The URL can be used to link to this page

Home My WebLink AboutCD-4173IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 8;2412'46+'5..% 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + L1 Note: Access easement provided and revised as a portion of the civil construction permit. L2,1A1.0, 2A1.0 SL2 12 SL-1 COVERSHEET SL-2 STREET LIGHTING PLAN SL-3 DETAILS SL-4 DETAILS SL-5 PHOTOMETRIC PLAN 6 6 6 6 6 66 37 replanted. Refer to revised tree retention plan and arborist report1. All trees were removed prior to permit issuance. Note: Access easement provided and revised as a portion of the civil construction permit. DEVELOPMENT ENGINEERING msippo 05/15/2025 Surface Water Enginering jfarah 05/15/2025 conditions of approval: 1. site construction, including buildings, is limited to construction of detention vault only. once vault is complete and used as sediment retention facility, other site, building and utility construction can occur. 2. sidewalk access shall be maintained at all times unless an approved traffic control plan and pedestrian detour route is approved by city traffic control division. any sidewalk closures or pedestrian detours shall be limited to only times when work along the sidewalk is occurring. a safe route must be provided at all other times. 3. a wet weather operating plan shall be submitted to the city of renton if any work is to occur during the wet season. otherwise, the site shall be closed and stabilized during the wet season months. IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + NOTES: 1.THIS PLAN IS FOR WORK OCCURRING MAY 1ST - SEPT. 30TH. ANY WORK BEYOND SEPT. 30TH WILL REQUIRE A WET WEATHER PLAN APPROVED BY THE CITY OF RENTON. 2.TURBUDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 NTUS. pH 3.LEVEL MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 4.SWPPP TO BE ONSITE DURING CONSTRUCTION 5.MEASURES SHALL BE PROVIDED IN THE FILED TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERTIES. 6.SEE GEOTECHNICAL REPORT BY COBALT GEOSCIENCES FOR DESIGN, CONSTRUCTION, AND ANY EROSION CONTROL RECOMMENDATIONS. 7.ANY DAMGE TO CURB AND SIDEWALK DURING CONSTRUCTION WILL REQUIRE 8.RESTORATION AS PER CITY OF RENTON STANDARD PLAN. 9.TREE PROTECTION FENCING SHALL STAY INTACT FOR THOSE TREES WITH DRIP LINES WITHIN THE CLEARING LIMIT UNTIL AUTHORIZED TO BE REMOVED BY CITY STAFF. 10.A CERTIFIED ARBORIST SHALL BE ONSITE DURING EXCAVATING WORK ASSOCIATED WITH THE BUILDING LOCATED WITHIN THE DRIPLINE OF THE OFFSITE TREES. THE ARBORIST SHALL ASSESS THE CONDITION OF THE TREES ANO PROVIDE A MEMORANDOM DETAILING ANY SPECIAL CONSTRUCTION CONSIDERATIONS ANO BEST PRACTICES TO PROTECT THE INTEGRITY OF THE OFF-SITE TREES PRIOR TO CITY STAFF AUTHORIZING REMOVAL OF TREE PROTECTION FENCING. 