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Home My WebLink AboutzR-4192SetN to V 0 0 LU i PLANNING CONDITION: NO WORK IN ANY WETLANDS OR ASSOCIATED BUFFERS ON THE SITE SHALL OCCUR BEFORE EXECUTION OF THE SPRINGBROOK CREEK WETLANDS BANK AGREEMENT BETWEEN THE RENTON SCHOOL DISTRICT AND THE CITY OF RENTON. PROJECT TEAM Owner Renton School District No 403 300 SW 7th St Renton, WA 98057 425.204.2340 Dr. Damien Pattenaude, Superintendent Capital Plannina & Construction Renton School District 7812 S 124th St Seattle, WA W178 425.204.4475 Matt Feldmeyer maRhew.feldmryer@rentonschools.us Traci Brewer-Rogstad tmci.brewerrogstad@rentonschoois.us GC/CM Cornerstone General Contractors, Inc 11805 North Creek Pkwy S. Ste 115 Bothell, WA 98011 425.481.7460 Sam Comer sam@cornerstonegd.com Architect Hutteball+ Oremus Architecture, Inc. 4010 Lake Washington Blvd NE, Ste 320 Kirkland, WA 98033 425K28.8948 Kevin Ommus koremus@hoamh.cem Katie Pond kpond@hoarch.com Ingdda Sanders isanders@hcamh.com LIMITED CIVIL CONSTRUCTION PERMIT APPROVAL NOTE: TRANSPORTATION, SIGNAGE, ELECTRICAL AND LIGHTING PLANS ARE NOT INCLUDED IN THE LIMITED APPROVAL. SHEETS R-41 9277 THROUGH R-41 92102 ARE REQUIRED TO BE RESUBMITTED AND APPROVED THROUGH THE DESIGN CHANGE PROCESS BEFORE CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE. Civil Engineer LPD Engineering PLLC 1932 tat Ave, Ste 201 Seems, WA 98101 206.725.1211 Laurie Harr launep@Ipdengineering.cam Sophia Nespor sophian@lpdengineering.cem Landscape Architect Weisman Design Group, Inc 2329 E Madison St Boards, WA 96112 206.332.1732 Andy Rasmussen andy@wdglnc.cem Todd Yingling todd@wdginc.com Kaylln Cline kaylln@wdginc.com Structural Engineer Coughlin Rader Lundeen 801 2nd Ave, Ste 900 Seattle, WA M104 206.343.01 Chris Duvall chrisd@cpiinc.cam Jason Whitney jasonw@cpiinc.com Kelly Lowe kellyl@cpllnc.com Mechanical Enaineer Matrix Engineers 227 Williams Ave S Renton, WA 98057 425.336.2822 Brady Bell bradyb@metnxeng.com Bobby Pedersen bobbyp@metrixeng.cam Electrical Engineer Hargis Engineers, Inc 1201 3rd Ave, Ste 600 Seattle, WA M101 206,436.0457 Brandon Inman brendon.Inman@hargls.Nz Taylor VanderKley taylor.vanderkley@hargis.biz Klux Rearrest klrk.petersen@hargls.blz Food Service JLR Design Group P.O. Box 3675 Everett, WA 98213 206.625.0070 Garrett Lennon gamett@lirdesigngroup.com New Elementary School #16 Renton School District No. 403 Building Enclosure Consultant Owner's Environmental Consultant Building Envelope Engineers The Watershed Company 170 W Dayton St. Ste 206 750 6th St S Edmonds, WA M020 KIMIantl, WA 98033 425.672.3900 425,822.5242 Chad Smith chad@bee-engineem.com Hugh Mortensen hmortensen@watemhedca.com TransDortation Consultant TENW 11400 SE Bit St, Ste 200 Bellevue, WA 98004 206.817.MW Chris Blcket bicket@temv.com Trevor Takers takara@tenw.Wm Owner's Traffic Consultant HBHron Transportation Inc 6544 NE 61 at St Searle, WA 98115 206.527.8410 Tod McBryan tcd@heffirans.com Estimator Owner's Surveyor Owner's Geotechnical Engineer JMB Consulting Group LLC Tetrad Associates Earth Science, Inc 4320 29th Ave W 1W01 Main St, Ste 102 911 5th Ave, Ste 100 Seattle, WA WIN Bellevue, WA 98T04 Kirkland, WA98033 206.708.7280 425AW.4488 425.827.7701 Jon Bayles jon.bayles@lmbconsulWggroup.com David Livingston devidl@temane.net Kurt Merriman kmerriman@aesge000m Bruce Guenter bruceg@a isgeo ern Acoustical Engineer Owner's Land Use Planner Commissioning Stantec Brent Planning Solutions Sedan Environmental Services 720 3rd Ave, Ste 1500 P.O. Box 1586 600 Stewart St, Ste 1400 Seattle, WA 96104 Mukilteo, WA M275 Seattle, WA M101 206.224.3671 425.971.6409 206.267.17W Basel Jurdy baseLlurdy@stantec.cem Laura Brent Ibrent@brentpianningsoludons.cnm Shane Dolg sdoig@sazan.com Adam Opera adam.opsata@stantec.com H U T T E B A LL' SUIT LAKE WASHINGTON BLVD NE SUITE 320 REGISTERED ARCHIIE T KIRKLAND, WA 98033 t t 3 + 0 R E M U S 425.828.8948 tannin Paul architecture HOARCH.COM STATE OF wASHINGTOH 40. CIVIL CONSTRUCTION PERMIT DRAWING INDEX GENERAL LIGHTINGIELECTRICAL GO.0 Drawing Index & General Information CEO.01 Electrical Legend and Drawing Index GO.1 Conditions cr Approval CEO.02 Electrical Abbreviations and General Notes CE0.04 Light Fixture Schedule SURVEY CED1 OOA Electrical Demolition Site Plan 1 of 12 Survey CED1 SOB Electrical Demolition Site Plan 2 of 12 Survey CEI.ODA Electrical Site Plan 3 of 12 Survey CEI.00B Electrical Site Plan 4 of 12 Survey CEI.00LA Site Photometric Plans 5 of 12 Survey CEI.00LB Site Photometric Plans 6 of 12 Survey CE1.01A Telecom Site Plan 7 of 12 Survey CE1.01B Telecom Site Plan 8 of 12 Survey CE1.02 Electrical Street Frontage Plan 9 of 12 Survey CE1.021- Electrical Steel Frontage Photometric Plan 10 of 12 Survey CE2.01 Electrical Details 11 of 12 Survey CE2.02 Electrical Details 12 of 12 Survey CE2.03 Electrical Details 13 of 13 Survey SIGNALIZATION CIVIL PM-01 Pavement Markings & Signage Plan CS0 Cover PM-02 Pavement Markings & Signage Plan C1.0 TESC and Demolltlon Overall Plan PM-03 Pavement Makings & Signage Plan CIA TESC and Demolition Plan TS-01 Traffic Signal Plan C1.2 TESC and Demolition Plan TS-02 Thai Signal Wiring Diagram C1.3 TESC and Demolition Plan TS-03 Traffic Signal Pole Placement Detail C1.4 TEED and Demolition Plan TS-04 Traffic Signal Pole Schedule C1.5 TEED and Demolition Plan TS-05 NE 10dr/Duvall Photometric Calculations C1.6 TEED and Demolition Plan TS-06 Flashing Beacon Plan NE 10th St C1.7 TESC and Demolition Details TS-07 Flashing Beacon Plan NE 10th St C1.8 TEED and Demolition Notes C2.0 Grading and Drainage Overall Plan LANDSCAPE C2.1 Grading and Drainage Plan LOS Tree Retention Overall Plan C22 Grading and Drainage Plan LOA Tree Retention Worksheel& Detail C2.3 Grading and Drainage Plan 1-0.2 Calculations & Notes & Replacement Tree Schedule C2.4 Grading and Drainage Plan Li.O Site Overall Plan C2.5 Grading and Drainage Plan 11.1 Site Plan Enlargement C2.6 Drainage Notes 11.2 Site Plan Enlargement C2.7 Drainage Details 1-1.3 Site Plan Enlargement C2.8 Drainage Details 11.4 Site Plan Enlargement C2.9 Drainage Details 11.5 Site Plan Enlargement C2.10 Detention Details 11.6 Site Improvement Legend and Geneml Notes C2.11 Detention Details 12.0 Planting Overall Plan C2.12 Detention Details 12.1 Planting Plan Enlargement C2.13 Site Sections 12.2 Planting Plan Enlargement C2.14 Site Sections L2.3 Planting Plan Enlargement C2.15 Site Sections L2.4 Planting Plan Enlargement C2.16 Grading Blow Up Detail 12.5 Planting Plan Enlargement C3.0 Utility Overall 12.6 Planting Schedule C3.1 Utility Plan 12.7 Planting Schedule and Details C3.2 Utility Plan 0.0 Irrigation Overall Plan C3.3 Utility Plan 0.1 Irrigation Plan Enlargement C3.4 Utility Plan 1-3.2 Irrigation Plan Enlargement C3.5 Utility Plan 1-3.3 Irrigation Plan Enlargement C3.6 Water Details 13.4 Irrigation Plan Enlargement C3.7 Water Details 0.5 Irrigation Plan Enlargement C3.8 Sewer Details 0.6 Irrigation Legend C3.9 Sewer Profiles 1-3.7 Irrigation Details C3.10 Water Profiles US Irrigation Details C3.11 Water Profiles 0.9 Irrigation Details C3.12 Water Profiles 14.0 Details C4.0 Paving Overall Plan 14.1 Details C4.1 Paving Plan 14.2 Details C4.2 Paving Plan 14.3 Details C43 Paving Plan 14.4 Details C4 4 Paving Plan 14.5 Details C4.5 Paving Plan 1-4.6 Details C4.6 Paving Details 14.7 Details C4.7 Paving Details L5.0 Subdminage Plan G5.0 Horizontal Crossing Plan C5.1 Horizontal Crossing Plan WETLAND MITIGATION C5.2 Horizontal Crossing Plan W 1 Existing Conditions C5.3 Horizontal Crossing Plan W2 Impacts and Mitigation C5.4 Horizontal Crossing Plan W3 Site Preparation Plan C5.5 Horizontal Crossing Plan W4 Planting Plan and Plant Schedule C6.0 Frontage Overall Plan W5 Plant Installation Details and Notes C6.1 Frontage Plan Chelan Ave NE W6 Mitigation Details C6.2 Frontage Plan Duvall Ave NE W7 Mitigation Notes C6.3 Frontage Plan Duvall Ave NE C6.4 Frontage Plan Duvall Ave NE C6.5 Frontage Driveway and Ramp Details 06.6 Frontage Sections Duvall Ave N C6.7 Frontage Details f� Inlmllar, rlw trMrN , CITY OF allRENTON aw °K M°1 DATUM Planning/Building/Public Works Dept. REVISION BY DATE APPR 41I010 DEVELOPMENT ENGINEERING O azoo 1 sippo m04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY JFarah 04/11/2022 O O 0 N Q Z) J CD O O O O N A, 7 OD N O N U) REGIONAL FIRE AUTHORITY t Z APPROVED ( WATER UTILITY w cthomas 04/11/2022 d agatour 04/13/2022 O NEW ELEMENTARY SCHOOL #16 044 MAR 2022 UO 1075 DUVALL AVE NEIlluminati o RENTON, WA 98059 DRAWING INDEX& 30.0 Q GENERAL INFORMATION slashI "ata7 LU N to V 0 0 LU i PLANNING CONDITION: NO WORK IN ANY WETLANDS OR ASSOCIATED BUFFERS ON THE SITE SHALL OCCUR BEFORE EXECUTION OF THE SPRINGBROOK CREEK WETLANDS BANK AGREEMENT BETWEEN THE RENTON SCHOOL DISTRICT AND THE CITY OF RENTON. PROJECT TEAM Owner Renton School District No 403 300 SW 7th St Renton, WA 98057 425.204.2340 Dr. Damien Pattenaude, Superintendent Capital Plannina & Construction Renton School District 7812 S 124th St Seattle, WA W178 425.204.4475 Matt Feldmeyer maRhew.feldmryer@rentonschools.us Traci Brewer-Rogstad tmci.brewerrogstad@rentonschoois.us GC/CM Cornerstone General Contractors, Inc 11805 North Creek Pkwy S. Ste 115 Bothell, WA 98011 425.481.7460 Sam Comer sam@cornerstonegd.com Architect Hutteball+ Oremus Architecture, Inc. 4010 Lake Washington Blvd NE, Ste 320 Kirkland, WA 98033 425K28.8948 Kevin Ommus koremus@hoamh.cem Katie Pond kpond@hoarch.com Ingdda Sanders isanders@hcamh.com LIMITED CIVIL CONSTRUCTION PERMIT APPROVAL NOTE: TRANSPORTATION, SIGNAGE, ELECTRICAL AND LIGHTING PLANS ARE NOT INCLUDED IN THE LIMITED APPROVAL. SHEETS R-41 9277 THROUGH R-41 92102 ARE REQUIRED TO BE RESUBMITTED AND APPROVED THROUGH THE DESIGN CHANGE PROCESS BEFORE CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE. Civil Engineer LPD Engineering PLLC 1932 tat Ave, Ste 201 Seems, WA 98101 206.725.1211 Laurie Harr launep@Ipdengineering.cam Sophia Nespor sophian@lpdengineering.cem Landscape Architect Weisman Design Group, Inc 2329 E Madison St Boards, WA 96112 206.332.1732 Andy Rasmussen andy@wdglnc.cem Todd Yingling todd@wdginc.com Kaylln Cline kaylln@wdginc.com Structural Engineer Coughlin Rader Lundeen 801 2nd Ave, Ste 900 Seattle, WA M104 206.343.01 Chris Duvall chrisd@cpiinc.cam Jason Whitney jasonw@cpiinc.com Kelly Lowe kellyl@cpllnc.com Mechanical Enaineer Matrix Engineers 227 Williams Ave S Renton, WA 98057 425.336.2822 Brady Bell bradyb@metnxeng.com Bobby Pedersen bobbyp@metrixeng.cam Electrical Engineer Hargis Engineers, Inc 1201 3rd Ave, Ste 600 Seattle, WA M101 206,436.0457 Brandon Inman brendon.Inman@hargls.Nz Taylor VanderKley taylor.vanderkley@hargis.biz Klux Rearrest klrk.petersen@hargls.blz Food Service JLR Design Group P.O. Box 3675 Everett, WA 98213 206.625.0070 Garrett Lennon gamett@lirdesigngroup.com New Elementary School #16 Renton School District No. 403 Building Enclosure Consultant Owner's Environmental Consultant Building Envelope Engineers The Watershed Company 170 W Dayton St. Ste 206 750 6th St S Edmonds, WA M020 KIMIantl, WA 98033 425.672.3900 425,822.5242 Chad Smith chad@bee-engineem.com Hugh Mortensen hmortensen@watemhedca.com TransDortation Consultant TENW 11400 SE Bit St, Ste 200 Bellevue, WA 98004 206.817.MW Chris Blcket bicket@temv.com Trevor Takers takara@tenw.Wm Owner's Traffic Consultant HBHron Transportation Inc 6544 NE 61 at St Searle, WA 98115 206.527.8410 Tod McBryan tcd@heffirans.com Estimator Owner's Surveyor Owner's Geotechnical Engineer JMB Consulting Group LLC Tetrad Associates Earth Science, Inc 4320 29th Ave W 1W01 Main St, Ste 102 911 5th Ave, Ste 100 Seattle, WA WIN Bellevue, WA 98T04 Kirkland, WA98033 206.708.7280 425AW.4488 425.827.7701 Jon Bayles jon.bayles@lmbconsulWggroup.com David Livingston devidl@temane.net Kurt Merriman kmerriman@aesge000m Bruce Guenter bruceg@a isgeo ern Acoustical Engineer Owner's Land Use Planner Commissioning Stantec Brent Planning Solutions Sedan Environmental Services 720 3rd Ave, Ste 1500 P.O. Box 1586 600 Stewart St, Ste 1400 Seattle, WA 96104 Mukilteo, WA M275 Seattle, WA M101 206.224.3671 425.971.6409 206.267.17W Basel Jurdy baseLlurdy@stantec.cem Laura Brent Ibrent@brentpianningsoludons.cnm Shane Dolg sdoig@sazan.com Adam Opera adam.opsata@stantec.com H U T T E B A LL' SUIT LAKE WASHINGTON BLVD NE SUITE 320 REGISTERED ARCHIIE T KIRKLAND, WA 98033 t t 3 + 0 R E M U S 425.828.8948 tannin Paul architecture HOARCH.COM STATE OF wASHINGTOH 40. CIVIL CONSTRUCTION PERMIT DRAWING INDEX GENERAL LIGHTINGIELECTRICAL GO.0 Drawing Index & General Information CEO.01 Electrical Legend and Drawing Index GO.1 Conditions cr Approval CEO.02 Electrical Abbreviations and General Notes CE0.04 Light Fixture Schedule SURVEY CED1 OOA Electrical Demolition Site Plan 1 of 12 Survey CED1 SOB Electrical Demolition Site Plan 2 of 12 Survey CEI.ODA Electrical Site Plan 3 of 12 Survey CEI.00B Electrical Site Plan 4 of 12 Survey CEI.00LA Site Photometric Plans 5 of 12 Survey CEI.00LB Site Photometric Plans 6 of 12 Survey CE1.01A Telecom Site Plan 7 of 12 Survey CE1.01B Telecom Site Plan 8 of 12 Survey CE1.02 Electrical Street Frontage Plan 9 of 12 Survey CE1.021- Electrical Steel Frontage Photometric Plan 10 of 12 Survey CE2.01 Electrical Details 11 of 12 Survey CE2.02 Electrical Details 12 of 12 Survey CE2.03 Electrical Details 13 of 13 Survey SIGNALIZATION CIVIL PM-01 Pavement Markings & Signage Plan CS0 Cover PM-02 Pavement Markings & Signage Plan C1.0 TESC and Demolltlon Overall Plan PM-03 Pavement Makings & Signage Plan CIA TESC and Demolition Plan TS-01 Traffic Signal Plan C1.2 TESC and Demolition Plan TS-02 Thai Signal Wiring Diagram C1.3 TESC and Demolition Plan TS-03 Traffic Signal Pole Placement Detail C1.4 TEED and Demolition Plan TS-04 Traffic Signal Pole Schedule C1.5 TEED and Demolition Plan TS-05 NE 10dr/Duvall Photometric Calculations C1.6 TEED and Demolition Plan TS-06 Flashing Beacon Plan NE 10th St C1.7 TESC and Demolition Details TS-07 Flashing Beacon Plan NE 10th St C1.8 TEED and Demolition Notes C2.0 Grading and Drainage Overall Plan LANDSCAPE C2.1 Grading and Drainage Plan LOS Tree Retention Overall Plan C22 Grading and Drainage Plan LOA Tree Retention Worksheel& Detail C2.3 Grading and Drainage Plan 1-0.2 Calculations & Notes & Replacement Tree Schedule C2.4 Grading and Drainage Plan Li.O Site Overall Plan C2.5 Grading and Drainage Plan 11.1 Site Plan Enlargement C2.6 Drainage Notes 11.2 Site Plan Enlargement C2.7 Drainage Details 1-1.3 Site Plan Enlargement C2.8 Drainage Details 11.4 Site Plan Enlargement C2.9 Drainage Details 11.5 Site Plan Enlargement C2.10 Detention Details 11.6 Site Improvement Legend and Geneml Notes C2.11 Detention Details 12.0 Planting Overall Plan C2.12 Detention Details 12.1 Planting Plan Enlargement C2.13 Site Sections 12.2 Planting Plan Enlargement C2.14 Site Sections L2.3 Planting Plan Enlargement C2.15 Site Sections L2.4 Planting Plan Enlargement C2.16 Grading Blow Up Detail 12.5 Planting Plan Enlargement C3.0 Utility Overall 12.6 Planting Schedule C3.1 Utility Plan 12.7 Planting Schedule and Details C3.2 Utility Plan 0.0 Irrigation Overall Plan C3.3 Utility Plan 0.1 Irrigation Plan Enlargement C3.4 Utility Plan 1-3.2 Irrigation Plan Enlargement C3.5 Utility Plan 1-3.3 Irrigation Plan Enlargement C3.6 Water Details 13.4 Irrigation Plan Enlargement C3.7 Water Details 0.5 Irrigation Plan Enlargement C3.8 Sewer Details 0.6 Irrigation Legend C3.9 Sewer Profiles 1-3.7 Irrigation Details C3.10 Water Profiles US Irrigation Details C3.11 Water Profiles 0.9 Irrigation Details C3.12 Water Profiles 14.0 Details C4.0 Paving Overall Plan 14.1 Details C4.1 Paving Plan 14.2 Details C4.2 Paving Plan 14.3 Details C43 Paving Plan 14.4 Details C4 4 Paving Plan 14.5 Details C4.5 Paving Plan 1-4.6 Details C4.6 Paving Details 14.7 Details C4.7 Paving Details L5.0 Subdminage Plan G5.0 Horizontal Crossing Plan C5.1 Horizontal Crossing Plan WETLAND MITIGATION C5.2 Horizontal Crossing Plan W 1 Existing Conditions C5.3 Horizontal Crossing Plan W2 Impacts and Mitigation C5.4 Horizontal Crossing Plan W3 Site Preparation Plan C5.5 Horizontal Crossing Plan W4 Planting Plan and Plant Schedule C6.0 Frontage Overall Plan W5 Plant Installation Details and Notes C6.1 Frontage Plan Chelan Ave NE W6 Mitigation Details C6.2 Frontage Plan Duvall Ave NE W7 Mitigation Notes C6.3 Frontage Plan Duvall Ave NE C6.4 Frontage Plan Duvall Ave NE C6.5 Frontage Driveway and Ramp Details 06.6 Frontage Sections Duvall Ave N C6.7 Frontage Details f� Inlmllar, rlw trMrN , CITY OF allRENTON aw °K M°1 DATUM Planning/Building/Public Works Dept. REVISION BY DATE APPR 41I010 DEVELOPMENT ENGINEERING O azoo 1 sippo m04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY JFarah 04/11/2022 O O 0 N Q Z) J CD O O O O N A, 7 OD N O N U) REGIONAL FIRE AUTHORITY t Z APPROVED ( WATER UTILITY w cthomas 04/11/2022 d agatour 04/13/2022 O NEW ELEMENTARY SCHOOL #16 044 MAR 2022 UO 1075 DUVALL AVE NEIlluminati o RENTON, WA 98059 DRAWING INDEX& 30.0 Q GENERAL INFORMATION slashI "ata7 LU N a) V 00 v 0 w i HEARING EXAMINER CONDITIONS 1. The Applicant shall comply with the mitigation measures required as pad of the MMgaletl Determination of Non-Slgnicance Issued by the Renton School District on June 21, 2021 (Exhibit 5): 1.1. There are two existing wetlands on -ate. The project avoids impacts to the higher -functioning, Category III, Wetland C, and limits permanent impacts to the lower -functioning, Category IV, Wetland B. The buffer area temporarily impacted by clearing and grading associated with the installadon of the muM-use playfield is vegetated with Invasive or non-native vegetation. Mitigation and restoration of Wetland C will be Provided consistent with City standards. The proposed filling of Welland B will be mltlgatetl through the use of a wetland bank, as approved by the City. A comprehensive five-year maintenance and monitoring plan Is Included In the mMgedion plan. This plan will ensure that proposed enhancement plantings will be maintained, monkmed, and successfully established within the first five years following Implementation. 1.2. For security reasons, black vinyl -coated, four- or six -foot -tall chain link fencing is proposed to be installed along the property boundaries (a six -fold -tall cedar fence will be installed along a portion of the southern boundary). To minimize impacts to Wetand C and its buffer, the fabric will be mixed 12 inches off the ground to allow the passage of small animals. Concrete footings will not be utilized to secure fence posts in wetland areas. The fencing will be reviewed and approved by the City. 1.3. The District will require the selected contractor to develop a construction management plan (CMP) that addresses traffic and pedestrian control during school concoction. 11. The Applicant shall submit a rooftop equipment exhibit with the elevation plans associated with the building permit application. The exhibit shall provide cross section details and Ident fy proposed rooftop screening that Is Integral and complementary to architecture of the buildings. The exhibit shall be reviewed and approved by the Current Planning Project Manager. 12. The Applicant shall submit alighting and photometric plan at the time of building permit application for review and approval by the Current Planning Project Manager prior to building permit approval. 13. The Applicant shall submit a revised utility plan with the civil construction permit application that extends the Duvall Ave NE sidewalk across both bus lane driveways removing the painted crosswalks. The revised plan shall be reviewed and approved by the Current Planning Project Manager prior to permit issuance. 14. The Applicant shall submit a revised utility plan AM the cMl construction permit application that replaces the painted crosswalks AM concrete or stamped asphalt for the north/souM pedestrian walkway through the parking lot. The revised All plan shall be reviewed and approvetl by the Current Planning Project Manager prior to permit Issuance. 15. The Applicant shall provide revised plans with the civil construction permit application Nat locates all required frontage improvements within the ROW. The location of the ROW improvements shall be submitted to and approved by the Current Planning Project Manager at the time of civil construction permit application review. 16. The Applicant Shell Include Chelan PI NE In the Transportatlon Management Plan and Install Clly-approved slgnage that 1.4. The City collects transportation impact fees and has outlined fee rates for a variety of uses. The transportadon discourages pick-up and drool of students from the subject street. impact fee for the elementary school project is calculated to be $356,377. This relates to a fee rate of about $4.63 per square foot (SF) based on the proposed school size of 77,000 SF. The Impact fee All be paid, AM 17. The Applicant shall increase the number and size of trees in the area between Duvall Ave NE and the bus lane and the the final fee established by the City. penmeter area near the outdoor classroom on the north aide of the site. The Applicent shall utilize larger spades such as standard Western red cedar and Douglas firs, or an alterradve approved by the Current Planning Project Manager. The 1.5. In order to comply with street frontage Improvement requirements outlined by the City, to project Wit dedicate landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to civil construction rlgM-of-wey along the street frontages of Duvall Ave NE and Chelan Ave NE. permit approval. 1.6. Frontage improvements will be made along Duvall Ave NE and Chelan Ave NE. The District will coordinate 18. The conshuctlon shall comply with the Updated Subsurface Exploration and Geotechnlcal Engineering Report (Exhibit with the City to integrate the dedication areas and frontage improvements with the City's planned roadway 17), prepared by Associated Earth Sciences, Inc, dated December 22, 2020, or future addenda. Improvement In that segment. 19. The Applicant shall apply for and obtain a combined critical areas exemption for proposed temporary impacts and 1.7. To caldigate school -related traffic Impacts, the project will Install a thal signal (replacing the existing HAWK mitigation in the Welland C buffer prior to construction permit issuanceu beacon signal) at the NE 1 Oth Street / Duvall Ave NE Intersection. Installation of the new traffic signal will Include pedestrian actuated signals and crosswalks on all four legs and final resign will be approved by the 20. The Applicant shall submit payment for the mitigation bank credits prior the start of any contraction activity within the City. boundary of Wetland B. 1.8. To ensure safe routes to school access, the District will construct a sidewalk along the 1155 Duvall Ave NE frontage with ramp at HE 12th St Design and construction of the sidewalk Improvements Is being discussed with the City, with the final design to be reviewed and approved by the City. 1.9. To discourage pick-up and drop-off on Chelan Ave NE, the District will Install City approved signal at the Intersection of NE 1IXh St and Chelan Ave NE that Idendfles the street as a no vehicle pick-up or drop-off area. The District will develop a Transportation Management Plan TIME) to educate families about the access loadlunload procedures for the site's layout. The plan will define clear procedures and travel routes for family vehicles and instruct family drivers not to block or partially block travel lanes AM queued or waking vehicles. The TMP will include one school year of monitoring and other requirements, which may be required by the City. The TMP will be reviewed and approved by the City prior to Temporary Cerificate of Occupancy. 2. The Applicant shall recerd a formal Lot Combination In order to ensure the proposed buildings are not bulk across property lines. The Instrument shall be recorded prior to Temporary Certificate of Occupancy. 3. The Applicant shall recelve preliminary approval of the street vacation from City Coundl prior to Issuance of Me dvil construction permit. Final approval of the street vacetion(s) shall be completetl prior to Temporary Certificate of Occupancy. 4. The Applicant shall submit a detalled landscape plan documenting compliance AM the street tree standards, requirements of the Approved Steel Tree List and Spacing Guidelines, and other applicable sections of RMC "- 070. The landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 5. The Applicant shall submit a detailed landscape plan documenting compliance with the landscaping screening standards for non-residential development in residential zones in RMC44-070. The landscape plan shall be submMed to and approved by the Current Planning Project Manager prior to construction permit approval. 6. The Applicant shall submit a detailed landscape plan documenting compliance with the visual buffers requirements for properties arching resltlentlal lots, specifically with respect to the Moth and planting standards set fold In RMC 44-070F.4. In addition, the Applicant shall Increase Me number and size of have on the southern potion of Me aka between the parking lot and the residences to the south and shall utilize larger species such as standard Western red cedar, Douglas fir, or an alternative approved by the Current Planning Project Manager. The landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to civil construction permit approval. 7. The Applicant shall submit a detalled landscape plan that Identifies the replacement trees meeting the replacement requirements of RMC 4-4-130 Including clear Indicated of the 50-percent credit limitation for those trees that are required landscaping as Indicated In the replacement ratio of RMC 44-130H.10. Fee4n-Ileu may also be considered k replacement onske Is not feasible. The landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to dull construction permit approval. 8. The Applicant shall submit a revised site plan with the building permit application that identifies a refuse and recyclables enclosure compliant with the size requirements in RMC 44-090E.3 or obtain modification approval to reduce the minimum size requirements. The revised site plan or modification shall be submitted to and approved by the Current Planning Project Manager prior W building permit approval. 9. The Applicant shall submit a defiled landscape plan shoving all fences behind the required landscaping along all property lines. The landscape plan shall be submitted to and approved by the Current Planning Project Manager prior to construction permit approval. 10. The Applicant shall submit a surface mounted udilty plan that Includes crosssedion details with the civil concoction permit application. The Applicant shall work with franchise utilldes to ensure, as practical, uMlty boxes are located out of public ROW view, active common open spaces, and they shall not displace required landscaping areas. The plan shall provide and Identify screening measures consistent with the overall design of the development. The surface mounted utility plan shall be reviewed and approved by the Current Planning Project Manager prior o permit Issuance. 21. The Applicant shall submit the draft Native Growth Protection Easement documents with Me construction permit application submittal. The documents shall be reviewed and approved by the Current Planning Project Manager prior to avil construction permit issuance. Additionally, the Applicant shall be required to recortl the easement and related documents prior to issuance of a Temporary Certificate of Occupancy. H U T T E B A LL' SUIT LAKE WASHINGTON BLVD NE SUITE 320 REGISTERED ARCHIIE T KIRKLAND, WA 96033 t r 3 + 0 R E M U S 425.828.8948 Kofflln Pork architecture HOARCH.COM STATE OF WASHINGTON 40. SEPA CONDITIONS WATER • There are two existing wetlands on -site. The project avods impacts to the higher -functioning, Category III, Wetland C, and limits permanent impacts to the lower -functioning, Category IV, Weiland B. The buffer area temporarily impacted by clearing and grading associated with the installation of vie multiuse playfield is vegetated with invasive or non-native vegetation. Mitigadon and restoration of Weiland C will be provided consistent with City standards. The proposed filling of Wetland B will be mitigated through the use of a wetland bank, as approved by the Clty, A comprehensive five-year maintenance and monitoring plan Is Included In the mitigation plan. This plan will ensure that proposed enhancement plantings will be maintained, monitored, and successfully established within the first Ave years following Implementation. • For sordidly reasons, black vinyl -coated, four- or six -foot -tall chain link fencing Is proposed to be Installed along the property boundaries (a six -foot -tall cedar fence will be Installed along a portion of the southern boundary). To minimize Impacts to Wetland C and Its buffer, the fabric will be raised 12 Inches off Me ground to allow the passage of small animals. Concrete footings will not be utilized to severe fence posts in wetland areas. The fencing will be reviewed and approved by the City. TRANSPORTATION • The District will require the selected contractor to develop a construction management plan (CMP) that addresses the lc and pedestrian control during school construction. • The CRY collects transportation Impact fees and has outlined fee rates for a variety of uses. The transportation impactfee for the elementaryschool project is calculated to be $356,377. This relates To also rate of about $4.63 per square foct (SF) based on the proposed school size of 77,000 SF. The impact fee will be paid, with the final fee established by the City. • In order to comply with street frontage Improvement requirements outlined by the City, the project will dedicate right-of-way along the street frontages of Duvall Ave NE and Chelan Ave NE. • Frontage Improvements will be made along Duvall Ave NE and Chelan Ave NE. The Dlstdd will coordinate AM the City TO Integrate the dedication areas and frontage Improvements with the CRY's planned roadway Improvement in that segment. • To mitigate school -related traffic Impacts, the project will Install a tral signal(replacing the existing HAWK beacon signal) at the NE IOth Street / Duvall Ave NE Intersection. Installation of the new traffic signal will Include pedestrian actuated signals and crosswalks on all four legs and final design will be approved by the City • To ensure safe routes to school access, the District will construct a sidewalk along the 1155 Duvall Ave NE frontage whir ramp at NE 12th SL Design and construction of the sidewalk Improvements Is being discussed AM the City, with the final design to be reviewed and approved by Me City. • To discourage pick-up and droPoff on Chelan Ave NE, the District will install CRY approved signal at the intersection of NE 1Mh St and Chelan Ave NE that identifies the street as a no vehicle pickup or dl area. • The District All develop a Transponadon Management Plan (TMP) to educate families about the access load/unload procedures for the site's layout. The plan will define clear procedures and travel routes for family vehicles and Instruct family All not to block or pardially block travel lanes Am queued or welding vehicles. The TMP will Include one school year of monitoring and other requirements, which may be required by the City. The TMP will be revlewetl and approved by the City prior to Temporary Certificate of Occupancy. LEGAL DESCRIPTION LOT THE SOUTH 125 FEET OF THE WEST 142.2 FEET OF THE SOUTH 200 FEET OF THE NORTH 230 FEET OF THE EAST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. LOT 3 PARCELA: THE SOUTH 130 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCELS: AN EASEMENT FOR INGRESS AND EGRESS OVER THE EAST 30 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 130 FEET THEREOF, LOT THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 230 FEET THEREOF. AND EXCEPT THAT PORTIONS THEREOF DEEDED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 6387726. LOT 5 THE SOUTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 1 ACRE THEREOF. LOT 6 THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 1SO FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR 137TH AVENUE S.E., BY DEED RECORDED UNDER RECORDING NO. 5407402; ALSO EXCEPT THE EAST 42 FEET THEREOF CONVEYED TO KING COUNTY FOR 1WTH AVENUE S.E., BY DEED RECORDED UNDER RECORDING NO. 6387723. LOTS 7 AND 10 PARCEL A (LOT 10): THE NORTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: EXCEPT THE SOUTH 142 FEET. PARCEL B (LOT 7); THE SOUTH 1 ACRE OF THE SOUTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B-1: AN EASEMENT FOR INGRESS AND EGRESS OVER THE WEST 30 FEET AND THE NORTH 30 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10. AS ESTABLISHED BY AUDITOR'S FILE NOS. 1254827 AND 3483200. NOTE: DOCUMENT REFERENCE APPEARS TO BE ERRONEOUS. LOT 9 THE SOUTH 130 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF FOR 135TH AVENUE SOUTHEAST; AND EXCEPT THE EAST 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSE BY DEED RECORDED AUGUST 6, 1968 UNDER RECORDING NO.6387730. LOTS 11 AND 12 PARCEL A (LOT 11): PARCEL A-1: THE NORTH 110 FEET OF THE WEST 180 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER IF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 12 FEET THEREOF. PARCEL A-2: THE NORTH 110.04 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 180 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RIGHT OF WAY FOR 138TH AVENUE SOUTHEAST. PARCELS (LOT 12): THE SOUTH 148 FEET OF THE NORTH 251TW FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF. LOT 14 THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN COUNTY, WASHINGTON: EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 11 O.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET, LESS THE EAST 18 FEET OF THE WEST W FEET; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO.6380985. f� roloary, rlw trMrH , CITY OF IxYtitt RENTON aw °K M°1 DATUM seat � Planning/Building/Public Works Dept. REVISION BY DATE APPR xraorm IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O 0 N Q Z) J O O O O N 7 0) DO N O CIP pp o 04/13/2022 NW1 r LU w M NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 98059 CONDITIONS OF APPROVAL 04 MAR 2022 0 o Q d N� GO, 1 smt 2 p 147 LEGALV N a) REFERENCE SHEETS 11 - 13 qq ��+�+ ��T/��+ i Affi— (F ii't wCS W ACCEPTED BEARING OF N 88'29'24" E ON CENTERLINE OF NE 10TH STREET PER R1 IMENUS R1. PLAT, VOL. 211, PG. 042, RECORDS OF KING COUNTY, WASHINGTON. BE. SHORT PLAT, VOL. 259, PG. 243. RECORDS OF KING COUNTY, WASHINGTON. R3. SHORT PLAT, VOL. 285, PG. 163, RECORDS OF KING COUNTY, WASHINGTON. MMULPARM NAVD88 PER RENTON BENCHMARK 1848 W 1/4 CORNER SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M. FOUND A 1-1/2" FLAT BRASS DISK WITH A PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT, DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 8TH COURT & UNION AVENUE NE. ELEV=411.28' LEGM ASPHALT SURFACE IL WETLAND FLAG BRICK SURFACE e0L0 BOLLARDS 1 ELECTRIC EASEMENT BUILDING �( CENTERLINE ROW CULVERT PIPE INGRESS/EGRESS EASEMEN 0 CONCRETE SURFACE r----1 RETAINING WALL ACCESS/UTIL. EASEMENT ® DECK — DITCH (FL OWLINE) EASEMENT FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) t} nRE HYDRANT G GAS LINE AF AUDITOR'S FILE G❑ GAS METER BLDG BUILDING A GAS VALVE C.C. CENTER CHANNEL F 'I GRAVEL SURFACE CALCD CALCULATED > GUY ANCHOR CB CATCH BASIN CI INLET (TYPE 1) C.O.R. CITY OF RENTON IPO IRON PIPE (FOUND) LUM LUMINAIRE GONG CONCRETE •® NAIL AS NOTED COB CORNER M(RESIDENTIAL) DEC DECIDUOUS MONUMENT •� NT IN CASE (FOUND) ELEV ELEVATION PST❑ POST EVG EVERGREEN PH❑ POWER HAND HOLE FF FINISH FLOOR P❑ POWER METER G GAS P POWER (OVERHEAD) L56 LAND SURVEYOR NUMBER UP POWER (UNDERGROUND) MEAS MEASURED PPO POWER POLE MON MONUMENT O� POWER POLE W/ LIGHT CHIP OVERHEAD POWER PWR SENTRYE] POWER SENTRY OHT OVERHEAD TELEPHONE O RECAP AS NOTED (FOUND) PP POWER POLE REPAIR & CAP (SET) PROP PROPERTY —SS— SEWER LINE (R) RECORD DATA r) SEWER MANHOLE 4{ SIGN (AS NOTED) NOS RECORD OF SURVEY STORM MANHOLE SD SERVICE DRAIN SD STORM DRAIN LINE SSMH SANITARY SEWER MANHOLE 555 SANITARY 510E SEWER YJTI�Y LEST PIT SF SQUARE FEET TEL SENTRY p TELEPHONE SENTRY W WATER — W— WATER LINE WATER METER WWµyyy��1VVVVVVWM��.^, WATER dVALVE WETLAND EA /l\lM / lYF M 1 K FOUND MON IN CASE BRASS DISK. DOWN 0.8' C.O.R. 159 3C INGRESS, EGRESS & UTILITIES 7*1 T,, REG.NNOO, 45(50033/55911.� I/II! S., N 8898'51' W 2637.06' v — 329.63' ' N 00VSQM W 30.w, ;1 I" MATCH LINE — SHFFT i MATCH LINE — SHEET 3 30' WATER PIPES ESM'T REC. NO. 4732276 LOT 3 MATCH LINE - SHEET 3 MATCH LINE— SHEFT 1 5 d / qq U(Dd 10 .E - SHEET 5 �ic-:I'.,n I_NE - SHEET 7 F � A P FOUND MON IN CASE BRASS DISK, DOWN 0.4' C.O.R. 808 — (LBASIS OF BEARINGS N 8829'24' W 1626.74- MEAS (1626.67' R2) T0: RENTON SCHOOL DISTRICT AND FIRST AMERICAN TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON FOUND MON IN CASE BRASS DISK, DOM 0.4- WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 C.O.R. 1848 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(o), 7(a), 7(b)(1), 7(c), 8, 9 9, 11, 13, AND 16, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JUNE 08, 2020. 7121 EDWIN J. GREEN JR. CERTIFICATE NO. 15025 DATE ql�oSR W R c ■M:Te r ra ne w 602 measure success 4iy oNALL 95� 10601 Main Street, Suite 102, Bellevue, WA 96004 phone 425.458.4488 support@terrane.net www.terrane.net /O/27/21 r T411 20' INGRESS, EGRESS & UTILITY ESM'T, REC. N0, 9004111113 MATCH LINE -�-L. _ MATC}(Hl LINE — tHEET 9 — K-1 N WISC52' W 2611.52' FOUND MON�� IN CASE BRASS DISK, DOWN 0.3' 13.51, CENTERLINE OF ELECTRIC TRANSMISTION ESM'T, REC, NO, 1254821 (NO WIDTH SPECIFIED) :u 30' WATER PIPES U fREC NO. 4732276 30 ROAD & TILITY ESM'T, REC. NO, 7204120016 LO T LOT I 2 NOTE: LOT NUMBERS PER CLIENT DESIGNATIONS. ________659.27' 1V FOLINDM-------------- B RASCASE DOM 0.35' DOWN 35' MATCH LINE - SHEET 2 MATCH LINE - SHEET 4 r7 ELECTRIC ESM'T AS w RIV CONSTRUCTED WITHIN j H H WEST 30' PER REC. NO, W W n 20030724002367 w Cll 4 ELECTRIC EASEMENT W W SOu INGRESS/EGRESS EASEMENT Z30- WATER PIPES ESM'T, F- ,,--;, REC. NO. 4732271 W <L. ACCESS/UTIEASEMENT Q Q N w C!%S%LCLI'id WATER EASEMENT o O N z MATCH LINE - SHEET 4 d.� MATCH LINE - SHEET 6 N F0 2 N I LOT 11 z J J 2 J U H C Q q r/�fR• WYll ll6 18' WATER PIPS ESM'T REC. NO 4731272 H H � w W W W = I w (n LOT 14 W W Z z J J APPROXIMATE LOCATION OF 10' FIT TO 12' ROAD MAINTENANCE r AGREEMENT, REC. N0. Q 6307110401 _ IL1�P MATCH LINE - SHEET 8 MATCH LINE - SHEET 9 41� �� 328.04' U N 882992r WW MMST MATCH LINE — SHEET 9 Ia MATCH LINE — SHEET 10 I w CONTROL MAP ��/ N.T.S. 1 4 1 CHANGE TO 1CONTOURS I LAN 110/20201 1 NO. I REVISION BY I DATE I APPR N.T.S.HMoy''x/IwI �� DATUM FOUND MON IN CASE BRASS DISK, DOM 0.35' C.O.R. 1849 WfArFll v:IIIl �No 1 . ' � r 1: Ill,®JIIIIIIIIIII \� t f J �s NES. CD Q 0 (I O N 7 M DO N qqT 0 N rej IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 O rn r z W CITY OF ALTA/NSPS LAND TITLE SURVEY wTE10/12/18 p FEYBOOK RENTON Planning/Building/Public Works Dept. RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEY o Q d 181375 3 °"147 N a) V 0 V w 30' INGRESS, EGRESS & UTOTES x CB (TYPE 1) A r ESM'T, REC. N0. 4 xi RIM=415.15' x xi Q OOM WALK O IE(s) 12"CONw4n.ao' .,P ��p I '"° O ° IE(W) 12"GONG- A' I OF "E G G G G G r CB (TYPE 1) + _- .� +^,, . . , ++` a e '4 a F-pG N RIM 409.O ° n4 � 16 F� 's 8 FIR +° A { (2)b DEG „4 1i' EVGO Q SF +^� STOP slw rIE(E) 12"CONC=405.05' O i6" FIR ^ 1 'FIR t,e RIM=41 SMH -- �IlI IE(W) 12"GONG=404J0' +Y UP P 18 FIR P UP UP UP U ; P m0 -0 J" E G p IE 8"GONG=413.60'(C. C.) J —SD SOSSMH U—SDSD—SU SD Moos .�g .:.1'�e. l�`,NDp ,.APRON nP nW w s Up p . . wv W—W—W_W W—W— IM=408.22 x A. `.. UP + UP-1.--a4P .UP.'.>�_'A IE 8"CONC=401.67'(C.C.) I DT .. CURB SSMH x"" x x e I rve APPROY LOCA N PER IM=418.41' 3 PAINT MARKS °� S ASPHALT IE 8"GONG=412.11'(GC.) SS- 329.83' N 88'38 51 W 2637.08 + + rx " " + Fry PAVEMENT o ; SS ry6 xx x xxxx: .: .. ...xxxx xxxxxxxxxx +` °9 .$d 6b� }L` SSMH x x x x x x x 3E x x. x . x vrv^p v x x x x x x x x . x x x x x x x x a a a a a a v v v v v � ,x x x x x x x x x x x x x x x x + 5 ♦ � DEADENO 4° y'1 v�i py. RIM=415.13 x x xx x ;, ,x p'P x x x x x �@, x x x x: a x x x x x x xy x x x x x p�Q8"GONG=403.48'(C.C) Gq o Rx x " ' �- - .. •'�'? ' Nd rARxc4 x x "e^ cV T . x ^. .::: 3 859.27' T ` x x x FOUND MEN N C BRASS DISK, DOWN 0.35' ZM-P�—P— dQ �h + -`' UT U 31 ° T Uc4' x 4 x x x x x x x x rvyx x x x x x x may? .. }{ O p-P�p� ,, 9 a x?Q? 4 x..:.:. WM AI^&3^� `b4e7.t x 1. ..xxxx � wQS'T—P�P� —p _P_ ZQ M� y° A } i�. Px x x x UP x �iP- P-"->u x x �a.I x .:... .32 63 o�-- o_ 2x:.. .. a`J _ „ x x x -E, .—�'°�ri� ° op 'trC xPx x . , v P . x ..P, . P. P—Px ,'x x P p .� �P_P. , WOHPT=a U� P—P—P P z46�4 .��av x ^xxx x rvY x x x x x x x xxx x x x x �'" x x x x x x ... x 4 1pJQ x x x x x x x x P—P P—P—p— n P— x�>�. rP: ,Frry"x xI Ste. x .... x x ... P S 9 VV F—P P°° Y�frl�ai �.�x` � x--bP=zB x:.xxxxxxx ?,°a... xJx......t © x�x Ag1 �OdQ ryM � P—Px P-- !Lp 4� ----_- _ _ bx Ps%" e PT 46J.3� P—P�—P �x .� a-+04W I x ___ Sz / g ,sa. £CD 3 yPOI 12"GONG $ '1" r L6 a UR P � V P—P—P— _ -_ x °A x x x-tIE(N)=413J2' ti° CENTERLINE OF ELECTRIC SD s 0 T_4"I054 v w P P p_p P 0R Q + m CB (TYPE 1) 46650 O APPROX. LO ATOM PER-414.20' Ole TRANSMISTON ESM'T, (2)2 .(2)1J°48 ED A N a{PT OHP DATA 0 C N0. 125482 a RIM=418.96' 3 COLLECTED 6/8/20 N PAINT ARKS (TYP). AV' ,DY21-,14"C TOE )1ZCONC=41J 21' E-414.0 CULVERT (� WIDTH SPECIFIED) 'y° O .ee' I ) 12"CONC=41J 21' d x y8y ILI, IE=414.80' y'. ASPHALT PAVEMENT . + ib 30' TER PIPES ESM'T, 0AOs REC. 0. 4732276 ppJ 5 +N� WER POLE LINES NO ° ( ASPHALT SURFACE BRICK SURFACE qF AUDITOR'S FILE 6 �' 30' ROAD & UTILITY BI BOLLARD ESM'T, REC. NO. 7204120016 + BUILDING BLDG BUILDING 24 ,y CENTERLINE ROW C.C. CENTER CHANNEL f' g QOARKG CB (TYPE 1) CULVERT PIPE CALQD CALCULATED a' ED x ^° �,.', & 'it, 3 NE COR + T +F +M q z! RIM=420.00' ; CONCRETE SURFACE CB CATCH BASIN O ^°' da O .E SET +"y IE(N) 12_CONC= 18.25' 2 E F PRO LINE v + '+ 6% RETAINING WALL C.O.R. CITY OF RENTON P �'a CURB REBAR/CAP AD IE(S) 17CONC= 1B.28 '� . fie° RIM=421 1' +ry �` L � ® DECK CONIC CONCRETE O(} ' e LUM o le N T� DITCH (FLOWLINE) COR CORNER e° UP UP UP N 883851 xW 1¢2,QQ'- V OIE(S) VC=418.59' BRICK WALL NI ZONE 3 FENCE LINE (CHAIN LINK) DEC DECIDUOUS `LL 3 3 yp O' IE( "PVC=418.01' +M1. CD FENCE LINE (WOOD) ELEV ELEVATION 10" CED o O _ p 3a" DEC 1I12H HE $ * S YS FIRE HYDRANT I 'ry O l8" DE �I b a 1 CEDO EVG EVERGREEN A • 0 G GAS LINE FF FINISH FLOOROF)RON PIPE ;�' s'k� o G❑ GAS METER G GAS J O 0.40S, AVE m b CONIC PLANTER o° O < r 'J GRAVELN GAS SURFACE URFACE L5#' LAND SURVEYOR NUMBER e^ CU O POT I_ OF PROP COR ro = a 'L +ry SICK ON e O > GUY ANCHOR MEAS MEASURED6",(2)Ba DEC QO LT ,P�O F g.+ BRICK COLUMNS C) ® INLET (TYPE 1) MON MONUMENT (2) x& 9 G Z ELE IC ESM T AS g a 4o-` OB' u O ( IN FEET ) ONE OVERHEAD POWER S UCTED WITHIN AVE T 3 T INCH 20 F'f IP� IRON PIPE (FOUND) "m° J' .� ��1 a . 14'4 2xC +'+ d LUM WW LUMINAIRE OFT OVERHEAD TELEPHONE WEST PER REC. '' d, i GOfJC xrvs 8 DEC Ld J-C ^° 32' E�,p123 °+e - dg' • NAIL AS NOTED PP POWER POLE " NO. zee' CONC ® MAILBOX (RESIDENTAL) PROP PROPERTY (2 DEC-20030724,Y0 y04 ° STEPS 44f rv' �� N MONUMENT IN CASE (FOUND) (R) RECORD DATA Y p ry g 3 PST POST ROS RECORD OF SURVEY EC ��_ G 0h� ,o? op nN 0' .a O +� THE POWER HAND HOLE SO SD SERVICE DRAIN 10 .S f``°" t ° ' no PARKG O P❑ POWER METER SSMH SANITARY SEWER MANHOLE ( Q=? e R 1� POWER OVERHEAD a P ( ) SSS SANITARY SIDE SEWER D" ro �s O'� .A QP 5� ,� I° RR TIE a x. A JQ F N R rvu ; PRO POWER POLE —UP— POWER WF WATER FEET ^� 1 CED o -i} B UE O EL=42L5' o I �jp �jp�S1 IW ,.'M1 A " $ .15 O� POWER POLE W/ LIGHT O w �55 p�E� x d �° Jp� ASPHALT KYX PER SENTRY El POWER SENTRY 9" & iti OEll N R s w 1 P :e :C PAVEMENT (TYPE 1) 3 t] • REBAR AS NOTED (FOUND) DEC /121 'P 1 OROOF EL-434.3' N 1 kp ,P` M } E ph ,g`° ,OP @ RIM=421.58 REBAR & CAP (SET) 3 G D Cry` ,pH p P W he IE(N) 12"OONO= 0.11' SS SEWER LINE +^- O - BLDG d"° IE(S) 12"CONC=4 0.16' C-) SEWER MANHOLE s a ' FOOIRPINT LDG SO FT d0 CONE PLANTER �h{ SIGN (AS NOTED) +.pW GO, T^ 4 3L �� 3 STORM MANHOLE IZ x O5' DE 442 0� E pn SD STORM GRAIN LINE FENCE COR ° °'.4 �LLL L 2Y EVG /124 L FF EL 421 O tLL O A p TEST PIT Q79 ° W t 9 3 HVAC UNITS 0 PROP LINE o. 44 3 TEL SENTRY El TELEPHONE SENTRY ` 'NM1 CONU A & DUCTING CONC W WATER LINE `^ (1 "e O "° SETL ; 0 "EVG /125 + STEPSq FF EL=4263 e ? STEPS �APPRO%. LOCATION AIM WATER METER 34 EVG 146 28" EVG 145 EBA CAP F LL L U e 6 3)Y DEC WATER VALVE FW IRON %PE / - <yd°s FILE _ a .°L 1 P IE0=9420 .ry ry ze 43 PER RECORDS WETLAND AREA 0. 'S OF PROP 0 WETLAND FLAG LINE _ d i A° F CE PROP LINE NCE + S(iEE-�: z- •° a2N OR. OP INE R F EL-429.J s LSE (1F OP LINE)(�4 ELECTRIC EASEMENT - T 3 1 °— % 30" D YI28 3O° P r`9 se 20" DEC FWND IRON%P +,^ Ary \ 4 x>° 8 3 eo y 142 04' 0.2VN. 0,53'E RIM=423. SOO SOLID LID A d INGRE55/EGRESS EASEMENT 9 q " APROP COR NO PIPES V1LX'ULX4 + 1 6" DECP 12JAe d P—.y O i f EA . a � ABLE TO OP 0 p ACCESS/UTL. EASEMENT O L>>>> N 9 ' P �� %� 74. 88 8'S1' W�- ry 28$, � ", 3 o-`I,a C LINE M E&� T ° IE-40 COCULVE WATER EASEMENT 3s O FENCE TNT% i t I 0FENCE.2'S OF PROP COR _ V+ > RE AR/CAP rv" p t D'3S OF PROP LINE. F EL=422.9' ROOF EL-434.4 g t � a $ .4�. N OF EL=433 cell V3 ,� B" OE �144 ° FENCE OR ; Y CP IE=42210' d $ L5'S, 3.6'W, F L=423.1 u.� ^.} 2 p . 30' W R PIPES ESM'T, ,may%A P T x rvy +,F: ' OF PROP OR OX^ REC. 4732276 ?t 8" C FOON IRON PIPE S + s W pO wE D3 (3)6- EC " 0.92'S 0 PROP COR a_ 3 D ��E��TT/r��p�E-yyyy��,,yp�� FENRNS OF CE COR rq)FM VLTNURVhTM AV V. 2 4W �.? ..>^ .r .. ae• PROP LINE I (3)6" D C n AE 1/4 AW V4 4 7a1iI/I a1y 4 � aE wvi au%lrY: ME EM:Te r ra ne measure success 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net /O/27/Z/ I N0. NNEWTERRANE m.` imxIN,NAD °'ai/�w� � CITY OF m 1" = 20' ll RENTON o TLR DATUM Crc EJG/JGM Planning/Building/Public Works Dept. IF FEE WE FEN REVISION BY DATE APPR AFFF0FsP .."`' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 O Cl) r z w ALTA/NSPS LAND TITLE SURVEY 10/12/18 UO RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEY R Q w OWING NO 181375 WEDR ¢ °' T¢J N W r 0 LU 1• 5'E + 0.5'OF PROP E ATCH - SHEE LINE 4 -'h"� ASPHALT SURFACE BRICK SURFACE O AS NOTED T 3 30^ E eoLO BOLLARD 1� W yl e t" BUILDING r J wF 0 I f RG 9� r ro 14) CENTERLINE ROW (V 2.6'W a ++ • ro' µf cc Q P •` O i _ T" � ) CULVERT PIPE t'q O�4j0 / �F I C °'/. .9 0 CONCRETE SURFACE Q LINE RETAINING WALL to ® DECK J 50^ EVG #150 -/ 1 CP IE=4 .55' P,G i2 DITCH (FLOWLINE) O J h$ f°" /� a� a FENE M A?! Z lx 5 FENCE LINE (CHAIN LINK) J� FENCE LINE (WOOD) �_ r� f 0 wrc Ay . DY12 w , • 0 Ia t P�i P int .a a' c0 ens HYDRANT 1� l' T g 30 W ER PIPI O❑ GAS METER 0. 'E ' wr Lax + oar °� - ^ T 40 �!� RECI 4J32 N GAS VALVE wa m C 3 FF EL=414.6 F j GRAVEL SURFACE O s^' z t" r GUY ANCHOR 1 3 M/ ' / 15" C IE=407.43' GARAGE e1 i ..t r$ - P Q Z ° (] INLET (TYPE 1) 1 iy LO IRON PIPE (FOUND) ypP-13 I EAVa 14 .?_ ' t _ q 1 Y y 3 z6e LUM LUMINAIL AIRS wCCPW y W a BLDG T °•® MAILBOX (RESIDENTIAL) r FF EL=4243 i 6 DEC N15 ' e° SE' / IOU t$ t, 96DJT9ON T `I ��`" . O MONUMENT IN CASE (FOUND) < m PST El POST O x® ' ' F. M 1 t'' ,FF EL=4:61 N. W.. ,Ip p PH El POWER HAND HOLE O P❑ POWER METER O �z `(A ROOF EL 43] 4N I �• m1R. ( IN FEET) / ' m Oo wF CCI ♦ e W wT L B 0SAVE $ - A '{ P POWER (OVERHEAD) O 1 INCH = 20 FT. F t } + ♦ WI ..8 .I FF EL 424.3 0' S J=� /S �1 2 UP POWER (UNDERGROUND) O ' a UPPER DECK - a " Ie% PPO POWER POLE O ,yam T— O� POWER POLE W/ LIGHT N 03NE O6 I +!M J Y FOOTPRIN BLD 351 SO FT + r i� PWR SENTRY POWER SENTRY ' OF PROP R a FENCE CDR t C .yd 9° . 0 • ROAR AS NOTED (FOUND) ^, 0.2'N. 'so f4 +e. fe s n� ° REBAR &CAP (SET) a ' OF PROP LINE _ _') + (" SS SEWER LINE 4.4' DEVC 42" E =G ° 1" & •6" D,ON EA A. (_) SEWER MANHOLE v +1 SIGN (AS NOTED) 2� & 3T1' C STORM MANHOLE ' W V J SO STORM DRAIN LINE 'VON OP tl W000 FENCE 's o % t'O! a 3�.01 �. TEST PIT W o I]y DECV V 8" W ON PROP LINE 1 FENCE COS 6" EVG ,y2] T ' ' v O \ m ry' LINE ,Oro : TEL SENTRV❑ TELEPHONE SENTRY OF PROP LINE + W W W WATER LINE ° v W W KMC WATER METER 5.0'W ♦ W y W W y . N O LitN W.J'.'.'. WELVALVEWATER LANDAREA WETLAND FLAG O 50^ DEC Ft 53 GRA L: w tens w • . 16' CW 'o '4 SORF E w w � ' ELECTRIC EASEMENT N o IDo.o a® z J V 1T cw .. D CD z tow w d = INGRESS/EGRESS EASEMENT O ACCESS/UTL. EASEMENT r y""tiEc a a L° ... N 141 W i u + o RS P4TICIC � x 3 34' EV #233 � �� WATER EASEMENT I I C O I,AF y Il v. .RJR' m ♦ W LL W W a ' e. • pu' B � i �, wr tees J5.0' a Flo w 3 7I0 WA AF AUDITOR'S FILE I I 5 a 3d v 5 aII t 3 26 EI,y BLDG BUILDING C.0CENTER CHANNEL 15W t0° O0 TO CALCb CALCULATEDV /D t' CATCH 3EV 0.FOR. CITY OF RENTON _ I wTy c 16W 15 DE 76^ EC p16 1 ( d ^0$ 0 n.p GONG CONCRETE v }rµ�.� N ps q �° ____ _ f CDR CORNER W W/ W Ltc4 1 O+ 0 .,'� _ f DEC DECIDUOUS OS a _ ELEV ELEVATOR m I F B EVG EVERGREEN FZ FF FINISH FLOOR WC5 P ^;^" G GAS 0 , cC `cCl' p o y WR A.5' EA LAND SURVEYOR NUMBER ' MEAS MEASURED ' 19' CW.,o Wy CWr Ny0 'I' F EL=423.8' ROOF EL=4436 s�'A ^�m}: MON MONUMENT 'I FF EL=432.5' ,� 0" V OHOVERHEAD POWER I E p4233 1 = ` p t ,V • 3 8^ EV OOVERHEAD TELEPHONE 0 Z -0� PPE L POKER POLE 5 EsPROP PROPERTY #00EO 4 y 11" C y " 12" DEC p427 IC }�45 V r`, Cccc 9 (R) RECORD DATA e" D C, o po-R I O 3 G ROS RECORD OF SURVEY ]] y 12' EV £ 12 y424 V WO v 2" DE p426 m I SD SERVICE DRAIN t I�^ CY♦, W W ^'+" V '' " 8" EV SS ASS SANITARY SANITARY SIDES SEWER _ — — _ _ _ DEC C W V^, o C "it' tV ML k .aVs ,V CWW W cccJ o ' +$° r �� W tia 14 SF SQUARE FEET e W WATER ' .` 2 ' EV 162 0.6' FOUND REBAR 1 EVW yW w m 0.475. 0.48'E I r° N EV ' OF PROP COR Aga 0 pp e wF cn92W a y y W �, ¢ yB6. 9 : N 20" E p222 1' (3) DEC [ C .. EC t'} s 00 1q' OEW M41TJ w, W W W n'WDEt�41 C Eo /i6fi 2 EC y 3 3 18" G fl23 1 .0 1VA.'/YWl`Lld1V UN I� 1 Ec ' O 1 ^ DEC /16 " Xz AE 1/4 MN 1/4 PRL �. \, O ocs +•� 'Evc /1 * w 1r 4 SBC" 10 Nk IF O ��P E OD'1 [� ws cdC II . 'vs /c, NV " O. p ° a a C E 5 •1 -�: P P�. QPO 21^ EVG 3 — 20^ OF + } M W}t RPISE. ChE"M 00 d25 p � q 1 "DEC X137 +ti. cm .,Pro ° CO LVERT a t' n n 2 C N10 12" 08.29' ° 0! 11 k�" R-419204 6 FOUND RE 2 016' DEC ' KETLANO �0 9' sT 1 4 DEC / 0 OP 1 E ae" Evc wF L "` „o, 75' WEAN100BUFFS +X' � � way` `gyp` 8 h ta" DEC �„ 37 IN COMPLIANCE WITH CITY OF RENTON STANDARDS OF PR wLI9 F 9, NC ULVERT DEVELOPMENT ENGINEERING IE= 08.26' ';, rnsippo 04/13/2022 �� / �P °i9 _MATCH LINE —SHEET 3 F /0�27�ZI MATCH LINE - SHEET S � OEo C 6" DE /119 Z DEC qn .�! Te r r a n eDATE ERRANE m".1„ = 20' p" ,IaI CITY OF ALTA/NSPSLAND TITLE SURVEY 10/12/18 VO '� RENTON RENTON SCHOOL DISTRICT o measure success � 10801 Main Street, Suite 102, Bellevue, VIA 98004 ` " TIFF DATUM NO phone 425.458.4488 support@terrane.net CHECK EJG/JGM ~ Planning/Building/Public Works Dept. CHELAN AVE NE PROJECT 181375 Q TOPOGRAPHIC SURVEY �, 5 0` t47 d www.terrane.net N0. REVISION BY DATE APPR w ll� sET �' . OGS, 0. ^"' I PR P LINE 32 TO A148 o FWCE R 34^ EVG 146 28" EVG ,{I45 EB /CAP OF PROP: r>" r Les \\ 0 'S FOU IRON PIPE - 4 +' y' L V +oe w C Ole +a `FEN OF P OP IRE 0. 'S OF PROP ♦ Y z°s �R' �� ii f "EVG #125 x STEPF "'FF EL 4243 Q° CONO m ' LOCATION T STEPS p.3)34APPROX G #145PLLS 1 a,g ' 0 R a a aP' ) ° NPROP ff 3'��4E 4NOF 1 PIE=420 9b j �)PROP LDNE h: F ICE n 0.2'N OF FLOP INE R OF EL=429 J :_ v 1 'E wQF OP LINE °.° / M11 P _�� 0 ASPHALT SURFACE BRICK SURFACE 0 z . p 30• D #128 S p' DEC �° FOUND IRON PIP AD—/ C1 A g ° ` _ q• 8 3 e BOLLARD Z° tq> 142 04' vh 0.20'N, 0 53'E 0 RIM-423.80' SOLID LI\p y4P- a NO PIPES °.. ' `` BUILDING �-0- t8°�{a PROP CDR IM=423.56' \ 8' DECO #127 CENTERLINE ROW Q ,R° EAVE EAV e 145. , a° ^ W' ABLE TO OPrvEPI P p> CULVERT PE q� mt"P` FEN .°' AT', G 9 - LINE b°ro 'W. BB B'S1" N/^ 26k`' P° 12"CO p CULVE 0 CONCRETESURFACEW 3 RETAINING WALL k 2 y O? FENCE Ls - Y 4 FENCE INTX,' 'd I S2'S OF PROP COI _ o ° RE AR/CAP IE-421 J 30' ® DECK J+ T� DITCH (FLOW -NE) P/ 0 ° IYjS OF PROP LINE. F EL=422.9' ROOF EL 434.4 - #144 8• DE O' FENCE LINE (CHAIN INK) s t q •• .& B OF EL=433 21 .Y FENCE OOR `•' I 3 FENCE LINE WOOD)L /j + 4 ° • 1SS, 3.9'W, F L 4231 2" CP IE=422.10' tj FIRE HYDRANT j rvry v T� wi e6 },#? OF PROP OR aq^ 30 W ER PIPES ESM'T, fi - G GAS LINE 4 ° .DR G❑ GAS METER d RED 4732276 8 D C ° FOUN IRON PIPE 4 D1 GAS VALVE 3° $ _ } 0 ,„a'' ° W B3 (3)6" Ec 0.92'S PROP Cp2 . v� 3 zv - r-_mm:-'j GRAVEL SURFACE FDAP T 0.6498. ra _ 0 =�n W s'4 : r GUY ANCHOR q� FENCE COB INLET (TYPE 1) ( IN FEET) W �° 0.35 OF 3 6" D C PROP LINE t ) IPQ IRON PIPE (FOUND) LUM 1 INCH 20 Ff. IUD uu 3°);LDG • PST ' gpg as ,p "® NAILASNOTED O rvyry o FOOTRPINT F�OEL 405FJ : ti lM13 pP�'E '°qo +�+ Q MAILBOX (RESIDENTIAL) m DOE EL 4386 ° Rj0 xF aerz e Q 05� F� I '12" O MONUMENT IN CASE (FOUND) Q O CP IE=422.38' PSTD ° F EL-425 9 wF 887 �02� S1 �J $ �� 32' EVG /(143 a, 'I R u Il PH El POKER HAND HOLE P❑ POKER METER 5 ]uW�� 1. j II N G " I 0 P / °° ° w �0. `.°°rv, Is'pK p POKER (OVERHEAD) UP POKER (UNDERGROUND) IW e PPO POKER POLE W�µF r O� POWER POLE W/ UGHT EWE SENTRY El POWER SENTRY ' 10 1! ye O REPAIR TE AS NOD (FOUND) ° CHIMNEY xr 88 DP-11 I W10° • REPAIR & OAP SE I SEWER LINE Jj P FENCE COR SENSOR P sp8 D szxx ( ,m` m 6636'30" 287.22' a2'E, ) SEWER MANHOLE -d{ SIGN (AS NOTED) W OF PROP COR'a STORM MANHOLE ENCE COS - ' A'D SD STORM GRAIN LINE ,g'# y'JjT,� TEST PIT 0.4'S 1Y30.OY �I(� 6" EVGJ2]J� O" op 14" E #306 R10 7vv-A D D C FpC $O PROP LINE +rv?° ° e � � -` � °'J J DILAPIDATED xF e� + O TEL SENTRYE] TELEPHONE SENTRY 7g e" J OIL W 09 J�9 J� �o ° ENCE W fRG u .'1` ° WMC WATER METER 39,g WV WATER VALVE '. O E ° G WETLAND AREA DEC#153 G WETLAND FLAG SURE 4 . xFfre��a �OpOgN �jCTy/T/�)(/T,I pL'�/ILCL�YJ rr Z J x6B G� N� -. �*R>* ,P. y 10• EB q" EC y#32 3 ,P'ry ELECTRIC EASEMENT We' EG ' SF o_ #3)B5W�j 12• G ,o p . INGRESS/EGRESS EASEMENT 4 TP a F e. � 2 .>y, ° is rrr.r� r � F a � 4 I AOCESS/UTL. EASEMENT k' � 3 4" EV #233 ��a EI'G YYYYII��.."""" 0 JO 16" EV g303 s �'' 6 V 5 51 WATER EASEMENT ZW�s W G � Pov 283 'IErvVG"#302" LL z4,GN E ^o VG # 8.. 1 0 3 'y`+� NP 14' 0 16• ' 'Y W I 1 V A 54 k t9° t°'°^ � .. 4,2 3 EV #3 S wA PIPES ESM'T, . . 4 BE AUDITOR'S FILE J322J1 C N 44• E C �O O 36 W BLDG BUILDING EV OKER POLE o 1 VG 98 8 6 y 5 W IFLJ 6 vI 7 C.C. CENTER CHANNEL IT O26" #27 qs TOP ELEV=459.45' ,p # +M1` EV p o ° 2" CALCO CALCULATED t 3 30-EV q' 14' E 1 G w1W + 1 V° #D I ezl ♦ Gill CD CATCH BASIN � .•CO a\ws O us �� +• e. y �O N' ° 6' G f 8 10 G 6° 24' D C C.0 R. CITY OF RENTON CONC CONCRETE ry _ A #274 1° #3J4 I v E 13" a g2R CDR CORNER 4 10 • W V 930 PR�� Ot8 G V I II DEC DECIDUOUS NipQ -500 F`R V4" V o pi BANDONED Hou # 8 , W L '" ELEV ELEVATION P ° F TPRINT=933t 18' G 2 01 .r G' 92' ' \ 1g1 S lSl N ` f' 14 aj EVG EVERGREEN FF FINISH FLOOR P� M1 G o W o#3J8 E R ,•� 3 175' I\" DEC ^ ND 6 °, °. rv,\P y� 19 14 E J #3JJN e G GAS , B5 X 3 LS# LAND SURVEYOR NUMBER °[ 443.6' n<q 4 LL y LL W V / 2 W + W + W y , "EVG OI ` ,� ° +"R MEAS MEASURED a° wF erzo 0• EV M 73 �8 MON MONUMENT .`W 3 UP V a0 G W #269° 68 ' OHP OVERHEAD POWER W W 8" EV 228 W W o 4 18 EVG #383 16 I III OOVERHEAD TELEPHONE W W b ALn .J iB" VG 8 0 / W* PPE POKER POLE r_, • #272 + E G ]k wL LL J" ALO & D PROP PROPERTY (R) RECORD DATA W al G #} B II FEE F 819 EV 8 vG RUNS RECORD OF SURVEY SO SERVICE DRAIN SANITARY SEWER HOLE SS SH SANITARY SIDESEWER i6' # 20 ° • E 12 SF SQUARE FEET "� q ir''• W r Nu •6" W y W W 14 v 20' #39 IN WATER W 16" E 3930 VG #26 y(10)k3•rvA I CS INI 3 M EV #25] 6 LD 1�' AoQ W 16" VC 9 r #39 2 "EVG 0 ,yD - 9' 20" pp E #222 t 5� O "EVG 262 KT ei a e � 1 � �d q ' �` 6.. EV O E G #396 A' r 0 y • • W 2 " EC t 18" G #23 1 •o E # q W +' W +' J" 18" ° 13' ALD W 8 ° p40 D lVdlHKl1`l\dLVl'1111V W W ry a r a AE W Aw 14 ti 6• E S 12' 44 y LL a W J A 2; E 4 1B DEc 1°5 I -O 4J �Z6D I "DEC y J• A 1 " EV N4 a 1 �,` \ ..3p 3 �p zjV 4" 0 #168 #24 V / 14• ALD ° 4" V #a 1° slap 6fo�C 4 ° qry 1 EVG O B9 W W W 10" VG � Z 2• V 3 5 I ,O 8 ez O. ° M 100 2• aN �oFWABbl �' sT 1 F" yjB g9p0 O rv°S o e N1 o B' s s°" m 3 I6 "" "' "" "' " qR qg 3 s° R 419205 DEC # 'qF °W Dec sT .e' W W W W W 2 DEC #1 6' DCC IN COMPLIANCE WITH CITY OF RENTON STANDARDS oN 9go°� ' �,W 3 i OFF e10 " 3 �^ DEVELOPMENT ENGINEERING 1 I0�27�ZI o\"` a 20' DEC #1 0 msippo 04/13/2022 3 ° W W 20 DEC #r79 u 6a ws �,� v mx "" "' M TIC I�NE H - SHE T 4 }wi 3 ` GARAGE W �W •° 9 S GRA - ATCH LINE - SIT 6 SURFACE ) ¢FOOTPRINT=514 SF. y W y W TIT _- EFE xo °Ps'ai°B/P/P%P CITY Or r ALTA NSPS LAND TITLE SURVEY ��10/12/18 ■_ T e r r a n e w TERRANE L. = 2°' ED°OOK. RENTON SCHOOL DISTRICT ' RENTON W. measure success `�" TLR DATOM OWING NO 181375 10601 Main Street, Suite 102, Bellevue, WA 96004 �`rc PIDxxID9/aNddiNq/Punlic works CHELAN AVE NE PROJECT phone 425.458.4488 support@terrane.net EJG/JGM Dept. wWw.Lerrdne.neC NO. REVISION BY DATE APPR EISELE oe y TOPOGRAPHIC SURVEY E OF. 147 r Q N Q J DO N V O N rej F- Z W Q 0 0 H w w d N W 0 V LU ■C_ Te r r a n e 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net measure success TERPANE I VERECAL xHAND 19iM DESKINEI 1" = 20' e� TLR DATUM EJG/JGM IF NOT WE MEN NO. REVISION BY DATE APPR .."` ' IEM ASPHALT SURFACE BRICK SURFACE Sao BOLLARD BUILDING CENTERLINE ROW J CULVERT PIPE CONCRETE SURFACE RETAINING WALL ® DECK T� DITCH (FLOWLINE) FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) r FIRE HYDRANT G GAS LINE G❑ GAS METER D1 GAS VALVE ( IN FEET ) r.'"—'.J GRAVEL SURFACE I INCH = 20 FP. > GUY ANCHOR 0 INLET (TYPE 1) IPO IRON PIPE (FOUND) LUM LUMINAIRE Al NAIL AS NOTED R3OMAILBOX (RESIDENTIAL) MONUMENT IN CASE (FOUND) PST❑ POST THE POWER HAND HOLE P❑ POWER METER P POWER (OVERHEAD) UP POWER (UNDERGROUND) PPO POWER POLE O� POWER POLE W/ LIGHT PIMP SENTRY❑ POWER SENTRY O REBAR AS NOTED (FOUND) REBAR & CAP (SET) SS SEWER LINE 1 1 SEWER MANHOLE 4{ SIGN (AS NOTED) STORM MANHOLE STORM DRAIN LINE TEST PIT TEL SENTRY ❑ TELEPHONE SENTRY W WATER LINE WINE, WATER METER WV WATER VALVE WETLAND AREA WETLAND FLAG ELECTRIC EASEMENT INGRESS/EGRESS EASEMENT 7 ACCESSNTIL EASEMENT Lc. --TJ� i�'/' WATER EASEMENT AD AUDITOR'S FILE BLOG BUILDING C.C. CENTER CHANNEL CALCO CALCULATED CB CATCH BASIN C.O.R. CITY OF RENTON GONG CONCRETE COR CORNER DEC DECIDUOUS ELEV ELEVATION EVG EVERGREEN FF FINISH FLOOR G GAS LS$ LAND SURVEYOR NUMBER MEAS MEASURED MON MONUMENT ONE OVERHEAD POWER OAT OVERHEAD TELEPHONE PP POWER POLE PROP PROPERTY (R) RECORD DATA ROB RECORD OF SURVEY BD SERVICE DRAIN SSMH SANITARY SEWER MANHOLE BBB SANITARY SIDE SEWER SF SQUARE FEET W WATER Emilam a rl r IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ensippo 04/13/2022 )` Q0 O 1 N Q J �, 7 I) DO N O I N rej 1n r z w CITY OF ALTA/NSPS LAND TITLE SURVEY MOE10/12/18 p FELDSOOK RENTON V431V Planning/Building/Public Works Dept. RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEY o Q d OWING NO 181375 s"" 7 ° 147 • > \7 IJ , n red vela .. 20" DEC%1 0 TTA�TT W I '•^ W W On" DEC 4179LUM I 1_[lW .. M TCH6 NE — SHE T ASPHALT SURFACE O® 1 EC Jo C 6 ea GARAGE 6 ATCH LINE - $H Tb SURFACE DE #119 SURFACE FOOTPRINT-514 SFaap I;� eo10 POLLARD Q '' ma ' :„ ' ° �B1B k� BUILDING CENTERUNE ROW CULVERT PIPE LU Pi,3oq CO =I • .. :. IMF BE CONCRETE ACEPST 3 6 O `k % EC RETAINING WALL xM O �ll PPP ,W W W W W 4 3 DECKFD DITCH (FLOWUNE) SCL I " 00 z .Fy T� FENCE USE (MAIN IDD) LINK) FENCE USE —µ W� y R D 9 TDP g.r W p N 6 DF°C y i91�� 3 b FIRE HYDRANT —G— GAS LINE J`y xw W 2PP N176 O (� G❑ GAS a-0 -0° 48" EVG �169'\ K • ' Q �O m W GAS VALUER �rIIo� q1 L LJJ y° °y u 18" DEC )/1J4 Kr a¢ 8: DE JJ / �G� CJQ Ioj1 ° 3 _:� GRAVEL SURFACE GUY ANCHOR z' 39.1' 5 y4,� 1e o a + + °j0' / O INLET (TYPE 1) S, �O . q p¢R HOUSE iu.i .FOOTPRINT `Use' - Wez ° +W oy 0 rd 1 & 14" I O' DECO wo IRON PIPE (FOUND) ( IN FEET) LUM LUMINAIRE 3. J29 SF tl JOB rA' 3 +Y o 1 INCH = 20 FT. NAIL AS NOTED \ �K' • MAILBOX ( ® ILBOX(R DENTIIA q ° ^9x 1 DEC f1J60 MN (FOUND) PSTO� POST m 3I $ WE 10' EG �Dbo SH PH El POWER HAND HOLE p— ( I ♦ P❑ POWER METER t ^ P $ .. W N O w +> o —P— POWER (OVERHEAD) �' Ol q —C- e' tiM1 3-g ° UP — POWER NDERGROUND) 50" EVG /11 3 _ 14 133 G� G _ _ J'- BE POWER POLE EVG 116 2. Op 10 V 258.81' 1.3' 3 B (TYPE 1) O � POWER POLE W/ LIGHT hO [T, o p„L RIM 431J6' PWR SENTRYO POWER SENTRY ANSFORME S' � 9 N 88'34'08" W 2]4,$2' �I IH I E(N) 12'CPEP=428.96' O REPAIR AS NOTED (FOUND) O PIS) 12"CPEP-429.06' REPAIR& CAP (SET) SS V=462.26' 3 CQ C 36.5' ^/1 3 ENE) 8"PVC=429.26' —SS SEWER LINE �o e �z Q^ V i (�) SEWER MANHOLE m SSTORM IGN (AS NOTED) 3 " #15 38" EV �18 1.0' uc n -Sp I EVG 25 1 EV 190 m SHOP d FOOTPRINT=1,841 SF y C' in NOS 0 STORM DRAIN LINE 1 22' EVG 26 nn 3 O G 19 0 10 C� x' & �.