTING PROPERTY LINE 1 NEW PROPERTY LINE BASED ON RIGHT-OF-WAY DEDICATION 2 NEW UTILITY EASEMENT 3 EXISTING CONCRETE CURB TO REMAIN; PROTECT AT ALL TIMES 4 EXISTING SIDEWALK TO REMAIN; PROTECT AT ALL TIMES 5 NEW CONCRETE SIDEWALK AND ASE COURSE; CONSTRUCT TO CITY STANDAZRDS; REFER TO CIVIL DRAWINGS 6 EXISTING POWER POLE TO REMAIN; PROTECT AT ALL TIMES 7 EXISTING FIRE HYDRANT TO REMAIN; PROTECT AT ALL TIMES 8 EXISTING WATER VALVE TO REMAIN; PROTECT AT ALL TIMES 9 EXISTING WATER VALVE TO BE RELOCATED OUTSIDE OF NEW SIDEWALK; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 10 NEW LANDSCAPE AREA IN RIGHT-OF-WAY; REFER TO LANDSCAPE DWGS 11 NEW VINYL FENCE AT EDGE OF RIGHT OF WAY; LINK WITH EXISTING FENCES AT EACH END 12 13 EXISTING CATCH BASIN AND PORTION OF OUTFLOW LINE TO BE REMOVED; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 14 EXISTING SIGN TO REMAIN; PROTECT AT ALL TIMES 15 EXISTING GRAVEL-SURFACED EQUIPMENT STORAGE AREA TO REMAIN, UNLESS OTHERWISE NOTED 16 NEW CONCRETE WALKWAY AND BASE COURSE; CONSTRUCT TO CITY STANDARDS; REFER TO CIVIL DRAWINGS 17 EXISTING ASPHALT PAVING TO REMAIN; PROTECT AT ALL TIMES 18 NEW ASPHALT PATCH FLUSH WITH NEW CONCRETE; REFER TO CIVIL DWGS 19 EXISTING VINYL FENCE TO REMAIN; PROTECT AT ALL TIMES 20 EXISTING PARKING SPACES (27 TOTAL) 21 EXISTING 6 FT CHAIN-LINK FENCE TO REMAIN; PROTECT AT ALL TIMES 22 1 1 1 7 9 12 14 17 17 25 17 19 19 22 22 SSMH SDMH CB CB CB CB CB CB 12 17 19 8 CB 1 2 9 4 5 5 6 6 7 7 8 9 13 11 3 16 20 CB 5'-7" 6'-5" 2'-0" 11 11 11 6 THIS SANITARY SEWER LINE EXISTS BUT HAS NOT BEEN LOCATED BY THE SURVEYOR. INFORMATION IS PROVIDED BY OWNER, AND IS TO BE FIELD-VERIFIED BY PLUMBING DESIGN-BUILD CONTRACTOR: LOCATION AS SHOWN; STATED INVERT DEPTHS BELOW FINISH GRADE AS FOLLOWS: · 2.5 FT AT BUILDING · 7 FT AT MID-LENGTH · 12 FT AT SSMH 14 20 NEW 9'-0" x 19'-0" PARKING SPACES (11 TOTAL) 23 21 21 21 EXISTING WOOD RETAINING EDGE TO REMAIN 24 EXISTING GRASS AREA TO REMAIN 25 24 NEW 8" DIA x 3'-0" HIGH CONCRETE-FILLED GALVANIZED PIPE BOLLARDS; LOCATE IN LINE WITH BUILDING EDGE AND 1'-8" FROM BUILDING FACE; BURY 4'-0" BELOW FINISH GRADE; FILL HOLE WITH CONCRETE 26 13 13 1'-0" VACATE PARKING SPACE FOR ACCESS TO EAST STORAGE AREA; SAFETY-STRIPE AREA AS SHOWN 27 72'-0" 9'-0" 90'-0" 10'-0" 19'-0" 11 11 11 11 27 21 23 23 10 NEW 9" x 9" WOOD RETAINING EDGE 28 28 28 29 30 NEW BICYCLE STALLS; REFER TO DETAIL 