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CITY OF WOODBURN COMMUNITY DEVELOPMENT MEMORANDUM 270 Montgomery Street Woodburn, Oregon 97071 Phone (503) 982-5246 Fax (503) 982-5244 Date: March 10, 2022 To: Dago Garcia, P.E., City Engineer Cc: Chris Kerr, AICP, Community Development Director Jamie Van Agtmael, PLS, President From: Colin Cortes, AICP, CNU-A, Senior Planner Subject: Planning Division review comments on original submittal Feb. 8 of civil engineering plans for Allison Way Apts. Ph. 2 Summary Planning Division staff identifies revisions needed before sign-off on Public Works Department Engineering Division approval and issuance of civil engineering plans for Allison Way Apartments Phase 2 (DR 2019-05) along the east/southeast side of Allison Way south of Hooper Street. The City Engineer hosted virtual meetings with Planning Division staff March 2 & 10 regarding the original submittal of February 8. Revision Items The applicant needs to address the items below. ---PAGE BREAK--- Allison Way Apts. Ph. 2 civil engineering plans (original/1st submittal Feb. 8, 2022) 3/10/2022 2 A. Condition G5: Did the developer record lot consolidation PLA 2019-04? If so, submit a paper and Adobe PDF copy of the recorded document and update the parcel label on Sheet EX-1 / 3. Condition PLA-1 requires that the developer record the lot consolidation before requesting address assignment, which in turn is necessary before building permit application. B. Condition G6: Not met. Meet. “G6. Public Improvements Civil Plan Review: The process by which to receive, review, and approve drawings and other documents related to public improvements required by these conditions of approval may be paired with or incorporated into building permit review, or, if directed by the City Engineer, through a civil engineering plans (CEP) review process led by the Engineering Division. If opting for CEP, the applicant shall not only follow the direction of the Engineer Division, but also take some actions to facilitate tracking by Planning staff and coordination with Engineering: a. Cover letter: Upon submitting application to the Engineering Division, simultaneously alert the Planning Division through a cover letter to the attention of the Planning Division referencing the intended or, if known, actual submittal date as well as the project name, project phase, tax lot number(s), street address(es), and the land use / planning / zoning final decision conditions of approval that require the public improvement that is the subject of the civil engineering plans. Referencing conditions may be by quotation or citing the identification numbers T-A1). Identify the specific sheet (by number) or document page number that illustrates or notes how each subpart of a condition is met. b. Contact information: State the applicant’s name, company, phone number, e-mail, and desired date for City staff to respond with review comments. The cover letter may include these. c. Plan copies: Submit to the attention of the Planning Division at least two plan size copies of plan sets (24 by 36 inches). Within the cover sheet title block(s), include the phrase “civil engineering plans” or “public improvements civil plans”. Submit also Adobe PDFs using a fileshare service. d. Re-submittal fee: If there are multiple re-submittals, beginning with a third submittal / second revised submittal and continuing with each subsequent submittal, the applicant shall pay through the Planning Division into City general revenue a fee of $100.” C. Condition D1: Demonstrate conformance. D. Condition D2c(1)(a): Correct to add an arrow at each of three aisle ends that are missing them. Revise Sheets SP-1 / 25 & SP-2 / 26. E. No outlet: Revise Sheet SP-2 / 26 to add a W14-2 no outlet sign at the drive aisle south of Building P. ---PAGE BREAK--- Allison Way Apts. Ph. 2 civil engineering plans (original/1st submittal Feb. 8, 2022) 3/10/2022 3 F. Scope: Does the developer expect review of each of the following during CEP or building permit review? 