�, TYr TEST PIT T a 2 g1880 3 E N1 g2 r+^" Z \ 0 TEL SENTRYO TELEPHONE SENTRY O. w 3 —W WATER LINE EVG 4Q "� 36" EVG 9 9° '�° ,2 �' WM❑ WATER METER 84.8• . .. v fox Na 0,7 WV W WATER VALVE WETLAND AREA •�a\a 6" EV 00 185 �. iW ,xC'' 1 ' g L � WETLAND FLAG O 22" E G 12 3r 1 Y U2• a e^ yr� �b A'yM1 3 �q ' ELECTRIC EASEMENT O 16` EV it "g p • 9u YA°•� ! '6 � O 36' EV t O qq SY+ �e�x1CLL�d INGRESS/EGRESS EASEMENT 2 EV 1 i yF 4 r LL 8 ACCE58/UTL. EASEMENT IB" EVG 1 W� 26" E G 9°j 6 Y J h Qi '� GE �� Q a i L- ".. I M (� �OJy U d P YJ'9 �'� CONC. CULVERT ••� �t E 0� WATER EASEMENT EVG 196' 14p2 '$ Gti Q 12" IE=431.00• 1 SR�`S1 3 EVG M9 a i 32 EVG d ..GOO Hj,S SHED 0.1'E o SO 8 VG Al97 xs'm 3 .�G,II'� Q.G 'y BE AUDITOR'S FILE 6 Ts... BLDG BUILDING C.C. CENTER CHANNEL G�\A y �� / F� •• C_ si '44 CD CALCULATED CATCHBASIN CB xV �- EWAY. RPDRT ' >s� C.O.R. CITY OF RENTON SQ ls1 u SHED : AN ,F'$ L 9 �•, PST e A COED CONCRETE 61 k� PGR 1801" 8.34'O8" W 274.68' 09 `�$ d •A:c COB CORNER c0 �,{ r V — - — C x K W Dec Deeouous ELEV ELEVATION a" c gz1 G ,ri i j °--G G- c— 256.670' n s W'^ =rV EEG EEN 0 WI y°•0 18 EC DP-2 C0NC'IEC431£40' FINISHFLOOR 0 2 G GAS 18• WATE PIPES ESM'T Ed Nt N a,e G13 & 22 C VG O r 3 LSy LAND SURVEYOR NUMBER i REC NO. 4J322J27 +e 9 O um MEA$ MEASURED a 14" DEC �216 b MON MONUMENT 4 -= 36" EVG 1 W • CB (TYPE 1) ONE OVERHEAD POWER /2 0^�• - Z J y X ?° 32" EVG #20 ; RIM=435.01• OTT OVERHEAD TELEPHONE PP POKER POLE :.. �_ s� Q IE(N) 12'CPEP=431.51' j 5) 30" EVG IE(5) 12'CPEP=' PROP PROPERTY N O E E 6"PVO=431L85P (R) RECORD DATA M O H ON IE(W) 6"PVC=432.06' ROS RECORD OF SURVEY Z• 8 GONG 32 OEVG 4 r? d 3 K SO SERVICE DRAIN SET 1 DEC #21 c� h 8=. SSMH SANITARY SEWER MANHOLE REBAR/CAP 16 DEC 215 O S 4981Q F, O.y9 ^ r 555 SANITARY 510E SEWER 00J<ry• v. J" & 13' DEC SF SQUARE FEET �^ 34" EVG N205 3 W WATER o O - Jae O z% GRAVEL SURFACE 6 GF'�•9 � lY6tYYUl`ll-IY AHN `.. «F r P? 5'12.5 F o. 3 AE 14 NN114 EV N11A `0 /e ,�''� 4t ., ua G,v .� d uZ�� OIG� �04 EDGE OF (2)20" VG"' x. Lax 4 "I 'pp N0J� � .l m y 10J�`H-� Z?V GRAVEL 4.. C -- 1 PGR iGa-1 N . w ` $• caw. ME GRAVEL v ss + 593"yqy SHEET YJ SURFAC kN DEC.. DRIVEWAY `i �'. _ GARAGE K FOOTPRINT 640 SF Y 3 SHEET 7, xx y K `Th3 �E �. •.•� SFORMER.l « « BOATER ELEV=464.33' e' $.Ho. 4 .�' 3 S (np) eo"nR z7 R ., x 8 v ELEV=462.61' rq` MATCH LINE — SHEET 6 1 "EIR x x MATCH LINE — SHEET 8 1. _ R-419207 EDGE OF P s GRAVEL P = _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS ZFIR ' 18• WATER PIPES ESM'T, RED- NO. 4732272 P •rY - - �z'1.9 �' "SHED ;: DEVELOPMENT ENGINEERING �F 14 O �0�...u@N1 'W m n ca (TYPE 1' M=a36.9r fflSlppO 04/13/2022 0:1 ,e ° 1 a� N 88'34'OS" W 256.49' IE(N) 12"CPEP=433.41' }- � 6" otC 1 ■ 3l apF WasyHE`L DATE ■_ T e r r a n e rERRANE m ZD, m",w � EW„%, CITY OF ALTA/NSPS LAND TITLE SURVEY 10/12/18 �°OOK. I ® RENTER SCHOOL DISTRICT measure success �B WOMEN, R RENTONRNGE OWING NO 10801 Main Street, Suite 102, Bellevue, WA 98004 oy.Atsoe �`rc DATUM Planning/Budding/Public Works Dept. CHELAN AVE NE PROJECT 181375 phone 425.458.4488 support@terrane.net UG/JGM www.terrane.net NO. o/Z /Zi REVISION BY DATE APPR .."`ruwoIMn' TOPOGRAPHIC SURVEY B °"147 O N Q J �, 7 CID DO N V CD rej F- Z w 7 O H w w d N _W V O V W 1• 'CRAG\I% eP eho° FOUND REBAR/CAPS ` LSB 18079 0.18'E OF PROP OUR C�PQP N51 ■C_ Te r r a n e 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net measure success /o/z//z/ TERPANE I VERECAL 19iM WENFINEI 1" = 20' o TLR I DATUM EJG/JGM IF NOT WE MEN NO. REVISION BY DATE APPR APFF0FsU .."`rowan' OF (TYPE 1) All callM �� CITY OF RENTON Planning/Building/Public Works Dept. 0 ASPHALT SURFACE ter. BRICK SURFACE BUG) BOLLARD j BUILDING CENTERLINE ROW CULVERT PIPE 0 CONCRETE SURFACE RETAINING WALL ® DECK T� DITCH (FLOWLINE) FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) FIRE HYDRANT G GAS UNE G❑ GAS METER W GAS VALVE GRAVEL SURFACE > GUY ANCHOR Cl INLET (TYPE 1) IP0 IRON PIPE (FOUND) L U M LUMINAIRE ' • NAIL AS NOTED ® MAILBOX (RESIDENTIAL) O MONUMENT IN CASE (FOUND) PST❑ POST PH❑ POWER HAND HOLE P❑ POWER METER P POWER (OVERHEAD) UP POWER (UNDERGROUND) PRO POWER POLE O� POWER POLE W/ LIGHT PWR SENTRY❑ POWER SENTRY O REPAIR AS NOTED (FOUND) REPAIR & CAP (SET) —SS— SEWER LINE r) SEWER MANHOLE h{ SIGN (AS NOTED) STORM MANHOLE 9D STORM DRAIN LINE YJTI�Y TEST PIT TEL SENTRY ❑ TELEPHONE SENTRY W WATER LINE WM.^, WATER METER WATER VALVE WETLAND AREA WETLAND FLAG ELECTRIC EASEMENT INGRESSAGRESS EASEMENT . . ACCESS/UTIL. EASEMENT L - - - J �� WATER EATSEMTE^NT LL Y.l AF AUDITOR'S FILE BLDG BUILDING C.C. CENTER CHANNEL CALC'D CALCULATED CB CATCH BASIN C.O.R. CITY OF RENTON COIJC CONCRETE COB CORNER DEC DECIDUOUS ELEV ELEVATION EVG EVERGREEN RE FINISH FLOOR G GAS LS# LAND SURVEYOR NUMBER MEAS MEASURED MON MONUMENT CHN OVERHEAD POWER OHT OVERHEAD TELEPHONE PP POWER POLE PROP PROPERTY (R) RECORD DATA ROS RECORD OF SURVEY SO SERVICE DRAIN SSMH SANITARY SEWER MANHOLE Sss SANITARY SIDE SEWER SF SQUARE FEET W WATER IN COMPLIANCE WITH CITY OF RENTON STANDARDS I%- Q0 O O O N Q J �, 7 I) Ip N CD N rej IEVELOPMENT ENGINEERING nnsippo 04/13/2022 01 F Z w 7 ALTA/NSPS LAND TITLE SURVEY wqE10/12/18 UO RENTON SCHOOL DISTRICT FELDSOOK o OWING NO CHELAN AVE NE PROJECT 181375 Q TOPOGRAPHIC SURVEY s"T' s °f T47 d N O V O I W f MARK$ PST OPST CB (TYPE 1) RIM-432.93' IENE) 12"CPEP=429.83' IE(5) 1 `GPEP=429.7B' �( DEL SFNTRY� % qA MH RIM=433.32' IF 8"GONG. 422.)2'(C.CJ g 4 F ��R 1 7 NO \IVG' �e k�ti SOG^O � i9 � �v--..• 00 00 E o CB (TYPE 1) xu EI RIM=432.14' NV ^ .4 IE(N) 121CPEP-428.44- IE(S) 121'CPEP-42B.44' '$ IE(W) 6=PVC=428.64' — 4 �G G—r 1 ELEV=462.61 F CB (TYPE 4i4 TOP ELEV=461.14 SOL ELEV-459.10' WATER PIPES ESM'T, . N0. 4732272 r4 WN j° 04 _ MATCH LINE - SHEET 6 _ MATCH LINE -SHEET 8 N 88.34'08" W 256.49' �Y D r` O 20" EVG b206 rz� FPo��9 6. 5� h95Pd\', I NO QO ' 0n O 14" EVG N213 APPROX. LOCATION ER RECORDS (TYR) ley J� �e \ SSMH _RIM=437.48' IE(N) 6"PVC=430.23' IE(S) 8"PVC=430.13' PON 6" D� 6", " & 9" ALD O9"e C 7' DEC 3 J"DEC )NC. CULVERT 2" IE=435.65' 'I x x x r,' „r_"�� `4 " j o,-�8839'24" 274 26 a n x +u x v 9 �o EAVES, �°' — — I ) �` �N Mae 3a '� 11111111 _ ''�p" ^` � W 3'' Eat 20'INORE55. EGRESS & c x x CB x III . n IA1=43218/ ��-1 CB (TYPE 1) v� �'� OVERHANG 151 UTILITY ESM'T, REC. N0. a IE(W) 12"CPEP RIM=437 39' �j ij ^ IE(S) 12"CPEP=434.49' �P 9004111113 x , x I =429.13' r2 q ;, x APPROXIMATE LOCATION OF ;;�xx AG 12' ROAD MAINTENANCE x Q..ifx x . AGREEMENT. REC. NO. S �� 5� ,Ell`' �0 n (V� a3mn0a01 0V' 41 11 ��N (E`j�x',';$� 7. : w�C yip C' Oi' — — — `O`L 03 xx'�...k xx �Ia y�NIPQ PRy gpON I jP\ ---- i � 3 c---------- x x x , n ..[ �y'S� E��tJ JIF N \G TINNGANI HAANG KIM & 3 x" " " 4 I OF'�RS�''E'Nl>pRGE 9NBN®� �__"' \ 102305 —9481 O I: MATCH LINE I. x x. x x x0 AI y".I SHEET 7 _N MATCH LINE — SHEET 8 _ N 3 1; • x v,x x X6 MATCH LINE - ; MATCH LINE - SHEET 9 "" " SHEET 9 _----_- 3 -- --_--- b:fI:U:Yd�:3 ■M_ Te r r a n e measure success 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net lalZ 7121 LUM -0;P aM w6 TERRANE VOREimxr� xo °ISM/1w1 = 20' er.ML CHECKOD, DATUM EJG/JGM IFINOTWERCH NO. REVISION BY DATE APPR 1 I CB (TYPE 1) 171V IpbaIM=436.91' DOG 12"CPEP=433.41' SENTRY CITY OF VASIV RENTON Planning/Building/Public Works Dept. IOX. LOCATION RECORDS (TYP) LF��D 0 ASPHALT SURFACE BRICK SURFACE O BOLLARD La�` ` , BUILDING — �— CENTERLINE ROW > CULVERT PIPE CONCRETE SURFACE " RETAINING WALL ® DECK tF DITCH (FLOWUNE) —)I FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) (} FIRE HYDRANT GAS LINE G GAS METER GAS VALVE J GRAVEL SURFACE r GUY ANCHOR INLET (TYPE 1) IPO IRON PIPE (FOUND) LUM LUMINAIRE NAIL AS NOTED IS MAILBOX (RESIDENTIAL) MONUMENT IN CASE (FOUND) PST❑ •• POST RHO POWER HAND HOLE P❑ POWER METER — P — POWER (OVERHEAD) —UP— POWER (UNDERGROUND) PRO POWER POLE O� POWER POLE W/ LIGHT PWR SENTRY ❑ POWER SENTRY O REBAR AS NOTED (FOUND) REBAR h CAP (SET) —SS— SEWER LINE O SEWER MANHOLE 4j SIGN (AS NOTED) STORM MANHOLE ED— STORM DRAIN LINE TEST PIT TEE SENTRY ❑ TELEPHONE SENTRY — W— WATER LINE WM.^. WATER METER WV DG WATER VALVE .•.•O•. •. •. WET -AND AREA R WET -AND FLAG I�� ELECTRIC EASEMENT INGRESS/EGRESS EASEMENT ACCE55/ITTIL. EASEMENT WAT �! 1J.aW�'1'ER EASEMENT AT AUDITORS FILE BLDG BUILDING C.C. CENTER CHANNEL CALC'D CALCULATED CB CATCH BASIN C.O.R. CITY OF RENTON CONIC CONCRETE COR CORNER DEC DECIDUOUS ELEV ELEVATION EVG EVERGREEN FF FINISH FLOOR G GAS LSg LAND SURVEYOR NUMBER MEAS MEASURED MON MONUMENT OUR OVERHEAD POWER OUT OVERHEAD TELEPHONE PP POWER POLE PROP PROPERTY (R) RECORD DATA ROS RECORD OF SURVEY SD SERVICE DRAIN SSMH SANITARY SEWER MANHOLE SSE SANITARY SIDE SEWER SF SQUARE FEET W WATER 1>( ell 1111 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ensippo 04/13/2022 CD O O O 0 N 1 7 () Ip N V CD O N r z w 2 ALTA/NSPS LAND TITLE SURVEY w 10/12/18 p FELDI' RENTON SCHOOL DISTRICT o CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEY PIKE II - Q d NAOMI NO 181375 s"" TD °f 147 MATCH LINE _ ....... .I _SHEET 7_MATCH LINE —SHEET 8 _ Or=."+max " MATCH LINE — 3 MATCH LINE — SHEET 9 SHEET 9 W x x x \N��R�,F-9k6�j N 3 I....... aaln VA�'y\ E-R E9kg6 JpC� P PGF,OkgS 3 aJO�GF'�9ppc� _%'�• Vp CB (TYPE 1) 3 x x x x x x x x x ROOF EL=468.0'� RIM=432.49' xx x x x LL CB (TYPE 1) wu IE(N) 12-CPEP=42J.69' a y RIM=4D.10' IE(W) 12"CPEP=42Z59- X, ' CB (TYPE 1) LOCKING LID I 3 IE(S) 12"PVC=435.09- �w IE(E) 12"CPEP=42JJ9' 3 • RIM=432.59' POWER POLE CROSS AR SD SP rC ELEV=475.98' = x x x x x= x x x SSMH APPROX. LOCATION PER 0 n x9'6xLx��x___PP�Tppp d d PAINT MARKS RKS(Y—P) .S) 8CONa193'(CC.) POWER PO—WER POLE P CROSS AR P P PP�PPPP ELEV=476.0 J' PP P PP—P—P—P—P C P P—P—PPPPP r. P s Ixxxxx x��xka--PG_PG _PGP_p_p _p _p �P,� P DP Yr P P PIP �D WrF�—W—W—W—W—W—W—W— p qhllkl I=433.02' 135P G ULD NOT OPEN) �328.04W— ' W—W �V W� W -*- FOUND MON IN CASE �92.� 1 I SS— —�5� S SS —SS BRA55 DISH, DOWN -0.3' 1pV/1I1F11 SSMH APPROX. PAIN LOCATION PER RIM=43T.80' (PUBLIC RIGHT OF WAY) PAINT MARKS TOP) IE(N) 10"PVC, 3 c IE(E/W) 8"CONCs421.36'(C. C.J SIG - x4' EDG OF SPHALT +M1$TOPa ,.CONC yID � o'. ♦, a CRW IS NIX 7 WIN �a SSMH RIM=43JJ1' IEM/S) 18"GONG=425B,T(C.CJ SSMH RIM=437.77'— IE(E/W) 18"G0NG=426.22'(OC.) MATCH LINE — SHEET 9 7 i;Y�C,1►ll LCA7�1 _ _ MATCH LINE — SHEET 10 ASPHALT SURFACE WVV M WATER VALVE BRICK SURFACE 0 WETLAND AREA al BOLLARD WETLAND FLAG BUILDING CENTERLINE ROW �� ELECTRIC EASEMENT J CULVERT PIPE CONCRETE SURFACE INGRESS/EGRESS EASEMENT RETAINING WALL ® DECK L ' ' ' ' I ACCESS/UTIL EASEMENT T� DITCH (BOWLINE) L—_=-j FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) / WATER EASEMENT b FIRE HYDRANT GAS LINE G❑ GAS METER W GAS VALVE AF AUDITOR'S FILE F' 'j GRAVEL SURFACE BLDG BUILDING r GUY ANCHOR C.C. CENTER CHANNEL 0 INLET (TYPE 1) CALCU CALCULATED IPO IRON PIPE (FOUND) CS CATCH BASIN LUM LUMINAIRE C.O.R. CITY OF RENTON NAIL AS NOTED " CONC CONCRETE ®OMAILBOX (RESIDENTIAL) CDR CORNER MONUMENT IN CASE (FOUND) DEC DECIDUOUS PST El POST ELEV ELEVATION PH El POWER HAND HOLE EVG EVERGREEN P❑ POWER METER P POWER (OVERHEAD) FF FINISH FLOOR UP POWER (UNDERGROUND) G GAS PPO POWER POLE LSb LAND SURVEYOR NUMBER O� POWER POLE W/ LIGHT MEAS MEASURED PWR SENTRY❑ POWER SENTRY MON MONUMENT O REBAR AS NOTED (FOUND) OHP OVERHEAD POWER • REBAR & CAP (SET) OHT OVERHEAD TELEPHONE SS SEWER LINE PP POWER POLE 1 1 SEWER MANHOLE PROP PROPERTY O{ SIGN (AS NOTED) (R) RECORD DATA STORM MANHOLE ROS RECORD OF SURVEY STORM DRAIN LINE SD SERVICE DRAIN TEST PIT SSMH SANITARY SEWER MANHOLE SOS SANITARY SIDE SEWER TEL SENTRY El TELEPHONE SENTRY SQUARE FEET W WATER LINE W W WATER WATER WMC WATER METER ■C_ Te r r a n e measure success 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net I NOT <a CB (TYPE 1) RIM=43T.81' IE(N) 12"CPP=434.36- IE(S) 12"CPP=434.21' ER PAIN SOMH MARK ply^ RIM=437.50' TEL s MY E(NE) 12"CPP=433.50 - G IE(SE) 12"CPP=433.86' 3wv IE(SW) 18"GONG=428.65' B (TYPE 1) �8 CB (TYPE 1) RIM-441.97' 8, IM=436.84' POP) 12"CPP=438.4T' .p P UbIE(Nw) 12"CPP=43A27 SIGN J v� 'STOP" P_ P _,-- t P_ p H>�PU�p T� a. Pip p� IP W— GilW W- WNO W—W p— W'�' Wg ,MM W—W W—W W W� W_W W—W—W W— W V, 3 NW��w�W W�W�W� VA trs IN, _SS W Lss ss —Ss IS Ss— ss ss—ss ss ss ss—ss ss MH M-4 J ,'>' R d IE( J 18 CONC=426 EDGE OF ASPHALT '( SIGN IIISSM RIM=443.08' %eo ,. PIG Er SIT IE(E/W) B"GONG=431.92'(C.C.) r' t 4 ZOO e FOUND MON IN CASE SIGN ON RED" BRASS DISK, DOWN —0.5' TERRANE I imxruW, x°1s'a° iNEW = 20' o� TLR DATUM GREG EUGAGM IF NET WE MEN NO. REVISION BY DATE APPR ..AJEWCW WLY .71 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnsippo 04/13/2022 )` Q0 III O O ITI Q J il 7 I) DO N V O O N rej F- Z W ALTA/NSPS LAND TITLE SURVEY 10/12/18 UO ° °°°°' RENTON SCHOOL DISTRICT o pi WAVING NO 181375 CHELAN AVE NE PROJECT Q TOPOGRAPHIC SURVEY d T47 N W V O V W i 0 ASPHALT SURFACE BRICK SURFACE ea0 BOLLARD BUILDING — �— CENTERLINE ROW CULVERT PIPE 0 CONCRETE SURFACE RETAINING WALL ® DECK �F DITCH (FLOWEINE) FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) HIRE HYDRANT G GAS LINE G❑ GAS METER X GAS VALVE F_ 'j GRAVEL SURFACE r GUY ANCHOR 0 INIET (TYPE 1) IPO IRgJ PIPE (FOUND) LUM LUMINAIRE NAIL AS NOTED ® MAILBOX (RESIDENTIAL) MONUMENT IN CASE (FOUND) PST❑ •�• POST PRO POWER HAND HOLE P❑ POWER METER P — POWER (OVERHEAD) —UP— POWER (UNDERGROUND) PPO POWER POLE 0-0 POWER POLE W/ LIGHT PWR SENTRY❑ POWER SENTRY 0 REBAR AS NOTED (FOUND) REBAR k CAP (SET) SS SEWER LINE O SEWER MANHOLE O{ SIGN (AS NOTED) STORM MANHOLE STORM DRAIN LINE EST PIT TEL SENTRY ❑ TELEPHONE SENTRY — W— WATER LINE WMD WATER METER ■C_ Te r r a n e 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net WV N WATER VALVE O WETLAND AREA If8 WETLAND RAG ELECTRIC EASEMENT INGRESS/EGRESS EASEMEN' ' ' I ACCESS/UTIL EASEMENT L — - iWAIER EAS MENEAS MENT AF AUDITOR'S FILE BLDG BUILDING C.C. CENTER CHANNEL CALC'D CALCULATED CB CATCH BASIN C.O.R. CITY OF RENTON CONIC CONCRETE COR CORNER DEC DECIDUOUS ELEV ELEVATION EVG EVERGREEN FF FINISH FLOOR G GAS LSO LAND SURVEYOR NUMBER BEES MEASURED MON MONUMENT OUP OVERHEAD POWER OHT OVERHEAD TELEPHONE PP POWER POLE PROP PROPERTY (R) RECORD DATA ROS RECORD OF SURVEY SD SERVICE DRAIN SSMH SANITARY SEWER MANHOLE SSS SANITARY SIDE SEWER SF SQUARE FEET W WATER measure success /O/271W _ MATCH LINE - SHEET 9 _ MATCH LINE - SHEET TO (2)11 SSMH RIM-435.74' IE(N/S) 18-CONC-422.51'(C.Q.) —4a Al A +6 O O O N Q J O O O O O O N T� 511 I) 00 N V O O N rej SIGN "35 MPH" IE(SE) 12"GALWUL 80 �CEDO �. �pN I + a,KE SIGN SIGNAL No AHEAD' 3 IN FEET ) xv 1 INCH = 20 Ff. CS (TYPE 1) IA RIM-434.68' IE(NW) 12'GALV 430,52' IE(S) 18-GALV= 30.21' R-419211 MEMM1V IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4 �•aE 1 DEVELOPMENT ENGINEERING Toffla ' 21V msippo 04/13/2022 4 R8NGE- �VW OMW RAG Z W 7 ur �ERRANE H�2w e°�a, �CITY OFALTANSPSLANDTITLESURVEY 10/12/18O RENTONRENTON SCHOOL DISTRICT °°a°°"TLR MONDATUM`" EJG/JGMFEN Plonnm9/Budding/Public Works Dept. CHELAN AVE NE PROJECT 181 375NO. REVISION DY DATE APPR w. TOPOGRAPHIC SURVEY �" 112 ° 147 d I()I'6PROPERIYAUJISS N THE SOUTH 125 FEET OF THE WEST 142.2 FEET OF THE SOUTH PARCEL A: THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE THE SOUTH HALF OF THE NORTH HALF OF THE WEST HALF OF 1028 CHELAN AVENUE NORTHEAST, RCCTCN, WA 98059 IT 200 FEET OF THE NORTH 230 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION THE WEST HALF OF THE NORTHEAST QUARTER OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST THE SOUTH 130 FEET OF THE NORTH HALF OF THE NORTH HALF OF 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, QUARTER OF SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF WASHINGTON. RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. O W.M., IN KING COUNTY, WASHINGTON. THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 230 FEET THEREOF. EXCEPT THE SOUTH 1 ACRE THEREOF. LU THE SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF PARCEL B: AND EXCEPT THAT PORTIONS THEREOF DEEDED TO KING COUNTY 1. 2018. THE FIELD DATA WAS COLLECTED AND RECORDED ON W FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING 1146 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 AN EASEMENT FOR INGRESS AND EGRESS OVER THE EAST 30 FEET OF No. 6387726. MAGNETIC MEDIA THROUGH ANELECTRONIC THEODOLITE. THE DI THE NORTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER MAY NOT EXIST. OF SAID SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: �iSI' A 7�R7 ATY�Y7L'C�CM 2 COURSE OF ENTS SHOWN T IS SURVEYHUNLEON WERE SS OTHERWISETED NOTED. THE 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN ORDED O OF �1�./1 `i r1�.Cl1�11 iY�a%) 2019. THE FIELD DATA WAS COLLECTED AND RECORDED ON EXCEPT THE SOUTH 130 FEET THEREOF. 3. SUBJECT PROPERTY TAX PARCEL NO. 102305-9249. MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE 1138 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 1123 CHELAN AVENUE NORTHF/LS', RFN TON, WA 98059 DATA FILE IS ARCHIVED ON DISC OR ON. WRITTEN FIELD NOTES MAY NOT EXIST. 4. APPROXIMATE SUBJECT PROPERTY AREA IS: �(� Q 7��7�'(� 51,195 SO FT +/- (1.17 ACRES) 2 ALL MONUSE MENTS SHOWN S SURVEY UNLON ESS WERE ELOCATED RWISE DURING THE 1137 CHELAN AVENUE .CORTHEAST, CELLO.A, hA 98059 IO ��71 �/1J1i 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD COUMEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND 3. SUBJECT PROPERTY TAX PARCEL NO. 102305-9173, TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2019. 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN OCTOBER of ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND 4. APPROXIMATE SUBJECT PROPERTY AREA IS: THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC 2019. THE FIELD DATA WAS COLLECTED AND RECORDED ON MEET THE STANDARDS SET BY WAS 332-130-090. 17,755 SO FT +/- (0.40 ACRES) MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2019. ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC NOTES MAY NOT EXIST. PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS 2, ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COMPANY, COMMITMENT NO. NCS-904517-WA1, WITH AN TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL EASEMENTS, ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND 2ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE , MEET THE STANDARDS SET BY WAG 332-130-090. 3. SUBJECT PROPERTY TAX PARCEL NO. 102305-9096, COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT PROPERTY TAX PARCEL No. 102305-9107. THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE 3SUBJECT PROPERTY TAX PARCEL N0102305-92754. APPROXIMATE SUBJECT PROPERTY AREA IS: PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON . . . PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE 28,478 SO FT +/- (0.65 ACRES) 4. APPROXIMATE SUBJECT PROPERTY AREA I5: THE PROPERTY. COMPANY, COMMITMENT NO. NCS-904514-WAl, WITH AN 4, APPROXIMATE SUBJECT PROPERTY AREA IS: 64,661 SO FT +/- (1.48 ACRES) EFFECTIVE DATE OF JULY 06, 2018 AND THAT ALL EASEMENTS, 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE 42,810 SO FT +/- (0.98 ACRES) MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD DESIGNATION "X PER THE FEDERAL EMERGENCY MANAGEMENT COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STANDARDS SET BY WAC 332-130-090. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF THE PROPERTY. STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR MEET THE STANDARDS SET BY WAC 332-130-090. WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE STANDARDS SET BY WAC 332-130-090. DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, 6, THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE DESIGNATION I PER THE FEDERAL EMERGENCY MANAGEMENT COMMITMENT NO. NCS-904512-WA1, WITH AN EFFECTIVE DATE OF PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND COMPANY, COMMITMENT NO. NCS-904518-WA1, WITH AN 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL 9, THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF COMMITMENT NO. NCS-904516-WA1, WITH AN EFFECTIVE DATE OF APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL PROPERTY IS 0, INCLUDING 0 DESIGNATED DISABLED SPACES. MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO 10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR 7, THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE THEIR EFFECT ON THE PROPERTY. WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE S. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT PROPERTY. AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 7, THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE 9. THERE WAS NO INFORMATION PROVIDED TO US BY THE 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT 11. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES To STREET DESIGNATION "X PER THE FEDERAL EMERGENCY MANAGEMENT COMMUNITY NO. 530088. IN KING COUNTY, STATE OF WASHINGTON, AGENCY (TEMA), ON FLOOD INSURANCE RATE MAP NO. CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT AGENCY (TEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. COMMUNITY NO. 530088, IN KING COUNTY, STATE OF WASHINGTON, COMMUNITY IN WHICH THE PROPERTY IS SITUATED. WAS FOR COMMUNITY N0. 5CURRE IN KING COUNTY, STATE OF OF OUR SURVEY. WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE MAP FOR OH WHICH IS THE CURRENT FLOOD INSURANCE RATE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 12. THERE WAS OBSERVED EVIDENCE OF WETLANDS OR WETLAND DELINEATION MARKERS FOUND AT THE TIME OF OUR SURVEY. 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THERE WAS NO INFORMATION PROVIDED TO THE CONTROLLING 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: JURISDICTION OF PROPOSED CHANGES TO STREET 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURERCLIENT RIGHT OF WAY / RECORDING DATE: DULY 05, 1945 LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR RECORDING INFORMATION: 3483200 9. THERE WAS NO INFORMATION PROVIDED TO THE CONTROLLING SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR 9, THERE WAS NO INFORMATION PROVIDED TO US BY THE IN FAVOR OF: PUGET SOUND POWER AN LIGHT JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY SURVEY. CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET COMPANY, A MASSACHUSETTS LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE CORPORATION SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT FOR: ELECTRIC TRANSMISSIONS AND THE TIME OF OUR SURVEY. 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED DISTRIBUTION LINE THEREIN: AFFECTS: AS DESCRIBED THEREIN. RECORDING DATE: JULY 05, 1945 "AS CONSTRUCTED 'ALONG THE EAST SIDE OF A PRIVATE ROAD RECORDING INFORMATION: 3483200 ALONG THE WEST SIDE OF SAID TRACT", ffTj IN FAVOR OF: PUGET SOUND ENERGY, INC., A 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREI WASHINGTON CORPORATION FOR: ELECTRIC AND/OR GAS RECORDING DATE: NOVEMBER 01, 1954 RECORDING DATE: JULY 5, 1945 TRANSMISSION AND/OR 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 4503591 RECORDING INFORMATION: 3483200 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: DISTRIBUTION SYSTEM RECORDING INFORMATION: JULY 5, 1945 UNDER RECORDING NO. IN FAVOR OF: JAMES W. HAZEN AND MILDRED M. IN FAVOR OF: PUGET SOUND POWER & LIGHT RECORDING INFORMATION: 4503591 AFFECTS: AS DESCRIBED THEREIN. 3HAZEN, HIS WIFE COMPANY "AS CONSTRUCTED 'ALONG THE EAST SIDE OF A PRIVATE ROAD FORPRIVATE I VATS ROAD AFFECTS: AS DESCRIBED THEREIN. FOR: INGRESS, EGRESS AND UTILITIES FOR: INGRESS AND EGRESS AND TO BRING FOR: AN ELECTRIC TRANSMISSION AND ALONG THE WEST SIDE OF SAID TRACT"" : AFFECTS: AS DESCRIBED THEREIN IN UTILITIES DISTRIBUTION LINE "PLOTTED" A "AS CONSTRUCTED" AFFECTS: AS DESCRIBED THEREIN. AFFECTS: AS DESCRIBED THEREIN. 5, RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PLOTTED" AS CONSTRUCTED 'ALONG THE EAST SIDE OF A PRIVATE ROAD 6. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: ALONG THE WEST SIDE OF SAID TRACT" ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF UNDISCLOSED UNDER RECORDING NO. 5407402. 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: THE SURVEY, RECORDED JUNE 24, 1998 UNDER RECORDING NO. "BLANKET IN NATURE" RECORDING DATE: SEPTEMBER 21, 1956 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 980624017 OF SURVEYS, IN KING COUNTY, WASHINGTON. RECORDING INFORMATION: 4732276 RECORDING DATE: AUGUST 08, 1963 "POTENTIAL ENCROACHMENTS" 6. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON IN FAVOR OF. KING COUNTY WATER DISTRICT NO. RECORDING INFORMATION: RECORDING INFORMATION: JULY 5, 1945 AS RECORDING NO. SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED JAMES W. 90, A MUNICIPAL CORPORATION RESERVED BY: JAMES W. HAZEN AND MILDRED M. 3483200 UNDISCLOSED UNDER RECORDING N0. 6387723. FOR: WATER PIPES HAZEN, HIS WIFE FOR: PRIVATE ROAD "BLANKET IN NATURE" AFFECTS: AS DESCRIBED THEREIN FOR: INGRESS, EGRESS AND UTILITIES AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" AFFECTS: AS DESCRIBED THEREIN. "AS CONSTRUCTED" THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE PLOTTED, SAME AS PARCEL B" NORTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: WASHINGTON; RECORDING DATE: JULY 24, 2003 "CITY OF RENTON ORDINANCE NO. 4025 REGARDING SANITARY RECORDING INFORMATION: 20030724002367 RECORDING DATE: SEPTEMBER 21, 1956 SEWERS" RECORDED DECEMBER 03, 1986 AS RECORDING NO. EXCEPT THE SOUTH 130 FEET THEREOF; IN FAVOR OF. PUGET SOUND ENERGY, INC., A RECORDING INFORMATION: 4732276 86LANKET I OF OFFICIAL RECORDS. R-4'I92'12 WASHINGTON CORPORATION IN FAVOR OF. KING COUNTY WATER DISTRICT #90 FOR: TO CONSTRUCT, OPERATE, MAINTAIN, "BLANKET IN NATURE" FOR: WATER PIPES AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED To KING couNTr FOR 137TH AVENUE s.E., BY DEED RECORDED UNDER IN COMPLIANCE WITH CITY OF RENTON STANDARDS REPAIR, REPLACE, IMPROVE, REMOVE, AFFECTS: AS DESCRIBED THEREIN. RECORDING NO. 5407402; ENLARGE, AND USE THE EASEMENT 8. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: "PLOTTED" AREA FOR ONE OR MORE UTILITY ALSO EXCEPT THE EAST 42 FEET THEREOF CONVEYED TO KING DEVELOPMENT ENGINEERING O SYSTEMS FOR PURPOSES OF RECORDED: NOVEMBER 18, 1999 7. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS COUNTY FOR 138TH AVENUE S.E., BY DEED RECORDED UNDER TRANSMISSION, DISTRIBUTION, AND RECORDING NO.: 19991118001037 UPON SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDING No. 6387723. RISIPPO 04I13/2022 SALE OF GAS "AFFECTS PROPERTY NORTH OF SITE, NOT PLOTTED" RECORDED AUGUST 6, 1968 UNDER RECORDING NO. 6387726. AFFECTS: AS DESCRIBED THEREIN. "BLANKET IN NATURE" "AS CONSTRUCTED WITHIN PLOTTED AREA" fib. G$E� 1 O4 Whsyt �■ ° ry�� ■ E""^"E ro �1o/1z/1s N.T.S.NTS CITY of ALTA/NSPSLANDTITLESURVEYTe r ra ne �°00<. RENTON SCHOOL DISTRICT measure success F soz REN TON I. 10601 Main Street, Suite 102, Bellevue, WA 96004 TLR �� DATUM ING NO ONgy igNO Planning/Building/Public phone 425.458.4488 support@terrane.net "" EJG/JGM 9/Public Works Deft. CHELAN AVE NE PROJECT 181375 www.terrane.net Ao/271V NO. REVISION BY DATE APPR � .."` " TOPOGRAPHIC SURVEY 0) O O O O O N 7 I) W N V O O N rej N CA O w i PARCEL A (LOT 10) THE NORTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 142 FEET. PARCEL B (LOT 7): THE SOUTH 1 ACRE OF THE SOUTH HALF OF THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M.. IN KING COUNTY. WASHINGTON. PARCEL B-1: AN EASEMENT FOR INGRESS AND EGRESS OVER THE WEST 30 FEET AND THE NORTH 30 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 10, AS ESTABLISHED BY AUDITOR'S FILE NOS. 1254827 AND 3483200 "NOTE: DOCUMENT REFERENCE APPEARS TO BE ERRONEOUS' 1103 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2018. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT (LOT 7) PROPERTY TAX PARCEL NO. 102305-9138. SUBJECT (LOT 10) PROPERTY TAX PARCEL NO. 102305-9076. 4. LOT 7 APPROXIMATE SUBJECT PROPERTY AREA IS: 43,561 SO FT +/- (1.00 ACRES) LOT 10 APPROXIMATE SUBJECT PROPERTY AREA IS: 61,439 SQ FT +/- (1.41 ACRES) 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-904520-WAl, WITH AN EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (TEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE PROPERTY IS 0, INCLUDING 0 DESIGNATED DISABLED SPACES. 10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY. 11. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. 12. THERE WAS OBSERVED EVIDENCE OF WETLANDS OR WETLAND DELINEATION MARKERS FOUND AT THE TIME OF OUR SURVEY. ■C_ Te r r a n e 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net 6. EASEMENT CREATED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 4825495 WHEREIN W.L. HANCOCK, FIRST PARTY, OWNER OF THE SOUTH 142 FEET THE NORTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SAID SECTION 10, AND JAKE H. PALMER, SECOND PARTY, OWNER OF THE NORTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER; LESS THE SOUTH 142 FEET, IN SAID SECTION 10, GRANTS ONE TO THE OTHER THE RIGHT TO CONSTRUCT A DETACHED PRIVATE GARAGE, EACH ON HIS OWN PARCEL OF LAND UP TO THE INTERIOR SIDE PROPERTY LINE COMMON TO BOTH PARCELS OF LAND IN CONFORMITY WITH RESOLUTION NO. 11373 OF THE BOARD OF COUNTY COMMISSIONERS; REFERENCE TO WHICH RECORD IS MADE FOR FURTHER PARTICULARS. (AFFECTS PARCEL A) "AS CONSTRUCTED" 7. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED JANUARY 27, 1999 UNDER RECORDING NO. 9901279024 OF SURVEYS, IN KING COUNTY, WASHINGTON. (AFFECTS PARCEL A) "BLANKET IN NATURE" 8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR 137TH AVENUE SOUTHEAST (135TH AVENUE SOUTHEAST) AS GRANTED BY DEED RECORDED DECEMBER 03, 1986 UNDER RECORDING NO. 8612031455. (AFFECTS PARCEL B) "NOTE: DOCUMENT REFERENCE APPEARS TO BE ERRONEOUS" 10. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED JUNE 24, 1998 UNDER RECORDING NO. 9806249017 OF SURVEYS, IN KING COUNTY, WASHINGTON. (AFFECTS PARCEL B) "POTENTIAL ENCROACHMENTS" THE SOUTH 130 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF FOR 135TH AVENUE SOUTHEAST; AND EXCEPT THE EAST 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSE BY DEED RECORDED AUGUST 6, 1102 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2018. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT PROPERTY TAX PARCEL NO. 102305-9124, 4. APPROXIMATE SUBJECT PROPERTY AREA IS: 33,395 SO FT +/- (0.76 ACRES) 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE CPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAG 332-130-090. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-904519-WA1, WITH AN EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 F, NTH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. measure success NO. 8. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE PROPERTY IS 0, INCLUDING 0 DESIGNATED DISABLED SPACES. 10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY. 11. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. 12. THERE WAS OBSERVED EVIDENCE OF WETLANDS OR WETLAND DELINEATION MARKERS FOUND AT THE TIME OF OUR SURVEY. 4, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JULY 05, 1945 RECORDING INFORMATION: 3483200 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY FOR: ELECTRICITY TRANSMISSION AND DISTRIBUTION LINE AFFECTS: AS DESCRIBED THEREIN. "AS CONSTRUCTED "ALONG THE EAST SIDE OF A PRIVATE ROAD ALONG THE WEST SIDE OF SAID TRACT""' 5. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT' RECORDED SEPTEMBER 21, 1956 AS RECORDING NO. 4732271 OF OFFICIAL RECORDS. "PLOTTED" 6. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR 138TH AVENUE SOUTHEAST AS GRANTED BY DEED RECORDED AUGUST 06, 1968 UNDER RECORDING NO. 6387730. "BLANKET IN NATURE" B. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED AUGUST 25, 2003 UNDER RECORDING NO. 20030825900008 OF SURVEYS, IN KING COUNTY, WASHINGTON. "POTENTIAL ENCROACHMENTS" PARCEL A (LOT 9il9N7Wi1 THE NORTH 110 FEET OF THE WEST 180 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER IF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M.. IN KING COUNTY. WASHINGTON: �(N79�171SM17i.YfYl777�1717N9] PARCEL A-2 THE NORTH 110.04 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 180 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR RIGHT OF WAY FOR 138TH AVENUE SOUTHEAST. PARCEL B (LOT 12) THE SOUTH 148 FEET OF THE NORTH 258.04 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF 1070 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 REVISION BY I DATE I APPR TLR 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2018. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO. WRITTEN FIELD NOTES MAY NOT EXIST. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT (LOT 11) PROPERTY TAX PARCEL NO. 102305-9202. SUBJECT (LOT 12) PROPERTY TAX PARCEL NO. 102305-9332, 4. LOT 11 APPROXIMATE SUBJECT PROPERTY AREA IS: 30,233 SO FT +/- (0.69 ACRES) LOT 12 APPROXIMATE SUBJECT PROPERTY AREA IS: 37,974 SO FT +/- (0.87 ACRES) 5, FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE CPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAG 332-130-090. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT N0. NCS-904521-WAI, WITH AN EFFECTIVE DATE OF JULY 10, 2018 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7, THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. B. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE PROPERTY IS 0, INCLUDING 0 DESIGNATED DISABLED SPACES. 10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY. 11. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. 12. THERE WAS NO OBSERVED EVIDENCE OF WETLANDS OR WETLAND DELINEATION MARKERS FOUND AT THE TIME OF OUR SURVEY. 5, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: SEPTEMBER 21, 1956 RECORDING INFORMATION: 4732272 IN FAVOR OF: KING COUNTY WATER DISTRICT #90, A MUNICIPAL CORPORATION FOR: WATER PIPES AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" 6. RIGHTS TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED JULY 23, 1968 UNDER RECORDING NO. 6380985. (AFFECTS PARCEL B) "BLANKET IN NATURE" 8, THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT" RECORDED APRIL 11, 1990 AS RECORDING NO. 9004111113 OF OFFICIAL RECORDS. (AFFECTS PARCEL B) Is goo I mI VEREN.T.S. ro..w � �� CITY OF RENTON �� DATUM .. Planning/Building/Public Works Dept. IF O O N Q J Cn O O O O O N A, 511 0) DO N V O CIDi N rej IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msi0D0 04/13/2022 F- z w ALTA/NSPS LAND TITLE SURVEY lm�10/12/18 O °°a°°" RENTON SCHOOL DISTRICT o DRAVING NO 1 81 375 CHELAN AVE NE PROJECT Q TOPOGRAPHIC SURVEY d U 14 °"147 N 0) O w i THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN COUNTY, WASHINGTON; EXCEPT THE SOUTH 200 FEET; AND EXCEPT THE WEST 12 FEET; AND EXCEPT THE NORTH 110.04 FEET; AND EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET, LESS THE EAST 18 FEET OF THE WEST 30 FEET; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 6380985. 1058 CHELAN AVENUE NORTHEAST, RENTON, WA 98059 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2018. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CO. WRITTEN FIELD NOTES MAY NOT EXIST. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT PROPERTY TAX PARCEL N0. 102305-9139. 4. APPROXIMATE SUBJECT PROPERTY AREA IS: 57,595 SQ FT +/- H.32 ACRES) 5. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAG 332-130-090. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT N0. NCS-904522-WA7, WITH AN EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR COMMUNITY NO. 530088, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. B. THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE PROPERTY IS 0, INCLUDING 0 DESIGNATED DISABLED SPACES. 10. THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY. 11. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. 12. THERE WAS NO OBSERVED EVIDENCE OF WETLANDS OR WETLAND DELINEATION MARKERS FOUND AT THE TIME OF OUR SURVEY. ■C_ Te r r a n e 10801 Main Street, Suite 102, Bellevue, WA 98004 phone 425.458.4488 support@terrane.net www.terrane.net �7c4Yi617@1�1@PRUgI@UUII7UIIUIq@I�7UD•IWIP]@W)®@7U11@liq\1117:771@ RECORDING DATE: JULY 05, 1945 RECORDING INFORMATION: 3483199 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A MASSACHUSETTS CORPORATION FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN. "AS CONSTRUCTED 'ALONG THE EAST SIDE OF A PRIVATE ROAD ALONG THE WEST SIDE OF SAID TRACT' 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: SEPTEMBER 21, 1956 RECORDING INFORMATION: 4732272 IN FAVOR OF: KING COUNTY WATER DISTRICT NO. 90 FOR: WATER PIPES AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" 7. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR 138TH AVENUE SOUTHEAST AS GRANTED BY DEED RECORDED JULY 23, 1968 UNDER RECORDING NO. 6380985. "BLANKET IN NATURE" 8. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AND EASEMENTS AS CONTAINED IN UNRECORDED LOT LINE ADJUSTMENT NO. 8803032 (BOUNDARY LINE REVISION): APPROVED DATE: JUNE 14, 1988 SAID INSTRUMENT SUPERSEDES KING COUNTY LOT LINE ADJUSTMENT NO. 485043, AS APPROVED MAY 20, 1985. "DOCUMENT NOT PROVIDED" 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 11, 1990 AS RECORDING NO. 9004111113 FOR: INGRESS AND EGRESS AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" measure success N0. SOUTH 200 FEET OF THE NORTH 230 FEET OF THE EAST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY WASHINGTON; EXCEPT THE SOUTH 125 FEET OF THE WEST 142.2 FEET; AND EXCEPT THE EAST 42 FEET CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 6387724 TO KING COUNTY ROAD. 1155 DUVALL AVENUE NORTHEAST, RENTON, WA 98059 1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JUNE OF 2020. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. SUBJECT PROPERTY TAX PARCEL NO. 102305-9378. 4. APPROXIMATE SUBJECT PROPERTY AREA IS: 39,736 SO FT +/- (0.91 ACRES) 5, FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. 6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. NCS-904511-WA1, WITH AN EFFECTIVE DATE OF APRIL 25, 2018 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO668 F, WITH AN EFFECTIVE DATE OF SEPTEMBER 29, 1989 FOR COMMUNITY N0. 530088, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. 8, THE ZONING REPORT WAS NOT PROVIDED BY THE INSURER/CLIENT 9. THERE WAS NO INFORMATION PROVIDED TO US BY THE CONTROLLING JURISDICTION OF PROPOSED CHANGES TO STREET RIGHT OF WAY LINES, NOR ANY OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF OUR SURVEY. REVISION BY I DATE I APPR TLR 7UUUILpi,Lli@ICI@IUIUUI@@1117UIIU61@I®7U115WI1U@P.Lgq@I/91@IL71:I7:77q RECORDING DATE: OCTOBER 23, 1918 RECORDING INFORMATION: 1254827 IN FAVOR OF: CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY COMPANY A CORP. OF THE STATE OF WISCONSIN FOR: ELECTRIC TRANSMISSION SYSTEM AFFECTS: AS DESCRIBED THEREIN. A DOCUMENT RECORDED AS RECORDING NO. 4636034 OF OFFICIAL RECORDS PROVIDES THAT THE INTEREST OF THE EASEMENT HOLDER WAS TRANSFERRED TO PUGET SOUND POWER & LIGHTING COMPANY "PLOTTED" 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JULY 05, 1945 RECORDING INFORMATION: 3483200 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORP. FOR: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE WITH NECESSARY APPURTENANCES AFFECTS: AS DESCRIBED THEREIN. "AS CONSTRUCTED 'ALONG THE EAST SIDE OF A PRIVATE ROAD ALONG THE WEST SIDE OF SAID TRACT." 6, EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: SEPTEMBER 21, 1956 RECORDING INFORMATION: 4732276 IN FAVOR OF: KING COUNTY WATER DISTRICT NO. 90, A MUNICIPAL CORP. OF KING COUNTY, WASHINGTON FOR: WATER PIPES WITH NECESSARY APPURTENANCES AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 12, 1972 UNDER RECORDING NO. 7204120016 FOR: ROAD AND UTILITY AFFECTS: AS DESCRIBED THEREIN. "PLOTTED" 8. RIGHT TO MAKE SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED AUGUST 06, 1968 UNDER BROODING NO. 6387724. "BLANKET IN NATURE" VEREN.T.S. ro..w � �� CITY OF RENTON �� DATUM .. Planning/Building/Public Works Dept. IF 0 O O N Q J Cn O O O O O N A, 511 0) W N V O O i N rej IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/13/2022 00 r z w 2 ALTA/NSPS LAND TITLE SURVEY 10/12/18 O °°a°°" RENTON SCHOOL DISTRICT o CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEY Q d DRAVING NO 181375 15 OF147 N w 0 qT 0 W I - CONTACT INFORMATION ENGINEER LED ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEP@LPDENGINEERING.COM WEBSITE: WWW.LPDENGINEERING.COM APPLICANT/OWNER RENTON SCHOOL DISTRICT NO. 403 300 SW 7TH ST RENTON, WA 98178 CONTACT: DR DAMIEN PATTENAUDE PHONE: (425) 204-2340 ARCHITECT: HUTTEBALL & OREMUS ARCHITECTS, INC. 4010 LAKE WASHINGTON BLVD. NE, SUITE 320 KIRKLAND, WA 98033 CONTACT: KATIE POND PHONE: (425) 828-8948 SITE DATA UTILITY SERVICE PROVIDERS WATER, SEWER, AND STORMWATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 PHONE: (425) 430-6400 SURVEYOR TERRANE 10801 MAIN ST, SUIT 102 BELLEVUE, WA 98004 CONTACT: DAVID LIVINGSTON PHONE: (425) 458-4488 LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP, INC 2329 EAST MADISON STREET SEATTLE, WA 98112 CONTACT: ANDY RASMUSSEN (206) 332-1732 PARCEL NUMBER: 102305-9076,9096, 9107, 9124, 9138, 9139, 9173, 9202, 9249, 9275, 9332 PROJECT ADDRESS: 1075 DUVALL AVE NE RENTON, WA 98059 SITE AREA: 486,565 SF (11.17 ACRES) DISTURBED AREA: 347,292 SF (7.97 ACRES) EXISTING IMPERVIOUS AREA: 60,990 SF (1.40 ACRES) GROSS IMPERVIOUS AREA: 230,530 SF (5.29 ACRES) NET NEW IMPERVIOUS AREA: 169,640 SF (3.89 ACRES) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 47% SEPA MITIGATION THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE RENTON SCHOOL DISTRICT ELEMENTARY SCHOOL NO. 16 GEOTECHNICAL ENGINEERING REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC. DATED DECEMBER 22, 2020. APPLICANT SHALL ALSO COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE WETLAND DELINEATION REPORT, PREPARED BY THE WATERSHED COMPANY, DATED NOVEMBER 26, 2019. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED OCTOBER 30, 2017. 2. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A REVISED ARCHITECTURAL SITE PLAN IDENTIFYING ALL UTILITY EQUIPMENT AND SCREENING. THE ARCHITECTURAL SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4, THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. Seattle, WA 01 1 m M fp.. 20fi973.1211 5344 engineering pllcwww.IVLen9lneerin9.om SEC 327 TWP 24N7 R 5E, W.M. NEW ELEMENTARY NO. 16 1075 DUVALL AVENUE, RENTON, WA 98059 PERMIT # C17-005833 VICINITY MAP NOT TO SCALE VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 1848 W 1/4 CORNER SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M. FOUND A 1-1/2" FLAT BRASS DISK WITH A PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT, DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 8TH COURT & UNION AVENUE NE. ELEV=41 1.28' BASIS OF BEARINGS N 88'29'24" E ON CENTERLINE OF NE 10TH STREET PER R1 NO. REVISION SHEET INDEX SHEET NO SHEET TITLE CO.0 COVER C1.0 TESC AND DEMOLITION OVERALL PLAN C1.1 TESC AND DEMOLITION PLAN CL2 TESC AND DEMOLITION PLAN C1.3 TESC AND DEMOLITION PLAN C1.4 TESC AND DEMOLITION PLAN C1.5 TESC AND DEMOLITION PLAN C1.6 TESC AND DEMOLITION PLAN C1.7 TESC AND DEMOLITION DETAILS C1.8 TESC AND DEMOLITION NOTES C2.0 GRADING AND DRAINAGE OVERALL PLAN C2.1 GRADING AND DRAINAGE PLAN C2.2 GRADING AND DRAINAGE PLAN C2.3 GRADING AND DRAINAGE PLAN C2.4 GRADING AND DRAINAGE PLAN C2.5 GRADING AND DRAINAGE PLAN C2.6 DRAINAGE NOTES C2.7 DRAINAGE DETAILS C2.8 DRAINAGE DETAILS C2.9 DRAINAGE DETAILS C2.10 DETENTION DETAILS C2.11 DETENTION DETAILS C2.12 DETENTION DETAILS C2.13 SITE SECTIONS C2.14 SITE SECTIONS C2.15 SITE SECTIONS C2.16 GRADING BLOW UP DETAIL C3.0 UTILITY OVERALL C3.1 UTILITY PLAN C3.2 UTILITY PLAN C3.3 UTILITY PLAN C3.4 UTILITY PLAN C3.5 UTILITY PLAN C3.6 WATER DETAILS C3.7 SEWER DETAILS C3.8 SEWER DETAILS C3.9 SEWER PROFILES C3.10 WATER PROFILES C3.11 WATER PROFILES C3.12 WATER PROFILES C4.0 PAVING OVERALL PLAN C4.1 PAVING PLAN C4.2 PAVING PLAN C4.3 PAVING PLAN C4.4 PAVING PLAN C4.5 PAVING PLAN C4.6 PAVING DETAILS C4.7 PAVING DETAILS C5.0 HORIZONTAL CROSSING PLAN C5.1 HORIZONTAL CROSSING PLAN C5.2 HORIZONTAL CROSSING PLAN C5.3 HORIZONTAL CROSSING PLAN C5.4 HORIZONTAL CROSSING PLAN C5.5 HORIZONTAL CROSSING PLAN C6.0 FRONTAGE OVERALL PLAN C6.1 FRONTAGE PLAN CHELAN AVE NE C6.2 FRONTAGE PLAN DUVALL AVE NE C6.3 FRONTAGE PLAN DUVALL AVE NE C6.4 FRONTAGE PLAN DUVALL AVE NE C NC FRONTAGE DRIVEWAY AND RAMP DETAILS FRONTAGE SECTIONS DUVALL AVE N C6.7 FRONTAGE DETAILS 0 0 0 N Q J CT O O O O O N T 7 O W N V O O N bj z 50 0 25 50 100 Scale 1"=50 R-419215 U) r LU 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING (D msippo 04/13/2022 AS NOTED Mw, Oaei„«, DATUM CITY OF O RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 98059 COVER oa MAR zon v0 o Ir NJ d 9/2/2 °°°" ,z72°/2' CO.O BY DATE APPR 18 °f747 O O O O O O N 'a Sl O W N V O O N U) r z w Q U O w w d N qT 0 W I— u m G G SDS & -- WW -_ W _ 329.12' o ozwo i0.2 1 Gf� p� a 4 R m 9 \\ 9\Z 0 s7C+2 0HH> B _ ip ipn nz vm zo E m. 1TEMPORARY 7 SUMP AND PUMP l SCOT \ 0,1'8 up II Iz tZ m"m I\a ips = ip � 1yI 1GG GJ i �55ss I\ o \ I ° \ c0 1 \ I TQ1 W03 I 9 �d I fo q20 (cSTABILI-z qF QR CONSTR W / os'pG 9Q0 ACCESS Z I vG�2G �I 8.8 rl I A LIMIT OF IF PH ALT tl PAVEMENT i ---":— SAWCUT AND '. ./'.{REMOVE EX / / 13+00-- \— r' INSERT EX POWER POLE MATCHLINE - SEE SHEET C1.2 F TREE I PROTECTION qq�� OD \ REMOVE EX GRAVEL ROAD ' r I / 20 L21 ,B L 6ZB M „8b REMOVE 4" KC WATER / MAIN, ASSOCIATED METER CONNECTIONS, AND '^ - II / Zr/ METERS NO LONGER IN n \ l / HH SERVICE REFER M ELECTRICAL PLANS p \ 1 "FOR DEMOLITION OF \ -0.1'S / ELECTRICAL LINES AND T / TEMP INTERCEPTOR SWALE m I W/ ROCK CHECK DAMS �9 STRUCTURES (ttP) 71 AS NECESSARY ® 50' OC D1J 7 a I US CO ST AC KOK/NO paI- TEMPORARY SEDIMENT TRAP / / ! / W/ MOVABLE SUMP AND PUMP OR / C 1 / SEDIMENT POND RISER 0 / A 0 S MINIMUM TOP SURFACE AREA= 950 SF 7��71.7 E% /' C SEDIMENT TRAP LOCATION IS m / / ✓ CAP EX WATER MAIN AT /APPROXIMATE AND SHALL BE ADJUSTED / S PROPERTY LINE / AS NECESSARY TO PROVIDE ADEQUATE / CONSTRUCTION ACCESS TO PROPOSED / 1 /SITE IMPROVEMENTS I\ ss ss—��ss ss / ss - ss I SILT )FENCE / TYP g Im i i k i n y M� I, R II N l IAS E EX GRAVEL ROAD PROPOSE NSTRUCTION ACCESS, SCHOOL ABILIZE CONSTRUCTION BUILDING CESS WITH ADDITIONAL OUTLINE CK AS NECESSARY INSTRUCTION\ DOWN AREA ANAGED WITH 1 ONSTRUCTION G I EQUENCE / I m A� -N m> o REMOVE/ABANDON / /EX SIDE SEWER / I REMOVE EX ia f// / TREES (TYP) ip . CAP EX SIDE E� AT PROPERTY LINE < N II I�lI \\ / L_ � siv NI \ o N /EMO/VE( V / /X\ 42 / /REROUTE UNDERGROUND \\ ?. ONSITRUCTION \ / ELECTRICAL VAULTS AND \ ACCESS (TYR) o \ LINE AS NECESSARY FOR \ f u \\ / PROPOSED FRONTAGE S• oNa v \/ o o IMPROVEMENTS t 1 o COORDINATE WITH CITY \ TEMP SD CULVERT UNDER 1000NSTRUCTION ENTRANCE o o a pi \\ TO CONNECT TO EX \ 1 DRAINAGE DITCH \ 0nn m,5. 1 REMOVE EX CONCH �G G CURB AND GUTTER 908+00 TYR) 1 909+00 vr� Seattle, WA 01 1 m M fF.. 20fi973.1211 5344 engineering pllc www.IpLenglneering.mm D E%B ALLAVE WE, BASIN R (TYp) 'CULVERT _G NO. REVISION REMOVE EX —AND GUTTER BY DATE APPR w=^= � 1 / 4Er � I I I / I/ I m I CONCRETE WASHOUT AREA I PER WED N I BMP OXIM LOCATION L APPROXIMATE , AND SHALL BE ADJUSTED I / AS NECESSARY TO PROVIDE / ADEQUATE CONSTRUCTION I / ACCESS TO E PROPOSED SITE / IMPROVEMENTS , � I 0 W I ^z / 110 I AC =5 1 15 REMOVE 20 0 10 20 40 Scale 1'=20' LEGEND — — — — PROPERTY LINE �230� EX CONTOUR (INDEX) 231— _ — _ EX CONTOUR EX BUILDING lI PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL _--.-SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION 000000 ENTRANCE SILT FENCE O EX TREE TO REMAIN V v EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED ---r�sD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK —�—� INTERCEPTOR SWALE ROCK CHECK DAM `"�" S FORCE MAIN 1) AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION 2) ALL TREES TO BE REMOVED THAT ARE GREATER THAN 20—INCHES IN DIAMETER SHALL BE SALVAGED AND STOCKPILED BY THE CONTRACTOR AND RELOCATED ONSITE PER THE LANDSCAPE AND WETLAND MITIGATION PLANS 3) UTILIZE EXISTING SITE FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE 4) PROVIDE INLET PROTECTION 300 FEET DOWNSTREAM OF SITE AND ALONG HAUL ROUTE 5) REFER TO SHEETS C1.1 C1.5 FOR DEMOLITION IN THE MATCHLINE - SEE THIS SHEET RIGHT-OF-WAY 6) THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE � CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWEEP) Know what's below. ,.- „ .... .o Call before you dig. 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PERMIT SUBMITTAL 8/27/21 PERMIT RESUBM17AL I2/20/21 11 PERMIT RESUBM17AL 3/4/22 ago. swe Kwwona. NO. REVISION BY DATE APPR w=^ LEGEND — - - — PROPERTY LINE �230� EX CONTOUR (INDEX) -231- _ - _ EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL F SAWCUT LINE x x ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION OOOOOO ENTRANCE SILT FENCE (D EX TREE TO REMAIN V v EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED —�.--r�sD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK -�-� INTERCEPTOR SWALE ROCK CHECK DAM `"�" S FORCE MAIN NOTES: 1) AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION 2) ALL TREES TO BE REMOVED THAT ARE GREATER THAN 20-INCHES IN DIAMETER SHALL BE SALVAGED AND STOCKPILED BY THE CONTRACTOR AND RELOCATED ONSITE PER THE LANDSCAPE AND WETLAND MITIGATION PLANS 3) UTILIZE EXISTING SITE FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE 4) PROVIDE INLET PROTECTION 300 FEET DOWNSTREAM OF SITE AND ALONG HAUL ROUTE 5) REFER TO SHEETS C1.1-C1.5 FOR DEMOLITION IN THE RIGHT-OF-WAY 6) THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) Is now what's below. Call before you dig. 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AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) Know what's below. Call before you dig. Dial 811 R-419219 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 t932 Flrst"°e �P NEW ELEMENTARY SCHOOL #16 M 1SuIte 932Fl0t P. °• ";" CITY OF I m Seattle, WA 98101 PERMIT SUBMITTAL 8/27/21 � 0- 1075 DUVALL AVE NE RENTON p. 206,9 3,5344 w7pe o PERMIT RESUBMITTAL 1z 20 z, RENTON WA 98059 f. 206.973.5344 R£ DATUM �F � PERMIT REsuBMITTAL 3/4/22 �°. ��Planning/Building/PublicP . TESC AND DEMOLRION PLAN /dNAI fN Works Dept. engineering pllc wrvW.lptlenglneering. am NO. REVISION BY DATE APPR sue nrow°ina. 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AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) "now what's below. Call before you dig. Dial 811 R-419220 IN COMPLIANCE WITH CITY OF RENTON STANDARDS P� CID 0 .j r� CY) CD CD C%1j rA, rfil 0') 00 N 1�t (D R r ill po 04/13/2022 GO F- z w NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 mo� 1075 DUVALL AVE NE RENTON, WA 98059 P�l F- TESC AND DEMOLITION PLAN C1.4 W a- 21 147 MATCHLINE - SEE SHEET C1.4 C4 0) C:) 1_U l_ low LINES AND JUNCTION M - REM �000 A REMOVE EX 7 1 ml� 7�> `77 `7 7movE EX POWER POWER P( POWER POLE 7 5,__ 'A --BOXES (TYP) ____,�REMOVE EX 9ON591, M _41717,N 7 t GRAVEL ROAD npk�L I I -- — ------ iE N 0 '48" W SUPFAC I N . . . 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PROVIDE ROCK STABILIZED CAP EX WATER MAIN CONSTRUCTION ENTRANCE AS AT PROPERTY LINE <X NECESSARY LCONSTRUCTION If LAYDOWN AREA MANAGED WITH CONSTRUCTION 8 z REMOVE 4' KC WATER MAIN, SEQUENCE REMOVE EX ASSOCIATED MEIER FENCE -/JL 1 0 w CONNECTIONS, AND MEFERS EV z '116� [C] NO LONGER IN SERVICE r�\ dn > cm� C 0 OUTLE1 TO EX DITCH C d 0a) vo 7 LIMIT OF Ck WORK (TYP) 0 -n 0 r�o z m 0 0 > z F1 0 cot RE TIE mm >z m� REMOVE EX X610 z TREES (TYR) 00 e� numm U U TEMPORARY SEDIMENT TRAP 0 0 NJ W/ OVERFLOW SPILLWAY 0 C� z MINIMUM TOP SURFACE AREA� 6 000 BE U SEDIMENT TRAP LOCATION IS APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY 2 TO PROVIDE ADEQUATE CONSTRUCTION ACCESS TO PROPOSED SITE IMPROVEMENTS U < x z r 6 STABILIZEI 0 CONSTRUCTION AND§CA E INNACCESS ( P) REMOVE EX 4' ED LINE REMOVE EX z r\% zo m Sm ROCKERY �26 W (TYP) LX I YN REMOVE EX TRENCH UNAIN KLmuvE EX L TRENCH DRAIN zRo > REMOVE EX 4" SD LINE zo mzmo om z I—,— EMP BID CULVERT UNDER > T ja b CONSTRUCTION ENTRANCE TO CONNECT TO EX I m > M > z z z 14 DRAINAGE DITCH C L COL E OWW PSE UTILITY POLE VV\ __`N�CATCH REMOVE EX CONCRETE� INSERT SAVE AND PROTECT EXJ��C% CURB AND CUTTER G—(TYP) �G BIOFILTRATION UNIT AND I III I I 7 D 7 t�� t — �ZPAWUUI ANU 777 T I REMOVE EX T_N T T�T_ ASPHALT (TYR) I \'�_G_ C'PR I I . I— . — — — , 1932 Flmt Ave SuIte 201 Seattle, WA 98101 PERMIT SUBM X 206.725.1211 PERMIT RESUBI m m M f. 2G6.973,5344 PERMIT RESUBI engineering pIIcwww.IpdengIneerIrg.om NO. REVISION —SAVE AND PROTECT EX— BIOFILTRATION UNIT AND TO REMAIN SAVE AND PROTECT E) —T— CURB AND GUTTER TO /REMAIN —W SAVE AND PROTECT E) 12" SD REMAIN 3TY DATE APPR 0 C:) C:) 20 0 10 20 40 Scale lw=20' LEGEND r� OR1 CD — — — — PROPERTY LINE 0 CD �230� EX CONTOUR (INDEX) CEI I 0 EX CONTOUR C\I EX BUILDING PROPOSED BUILDING OUTLINE �\\\\CO`VO\\\\ BUILDING/STRUCTURE REMOVAL ��SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL U77W �C�,W S BILIZED CONSTRUCTION 0) ETNATRANCE DO SILT FENCE N (D EX TREE TO REMAIN 1�t CE) x EX TREE TO BE REMOVED TREE PROTECTION sD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT . . . . LIMITS OF WORK INTERCEPTOR SWALE ROCK CHECK DAM FM S FORCE MAIN NO I ES 1) AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION 2) ALL TREES TO BE REMOVED THAT ARE GREATER THAN 20—INCHES IN DIAMErER SHALL BE SALVAGED AND STOCKPILED BY THE CONTRACTOR AND RELOCATED ONSITE PER THE LANDSCAPE AND WErLAND MITIGATION PLANS 3) UTILIZE EXISTING SITE FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE 4) PROVIDE INLEF PROTECTION 300 FEEL DOWNSTREAM OF SITE AND ALONG HAUL ROUTE 5) REFER TO SHEETS C1.1—C1.5 FOR DEMOLITION IN THE RIGHI 6) THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMINATER POLLUTION PREVENTION PLAN (SWPPP) W_ "now what's below. Call before you dig. z Dial 811 G— 91v+uu 5 A-419221 ILI �NN IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 T—T T—T T I t DEVELOPMENT ENGINEERING I TI 04/13/2022 W�W_�Z_W_W_W� U) z LU m CITY OF NEW ELEMENTARY SCHOOL #16 04 MA R 2022 Q 0 mo� 1075 DUVALL AVE NE 0 RENTON P�l RENTON, WA %059 Planning/Building/Public Works Dept. TESC AND DEMOLITION PLAN C 1 .5 CIE LU 22 147 BE. C\I C:) qT 0 LU 1-- MATICHLINE — SEE SHEET C1.2 �11 M W—W—W W: W — W -jr-- W 30, HOW > p Z> L rr 7 L 0 z Ell z Cr REMOVE EX CONCREIE 0 0, 71 M (TYR) 0 71 r7� 05\ 0 � m 1> F; F; 00 1 m: <m > TO EMOVE EX CONCREDE 00 <m n�o 00 CURB, LIZ H BASIN Q I BERT (TYR) QL,7 > 7 PER TO z T ANSPORTATION PLANS FT! FOR DEMOLITION OF 71 < ELECTRICAL VAULTS AND 0 0 LINES (TYR) — — — — — — FT! SAWCUT AND W REMOVE EX ASPHALT SS Ss (TYR) G R OV EX CONCREIE -AqFHALT )6+00 CURB NO GUTTER 907+00 PAVEMENT IT 71 m0> > > m>�m W— W L Cd W M WlA Az Onom In mo Poz W Oil 11 mc Imc 15111 Q I 1932 Eno Ave Sulte 201 Seal WA 98101 p. 206.725.1211 N M M f. 2G6.973,5344 engineering pIIcwww.IpdengIneel PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 OH�—D F N� NO. REVISION BY DATE APPR wl`�m S� �m�y DEMOLITION TO �UR AT THE ERSECTON OF VALE AND NE 1 OTH M- PERMIT. ID WRITTEN CITY M- REQUIRED WORKCAN 20 0 10 20 40 Scale lw=20' LEGEND PROPERTY LINE �230� EX CONTOUR (INDEX) —231— EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL ��ASPHALT SAWCUT LINE REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE SILT FENCE (D EX TREE TO REMAIN xEX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED sD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT . . . . LIMITS OF WORK INTERCEPTOR SWALE ROCK CHECK DAM FM S FORCE MAIN 1) AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION 2) CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE 3) PROVIDE INLET PROTECTION 300 FEET DOWNSTREAM OF SITE AND ALONG HAUL ROUTE 4) REFER TO SHREDS C1.1—C1.5 FOR DEMOLITION IN THE RIGHT—OF—WAY 5) THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWEEP) now what's below. Call before you dig. R-419222 19 Dial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Fri 04/13/2022 0 .j CD CD C\J 0) 00 N r o6j DO F- z UL! CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 RENTON 1075 DUVALL AVE NE RENTON, WA 98059 Planning/Building/Public Works Dept. TESC AND DEMOLITION PLAN C1.6 11- W cR� R W N CROWN DRIP LINE OR OTHER C 0 D LIMIT OF TREE PROTECTION L M IT F w A R A AREA. SEE CI�O FOR FENCE E E I z ALIGNMENT w A L ,G N, A E N L L z Zi milli ai of c:) r 6' 0 f f LIL, L I T FENCE NEE PROTECTION MAINTAIN EXISTING ILL! '4;1� �ja'. T. ...I . '. � TI I 6-0" HIGH CHAIN LINK GRADE WITH THE R� ST� CONSTRUCTION FENCE TREE PROTECIION GRASS OR ROCK FENCE UNLESS OTHERWISE LEVEL 6070M INDICATED ON THE LINE. 8.5" X 11" SIGN LAMINATED IN 85 X 11" PL ST C So P LASTIC SPACED EVERY 50' 5" THICK LAYER ""4 A OF MULCH ALONG FENCE. "NO TRESPASSING 2' mu. 1��. ii Dg= TREE PROTECTION" PLACE ON sis EACH SIDE OF FENCE WHERE 2' MIN, CONTRAi� 41N. NOTES LESS THAN 50 SHALL INCREASE J.'i DEPTH IF NECESSARY w ni 1 w T �,.m 7w = ===m 1� SEE SPECIFICATIONS AND ARBORIST REPORT FOR ADDITIONAL TREE PROTECTION �E�STA=T . . 11 i� 1. .1 ..P I.... .��.M� 1. 11 ftl� �'yr Mani REQUIREMENTS. 2. IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS AND APHORIST NOTED - I TI. IN �I�T REPORT FOR WATERING REQUIREMENTS. GRADE MAX 5% WITH POSITIVE DRAINAGE TO A SUITABLE 3. NO PRUNING SHALL BE PREFORMED EXCEPT BY APPROVED ARBORIST. OUTLET SUCH AS A SETTLEMENT TRAP STABILIZATION: SEED, COVER MEASURES, OR ROCK 12" THICK, PRESSED �FC 4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING INTO SWALE BANK AND EXTENDING AT LEAST 8" VERTICAL DURING FENCE INSTALLATION AND REMOVAL. FROM THE BOTTOM. ONTCHIBASIMINI t 0 DUE67A NKT5 STAB] UZEDOONSTIUMON EATRAM 5 X Aft 5. SEE SITE PREPARATION PLAN FOR ANY MODIFICATION WITH THE TREE NP INSERT CITY OF RENTON STD 215.10 STABILIZED CONSTRI ICTION ENTRAIN& 2 PROTECTION AREA. INS TREE PROTECTION FENCING 3 INTERCEPTOR Si 4 CITY OF RENTON STID 216,30- CATCH BA SIN �xnr"z 'ift im LIT Ismaili CROS!"clil" ni IF T,..r'Z r 11 GkT�E�ft�D�DF�D� 11 Ei I Mi OiXXV= sili ""p I 12 mr, �t==.DFII� Ei 14) TIMP 10 GuIIIIIIIIIIIIIIII 1111i I Past�a N m 'ITS CITY OF RENTON STD 214.00 - SILT VERINGTs FENCE 6 CITY OF RENTON STD 211.00 SEDIMENT TRAP W/ OVERFLOW SPILLWANYTs 7 CITY OF RENTON STID 216.10 SEDIMENT POND RISETR' CITY OF RENTON STD 213.30 PI RUNOFF WITH SEDIMENT FM FOR SEDIMENT TRAP STRETCHER BAR (TYR) SADDLE CLAMP (TYP) PROVIDE SOLID COVER OR FOR DISCHARGE OF ........... A A A A A A A A A A A A A A A A A A A A ACCEPTABLE SEDIMENT MOVABLE SUMP & PUMP OR (a) (a) FREE STORMWATER TO SEDIMENT RISER W/ OUTLET PIPE APPROVED OUTLEr PER RFLO SPILLWAY FILTERED PLAN OR OVE W 2'p x 2" MESH, LL7, RUNOFF 11 GAUGE MIN PROVIDE 6" MIN CLEAN PROVIDE GRAVEL AROUND SECURE PERIMETER ATTACHMENT AROUND ENTIRE FENCE PANEL WRAP WITH �ZWATER SURFACE . . . JI/ FILTER FABRIC z �A ' 1 3 24pp DIAMETER OR Pill NT`1 2 GREATER PIPE OR DRUM . . . . COn R K CONSTRUCTION FENCING :i MIN (MUST BE OF NON 80 LEE OR R-419223 ga i::: L 111�= 1.1�1 'm' . . . . LEACHABLE MATERIAL) W/ 2'X2' STAND A �1�1111 2"DIA WEEP HOLES 0 0 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WIRE TIES DEVELOPMENT ENGINEERING WATER LEVEL ej SUMP PUMP AND MOTOR REMOVE SEDIMENTATION AFTER msippo 04/13/2022 3 NECESSARY SITE IS STABILIZED & T.E.S.C. �BLOCKS AS NECESSARY MEASURES ARE REMOVED NTS W, 2 ft�ftbi MOVEABLE SUMP A MP SEDIMENT TRAP W/ STRUCTURE ND PU �Jlcl' Iiii 1932 Fist Ave AgEML MAR 2022 Suite 201 NEW ELEMENTARY SCHOOL #16 CITY OF P.U'lli Di PCH CHECK DAMS Seats, WA 9810 PERMIT SUBM17AL 18/27/211 1075 DWALL AVE NE mi� m m M p. 206.725.1211 RENTON li� PERMIT RESUBMITTAL 1 RENTON, WA 9M9 Qe410MAL V0 NTS f. 206,973,5344 PERMIT RESUBMITTAL 3/4/22 �DWED: I ATMill Planning/Building/Public Works Dept. TESC AND DEMOLMON C1 (i 9 CITY OF RENTON STD 217.40 - DITCH CHECK DAMS F Ni � i .7 www4dengIneei wP�D Si A=RDIMY NO. REVISION BY DATE APPR DETAILS SHM 24 W, 147 I 0 0 CD 0 ED CD I 0 c%1J r,r,, rel m DO N qqT (D r oej U) z w 0 w CL GENERAL NOTES 1 . EXISTING CONDITIONS 6. REGULATORY REQUIREMENTS: C4 0) A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. c:) B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. '�T B. OBTAIN ALL NECESSARY PERMITS. 0. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: cl 7� SAFETY SYSTEMS LU 1 ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. 3. 00 NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WIFFHOUT PERMISSION FROM AUTHORIFFIES HAVING JURISDICTION. B� THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. A� VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING EXCAVATION UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT DOWN TIME, VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN 5. DIMENSIONS AND LAYOUTS THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. A� THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. S. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE 13� THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY FLOODING, CONTAMINATED RUNOFF, OR ICING. RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE DOCUMENTS ARE ENCOUNTERED. NOTIFIED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SE17ING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A� IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION ONSDOI APPROVED SOURCE AS ALLOWED BY RMG THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. GRADING NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING STUDY, PROPOSED HOUSING DEVELOPMENT, 1144-1158 HARRINGTON AVENUE NORTHEAST", GEOTECH CONSULTANTS, INC. OCT 15, 2015. 