29 EXISTING PARKING STALLS TO BE MADE EV-CAPABLE 30 2 A1.1 3'-0" 3'-0" 2'-0" 1'-6" 6'-0" 2'-3" 1'-6" 2'-3" EDGE OF EXISTING CURB BICYCLE STALLS BICYCLE RACKS; REFER TO DETAIL 3 A1.1 SCALE: 2 BICYCLE RACKS - PLAN 1/4" = 1'-0" 1 2 2" NOM. DIA. SCH. 40 STEEL PIPE; WELD EACH LEG TO 12" BASE PLATE; EASE BASE PLATE EDGES AND CORNERS; POWDER COAT FINISH AFTER FABRICATION; ANCHOR EACH LEG TO EXISTING CONCRETE OR ASPHALT SLAB WITH 5 8"x 6" GALVANIZED THREADED RODS 4" MIN PENETRATION USING 2-PART EPOXY; WHEN EPOXY IS SET SECURE RACK IN PLACE WITH GALVANIZED NUT AT EACH ROD; TOP OF ROD TO PROJECT 14" MAX ABOVE NUT; TACK-WELD NUTS TO BASE PLATE TO PREVENT EASY REMOVAL. EXISTING SLAB ON GRADE NOTES: SCALE: BIKE RACK ANCHORAGE DETAIL 3 3/4" = 1'-0" (OR AS NOTED) 22062-A1.1-03 1'-912" 1 2 3'-0" 238" 2 SIDE VIEW FRONT VIEW PLAN VIEW AT BASE PLATE 612" SCALE: 1 12" = 1'-0" 4" 1" 412" 1" 1 PARKING CALCULATIONS ---PAGE BREAK--- FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 NOV 7, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 RG A1.1 SITE PLAN - NEW CONSTRUCTION SCALE: 1 SITE PLAN 1" = 30' TRUE NORTH PROJECT NORTH 10'-6" 60'-0" 41'-7" 42'-4" 77'-8" EXISTING BUILDING NEW SHOP BUILDING 1 6 A D 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. GENERAL NOTES 20'-0" 12'-8" 250'-0" 27'-5" 133'-0" 115'-4" 1'-8" 10'-0" 12'-0" 10'-0" 10'-0" 12'-0" 12'-0" 89'-0" 78'-11" 14'-5" 6" 37'-0" 6'-0" 1'-6" 5'-0" 50'-0" 6'-0" 6'-0" 6'-0" TYP 10'-0" 6 deg 10'-0" 4'-4" 25'-4" 12'-8" 14'-8" R5'-0" R55'-1" 6'-0" 5'-0" 63'-7" 10'-3" 2'-4" 29'-0" 60'-0" 120'-0" DIA ROW N PACIFIC HWY 99E NATIONAL WAY ℄ ℄ SYMBOL LEGEND: EXISTING PROPERTY LINE, REFER TO SURVEY DRAWING EXISTING SANITARY SEWER LINE TO REMAIN, REFER TO CIVIL DRAWINGS SS EXISTING WATER LINE TO REMAIN, REFER TO CIVIL DRAWINGS W EXISTING UTILITY EASEMENT NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS CATCH BASIN: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DRAWINGS NEW ASPHALT PAVING AND BASE ROCK; FINISH ASPHALT TO BE FLUSH WITH ADJACENT PAVING, WHERE OCCURS; REFER TO CIVIL DRAWINGS CB NEW CONCRETE EXPANSION JOINT. REFER TO EXISTING STORM DRAIN LINE TO REMAIN, REFER TO CIVIL DRAWINGS EXISTING ELECTRICAL LINE TO REMAIN, REFER TO ELECTRICAL DESIGN-BUILD DRAWINGS EXISTING GAS LINE TO REMAIN, REFER TO CIVIL DRAWINGS SD G 4 A1.1 SSMH SANITARY SEWER MANHOLE: DESIGNATES EXISTING TO REMAIN, DESIGNATES