1. Conditions D6 & V-6-3-2a & b; 2. Condition D7; 3. Condition V4-6b, c, & d; and 4. Condition V6-3-2d(1) & e; and g(1). G. Condition EX2b: Relating to the Stacy Allison Way extension, demonstrate conformance regarding: Part Tree, shrubbery, and lawn grass details. Submit a landscaping plan sheet series. Part NW side landscaping. Submit a landscaping plan sheet series. Part Interim signage. Revise Sheet SP-2. Neither the private improvements nor public improvements plan set shows enough street landscaping information. Sheet GN-1 / 2 has a Phase 2 street cross section, but to determine conformance with Parts & necessitates also plan view of landscaping and of more than just the street trees. The public improvements plan set cover sheet (CV-1) has a landscape sheet index, but none of these sheets are in the set. H. Off-site improvements tied to Phase 2: Demonstrate conformance. T-BP3: Clarify what, if any, trees are being moved. For example, on Sheet PR T-BP3 / 14, the second tree from the south appears all but necessarily eliminated by the sidewalk alignment, but there’s no call-out indicating either removal or preservation. The situation is less acute but similar for the next two trees northward. Even having looked at Sheet EX T-BP3 / 13 (“demolition”), its Note PT makes sense, but doesn’t appear believable based on Sheet 14. Please clarify the sheets, and include basic info about the existing three south trees: species and either caliper or diameter at breast height (DBH). T-BP4: No comment other than to confirm that the plan set excludes it because the developer proposed to improve this earlier along with Condition T-BP2 (Evergreen sidewalk west) as part of Phase 1 civil engineering plans. T-BP5: There is no crosswalk striping. Confirm if the City Engineer directed that the crossing not be striped as a crosswalk. T-BP6: No comment. T-BP7: No comment. I. Condition V3-5a: Illustrate and note the speed table missing from the walkway crossing ---PAGE BREAK--- Allison Way Apts. Ph. 2 civil engineering plans (original/1st submittal Feb. 8, 2022) 3/10/2022 4 nearest and between the clubhouse, play area, and Building R. The condition refers to specs in Condition G3: “‘Speed table’ means a walkway crossing of a drive aisle that: is concrete; with a tabletop that is raised at least four inches above drive aisle grade, at least six ft wide, flat, and stamped or otherwise treated to have a pattern; and, with the vehicular ramps striped in compliance with MUTCD Figure 3B-30, Option A, and with minimum and maximum slope ratios of 1:25 and 1:10 respectively.” Revise Sheet GR-8 / 18, add a detail to a details sheet, and add a Sheet GR-8 / 18 reference to the detail. J. Condition V6-3-2c(2). The access way 8-ft width extends south to near the BBQ area. Extend to the clubhouse southwest doors / play area by widening the three narrow walkway segments. Revise Sheets GR-7 / 17 & GR-8 / 18. K. Condition V9-2: Indicate number of apartments, the conditioned parking ratio of 1.9 