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCID INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3 THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE- CONSTRUCTION MEETING(S) IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. F. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROOKERIES. A5 G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 1. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D� TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(l) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTML 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10.COMPACTION: REQUIRED COMPACTION- COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS REQUI ED MINIMUM RELATIVE COMPACTION UTILITY TRENCHES 95% UNDER WALKS AND PAVING: 95% AGAINST WALLS: 90% PLANTING AND LANDSCAPE AREAS: 85% OTHER: 95% 11FIELD QUALTY CONTROL: A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER*S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. CONSTRUCTION NOISE NOTES SWPPS PLAN NOTES 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, CONSTRUCTION -RELATED NOISE IS ALLOWED FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR 7 AM TO 8 PM MON-FRI SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY RENTON REQUIREMENTS, CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF NO WORK SHALL BE PERMITTED ON SUNDAY. LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7 00 AM OR AFTER 6 00 PM. PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 1 NO STATIONARY FUEL TANKS SHALL BE ALLOWED. MOBILIZATION/STOCKPILE AREA NOTES 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30. OWN EXPENSE. 5, FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. CONSTRUCTION SEOUENCE 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIMMY, A PRE -CONSTRUCTION MEETING OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF MUST BE HELD BETWEEN CITY OF RENTON, THE APPLICANT, AND THE APPLICANT'S CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO CONSTRUCTION REPRESENTATIVE. CONDUCT A PRE- CONSTRUCTION WALKTHOUGH WITH THE PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE CITY PROJECT PLANNER, ENGINEER, INSPECTOR AND ARBORIST TO REVIEW TREE PROTECTION COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE FENCING AND CLEARING LIMITS. AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. MAINTENANCE. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL CALL NUMBER IS 1-800-424-5555. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE, THE CONTRACTOR SHALL PROVIDE 3. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 4. ESTABLISH STAGING AREA. INSTALL STABILIZED CONSTRUCTION ENTRANCES, SITE ACCESS ROUTES, CONSTRUCTION PADS AND LAYDOWN AREA AS NECESSARY TO STABILIZE SITE. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE 5. INSTALL REINFORCED SILT FENCE, TREE PROTECTION FENCE, AND OTHER TESC MEASURES LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL AS INDICATED ON PLAN AND AS NECESSARY TO PREVENT EROSION AND STABILIZE SITE. METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 6. ESTABLISH SEDIMENT SETTLING PONDS AND OTHER CONSTRUCTION STORMWATER CONTROL 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY ELEMENTS. OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, 7. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE 8. REMOVE UNSUITABLE BEARING MATERIAL AS IN DICTATED ON THE PLAN AND AS REQUIRED. PERSONNEL. 9. GRADE AND PLACE ACCEPTABLE FILL, AS SITEWORK PROGRESSES, MAINTAIN AND ADJUST AS NECESSARY. 10THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN 10. INSTALL NEW STORM DRAINAGE SYSTEM AND CATCH BASIN INSERTS. MONITORING THE POLLUTION PREVENTION PIMPS AND RESPONDING TO A FIVE THAT NEEDS 11. INSTALL UNDERGROUND UTILITIES. ATFENTION, INCLUDING RECORD KEEPING. 12. CONSTRUCT PROPOSED SITE IMPROVEMENTS, 13. INSTALL AMENDED SOILS ON ALL DISTURBED SOILS NOT COVERED BY HARD SURFACE IN ll.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY ACCORDANCE WITH PIERCE COUNTY BMP T5.13. OF RENTON IDENTIFYING THE PERSONNEL RESPONS13LE FOR SPILL PREVENTION, INCLUDING 14. COMPLETE FINE GRADING AND FINAL STABILIZATION MEASURES INCLUDING LANDSCAPE CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. INSTALLATION. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS. DISPOSE USED IN MONITORING THE SPILL PREVENTION PIMPS AND RESPONDING TO A SPILL INCIDENT, OF IN AN AUTHORIZED LOCATION. INCLUDING RECORD KEEPING. 16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 17. MAINTAIN TEMPORARY EROSION CONTROL FACILITIES UNTIL SITE IS COMPLETELY STABILIZED. 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 1 ANY DUST SUPPRESSAINTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSAINTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS 1932 FImt Ave SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering plic www.IpdencIneerIng.om PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 F N� � 1� NO. REVISION BY DATE APPR S� �RDI�y CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SEF. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE REFENTION AS PRESCRIBED ON THE PLANKS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITTE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC PIMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLEFED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC PIMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC PIMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEEF ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLEFE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC PIMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DIEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WE[ SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX 0 OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC PIMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEEL OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY DEC DIVES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAININC EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORErENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC PIMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROOKERIES ARE CONSIDERED TO BE A MEFHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROOKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. R-419224 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I msippo 04/13/2022 .j CD 0 CD CD C%lj 0q) 00 N Nr CD C4 X U) F z UL! m CITY OF RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 9M9 TESC AND DEMOLITION 04 MAR 2022 0 mo� P�l C1.8 NOTES ULl a- �07 �l 25 147 C:) 0 LU 4�- -7� �A /it Ilk 7F IN\ SS SS — + N `;;� G 173 co T— __c 2,2 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M I. 2G6.973,5344 engineering p1Icwww.IpdengIneeI MINA MINE FMI Pa NO. maim REVISION (C2m4 ��\I I, C *13 MENOMONIE mommmmom MENOMINEE ommummommmommEMEM L1—L-LjmI I IV" I 4 In I. MN 114 4i4 IN "le \14 G 'maw M f�14iI I I x T�T A�w W—w��w op H �ROPERTY AREA: 486,565 SF (11.17 AC) AREA OF WORK: 347,292 SF (7A7 AQ �ARTFWORK �UT (EXPI 23,588 CY (25,000 TIN) -ILL (IMPORT): 14,259 CY (15,015 TIN) -OCATION OF EXPORT DISPOSAL: APPROPRIATE DISPOSAL LOCATION TO 3E SELECTED BY CONTRACTOR AND APPROVED BY PROJECT ENGINEER -OCATION OF FILL ORIGIN: APPROPRIATE LOCAL SUPPLIER OF FILL IIATERIAL TO BE SELECTED BY CONTRACTOR AND APPROVED BY 50 0 25 50 100 DROJECT ENGINEER -INISHED FLOOR ELEVATION --XISTINC STRUCTURES: ALL EXISTING STRUCTURES TO BE REMOVED Scale 1 =50 DROPOSED STRUCTURE: 431.00 7BY DATE APPR �l� � Im CITY OF 0 RENTON Planning/Building/Public Works Dept. + , 1 S7 ' + jit 1 m07—mm R-419225 III I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENFIF ENGINEERING msippo 04/13/2022 01 0 0 Z) .1 CD 0 ED CD I 0 C\j 'I rfil 0') GO N qqT (D CIP r o6j U) z U-1 NEW ELEMENTARY 8CHOOL *16 1075 DUVALL AVE NE O� 0 RENTON, WA 9M9 G69ADING AND DRAINAGE EmAR C OVERALL PLAN U-1 CL .2022 2 147 C\I C:) qT 0 U-1 III I LSDI30 CIS 7YPE 1 0�7. N I Im 4 J 4.2 J IS 431.56 (8- NE) OUT ou _W_W ---------- ------ CHELAN AVE112N(E ,s0F LOTs13 ss-Es I ss _7z- 0' T MATCHLINE - SEE SHEET C2.2 1 IIIII (�R TI UCT RE a 81 SD00 0I0 rJ G C - I E IA RIM 434�71 W/ tULIU LJ ING LID KIM 4=6d 0 S I FIE �SHEE IE 431.08 S IN RIM 436.00 2 IE 428.21 (8") OUT Ll 0 LF 6" HERE IE 431.08 OUT - (� N 12 FRONTAGE N 0 @ 0.5% MIN IS 431.00 12:: N� cp.i C7 IS 430.0 12 El� IN LEGEND IN IS 429.9 8" S) U - - - - - - - - - RIM 435.83 - W If +�"* C4 0 T r � 1:;�f I. ISP NT 13+00 IE 430.91 (8" E) IN TELE10 1AULT PER ELEC )0 0 10 20 40 �R. FLUSH 4W IS 42813 17 LF 6" NEI PROPERTY LINE IE 430.91 (8" W) IN RE 48 LF 8" . . . . . . ;" " .. I I I SS ow IE 430.91 (8" S) OUT I I I IIE 432.33 (4 E) OUT El OZ% MIN HOPE 0 1. 7 LF 4" PVC 27% EX CONTOUR (INDEX) j IE 427 98 13 LF 6" HERE =20' r 0 0,5% MIN Scale 1 EX CONTOUR SD#33, 09 TYPE I P�� , t 2-48 RIM 435.50 � 1 - _0 PROPOSED CONTOUR (INDEX) SIC07, C13 TYPE IE 431.45 (8" E) PER ELEG 71 LF 8" HOPE 4 .98 , 1 0 DS 23 IN TELECOM VAULT W) OUT RIM FLUSH W/GRADE W/ WILD LOCKING LID _IE 431.45 (8 1.0% 231 RIM 434.25 .7 - PROPOSED CONTOUR 0 - - - IE 431.00 12" S) OUT I �IE 426,95 0" E) GILL 430.12 8 N) IN 4 1 RIM 431,07 SPOT ELEVATION 429A 427.07 (8") OUT > 430 1 i �'/ I ( �m ;� m / -8 -4 FF 78.0 FINISHED FLOOR ELEVATION =m -0 t 0 0 x E03 RIM 430�41 50 LF 17 LF 8" PVC CIE 426.91 (4") OUT RO F EX BUILDING 12 @ 1.0% T 134 37' m HERE 0 0.5% rj 7! �ml DO SPOUT (�!) 11 r� _ � C 1?� \1 �7 C NECTI PROPOSED BUILDING CY) 60 LF 8" DI SD#42 C ON - - - - - - - % R M 432 09 T: P) CD S 22 LF 6" (S' S) OUT 0) CONCRETE PAVEMENT Er 1_)RIM 433.00 FTI 0 z IF 430 42 m CD Q�.,7 IL 429.4b E4 E) IN 4311 DPE @ m HEAVY DUTY CONCRETE CD IF 429.45 (12" N) IN X'- Z 5% MIN I IF 429.45 (12" W) OUT I T 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 40 S m END PAINTED RED CURB C\I 20 UP 12" PVC 0.5% Tc 1 M ASPHALT AC) PAVEMENT IS 429.89 4 TC 43 . 4 v 4m,m WATER QUALITY \TP 43 . TP 432.77 7 8" S (2:)TREATMENT FACILITY IF �4: @ 1.0% 'T 0" HEAVY ASPHALT (AC) PAVEMENT 4*X6' MODULAR 03 1 1 UP 43002 F LF HERE �O -HOPE 0 GRAVEL SURFACING WETLAND SD#1, 08 TYPE 1* ---------- MIN 1 09 TYPE 1 IS N/DUT 429. 6 22 LF 8" 4 Y ELEC VAULT PER ELEC RIM 430.33 GRASS PAVE PVC 0 2.0% RIM FLUSH W/GRADE IF 427.5 PVC 2.5% IF 427,78 (81' E) OUT 21 1 RIM 429.45 , (8" E) IN [76 LF 8" PVC 0 0... Or n- _iip I I 20 LF 8" FYVC 2.5% 430,33 T IE 426.66 (4" N) OUT IF 427.51 (8" S) OUT SITE WALL 9 LF 4'p PVC 0.5% 1( 41 IE� - - VERTICAL CURB E 2-54 (MLOW CONTROL �IKIJIUIUNL PVC �4288 1 1 6 LF 6'p LF HOPE L C T7_2 1 6 T 87 LF 4 PVC 0.5% it - : 0 0.5% MIN W/ SOLID LOCKING LID @ 2,0% 4�1 IP 436 22 RIM 32,56 �I, - I CATCH BASIN TYPE 1 11 wil I ff T 3581 7_1 27 \1 1 152 LF 8" HOPE @ 0.6% '44 LF 6 T_�P -4 IF 430.89 (8" E) OUT / a: . . '. . I & a \ 62 �W/FLOW CONTROL RISER 7 1+ TELECOM VAULT PER ELEC DO q?�7 RIM 435.60 �7 IE 431.00 12:: N IN PVC @ 2 0% K 4330 TC 430 52 RIM FLUSH W/GRADE CATCH BASIN TYPE 2 F 43256 I� IS 426 62 (4" E) OUT �STORM DRAIN PIPE 12 E� IN T 430 02 C:) 8'p W) OUT 4 /1 7 42996 LF 4" PVC 0,5% 7\\Tr�2 C-) +0 0a CS 7 HERE ............... FOOTING/SUBSURFACE DRAIN 429 67 SD#3 03 TELECOM VAULT PER ELEC TN TYPE 1 6 LF 6" 0I AGE _L_ 436 28 IF 'RIM 429.23 0 05% MIN DISPERSION TRENCH RIM FLUSH W/GR f I / rT 4 1 426 It ., IE 432.33 (4" SW) OUT 1 6.57 (4pp W) it ZU U 0 J1 _hl E) OUT STORM DRAIN CLEANOUT 56 LF 4" PVC 5.1% IN 1 4 0 NOTES: [P-Al CM DETENTION/WATER QUALITY I ith SD#35 013 1 1 FE; 11 41". @ 17� I ALL ON -SITE CB TYPE 1 W SOLID LOCKING LID TC 436 90 D T 4 4 RIM 435.69 7 7 43640 SID @ 0.5% STRUCTURES SHALL HAVE GRATES DS- DOWNSPOUTS - N) IN 43746 V 42/ T, 4,, 7, 73 8' H P 1 6 1 '. , ;� SIDE SEWER PIPE (�2:) IS 430.47 (S I I PER WSDOT SLID PLAN B-30.50-03 q?�7 It ��I.UV IZ QUIT 31 0.6% 1. 11 TP 431 1 1 1 86 IL 42V.�/ IZ4 L) ON 1k ; 1V a UNLESS OTHERWISE SPECIFIED ON SEWER CLEANOUT T TP 429 21 1 1, k Is I W 436 25 TIC ;32 96 A PLANS, 6 72 1 11 UP 432 88 TP 432 4 SIDE SEWER CONNECTION 'STORMWATER :1 20 LF 8" DI STORMTECH SO 436 22 ED @ 0.5% SANITARY SEWER MANHOLE 2. ON -SITE CB TYPE I STRUCTURES =1 P 0 A TOP OF FOUNDATION SPOKE 432 96 TYP 33 1" LF HERE TOP OF CHAMBE 4 24 1 V1 I . -, r/ -L , S� @ 0.5% MIN 104 CHAMBERS 14 LF DI WITH ADA COMPLIANT GRATES SHALL @ 0,5% BOLLARD 1 RIM 2 �21 BE PER WSDOT PLAN B-30.15-00 FIRE HYDRANT 71 4 4 (8" W) IN 4M.69 -14:3�BOTTOM OF CHL A 'BER' 4 ' 96 OR APPROVED EQUAL. M BOTTOM OF FOUNDA "IN �2IIz).46 IS 4 4 (8" NW) OUT WATER F171NGS lie J'Y'7 )s LIL - - - r I � 1313#34 CB TYI z In t T 63 LF 8 k 3. ON -SITE CB TYPE I STRUCTURES W WATER SERVICE LINES HERE @ Im \ :. i FIL/7/", 6 \A Q2�7 RIM 436.22 4 1 4 q WITH SOLID LOCKING LIDS SHALL BE IS 432.55 (8" OUT F� 0.5% WATER METER 4 4 PER WSDOT PLAN B-30.20-04 OR 176 LF 4" PVC 1.8% . Z6, 1 - I - - : . EQUAL. WATER SERVICE LINES TIC 4182 APPROVED 0,4' N l4 STORMWATER D NTION FACILITY .113 43t5 C 434,30 TC 43 3 �P 4 987. FIRE SERVICE LINE STORMTECH SC-740 73 A� TIC 438 36 FIRE SERVICE VAULT 140 CHAMBERS C 43 W TIC . . . (27) TOP OF FOUNDATION STONE: 46Z.Vo 7 �736 T 437.W Ta� FIRE SERVICE CONNECTION TOP OF CHAMBER: 432.46 P 436, 5 1 43571 B070M OF CHAMBER: 429.96 4 2 MATCHUNE - SEE THIS SHEET IqLg B070M OF FOUNDATION: 429.46 __$ _G 908+00 1 '.*.SD CI 137, 013 TYPE 2-48' 436 D M7� 1 7 �F _1Y 4 -RIM 429.87 SOLID LOCKING LID 3 5 434.50 433 R IF 425.73 (12" S) IN 3�_00 SI) IN IF 425.73 (8" W) IN 00 �2 W 3 2:: N :jIE 425.73 (12" N) OUT N) IN 2 24" E) IN _W_ W 3 8 now what's below. Call before you dig. Dial 811 I DW K j ORNMI7 8 R-419226 III C23 . . . . . . 4 IE 426.16 (8") DO] Im vne �M 4 P� � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9 111 VAULT PER ELEC RIM 430.34 813291 08 TYPE 1 1421 DUVALL A V�E WE� % RIM FLUSH W/CRADE DEVELOPMENT ENGINEERING 001111h LL RIM 432.88 �2�7 IF 426.25 (4- E) IN IA' 1.1\ �1.1 SURFACE WAT7ER/,UTILITY 53 LF 4" PVC 4.8% /11 TELECOM VAULT PER ELDC� IE 430.79 (8� W) IN It 4ZID�20 6 W) IN IIIIIE 428.83 7JFarahWO4/11/2022 msippo 04/13/2022 IE 430.79 (8 S) OUT _G SEE SHEEr C6.2 AND C6.3 IF 426�25 (12" N) OUT G-RIM FLUSH W/CRADE FOR FRONTAGE IMPROVEMENTS- G- G G G U) IF 433.13 0" S) OUT I 909 +00 1932 Flmt Ave Ruts 201 Seattle, WA 98101 p. 206.725.1211 m m M I. 2G6.973,5344 engineering pIIcwww.IpdengIneeI NO. REVISION BY DATE APPR MATCHLINE - SEE THIS SHEET AS NOTED CITY OF RENTON Planning/Building/Public Works Dept. z LU NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 RENTON, WA 9M9 GRADING AND C2.1 DRAINAGE PLAN DID a- 27 147 C\1 C:) qT 0 LU I-_ CD LEGEND z moo 0- m 0 10 20 40 0 -D PROPERTY LINE Z= z mm EX CONTOUR (INDEX) j > > Scale 1 =20' ID Z I f EX CONTOUR z0z mmo < X X X X 230 or - - - - PROPOSED CONTOUR (INDEX) - - - - PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING STORMWATER DISPERSION TRENCH 8 2' WIDE X 30' LONG GRAVEL FILLED PROPOSED BUILDING CY) TRENCH W/ CD CONCRETE PAVEMENT 0 \\148' FLOW PATH t t t T 2' WIDE X 50' LONG GRAVEL FILLED C:) HEAVY DUTY CONCRETE CD TRENCH W1 I N (�6 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 156' FLOW PATH END PAINTED RED CURB C\I P2, ASPHALT AC) PAVEMENT SD#24. C13 TYPE 1 W7SOLID LOCKING LID RIM 427.50 HEAVY ASPHALT (AC) PAVEMENT IE 422.83 (8" E) IN MSZO&LIAM CID SI TYP 1 GRAVEL SURFACING W/ SOLID LOCKING LID IE 422.83 (8" PERF S) OUT RIM 421.00 RIM 427.50 IE 418.33 8:' E) IN GRASS PAVE IE 418.33 b' PERF N OUT IE 422�83 (8: E) IN IE 418.33 8" PERF S� OUT IL 4ZZ,b3 d PERF S) OUT SITE WALL 1 VERTICAL CURB 57 LF 8" HDPE' 0 CATCH BASIN TYPE 1 I CATCH BASIN TYPE 2 GO �STORM DRAIN PIPE -RIM 428.16 IE 425�47 (8- E) IN I I TIT (D IF 424�66 (8" NW) OUT DO ............. FOOTING/SUBSURFACL URAIN C I L IF 424�66 (8" S) OUT m m DISPERSION TRENCH 800 -6 LF 8" PVC 2� 6 TORMWATER 0 3.0% it TIT DETENTION/WATER OUALffY P23DISPERSION IKENCH A n I STORM DRAIN CLEANOUT �2 WIDE X 50' LONG rR TYPE 2-48* DS - DOWNSPOUTS GRAVEL FILLED TRENCH 0 W/ LID 139' FLOW PATH KIM 426.9b H_� SIDE SEWER PIPE WNA IE 424.47 14: E) IN a _�, A> z 4 .6 W DO 423.62 N I N SEWER CLEANOUT rNV LP U lv� -0 0.7% 423.62 S DO SIDE SEWER CONNECTION 0 SANITARY SEWER MANHOLE 73 LF 8" HOPE 0 0. % BOLLARD 52 LF S" FIRE HYDRANT HDFE 0 onv WATER F171NGS V W WATER SERVICE LINES 34 LF 6" WATER METER HOED V V.Wl NOTES: -MIN %B TY 2-48, WATER SERVICE LINES W/ SOLID LOCKING LID LJ - RIM 429.89 2 Li El FIRE SERVICE LINE 1 . ALL ON -SITE CB TYPE 1 a� _Q� STRUCTURES SHALL HAVE GRATES IF 425.50 (6" SEE) IN p2�7 _IE 423.11 (8" N, IN 4 1 . E 7 430811 Lj @ 05% m FIRE SERVICE VAULT PER WSDOT STD PLAN B-30.50-03 E 423.1 1 �8 F�G Z9 6'61 423.68 FG 4 IUD UNLESS OTHERWISE SPECIFIED ON I X 429 2 FIRE SERVICE CONNECTION C3 IL P/FG 428 PLANS. 9 LF 6" HOPE 0 - 0 0.5% MIN 4NA L IL �Zo, lz� 2. ON -SITE CB TYPE 1 STRUCTURES 20 L 6" WITH ADA COMPLIANT GRATES SHALL LOP 0�57 CONNECT TO FOOTING DRAIN 7. BE PER WSDOT PLAN B-30.15-00 MIN Li 0 .... JP 430.81 8 LF 6 PVC 0 0.5% MIN �FG 429 70 OR APPROVED EQUAL. 4 1 0 . 1 4 7 (K)ROOF DOWNSPOUT (TYP) : �A .. . .. . .. . 428.30 923 13 LF 6 HOPE @ 0.5% MIN 429.75 CONNECT TO FOOTING DRAIN \ 428,79 _T MIN 00 2 LF 6" HOPE 0 0.5% I j 428,15 CLEANOUT (TYP) HDPE @ 0.5% 37 LF 6" HOPE .5% 3. ON -SITE CB TYPE 1 STRUCTURES 103 FOOTING DRAIN 59 LF 6" 484 LF 8" HOPE I WITH SOLID LOCKING LIDS SHALL BE I /a I.b : 40&4j MIN 4 1 211 SD#1 PER WSDOT PLAN B-30.20-04 OR �IE 426.28 0 RKIM*428.84 IE 423.15 (8") OUT EF 0.0 APPROVED EQUAL. - - - 4MM 8 LF 8" PVC MATCHILINE - SEE SHEET C2.1 UMFUA .0 0 21 �6% I g B TYPE 1 4 SD"9 CB�Wl W� MADA gC W W1 ADA COMPLIANT GRATE RIM 421 RIM 429.40 4 iW 431.21 r IE 426.73 (15" E) IN TP 429 80 M 42,8130 IE 426.73 (15" W) OUT .43A,?6 IE 424.63 �8:: BE) IN (21 3i'm IE 424.63 8 N) OUT ��7 4ZFOOTING 7 7 429. 51 DRAIN 44 LF 6" HDPE 0,5% MIN (TYP) MATCHILINE - SEE SHEET 02.3 �*\ �Jlcv, 19 AS NOTED mD im/1"I CITY OF eate, PERMIT SUBM17AL 8/27/21 p. 206.725.1211 PERMIT RESUBM17AL 12/20/21 RENTON f. 2G6.973,5344 SU31t2 F mt Ave e 201 mmm S I . WA 98101 PERMIT RESUBM17AL 3/4/22 ATV� Planning/Building/Public Works Dept. engineering pI1cwww.IpdengIneerIng.oDm qe410MA L 0/ *) WNOTOWINDH NO. REVISION BY DATE APPR S� �RDI�y (i Know what's below. Call before you dig. R-419227 ju Dial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 SURFACE WATER UTILITY DEVELOPMENT ENGINEERING -IFamh LITY msippo 04/13/2022 22 J) z LU NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 9M9 GRADING AND P (72. 2 DRAINAGE PLAN C\1 0) Tttt 47 C:) qT 0 UL! 1_ MATCHILINE - SEE SHEET C2.2 MATCHILINE - SEE SHEET C2.4 9 LF 6" HOPE @ 0.5% MIN IE TP 4N,72 IE 427.10 24 LF 6" HOPE @ 0.5% MIN t 38 L -�-Ii 04:23.93 TO E C Y 0 P IE 427.48 5 M N 25 6" 42 LF 6" 4 6 HOPE III HOPE 0 IE 424.04 0 5% MIN DO 20 O�5% MIN 18 LF 6" HOPE \\Y 0 O�5% MIN 4 IE 425Z8 1 TELECOM VAULT PER ELEC 215 LF 8" HDPE_,__� RIM FLUSH W/GRADE LF 4" PVC 3 LF 6" HOPE I 0 1,8% IE 424.33 (4" N) OUT 5% .5% MIN \� / L 18 LF 6" HOPE 81 LF 8" 0 0.5% MIN HOPE @ 1.6% IE 427.77 FOOTING IDRAIN . . . . . 30 6 HOPE (TYR) IT, 3 L 6 H E - - - - - - - �-fr , T\ SD#17 SI 0. IN M 4q 4M 02 429W - - - - - - - E, 1\ RIM 429 97 CL2,� 33 LF 6" HOPE / I : ) : : : ll:: : : T IE 427.07 (8") OUT 9(�)ROOF DOWNSPOUT LOM CONNECTION (TYR) FOOT ING DRA EU) CLEANOUT (TYR) Qj.§ ji T IL" .4 .7 RIM 430.71 IE 428.04 IP) OU 26 LF 6" HOPE 0 0.5% MIN 4 - Lt FF 4m 51 MIN .... . .. 65 LF 6 HOPE C 0 5%, 4Z FOOTING 'DRAIN t i�jq (TYR) L6 GRADE 6 LF 6" HOPE GARBAGE/RECYCLE 0 0.5% MIN 6 ROOF DOWNSPO I �L I ! 4 ENCLOSURE TO U NNECHUN IIYHL L III IL CONNECT TO PLAY > DRAIN TO SEWER ROD H F DOWNSPOUT (TYR) 0 CB TYPE I AREA UNDER -DRAIN 9 L 0 8 RIM AND IE PER 9 LF 6" HOPE 0 015% MIN D PER LANDSCAPE 41 `t� I - @ jE 426.96 SHEET C3.3 (7) v r 1 2 4 1 43035 I I m m 160 12" It CID CID PVC .7% 42 t m :L M m m D to 6 ILE 6" HOPE �3 LF 6- L 8" DI CO CID HOPE 2. m t IN m m 429 TV [T2C 42876 TP TP 42823 0 ON, 42!23 It 66 0 TP 428.9 430 L8,1 TC 429 92 42/ t TP 429 It t a It ... . . . . . . . . . . TCaL C* TC 4M-5 T 49012� ff 428,74 9 95 9 TP 4M 0 . . . . . . . . . ...... TP 430L02 . . . . . . . . 06 N7 z �C 3 06 TP 429 62 . �C 430.06 fr 43OL52 ... . . .. . . . . 429 56 . . . . . . . . . . . . . . . . . : : : : : : : - 6 : : : : : : : : : `Tw�-&: 160 LF 12" PVC . . . . . . . . . . . . . . . 1 L07 . . . . . . . . . . . . . . . . . . t . . . . . . . . . .... . . . . . . . . . . NOTES: . . . . . . RII (NR TYP I . . . . . . . . . RIM 428,23 66 '1� T 4 IE 423.25 (a) 1 . ALL ON -SITE CB TYPE 1 7 4NI6 7 42AU 12:: S IN 8 - - - - - - - IE 423.25 N NI OUT �2�7 TC 431.92 STRUCTURES SHALL HAVE GRATES TC 431LW F 430.12 430,� 8 V 431.42 1 7 430Lffi 134 LF 12 PVC PER WSDOT STID PLAN B-30.50-03 0 1.0% UNLESS OTHERWISE SPECIFIED ON 45 LF 8 HOPE MIN PLANS. @ 0.5% W/ ADA COMPLIANT GRATE RIM 427.40 8- IF 424 73 US" SW) IN 2. ON -SITE CB TYPE 1 STRUCTURES W) OR IF 423 01 US L WITH ADA COMPLIANT GRATES SHALL L LL�� BE PER WSDOT PLAN B-30.15-00 OR APPROVED EQUAL. - - - - - - I- d 3. ON -SITE CB TYPE 1 STRUCTURES 8D#25, go 81300 RIM 430 21 WITH SOLID LOCKING LIDS SHALL BE IE 426.95 W) OUT PER WSDOT PLAN B-30.20-04 OR APPROVED EQUAL. G G G SDM#6 09 1 916+UO RIM 429 97 91ntuu 7��F - - - - I � IE 426.90 W) IN ,Tc__ , Nqmq,y 4 1E 424.57 1:: S N I A I I A I IN I WA ' '7 ilVHdSV IE 424.57 2 N� 0 T 1/1 1 � " I I V� (PUBLIC RIGtIT'0; '?) (PUBUC RIGHT WAY) T-/ T-T_____�T-T---A -W IN ... �11-W-W-WZ-W-W-W-w X/ W-W-W-W/ W-W mef � LEGEND Scale 1"=20' D PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 - PROPOSED CONTOUR (INDEX) E31 - PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION T, EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 �STORM DRAIN PIPE ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH moo DEFENTION/WATER QUALITY 0 STORM DRAIN CLEANOUT DS- DOWNSPOUTS SIDE SEWER PIPE \7�SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER MEIER FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION NOTES: 1) REFER TO SHEETS C5.0-05.6 FOR GRADING AND DRAINAGE IMPROVEMENTS IN THE RIGHT-OF-WAY "now what's below. Call before you dig. R-419228 6 Dial 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FSU7RFACE WATER UTILITY DEVELOPMENT ENGINEERING %R I nrnE 04111/9022 msippo 04/13/2022 C ImmStUte 201 AS NOTED ITY OF NEW ELEMENTARY SCHOOL #16 Seattle, WA 9810 PERMIT SUBM17AL 8/27/2_1�_�D 1075 DWALL AVE NE 111 206.725.1211 PERMIT RESUBM17AL 12/20/21 RENTON f. 2G6.973,5344 RENTON, WA 9M9 1932 Flmt Ave 1 PERMIT RESUBM17AL 3/4/2 ATV� Plannirg/BuildingC/Public Works Dept. GRADING AND F N� � 1� engineering pl1cwww.IpdengIneer1ng.oxrI NO. REVISION BY DATEL INFER wP��DD s� �RD'�y (i DRAINAGE PLAN 0 CD CD CINI rA, S1 0) 00 N 1�t C:) J) F- z LU DUE 04 MAR 20:22 0 mo� C2.3 29 _J 147 LU OL C\I C:) 'T 0 LU III C:) C:) 0 LEGEND 20 0 10 20 40 PROPERTY LINE 0 EX CONTOUR (INDEX) j N� Scale T=20' 0 EX CONTOUR LJ� L�: F= P= 230 - T T PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR 9 - - - - - - SPOT ELEVATION 0 ri FF 78.0 FINISHED FLOOR ELEVATION IL - - - - - - EX BUILDING I - - - - - - - - - - P� - - - - - PROPOSED BUILDING CY) CD - - - - - - - CONCRETE PAVEMENT 0 -4� CD HEAVY DUTY CONCRETE CD - - - - - - - - - - - - - - - - _CT - - - IN, I 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 END PAINTED RED CURB C\j ASPHALT AC) PAVEMENT L - - - - - - HEAVY ASPHALT (AC) PAVEMENT 0- L I GRAVEL SURFACING GRASS PAVE 0 SITE WALL - VERTICAL CURB 0 it CATCH BASIN TYPE 1 z GO CATCH BASIN TYPE 2 PE DO SD#50 CB TYPE 1 STORM DRAIN PI m C:) W ADA COMPLAINT GRATE 0 ca RIM 426.20 FOOTING/SUBSURFACE DRAIN IE 421.35 (13" W) OUT SDI m 5CI3 2--W DISPERSION TRENCH L037 [5 W/ SOLI Qj.,7 QL7 6 LF 8" PVC RIM 424.92 NOTES: DETENTION/WATER QUALITY @ 2.0% 0 IE 420�70 12" S IN IE 4 IN F*+ STORM DRAIN CLEANOUT IE 4 IN I . ALL ON -SITE CB TYPE 1 DS - DOWNSPOUTS SD#41 CB TYPE 2-48 STRUCTURES SHALL HAVE GRATES W SOLID LOCKING LID > 6 LF 8" PVC RIM 426.12 0 10% PER WSDOT SLID PLA IN B_ 306,50-103 SIDE SEWER PIPE IE 421.23 (13" S) IN (�2 -7 UNLESS OTHERWISE SPECI FIE ON SEWER CLEANOUT IE 420.70 (12" NN IN Q�.,7 q3�7 PLANS. /IE 418.67 (24" E) IN SIDE SEWER CONNECTION 0 SDI CB TYPE 1 SANITARY SEWER MANHOLE 2. ON -SITE CB TYPE I STRUCTURES W/ ADA COMPLIANT GRATE (2) RIM 424.83 WITH ADA COMPLIANT GRATES SHALL BOLLARD IF 420.63 �8" N) IN BE PER WSDOT PLAN B-30.1 5-00 IF 420.63 3" S) OUT FIRE HYDRANT SI C13 TYPE 1 OR APPROVED EQUAL. W/ WATER F171NGS ADA COMPLIANT GRATE E Z� I% M 427.67 3. ON -SITE CB TYPE I STRUCTURES w WATER SERVICE LINES _0 IE 422.71 �8:: SE) IN x 0 � �A 0 _t! IE 422 71 8 N) OUT 0 m WITH SOLID LOCKING LIDS SHALL BE WATER METER EAVE SD#I4 PER WSDOT PLAN B-30.20-04 OR 0 W ADA COMPLIANT GRATE W WATER SERVICE LINES 7RIM� R, 42453 APPROVED EQUAL. - - - - - - - 421,41 (8- E) IN 421,41 (8 SW) OUT FIRE SERVICE LINE FIRE SERVICE VAULT Ir *�I. FIRE SERVICE CONNECTION 4 -FG 426 00 11 IN FACILITY #2 STORMTECH MC-3500 L 450 CHAMBERS TOP OF FOUNDATION STONE 423.25 - 7 426A2 7 424.M\ m 42612 --TOP OF CHAMBER: 422.25 M 42400 FG 424.00 BOTIOM OF CHAMBER 418.50 165 3" BOTIOM OF FOUNDATION STONE: 417.75 PVC @ 1�3% -50 LF 8" HOPE 64 LF 8" HOPE 0 0.7% 00 2.0% Know what's below. L I M Call before you dig. 0 M SDI CB TYPE 1 Dial 811 W/ ALI LUMFLIANI UKAIE ju RIM 425.08 W 4WI x Z � FG 450 IE 422.41 (8" W) OUT R-419229 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILI DEVELOPMENT ENGINEERING JFarah 04/11/20 msippo 04/13/2022 I MINOR m Gollob Gollob m mommolm mommoo m mommoo mommomp ft toommov m mmmmm mmmmm m mmmmm mmmmm d b a a M NEED LOOMIS AS amm \mis�mmmmo go ommmm U) MATCHILINE - SEE SHEET C2.3 MATCHLINE - SEE SHEET C2.5 z LU IIII �Jlcw m 19 04 MAR 2022 Q AS NOTED CITY OF NEW ELEMENTARY SCHOOL #16 0 S eate, PERMIT SUBM17AL 8/27/21 1075 DUVALL AVE NE 0 p. 206.725.1211 PERMIT RESUBMITTAL 12/20/21 RENTON RENTON, WA 9M9 Su3jt2 F mt Ave e 201 I WA 98101 m m M I. 2G6.973,5344 PERMIT RESUBMITTAL 3/4/22 Planning/Building/Public Works Dept. GRADING AND C2.4 engineering pIIcwww.IpdengIneeI qe4/00 L 0/ *) F N� � I Ir NO. REVISION BY DATE APPR W DRAINAGE PLAN 30 147 a- C\1 C:) qT 0 LU I-_ MATCHLINE - SEE SHEET C2A 4017 W 4 L; L U x 017T7 17 77l7 7 7425 73 6 LF 12" TP/FG 425 1 - : : : : i : : : : PVC @ 2.3% 0 SD:I CB 2- 01 .1, 45 1 1 4 LEGEND FLOW CONTROL STRUCTURIE W/ SOLID LOCKING LID as 20 0 10 20 40 T RIM 426.75 2.7 PROPERTY LINE IE 42 .7 7 E EX CONTOUR (INDEX) j O�7 A, P IE 18.50 15" NW 7 - - - - + Scale 1 =20' OUT I ' "' 0 EX CONTOUR 230 t PROPOSED CONTOUR (INDEX) 65 LF 15" D __Z31 PROPOSED CONTOUR 0 1.0% z SPOT ELEVATION 8 113 LF 15" 6 51 PVC 0 0.8% z FF 78.0 FINISHED FLOOR ELEVATION �f IE 41680 DAYLIGHT INTO -p--IE 418+45 1/ P/ Z Z/ X/ V I (a,) I EX BUILDING C, P\ 21 EXISTING SWALE P,�� PROPOSED BUILDING U 1 4 RVU 15" OUTLET WITH CY) \,/\" \ \P, NPI I HASH HACK CD 4"4 AT ... 1 0 2.3% CONCRETE PAVEMENT 0 CD C, 426 HEAVY DUTY CONCRETE CD W SOLID LOCKING L211 U 4 1 6+24 T 50 R 42 7 EM420,18 12- NE) IN TREATMENT FACILITY BEGIN PAINTED RED CURB/ 0 IF 42, E) OUT 8'X16' MODULAR (f) BPRC/EPRC END PAINTED RED CURB C\I IF 418,67 �24" W) OUT WETLAND Q2.9 ASPHALT (AC) PAVEMENT I I I IE IN/OUT 417�4 . 5 HEAVY ASPHALT (AC) PAVEMENT SDl CE; TYPE 2-48 j 36 LF z" vvu 0 _W/ SOLID LOCKING LID 4�� IT 0 2.0% GRAVEL SURFACING RIM 42T92 CIS TYPE 1 m- RI rR TYPIF I IE 422,74 �o E) IN A 7 W/ ASA COMPLIANT CR I W SOLID LOCKING LID I GRASS PAVE IE 420,70 12" N) OUT RIM 425+62 RIM 421.73 _IE 4 IE 420.90 �12" E) IN 0 1 IE 417.59 �1 S IN 5 SITE WALL IE 420.9 12" SW) T IE 417.59 15 NI OUT VERTICAL CURB '8�"" LHD P E' ill LF Z CATCH BASIN TYPE 1 CCI @ 27 LF 4j' PVC GO a 6.0% CATCH BASIN TYPE 2 �STORM DRAIN PIPE C:) 0 v ............. FOOTING/SUBSURFACE DRAIN I Flo 7 2562 �IMO 7) z � , C 0 n I ELEC AND TELECOM VAULT 3 12" PVC m Mg�jG 105 LF 4" PVC DISPERSION TRENCH Y/ U Ub% PER ELEC m > C) mGo gmzz DETENTION/WATER OUALrP( Z RIM FLUSH Wl r IE 42208 (4'p N) OUT 7�\ �Z 0 STORM DRAIN CLEANOUT 2 84 v SCIC0 I 4 7_ DS- DOWNSPOUTS IE 422.44 (4") OUT TELECOM VAULT PER ELEC rin 2 �1 z m RIM FLUSH W/GRADE SIDE SEWER PIPE I M 4 IF 418.83 (4- NU OUT TP 426.51 k�TT�P4222115 N DO M SEWER CLEANOUT �TC427 78 im m TP 426 2 m m 1:2 SIDE SEWER CONNECTION t 11 DO 0 \ qr*RA A' SDCO :1 z �4)&Q QR TYPF I RIM 421�26 SANITARY SEWER MANHOLE m �W ADA COMPLIANT GR IE 417.77 0") OUT m *TC '0 D RIM 425+39 POLLARD *TC ;26 l�/ j 0 4P. 425 60 E) IN 0 IE 421.06 (12- S) IN �n FIRE HYDRANT IE 421.06 (12- W) OUT r7 59 12- PVC WATER FITTINGS As 1 0% 70 8" HOPE W WATER SERVICE LINES rn �G WATER MEIER . . . . . . ILLItWill VAULT P4`FLEC NOTES: - _� I I ORIM FLUSH Wl z z . . . . . . . . . . . . . . . . za� IE 417.91 (4p' N) OUT WATER SERVICE LINES 1. ALL ON -SITE CB TYPE 1 > 0� OB TYPE I m )�,4 F 42 1 zo FIRE SERVICE LINE �lRIM 4.08 0z /F Q .41 (8" W) OUT ejj STRUCTURES SHALL HAVE GRATES �,�E 42 SD#8 CS 1 om z FIRE SERVICE VAULT PER WSDOT STD PLAN B-30.50-03 al 1---(�pf)RIM 425.40 > UNLESS OTHERWISE SPECIFIED ON Q2_3 IE 421�65 (12:: S) IN FIRE SERVICE CONNECTION IE 421�65 (12 NW) OUT PLANS. z >m m C 2. ON -SITE CB TYPE 1 STRUCTURES WITH ADA COMPLIANT GRATES SHALL BE PER WSDOT PLAN B-30.15-00 OR APPROVED EQUAL. . . . . . . 3. ON -SITE CB TYPE 1 STRUCTURES W_ now what's below. WITH SOLID LOCKING LIDS SHALL BE Call before you dig. PER WSDOT PLAN B-30.20-04 OR EE SHEET C6 4 F )R G G- ISRONTAGE IMPROVEMENTS] G Dial 811 APPROVED EQUAL. R-419230 19 5 m I I A I I A I 1h IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 ff till' v T_ T T-T ------- 7�-T m � 61 (PU?V� Rif T _T T T- W T T ------- T- DEVELOPMENT ENGINEERINEG SURFACE WATER UTILITY JFarah 04/11/2022 nI 04/13/2022 7 T-9# [ILI W-W-W _Y f1+_ W-W W_W__ W W- W- WU W J) W-W-W-W / W_W_W7�w 11 11110 0 F- 777�i I 1�� 1 up z + z F/ F I LU Mel! ___.j t7 lip lip -lip \4\ 0��x 1932 Flmt Ave I AdI NEW ELEMENTARY SCHOOL #16 60� MAR 2022 suite 201 0 Seattle, WA 9810 PERMIT SUBM17AL 8/27/21 1075 DUVALL AVE NE mw� 0 p. 206.725.1211 PERMIT RESUBM17AL 12/20/21 RENTON Pl I m M f. 2G6.973,5344 RENTON, WA 9M9 PERMIT RESUBM17AL 3/4/22 Planning/Building/Public Works Dept. GRADING AND C2.5 engineering plicmill.1pilengIneel Ne410MAL�'� FN��Ilipl Soo �RDI�y LU NO. REVISION BY DATE APPR DRAINAGE PLAN 31 147 0- C\I c:) qT cl w 1932 FImt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pllcwww.IpdengIneerIngCw CITY OF RENTON DRAINAGE NOTES ME FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PENN SET. 15. BUILDINGS AND OTHER STRUCTURES SHALL. BE PLACED IN ACCORDANCE MM TABLE 4.1 EASEMENT WIDTHS ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEIRDBY AND BUILDING SETBACKS LINES OF ME RENTON SWDM. REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO ME PROJECT. HOWEVER, THE APPLICANT SHALL NUT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ME NEEDED FOR SPECIFIC ASPECTS, THU SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PEAK NOTES. 1 . BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HEW MOND THE CITY OF RENTON. HERESY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2� ME APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCNON. 1 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ME LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL RENTON SWDMI RENTON MUNICIPAL CODE (RMI AND THE STANDARD SPECIFICATIONS FOR READ, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND ME AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE ME SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT MY ERROR, OMISSION OR VARIATION FROM THE MORE REQUIREMENTS FOUND IN THE PEAKS. ALL CORRECTORS SHALL BE AT NO ADDITIONAL COST TO ME CITY. k APPROVAL OF ME ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PENN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION MG. WATER, SEWER, GAS, ELECTRICAL ETC.). PLAINS FOR STRUCTURES SUCH AS BRIDGES, VAULTS. AND RUNNING WA1_1_S REQUIRE A SEPARATE RENEW AND APPROVAL EY THE CITY PRIOR TO CONSTRUCTION. ME SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ME APPROVED PLAINS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CRY, 5� A COPY OF THE APPROVED PLAINS SHALL BE ON THE JOB SIM WHENEVER CONSTRUCTION IS IN PROGRESS. 5, ME LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED MOM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANICS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FORMER DISCOVER AND AVOID ANY OTHER WILMES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPUCMT SHALL RECORD ON ME AS-BUII T DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND MY CHANGES TO THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY ME ENGINEER OF RECORD IF A CONFLICT EXISTS 7� VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE HAD 83 (WA STATE PLANE, NOUN) UNLESS OTHERWISE APPROVED BY THE OFF REFERENCE BENCHMARK, DATUM, AND EUVATIONS SHALL BE NOTED ON THE PLANS. 8� ALL UTILITY TRENCH SACKFUL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSWT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE MAN 92% OF MAMMON CRY DENSITY 9L OPEN CLUING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLAINS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH ME CITY TRENCH RESTORATION SCANDARDS. 10� ALL PIPE AND STRUCTURES SHALL BE STAXED FOR SURVEY LINE AND GRACE PRIOR TO THE START OF CONSTRUCTOR. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOUES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS SEEMED. M ALL FLOW CONTROL FACIUMES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN COWUNCTION WITH, MY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12� ALL PIPE AND APPURTENANCES SHALL BE FAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH ME CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUMION. THIS SHALL INCLUDE NECESSARY LEVOING OF THE TRENCH B070M OR THE TOP OF THE FOUNDATION RATERAL, AS WELL AS PLACEMENT AND COMPACTOR OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE So THAT ME ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKMILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAIN 220.00, 220.10, AND 220.20, 11 STEEL PIPE SHALL BE ALUMINIZED, OR GkVANIZED WIN ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 16. LIDS OF MANHOLES/CATCH BASINS WMAIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FIN& GRADE UNTIL AFTER PAVING &L MANHOM/CATCH SAFE RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 1T &E DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PINYvIDE A MINIMUM 3 1 SLOPE FROM THE EDGE OF ME DRIVEWAY TO THE B070M OF THE DITCH. M ROCK FOR EROSION PROTECTOR OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEE THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK 40 - 70% PASSING; 2 - 4 INCH ROCK 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING, 19 FOOTING DRAINAGE OUSTERS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COULECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILTY ON THE SIM, UNLESS APPROVED BY THE M. FOOTING DRAINS SHALL. NOT BE CONNECTED TO ON -SITE BMPS. 20 THE END OF EACH STORM GRAIN STUB SHALL BE CAPPED A CUANOUT TOPPED WITH A BOLT -LOOKING ED MARKED "STORMY OR TRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE FORT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYkNCE SYSTEM PER ME CITY STANDARD PENN 227,X 21. &_ STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRACE BY A SURVEV)R LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. � NEWLY-INST&FED AND NEWLY-REMBILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE SON ACCORDING TO THE CITY STANDARD PLAN 266.W. CM INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GETTERS AND/OR PAVEMENT. 23. &E STORM SYSTEMS AND CONNECTIONS TO EXISnNG MANS SHALL BE TESTED IN ACCORDANCE WIN SECTION 7-04,3(l) OF THE WSDOT STANDARD SPECIFICATIONS AND IN ME PRESENCE OF A REPRESENTATIVE OF ME CITY STORM GRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERAOUS AREAS (COMPACTED. GRADED. LANDSCAPED, ETC.) OF ME DEVELOPMENT SIM TO MAINTAIN ME MOISTURE CAPACITY OF ME SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF OYER AND RANGE TOPSOIL OR AMEND ME SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PENN 264FM 25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY ME CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/CR LIABILITY CONNECTED WIN STORMWATER DISPOSAL THE M DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26 MEDITATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FlUNGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MY INTERRUPT NORMAL TRIVEFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PENN APPROVED BY THE CITY. ALL SECTIONS OF THE ASCOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTOR AREA MA) SHALL COMPLY WIN SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AourER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH EASIN/MANHOLE LIDS, CLEklOUTS, INLETS, ETC ) IN ME STREET TRAWL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL DOES, BIKE JANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE F17ED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PEAKS. PRIVATE SYSTEMS SHALL BE MANTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1.A2 OF THE RENTON SWOM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE lk ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE rMED WITH DUCTILE IRON, OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED COMINUOUSLY BOLT -LOCKING UDS PER ME CITY STANDARD PENN 204,10, 204,20, 204,30, 204,40. AND 204.50. FOR AT LEAST 10 MINUTES. COMPLIANCE WIN THIS MINIMUM RARE SHALL BE CHECKED PRIOR TO STRUCTURES SHALL HAVE CONSTRUCTION APPROVAL OF THE PAVEMENT COMPI_NNCE MAY BE CHECKED USING A SIMPLE BUCKET MET IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND MOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEE THE OUTSIDE OF THE ROADWAY. MINIMUM KATE OF AESORP'NON. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF • POUND, SOLID UDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN ME PERMEABLE PAVEMENT. IF MIS TEST IS NOT CORI MEN MOTHER TEST PER ASTM C1701 SHALL BE �AY, BUT OUTSIDE OF ME CURB/GUTTER LINE. CONDUCTED. FOR LARGE AREAS DE.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPUSHED WHILE • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. OUTSIDE PUBUC RIGHT-OF-WAY AND EASEMENTS TO ME CITY SHALL NOT DISPLAY THE CITY LOGO GENERAL DRAINAGE NOTES 1 PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON 2017 SURFACE WATER DESIGN MANUAL, TABLE 4.2.1.A2: 1.1. CORRUGATED STEEL PIPE (MIN 2—FFF COVER) 1.3. SPIRAL RIB STEEL PIPE (MIN 2—FT COVER) 1.4. PLAIN CONCRETE PIPE (PCP) (MIN 2—FT COVER) 1 �5. REINFORCED CONCRETE PIPE (RCP) (MIN 1 —FT COVER) 1 �6. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE (MIN 2—FT COVER) 1.9. DUCTILE IRON (MIN 1 —FT COVER) 1.10. LINE CORRUGATED POLYErHYLENE PIPE (LCPE) (MIN 2—F COVER) 1.11. CORRUGATED POLYETHYLENE PIPE (CPE)—TRIPPLE WALL (MIN 2—FFF COVER) 1.12, POLYVINYL CHOLRIDE PIPE UPVC) (MIN 3—FT COVER) 1.11. SOLID WALL HIGH DENSITY POLYErHYLENE PIPE (HOPE) (MIN 2—FT COVER) R-419231 IN COMPLIANCE WITH CITY OF RENTON STANDARDS P� 0 0 .j CD 0 c:) CD I 0 C%lj rA, rfil OF) 00 N 1�t CZ) cl) r o6j SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 10 TI 04/13/2022 ®R F- z w 2 �lm I AdI NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 10� MAR 2022 0 8/27/21 PERMIT SUBM17AL RENTON Paw PERMIT RESUBM17AL 12/20/21 Planning/Building/Public Works Dept. RENTON, WA %059 DRAINAGE NOTES Ir (72. 6 PERMIT RESUBM17AL 3/4/22 F N� 1� NO. REVISION BY DATE APPR w 0- CEI 0) IFEEI C:) BIT cl w <Wl",201' IT 12 OR 24 OF AT CAN R 5 "DATA, FRAGMENT (EFFORT E��. SEA DOLE I PMC��9SEMOW WE NOTE I Rift ALLO go MM�� I MCI oKMETM AONFOICEDDR�im HE cm�m I ALLIKETABREFTE IS PETERS IF AM BEAR "CAM AND 711 IF REMARKS l�� IRAN I ANN PART GR 'IF MEAN AT A RENAULT BOOM 0 0 ASSET INCREASES BAPTIST BE DAMAGE GTE IN ME BT�MTI��UST�E�CTi� SEPTEMBER, OWES ACT BE MAYSELYNOW MEADOWS, AS ALL FORECAST ALTERNATIARE TO THE METHODIST M THE RECTANGULAR METTLETTELTH SEACHATTO DIANE MEN" HENTO AMENIMUM ANNEW Or G, 11 ORLEANS KNOLLS PDT MOSUCLAYSTRUSED B ME '��T SIGNIFICANT SHILL NOT AN GREATER WENDY KNOCKOUTS SHALL HAS A WALL THERNESS 0`2 MINMMT025 REGISTER PROHIBIT MENEMEM GAP BETANEEN WE KNOCKOUT WALL ANDIFFE SHANGHAI PRECTUREFOR FAR 3 3 THE MAXINSTA DEPTH FROM DISPERSION WAGNER TO ME LOWEST PIPE ENVERT WHAI AD 5 A EST 4 ME AN WE AND GRATE MST AS INSTALLED WITH TIRE FLANGE DOWN 5 THE PREDICT BASE SECTION My HAVE A ROUNDED FLUOR H2WORUEEGNY 6 THE OFFININEWHOOLITEMENRUMMATMETROPHAFTIME AT BASE SECTION T ALL USAGE IMUSE SHALL BE GROUTED FULL AFTER THE INLET MILAN DOWSER USE ABOUT TRIPS F FOR NOR SHRINK APPRADATION INAMARET ENERVATION AGO ACT E ALL GRAVE FIRMS AND RATINGS MALL BEGET N MORGAN IN ACCORDANCE OLDSMOBILE IDENTIFICATION GN 3 THEN FLAT MORTARTO INSIDE AND OBJECT OF ALL HUNTS RINGS RISERS ADD FRAMES 9 MORTAR WALL M AT UP AID AT HER MQUIPAR? VAR A 5 JEFF I AME 1 D I CHANGE AREAL BE ADJUSTED TOPAVeMW MCI BY HARPER FUND PROVE IS FLUSH GATT PA�NT AS MT� ACTUAL �T�MT�GE BE LENGTH 11 AM ORDERED FORTLY SHELF ON VLSI FLUSH ANY REMN��CPMP�l� __ - PUBLIeWORKS CATCH BASIN TYPE I DEPARTMENT COR STD PLAN 200.00 1 CB T" NTS 1 RECESSED ALLUEN MEnCAP,WREn LAS - I I CAN , Z _M; ll v , AND ACE "ECTS D CURB --------------- Ei FIT PEOR, HE LEE LEGAL IsComormum: Sam TO US ITS, P0 IRS L. I A m BE A% SI I THE CLARK US DE*�D OR ACCOMMODATE W I z see *Fm�n PLAINS 2" 10, BEET 0 STRALL ARMY CLE a MIT MATSUSHITA NE AmwjP 4 WINNER TO Sl�n S�CWOCAI" SHO RAW FOR "PITCAIRN, NE. NO mumm GAI �m�115 PUBUTCHATORKA RECTANGULAR FRAME rc %IT DEPARTMENT AZ 07202018 ��T MEC��R NOTES: 1 10 STEPS AFTE VISITED AUDI HE CAT 18 4 OR W AT 2 THE BOTTOM OF ME PRECAST CATCH ARABS MAY BE SHOPENTOWDULTACTIGGICASSING 3 ME RECTANGULAR WAVE MCI GIANTS MOST BE INSTALLED WIFE ME MANAGE DO AM FEE FIGURE WAY BE CAST INTO ME AREJUSTMENT SECTION 4 NUCLEI GUALL RUDE A �M�SS OF 2 MINIMUM CAN 2 7 MISSOURI FREDDIE 4 0 5 MINIMUM STED SOCARENJ ME KNOCKOUT WALL AND UK OUNT $1 UP OF THE AMR PU�E�WUH MNTM�TARFABC�DV�Wff"$TMO�D EFIRCIDAGNIONEAT 5 aL��MNGS,RISERS MD�STI�SS�L BESET JNMORT�INA"��EWrHST� SPECIFECATIONFACT 0 ASTEN CONNECTING TO A BEFORE, OSHA MERGE C�NECTOR(K��.S�LEWrWffH�R��DPWE WAMERORAPAWTGEAT AWAWQMUUMWTQ ANEXISTRAGES USE A FABRICATED CARD COLLAR OF THE CURB MITI IN THE Q�AQTINP IS 7 WORST SMALL BE LEASE AND WARBURG OAKS �YpKr�ol PRICTEME 8 F� SMITH SE AREJUSTED ED ARGUMENT VEGAS BE CLARENCE, CANCH ORCHARDS. IG F A . WAS FEP. A. A.F.A. An I &MANOR, 9 ALL MARCOS DOUBTS SPAIN BE DIAMETER FLUT AND ��N ARM BE 1 SWISS CASH LARBAL Or A AN 7 a HE 6 AN 17 i IS PIPEALLCWANCEE8 CATCH KAREN PIPE MATERIAL BIRTH MAMICUM MEANS MAWMR DIAMETER c�CUTE ALILllEWU. SWAHILI STROWALL EASY NUMBER WALL AMC I IS IF 10 GO AN BE C, IS 11 AT IT Ar A 42 RE IG AT 42, AM 51 GO UP w AT 12 fir a 11 12T 62 7333 R ME IT IF AV M, ACT An I ETD SEAT ARE 1202 larl BIT NUMBERS [%R.3 PUBLICATORKS CATCH BASIN TYPE 2 AS I NA DEPARTMENT 1 OF MAY A�* �SE �CTION NOI 1 1 IT E ACRES OR GRANT ING OF A CATCH BASIN SHAL L NOT BE RESTATED TO 111 AT WE BE UNTIL THE FINAL ELEVATION OF THE PROMINENT GFULFTER AT CAN OR SIDEWALK IN ANGRY" I I IS TO BE PLACED HAS BE IN ED TALLISH ED AND UNTIL RE EMISSION I REHEAT TER IS GVEN By THE AMERICA R TO WOR TAR IN PEA TE OR AT C TABARD 9 WITH A SDARMEN I ATAPPART OPEC I CA T ION 7U5 3 2 SHIMS SHALL NOT BE USED 70 SET DOUG TO GRACE THEMEOPSHOMISPIRCHAFTED 3 SANTORINI LAYER OF REFORMAT AN PLACED BETWEEN ADJUSTMENT RACE AGO BRICKS PRIOR To PLACEMENT A, ONCE BYAPPROSSIT OF THE CITY THE USE OF BRICKS 13 PERMITTED WHERE ME BRICKS ARE STAGGERED TO CR��A�ING BOND (DIAGRAM) 7 PER UNTING BASES AMR ��DWA�aP� ONE SEOUL TYPE 2 FOR NM�HR�W��CO�C MEASUREMENT A PEPSI IFFLE, III MILE AMR STRAUSS) PER MOROCCAN SAINE. M�w FL��wvi�E UPEN c�� PUBUCLAVORIAT 9/28/2018 1 Q :45 AII VIR11 DEPARTMENT ITS COR STD PLAN 201.00 1 CB TYPE 2 2 112 L 'DOLT -DOWN NOT DETAIL LIEJ I IT ]MITI CARMS CAUSES CONCRETE SANI OMAN TIED GONE& IN WGROULM MITSUBISHI DNA AREA W TWA MY "ABU QAI ALLEN FLASYMBEEKTAPPED W�RA�MED W�NIML�TION��IW^�ESVANaBy m�F�7MER RUWTOETAN�P5MCIFI�T��lB4IF��l� DEMONSTRATE IN I AT SECTION B III PUBLIC WORKS I P STD.PLAN�ZN.20 PRI RECTANGULAR VANED GRATE I v4sor COR STD PLAIN 204.00 - RECTANGULAR FI NIC 51 1932 Fre Ave Sule 201 Seatle, WA 98101 F. 206.725.1211 m m M I. 2G6.973,5344 engineering plIcRESSATHIgenglneerIng.com IT' 6 1 204.20-RECTANGULAR VANED GRATE NO. REVISION CATCH BASIN INSTALLATION I I GRAZ COR STD PLAN 202.00 1 CB INSTALLATION DAYSTANDLES-3PLACES Eui�,s�CEDIM VARyft ..... GBI 11 GF III H TO I N R N CISCO ED I IF IF G —CONFEDERATING COVER BOW" VIEW 11 4 ULTHAI WEEN, 7� LIES EON WLTING RETAIL All MEDICARE FIT UFF] MOM 0 S�:�aC:Nn &KID GROOVE PATTERN RETAIL NECTRES: I ALL 'U"'I'll"' OR APPOWAGED EQUAL 2 THIS CARGO STALL ONLY AN ARM FOR SMM�S "WIN �A� PCIELV�ll I WIDE IF APPLE IAlTCHTAW "In HEM, 19 AT LI All 1111 CAR 11 GO STICK PUTIN - 20TION PUBLICANORK5 STORM ROUND FRAME AND COVER T-' T ER (PRIVATE) TO DEPARTMENT arltn�j;astuch&113 20220 A D� A JAAF'M IT' COR STD PLAN 204.40 ISTORM ROUND FRAME AND COVER (PRIVATE) 7 PARIS WERE INTLE HONSTERWAL. HING DRIFT CITY OF 19 RENTON -9/27/21 — F2/20/2 DRAWN: — 3/4/22 QUEBEC): Planning/Building/Public Works Dept. F FAR RATE BECH BY DATE APPR SALARY BELLE �RDI�y J2 LETTERING TS7, HATCOLER UK EQUALLY SPACE A'. 21116 DI 3C RENTO I—FiII INI AN PICKHRO 1 1 4 TO r I IN ING EAGER B A 1 2 1 2 COVER SECTION VIEW COVER "(WITOM �m 917 EON PDT BITTER. FRAME SECTION VIEW NO�s: I ALLCOVERSSEAMBELOCKINAILOPPECE, 111121 OR REASON ESUALL UNIA ALLOWS 40TED INANING IS NOT TO AID NTH I SPOT PUN - ZaTESO PUBLECTAFFORKI STORM ROUND FRAME AND COVER IF �;astuchag/13/2020 DEPARTMENT (PUBLIC) Lja7in NIV . I KATE 'T' 4 COR SKIED PLAN 204,50 ISTORM ROUND FRAME AND COVER (PUBLIC) SECTION z I I I NGTH OF SLOPE +2 TOM OF VEGETATED DITCH liffUl R-419232 8 ROCKPAD FIN COMPLIANCE WITH CITY OF RENTON STANDARDS ISERS. III IFER 0 BEEF .j INFER. (I CD C) C:) CD I 0 CAIJ L OFF 0) GO N ,It c:) wm SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/11/2022 msippo 04/13/2022 01 U) 1- z w NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE MAR 20222 0 0 SELMNYOKE RENTON, WAT 98059 DRAINAGE DETAILS BEER, l2r D�w ING C2.7 OW THEET 33 PC 141 CEMI 0) FIREER 47 c:) I cl w III- 111I NEI Aqy R-A 1- :1 "T'p, I I d fh or I I I IN, SEE AN QNP FLAT SLUS MR A AP I I MY I I I STEP 112, IIIN MEN, BEREFT, u u III SELL ISE FLAT READ FEES 0) MARE Im ruccaRREFLECTTON -,k ILWYP Y I'- t YIN ll� � 48, 54-.w 60 FLAT FAR TOP NY Yk LILANNY SE EFFY — CIRCULARADJUITARIENTSECTION RECTANCULAR ADJUUTMENT bI NOTES AY, IN ACCEPTABLE I TI 10 FEWER WIRE ORNI A MINFAMAPPEAUP 012�UARElN�5ftRFOO��y8EUWOI�AOJ�'~MCI�I PUBLIC WORKS MISCELLANEOUS DETAILS FOR A Nir�m DEPARTMENT DRAINAGE STRUCTURES gm IFFI 1, I 0�—; V413107 SOL 17 NTS COR SEND PLAN 204.60 - MISCELLANEOUS DRAINAGE DETAILS 1 FARM FRANK FONSAINI MAINFRAME m FIROPYINIA, 41� -WI Ip�NOW ,EY IT FRI. ,OAXTIFEW, 1 ETWw,nNAN III DEBRIS BARRIER AT I lk FLOOR AND CAPILLARY BREAK PER STRUCTURAL DRAWINGS /I I BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN SLOPE TO DRAIN AWAY FROM BUILDING CONTRACTOR TO PROVIDE TEMPORARY PROTECTION OF WASHED RO BACKFILL PRIOR NE CEMENT OF FINAL IRERS _N - - - - - - - [,Tt�_ -S-HAII A MIN OF 4" BELOW TOP OF FOOTING ROCK 6" FOOTING DRAIN PLACED LEVEL OR WITH POSITIVE SLOPE TO OUTLET US FOOTING DRAIN 3 NOTES 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 4. TRENCHES SHOWN ON PLANS SHALL BE FIELD ADJUSTED AROUND EXISTING TREES. 5. TRENCHES MAY BE PLACED NOT CLOSER THAN 50 FEET TO ONE ANOTHER TYPE I CB PER PLAN L A A PIIPE PER PLAN I —I I t FRI --------- 8" HERE PVC LAID FLAT r , -A AND LEVEL I Ir , B FLOW ELEV PER PLAN CLEAN OUT WYE FROM PIPE PC DOWNSTREAM OF GRIll END CAI W/ BOARD IS TO BE LEVEL W/ 2.67' BOTTOM OF NOTCHES 5 57. MAX Ax % MIND 2"1 PRESSURE TREATED ARIES NOTCHED GRADE BOARD PER PLAN W/ 21 NOTCHES) 0 LEE OC P RD T 4"FAP RP RT US T E S U P u 8 IC IT- 84 HERE AM PIP LAID FLAT W H LES P 6" MIN. FILTER FAB I �,E NO .... PRIOR TO FILLING TRENCH COORD "WAX W/ GEOTECH. IF OUTWASH SOILS ARE PRESENT PROVIDE SECTION A -A LOW —PERMEABILITY UNER 2n (TYR) COR SEND PLAN 223.00 - DEBRIS BARRIER 3 1932 Fre Ave Sufte 201 Seattle, WA 98101 F. 206.725.1211 1. 206,973.53 iiipl engineering pIIcwwRTIpdengIneerIng.cmR NO. PLAN CITED GRADE BOARD NOTCHES 0 18" OC 24 HYPI EI v Is" D.C. v SECTION B-13 US DISPERSION TRENCH REVISION /-PIEDMONT BE ADAPTER MODEL #SV STAINLESS STEEL BRUS�HED FINISH W/ DEBRIS EXCAVATION CLEANTOUT OPTION ROUND IFULET ID 4.625-, OUTLET OD — 5.56- COVER PLATE OD 7.25" ROOF DS PERJ[ HEIGHT — 181, ARCH PROVIDE (MIN) 24- SQUARE CONCRETE /rENCASEMENT FROM FACE OF BUILDING TO 2 18" CENTERED ON DOWNSPOUT CLEANOUT 6- CAP W/ HOLE FOR DOWNSPOUT 6" 90* ELBOI I � / 1 1 4 1 a AER 105% (MIN 1 4 R FOUNDATION FOOTING PER REMOVI 6 '_45' BEND STRUCTURAL I lw,,N.I1v CI RING & OVER FOUNDATION POSTING PER 6 . RE" TEE MODI A STALLOW/WDE FOOTI MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF FOOTING DRAIN P"'AN) EN'S IF NI APER, f[ 'REN PIPE. TEI PEAR wNAl m W4172 1 1 FIN V ' FEW WowrI IN On SWANE, NASA En, W.N. FEEL Im WI NFEENTO WE WEI F A WANT NEW WS On, I'm WI II EYES t IS, ILWORTER, N, ANY m HOORP S��n ONE, REFORM INEF AI I YWWAW I FYFFE) PRIW�I.OPI AW In ANN "I I R I RI A IF- OF WPOE, TtE� WKEWWWWWANY RNEERTNEENARTC RI I WATERIFFEIREFFEENNEENTIONIIEFORIFIREN I WWN.W,WRNNIlF.N`II lTElI,"IlYlkIII NWWNWWIFY.l�IF` WWN.ANNN,`TFWI 1WRI IA,Y,,FWS NAFFEREENEREENTEFFAMENRYWINGNATIFFARENWI YFLIBNERIEFFENE. NFEWWlN�..WA SEE PAN, UII BEGIN cow SIR RE, I SOMALI RESTaOur arm PaRtucBm 0 �AAFWWI 6--45- (1/8) BEND STRUCTURAL/ FOOTING DRAIN SEE DETAIL 6"SANITARY TEE - 6 FLOW CONTROL STRUCTURE - RESTRICTOR TENTEs 7 SAMUEL. WALE, ASSIGNED HoAMPLE. I OLI Is CITY OF 8/27/21 RENTON 12/20/21 WERE: 31 Planning/Building/Public Works Dept. BY DATE BEER OFFSET ROOF BE — SEE ARCH PLANS AND SPECIFICATIONS PIEDMONT DS ADAPTER, MODEL #SV STAINLESS STEEL BRUSHED FINISH W/ DEBRIS EXCAVATION CLEAFROUT OPTION ROUND INTEL ID 4.625". OUTLET OD — 5 56� WERE! COVER PLATE OD 7.25" HEIGHT — 18" NET FILLER (TYR ALL AROUND WHEN CONCRETE IS PRESENT) STORM DRAIN CLEANOUT FLUSH W/ FINISHED GRAD STE CAST IRON COVER FOR PAVED AREAS CLEANOUT PER COB STID DETAIL 226.00 2.0' MIN—f--H 141 CD �ADJACENT PAVEMENT OR C) LANDSCAPE PER PLAN ED ED PROVIDE (MIN) 24- SQUARE CONCRETE CEN! ENCASEMENT FROM FACE OF BUILDING TO 8", CENTERED ON DOWNSPOUT CLEANOUT 61 (1/8) BEND TYISICAL ROOF DOWNSPOUT W/ CLEAN UNT' 0 T MATERIAL _T —Fl",NNtN- a Y OFF ,Wx'WEA, F�E �m "WO EI..YWI FEE iN14 wWwERRA 'SI ANSI Ol EI __L. SUPERIOR FOrYWYNERNMUlNON APIA, WWANWRI WE NWE I I En"INEI nOI WROI OnW, WE PART Fn, PROWERAFF WERE I "I SNLNWI 11 NI INFIFFINNONTININAREE FOW4 I UPLOOP RAA===N= RENNEWAIIINEY I A PETRIE 111WEREFFEW NOW 'OF"' 1. A lllE,,,IPWm�llll ILYANEWIREWORNIFF.RWANI I Y .... I� IWAAAII EY..'NEYNOWNY.I.I.I.."'I STO ALWAY22SAT STORM SYSTEM CLEASIOURE DEPARTMENT 0 LE=PI ON R-419233 STORM C EANOUT IN COMPLIANCE WITH CITY OF RENTON STANDARDS U996 I__ 36 IN I P SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/11/2022 msippo 04/13/2022 01 U) III z w 2 NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE APPE O� MAR 2022 0 RENTON, WA 98059 DRAINAGE DETAILS WAS MIAMI ALL C2.8 w BE. FRED BY 34 147 c\I C:) qT cl w 1-- SITE SPECIFIC DATA PROJECT MLfiVR fJ, 7J4 PMgF NYE �NM � My �� /I POZCT LAGARDY RENTON, IM �cwv mKL f TMARAW WOUREV www NI (CF) 2-� � NT (gg 0005m PW 9WALZT REBLW20 F APPL� 0.0169 Rff DATA ZE. WffML DWMEaR INLET ME 1 42956 81 INLg P� 2 42X56 6m Otlau PW 42956 PIC 12' PMRMBAW B�Lm� 9� RIM REARM �Al U4.01 4U401 MWACE LW US-20 RF-10 �-20 MME & COWR 0m. 0jaw NIA �BVEVA OLUME (CY) 0.74 asnar 9ZE (m /xMs) 4 a 00�46' =I W/ fm CM7MAW MhI =Z010 I INSTALLATION NOTES C�� M MOX &L LATOW, FALBPUEW7� WTERALS AM WMIALS ROARED M OBILOAD AND IMLIALL WE �� AM A�RT5� IN AC�E W& #A5 DWKM MD � WNUFACTMRS' UM� ORANISE 5MMV IN WNUFACTURER'S OWNCT 2 UM' LOW BF WTAILED ON � M� kANUFACTURTR RL7021NEMS A WAMUM 6m bWL � M� MOLS =TED BY THE FML5CF MMER CONTBACW 6 fiE�BFE � AMMNG PROATT ENU�RLT RECB�Vfll MEE �ITXARCAIS. 4. COM?M� TO S�r AM AN�AL ALL �XW �NECW RffS ALL RP� MUST BF FLM W& /�VE �ACE OF oMmB (Bom mwr Nm� �D atew). ImIBF WRYLAW PIPE MULT BE FLM MY AMM� Cffl� fLOOR AL � SMLL BE � WATRB6LW PER ~FACMER'S �mmo �CV(W Ogle. 5. COMPA" MPONS&E FX NLZDLiAP0N OF ALL Pl�. �S. WNMLE5L AM MlMa GNPOMCTOR TO GM[ff AL MAI AM MMMS TO �TCH FIN�O SURFAtT AN= S�CIRED ORARMSE 9 WLY7ABON SUPPLIED AM l0lAtLED BY ONERT ALL UNBS LVW ff6giRON MULT MAE WR OF �y IWWUON SUPPUE0 AM #67AIL0 BY OUASYS. A CLYsBACTOR RESTXN9BLE Bl? COM40% B10 CLIM ACRIAR0 � UNM WWWACRWERT �AMFY IS AND �UF FMP4R AMARYN BY A M CLtAN REPAELL5NTAVAS. GENERAL NOTES f. MINVACTURR M MKOE ALL WaRYLS UN� ONERMSE WTD. 2 ALL UlEMIMS, LZEV4flMS, LPECITKAJIM AND CAFACM� ARE SU� M MAME MR �FCT SPE19M &RAKMS Dg4VX MCT BM� �M AM AMELSORn Pt= 01VACF B10 CLEAN. SD #36 PLAN VI CONTROL STRUCTURE NOTES F.-Pol 67M�wz= �ScF wl� &Ig Pff 2 PLAN LqhW � ABU �RAV V11,111TAWA � ALE" AND MEW JUGHT END VIEW THE iMP3N AM CAPACITY OF �E � 00�AME YgMV M BE RM�D 2-YMR �E M� 0.2512 AND �WD BY WE ENUMEER OF RgORV, Mt(S) AT PEAK fLOW SMLL BE �Gw � (g� # 0: A=ED TO EMUff 0 UPtUMAY aWUM PEAK Ha AND SYN� Be (ARACTY �Nl M DNW � USED MR GUIDANCE MY PR�WNT LWM BAT (WV) 9 ag 117AAND MELLA LCALWW NT (GRWISF) 0.6 FWYLWBRY AM OTVR�L MIMS L-4-6.33-X-2'�-V-UG Isa Bio-&Clean STO=;A TER 810FILTRA TION SYSTEM STANDARDDETAIL ITS MODULAR WETLAND SYSTEM 1 1 SITE SPECIFIC DATA �(T` NUMIMP i IM4 �CT MW IR�M &�IARY X�L If6 �ff L"MW I R�L N gBABRARE D I � 2 mMww ��o �E BALED 2-XW RkZIA� MM7 ACeM2 �K BYM� RE�0 (C�) - F �E 0.24 AW AITA LE ma� DWYETER MU RPE I 41Z� PAV 15, IMET R� 2 NIA NIA filA wag 41Z� m 15, �aww MVXBAPpN �CMXE ft ELMUBY 422.0 422W 422.0 SUWA� LND us 20 US 20 � 0 � 4 COWR 030. 0m. RIA ACRABAVOLI �UME (CYI 1,01 OoBCE 9ZE (BA ��) 4 V 0277m w7g PRIMM)WRY NOT fzR CoMpalcuonk Cb?RRG409W REWIRED 1, C�MR M RR0140E ALL LAWC)B EQUIT%OV, W�VLS AND lWWNrALS RMAIRED M 0B7W AM MIAIL NE S�PDV AM APPURTLAAWTS N ACOB04MT WN JAS MAMM AND THE WMMCRX�RS'�ECOCAWM, M� 07H�MLE SIARD W OftFACROSR'S CLVflN�. 2. UNff MIST BF INSTALLED ON Lf'WEL RALF. WNUFACTURER �MMVS A WNIMW 6'LML WK BASE MM SPEORM BY THE �ECT LIGMER. C01fiNCTUR 6 RE�SZYLE FOR �MW FWVuXT EWMER'S ffCCM0WE00 SALE LffCffXANpNS 4. OWNCTOR M SU�Y AM MlAtL AllL aRWAAL OpM=W RRES ALL RRES 4keT BE FLIBLU WN IWAE SURFACE OF � (R� �MVT �MF` 8�0 aULW). A�F OF OtBFWW AFE Ml�g BE a� WV4 Dl� C�� a", ALL R� SWLL BE LMLED NARPRsHr ffR WI SIANDARD MNECON &g4k. 5 MPACTUR RE�E FCR 101ALlARON BF ALL RPELL RISERLL WIMKM AM MTHg 02MACM M GROLB AAL WMOLES AND NXM5 TO WaH FfNeKV �RFACE W� 5PEORLD OWLR� WCEIANAN XPftlFD AM IWAL� BY 00#R5 ALL UMT � WeDARON YZeT MWE DMP OR SPRAY OLKARUN SUPPLAD AND INMA10 BY OBLERS. Z CLWTsVM9 R�Vff E TUB CBMICAN M CLIAN FZW ACTUAWN OF UNIT W&FACMER'S &RMNFY 6 WID M?A%ff PROFER AONRON By A 80 CL&N MF�NRAE GENERAL NOTES 1. WMAFACTDRER 70 MIAX A� WaRWE UN= LTNRK� WBV� 2 ALL WDXTM3, a[VARM g2refV� AM MFA= ME MWECT M � FUR PMOF LYMM MMMS OVACM MACT DIMOMONS; W� AND A=MU ALWE CONFACT W CLMAL PERMgB? AND AflM 0[laff RPE SEE M� 11REW 0� Tw--5x-0m--Ni k7"AT70M WEW INTERNAL BYPASS DISCLOSURE: ME DE90 AND WACRY (F VB7 PEAK 0[�AME Mg� M BE A�D AM AtRPOWD BY W EWNgI? pF RgM WL(5) AT FW FLOW � BE A�O M DMUE NO UPST?MJW aMM � %t AM BW� CAPACITY SMAN ON MIRW ARE USM FL* GUVMf MY 2P x < -m SOLID COVER SOLID COVER SOLID COVER ? RIM 1 RIM EL PER PIAN14 8" DIA RISER FRAME & LADDER OR STEPS OFFSET. 8" DIA RISER FRAME & LADDER FRAME & LADDER OVERFLOW m SEE NOTE 6. N OR STEPS OFFSED OR STEPS OFFSET. EL 432.96 OVERFLOW z SEE NOTE 6. SEE NOTE 6. 7- INLET ELL 431.79 TI-PE W I; PIPE SUPPORTS (2 WEIR PIPE SUPPORTS (2 PIPE SUPPORTS (2 W.S. MIN.). 3" x .090" mU25" BTM EL 431M MIN.): 3" x MIN.) 3" x T ALUMINUM W/ 5/8" .090" .090" STAINLESS BOLTS ALUMINUM W/ 5/8- ALUMINUM W/ 5/8" STAINLESS BOLTS STAINLESS BOLTS % SHEAR GATE GATE SHEAR GATE l'-O" -,,�SHEAR MIN. ;RNm- 11-011 JT El 1 2" INLET MIN. 12" INLET SD #38 PLAN VIZ-W 19" INI FT 1 . PIPE SIZES, SLOPES, INVERT ELEVATIONS PER PLANS. 0.35"0 ORIFICE� 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. IF 430.06 8 OUTLEr 7E 4-29 96 E 431,00 z L EL 427.96 0 44'PO ORIFICE 3. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, 54" MIN. AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. SD#36 CATCH BASIN TYPE 2 DIAM. AS REQUIRED NOT TO SCALE 4. OUTLEF SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCREFE PIPE. 5. THE VERTICAL RISER STEM OF THE RESTRICTOR SHALL BE 12" DIAM N M M 1932 Eno Ave 6� FRAME AND LADDER OR STEPS OFFSET SO THAT: SuIte 201 Seattle, WA 98101 A. SHEAR GATE IS VISIBLE FROM TOP� p. 206.725.1211 B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR f. 2G6.973,5344 GATE. C� FRAME IS CLEAR OF CURB. engineering plic www.IpdengIneerIngAw NO. �I*-- 54" MIN. --� SD#38 CATCH BASIN TYPE 2 DIAM. AS REOUIRED NOT TO SCALE REVISION I BY I DATE I APPR F N� 1� S� A=RD�y 2" INLET -N �IPE IE 420.70 -14 60" MIK eNEL PER PLAN - 12" DIA RISER //OVERFLOW EL 423.25 12 PIP ELBOW EL 21.33 ORIF -2.00"0 ELBOW MIN. FI 490,In �2 1. 17"0 )12"jOULLET ORIFICE IF 418.50 CITY OF RENTON Planning/Building/Public Works Dept. 61 T- I' LEFT END VIEW = w E 4: M[E C/I NN E RmHr Ema viEw N-6. 9TS MODULAR WETLAND SYSTEM 2 2 SD 443 PLAN VIE z EL 416.50 FLOW CON RE R-419234 TROL STRUCTU"' 3 1-34"0 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS ORIFICE 0 0 .j r� cy) CD CD c\J rA, Fol 0') 00 N ,It CD rej L SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFaral ;R 0 msippo 04/13/2022 (qj DO F- z U-1 NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE O� MAR 2022 0 mw� RENTON, WA 98059 DRAINAGE DETAILS INC EFLARW �' C2.9 OW Ner 35 �l 147 C\I C:) NET 0 w 1-- PROJECT INFORMATION ENORIESSED AVERYINGIFF PRODUCT M4274ANI MONAGER, A�RY�� WER WALSH � I SOMMIJ A"M Advanced Drainage Sysbarns, Inc. NEW ELEMENTARY SCHOOL #16 RENTOKWA SC-740 STOR1111TECH CHAMBER SPECIFICATIONS 4 IMPIESE FLOW ON MAY ACCESS FOR INSPECTION ME STRUCTURAL DESIGN OF TH C CHAMBERS, THE � BASINFILL AND ME INSTALLYTION RMILAREMENTS SMALL ENSURE THAT ME LOAD FACTOR$ SPECIFIED IN THE WASHM) man MANAGES DESIGN SPECIFICATIONS, SESCRON IS IZ Am MET MAR, 1) WHISHOURATEM DEAD LEADS AND 2) SHORTADURVANON UNIF WAYS BASED ON ME AAEFTO DES1GH TRUCK SUN FEE IMPACT AMID MULTIPLE MEN AGE PREARENCES. a CHAMBERS SHALL BE DESIGN ED TEDEFTED AND ALLOWABLE LOAD CON14GURATIONS DETERMINED IN ACCORDANCE ARM ASIM PETSO -STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THIMMOSTARRIC CORRUGATED WALL STENNIS COLLECTION CHUMESSI LOAD CONFIGURATIONS SMALL I HOMES 1) INSTANTANEOUS PI MIN) MONTO DESIGN TRUCK JUNE Loan ON MINIMUM COVER 2) MAJAMIUM PERMANENT DAYS) COVER LOAD AMID 5) ALLOWABLE DOWN WITH PARKER V WEEK) AMMIDE DESIGN TRUM 7, REQUIREMENTS MR HANDLING AND INSTALLATION, * TO WOMAN ME MOM OF CHAMBERS DURING SHIPPING AND HANDLING CHAMBERS SHAU. NAME INTEGRAL INTERLEMAKING STAMING LUNG. * 70 ENSURE ASESUREE JOINT DURING AMID BACKFUL THE HEIGHT OF ME CHAMBER JOINT SMALL NOT BE UESEL THAN 7 * 70 DURING EASTALLATION )7HE��CMSTMTS�BE ��MR�MEQU�TO�L��L ANDSTOREMETCHAMBER DEFFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES MOVE TO P CR, C�EM SMALL HE FRODUCER DRUM REFUEOPME DOUG OR SELLERS COLORS a, ONLY CHAMBERS THAT ARE APPROVED BY THE STE SCREW ENGINEER WOUL BE ALLOWED. UPON RESUEST BY ME MUE DESIGN ENGINEER OR OWNER ME CHAMBER MANUFACTURER WALL SUBM IT A STRUCTURAL EASSOMI PER W�� WHERE SIMMONS CHAMBERS TO ME PROJECT SUE AS FOLLOWS • THE STRUCTURAL EVALUATION SHALL BE MENTED BY A REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE EAVEMY FACTORS ARE �� THAN OR FROWL To 1,56 FISH HEIGHT LOAD AND 175 FOR LIVE LEON THE MINIMUM RMUSI STAMM WOO ANN BY SECONCINS 3 AND III Of THE AMETTO ONTO BRIDGE FEW N SPECIFICATIONS FOR THERNKFALASTIC PIPE, • ME FEET USAGES CREEP MODOLLUES AN SPECHED N MUM FOX15 SI BE NEED FOR PERMUMMEM USED LOWD DESIGN EXEMPT THAT IT WALL BE THE REAGAN MOSCOW USED FOR DERIGN 9, CHAMBERS AND END CARS SHOUL BE PREOUSED AT AN END =1 CERMED NANUFAMMUNG FAMITY SiteASSIST- FISH STORAFTECH INSM�Ms. V. �L�THE A M�MH SCI �M SHALL HIM RE l��D UNTILTHE MANUFACTURE" R�NTA� A MISTING WARMI THE ASTALLIESSE, STORMUCH BLAME CHAMBERS SHAUL W INUOULED IN ACCORDING MUM ME -MURMTECH CONEFOR CHUMBERS ARE MY TO HE SOMFILLED MYTH A DOZER OR AN EXEMATOR STUDYING EVER ME �BEM STMERMIRESH RESCOMMENDS 3 BACKFUL MENSHODS: A A �LLM��MILTUSWGM�VATM��SMNEORSUBG�E . EMAGUILLPHOMOUTSIDETHEMENWATCHUSAGA�0I 7� MB�ENT�ESURROUNDING�M�BEA�.C�MMG�MNE�T�PROL 9 ADS RIGROMMENDS ME USE OF 1WHOSEXHIM CATCH TOP NSEMS DUMNG FOR ALL INILMS TO THURESCIT THE SUESSURI STURSAWATER MANAGEMENT SYSTEM MOM WANAMMUMON SEE FIRME, 2. ME USE OF CONWRIMMEN SEDIMENT EVEN SOUND CHAMBERS IS UNREST A A MORUS�TIRM�M.DUWM�M�VA��D�P�ERFUDE�S��lN�n SAFTS THE FITYRNMECH GUIDET MINI LIMITS FORCOMEMMOMIN EQUIPMENT CAN BE MOND IN ME YHORLYMEXCH CONSTIMMON QUIDE' MLLW(Mm,)DFSTMILI=��WER�C�MR�l��DUMPMU��LOR�PM. MEMA�MTOPUSHEM�ENTMNEB�ME�WC�BEMMY��M�ECHAMMnMOM�M �MLE�CKFUM��BEM�M"ME�MP��M�GD��MDUNOER"E��MH STM�wm�� PROPOSEDLjIIYOUT-FACILII NOTES 10A ��7�� . WOMFOLD SIZE TO 0 AW MEW SEEm�N�N�6U��IFOWMNGOUI� Is . DOE TOTHE ADAPTATION DROPS CHAMBER SYSTEM TO SPECIFIC SME AMID DESIGN �. IT MAYBE � TOCUT AND COUPLE ADDITIONAL PIPE TO STANDARD 0 STONEASOMI MIUMFOLD COMPONENTS IN THE MEW 0 �EB�1) . THEY CHAMBER SYSTEM WAR DESIGNED AM PONT SPENNEFECIFIC INFORMATION ON MR. CONDEREAS OR BEAGUNG CAPACITY ME SITE DESIGN ENGINEER Is MINI SHE FEW 43 R6STONEVVD SPIMMETER STONE INCUMMI . ADS DOES NOT DESIGN OR PROADE MEMBRANE OMER SYSTEMS. 