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + &'&+%#6'&419 Ä5( 5+6'#4'#5( #52'45748'; 5+6'#4'# /+0754195( 'CUGOPVHTQPV HQT$[RCUU5( VQVCNRTQLGEVCTGC5( #% #%%'5510'#565( 'ZKUVKPI &GFKECVGF419 1765+&'.16 616#.241215'&+/2'48+175%18'4#)' 616#.241215'&+/2'48+175#4'# 5( RCXGOGPV CEEGUUCPFRCTMKPI 5( 9#.-5 5( $7+.&+0) 5( 411(#4'# 6#4)'6#4'#10.165( #% $7+.&+0) 5( 411(#4'# 241215'&*#4&574(#%' 616#.241215'&*#4&#4'# 5( 616#.241215'&2'48+175%18'4#)' 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 CB-TYPE 2 RIM 397.13 IE= 390.9 31 L F 1 2 " P V C @ 0 . 5 % 20LF 12" PVC @ 0.5% SDMH TYPE II RIM 397.0 IE= 390.8 MWS RIM = 395.0 INLET 390.6(N) OUTLET IE=390.1 (S) 12" PVC 18" -DIA CONTROL STRUCTURE RIM 396.73 OVERFLOW 395.1 NOTCH 0.026'X0.6' LOWER ORIFICE =0.625" IE= 391.1 W/SUMP BELOW (5.5'X4'X1.5' D) 8LF 12" PVC @ 0.5% IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 016' +0%.7&'&(144701((%#.%7.#6+105(14&'6'06+106#0- &'&+%#6'&419 Ä5( 5+6'#4'#5( #52'45748'; 5+6'#4'# /+0754195( 'CUGOPVHTQPV HQT$[RCUU5( #% VQVCNRTQLGEVCTGC5( #% #%%'5510'#565( 'ZKUVKPI &GFKECVGF419 1765+&'.16 616#.241215'&+/2'48+175%18'4#)' 616#.241215'&+/2'48+175#4'# 5( RCXGOGPV CEEGUUCPFRCTMKPI 5( 9#.-5 5( $7+.&+0) 5( 411(#4'# 6#4)'6#4'#10.165( #% $7+.&+0) 5( 411(#4'# 241215'&*#4&574(#%' 616#.241215'&*#4&#4'# 5( 616#.241215'&2'48+175%18'4#)' #52*#.62#8+0)#%%'551765+&'.1610'#565( #% 616#.$#5+0Ä105+6' 5( #% 616#.$#5+0Ä105+6' 5( #% 5(1(411(#0&5(1(9#.-9#;9+..%1064+$76'61 &+52'45+10511(#4'#+5/1&'.'&#52'48+175#52'4 &4#+0#)'/#07#. 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 Surface Water Enginering jfarah 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 Surface Water Enginering jfarah 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + OVERFLOW 395.1 RIM 397.13 IE= 391.1 NOTE: THIS DETAIL ONLY FOR FLOW RESTRICTOR DETAIL, FLOW RESTRICTOR WILL BE INSTALLED INSIDE CONCRETE DETENTION VAULT, NO NEED OF SEPARATE STRUCTURE OUTSIDE. SEE COR DET. 236. IE= 391.1 OVERFLOW 395.1 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 CB-TYPE 2 RIM 397.13 IE= 390.9 31 L F 1 2 " P V C @ 0 . 5 % 20LF 12" PVC @ 0.5% SDMH TYPE II RIM 397.0 IE= 390.8 MWS RIM = 395.0 INLET 390.6(N) OUTLET IE=390.1 (S) 12" PVC 18" -DIA CONTROL STRUCTURE RIM 396.73 OVERFLOW 395.1 NOTCH 0.026'X0.6' LOWER ORIFICE =0.625" IE= 391.1 W/SUMP BELOW (5.5'X4'X1.5' D) 8LF 12" PVC @ 0.5% IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + &'&+%#6'&419 Ä5( 5+6'#4'#5( #52'45748'; 5+6'#4'# /+0754195( 'CUGOPVHTQPV HQT$[RCUU5( VQVCNRTQLGEVCTGC5( #% #%%'5510'#565( 'ZKUVKPI &GFKECVGF419 1765+&'.16 616#.241215'&+/2'48+175%18'4#)' 616#.241215'&+/2'48+175#4'# 5( RCXGOGPV CEEGUUCPFRCTMKPI 5( 9#.-5 5( $7+.&+0) 5( 411(#4'# 6#4)'6#4'#10.165( #% $7+.