NEW; REFER TO CIVIL DWGS SDMH EXISTING STORM DRAIN MANHOLE TO REMAIN; REFER TO CIVIL DRAWINGS EXISTING ASPHALT PAVING NEW CONCRETE PAVEMENT AND BASE ROCK; REFER TO CIVIL DRAWINGS UGP EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFIR TREE TO REMAIN EXISTING SHRUB TO REMAIN REFERENCE NOTES EXISTING PROPERTY LINE 1 NEW PROPERTY LINE BASED ON RIGHT-OF-WAY DEDICATION 2 NEW UTILITY EASEMENT 3 EXISTING CONCRETE CURB TO REMAIN; PROTECT AT ALL TIMES 4 EXISTING SIDEWALK TO REMAIN; PROTECT AT ALL TIMES 5 NEW CONCRETE SIDEWALK AND BASE COURSE; CONSTRUCT TO CITY STANDARDS; REFER TO CIVIL DRAWINGS 6 EXISTING POWER POLE TO REMAIN; PROTECT AT ALL TIMES 7 EXISTING FIRE HYDRANT TO REMAIN; PROTECT AT ALL TIMES 8 EXISTING WATER VALVE TO REMAIN; PROTECT AT ALL TIMES 9 EXISTING WATER VALVE TO BE RELOCATED OUTSIDE OF NEW SIDEWALK; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 10 NEW LANDSCAPE AREA IN RIGHT-OF-WAY; REFER TO LANDSCAPE DWGS 11 NEW VINYL FENCE AT EDGE OF RIGHT OF WAY; LINK WITH EXISTING FENCES AT EACH END 12 13 EXISTING CATCH BASIN AND PORTION OF OUTFLOW LINE TO BE REMOVED; REFER TO PLUMBING DESIGN-BUILD DRAWINGS 14 EXISTING SIGN TO REMAIN; PROTECT AT ALL TIMES 15 EXISTING GRAVEL-SURFACED EQUIPMENT STORAGE AREA TO REMAIN, UNLESS OTHERWISE NOTED 16 NEW CONCRETE WALKWAY AND BASE COURSE; CONSTRUCT TO CITY STANDARDS; REFER TO CIVIL DRAWINGS 17 EXISTING ASPHALT PAVING TO REMAIN; PROTECT AT ALL TIMES 18 NEW ASPHALT PATCH FLUSH WITH NEW CONCRETE; REFER TO CIVIL DWGS 19 EXISTING VINYL FENCE TO REMAIN; PROTECT AT ALL TIMES 20 EXISTING PARKING SPACES (27 TOTAL) 21 EXISTING 6 FT CHAIN-LINK FENCE TO REMAIN; PROTECT AT ALL TIMES 22 1 1 1 7 9 12 14 17 17 25 17 19 19 22 22 SSMH SDMH CB CB CB CB CB CB 12 17 19 8 CB 1 2 9 4 5 5 6 6 7 7 8 9 13 11 3 16 20 CB 5'-7" 6'-5" 2'-0" 11 11 11 6 THIS SANITARY SEWER LINE EXISTS BUT HAS NOT BEEN LOCATED BY THE SURVEYOR. INFORMATION IS PROVIDED BY OWNER, AND IS TO BE FIELD-VERIFIED BY PLUMBING DESIGN-BUILD CONTRACTOR: LOCATION AS SHOWN; STATED INVERT DEPTHS BELOW FINISH GRADE AS FOLLOWS: · 2.5 FT AT BUILDING · 7 FT AT MID-LENGTH · 12 FT AT SSMH 14 20 NEW 9'-0" x 19'-0" PARKING SPACES (8 TOTAL) 23 21 21 21 EXISTING WOOD RETAINING EDGE TO REMAIN 24 EXISTING GRASS AREA TO REMAIN 25 24 NEW 8" DIA x 3'-0" HIGH CONCRETE-FILLED GALVANIZED PIPE BOLLARDS; LOCATE IN LINE WITH BUILDING EDGE AND 1'-8" FROM BUILDING FACE; BURY 