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PAU, MPz:I PAC lwI (1 Ul I Y U' 0 RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA %059 DETENTION DETAILS BUD 04 MAR 2022 0 0 0 w 0- PERMIT SUBM17AL 8/27/21 MUSEUM PAI PERMIT RESUBM17AL 12/20/21 NWE 1 MIAMI SOL C2.1 2 PERMIT RESUBM17AL 3/4/22 CTEMMO: ATMN� F NOT ONERMCH Sno FOCUS Way NO. REVISION BY DATE APPR ANNANSO: SHUT OF, 38 147 C\l c:) qT cl w 1-- ......... ......... ......... ......... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ........ ........ ......... . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... 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NORET CURB . ......... ...... ... 4 SWED 0 ABR ------------ -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - 4 --------- 4 ----- --4 --------- 4 --------- 4 -- — ----- 4 -- — r r �rr --- 4 r r --------- r r 4 I r r r r . ---- — . r r r --- 4 I r r ----- r r r . r r r — -- 4 I r r r r r . ----- . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —01,,) —r —r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77 7 7 7 7 7 7 7 7 7 7 01.7 0;—r to to I 2 - - - - - - - - - - - - - - 20+00 21+00 22+00 23+00 23+40 1932 FImt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pllcwww.II SECTION B-13 VERT SCALE: 1 " = 5' HORIZ SCALE: 1" = 20 AS NOTED PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 OH�-D NO. REVISION BY DATE APPR 13+70 CITY OF RENTON Planning/Building/Public Works Dept. 0 c:) c:) Z) .j r� cy) CD 0 CD CD I 0 c\J rA, rfil 0') DO N qqT c:) cl) r o6j R-419238 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSiDD004/13/2022 U) z UJI NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 9M9 SITE SECTIONS C2.1 3 UJI a- �l 39 147 c\I C) qT cl w 1-- Em 1932 FImt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om 32+00 SECTION C-C VERT SCALE: 1 5' HORIZ SCALE: 1 20 AS NOTED PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 OH�-D F N� � 1� NO. REVISION BY DATE APPR �P�0: S� �RDI�y Em 35+80 R-419239 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/13/2022 W Z) .j r� cy) CD CD c%%I 0') DO N 1�t C) X J) z w CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 mo 1 RENTON 1075 DUVALL AVE NE 0 RENTON, WA 9M9 Planning/Building/Public Works Dept. SITE SECTIONS C2.1 4 a- w . . . . . . . . . . . . . . . . . . . . . . . . . . S006 ...... ......... ...... P�JL ....... ......... ..... ... ......... ... ... ......... ... ....... ....... ......... ..... ..... ...... ........ .. . ......... ....... 445 - ----- .. ...... 3 J 3 EXISTING GRACE' 1 1 1 1 1 1 1 1 1 1 1 1 CONCRETE CU 1 1 1 1 — 3 3 440 - - - - - - - - - - - ..... - - - - - - 3 ...... 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - - ---------- -- - -- ---------- ONCRETF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONCRETE - -- ---------- - - - - - - - AREA� - - - - - - - - - - - - - - --------- -- ------- -------- - - - - - - - - - ..... ...... ...... ...... WALKWAY : . . . . . ..... WALKWAY ..... ... Lu PIROPOSED EbILDING--L-L-�L ...... ......... ....... DING: C .. C RET E ... C URB ZPARKING > ........ ...... LA E 0 �DA 13 rARKING AR 435 ........ 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I t 19 Call before you dig. ...... ....... ....... WL L ....... j L - - - - --------- ----------------- ------------------- --- ----- ---- Dial 811 1 56+00 57+00 58+00 59+00 60+00 6D+50 R-419240 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1932 Fist Ave SuIte 201 Sealle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIn;.� SECTION DmD VERT SCALE: 1 " = 5' HORIZ SCALE: 1" = 20 1 AS NOTED PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 NO. REVISION BY DATE APPR DEVELOPMENT ENGINEERING rinsippiC04/13/2022 0') DO N ,it CE) CE) r o6j U) z W CITY OF NEW ELEMENTARY SCHOOL #16 TO, cllln�n 0 mo� P�l RENTON 1075 DUVALL AVE NE 0 RENTON, WA 9M9 Planning/Building/Public Works Dept. SITE SECTIONS C2.1 5 OW I �07 41 � 147 C\1 C:) qT 0 LU 11-- ss SS ... 43089 701,18 <� 431 �\43112 ------------- ------- 7 �2 77 430 53 "TC 4M 4 422 /J7 ��2.77 TP 4M 3B TP 430,53 10 0 5 10 20 .2.32�% k,. mm 43072 Scale 1'=10' TC 430 52 TP 43002 �D ?n 0 2.54% 0 7�, 0 mk 4309 14 C\j ?n o' ell 4 430 D jv 1v 430.41 ?n\A 2.60% 41 N, 4 92.64% TQ TC 4310 430.11 TP 43M6 7 430,02 e�19n n' Jill 429.96 429 V TC 432 64 1,88% zzx Ti. 240- 4220 /55' A 60 0 — 1. lnA' gN 1 28.0' 0 6- � 1 .33% '1 57%, 5.29% 2.00% 7 11 4,67.. 11.46% N 444 44 24 0' 1 14� 60, 28 55" 6,0' o 5.29 7, 320% 4.00% 5.313% -1,72%— x LUJ2 4 T T� v 429 97 1Y 431 74 4�A3 \�TC 429 73 go TP 429.23 0�/ 4 TP 431 24 4 & A Y A 7 Tr AIQ 71 kq7� �431 40 o 429 21 A A L4 S S 4 ss 4ss 000 A -SS ss _SS - �s SS ss-ss - - - - - - MA TC M 430� 12,0' 4--- 0 1.50% S - - - - DS \\—TC 430 50 TP 430.00 TC ��U A 7 4A r 431 64 A o5 OIL 4 4 T 43 82 TC 4N) 37 T 43 32 TP 42 9 87 .7 h -TIC 4�1 J4 1.84 TF �34 IT 430684 �J124 Te 5 TP 4310 W W T 4 1 TP 4 1 % 43193 1932 Foe Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om AS NOTED (i CITY 0 F RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 F N� � 1� S� �RDI�y NO. REVISION BY DATE APPR wP�D 0 C:) C:) LEGEND PROPERTY LINE EX CONTOUR (INDEX) j EX CONTOUR — 230 — PROPOSED CONTOUR (INDEX) — 231 — PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CY) CD CONCRETE PAVEMENT 0 C:) HEAVY DUTY CONCRETE CD I 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 END PAINTED RED CURB C'N ASPHALT (AC) PAVEMENT L HEAVY ASPHALT (AC) PAVEMENT 0- GRAVEL SURFACING GRASS PAVE SITE WALL — VERTICAL CURB 0 ME CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 GO N 1�t �STORM DRAIN PIPE (D ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DETENTION/WATIER QUALffY STORM DRAIN CLEANOUT DS DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. Call before you dig. R-419241 Is Dial 811 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rinsippo 04/13/2022 J) z LL! NEW ELEMENTARY 8CHOOL *16 1075 DUVALL AVE NE O� 2022 0 RENTON, WA 98059 GRADING BLOW UP EmAR C DETAIL LL! 0- 2 7 04 C\I CY) C\I CNJI I C:) CL q4t CI UJI 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering p11cwww.IpdengIneerIng.om .j r� CY) CD CD C%%I rA, S1 CD DO N 1�t C) re, L IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVE LOPMENT ENGINEERING 50 0 25 50 100 msippo 04/13/2022 U) WASTEWATER UTILITY z Scale 1 =50 WATER UTILITY (i RD I w agafour 04/13/2022 JStowell 04/12/2022 2 Admh& NEW ELEMENTARY SCHOOL #16 �m Q AS NOTED Y UT 04 MAR 2022 0 PERMIT SUBM17AL 8/27/21 ENA I , 1075 DUVALL AVE NE mo� 0 PERMIT RESUBM17AL 12/20/21 Fm\ E IN T 0 N P�l 3/4/22 V41111110 RENTON, WA %059 0�w �' PERMIT RESUBM17AL Planning/Building/Public Works Dept. UTILITY OVERALL C3.0 F N� � 1� NO. REVISION BY DATE APPR Cah4 NE SEE EET C3.2 TaK. 0) CONNECT TO EX 8"_ 110 LF 10" DI W ,caaaa 0) -G-G _G 0 (FL) 10" 454 BEND (MJ) 20 0 10 20 40 Iaaa.. C14 (1) 8- TEE Ut* CONNECT TO EX SSMH 51 LF 6 �I) o bv (FLX THRUST y C) _W_ y C%N1 W OF TEE Q EAST END lot IF 422,77 (8- E) IN F PVC 0 3.6% 1 EX IE 422.67 (8- S) DO- 29 LF'l- I CL qCT W-W 'Caaaa I - - - 0. ------- Mj) ASPHA� _(1) 10"XB" REDUCER (FITS j) 8800 3: 0 CHELAN (2) 8" GATE VALVE (FLXM, PA`vfMEN17t .. 13+0 10" 45- BEND (MJ) RIM 431�10 Scale 1 =20' - SPOOLS (RE) a* ?r4.' U-11 �,�(2) 8 THRUST BLOCKING GS (Mi) *04 -'��_EL4,Q_F _LOT, -4'(2) 8- COUPLIN s�,015 015F78" VC V 23 LF 16 Dll!! IE 426.12 (6" S) OUT I j THRUST BLOCKING N 00-0348" W 329.12' CALCID LEGEND 41 (N 00-OV48- W 329,1S R2) -FIRE HYDRANT tMBLY 3. 10"x6" E Jx-L) LJ E3 0 CONNECT T 42 LF 10" DI W FL I PROPERTY LINE (1) 6" GATE LVE (FL)xMJ) 0 BLDC PLUM ING ist THRUST BITO NG 13 (3 PER MECH 2JO� I . � 9 . I 1.: 1 4\�4 j 44 1 0 IE 426.67 EX CONTOUR (INDEX) TT__ IZ 61 EX CONTOUR 25 LF 1 D" DI Q1 D� Im 461.db IE 428.00 (6a S) DO PROPOSED CONTOUR (INDEX) T 5 1B, a OX LIZ 4E) 231 PROPOSED CONTOUR 2ZOK 0 8 6 (2) 10 45* �EBEND (MJ) 11 "1 L�� _. x - �Ra> 11 0 0 Ig THRU BLOCKING r- I g 07 2 m IFF 78.0 FINISHED FLOOR ELEVATION AD� 10 > 0 �! � �, , Fn zi� > ��!m 1 11 Km- 21+00 b 0 CD OIL INTERCEPTOR W/ P 11+00 - - - - - - - EX BUILDING 0 n M CD 0 z -a 75s I + VENT LINES PER > W-M W m CD z �MT 0 MECH NOTES: PROPOSED BUILDING W m CD CONNECT TO BLDG PLUMBING PER MECH 0 L�SMH cr) CONCRETE PAVEMENT 8 SS# 11, 48' 1 . ALL WATER FITTINGS AND VALVES -aaaaa' 187 LF 10'�Dl W_/ NIM 4�1�Z/ E 428 50 Fn CN 144 LF 8" IE 42397 8- NW) IN < 431 m HEAVY DUTY CONCRETE 1., 8- E) IN WITH MECHANICAL JOINT (MJ) L PVC 0 0+5% 8- S) OUT BEGIN PAINTED RED CURB/ L\ END( END PAINTED RED CURB S) SHALL HAVE A BPRC/EPRC Ga. aaaa.. --7\ --- a WEDGE -TYPE RETAINER GLAND ASPHALT (AC) PAVEMENT 0- TEE (FLxF2; . 9 7) 6" 6' EQUAL TO MEGALUG SERIES 1100. 4 �2 O� GATE VALVE (FLxMj HEAVY ASPHALT AC) PAVEMENT �(�E) IM 434.26 a FVC 5.2% 88# S3�8 IF 423915 (8- N) IN ST BLOCKING EAS ENT 6 RIM 430.98 -LIGHT POLE PER : % . V. IIE 426.70 (6" S) OUT 2. CONCRETE THRUST BLOCKS ARE ELECTRICAL (TYR) IF 423905 (8- W) CU_ 71; a:,� GRAVEL SURFACING GS --CONNECT TO BLDG I REQUIRED ON ALL WATER FITTIN GRASS PAVE IF 424,02 Z,� �tt- r D PLUMBING PER MECH z PER COR STE. PLANS 330.2 AND F V SSC6 SITE WALL 197 LF 10"*'�, -W_4,431 1 330.3. a, .1 3. RI 3C M ' 0 IE 426 62 (6" S) OUT VERTICAL CURB GO CONNE T TO BLDG 4 N 1 1 3. WHERE NEW WATER MAIN CROSS A CATCH BASIN TYPE 1 qqT aaa N, PLUMBING PER MECH aa .1 aa A NON -POTABLE PIPE, ONE FULL CD IF 42492L1 7 - 'k.- laa CATCH BASIN TYPE 2 FUTURE HA GIN I I I \ \ I LENGTH OF WATER PIPE SHALL STATION PER Aaa�.�aaaaaaa.��aaaammiaaawa,�."ft6.WN4 -A I y STORM DRAIN PIPE ELECTRIII L I . � � 1000 GAL�L'ON 'GREASE BE USED WITH THE PIPE 30 LF 6 p I I a- INTERCEPTOR ............ CENTERED ON THE CROSSING FOOTING/SUBSURFACE DRAIN 21% + a .:a: 4� W VENT LINES a a a a. t: -t\: a LOCATION FOR MAXIMUM JOINT DISPERSION TRENCH a al Ira a ,28 LF 6" PVC 0 4.1% SEPARATION. @ I I 19 LF 6" PVC 0 4 Fla C)m DETENTION/WATER QUALITY a _ �� ., m: ! , 9 - 4a STORM DRAIN CLEANOUT RIM 4�U�tb 4. WATER MAIN PIPE DEFLECTION It 424 /9 �0 VUI 16 LF 6" PVC 1. -HALF cl 0 4.1% SHALL NOT EXCEED ONE DOWNSPOUTS a OF PIPE MANUFACTURER'S G G-G G CONNECT TO BLDG RIM 430.74 SIDE SEWER PIPE PLUMBING PER IE 425.25 16" NW) IN SPECIFICATON FOR SIZE OF PIPE MECH E 4 6: N) IN (122N USED. SEWER CLEANOUT IN C3 3 IF 425.92 6 IE 4 4 A IN c3s SS SS SS IE 4 8" S) OUT SIDE SEWER CONNECTION "�4 14+00 (1) TO" 11.254 VERTICAL SEND (MNU SANITARY SEWER MANHOLE C3,7 THRUST BLOCKING 4- 1 IT 140 LF 8" W w W PVC 0 05% � 0 Z� SHE L2 L RIM 430.79 FIRE HYDRANT BOLLARD z MATCHLINE SEE THIS E7 E) OUT E& 3. 4W SSMiH H , RIM 430,08 7 1 1 b. WATER FITTINGS 4a IF 424977 (8" N) IN 11 RIM 430.67 1 77 LF 10" DI W IF 424967 (8" W) OUT IF 425.54 (6" SE) OUT WATER SERVICE LINES 0.4' go -POST INDICAT R WATER METER N BEND (Ri) 4 VERTICI THRUST :VALVE EX 16" W/M T 17 WATER SERVICE LINES y �4 75�j 6"* DI *W I � _0 -BLOCKING PVC 3; 6"* DI *W . W W 7 LF 8" PVC W 093'N z OL5% 52+00 52 43* (FIRE) (PRIVATE): . :a FIRE SERVICE LINE �n 8�-4n 76� 5Ey �F. FIRE SERVICE VAULT E F a m I 5i 10" 90' BEND (mi) (3T) (1) A CONNECT TO EX 16" WATER MAIN > vJ9 THEI l�T RI CKINC FIRE SERVICE CONNECTION z '�RBY CITY FORCES 46 10" (1) 16"X10" TEE (FL) (2) 16" GATE VALVES (FLXMJ) (1) TO- TEE (FLXFL) (2) 16" SPOOLS (RE) a GATE VALVE (FLXMJ) (2) 16" COUPLINGS (Md) ,�jz :a (3) - 10 (1) 10" GATE VALVE (FLXMJ) THRUST BLOCKING 44 LF 10- bI W" "a ta_-� (1) 10" SPOOL (RE) (1) 10" COUPLING (MJ) now what's below. THRUST BLOCKING P A a -B Call before you dig. I a 10" D W 1 9 a, - I . I .. mama I Imams - - - - - - - - - aa-al -419243 9i R 19 (1) 10"x6" TEE (FLxFL) ------ - - - - - - - - - - - - - 2) 10" GATE VALVES (FLXMJ) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 46 6" DI (1) 6" GATE VALVE LXMJ) ELECTRICAL VAULT-�/ THRUST BLOCKING PER ELECTRICAL DUVALL A VE WE� YORANT ASSEMB IDEVELOPMEW!"ENGINEERING FIRE BY (TYR) _777(l) 1O"x6" TEE (MJXFL) rnsippo 04/13/2022 G 7�to 1� 30 LIT 10" G�I W- G_G_G_ G G G-G-G �-G-0) 6" GATE VALVE (FLxMJ) G U) THRUST BLOCKING 908+00 909+00 9 1 U�uu 9 11 -EOQ, WATER UTILITY (D FWAtSOTEWATER UTILITY I i I g;Rg ZW 'R JS MATCHLINE SEE THIS SHEET agaI JStowell 04/12/2022 19 WAS Su3jt2 F mt Ave AS NOTED I OF NEW ELEMENTARY SCHOOL #16 tOm4MAR 2022 0 e 2 1 �0 ITY S I O.WA 98101 IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE P2 RENTON PMMI RESUBMITTAL 1 RENTON, WA 98059 0:W PERMIT RESUBMITTAL 2 m m m NA NO. REVISION Planning/Building/Public Works Dept. UTILITY PLAN 1 Ir engineering pIIcwww.IpdengIneerIng.om BT� DATE APPR w��p S ��I= 147 04 C\I C\I C'N! I C:) CL qCT 0 LU NOTES: I ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 2. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.2 AND 330.3. 3. WHERE NEW WATER MAIN CROSS A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED ON THE CROSSING LOCATION FOR MAXIMUM JOINT SEPARATION. 4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE—HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. �*z Z= > zoz mmo 0. T �,ALL T 0 0 50 4 mo zm 110 Wm 0 `1 L5 < Lr 0 U1 79 LF in Di w 0.5% S9# 10, 48, SHALLbW m 4 RIM 429.45 Q3�§' 3, IS 424.88 N) IN — — — — — — -- — �8" IS 4 8" SE) OUT I I , I I 10" 45- BEND T (1T (mi) �3J THRUST BLOCKING I 42 LF 10" DI W M"(1) 10" 454 BEND (MJ) f_7 THRUST BLOCKING h Cl T�- moo 167 8" F>�; PVC 0.5% 4011.0- �,EF - - MATCHLINE SEE SHEET C31 1932 Fie Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om om 0 > 0 N r ITT CO ITT :1E ITT — — — 70 0 �1) 10 KID ILL �MJx!L) (1) GATE VALVE (FLxMJ) THRUST BLOCKING mo A 6130 9 48' "LLOW \RIM 4D.70 425.99 (6- E) IN �IE 425.89 (8- S) OUT (1) 10" 11 1/4' BEND (MJ) ,116 LF 10" DI W THI)RUST BLOC KING 33 LF 4"DI W�—, �P(l 0" 11 1/4- BEND (MJ) TH)RUST BLOCKING L Ll 6 LF 10" D (1) 10" 22 1/2' BEN L9 Lj THRUST BLOCKING + LJ 4'S LF 10" �6 W Cl , x -8 0 El 2 LF 6' DI 0 2.0% + El r a 10" 45* B�ND (MJ) Q3j THRUST BLOCKING 11 ee6ko 0 56 LF 10" 01 W 15P RIM 430.89 -ff 431.0 12 LF 6" DI W IS 426.42 (6" W) OUT FIRE HYDRANT ASSEMBLY (�3) (1) 10"x6" TEE (MI CONNECT TO (1) 6" GATE VALVE (FLxMJ) �BLDG PLUMBING THRUST BLOCKING . . . . PER MECH IF 426,84 MATCHUNE - SEE SHEET 03.3 AS NOTED CITY 0 F RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 NO. REVISION BY DATE APPR 20 0 10 20 40 0 C:) Scale lw=20' LEGEND j PROPERTY LINE 2JO� EX CONTOUR (INDEX) EX CONTOUR 230 — — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION CY) T, T, T, EX BUILDING CD 0 PROPOSED BUILDING C:) CD I CONCRETE PAVEMENT 0 C\j HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL 0) VERTICAL CURB GO N CATCH BASIN TYPE 1 1�t CD CATCH BASIN TYPE 2 C STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DETENTON/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD iYDRANT FITTINGS SERVICE LINES METER SERVICE LINES ;ERVICE LINE ;ERVICE VAULT ;ERVICE CONNECTION S-419203 W-419203 ju Know what's below. Call before you dig. Dial 811 R-419244 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 ej WATER UTILITY agafour 04/ 13/202201 U) F w m WASTEWATER UTILITY JStowell 04/12/2022 O,-'R I NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 98059 UTILITY PLAN 74 MAR 2022 0 0 LDII57 C%J C\I CY) C\I C`RI I C:) CL q4t 0 LU CONNECT TO BILD PLUMBING PER MECH MATCHLINE - SEE SHEET C3.2 — — — — — — — — — — — — N N\ E, N gill Z.. 12 4" DI W (DOM)- KT)4" DOMESTIC WATER� �L3§ METER ASSEMBLY > �. 1111 1 �. - — � Yv (1) 4" 90' BEND (MJ) fill '71, a ... I i Pj5 THRUST BLOCKING L r MATCHILINE - SEE SHEET C3.4 LF 10" DI W \Y A \V K(1) 10%4" TEE (FLxFL) (2) 10" CATE VALVES (FLxMJ) -\7(l) 4- GATE VALVE (FLxMJ) THRUST BLOCKING IF 426.67 01 — — — — — — — — — — YF/ I I . — CONNECT TO PLUMBING PER MECH lmr1ml I r A4 4" DI W (DOM) (PRIVATE) IE 426.67 5 F PVC @ 16% W DO N- URN ELBOW ON UTL PIPE RIM 430.12 r CONNECT TO DCDA IN BLDG CONNECT TO BLDG PLUMBING d SS) OU7 PLUMBING PER MECH PER MECH IE 426.79 (4" BREA IN MECHANICAL ROOM 9 7� JUDCATION APPROVED BY �160 LF 10" DII W /WATER UTILITY FF r56 LF 6" 01 W 2" IRRIIGA�ION TAPPED TEE ON CONNECT TO GAS F D 0 GAS 160 L C 1 N 0 N EC W ) — 0 T M F T (FIRE) (PRIVATE) WATER MAIN "`4 MEFER PER MECHANICAL 0 4" LONG 2" BRASS NIPPLE %(1) 4" 90' BEND (Mj) (TYR) THREADED ENDS 44 OW 0 - N RZ* BELOW GROUND 2" RESILIENT SEAT VALVE W/ 'W/RESTRAINEO JOINT 44 > R 4NE ON AND 44 CONNECT TO CONNECTION TO MAIN PER COR TRANSFORM ER VAULT GENERATOR MANUAL TRANSFORMER VAULT 0 PER ELECTRICAL TRANSFER SWITCH ar DCDA IN BLDG 44 STD PLAN 320.2 PLUMBING PER 1 44 PER ELECTRICAL I �d (TYP) 4b > MECH ea� (TYP) b IF I . HER ELECTRICAL I Z 17 LF 4" 119 2" (TYR) 01 W (FIRE) IRRIGATION m (PRIVATE) 7, 00 m m m III t 1 14+ 1 SWINC TYPE 00 Oil 1�1.. l9H J . . . m CR I CHECK It. m m m 0 NOTES: 4�0 Lr 6" D 97 LF 10" DI W 1 45* END UST I . ALL WATER FITTINGS AND VALVES o V I "L THE WITH MECHANICAL JOINT (MJ) F�. 33 LF 4" DI W WBLOCKING .. . .. . .. .. . . . . . . . . . ED .. . . . . . . . . . . . . . . . . . . . . . . . END(S) SHALL HAVE A -(FIRE) (PRIVATE) - -TYPE RETAINER GLAND . . . . . . . . . t -. W . . . . . . . ... WEDGE . . . . . . . . EL TANK& BACKUP PER . . . . . . . . . . . . . . . . . . . . . . EQUAL TO MEGALUG SERIES 1100.. ;2 C. - :I- : - : - : - ; 0 - - - ' . ' . ' .44+00 . . . . . . . . . . . . . ... 7 . . . :43 .... . . . . . . . . .0 VECHANICAL ... . . . . . . . . ... . . . . . . . . . . . - I - - - , - � _l, - 2. CONCRETE THRUST BLOCKS ARE PER COR STD. PLANS 330.2 AND REQUIRED ON ALL WATER FITTINGS 212 LF 10" DI L 330.3. 81 LF 10 DI W 1� 11 LF DEPARTMENT 4 6" DI W CONNECTION ��7 7 2; �IRRGATIO :LIGHT POLE PER FIRE HYDRANT AS SEMBLY FIRE HYDRANT ASSEMBLY MErER GAS LINE PER 3. WHERE NEW WATER MAIN CROSS �ELECTRICAL (TYP) A NON -POTABLE PIPE, ONE FULL (1) 1 o,,x6,, TEE (MJXFL) (1) 10%6" TEE (MJxFL) SEE LANDSCAPE GAS UTILITY (1) 10" TEE UFLxFL) LENGTH OF WATER PIPE SHALL �0) 6" GATE VALVE UFLxMJ) (1) 6j' GATE VALVE (FLxMJ) FOR CONTINUATION (TYR) (3) 10" GATE VALVE (FLxMi) THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING BE USED WITH THE PIPE - — -- — - CENTERED ON THE CROSSING LOCATION FOR MAXIMUM JOINT SEPARATION. \< 4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE G G G USED. 04 G, "g.) 3 .��OdWN A,(Ar A �I �X,v �L_U_ � VL_ I V L7, ilVHdSV (PUBLIC RI�T � WAY) 1932 Flmt Ave 3 SuIte 201 _'P` Seattle, WA 98101 PERMIT SUBM p. 206.725.1211 PERMIT RESUBI I m M f. 2G6.973,5344 PERMIT RESUBI engineering pIIcwww.IpdengIneerIng.om NO. REVISION _W_ BY I DATE I APPR AS NOTED I AyMl� F N� � Wfl S� A,=FDOIXY W_ CITY OF RENTON Planning/Building/Public Works Dept. 20 0 10 20 40 Scale lw=20' LEGEND PROPERTY LINE 2_IO� EX CONTOUR (INDEX) EX CONTOUR 230 — — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRErE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DETENTIONI QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD iYDRANT FIT'INGS SERVICE LINES METER SERVICE LINES ;ERVICE LINE ;ERVICE VAULT ;ERVICE CONNECTION CID 0 .j r� CY) CD CD 01i rA, rfil 0) GO N 1�t (D CIP re, L now what's below. S-419204 Call before you dig. W-419204 Dial 811 R-419245 Is IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 msippo 04/13/2022 j U) WATER UTILITY WASTEWATER UTILITY �Z_ agafour 04/13/2022 JStowell n4/12/2022 ULI NEW ELEMENTARY SCHOOL #16 MAR 2022 0 1075 DUVALL AVE NE P RENTON, WA 98059 UTILITY PLAN C3.3 46 � 147 OW C%j C4 0) C%J I C:) CL qt I-- U-1 ini 0 0 10 20 40 Scale 1 =20' > 0 LEGEND T OT \",/L df� 0 C --4 A z 0- 0�> - - - - - - - - - - '4� - - - - - - - - - - rzz �M* C4 0� 1 ru W ��, � � *� K'� Do W W 03 W z 0 IE 1P —42b� ZEE# 0 00 - ` 0 0 z v v NO UTILITIES THIS SHEET f> 0 A, WHIR EAV� 0 Ems 0 0 MEN IPM "IME1 MATCHLINE - SEE SHEET C3.3 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pl1cwww.II NO. REVISION ON �0 mom MATCHLINE - SEE SHEET C3.5 AS NOTED 8/27/21 12/20/21 3/4/22 F N� � 1� BY DATE APPR wP�" S� �RDI�y (i CITY OF RENTON Planning/Building/Public Works Dept. PROPERTY LINE 2JO� EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION T, T, T, EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH ma DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE T77 SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD iYDRANT FITTINGS SERVICE LINES METER SERVICE LINES ;ERVICE LINE ;ERVICE VAULT ;ERVICE CONNECTION now what's below. S-419205 Call before you dig. W-419205 Dial 811 R-419246 19 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 WATER UTILITY WASTEWATER UTILITY agafour 04/13/2022 JStowell 04/12/2022 jm�m NEW ELEMENTARY SCHOOL #16 04 1075 DUVALL AVE NE P RENTON, WA 98059 UTILITY PL 0 CD GO C\J rr,, S1 0) 00 N 1�t C:) re, L U) F- z U-1 MAR 2022 0 W CL MATCHILINE - SEE SHEET C3.4 04 CY) CRj C:) CL q1t 0 LU NOTES: I ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 2. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.2 AND 330.3. 3. WHERE NEW WATER MAIN CROSS A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED ON THE CROSSING LOCATION FOR MAXIMUM JOINT SEPARATION. 4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE—HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ! U 777 m 777 7i T7 7: 77 11, _T &/z k I k� U, I 1� on GI , le L A/ + Irr 70 0 00 n 0 00 z z 0 7 I P I m > z 0 X IM m 3 W I L It 0� im m LID LTPOLE PER Q0 in— PLL ir� 4 U ELECTRICAL FYP)' > t C > 4 o-r 0 6:Y �z 0 n z 0�70 Vir, Oct RE TIE mm >z m� z ELI z so mo n GO 6, 0, 29.4p I m LU 0 0"m t�00 I LU 0 ME �j Q"�o I GO ELECTRICAL VAULT FOR _qr FUTURE PORTABLES PER ELECTRICAL (TYP) ++ LIU! z + im + LN (1) 10- BEND (Mi I THRUST BLOCKING z + + +! > + � I %+ 1% 27 LF 10- DI W P� 00 ME (1) 11 456 BEND (MJ) THRU BLOCKING L Z>C ow� zo 0z n IF 30 LF 10" DI W 0 Y z M ]]I 6m > > gg m EZ5 m me Th m zn 0 0 0� nz m C L Cni 0 EHcM P. 7 21 LF 6" DI W FIRE HYDRANT ASSEMBLY �1(1) 10%6" TEE (MJxFL) G �3 P (1) 6" CATE VAI UFLxMJ 1932 Flmt Ave Suite 201 Seattle, WA 98101 P. 206.725.1211 m m M f. 206,973,5344 engineering plIcIvIlmipliengIneei m NO. T- 4 G G G— G— DI W —CONNECT TO EX 16" WATER MAIN 91k+00 _7� BY CITY FORCES (a) (1) 16-XlO- TEE (FL) e19 —T—(2) 16- GATE VALVES (FLXMI —T T—T— (2) 16- SPOOLS (PE) /�EX 16" W/M (2) 16- COUPLINGS (MJ) :zW _W-0) 10- CATE VALVES (FLXMI W_W_`X___7_W_ 10- SPOOLS (RE) _(1) (1) 10" COUPLINGS (MJ) _/T7pplllTHRUST BLOCKING —lip ip=- /III lip \_77\ iim REVISION BYY DATE APPR G 919+00 -T—T T_ T 7 _T 4-- tL �W�W_�Z_W—w _4w� A, Um z AS NOTED Illo igi CITY OF 0 RENTON Planning/Building/Public Works Dept. IF Ni IlE i MAM �Mpli )1 40 Scale ln=20' LEGEND PROPERTY LINE 2JO� EX CONTOUR (INDEX) EX CONTOUR 230 — — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CUNb ASPHALT (AC) PAVEMENT HEAVY ASPHALT AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD iYDRANT FITTINGS SERVICE LINES METER SERVICE LINES ;ERVICE LINE ;ERVICE VAULT ;ERVICE CONNECTION P� CID 0 .j r� CY) CD CD C\j 0) GO N ,It (D CID W_ now what's below. Call before you dig. OZS-419206 -�W-419206 Dial 811 �_f!R-419247 Is IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENIFF ENGINEERING rnsippo 04/13/2022 01 U) WATER UTILITY (:D] WASTEWATER UTILITY agalour 04/13/2022 JStowe 1 1104/12/2022 U.1 NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE P RENTON, WA 98059 UTILITY PLAN C3.5 rr 48 147 CETI 1 IL NGwR;�TYVg IMAM WATERPLANGENERALLNGLIFIES CUMIRAG WTEFI LINED AUN1 WENT LARGE UPHON RLS FIE IR, ty 9=101 N&ASK IRS A LANI AMR gm IINERI RAINY A ANTIA IN IFE;r PAGE SAINTINIT, �m RUBBER 0 AD E;3=v ACT OTv CNI 1. ALLWORK AND MATFRGUSSHAUL BE IN ACCORDANCE VAR H THE LATER FULTON MINE CRYOF RENTON PUBLICYRORKS STANDARD SPECIFICKTIONSAND SPECIAL PROPSIONSAND HDRIONAS TERM SIERRA ARTY, a NESSIPLE NERM ImBi A SRI Tjr2w IMAUS ORBABLE, NFEARGE PAY �. ANyUGm MOD a 1 p EN, NO WAITING 0) pentum &tkvag P" %1DRAW As ;1 AMENDED PARK CM OF RENTON. A SUCH CITYAPPROVED INTANSSHAMINk KINPTATTHEIOBSM WHENEVERCONECTRUCTION 1A4AEM _PSI z 47 GIN PROGRESS. A PREDONSTRUCTIONCONFERENCESHAURE HEM PRIOR CONTRACTOR PAWRACIVEN c:) ANDORDFAMMERSHALIER RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. A T%Froem INFECTED W RENTOF BOB IMPAIRMENT, FIRE UCTRAOF EXTRYTIN M REOUREOR mI TRADE RAN 2. ALI EXISTING UTILITIES SHAM REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHIRGAASE BOUND. RE CONTRACTOR SHALL EATON AN CALL 1,800,424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALLEVOIDUALS USED MR FEE MKISAIRLECTOR OF WATERSYSTEM IMPROVEMENOSSRUMBE NENAND UNDNIMARGEDI Vc2?wm=wn FIREEP UJI 'CATALOG CUT -FOR ALLMATERILAUSHALL BE APPROVED IN WINNING BY THEM OF RENRONPRORMBRINGINGANY MATERIALS ON-SM. CWLU;�Gs, SABA" OTAFT I R FEE I L 69 No 't VIEW aE43atm A-W M 9 sm TMO4DCAr QA57 Am VALVE LOOK RION IOU Ryy�ks` NmK FAR ID FORBON1 W. AND %I ROD ADOPTED 4. ALLWATER MAINPIPE MATERIALS SHALL BE CEMENT UNED DUCTILE IRON PIPE� THICKNESS CITRUS 52 PERAVVWA C 151 AND C IN. PIPE JOINTS SHALL BE FUSWDN OR MECHANICAL JOINT. CAST IRON OR DUCLUE IRON PIPE PRINCE SHAM BE CILMES M AS MAN JAPPARA PUPOR I, LZI TEMPORARY BURNAM, \RN, P a SUPERIOR F TOM sESTAIN WTH kf0I SEW rAT LENGTH 101 ULE VALVE HALF EXTENSION ARM. PDATIMOYER TLAUQUACT IFEL PROU OPIUM) Rod! VKU OW ketANCHUNNI "A SGRA PER ANSI/AWWA CIUUAZI.10412� AM INTERIM IRON PIPE AND ENTRIES SHAM OF WINNER) WITH WMIL ELACT TUBE WE, POLYETHYLENE PIDURIC PER AWWA DUST STANDARM. kUPIR421, DRY RRYUB; GET MR 0 HNOM PAMARCRI ReffAut M ALI A I 'a.�L%= T DATE ENCTIMIENT S R Olmyc ruEFIFERt &&Fp L BAD MCI S. MINIMUM COVER FROM TOP OF WATER MAINSTO FINISHED GRACE SHAUSE 36 INCHES FOR PIPE DUUMETTEROF I(FINCH OR LESS WAMI AND 0 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAX1MUMC0VERFOFAU_WAMRMARWSHAMBE6OfNCHEA AFT ANY DEVIATORS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TO CONSTRUCTION. "EREUTURCMUCTSOCCUR, f TIE OL&Rsr�m AMENDED xPlEmAto IQ IT RE PROFILE OFTHE WATERMAN SHAM BE ADJUSTEDAS NECESSNRYTOCUEAR CONFUCISANDTO ENGAGE MINIMUM COVER. WERSTERB UJIM BEE CI (FILEM01""I MACAU )TEC" RUN MUCKI Alw`ty PIPE DEFULECTION SHALL NOT EXCEED ONE-HAUF OF POPE MANUFACTURER'S SPECIFICATION FOR SEE OF PRE ORD. ALL FRENCH I ONO A14 �ws OWEETE, BACKFIRI SHAM BE COMPAUEDT095 PERCENT MAXIMUM DRY DENSINAS DETERMINED BYRIEMODIRED PRCXTORTEST wAno NOTES Do PC JUJOITAT ARABI METHOD (MIKE) IN ROADAI ROADWAY SHOULDERS, ROADWAY PROM AND DRJVEWAY%AADE5 PERDENTIAND IN UNPAVED ARENA ALL PIPE ZONE COMPACHONSHALLINE95 MOD. �QN�� UST ANCROM RAW kw— 111; XrOk I R49 w pffltu N'V 11 AArPQE LID 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH OR OF 14 \,A. 4 Do RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED ATALIVERTIMANDHORGONTALBEENDS, FRIKES ANDEASE(RHYDREMORS. RRIA LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALI MENCHARICAULAINT]i IN ABORTION TO EXXON ANGERY LORD -EQUE WARR LIMP1711TIST SzA, � SERAGN YAC FOR L RETTERIE" b h N NhIP) CONCRETE BLOCKING. BRIEF bg 179 PUI MAO BEEF 70rCIT-TE BETTING RE ML 06 MAR UPIANcyl TETAR �K � HMPATETT %u4w =12 ART ANN $10 BE URI OTT 7. ALLNEWWATERMAIN PIPIESANDITTENGSSIRMLIMAREAFOAM PIPEPIG I DISINFECTED,ANDTESTED. CLEARING, PRESSUREAND REAFFIRMING SHAL1.WDOMINREPRES1EMCEOFAADUNDERTHE SUPERVISION OF ACTITY OFflENTON WILITY INSPECTOR. RE CONTRACTOR SHALL SUPPLY, INSFARAND REMOVE FOODS, Isoo CK CORPORATION STOP5,8LOW-OFFASSEMBILIES, AND THRUST RESTIAINT/BLOCKING FORTESONG ANDPIRMACCEPTANCE. NO FIRE HYDRANT ASSEMEL JOG I CONNECTIONSHAUBEAUNDE BETWEENTHE NEWMAINCRIMETWEENTHE NEWWITT TAYVALVEMANINSTING MARIURRIL THE NEW PIPING HAS INEENKFAUM PIGGED. DISINFECTED. FLUSHEC,ANDP�OM�MEMREMOPURMMTING. y PER NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A ALONG PRESSURE OF ISO PSI ABOVE WORKING 414 EFORPOL JIM GKONTO -LEVDS Ou RIM REIRLD - AV 9 a9m A( C 0 -S AMEAT RE Q IOU c 4 NIKERE PRO GRACONI yy�,E= RUE, LORI ARTAYEIII'l Oc IN PRESSURE WITH A MINIMUM OF 225 PSI FEET PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING I RE ENTIRE TEST PERIOD. OWN SATISFACTORY COMPLETION OF THE PRESSURE TEST, FEE ONE SHALL BE DISINFECTED, FLUSHED, MAYS NA KEEPUNI ENTER AND THEN WATER SAMPLESSFIALL BE TAKEN MR FORM RATHER BYTHE INDOOR WORKS INVINECTOR. 1; UNTODI ALL SECOND, CURGERENG ID FILM KHOO m�� FIVETURS, ALI MAWROO p a '03=701I c FT NOT ANGRY AT] 0 IN I t�AYAHNARB Of I ANGAL Fp S. THE THE OR OF AILD WAMMENTS AT LEAST 10 WORKING WE T LS 1 IV LATIN P TOM R DZUENAMON is w GREW, AN APPACED5 THEF'=EUNGEMBEG )HO HAM DAYS PRIOR TO MAKING CONNECTIONS TO FIRE EXISTING WATER SYSTEM. RE CONTRACTOR SHAM EXPOR RE LUMBER WARR DONNER; MAIN AND RRINGS AT RE CONNECTION POINT BEFORE ORDERING THE NECESSARY PERFORM AND FIBRINEAS REQUIRED MR THE FINAL CONNECRION. RE CONTRACTOR SHALL EXCAVATE, REMOVE ALI SURFACE MATURATI, AND PROVIDE SHORING AND No XlEgENTS Al arro K;2hlR Aft ALL MATERIALS REQUIRED FOR THE CRY OF RENTONTO PERFORM THE CONNECTION MINE EXISTINK WARR SYSTEM. THE Itimma ZE TH FORM X� a s1st RE ANSI 0 0THMUCIAN 9009M Vol GOLD CONTRACTORSHAULPFFEWMEAND INSTAM BARSTILL, CONCRETE CUT F LL AG 'UNTURI SOONER GEARI " DEADMANt"I BE NEDURAD AND POETALME.M ?9��m KAREN PRO HYDRANT LWA-flON IN aIT OF FILL 14 LEANED TO III BOB PUBLIC RIO PUBLIC F�11� CONNECTION TO WATER MAIN M. P� - 300.4 DLF�TIIENT CUT WLINE TEE & THREE VALVES PURI DREG f FIRE HYDRANT ASSI SUIT FUN 0, 310.1 "I'LL FRORky BRENT W, yP& 67 COMPOUND DOMESTIC WATER METER ASSEMBLY STD. PLAN - 32o,4 kW? 2ma MARCH Lait) INTS wS NTs NTS COR STD PLAN 300.0 - WATER PLAN GENERAL NOTES COR STD PLAN 300.4 - CONNECTION TO WATER MAIN CUT IN 2 COR STD PLAN 310.1 - FIRE HYDRANT ASSEMBLY COR STD PLAN 320.4 - 4" COMPOUND DOMESTIC WATER METER ASSEMBLY —MAW MEET I= ma rim tow A A �m�mp:: CrMLEDUCHE ATEAREAKEDE Or RE NET m OPT y� Lj :- �Dni I FUN 11� NXR !,A A Bit, "��L Tu kj,�IL NNYOFANI 1, sim NEI OF suREST MARM [PrOPEE11MI SJfiSfJ JAIE HIDGENTUNWROM MARKED 0 5 a w7k�a DOM 0 LAMM ERIC) ON �AT 44LN "I VISFOCAL, KROGEOUI FOR AD, meop n m "ALL NEPTUNE, I-MM RANGE Off REGION A —A MNu`I1ra`y` L _� 6 0 XSEE J) WT;�`U PAR A q "ON ARM CONCRETE I z HERE ME ICATER DF Effly CALKSOUT IS ALMOST? 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EUREQUI Army, TOM P PRIOR: 8_11I HICRANT MARKER �O.M`[WOIEMM ATO.O.Tpi C ETTV r Z170nZ M4 m- It, -=L�Zd I ORA� PETER D=RI 1Z ('I;TGC WAKE ANG NSA �EUYOL non YEN c A RI FS By DOOR a Ell X= I== lrml�w PREM,=7I by Pt2f OPIUM, Mj ii., OMAN TNEURC&E MI jLAAp P IMAM ME Myt.T. WE R, ONC Im"y "m Alt EARLY FARE P.DMA, A. POI PARO L NET, NJ DEP 'ER rm, 0 sOyIVPKA �ot �42W� RAN MtgOLFE� I.oMRATI A. I.For ED Aw Ad AM 2. trbu RAF OCUT -1 'in 4 LRUI NOR AM TIM AR" AS PAGE RATED a POPLa VAEVFRAN LtgK NJ P7� 4Ay4xrgAA 4 INA, A ITT DEC UIR w"M IFNI )AA EAKA RE A Or W-419207 T7 �T st��DrM PA �� Irr TAP CIA CEMENT TRETAI _TmVR* VA UAS BEEL KERNELS Half: R-419228 =4ff&EQEvIAAw R VAN SUP FUL KEE TAPE SO AD I I'A�Tr M I R Gmw 4F= �� AEF F1 METER AnDs REMAIN T tby��M DAMAME ITERVEATS SHALL My CAYBOMOURE EQUAL ON WAMPE QmpEO Not r�5�y ARDN MC Ew7c& MONKI? IN COMPLIANCE WITH CITY OF RENTON STANDARDS IL yomrs PEAUTUR RE mHOPROUND FO ummm GRA DEVELOPMENT ENGINEERI R NGI efi MAD ED SITER SIDE BELOW' *UT M. PLAN - 310.3 SM P1,001 - 3004 1 LAREN X0 FIT e HYDRANT MARKER LAYOUT I TLLU CONNECT)ON TO WATER MAIN WITH 1� 1 12 - AND 2" WATER SERVICE LOCATED msippo 04/13/2022 I WARE11i Ewa L'WR� TAPPING TEE & VALVE IDIff 1 IN PLANTING STRIP 19 -Fummv I IN Is 5 7 WATER UTILITY MR lagafour NTS 'T" COR STD PLAN 310.3 - HYDRANT MARKER LAI COR STD PLAN 330.2 - CONCRETE THRUST BLOCKING COR STD PLAN 320.2 - 1-1/2" AND 2" WATER SER� 04/13/20220 p 1 1 SURROUREM ROAD FARM) Im HNAI HIT impm CITY RENTON OF NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RESS O� MAR 2022 1932 Imm Flmt Ave WASAo -1 1 41 6 _,3, `7' PERMIT SUBM17AL 8/27/21 — mo� MADE, 12/20/21 ITUAR: PERMIT RESUBMITTAL gNAL RENTON, WA 98059 o PERMIT RESUBMITTAL Planning/Building/Public Works Dept WATER DETAILS 6 3/4/22 ATECROD: ATMPZ� engineering pIIcwwwCIpdenc1neer1ng.con e4RONAL �YG F NOT ONCE HCH SCALE AUCIRDINKELY APPROAM: NO. REVISION BY DATE APPR Am 49 oM 147 0 C) C) .j !A� cy) CD 0 CD CD I C N 0') DO N ,It C) CIP WX J) F z UL! 0 US c%j 0) "Reig c\I ,q. 0) I R Z L r� '7 A c\I c:) (L 11T cl w O� MIUVOIAIDIet "Notm Fes IF J'� -,F,CE ELI,�TJ3U 70 LNIJE VQAb QEfaT m -x lAAJAAE R TO INDICIM *VRAW 15 VMN OF A �w BEE � SI MAIN ITA �T FUINOE �iupm a m 147 11KIIA NAI JEL!I LULL? (tQ-lLE:FJ JLLIED) UOTAT)II Cm AltAT MAI AFRUET 4FT MI C� (11-INDI DADUIDEE AUD EZ� — I /A' � itATFA 6itkLl VFRTJC�At Z-W55 roji FOLYPLI�GPIQj qYk70FI WIPULA FUNDED w A CLUL IsCEUDI Use CDLcAa tr ma Ams DDDEEEAF CU: ECADI TC&TFLUp) ME EXACIPANCE ON VDIFFOU, OF CAMS 5 c I'VIDD (w) Cm X" CLF PROSS O=m 4=AVDt -- eAll-�flAVGAlFCI 05ALVAII QI WEVEL TUI POLY PIG STATION FOR CLEANING PI WOUT INI WATER MAINS ITS COR STD PLAIN 300.6 - POLY PIG STA 2 TCADI Tom L A* q . AVDU VOIDUS C'sVICOALE Ato �ENP l!IRMQ 0 it tL 39 9 A TYPE 0 CONCRETE BLOCKING FOR VERTICAL F11-TINGS STD PLAN 330.3 - BLOCKING FOR I=. K" � wa.3 hARCH ZDTO NIS VERTICAL FITTINGS 5 1932 RIME Ave SuIte 201 Seattle, WA 98101 P. 206.725.1211 1 m M I. 2G6.973,5344 engineering pIIcwww.lpdengInVerinI sm OF STREET R%kA" ITS ;WP FROM Dom m Anct "IIE uIvom DJALSED F4 WENT VAFI T� �5 LITE snqsnals FIsa�*o OuIFL b L SJU OF SIMMY MRANT f5j ON KAV FeNDOn OR EAFAFT, LAI Nvansl L"� Pu$ w Lai" HYDRANT MARKER LAYOUT I I I &I A 2016 ITS 1 COR STD PLAN 310.3 - HYDRANT MARKER 2 IT' 6 NOT USED 1-122' AND 2 WATER �EEELC I CAP MID A COULD LONIAE DIF AFAKAGEL OF oUE SERAfF A - A 'ITUFAI - tKfi!92mwEE I )IQ;m A 0AEOR offil aAVJA d CL ELF 1. w 1106 It, U, t�7jI IV an DOI VC FL I FLO MCIFt "I IN LCOVI CI 'FlIELIALL SELCEI EQUAL w DOMFID �Uyr DID �� E&I A NSTALLUED OF -qmmuw qH DICI "Wen ADC NO. I REVISION I BY I DATE I APPR DOLE VA NEDAEE, Ef ME WAI BE wrILIALLY � fluit OULTU VOR RUN Iteen mgb!�� lots Illus k UIAMED in FUUNPULK; sm 31 asaRRF 1 12H AND 2"WATER SERVICE LOCATED IN PLANTING S I mur COR STD PLAN 320.2 - 1 1/2" AND 2" WATER SERVICE VLFM� NLWD Im HIALUADDO muto UI DEADAD DRAWN CADUVED IF AT DUE I WWRONED: CALE ACAI C2) CC CIA FAk KEW JZ�CVDV PIA WAI OF THE WDA r0T=ufm"naRE=a =I VEDEAV ALI) �e� � AMARMA MEERUI wM045 ==ZlDwtnCC `60111, - WE' 5111M IRTE a IstUl wwaso=P Ai DEI �AOIQV YUVw PC JX& V I AI OlM III OUARCIT. sPhoilowl ADDED TV UlCM; =w &;tE LOU. I" IVA, sUmpAUL��PA% =CAAVE�Dft DEDAPTIMENT PRF� UO AFFIVAT104 OF FLA iFF INSTAUD FF F ,' I T � I , �- - F t�t RUC WORKS INSIDE BUILDING INSTALL FOR 3- AND )Eplk[G�T LARGER DETECTOR DOUBLE CHECK --- VALVE ASSEMBLY COR STD PLAN 360.5 - INSIDE BLDG IM NTs 7 NOT USED CITY OF RENTON Planning/Building/Public Works Dept. W-419208 R-419249 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 C) C) Cl 0 c:) CD c\J rrdl rel Z4 I P I N 4 b DEVELOPMENT ENGINEERING msippo 04/13/2022 101 WATER UTILITY (D U) z agafour04/13/2022 LEI NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE O� MAR 2022 0 FELDIKAJO RENTON, WA 98059 WATER DETAILS POCE, C3.7 a- w c;F� LL SANITARY SEWER NOTES AND SPECIFICATIONS CRI 0) 1 ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND Rll� SPECIFICATIONS OF THE CITY OF RENTON PLAN NING/BU I LOING/PUBLIC WORKS DEPARTMENT 47 AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS C) APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ILL] 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PICANNING/BUILDINGDOPUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBUO RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4, A PRE —CONSTRUCTION CONFERENCE AND A 24—HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKTILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKTILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFrER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLAINNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS CIA SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOP 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RINC POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH HAVING. FTS NOT usED 5 1932 Flmt Ave SuIte 201 Seattle, WA 98101 IT 206.725.1211 m m M C 2G6.973,5344 engineering plIcwwwJpdeqINeeRlng.IVCi 4kj.. 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REVISION BY DATE APPR Wo APSARDINKC "I c :1106� LT ROLU � 13 UC; R m A kC —XMKRV� � 0 0 � q � 0 dlT I, —w T PLAN VIEW BOLTING DETAIL SECTION VIEW LEUNI gg;v= rr _M"C" Lu NOTIES —7 ` I XGLORKWIlINPICOAR5 ASSILMCI I I )�RDAN w _VdRBD% N, L A 7 7 VAU6 _t r, 4L SECTION VIEW STID PLAN 4011 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 'PA'"ft " ' DEPARTMENT (PRIVATE OWNED) Martin Pastuchd", L:ar., OEACp� PrL COR STD PLAN 401.2 - MANHOLE FRAME AND C "IS 4 S-419207 R-419250 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING DOI 04/13/2022 0 C) C) .j CD CD 01.1 r,r,, rfil 0) DO N ,It c:) WX U) z DID! NTs 7 NOT USED CITY OF NEW ELEME NTARY SCHOOL #16 O�4 AR 2 22 M 0 0 1075 DUVALL AVE NE OPPRE 0 RENTON 0: PST RENTON, WA %059 IN Planning/Building/Public Works Dept. 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SSMH 1 i 1 ]1 E 424 02 9 9 9 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 N 14+159B9, 0. vT )a 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 1 01111 91161 6" 1 9 1 1 1 SM; 48' H 9 9 c: R114:43b:794: 9 9 9 9 9 UPDAITE PIPE SIZE AND 1 �TA RIM fe+o":� �EE', T 9 9 9 1 1 SIN: 10+55+21; ow�p T 9 9 9 — — — — — - — — — — — — — — — - 9 9 9 9 9 9 9 9 1 9 1 9 9 9 9 1 ISTA 13+39936, 000% T — — — — — — — 11 9 9 9 9 9 ELEVATIONS TO AI 1 9 9 9 9 9 9 9 9 9 1 IS 422 43330 77 9 9 9 9 9 E) IN RII 4: 4394�26: 9 IS 423�97 �8v E) IN 9 9 9 9 9 3 1 3 1 3 1 1 9 9 9 9 9 9 1 3 1 RIM ASI) 08 425:15 Ift S) 0 PLANVIEW ON SHEET VE (IN 9 9 9 9 9 '1 9 9 9 9 9 9 9 9 IS 423:15 (13 9N) IN 9 9 9 v v v v v v 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1E 42i6j �8" JI IN 9 9 9 1 IE 424 77 (S� 91 A 9 9 9 9 9 9 9 — x -lk- > 1 > 1-) 9 9 9 9 9 C3,1: 9 9 9 9 9 9 1 9 9 9 9 9 9 9 9 9 422 1 67 (8 S) OUT9 9 9 9 9 9 9 9 IS 423:05 W W) OUT9 9 v 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 6019 9 9 9 9 9 9 9 9 E 424.67 (8- 111) WT 9 9 9 9 9 9 9 9 9 9 9 9 9 9 v v 9 9 9 9 9 v 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 1 3 — — — — — — — _7 —7—�— -977777- -977� 0 0 9 9 (N) 00 M 0 0 to :0 N 0 0 7j 8 977777- N 7777-�777777-�- 77-7777,, v v v v v v v vN 9 9 9 �99999999, 77 77 IN 99- 99 99 99 99 0 9 9 9 v v v v C cb 0 IN M M 4 0 0 0 0 0100 9 9 9 9 9 9 9 9 v v v 9 9 9 9 9 9 v 9 9 9 9 9 9 9 9 9 9 9 9 co Lo 9 LO 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 v v v v v v 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 v 9 9 9 9 9 'r 9 9 9 9 9 v 9 9 9 9 9 v 9 9 9 9 9 9 9 9 v v 9 9 9 9 9 v v 9 9 ILrc L ::::2 2: ED cb (5 0 C5 cb 0 ------------------------------------------------- ------- — — — ---- — ----------- ------- L --------- L ---------- 9+80 10+00 11+00 12+00 13+00 14+00 14+60 SEWER PROFILE VERT SCALE: I " - 5' HORIZ SCALE: 1" - 20 ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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ASPHALT PAVEMENT 0 TYR �7_ C /CRETE EPRC EIUV AND ON COLKWAY "RIGHT TURN #WA T� 3) ,!dz TYI 7. ONLY" SIGN P10, BPRC� RIGHT TURN BPRC 4 ONLY� AN ADA RAMF4�� . EPRC �"STOP" S 0 (TYR) ON �j t77 7-Y A mE:Y - - - - - - I. -Law CURBj/ SEE SHEET C6.2 FOR �CUKS LANE LUADING TADCD MnKITA�C kJ0Dn%1ULACk1TC I I I 1A I I A 1 /1- ONLY DURING SCHOOL �A 7 908+00 1 SEE SHEET C6.2 AND C6.3 "DO NOT— _G—G G G_4OR FRONTAGE IMPROVEMENTS _G G—ENTER" SIGN 909 +00 910 +UU 19 S 32 F Ave eate, PERMIT SUBM17AL 8/27/21 p. 206.725.1211 PERMIT RESUBM17AL 12/20/21 f. 2G6.973,5344 ulte 2 01 m m m S I . WA 98101 PERMIT RESUBMITTAL 3/4/22 engineering pIIcwww.IpdengIneerIng.om NO. REVISION BY DATE APPR MATCHUNE - SEE THIS SHEET G MATCHLINE - SEE THIS SHEET AS NOTED Hovmw� � imp CITY OF RENTON Planning/Building/Public Works Dept. F N� OW 1� S� �RDI�y FIRE SERVICE CONNECTION IOUnow what's below. Call before you dig. MnI 911 R-419256 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 G J) z UJI NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 98059 PAVING PLAN LID! 0- 57 147 C\1 C:) qT 0 ILL! I-_ MATCHUNE - SEE SHEET 04.1 1932 Flmt Ave SuIte 201 Seattle, WA 98101 P. 206.725.1211 m m M f. 2G6.973,5344 engineering pl1cwww.IpdengIneerIng.om MATCHUNE - SEE SHEET C4.3 AS NOTED PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 OH�_D F N� � 1� NO. REVISION BY DATE APPR wP�D S� �RDI�y 0 ]z m GO m m rm m m 20 0 10 20 40 Scale T=20' LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMEN_ GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB 4 A CATCH BASIN TYPE 1 �� C CATCH BASIN TYPE 2 �STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH Ed DO DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION BPRC� BEGIN PAINTED RED CURB EPRC� END PAINTED RED CURB PAINTED RED CURB TO HAVE 24" TALL Know what's below. STENCILED WHITE LETTERING ON Call before you dig. PAVEMENT ALONG FACE OF CURB "FIRE LANE —NO PARKING" WHERE SHOWN Dial 811 R-419257 ju CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 .j CD 0 C:) CD C\J rA, S1 0) GO N 1�t C:) ro, J) z UJI m NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 mo� RENTON, WA 98059 PAVING PLAN P�l C4.2 LU 0- MATCHLINE - SEE SHEET C42 MATCHLINE - SEE SHEET C4.4 7777 Y, 0) VER TC L � CU 7 , U RE �(TYP) A� ..... 24" TALL WHITE STENCILED C:) LETTERING "FIRE LANE -NO (a�FIRE LANE SIGN T\\o X/LPARIING" (IN ASPHALT I 0 FACING BOTH (TYR) WHERE SHOWN (TYP) LIL! DIRECTIONS (TYR) NATURAL TU BE FIELD PER 4%, LANDSCAPE \7;B CURB TAPEE�� STANDARD ASPHALT PAVEMENT (TYR) 0� - - - - - - - - - - - - - - - - - - - Ok 20 0 10 20 40 Scale T=20' C- 3 (2�CONCRETE WALKWAY Q±J§ (TYR) FF Y, CURB AROUND \�HEAVY DUTY SOFT SURFACE PLAY PER CONCRETE LANDSCAPE PAVEMENI T (TYR) 7, > rV 7 m 0 RECYCLING/TRASH r C0 ENCLOSURE PER ARCH I.r m m m ca 11 ADA R44P 6 (TYR) L45 STANDARD ASPHALT m FIT 4" m M r r r PAVEME m r, r 11 BELOW SOFT Lo co . . . SURFACE PLAY PER 'r v r. LANDSCAPE m�mft. -T.= , , I I NCLOSURE L, PER ARCH I I % . .. Z� E z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . I. I. . I. . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLUSH CURB WITH . . . . . . DETECTABLE �±.,7 WARNING STRIP . . . . . . . Oiv . . . . . . . PERCIVIL . . . . . . . . 16 227 - BERG HEAVY DUTY ERR ASPHALT - - - - - - - - - - - - BLUUKUUI pIKIFIN FLUSH CURB WITH(Y�) PAVEMENT DETECTABLE 7 TYR) WARNING STRIP PE�� CIVIL A 5U L send m =,;ft G G� G_ G_ G, G ---------- ��G— ��Nll N0113AS 01 C,0TV3 Ot LLCH, 3 A j I *1UU __7 77� I I I / A I 1 74 111� (PUBLIC RIGHT � WAY) —W—v W_ W w---+4f—W W_W—W—W-7�W—W- -SD—sGL_so—�n 95 99 Igs I I T 1932 Flmt Ave SuIte 201 Seattle, WA 98101 PERMIT SUBM17AL p. 206.725.1211 PERMIT RESUBM17AL I m M f. 2G6.973,5344 PERMIT RESUBM17AL engineering pIIcwww.IpdengIneerIng.om NO. REVISION BERG: BEGIN PAINTED RED CURB BERG: END PAINTED RED CURB PAINTED RED CURB TO HAVE 24" TALL STENCILED WHITE LETTERING ON PAVEMENT ALONG FACE OF CURB "FIRE LANE -NO PARKING" WHERE SHOWN LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END HANILD RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMEN_ GRAVEL SURFACING GRASS PAVE — VERTICAL CURB 4 A CATCH BASIN TYPE 1 �� C CATCH BASIN TYPE 2 �STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH Ed DO DETENI QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION SEE SHEET C6.2 FOR now what's below. FRONTAGE IMPROVEMENITS Call before you dig. Dial 811 4G G—G G G G R-419258 Is 91b+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIGHT OF WAY) —W—W—W—W� W—W—W AS NOTED DATUM CITY OF RENTON Planning/Building/Public Works Dept. 8/27/21 12/20/21 3/4/22 BY DATE APPR DEVELOPMENT ENGINEERING nnsippo 04/13/2022 0 C:) C:) .j CD CD CD CD I 0 C\J 0) DO N 1�t C:) CNI ro, U) z UL! m NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 mo� RENTON, WA 98059 PAVING PLAN P�l C4.3 UL! a- �07 59 147 C\1 C:) qT 0 ILL! I-_ 0 F= T =q T 0 A om> — — — — — — — — — — 14� — — — — — — — — — m — — — — — — — — — — *0 -- ------ < 0 CNI. U-1 LU = IDO C�/ U-1 U-1 CO is- LU 4 z C% f Az// TANDARD ASPHALT L — — — — -PAVEMENT (TYP) SITE WA L PER STRUCTURAL -0 (TYP) 42r� 7790 T 1932 Flmt Ave SuIte 201 Seattle, WA 98101 P. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.II 0 MATCHLINE SEE SIIEET C4.3 MATCHLINE - SEE SHEET C4.5 20 0 10 20 40 Scale T=20' LEGEND PROPERTY LINE 0 EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) __131 — PROPOSED CONTOUR j FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT CD HEAVY ASPHALT (AC) PAVEMEN_ 0 CD GRAVEL SURFACING CD I GRASS PAVE 0 C'N SITE WALL L VERTICAL CURB 0- 4 A CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAIN PIPE ............ FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH 0) Ed DO DETENTION/WATER QUALITY GO N 1�t STORM DRAIN CLEANOUT (D DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION BERG: BEGIN PAINTED RED CURB EPRC: END PAINTED RED CURB PAINTED RED CURB TO HAVE 24" TALL now what's below. STENCILED WHITE LETTERING ON PAVEMENT ALONG FACE OF CURB "FIRE Call before you dig. LANE -NO PARKING" WHERE SHOWN Dial 811 R-419259 19 AS NOTED CITY OF RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 NO. REVISION BY DATE APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS po 04/13/2022 J) z LIU NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 mo� RENTON, WA 98059 PAVING PLAN P�l C4.4 LIU a- �07 60 147 LEGEND C\1 C) qT 0 LU Imm— NATURAL TURF FIELD PER LANDSCAPE ASPHALT PAVEMENT (TYR) 1111111111296 MATCHLINE - SEE SHEET C4.4 T 77 77T �� VERTICAL CURB (TYR) N GRAVEL 7 WALKWAY (TYR) 0� M Cq 3 1 7L F_ �T mai U_1 mm4/ 0cm m?_ mm�o �,`A �z U_1 ri) 29,4', W 4 F�o n mim� �z U I U_1 z Im lim'. 5 zj d bb ZM z mmmmmmmml`� mmmmmmmml`� . . . . . . . . . . . . /Az :lit i T, ASPHALT PAVEMENT �jj (TYR) . . . . . . AUTHORIZED VEHICLES ONLY SIGN > r — mP : : : GERD m "m" T _T_ LA �7z� Z, �zx 1 0 oom M A, Cn z m) A/ V `v MULCH SURF ING PER LANDSCA RE M 00 H� zo > AT mQ 0 rl KQ z M > gmz— z rl M wo III ez 0 0 M z b M 0 0 C L (01 0 z EHOVAH d2L 20 0 10 20 40 Scale T=20' PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR — 230 — — PROPOSED CONTOUR (INDEX) — __131 — — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION T, T, T, EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMEN_ GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB 4 A CATCH BASIN TYPE 1 �� C CATCH BASIN TYPE 2 �STORM DRAIN PIPE ............ FOOTINGA'SUBSURFACE DRAIN DISPERSION TRENCH Ed DO DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION CID 0 CD 0 CD CD I 0 01.1 rA, rfil 0) DO N 1�t ED r o6j PRO: BEGIN PAINTED RED CURB 7 1 EPRC: END PAINTED RED CURB .4 now what's below. SEE TEST PAINTED RED CURB TO HAVE 24" TALL DONSTAGE IMPROVFO'ENTS1, Am, STENCILED WHITE LE17ERING ON Call before you dig. 1`& L PAVEMENT ALONG FACE OF CURB "FIRE _G G— G—G LANE —NO PARKING" WHERE SHOWN Dial 811 916+00 qLk+0O 919+00 R-419260 "+U" �1 11 IA I I I A /A IN COMPLIANCE WITH CITY OF RENTON STANDARDS �P��L-)�—Rl F (Wr W, Y) T T—T T—T T_ DEVELOPMENT ENGINEERING —7 T rnsippo 04/13/2022: T W W-7 _N W_W__ W—W—W—W W—W—W /W IL J) Imm- z . . . . Tl� —W�w UL1 �11 /P . 1932 FIrst Ave WAS NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 SuIte 201 0 Seattle, WA 98101 m,' PERMIT SUBM17AL 8/27/21 1075 DUVALL AVE NE 0 P. 206.725.1211 PERMIT RESUBMITTAL 12/20/21 RENTON P�l Imm- f. 206,973,5344 mm, RENTON, WA 98059 0�w �, N M PERMIT RESUBMITTAL 3/4/22 Planning/Building/Public Works Dept. PAVING PLAN C4.5 NA F N� 1� Ir engineering pl1cwww.IpdengIneerIng.on NO. REVISION BY DATE APPR W c\l c:) qct cl ILL! I-_ I EX ASPHALT �EX PAVEMENT SUB -BASE A 0 . A 64W MUST BE COMPACTED TO 0 95% MAX. DENSITY HMA CLASS 1/2- ASPHALT CONCREFE SUBGRADE PAVEMENT COMPACTED ER 4" CRUSHED SURFACING WE COURSE GEOTECHNICAL COMPACT TO 95% MAX DENSITY RECOMMENDATIONS 12" GRAVEL BORROW COMPACT TO 95% MAX DENSITY OR EX SUBGRADE MOISTURE CONDITIONED COMPACTED TO 95% MAX DENSITY STANDARD FINISHED GRADE-, SAW -CUT, TACK COAT AND [._� MATCH EX ASPHALT GRADE ASPHALT EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED 95% MAX 4- HMA CLASS 1/2- ASPHALT SUBGRADE COMPACTED To CONCRETE PAVEMENT 0 FIRM AND UNYIELDING -6" CRUSHED SURFACING BASE COURSE CONDITION COMPACT TO 95% MAX DENSITY 12" GRAVEL BORROW COMPACT TO 95% MAX DENSITY OR EX SUBGRADE MOISTURE CONDITIONED COMPACTED TO 95% MAX DENSITY HEAVY DUTY NOTES: 1� IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVI STANDARD AND HEAVY DUTY ASPHALT PAVE NIX 1 2 LAYERS 4" WHITE STRIPE FINISHED DEBAR 0 24" O�C� EACH 6" CEMENT CONCRETE 6' CRUSHED SURFACING BASE COURSE COMPACT TO 95% MAX DENSITY THROUGH A.. THROUGH JOINT� SEE NOTE 5 12 1 MAX SLOPE 1'-0" 3��O" MIN WIDTH FLUSH GONG VERTICAL CURB 6" PAVEMENT Z ADA STALL AND BLOCKOUT STRIPIN 5 1932 FImt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 1 m M 1. 2116.973,5344 engineering pIIcwww.IpdengIneerIng.om NTS HEAVY DUTY CONCRETE 2 B 4� C 4� F9 4� C 12 1 AX SLOPE DTH PER PLAN 3'-0- MIN WIDTH N SECTION A -A )ER PLAN -CO VERTICAL CURB C WALK \ SECTION B-B 6' WIDTH PER PIAN CONC VERTICAL CURB CONC VERTICAL CURB GONG WALK 1 57 PAV: EME> _t 4 61P SECTION C-C NO. REVISION CW A --t 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 2. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 3. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 4. ANCHOR SHALL HAVE 4 7/16- HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEEr ASTM A500 GRADE B. 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. 6. CORNER BOLTS TO BE TLCB516M. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREEr PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETNERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: �wlllllpl -SIGN POST SQUARE "UNAUTHORIZED VEHICLES PARKED IN BOLT , / SEE NOTE 7 2" X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT P QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR 2 GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT J� OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR Tlft I . / OR BY TELEPHONING LLOWER 4L] SIGN POST SUPPORT 15" X 2.5 O.D. 20 7 GAUGE, 24" fm LENGTH SEE NOTE 5 SIGN ASSEMBLY LOWER SIGN POS POST SUPPORT 0 0 (�SIGN DRIVE RIVET OR 0 0 HEX BOLT (TYR) 0 0 0 0 BOLT STOP FOR 0 0 SIGN POST BY I DATE I APPR L90MMIC VIEW Apj "s 3 ADA SIGN w/PoST TRUNCATED DOMES DETECTABLE WARNING. TWO OPTIONAL LOCATIONS SHOWN. INSTALL IN LOCATIONS SHOWN ON PLANS �lm F N� � 1� S� �RDI�y 'ITS 6 ARALLEL RAMP CITY OF RENTON Planning/Building/Public Works Dept. DUMMY JOINT @ 20' O.C. 3/16"xl- 1/2- PREMOLDED GONE MASTIC JOINT STRIP (SAWCUT JOINT @ CONTRACTOR'S OPTION) BROOM--,,,,� 4" MIN CONCREFE FINISH 4 MIN CRUSHED POP COURSE NOTE 1. MINIMUM CONCRETE 3000 F.B.I. (5 1/2 SACK). 2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEEI LOU. 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK TO CORRESPOND TO JOINTING PER LANDSCAPE. 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FINISH, CONCRE CONCRETE WALKWAY 4 "' 7 ASPHALT/CONCRETE TRANSITION R-419261 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSiDD004/13/2022 0 c:) c:) .j CD c:) c:) CD c\J 0) DO N 1�t c:) X U) z DID! NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 mo� RENTON, WA 98059 PAVING DETAILS P�l C4.6 DID! a- �l 62 147 C4 0) c:) qct 0 FNISHED GRADE ILL! 5-1/2" SLOPE VARIES 2' MINIMUM 1-R. 00 �O 0 , 6 �0 ASPHALT FLUSH 0 �Q)a DISTURBED PAVEMENT PAVEMEN T 6-FOOT WIDE CURB 0 00� 0 SUB -BASE MUST BE RECYCLED PLASTIC L 00 L106 COMPACTED TO 95% MAX. WHEELSTOP (GREY) DENSITY PER ASTMI D1557 SUBGRADE COMPACTED 4" CRUSHED SURFACING BASE COURSE* SLOPE VARIES TO FIRM AND PER WSDOT SECTION 9-03.9(3), PAVEMENT UNYIELDING COMPACT TO 95% MAX DENSITY PER CONDITION PLANS 12" GRAVEL BORROW PER WSDOT 2 #4 GOUT CAST -IN -PLACE ASPHALT PAVEMENT To" MIN SECTION 9-03.14(l), COMPACT TO 95% CONCREOE EMBED MAX DENSITY OR EX SUBGRADE A MOISTURE CONDITIONED COMPACTED TO 1� 114 to" 95% MAX DENSITY PER ASTM 01557 7-31/4" 4" MIN CRUSHED SURFACING #3 REBAR PRE -DRILL_z NOTES TOP COURSE 5/8- HOLE & FILL W/ EPDXY 1� IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 1 - #4 CONT, CAST -IN -PLACE 2. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH CONCRETE GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 4" MIN CRUSHED SURFACING 3. UTILIZE CRUSHED SURFACING TOP COURSE FOR WALKWAY. TOP COURSE NTS NTS WS GRAVEL WAUKWAY/DRIVEWAY CONCRETE VERTICAL CURB WHEEL STOP 3 FLUSH CONCRETE C AT'ACH SIGN WITH 2 DRIVE RIVErS SEE NOTE 6 MEFAL POST NOTES: 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. CORNER 2" X 2", 14 GAUGE 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND SEE NOTE QUICK PUNCH WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. 2'P GROUND SURFACE 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" LIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12" t 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT 8. t LOWER SIGN POST SUPPORT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL 2.5" X 2.5 O.D. HAVE 7/16'p DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 1' TAPER 22" 7 GAUGE. 24" LENGTH l'-6' VERTICAL CONCRETE C DO SEE NOTE 5 5. ANCHOR SHALL HAVE 4 7/16- HOLES ONE EACH SIDE 2- FROM TOP END. FINISH 1 SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. PAVEMENT 3 2� FINISH GRADE 2f 6. DRIVE RIVERS TO BE TL3806 3/8" DIA. )/2"R [ASPHALT 2 CUBIC FT. CONCRETE _F 7. CORNER BOLTS TO BE TLCB516M. EXISTING—\ SQUARE METAL SIDEWALK PI SAWCUT POST 24 ------- 1' MIN SIGN INSTALLATION NOTES — l'-5pp EXISTING ASPH 1. SIGN SHEETING REQUIREMENTS 3M DIAMOND GRADE DO REFLECTIVE SHEETING OR APPROVED EQUAL, STOP, YIELD, KEEP RT, TURN RESTRICTION, LARGE ARROW, CHEVRON, CURVE/TURN WARNING, FEE & ADV RED CROSSING, SCHOOL AND ADV FAG�E'C�F SCHOOL CROSSING, STOP/YIELD/SIGNAL AHEAD, OBJECT MARKERS, END OF ROAD WEAKENED PLANE JOINT EXISTING MARKER, ALL STREEr NAME SIGNS, ALL MAST ARM OR OVERHEAD MOUNTED SIGNS. VERTICAL CURB NTS ALL OTHER SIGNS SHALL HAVE 3M HIGH INTESITY PRISMATIC SHEETING, APPROVED CURB TAPER EQUAL. 2. SIGN HEIGHT - (EXCLUDING ADA SIGNS) 7' FROM B070M OF SIGN TO STREEr OR SIDEWALK, 6' FROM BOTTOM OF LOWER SIGN FOR MULTIPLE SIGNS ON ONE POST. EXCEPTIONS ONLY AS ff TIRE R-419262 SPECIFICALLY STATED ON PLANS OR APPROVED BY THE ENGINEER. SIGNS SHALL BE BY 18m LANE -NO PARKING" PER CITY ORDINANCE. CONTRACTOR SHALL SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO 3. FIRE LANE MOUNIING SHALL BE AS ORDER OR PURCHASE OF SIGNS IN COMPLIANCE WITH CITY OF RENTON STANDARDS FOLLOWS DEVELOPMENT ENGINEERING A. 60 INCHES TO TOP OF SIGN WHERE MOUNTED ON BUILDING OR NOT LOCATED ADJACENT TO PEDESTRIAN WALKWAY B, 80 INCHES TO TOP OF SIGN WHERE LOCATED IN OR ADJACENT TO msippl PEDESTRIAN WALKWAY. 4� ADA SIGN MOUNTING 5' FROM ELEVATION OF PARKING SPACE MEASURED TO B070M OF SIGN IN ACCORDANCE WITH ICC/ANSI A 117.1-2003 SECTIONS 502 5. 7 & 503 SITE SIGNAGwEs CONCRETE ROLLED CUII A111110I CITY OF NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE WE 04 MAR 2022 19 Su3jt2 F Ne Ave e 201 Seattle, WA 98101 PERMIT SUBM17AL 18/27/211 Imm mo� RENTON P�l 1 p. 206.725.1211 PERMIT RESUBMITTAL qe4/ONA RENTON, WA 98059 f. 2G6.973,5344 PERMIT RESUBMITTAL 3/4/22 1 Planning/Building/Public Works Dept. PAVING DETAILS C4.7 engineering pIIcwww.IpdengIneerIng.om L NO. REVISION BY DATE APPR 63 147 0 C) C) .j CD 0 CD CD I 0 c%lj rA, rfil 0') GO N qqT c:) cl) X61, U) F z DILI m 0 0 w CL 04 C%J CL LL r� CY) CD CD C%Nl r,r,, Sl CD OD N I�t C) re, L U) z w Q 0 w IL 04 MA LINE - SEE EET C3.2 77- 0) C4 TEE �TIEIE SDCO G— cN: 185,434.15 =S B 45 DEG IF N I N: 185,494. 00 I P� 7 —N: 185,169.49 E:1,313,041.84 INN� C%J N:185,21 182.24 �—E:1,313,008.57 E:1,313,0 8 1 -- -1 45 EG E: 1,0 1 2,",5� /6 CN4 I C) W W--045 DEG cpT, N: 185,475.77 CL W -W TREHYDrT qT N:185,4 2.93 a. - - - - - - - N:185,235.96 5 DEG ..,313,020.32 A qArYSDCB E:1,313,042.04 :1 313 O�� 541 14+,E:l 1 313P� 14 3: CHELAN I �� LU N:1 85,206.15 E:1,313,078.46 TEE 3: i� I L qAF LOTs 1:34 OOS�S3 48- W :45 DEG SS E:1,313,039.47 SS SDC13 :N. 185 422.94 .1 1 N-185,457 11 N 00-03 N: 185,191.20 N: 1135,249.06 N:185, 63.16 E 1 313 041 84 E:1,313,041.80 P� t;FII"IIIIIIIIIII- 0 20 0 10 20 40 Scale 1 =20' I M^MKIM j 'N 00-��14�31v�,a5 E:1,313,063,23; E:1,311 079.58 .1 � ,I 1 11 �N nn SSMH SDCB It PROPERTY LINE N: 185,279.39 N:185,352.10 �� I 230� , E:1,313,063.11 EX CONTOUR (INDEX) -E:1,313,052.99IIIIIEW SDCB 0 — — — — — — -T EX CONTOUR 0 N:185,165.26 K E:1,313,056.65 230 PROPOSED CONTOUR (INDEX) SDMH - - - - -I- � � f"'JI It R'm N:185,294.85 231 ,mo :1E 2z PROPOSED CONTOUR -E:1,313,081.19- 22+ > -N f mr m 0, 3II'l— I— SPOT ELEVATION 0>0�- m 0 �z CY) > m z 0 CD P IFF 78D FINISHED FLOOR ELEVATION > z AH m GO Im SM 5,423.15 m zo m m n 0 -7�N:185,29� EX BUILDING CD 1 N\ 1 �m : CID 8 E:1,313,07 N: 185,22'9 52 79.58�'� E.: 11.E3 1 3,052.83 431 1 :1E PROPOSED BUILDING I S e m CONCRErE PAVEMENT E:1,313,079.5 HEAVY DUTY CONCRETE A BPRC EPRC BEGIN PAINTED RED CURB/ N: 185,190.02 E:1,313,079.58 SDCB I SDCO OILIWATIER SEPARATOR END PAINTED RED CURB N:185,415.05 N: 185,448.27 N: 185,496.35 ASPHALT (AC) PAVEMENT �-E:1,313,068.90 E: 1,313,073.63 NN, E:1,313,061.64 HEAVY ASPHALT (AC) PAVEMENT SDCB SDMH If 14 --m-i 4 .0 GRAVEL SURFACING N: 185,193.11 1 , -� I I SDCI3 N: 185,326. --E:1,313,140.22, q GRASS PAVE E:1,313,051.15 -�X -SDMH N: 185,266.25 X185,414.13 CD SDMH Nr I I E:1,313,155.09 SITE WALL GO mE 1 313 081.18 1 T- N N: 185,226.40 1 -TANI' —T—SDCB 1� It E:1,313,081.18 SDCB GREASEINTERCEPTOR VERTICAL CURB 1\1 : 1 '5,3216(13 —t--N: 185 0 1 CD �E 13,1 ) 4 2.13 N: 185,525.21 :1,3 74 E: 1,313,140.31 E: 1,313,190.23 x CATCH BASIN TYPE 1 C I CATCH BASIN TYPE 2 90 DEG HN V, I N: 185,524.17 STORM DRAIN PIPE -E:1,313,201.16- mmm ----------- FOOTING/SUBSURFACE DRAIN 7�. SDCB �SDCIEI SSMH rN:185,402.13 DISPERSION TRENCH �21NI:185,250.14 Ir- E:1,313,160.73 /N: 185,499.65 r�o E:1,313,192.03 000 1 T I DETENTION/WATER QUALITY 00 0 STORM DRAIN CLEANOUT G G-G- G SSMH DOWNSPOUTS N: 185,423.13 SDMH N E:1,313,193.23 N SIDE SEWER PIPE 10 INIA 85,294.. 9 1 1 1 1 SS ss—ss --4-==-A--t E:1,313,16 30 11 1 14400 SEWER CLEANOUT 0 T77 SIDE SEWER CONNECTION W W — W 4, 1 SDCO SANITARY SEWER MANHOLE N:185,190.02 N: 185,449.30 :1,313,179.81 11 BOLLARD E MATCHILINE SEE THIS SHEET SDCB E:1,313,211.87 N: 185,414.13 ]'IN: 185,229.52 -�--E:1,313,217.85 — - - - - - - - - - - - FIRE HYDRANT --IJ �E:1,313,179.81 WATER FITTINGS > I q WATER SERVICE LINES L m t7 it N:185,297.'91 SDCB 1"3 1 -III -N:185,518.08 W E: 1,31i3,215 39 WATER METER 0 > - - - 7- E:1,313,216.96 0,3 N �,2�43 z m WATER SERVICE LINES I I I � A I A \ 90 DEG 11 d 7-1 0 85,263.16 \N-185,434.12 :1777!7i I 0 Im FIRE SERVICE LINE < ...... m mo E:1,313,215.39 E:1,313 238 96 FIRE SERVICE VAULT > TEE z N Im I :185,479.60 1 \ �jj NNN 1,313,283.98 FIRE SERVICE CONNECTION --4j om sA�Izo TEE 11 11 m m FIRE HYDRANT 1 �� N: 185,479.60 m N:185,433 10 INO Nj N� E:1,313,360.74 OZ> E:1,313,283.98 �r)m now what's below. S-419210 Call before you dig. S IIIIIf - Dial 811 W-419213 ------------- -- ------ R-419264 -- — — — — — — — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS DUVALL AVE WE� DEVELOPMENT ENGINEERING 0I �R, 7m Al msippo 022 G—G—G—G G G G G — G — �( - I - U) H- 908+00 909+00 910+00 911 z —1 — I i I I U-1 10 MATCHLINE - SEE THIS SHEET 19 WAS I 'O� MAR 2022 Su3jt2 F mt Ave H�W�Wiqnpwl NEW ELEMENTARY SCHOOL #16 e 2 1 1 AS NOTED I I ff� �1 I Y 1 0 S 1 01 9 i IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE 0 WA 8101 mx� P2 INKII, F- SIX 6 <) HIRMI RESUBM17AL 1 RENTON RENTON, WA %059 DIIMW �, PERMIT RESUBM17AL Planning/Building/Public Works HORIZONTAL C5.1 engineering pl1cwww.IpdengIneI NO. REVISION IIHM W, U-1 mmm Dept. NA BY DATE APPR wPvmo S I:�I= I CROSSING PLAN 65 147 04 C\1 C\I CNJ I C:) CL qCT 0 IJU ,8 zm 110 Wm 0 0 0 SDCB N*185 567.60 1 8\7 Yv � / � -�O� -E:1,31 2,882.38 I SDCB 45 DEG N: 185,487.65 N:185,497A4 E:1,312 E:1,312,895.07 SSMH No N: 185,502.38 E: 1,312,905.97 45 DING — N: 185,469.17 E:1,312,926.04 2-5 413Q,, '61� 7+00 ........... ---- SDMF1 -- T�— N: 185,575.12 SDMIA E:1,312,907.69 T, > P; N:185,5 2.46 E: 1,312 914.43 EF 4011.0- - - - MATCHUNE - SEE SHEET C31 SDCB N: 185,603 91 E:1,312,991.94 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om �*z Z= > > 0 ( om — — — — IQ 0 0 0 Irr 0 I r > 0 N —Z m CO En X m CO ill/4DEG :1E SDC13 m N: 18 5,6 5 5.31 /�N-185,692-238�\ '9 2 1102 � ��j z , 10 E'l 1 31 9 .92 E:1,312,860.82 SSIVIA 'IF �N: 185,691.5 11 1/4 HIS E:1,312,901.9 E 1 , 31' N:185,724.44 1 i/4bEG N' 185,730.38 E,*1,312,899.76 TEE N:185,576.51 E:1,312.893.39 -3�5 -45 DEG ��N: 185,764.49 �E:1,312,933.87 \F .SDCB N:185,626.30 E:1,312,911.00 SDCO N: 185,732.94 E:1,312,938.66 El SDC13 N 185,773.65 E: 1,312,945.78 DCO : 4310 :185,748.56 � ' FIREHYDRANT :1,312,961.48 'N:185,776.11 E: 1,312,959.45 TEE N:185,764.48 E:1,312,989.48 MATCHLINE - SEE SHEET 03.3 117 A 0� it AS NOTED (i CITY 0 F RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 F N� � 1� S� �RDI�y NO. REVISION BY DATE APPR wP�D 20 0 10 20 40 Scale lw=20' LEGEND PROPERTY LINE 1230� EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION FIF 78.0 FINISHED FLOOR ELEVATION T, EX BUILDING PROPOSED BUILDING CONCREHE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 DRAIN PIPE �STORIV .............. I FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH Fj 01m DEBENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES 3: FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. S-41 92! 