stalls per dwelling, minimum number of stalls required, and proposed number of stalls. Revise at least Sheets UT-1 / 4 & SP-1 / 25. Next Steps Planning Division requests revisions and re-submittal by the applicant and affirms that the Public Works Department Engineering Division is not to approve civil engineering plan until Planning outstanding items are resolved. The developer will include a dated cover letter to my attention referencing the civil engineering plans file number (if any), re-submittal date, project name, and phase, citing each revision item by letter/number, and for each item directing staff to the applicable and specific plan sheet or document and page number. When you receive a 2nd submittal / 1st revised submittal from the applicant, please notify me and provide PDF and print copies of the materials and specify a desired due date for Planning review comments. Feel free to contact me at (503) 980-2485 or <[EMAIL REDACTED]>. Attachment(s): Civil engineering plan set: (1st submittal, February 8, 2022; excerpted: Sheets UT-1 / 4, SP-1 / 25, & SP-2 / 26) ---PAGE BREAK--- PHASE LINE UT-1 STACY ALLISON WAY APARTMENTS WEST COAST HOME SOLUTIONS, LLC 60-10 1" = 50' COMPOSITE UTILITY LAYOUT C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-10 Allison Way Apartments 6-ac\PHASE 2\dwg\On-site Plan Set\60-10_Stacy Allison Way_Phase 2_Utilities.dwg 2022-2-4 10:31 AM APPROVED LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD UT-1 EXPIRES: 06-30-2022 SCALE IN FEET 0 50' 100' GENERAL NOTES: 1. ALL ELECTRICAL SHALL BE PLACED BELOW GROUND. ELECTRICAL FACILITIES AND LAYOUT SHALL BE SUPPLIED BY OTHERS. 2. ALL TELECOMMUNICATION FACILITIES AND LAYOUT SHALL BE PROVIDED BY OTHERS. 3. ALL NATURAL GAS FACILITIES AND LAYOUT SHALL BE PROVIDED BY OTHERS. 4. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL PUBLIC SEWER, STORM DRAINAGE, AND WATER LINE PIPES. 5. ALL PROPOSED ON-SITE UTILITY SYSTEMS, INCLUDING STORM SEWER, SANITARY SEWER, AND WATER, SHALL BE MAINTAINED BY THE OWNER IN PERPETUITY. THIS SHALL ALSO INCLUDE ANY AND ALL PARTS OF THOSE SYSTEMS CROSSING OR LYING IN ANY PUBLIC RIGHT OF WAY. 6. ALL PUBLIC SEWER, STORM DRAINAGE, AND MAIN PIPING REQUIRE TRACER WIRES, INCLUDING DUCTILE IRON PIPES AND SERVICES TO AND FROM THE MAIN TO PROPERTY LINES. GAUGE OF WIRE USED SHALL CONFORM TO CITY OF WOODBURN SPECIFICATIONS, OR OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, IN THAT ORDER. UT-1 04 OF 34 PAHSE 1 TRACT - MARION COUNTY DEED RECORDS, REEL 3127, PAGE 97 PROPOSED SANITARTY SEWER CONNECTION NEW STACY ALLISON WAY HOOPER STREET PROPOSED STORM WATER DETENTION CANAL EXISTING STORM WATER DETENTION CANAL A B C D E F G H J K L P Q R N M CLUB HOUSE PLAY AREA EXISTING 10" WATER LINE EXISTING 8" SANITARY SEWER PROPERTY LINE ---PAGE BREAK--- SP-1 C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-10 Allison Way Apartments 6-ac\PHASE 2\dwg\On-site Plan Set\60-10_Stacy Allison Way_Phase 2_Details.dwg 2022-2-4 10:35 AM APPROVED LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD SP-1 EXPIRES: 06-30-2022 SCALE IN FEET 0 40' 80' HOOPER STREET NEW STACY ALLISON WAY REFERENCE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR THE CONSTRUCTION OF CARPORTS ON THE PROPERTY. PARKING STALLS THAT OVERHANG A PLANTING AREA ARE 2' SHORTER IN LENGTH. SIGNS SHALL BE MOUNTED IN THE FOLLOWING MANNER: 1: 2" - 12GA SINGLE PERFORATED STEEL SQUARE TUBE AS DESCRIBED AND SPECIFIED ON ODOT STANDARD DETAIL TM681 SHOWN ON SHEET DT-6. 