&+0) 5( 411(#4'# 241215'&*#4&574(#%' 616#.241215'&*#4&#4'# 5( 616#.241215'&2'48+175%18'4#)' 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 REGIONAL FIRE AUTHORITY cthomas 05/19/2025 APPROVED CB-TYPE 2 (STA 6+97.7 ) RIM 397.13 IE= 390.9 18" -DIA CONTROL STRUCTURE LOWER ORIFICE =0.625" IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 CB TYPE-2 (STA 2+18.3 RT 18.8') RIM 401.4 IE394.5 18" -DIA CONTROL STRUCTURE RIM 396.73 OVERFLOW 395.1 NOTCH 0.026'X0.6' LOWER ORIFICE =0.625" IE= 391.1 CB TYPE-1 (STA 1+69.7 LT 3.5') RIM 399.06 IE395.4 CB TYPE-1 (STA 1+13.6 RT 8.5') RIM 397.42 w/TRENCH DRAIN IE393.75 CB-TYPE 2 (STA 1+0.4' RT 7.7' ) RIM 397.13 IE= 390.9 SDMH TYPE II STA 0+82.2' LT 7.8' RIM 397.0 IE= 390.8 MWS STA 0+46.8' LT 7.7' RIM = 395.0 INLET 390.65(N) OUTLET IE=390.1 (S) IN COMPLIANCE WITH CITY OF RENTON STANDARDS '0)+0''4+0) 6' & Ä Ä 5704+&)'A6190*1/'5A++ %A .7 # Ä % Ä 4Ä 24 Ä 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 24 1 , ' % 6 A 5 7 0 4 + & ) ' A 6 1 9 0 * 1 / ' 5 A + + 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 X X X X X X X X X X X X X X X X X X X X S7 T9 T9 S7 S7 S7 S15 S4S4 S4S4 S4 S4 S15 S15 S4S13 S4S4 S7 S7 S4S4S7 S7 S1 T9 S4 S7 S7 S7 S7S7 s17 s17 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13s5s5S4 S4 S4 S13 S13S13S13S13S13 S13S13S13S13S13 S13 S13S13S13S13S13S13S13S13S13 T9 T15 T15 T15 T15 T14 T15 T9 T9 T14 T6 T6 S7 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S7 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13S13S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13S4 S13 T9 S13 S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13 S13 S13 T8 S3 S3 S3 S3 S3 S13S13 S13 S3 T14 T14 T14 T6T6 S3 S3 T14 S7 S15T15 T15 T9 S13 S13 S13 S13 S13 S13 S13 S13 T9 T15 S7 T6 T6 S13 S13S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S15 S15 S15 S3S7S7S7S7 S7S7 S7 T14 T14 S13 S7 S7S13 S15S15 S7 S7 S7 S7 S7S13S13S13 S13 S7 S7 S7 S7 S13 S13S13S13 S7 S7S13 S15 S7 S7S7S7S7S13 S13 S13 S13S13 S7 S7 S7 S7 S13 S13 S13 S13S13 S7 S7 S7 S13 S13 S13 S13 S13 S7 S7 S7s17 S4 s17 s17 S7 S7 S7 S7 S7 S7 10' T9 T15 S15 S15 S15 S15 S3 S3S3 S7 S7 S7 S7 S7S13S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 T8T8 S4 S4 S7 S7 S7 S13S13S13S13S13S13S13S13S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13S13 S13 S13 S4 S4S7 S7 S13S13S13 S13 S13 S13 S13 S13 S13 S13 S13 T7 T7 T7 T7 T7T7T7T7T7T7 S13 S13 T14 S13S13 s17 11'-81 2" 8' 6' WOOD FENCE MED SIZE STREET TREES @ 40' O.C. & GROUND COVER PARK BENCH, TYP. FULLY SITE OBSCURING 10' LANDSCAPE VISUAL BARRIER PER RMC 4 -4-070.F.46 PRIVATE YARDS - LAWN AND PAVED PATIOS, TYP. EXISTING TREE, SAVE AND PROTECT SEE ARBORISTS REPORT FOR DETAILS CROSSWALKS - CONCRETE, BROOMED WITH SCORE PATTERN 2.5X2.5' ON DIAGONAL ADJACENT TO ASPHALT DRIVEWAYS - OFFERS VISUAL AND TEXTURAL DIFFERENCE SEE ARCHITECTURE PLANS FOR PATHWAY DETAILS UTILITY SEE CIVIL PLANS EXISTING TREES TO BE REMOVED TALL SHRUBS - ARBORVITAE AND GROUNDCOVER - KINNICKINNICK ALL NEW SHRUB AREAS TO BE IRRIGATED WITH TEMPORARY IRRIGATION UNTIL PLANTS ARE ESTABLISHED