11 Call before you dig. W-419214 Dial 811 R-419265 19 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 msippo 04/13/2022 0 C:) C:) .j CD 0 CD CD C\J rA, S1 0) DO N 1�t C:) ro, J) z LU m NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 Q 0 mo� RENTON, WA 98059 HORIZONTAL P�l C5.2 CROSSING PLAN W C%j MATCHLINE - SEE SHEET C3.2 MATCHUNE - SEE SHEET C3.4 ""77C4 COPI I 90 DEG C%J /N: 185,752.71 I E: 1,313,074.82 C:) CL TEE of N: 185,752.68 LU 7 E: 1,313,079.15 TEE 90 DEG 111X >1� N: 185,764 47 E:1,313,079.15 N: 185,737.62 N E:1,313,0/4.62 TEE N:185,902 05 N: 185,737.59 1 E:1,313,098.41 /W -4.38 E:1,313,079.15 E:1,313,098.36 90 DEG If - - - - - - N:185,732.56 E:1,313,079.15 - - - - - - - - - - - - - - - - - - --- ---------- - 90 DEG N: 185,732.55 < E:1,313,132.23 /<� SDCO III N: 5,874.27 N: 185,617.80 7:1,313,071.96 -SDCO IFF N: 185,749.33 0 R43h E:1,313,176.06 I FIRE HYDRANT k I N: 185,667. 5 .......... > TEE I I E:1,313,200.40 N: 185,554.07 m E:1,313,238.97 85,584. E:1,313,217.00 ------- ----- I/ — — — — — — - m VL SDCB 14+61 5 DEG �N*185,810.76 : 1 07 SDCO :1,313,226.29 N:185,677.36 m E:1,313,211.99 81 N:185,90( F 0 m SDCB 3.41 rl I E:1,313,205.26 T7 0 - - - - - - - - - - - - — — — — — — — — — — - — — — — — — — — — — — — ---- ------ ----------- I L --- ------------ 5+00 2+00 -- - - - - - - - 4- 431 +00 :7 W WO L - - - If- - I \ \ . I 1'�- �,- , --------- ------ --------- \�- ----------- ---------- SDCB FDIC N:185,560.72 N: 185, 677.36 TEE E:1,313,216.98 TEE FIRE HYDRANT E:1,313,249.55 N:185,667.53 N:185,764.45 /N:185,554.06 E:1,313,238.98 �E:1,313,238.99 I E:1,313,249.47 —J� - - — -- — - F-1 F G ----------- ��G--44G G G G �31411 NOL03S 01 0,01VO 0* �WN 3 -&TMPTN�� 914+00 91b+00 P- I I I —1A I I - 7�� FTC �_-N A m q, Y-4 MI 1� 14 1 1 A I LT-,/ N I t-- 0 ('PU'B�LJC"RIGH'T'�' W�A Y) '7 ilVHdSV I I I" I I" UBUC RIGHT � WAY) T -7—T—T—/ T—T --�T—T—A W-4—w— W. W=—#1—W=�LW—W—W—W /�--W—W—W—w W—W—W—w W—W—W—W/ W—W—W Tmi 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 1 m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.� 0 IT! m m 0) m IT! CA AS NOTED I(! CITY OF RENTON Planning/Building/Public Works Dept. PERMIT SUBM17AL 3/27/21� PERMIT RESUBM17AL 0� i PERMIT RESUBM17AL 3/4/ 2- � mml� F N� � 1� S� �RDI�y NO. REVISION BY — DAT2 APPR wP��DD 20 0 10 20 40 Scale 111=20' LEGEND PROPERTY LINE �230� EX CONTOUR (INDEX) 231— EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION IFF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB 0 A CATCH BASIN TYPE 1 G) C CATCH BASIN TYPE 2 �STORM DRAIN PIPE ............... FOOTINC/SUBSURFACE DRAIN DISPERSION TRENCH M-1 C�m DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SANITARY SEWER MANHOLE POLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER MEIER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. S-419212 Call before you dig. W-419215 Dial 811 R-419266 Is F IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04 0 .j CD 0 CD CD C%1j rA, S1 0) 00 N Ilt C:) A U) z U-1 m NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 0 0 RENTON, WA 98059 HORIZONTAL CROSSING PLAN U-1 jo- 04 C\1 CY) C\I CNJ I C:) CL q4t 0 LU 0 mi z- 08 T 0 C! 7 ME 0- 00 �oz 'Ay" m OP0 0�m 0m, — — — — — — — — — — M '4� — — — — — — — — — — — — — — — — — — — C4 ov/ ru 0 LU m C13 ILL! 0 ILL! 03 4OW LU z C� 17 iZ f N 185 994 97 SDMH N: 185,902.35 E 1,31'2,916.01 312,915.85- /(:N:185,990.16 E: 1, SDCB SDCB /E: 1,312,917.60 J �0 0 N:1 85,794.21 N: 185,900.35 m -E: 1,312,915.01 E:1,312,914.32- </ SDMH 998.6 -N: 185 907.16 E:1,31' 1 02 2,917.46" EAVI� SDCB N:1 86,034.47 E:1,312,932.03 —4'5 U!mm SDCB ON: 186,038.91 -E:1,312,982.71 0 m O< Too z07 2�0 > ME 1 MATCHLINE SEE SHEET C3.3 MATCHLINE SEE SHEET C3.5 �*\ �Jlcw ,Z 19 WAzl -97 1 AS NOTED CITY 0 F S eate, PERMIT SUBM17AL 8/27/21 p. 206.725.1211 PERMIT RESUBMITTAL 12/20/21 RENTON Su3jt2 F mt Ave e 201 I . WA 98101 m m M f. 2G6.973,5344 PERMIT RESUBMITTAL 3/4/22 ATV� Planning/Building/Public Works Dept. engineering pIIcwww.IpdengIneerIng.om qe4/00 L 0' *) F N� � 1� NO. REVISION BY DATE APPR S� �RDI�y (i 20 0 10 20 40 0 C:) Scale lw=20' LEGEND .j PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION CY) CD EX BUILDING 0 CD PROPOSED BUILDING CD I CONCRETE PAVEMENT 0 CNJ HEAVY DUTY CONCREFE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT (AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB DO N 1�t CATCH BASIN TYPE 1 (D CATCH BASIN TYPE 2 C- I �STORM DRAIN PIPE ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH Fa C90 DETENTION/WATER QUALITY STORM DRAIN CLEANOUT DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT 177 SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. S-419213 Call before you dig. W-419216 Dial 811 R-419267 Is F IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04 J) z UJI NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE MAR 2022 0 mo� RENTON, WA 98059 HORIZONTAL P�l 0�w �, C5.4 CROSSING PLAN 68 w 147 04 ICY) I rl� C\1 I C:) CL INT 0 LU MATCHLINE - SEE SHEET C3.4 jRRRR mm Rul Room all ul miumm, miumm, m immum immum m, immummummi 13l`075.49 20 0 10 20 40 0 N N*186,104�35 T "7/ E �-N 8" 4.71 E 73� E 1 313,02 .65 IT F Scale lv=20' 1/2 ;DMH N:185,996.81 - - - - as LEGEND j �N:186,001.62 im i� — - - — PROPERTY LINE ; 1230� I EX CONTOUR (INDEX) \E:1,313,075.50 -231- EX CONTOUR Z 230 m PROPOSED CONTOUR (INDEX) PQ > 231 R Z/ Z 0 PROPOSED CONTOUR SDMH SPOT ELEVATION is IN: 185 996.69 1 FF 78.0 FINISHED FLOOR ELEVATION CY) 0.55 E: 1,313,15 CD EX BUILDING C:) N: 186,001.47 1 CD PROPOSED BUILDING __j E: 1,313,166.49 0 CONCRETE PAVEMENT C\I 1> Zr- jo HEAVY DUTY CONCRETE BEGIN PAINTED RED CURB/ -7- BPRC/EPRC END PAINTED RED CURB PL m Yv WX ASPHALT (AC) PAVEMENT SDCB HEAVY ASPHALT (AC) PAVEMENT N:186,0 7.97 GRAVEL SURFACING E:1,313 171.40, > GRASS PAVE SITE WALL SDMH C% > 00 VERTICAL CURB IN: 185,906.75— -1 7E:1,313,1 4.73: < CATCH BASIN TYPE 1 C:) 0 Ro Z M �0 �0 0 mo CATCH BASIN TYPE 2 STORM DRAIN PIPE IF RE TIE mm >Z P� F C) -SDCB Z FOOTING/SUBSURFACE DRAIN ru 090 I �Z�Z- m n ............... W mv m �,N:185970 66 1 x �09 SDGIJ \)A DO E:1,31'3,218.177 DISPERSION TRENCH 29 P m Z P� N:186,026.38 0ii F�� —1 DO umm LU 0 E:1,313,204.94 LU DETENTION/WATER QUALITY STORM DRAIN CLEANOUT Z W Z DOWNSPOUTS A,+ + im _C_ SIDE SEWER PIPE > m SEWER CLEANOUT \�7 +! SIDE SEWER CONNECTION 1+ F . :�. e 45 DEG —N:185,976+27 I SANITARY SEWER MANHOLE -E:1,313,239.0211i_ v 46+( DOLLARD Z Zo kz FIRE HYDRANT 7SDCB 014.72 WATER FITTINGS '\N: 186 -E:1,313,272.83 -45 DEG L m WATER SERVICE LINES Z Z ,N: 185,995.15 X I - Z 0 E:1,313,257.94 0Z m WATER MErER IF Z 1��TEE 0 Z�o 0 a). WATER SERVICE LINES F > m Uim 0 >> 185995 16 m -0 A0 Z N: 0 > FIRE SERVICE LINE nj >r me m - - - - - - T Or BI- 0 ZA E:1,313,288.040 mz' �om C Fri 0 FIRE SERVICE VAULT FIRE SERVICE CONNECTION oil Ruiz LL W_ vnow what's below. Call before you dig. '�S-419214 Dial 811 �R-419268 air IN COMPLIANCE WITH CITY OF RENTON STANDARDS T- DEVEL ENT ENGINEERING I JALLO�ap2 al W W W—W W W __/__W_W_W W—W—W W—W—W—W W—W—W /W W� J) =Hi2L 0 777 Up Z 7m LJ ��I In" I I v /I lip lip —lip N_�\ Uzi CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Sulte 201 AS NOTED 0 Seattle, WA 9810 PERMIT SUBM17AL 8/27/21 RENTON 1075 DUVALL AVE NE Pl 0 p. 206.725.1211 PERMIT RESUBM17AL 12/20/21 f. 206,973,5344 1 RENTON, WA 98059 1932 Flmt Ave mmm 1 PERMIT RESUBM17AL 3/4/22 OH�_D mmi� Planning/Building/Public Works Dept. HORIZONTAL C5.5 engineering pIIcwww.IpdengIneel F N� Spo LJ NO. REVISION BY DATE APPR wP�m CROSSING PLAN 69 147 a - 04 C%J CL 0) C:) 0 + on T— -N + hi -4 1 IN Iasi C6.1 -Isz— + N A VF r U0 . S I I I ss—ss 11� A + It L 2) L + If + J G G Ss --- SS 4� t 4 tl�-- If+ 1, N! C6,2 6 6 6 6 �666 a 666666.666 q-- C663 r—�C64� 11" 77 'k w DUVALLIA�'tYE' + 40M G INT 9 b; G I I z T�T— T T� W—A—w --- w w WT-� w w IN —w—/w W w w 5�7 I I I I I I IIIIIIIIIIm Is IIIIIIIIIIm IIIIIIIIIIm Is IIIIIIIIIIm IIIIIIIIIIm Is IIIIIIIIIIm IIIIIIIIIIm Is IIIIIIIIIIm IIIIIIIIIIf MI I HWY PROPERTY AREA: 486,565 SIF (11+17 AC) g- �a!l �j AREA OF WORK: 347,292 SF (7.97 AC) EARTHWORK CUT UEXPORT): 23,588 CY (25,000 TN) FILL (IMPORT): 14,259 CY (15,015 TN) R-419269 LOCATION OF EXPORT DISPOSAL: APPROPRIATE DISPOSAL LOCATION TO IN COMPLIANCE WITH CITY OF RENTON STANDARDS BE SELECTED BY CONTRACTOR AND APPROVED BY PROJECT ENGINEER LOCATION OF FILL ORIGIN: APPROPRIATE LOCAL SUPPLIER OF FILL DEVELOPMENT ENGINEERINa MATERIAL TO BE SELECTED BY CONTRACTOR AND APPROVED BY 50 0 25 50 100 msippo 04/13/2022 PROJECT ENGINEER FINISHED FLOOR ELEVATION EXISTING STRUCTURES: ALL EXISTING STRUCTURES TO BE REMOVED Scale 1 =50 IPROPOSED STRUCTUR E: 431.0 0 mmm 19 Su3jt2 F mt Ave e2 1 S I O.WA 98101 WAS �Cl i IT SUBM17AL P2 I 1 1 1 1 1 1 AdENIIII. 1 AS NOTED (�i I Y I I I I I 18/27/211 RENTON NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 HIRMI RESUBM17AL 1 RENTON, WA 98059 PERMIT RESUBM17AL Planning/Building/Public Works Dept. F��=yl FRONTAGE OVERALL C6.0 engineering p11cwww.IpdengIneI NA wPvmo S NO. REVISION BY DATE APPR PLAN �07 W, 70 147 0 C:) C:) Z) .j r� CY) CD 0 CD CD ON] 0) GO N ,It (D CIP X r U) z w Q 0 w 0- 04 C\1 CY) C\I CNJ I C) CL q4t 0 LU ASPHAC� HM'A 4 0 )GL,�, -22 0 STA 12+57.48, 11+47' LT R TEE + + CONCRETE SIDEWALK -0� G PER 0 t + + 102 +-, P:1 A t— so W W W— W —W f F ,,r� - - - - - - - - - - - - - - - - - - ASPHALT - - - - - - - - - - - -- P� 0 CHELAN ALEJ12HE PAVEMENT 1 00 On3 48 W 329.13 LOTs—SS—SS SS ss—ss� �,Ss— —ss— > '03'48" W 329 12' CALCID 03 OnV48" W 329A3 R2) A 00, QQT1 4�� W 12q 12 R5) STA. 11 +93.97, 15.53' RSTZ� S BEGIN CUR .1 t I STA+ 12+57.57, 26.00' RT o -P�e CENTER OF DRIVEWAY 702� L6 7� SEE THIS SHEET FOR > � DRIVEWAY GRADING DETAIL A > �i � I m El CO.00 N jz-esv m 1"2t, END CURB & CUTTER 4 :L I,- -L- r F�o 14+37.38, 2.04' LT GRAVEL DRIVEWAY < _:zv ` 6 �T L. 6 m .......... .......... .......... .......... .......... .......... .......... .......... 1. ...................... ........ ........ ........ .......... :1 .......... i . . . . . 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I .............................. IF 429,96. C N) :MT. ... .............. . STA� A+08.78, 13:%� . RT ............... K SEWER ...................... .. ........................... .............. ............................ .......... ............... I .......... RIM. 431� 29 ............... ........ ............................. :::: ..... ............................. ............................ ...... .......... I .......... I 1. IE: 429 k: (12' F :E) :IN ... ...... .......... ............................. ............................ I ............... .......... .......... .......... 1. IE: 4N V.2: (12� ...................... :S) OU.11: :: :: : : : : ................. ............................. ............................. ...... ............................ . . .......... .......... 1. ........................ E:422+14 ............................ N �p ...... r go ......... Q .... ........ 0 .......... . ........ ......... .......... ..... ......... . ........ d b wuj� ow 12+00 13+00 14+00 14+60 PROFILE H: 1 20' - — — — — — — — — — — — — — — — — — — — ASPIPALT — — — — — — — — V: 1 5' N 13215 -T + 0 1 N+F PAVEMENT R '2% A VP L ��48" W 32413' P A SS ss _SS —SS — Ss—ss-TcgN�5 —ss— s -67�� LC'D cc) 0 (D 0 �u GO -0 > 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om 1 6.0' 34.1 6.0'� 1.03% " \1.29% 00%� ;z 7D 4 L 6.0' 1.41% -1.00% 0 0 - - - - - - - - - - - - - - - - - - - - - NO. REVISION �4 DRIVEWAY DETAIL A SCALE: 1 " = 10 P BYY DATE APPR — — — — — — — — — — — — — — — — — — TC 432 97 13+00 ss— 0 43.4' ��433.5 �ju�- 20 0 10 20 40 Scale lw=20' �Im H�W� � imp "'19 CITY OF RENTON Planning/Building/Public Works Dept. 0 C) C) LEGEND PROPERTY LINE EX CONTOUR (INDEX) j EX CONTOUR PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CY) CONCRETE PAVEMENT 0 CD HEAVY DUTY CONCRETE CD 3PRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB CNJ ASPHALT (AC) PAVEMENT L HEAVY ASPHALT (AC) PAVEMENT 0- GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 GO �STORM DRAIN PIPE CD 0 ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH Ea C�o DETENTION/WATER QUALffY C) 0 STORM DRAIN CLEANOUT DS. DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE SOLLARS FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. Call before you dig. Dial 811 R-419270 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 01 U) F- z T ILL! NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 98059 FRONTAGE PLAN C6.1 CHELAN AVE NE 71 W, 147 MATCHILINE — SEE SHEET BELOW 'Y- �7 orms C4 0) RAMP TYPE PARALLEL 1 A PER WSDOT ST CN PLAN F-40 16.03 'z SEE SHEET C6 5 FOR C:) RAMP GRADING DETA IL T 52.81, 54.47 LT STA. 16+1 LIU CU 8 BEGIN CU RB B5 0 0 DUVALL AVE NE ISTA 906+35.01. 0. L SS NE 10 ST \ V I I KLr`AN1 UINL -NNL SYMBOLS "p, 0 SIA. 9U9+ 01.57, 49.59' LT PER COR STD PLAN WHERE Z I CENTER OF DRIVEWAY > IMPACTED (TYP) Up > B 6 !�z 0 M7 mz� on> 0>> 4JS - - - - - STA� 90612R19. 32.78' ITT — — - - - - - -- END CURB — — — — CONCRETE SIDEWALK �CONCREPE SIDEWALK PANEL REPLACEMENT PER CDR STO PLAN PER CDR STID PLAN —G—C--G-102 102 ASPHALT 907+00 A� AVE 908+00 xo> > PER STA� 907+27,13, 3180' RT AND GUTTEF STA, 908+80,64, 31,417 LT 7TCURB COR STD PLAN 101 /—END CURB BEGIN CURB I I 11-111—uo—w W—W—W— AD �J, S.� !Q CONCREFE RAMP gWING REPLACEMENT �MATCH EX GRA ES RB� m W—W— < 30, ROW I > K x > > 0 13 2 - MATCHLINE — SEE SHEET ABOVE 1932 Flmt Ave Sub 201 Seattle, WA 98101 p. 206.725.1211 m m M I. 2G6.973,5344 engineering pIIcwww.Ipdeng1neerIng.om ASPHALT HMA CIL PC 64-22 LSTA+ 909+22.53. 32+41' LT —G END CURB �—c 909+00 ULT-7— DUVALL AVE -NE�. CONDITION OFAPPROVAL: ANALYZE FFASIBII-11-Y OF �TEIND z FIR P ISLAND OR ADDING C-CURS TO VENT �v 70� IT CITY LEF-PTURNS. COORDINATION WITE C; m STAFF REQUIRED PRIOR TO PERMIT MIT NO. 1-5 LU 6 LU LU 0) I LU z IF 0 ......... ......... ... �x I�RAI)e ALT C/� [ I I � � � � � � � � Ex 4,94, qFFIJNE FREE — I ......... ..... ... ......... ...... BOX �DFILTRATION ......... ..... ... . I ......... ...... GFOOE AT FA ......... ..... ... ... ... I ......... ...... Px . ..... ......... ......... ...... ......... ......... ...... 7. .7� — — — ......... ......... ......... ......... ........ — — — - . ......... I ......... I ......... I ......... ...... 77� I--J L L L L -------------------- ------------------ ......... ......... ......... ...... ......... I ......... I ......... I ...... qX CB TYPE 1 3-- ......... I ......... I ......... I ...... 00 U-1 ......... L ......... L ......... L ......... L ...... U-1 D) ......... I ......... I ......... I ...... LU L ......... L ......... L ......... L ...... < 0 co �C? M Dj m C6 ..... m �:::::: :N to 0 LEGEND PROPERTY LINE �2JO� EX CONTOUR (INDEX) j EX CONTOUR — 230 — PROPOSED CONTOUR (INDEX) — 231 — PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CY) CD CONCRETE PAVEMENT 0 C:) HEAVY DUTY CONCRETE CD I 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 END PAINTED RED CURB CNJ ASPHALT (AC) PAVEMENT L HEAVY ASPHALT (AC) PAVEMENT 0- GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 0) CATCH BASIN TYPE 2 DO N 1�t �STORM DRAIN PIPE CD ............... FOOTING/SUBSURFACE DRAIN C I DISPERSION TRENCH F] 00 DETENTION/WATER OUALffY 0 STORM DRAIN CLEANOUT DS- DOWNSPOUTS SIDE SEWER PIPE —SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION ) .... n � ....... n n ..... � �n n � � � � � � �n n � ::::::: n n � � � � � � I ....... now what's below. Call before you dig. 909+00 90-M 24 Dial 811 NOTES: 1. REFER TO ELECTRICAL PLANS FOR LIGHTING IMPROVEMENTS 2. REFER TO TRANSPORTATION PLANS FOR SIGNAL AND CHANNELIZATION IMPROVEMENTS REVISION BYY DATE ATER PROFILE :;F� H: 1 20' t V. 1 5' 20 0 10 20 40 Scale 1v=20' MATCHLINE SEE THIS SHEET Im AS NOTED H�W� imp CITY OF RENTON Planning/Building/Public Works Dept. R-419271 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERIN msippo 04/13/2022cel J) z LJ NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 98059 FRONTAGE PLAN DUVALL AVE NE LJ 0— 0) CN `tOOOO qT C:) IOU C-4 t_U LU 5i LU I LU z ...... ...... J Ole :1 A. RAMPTYPE I . e , . "'A. 1+52.92, 49.78, PARALLEL A PER e . % . . e e . . . . V I CENTER OF DRIVIDAT.... ICO NDIPHON OF APPROVAL: e ... . . . . SEE SHEET C6.5 I ��Rj� WSDOT ST PLAN F-4CL 16.03 L� DRIVEWAY GRADING AL ANA E IF TREE BLOCKS SITE RIORTOINSTALLATION. Ololl e JDISTANCE C3) ICONCRETE SIDEWALKIJ�l '��RAMP I PER CDR STD PLAN TYPE PARALLEL 1102 A PER WSDOT ST Oeeeeeeeeeeee� """""""""""""PLAN F-40.16,03 �Gt _lBsl STA. 911+12.96, 32.31' LT —G STA. 911+72.90, 32.49' LT G G G G BEGIN CURB END CURB ( I �Y, �31411 NOL03S 01 0.01�� N 3 d I lo 1 4 O�k� N Oeee� E It— I 914+00 T�_ Mi 1) 14 1 f 4 1 IT i v v (PUBLIC RIGHT 0F i 'A Y) '�7 NPPqAy4 i1VHI �� 1/1 11 . I I I I (PUBLIC RIGHT � WAIY))�" ex ASPHALT HMA CLA/2 —T— PG 64-22 [W—W—W—W W W_ w— w -7" w— w— w w— —W—W—W x7z— W_W� —w—W-4—W 4�w W w— w— /+w Sp / �n — T M1111111 9� as /qq qq Rq + i+ !777 % t4 . " 1;l', �.� - t"'. 0+ 1 . §0 '�O' T—TEI— T +5'+. + E�� STA. 911+63,13, 24,96' RT WATER TEE moz 00 �R� DO Uj BID I LJj z ................... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 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I ....... ......... ......... ......... ......... ......... ......... ........ ...... ..I ......... ......... ......... ......... ......... . ....... . ......... .. . ......... ...... ......... ......... ......... ......... ......... ...... . ... .. ......... ......... ......... ........ ........ .......... ......... ... ......... ......... ......... ..I ......... ......... ......... ........ ........ I .... .. ...... .. .. .. ......... ......... ......... ......... ......... ......... ......... t_U ......... ......... ......... 10 WAT ER ... :e: — _77'�— ......... ......... ......... ......... ......... 4N4':6Ie!FLI44E ........ ......... TREE BOX ...... ....... ......... I .......... ....... W LOU ...... ........ ......... . FIL ATION W ------------------- � � � — W WW 74`O=1w_:71 W _777 ff—I W 777_771r_!� Z z _j LtTu 6B: TYPE[ 1:: (0) 0 Fee I-eee Co o5 :::::A FAII 1 7"81 et Oil 0 0 0 ::::o 0 :::::::o :::::::o _ � UJ � _w ILL � 9*100 912+00 9L%M 9m+oo NOTES- 1. REFER TO ELECTRICAL PLANS FOR UGHTING IMPROVEMENTS 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIrg.om PROFILE H: 1 11 20J V: 1 5' 20 0 10 20 40 Scale lw=20' AS NOTED CITY OF PERMIT SUBM17AL 8/27/21 RENTON PERMIT RESUBM17AL 12/20/21 Oele� PERMIT RESUBM17AL 3/4/22 Planning/Building/Public Works Dept. F N� � ffi� NO. REVISION BY DATE APPR S� =RDWXy (i LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION T, T, T, T, EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB m Iff CATCH BASIN TYPE 1 Q M CATCH BASIN TYPE 2 —STORM DRAIN PIPE ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DEFENTION/WATER QUALITY STORM DRAIN CLEANOUT 0S. DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BULLARD FIRE HYDRANT WATER FITTINGS rw WATER SERVICE LINES WATER MEIER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. Call before you dig. Dial 811 R-41927 2 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/13/2022 0 C:) C:) I `tOOOO Z) .1 reel. 0) CD 0 CD CD I 0 COIJ 0) 00 C:) ro, U) I-_ z W NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 mo� RENTON, WA 98059 FRONTAGE PLAN P)WC C 6.3 DUVALL AVE NE Be. W 0) CN C:) IF �J w A PER WSDOT ST PLAN F-40.16.03 REINSTALL ---RAMP TYPE PARALLEL A PER —RIM FLUSH WSOOT ST PLAN F-40.16.03 . . . . IF 421.41 > m < UJI T �1 I LU ;,q UJI Cl) I STA. 916+63.23, 32.51' IT V" \ A I I CONCRETE SIDEWALK BEGIN CURB_�� 0 I \ UJI PER COB STD PLAN 102 —ASPHALT I � HMA CL1/2 T� z G 1 G G G—PO 64 —22 G- 1 916+00 917+00, EV0 0 H DRAI� DE E) OUT G UTILITY POLE WILL LIKELY 1�'5"IN R REQU RE ELOCATION. COORDINATE r-JWITH PSE� PROPE�OWNERANDC17Y FOR L.00 TION OF RELOCATED POLE IPRIOR TO FRONTAGE IMPROVEMENT \INSTALLATION. HALT PAVEMD m > �OHW q \11 ME N) m 0 m Ln REINSTALL EX TRENCH DRAIN� m PO n M>z E� RIM FLUSH W/ GRADE IE 419.36 (4- DI E) OUT z C rz 0z STA. 918+65.35, 32.54 LT/ 0 BEGIN CURB *0 STA. 918+10.63.-32.52 \ LT END CURB �2 42LF 4" DI @ 5.8% rh 4 �nl U I I 1A I I A /A STA, 916+83.2 ' 4 31�51 917+N.24, 32.50' IT (PU C R111 T ef Y) LQLSTA. CENTER OF DR�EWA I' D 'i END CURB X /—T I f/4 --TSEE SHEET C6.5 FOR mvr��4 T— — v_ T-1oT—T ------ �T—T�T 1� T— 1 DRIVEWAY GRADING DErAIL 1 1 1 1 /CNRR A GUTTER RE /4 / COR ST PLAN 101 T —W W-W W-W-W )N W—W _7f W—W vt W_W_W__ W-W W-W _W-WI /'_E�$TA. 17+95.63, 29.52' IT CENTER OF DRIVEWAY 1Z T RE SHEET C6.5 FOR 41IF7" =4 ===I' -1� DRIV AY GRADING DEAL— UP 3 IV NOTE EXIS1`INGROCKERY7ND STA. 916+78.67, 22.86' RT PARKING AREA IS NOT CLEARLY WATER TEE DELINEATED IN THIS LOCATION. PRIOR TO INI OF SIDEWALK, APPLICANT SHALL PROVIDE BLOW-UP PL_AN CLEARLY DEMONSTRATING THAT GRADINGWILLWORKORIFA NOTES- 1. REFER TO ELECTRICAL PLANS FOR UGHTING IMPROVEMENTS 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om PROFILE H: 1 20' V: 1 5 y NO. I REVISION > -W RAMP TYPE SINGLE� DIRECTION A PER WSDOT ST PLAN /F-40.16.03 A�r z 919+ 9.74. 35AO' LT1 BEGIN CURB �ICONNECT TO EX \CB\ IF 418.98 (4" DI W) IN G 918+85+85, 29.53' LT CENTER OF DRIVEWAY SEE SHEEr C6.5 FOB DRIVEWAY GRADING DETAIL_7�'_ E ND CL r 0 1 a STA. 919+46.16, 46.82' LT -NO CURB 11 - I I 3T TO EX CB W 17 17 (4" DI W) IN LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION IFF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB m Iff CATCH BASIN TYPE 1 Q M CATCH BASIN TYPE 2 —STORM DRAIN PIPE ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DEFENTION/WATER QUALITY STORM DRAIN CLEANOUT 0S. DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BULLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER MEIER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. Call before you dig. R-41927 3 Is Dial 811 IN CC �ENTON STANDARDS 0 C:) C:) .j r� CD CD C%1j 0) 00 N 1�t C:) CID r o6j DEVELOPMEWrENIGINEERING msippo 04/1 3/2022 20 0 10 20 40 U) F z DILI Scale 1v=20' NEW ELEMENTARY SCHOOL #16 04 MAR 2022 AS NOTED PMO/1"I CITY OF 0 mo� 8/27/21 RENTON 1075 DUVALL AVE NE 12/20/21 RENTON, WA %059 3/4/22 Planning/Building/Public Works Dept. FRONTAGE PLAN C6.4 BY DATE APPR DUVALL AVE NE 74 w 147 C4 0) C) W F- 0 1 1 1 , 1� 1 11 1 1 -P, V) I I �0 A co �D > NO CD m r 00 J 7, x KI78 7 KI73 Tc 437.77 I � 431211 X 437 75 ME R �71. 111�.z CURB RAMP DETAIL A SCALE: I " = 10' 0 S�ID WALK 4: fF� c- /A 0 Ti N) , X )e X -U FTI �13 W UJ M,06 4W04 Z > I U8.34 M,31 Mo U8 341 M 316 c) 55 438.51 43839 1.21% > > j 43844 771 77 77 15 0, 1501 — 0.80% 4 ME <I8,24 S 12.7'j 5.76% 15 0� I fzzo:--�— o, 0.33% — — — — — — — — — — — — — — — — — — — — — — — — — 30.0' 0,31% — — — — — — — — — — — VREA IS NOT CLEARLY ED IN THIS LOCATION. INTALI-ATION OF ', APPLICANT SHALL ;LOW -UP PLAIN DEMONSTRATINGTHA WILLWORKORIFA 3 OR KNEE�ALL WILL (A TC 424LV 7 4B 4 Fri F7 4 cr) z T 4 4 -j ID / TP 42400 4 + ARE ALK SIDE 4 424 4' 424W -7 � - u Lj- 4 3 v �A o> IS n, V, Tr 474 1 EL-i n, 103 60, z ME 11 -4 4,11/ ME FL 424 n NG STRIPS THIS IS NOT DRIVEWAY DETAIL D SCALE: 1 11 = 10 P 19 now what's below. Call before you dig. Dial 811 I EWAI-KSLOPE 7 ADA MPLIANT. F1 NAL LD REQUIRES OR LESS CROSS 1932 FIrst Ave Suite 201 Seattle, WA 98101 p 206.725.1211 1 m M 1. 206.973.5344 engineering pllcwww imiergIiies-incimm \�M 437 77 a K7,6]I r REMOVETACTILE WARNINGSTRIPS SINCETHIS IS NOT A STREET —G—G—G G G =nm! CROSSING. DRIVEWAY DETAIL B SCALE: 1" = 10' DRIVEWAY DETAIL E SCALE: 1 11 = 10, + 434 &1 16,5 121% 1.90% 0 165— ;114 j1j 1 :1 � DRIVEWAY DETAIL C SCALE: 1 " = 10' 161 01 4M 3 434.82 5 0 -4�,Q 4 (D CD CNJ ME R. 4Mr15 of fF� DRIVEWAY DETAIL F ;;F� SCALE: 1 10, RA19274 T IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSiDD004/13/2022 OW I MATCHILINE — SEE THIS SHEET I I I NA� 1� AS NOTED CITY OF PERMIT RESUBMITTAL 8/27/21 PERMIT RESUBMITTAL 12/20/21 RENTON PERMIT RESUBMITTAL 3/4/22 CHOMM Picnning/Building/Public Works Dept. FN� NO. REVISION BY DATE APPR VPR�: � �RDWLY (i CD 00 N 1�t C) U) I- z W m NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 04 MAR 2022 0 RENTON, WA 98059 FRONTAGE DRIVEWAY We C 6.5 AND RAMP DErAILS C\l C) qT cl w 1-- T........ ......... DEI)rl�Aflol��': F7�L. ARI1 .... I] ........ 11 ........ ......... ... ARIl . . . . . . . . . . . . . . . . . . . . . . ........ .... WA ......... ......... �KWAY: .... ......... ......... ......... .... ......... AAR .... ......... . ........ AAR ......... ......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ......... ......... ......... ......... ......... 1::::::::: ::::: .... ......... ......... ......... ......... ......... ......... ..... A� ......... I ......... I ......... ......... ......... ......... ......... ......... A� ........... 1 .......... 16 (3 ju 1 I I I Aq9 ll� ....... ........ ......... wi� ........ 1 ......... I ......... ... ..... I ......... ......... I ......... .... AqK L- ,j VERT SCALE: 1 5' HORIZ SCALE: 1 10 1932 FImt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om 445 . . . . ......... . . . . . . . . . . . ......... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . ......... ......... . . . . !ow ........ 1 ......... ATIDN: ........ PT� ........ ......... 440 . ......... J 440 .. ......... 435 ........ Ell SIDEWA ....... ...... 435 44::: I I I I .... ......... I 430 t: . ....... ........ I 1 ......... 11 ......... 11 ... ::: ... I . ...... I . ....... .... ....... .... I 4W 425 . ......... ......... ....... 425 ......... ......... 420 ....... N........ 0 AIR u ....... ........ ....... AlII; EAST .. ......... ........ 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IL ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 415 ......... ......... ......... ......... ......... .. ....... .. ....... 1 ......... ......... ......... ......... :::::: . ........ ......... ......... ......... 1:::: ..... ......... ......... ......... ......... ......... I ......... ......... ......... ......... 415 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 410 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 410 0 ........ ......... ......... ......... ......... ......... ......... ......... ......... .......... QE ..QE ....... Q E ....... Q E::::::: Q 0 A� ....... w ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... Ang SECTION C-C VERT SCALE: 1" — 5' HORIZ SCALE: I " — 10 AS NOTED PERMIT SUBM17AL 8/27/21 PERMIT RESUBM17AL 12/20/21 PERMIT RESUBM17AL 3/4/22 NO. REVISION BY DATE APPR SECTION B-13 VERT SCALE: 1 " — 5' HORIZ SCALE: 1" — 10' R-419275 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 0 C) C) Z) .j CD CD c\J 0) DO N 1�t C) ro, J) z w CITY OF RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA %059 FRONTAGE SECTIONS 04 MAR 2022 0 mo� P�l C6.6 DUVALL AVE N w a- �l 76 147 I III OF CUIR CEMENT DISCRETE BCD CLONTAL lei �D c\I 0) 12 R R 8 DEWALK PAGE -filEr-- VAR ES PREPARING FROM A THE DID A_, TRAW-115i 14 - OF 11 1 1 A " FIEDITYINGLUAROBELoW, POP OF, IS I /I "D, ZZ FOACURROU� ALL ALL m�q lawasbal MR am am MA PENN D IF 13 F4 Ek� "WEEM, c:) TOUPCF ROADWAY W PRENCLUED C I ARINIFFILLER SEE FAA IT LVI DUM, u ra, Rai fia� "I BRENNAN �"MM� MMI11"M AMY AGESEZ WITHUM lloOol L fili IN THE E�T HIM EVERKE PATCHES EAST WEST THE AFFIRENS) m�. DOE LEAGUE! AS THE PATENT GHUUE ME CONRAD To AGAIN ANY OPPOSED EATON TWORIFER 10 NET CEMENT CONCRETE irk"), TOLD cu &��nv�m '4, FEE7 BE WE EDGE BE FILE PATCH REQUIREG HY, ME NEW �NG ART My cl PEDESTRIAN CURB AT SIDEWALK NAMES ARE FINDINGS im All"PLARD 0, m� Y Ail I AP.ADVAGO. PAR L-� SUBSEQUENT PATCH EDGE %RHUN 10 FEET A FILE EGYPT BE WE SECESNO PATCH AND R, L AS ON USA M A TOTAL OF saa REAt FACE A OUTTER OR LU Ykwfi%� EXPE OF PAMMT I-s-E FACE OFADRANCENT CURB CEMENT CONCRETE GvV` voi HU BOX ADJUNCENTPOCURES AN TRAFFIC CURB AND CUTTER SEE DEPRESSED CURENGETAL TONS SHEET V I Or ROU PING m� now b FACE V ADUAGANT CURB 124 TOPOI FLUSHENTRIGUME in EI ROURNAVY PANATSIDEWALK 2 MAI �-"! r" INGE �!Ilg=i "I'lo,�ESMM WeEls - AUDINCERTITO GUREP TWI 09 BE MA Y CENTS1 EST LIME A W �MPE��a P=— PROURODEENI MI SEA APAWARK AFROPPRAIII MRSWASSE. AT Hall 112 124 1 FAR OF 12 R ROADWAY I A "IMMKIALk ALL US �IM AI Ar BILL u Pill I FIR VNI 41 ill lift, WAO=!V As ANNE 0= F L DEPRESSED CURB SECTION P— WINDFALL - fil WE IFTAUL MOVE 5 MAE AT MSI�.?,U�DRW�AYS ONLY FOR KID SAW To, 2 2- UPON OF NAMED OR SA�T AND REMOVE 6 ADJACENT TO CURB-� WARNER NO "BIG, DEPRESSED CURB BECTON AT SID��g �PS REV 310DRAI 111111TRIEURIA Sl�W��JACEWIO;V� DETAIL FAR B FIA aill So vwwJ- v�m 6.5' MIN. IMPTH BE MARING NARROWED IF, 510 1 10,�on.'s SEE $10 PLAIN 'Or I -Gil MN a," MIN Fam RUN am ur- NIN I REID R 3A FACE OF ADJACENT CURB PUEE Ir V AN mlo,�'m 7 Y OUTIFIRSURTANS ��ER BE IN f - �AVE T-- — T I B, i Irsn "FDO 2- SA�T AND :-C A IT M� �re CUM ADENEENT TO BUFFER STAR is " .1cVF`Tb OR PLARE. SEAL "OR BY - 8 MR ON AR-� BE - So MR MAN (SEE NOR 2) (E� SIDE) H, �'E�, M W tRFACK 5- CRUSHED �RFACK TOP � DCARO OWN ANi pA 1� V,, I ."� ALL A MA 120 WWOT STANDARD FSER ANSI M Somali SO n%3pmpsRCMPACM 70 MA MinD E FULL DEPTH fill. EXPANSION JOINT NOTES SAINCEPT AMEX BAD .us— UFACH SM CEMENT CONCRETE TRAFFIC CURB ur, 06 "1 GrAl"I'LIPPIWAG - 11 11 D A I CM, BANK RUN AAATL- RUSS FRENCH BACKILL (9-cl AA� BORRON MEN a RVION110,11 11 1 I 'A IN IN Pi . �T STANDARD WECIFJCA� A NXIBE MATERIAL IF APPROMED A WI�G AM �N� EASED AM SO�CH REPORT. �PAMD TO M RBOETAIL .11,11 ONE 0- AT��EM -R Cul ANDALLEYS 10 awsAx tNifinol C C�T�CTI�O� JQFW�FINISH g�AOF��k - I - T [TRIAL WEBB BE FRENCH AS REALARED BY SIZE OF P��o NPR��T (SCE �7 STME)� SPECIFICATION 2_Ow AT Xk\k PLUS AN AxImb. 2 Forother referenclud NOTES 3m I. DA R. lk.: P, c I TAINE RIB-1�IC MIKE%! � w�ER) �MMM FOR MY SHORING, �IMM IF NONE ZONE BODING MATEMI SEE ST�� NMO. INUALL MEET THE KWFt��m OF PLAIN Has GUENERANNOTES I AM 111111rd pill, 102 SIR ILI 1 WrIbulaprk,ok I BID FORK IN Z -A I l�N� FMWM�� STANDARD AMBASSADOR 7 fin I IRISH WEBB I ExIll Sri IF Full III 3a 01 1 plul all, NNI A ]CAPE PaIldvalaMe5firlifitcarrAI GHTFULER 3 F,r Depri Afirthu, DYNASO Cul GuEur Ai WaSUICIRPI I 1 1 3 Duculfifinbeb)(00PET BID PLAN 102 1 as applucal E FULLSEPRI FOR MOMS, SEE STANDARD PLAN 110.1 emaw c �R� DREIREDIAMILY SED PILL 1114.3 I L PIRILK KOXII DEP IN I MEN I CEMENT CONCRETE CURBS REFS. PLAER PUBLIC l DELPATEIMENT CEMENT CONCRETE SIDEWALK R SED ftw4xmIll PUBLIC WORKS DEPARTMENT WPICAL TRANSWRINE PAI PLOUBLE PAVEMENT OR PUBLIC WORKS DEPARTWENEE E�ff - NENIFIRIE RIM will— PAWNEW WITH 01WER fiRIGIDOVERLAY NITS LIPS NIS LITS COR STD PLAN 101 IN CEMENT CONCRETE C COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK 2 MODIFIED COR STD PLAN 104.3 CONIC DRIVEWAY ENTRANCE IN TYPE R I R COR STD PLAN I 10 IN TRANSVERSE FLEXIBLE PAVEMENT OR liblin AT d N rmGPAQKEEU. P, I — - �W&Mfi T VARIES 45u MINF "ME LINE I No SAMCUT AFTER NUCUFI11 ISAYEar m� �Q (AMR AGO GUATER III AT ACRES III ABBEIRIES FVJ W� t I AN OIL Bilk I ��u�rA� ANIPS 1. A. 11 cow N = NMI TF— DEATH OF EXISTING PAVEMENT wmc ED W mix �WMINW PER TO � ma, PERRY A + Ir P --& 0 OR SIS =1=0� r 4 UP 7 BOND I W51 �Al MA� BET 1 I� I , �Kw L 2- ED HERE I (SEEE NOW 2) EDGE OF PAVEMENT, EDGE [.F-� 4 I/I AT "M ESSEX LAOS IV r IN OF CUM A COVERS OR rIUAMUT IS MET MEL CENTER OF LANE MARKING L LIN F A 0 In A VED I 2- HIMA (ME NOW 2) BY DELETE) GLIFFACRIC TOP COURSE W-ND� BE g�� T _ A, A M ,�BREAPB Al ffi (Col (9-Ol PER WEDOUT STANDARD --- 27 I T A', "Pul SPECHICATONS, COMPACTED TO BEER AND REMOVE OR PLANE, MAL MEN MOCIFIED PROCTER MOUNTING ON EXISTING ARE-LBOODW Efill- METAL POLE OR LUMI"M ED GETS. BANK RUN GRAVEL FOR TREACH BACKIALL HE-Ol GRAVEL BORROW (9-Ol PER WESDOT STANEVM SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRIBRINT BY Ool MOTH OF FRENCH AS REQUIRED BY SEE OF B� ON GEOTECH REPORT, COMPACTED TO 95% MODIFTED PROCTUR. PROPOSED IMPROWMMT (ME W&DOET STANDARD SPECIFICATON 2-014) PLUS AN IPE ZONE BEDDING MATERNAL AND OCRAPPACTCA! AS L�RKQUIRED 5 ALLOWANCE FOR ANY SEEMED. SHOOTING. IF BY THE "DOT STANDARD SPECIFICATIONS us a 1 IN N 15WIXIM, 0-001-4 NUEDED, SHAILL MEET THE REQUIREMENTS GO FCR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT WSDOT STAINELARD SPECIFICATION 7-0&3[1)8 FOR STORM AND WATER PIPE. PER SO PLAN 220 0 L--j BOB" FILM I - FDA SAINITART SEWER, PER SM Y 1 1 Z PLAIN 405 TRENCH WIDIN FDA XINT UPPI 1RENCH. SCAND EATON 959 IT PASSING A #4 SIEW AND UESS THAN XE PASSING A J200 SIEVE UAR PA�T AS RED p� OA�T AM FEE I NOTES 1. INGEN EXISTING ��T AS PER PUMPS ED ....... W�D = OPEC ��n club - -- N E PAVEMENT IN A DIANE REQUIRING A FUEL WITE-1 REPICACEMENT IS BROKEN OR DEMOCRATS[) A AS ASIA TO A PAMPMENT CONDIPPON INDEX RATING OF 70 OR TEES THE DUSTING PAMEMENT IN THAT LANE. AND as MMR (APHER I Al MR THAT CESTAINCE SO CLASSUITED. SHALL BE FREMOVED AND FUNLACED WIN LIMA MATCHING THE DEPTH SECTOR A SECION B—B USED IN THE UlSflMG STREET OR TIRE DEPTH PER CIE( STANDARD, WHICHEVER IS GREATER. —A 2 PRINCIPALL-is MINCIFACCLUECTOR, ARTERFAL. A INDUSTRIAL ACCESS STREETS — MATERIAL AND NICENESS SEE SHESET PAR PON �Y 57MWM F � Ta- Sal BE MORE 0- 1- PC 64-22 AND MATCH EASING THICKNESS AND IN NO CASE LESS THAN 5'. RESIDENT& ACCESS STREETS — HMA CL r Me 64-22 THE THICKNESS Sil HE THAT OF THE EASING PA�ENT SECTION AND IN NO CAM UESS THAN 4. GENERAL NOTTEM 3. WEEN THE "SAAAACLIT AFTER BRACKFUL' ENCROACHES INTO AM ADJACIGHT LAINE, CURB A BETTER OR SHOULDER, THE AFFECTED LANE SHI BE PLANED AND OVERSAID WHIR FIVE Ill WID11-1. THE CURB & GUTTER SMALL. BE All "I AS LEI' SAW Noo "I MIT, VI MINORCO) 1. NOT L REMOVED AM WPLACM, OR THE SHOULDER SHIALL BE PLANED OR REMOVED AND OVERLAID MADE! LIMA I'll ccWw1 Us R-419276 All im"111 BAR 1/1-1 IF w�m 41,11M. PAST a PLAW, w, pal M From AT ALL IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4 IF FRENCH UNDERMINES EXISTING SKWAUK ANDSLOR CAME, TWIN WE SIDEWALK ANDEPOR CURB SAILL11 BE REPLACED FROM EXPAINSON ANNIT TO EXPANSION koll RIESEEM AS CANADA ORE. ME A MIAMI nu ALL MAE U� A 2 UPI TOOLED MAE. 5. IF TRIENCHING THROUGH LEASING DRIABLAY OR SIDEWALK BASE, THE DRIVEWAY OR SIDEWALK RAMP SERAU- BE REPLACED TO MEET ALI STANDARDES. TERESCAL "DIFFUSE DEVELOPMENEr ENGINEERING PUBLIC WORKS DEPARMENT 10 YETIAl WH�DIN� WATCH FOR ININEKIRLE PA�ENT OR ROOM PAWMEW MTN OVERLAY 1 m�NM msippo 04/13/2022 AD PAGE RODNEY NTS 'T' COR STD PLAN 110.1 - TYPICAL FLEXIBLE PAVEMENT OR RIGID OVERLAY 5 COR STD PLAN F007 IN TYPICAL SIDEWALK COR SEND PLAN 129 IN SIGN MOLINTINI 7 1932 FIrst ALI ASILIE 3 AGENE, AS NOTED �l� 1 H�w� Wool si CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 SURE 201 PERMIT SUBM17AL 8/27/211 POLWOOM PGAME, Seal WA 9810 mmm RENTON 1075 DUVALL AVE NE PERMIT RESUBMITTAL 1 P. 206.725.1211 RENTON, WA %059 ANSI In f. 206,973,5344 Planning/Building/Public Works Dept. FRONTAGE DETAILS C 6.7 PERMIT RESUBMITTAL 3/4/22 engineering plIcEARMApIlencIneel SENT IF Aff all MAN SCALE �RDI�y wP�D: NO. REVISION BY DATE APPR 77 147 ININ. Ell FIENNE 0 PENN .j C) C) C) CD I C CNIL! 0') DO ONE! NET C) c: I ) '4�1, J) II— z 0 INNY 2 CID NIT I will a) 0 r) Lu GENERAL _117- EXISTING ELECTRICAL TO BE REMOVED EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK MATCHLINE OR PROPERTY LINE ENLARGED PLAN BOUNDARY DETAIUPLAN IDENTIFIER E1.1 SECTION IDENTIFIER ELEVATION IDENTIFIER C= REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE A REVISION CALLOUT FLAG NOTE TAG DEMOLITION NOTE TAG EQUIPMENT TAG MECHANICAL EQUIPMENT TAG NORTH ARROW 0 LOCATION WHERE PICTURE WAS TAKEN AND DIRECTION LIGHTING A =0 DEVICE SUBSCRIPTS 12 a (LIGHT FIXTURE TYPE) ,*_.��REWITCHEEG) (CIRCUITNUMBER) alLIGHTING FIXTURES (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) 00 B-� STRIP LIGHTING FIXTURE ON C WALL -MOUNTED LIGHTING FIXTURE EMERGENCY LIGHTING FIXTURES (REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) 040 POLE -MOUNTED LIGHTING FIXTURE, QU 13� HEADS AS INDICATED ANTITY OF 000 DOUBLE HEAD, POLE -MOUNTED, LIGHTING FIXTURE AnnA LIGHTING TRACK WITH FIXTURES 4CZ� SELF-CONTAINED BATTERY -POWERED EMERGENCY LIGHTING FIXTURE It EXIT SIGN, UNIVERSAL MOUNTING (SHADED AFEEA� INDICATES DIRECTION ARROMIS) EXIT SIGN, WALL -MOUNTED (SHADED AREA INDICATES DIRECTION ARROWS) GROUNDING —G— GROUNDING CONDUCTOR GROUND ROD GROUNDING BUSBAR EQUIPMENT GROUNDING CONNECTION L GROUNDING STRAP POWER 7/7777/7771 SWITCHBOARDISWITCHGEAR Illig- PANEUBOARD, FLUSH -MOUNTED PANELBOARD, SURFACE -MOUNTED (FRONT) TRANSFORMER MOTOR CONNECTION DISCONNECT SWITCH, NON -FUSED DISCONNECT SWITCH, FUSED Eb ENCLOSED CIRCUIT BREAKER Ml VARIABLE FREQUENCY DRIVE s. MANUAL MOTOR STARTER WITH THERMAL OVERLOADS COMBINATION STARTERIDISCONNECT 19 MAGNETIC STARTER QD EQUIPMENT CONNECTION - CONFIRM CONNECTION WITH EQUIPMENT MANUFACTURER OF, FIREISMOKE DAMPER PUSHBUTTON CONTROLLER El (SINGLE OR MULTIPLE BUTTONS) 4 EMERGENCY POWER OFF PUSHBUTTON RECEPTACLES PlA12 ,,R,\,,DEVICE SUBSCRIPTS (CIRCUITNUMBER) U4GRAEM GB.GF.IG,SB TRUSEI WE OR OTHER SUBSCRIPT) UNONFSTANDARD MOUNTING HEIGHT OR AC) -0 SPECIAL RECEPTACLE 0- DUPLEX RECEPTACLE 0= FOURPLEX RECEPTACLE SPLIT WIRED DUPLEX RECEPTACLE e- SIMPLEX RECEPTACLE sw.P& CORD DROP CORD RECEPTACLE le� RETRACTABLE CORD REEL RECEPTACLE RESCUE ASSISTANCE SYSTEM RESCUE ASSISTANCE BASE STATION, WALL -MOUNTED RESCUE ASSISTANCE POWER SUPPLY, WALL -MOUNTED RESCUE ASSISTANCE CALL STATION, WALL -MOUNTED EMERGENCY RESPONDERS RADIO SYSTEM MI EMERGENCY RESPONDERS RADIO CABINET Ml EMERGENCY RESPONDERS ANNUNCIATOR PANEL SECURITY VIDEO SYSTEM M� VIDEO SECURITY CAMERA MOUNTING TYPES Y� (P=PENDAINTMOUNITED) IRW= ROOF PARAPET MOUNTED) = WALL MOUNTED W1 BRACKET) VIDEO SECURITY CAMERA ID 0 ---(WHERE APPLICABLE REPRESENESTHECAMERA#ORTYPE) 0� CAMERA, CEILING MOUNTED -0— CAMERA, WALL MOUNTED AMERA, WALL MOUNTED Wl BRACKET BE 01 = 180'VIEWCAMERA) 3 X 360 = 360' VIEW CAMERA) 3600 CAMERA, CEILING MOUNTED + SECURITY MONITOR, WALL MOUNTED NO I REVISION RACEWAYS AND BOXES 0 JUNCTION BOX 0 FURNITURE WALL FEED OUTLET BOX F El PULL BOX XX (WHERE INDICATED, SUBSCRIPT INDICATES PULL BOX TYPE) HANDHOLE El (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) XX VAULT 10 (WHERE INDICATED, SUBSCRIPT INDICATES VAULT TYPE) XX FLOORBOX (WHERE INDICATED, SUBSCRIPT INDICATES FLOOR CMA BOX TYPE) 0 POKE-THRU (WHERE INDICATED, SUBSCRIPT INDICATES A POKE THIRD TYPE) M POWER POLE, FLOOR TO CEILING SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING — (EXPOSED IN UNFINISHED AREAS) — RACEWAY RUN BELOW FLOOR OR BELOW GRADE FLEXIBLE RACEWAY RACEWAY (CIRCLE DENOTES VERTICAL TRANSITION) RACEWAY CONTINUATION RACEWAY STUB WITH BUSHING H RACEWAY SLEEVE WITH BUSHING ::I FIRE STOPPING SLEEVE CABLE TRAY, 12"W x 4"H OVERHEAD, UNLI=b6 OTHERWISE NOTED CABLE TRAY, OVERHEAD LADDER TYPE HOMERUN TO PANEL low�� (INDICATES PANEL DESIGNATION AMID CIRCUIT NUMBER) HA-3 t7N�'41' �(GAUGE OF WIRE OTHERTHAN AWG4112) NUMBER OF CONDUCTORS (GROUND CONDUCTOR) NN (PHASE CONDUCTORS) (NEUTRAL CONDUCTOR) ACCESS CONTROL SYSTEM ACCESS CONTROL PANEL CREDENTIAU CARD READER (CR = CARD READER, WALL MOUNTED) CR (CWP = CARD READER WIPIN, WALL MOUNTED) (CRJM - CARD R�ER, MULLION MOUNTED) 01 DOOR POSITION SWITCH 0 DOOR ENTRY STATION, WALL MOUNTED 99 DOOR MASTER STATION, DESK TOP SECURITY BUTTONS/SWITCH, WALL MOUNTED I(AO - AUTO OPERATOR) (DR - DOOR RELE�E) XX (ED - LOCKDOWN) (KS = KEYED SWITCH (PEI = PANICI DURESS) SECURITY BUTTONS, UNDER DESK MOUNTED (DR = DOOR RELEASE) (ED = LOCKDOWN) (PB = PANIC/ DURESS) REQUEST TO EXIT DETECTOR, WALL MOUNTED REQUEST TO EXIT DETECTOR, CEILING MOUNTED REQUEST TO EXIT, INTEGRAL MICRO SWITCH REQUEST TO EXIT BUTTON, WALL MOUNTED HORN, WALL MOUNTED 01� STROBE, WALL MOUNTED STROBEJHORN, CEILING MOUNTED DOOR HARDWARE POWER SUPPLY (DIV 08) CHI x R( = QUANTITY OF FOODS) ELECTRIFIED HARDWARE (EL = ELECTRIFIED LOCKSETIEXT DEVICE) (U3=EUECTRIFIEDSTNUKEr (MIT = ELECTRIFIED MAGNETIC (MH - ELECTRIFIED MAGNETIC HOLD OPEN) FIRE ALARM SYSTEM DRAWING INDEX CEO.01 ELECTRICAL LEGEND AND DRAWING INDEX WE lj�\ DEVICE SUBSCRIPTS (TYPICAL ALL SYSTEMS) CEO.02 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES I �(WP, WG OR OTHER SUBSCRIPT) N�':(NON STANDARDMOUNTING HEIGHT) CEO.04 LIGHT FIXTURE SCHEDULE CED1.00A ELECTRICAL DEMOLITION SITE PLAN rF-A—GPl FIRE ALARM CONTROL PANEL CED1.00B ELECTRICAL DEMOLITION SITE PLAN FIRE ALARM ANNUNCIATOR PANEL CE1.00A ELECTRICAL SITE PLAN CE1.0013 ELECTRICAL SITE PLAN NOTIFICATION APPLIANCE CIRCUIT CE1.00LA SITE PHOTOMETRIC PLANS HORN/STROBE COMBINATION, WALL -MOUNTED CE1.00LB SITE PHOTOMETRIC PLANS CE1.01A TELECOM SITE PLAN (Dj HORN/STROBE COMBINATION, CEILING -MOUNTED CE1.0113 TELECOM SITE PLAN TELECOMMUNICATIONS SYSTEM CE1.02 ELECTRICAL STREET FRONTAGE PLAN ELECTRICAL STREET FRONTAGE PHOTOMETRIC PLAN TELECOMMUNICATIONS DEVICE I(X - REPRESENTS THE # OF TELECOMMUNICATIONS MODULES) TELECOMMUNICATIONS WALL PHONE WD AT THE ME) �.W: B_AMK COVER PLATE) IF - MOI FURNITURE DEVICE) y, (A4 = ABOVE COUNTER DEVICE) Is - SURFACE MOUNT) BNAP = WALL MOUNTED WIRELESS ACCESS FORT DATA DEVICE) ABOVE CEILING TELECOMMUNICATIONS DEVICE WAP (X - REPRESENTS THE 9 OF TEUSCOMMUNICATIONS MODULES) BNAP =WIRELESS ACCESS DEVICE) (SV=SECURITYVIDEOCAMERA) FIRE RESISTANT 3/4" PLYWOOD BACKBOARD TWO -POST EQUIPMENT RACK 3.65"DOUBLE-SIDED VERTICAL MANAGEMENT 6w DOUBLE -SIDED VERTICAL MANAGEMENT 12" DOUBLE -SIDED VERTICAL MANAGEMENT C3[:] FLOOR MOUNTED SERVER ENCLOSURE In 7 WALL MOUNTED ENCLOSURE 110 BLOCK WITH LEGS 66BLOCK INTRUSION DETECTION SYSTEM Ml INTRUSION DETECTION PANEL -El K KEYPAD, WALL MOUNTED PIRIMOTION DETECTOR, WALL MOUNTED 3600 PIR/ MOTION DETECTOR, CEILING MOUNTED + PHOTO -BEAM DETECTOR, WALL MOUNTED DOOR POSITION SWITCH TEMPERATURE PROBE GLASS BREAK DETECTOR, CEILING MOUNTED AUDIO SENSOR, WALL MOUNTED NONE HOREEfiI N� IM11W1 I CITY OF DESIGNED KEE RENTON DOANE! KEN Planning/Bullcllng/PublFc Works Dept CNECKED TSV AT �M IF NET ONE INCIA BY DATE APPR SOPE XCOMYNELY FIT . CE2.01 ELECTRICAL DETAILS CE2.02 ELECTRICAL DETAILS CE2.03 ELECTRICAL DETAILS NOTE TRANSPO�ATION,S[GNAGE,ELECTR[CAL AND LIGHTING PLAINS ARE NOT INCLUDED IN THE LIMITED APPROVAL. SHEETS R� 19277 TFIROUGH R-4192102 ARE REQUIRED TO BE RESUBMI77ED AND APPROVED THROUGH THE DESIGN CHANGE PROCESS BEFORE CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE. ITY OF 0 DEVELOPMENT ENGINEEI CORRECTIONS m RESUBM 04/13/2022 msippo T-419201 R419277 NOT ALL SYMBOLS MAY APPEAR ON THE IN COMPLIANCE WITH CITY OF RENTON STANDARDS IN%_ C.0 0 c:) 04 < cy) CD 0 LEE) CD I 0 C') 00 N It c:) ED I C/) I-_ z uj U 0 NEW ELEMENTARY NO. 16 T7 MAR 2022 CHELAN AVE NE �EUMEEK RENTON, WA 98059 phGE 0004NONO CEO..01 ELECTRICAL LEGEND AND DRAWING INDEX Lu MEET, Of 78 147 [L cq GENERAL NOTES ABBREVIATIONS ii 0 w 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE NATIONAL AND STATE CODES AS AMENDED LOCALLY AND ENFORCED BY THE AHJ. 2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR INSTALLATION OF WORK. ARRANGE AND SCHEDULE REQUIRED INSPECTIONS. 3. COORDINATE WITH UTILITY COMPANIES FURNISHING SERVICES TO PROJECT. INSTALLATION OF UTILITY SERVICES SHALL BE IN ACCORDANCE WITH UTILITY REQUIREMENTS. VERIFY APPLICABLE INSTALLATION STANDARDS AND REQUIREMENTS. PROVIDE AND SUBMIT ELECTRICAL DRAWINGS TO UTILITY FOR APPROVAL PRIOR TO ROUGH -IN AND PRIOR TO ORDERING EQUIPMENT. 4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE DEVICE LOCATIONS AND ELEVATIONS WITH APPROPRIATE DOCUMENTS INCLUDING CASEWORK SHOP DRAWINGS AND ARCHITECTS INTERIOR ELEVATIONS PRIOR TO ROUGH -IN. 5. COORDINATE ELECTRICAL WORK WITH THAT OF OTHER TRADES. REFER TO MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 6. COORDINATE LOCATION OF LIGHT FIXTURES AND CEILING -MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS. 7. PROVIDE RATED ENCLOSURES AROUND ALL LIGHT FIXTURES PENETRATING RATED CEILINGS. COORDINATE WITH ARCHITECTURAL. 8. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSIONISEISMIC JOINTS. PROVIDE RACEWAY EXPANSION/SEISMIC JOINTS FOR RACEWAYS CROSSING BUILDING EXPANSION/SEISMIC JOINTS. 9. DEMOLISH EXISTING SYSTEMS AS INDICATED ON PLANS OR AS REQUIRED FOR INSTALLATION OF NEW WORK. MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN EXISTING CONDITION WHEN DIRECTED BY OWNER. 10. COMPLETION OF WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SCHEDULE. SCHEDULE INSTALLATION WITH OTHER TRADES TO ENSURE PROJECT MILESTONES ARE MET. 11. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE COMPONENTS REQUIRED FOR COMPLETE AND OPERATIONAL SYSTEMS INCLUDING RACEWAYS, CONDUCTORS, BOXES, SUPPORTS AND SIMILAR ITEMS. 12. BRANCH CIRCUIT HOMERUNS ARE SHOWN TO INDICATE CIRCUIT PROPERTIES AND CONFIGURATION. SINGLE -CIRCUIT HOMERUNS SERVED FROM THE SAME PAINEUBOARD MAY BE COMBINED IN ACCORDANCE WITH THE DIVISION 26 SPECIFICATIONS, UNLESS INDICATED OTHERWISE. EXTEND AND CONNECT BRANCH CIRCUIT RACEWAY AND WIRING FROM HOMERUN TO DEVICES AND EQUIPMENTWITH CIRCUIT NUMBERS INDICATED. CONDUCTOR QUANTITIES AND SIZES ARE INDICATED AT HOMERUNS ONLY. SHOW ACTUAL RACEWAY ROUTING AND CIRCUITING ON RECORD DRAWINGS. MINIMUM CONDUCTOR SIZE #12 AWG. 13. LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWS SHALL BE THROUGH -WIRED VIA FIXTURE INTERNAL WIREWAYS. CIRCUITS AS INDICATED ON DRAWINGS. FIXTURES NOT LISTED FOR THROUGH WIRING SHALL BE WIRED VIA SEPARATE RACEWAY AND WIRING SYSTEM EXTERNAL TO THE FIXTURES. PROVIDE RACEWAYS, WIRING AND CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM. 14. LOCATIONS OF RACEWAY, PATHWAY AND SIMILAR ITEMS ARE SHOWN SCHEMATICALLY. COORDINATE INSTALLATION, INCLUDING BUT NOT LIMITED TO CABLING, TELECOMMUNICATION PATHWAYS AND SPACES, AND EXACT LOCATION OF HORIZONTAL AND BACKBONE CABLING WITH LOCATIONS OF FIXED CASEWORK AND BUILDING CONDITIONS AFFECTING THE WORK OF THIS CONTRACT. 15. COORDINATE TELECOMMUNICATIONS WORK WITH THAT OF OTHER TRADES. REFER TO ELECTRICAL, MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 16. NEW CABLING INSTALLATIONS SHALL BE CONCEALED IN WALL, CEILINGS, AND BELOW RAISED FLOOR SPACES UNLESS OTHERWISE NOTED ON THE DRAWINGS. CABLING IN ACCESSIBLE CEILING SPACES SHALL BE INSTALLED AS OPEN CABLING NEAR STRUCTURES AND WALLS OR AS SPECIFICALLY NOTED ON DRAWINGS. SEE SPECIFICATIONS FOR SUPPORT REQUIREMENTS. 17. PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT AND RACEWAY SYSTEMS AT PENETRATIONS, SLEEVES AND SLOTS OF FIRE RATED CONSTRUCTION FOR HORIZONTAL AND INTRABUILDING PATHWAYS AND SPACES. 18, INTRABUILDING OPTICAL FIBER CABLING SHALL BE CLEARLY AND VISIBLY IDENTIFIED IN PULLBOXES, ENTRANCE POINTS, EACH RISER ROOM, AND F-0- BEFORE ENTERING A FREE STANDING RACK UTILIZING AN OPTICAL FIBER CABLE MARKER TAG SYSTEM. 19, CATEGORY 616A CABLING: MAINTAIN A MINIMUM SPACING OF 12* FROM ELECTRICAL FEEDERS AND BRANCH CIRCUIT WIRING AND 12" FROM AUXILIARY SYSTEM CABLING. 20. MINIMUM SPACING FROM ELECTRICAL APPARATUS SUCH AS MOTOR DRIVEN EQUIPMENT AND TRANSFORMERS SHALL BE V-0". SPACING REQUIREMENTS SHALL APPLY TO OPEN CABLING PATHWAYS WHERE EQUIPMENT IS LOCATED ON THE SAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR IN ROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGH WALLS AND FLOORS DID NOT EXIST. EXCEPTION. BUILDING CONSTRUCTION THAT RESULTS IN CONTINUOUS METALLIC BARRIER BETWEEN ELECTRICAL APPARATUS AND CABLE PATHWAYS SHALL BE CONSIDERED AS SUITABLE SEPARATION. 21. PRIOR TO STARTING TELECOMMUNICATIONS INSTALLATION, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT AND ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 22. DO NOT BEGIN TELECOMMUNICATIONS INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. 23. ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNED CROSS -CONNECT PER THE IDENTIFICATION LABEL AT EACH TELECOMMUNICATIONS WORKSTATION DEVICE. TERMINATE ALL CABLES ON 48-PORT PATCH PANELS ON RACKS UNLESS OTHERWISE NOTED. 24. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, OUTLET BOXES, JUNCTION BOXES, RACEWAY SYSTEMS, ETC. FOR A COMPLETE AND OPERATIONAL PATHWAY SYSTEM FOR ALL TELECOMMUNICATIONS SYSTEMS PER THE SCOPE OF WORK INDICATED ON THE CONSTRUCTION DRAWINGS AND BID SPECIFICATIONS. 25. CABLE TRAY PATHWAYS ABOVE ACCESSIBLE CEILINGS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CABLE TRAY PATHWAYS BELOW RAISED FLOOR SPACES SHALL BE PROVIDED BY THE TELECOMMUNICATIONS CONTRACTOR. NO, I REVISION A AMPERE AIR CONDITIONING; ALTERNATING CURRENT; AC ABOVE COUNTER AF AMP FUSE: AMP FRAME AEC AVAILABLE FAULT CURRENT ARE ABOVE FINISHED FLOOR AG ABOVE GRADE AHJ AUTHORITIES HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CURRENT AL ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AS AMP SWITCH AT AMP TRIP ATM ASYNCHRONOUS TRANSFER MODE ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE SAS BUILDING AUTOMATION SYSTEM BATT BATTERIES BIL BASIC IMPULSE INSULATION LEVEL SKIED BACKBOARD BKR BREAKER BLDG BUILDING c CONDUIT; DEGREES CELSIUS CAB CABINET CAT CATEGORY CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CcTV CLOSED CIRCUIT TELEVISION OILS CEILING CM CEILING -MOUNTED CO CONDUIT ONLY cow COMPUTER ON WHEELS OR CONTROLLED RECEPTACLE OFF CURRENT TRANSFORMER CU COPPER D DEDICATED DDC DIRECT DIGITAL CONTROL DEMARC DEMARCATION POINT DISC DISCONNECT DIST DISTRIBUTION DSL DIGITAL SUBSCRIBER LINE DING DRAWING (E) EXISTING EA EACH EF EXHAUSTFAN EIA ELECTRONIC INDUSTRIES ASSOCIATION ELEV ELEVATION EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EPM ELECTRONIC POWER METER EPO EMERGENCY POWER OFF EQUIP EQUIPMENT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER F FUSE; DEGREES FAHRENHEIT FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACE FIRE ALARM CONTROL PANEL RED FURNISHED BY OWNER FC FOOT-CANDLE FURNISHED BY OWNER INSTALLED BY FOIC CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER RED FIRE SMOKE DAMPER G GROUND GB GROUND FAULT CIRCUIT BREAKER SIR GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION GND GROUND ORB GALVANIZED RIGID STEEL SMFC SURFACE -MOUNTED OPTICAL FIBER CABINET ISO INTERNATIONAL BUILDING CODE SMR SURFACE METAL RACEWAY IC INTERMEDIATE CROSS CONNECT BONET SYNCHRONOUS OPTICAL NETWORK OF INTERMEDIATE DISTRIBUTION FRAME SP SERVICE PROVIDER IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC BED SURGE PROTECTIVE DEVICE ENGINEERS SPEC SPECIFICATIONS IG ISOLATED GROUND BEST SINGLE POLE SINGLE THROW lmc INTERMEDIATE METALLIC CONDUIT ST SHUNT TRIP ISDN INTEGRATED SERVICES DIGITAL NETWORK STE SHIELDED TWISTED PAIR SVGA SUPER VIDEO GRAPHICS ARRAY i JUNCTION Sw SWITCH SWBD SWITCHBOARD K KIRK KEY KCMIL THOUSAND CIRCULAR MILS TBB TELECOMMUNICATIONS BONDING BACKBONE kVA KILOVOLT AMPERE TEL TELEPHONE KVAR KILOVOLT AMPERE REACTIVE TELCO TELEPHONE COMPANY kW KILOWATT TGB TELECOMMUNICATIONS GROUNDING BUSBAR TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION LAN LOCAL AREA NETWORK TELECOMMUNICATIONS MAIN GROUNDING LCP LIGHTING CONTROL PANEL TMGB BUSBAR LEC LOCAL EXCHANGE CARRIER TP TAMPERPROOF LT LIGHT TR TELECOMMUNICATIONS ROOM LTG LIGHTING TTB TELEPHONE TERMINAL BOARD TV TELEVISION M METER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION MAN METROPOLITAN AREA NETWORK TYP TYPICAL M METER MAN METROPOLITAN AREA NETWORK UG UNDERGROUND MAX MAXIMUM UL UNDERWRITERS LABORATORIES Mc MAIN CROSS CONNECT; METAL CLAD (CABLE) JOIN UNLESS OTHERWISE NOTED MOB MAIN CIRCUIT BREAKER UPS UNINTERRUPTIBLE POWER SUPPLY MCC MOTOR CONTROL CENTER USB UNIVERSAL SERIAL BUS MDF MAIN DISTRIBUTION FRAME UTP UNSHIELDED TWISTED PAIR MDP MAIN DISTRIBUTION PANEL LIV UNITVENTILATOR MFR MANUFACTURER MH MANHOLE V VOLTS MIN MINIMUM VA VOLTAMPERES MILO MAIN LUGS ONLY VFD VARIABLE FREQUENCY DRIVE MIA MULTIMODE MPOE MAIN POINT OF ENTRY W WATT; WIRE MPOP MAIN POINT OF PRESENCE W/ WITH MTD MOUNTED W/o WITHOUT MTS MANUAL TRANSFER SWITCH WA WORKSTATION AREA WAN WIDE AREA NETWORK (N) NEW WG WIRE GUARD N NEUTRAL WH WATT HOUR METER NAC NOTIFICATION APPLIANCE CIRCUIT WE WEATHERPROOF NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS XMFR TRANSFORMER ASSOCIATION NIF NON -FUSED Y WYE NIC NOT IN CONTRACT NIL NIGHT LIGHT Z IMPEDANCE OFC OPTICAL FIBER CABLE OHL OVERHEAD LINE OIL OVERLOAD OS OCCUPANCYSENSOR OSP OUTSIDE PLANT p POLE PBX PRIVATE BRANCH EXCHANGE RE POWER FACTOR PH PHASE FIR PASSIVE INFRARED PIV POST INDICATING VALVE PNL PANEL RE PATCH PANEL PT POTENTIAL TRANSFORMER Pvc POLYVINYL CHLORIDE RC ROOM CONTROLLER ROE REFLECTED CEILING PLAN REC RECEPTACLE REF REFER TO REV REVISION RM ROOM RTRC REINFORCED THERMORESETTING RESIN CONDUIT RU RACK UNIT HC HORIZONTAL CROSS CONNECT HID HIGH INTENSITY DISCHARGE SB STANDBY HE HORSEPOWER BHT SHEET HTR HEATER SLC SIGNALING LINE CIRCUIT Hz HERTZ SIM SINGLEMODE NONE VEW� IIW CITY OF DESI�D KSR RENTON DWN. KSR P anning/Building/Public Works Dept. CHRXIM, TSV IF NCYF � 1� BY DATE APPR �F�D S� �01�y 31 T-419202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS .j 0q) 00 N ,It CD c\I A C/) z LLJ Q 0 NEW ELEMENTARY NO. 16 I WE, AR 2022 CHELAN AVE NE RENTON, WA 98059 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES (r w I 11w 79 1471 (L cq r Aw -9 so CD OD N I�t C) X CO z LU 0 w IL cq r Aw C*4 D .i -9 so CD OD N I�t C) X CO z LU 0 w IL cq r Aw C*4 D .i -9 so CD OD N I�t C) X CO z LU 0 w IL C%j c%j 0) (E) UTILITY POLE 0 F!7 0 of Lij (E) UTILITY THREE-PHASE OVERHEAD DISTRIBUTION Z) CHELAN "E NE N EW TH REE�%,, SE \-�E I W/ UPTILL12MOUNT N REI AD TIL OVERHEE. Y E� �P A�SE DE TH OVERTHHEE. A IL DISTRIBUTION BY PSEf XFMRTOREMAIN DISTRIBUTED --(E) SERVICE _(E) SERVICE ,(E) UTILITY (SE) CAW AND THREE-PHASE ERVICE AER OVERHEAD To REMAIN DISTRIBUTION (E) STREET LUMINAIRE (TYP OF 2) (E) TELEPHONE — PEDESIFNL� E) STREET LIGHTING HANDHOLE (TYR) �E) UTILITY POLE W/ (E) r OLE-MOUNT XFMR 0 LSIGMUZA E) ION PEDESTAL —(E) UTILITY THREE-PHASE OVERHEAD DISTRIBUTION Istyl-I JT_l I *) If (E) WEATHERHEA (E) SERVICE77 SERVICE - CAW (E) OVERHEAD SERVICE LATERAL POWER SERVICE CAT (E) OVERHEAD SERVICE LATE POWER (E) UTILITY POLE [(E) UTILITY POWER METER (E) SERVICE 1 2 �_ A(E)OVERHEAD SERVICE LATERAL POWER & TV (E) STREET UMINAIRE (TYR OF 2) E) UTILITY ZZY 0`�� 477U71U 7RAIRY M7 L XBY� IFURWICLIIIE Y� L YCO T _131-7 INSTALLED BY CONT TOR - ?"I r�z *1 i If 1 2:CC - POWER �2 POWER E U '110 ki —(1) vC (1) 1"C PR A 69 1, J11 L JIM %7"A I -sing U UTILIW JUNCTION VAUI TILT U URNISHED BY UTILITY ST� :jN.STM_LED BY CONTRA rF—AC—PI VC - FUTURE EV �RGING STATIONS "C - READERBOARD NEW RENTON LEMENTARY HOOL#16 V3 1\(2)1'C LIGHTING -0 PIV E5 /�VCT GENE _131 8 (Z(:Z 0 FACP E - "K y0mm al 6 0 0 z z FG "110 142 1 .10 2 T ty CONTROLLER ON f �SEREETES 42 NT E2 1-12 + + l> IRRIGATION &BOOSTER PUMP VAULTSCHEDULE UILIVALL AVE=. NE VAULT TYPE MANUFACTURER VAULTMODEL COVERMODEL COVER RATING COVER LABEL VAULT DIMENSIONS (L X W X D) NOTES vi V2 OLDCASTLE 444-EL 44-332P MEDIUM DUTY H-20 OFF STREET 4�-()" X 4'-On X 4'-Gw V3 OLDCASTLE B1324 BOX N1324-51JH HEAVY DUTY: H-20 ROADWAY ELECTRIC 29-112" X 18-3/4" X 12" V4 OLDCASTLE 233-BL 23-2436P MEDIUM DUTY: H-20 OFF STREET ELECTRIC 3�80 X 2'-EP X 3-6" V5 OLDCASTLE TYPE-1 MEDIUM DUTY: H-20 OFF STREET LT 22"Xl7"XlZ` 1 NOTES 1. 2. 3. COORDINATE WITH CITY OF RENTON REQUIREMENTS STANDARDS 119,120. I A A z I I �111� wn 'm i lmlwl� I" H OL lqa�jlwl KSR DATUM HEC;� DT; ATMIL IF NCYF � 1� Vp�� vP�D 50'IS Msi"Xy REVISION 4 a NO, By DATE APPR al 4 SHEET NOTES: 1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32, LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF SITE WORK. 3. COORDINATE ELECTRICAL UTILITY SERVICE AND OFF -SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGY PRIOR TO COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATION REQUIREMENTS. CONTACT TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-2444303, TIN NGUyEN@PSE.COM FOR ADDITIONAL REQUIREMENTS. 4. MINIMUM CONDUIT SIZE SHALL BE 1 INCH. MINIMUM CONDUCTOR SIZE SHALL BE #10 AING FOR BRANCH CIRCUIT WORK SHOWN ON THIS SHEET. 5. PROVIDE #B AWG CONDUCTORS FOR LIGHTING BRANCH CIRCUIT WORK SHOWN ON THIS SHEET. 6. PROVIDE A WATER -TIGHT SEAL FOR EACH UNDERGROUND RACEWAY ENTERING THE ELECTRICAL ROOM AFTER CONDUCTORS HAVE BEEN INSTALLED. REFER TO RACEWAY SPECIFICATION SECTION 260533 FOR ADDITIONAL INFORMATION. 7. REFER TO ONE -LINE DIAGRAM ON SHEET E9.01 FOR ADDITIONAL INFORMATION. B. ROUTE SITE LIGHTING CIRCUITS TO PANELS INDICATED VIA ASSOCIATED LIGHTING CONTROL PANELS. REFER TO E2 SERIES DRAWINGS FOR SITE LIGHTING CONTROL REQUIREMENTS. PROVIDE WIRING AND CONTROL DEVICE FOR COMPLETE SYSTEM. 9. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03. 10. PROVIDE CONCRETE BASE FOR SITE LIGHTING POLES. REFER TO DETAILS 1 AND 2, SHEET E7.03 FOR ADDITIONAL INFORMATION. 11. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATION SECTION 21 FOR ADDITIONAL INFORMATION. 12. PRIMARY CABLING IS PROVIDED BY UTILITY. FLAG NOTES: COORDINATE RECONINECTION OF EXISTING SERVICES TO REMAIN FROM DEMOLISHED UTILITY POLE TO BE FED FROM NEW RELOCATED POLE -TOP TRANSFORMERNTILITY PRIMARY. NEW CONDUCTORS PROVIDED BY UTILITY TO RECONNECT EXISTING SERVICES TO REMAIN. MATERIAL SHALL BE FURNISHED AND INSTALLED BY UTILITY FROM EXISTING UTILITY POLE TO SERVICE POINT. PROVIDE EXCAVATION, TRENCHING, AND BACKFILL REQUIRED BY UTILITY. SEE ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. UTILITY SHALL PROVIDE REFEED OF PRIMARY SIDE OF EXISTING POLE -TOP TRANSFORMER. COORDINATE FINAL LOCATION WITH LANDSCAPE. T-419206 C) U�_ Zi4 0) 00 N ,It c:) IN COMPLIANCE WITH CITY OF RENTON STANDARDS c/) z Lu ILL 0 CITY OF NEW ELEMENTARY NO. 16 PENTON CHELAN AVE NE RENTON, WA 98059 Planning/Building/Public Works Dept. ELECTRICAL SITE PLAN w 1 83 1471 (L cq r Aw CD OD N I�t C) X CO z LU 0 w IL C%j c%j 0) 0 0 of Lu F- 1-- CHELAN AVE. NE PARKING LOT -1 + u) 0 w z NI+ CHELAN PL. NE'F a Calculation Summary Label GaIcType Units Avg Max Min Avg/Min MayJMin Bus Loop Illuminance Fc 1.83 3.0 0.8 2.29 3.75 Courtyard Illuminance Fc 3.85 7.8 1.0 3.85 7.80 Entry Plaza Illuminance Fc 4.09 7.4 1.4 2.92 5.29 Outdoor Leaming Illuminance Fc 2.88 6.2 0.8 3.60 7.75 Parking Lot Illuminance Fc 1.61 4.0 0.5 3.22 8.00 Property Line Illuminance Fc 0.08 0.1 0.0 N.A. N.A. Property Line North Illuminance Fc 0.01 0.1 0.0 N.A. N.A. Pnoperty Line SW Illuminance Fc 0.04 0.1 0.0 N.A. N.A. NO, I REVISION PROPERTY ................... .. + + + 4ykNE E5 z z COURTYARD 01 I E4 Li ENTRY PLAZA I e --A w w m m DUVALL AVE. NE zm I zm �- 0 mi m CITY OF DMI�D KSR PENTON 19 D�, KSR Planning/Building/Public Works Dept. CHMID, TSV ATVL FN�MCI� BY DATE APPR -�P-�D S� 31 T-419208 R419284 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS -9 94 0') 00 N let C) CID C/) z LLJ Q 0 NEW ELEMENTARY NO. 16 0 CHELAN AVE NE F- RENTON, WA 98059 2 SITE PHOTOMETRIC PLANS (r w 85 147 (L cq ii 0 Lu Max NO, Calculation Summary Label GaIcType Units Avg Max Min Avg/Min MI Bus Loop Illuminance Fc 1.83 3.0 0.8 2.29 3.75 Courtyard Illuminance Fc 3.85 7.8 1.0 3.85 7.80 Entry Plaza Illuminance Fc 4.09 7.4 1.4 2.92 5.29 Outdoor Leanning Illuminance Fc 2.88 6.2 0.8 3.60 7.75 Ranking Lot Illuminance Fc 1.61 4.0 0.5 3.22 8.00 Property Line Illuminance Fc 0.08 0.1 0.0 N.A. N.A. Property Line North Illuminance Fc 0.01 0.1 0.0 N.A. N.A. Pmperty Line SW Illuminance Fc 0.04 0.1 0.0 N.A. N.A. 0 %11� z1z m m 0 0 REVISION -9 A-4 F as, 0') 00 N let C) CID T-419209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) z Lu ILL 0 I" 40'-Op' H 1 Is CITY OF NEW ELEMENTARY NO. 16 DOWN KSR RENTON CHELAN AVE NE KSR RENTON, WA 98059 CH�01 ATMIL Planning/Building/Public Works Dept. SITE PHOTOMETRIC PLANS TSV IF NCYF ME MCIA w BY DATE APPR -�P-�D 50'IS 86 147 (L cq ii 0 Lu CHELAN (E) UTILITY POLE- CHELAN AVE NE CATVANDPHONE 111, Tl RVICE AERIAL CABLING E6 + 07T4C 7 f�E3 CHELAN PL. NE P V, ZHEAD &ElzkTAlc=qAlTA (E)OVERHEAD SERVICE - CAW 2" SCHEDULE 40 PVC CONDUIT TO IM POLE WITH t F4j"PyK Ile 4 PF 'tww FFlow 0 + 0 UFFILITY POLE Wi IF H CATV RISER + V VAULTSCHEDULE VAULT DIMENSIONS VAULT TYPE MANUFACTURER VAULT MODEL COVER MODEL COVER RATING COVER LABEL RISERS NOTES (LXWXD) Tl OLDCASTLE "'ILLA, �-332P MEDIUM DUTY: H-20 OFF STREET CENTURYLINK 3X2'X3' T2 OLDCASTLE 444-LA 44-332P MEDIUM DUTY: H-20 OFF STREET COMCAST N? �� X T3 OLDCASTLE "'ILLA 44-332P MEDIUM DUTY: H-20 OFF STREET WAN 3' X 2� 3 T4 OLDCASTLE 233-LA 23-2436P MEDIUM DUTY H-20 OFF STREET COMMUNICATIOW SIX ZX 3' NOTES 1. PROVIDE CABLE RACKING 2.- 3.- \-@(MOF) NEW RENTON ELEMENTARY SCHCOL#16 E5 L- - - J L- - - - DUVALL AVE. NE IN SHEET NOTES: 1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32, LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF SITE WORK. 2. REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICAL EQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED ANDIOR ROUTED OUTSIDE OF TREE PROTECTION FENCE BOUNDARIES. 3. INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPING OF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT. 4. CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND AT STREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING. 5. WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTER BACKBONE DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONAL INFORMATION. 6. COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TO COMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICE ENTRANCE. 7. COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOID WATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS. 8. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03. 9. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. FLAG NOTES: PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPE TO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCE CONDUITS ARE AS FOLLOWS' (1)4"CTELEPHONE (1)4'C CATV (1)4"C WAN (1)4'C SPARE PROVIDE 10'.0" GALVANIZED RIGID STEEL SERVICE ENTRANCE RISER CONDUITS ON (E) UTILITY POLE WITH STANDOFF BRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE AS FOLLOWS: (1)4"C TELEPHONE (1)4"C CATV (1)4'C WAN (1)4"C SPARE D�> PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE (1)4"C TELECOMMUN ICATIONS W/ (3) 1" IN NERDUCTS (1)4"C INTERCOM I CLOCK (1)4"C SECURITY (1)4"C SPARE PROVIDE PENCELL PEM-12-12-PC GRADE LEVEL BURIED HANDHOLE WITH MINIMUM 6"GRAVEL BASE. INSTALL PER MANUFACTURER RECOMMENDATIONS. PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE: (2)2"C TELECOMMUN ICATIONS FROM DIE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE: (1)2"C TELECOMMUN ICATIONS PROVIDE (1)1-C TO LIGHT POLE FOR FUTURE IF CAMERA. COORDINATE LIGHT POLE TYPE AND LOCATION WITH ELECTRICAL DRAWINGS. I I �111� wn 'm i lmlwl� 1" 40'-0" H OL lqaVlwl VR VR DATUM �01 VR IF NCYF � 1� NO, REVISION BY DATE APPR vP�D .� T-41921 0 —9 7 IN 0) 00 N ,It c:) IN COMPLIANCE WITH CITY OF RENTON STANDARDS cl) z w 2 :D ILL 0 0 CITY OF NEW ELEMENTARY NO. 16 0 PENTON CHELAN AVE NE RENTON, WA 98059 Planning/Building/Public Works Dept. TELECOM SITE PLAN w 87 147 (L cq ii 0 Lu SHEET NOTES: 1 . REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32, LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF SITE WORK. 2. REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICAL EQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED ANDIOR ROUTED OUTSIDE OF TREE PROTECTION FENCE BOUNDARIES. 3. INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPING OF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT. 4. CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND AT STREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING. 5. WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTER BACKBONE] DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONAL INFORMATION. 6. COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TO COMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICE ENTRANCE. 7. COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOID WATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS. 8. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03. 9. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. FLAG NOTES: PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPE TO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCE CONDUITS ARE AS FOLLOWS' (1)4"CTELEPHONE (1)4'C CATV (1)4"C WAN (1)4'C SPARE PROVIDE 10'.0" GALVANIZED RIGID STEEL SERVICE ENTRANCE RISER CONDUITS ON (E) UTILITY POLE WITH STANDOFF BRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE AS FOLLOWS: (1)4"C TELEPHONE (1)4"C CATV (1)4'C WAN (1)4"C SPARE D�> PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE (1)4"C TELECOMMUN ICATIONS W/ (3) 1" IN NERDUCTS (1)4"C INTERCOM I CLOCK (1)4"C SECURITY (1)4"C SPARE PROVIDE PENCELL PEMI GRADE LEVEL BURIED HANDHOLE WITH MINIMUM 6"GRAVEL BASE. INSTALL PER MANUFACTURER RECOMMENDATIONS. PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE: (2)2"C TELECOMMUN ICATIONS FROM DIE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITH MULE TAPE AT 36" BELOW GRADE: (1)2"C TELECOMMUN ICATIONS PROVIDE (1)1-C TO LIGHT POLE FOR FUTURE IF CAMERA. COORDINATE LIGHT POLE TYPE AND LOCATION WITH ELECTRICAL DRAWINGS. VAULTSCHEDULE VAULT DIMENSIONS VAULT TYPE MANUFACTURER VAULT MODEL COVER MODEL COVER RATING COVER LABEL RISERS NOTES L X W X D) Tl OLDCASTLE �-332P MEDIUM DUTY: H-20 OFF STREET CENTURYLINK 3X2'X3' T2 OLDCASTLE 444-LA 44-332P MEDIUM DUTY: H-20 OFF STREET COMCAST N? �X T3 OLDCASTLE 44-332P MEDIUM DUTY: H-20 OFF STREET WAN 3' X 2� T4 OLDCASTLE 233-LA 23-2436P MEDIUM DUTY H-20 OFF STREET COMMUNICATIOW SIX ZX 3' NOTES 1. PROVIDE CABLE RACKING 2. 3. I I �111� wn 'm i lmlwl� 1" 40'-0" H OL lqaVlwl VR vl� I DATUM �01 1 1 VR IF NCYF � 1� NO, REVISION BY DATE APPR vP�D .� CITY OF RENTON Planning/Building/Public Works Dept. T-419211 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NEW ELEMENTARY NO. 16 04 MAR 2022 CHELAN AVE NE OIIs�E RENTON, WA 98059 :Z� TELECOM SITE PLAN I I E 88 147 C) -9 7 IN 0) DO N ,It c:) CID c/) z LL] 0 0 F— W� 79 Tr III SHEET NOTES: cq 0) l0000 IT ot0000 ii 0 Lu "Ito E) STREET LIGHTING 1 HANDHOLE (TYR) 0 5 TREET LIGHTING 2 2 OD OD 0 R IGHTING ST SERVICE I-ATERA STREET LIGHTING SERVICE POINT (E) IN H iOLE L: ULT) E) UTILITY ROLE W/ (E) IN HANDHOUE X M (233-1-AVAULT) POLE-MOUNTXFMR V5 T I I /�7ofo-N=2' W.M42 V5 CV5. ....... .. .... E STREET I 177�TREET Ll S 1 E UUMINIARE,%0UNTED\Tj U�H I IN� FtUtti I A� T TIU� ILE (TYP) (WP) (TYP) 1 ARE 2-C FOR POWER + 3 (1) SPARE 2-C FOR COMM PEDES ET LIGHTING I a C LARIF'IS T Y PS, FI JA VAU IZA ION APPLY TO E):ILGN ORST TE 6 D ES PEDESTAL E. -(E) UTILITY THREE-PHASE OVERHEAD CLARIFYWHERE DISTRIBUTION "V5" IS DEFINED AND IF ITS A JUNCTION BOX 12� J L - - - - J L - - - - J L i E�XMESS --------------- + + V-N V5 14 15 G G G a I 0 L C"a 4- (1) SPARE 2-C FOR POWER + (1) SPARE 2-C FOR COMM - - - - - - - - - - - SD (C7 A WALL. APPLY TO F ---- 77 --- 477: �7M L � L___ _J L _� -i L� 1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32, LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLAINS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES, CONFLICTS SHAUL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF SITE WORK. 3. COORDINATE ELECTRICAL UTILITY SERVICE AND OFF -SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGY PRIOR TO COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATION REQUIREMENTS. CONTACT TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-2444303, TIN.NGUYEN@PSE.COM FOR ADDITIONAL REQUIREMENTS, w Q w z 5. REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATION SECTION 260543 FOR ADDITIONAL INFORMATION. 6. SEE SHEET CE1.02L FOR STREET FRONTAGE SERVICE BREAKER SCHEDULE, LUMINAIRE WIRING SCHEDULE, AND UUMINAIRE WIRING DIAGRAM. STREET LIGHTING NOTES: 1 THE CONTRACTOR SHALL ACQU IRE AN ELECTRICAL PERM IT FROM TH E CITYS BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. COORDINATE POWER SOURCE AND SERVICE LOCATION WITH UTILITY. 4. CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER AT LEAST 3 DAYS PRIOR TO COMMENCING EARTHWORK. 5. SEE CITY OF RENTON MUNICIPAL CODE AND SECTION J ILLUMINATION DESIGN STANDARD$ FOR ADDITIONAL INFORMATION. ITWO NUMBER 6' COORDINATE FINAL LOCATION OF STREET LIGHTING LUMINAIRE WITH CIVILAND LANDSCAPE DRAWINGS. POLE SHALL BE CENTERED IN CONCRETE HOUSEKEEPING PAD. CENTER OF POLE BASE SHALL BE 3'.00 FROM EDGE OF SIDEWALK AND 7'-0" FROM EDGE OF DUVALL AVENUE. B. DURING CONSTRUCTION, EXISTING ILLUMINATION LEVELS SHALL BE MAINTAINED BY KEEPING THE EXISTING ILLUMINATION SYSTEM OPERATIONAL, OR BY PROVIDING TEMPORARY LIGHTING. 7. FOR ILLUMINATION SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. i FULL. I NEED FOUNDATION DESI -BAC 0 LUMINAIRE POLE SCHEDULE UUM.POLE POLE ID STREET NAME STATION OFFSET I-ATITUDE LONGITUDE MOUNTING ARM LENGTH INPUT VOLTAGE MANUFACTURER MODEL SERIES CO -LISTED FIXTURE BASE TYPE SERVICEI NOTES NO. NUMBER HEIGHT WATTS CIRCUIT 35'�" 4'4' 120 2M CYCLONE LIGHTING DOMIA PENDANT CY56PlA LED SERIES KING LUMINAIRE - 031 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE N7+50A5 35.0'LT 19-6o 4-4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY66PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 35-4). 11Y-0. 120 2M CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 (D DUVALL AVE. NE 908+66.97 38.98' LT lv� 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE N9+3&30 38.6)'LT 16-6' 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY66PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35-4). 11Y-0. 120 2M CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 (D DUVALL AVE. NE 909+86.66 38.63' LT lv� 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 910+46.66 38.65, LT 16-6o 414)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY56PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35-4). 11Y-0. 120 2M CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 911+06.66 38.68' LT lv� 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 911+81.29 38.76' LT 19-6o 414)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY66PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35-4). icr-0. 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 912+27.56 38.�' LT lv� 4'4' m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 912+87.56 38.83' LT 19-6o 4-4p m 2M CYCLONE LIGHTING DOMIA PENDANT CY66PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35'-0" icr-0. 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 913+47.56 38.83' LT lv� 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 914+0T56 38.87' LT 19-F 4-4p m 2M CYCLONE LIGHTING DOMIA PENDANT CY56PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 351-01P icr-0. 120 240 CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 914+67.56 38.90' LT 16-61 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 915+2T56 38.93, LT 19-6o 414)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY56PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35'-0" icr-0. 120 m CYCLONE LIGHTING DOMIA PENDANT CY55PIA LED SERIES KING LUMINAIRE - K831 LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 915+87.56 38.96' LT lv� 4'4)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A 2 DUVALL AVE. NE 916+4T56 38.99' LT 19-6o 414)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY66PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - DUVALL AVE. NE 917+16.86 52.60' LT 35'-0" 41-011 40 240 CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILLUM. A - 35'�" 19-01 120 2M CYCLONE LIGHTING DOMIA PENDANT CY56PlA LED SERIES KING LUMINAIRE - n3l LED SERIES FIXED ILLUM. A 1 DUVALL AVE. NE 918+49�57 34.33' LT 19-6o 414)" m 2M CYCLONE LIGHTING DOMIA PENDANT CY55PlA LED SERIES KING LUMINAIRE - K731 LED SERIES FIXED ILUUM.A 2 FLAG NOTES: SEE CITY OF RENTON DETAIL 121, 11 7.1A, 117.2, AND 117.4 FOR MORE INFORMATION. SEE CITY OF RENTON DETAIL 117.1,117.3, AND 121 FOR MORE INFORMATION. SEE CITY OF RENTON DETAIL 122.1, AND 122.2 FOR MORE INFORMATION. SEE CITY OF RENTON DETAIL 119 AND 120 FOR MORE INFORMATION. MATERIAL FURNISHED AND INSTALLED BY UTILITY. PROVIDE TRENCHING, BACKFILL, COMPACTION, AND RESTORATION. PROVIDE &XTWORK PIT, 5-1/3 CUBIC YARD 6" CRUSHED ROCK PER UTILITY STANDARDS. PROVIDE TRENCHING, BACKFILL, COMPACTION, AND RESTORATION. E> COORDINATE TERMINATION OF STREET LIGHTING SERVICE SECONDARY CONDUCTORS WITHIN SECONDARY TERMINATION VAULT WITH UTILITY. LUMINAIRE POLE SCHEDULE NOTES: GENERAL NOTE SEE SHEET CE1.02L FOR UUMINAIRE WIRING DIAGRAM. 1. FIXTURE ON SAME POLE AS PEDESTRIAN FIXTURE SEE DETAIL RENTON STANDARD DETAIL 117.1. 2. FIXTURE ON SAME POLE AS ROADWAY FIXTURE. SEE DETAIL RENTON STANDARD DETAIL 117.1. 1 40'-Op' HORZW� W 19M, CITY OF FENTON Planning/Building/Public Works Dept. MSFNED KSR KSR ONE N� I TSV AT �U� F PIM �E INM �NMY NO REVISION BY DATE APPR oo� BI T-419212 C) C.%4 .j CD C:) c:) CD I 0 c%lJ rA, rfil C) DO N qqT (D cl) rel oi lo IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) I-- z LU 0 NEW ELEMENTARY NO. 16 mm 04 MAR 2022 CHELAN AVE NE S�K RENTON, WA 98059 P�e �NG ELECTRICAL STREET FRONTAGE PLAN W CE1.02 w �89� 147 0- cq ii Lu LUMINAIRE WIRING DIAGRAM CIRCUIT. ILLUM A 03 05 0 0 a 0 G z z W 1� 2 4 6 8 10 12 14 DUVALL AVE HE STREET FRONTAGE SERVICE BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-125A ILLUM. A 2P-20A 20 AMP ILLUM. B (SPARE) 2P-20A 20 AMP GENERAL SHEET NOTES: 1 THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4� THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL THE PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. CONTACT ERIC CUTSHALL TRANSPORTATION MANAGER FOR ASSET ID NUMBER AT 425-430-7423. LUMINAIRE WIRING SCHEDULE QUANTITY OF PHASE QUANTITY OF NO. RACEWAY CONDUIT SIZE PHASE CONDUCTOR GROUNDSIZE TRACERWIRES CONDUCTORS SIZE 2- SCHED. 40 PVC 2 #BAWG #8 AWG 3- SCHEID. 40 PVC 3 AWG 2- SCHEID. 40 PVC (SPARE) - 1 NOTE: SEE SHEET CEI.02 FOR LUMINAIRE WIRING LOCATIONS. CALCULATION SUMMARY CALCULATION AREA MIN. LIGHT LEVEL (FC) AVE. MAINTAINED (FC)) NIFORMITY RATIO (AVG.NIN.) DUVALL AVE NE 0.50 1 1.69 1 3.31) DUVALL AVE NE SIDEWALK OAO 1 1.06 1 2.65 I I �111� wn 'm i lmlwl� 1" 40'-0" H OL lqa�jlwl KSR D�, CHEMM, �SR I ATMIL DATUM TSV IF NCYF � 1� NO, REVISION By DATE APPR vP�D 50'IS T-419213 -9 94 F 411111, so CD DO N ,It c:) IN COMPLIANCE WITH CITY OF RENTON STANDARDS c/) z Lu ILL DIM 0 CITY OF NEW ELEMENTARY NO. 16 04 MAR 2022 CHELAN AVE NE RENTON RENTON, WA 98059 Planning/Building/Public Works Dept. ELECTRICAL STREET FRONTAGE PHOTOMETRIC PLAN CE1.02L fr $Hm Y w 90 147 (L cq r Aw -9 so CD OD N I�t C) X Cl) F- z w 2 :D 0 w IL cq r Aw -9 so CD OD N I�t C) X CO z LU 0 w IL cq r Aw -9 so CD OD N I�t C) X CO z LU 0 w IL C-) 0 0 r) 01, Ld MATCH LINE - NE 10TH ST STA. 33+00.0 EX IVEWA EX 5.5' 4�% EX -55� =5�� EX I I' EX I I' rX 5 "BIKELANE I 71W 3 Z it� C) 7 Ed 0 Pat N, C5 16 00 END LANE LINE, 7.0' RT INSTALL TYPE 2SL ARROW, CENTER IN LANE HE 10TH STA. 32+34.0 BEGIN LANE LINE, 7.0' 1 BEGIN DOUBLE CENTERLINE, 3.OP RT HE IOTH STA. 32+33.0 INSTALL STOP BAR, 18.5' IT TO 3.0' RT ++ S6 V EX I I' EX I I' EX 5.5' �j __ _ EX 5 5' I X 1 1, 11 y 1 11 P El 10 L NE W i 18+00 IfIfITIATKII . . .......... Ila 140 U1 Lei N uri QS Ca Be Be + + Up Un a Q act Ed PAVEMENT MARKING & SIGNAGE GENERAL NOTES I. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF 0 RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. INSTALL ALL SIGNS IN CONCRETEIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED Z) VISIBILITY TO DRIVERS AND PEDESTRIANS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMOPLASTIC SHALL CONTAIN JM WETIDRY ELEMENTS. 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 230-7423. Q�) r] NEW R1W Irci eq M C) c) It Nts 10' SHLDR V) 0 C) C) EX I I' EX I I' [L ��THIS GETTING 194-UU �LC�A��TOI CU-HUU1 EX 5.5121+00 EX 5.5' Z EX 11' 1 DEMO SIGN NOTES (THIS SHEET ONLY) PAVEMENT MARKING NOTES (THIS SHEET ONLY (�f)REMOVE EXISTING RIO-15 MOD SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH INSTALL THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127. THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. INSTALL 16- THERMOPLASTIC STOP LINE, PER CITY OF RENTON STANDARD PLAN 128. (1��)REMOVE EXISTING "NE IOTH ST" STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. INSTALL THERMOPLASTIC ARROW PER CITY Or RENTON STANDARD PLAN 109 At WSDOT STANDARD PLAN Al (��)REMOVE EXISTING "DUVALL AVE NE- STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF INSTALL YELLOW DUAL FACED MOUNTABLE CURB PER WSDOT STANDARD PLAN r-10.64. SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. REMOVE EXISTING PAVEMENT MARKING VIA MACHINE GRINDING OR SAND BLASTING AS NECESSARY. (q�)REMOVE EXISTING Rl-1 SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. INSTALL YELLOW MMA DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10. (��)REMOVE EXISTING RIO-6 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN INSTALL WHITE Al WIDE LANE LINE PER WSDOT STANDARD PLAN M-20. 10. OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. (q�)REMOVE EXISTING RIO-15 MOD SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. NEW SIGN NOTES (THIS SHEET ONLY) (�!)REMOVE EXISTING Rl-1 SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE (:Sj) (S�) (�j) FURNISH AND INSTALL NEW S I - I SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. (�j) FURNISH AND INSTALL NEW WlI-7PL SIGN BELOW SI-1 SIGN PER CITY OF RENTON STANDARD PLAN 129. (�)REMOVE EXISTING RIO-6 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. RELOCATE SIGN NOTES (THIS SHEET ONLY) (��)REMOVE EXISTING -NE IOTH ST" STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF SALVAGEABLE RELOCATE EXISTING SI-I SIGN AND INSTALL ON NEW POST TO NEW LOCATION PER CITY OF RENTON ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. STANDARD PLAN 129. (E�REMOVE EXISTING "DUVALL AVE NE- STREET NAME SIGN. CONTRACTOR SHALL COORDINATE RETURN OF RELOCATE EXISTING W16-9P SIGN BELOW SI-I TO NEW LOCATION PER CITY OF RENTON STANDARD SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. PLAN 129. (IFDREMOVE EXISTING S3-2 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL COORDINATE RETURN OF RELOCATE EXISTING FLASHER BEACON SIGN & TYPE FIR POLE TO NEW LOCATION. SEE SHEET TS-06 SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE MANAGER 425-430-7423. FOR MORE DETAILS. EXISTING SIGN NOTES (THIS SHEET ONLY) (�Tj)EXISTING "MARTIN LUTHER KING BAPTIST CHURCH" CUSTOM SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. (T�)EXISTING OBJECT MARKER OM3-L SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. c 19TE ft Transportation Engin Bring orthWest 'Q 0.. Transportation Planning I Design I Bcffic Impact & Operations ST eN 11400 SE ft Sfireet. Suite 200. Bi WA 98004 ..." tt Off ce (425) M9-6747 AL Project Contact Trevor Tal P.E. Phone: 425-25M865 NO. REVISION SIGN LEGEND REMOVE REMOVE R10-15 MOD STREET NAME SIGN SIGN (5i) (6�) (�5�) (6�) es REMOVE REMOVE RI-1 RIO-6 L X] RELOCATE WI6-9P RELOCATE SI-1 (iT) VARTIN LUTHER KING BAPTIST CHURCH EXISTING EXISTING CUSTOM SIGN OM3-L NEW NEW Si -I W16-7PL (36"X36") (24-XI2-) Hi � 1p3/1%1 epIGW) DRONN F N0T � I BY DATE APPR sa� =RD�y REMOVE STREET NAME SIGN REMOVE S5-2 (ED M 7=00L SPEED LIMIT 20 WHEN FLASHING RELOCATE FLASHER BEACON SIGN (�D CITY OF RENTON Planning/Building/Public Works Dept. EX I I' LAI 1 5' BIKE 00 N C) EX R C) C\1 A 111111ill -21111 10 40 0 20 60 SCALE IN FEET LEGEND PAVEMENT MARKING CONSTRUCTION NOTE SIGNING CONSTRUCTION NOTE NEWIRELOCATED LUMINAIRE A40UNTED SIGN EXISTING LUMINAIRE MOUNTED SIGN EXISTNG SIGN IN NEW SIGNIRELOCATED SIGN OVERLAYINEW PAVEMENT tttt,t 0-3:�EXISTING LUMINAIRE POLE -419217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) t- z w NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 mw� CHELAN AVE NE RENTON, VIA 98059 PAVEMENT MARKINGS SIGNAGE PLAN NWC w 0- )u4tw PM-01 ci� 0 N 0-) 0 0 LJ LLI NEW R/W ZW1 NE ZWI + EX R r�X .5' BIKE-t&99,--L� EX 5' BIKE LANE EX I I' EX I I' Ex Ex I I' Ld Ex 5.5, ZZ+UV - — - — - — 26+uU - — 24+UU - — - — - - — - - — - — - — - 2o+UU — - — - - — - 26+00 27+00 (VA) ex—,5, Z) Lj DUVALL AVE NE C� EX 11' EX I I' w EX 11' -1 3:�Ex 5 BIKE LANE EX 5' BIKE LANE <1 �R/W FX PAVEMENT MARKING & SIGNAGE GENERAL NOTES DEMO SIGN NOTES (THIS SHEET ONLY) SIGN LEGEND 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR (�TT)REMOVE EXISTING S5-2 SIGN AND POST. FILL AND COMPACT VOID. CONTRACTOR SHALL SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION WORK. COORDINATE RETURN OF SALVAGEABLE ITEMS WITH THE TRANSPORTATION MAINTENANCE 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF MANAGER 425-430-7423. RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION, CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. AND THEN EXISTING SIGN NOTES (THIS SHEET ONLY) 10 40 3. INSTALL ALL SIGNS IN CONCRETEIIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN (ZI)EXISTING "YOUR SPEED- RADAR SIGN MOUNTED ON LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. N li�] 66P%1-0�� NO. 129. (!�)EXISTING SI-I SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. EXISTING EXISTING 0 20 60 EXISTING SCALE IN FEET 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED RADAR SIGN SI-I Wl VISIBILITY TO DRIVERS AND PEDESTRIANS. (E�)EXISTING WII SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. LEGEND CE) 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE (Kj)EXISTING OBJECT MARKER Ol SIGN AND POST TO REMAIN. PROTECT DURING BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS CONSTRUCTION, SCHOOL 0 PAVEMENT MARKING CONSTRUCTION NOTE MEASURED TO THE BOTTOM or THE SIGN. (!�)EXISTING Fr� FLASHER BEACON AND SIGNS TO REMAIN. PROTECT DURING CONSTRUCTION. SPEED (:D SIGNING CONSTRUCTION NOTE 6. ALL THERMOPLASTIC SHALL CONTAIN 3M WETIDRY ELEMENTS. ri LIMIT F� NEWIRELOCATED LUMINAIRE MOUNTED SIGN 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY or RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 20 EXISTING LUMINAIRE MOUNTED SIGN 230-7423. EXISTING REMOVE Ol S5-2 EXiSTNG SIGN CKD WHEN FLASHING CUT) III NEW SIGNIRELOCATED SIGN EXISTING OVERLAYINEW PAVEMENT FLASHER BEACON SIGN C��EXISTING LUMINAIRE POLE T-419218 R-419294 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE WA % wA Transportation El enng orthWest Q: I w3m� Im Hl w 19up1wi I I Adl I ff��M �1 I Y NEW ELEMENTARY SCHOOL #16 I 04 MAR 2022 CHELAN AVE NE plo� Transportation Planning I Design I Traffic Impact & Opemi IST e RENTON 11�SEftS�eet.SuiteM.Belle�e.WA98W4 AL RENTON, VIA 98059 MWw Off ce (425) M9-6747 ATV� Plannirl Idin g/Public Works Dept. PAVEMENT MARKINGS PM-02 Projeci Conrach Trevor Takao, P.E. Phone: 425-25M865 NO. REVISION BY DATE APPRtwPE;�07 sa� SIGNAGE PLAN 1p� 95 147 0 0) 00 N IcT C:) r pej U) t- z w 0 w 0- 0 0 Ld SIGN LEGEND EXISTING EXISTING EXISTING STREET NAME STREET NAME STREET NAME SIGN SIGN SIGN (ii) ciD (:?D (iz) (TD IM EXISTING 0 EXISTING STREET NAME EXISTING R2-1 SIGN RI-1 (9D (iD (1D Z Q) EX 24 00+92 ILL! 16.51 PAVEMENT MARKING NOTES (THIS SHEET ONLY U1 INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10. EXISTING SIGN NOTES (THIS SHEET ONLY) (IT)EXISTING -CHELAN PL I STREET NAME SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. EXISTING -NE I OTH ST- STREET NAME SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. (Xi)EXISTING "CHELAN CT NE" STREET NAME SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. (��)EXISTING R2-1 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. q�)EXJSTING "CHELAN AVE NE" STREET NAME SIGN AND POST TO REMAIN. PROTECT DURING CONSTRUCTION. (IDEXISTING RI —I SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Opeemi I 1� SE ft S�eet. Suite 200. Bellevue. WA 98004 Off ce (425) M9-6747 Project Contact Trevor Takara, PE. Phone: 425-25M865 CITY OF RENTON GENERAL NOTES 1. ALL TRANSPORTATION INFRASTRUCTURE ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. J. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED OR REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. S. WHEN TRAFFIC SIGNAL IS OPERATIONAL VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT�.TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXI TING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS. OR ELECTRICAL TRANSPORTATION SYSTEMS ARE NE IOTH ST 16.5' —t � — 00+tc 16.5, UJ 01 13, EX La Ce. q � hi Ot Ze to 9 Q Lj PAVEMENT MARKING & SIGNAGE GENERAL NOTES 1. REA40VE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REA40VAL WITH ASPHALT RESTORATION WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATiON PER CITY OF RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELiZATION, AND THEN CONTACT CITY ENGINEER 48—HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. INSTALL ALL SIGNS IN CONCRETEIASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS AND PEDESTRIANS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMOPLASTIC SHALL CONTAIN 3M WETIDRY ELEMENTS. 7. FOR SIGNING AND PAVEMENT MARKING COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 230-7423. VVnIakL W�'M Hi lvq� 1p3/1"I D ATUM F N0T � l NO. REVISION BY DATE APPRtw�P��00 sa� =R)�y Z) .j .9; 0') DO N IcT C:) CIP '411101 L i 10 40 6mem%mmmpmmlll 0 20 60 SCALE IN FEET LEGEND 0 PAVEMENT MARKING CONSTRUCTION NOTE SIGNING CONSTRUCTION NOTE [4 NEWIRELOCATED LUA41NAIRE MOUNTED SIGN _4 EXISTING LUMINAIRE MOUNTED SIGN EXISTNG SIGN NEW SIGNIRELOCATED SIGN OVERLAY1 NEW PAVEMENT ,'--��EXISTING LUMINAIRE POLE T-419219 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) t— z LU CITY OF RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 980% PAVEMENT MARKINGS SIGNAGE PLAN 04 MAR 2022 0 0- w PM-03 ipi� CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET C\I FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 40-FT MAST ARM. INSTALL THREE C-) m SIGNAL LEGEND NOTE: THE CONTRACTOR SHALL COORDINATE WITH VE�fffff OE SIGNAL HEADS ONE STREET NAME SIGN ERIC CUTSHALL (425)-430-7423 TO A T, ONE RIO-12A SIGN, ONE ITEMS VIDEO TECTION CAMERA, 61NE GIRS PRECISION POSITONING ANTENNA AND ONE PRE-EMPTION 4 P_ !EVIEW AND DDEETECTOR ON THE MAST ARM. INSTALL ONE SI-I SIGN ONE W16-7PL SIGN AND ONE EX NEW DESCRIPTION 2 4 9 P APPROVE ALL SIGNAL POLE LOCATIONS PRIOR TO RA CAMERA MODEL S4 5 P_ EXTERNAL TERMINAL CABINET ON THE POLE. INSTALL ONE PY2 INFRARED SIQU 0 19211E x 110 JUNCTION BOX TYPE 1,2,8 FOUNDATION INSTALLATION. PD910 INCLUDING A SEPARATE POWER SUPPLY AND POWER CABLE ON LUMINAIRE. SEE POLE EX R W) ICHEDULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH __mw VEHICLE SIGNAL HEAD P AND INSTALL ONE CYCLONE DOMM 12OW LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER C) CITY OF RENTON STD. PLAN 117.3. -%-Ni PEDESTRIAN SIGNAL HEAD CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET 04 69 TS-04. FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 30-FT MAST ARM. INSTAL THREE 0 C� I r 4 VEHICLE SIGNAL HEADS ONE STREET NAME SIGN ONE RIO-12A SIGN ONE ITEMS VIDEO I_> MAST ARM MOUNTED SIGN DETECTION CAMERA AND ONE PRE-EMPTION DETECTOR ON THE MAST ARAW. INSTALL ONE SI-I 11� LLJ 7 SIGN ONE W16-7 L SIGN AND ONE EXTERNAL TERA41NAL CABINET ON THE POLE. SEE POLE EMERGENCY PRE-EMPTION S20 S1 r, DETECTOR SCHbULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH S 5zi 10 AND INSTALL ONE CYCLONE DOMM 12OW LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER -04 VIDEO CAMERA W-w- CITY OF RENTON STD. PLAN 117.3. 9 9 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE SHEET D LIJ TS-04. FURNISH AND INSTALL TYPE //I SIGNAL POLE WITH 40-FT MAST ARM. INSTALL THREE z \ S5 8 VEHICLE SIGNAL HEADS6 ONE STREET NAME SIGN ONE RIO-12A SIGN ONE ITEMS VIDEO -Alto PTZ CAMERA 4 W_ 1C 7 DETECTION CAMERA AN ONE PRE-EMPTION DETECYOR ON THE MAST ARAW. INSTALL ONE SI-I w A 22 SIGN ONE W16-7 L SIGN AND ONE EXTERNAL TERMINAL CABINET ON THE POLE. SEE POLE GPS OPTICOM ANTENNA W I + LJ P S15 SCHbULE ON SHEET TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. FURNISH 5 TYPE Ii SIGNAL POLE 3 AND INSTALL ONE CYCLONE DOMM 120W LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER CITY OF RENTON STD. PLAN 117.3. CIIIIII�:� SIGNAL POLE TYPE III S6 q CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE, SHEET P TS-04. FURNISH AND INSTALL TYPE It SIGNAL POLE WITH 25-FT MAST ARM WITH MINIMUM 10 S7 CIRCUMFERENTIAL CLEARANCE FROM OVERHEAD UTILITY LINES. INSTALL TWO VEHICLE SIGNAL A PEDESTRIAN PUSHBUTTON HEADS ONE STREET NAME SIGN ONE RIO-12 SIGN, ONE ITERIS VIDEO DETECTION CAMERA, NW CORNER DETAIL A8 -F AND ONE PRE-EMPTION DETECTOR ON THE MAST ARM. INSTALL ONE SI-I SIGN ONE W16-7PL 0) PS SIGNAL POLE 1:10 SCALE P P�p SIGN AND ONE EXTERNAL TERMINAL CABINET ON THE POLE. SEE POLE SCHEDULE ON SHEET if TS-04 FOR MOUNTING AND ORIENTATION OF SIGNAL EQUIPMENT. CA C:) PPB SIGNAL POLE CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. FURNISH AND INSTALL TYPE PS 0 S6 la SI -G 6 POLE. RELOCATE ONE PEDESTRIAN SIGNAL HEAD FROM REMOVED HAWK SIGNAL POLE TO THE PS UTILITY POLE G SIGNAL POLE AND ONE APS PUSHOUTTON FROM REMOVED TYPE PRO SIGNAL POLE TO THE PS SERVICE BREAKER SCHEDULE I L �y SIGNAL POLE. PUSHOUTTON SHALL FACE SOUTH, PARALLEL WITH CROSSWALK. C%4 LUMiNAfRE POLE NEW SVC AT DUVALL AVE HE & NE IOTH ST 5 NE CORNER DETAIL CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS o 1:10 SCALE POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON. PUSHBUTTON SHALL CIRCUIT BREAKER CONTACTOR LE EMOUNTTON POLE, HALFWAY BETWEEN FAC UTILITY POLE MOUNTED - S !1_=NA1RE ARM AND MAS-r ARM. SEE POLE SPEC E WEST, PARALLEL WITH CROSSWALK. IL LUMINAIRE MAIN 2P-200 AMP --- S4 IS S20 _.HEET FOR COMMENT ON A7rACHMENT ANGLE. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. IF FOUNDATION CONFLICTS WITH _P_P_ L, 2 A 2" C EXISTING ILLUA41NATION JUNCTION BOX THE CONTRACTOR SHALL REMOVE AND REPLACE - - - - - - - - - - CONDUITICONDUCTOR SIGNAL IP-40 AMP --- S21 P P S6 12 4CTION BOX IN A LOCATION BEHIND THE SIDEWALK THAT DOES NOT CONFLICT WITH P P PROPOSED SIGNAL EQUIPMENT AND RECONNECT ALL CONDUITICONDUCTORS AS NECESSARY. EED EE3 CONTROLLER CABINET CONTROL IP-15 AMP --- S3 FURNISH AND INSTALL TYPE PS POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS P P EX RIN P �_�! �� PUSHBUTTON. POSH13UTTON SHALL FACE WEST, PARALLEL WITH CROSSWALK. SERVICE CABINET ITS IP-20 AMP --- G i=P THIS POLE CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS HI m S2 51 - CONFLICTS WITH POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON. PUSHBUTTON SHALL CONSTRUCTION NOTE ILLUM A 2P-20 AMP 30 AMP F -w-w w w wv w 4 v - - - - - - - - - EXISTING SERVICE FACE NORTH, PARALLEL WITH CROSSWALK. 0 ILLUM 0 (SPARE) 2P-20 AMP 30 AMP RIS 4 W�W�w_ CABINET CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.1 1. FURNISH AND INSTALL TYPE PS SIGNAL POLE NUMBER ��W-w w w 0 _V�w- 11 � w w W�w, POLE WITH TWO PEDESTRIAN SIGNAL 14EADS AND TWO APS PUSHBUTTONS. PUSHBUTTONS SHALL or) RRFB IP-30 AMP --- S6 BE INSTALLED WITH A SPEECH INFORMATION MESSAGE AS DIRECTED BY THE CITY OF RENTON. 00 A WIRE NOTE ss_ 3 71 0 PUSHBUTTONS SHALL FACE NORTH AND EAST, PARALLEL WITH CROSSWALKS. N IP-20 AMP --- 3 1�t SPARE _SS - CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.11. CONTRACTOR SHALL COORDINATE C:) 00+ C -SS I S CONSTRUCTION OF FOUNDATION TO AVOID UNDERMINING EXISTING UTILITY POLE FOUNDATION AND SIGN NOTE SPARE IP-20 AMP --- ss-ss SHALL BRACE EXISTING UTILITY POLE DURING CONSTRUCTION, IF NECESSARY. FURNISH AND C I 0 ITE lilt INSTALL TYPE PS POLE WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON. NE 10TH ST 0 4 RELOCATE ONE PEDESTRIAN SIGNAL HEAD FROM REMOVED HAWK SIGNAL POLE TO T14E PS C\J SIGN LEGEND Si SIGNAL POLE AND ONE APS PUSHBUTTON FROM REMOVED TYPE PPB SIGNAL POLE TO THE PS Si SIGNAL POLE. PUSHBUTTON SHALL BE INSTALLED WITH A SPEECH INFORMATION MESSAGE AS THERE IS A &TO 4" 519 Sl Sl DIRECTED BY THE CITY OF RENTON. PUS14BUTTONS SHALL FACE SOUTH AND EAST, PARALLEL 0 WITH CROSSWALKS. C�DNEW STREET NAME SIGN SLOPE HERE. S4 REA40VE EXISTING TYPE PPB SIGNAL POLE AND FOUNDATION. FOUNDATION SHALL BE REMOVED CLARIFYHOWWILL S S2 Duvall Ave IEE] (��)(APPROX. 108-XIS-) THIS BE F 1 14 48 CD TO A MINIMUM OF 24" BELOW SURFACE GRADE. RELOCATE EXISTING APS PUSHBUTTON TO NEW CONSTRUCTED. S9 62 C5 v I I I /OLA Ex SIGNAL POLE. RETURN SALVAGED EQUIPMENT TO THE CITY OF RENTON. NEW STREET NAME SIGN LIKELY NEEDS A SS Ss SS S S EXISTING LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ss REA40VE EXISTING SERVICE, CONTROLLER CABINETS AND FOUNDATION. REMOVE AFTER PROPOSED �S4 (APPROX. 84"XIS") WALL BEHIND IT. I S3 wv SIGNAL SYSTEM IS OPERATIONAL. FOUNDATION SHALL BE REMOVED TO A MINIMUM OF 24" RELOCATEINEW I S 2 BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF RENTON. CONTACT B TRANSPORTATION MANAGER AT 425-430-7423 PRIOR TO CONTROLLER CABINET CONSTRUCTION. SI-1 (36"X36") 2 S S 42 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. 3 HEAD TO SIGNAL POLE S5. RELOCATE EXISTING SI-I SIGN AND W16-7PL SIGN, SEE PAVEMENT NEW A� S RIO-12 REMOVE EXISTING HAWK SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL (24"XJO") MARKING AND SIGNAGE PLANS FOR MORE DETAILS. FOUNDATION SHALL BE REMOVED TO A MINIMUM OF 24" BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF S, S19 RENTON. 49 RELOCATEINEW _�RIW S THESE RAMP REMOVE EXISTING HAWK SIGNAL POLE AND FOUNDATION. RELOCATE EXISTING PEDESTRIAN SIGNAL W16-7PL LANDINGS WILL HEAD TO SIGNAL POLE SID. RELOCATE EXISTING SI-I SIGN AND W16-7PL SIGN SEE PAVEMENT MARKING AND SIGNAGE PLANS FOR MORE DETAILS. FOUNDATION SHALL BE REfMOVEO CROSSWALK (24-XI2-) NEED TO BE TO A MINIMUM OF 24" BELOW SURFACE GRADE. RETURN SALVAGED EQUIPMENT TO THE CITY OF STOP STOP PARTIALLY 4 S2 RENTON. ON FLASHING RECONSTRUCTED CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.2. FURNISH AND INSTALL ON RED RED �6� TO INSTALL THESE TS2-TYPE-I ITS P+ CA81NET SERVICE CABINET, AND UPS SYSTEM ON NEW FOUNDATION PER 0 IF NO PS POLES. CITY OF RENTON STANDARD OLANS 122.1 AND 122.2. THEN PROCEED NEW RIO-12A THISJBOXWILL POWER SOURCE LOCATION IS NOT KNOWN AT TIME OF PLAN PREPARATION. CONTRACTOR SHALL S8 \fj COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE REMOVE (24-XJO-) NEED TO BE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE SUBMIT ALL APPLICABLE PERMITS, RIO-23 MOD SW CORNER DETAIL Ir SE CORNER DETAIL RELOCATED TOO AND SHALL PAY ALL ASSOCIATED FEES. CONTRACTOR SHAL ASSUME 500-FT OF TRENCHING (APPROX. 48"X24-) (E�) 1:10 SCALE 1:10 SCALE MAINTAIN EXISTING FOR BIDDING PURPOSES. PSE SHALL MAKE FINAL CONNECTION AND SET THE METER TO POWER R1 ILLUMINATION SOURCE. SIGNAL WIRING SCHEDULE PULL EXISTING FIBER BACK FROM EXISTING CONTROLLER TO EXISTING JUNCTION BOX ROUTE NOTE: SEE CITY OF RENTON STANDA FOR MAST ARM CIRCUITS. MOUNTED STREET NAME SIGN DETAIL RACEWAY VEH PED E. V. V CON ALLUM EXISTING FIBER THROUG14 NEW CONDUIT TO NEW SIGNAL CONTROLLER. IF SUFFICIENT §LACK IS ZL CONDUIT HEAD HEAolpps PREMT. VIDEO FLASH RD PWR. ILLUM FIBER PULL GRND.* CONDUIT NOT AVAILABLE PULL OUT AND REPLACE EXISTING FIBER BACK TO EXISTING FIBER VAULT AT SIZE 4C #8 72SMrO TAPE FILL FILL NORTHWEST C6RNER OF HE 12TH ST AND DUVALL AVE NE. ROUTE NEW FIBER THROUGH 6 (96w) NO. 5C 5C 321aaz EXISTING CONDUIT TO NEW CONTROLLER AT NORTHEAST CORNER OF OF HE 10TH ST AND DUVALL AVE NE. SPLICE EXISTING FIBER WITH NEW IN EXISTING FIBER VAULT. SEE PHASE DIAGRAM SIGNAL DISPLAYS -1 _3 SCH40 �PVC 3 1 1 1 0.79 1.89 INTERCONNECT SCHEMATIC ON SHEET TS-03 FOR MORE DETAILS. 2 2" SCH40 PVC 2 1 0.42 0.86 EXISTING JUNCTION BOX TO REMAIN. IF EXISTING JUNCTION BOX CANNOT REMAIN DUE TO 3 3" SCHBO PVC 3 2 1 1 1 1.07 1.68 SIGNAL POLE CONSTRUCTION THEN REPLACE EXISTING JUNCTION BOX WITH NEW TYPE 2 3" SCHBO PVC SPARE I --- 1.68 JUNCTION 13OX NEAR THIS LOCATION BEHIND THE NEW SIDEWALK. INSTALL NEW JUNCTION BOX WITH CONCRETE PAD PER CITY OF RENTON STANDARD PLANS 120. 4 3 "SCH40 PVC I I 1 1 0.40 1.89 3 SCHSO 'PVC 4 4 2 2 1 1.61 1 68 REA40VE EXISTING STREET LIGHT POLE AND LUMINAIRE. REMOVE EXISTING FOUNDATION TO A 5 3 �SCHSO pVC 1 1 0.12 MINIMUM 24- BELOW SURFACE GRADE. FILL AND COMPACT VOID. RETURN SALVAGED EQUIPMENT 6 2 SCH40 �PVC I 1 1 0.28 0.86 TO THE CITY OF RENTON. 7 3" SCH40 PVC 3 2 1 1 1 1 0.93 1.89 EXISTING JUNCTION BOX TO REMAIN. ADJUST JUNCTION BOX, AS NEEDED, TO ACCOMMODATE 8 _T5 �SCH40PVC 10 5 5 1 2.19 2.53 NEW IMPROVEMENTS. 3" SCH40 PVC 8 1 1 1.43 1.89 9 3 PSCH80 PVC 3 1 0.40 IN T-419220 10 2" SCH40 PVC 3 1 1 O�22 0.86 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 2" SCH40 PVC 1 0 74 0.86 R-419296 12 _2'SCH8O PVC EX I 1 1 0.74 7.15 13 2" SCH40 PVC EX I EX 1 1 0.74 1.32 14 2 SCH40 "PVC 2 1 1 0.42 15 3 SCH40 �PVC 4 1 1 0.70 9 VEHICLE MOVEMENT EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 10 40 FLASHING YELLOW ARROW VEHICLE MOVEMENT PEDESTRIAN MOVEMENT % 0 20 60 SCALE IN FEET PRE-EMPT 19TENW Wee "O� MAR 2022 A = 02 & 05, OLC (FYA) Transportation Engineering NorthWest 0% CITY F NEW ELEMENTARY SCHOOL #16 B = 04 & 07, OLD (FYA) Transpoilaflon PlannIN I Design I Tefflc Impact & Oreiations 0 CHELAN AVE NE Project Contact: TrisvorTakam, P.E. Planning/Building/Public TRAFFIC SIGNAL PLAN C = 06 & 01, OLA (FYA) D REN N HM- 9:7 147 D = 08 11 � SE ft Street Suite 200, Bellevue, WA 98004 AL Z VAIIIIIIII7 0 RENTON, WA WM Offleo rQ5) 889,6747 NO. REVISIO 1. EEJ Works 7Dept Phone: 425-250-01165 N BY DATE APPR F: Uo"") �"�A) 121 12, z � 01 05 �J 12 12" 12 FYA m(:�) m 02 06 12 03 NOT USED z Lo VEHICLE HEADS PEDESTRIAN HEADS 07 NEW: 1 IIOLA NEW: 21,22 NEW. 28 29 511OLC 41,42 48:49 04 08 711OLD 61,62 68,69 81,82 REL: 88.89 C-) 0 0 01, LLJ F-- F-- CS10) ftw- TE 49 Transportation Engin enng o hWest TrarmPortalon MannIng I DesIgn I Traffic Impact & Oioamtlans I I " SE ft S�eet, Suite M, Belv�ue, WA 98DM All office (425) M9-6747 Project Contact: TrevorTakara, P.E. Phone: 425-250-0865 NO. TERMINAL COMPARTMENT LUMINAIRE HD 22 GP5 2-VIDEQJ 1-3C(SH) PTZ I EXJB-T1 C� zy 'EX.1-41C F— --�9' a Ti 2". 2-5C PPB 28 726 72 �7 E jai S6 ON' 721 WALK 722 725 PED HD 28 1 L 1 -1 1 I PHASE DIAGRAM I L01 0, (01LAC) 02 06 03 NOT USED 07 08 VEHICLE MOVEMENT FLASHING YELLOW ARROW VEHICLE A40VEMENT PEDESTRIAN MOVEMENT PRE—EMPT A = 02 & 05, OLC (FYA) B = 04 & 07, OLD (FYA) C = 06 & 01, OLA (FYA) D = 08 REVISION JB-78 ; I i CAMERA 2 c 1-3c(SH), 5-5C 2! 3.5-.' lti-5C, 5-31CISH), 5-VIDEO 3": 81 14C TERMINAL COMPARTMENT S2 -VIDEO—r---.,� 2 V -3C(5 ED 1\ 2". 2" 1-5C .1-5C PED HD 29 �722WALW — — — — — — — — — C—ONTR—OLLER CABIN7ET VIDEO DEITCTION HUB AC+ SERVICE 502 AC- 511 �TO- INTERCONNECT S20 611 612 PHASE I 71-3- HD 11 621 622 PHASE2 HDS21,22 625 02 PHASE3 -63-3- NOT USED PHASES H0541,42 02 PHASES -65-- 3 HDS 51 ESS 661 -02 PHASE6 76-3 HOS 61,62 -66-5- 671 672 PHASE 7 6TT 71 675 682 PHASES NDS 81,82 685 721 722 PHASE 725 HDS28,2 29 ----726 727 74T 742 PHASE4 !3 745 HDSIS49 a 746 w Iz ZS 761 762 PHASE 6 765 HDS6B69 w 76-7- 781 782 PHASES 785 HDS 88,89 786 787 921 PHASE2 922 PRE EMPTION ;2_5 (NORTHBOUND) PHASE4 2 PRE-EMPTION NS EASTBOUND) 961 PHASE6 9-62- PRE-EMPTION 965 (SOUTHSOUND) u6 -T81 HASE8 K 98Y PRE-EMPTION -5T5- (WESTBOUNDI (Al OVERLAPA HDII 644 Stir 6B2 -iB,- OVERLAP B -684 NOTUSED 6B6 SO 6 OVERLAP C C3 HD51 6C4 �6CT 6DI VIDEOSURGE 6D2 3 SUPPREBOR 6D-3- OVERLAPD HD 71 4 T-419221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-419297 AIIIIII CITY OF %R) 0 RENTON F N� ONE Planning/Building/Public Works Dept. BY DATE APPR �RDMY 0 C) C) Z) .J 0') DO N qqT C:) CIP X r U) j- z w m NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 CHELAN AVE NE RENTON, WA 98059 TRAFFIC SIGNAL WIRING TS-02 DIAGRAM w a- cmiii� 0 0 LLJ NE IOTH ST & DUVALL AVE NE NW CORNER POLE DETAIL EXISTING FENCE TYPE I V POLE WII eS H 9"X9" 9AS�E 24" FOUNDATION PLAT E. PER WSDOT STD. J-20.1 1. EXISTING UTILITY POLE MOUNTED LUMINAIRE, UTILITY POLE IS 6" CLEAR ACK OF CURB OF PROPOSED TYPE PS CE OF CURB POLE FOUNDATION. EX RIW 7" REACH S4 '07.5' 1 0. 00 100 0' 0 �00 22. CENTER OF CROSSWALK 36" ROUND L -1 10.0' FOUNDATION PER WSDOT STD. J-26. 10. CENTE r C WALK TYPE It SIGNAL POLE WIT14 0 15 18"Xis" BASE PLATE lk-� SCALE IN FEET I NE IOTH ST & DUVALL AVE NE - SIM CORNER POLE DETAIL I 24" FOUNDATION WSDOT STD. J-20.1 1. TYPE PS POLE WITH 9"X9" BASE PLATE. -FX —RI�W REACH\. OF' CENTER OF CROSSWALK ENT 000 00 00(T 000 0 0 0 0 00 0 4.. 0 CENTER OF CROSSWALK EXISTING FENCE � FACE OF CURB BACK OF CURB 19*5' TYPE III SIGNAL POLE WITH 18"XIS" BASE PLATE. 36" ROUND FOUNDATION PER WSDOT STD. J-26.10. r;In FACE OF CURB BACK OF CURB 0 5 SCALE IN FEET uw- TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Opeemi I 1� SE ft S�eet. Suite 200. Bellevue. WA 98004 Off ce (425) M9-6747 Project Conlach Trevor Takara, P.E. Phone: 425-25M865 NE IOTH ST & DUVALL AVE NE - NE CORNER POLE DETAIL 36" ROUND FOUNDATION PER WSOOT STD. J-26. 10. CENTER Of CROSSWALK TY�E hill SIGNAL POLE WITH T IS-XI8- BASE PLATE. EXISTING FENCE 14.0 , \q � . n A G" I TYPE PS 40' POLE WITH 24" FOUNDATION 9"X9" BASE PER WSOOT STD. PLATE. J-20. 11. **t4 24 - FOUNDATIO PER WSDOT STD. j 20.11. BACK OF CURB FACE OF CURB CENTER OF CROSSWALK NE IOTH ST & DUVALL AVE NE - SE CORNER POLE DETAIL CENTER OF DGE OF 24" FOUNDATION CROSSWALK VEMENT PER WSDOT STD. J-20. 11. TYPE PS POLE WITH 9"X9" BASE PLATE. 1 7" REACH 7.0' 0 0 RWQ SCALE IN FEET 000000 " I , 0 , 00 o 00 0 0 00 TYPE PS 00 0 POLE Wi FACE OF CURB 00000 T 9"X9" BACK OF CURB 7.01 BASE PLATE. 9.5, CENTER OF CROSSWALK 1. REAC 8.5' 24" FOUNDATIO PER WSDOT S 36" ROUND S2 J-20. 11. FOUNDATION PER WSDOT STD. J-26.10. 1.5, TYPE III SIGNAL POLE Will 18"X?8" BASE PLATE. 7.0' 00000 EX RIW 7- CH TYPE PS POLE WITH 9"X9 BASE 0 5 PLATE. SCALE IN FEET POLEIPUSHBUTTON PLACEMENT NOTES 1. SIGNAL CONTRACTOR, CONCRETE CONTRACTOR, AND ASPHALT CONTRACTOR SHALL COORDINATE TO ENSURE THAT THE RELATIONSHIPS SHOWN BETWEEN THE SIGNAL POLE AND DIMENSIONED ELEMENTS ARE MAINTAINED. 2. PEDESTRIAN PUSHBUTTON SHALL BE ORIENTED SUCH THAT THE FACE or THE PUSHBUTTON IS PARALLEL WITH THE CROSSWALK THAT IT SERVES. 3. SIGNAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL CONFIRM THAT THE PUSHBUTTON IS NO GREATER THAN 10-INCHES HORIZONTAL CLEARANCE FROM ANY FACE OF CURB OR VERTICAL OBSTRUCTION. INTERCONNECT SCHEMATIC - DUVALL AVE NE Ex 72sMFO IN Q) EX CONDUIT Ex ONTROLLE EX EX 72S MFO IN EX FIBER CABINET Lill EX CONDUIT CA JB VAULT E=E] :D Uj z Lj EX 72SMFO IN DUVALL AVE NE EX CONDUIT EX NEW J" CONTROLLER CABINET FNOT TO SCALE EX 72SMF0 IN, NEW CONDUIT Muma�u ww Im Hi largewl"I Dwm CHEDIMM DATUM F N0T � l NO. REVISION BY DATE APRRwn�D sa� =R)�y T-419222 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 .j G IN 0') DO N Ict C:) r pej U) t— z w CITY OF RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98M TRAFFIC SIGNAL POLE PLACEMENT DETAIL 04 MAR 2022 0 0- w TS-03 ipi� N O O I w SIGNAL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH WSDOT STANDARDS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND ITS AMENDMENTS, WSDOT STANDARD PLANS, CITY OF RENTON STANDARD PLANS, AND THE NATIONAL ELECTRICAL CODE, ALL CURRENT AS OF THE APPROVAL DATE ON THESE DOCUMENTS. 2. THE LOCATIONS OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. THE CONTRACTOR SHALL SUBMIT MATERIAL APPROVAL REQUESTS TO THE ENGINEER AT THE EARLIEST POSSIBLE DATE. 4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND CITY OF RENTON IMMEDIATELY UPON DAMAGE. 1.1 7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. S. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 12. POLES AND FIXTURES SHALL BE DECORATIVE AND PAINTED USING PAINT CODE RAL9005TX. THIS THICKENED EDGE DETAIL WILL BE REMOVED 1M FUTURE CITY STANDARD PLANS. CITY WILL ERENCE WSDOT STANDARD PLAN _P26,1 SQ 1 FOR :ATIONS WFITHN SIDEWALK. THIS PROJECT DOES N( rE ANY TYPE II OR In SIGNAL POLES WTTHIN SIDEWAL THE DETAIL DOES NOT APPLY. POLE ORIENTATION AND ATTACHMENT POINT DETAIL UOCKW/SE 5 C1, ATTACHME. TO 4t, FROM O. NT O O ♦ p � 90' TYPICAL E1 O C SIGNAL ARM ATTACHMENT ALL HANDHOLES POINT AT 180' 0' + 180' POLE ORIENTATION ANGLE (P.O.A.I Eh24' DEGREES CLOCKWISE p4 v FROM OFFSET LINE TO P7W 0' POINT 0 BASE PLATE 0 R040W4Y P LOCATION STATION ISIGNAL STANDARD DETAILSI TI 9 9 I 0 I l i i l ro ; b I �n TYPE PS PED. HEAD STANDARD DocuSign Envelope ID: ADA0848440B84C5D-B9ED-E7OE51967ED2 POLE AND ALL RELATED HARDWAREI COMPONENTS SHALL BE LUMINAIRE. MOUNTING, SHROUD AND ARM PER- PAINTED RAT 9005TX"JET BLACK' UNLESS OTHERWISE SPECIFIED STO PLANS 117.1 AND 117.3. LUMINAIRE ARM BY CITY OF RENTON PUBLIC WORKS!TRANSPORTATION LENGTH PER DESIGN PLANS ENGINEERING GENERAL NOTES ! 1. ALL FFICC CONTROL DEVICES(NT:AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM t TRAFFIC CONTROL DEVICES SIGNAL H) F 2. VISORS HALLAND BE ESTRIANPAINTED TRAFFIC YELL W INSSHALL IDE OF IED SOR SHALL YELLOWVEHICLE FIAT SIGNAL HEAD TUNNEL 2 3 VISORS VEHICLE EHI LESIG AL HEADTRAFFI BE QUIPPED WITH VISOR SHALL C PAINTED KNEES BLACK Z/" - 3. ALLVEWITHlINCH HEAOREFLDS SHALL BEE YELLOW WITH 5 INCH BORDER FRONT THICKNESSPLATES SHALLBUMBACK PLATESWITH1INCHF BACK PLATES SHALL YELLOW TAPE BRAFFIC FRONT OF BACK PLATES SHALL BE PAINTED FLAT BLACK, BACK ANDPOPLATESSHALLBEPAINTEDTRAFFICYELLOW 4. BACKOF MASTL POLES ARM ANDPOLE MOUNTEDSIGNSOLTC AN D COVERS MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK 5. SIGNAL FOUNDATION INCSHALL MATCHHOR BOLT GONERS B. TOP OF FOLES ANDFOUDAIIONS SHALTOPL OFCURB QUIPPED WITH OR IDENTIFICATION WHICHEVER IS HIGHEST 7,. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139 1 D 2 4 r 2 2 D k J B5r r �`-J �j r B2 d B1 U 63 B B6 B7 89 B40 811 b D VERTICAL CLEARANCE TO ROADWAY NLQBV,ONTAL DISTA MIN. MAX. TOP NE T ) _I WIN-HEAD ALL 40 45' 50' 53'-180' $BECTIOR.H2" 16.5' 17.5 19.2' 209' 22.0' 4 SECTION II' 16.5' 17.0' 180' 197' 20.8' a POLE AND MAST ARM PER. MANUFACTURER'S PLANS ',OR MANUFACTURER'S PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE LICENSED e STRUCTURAL ENGINEER. MEASURED FROM B070M OF SIGNAL HEAD HOUSING TO OF ROADWAY THICKENED EDGE FOR FOUNDATIONS LOCATED AT THIN SIDEWALK: ANCHOR BOLT$ PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMO SIDEWALK THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS AT LEAST TWO FULL EADS. SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY B T TO ACCOMMODATE ANCHOR BOLT COVER Y" MINIMUM SPACE BETWEEN BOTTOM'OF.HEAVV-HEX NUT AND CONCRETE - r SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45,_ ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION CURB OR EDGE OF. SHOULDER __. I LIMITS OF VERTICAL CLEARANCE REQUIREMENTS NOTES TYPE11, Iff &ISO SIGNAL STANDARDS O1 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 .LEGEND SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY MOUNTING COUPLING INSTALtEDATOFFSET INDICATEDIN PI ANS. d. MAST ARM MOUNTED SIGN O FIELD INSTALLED. c. STREET NAME SIGN O LOCATION SHALL BE APPROVED By CITY OF RENTON PUBLIC. d. PREEMPT DETECTOR WORKSRRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND a' POST MOUNTED SIGN LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE I. LUMINAIRE DOES NOT EXIST tY o4 TYPE II, III, & SD SIGNAL POLE PUBLIC WORKS ELEVATION �FNTO2 DEPARTMENT SIGNAL STANDARD DETAIL CHART STD. NO. O REFERENCE ROADWAY FIELD LOCATION(6) TYPE MT. HT. MT. HT. MAST ARM SIGNAL MAST ARM DATA LUMINAIRE ARM(R) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTHS(FT) 2 REMARKS OFFSET DISTANCE (IT) NO (POLE Q TO ATTACHMENT POINT) WINDLOAD AREAS IT X Y (XKKKZ) STATION OFFSET LT.U..P.O.A. At A2 By 82 83 B4 95 86 B] B9 Bic Bit BT 92 B3 B4 B6 B] B9 BIG BIT TOTAL(FT'3 C I D I E1 F1 F2 Of 52 H It 12 3' RD.3' SO4' RD. S7 DUVALL AVE 16+47.5 40.5' X 0' 111 21 35 40' 39.5' 36.5' 28.5' 25.5' 17.5' 8.0, 11.6 5.0 9.2 9.2 10.5 1,648 8 ISO 15' 10' 10' FDN PER WSDOT J-26. 10 52 NE IOTH ST 31+21.0 21.5' X 0' HI 21 35 30' 26.5' 23.5' 18.5' 13.5, 10.0' 05' 11.6 5.0 9.2 9.2 13.5 1,248 8 180 11' 9' 9' FDN PER WSDOT J-26. 10 S3 DUVALL AVE 15+57.0 40.5'X 0' 111 21 35 40' 39.5' 36.5' 28.5' 25.5' 17.5' 7.0' 11.6 5.0 9.2 9.2 10.5 1,638 8 180 15' 10' 10' FDN PER WSDOT J-26. 10 S4 NE IOTH ST 32+46.0 26.0' X 0' It 21 25' 18.0' 21.0' 10.0' 13.0, 5.0' 9.2 5.0 9.2 13.5 931 180 11' 9' 9' FDN PER WSDOT J-26. 10 S5 DUVALL AVE 16+36.5 43.0' X PS (O 270 FDN PER WSDOT J-20. 11 S6 HE IOTH ST 31+27.0 24.5' X PS (1) 90 FDN PER WSDOT J-20. 11 S7 NE IOTH ST 31+28.5 19.0' X PS (1) 270 FDN PER WSDOT J-20. 11 58 DUVALL AVE IS+67.0 4-5' X PS (D 90 FDN PER WSDOT J-20. 11 59 DUVALL AVE 15+73.0 43.0' X PS 180 270 0 90 FDN PER WSDOT J-20.11 510 DUVALL AVE 1 16+32.0 44.5' X I I I I I I I I I I I 1 1 180 270 1 0 90 1 1 1 FDN PER WSDOT J-20. 11 (1) NOT APPLICABLE, PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT. (2) FOUNDATION DEPTHS ARE BASED ON AN ASSUMED 1,000 ESE ALLOWABLE LATERAL BEARING PRESSURE PER WSDOT STANDARD PLAN J-26.10. PROJECT GEOTECHNICAL ENGINEER IN THE PROCESS OF OBTAINING BORINGS TO CONFIRM ASSUMPTIONS AT TIME OF RESUBMITTAL. FINAL LATERAL BEARING PRESSURE RECOMMENDATION TO BE UPDATED WITH APPROVAL SUBMITTAL. (3) CALCULATED WINDLOAD FOR SIGNAL ARM PLUS AN ADDITIONAL 500 FT'3 FOR FUTURE UNKNOWN CONDITIONS. (4) VEHICLE SIGNAL HEADS SHALL USE TYPE "L" MOUNT PER THIS SHEET. 1TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact 80pemtiom I NIX SE B0 Street. Suite 200. Bellevue. WA 98W4 Off ice(425)889-6747 Project Contact: Trevor Takara, P.E. Phone: 425-25M865 NXo i No lowl"I Dwm man III DATUM NO. REVISION BY DATE APPR wo o. sa® =Ro,Xa. OCITY OF RENTON Planning/Building/Public Works Dept. T-419223 0 FOUNDATION PER WSDOT STANDARD g. PEDESTRIAN DISPLAY PLAN J-26.10 AND 12615. SPECIAL 'd. TERMINALCABINET DESIGN REQUIRED IF ALLOWABLE i. APS'PUSH BUTTON LATERAL BEARING I.. HANDHOLE PRESSURE IS LESS k. VIDEO DETECTION CAMERA THAN 1000 PER OR - AS NOTED IN 1. PTZCAM€RA WSDOTSTANDARD PLANS Chan/5/2020I 12 DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0) GO N V O O N r+ U) r z w NEW ELEMENTARY SCHOOL #16 as MAR 2022 v0 CHELAN AVE NE o RENTON, WA 98059 TRAFFIC SIGNAL POLE ~ Q TS-04 SCHEDULE d or 100 ° 147 nu4nl = JU.0 ARM LENGTH = 10.0' LAMP = 45W LED INITIAL LUMENS = 6,000 FIXTURE = GE ERLI DISTRIBUTION = TYPE 3 LLF = 0.85 HI = Z0.U- ARM LENGTH = 5.0' LAMP = 45W LED INITIAL LUMENS = 6,114 FIXTURE = AEL ATBO DISTRIBUTION = TYPE 3 LLF = 0.85 EX NE 10TH STio b.9 EX R/W Ht1UH1 = oa.D ARM LENGTH = 8.0' LAMP = 120W LED INITIAL LUMENS = 14,342 FIXTURE = CYCLONE DOMIA CY55PIA DISTRIBUTION = TYPE 3 LLF = 0.85 fTENW Transportation Engineering NorthWest Tmnsportalon eanning I Design I Trafflc Impact a apemtlons I I"SE ft Sheet, Suite HID, Bellevue, WA 981 office 1425180-e747 Project Contact: Trevor Takaro, P.E. Phone: 425-250-0865 L4 i. IW I W Z 0 w I Q I J J I i.e in in in .el .y 24 4.5 2.0 .z 44s 444A 3a .o is 4�4 s s s a b s4. �s1s�.5'a's a s 4 z4a .z 4.y 4.4.3 44s 4s 4s 4.s4n$ 4.s .44.z Q53s 3s.gs s3.33.z 3. Ls 4a 4a4 z4.z4a .z 4.34.44.4 .44.44 4a 4a .z 4.z4� 4.z 4.34.34.3 .z4a 4. 4 y4.34.34.34.3 .z 4.y .o i.9 i.9 4. 4.33.s .44s 44.44. 4ry .o .9 .7 vi. .9 4.IFIII4.6 44.44.34.z .o .9 .ei.s .5 7 s B� 4 z i i. .4 4. .i 4 4. 9 .4 . is Ion 4.a 4.7 .4 .z .1 1.4 .2 i. i. 4.s 4.e 4.s 4.34.y S8 I I I� � IW PROPOSED SIGNAL POLE MOUNTED LUMINAIRE HEIGHT = 35.0' ARM LENGTH = 8.0' LAMP = 120W LED INITIAL LUMENS = 14,342 FIXTURE = CYCLONE DOMIA CY55PIA DISTRIBUTION = TYPE 3 LLF = 0.85 00+1E EX R/W EX R/W HEIGHT = 35.0' ARM LENGTH = 8.0' LAMP = 120W LED INITIAL LUMENS = 14,342 FIXTURE = CYCLONE DOMIA CY55PIA DISTRIBUTION = TYPE 3 LLF = 0.85 EX NEW DESCRIPTION TYPE It SIGNAL POLE CAII: � SIGNAL POLE TYPE 111 PEDESTRIAN PUSHBUTTON O PS SIGNAL POLE i PPB SIGNAL POLE UTILITY POLE LUMINAIRE POLE M UTILITY POLE MOUNTED LUMINAIRE OSIGNAL POLE NUMBER N i 0 40 0 20 60 SCALE IN FEET am a 'M' 171%1 CITY OF RENTON man DATUM Planning/Building/Public Works Dept. r NM NO. REVISION BY DATE APPR a mwoixxr CALCULATION SUMMARY TARGEACTUAL DESIGN CRITERIA MIN. AVG. MAX. CALCULATION AREA MAINTAINED UNIFORMITY (FC) RATIO (AVG. /MIN.) DUVALL AVE NENE 1.50 4.00:1 fOTH S7 INTERSECTION (PRINCIPAL ARTERIAL INTERSECTION) 2.08 2.31:1 T-419224 R-4192100 IN COMPLIANCE WITH CITY OF RENTON STANDARDS n 0 O O N Q Z) J 0) OJ N V O O N r+ 00 H Z W m 7 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE 04 MAR 2022 0 o "° RENTON, WA 98059 NE 10TH ST/DUVALL PHOTOMETRIC CALCULATIONS ~ Q d TS-05 O W SIGN LAYOUT FLASHING BEACON TH BLACK sox BACKPLATE SPEED LIMIT LIMB $$-1 20 24"x48" i� *IF APPLICABLE, SOLAR PANEL ORIENTATION TO BE ADJUSTED PER MANUFACTURERS RECOMMENDATIONS. W Z �200' FROM IN ER ECTION W 1 Q W 1- of U Z Q W W—W W_W W_ Z D I— —D p U LEGEND EXIST. NEW DESCRIPTION FLASHING BEACON H POLE MOUNTED SIGN O TYPE FB POLE O POLE STANDARD NUMBER F NEW SIGNIRELOCATED SIGN SIGNING CONSTRUCTION NOTE ® SERVICE CABINET ----- CONDUITICONDUCTOR m JUNCTION BOX TYPE 1,2,8 FBI W— NE 10TH ST D p II N 3 3 III N 3 O N to I W I W I 3 i Q I N Z 3 I.� ,415' —FROM INTERS SID TIO WW a SIGNAL CONSTRUCTION NOTES (THIS SHEET CONSTRUCTION NOTES (THIS SHEET ONLY) CONSTRUCT FOUNDATION APPROXIMATELY 415' FROM THE CHELAN AVE NE At HE LOTH ST INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD PLAN J-21.16 WITH ONE FLASHING BEACON N T W IN —1 I THIS AND ONE MU CD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (SS ) ON POLE PER SIGN LAYOUT DETAIL, . S SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON. CONSTRUCT FOUNDATION APPROXIMATELY 210' FROM THE CHELAN AVE HE At NE 10TH S7 INTERSECTION PER WSDOT STANDARD PLAN J-21.10. LOCATION B2 SHALL BE FIELD VERIFIED BY CITY OF RENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. FURNISH AND INSTALL TYPE FB POLE PER WSDOT STANDARD PLAN J-21.16 WITH ONE FLASHING BEACON, AND ONE MUTCD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (S5-1) ON POLE PER SIGN LAYOUT DETAIL, THIS SHEET. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON. Oi SEE TRAFFIC SIGNAL PLAN, SHEET TS-01, FOR ADDITIONAL WIRING DETAILS. OINSTALL NEW CONDUIT AND CONDUCTORS TO EXISTING SERVICE CABINET. IF NO BREAKER IS AVAILABLE FOR THE FLASHER BEACON, CONTRACTOR SHALL INSTALL A NEW BREAKER INSIDE THE EXISTING SERVICE CABINET. 1TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Opemlions 11,IX SE B0 Street. Suite 200. Bellevue. WA 98004 Office (425)M9-6747 Project Contact: Trevor Takara, P.E. Phone: 425-250-0865 NO. REVISION NEW SIGN NOTES (THIS SHEET ONLY) Si INSTALL ONE (1) NEW 14"X30" S5-2 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. S2 INSTALL ONE (1) NEW 28'k48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET. 53 INSTALL ONE (1) NEW 28"x48" S5-1 SIGN ON NEW TYPE FB POLE PER SIGN LAYOUT DETAIL, THIS SHEET. S4 INSTALL ONE (1) NEW 36"X36" Si-i SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. S5 INSTALL ONE (1) NEW 24"X12" W16-9P SIGN BELOW SIGN S4 PER CITY OF RENTON STANDARD PLAN 129. SIGNAL GENERAL NOTES 1. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 2. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY IMMEDIATELY UPON DAMAGE. 4. SEE ACCOMPANYING PROJECT SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. THE PROJECT SPECIAL PROVISIONS SHALL BE CONSIDERED PART OF THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT SPECIAL PROVISIONS AT THE JOBSITE AT ALL TIMES. 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS PER CITY OF RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS, AND THEN CONTACT CITY ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 7. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 8. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS AND PEDESTRIANS. 9. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7 ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 10. FOR ALL SIGNAL COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425)430-7423. 3 W 3 Z I x CL w I �210 (FROM INTERSECTION W I Q J 131 I �G 1 Z I I z"z) a A BPPPPPPPP c d 53 PPP—P1 / I — Z �p Z �� P —P �—gpP U P p P P_In p�HP P —Pf_P �P—P—P—PPPP — �__P _ o� .. P P —PPPP� P I_ T—W—W—W—W—W—WW— NE 10TH ST DO+w SIGNAL WIRING SCHEDULE (THIS SHNE ACEWAY ONDUIT FLASH 4C .'IZE CON F J SCH80 PVC 1 1 0 SCH40 PVC 1 1 0 W— • EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. �cxo. amon w ,m p3/1%, Dwm man III DATUM BY DATE APPR P�em: sam =Ro,.a. SIGN LEGEND SCHOOL ZONE SPEED ZONE LIMIT S5� (24"x48") NEW NEW S5-2 52 Si-1 24"X30" WHEN S3 36"X36" Si FLASHING(Si) AHEAD NEW Wi6-9P 24"X12" SEE SHEET TS-07 FOR FLASHER BEACONS ON DUVALL AVE HE AND EAST LEG OF INTERSECTION I I M I I .1 I■,11nIIry1I II r I I INA, N 10 40 0 20 60 SCALE IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn OE N V O N r+ 1n t— z w CITY OF NEW ELEMENTARY SCHOOL #16 epic 04 MAR 2022 U 0 RENTON O Planning/Building/Public Works Dept. RENTON, WA 98059 CHELAN AVE NE FLASHING BEACON PLAN o ~ Q TS-06 NE 10TH ST d ipitoe"14T N N SEE SHEET TS-06 FOR FLASHER BEACONS ALONG NE 10TH ST I O0 r 3 OI p w ITT! I � I I I I I I I I I I I xl �I F i i i --�>—s - \` EX R/W s E� U W Q J U N Ftat \ NEW R/W a NEW R/M EX R/W — — — •EX R/M — — — — — — — — — — — — — 4— — — — — — — — — — -F -r - F G G G G� hI G F it i 3 2 2 1 >_ c1�G G— DUVALL AVE NE 17+00 18+00 DtTUU s n ��B B E E-- V IN @l'-e W WWW W X R W vI vI 3 al y130 FROM INTERSECTION SIGNAL CONSTRUCTION NOTES (THIS SHEET ONLY CONSTRUCT FOUNDATION AT APPROXIMATELY DUVALL STA. 26+87.0 PER WSDOT STANDARD PLAN J-21.10. LOCATION SHALL BE FIELD VERIFIED BY CITY OF 3 QRENTON ENGINEER PRIOR TO FOUNDATION EXCAVATION. RELOCATE EXISTING FB POLE, EXISTING FLASHING BEACONS, AND EXISTING SIGNS TO NEW LOCATION PER WSDOT STANDARD PLAN J-21.16. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING 19 OF FLASHING BEACON. FURNISH AND INSTALL ONE FLASHING BEACON AND ONE MUTCD SCHOOL SPEED LIMIT WHEN FLASHING SIGN (S5-1) ON EXISTING LUMINAIRE POLE PER SIGN 911� 3B LAYOUT DETAIL, SHEET TS-O6. CONTRACTOR SHALL COORDINATE WITH RENTON SCHOOL DISTRICT FOR COMPLETE SYSTEM REQUIREMENTS AND PROGRAMMING OF FLASHING BEACON. ORELOCATE EXISTING TYPE FB POLE, EXISTING FLASHING BEACON, AND EXISTING SIGNS TO NEW LOCATION. SEE FBI CONSTRUCTION NOTE. REMOVE EXISTING FOUNDATION TO 24" BELOW FINISHED SURFACE GRADE. FILL AND COMPACT VOID. S1 INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. O3 SEE TRAFFIC SIGNAL PLAN, SHEET TS-01, FOR ADDITIONAL WIRING DETAILS. O4 EXISTING TYPE FB POLE, FLASHER, AND SIGNS TO REMAIN. SIGNAL WIRING SCHEDULE (THIS SHEET ONLY) RACEWAY CONDUIT SIZE ILLUM. IFS FLASH dC GRND.* CONDUIT FILL ALLOW. FILL NO. I 2" SCH80 PVC 1 1 O.Sd 1.89 2 EX 2 1 1 0.54 1.69 3 EX 2 EX 2 1 1 0.65 1.89 EQUIPMENT GROUND MINIMUM SIZE #8 OR EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. 1ST OF THE EXISTING LUMINAIRE POLE FOR SCHOOL BEACON. NEW CONDUIT E CONNECTED TO EXISTING JUNCTION BOX AND WIRING CAN ST Ti- USE NG CONDUIT. uTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact& 0pemlions I14 SE Bih Street. Suite 200. Bellevue. WA 98W4 Off ice(425)W9-6747 Project Contact: Trevor Takao, P.E. Phone: 425-2510865 NO. REVISION WW SIGN LEGEND SCHOOL 700L SCHOOL SPEED SPEED SPEED HE LIMIT LIMIT LIMIT 20 20 255 2 W (24"X30") 5NEW 1 (36"X36") WHEN WHEN WHEN S2 FLASHING FLASHING FLASHING 53 RELOCATE EXISTING NEW AHEAD FLASHER BEACON FLASHER BEACON S5-1 NEW SIGN SIGN (24"Xd8") WI6-9P R1 E1 S 24"X12" 54 RELOCATE SIGN NOTES (THIS SHEET SIGN NOTES (THIS SHEET ONLY) R7 RELOCATE EXISTING FLASHER BEACON SIGN AND INSTALL ON RELOCATED TYPE FB POLE AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. EXISTING SIGN NOTES (THIS SHEET SIGN NOTES (THIS SHEET ONLY) E7 EXISTING FLASHER BEACON SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. NEW SIGN NOTES (THIS SHEET ONLY 51 INSTALL ONE (1) NEW 28"X48" S5-1 SIGN ON EXISTING LIGHT POLE PER SIGN LAYOUT DETAIL, SHEET TS-06. 52 INSTALL ONE (1) NEW 24"X30" S5-2 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. 53 INSTALL ONE (1) NEW 36"X36" SI-1 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. (]SD INSTALL ONE (1) NEW 24"X12" W16-9P SIGN BELOW SIGN S3 PER CITY OF RENTON STANDARD PLAN s.e wiown me«, IsCITYOF RENTON man III Planning/Building/Public Works Dept. BY DATE APPR scue ,0XgDn ,. DATUM W W I W—W—µ- 501 10 40 0 20 60 SCALE IN FEET LEGEND EXIST. NEW DESCRIPTION FLASHING BEACON H POLE MOUNTED SIGN O TYPE FB POLE O POLE STANDARD NUMBER F NEW SIGN/RELOCATED SIGN SIGNING CONSTRUCTION NOTE LUMINAIRE POLE ----- CONDUIT/CONDUCTOR m10 JUNCTION BOX TYPE 1,2,8 T-419226 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O O 0 I N Q Z) J (7) GO N V O O N r+ Do F- Z W M 7 NEW ELEMENTARY SCHOOL #16 as MAR 2022 v0 CHELAN AVE NE o RENTON, WA 98059 FLASHING BEACON PLAN ~ Q TS-07 NE 10TH ST d cGivi rn 0 w H TREE RETENTION SCHEDULE (SYMBOLS SHOWN AT 1' 20'-0•SCALE) SYMBOL DESCRIPTION OTY EXCLUDED SITE AREA -CRITICAL AREA(WETLAND) AND 100'BUFFER 127.685 SF / \ EXISTING TREES 3G•EVGo EXISTING EVERGREEN TREE TO REMAIN 9 I- DEC \ EXISTING DECIDUOUS TREE TO REMAIN 9 EXISTING TREES TO REMAIN SUBTOTAL 18 3 EXISTING LANDMARK CONIFEROUS TREE TO BE REMOVED 29 (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) EXISTING LANDMARK DECIDUOUS TREE TO BE REMOVED 5 30• (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) LANDMARK TREES TO BE REMOVED SUBTOTAL 34 - — — — EXISTING SIGNIFICANT CONIFEROUS TREE TO BE REMOVED 2W (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) EXISTING SIGNIFICANT DECIDUOUS TREE TO BE REMOVED 67 - L� T- 9 (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) SIGNIFICANT TREES TO BE REMOVED SUBTOTAL 271 nEVXEXISTING NON SIGNIFICANT CONIFEROUS TREE TO BE REMOVED 15 Nyy (DETERMINATION OF SIGNIFICANCE BASED ON SIZE) g C� EXISTING NONSIGNIFICANT DECIDUOUS TREE TO BE REMOVED 22 n (DETERMINATION OF SIGNIFICANCE BASED ON SIZE) 0 yy NON SIGNIFICANT TREES TO BE REMOVED SUBTOTAL 37 s GG REPLACEMENT TREES CALCULATION 3= MIN.2- CAL. DECIDUOUS REPLACEMENT TREE 98 / •TREES IN PROPOSED PUBLIC STREETS -12 a 'TREES IN REQUIRED LANDSCAPE AREAS (PARKING LOT &BUFFERS) 4812=-24 UP TO 50% MIN. 6' HT. EVERGREEN REPLACEMENT TREE 117 •TREES IN REQUIRED LANDSCAPE AREAS (PARKING LOT &BUFFERS) -8612=43 UP TO 50% REPLACEMENT TREE SUBTOTAL 136 DIFFERENCE BETWEEN REQUIRED REPLACEMENTS&TOTAL PROVIDED (37&136=242) 'FEE -IN -LIEU TO REPRESENT COST OF 242 TREES NOT PROVIDED miilim— 0 I-\ A � a n" a a �a R" 0) O O O O O N Rem" DO DO V O O N x F IIII LU ZI SCALE:1"=50'-O" Z NOTE: 0' 25' 50' 100, 200' (91 1. REFER TO L0.1 FOR TREE RETENTION R-4192103 WORKSHEET AND TREE PROTECTION DETAIL. 