2: POST SHALL BE MOUNTED IN ANCHOR FOUNDATION DESCRIBED IN ODOT STANDARD DETAIL TM687 SHOWN ON SHEET DT-6. 3: SIGNS SHALL BE MOUNTED TO POST PURSUANT TO ODOT STANDARD DETAIL TM676 SHOWN ON SHEET DT-6. GENERAL NOTES: CONSTRUCTION NOTES: CONTRACTOR SHALL PAINT ACCESSIBLE PARKING AREA, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL A CUSTOM SIGN DESCRIBING THE MARKING OF COMPACT STALLS AT THE ENTRANCE OF THE COMPLEX. THE SIGN SHALL READ, "COMPACT STALLS MARKED WITH 12" WHITE LETTERS, "COMPACT ONLY"". CONTRACTOR SHALL INSTALL CONCRETE WHEEL STOPS, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-4. CONTRACTOR SHALL PAINT CURB IN FRONT OF FIRE ACCESS LANE RED, AS SHOWN. CONTRACTOR SHALL PAINT 1' STOP BAR, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM503 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL R1-1 "STOP SIGN", AS SHOWN. REFERENCE DETAIL SHOWN HEREON. CONTRACTOR SHALL ADD VAN-ACCESSIBLE SIGNAGE TO PARKING PLACES PURSUANT TO SINGLE AND DOUBLE ACCESSIBLE PARKING DETAILS SHOWN ON SHEET DT-6. CONTRACTOR SHALL PAINT STANDARD CROSSWALK TWO 1' WHITE BARS, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. COMPACT PARKING STALLS: CONTRACTOR SHALL PAINT 4" WHITE LANE STRIPING, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5, AND DOUBLE STRIPED PURSUANT TO CITY OF WOODBURN DETAIL, SHOWN ON SHEET DT-5. COMPACT PARKING STALLS SHALL BE PAINTED WITH 12" WHITE LETTERS, "COMPACT ONLY". STANDARD PARKING STALLS: CONTRACTOR SHALL PAINT 4" WHITE LANE STRIPING, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-4 AND DOUBLE STRIPED PURSUANT TO CITY OF WOODBURN DETAIL, SHOWN ON SHEET DT-5. CONTRACTOR SHALL PAINT 8" WHITE LANE LINE, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL W14-2 "NO OUTLET" SIGN, AS SHOWN. CONTRACTOR SHALL ALSO INSTALL CUSTOM ALUMINUM SIGN THAT READS "FIRE EXIT DO NOT BLOCK", OR EQUIVALENT, TO INDICATE THAT THE FIRE EXIT SHALL NOT BE BLOCKED AT ANY TIME. CONTRACTOR SHALL PAINT STRAIGHT ARROW FOR ONE-WAY DRIVE AISLE, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM501 ON SHEET DT-5. CONTRACTOR SHALL INSTALL W14-1 "DEAD END" SIGN, AS SHOWN. REFERENCE DETAIL SHOWN HEREON. CONTRACTOR SHALL INSTALL R5-1 "DO NOT ENTER" SIGN, AS SHOWN. REFERENCE DETAIL SHOWN HEREON. AP W-2 CC WCP WSP VA CW S ST R W PHASE 1 NO SA DE DN 13 7.5 26 19 8.1 9.0 9.8 9.8 7.5 7.5 26 9.0 9.0 17 19 20 9.0 9.0 9.0 9.0 9.0 9.0 17 19 20 19 20 9.0 9.0 17 24 19 9.0 9.2 9.0 13 26 19 9.0 9.0 9.8 9.8 9.0 7.5 7.7 9.8 9.8 7.8 7.8 22 22 15 26 19 26 17 22 22 13 19 26 WCP WSP WSP WCP WSP WSP WSP WSP WCP WSP WSP WCP WSP WSP WSP SA SA SA AP WA VA AP VA AP VA CW CW CW NO DE ST DN DN ST 19 AP VA ST CC CW CW CW CW CW R R R R W W W W W A B C D R G E F CLUB HOUSE PLAY AREA PHASE LINE S W-2 STACY ALLISON WAY APARTMENTS WEST COAST HOME SOLUTIONS, LLC 60-10 1" = 40' STRIPING PLAN SP-1 25 OF 34 ---PAGE BREAK--- SP-2 C. FOGERSON P.E C FOGERSON P.E. J. VAN AGTMAEL P.L.S. G. ZARTMAN P.E. CHECKED DRAWN DESIGN 2564 19TH STREET SE Salem, Oregon 97302 (503) 399-3828 ENGINEERING & SURVEYING www.leiengineering.com OF OREGON PREPARED FOR: FILE PATH: P:\60 (West Coast Home Solutions)\60-10 Allison Way Apartments 6-ac\PHASE 2\dwg\On-site Plan Set\60-10_Stacy Allison Way_Phase 2_Details.dwg 2022-2-4 10:36 AM APPROVED LAYOUT SHEET PROJECT NO. SCALE REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LEI ENGINEERING AND SURVEYING OF OREGON, LLC AND IS NOT TO BE USED, WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LEI ENGINEERING. ©LEI ENGINEERING NO. DATE REVISION BY APVD SP-2 EXPIRES: 06-30-2022 SCALE IN FEET 0 40' 80' REFERENCE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS AND SPECIFICATIONS FOR THE CONSTRUCTION OF CARPORTS ON THE PROPERTY. PARKING STALLS THAT OVERHANG A PLANTING AREA ARE 2' SHORTER IN LENGTH. SIGNS SHALL BE MOUNTED IN THE FOLLOWING MANNER: 1: 2" - 12GA SINGLE PERFORATED STEEL SQUARE TUBE AS DESCRIBED AND SPECIFIED ON ODOT STANDARD DETAIL TM681 SHOWN ON SHEET DT-6. 