4'-0" BELOW FINISH GRADE; FILL HOLE WITH CONCRETE 26 13 13 1'-0" VACATE PARKING SPACE FOR ACCESS TO EAST STORAGE AREA; SAFETY-STRIPE AREA AS SHOWN 27 72'-0" 9'-0" 90'-0" 10'-0" 19'-0" 11 11 11 11 27 21 23 23 10 NEW 9" x 9" WOOD RETAINING EDGE 28 28 28 29 30 NEW BICYCLE STALLS; REFER TO DETAIL 29 EXISTING PARKING STALLS TO BE MADE EV-CAPABLE 30 2 A1.1 3'-0" 3'-0" 2'-0" 1'-6" 6'-0" 2'-3" 1'-6" 2'-3" EDGE OF EXISTING CURB BICYCLE STALLS BICYCLE RACKS; REFER TO DETAIL 3 A1.1 SCALE: 2 BICYCLE RACKS - PLAN 1/4" = 1'-0" 1 2 2" NOM. DIA. SCH. 40 STEEL PIPE; WELD EACH LEG TO 12" BASE PLATE; EASE BASE PLATE EDGES AND CORNERS; POWDER COAT FINISH AFTER FABRICATION; ANCHOR EACH LEG TO EXISTING CONCRETE OR ASPHALT SLAB WITH 5 8"x 6" GALVANIZED THREADED RODS 4" MIN PENETRATION USING 2-PART EPOXY; WHEN EPOXY IS SET SECURE RACK IN PLACE WITH GALVANIZED NUT AT EACH ROD; TOP OF ROD TO PROJECT 14" MAX ABOVE NUT; TACK-WELD NUTS TO BASE PLATE TO PREVENT EASY REMOVAL. EXISTING SLAB ON GRADE NOTES: SCALE: BIKE RACK ANCHORAGE DETAIL 3 3/4" = 1'-0" (OR AS NOTED) 22062-A1.1-03 1'-912" 1 2 3'-0" 238" 2 SIDE VIEW FRONT VIEW PLAN VIEW AT BASE PLATE 612" SCALE: 1 12" = 1'-0" 4" 1" 412" 1" 1 PARKING CALCULATIONS 6 6 FIRE ACCESS DISTANCE = 107 FT 31 31 FIRE ACCESS ROUTE 20'-0" R = 28'-0" FIRE TRUCK TURNING RADIUS: 28 FT ID, 48 FT OD 32 32 FIRE ACCESS ROUTE - 20 FT WIDE FIRE ---PAGE BREAK--- RG A2.1 NEW SHOP BUILDING PLAN & ELEVATIONS REFERENCE NOTES BUILDING FRAMING, SIDING, ROOFING, GUTTERS, DOWNSPOUTS AND RELATED REQUIRED BUILDING MATERIALS PER PEMB BUILDING MFGR - TYP; REFER, ALSO TO 1 NOT USED 2 3'-0" x 7'-0" MAN-DOOR; HEAD, JAMB AND THRESHOLD DETAILS AND INSTALLATON PER BUILDING MFGR.; HARDWARE PER OWNER'S REQUIREMENT; WEATHERSTRIP ALL EDGES; REFER TO 3 14' x 14' SECTIONAL OVERHEAD DOOR; WEATHERSTRIP ALL EDGES; REFER TO 4 CONCRETE SLAB BY OTHERS; REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION 5 X 000 00 0 LEGEND ROOM NAME / FUNCTION OCCUPANCY CLASSIFICATION FLOOR AREA, SQ FT OCCUPANT LOAD FACTOR OCCUPANTS EXIT SIGN WITH EMERGENCY LIGHTING AND BATTERY BACKUP EXIT FIRE EXTINGUISHER FE MAN DOOR (EXISTING) OVERHEAD SECTIONAL DOOR DS DOWNSPOUT SCALE: 6 DOORS 1/4" = 1'-0" TYPICAL EGRESS DOOR TYPICAL SECTIONAL DOOR · 16 ga HM INSULATED DOOR · SHOP PRIME & PAINT PER OWNER DIRECTION · NRP BUTTS · STORAGE FUNCTION LEVER-HANDLE LOCKSET · ADA THRESHOLD & WEATHER STRIP · CLOSER & RAIN CAP PRE-FIN MTL PANEL-TYPE INSULATED DOOR PER OWNER SELECTION: · CHAIN-HOIST OPERATION · WEATHERSTRIP ALL AROUND · SIZE PER METAL BUILDING DRAWINGS 3'-0" 2" 2" 3'-4" 7'-0" 2" 7'-2" 6 A2.1 6 A2.1 7 A2.1 GENERAL NOTES EXIT DISTANCE = 100'-0" A SCALE: 7 WALL SECTION NTS NEW PRE-FINISHED GUTTER BY PEMB MFGR 12 1 TOW ELEV. PER PEMB MFGR FFE 0'-0" PEMB WALL ASSEMBLY · PRE-FINISHED METAL WALL PANELS PER PEMB MFGR · R-13 BATT INSULATION · VAPOR BARRIER · METAL GIRTS PER PEMB MFGR · METAL FRAME PER PEMB MFGR PEMB ROOF ASSEMBLY · PRE-FINISHED METAL ROOF PANELS · R-19 BATT INSULATION · VAPOR BARRIER · METAL PURLINS PER PEMB MFGR · METAL FRAME PER PEMB MFGR CONCRETE SLAB, STEM WALL AND FOOTING (OR TURNED-DOWN SLAB) PER STRUCTURAL FINISH GRADE BY OTHERS 15 MIL VAPOR BARRIER, CONT AGGREGATE BASE COURSE PER GEO-TECH DRAIN PIPE AS RECOMMENDED BY GEO-TECH 22'-10" 24'-0" 24'-0" 120'-0" 1 1 2 3 4 5 6 A B C D 20'-0" 1 1 2 3 4 5 6 A B C D 1'-2" 60'-0" 20'-0" 20'-0" 20'-0" 20'-0" 24'-0" 1'-2" 22'-10" 20'-0" 20'-0" A B C D 15'-0" 1 1 2 3 4 5 6 132'-0" 120'-0" EXIT SEPARATION 14'-0" 5'-0" 5'-0" 14'-0" 14'-0" 14'-0" 5'-0" 3'-10" 1'-2" 5'-0" 14'-0" 5'-0" 5'-0" 14'-0" 5'-0" 22'-10" 1'-2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 3'-0" 14'-0" 3'-0" 2'-10" 17'-2" 17'-2" 2'-10" SCALE: 1 FLOOR PLAN & LIFE-SAFETY INFORMATION 1/16" = 1'-0" SCALE: 2 ELEVATION - SOUTH WALL (GRID LINE1) 1/16" = 1'-0" SCALE: 3 ELEVATION - EAST WALL (GRID LINE D) 1/16" = 1'-0" SCALE: 4 ELEVATION - NORTH WALL (GRID LINE 6) 1/16" = 1'-0" SCALE: 5 ELEVATION - WEST WALL (GRID LINE A) 1/16" = 1'-0" 1 1 1 1 3 4 3 DS PROJECT NORTH 1 4 4 4 4 4 4 4 4 4 3 3 DS DS DS DS DS EXIT FE MOTOR VEHICLE REPAIR S-1 7,200 200 36 FE EXIT 5 12 1 12 1 FE FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 2 A4.1 RESTROOM 102 101 MAN DOOR (NEW) 102 000 101B 101A 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. ---PAGE BREAK--- RG A4.1 ENLARGED FLOOR PLANS, INTERIOR ELEVATIONS & DETAILS SCALE: 2 RESTROOM 102 - FLOOR PLAN 1/4" = 1'-0" TOILET COMPARTMENT LAVATORY TO FRONT LIP OF LAV 8" 3'-0" GRAB BARS 6 GRAB BARS AT HC TOILETS 2'-10" 1'-6" MIN 1'-6" MIN. 3'-4" VERTICAL GRAB BAR 12 4'-6" 3'-4" 3'-6" 12 1'-2" 1'-6" 3'-4" 3'-4" 12 10 11 HC HC 6 SCALE: 1 TYPICAL HEIGHT AND DIMENSIONS FOR ACCESSIBLE TOILET ACCESSORIES AND FIXTURES 1/4" = 1'-0" 4'-2" 1'-11" URINAL FLUSH CONTROL FROM FIN FL 2'-3" 19 TOILET PAPER