2. REFER TO L0.2 FOR CALCULATIONS, NOTES IN COMPLIANCE WITH CITY OF RENTON STANDARDS AND REPLACEMENT TREE SCHEDULE. CURRENT PLANNING O DEVELOPMENT ENGINEERING Al ez Mo organ 4/1222 � msi O 04/13/2022 re HH In r LU w 0*7� WEISMANDESIGNGROUP w Im/1NO �CITY OF NEW ELEMENTARY SCHOOL#16o4 MAR zozz OQ RENTON CHELAN AVE NE RENTON, WA 98059uNcsurE 329EMPDISGNSf dos-32z-n3: Ko"`_ DATUM TREE RETENTION aCHUM IlE WAN112 MNEE�� N0. REVISION BY DATE APPR ��TY G NO � Planning/Building/Public Works Dept. �NLQ,Q OVERALL PLANw AR 104 �14T CD v O 17 W I — TREE PROTECTION DETAIL IWEISMANDESIGNN STpIIGROUP �ARCHRlUiNDSFCTURF NE 329EM� 1� 12 po '22 AWp6NUOM ED LY Print Form lt� I save Form DEPARTMENT OF COMMUNITY iRe o AND ECONOMIC DEVELOPMENT TREE RETENTION WORKSHEET Planning Division 10555outh Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 1 499 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 trees Trees in proposed public streets 21 trees Trees In proposed private access easements/tracts trees Trees in critical areas' and buffers 208 trees Total number of excluded trees: 229 trees 3. Subtract line 2 from line 1: zoo trees 4. Next, to determine the number of trees that must be retained°, multiply line 3 by: 0.3 in zones RC, R-1, R-40 R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 81 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposings to retain°: 18 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 63 trees 7. Multiply line 5 by 12" for number of required replacement inches: 756 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise entero) inches per tree 9. Divide line 7 by line 8 for number of replacement treess: (If remainder is .5 or greater, round up to the next whole number) 378 trees s Measured at 4.5' above grade. ' A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. I Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. a Count only those trees to be retained outside of critical areas and buffers. IThe City may require modification of tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2n) caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.11.1.e.(il) for prohibited types of replacement trees. 1 H:\CED\Data\Farms-Templates\Self-Help Handouts\Planning\Tree Retention Wor eheet.doa TREE PROTECTION NOTES 1. A 6-FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED WHERE SHOWN ON PLANS A MINIMUM OF FOUR BUSINESS DAYS PRIOR TO THE COMMENCEMENT OF WORK OR SITE DEMOLITION. VERIFY LOCATIONS WITH CIVIL. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED PLANS. 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. LIMIT INTRUSION INTO TREE DRIP ZONES WHEN POSSIBLE. FILLING, EXCAVATING, AND CLEARING WITHIN FENCED AREAS MUST BE ACCOMPLISHED BY HAND METHODS ONLY. 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 4. PER RMC 44-130-H.9.f, ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH MINIMUM OF THREE INCHES 13") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. 08/2015 RESTRICTIONS TREES TO BE PRESERVED SHALL BE DESIGNATED IN ACCORDANCE WITH APPROVED TREE PRESERVATION PLAN ON FILE WITH THE CITY OF RENTON. DESIGNATED TREES WHICH ARE DAMAGED OR DESTROYED SHALL BE REPLACED IN ACCORDANCE WITH RMC 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS, OR AS HEREAFTER AMENDED. KC ME u mTY NO. REVISION BY DATE APPR ;„ v" ACCORDINGLY n CA 0 O O O 0 N a CD DO N V O O N R-4192104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/13/2022 N%I I I to r z W U CITY OF NEW ELEMENTARY SCHOOL #16 o4�MAR zozz Oo FRK 11!CHELAN AVE NE _ i— RENTON RENTON, WA 98059 DATUM O NO Planning/Building/Public Works Dept, TREE RETENTION LO.1 VeIr WORKSHEET & DETAIL "x W a CL W TREE RETENTION CALCULATIONS AS PER THE CITY OF RENTON TREE RETENTION REQUIREMENT (RMC 44-130.11.1). THE PERCENTAGE OF TREES TO BE RETAINED IS AT LEAST 30% OF THE SIGNIFICANT TREES IN R-8 ZONES. TOTAL # SIGNIFICANT TREES (OVER 6- DIAMETER, OR ALDER /COTTON WOOD AT LEAST 8" DIA.): 499 TOTAL # EXCLUDED TREES (TREES IN CRITICAL AREAS / BUFFERS & PROPOSED PUBLIC STREETS): 229 SUBTOTAL TREES TO BE COUNTED (499 - 229): 270 REQUIRED # TO BE RETAINED (270 - 0.3):(81.0) 81 TOTAL # SIGNIFICANT TREES PROPOSED TO BE RETAINED: 18 PERCENTAGE OF TREES TO REMAIN 08 / 270): (6.66) 7% # REQUIRED REPLACEMENT INCHES (81.0 -18. 12k (756.0) 756 # REPLACEMENT TREES REQUIRED (MIN. 2" CALIPER TREES REQUIRED FOR REPLACEMENT) (75&0 / 2): Q78.0) 378 TREE DENSITY CALCULATIONS AS PER THE CITY OF RENTON TREE DENSITY REQUIREMENT (RMC 44-1 SOMA), THE REQUIRED MINIMUM TREE DENSITY IS 2 SIGNIFICANT TREES PER 5,000 SF. PROJECT SITE: 484329 SF PROJECT TREE CREDITS REQUIRED (484329 / 5000): 97 PROJECT TREE CREDITS PROVIDED ('I8 EX. SIGNIF. TREES TO REMAIN + 134 REPLACEMENT TREES): 152 TREE RETENTION NOTES 1. SEE CIVIL GRADING PLANS FOR TREE PROTECTION FENCING. ALL TREE RETENTION, PROTECTION AND CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH RENTON MUNICIPAL CODE (RMC) 44-130 TREE RETENTION AND LAND CLEARING REGULATIONS. 2. PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC 44130H FOR ALL EXISTING TREES SHOWN TO BE SAVED. 3. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREE DRIPLINES. 4. WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING/ GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. IWEISMANDESIGNON STPLIIGROUP �ABCHIILANDSFAPE CNBF 329EM�1N12 NWWM9OHUOM REPLACEMENT TREES EVERGREEN TREES KIM BOTANICAL / COMMON NAME ACER MACROPHYLLUM 810 LEAF MAPLE LIRIODENDRON TULIPIFERA TULIP TREE NYSSA SYLVATICA 'BLACK TUPELO' SOUR GUM POPULUS TREMULOIDES QUAKING ASPEN TILIA CORDATA 'CHANCELLOR' CHANCELLOR LINDEN STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA BOTANICAL / COMMON NAME PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' VANDERWOLF'S PYRAMID PINE PSEUDOTSUGA MENZIESII DOUGLAS FIR THUJA PLICATA WESTERN RED CEDAR REVISION S17F CONDITION/REMARKS OTY MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED 9 MIN. 2.5" CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. 18 MIN. 2.5" CAL., 14'-W MIN. HT. MATCHED, B&B., WELL BRANCHED 25 MIN. 2.5" CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. 27 0 MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. 15 O O O MIN, 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. 4 O 0 N SIZE CONDITION/REMARKS r d MIN. 6'-8' HT. MATCHED, B&B., WELL BRANCHED 3 MIN. 10'-12' HT. FULL AND BUSHY TO BASE, B&B OR CONT. 69 MIN. 10'-12' HT. FULL AND BUSHY TO BASE, B&B OR CONT. 45 O W N V O O N U R-4192105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 O cl) r z w 0 AVI CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Q � Planning/Building/Public ' RENTON Works Dept. CHELAN AVE NE RENTON, WA 98059 CALCULATIONS & NOTES & REPLACEMENT TREE SCHEDULE BC d KC WE�DATUM N L0.2 °"mlTY I� kG�L. BY DATE APPR nR a n rn 0 0 0 0 0 N a rn OD N V O O N X n rn 0 0 0 0 0 N a rn OD N V O O N X O w H ' 1 6' HT. CHAIN LINK FENCE, BLACK VINYL. \ ' HOLD FABRIC 12" ABOVE GRADE. 6' HT CHAIN LINK FENCE, BLACK VINYL. HOLD ' ' FABRIC 12" ABOVE GRADE. ALL FENCING INSTALLED IN WETLAND BUFFERS MUST 1 L4.0 BE HAND DUG WITH HEAVY ' OF EQUIPMENT USE IN BUFFER OR WETLAND ' ' 6' HT. C AIN LINK FENCE, BLACK VINYL. 1 ' 0 HOLD FA IC 12" ABOVE GRADE. NO L L _ POST- -�= 1 1 1 1 1 II -may_ 1 1 _ - II ■ II 1 IWEISMANDESIGNGROUP �AMOVIEMIRE 3S9EM�IN12 NWWM9OHUOM KC � DATUM LTy NO. REVISION BY DATE APPR CR v" ""�"" AVI CITY OF 'R RENTON Planning/Building/Public Works Dept, 0 0 I N Q J rn rn 0 0 CD 0 0 N a rn GO N V O O N X SCALE: 1"=20'-0" Z 0' 10' 20' 40' 80' R-4192108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 (91 r z w U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Oo CHELAN AVE NE RENTON, WA 98059 SITE PLAN w ENLARGEMENT d I7 EQUAL (EQ)J SPACING Iv II BENCH TYPE A, TYP IE OF (3), SEE SPECS PICNIC TABLE TYPE A,— �� TYP. OF (2), SEE SPECS It M TRASH & RECYCLING 4 RECEPTACLES, L4.6 TYP. OF (2) PICNIC TABLE TYPE B.— TYP. OF (1), SEE SPECS 1 n n — 1 - 1 1 ¢1 1 2 I\ 4n)RE DUVALL AVE HE �T WEISMANDESIGNGROUPRu �p IION STPLI�A� y �AMCHITILANDSEMIRF PE 3S9EM� 19012 NWNM9OHUOM 9yo�o� 6" WIDE - CIRCLE STRIPING CITY OF RENTON �� DATUM LILY Planning/Building/Public Works Dept. FNWONENCK Z 0' 10' 20' 40' 80' R-4192109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT r Z W 7 U 04 MAR 2022 O P�". w -1.3 B' HT. CHAIN LINK FENCE, 1 BLACK w V1HOLD 2" �_ \ FABRIC ABOVE GRADE. FENCINGALL INSTALLED 1 w ` WETLAND BUFFERSMUST BE 1 ` \ HAND DUG WITH NO HEAVY 1 EQUIPMENT USE IN BUFFER V OR WETLAND 1 \ ♦ NO INN .v... /ET1F E E � VE E E E E E E E F F F ,Eyv 1 E f E f f F F e e e F e e •F/ <- le e F _k7m 1 e e e e E F / kWETCANgE e A E E E E f f fl 6' HT. CHAIN LINK FENCE, 1 �ywlw \ v BLACK VINYL. HOLD L4.0 1 y \ v ISTINP TRF�ES TO \ _ FABRIC 1T ABOVE GRADE. \ REMAIN, r -qy.� \ _ ALL FENCING INSTALLED IN _�_.� I/ WETLAND BUFFERS MUST BE 1 / -_-t HAND DUG ' NO HEAVY 414USE A ��A \---60r- - / EQUIPMENT USE IN BUFFER 1 OR WETLAND -6 PA -0 - C� 1 9Q��_ 2 T1 ---- - 1 1 -t-4 RAl�WOOD FENC - -.- �E--WT — YL-CHAIN AC"N 4 FABRIC -�- - -RA 4-'_sue` _- END -RAIL WOOD F CE IN APPROX. OCATION or �.� � Tr iAIN INN r '©, ` �f 4. E„ I LAC V1 o` FF /9 F F ALT WA ING f F`f f e\F \rf k e e S f \r I TAR I OOD-v IWEISMANDESIGNSONnPLI�GROUP �AMCHVUkNDSIEMRF APE 3S9EM�1N12 NWWM9OHUOM mej REVISION TYPE 3—RAIL D WOOD GATE, L4•1 1 PA �\ CONCRETE 4 1 1 11 1 CURB WALL L4.3 1i oa�xx KC uamTY BY DATE APPR m avau� w Iffim � � DATUM OCITY OF RENTON Planning/Building/Public Works Dept, n rn 0 0 CD CD 0 N a GO N V O N 80' z 0' 10' 20' 40' R-4192110 II![Ka]LIuq/_V[y:14911:Eel IvL♦laV:IIIlls] 66iIfni I!1U:lV 111 DEVELOPMENT ENGINEERING msippo 04/13/2022 cl) F- z w U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Q CHELAN AVE NE :7 RENTON, WA 98059 SITE PLAN ONVWNG NO Ll cr ENLARGEMENT .4 w d 0 w �7�� 1 1 `1 1 1 CIRCLE 1 STRIPING r ■ IWEISMANDESIGNGROUP Pm MCHILANDSFEMIlE PE 3S9EM�IN12 P/WWM9OHUOM a� Ne INN I O CITY OF KC RENTON M DATUM `"mTy Planning/Building/Public Works Dept, NO. REVISION DY DATE APPR CR v" ""°'C""" SCALE: 1"=20'-0" Z 0' 10' 20' 40' 80' R-4192111 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msipp( 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT r Z w 2 U 04 MAR 2022 C! 0 "�K L1.5 W N rn O w H SITE IMPROVEMENT LEGEND (LEGEND SHOWN AT 1"=20'—O" SCALE) SYMBOL NOTES SCORE JOINT CONCRETE PAVING ACCENT PAVING PER DETAIL '6' ON SHEET L4.2 FxPAN�InN JrnNT i ice//��/rN SEE SITE PLAN FOR JOINT AND SCORING PATTERN, SEE CIVIL DETAILS AND SPECS FOR CONCRETE SLABS, ASPHALT PAVING SEE CIVIL DRILL SEEDED TURF SEE PLANTING PLANS PRS SOS U GRASS PAVEMENT SEE DETAILS AND SPECIFICATIONS L43 SYNTHETIC TURF PLAYGROUND SEE DETAILS AND SPECIFICATIONS 4 5 SURFACING L4.5 L4S WOOD CHIP PATHWAY SEE DETAILS AND SPECIFICATIONS L4.2 5 3 GRAVEL PAVING SEE DETAILS AND SPECIFICATIONS L4.5 BLACK VINYL CHAIN LINK FENCE, 6' HT SEE DETAILS AND SPECIFICATIONS L4.O BL HCTK VINYL CHAIN LINK FENCE, SEE DETAILS AND SPECIFICATIONS L4.0 BLACK VINYL C.L. FENCE, 6' HT. SEE DETAILS AND SPECIFICATIONS 1 HOLD FABRIC 12" ABOVE GRADE. L4.O BLACK VINYL C.L. FENCE, 6' HT. SEE DETAILS AND SPECIFICATIONS 1 HOLD FABRIC 12" ABOVE GRADE. L4.O NO POST FOOTINGS. 3—RAIL WOOD FENCE WITH BLACK SEE DETAILS AND SPECIFICATIONS 1 VINYL CHAIN LINK FABRIC, 4'-2" HT L4.2 SEAT BOULDERS SEE DETAILS AND SPECIFICATIONS 2 L4.4 SALVAGED LOGS NUMBERS INDICATE APPROX. 4 LENGTH OF LOGS SEE DETAILS L4.4 AND SPECIFICATIONS TRASH & RECYCLING SEE DETAILS AND SPECIFICATIONS 4 RECEPTACLES L4.6 BIKE RACK SEE DETAILS AND SPECIFICATIONS BENCH SEE SPECIFICATIONS PICNIC TABLE SEE SPECIFICATIONS TABLES & CHAIRS SEE SPECIFICATIONS STRIPE COLOR ALL PAINT STRIPES TO BE 4" WIDE, UNLESS B = BLUE W = WHITE OTHERWISE NOTED. SEE SPECIFICATIONS & DETAILS 0 = ORANGE Y = YELLOW CHALK STRIPING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PAINTING. PLANTING AREA SEE PLANTING PLAN IWEISMANDESIGNON STPLIIGROUP �AMCHITLANDSEMIRF APE 3S9EM�1N12 NWWM9OHUOM GATE SCHEDULE GATF TYPE OTY. ITEM DESCRIPTION A 2 BLACK VINYL CHAIN LINK SINGLE SWING PEDESTRIAN GATE B 1 BLACK VINYL CHAIN LINK DOUBLE SWING VEHICLE GATE C I BLACK VINYL CHAIN LINK DOUBLE SWING VEHICLE GATE D 2 3—RAIL WOOD SINGLE SWING GATE WITH CHAIN LINK FABRIC E 7 3—RAIL WOOD DOUBLE SWING GATE WITH CHAIN LINK FABRIC F 1 3—RAIL WOOD DOUBLE SWING GATE WITH CHAIN LINK FABRIC G 1 VEHICLE PIPE GATE H 2 BLACK VINYL CHAIN LINK SINGLE SWING PEDESTRIAN GATE GENERAL NOTES 6' HT., 4' WIDE. SEE 2 SPECIFICATIONS AND DETAIL. L4.O 6' HT., 28' WIDE. 90 DEGREE 3 SWING IN AND OUT. SEE L4.0 SPECIFICATIONS AND DETAIL. 6' HT., 8' WIDE, 180 DEGREE 3 SWING. SEE SPECIFICATIONS AND L4.0 DETAIL. 4'-2" HT., 4' WIDE. SEE 2 SPECIFICATIONS AND DETAIL L4,2 4'-2" HT., 8' WIDE. SEE 3 SPECIFICATIONS AND DETAIL. L4,2 4'-2" HT., 12' WIDE. SEE 3 SPECIFICATIONS AND DETAIL. L4•Q WIDE. SEE SPECIFICATIONS AND DETAIL. L4.1 AN 6' HT., 3' WIDE. SEE 2 SPECIFICATIONS AND DETAIL. L4.O 1. DO NOT SCALE DRAWINGS. 2. REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY AND ADDITIONAL LAYOUT INFORMATION. 3. REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT INFORMATION. 4. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 5. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM DOCUMENTED ON —SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6. STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM GRIDLINES, FACE OF BUILDING WALL, BACK OF CURB OR COORDINATE POINT AS SHOWN ON PLAN. 7. WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS TO ASSUME THEY ARE 0" (E.G. 12' = 12'—O,). & MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, RAMPS, WALKS, SITE FURNITURE, ATHLETIC EQUIPMENT, ETC. FOR APPROVAL BY ARCHITECT, PER SPECIFICATIONS, PRIOR TO INSTALLATION. KC I� DATUM u STY NO. REVISION BY DATE APPR na v" ""°RU""" n C) 0 O CD O O� N a CEI GO N V O O N R-4192112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 m r z w Q O U CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 RENTON CHELANAVE NE �x RENTON, WA 98059 ONVWNG NO Planning/Building/Public Works Dept, SITE IMPROVEMENT LEGEND AND L� .6 Q GENERAL NOTES w sa ,,_ °".._ d rn v O w H I I �� r�=-r---------- �r7 _--------------- F 9 cT F ,,,.;y,,. ram. IT �I � �A 333 i IF / '\ \ RERz - TO yy T D TO PING TI 6 MiffiW PTiAREA OF J CRIMCAL -15 100STMW.PSETBAtIt ui GPTgF PROTE RC M6a P ITCP THE ATEST EXTENT Po �L c m w so w_ _ Suw 5& ssss �x ss - —� 44=L2 1 :_.... ......:.: ._ ...... '�• '�"A iw ■ -'sue ■ � �,+t®��bti PAY �'�'� IWEISMANDESIGNGROUP �AMCHffEMRE LANDSAPE 3S9EM�IN12 R/WWM9OHUOM mej REVISION DUVALLAVE. NE BY I DATE I APPR — KC SCALE:1"=50'-O" Z 0' 25' 50' 100, 200' NOTE: REFER TO L2.1 FOR PLANTING NOTES AND L2.6 AND L2.7 FOR PLANTING SCHEDULE AND ADDITIONAL DETAILS. JO °"" CITY OF RENTON � � UATUM L—LY Planning/Building/Public Works Dept. F NOT ONE NCR ScIff AD n rn 0 0 CD Q Q N a CD 00 N V O O N R-4192113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING O Alex Morganroth, 4/12@2 msippo 04/13/2022 In F- z W 7 U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 ono CHELAN AVE NE RENTON, WA 98059 CR%fflNG NO PLANTING LZ.O BE OVERALLPLAN w BE 7 O W I— -ssso W�w ww w. ww -- j-0--------------- t CHELAN AVE NE 55SSSS SS �CIS �—SS cgs MGM SSS SS- JON (I I �► IBC; �:��! OZ" ll II i II II 11: _ 1y f � .oSCwYM`9® ilal LN� 2 0► ��I■■■IME Vie. � L ■ IF �� °°�QI■I■I■liii �141III,I $R■�.L�.■ii ■ 1^111 `� � ii�iil�i� eit 11�,11,1, _�� i ■ DI%I%Iih j j �F, I0 �Olililiiiii ■ ■ r°�l1111�■Ij�joll�i�i�i�il�il'i� �� i� 1 a�%"iliiiii 01■■I■iiiiG ■�: ■ ��oo 'I hl�I�liiiia ■4 �!� t �i.� ■!'3'll nihi�/i ■ ° �� ■RgRLI�iI�� yaR _ 9 i ........... X X X X X X XaX X / < X \ I I I I I Ss 0 a+ a a ■Uaa a 4 fYAa a frli4 ■ dAill T ®Ailll ■! 111 ■Ifill 9a�5 �I■ l�aaq ' \ �► / F3 .�t + — — — — —.— — —u : �. ';';';;...';' r ;... .1 1 1 1 ->>;>;t;>;>;F �a a LL e ---, GENERAL PLANTING NOTES: b 1 1 1 1 1 1 i 1 .. _ _ _ _--__ Q 6�.. CC -- r P si u firt �s �� J b'F'-U3 .:Sh ^-. .. �. ... . .OF :.. r ,,, . . ----_. .. - r�r - - 1 oN IF L DUVAL AVE HE 1 _ = - lIll ---------------—�=------- r=-- 0*7� WEISMANDESIGNGROUP CITY OF RENTON NOSGPF 3S9 E MPDISON ST 3]S-1]33 KG �� UATUMaCHaEMRE WAN112 Y IIIOOY N0. REVISION BY DATE APPR BAR Planning/Building/Public Works Dept. 1. ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH FULL COVERAGE FOR PLANT ESTABLISHMENT. 2. ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITE CONDITIONS AND SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK (ANSI 760.1). TREES ARE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST." 3. MINIMUM TREE REQUIREMENTS: 2A ALL TREES SHALL BE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST." 2.1 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, STREET TREES AND REPLACEMENT TREES: 2 IN. DIA. MIN. 2.3 STREET TREE SPACING: 30 FT. O.C. 2.4 ONE TREE SHALL BE PLANTED FOR EVERY SIX PARKING SPACES WITHIN THE INTERIOR LOT. Cl MINIMUM SHRUB REQUIREMENTS: 3.1 MIN. 2 GAL CONTAINER 3.2 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, AND STREET FRONTAGE: 1 SHRUB PER 20 SO FT. OFLANDSCAPED AREA 3.3 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, AND STREET FRONTAGE: UP TO 50% MAY BE DECIDUOUS. 5. MINIMUM GROUNDCOVER REQUIREMENTS: 4.1 MIN. 4 IN. POTS, TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS. 6. WHERE GROUNDCOVER IS INDICATED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS. START FIRST ROW 10" FROM EDGE OF BED. 7. A TOTAL OF 8 IN. DEPTH TOPSOIL RICH IN ORGANIC MATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPE AREAS. 8. A TOTAL OF 3 IN. DEPTH MULCH SHALL BE INSTALLED IN ALL NEW TREE, SHRUB AND GROUNDCOVER AREAS. 9. SLOPES SHALL NOT EXCEED 3:1 FOR LAWN AREAS AND 2:1 FOR OTHER PLANTED AREAS. 10. ALL LANDSCAPE AREAS SHALL HAVE ADEQUATE DRAINAGE. EXISTING TREE PROTECTION NOTES: 1. PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC 4.4.130.H FOR ALL EXISTING TREES SHOWN TO BE SAVED. REFER TO CIVIL PLANS FOR TREE PROTECTION LOCATIONS, DETAILS, AND SPECIFICATIONS. 2. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREE DRIPLINES. 3. WRITTEN NEED FOR REMOVAL OR REVISED ANDSCAPE AND CLEARING/GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. SCALE: 1"II Z 0' 10' 20' 40' 80' R-4192114 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING FIR msi000 04/13/2022 ' NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT n CD O O O O O N a C) 00 N ,It CD N i+ F Z W U mm 04 MAR 2022 O 0 °�K PARN L2.1 W O w H 1 ;�11frf �� ;,�;;;,,%' �♦ S ... IWEISMANDESIGNSONST�GROUP �AMCHITEMIRF 3S9EM�1N12 NWWM9OHUOM KC � DATUM u "mTY NO. REVISION BY DATE APPR na v" CITY OF ' RENTON Planning/Building/Public Works Dept. n rn 0 0 CD 0 0 N a rn 00 N V O O N X Z 0' 10' 20' 40' 80' R-4192115 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ppo 04/13/2022 %%I r z w U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Oo �o CHELAN AVE NE RENTON, WA 98059 WGEI DRWG NO "L2 2 PLANTING PLAN w ENLARGEMENT d 7 O W 101J N 1 'i � 1 MULTI —USE FIELD 1 � � 1 �> > 1 1 � � 1 \ 1 � 1 1 1 1 1 K `X" X *X X LJC X X— "' ^ + iX X �' i ............... 1.'. ............... ... c ... ..........:........ ..... c's . m .......... - ..'. `. IWEISMANDESIGNGROUP IANDS�AMCHITEMIRF PE 3S9EM�1N12 R/WWM9OHUOM ■ \ CITY OF kD RENTON �� DATUM `"mTy Planning/Building/Public Works Dept, NO. REVISION BY DATE APPR na v" "°`°'�"°L` t` O O O O i N Q J n CD O CD CD 0 0 N a rn DO N V O O N r+ 80' (E Z 0' 10' 20' 40' R-4192116 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 O r Z W 7 U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Q �o CHELAN AVE NE RENTON, WA 98059 3 PLANTING PLANL2 w ENLARGEMENT d i N=TOR 7i---=---------------------------------------� W741111 ,;; "ss;iss " sSST 1 s "s;Nib » , s f, "sEE"s"s"s"sEE"s"s"s's's's;;;;;;E�r.�r,,,, �; ;;x 1 N'zf.!': ii::,:ii::::i,,,`h.',ii:�:::'":::7,',.'<:::�ii::,'ii„>.w,6L�i:: ; ;;s;;'; 1- "p 3 1 „S'; _ 1 7 S;, 1 X ti IE; ,Sn i 1 1 y, �1' 1 .2 `- � , "", ♦♦ • • ;;:z; + LAND C C TG YI e e e l+ e < e e �+T +• le el F �FF�;; e e e e e q F+ e e+ la - e e F=— ,,,�,x„ - a .Yf"Sf1.4i4%,,,,;;;>M'SSS WNW I IV r x ...............;; (.7;Tz ; 1 \�. 4 (ry p 1 } i i iiiiiiiii iiiiiiii G; O 1 ac,u'iiii::i i::,% iiiiii iiiiii iiii rr,;;;;r,;; ;;,'sr,';' ,,,,,,,,, � "%s.,,,,,.:♦'s's;',;;;;;;;;;;;;'s, 1 'ss';%'s;;;;;;;; 1 „ _ 'd ;:?S'SS,%;',7�'„Y,Y,;;;;;s„Y, ♦ „YSSSiiiiSiiiii5ii 17 MIT, ♦ ;Y,;;;Y,Y,;;;;;;J�; 5;2;�; / ♦ 1 SSs , „ ,,,,,,,,,,,SY ;;; ,',i;; ,,,;5;:,;Y,;,,'�,,, ,,,,,,,,,,,, ,,,,. 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REVISION BY DATE APPR �� DATUM L AVftL CITY OF RENTON Planning/Building/Public Works Dept, n rn 0 O O O O N a O OJ N V O O N Nis Z 0' 10' 20' 40' 80, R-4192117 IZ[KU L IuU_V [a]:IIN:"Ival�Ia:I:IKi Ills] 66iIfni z1U:l V Bli IEVELOPMENT ENGINEERING msippo 04/13/2022 O 0 r z w U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 OHK vamp CHELAN AVE NE RENTON, WA 98059 4 PLANTING PLAN w ENLARGEMENT L2 o_ — — — -- i +— --- _ , .�� im w ONO uIo—, PROVIDE'"IMPORT TOF�§01L AND SEED DISTURBANCE` _ . �- .. .. \ a—�4i—TO' LIMITS OF � PROVIDE IMP RT ' ss sS SS SS -) \ A\ VA\ f F T�UkTC1iE ISTING I VA AV A — CONDITION T LIMITS nl¢rl IRIs Wool a \ \\.� YVVV V\�\VAV AV\A ��A\VA��V�XVAV PROVIDE IMPORT TOPSOIL AND SEED DISTURBANCE LIMITS OF DI STURBANCE r x a �� XXOFFSITE WORK Scale: 1 "=20'-0" \ � X _ A x v . .... � wA . X z . I _ w w _ _ _ _ _ ' -NIIN _�J_ J I �0 0 .I -U o w w�w .rl, X �� --_/ \\ iI lit a { aI_ V i vl. X X a X �-r. .................. rrrr ,1�. �a c L cor° rr 'r''r /�.� --.IRG s-• -A SCALE: 1"=20'-0" \ a x `Z NIA z vv DUVA L AvE\Ne v v v v 0' 10' 20' 40' BO' N T i� /�a y� R-4192118 r — IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING / / —�w—w—w—o msippo 04/13/2022 Po9ww w—w w w wwww-�www�w— —w—w / co F �llp / a —► Z W 7 WA3Ni 0 WEISMANDESIGNGROUP �p"JegQ"s�A a'�' O 04 MAR 2022 0 ad bb m o CITY OF NEW ELEMENTARY SCHOOL #16 � p m 22 RENTON CHELAN AVE NE I RENTON, WA 98059 IUNO NOSGPF �]3^Smm9''EJCMADISON Sf II]],��6-6]S-1]33 � KC DATUM AaartEcrupE WAN112 fwwxrwPal Ty'b� ,�d'�, `"�Ty � Planning/Building/Public Works Dept, PLANTING PLAN NG �L2.CJ Q '=E.o s��e' ` ENLARGEMENT W C4 pE ARp� N0. REVISION BY DATE APPR AR 119 �14T 0_ N O W H PLANT SCHEDULE )OR INDICATES PACFICTNORTHWEST NATIVE ADAPTED SPECIES US TREES BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS } ACER MACROPHYLLUM MIN, 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED BIG LEAF MAPLE LIRIODENDRON TULIPIFERA MIN. 2.5" CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. TULIP TREE NYSSA SYLVATICA 'BLACK TUPELO' MIN. 2.5" CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED SOUR GUM POPULUS TREMULOIDES MIN. 2.5 CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. QUAKING ASPEN TILIA CORDATA 'CHANCELLOR' MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE CHT. CHANCELLOR LINDEN ZELKOVA SERRATA 'JFS—KW1' TM MIN. 2.5" CAL., 14'-16' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. CITY SPRITE ZELKOVA EVERGREEN TREES BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS p'f PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' MIN, 6'-8' HT. MATCHED, B&B., WELL BRANCHED 'N1+` VANDERWOLF'S PYRAMID PINE �} PSEUDOTSUGA MENZIESII MIN. 10'-12' HT. FULL AND BUSHY TO BASE, B&B OR CONT. DOUGLAS FIR THUJA PLICATA MIN, 10'-12' HT. FULL AND BUSHY TO BASE, B&B OR CONT. WESTERN RED CEDAR SMALL ACCENT TREES BOTANICAL / COMMON NAME ACER CIRCINATUM (MULTI —STEM) VINE MAPLE AMELANCHIER ALNIFOLIA (MULTI —STEM) SERVICESERRY ® STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA SIZE CONDITION/REMARKS (3) 1" CAL. TRUNKS, MIN. W-10' HT MATCHED, B&B., WELL BRANCHED (3) 1" CAL. TRUNKS, MIN. 8'-10' HT MATCHED, B&B., WELL BRANCHED MIN. 2" CAL., 10'-12' MIN. HT. MATCHED, B&B., WELL BRANCHED ABOVE 6'HT. SHRUBS BOTANICAL / COMMON NAME SIZE ARBUTUS UNEDO 'COMPACTA' MIN. 30"-36" HT./SPD. DWARF STRAWBERRY TREE 0 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' MIN, 2 GAL, CONTAINER FEATHER REED GRASS ® CORNUS SERICEA 'ISANTI' MIN. 24"-30" HT./SPD. ISANTI REDOSIER DOGWOOD O CORNUS STOLONIFERA 'KELSEYI' MIN. 12"-15" HT./SPD. KELSEY DOGWOOD O DRYOPTERIS ERYTHROSORA MIN. 2 GAL. CONTAINER AUTUMN FERN 0 GAULTHERIA SHALLON MIN. 1 GAL. CONTAINER SALAL OHAMAMELIS X INTERMEDIA 'JELENA' MIN. 4'-5' HT./SPD. JELENA WITCH HAZEL O HOLODISCUS DISCOLOR MIN. 30"-36" HT./SPD. OCEAN —SPRAY O HYDRANGEA QUERCIFOLIA MIN. 24"-30" HT./SPD. OAKLEAF HYDRANGEA {� ILEX CRENATA 'GREEN ISLAND' MIN. 15"-18" HT./SPD. GREEN ISLAND JAPANESE HOLLY ® MAHONIA AQUIFOLIUM MIN, 24"-30" HT./SPD. OREGON GRAPE ® MAHONIA NERVOSA MIN. 1 GAL. CONTAINER LOW OREGON GRAPE O MAHONIA X MEDIA 'ARTHUR MENZIES' MIN. 30"-36" HT./SPD. MAHONIA CONDITION/REMARKS FULL & BUSHY, SPACING AS SHOWN ON PUN FULL & BUSHY, SPACING AS SHOWN ON PUN FULL & BUSHY, SPACING AS SHOWN ON PUN FULL & BUSHY, SPACING AS SHOWN ON PUN FULL & BUSHY, SPACING AS SHOWN ON PUN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN FULL & BUSHY, SPACING AS SHOWN ON PLAN SHRUBS BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS ® PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN LITTLE BUNNY FOUNTAIN GRASS ® PEROVSKIA ATRIPLICIFOLIA 'LITTLE SPIRE' TM MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN LITTLE SPIRE RUSSIAN SAGE Q PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' TM MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN DWARF NINEBARK # POLYSTICHUM MUNITUM MIN. 2 GAL, CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN WESTERN SWORD FERN ® PRUNUS LAUROCERASUS 'MOUNT VERNON' MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN MOUNT VERNON LAUREL ® FIRED SANGUINEUM MIN. 30"-36" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN RED FLOWERING CURRANT ® VACCINIUM OVATUM MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PLAN EVERGREEN HUCKLEBERRY ® VIBURNUM DAVIDII MIN. 18"-24" HT./SPD. FULL & BUSHY, SPACING AS SHOWN ON PUN DAVID VIBURNUM GROUND COVERS BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS X X I NATIVE MIX X X 25% ARCTOSTAPHYLOS UVA—URSI MIN. 1 GAL. CONTAINER 18" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE KINNIKINNICK 507 CORNUS STOLONIFERA 'KELSEYI' MIN. 1 GAL. CONTAINER 18" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE KELSEY'S DWARF RED TWIG DOGWOOD 25% MAHONIA NERVOSA MIN. 1 GAL. CONTAINER 18" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE LOW OREGON GRAPE LEARNING GARDEN MIX 25% CORNUS STOLONIFERA 'KELSEYI' MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAC., START FIRST ROW 16" FROM EDGE KELSEY'S DWARF RED TWIG DOGWOOD 10% GAULTHERIA SHALLON MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAS., START FIRST ROW 16" FROM EDGE SALAL 10% MAHONIA NERVOSA MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAC., START FIRST ROW 16" FROM EDGE OREGON GRAPE 25% POLYSTICHUM MUNITUM MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAC., START FIRST ROW 16" FROM EDGE WESTERN SWORD FERN 10% ROSA GYMNOCARPA MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAC., START FIRST ROW 16" FROM EDGE DWARF ROSE 10% VACCINIUM OVATUM MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAS., START FIRST ROW 16" FROM EDGE EVERGREEN HUCKLEBERRY STREET FRONTAGE MIX 1/3 CORNUS STOLONIFERA 'KELSEYI' MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAS., START FIRST ROW 16" FROM EDGE KELSEY'S DWARF RED TWIG DOGWOOD 1/3 MAHONIA REPENS MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAS., START FIRST ROW 16" FROM EDGE CREEPING MAHONIA 1/3 NANDINA DOMESTICA 'GULF STREAM' TM MIN. 2 GAL. CONTAINER 24" O.C. TRIANG. SPAC., START FIRST ROW 16" FROM EDGE GULF STREAM HEAVENLY BAMBOO 2iii ARCTOSTAPHYLOS UVA—URSI MIN. 1 CAL. CONTAINER 12" O.C. TRIANG. SPAC., START FIRST ROW 10" FROM EDGE %%% KINNIKINNICK LAWN BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS 0 LAWN N/A SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS LAWN — MEADOW SEED MIX N/A SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS vvvvvl NO —NET SOD N/A SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS R-4192119 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING Alex Morganroth, 4112/E2 O msippo 04/13/2022 WEISMANDESIGNGROUP (*7� � °"AVI CITY OF NEW ELEMENTARY SCHOOL#16 RENTON CHELAN AVE NE RENTON, WA 98059 NCsuFF 3S9 E MADISON Sf Izas-au-1)33KC _ DATUM PLANTING SCHEDULE acxrrEMR m'^N11x MWEE�� N0. REVISION BY DATE APPR STY F NOT ONE NCR � Planning/Building/Public Works Dept.AP n O O O O O N o_ O W N V O O N L+ r z LU 2 U 04 MAR 2022 0 � no�ox. I L2.6 W x 0 z z w PLANT SCHEDULE CONTINUED FROM PREVIOUS SHEET (LEGEND SHOWN AT 1"= 20'-0" SCALE) ' INDICATES PACIFIC NORTHWEST NATIVE OR ADAPTED SPECIES MULCH BOTANICAL Z COMMON NAME SIZE CONDITION ZREMARKS BARK MULCH SEEDED POROUS GRASS PAVEMENT SYSTEM WETLAND MITIGATION PLANTING /ISTING TREES TO REMAIN TR# RETENTION DRIPLINE EXTENTS ......... \ ��DEEP ROOT ROOT BARRIERS N/A SEE DETAIL '3' ON SHEET L4.3 SEE MITIGATION PLAN PREPARED BY THE WATERSHED COMPANY SEE TREE RETENTION PLAN SEE TREE RETENTION PLAN SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS MODEL US 24-2 (24" DEPTH). INSTALL PER MANUFACTURERS RECOMMNEDATIONS FOR LINEAR INSTALLATION ON CURB SIDE AND SIDEWALK SIDE OF STREET TREES AS SHOWN. ROOTBARRIER TO BE INSTALLED DIRECTLY ADJACENT TO CURB AND SIDEWALK. ROOT BARRIER SEGMENTS AT EACH TREE SHALL BE 20' IN LENGTH CENTERED ON THE TREES AS SHOWN. TOP OF ROOT BARRIER SHALL BE FLUSH WITH TOP OF TOPSOIL AND BELOW MULCH LAYER. CONIFEROUS TREE PRUNE TREES ONLY AS DIRECTED IN FIELD BY LANDSCAPE ARCHITECT. ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN MAINTAIN OR CREATE TE FIGURE 8 PATTERN AS LOW ON A TERMINAL BUD ON THE TRUNK AS POSSIBLE. A CENTRAL LEADER FASTEN TO STAKES WITH 1" REMOVE OR CUT BACK LENGTH ROOFING NAIL. r CODOMINANT AND POTENTIALLY CODOMINANT LEADERS (3) 2- ROUND LODGEPOLE PINE REMOVE CROSSOVER — TREE STAKES INTO SUBGRADE 0 BRANCHES (MIN. 8' LENGTH) z THIN TIGHTLY SPACED BRANCHES w ut ELIMINATE LOWER SPECIFIED MULCH ( 3' DIAMETER CROWN BRANCHES TO MULCH RINGS IN LAWN AREAS) SPECIFIED CLEAR TRUNK DIMENSION o FINISH GRADE I SPECIFIED IMPORT TOPSOIL REMOVE BURLAP OFF TOP 1/3 OF ROOTBALL ROOTBALL TO BE APPROPRIATELY SPECIFIED PLANTING BACKFILL SIZED IN RELATION „ (- UNDISTURBED NATIVE SOIL OR TO CROWN OF TREE e#1��' j COMPACTED PLANTING BACKFILL >, BROADLEAF TREE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK g STRENGTH. ARBORTIE OR APPROVED EQUAL. NO RUBBER +� Q HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 i PATTERN AS LOW ON THE TRUNK AS POSSIBLE.. i \I IF REQUIRED, PROVIDE UP TO �I (3) 3" DIAMETER LODGEPOLE PINE STAKES. DRIVE INTO SUBGRADE AVOIDING DAMAGE N ILL TO TRUNK OR ROOTBALL. TOPS OF STAKES TO BE 5'-O" ABOVE 0 FINISH GRADE. 0 TRUNK FLARE MUST BE VISIBLE, SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE w v z,/ SPECIFIED MULCH rn FINISH GRADE 7 I SPECIFIED IMPORT TOPSOIL REMOVE BURLAP AND TWINE I OFF TOP 1/3 OF ROOTBALL AT A MINIMUM. CUT AND , FOLD DOWN TOP HALF OF ANY WIRE BASKETS AMENDED SUB SOILS BREAK UP SIDES AND BOTTOM OF TREE PIT SPECIFIED FERTILIZER MIN. TWICE TABLETS IF REQUIRED ROOTBALL DIA. BY SOILS TEST BREAK UP SIDES AND BOTTOM OF PLANTING HOLE COMPACT SOIL BENEATH ROOT PACKAGE TO ELIMINATE SETTLEMENT OR SHIFTING n CD O O O O O N a NOTES: 1. ALL GROUNDCOVER TO PLANTED AT = SPACING (TRIANGULAR) PER O.C. SPACING ON PLANS 0) OJ N V O 0 N 0 GROUNDCOVER EQ. -TYP. BACK OF CURB OR BED LINE GROUNDCOVER PLANTING PLANT SHRUBS AT SAME GRADE AS NURSERY FINISH GRADE SPECIFIED MULCH PLANTING BACKFILL IMPORT TOPSOIL SEE SPECS. FOLD OR _ REMOVER BURLAP -I S S _ a&B OR CONTAINER 1 I ITi iTlIII _ AS SPECIFIED UNDISTURBED NATIVE MIN. TWICE SOIL OR COMPACTED ROOTBALL DIA. PLANTING BACKFILL U CONIFEROUS TREE PLANTING B DECIDUOUS TREE PLANTING C SHRUB PLANTING NTS INS NTS WEISMANDESIGNGROUP CITY OF (*7� RENTON SCAPF 3S9 EMPDISON 9T M-17M KG wwwrDATUMacxrtEMIlE WAN112 N0. REVISION BY DATE APPR BAR Planning/Building/Public Works Dept. NTS R-4192120 IIEels] LIIII q/_1RyX4911:"Ival�IaV=1IIto] 66iIfni IIU:lV 111 DEVELOPMENT ENGINEERING msippo 04/13/2022 O Fn F- Z U.I 0 U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Q 7 CHELAN AVE NE RENTON, WA 98059 LNo L PLANTING SCHEDULE Q AND DETAILS w D_ — I 21 N _—,I----I--- --- \ °' IRRIGATION NOTES: /rr_____�------'�---T°�----------------� qqT 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM AND NO FOGGING. XX �O SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. SPRINKLER HEADSS SHALL SHALL BE BE INSTALLED WITH 6" 7 OFFSET FROM BACK OF PAVING OR CURB EDGES, AND 12" OFFSET FROM WHERE CAR BUMPERS WILL - — OVERHANG...\:`. " `.": \`:::5:, W " a r.`i\.... 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND L EVES ARE SCHEMATIC ONLY, AND SHALL OCCUR IN n = ^ """' t`':':::::` ... Y.. PLANING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS 5 — TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS.M 1 .... ...:... IN .......... ..te�aa .` . ..................... 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS /I� Fr ` SHOWN ON PLAN. j 7 ' 4. SEE CIVIL PLANS FOR LOCATION OF IRRIGATION STUB -OUT FROM 2 METER.IN �� 4. r.:c^........... ti is r a.... 8. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS OS PSI AS PROVIDED BY CITY OF RENTON ON 10 8 20. aye: ...x..................... VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. ...Y:..::::::R:YR `RS:::::::::. :...\ St{. "' � k; '��`::::::::^SS:R::L : s 6. THE IRRIGATION SYSTEM HAS BEEN DESIGNED NTH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF ... ...fit .:. ...... THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE.kY.`"1:1...t.ttfl� ..... i ....... ... :::: t .. ,.. DISTRIBUTION UNIFORMITY TV OF PRAYS. THE IRRIGATION IIRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE AND OVERSPRAY. AVOID IRRIGAPON DURING TIMES OF HIGH WINDS WHEN RAINING OR <: xe.\ 11t 1 . " """ x"".:is `�ii:iiii:;iiict,`ixi??iY.iiii DURING THE MIDDLE OF THE DAY. n... 43..^.: .. :�:. ........... V. LATERAL PIPE SIZE SHALL BE AS NOTED ON PLAN. UNLABELED SECTIONS SHALL MATCH THE SIZE NOTED OF - - N .. 2222.X�2i.2.. " ±`t\\`III�G—G— .. \` .Y:.........:::: `S THE ADJACENT UPSTREAM PIPE. MINIMUM PIPE SIZE AT THE END OF LATERAL RUNS SHALL BE 3/4' fffSt:::'` ::::::SS '' "" NN 8. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION 328000 FOR FURTHER I" RRI INSTRUCTIONS. 9. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. — _ � r,, y. � y✓ 1z�`t - NE +' y. �. ' �?< y. ... a� �}�0� , ...........-. o I �'utiu '.H I_ yz• ✓ � I 1 I " k Y _ uu , Y. L � I 1B _ I 1 Y I\/ �G O SDW DW 5�41W ------ VE. NE1LTI t+' T� 1141 �I " L3.1 3. \— USE a. �i _ _ _ _ w ram-= gym, 'r ' I , � I I .. B "ro l ` I{ h u - �__ ICI i aI BUS & F .9_. • L3B3 -� L3■5 0 ICC.� I IN y i n CD O O O O O N a — — — — — — — — — O N V �I N m x �I z sIIIIN, IN I -I! III I ��_ . 417 SCALE: 11 z NOTE: 0' 25' 50' 100, 200, � 1. REFER TO L3.6 FOR IRRIGATION LEGEND. R-4192121 2. REFER TO L3.1 FOR VALVE SCHEDULE 3. REFER TO L3.2 FOR BOOSTER PUMP NOTE IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENr ENGINEERING O Alex Morgamoth,411?= msippo 04/13/2022 In r z w 0*7� U WEISMANDESIGNGROUP wo^� CITY OF NEW ELEMENTARY SCHOOL#16 o4MARzozz Oo CHELA`�RENTON ENTON, A905 KClftw RENTON, WA 98059 VE NE I NC9GPF 3S9EMPDI011n M-17M �MUATUM IRRIGATION9cxrtEcrueE wA9attz "�Ty Planning/Building/Public Works Dept.E�IA7 F NOT ONE NCR,N0. REVISION BY DATE APPR 4P OVERALL PLAN d 1'. 1 12 12 1y2"I 12 12 1 3 2 11 12 3/4 J 3/4. N G c ❑ �_- -� = --c- LC O -SD SIso - -^ I 01 w w w w \\ w ww w �} ----_-__- 7 CHELAN AVE NE r p � � 27.2 45 2.444 z54 41�3 SS Ss SS SS 1Y" 1" 3 " 1/2' 1 r4 o\ /a 3/4 1 � 1 � 1 12 1 1 12 1 12 i1 12 ■ 11 Ya' 12 i 12 ■ 35.2 46 i� 1Yp 12 ■ 41.2 47 1 12 `■� 1Y2" ■ 15 1 G /q .I CHELAN PL. NE _ w- w �1 \1Y4 T II 11 �1 I I 1 II I I A '/4 � EWA 17 _ 17 1 1 h3/4 L u IS a 1 15 5 15 12 1 - 15 33 1,. , 33 1y2. 3/4" Y I 1 Y2'I 1"`3L.. 2"SLVti1 1/4' 31p.. 3" SLV. Y 1 e �, 3F, SLV 34 t. / 1" I y 1' J �" \ �/4 1Y4 3/¢, tT� i i 3,4" 12 I2 12 F 4" 3/41, Y., 13 „ _�_ /4 i 1 1Y4 4" SLV 2' lY4 1Y4 1y2. 1 - is 15 15 ._ 1 - 15 3�¢ , " 1.. 3/4"' 1 2)/2"1Y2" 1 _ 12 15 15 15_ 1 _ i 15 15_ 15 15 1' 3 .1Y2" 4"SLV - e IS 3"3�4 --_. LATERALS SHOWN 1 _ _ SCHEMATICALLY, ROUTE 30.9 50 257 51 47.0 52 31.7 53 PR(IIV )F ANn MAINTAIN FII I FM AROUND CONIC, PAD AT 1Yz, 1�z" 1'/2" 1Y2" 1 GATOR BAGS AT TREES AND �� HANDWATER AS NEEDED IN \ THIS AREA TO ESTABLISH LAWN DUVALL AVE NE n*t WEISMANDESIGNGROUP PI�GA�Em 0.CHIIIEMIRE 3S9EMW 19012 P/W NO. REVISION I BY I DATE I APPR LOCATE ALL IRRIGARON MAINLINE, LATERALS, AND 26.5 55 / _ VALbES WITHIN PLANTING 1y2' A SHOWN, TYP. 3 1 2 1Ya'•� \J3 1Y2 6' SLV � 12 1 '..' S " i Ya 3/4 �< - 3/4" ��.. 1 1 IY3/4� 3/4 y ', 4 �.1 VALVE SCHEDULE NUMBER MODEL SIE TYPE L 1 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 46.53 2 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 38,56 3 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 36.76 4 RAIN BIRD PEB PRS D 1 1/2' TURF SPRAY 47.91 5 RAIN BIRD PEB PRS-D 1 1/2' TURF SPRAY 45.53 6 RAIN BIRD PEB PRS-D 1 1/2' SHRUB SPRAY 32.86 7 RAIN BIRD PEB PRS-D 1 1/2' TURF SPRAY 37.48 8 RAIN BIRD PEB PRS-D 1 1/2' TURF SPRAY 43.08 9 RAIN BIRD PEB-PRS-D 1 1/2' TURF SPRAY 23,54 10 RAIN BIRD PEB-PRS-D 1 1/2' SHRUB SPRAY 36.52 11 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 34.90 12 RAIN BIRD PEB-PRS-D 1 1/2' SHRUB SPRAY 37,42 13 RAIN BIRD PEB PRS D 1 1/2' TURF ROTOR 39.60 14 RAIN BIRD PEB PRS-D 1" TURF ROTOR 19.80 15 RAIN BIRD PEB PRS-D 1 1/2' TURF SPRAY 41.42 16 RAIN BIRD PEB PRS-D 1 1/2' TURF SPRAY 40.21 17 RAIN BIRD PEB PRS-D 1" SHRUB SPRAY 7.82 18 RAIN BIRD PEB-PRS-D 1 1/2' TURF SPRAY 40.69 19 RAIN BIRD PEB PRS-D 1 1/2' TURF ROTOR 38.00 20 RAIN BIRD PEB-PRS-D 1 1/2' TURF ROTOR 28.50 21 RAIN BIRD PEB-PRS-D 1 1/2' TURF ROTOR 28.50 22 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 21.89 23 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 28.50 24 RAIN BIRD PEB-PRS-D 1 1/2" TURF ROTOR 28.50 25 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 34.34 26 RAIN BIRD PEB PRS-D 1 1/2" TURF SPRAY 38.34 27 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 37.99 28 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 38.03 29 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 24.42 30 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 26.64 31 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 54.83 32 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 27,37 33 RAIN BIRD PEB PRS-D 1 1/2" TURF SPRAY 37.39 34 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 40.75 35 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 34.57 36 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 40.37 37 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 38.60 38 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 39.72 39 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 24.37 40 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 37.84 41 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 35.02 42 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 30.10 43 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 25.16 44 RAIN BIRD PEB-PRS-D 1" TURF SPRAY 12.38 45 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 27.18 46 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 35A7 47 RAIN BIRD PEB PRS-D 1 1/2" SHRUB SPRAY 41.24 48 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 38.11 49 RAIN BIRD PEB PRS-D 1 1/2" TURF SPRAY 31,67 50 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 30.90 51 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 25,65 52 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 47.03 53 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 31.75 54 RAIN BIRD PEB PRS-D 1 1/2" SHRUB SPRAY 20.10 55 RAIN BIRD PEB-PRS-D 1 1/2" TURF SPRAY 26.52 56 RAIN BIRD PEB-PRS-D 1 1/2" SHRUB SPRAY 32.21 57 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 48.95 58 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 44.02 59 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 36.76 CITY OF cewx KC RENTON � � DATUM Planning/Building/Public Works Dept, CR SCALE:1 "=20'-O" Z R4192122 40' 80, IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 ' NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT 0 O O 1 N Q J n CD O O O O O N a C) W N V O O N i+ r Z W 2 U 04MAR 2022 Q DRWNG NO L3.1 W __ .._ D_ w H _----H--x—„ _� .�, I_ _ _ O �v �',v♦ y vvvyv uvgqvsx TC v vvAV vvvvvvvv a vvv vv vvvvvvvvvvvvvv vv�vvvvvvv � vvvvvv <>�vvvv vv' ,y v vvvvvvv vvvv vvvv v vv v vv vv v vvvra v v v v v vvvvv vvv vvv vv vvvvvvvv vv v- vvFvv�vvFvv�vvv v�:,vv v vvFvv vvv v v vv v vvvvvv v vvv vvvv v vv v vvvvv vv' ., v l °vtvvvv4v�vvhvtv�v of vvvv4 Xvv fv Yv v vv vvv v vv � E vvvvv�vv' r t. v.v vvvvv v `b vv v vv <vvv vv vv �`y `vvEvvv vv v vvvvvv v� v vvvv v vv �� t-v vOv �, vv\��\ E� � v v� v e'� vEv <vvev E <vv �R�v ve vv �v�� -< v vv v v vv v v v vv vv vv vF v vvvvv vv J E v vvv � vv vvvvv vv vvvvvvv vv vEv f vvvvAv{v vvvvvvvvvvvvvvvvvvv vvv v vvvvvv vfvFt4v vvh �, qv v vvvv vv vvvvv vvvv vv vv v v v vv v vvv v vv vv �vXv vvvvvvvyv.-< vv v vvvvv vv vvvvv 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REVISION BY DATE APPR na v" ""°'D""" BOOSTER PUMP NOTES: 1. IRRIGATION BOOSTER PUMP ASSEMBLY SHALL BE AS DESIGNED AND FABRICATED BY RAIN BIRD CORPORATION, TUCSON, ARIZONA OR APPROVED EQUAL. THE SYSTEM SHALL BE A PREFABRICATED CLP MODEL #CLP03AAC8 SYSTEM WITH PUMP, PIPING, ELECTRICAL AND STRUCTURAL ELEMENTS, AND OTHER ITEMS AS REQUIRED FOR A COMPLETE SYSTEM AND SHALL BE OPERATIONAL FROM CONTROLLER. THE BOOSTER PUMP SHALL BE SPECIFIED FOR ABOVE GRADE INSTALLATION ON A CONCRETE SLAB WITH INTAKE AND DISCHARGE PIPES GOING THROUGH THE SIDES OF THE VAULT. THE PUMP STATION SHALL BE BOLTED TO THE CONCRETE FLOOR, SIZED PER MANUFACTURER'S RECOMMENDATIONS. CONTACT RAIN BIRD PUMP REPRESENTATIVE FOR PRICING AND ORDERING INFORMATION. 2. PUMP SHALL HAVE VARIABLE FREQUENCY DRIVE, MONOCHROME TOUCH SCREEN OPERATOR INTERFACE, 480 VOLT, 60 HZ, 3 PHASE, HORIZONTAL END SUCTION CAPABLE OF PRODUCING A CONSTANT 38 PSI BOOST OVER INTAKE PRESSURE AT THE DISCHARGE ISOLATION VALVE OF THE PUMP STATION OVER A FLOW RANGE OF 30 GPM MINIMUM AND 60 GPM MAXIMUM. ASSUME 55+/- psi WORKING PRESSURE AT PUMP INLET, PROVIDE COMBINATION FUSIBLE DISCONNECT AND PUMP CONTROLLER WITH MOTOR OVERLOAD PROTECTION INSTALLED IN AN OUTDOOR WEATHERPROOF, TAMPER RESISTANT, LOCKING VAULT. 3. BOOSTER PUMP STATION SHALL INCLUDE THE FOLLOWING OPTIONS: A. PUMP START RELAY B. AUDIBLE ALARM C. PRESSURE RELIEF VALVE D. STATION BYPASS 4. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION BY FACTORY AUTHORIZED REPRESENTATIVE. A WRITTEN MANUFACTURER'S CERTIFICATION OF PROPER INSTALLATION SHALL BE PROVIDED FOR PUMP ASSEMBLY. 5. A FACTORY -AUTHORIZED REPRESENTATIVE SHALL PROVIDE A MINIMUM OF THREE (3) HOURS OF SITE TRAINING FOR THE END USER, AND THEIR OPERATORS. THE TRAINING FORMAT SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL SEVEN (7) DAYS PRIOR TO THE TRAINING SESSION. 6. AFTER INSTALLATION THE PUMPING UNIT SHALL BE SUBJECTED TO A FIELD RUNNING TEST UNDER ACTUAL OPERATING CONDITIONS. THE FIELD TEST SHALL BE MADE BY THE CONTRACTOR AND PUMP SUPPLIER IN THE PRESENCE OF AND AS DIRECTED BY THE OWNER. THE FIELD TEST SHALL DEMONSTRATE UNDER ALL CONDITIONS OF OPERATION THAT THE PUMPING A. HAS NOT BEEN DAMAGED BY TRANSPORTATION OR INSTALLATION. B. HAS BEEN PROPERLY INSTALLED. C. HAS NO MECHANICAL DEFECTS. D. IS IN PROPER ALIGNMENT E. HAS BEEN PROPERLY CONNECTED. F.IS FREE OF OVERHEATING OF ANY PARTS. G.IS FREE OF ALL OBJECTIONABLE VIBRATION. H.IS FREE OF EXCESSIVE NOISE. I. IS FREE OF OVERLOADING OF ANY PARTS. J. SHALL OPERATE AS SPECIFIED WITH SPECIFIED CONTROL SYSTEM. THE CONTRACTOR AND/OR PUMP SUPPLIER SHALL PROMPTLY CORRECT ANY DEFECT IN THE EQUIPMENT OR FAILURE TO MEET REQUIREMENTS. 7. THE CONTRACTOR MUST PROVIDE THE FOLLOWING INFORMATION FOR APPROVAL BY LANDSCAPE ARCHITECT: A. COMPLETE SPECIFICATIONS WITH SUBMITTAL INFORMATION ON ALL MAJOR COMPONENTS OF THE PUMPING SYSTEM. B. PUMPING SYSTEM DRAWING INCLUDING TOP AND ELEVATION VIEWS AND LOCATION AND SIZE OF ALL MAJOR COMPONENTS. C. ELECTRICAL AND CONTROL SCHEMATICS. ;% CITY OF ' RENTON Planning/Building/Public Works Dept. SCALE: 11 Z 0' 10' 20' 40' 80' R-4192123 IN COMPLIANCE WITH CITY OF RENTON STANDARDS n O O CD CD O N a 0) OJ N ICT O N re ppI)04/13/2022 1:1) r z w U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 0 CHELAN AVE NE RENTON, WA 98059 �3No2 IRRIGATION PLAN w ENLARGEMENT d N O 7 O w H LOCATE CONTROLLER WITHIN SERVICE YARD IN APPROXIMATE LOCATION SHOWN. VERIFY WITH ARCHITECT. WALL MOUNT CONTROLLER AT EYE LEVEL IN WEATHERPROOF BOX. PROVIDE SEPARATE ETHERNET CONNECTION AND 15 AMP CIRCUIT AND 120 VAC POWER TO CONTROLLER. PROVIDE 4" CONDUIT FROM CONTROLLER, UNDER SIDEWALK, AND INTO THE NEAREST PLANTING AREA AS SHOWN. EXTEND 24"' INTO PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. %a 1 FIELD \ \ AROUND CONC:"P.QD AT DUVALL AVE NE �� 1 BASE OF LIGHT, 4YP. lee BOOSTER PUMP POINT OF CONNECTION ¢ ¢eel ¢ a� APPROXIMATE LOCATION OF BOOSTER PUMP /APPROXIMATE LOCATION OF P.O.C. TO 2" STUB -OUT FROM SEE LEGEND. PROVIDE CONNECTION TO 'CCCCCIRRIGATION SERVICE LINE AS SHOWN ON CIVIL DRAWINGS. VERIFY CONTROLLER FOR COMPLETE OPERATION OF AND ADJUST LOCATION PRIOR TO INSTALLATION IF REQUIRED TO REMOTE PUMP START RELAY. / AVOID CONFLICTS WITH ADJACENT UTILITIES. PROVIDE P.O.C. / —COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. ANTICIPATED STATIC PRESSURE IS 55 PSI. VERIFY MIN. 45 PSI _W W—WW-W-� ■ yT..; .. _ -.. - _ -'.1--WSW—W—WW-DESIGN // PRESSURE AT P.O.C. 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Q0 0 0 0 N Q D J n d) O O CD O 0 N a OJ N O O N i+ Z 0' 10' 20' 40' 80' R-4192125 DEVELOPMENT ENGINEERING msippo 04/13/2022 O U) r z w 7 U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Oo 7 CHELAN AVE NE RENTON, WA 98059 L3.4 IRRIGATION PLAN w ENLARGEMENT o_ O 3/4' 1Y4 4' SLV 6 S�� _-.. 3/4' 3/4 2' 14 1Y4• \�3.. SLV 1 •• Y4 1„ 12" H 13 38.6 1Y4• 12 10 Irz + I , MU SE IELD 1Y' 1 _ � 12 2 3' 1Ya 3/a' ��+ / _ _ _ 12 / 6 i5N 1. 1Y2" \ I a -TNDWATER NEEID; 11 34.9 1 %� v 1 / THIS AREA T ESTAB IS LA 4 a 1Yz' 3/4. 12 II �2" ss ssss ) 1Y2• A \ 2' Lv� F F / 15 12 /4 I \ t �. WAR URFACEPLA � 15 iA !�� 1••�y I A A� ANDW R ACNE E 1 3/4 THIS A TO STfy LI$H W�-W 15� 1/2 •� r`- �I�,� _ � w -III V a 1Y4" 1Y4. 3/4 UPS S 3/4 1I A o , 1)/4 -d� - = =�-+ Eli i 12 OFFSITE WORK 12 I 12 1 2 1 12 1 3/.. Y41El 3/4 • I V 12 12 \\ 1213� 10 36.5 V I i /4 �1Y2,. 2.• `3 _ 12 1 i 9 23.5 w�Cil LOCATE ALL IRRIGATION MAINLINE, 1 q" I J�� ' i i— rtATERAL . NB-VAtb'ES WITHIN 3 lYa'• ], `12 1Y2' F- �y-h�T PLANTING ARQQ$, UNLESS /4 3 I', / O O SLEEVING IS S WN, TYP. 2 \ r412 1 L/LI Lz 8" SLV I /4 v1+ p 12 Iz 3 7 1 i• �12Iz /4 1 •• 2• 1.• 3/4 • I \ O 3.. a, 43.1 8 1Y2" Zvo z� DUVA L AV\EWE V A i i —L Poww w w < w w wwww-�www /�w�—W—W W—W—W � I p JEI F WA3iy� WEISMANDESIGNGROUP `� "Jegg"� CITY OF y" pa ��/1�1 RENTON NDSC PE 329EM AION N11Sf 322-1]32 KG �� DATUM 3cxrtECTURE 1^'^�112 90�O ggPE p0.` A' N0. REVISION BY DATE APPR BAR Planning/Building/Public Works Dept, Q0 O �, _____*______,gym 1 � I Iw'w N Nola -- o o j r_ __J, - {IVDE AND MAINTAIN FILLED - - - GATOR BAGS TREES AND ' H AND WATER ASS NEEDED IN THIS AREA TO ESTABLISH LAWN ' O O HANDWATER AS NEEDED IN h W� THIS AREA TO ESTABLISH LAWN ' N 0 I CV Scale: 1"• 20'-O•' V SCALE: 1"=20'41 0' 10' 20' 40' 80, z R-4192126 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msil 04/13/2022 O r z w 7 U NEW ELEMENTARY SCHOOL #16 04 MAR 2022 Oo ono CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLANL3.5 Q ENLARGEMENT w 127 147 0- IRRIGATION LEGEND SYMBOL ITEM MANUFACTURER/CAT NO. © TWO WIRE DECODER RAINMASTER EGP—ETH—TW—S CONTROLLER ® AUTOMATIC RAIN SHUTOFF RAINMASTER RFS-1000 NO SYMBOL TWO WIRE DECODERS NO SYMBOL CONTROL WIRES NO SYMBOL SUGE PROTECTION O IRRIGATION METER AND STUB —OUT RAINMASTER TW—D-1 RAINMASTER POLYCOATED TWO WIRE SYSTEM RAINMASTER TW—LA-1 (2 ) (SYMBOLS SHOWN AT 1"=20'—O" DESCRIPTION -REMARKS TWO —WIRE DECODER CONTROLLER W/ COMMERCIAL GRADE STAINLESS STEEL ENCLOSURE. WALL MOUNT IN LOCATION AS SHOWN ON PLAN. VERIFY WITH ARCHITECT. INSTALL PER DETAIL 'B', SHEET L3.7. WIRELESS RAIN/FREEZE SENSOR WITH MOUNTING BRACKET, MOUNT ON ROOF PARAPET IN LOCATION SHOWN ON PLAN. OPERATION WILL BE TESTED AT PUNCH LIST REVIEW. PROVIDE AND INSTALL FOR EACH CONTROL VALVE SOLENOID, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 14 AWG, 2 CONDUCTOR, SPLICES SHALL BE MADE USING 3M DBY-6 OR DBR-6 CONNECTORS. FOR LOOPING MAINLINE DESIGN, INSTALL TWO RUNS OF WIRE OUT FROM CONTROLLER, EACH A DIFFERENT COLOR JACKET, ONE IN EACH DIRECTION AND MEETING AT ISOLATION VALVE ON OPPOSITE SIDE OF SITE FROM CONTROLLER. PROVIDE RAINMASTER TW—LA-1 LIGHTNING ARRESTOR AND GROUNDING RODS PER MANUFACTURER'S RECOMMENDATION WITHIN VALVE BOXES. THE 2—WIRE PATH SHALL BE SURGE PROTECTED AND GROUNDED WITH TW—LA-1 EVERY 500 FEET OR EVERY 8 DECODERS, WHICHEVER IS SMALLER APPROXIMATE LOCATION. SEE CVIIL DRAWINGS. STRAINER WILKINS SXL CAST BRONZE 'Y' STRAINER (2") INSTALL AT POINT OF CONNECTION AS PER DETAIL 'A', SHEET L3.7. 1 BACKFLOW PREVENTER FEBCO 86OU (2") REDUCED PRESSURE BACKFLOW ASSEMBLY. INSTALL PER DETAIL 'A', SHEET L3.7. BACKFLOW ENCLOSURE STRONGBOX INSULATED ALUMINUM ENCLOSURE INSTALL ENCLOSURE ON CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS. ON CONCRETE PAD WITH INSULATION COVER, MODEL #SBBC—xxALI, PROVIDE AND INSTALL WITH (2) COMBINATION LOCKS. INSTALL PER DETAIL 'A', SIZE AS REQUIRED. SHEET L3.7. POINT OF CONNECTION W GATE / SHUTOFF VALVE ® MANUAL DRAIN 0 QUICK COUPLER MASTER VALVE FLOW SENSOR Q BOOSTER PUMP SEE POINT OF CONNECTION ENLARGEMENT, DETAIL D, SHEET L3.9 HAMMOND, NIBCO, WILKINS GATE VALVE (2"), 200 PSI THREADED ENDS, BRONZE, SCREW IN BONNET, NON —RISING STEM, OR APPROVED EQUAL. SOLID WEDGE, INSTALL PER DETAIL 'C', SHEET L3.7. CHAMPION 30ORS-200 ANGLE VALVE (2") INSTALL AT POINT OF CONNECTION AS PER DETAIL 'A' AND 'D', SHEET L3.7. RAINBIRD #5RC INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLANS, AS PER DETAIL 55K-1 KEY 'A' SHEET L3.7 AND DETAIL 'A' SHEET L3.8. PROVIDE (2) KEYS AND (2) SH-2 SWIVEL HOSE ELL ELLS. RAINBIRD EFB—CP SERIES VALVE (2") BRASS NORMALLY CLOSED MASTER CONTROL VALVE. INSTALL AT P.O.C. ASSEMBLY PER DETAIL 'A% SHEET L3.7. IRRITROL FSB—XXX BRASS FLOW SENSOR. FOR DECODER SYSTEM, INSTALL AND CONNECT TO CONTROL WIRE WITH RAINMASTER DECODER. SIZE TO ACCOMODATE FLOWS AS NEEDED BASED ON ZONES SHOWN HERE AND DESIGN/BUILT TEMPORARY ZONES INSTALL AT P.O.C. PER DETAIL 'C', SHEET L3.9. RAINBIRD CLP PUMP PACKAGE IRRIGATION BOOSTER PUMP ASSEMBLY SHALL BE A PREFABRICATED CLP WITH METAL ENCLOSURE SYSTEM WITH PUMP, PIPING, ELECTRICAL AND STRUCTURAL ELEMENTS, AND OTHER ITEMS AS REQUIRED FOR A COMPLETE SYSTEM AND SHALL BE OPERATIONAL FROM CONTROLLER. INSTALL WITHIN SPECIFIED METAL ENCLOSURE. INSTALL ON 4" CONCRETE SLAB. CONNECT PUMP START RELAY TO CONTROLLER AND PROGRAM AS REQUIRED FOR FULL OPERATION. INSTALL PER DETAIL 'A' AND 'B' ON SHEET L3.9. SEE SHEET L3.9 FOR ADDITIONAL BOOSTER PUMP ASSEMBLY NOTES. CONTROL VALVE RAINBIRD XXX—PEB—PRS—O PLASTIC CONTROL VALVE WITH PRESSURE REGULATING SIZE AS SHOWN ON PLAN. DIAL, INSTALL PER DETAIL 'B', SHEET L3.8. IWEISMANDESIGNON nPLI�GROUP �AMCHffFLANDACNpF 3S9EM�IN12 P/WWM9OHUOM SYMBOL ITEM MAINLINE LATERALS SLEEVES w SHUT—OFF / ISOLATION VALVE Volvo calloot J! y Valve Number p R Valve Flaw Valve size MANUFACTURER/CAT NO. DESCRIPTION -REMARKS PVC —SCHEDULE 40 3" MINIMUM UNLESS OTHERWISE NOTED ON PLAN. INSTALL PER DETAILS 'D' ON SHEET L3.8 AND 'E' ON SHEET L3.09. PVC —SCHEDULE 40 SIZE AS PER PLAN, 3/4" MIN. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4". INSTALL PER DETAIL 'D', SHEET L3.8. PVC —SCHEDULE 40 4" MINIMUM SIZE UNLESS OTHERWISE NOTED ON PLAN. INSTALL WHERE INDICATED ON PLAN. DEPTH AS REQUIRED BY PIPE WITHIN. INSTALL PER DETAIL 'D', SHEET L3.8. WATTS GV OR GVS 200 PSI THREADED ENDS. INSTALL AT POINT OF CONNECTION AND ELSEWHERE SHOWN ON PLAN PER DETAIL 'C'. SHEET L3.7. SIZE TO MATCH MAINLINE SIZE. SEE VALVE SCHEDULE ON THIS SHEET ®®® POP—UP FIELD ROTOR TORO T7PSS-02 #07 (6.6 GPM) R=46' #09 (T4 GPM) R=47' #12 (9.5 GPM) R=50' FIELD SPORTS ROTOR WITH STAINLESS STEEL RISER. 40 PSI. ADJUST RADIUS AS REQUIRED. INSTALL PER DETAIL 'E', SHEET L3.8. ® ®® POP—UP SPRAY HEAD TORO 570ZPR 15 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER M 4 1f (570Z-4P—PR = LAWN) DETAIL 'F', SHEET L3.8. • M � TORO 570ZPR STRIP SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER 9I& &JA POP—UP SPRAY HEAD (570Z-4P—PR = LAWN) DETAIL 'F', SHEET L3.8. TORO 570ZPR 15 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED. INSTALL PER Q�©Q©® POP—UP SPRAY HEAD 'F', TO F (570Z-06P—PR = SHRUB) DETAIL SHEET L3.8. ©e IQQO I2 POP—UP SPRAY HEAD TORO 570ZPR 12 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER o T H n TO F (570Z-06P—PR = SHRUB) DETAIL 'F', SHEET L3.8. Q ollopp® TORO 570ZPR 10 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER POP—UP SPRAY HEAD o T H Tr TO F (570Z-06P—PR = SHRUB) DETAIL 'F', SHEET L3.8. ® TORO 570ZPR 8 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER 0 � ID 0 POP—UP SPRAY HEAD (570Z-06P—PR = SHRUB) DETAIL 'F', SHEET L3.8. qqqq TORO 570ZPR STRIP SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER ® a9r�p o35T s� POP—UP SPRAY HEAD 'F', zssT a`vST as�sr (570Z-06P—PR = SHRUB) DETAIL SHEET L3.8. SEEDING IN PERIMETER SITE AREAS SHALL BE TEMPORARY IRRIGATION TEMPORARILY IRRIGATED. CONTRACTOR SHALL PROVIDE ADDITIONAL HEADS, PIPING, VALVES DECODERS AND WIRES FOR DESIGN/BUILD TEMPORARY IRRIGATION SYSTEM AT NO ADDITIONAL COST TO THE OWNER, AND MONITOR/MAINTAIN TEMPORARY SYSTEM DURING MAINTENANCE PERIOD. PLANTING IN MITIGATION AREAS IN WETLAND SHALL BE TEMPORARY IRRIGATION TEMPORARILY IRRIGATED PER WATERSHEDS WETLAND MITIGATION PLANS, SPECIFICATIONS AND NOTES. CNowom o/lowl °RWAY. KC � DATUM 7" `1aw N0. REVISION BY DATE APPR TY F NOT ONE NCR na v" ""°'�""" 0 CITY OF RENTON Planning/Building/Public Works Dept, SCALE: 1"=20'-0" Z 0' 10' 20' 40' 80' R-4192127 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 ' NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION LEGEND Q0 O O O N a J rn O O O O O NN LL a O) OJ N V O O N i+ W r LU w 2 U boom 04 MAR 2022 O 0 aoo K L3.6 W SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE METERED STUB UNION ELEVATION VIEW GATE VALVE ELL STRAINER UNION C SUPPORT UNION C 12" MIN. POSTS AS ELL CUR. NECESSARY TO STABILIZE SPECIFIED BACKFLOW DEVICE. SEE LEGEND FOR ADDITIONAL REQUIREMENTS STRONGBOX INSULATED ALUMINUM ENCLOSURE WITH INSULATION COVER, MODEL #SBBC—xxALI, SIZE AS REQUIRED, INSTALL ON CONCRETE PAD PER MANUFACTURER'S RECOMMENDATION. PROVIDE LOCKING BRACKETS AND PAD LOCKS. GALVANIZED OR COPPER PIPE PER LOCAL CODE REQUIREMENTS SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE �I r- 3" DIA. HO LES, OLES, TWO LOCATIONS CENTER D �1 I UNDER BACKFLOW. BACKFILL WITH DRAIN ROCK I CONCRETE PAD 4" THICK, SIZE TO ACCOMMODATE ENCLOSURE. PROVIDE ADDITIONAL DEPTH AS REQUIRED FOR ENCLOSURE FOOTING, PER MANUFACTURER'S SPECIFICATIONS. TOP OF GONG. PAD 1" MAX. ABOVE FINISH GRADE. SLOPE TO DRAIN. INSTALL SLEEVES TO MAINTAIN 1" MIN. CLEARANCE BETWEEN PIPES AND NOTES: CONCRETE PAD. BACKFILL WITH GROUT. 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. PRESSURE REDUCING VALVE (ONLY IF SHOWN ON LEGEND) SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. TWO (2) SPECIFIED RECTANGULAR VALVE BOXES, INSTALL FLUSH WITH FINISH GRADE DRAIN VALVE SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE MASTER VALVE, r INSTALL SIMILAR TO REMOTE CONTROL VALVE DETAIL NOTE: IF SYSTEM INCLUDES A BOOSTER PUMP, INSTALL MASTER VALVE DOWNSTREAM OF PUMP. POINT OF CONNECTION (WITH ABOVE GRADE BACKFLOW) A Scale: 1 1Y1"=1'-0• JUNCTION CONDUIT FOR P( SOURCE, ELECTRICAL PI SWEEP SPECIFIED RAIN/FREEZE SENSOR, CONNECT CABLE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION SPECIFIED AUTOMATIC IRRIGATION CONTROLLER. WALL MOUNT PER MANUFACTURER'S RECOMMENDATION. SEE IRRIGATION PLAN FOR LOCATION. VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE ADDITIONAL 3/4" WIRE CONDUIT TO RAIN SENSOR UNLESS WIRELESS SENSOR SPECIFIED CONDUIT FOR CONTROL WIRES, MINIMUM SIZE AS SPECIFIED ON IRRIGATION PLANS PROVIDE ADDITIONAL 3/4" WIRE CONDUIT TO BOOSTER PUMP FOR PUMP START RELAY SWITCH IF BOOSTER PUMP IS SPECIFIED ON LEGEND FINISH FLOOR SWEEP ELL IRRIGATION CONTROLLER (INTERIOR WALL MOUNT) Uscale: 3l4"=1'-0• IWEISMANDESIGNIPLI�SROUP ND Lk S�PEMCHVIEMRE 329EMW ION n�12 P/WWM9OHUOM FINISH GRADE SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. ELEVATION VIEW PLAN VIEW SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE SPECIFIED BALL VALVE PVC MAINLINE, DEPTH PER SPECS. PVC MALE ADAPTER GALV. UNION NIPPLE MINIMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP im PVC MAINLINE VALVE BOX SPECIFIED BALL VALVE NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF —CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ISOLATION / SHUT-OFF VALVE UScale: 1 1/2"=1'-0• I� REVISION BY I DATE I APPR KC TWO (2) SPECIFIED RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT BOXES TOGETHER IyINWP.teT:T_U7� SPECIFIED DRAIN VALVE MAINLINE PVC WITH THREADED OUTLET NIPPLE AND ELL PIPE MIN. 18"' OFFSET FROM PVC LINE 3" PVC PIPE, THREADED ONE END MIN. 3 C.F. (24" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. 2. INSTALL ONE MANUAL DRAIN VALVE AT LOWEST POINT OF MAINLINE ON SITE, SUBJECT TO REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. MANUAL DRAIN VALVE U Seale : 1 1/2"=1�0• R-4192128 0 O O N Q J n rn 0 0 CD O C) N a 0) GO N V O O N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msipp( 04/13/2022 ' F- z w Q U INN04 CITY OF NEW ELEMENTARY SCHOOL #16 MAR 2022 O p RENTON CHELAN AVE NE RENTON, WA 98059 � DATUM Planning/Building/Public Works Dept, IRRIGATION DETAILS L3.7 Q �� ONE NCRW 4�0 N O w H SPECIFIED 10" ROUND VALVE BOX AND LID 1/4" GALV. U-BOLT 1" X 16" SCH. 40 PVC PIPE PLAN VIEW SUPPORT EACH VALVE BOX WITH (4) BRICKS. TYR, MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP 3" MAX. ELEVATION VIEW SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE 91.14i7te12,1112 1" X 16" SCH. 40 PVC PIPE, SECURE TO QUICK COUPLER WITH 1/4" GALV. U-BOLT BUSHING AS REQUIRED SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED (2) SCH. 80 STREET ELL W/(1) SCH. 80 SHORT NIPPLE (NO MARLEX) PVC SCH. 80 NIPPLE, 8" MIN. LENGTH MAINLINE PVC TH X TH 90 DEG. ELL (NO STREET ELL) NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IRS FEMALE CONNECTION OF QUICK COUPLER. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. A QUICK COUPLER VALVE r� Scale: 1 112"=1'-0' SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION PVC PRESSURE MAINLINE PIPE CONTROL WIRE BUNDLE, TAPED TO MAINLINE 2" CLEAN BACKFILL UNDER ALL PIPING, SEE SPECS FOR REQUIREMENTS PVC SLEEVE, ONE PIPE ONLY PER SLEEVE, DEPTH AS SPECIFIED NOTES: 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. PIPE TRENCHING AND BACKFILL UScale: 1 112"=1'-0' IWEISMANDESIGNON STPLIIGROUP �AMCHITL&NDSEMpF PE 339EM�1N12 R/WWM9OHUOM SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE SPECIFIED AUTOMATIC CONTROL VALVE, INSTALL PRESSURE REGULATING DIAL IF SHOWN ON LEGEND GRADE —III III SPECIFIED SPLICE KITS PVC UNION z 24" SPARE WIRE - 24" CONTROL WIRE COIL, SEE SPECS COIL IN BOX FOR QUANTITY PVC BALL VALVE, _ 1" MIN. CLEARANCE COMMERCIAL GRADE - BETWEEN VALVE BOX AND PIPE PVC UNION PROVIDE CORRECT SIZE NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF THE BOX WITHOUT USING 90 DEG. ELLS ITOR 45 DEG. ELL. MAINLINE, SIZE PER PLAN CONTROL AND SPARE WIRES, TAPE TO BOTTOM OF MAINLINE ELEVATION VIEW NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. =1111=1111=III=III-., '1=III=III=III= =11 =III=III =m CONCRETE THRUST =11 BLOCK, TYPICAL - MAINLINE PIPE - TI -I -r UNDISTURBED SOIL =III 45 DEGREE ELL 90 DEGREE ELL III'=1111=1111=111IIIIhIIIhIIII CONCRETE THRUST BLOCK, TYPICAL T f MAINLINE PIPE F.� UNDISTURBED SOIL 90 DEGREE TEE NOTES: H THRUST BLOCKS SHALL BE INSTALLED WHERE THE IRRIGATION MAIN AND LATERAL PVC LATERAL PIPE (2-1/2" AND LARGER) CHANGES DIRECTION, AS AT ELLS AND TEES AND THE IRRIGATION MAIN TERMINATES. SUPPORT VALVE BOX 2. PRESSURE TESTS SHALL NOT BE MADE FOR A PERIOD OF 36 TO 48 HOURS WITH (4) BRICKS FOLLOWING THE COMPLETION OF POURING OF THE THRUST BLOCKS. MINIMUM 2 C.F. (12" DEPTH) 3. CONCRETE THRUST BLOCKS FOR THESE LINES SHALL BE SIZED AND PLACED AND DRAIN ROCK SUMP IN SECURED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S BOTTOM OF VALVE BOX. SPECIFICATIONS, AND SHALL BE OF AN ADEQUATE SIZE AND 50 PLACED TO TAKE ALL THRUST CREATED BY THE MAXIMUM INTERNAL WATER PRESSURE. 