TEMPORARY IRRIGATION IS A BATTERY OPERATED TIMER FROM A BUILDING HOSEBIB WITH DRIP LINES AROUND ALL THE NEW PLANT MATERIAL NATIVE LAWN SEEDMIX GRASS WILL GO DORMANT IN SUMMER MONTHS PLANT MATERIAL NATIVE / DROUGHT TOLERANT - OWNER RESPONSIBLE FOR WATERING PLANT MATERIAL UNTIL ESTABLISHED PLANT MATERIAL NATIVE / DROUGHT TOLERANT - OWNER RESPONSIBLE FOR WATERING PLANT MATERIAL UNTIL ESTABLISHED ALL NEW SHRUB AREAS TO BE IRRIGATED WITH TEMPORARY IRRIGATION UNTIL PLANTS ARE ESTABLISHED TEMPORARY IRRIGATION IS A BATTERY OPERATED TIMER FROM A BUILDING HOSEBIB WITH DRIP LINES AROUND ALL THE NEW PLANT MATERIAL REPAIR LAWN W NATIVE SEED MIX WHERE DISTURBED TREES SHALL BE LOCATED A MIN. OF 10' FROM HYDRANT, TYP. PARK BENCH, TYP. 10' 10' WIDE FULLY SIGHT OBSCURING LANDSCAPED VISUAL BUFFER FENCING DETAILS AND PLANS SHOWN ON PRIVATE OPEN SPACE EXHIBIT (CIVIL PLANS) S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7S7 PRIMARY ENTRANCE SUNRIDGE TOWNHOMES (PHASE II)SUNRIDGE TOWNHOMES (EXISTING) UNIT 2B UNIT 2C 1 2 3 4 5 6 YARD SETBACK UNIT 2A UNIT 2D UNIT 2E UNIT 2F 8 9 UNIT 1CUNIT 1A UNIT 1B UNIT 1EUNIT 1D BUILDING 1 6426 SQ. FT. (3850 SQ. FT. MIN. REQ'D.) BUILDING 2 COMMON OPEN SPACE HC HC 10 11 MAIL BOXES MAIL BOXES (APPROVED BY USPS) 12 13 7 GU E S T GU E S T RA M P U P COMPACT FLUSH WALK COMPACT COMPACT COMPACT COMPACT COMPACT GUEST PARKING GUEST PARKING PRIMARY ENTRANCE COMMON OPEN SPACE 6,426 SF S7 FILTERRA WITH NANDINA R10'R10' R10' T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 LANDSCAPE PLAN 020 20 4010N NOTE: Replacement per Arborist Report: Required 72" Cal = 36 Trees @ 2" Cal Proposed 37 Trees @ 2" Cal. SITE AREA 33,081 SF (.76 ACRES) X 30 TREE CREDITS PER ACRE = 22.8 REQUIRED 37 PROVIDED LANDSCAPE PLAN Know what's below. before you dig.Call R L1 13 10 FOOT STREET FRONTAGE LANDSCAPING 8 FOOT WIDE PLANTER STRIP WITH STREET TREES b.Tree Credit Requirements: With the exception of interior remodels not involving any building addition, removal of trees, or alteration of impervious areas, properties subject to an active land development permit shall comply with all of the following minimum tree credit requirements, and apply the tree credit value table in subsection H1bv of this Section: i.Tree credit requirements shall apply at a minimum rate of thirty (30) credits per net acre. ii.Either tree retention or a combination of tree retention and supplemental tree planting (with new small, medium, or large tree species) shall be provided to meet or exceed the minimum tree credits required for the site. iii.Supplemental tree planting shall consist of new small, medium, or large species trees, as defined in RMC 4-11-200, Definitions T. The supplemental trees shall be planted with a minimum size of two-inch (2") caliper, or evergreen trees with a minimum size of six feet (6') tall. The Administrator