2: POST SHALL BE MOUNTED IN ANCHOR FOUNDATION DESCRIBED IN ODOT STANDARD DETAIL TM687 SHOWN ON SHEET DT-6. 3: SIGNS SHALL BE MOUNTED TO POST PURSUANT TO ODOT STANDARD DETAIL TM676 SHOWN ON SHEET DT-6. GENERAL NOTES: CONSTRUCTION NOTES: CONTRACTOR SHALL PAINT ACCESSIBLE PARKING AREA, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL A CUSTOM SIGN DESCRIBING THE MARKING OF COMPACT STALLS AT THE ENTRANCE OF THE COMPLEX. THE SIGN SHALL READ, "COMPACT STALLS MARKED WITH 12" WHITE LETTERS, "COMPACT ONLY"". CONTRACTOR SHALL INSTALL CONCRETE WHEEL STOPS, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-4. CONTRACTOR SHALL PAINT CURB IN FRONT OF FIRE ACCESS LANE RED, AS SHOWN. CONTRACTOR SHALL PAINT 1' STOP BAR, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM503 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL R1-1 "STOP SIGN", AS SHOWN. REFERENCE DETAIL SHOWN ON SHEET SP-1. CONTRACTOR SHALL ADD VAN-ACCESSIBLE SIGNAGE TO PARKING PLACES PURSUANT TO SINGLE AND DOUBLE ACCESSIBLE PARKING DETAILS SHOWN ON SHEET DT-6. CONTRACTOR SHALL PAINT STANDARD CROSSWALK TWO 1' WHITE BARS, AS SHOWN, PURSUANT TO DETAIL ON SHEET DT-5. COMPACT PARKING STALLS: CONTRACTOR SHALL PAINT 4" WHITE LANE STRIPING, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5, AND DOUBLE STRIPED PURSUANT TO CITY OF WOODBURN DETAIL, SHOWN ON SHEET DT-5. COMPACT PARKING STALLS SHALL BE PAINTED WITH 12" WHITE LETTERS, "COMPACT ONLY". STANDARD PARKING STALLS: CONTRACTOR SHALL PAINT 4" WHITE LANE STRIPING, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5 AND DOUBLE STRIPED PURSUANT TO CITY OF WOODBURN DETAIL, SHOWN ON SHEET DT-5. CONTRACTOR SHALL PAINT 8" WHITE LANE LINE, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM500 SHOWN ON SHEET DT-5. CONTRACTOR SHALL INSTALL W14-2 "NO OUTLET" SIGN, AS SHOWN. CONTRACTOR SHALL ALSO INSTALL CUSTOM ALUMINUM SIGN THAT READS "FIRE EXIT DO NOT BLOCK", OR EQUIVALENT, TO INDICATE THAT THE FIRE EXIT SHALL NOT BE BLOCKED AT ANY TIME. CONTRACTOR SHALL PAINT STRAIGHT ARROW FOR ONE-WAY DRIVE AISLE, AS SHOWN, PURSUANT TO ODOT STANDARD DRAWING TM501 ON SHEET DT-5. CONTRACTOR SHALL INSTALL W14-1 "DEAD END" SIGN, AS SHOWN. REFERENCE DETAIL SHOWN ON SHEET SP-1. CONTRACTOR SHALL INSTALL R5-1 "DO NOT ENTER" SIGN, AS SHOWN. REFERENCE DETAIL SHOWN ON SHEET SP-1. AP W-2 CC WCP WSP VA CW S ST R W NO SA DE DN G R Q H P J L K N M PLAY AREA 26 19 26 26 19 26 26 19 26 19 22 15 26 19 19 26 19 22 7.5 9.0 9.8 9.8 7.5 7.5 7.5 7.5 9.2 9.4 9.0 9.0 19 20 17 17 20 19 20 19 9.0 9.0 9.0 9.0 9.0 19 24 9.0 22 22 22 22 17 17 26 19 24 9.0 9.0 9.0 9.0 19 26 19 9.0 9.0 9.0 7.5 9.0 9.8 7.9 9.8 7.9 9.0 15 17 24 7.5 9.0 19 24 17 13 17 24 9.0 9.0 9.0 9.0 9.0 7.5 9.0 9.0 19 24 17 24 13 7.5 9.0 9.0 17 24 17 24 9.0 9.0 WCP WSP WSP WSP WCP WSP WSP WSP WSP WCP WSP WCP WCP WSP WCP WSP WSP WSP WSP WSP WSP WCP WSP WCP WSP WSP WCP WSP WSP 13 8.0 WCP AP AP VA VA AP VA AP VA VA AP VA AP VA CC ST W W W W W W W W W W DE DN ST DN ST ST ST ST ST R R R R R CW CW CW CW CW CW SA SA SA CW CW CW CW CW CW CW CW NEW STACY ALLISON WAY W-2 S STACY ALLISON WAY APARTMENTS WEST COAST HOME SOLUTIONS, LLC 60-10 1" = 40' STRIPING PLAN SP-2 26 OF 34