4. THRUST BLOCKS SHALL BE MIN. 1 CUBIC FT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. REMOTE CONTROL VALVE - WITH SHUT-OFF THRUST BLOCKING � Scale:l l/2"=1'-0' G NTS LARGE ROTOR HEAD, TOP SHRUB OR LAWN HEAD, FLUSH W/ FINISH GRADE. TOP FLUSH W/ FINISH ADJUST TO ACCOUNT FOR GRADE. ADJUST TO 41 SETTLING OF TOPSOIL OR II '" I, ACCOUNT FOR SETTLING MULCH — — — — OF TOPSOIL OR MULCH III —III— -III—III FINISH GRADE -III—III FINISH GRADE I— _ SET HEADS PLUMB _ II III -III-III -III III -III EXCEPT WHERE GRADES (2) TH x TH SCH. 40 ELLS - 11 I I III- DO NOT ALLOW .I -I I I -III- PRE -FABRICATED W/ 2" x 3/4" SCH. 80 II- SWING JOINT (1" SIZE) -III- NIPPLE OR (2) MARLEX USE BOTTOM WITH 12" LONG ARM, USE BOTTOM STREET ELLS W/O NIPPLE INLET ONLY HUNTER HSJ-1, INLET ONLY RAIN BIRD TSJ-12, 12" x 3/4" SCH. PVC RISER, SAME OR APPROVED EQUAL PVC RISER, SAME 80 NIPPLE SIZE AS INLET SIZE AS INLET SCH��MARLEXO TH x TH STREET ELLLL, OR PVC LATERAL PVC LATERAL "` '5, BURIAL DEPTH PVC TEE OR ELL, BUSHING BURIAL DEPTH �(y9 PVC TEE ELL, BUSHING PER SPECIFICATIONS 45 AS REQUIRED PER SPECIFICATIONS AS REQUIRED NOTES: TEMPORARILY 3/4" CAP RISERS a \`�i 1' PRE-FATABLE BRICATED FOR PRESSURE TESTING FOR PRESSURE TESTING. SWING JOINTS: 2. SEAL ALL JOINTS W/ TEFLON ELEVATION VIEW 2. SEAL ALL JOINTS W/ TEFLON ELEVATION VIEW HUNTER SJ, TAPE ON MALE THREADS TAPE ON MALE THREADS RAIN BIRD SA, ONLY. ONLY. OR APPROVED EQUAL 3. DO NOT OVERTIGHTEN GALV. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. — TO PVC JOINTS. 4. ALL THREADED PVC PIPE PVC TEE OR ELL, WITH 4. ALL THREADED PVC PIPE PVC TEE OR ELL, WITH SHALL BE SCH. 80, ALL PVC BUSHING AS REQUIRED SHALL BE SCH. 80, ALL PVC BUSHING AS REQUIRED FITTINGS SHALL BE SCH. 40. FITTINGS SHALL BE SCH. 40. 5. NO CLOSE NIPPLES 5. NO CLOSE NIPPLES PVC TH SCH. 80 PERMITTED. PERMITTED. NIPPLE, 3" LONG 6. ALL FITTINGS AND PIPE PRE -FABRICATED 6. ALL FITTINGS AND PIPE PVC THx TH 90' ELL SAME DIA. AS INS FEMALE SWING JOINT (1" SIZE) SAME DIA. AS IRS FEMALE CONNECTION CONNECTIONSPRINKLER PVC TH SCH. 80 NIPPLE, D.C.SPRINKLER HEAD OR .(2) WITH 12' LONG ARM, HEAD OR D.C.F PVC ST. ELLS g" LONG ].INSTALL SO PIPING WILL NOT HUNTER HSJ 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL FIELD ROTOR HEAD RAIN BIRD TSJSJ-12, CONTACT LATERAL SHRUB/LAWN HEAD PLAN VIEW OR APPROVED EQUAL PLAN VIEW LARGE ROTOR IRRIGATION HEAD HEAD , G ,rIRRIGATION �GJ Scale: 3'=1'-0' �J Scale: 3"=1'-0' eNe �,m, KC I� DATUM u STY F NOT ONE NCR NO. REVISION BY DATE APPR na v" ""°'m""" R-4192129 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q0 Q O O N Q J CID SO N V CD O N DEVELOPMENT ENGINEERING msippo 04/13/2022 r z w Q U CITY OF NEW ELEMENTARY SCHOOL #16 04 MAR 2022 OCHELAo VE NE R E N TON ENTON, A9805 RENTON, WA 98059 Planning/Building/Public Works Dept, IRRIGATION DETAILSL3.8 MF"..... °"..- w BOOSTER PUMP DOWNSTREAM OF BACKFLOW AND P.O.C. COMPONENTS, BUT UPSTREAM OF MASTER VALVE FINISH O'-6" GRADE 9YE7LCIRI�NIa ADAPTER BOOSTER PUMP AT POC FLOW SENSOR WITH TEE FINISH GRADE MAINLINE FOR CONVENTIONAL) SYSTEM, INSTALL CONDUIT WITH PE-89 CABLE TO CONTROLLER ELEVATION VIEW BOOSTER PUMP SEE IRRIGATION LEGEND, NOTES, AND DETAIL INSTALL CONNECTIONS THROUGH SLAB WITH POWDER COATED STEEL PIPES, SIZED TO MATCH MAINLINE PROVIDE NECESSARY POWER CONNECTIONS AND CONDUITS PROVIDE WIRE CONDUIT TO CONTROLLER FOR PUMP START RELAY 4" DEPTH CONCRETE SLAB OVER 2" COMPACTED CRUSHED ROCK BASE, SIZE TO PROVIDE 6" CLEARANCE BEYOND ENCLOSURE. ENSURE POSITIVE DRAINAGE FROM SLAB. ELEVATION VIEW RAIN BIRD LP SERIES ENCLOSURE DEPICTED \ ` MAINLINE �\ ADAP TER-'---- SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE SPECIFIED CONTROL WIRES Sk SPLICE KITS INSTALL DECODER FOR TWO -WIRE SYSTEM AND PULSE TRANSMITTER ON CONVENTIONAL SYSTEM wI I -I IIITIC 00 T RUN OF PIPE5X PIPE A. G-SUPPORT VALVE BOX WITH (4) BRICKS INSTALL 6" DEPTH MIN. OF DRAIN ROCK IN BOTTOM OF VALVE BOX. EXTEND ROCK 6" BEYOND VALVE BOX NOTES: 1. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE VALVE BOX EXTENSION AS REQUIRED. 3. INSTALL FLOW SENSOR PERFECTLY PLUMB. FLOW SENSOR Scale: 1 112"=1'-0' Scale: 1 112"=l'-O' WEISMANDESIGNGROUP �NPDIONn 6-M-17MUNOSGPF MMWA9112 sivimcmai M 9MCHRECNpE y y0 ,��'�,• c,eE%p B�aox''4 NO. REVISION I J j Y H TYPICALSTANDARDDR NOTE: CONTRACTOR SHALL PROVIDE LARGER I SERIES ENCLOSURE IN LIEU OF STANDARD Cl SERIES ENCLOSURE SHOWN HERE AND ROUTE INTAI AND DISCHARGE PIPES THROUGH BOTTOM I ENCLOSURE NO PIPES SHALL BE ALLOWED TO ISO OR ENTER SIDES OF ENCLOSUS CONTRACTOR SHALL PROVIDE AND INSTALL A - DEPTH CONCRETE SLAB, SIZED TO BE 6' BEYOND CLEARANCES OUTSIDE OF ENCLOSURE 3 NP HORIZONTAL END-SUCTIRI POW NOTE N CONTRACTOR SHALL PROVIDE LARGER LP SERIES ENCLOSURE IN LIEU OF STANDARD CLP SERIES ENCLOSURE NOTES: SHOWN HERE AND ROUTE INTAKE AND L SLAB DETAIL IS PROVIDED FOR ILLUSTRATION ONLY, THE ARCHITECT OR PROJECT DISCHARGE PIPES THROUGH BOTTOM IT ENGINEER SHOULD BE CONSULTED FOR CONSTRUCTION DETAIL. ENCLOSURE NO PIPES SHALL PE 2. DIMENIONS ARE FOR REFERENCE ONLY. EXTERNAL PLUMBING TO PE FIELD FIT, ALLOWED TO EXIST OR ENTER SIDES ff 3. STATION WEIGHS - 250 LES, ENCLOSURE. 0 1 T 1 A 1v/ POC ENLARGEMENT 0'-6" TYP. CLEARANCE CONTROLLER SHOWN IN IMAGE VILL INCLUDED FOR THIS PROJECT, COST BE INSIDE BULLMIC AS SHOWN ON F CONTRACTOR SHALL PROVIDE WIRE T FOR POW START RELAY - CONNECT AND PROGRAM AS REQUIRED FUR FULL OPERATION. DISCHARGE PRESSURE GAUGE INTAKE STANDARD GRAVING "'Akk!-x'°•f�, "I P A °"" CITY OF MENNEN"'"" KG RENTON � � DATUM CHDCKENTY Planning/Building/Public Works Dept, BY DATE APPR na v" A"°'u"`L` L P Scale: R4192130 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION DETAILS Q O O N Q J n CD O O O O O N 0_ 1) W N V O O I N i+ Tn r z w 2 U 04 MAR 2022 0 0 noa K L3.9 W POST STRETCHER BAR, TYP. LINE, END AND CORNER POST, TYP. ADJACENT CONDITION REFER TO SITE PLAN TOP RAIL CHAIN LINK FABRIC AND TIES STRETCHER BAR BANDS AT 12" O.C., j TYP. a w a x c> w BOTTOM RAIL i 2" MAX FINISH GRADE Tr HOLD TOP OF FOOTING 6" BELOW FINISH GRADE FOOTING, SIZE) NOTED BELOW NOTES: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, RAILS, FOOTING AND OTHER COMPONENTS. 2. PROVIDE CONCRETE MOW STRIPS WHERE SHOWN ON DRAWINGS. 3. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH. 4. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN. 5. PROVIDE CONTROL OR EXPANSION JOINT AT EACH POST LOCATED IN CONCRETE. 6. POST SPACING 10'-0" O.C. MAX, 7. END/CORNER POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 36" POST EMBEDMENT. 8. LINE POST FOOTINGS: 12" HOLE DIAMETER, 36' DEEP, 30" POST EMBEDMENT. 9. BOTTOM RAIL AND FABRIC SHALL BE INSTALLED 12" CLEAR OF FINISH GRADE AT ALL CHAINLINK FENCING LOCATED IN WETLAND AND WETLAND BUFFER AREAS. FENCING LOCATED IN WETLAND AND BUFFER AREAS SHALL HAVE POSTS LOCATED IN BUFFERS ONLY WITH RAILS AND FABRIC SPANNING OVER THE WETLAND. NO POST HOLES WILL BE ALLOWED IN WETLAND. 4'-6' HT. CHAIN LINK FENCE 1/2" = 1'-e" GONG PAVING . FLUSH 0 c Ir0 FLAG POLE 4-III III III - I ; III II PER MANUFACTURER'S' RECOMMENDATIONS P-RE1-'Z 1 FLAGPOLE - SEE ARCHITECTURAL ALUM. FLASH COLLAR - PROVIDE WATERPROOF CEMENT CAULKING COMPOUND 0 COLLAR --K � EXP. JT., TYP. HARDWOOD WEDGES COMPACT SUBGRADE TO 90% FOUNDATION SLEEVE - STEEL DRY SAND, TIGHTLY TAMPED AFTER ALIGNING POLE CONC. FOOTING 3000 PSI STEEL CENTERING WEDGES GROUND SPIKE AS NOTEDT HINGE POST 6" CLEAR - Zv z zw ww W0 Z0 � o COMMERCIAL w Z GRADE L' EaBULLDOG of HINGE <3 x� <0 �w 6" CLEAR - FOOTING, SIZE NOTED BELOW LAIV11 rUJI TRUSS ROD W/ TURNBUCKLE CHAIN LINK FABRIC AND TIES FULCRUM STYLE LATCHES AT ALL GATES. GATE FORK LATCH FOR HEAVY DUTY PADLOCK STRETCHER BAR -TYP. 4 SIDES 2" CLEAR FROM FIN. GRADE ALL JOINTS WELDED TO MAKE SOLID FRAME FINISH GRADE HOLD TOP OF FOOTING 6" BELOW FINISH GRADE -TYP. NOTES: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS. 2. ALL GATES TO BE INSTALLED PLUMB, AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. 3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 4. ADJUST HARDWARE FOR SMOOTH OPERATION. 5. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH. 6. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN. 7. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT SINGLE CHAIN LINK GATE 1/2" = 1--e" BIKE RACK, SEE CONCRETE RAVIN SEE CIVIL FINISHED GRADE NOTES 1. SPORTWORKS •TOFINO NO SCRATCH" BIKE RACK BY SPORTWORKS NORTHWEST, SURFACE MOUNTED WITH CONCRETE WEDGE ANCHORS, SEE SPECS. 2. INSTALL BIKE RACK PLUMB AND LEVEL. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. BIKE RACK 1/2" = 1'-e" P-RE1-06 \� Y 1" = 1'-0" WEISMANDESIGNGROUP }}lAy=peasm=�= 11 IIHMFECIME SFATIIEWANI113 20fi 33WOGINGf-pA % exv eIn• aoF.wc`PN 24" FROM P-RE1-02 i'OOi'Oi�`e'OOiO i�i' • " • ♦Oil ♦��i�c��l INSPECTOR CHAIN LINK FABRIC AND 1!I� illitit�litit�llit�lli!!i.?i!�liAl�liAl�li4:_�•i��!��!��TIES U O F ALL JOINTS WELDED TO MAKE SOLID FRAME �� 12" DIA. GONG. CENTER HOLD TOP OF �q!-!.. STOP WITH PVC SLEEVE FOOTING 6" BELOW I .. FOOTING, SIZE INSERT. PROVIDE A SIMILAR FINISH GRADE, TYP. NOTED BELOW STOP FOR EACH GATE ARM TO HOLD IN OPEN POSITION NOTES: 1. SEE SPECIFICATION SECTION 323113 FOR ADDITIONAL INFORMATION ON POSTS, FOOTING AND OTHER COMPONENTS. 2. ALL GATES TO BE INSTALLED PLUMB AND SECURE FOR FULL OPENING WITHOUT INTERFERENCES. 3. ATTACH HARDWARE BY MEANS WHICH WILL PREVENT UNAUTHORIZED REMOVAL. 4. TACK WELD ALL GATE HARDWARE AFTER ADJUSTMENT. 5, ADJUST HARDWARE FOR SMOOTH OPERATION. 6. PROVIDE CANE BOLT AND RECEPTACLE IN PAVEMENT TO SECURE EACH S1DE IN FULLY OPEN POSITION. 7. REFER TO SITE PLAN AND GATE SCHEDULE FOR LOCATIONS OF GALVANIZED OR BLACK VINYL FINISH. 8. ALL MESH OPENING TO BE 2" OR OTHERWISE NOTED ON PLAN. 9, PROVIDE FIRE DEPARTMENT KNOX BOX AS INDICATED ON GATE SCHEDULE. FIELD LOCATE PER FIRE INSPECTOR. 10. GATE POST FOOTINGS: 12" HOLE DIAMETER, 42" DEEP, 42" POST EMBEDMENT. DOUBLE SWING CHAIN LINK GATE I/2" = r-e" 4" DEPTH C.I.P. CONCRETE STRIP 1/2" RADIUS, TYP. BUILDING EDGE FINISH GRADE 1/2" OR WALL BELOW TOP OF CONCRETE, TYP. EXPANSION JOINT N BLDG. FEE- < ' 4 Na e 4" DEPTH CRUSHED ROCK BASE 24" TYP. COMPACT SUBGRADE OR AS NOTED BENEATH CONCRETE ON PLANS TO 95% TYP. NOTES: 1. PROVIDE EXPANSION JOINTS AT 20. O.C., OR AS SHOWN ON DRAWINGS. 2. EXPAND WIDTH OF MOWSTRIP WIDTH TO ENCOMPASS DOWNSPOUT CLEANOUTS AS NEEDED TO ENSURE 6" CLEAR BETWEEN EDGE OF CLEANOUT AND EDGE OF MOW STRIP IN ALL DIRECTIONS. CONCRETE MAINTENANCE STRIP P-RE1-03 P-RE1-10 \. v I/ P-RE1-17 �KCI ONE MOH DATUM fans ON°7Y F NM ONE MEN REVISION BY DATE APPR eP $"""Fp1.1N0L OCITY OF RENTON Planning/Building/Public Works Dept. R-4192131 IN COMPLIANCE WITH CITY OF RENTON STANDARDS GLli6I NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS 04 0 WO IN 0) W N V O O N E+ r z w U 04 MAR 2022 O H o � L4.0 SWEEO"m d .nv J—I/Z O6HLU 4U O16LL YIYL VULLT WtLULU HNU GKUUNU OMUUIYI WIDTH VARIES, SEE GATE SCHEDULE, FIELD VERIFY GREASE NIPPLES EQUAL EQUAL (ZERK FITTINGS), ONE ON TOP AND 1/4" GALV. STEEL PLATE END EQUAL EQUAL 1'-9" 1'-9' EQUAL EQUAL ONE ON SIDE CAP, FULLY WELD TO PIPE a \ \ --- TEFLON (PTFE) DISC, 5- DIA. X 1/2-, rA \ \ INSIDE OF OUTER PIPE \ \ SEE PIPE GATE \l t GATE FRAME SUPPORT POST 6XS STEEL OUTER PIPE * \ I DETAIL M \ SXS STEEL INNER PIPE 1/2" CONCRETE CURB \ 4" REFLECTIVE TAPE, TYP, CHAMTE�R, RUBBER GASKET SIZED TO SEAL GAP _ BETWEEN OUTER AND INNER PIPE PROVIDE FIRE DEPARTMENT APPROVED PROVIDE PERMANENT \ KNOX PAD LOCK WITH GATE KEY AT EACH I ,• _ GATE. COORDINATE REQUIREMENTS WITH PLAQUE WTHNfiOF WEATHERPROOF GATED SIGNED To _\�— III III INSTALL TO MATCH FINISH ELEVATIONS III— a FIRE DEPARTMENT— -III DRILL HOLE. ONE PER b BE LOCKED OPEN 1/2 STEEL PLATE, OF ADJACENT CURB AND SIDEWALK, TYP. { EACH SIDE, TYR. WITH DR CLOSED AT ��/ 96 \� FULLY WELD TO PIPE I . d THE FOLLOWING ALL nMES. / h— i • :' i r, #3 U SHAPED BARS WORDING: #3 U SHAPED BARS DRILL SLOT IN FLANGE iO f�'•y 'I MIN 3' a NOTES : / ^`° \ TO ACCEPT 1-1 /2' DIA.•.' I STEEL PIN :. CLEAR 1. GRIND ALL WELDS SMOOTH. \ . •, f I- T ALL STEEL COMPONENTS TO BE SHOP GALVANIZED AFTER 1/4" STEEL PLATE END ' NOTESJL I CATION.CAP, FULLY WELD TO PIPE 1. ALL STEEL COMPONENTS TO BE 3CONTRACTOR SHALL PROVIDE (2) 1 1/2' DIAMETER STEEL "' ELEVATION S " GALVANIZED AFTER FABRICATION. PINS DRILLED HOLE TO ACCOMMODATE HEAVY DUTY LOCK \ DRILL HOLE IN FLANGES TO \ / �n 2. PROVIDE GREASE FITTINGS AT TOP AND PROVIDED BY OWNER. ACCEPT 1-1/2" STEEL PIN .:' SIDES OF GATE POST. i ... 4. PROVIDE REFLECTIVE STICKERS ON ALL VERTICAL AND 7 '° ' 3. PROVIDE RUBBER SEAL AT BOTTOM OF HORIZONTAL GATE MEMBERS, BOTH FRONT AND BACK SIDES.\ 1-1/2" DIA. STEEL PIN TO � � OUTER PIPE. 5. PROVIDE AN APPROVED ACCESS DEMCE FOR EACH GATE, \ LOCK GATE. PIN TO HAVE 4. GRIND WELD AT INNER PIPE SMOOTH AND COORDINATE WITH FIRE PROTECTION DISTRICT FOR EACH GATE \ / 1/2" DRILLED HOLE FOR 3-0 FLUSH WITH FACE OF INNER PIPE. APPLICATION.--J L--J LOCK 5. PROVIDE (PTFE) DISC AT TOP OF 6. PROVIDE HOLD OPENS AS SHOWN ON PLAN AND DETAIL. GATE SUPPORT POST. 7. PROVIDE GRAVEL MOW STRIPAT BASE OF ALL POSTS LOCATED PLAN WELD (2) GALV. STEEL KEEPER CHAINS TO GATE ARM. ONE IN LAWN AREAS. ---�� KEEPER CHAIN SHALL BE WELDED TO END OF STEEL LOCKING PIPE GATE SUPPORT POST HASP ENLARGEMENT PIN, AND ONE SHALL BE ATTACHED TO END OF LOCK. CONTRACTOR TO VERIFY THAT KEEPER CHAINS ARE SUFFICIENTLY LONG TO ALLOW GATE TO BE EASILY LOCKED. VEHICULAR PIPE GATE 1/2" = V-0" P-RE1-05 DRILL HOLE IN FLANGE TO ACCEPT 1-1/2" DIA. STEEL PIN, WHERE GATE SWINGS TO TOP OF WALL TO HOLD OPEN POST REMAIN LEVEL IN Ea < LONG DIRECTION S. 2 1/" STEEL PLATE, FULLY EASED EDGE, TYP. V-6" SKATEBOARD DETERRENT LENGTH VARIES, SEE PLANS WELD TO PLATE NOTCHES, SEE PLAN FOR TOP RUNS LEVEL SLOPE 29, LOCATIONS 1/4"STEEL PLATE, FULLY SEE PLAN$SEE PLAN WELD POST r7 4 SCHED 40 STEEL PIPE C.I.P. CONCRETE WITH 4' BAR 018" SMOOTH SACKED FINISH O.C. EA. WAY, 1 /2" MIN 2" CLEAR {71 CHAMFER, INSTALL TO MATCH FINISH ELEVATIONS it '� r, .i % TYR OF ADJACENT CURB AND SIDEWALK, TYP. EXPANSION JOINT FINISH GRADE; ADJACENT m I AT CONCRETE SURFACING VARIES, SEE p a. .• FINISH GRADE PAVING, TYR 1 ]: LAYOUT 1 9 : III III III III aGp OQiOo 0 0! —III III— FRONT ELEVATION SKATEBOARD EXPANSION .III — III III III h(r III— DETERRENT JOINT, TYP. III III.I II III a NOTCHES 00 I— I `- :.• III —I I— M ° —_— -II I —III —III FOOTINGCONCRETE NOTE: CONCRETE FOOTING 1. PROVIDE VERTICAL EXPANSION JOINTS ALIGNED WITH PAVING EXPANSION JOINTS. SEE PLAN. a° SECTION ELEVATION - III_III-III— —I 2. ALL SKATE DETERRENTS ARE TO BE FORMED ON ALL FACES OF SEATWALLS WHEN ADJACENT TO PAVED AREAS. COMPACT 3. TOP OF WALL ELEVATION TO REMAIN CONSTANT. DO NOT SLOPE TOP OF WALL WITH GRADE. SUBGRADE TO 95% 4, ALL SKATEBOARD DETERRENT NOTCHES ARE TO BE INSTALLED ON ALL TOPS AND EXPOSED FACES OF SEATWALLS. ALIGN NOTE: SKATEBOARD DETERRENT NOTCHES WITH EXPANSION JOINTS WHERE PROVIDED. SEE PLANS FOR LAYOUT. 1. ALL STEEL COMPONENTS TO BE 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 1,_p• GALVANIZED AFTER FABRICATION. 6. PROVIDE SACK & PATCH FINISH ON ALL WALL FACES. 2. PROVIDE CONCRETE MOW STRIP AT BASE OF ALL POSTS LOCATED IN LAWN AREAS. PIPE GATE HOLD OPEN CONCRETE SEAT WALL 3/4" = l'-O" P-RE1-04 \,�j 3/4" = V-0" WEISMANDESIGNGROUP y=peasm=�= 1111HMrECIME SFATIIEWANI12 20fi 3iWDfiINCI.pA exv elna� PN }}lA ace Aao �NO Mi"o" DATUM fans M7Y FA REVISION BY DATE APPR AR �"""Fp1�1NpL P-RE1-14 R-4192132 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 IN W N V O O N F- z w CITY OF NEW ELEMENTARY SCHOOL#16 04 MAR zozz Q RENTONCHELAN O AVE NE � P� RENTON, WA 98059 w� Planning/Building/Public Works Dept. DETAILS L4.1 Q I" .xv LL N 0) Nit 0 w F— F51 ALL GATE HARDWARE 8'-0" O.C. TYR. PROVIDED BY MANUFACTURER AND 6" DIA. ROUND CEDAR POST INSTALLED PER MANUFACTURR ER'S SPECIFICATIONS FINISH GRADE - -f 1 -LLIm I� i m BLACK VINYL COATED CHAIN LINK FENCE FABRIC, STAPLE W/ GALV. NAILS TO �'I fT. II=I1 12" BACK OF FENCE RAILS AT 12" O.C. f - 12" DIA. CONCRETE FOOTING AT LINE I .. POSTS, 18' DIA. FOOTING AT END AND . CORNER POSTS, SLOPE TOP OF FOOTING 'I FOR DRAINAGE. '•� +'•, COMPACTED SUBGRADE NOTES: 1. SEE PLANS FOR LOCATIONS AND LAYOUT. 2. CONTRACT TO SUBMIT CEDAR PEELER POLE SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. 3-RAIL WOOD FENCE WITH CHAIN LINK FABRIC 3/47 = 1'-V FLUSH CONCRETE CURB TRUNCATED DOME PAVER, SEE SPECIFICATIONS EXPANSION JOINT FINISH � GRADE / a MORTAR BED CONCRETE SLAB III COMPACTED SUBGRADE 1-III 2, SECTION a, 6" DIAM. ROUND CEDAR 4" ROUND CEDAR PEELER POLE GATE LOCK, PROVIDED AS PER MANUFACTURERS SPECIFICATIONS i II III IIIII=II' �gLACK VINYL COATED CHAIN LINK FENCE FABRIC, STAPLE I W/ GALV. W NAILS TO BACK t: III OF FENCE RAILS AT 12" O.C. 01" STAINLESS STEEL TENSION ROD WITH "I I" TURN BUCKLE - III- SEE DETAIL 7/14.0 FOR 3-RAIL WOOD FENCE FOOTING NOTES: 1. SEE PLANS FOR LOCATIONS AND LAYOUT. 2, CONTRACT TO SUBMIT CEDAR PEELER POLE SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. 3- CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR INSTALLATION. 2 SINGLE SWING 3-RAIL WOOD GATE WITH C.L. FABRIC P-RE1-07 X3/4" = 1'-0" P-RE1-08 FIXED BOLLARD, SEE DETAIL 3/L4.1 1 1 - rCONCRETE a A .S PAVING, TYR. s 4 a TRUNCATED 00040� 000 0 .,.,uc .,, - DOME PAVER 000. 000000000000c 000�000000000000cc 000 00000000000001, 000 000000000000Oc 000 0000000000000 00000000000000000 00000000000000000 .V 00` > 000000000000000000 .0 "V0000J... JO 0000000000000000000.;-1-1-1-1-1-1-1-1-100000000000000 000 000000000000000000000000000000000000000000000000 Air FLUSH CONCRETE CURB PLAN ASPHALT DRIVE, SEE CIVIL TACTILE PAVING 3/4" = V-0" ALL GATE HARDWARE PROVIDED BY MANUFACTURER AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS 4" ROUND CEDAR PEELER POLE `.i I`. III-Illi II�I�' BLACK VINYL COATED CHAIN �.I f LINK FENCE FABRIC, STAPLE :, 1'.,- W/ GALV. "U" NAILS TO BACK I�- OP FENCE RAILS AT 12" O.C. ..'I I.. 01" STAINLESS STEEL I' II: TENSION ROD WITH TURN BUCKLE >• 1 SEE D-L4.01 FOR WIRE FENCE FOOTING 6" DIAM. ROUND CEDAR NOTES: 1. SEE PLANS FOR LOCATIONS AND LAYOUT. 2. CONTRACT TO SUBMIT CEDAR PEELER POLE SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR INSTALLATION. DOUBLE SWING 3-RAIL WOOD GATE WITH CHAIN LINK FABRIC v ) 3/4" = 1'-0- FIXED BOLLARD, SEE SPECS HEAVY SANDBLAST FINISH; MASK OFF CONCRETE EDGES PRIOR TO SANDBLASTING, LAYOUT APPROVAL BY LANDSCAPE ARCHITECT. PROVIDE TACTILE PAVING, SEE MOCKUP FOR APPROVAL WITH OWNER DETAIL 2/14.1 WIDTH VARIES, EXPANSION JOINT, TYR. SEE PLAN MAX DEPTH FLUSH CONCRETE CONCRETE PAVING, CURB FINISH GRADE REFER TO PLANS FOR SCORING AND FLUSH FLUSH EXPANSION JOINT d ° d° - LAYOUT .. .... ... °d °d a y d BURY 24" SQUARE III II CONCRETE FOOTING �I III III III UNDER PAVEMENT —IIIII ` III ` �~ III III I' I —III I •'III —III III III 2'-0" SQUARE FIXED BOLLARD --F-1- 1 'Ni _`/I = I' P-RE1 ACCENT PAVING P-RE1-13 GATE LOCK, PROVIDED AS PEF MANUFACTURER'S SPECIFICATIONS R-4192133 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO sippo 04/13/2022 WEISMANDESIGNGROUP *P�01 meµ" NEEmi `�"' CITY OF NEW ELEMENTARY SCHOOL#16 CHELAN AVE NE RENTON RENTON, WA98069 zas-0zx-nsz N DATUM planning/Building/Public Works Dept.DETAILS ttuc TccaaxEN I ONE NON NO, REVISION BY DATE APPR AR 94 0 11110 117 W N V N r z w m U 04 MAR 2022 O DONNEDROE L4.2 s d 1o. ..7 N O O 0 W H GALV. STEEL HANDRAIL SEE PLANS- 1.66" O.D. SCH. 40 PIPE. oz z az a wwu o ��z HANDRAIL SLEEVE INSERT u,aES +/-2" DIA., GROUT IN 6" 6" '"wa< PLACE W/ WATERPROOF ¢ M 0 NON -SHRINK GROUT. >¢ CONCRETE PAVING SLEEVE DEPTH 6" ° �Y CONCRETE CURB j • W/#4 REBAR 0 24" r '•, O.C. EACH WAY. I� •a. III REFER TO SITE _ PLAN, AND CIVIL GRADING FOR III— _ III LOCATION AND HEIGHT. RAMP CROSS SECTION GALV. STEEL HANDRAIL 1.66" O.D. SCH. 40 PIPE. 3" FACE OF BUILDING, SEE ARCH EXPANSION JOINT, •� TYP. AT FACE OF WALL ��. COMPACT SUBGRADE ,i TO 95% ACCESSIBLE RAMP 3/4" = i'-9" P-REi-15 \N,� 3/6" = V-e" -Y4" CHAMFER TYP. OUTSIDE EDGES CIP CONCRETE CURB WALL W/ SMOOTH SACKED FINISH EXPANSION JOINT FINISHED GRADE OF PAVING LAWN SEED PER a SPECIFICATIONS FLUSH CURB SEE CIVIL GEOBLOCK®5150 POROUS PAVEMENT SYSTEM, RUNNING BOND PATTERN PAVING MATERIAL - := CONFIGURATION. INSTALL PER VARIES, SEE PLANT Apo 0000° 'off'' MANUFACTURER'S RECOMMENDATION. 080 moo° °0O�o PROVIDE TOPSOIL AND HYDROSEEDING PERR SPECIFICATIONS — ° a Zj��jj/\\ III III III— COMPACTED CRUSHED BASE MATERIAL PER MANUFACTURER'S - RECOMMENDATIONS, MIN. 8" DEPTH. COMPACT SUED POROUS GRASS PAVEMENT SYSTEM TO 95% CONCRETE CURB WALL 3/4•• = V-0" P-REi-18 `� 1" = 1'-0" }WEISMANDESIGNGROUP y=peasm=�= E SbkTREWASMOIN13 20fi 33WOGINCI.pA 9yQ'16 \,�'� exv e�+ate PN ace Aao w a CURB WALL ADJACENT CONDITION REFER TO SITE PLAN #4 BAR ® 12" O.C. EACH WAY FENCE, SEE PLAN FOR - LOCATION. SEE DETAIL 1, SHEET L4.0 'X" CHAMFER TYP. OUTSIDE EDGES EXPANSION JOINT PAVING MATERIAL VARIES, SEE PLAN FINISHED GRADE OF \ PAVING EQ. CIP CONCRETE CURB WALL W/ SMOOTH SACKED FINISH #4 BAR 0 12" O.C. EACH WAY w K o a�z 3"MIN. < om� ✓+ III— CLEAR i —w m I 11 I I- #4 BAR 012" O.C. a I I —I '�.J�r I I- EACH WAY TOP AND .. BOTTOM OF FOOTING 7. o f t� �p IIII IIII �� —1 I —I'2' III —I 11- CURB WALL WITH FENCE OR GUARDRAIL ADJACENT CONDITION REFER TO SITE PLAN #4 BAR 0 12" O.C. EACH WAY TOP AND BOTTOM OF FOOTING CITY OF KC_ VPNEIMOH RENTON ""FOTy Planning/Building/Public Works Dept. F N(YF ONE MEN REVISION BY DATE APPR AP �"""Fp1�1NpL DATUM P-RE1-16 P-RE1-19 R-4192134 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS 94 0 WO W N V O O N r z w m Came U 04 MAR 2022 O H o L4.3 �mEnNoc d .x7 N O I O 0 W 4" WADE STRIPE, TYP. FILL COLOR SHALL BE AS NOTED ON PLANS TETHERBALL POST ASSEMBLY, SEE SPECS 18"0 PLAN: 3/16"=1'—O" NOTE: 1. ALL PAVEMENT STRIPING TO BE 4" WIDE PAINT, COLOR AS NOTED ON PLANS. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. TETHERBALL .a� 1/4" = V—e" TETHERBALL, SEE SPECS FINISHED GRADE OF ADJACENT PAVEMENT, SEE PLAN CONCRETE FOOTING FINISH GRADE SET BOULDERS ON COMPACTED SUBGRADE F30"-48", TYP. VAaI=�s��ii� PLACEMENT IN PLANTING BED LEVEL AS DIRECTED USING NATIVE SUB SOILS COMPACT SUBGRADE TO 95% NOTES: COMPACT 1. LANDSCAPE ARCHITECT TO DIRECT PLACEMENT OF ALL BOULDERS IN FIELD. GRADE 2. BACKFILL AND COMPACT ALL GAPS ON SIDES AND BOTTOM TO PROHIBIT SUB TO SUBGRADE MOVEMENT AND MINIMIZE SETTLING. 3. REMOVE ALL DIRT AND DEBRIS FROM BOULDER SURFACES. 4. SEE SPECIFICATIONS FOR BOULDER TYPE / SIZES 5. SEE GRADING PLANS FOR FINISH GRADE ELEVATIONS TOP AND BOTTOM OF BOULDERS. SEAT BOULDER P—RE1-20 \,,NJ 3/4° = 1'—e" NOTES: 1. SEE SPECIFICATIONS FOR MAP STENCIL DIMENSIONS AND ADDITIONAL REQUIREMENTS. 2. STATES AND COUNTRIES TO BE OUTLINED ONLY, NO SOLID FILL. 3. ALASKA AND HAWAII LOCATIONS TO BE MARKED OUT IN FIELD FOR APPROVAL PRIOR TO FINAL PAINTING. WORLD MAP AND MAP OF THE UNITED STATES NIS WEISMANDESIGNGROUP }A MGPE 2329E MAD50N Si 20fi-322-1]32 11 IIHMEECIME sE6T11EWAN112 .WOGINGfpA SUBGRADE, TYP. SPECIFIED TOPSOIL COMPACT SUBGRADE TO 95%TYP. GENERAL NOTES SALVAGED LOG SET LOG INTO SLOPED SUBGRADE. FIELD LOCATE AS DIRECTED BY LANDSCAPE ARCHITECT. 1.) LANDSCAPE ARCHITECT TO APPROVE PLACEMENT OF ALL LOGS. 2.) BACKFILL AND COMPACT ALL GAPS ON SIDES AND BOTTOM TO PROHIBIT MOVEMENT AND MINIMIZE SETTLING. 3.) REMOVE BRANCHES AND CUT ENDS AS DIRECTED IN FIELD. 4.) REMOVE ALL LOOSE DEBRIS AND DIRT FROM LOG SURFACES. 5.) SEE SITE PLAN FOR APPROXIMATE LENGTH OF LOGS. ALL LOGS TO BE MIN, 24" DIA. CU UUEH ON l:lM1YAUILU JUbU AUL, 'ROXIMATELY ONE—THIRD TO REMAIN OW FINISH GRADE SUBGRADE TO 95% DIRECTED USING NATIVE SUB SOILS PLACEMENT IN WOODCHIPS _2--I1/2" 7-1/2„ 1'-3" R 1�❑ ❑L J� 1" WIDE LINE. TYP. �n n� IL 11 I 4t E TYPE 1 5" HIGH IL STENCILED rI NUMBERS, CENTER ❑L TEXT WITHIN SQUARES, TYP. COLOR: ^? WHITE ❑� 2'—G" — TYPE 2 NOTES: 1. ALL PAVEMENT STRIPING TO BE 1" WIDE PAINT, COLOR AS NOTED ON PLANS. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. 2. DIMENSIONS SHOWN ARE TO CENTER LINES OF STRIPING. 3. MASK/TAPE OFF ALL LINES FOR STRIPING. 4. SUBMIT CUT SHEETS OF STENCIL NUMBER GUIDES TO ARCHITECT FOR APPROVAL BEFORE MARKING PAVEMENT. SALVAGED LOG 5 HOPSCOTCH 3/4" = 1'-0" P—RE1-23 1/2" = 1'—T CITY OF �NO RENTON I ONE MOH DATUM ""FOTy Planning/Building/Public Works Dept. F NM ONE MEN NO, REVISION BY DATE APPR AR $CkE�NMY P—RE1-22 P—RE1-24 R-4192135 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS 04 0 WO 0) W N V O O I N E+ m r z w U 04 MAR 2022 O H o L4.4 D- 1o9 Nnv 4" WIDE OUTER LINE, TYP. 2" WIDE INTERIOR LINES, TYP. 2" HIGH X 1.5" WIDE iELVETICA LETTERS, ,ENTER TEXT WITHIN 1UADRANT NOTES: 1. PAVEMENT STRIPING COLOR AS NOTED ON PLANS, WIDTH AS NOTED ON ABOVE PLAN. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. FOUR SQUARE STRIPING 1/4" = 1'-0" P—RE1-25 1/4" CRUSHED GRAVEL WITH BINDER 2" MIN. DEPTH, SEE SPEC 5/8" MINUS, 4" MIN. DEPTH, COMPACT CRUSHED ROCK SEE SPEC SURFACE TO 95% —1'-0' AS NOTED IN PLANS 1' —0' LEVEL AREA SLOPE AT 1 % LEVEL AREA EXISTING SUBGRADE, COMPACT TOJ FILTER FABRIC 95% BENEATH PATH GRAVEL PAVING 3" DEPTH COMPACTED CRUSHED ROCK BASE COURSE, SEE SPECS 6" DEPTH COMPACTED ENGINEERED WOOD FIBER FOR PATHWAYS WITH BONDING AGENT, SEE SPECS Y-0' AS NOTED IN PLANS - LEVEL AREA SLOPE PER CIVIL TYPICAL SECTION EXISTING SUBGRADE, COMPACT SUBGRADE TO 95% BENEATH PATH REMOVE ALL ROCKS, STICKS, DEBRIS AND UNDULATIONS TO CREATE A SMOOTH SURFACE AS NOTED IN PLANS — 5/4"X4" COMPOSITE 3/4" MAX. RECYCLED PLASTIC EXPOSURE LUMBER BENDER BOARD SLOPE PER CIVIL NOTE: 1. EDGING TO BE 5/4"X4" COMPOSITE RECYCLED PLASI LUMBER BENDER BOARD; SUBMIT PRODUCT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INST/ 2. PRE —STAKE PATH IN FIELD FOR APPROVAL BY LANE ARCHITECT. 3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WOOD CHIP PATHWAY 1/2. = 1,-0. SYNTHETIC TURF 1/Y' = 1'-0^ P—RE1-30 \, f 1 1/T = 1'-0^ }WEISMANDESIGNGROUP y=peasm=�= rN:RllIE 2-11732 SFATIIEWAN1112 20fi 3iWOfiINCI.pA 9ya'16 \,�'� " exv e�+ate PN ace Aao EVEN IHANSHION INID EXISTING GRADES MIRAFI 140N GEOTEXTILE FABRIC —0" VEL AREA PROVIDE FLUSH TRANSITION WHERE ADJACENT TO PAVING MIRAFI 14ON GEOTEXTILE FABRIC; STAPLE FILTER FABRIC TO BENDER BOARD 6" O.C. WITH HEAVY DUTY STAPLES ALONG FULL LENGTH 18" STANDARD PRE —DRILLED STAKE TO MATCH BOARD COLOR; SPACING MAX. 24" O.C. ATTACH TO BOARD WITH 1-1/4" GALVANIZED SCREWS. 3" DEPTH COMPACTED CRUSHED ROCK BASE COURSE, SEE SPECS 6" DEPTH COMPACTED ENGINEERED WOOD FIBER FOR PATHWAYS WITH BONDING AGENT, SEE SPECS EXISTING SUBGRADE, COMPACT SUBGRADE TO 95% BENEATH PATH REMOVE ALL ROCKS, STICKS, DEBRIS AND UNDULATIONS TO CREATE A SMOOTH SURFACE P—RE1-29 TOP OF CURB TO BE FLUSH WITH TOP OF ASPHALT RECYCLED PLASTIC 2X4 NAILER, FASTEN TO CONCRETE WITH 1/4"X5" GALV. EXPANSION ANCHORS 0 12" O.C. IN ZIG 1/2" RADIUS EASED EDGE, SAG PATTERN. SET TOP OF BOTH SIDES NAILER SUCH THAT TURF INFILL WILL BE MIN. 1/4" ABOVE TOP OF CONCRETE CURB AFTER COMPACTION. FASTEN TURF FABRIC MAT TO 2X4 RECYCLED PLASTIC NAILER PER 6" GONG. CURB WITH (2) #4 TURF MFR.'S RECOMMENDATION, BARS CONTINUOUS. PROVIDE UTILIZING 1-1/4" S.S. STAPLES. ALTERNATING EXPANSION JOINTS (FULL DEPTH OF CURB) AND TOP OF SHOCK PAD TO BE SYNT HETIC TURF CARPET SYSTEM HETCINFILL, CONTROL JOINTS AT 10' O.C. FLUSH NTH TOP OF NAILER AND SEE SPECS FOR DEPTH AND OTHER REQUIREMENTS SYNTHETIC TURF ADJACENT SURFACING iO SECTION 40 SHOCK PAD, SEE SPECS FOR FLUSH WITH TOP OF DEPTH AND OTHER REQUIREMENTS CURB 6" PERMEABLE BASE STONE "1 CONTINUOUS WITH SUBGRADE, SEE _ 0. SPECS GEOTEXTILE FABRIC, TENCATE MIRAFI RS380i UNDER ENTIRE FIELD. OVERLAP MINIMUM 12", SECURELY STAPLE IN PLACE. COMPACTED DE SEE SPECIFICATIONS. BLOCK OUT FOR DRAINAGE PIPES IF NEEDED 0 SYNTHETIC TURF EDGE ANCHOR P—RE1-31 \'—'/ 1 1/Z' = 1'-0" �KCONE MOH DATUM faai ch°7YAT EEE� REVISION BY DATE APPR AR a`""�N0L FIELD. OVERLAP MINIMUM 12", SECURELY STAPLE IN PLACE. P—REl-32 R-4192136 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 94 0 WO IN W N V O O N DEVELOPMENT ENGINEERING msippo 04/13/2022 vl cl) F- z w CITY OF NEW ELEMENTARY SCHOOL 0 4 NAR zozz Q RENTON O CHELANAVE NE" RENTON, WA 98059 Planning/Building/Public Works Dept. DETAILS L.4.5 DILI m anv EL N O O 0 W H NOTES 1. ALL PAVEMENT STRIPING TO BE 4" WIDE ORANGE PAINT. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. 2. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FULL -COURT BASKETBALL 1 /8" = 1'-B" DIAGONAL BRACES PER — MANUFACTURE'S STANDARD 55 ' O.D. GALVANIZED) STEEL POST - I 0 :III—'.::•�-. ....:. a llllll `� .�-- 2'-6" BASKTEBALLHOOP Am -FINISH GRADE n— I CONCRETE FOOTING NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON BASKETBALL STANDARD. BASKETBALL STANDARD, THIS DETAIL LAY OUT ARC FROM CENTER OF RIM BASE LINE a R6' } * ry o BASE LINE o R=6'-0" 15' FROM FACE OF BACKBOARD TO OUTSIDE EDGE OF g FREE THROW LINE 153-0" 4'-O" BASKETBALL HOOP, SEE �19 4'FROM FACE OF FROM FACE OF ARCH FOR COVERED BACKBOARD TO BACKBOARD TO PLAY DRAWINGS INSIDE EDGE OF OUT BASE LINE EDGE OF FREE THROW LINE FROM FACE OF TO INSIDE SIDE EDGE E OF BASE LINE n `� 000v v voo v vo M onnn nnnnn nn LOGO BAND n l NON -MARRING GLIDES I5 ANCHOR BOLT WITH LENGTH SU FFICIENT TO PROVIDE SECURE ¢¢Z4FF D¢" EMBEDMENT INTO CONCRETE NOTES 1. LANDSCAPEFORMS 'CHASE PARK" SIDE OPENING UTTER RECEPTACLE. www.landscopeforms.com 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WTH MANUFACTURE'S SPECIFICATIONS, TRASH & RECYCLING RECEPTACLE 1/2 = 1 -0 P-RL _ \�� 1" = 1'-0" }WEISMANDESIGNGROUP y=peasm=�= 1�IIHMrECIME 2-11732 STATUEWANI112 20fi 33WOGINCI.pA exv el+ate PN ace Aao NOTE: 1. ALL PAVEMENT STRIPING TO BE 4" WIDE PAINT. COLOR AS NOTED ON PLANS. PROVIDE MINIMUM TWO COATS. REPEAT AS NEEDED TO ACHIEVE SOLID, OPAQUE COLOR. BASKETBALL KEY STRIPING P-RE1-27 ,N 1/8" = 1'-D" P—RE1-33 CITY OF KC_ VPNEINOH RENTON CH"FO "Ty Planning/Building/Public Works Dept. F NM ONE MEN REVISION BY DATE APPR eP �"""Fp1�1Npl DATUM P-RE1-26 R-4192137 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS 04 0 WO m W N V O O N m r z w m U 04 MAR 2022 O H o L4.6 �mEn1cn .xv IL 22'-4 1 /2" CONCRETE q CURB WALL L4.3 430.32 TW 429.82 TP RAMP PROFILE AT SOUTHWEST CLASSROOM WING 3/87 — 1.—O.. 8'-0" 129'-0" $ EQUAL EQUALEQUALEQUAL, EQUAL EQUAL MAX 5'-0" GALVANIZED gA HANDRAIL L4.1 SIMILAR TO FINISH GRADE BEYOND TN�� 431.31 TW 430.81 TP 429.50 TW 429.00 TP P—RE1-34 RAMP PROFILE AT NORTHWEST CLASSROOM WING 3/8" = l'—O" P—RE1-35 ILNWEISMANDESIGNGROUP NDS��HRCH TFCNE NE SEAiII£ WA 9811 ZT 06-322-1732 WDG NCCOM CITY OF '' RENTON I ONE"c" DATUM AT NEUCCEI Planning/Building/Public Works Dept. M.`MO�NIF HOF ONE CH R-4192138 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 DETAILS O N O W N ,It 0 O N X J) r z w U MAR 2022 O �.: H NO NO —4.7 „o IA7 o W - 425 = \ 497 Fr., 49719m AJ 07FY I- 620.00 PG\ \ \ \ \ \ \ dm.m IE V A \ V \ \ \\ \\ \F\ 428.27 FG \ \ 4 .PIE \ \ 427.0 IE -v 425.20 Is F mY \ \ \ \2 \ \ 4zd.57 CIE \ 24,86 1E 428.81 FG ,44.BS CIE 427.311E - i - \ 42513 CIE x \ 426031E \42541 CIE \ \426.601E / 62i89CIE 626OB FG \ 6.9]BIE\ 425.941E 42).SB IE \ 4226I\\ - '4016IFX- - - 420281E - 42625CIE Ijr,531 \ d28.5] IE 42653 CIE �/ �9 426.891E� \ 4n.21 IE aq \ m 4n.53Is\ \ \ Q6.71 CIE 429.08 FG \ 428.81 F( 427.0 IE 427.31 IEi jCLEAN OUT, FLUSH WITH PAVING TYP. K-3 L5.0 \ .747E V 417721E / 429. FG CONTRACTOR 1 427.30 LINE LOCATION / FOOTINGS AND / SPACING OF LA I ry W 4 9 427.351E o� ,.,i \ TIE LATERALS INTO STORM CHAMBER SYSTEM 12" ROCK LAYER SHOWN ON CIVIL DRAINAGE PLANS, TYP.. LATERAL TO STORM 45" % SYSTEM ROCK LAYER T%n 423.581E IF \ \ \ \ TOP OF CHAMBER 422.50 RREEF/ERI TO CIVIL GRADING SHEE 425,33 PC 425.391E 1 19An7IP I � 8FG 981E 426.65 FG / /Q1 s�51E1E N SCALE:1 "=30'4' 0' 15' 30' 60' 120' LAWN OR SYNTHETIC TURF, SEE LANDSCAPE PLANS FINISH GRADE MOUND BACKFILL IN TRENCH AS SHOWN COMPACT SUBGRADE TO 90% NATIVE BACKFILL COMPACTED TO 95% 8" TIGHTLINE COLLECTOR \ �\ AS SHOWN ON PLANS, SEE PLAN FOR INVERT ELEVATIONS, SEE SPECS / FOR SIZE 2" CLR. MIN 6" MIN. TIGHTLINE COLLECTOR PIPE a Scale: 1 1/2"=1'-0' SUBDRAINAGE LEGEND SYMBOL DESCRIPTION 3 6 ® 8'COLLECTOR TIGHT LINE L5.0/ �L5.0/�q�� - - - - - - LATERAL LINE -SEE SPECIFICATIONS/ FOR SIZE, TYPE, AND DETAIL L5.0 L5.0 • POINT OF CONNECTION TO STORM ROCK LAYER L5.0 O CLEAN OUT 4 L5.0 IF LATERAL LINE INVERT ELEVATION CIE COLLECTOR INVERT ELEVATION FINISH GRADE PER CIVIL DRAWINGS SUBDRAINAGE NOTES 1. DO NOT SCALE DRAWINGS. 2. THIS SHEET CONTAINS FIELD SUBDRAINAGE INFORMATION ONLY. FOR SURFACE GRADING AND STORM DRAINAGE INFORMATION SEE CIVIL DRAWINGS. 3. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE 4 BEGINNING WORK. \ 4. DRAINLINE LENGTHS AND LOCATION ARE APPROXIMATE. STAKE LOCATIONS IN THE FIELD AND ADJUST AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. COORDINATE DRAIN LINES WITH PLAY EQUIPMENT FOOTING. 5. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT IN A TIMELY MANNER SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL -- REMEDIAL MEASURES REQUIRED. FINISH GRADE LAWN OR SYNTHETIC MOUND BACKFILL IN TURF, SEE LANDSCAPE TRENCH AS SHOWN AND SITE PLANS zi�3/8" PEA GRAVEL d PERFORATED PIPE SEE PLAN FOR bi INVERT ELEVATIONS, °G O SEE SPECS FOR haimis 0 a _�_�= SIZE. CENTER PIPE 0 ° _�_�_ = IN TRENCH. CAP ALL O O - II1=1ll= -lll= ENDS rc____COMPACT SUBGRADE A >°Off11�fflff1TO 90% >1 �.0 II v ,V-12" MIN. PERFORATED LATERAL PIPE ' Scale: 1 1/2"=1'-0" SEE PLAN FOR LE. LAWN OR SYNTHETIC TURF, SEE LANDSCAPE li .. ... ..,..a i,i., ,i_, ,i...,3.,., 1.1 i1 .0 L. k AND SITE PLANS 6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6 0 Q° B ° D° •&1 Q, 00 ° bG c90 ° O°a9�,,, -I I COMPACT SUBGRADE TO FINISH GRADE 1.: :. 10" ROUND VAULT BOX, FLUSH WITH :PAVING IN LOCATION NOTED ON PLAN 6" OR 8" WYE, 45 BEND WHERE SHOWN ON PLAN 3/8" PEA GRAVEL ADS PERFORATED PIPE NON -PERFORATED TIGHTLINE COLLECTOR 45 DEGREE SNAP Y AND REDUCING COUPLING AS REQUIRED (NO SADDLE TEES) DIVE DOWN INTO STORM SYSTEM ROCK LAYER. BURY PIPE MIN. 6" WITHIN ROCK. NOTES: 2 MIN. DEPTH, 3/8 PEA A. SLOPE CLOSEST 10' OF PERF. PIPE TO MAKE GRAVEL BENEATH PIPE, TYP. CONNECTION TO STORM SYSTEM ROCK LAYER. B. BACKFILL COLLECTOR TRENCH AS SHOWN IN DETAIL. (2) TWO WRAPS OF DUCT TAPE REQUIRED AT ALL CONNECTIONS. LATERAL TO STORM SYSTEM ROCK LAYER 2 Scale: 3/4"=1'-0" COLLECTOR LINE AS SHOWN ON PLAN NOTES: 1. EXTEND CAP TO SUBGRADE AS SHOWN AND LOCATE ON AS-BUILTS. 2. LOCATE CLEANOUT OUTSIDE OF TRACK OR INFIELD LIMITS AS SHOWN ON PLANS. CLEAN OUT w Scale: l"=1'-0' R-4192139 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/13/2022 WEISMANDESIGNGROUP (*7� °M"•° " CITY OF NEW ELEMENTARY SCHOOL#16 RENTON CHELAN AVE NE RENTON, WA 98059 NCSGPF 329 E MADISON Sf 322-1]32KG DATUM SUBDRAINAGE PLAN acx11ECTJR m'^N112 � N0. REVISION BY DATE APPR BAR � Planning/Building/Public Works Dept. n 0 CD CD Q N a m F- z w 2 U 04 MAR 2022 0 0 90 K. GL5.0 w D_ N O TIT O I cl W VICINITY MAPS g\\ I / p 9�kkk" — 0 o LEGEND 00 PARCEL BOUNDARY V �l ,N„-��Vi -- -- STANDARD WETLAND BUFFER (1001) p r ii \ 's!„til-v`: ° �" ��'' i'T[� "' _J' v — 15' CRITICAL AREA SETBACK �° 'I ¢/ S _ _, • .I DELINEATED WETLAND N mix 1111 1 �5'0 �6'hF. a ]Mi v }: �_W ieI'i A, .. SIR EXISTING CONDITIONS 0' 30' 60, 120' 240' SCALE 1:60 1 a% ,,,,,, ,,,,,,,,,,,,,,,,,,,,, I"'ITPI. ..".....,.... ... .,..T.0 g- 1....... EDWIN J. GREEN 101 , AS SHOWN 0160NT''1 N1°' Vim' GM AMC GM ^, �� DATUM � HM/AMC N0. REVISION BY DATE APPR IF IF THE WATERSHED COMPANY IVCITY OF RENTON Planning/Building/Public Works Dept. I SHEETINDEX W1 EXISTING CONDITIONS W2 IMPACTS AND MITIGATION W3 SITE PREPARATION PLAN W4 PLANTING PLAN AND PLANT SCHEDULE W5 PLANT INSTALLATION DETAILS AND NOTES W6 MITIGATION DETAILS W7 MITIGATION NOTES NOTES 1. CRITICAL AREAS DELINEATED BY THE WATERSHED COMPANY SEPTEMBER 2019, 2. SURVEY DATED OCTOBER 2019 RECEIVED FROM TERRANE LAND SURVEYING. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 EXISTING CONDITIONS MAR 2022 rW1 Q a 14, �147 a N O V O V 0 W i \ T T \I i i TIT. -= STORMWATER OUTFALLI TYPJ VIEW EXTENT OF BUFFER ENHANCEMENT, SEE SHEETS W3 AND W4 = = = = = ON I 9 0 G— I� o REMOVE IVY FROM TREE (#161) AND PROTECT CRITICAL ROOT ZONE TO THE GREATEST EXENT POSSIBLE. IVY SHALL BE REMOVED FROM LOWER 5-7 FT OF TRUNK BY HAND. IMPACTS AND MITIGATION 0' 30' 60, 120' 240' SCALE 1:60 1 4% ,,,,,, ,,,,,,,,,,,,,,,,,,,,, I "ia.PI. ..".....,.... ... .,..T.0 g- 1....... EDWIN J. GREEN JR wmcr:,ow , AS SHOWN 0160NT''1 N1°' Vim' GM AMC GM ^, �� DATUM � HM/AMC NO. REVISION BY DATE APPR ^°_^^^� ""E=RD"" THE WATERSHED COMPANY IVCITY OF RENTON Planning/Building/Public Works Dept. LEGEND PARCELBOUNDARY STANDARD WETLAND BUFFER (100') PROPOSED TEMPORARY IMPACTS (3,344 SF) 0 BUFFER ENHANCEMENT (102,040 SF) —x SILT FENCE — — — — 15'CRITICAL AREA SETBACK KtF PROPOSED LARGE WOODY DEBRIS, TYR. (18 TOTAL) 6 W6 SPLIT RAIL FENCE WITH CRITICAL AREA SIGN (50' O.C.) , TYP. ws e CRITICAL AREA SIGN ON POST (50' O.C.) , TYP. ws NOTES 1. LWD LOCATIONS ARE APPROXIMATE. PRIOR TO PLACEMENT OF LWD, RESTORATION PROFESSIONAL SHALL MARK PROPOSED LOCATIONS FOR LWD IN THE FIELD. IMME'll IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 IMPACTS AND MITIGATION MAR 2022 O O O N Q D J DO N V O O N C+ Q BWZ to a N O V O V 0 W i CUT OR MOW 3" WOOD CHIP MULCH w EXISTING STEP 1 STEP 2 STEP 3 PLANTING AREA PREPARATION STEP 1 CUT OR MOW ABOVE GROUND INVASIVE PLANT MATERIAL. REMOVE CLIPPINGS OFFSITE. STEP 2 INSTALL WOOD CHIP MULCH 3" DEEP. (SEE PLANTING DETAIL.) STEP 3 INSTALL PLANTS. (SEE PLANTING DETAIL.) SOIL PREPARATION AREA A Scale: NTS LEGEND �••� PARCELBOUNDARY STANDARD WETLAND BUFFER (100') - ISCRITICAL AREA SETBACK E PROPOSED LARGE WOODY DEBRIS, TYP. (18 TOTAL) w6 SPLIT RAIL FENCE WITH CRITICAL AREA SIGN 1 (50' O.C.) , TYP. W6 A CRITICAL AREA SIGN ON POST (50, O.C.) , TYP. e ® SOIL PREPARATION AREA A e Ws W3 NOTES 1. IN LOCATIONS WHERE STRUCTURES WERE REMOVED, AMEND THE MINERAL SOIL WITH COMPOST. PLACE 2 INCHES OF COMPOST AND INCORPORATE TO A DEPTH OF 81NCHES. . ITP ....ire.. AI AMITI A III BACK SITE PREPARATION PLAN D' 15' 30' BD' 120' SCALE 1:30 ,,.... WWII,,,,,,,,,,,,,,, I"'ITPI. ..".....,.... ... .,..T.0 g- 1....... EDWIN J. GREEN 101 , AS SHOWN 0160NT''1 N1°' Vim' GM AMC cH GM ^, �� DATUM � HM/AMC N0. REVISION BY DATE APPR wrR 0" IF NU CIIE THE WATERSHED COMPANY IVCITY OF RENTON Planning/Building/Public Works Dept. IMMEAVA IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msi000 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 SITE PREPARATION PLAN MAR 2022 O O O I N Q J O) DO N V O O N ro UU D_ N O V O V 0 W i PLANT SCHEDULE BY PLANTING AREA PLANT SPECIES A SPACING BUFFER MIX AAREA QUANTITY SIZE Al 20,138 SF) A2 (2,246 SF) A3 (2,865 SF) AA (8,991 SF) A5 (6864 SF) A5 (2,231 SF) A7 4,108 SF) AS (1,956 SF) A9 (1,272 SF) A10 (1,213 SF) All (6,137 SF) "A"TOTAL (67,920 SF) SHRUBS /6 FT O.C. ROSAGYMNOCARPA 188 21 27 84 64 21 38 17 12 11 57 541 1 GAL, RUBUS PARVIFLORUS 188 21 27 84 64 21 38 17 12 11 57 541 1 GAL. VACCINIUM OVATUM 188 21 27 84 64 21 38 17 12 11 57 541 1GAL, SUBSHRUBS& GROUNDCOVERS / 3 FT O.C. GAULTHERIA SHALLON 826 92 117 369 281 91 168 76 52 50 252 2375 1 4"POT MAHONIA NERVOSA 828 92 117 111 281 91 18S 76 52 50 252 2375 4"POT TOTAL 2215 247 315 9B8 755 245 452 209 140 133 675 6371 20,138 SF PLANTING PLAN AND PLANT SCHEDULE SCALE 1:30 PLANT SPECIES/SPACING BUFFER MIX B AREA QUANTITY SIZE B7 130681 SF) B2 117,943 SF) "B'TOTAL TREES 19 FT O.C. PSEUDOTSUGA MENZIESII 183 1D8 291 2GAL. TSUGAHETEROPHYLLA 183 108 291 2GAL. TOTALTREES 367 215 582 SHRUBS / 6 FT O.C. ACER CIRCINATUM 163 96 259 1 GAL. FRANGULA PURSHWNA 163 96 259 1 1GAL. ROSA PISOCARPA 163 96 259 1GAL. TOTAL SHRUBS 489 287 776 GROUNDCOVERS 13 FT O.C. GAULTHERIASHALLON 836 490 1326 4"POT MAHONIANERVOSA 836 490 1326 4"POT POLYSTICHUM MUNIRIM 836 490 1326 4" POT TOTAL GC 2508 1471 3979 TOTALI 3364 1974 5,338 8,991 SF 2,865 SF ,,,,,, ,,,,,,,,,,,,,,,,,,,,, I"'ITPI. ..".....,.... ... .,..-.0 g- 1....... EDWIN J. GREEN JR wmcr: xao, AS SHOWN 0160NT''1 N1°' Vim' GM AMC GM ^, �� DATUM � HM/AMC NO. REVISION BY DATE APPR ^°_^^^� ""E=RD"" THE WATERSHED COMPANY vi CITY OF RENTON Planning/Building/Public Works Dept. LEGEND �••� PARCELBOUNDARY STANDARD WETLAND BUFFER (100') - ITT ITT - 15'CRITCALAREA SETBACK E PROPOSED LARGE WOODY DEBRIS, TYP. (18 TOTAL) W6 BUFFER PLANTING MIX A ® BUFFER PLANTING MIX B SPLIT RAIL FENCE WITH CRITICAL AREA SIGN 1 (50' O.C.), TYP. W63 A CRITICAL AREA SIGN ON POST (50' O.C.) , TYP. W6 A7 4,108 SF B2 17,943 SF 131 30,581 SF A5 6,864 SF A6 2,231 SF IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 PLANTING PLAN AND PLANT SCHEDULE 9; H N Fri O) DO N V O O N C+ 04 MAR 2022 V Q E` W4 a"•', 144 M 147 a N O V O V 0 W i PLANT INSTALLATION NOTES GENERALNOTES QUALITY ASSURANCE 1. PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEALTHY, VIGOROUS, AND WELL -FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED -OFF). 3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUN SCALD WILL BE REJECTED. 4. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OF THE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST, UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELD GUIDE TO THE COMMON WETLAND PLANTS OF WESTERN WASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEAR COOKE, SEATTLE AUDUBON SOCIETY, 1997. DEFINITIONS 1. PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREFOOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC..; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE FOOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE RESTORATION CONSULTANT. 3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION 1. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE RESTORATION CONSULTANT FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON -SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS AT ANY TIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED -TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE RESTORATION CONSULTANT MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE RESTORATION CONSULTANT MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENT OF PLANTS 1. PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.). SUBMITTALS PROPOSED PLANT SOURCES 1. WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. PRODUCT CERTIFICATES 1. PLANT MATERIALS LIST - SUBMIT DOCUMENTATION TO CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION THAT PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH CONSULTANT AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). DELIVERY, HANDLING, & STORAGE NOTIFICATION CONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT CONSULTANT MAY ARRANGE FOR INSPECTION. PLANT MATERIALS 1. TRANSPORTATION - DURING SHIPPING, PLANTS SHALL BE PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, BREAKAGE AND DRYING. PROPER VENTILATION AND PREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOT SYSTEMS MUST BE ENSURED. 2. SCHEDULING AND STORAGE - PLANTS SHALL BE DELIVERED AS CLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUST BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL TO THEIR CONTINUED HEALTH AND VIGOR. 3. HANDLING - PLANT MATERIALS SHALL NOT BE HANDLED BY THE TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT PLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THEN HANDLED CAREFULLY BY THE TRUNK OR STEM. 4. LABELS - PLANTS SHALL HAVE DURABLE, LEGIBLE LABELS STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT OF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BE LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR BUNDLES SHALL HAVE ONE LABEL PER GROUP. WARRANTY PLANT WARRANTY PLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEALTHY AND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT 1. PLANTS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS AT THE CONSULTANT'S DISCRETION MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED AT THE CONTRACTOR'S EXPENSE. PLANT MATERIAL GENERAL 1. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THE PROJECT SITE. 2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. QUANTITIES SEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES. ROOTTREATMENT 1. CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT -BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3. ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. °F wxex� 0°Rq b 1 CIVIL CONSTRUCTION PER pr ad�l'7o °0� F W �gx°ficne¢" NO. REVISION nvv i 0r CONTAINER PLANTING PLANT ROOT COLLAR SHOULD BE EVEN WITH FINISH GRADE SPECIFIED MULCH LAYER, HOLD BACK MULCH FROM TRUNK/STEMS FINISH GRADE REMOVE DEBRIS AND LARGE ROCKS FROM PLANTING PIT AND SCARIFY SIDES AND BASE. BACKFILL WITH SPECIFIED SOIL. FIRM UP SOIL AROUND PLANT. REMOVE FROM POT OR BURLAP & ROUGH -UP ROOT BALL BEFORE INSTALLING. UNTANGLE AND STRAIGHTEN CIRCLING ROOTS- PRUNE IF NECESSARY. IF PLANT IS ROOT -BOUND, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE Scale: NTS PROVIDE A 2.5-3" ROUND TREE STAKE MADE OF UNTREATED LUMBER. ANGLE AGAINST PREVAILING WINDS AND DEEP ENOUGH TO BE STABLE. ATTACH TREE STAKES TO TRUNK WITH PLASTIC "CHAIN -LOCK" OR EQUAL HIGH DENSITY POLYETHYLINE TREE TIE MATERIAL. PROVIDE 1" OF SLACK TO ACCOMODATE TREE GROWTH. TRUNK PLUMB PROVIDE A FOUR -INCH DEPTH MULCH, .g BUT DO NOT PILE MULCH AROUND THE BASE OF THE TRUNK/STEM. FINISHED GRADE SOAK PLANTING PIT, � SCARIFY EDGES OF cp PIT, AND REMOVE I // DEBRIS BACKFILL PLANTING PIT PREVIOUSLY AMENDED SOIL COMPACT SOIL TO PREVENT :X ROOTBALL WIDTH SETTLING )NIFER TREE PLANTING WITH STAKE �Y.y-16A0YF9 NOTES O O O N Q D J IF VEGETATION EXISTS WITHIN PLANTING AREA, SPACE AT g X FROM STEM OF EXISTING VEGETATION AREA FOR SPACING ADJUSTMENT NOTE: FIRST PLACE PLANTS ALONG THE PERIMETER OF THE PLANTING AREA, AND AROUND EXISTING VEGETATION. THEN SPACE THE REMAINDER OF THE PLANTINGS. % = PLANT SPA ® = PLANT PLANT SPACING Scale: NTS C) DO N V O O i N ro 1. PLANTING PIT SHALL NOT BE LESS THAN TWO TIMES WIDTH OF ROOTBALL. 2. REMOVE BURLAP AROUND ROOT BALL 3. LOOSEN ROOTS OF PLANTS BEFORE PLANTING 4. SOAK PLANTING PIT BEFORE AND AFTER PLANTING 5. LARGE TREES AND SHRUBS MAY NEED TO BE STAKED 6. INSTALL HARDWOOD CUTTINGS DURING THEIR DORMANCY. DO NOT ALLOW THEM TO DRY OUT. 7. CUTTINGS SHALL BE q" TO 1" IN DIAMETER OR APPROVED EQUIVALENT. 8. INSTALL TO MIN. 2/3RDS DEPTH INTO SOIL. USE TRIANGULAR SPACING. SEE PLANTING SCHEDULE FOR SPACING. 9. INSURE THAT BUDS ARE POINTING UP. 10. FIRM UP SOIL AROUND INSTALLED CUTTING. 11. WATER AFTER PLANTING AND BEFORE MULCHING. R-4192144 THE WATERSHED COMPANY GM 12.7.2111 AMC EDWIN J. GREEN JR r•",,,„elm, As SHOWN DATUM ;� CITY OF RENTON Planning/Building/Public Works Dept. GM AMG GM HM/AMC ~� BY DATE APPR =^^^" AkIr' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 oa MAR zon o F " ° Q W5 PLANT INSTALLATION DETAILS AND NOTES w 1 a M:1as°"1a7 ES ATTACH CITY/COUNTY APPROVED PRE-PRINTED METAL _ SIGN TO POST WITH TWO e" DIA. GALVANIZED CARRIAGE BOLTS. 0 SIGN GRAPHIC TO BE PER CITY W OF RENTON STANDARDS. \\ TO BE PROVIDED AT LOCATIONS 8'-0" MAX SPECIFIED ON PLANS. IN THE FIELD, CONFIRM 50' O.C. SPACING 1 6" x 6" CEDAR POST NOTCHED TO CONTAIN AND CONCEAL RAIL CONNECTION CEDAR RAIL CHAMFER TOP OF z POSTS 45 DEGREES TO _ A DEPTH OF 1"ON ALL a ro > FOUR SIDES. ATTACH CITY/COUNTY APPROVED PRE-PRINTED METAL SIGN TO POST WITH 6" x 6" ROUGH -CUT TWO e" DIA. GALVANIZED UNTREATED CEDAR CARRIAGE BOLTS. SPACE SIGN POST o LOCATIONS 50' O.C.. SIGN M GRAPHIC TO BE PER CITY OF RENTON STANDARDS. FINISH ELEVATION V FINISHED GRADE Z i_Ill —1n _III—III=III-1ll1�— — III—III—III-IIIII I �— COMPACTED GRAVEL BASE. —1 —. NO CONCRETE IS TO BE COMPACTED GRAVEL BASE. PLACED IN SENSITIVE AREAS. ��11,,��,, NO CONCRETE IS TO BE =1 k� — v 12' - r PLACED IN SENSITIVE AREAS. COMPACTED SUBGRADE COMPACTED SUBGRADE 121, SPLIT RAIL FENCE WITH CRITICAL AREA SIGN CRITICAL AREA SIGN ON POST Scale: NTS Scale: NTS WOODY DEBRIS TO BE APPROVED BY CONTRACTING AGENCY. KEEP ROOTS AND BRANCHES ATTACHED REMOVE ANY SOD WHERE POSSIBLE. LAYER BENEATH THE WOODY DEBRIS. MULCH LAYER (BUFFER ONLY) _ \ 0 O O i N Q D J Io H N Fri C) 00 N V O O N C+ NOTES: FINISHED GRADE 1. ALL LWD SHOULD BE SOURCED FROM TREES CLEARED FOR DEVELOPMENT OF SITE. 2. LAYOUT OF DETAIL IS CONCEPTUAL. SEE PLAN FOR LOCATION. LAYOUT IN FIELD WITH ASSISTANCE FROM THE CONTRACTING AGENCY. 3. WOODY DEBRIS SHALL BE TRIMMED AS NECESSARY TO SIT AS SECURELY AS POSSIBLE ON FINISHED GRADE. DO NOT EXCAVATE WITHIN THE WETLAND. 4. DOWNED WOOD SHALL BE MIN 20" DBH AND MIN. TWELVE (12) FOOT MIN. LENGTH. NATIVE SPECIES ONLY, WITH CONIFEROUS SPECIES PREFERRED. DBH IS DEFINED R-4192145 AS TRUNK DIAMETER AT STANDARD HEIGHT (4.5') ABOVE THE GROUND. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5. LWD SHALL NOT BE PLACED ON SLOPES EXCEEDING 15% GRADE. LARGE WOODY DEBRIS SETTING DETAIL Scale: NTS °F H'ABH� 0°Rg b 1 CIVIL CONSTRUCTION PER m er ad�lho °0� F .W �gx°ficne¢" NO. REVISION IMJ. GREEN JR AS SHOWN 0160NT1 N1°"°'�9°' GM AMC HM/AMGM ", �� DATUM CIF NX ME BY DATE APPR Pam, "" RD'"-" THE WATERSHED COMPANY CITY OF (D RENTON Planning/Building/Public Works Dept. DEVELOPMENT ENGINEERING rnsippo 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 MITIGATION DETAILS MAR 2022 W6 LU a 146 �,47 a N O V O V 0 W i MITIGATION NOTES EXECUTIVE SUMMARY THIS PLAN HAS BEEN PREPARED AS MITIGATION FOR TEMPORARY IMPACTS TO THE WETLAND C BUFFER, PER CITY OF RENTON MUNICIPAL CODE (RMC) 4-3-050C.3.19. THE IMPACTS TO THE WETLAND BUFFER ARE TO ACCOMMODATE THE CONSTRUCTION OF A NEW SCHOOL. THE CURRENT OWNER, CITY OF RENTON SCHOOL DISTRICT, SEEKS TO RESTORE AND ENHANCE THE WETLAND BUFFER TO IMPROVE FUNCTIONS. PREVIOUSLY DELMOLISHED AND REMOVED RESIDENTIAL STRUCTURES AND VEGETATION WILL BE PLANTED WITH A MIX OF NATIVE TREES AND SHRUBS. EXISTING CANOPY VEGETATION WILL BE ENHANCED BY PLANTING UNDERSTORY SHRUBS AND GROUNDCOVERS. THE PROPOSED PROJECT WILL RESULT IN 3,344 SQUARE FEET OF TEMPORARY IMPACTS TO THE WETLAND C BUFFER. THE EXISTING BUFFER FUNCTIONS IN THE AREA OF TEMPORARY CONSTRUCTION IMPACTS ARE DEGRADED DUE TO THE PRESENCE OF INVASIVE AND NON-NATIVE VEGETATION, WHICH HAS BEEN MAINTAINED THROUGH MOWING. TEMPORARY IMPACTS WILL BE RESTORED AT A RATIO OF 1:1 FOR A TOTAL OF 31344 SQ FT OF RESTORED BUFFER. ADDITIONALLY, 102,040 SF OF THE WETLAND C BUFFER WILL BE ENHANCED, EXCEEDING CITY REQUIREMENTS. ENHANCEMENT OF THE DEGRADED BUFFER WILL RESULT IN EQUAL OR BETTER FUNCTIONS AFTER CONSTRUCTION THAN EXISTING CONDITIONS. MITIGATION FOR UNAVOIDABLE TEMPORARY IMPACTS INCLUDE THE REMOVAL OF NON-NATIVE AND INVASIVE SPECIES AND THE INSTALLATION OF A NATIVE TREE, SHRUB AND GROUNDCOVER PLANT COMMUNITY. PROJECT IMPACTS AND MITIGATION ARE SUMMARIZED IN THE TABLE BELOW. WETLAND B, A CATEGORY IV WETLAND, IS ALSO LOCATED ONSITE. WETLAND B WILL BE FILLED AND MITIGATION BANK CREDITS WILL BE PURCHASED. TABLE 1. PROJECT IMPACTS AND MITIGATION SUMMARY Impacted Critical Area Impact Type Area' of Impact (SF) Wetland C Buffer Permanent Conversion Temporary 0 0 31344 Wetland B Permanent 12,181 Conversion 0 Temporary 0 TOTAL' Permanent: 12,181 SF Conversion: 0 SF Temporary: 3,344 SF MITIGATION APPROACH - MITIGATION SEQUENCING AVOIDANCE. THE DESIGN TEAM AND SCHOOL DISTRICT EVALUATED AND REJECTED MULTIPLE SITES IN THE SCHOOL SERVICE AREA, ULTIMATELY SELECTING THIS LOCATION FOR THE SCHOOL. THE CONSTRUCTION OF THE NEW ELEMENTARY SCHOOL CANNOT BE ACHIEVED ON THIS SITE WITHOUT INCURRING PERMANENT IMPACTS TO WETLAND B AND A SMALL AREA OF TEMPORARY IMPACTS TO THE WETLAND C BUFFER. HOWEVER, PERMANENT WETLAND IMPACTS TO WETLAND C ARE AVOIDED IN THE SITE PLAN. AFTER EVALUATING MULTIPLE DESIGN OPTIONS, THE ARCHITECTURAL TEAM DETERMINED THAT COMPLETE AVOIDANCE OF STANDARD 100-FOOT BUFFERS ARE NOT FEASIBLE FOR THIS PROJECT. MINIMIZATION. WETLAND C (CAT III) WAS PRESERVED, IN PART, DUE TO ITS LARGER SIZE AND HIGHER FUNCTIONS COMPARED TO WETLAND B (CAT IV). SEVERAL MINIMIZATION TECHNIQUES WERE UTILIZED DURING THE DESIGN PROCESS TO LIMIT IMPACTS TO WETLAND C AND ITS BUFFER. FIRST, SITE IMPROVEMENTS WERE DESIGNED AROUND THE WETLAND AND BUFFER TO THE EXTENT FEASIBLE. EXISTING TREES IN AND ADJACENT TO THE STANDARD BUFFER ARE DELIBERATELY PRESERVED. THE TEMPORARY WETLAND BUFFER IMPACT AREA IS VEGETATED PRIMARILY WITH INVASIVE OR NON-NATIVE PLANT SPECIES INCLUDING CREEPING BUTTERCUP, REED CANARYGRASS, ENGLISH IVY, AND BLACKBERRY. MITIGATION. MITIGATION FOR UNAVOIDABLE, PERMANENT WETLAND C IMPACTS IS PROVIDED VIA CREDIT WITHDRAWL FROM AN APPROVED MITIGATION BANK (SEE CRITICAL AREAS REPORT AND BANK USE PLAN FOR DETAILS). TEMPORARY WETLAND C BUFFER IMPACTS, BUFFER RESTORATION AND WETLAND AND BUFFER ENHANCEMENT IS PROPOSED ON THIS PLAN. PROPOSED BUFFER MITIGATION EXCEEDS MINIMUM REQUIREMENTS UNDER RMC 4-3-050C.3.19. THE PROPOSED MITIGATION IS BASED ON CITY CODE AND WASHINGTON STATE DEPARTMENT OF ECOLOGY GUIDANCE. PROPOSED IMPACTS AND MITIGATION ARE SUMMARIZED IN TABLE 1 ABOVE. MITIGATION AREA WORK SEQUENCE (SEE MATERIALS FOR ITEMS IN BOLD) 1. MARK THE CLEARING LIMITS WITH HIGH VISIBILITY FENCING OR SIMILAR MEANS. 2. INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE SITE PREPARATION PLAN (SHEET W4.00). 3. WATER IN EACH PLANT THOROUGHLY TO REMOVE AIR POCKETS. 4. INSTALL A TEMPORARY IRRIGATION SYSTEM CAPABLE OF SUPPLYING AT LEAST 1-INCH OF WATER PER WEEK TO THE ENTIRE PLANTED AREA DURING THE DRY SEASON (JUNE 1ST THROUGH SEPTEMBER 30TH). 5. ONE YEAR AFTER INITIAL PLANTING, APPLY A SLOW -RELEASE, PHOSPHOROUS -FREE, GRANULAR FERTILIZER TO EACH INSTALLED PLANT. GOALS 1. ENHANCE DEGRADED WETLAND BUFFER. A. REMOVE NON-NATIVE AND INVASIVE PLANT SPECIES FROM THE ENHANCEMENT AREA. B. CREATE A DENSE, NATIVE, TREE AND SHRUB COMMUNITY IN AREAS NOT CURRENTLY FORESTED. C. ENHANCE UNDERSTORY IN EXISTING FOREST PATCHES. B. INCREASE HABITAT INTERSPERSION BY PLANTING GROUPINGS OF DIFFERENT NATIVE VEGETATION STRATA. C. RE-ESTABLISH NATURAL DECADENCE BY ADDING LARGE WOODY DEBRIS TO THE WETLAND. PERFORMANCE STANDARDS THE FOLLOWING PERFORMANCE STANDARDS WILL BE USED TO GAUGE THE SUCCESS OF THE PROJECT OVER TIME. IF ALL PERFORMANCE STANDARDS HAVE BEEN SATISFIED BY THE END OF YEAR FIVE, THE PROJECT SHALL BE CONSIDERED COMPLETE. 1. SURVIVAL: SURVIVAL STANDARDS MAY BE ACHIEVED THROUGH ESTABLISHMENT OF PLANTED MATERIAL, RECRUITMENT OF NATIVE VOLUNTEERS, AND/OR REPLACEMENT PLANTS AS NECESSARY. A. ACHIEVE 100% SURVIVAL OF ALL INSTALLED TREES AND SHRUBS BY THE END OF YEAR ONE. B. ACHIEVE 80% SURVIVAL OF ALL INSTALLED SHRUBS BY THE END OF YEAR TWO. C. ACHIEVE 80% SURVIVAL OF ALL INSTALLED TREES AND SHRUBS BY THE END OF YEAR FIVE. SURVIVAL STANDARDS MAY BE ACHIEVED THROUGH ESTABLISHMENT OF PLANTED MATERIAL, RECRUITMENT OF NATIVE VOLUNTEERS, OR REPLACEMENT PLANTS AS NECESSARY. 2. SPECIES DIVERSITY: ESTABLISH AT LEAST TWO NATIVE TREE SPECIES, FOUR NATIVE SHRUB SPECIES, AND TWO GROUNDCOVER SPECIES IN THE BUFFER ENHANCEMENT AREAS BY THE END OF YEAR FIVE. ESTABLISHMENT IS DEFINED AS FIVE OR MORE INDIVIDUAL PLANTS OF THE SAME SPECIES ALIVE AND HEALTHY. 3. COVER BUFFER: A. ACHIEVE 25% COVER OF NATIVE TREES AND SHRUBS BY THE END OF YEAR THREE. B. ACHIEVE 60% COVER OF NATIVE TREES AND SHRUBS BY THE END OF YEAR FIVE. 4. INVASIVE SPECIES STANDARD: NO MORE THAN 10% COVER BY INVASIVE SPECIES LISTED AS CLASS A, B, OR C BY THE KING COUNTY NOXIOUS WEED CONTROL BOARD IN ANY MONITORING YEAR. 5. LARGE WOODY DEBRIS STANDARD: MAINTAIN AT LEAST FIVE PIECES OF LARGE WOODY DEBRIS IN THE ENHANCEMENT AREA WITH GOOD GROUND CONTACT DURING ANY MONITORING YEAR MONITORING PRIOR TO THE COMMENCEMENT OF THE MONITORING PHASE, AN AS -BUILT PLAN DOCUMENTING THE SUCCESSFUL INSTALLATION OF THE PROJECT WILL BE SUBMITTED TO THE CITY OF RENTON. IF NECESSARY, THE AS -BUILT REPORT MAY INCLUDE A MARK-UP OF THE ORIGINAL PLAN THAT NOTES ANY SIGNIFICANT CHANGES OR SUBSTITUTIONS THAT OCCURRED. DURING THE AS -BUILT INSPECTION, THE RESTORATION SPECIALIST WILL ESTABLISH AT LEAST FOUR PERMANENT PHOTO -POINTS. THE SITE WILL BE MONITORED TWICE ANNUALLY FOR FIVE YEARS BEGINNING WITH APPROVAL OF THE AS -BUILT REPORT. EACH SPRING THE RESTORATION SPECIALIST WILL CONDUCT A BRIEF MAINTENANCE INSPECTION FOLLOWED BY A MEMO SUMMARIZING MAINTENANCE ITEMS NECESSARY FOR THE UPCOMING GROWING SEASON. THE FORMAL LATE -SEASON MONITORING INSPECTION WILL TAKE PLACE ONCE ANNUALLY DURING LATE SUMMER OR EARLY FALL. DURING EACH LATE -SEASON MONITORING INSPECTION, THE FOLLOWING DATA WILL BE COLLECTED: 1. PLANT COUNTS: COUNTS OF DEAD PLANTS BY SPECIES IN ALL MITIGATION AREAS. A TOTAL PLANT COUNT WILL BE DONE IN YEAR 1. BELT-TRANSECTS WITH BASELINE COUNTS ESTABLISHED DURING THE AS -BUILT INSPECTION MAY BE USED TO ESTIMATE SURVIVAL IN YEARS 2 THROUGH 5 IN LIEU OF A SITE -WIDE COUNT. COUNTS OF DEAD PLANTS WHERE MORTALITY IS SIGNIFICANT IN ANY MONITORING YEAR WILL BE RECORDED. 2. NATIVE WOODY COVER AS DETERMINED USING VISUAL COVER CLASS ESTIMATES OR ESTABLISHED TRANSECTS. 3. NATIVE GROUNDCOVER PLANT COVER AS DETERMINED USING VISUAL COVER CLASS ESTIMATES. 4. ESTIMATES OF INVASIVE HERBACEOUS PLANTS OR GROUNDCOVER USING VISUAL COVER ESTIMATES OR ESTABLISHED TRANSECTS, AS APPLICABLE. 5. THE SPECIES COMPOSITION, NOTING WHETHER A SPECIES IS NATIVE OR EXOTIC AND WHETHER PLANTS WERE INSTALLED OR ARE VOLUNTEERS. 6. THE GENERAL HEALTH AND VIGOR OF THE INSTALLED VEGETATION. 7. PHOTOGRAPHS FROM FIXED PHOTO -POINTS ESTABLISHED DURING THE AS -BUILT INSPECTION. 8. ANY EVIDENCE OF WILDLIFE USAGE IN THE MITIGATION AREA. MONITORING REPORTS SHALL BE SUBMITTED ANNUALLY TO THE CITY. REPORTS SHALL DOCUMENT THE CONDITIONS OF THE SITE, INCLUDING QUANTITATIVE DATA COLLECTED DURING THE MONITORING INSPECTION, AND SHALL PROVIDE MAINTENANCE RECOMMENDATIONS THAT MAY BE NECESSARY TO HELP THE SITE ACHIEVE THE STATED PERFORMANCE STANDARDS. MAINTENANCE THE SITE SHALL BE MAINTAINED FOR FIVE YEARS FOLLOWING SUCCESSFUL INSTALLATION. 1. REPLACE EACH PLANT FOUND DEAD IN THE SUMMER MONITORING VISITS IN THE FOLLOWING DORMANT SEASON (OCTOBER 15 - MARCH 1). REPLACEMENT SHALL BE OF THE SAME SPECIES AND SIZE PER PLAN UNLESS OTHERWISE APPROVED BY THE RESTORATION SPECIALIST. 2. GENERAL WEEDING FOR ALL PLANTED AREAS A. AT LEAST TWICE ANNUALLY, REMOVE COMPETING GRASSES AND WEEDS FROM AROUND THE BASE OF EACH INSTALLED PLANT TO A RADIUS OF 12 INCHES. WEEDING SHOULD OCCUR AT LEAST ONCE IN THE SPRING AND ONCE IN THE SUMMER. THOROUGH WEEDING WILL RESULT IN LOWER PLANT MORTALITY AND ASSOCIATED PLANT REPLACEMENT COSTS. B. MORE FREQUENT WEEDING MAY BE NECESSARY DEPENDING ON WEED CONDITIONS THAT DEVELOP AFTER PLANT INSTALLATION. C. NOXIOUS WEEDS MUST BE REMOVED FROM THE ENTIRE MITIGATION AREA, AT LEAST TWICE ANNUALLY. D. DO NOT USE STRING TRIMMERS IN THE VICINITY OF INSTALLED PLANTS, AS THEY MAY DAMAGE OR KILL THE PLANTS. 3. MAINTAIN A THREE -INCH -THICK LAYER OF WOODCHIP MULCH ACROSS THE PLANTING AREA, EXCEPT FOR THE EMERGENT PLANTING AREA IN THE WETLAND. MULCH SHOULD BE PULLED BACK TWO INCHES FROM THE PLANT STEMS. 4. INSPECT AND REPAIR THE IRRIGATION SYSTEM AS NECESSARY EACH SPRING. DURING AT LEAST THE FIRST TWO GROWING SEASONS, MAKE SURE THAT THE ENTIRE PLANTING AREA RECEIVES A MINIMUM OF ONE INCH OF WATER PER WEEK FROM JUNE 1ST THROUGH SEPTEMBER 30TH. CONTINGENCY PLAN IF ANY MONITORING REPORT REVEALS THAT THE RESTORATION PLAN HAS FAILED IN WHOLE OR IN PART, AND SHOULD THAT FAILURE BE BEYOND THE SCOPE OF ROUTINE MAINTENANCE, THE APPLICANT WILL SUBMIT A CONTINGENCY PLAN TO THE CITY OF RENTON FOR APPROVAL. THIS PLAN MAY INCLUDE REPLANTING, SOIL AMENDMENTS OR TOP DRESSING, SUBSTITUTIONS FOR SPECIES SELECTED IN THE ORIGINAL PLAN, AND ADAPTIVE WEED CONTROL METHODS. SITE PROTECTION THE WETLAND WILL REMAIN ON PROPERTY OWNED BY CITY OF RENTON SCHOOL DISTRICT. THE WETLAND AND BUFFER WILL BE NOTED ON THE PROPERTY TITLE AS A MAINTENANCE COVENANT. MATERIALS 1. WOODCHIP MULCH: ARBORIST CHIPS (CHIPPED WOODY MATERIALS) APPROX. 1 TO 3 INCHES IN MAXIMUM DIMENSION (NOT SAWDUST OR COARSE HOG FUEL). THIS MATERIAL IS COMMONLY AVAILABLE IN LARGE QUANTITIES FROM ARBORISTS OR TREE -PRUNING COMPANIES. MULCH MUST NOT CONTAIN APPRECIABLE QUANTITIES OF GARBAGE, PLASTIC, METAL, SOIL, AND DIMENSIONAL LUMBER OR CONSTRUCTION/DEMOLITION DEBRIS. 2. COMPOST: CEDAR GROVE COMPOST OR EQUIVALENT "COMPOSTED MATERIAL" PER WASHINGTON ADMIN. 3. FERTILIZER: SLOW -RELEASE, PHOSPHOROUS -FREE GRANULAR FERTILIZER. MOST COMMERCIAL NURSERIES CARRY THIS PRODUCT. LABEL MUST INDICATE THAT PRODUCT IS SAFE FOR AQUATIC ENVIRONMENTS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR USE. KEEP FERTILIZER IN WEATHER -TIGHT CONTAINER WHILE ON -SITE. FERTILIZER IS ONLY TO BE APPLIED IN YEARS TWO AND THREE, NOT IN YEAR ONE. 4. LARGE WOODY DEBRIS: TREES SALVAGED FROM ON -SITE CLEARING, INCLUDING LOGS, ROOTWADS, AND LIMBS WHICH ARE TO BE PLACED ON THE GROUND AT THE DIRECTION OF THE RESTORATION SPECIALIST. MATERIAL FROM CONIFEROUS TREES IS PREFERRED. WOOD SHOULD HAVE A DIAMETER OF 16 INCHES OR MORE AND A MINIMUM LENGTH OF 10 FEET. 5. RESTORATION SPECIALIST: QUALIFIED PROFESSIONAL ABLE TO EVALUATE AND MONITOR THE CONSTRUCTION OF ENVIRONMENTAL RESTORATION PROJECTS. 6. IMPORT TOPSOIL: SOIL AND COMPOST MIXTURE. THIS MATERIAL IS SOLD AS "2-WAY TOPSOIL" AT CEDAR GROVE COMPOST [425-408-85581. PLEASE USE THIS MATERIAL OR EQUIVALENT. ,,,,,, ,,,,,,,,,,,,,,,,,,,,, I"'ITPI. ..".....,.... ... .,..T.0 g- 1....... EDWIN J. GREEN JR wmcr: xao, AS SHOWN 0160NT''1 N1°' Vim' GM AMC HM/AMGM ^, �� DATUM CIF NU CIIE NO. REVISION BY DATE APPR ^°_^ " `=Ro"" THE WATERSHED COMPANY CITY OF RENTON Planning/Building/Public Works Dept. R-4192146 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 04/13/2022 NEW ELEMENTARY SCHOOL NO.16 DUVALL AVENUE NE, RENTON, WA 98059 MITIGATION NOTES m O O O N Q D 0) 00 N V O O N 04 MAR 2022 V Q E` W7 LU exm: 147 M147 (L