DISPENSER 1'-3" MIN 1 TO POINT OF OPERATION SANITARY NAPKIN DISPOSAL 2'-4" 20 3'-4" SOAP DISPENSER 4 TO POINT OF OPERATION 12" MIN PAPER TOWEL DISPENSER 2 SEAT COVER DISPENSER 3'-4" AT ADA STALL ONLY 7 TO POINT OF OPERATION CL CL CL TOILET PARTITION OVERHEAD BRACE 6'-10" 1'-0" 4'-10" 1'-0" 18 3'-4" RESTROOM REFERENCE NOTES: 6 13 12 9 10 8 7 1 5 4 3 2 PAPER TOWEL DISPENSER TOILET PAPER HOLDER SOAP DISPENSER MIRROR ONE PIECE GRAB BAR TOILET SEAT COVER DISPENSER LAVATORY, REFER TO DESIGN/BUILD PLUMBING DRAWINGS FRP WAINSCOTING TO 4'-6" AFF, TYP ALL RESTROOM WALLS 15 16 14 VERTICAL GRAB BAR NOT USED NOT USED FLOOR DRAIN, REFER TO DESIGN/BUILD PLUMBING DRAWINGS ADA COMPLIANT UNDERSINK PROTECTION ROOM SIGN; CONFIGURATION, LETTERING, MOUNTING HEIGHT PER ADA REQUIREMENTS 17 PAINT, REFER TO FINISH SCHEDULE 18 19 CEILING-MOUNTED EXHAUST FAN; REFER TO MECHANICAL DESIGN-BUILD DRAWINGS 20 NOT USED URINAL SANITARY NAPKIN DISPOSAL, CL 12 6 2 11 11 WATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC), REFER TO DESIGN/BUILD PLUMBING DRAWINGS 21 WALL MOUNT LIGHT FIXTURE NOTES: 1. NOT ALL FIXTURES, ACCESSORIES OR OTHER ELEMENTS SHOWN/NOTED HERE AND IN THE REFERENCE NOTES MAY BE USED IN THIS PROJECT 2. HORIZONTAL DIMENSIONS HERE ARE TO/FROM FINISHED WALL SURFACE SCALE: 3 RESTROOM ELEVATIONS 1/4" = 1'-0" B NORTH D SOUTH A WEST C EAST HC 16 16 16 16 4 5 21 10 15 6 9 11 12 2 11 2 9 6 20 12 9 1 5 21 10 15 3 7 SCALE: 4 SECTION AT RESTROOM 102 1/2" = 1'-0" 6 A 9'-2" 7'-11" 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OTHERWISE. 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF WORK IN QUESTION. 4. THIS PROJECT MAY OR MAY NOT BE CONSTRUCTED UTILIZING PROFESSIONAL GEO-TECHNICAL ENGINEERING SERVICES. THE ARCHITECT SHALL NOT BE LIABLE FOR SETTLEMENT OR DIFFERENTIAL SETTLEMENTS OF OR WITHIN THE BUILDING, EXTERIOR CONCRETE SLABS OR ASPHALT PAVING.. 5. REFER TO OWNER FOR ALL FINISHES 6. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DESIGN BUILD DRAWINGS FOR ADDITIONAL INFO. GENERAL NOTES: A D B C 3 A4.1 19 19 5" 1'-8" 4'-7" 2'-6" 6'-4" 5" 7'-11" 1'-2" 1'-9" 11" 8" 2'-0" 1'-0" 9'-2" 5" 2'-0" 1'-4" 5'-5" 19 6 2 20 11 HC 1 4 21 10 5 17 14 4 A4.1 4 A4.1 12 7 102 8'-6" A 12 1 TOW 15'-0" FFE 0'-0" 8'-6" PEMB FRAME BEYOND; REFER TO ENGINEERING DRAWINGS PEMB GIRTS AND INSULATION; REFER TO ENGINEERING DRAWINGS AND 7 A2.1 · 3 4" PLYWOOD SHEATHING OVER 2x8 JOISTS AT 24" OC; · 6" ACOUSTICAL BATT INSULATION BETWEEN JOISTS; · 5 8" GYPSUM WALLBOARD CEILING BELOW · 2x4 WOOD JOISTS AT 16" OC · 3" ACOUSTICAL BATT INSULATION BETWEEN STUDS, · 5 8" GYPSUM WALLBOARD, PAINT NOTE: THIS SHEET NEEDS STRUCTURAL NOTES FLEET SALES WEST SHOP BUILDING SHEET DRAWN: REVISIONS: JOB NO.: DATE: 2022.0062 SEPT 29, 2022 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. ARCHITECTURE C O M M U N I T Y 1100 Liberty Street SE, Suite 200 Salem, OR 97302 P: [PHONE REDACTED] www.accoac.com 2175 N PACIFIC HWY WOODBURN, OREGON 97071 AC+Co ARCHITECTURE I COMMUNITY DESIGN DEVELOPMENT NOT FOR CONSTRUCTION JANUARY 21, 2022 1'-2" 6'-9" 9 ---PAGE BREAK--- E X I S T I N G B U I L D I N G EXISTING SHRUBS TO REMAIN, TYP. P R O P O S E D B U I L D I N G S T A T E H I G H W A Y 9 9 E N A T I O N A L W A Y EXISTING POWER POLE, TYP. RELOCATE FENCE RELOCATE FENCE SIGN DRIVEWAY ENTRY / EXIT PARKING LOT PARKING LOT PROPOSED SIDEWALK PROPOSED SIDEWALK DRIVEWAY ENTRY / EXIT EXISTING GRAVEL LOT PROPERTY LINE PROPERTY LINE PROPERTY LINE OVERHEAD LINES, SMALL STREET TREES PROPOSED PROPERTY LINE Preliminary Plant Schedule TREES QTY BOTANICAL / COMMON NAME SIZE TYPE 7 Acer platanoides `Globosum` / Globe Norway Maple 2" Cal., B&B Small Street Tree 4 Lagerstroemia indica x fauriei 'Natchez' / Natchez Crape 2" Cal., B&B Small Parking Lot Tree 2 Tilia cordata 'Rancho' / Rancho Littleleaf Linden 2" Cal., B&B Medium Street Tree SHRUBS QTY BOTANICAL / COMMON NAME SIZE 9 Berberis thunbergii 'Cherry Bomby' / Cherry Bomb Japanese Barberry 2 Gal. 12 Cornus sericea 'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood 2 Gal. 26 Prunus laurocerasus `Mount Vernon` / Mount Vernon Laurel 1 Gal. 25 Rhaphiolepis indica 'Dwarf Pink' / Dwarf Pink Indian Hawthorn 3 Gal. GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING 42 Juniperus horizontalis 'Blue Chip' / Blue Chip Juniper 1 Gal. 60" o.c. 173 Waldsteinia fragarioides / Appalachian Barren Strawberry 1 Gal. 18" o.c. Landscape Planting Requirements: Off-Street Parking/Loading REQUIRED PLANTS: 1 PLANT UNIT (PU) /20 SF AND REQUIRED TREE PER PARKING SPACES BELOW 1 SMALL TREE PER 10 PARKING SPACES 1 MEDIUM TREE PER 15 PARKING SPACES 1 LARGE TREE PER 25 PARKING SPACES LANDSCAPE SQUARE FOOTAGE = 1,544 SF NUMBER OF PLANT UNITS = 76 PU (EXCLUDING REQUIRED TREES) NUMBER OF PARKING SPACES = 18 SPACES = 2 SMALL TREES Plants # of Plants Plant Units Small Tree 2 4 Small / Medium Shrub 72 72 Total Plant Units 1755 REVISIONS DATE October 21st, 2022 1012 Pine Street [PHONE REDACTED] Designs, LAURA A. ANTONSON 11/16/2007 OREGON 643 R E G I S T E R E D L A N D S C A P E A R C H I T E C T NOTES INITIALS # Silverton, Oregon LLC Laurus PROJECT 1452C PRELIMINARY Fleet Sales West Shop Building 2175 N. Pacific Highway Woodburn, Oregon 1. PLANS ARE PRELIMINARY, NOT FOR BIDDING OR CONSTRUCTION. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN AND BUILDING DETAILS. 3. STREET TREES SELECTED FROM WOODBURN APPROVED STREET TREE LIST FOR SMALL TREES DUE TO OVERHEAD LINES ON PACIFIC HIGHWAY AND MEDIUM TREES ON NATIONAL WAY. 4. PARKING LOT PLANTING UNITS SEE THIS SHEET. 5. PLANT SCHEDULE SEE THIS SHEET. 6. PLANTS TO BE IRRIGATED BY NEW ZONE ON EXISTING IRRIGATION SYSTEM. General Notes: Legend: EXISTING TREES AND SHRUBS TO REMAIN SCALE 0' 10' 20' 40' L1.1 SHEET 1 OF 1 SCALE: 1"=20-0" PRELIMINARY PLANTING PLAN ---PAGE BREAK--- FOR: DRAWINGS FOR: FLEET SALES WEST - WOODBURN AC + CO ARCHITECTURAL COMMUNITY 363 STATE STREET SE, SALEM, OR 97301 811 Call before you dig. Know what's below. ---PAGE BREAK--- Δ=98°10'44" (98°10'44") R={60.00'} L=102.81' (102.80') LC=N82°50'09"E 90.69' (S81°08'37"W 90.68') BOTP VOL 30, PG 3 ---PAGE BREAK--- ---PAGE BREAK--- Δ=98°10'44" (98°10'44") R={60.00'} L=102.81' (102.80') LC=N82°50'09"E 90.69' (S81°08'37"W 90.68') BOTP VOL 30, PG 3 ---PAGE BREAK--- ---PAGE BREAK--- TEMPORARY CONSTRUCTION ENTRANCE 6100 SEDIMENT BARRIERS 6110 STRAW WATTLE SEDIMENT BARRIER 6120 INLET SEDIMENT CONTROL 6130 DITCH AND SWALE EROSION PROTECTION 6140 SILTSACK INLET DETAIL 6150 ---PAGE BREAK--- Δ=98°10'44" (98°10'44") R={60.00'} L=102.81' (102.80') LC=N82°50'09"E 90.69' (S81°08'37"W 90.68') BOTP VOL 30, PG 3 ---PAGE BREAK--- Δ=98°10'44" (98°10'44") R={60.00'} L=102.81' (102.80') LC=N82°50'09"E 90.69' (S81°08'37"W 90.68') BOTP VOL 30, PG 3 ---PAGE BREAK--- ---PAGE BREAK--- STATE HIGHWAY 99E SIDEWALK CROSS SECTION ---PAGE BREAK--- NATIONAL WAY SIDEWALK CROSS SECTION ---PAGE BREAK--- “ ” ” ≥ ” “ ” ---PAGE BREAK--- TRENCH BACKFILL, BEDDING, AND PIPE ZONE 3010 STANDARD SERVICE LATERAL CLEANOUT (SEWER & STORM) 4160 PARKING LOT CATCH BASIN (PRECAST CONCRETE) 3150 PAVEMENT SECTION 2391 2" AND SMALLER DOUBLE CHECK ASSEMBLY 5310 POLLUTION/FLOW CONTROL MANHOLE W/OVERFLOW 3200 ≥ ---PAGE BREAK---