shall have the authority to approve, deny, or restrict the tree species for proposed supplemental trees. iv.Within subdivisions, location of supplemental tree replanting shall be prioritized within tree tract(s) versus individual lots. PLANT LEGEND TREES SYMBOL QTY DESCRIPTION SIZE RENTON TREE SIZE 6 Cornus kousa 'satomi' Satomi Kousa Flowering Dogwood 2" Cal. Min Well Formed MEDIUM (1 PT) 3 Halesia monticolor Mountain Silverbell 2" Cal. Min Well Formed MEDIUM (1 PT) 10 Calocedrus decurrens Incense Cedar 6' Ht. Min. Full / Compact LARGE (1 PT) 9 Juniperus scopulorum 'Sky Rocket' Sky Rocket Juniper 6' Ht. Min. Full / Compact MEDIUM (1 PT) 9 Chamaecyparis lawsonia 'Oregon Blue' Oregon Blue Lawson Cypress 6' Ht. Min. Full / Compact MEDIUM (1 PT) 37 TOTAL TREE REPLACEMENT POINTS SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION SIZE 38 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 6' Ht Min. Full/Compact 1 Myrica californica Pacific Wax Myrtle 2 Gal. MIn. 12 Vaccinium ovatum Evergreen Huckleberry 2 Gal. Min. 21 Rhododendron Uinque' 'Unique' Rhododendron 2 Gal. Min. 2 Pinus mugo Mugo Pine 5 Gal. Min. 83 Nandina domestica 'Gulf stream' Gulf Stream Heavenly Bamboo 2 Gal. Min. 254 Prunus l. 'Mt. Vernon' Mt. Vernon Laurel 2 Gal. Min. 14 Mahonia aquifolium Tall Oregon Grape 2 Gal. Min. 6 Miscanthus sinensis x Yaku Jima Dwarf Maiden Grass 2 Gal. Min. 38 Thuja o. 'Emerald Green' Emerald Green Arborvitae 4' Ht Min. 27 Pennisetum alopecuroides Hameln Hameln Dwarf Fountain Grass 1 Gal. Min. Arctostaphylos uva-ursi Kinnikinnick 1 Gal. @24"O.C. Triangular Spacing 9 Tournesol Wilshire Planter, WR-481824 Rectangle 48"L 18"W 24"H FIBERGLASS - rough stucco finish - iron color 3 Bench - 6 foot long - SITESCAPESONLINE.COM - TG1-1001 Six foot, Backed Bench, Center Arm Rest 26"x34"x72" 365lbs. Color: Onyx Hydroseed for Typical Lawn Areas SUNMARK NATIVE ECOTURF- Sunmark Seeds www.sunmarkseeds.com Botanical Name Common Name % by Weight Festuca rubra Native Red Fescue 45% Bouteloua gracilis Blue Grama 25% Buchate dactyloides Buffalograss 20% Koeleria macrantha Prairie Junegrass 7% Trifolium fragiferum Strawberry Clover 3% 1 lbs per 1,000 SF or 43.67 lbs per acre T6 T8 T9 T14 T15 T7 S-XXX S3 S4 S5 S7 S13 S15 S17 T7 STREETSCAPE PLANTERS, TYP CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 SU N R I D G E T O W N H O M E S I I TE D - 4 0 - 4 1 7 3 SUNRIDGE TOWNHOMES II 3/11/25 KLO KLO KLO KLO P REVISED PER AGENCY COMMENTS KLO 3/11/25 KLO R-417313 PERMIT APPLICATION #: 21003243 & 21003245 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 MHerrera 05/20/2025 CURRENT PLANNING BUILDING 2 4' HIGH CEDAR FENCE 4X4 CEDAR POST LANDSCAPING S7 T9 T9 S7 S7 S7 S15 S4S4 S4S4 S4 S4 S15 S15 S4S13 S4S4 S7 S7 S4S4 S7 S7 S13 S13S13S13S13S13 S13S13S13S13S13 S13 S13S13S13S13S13S13S13S13S13 T9 T15 T15 T15 T15 T9 T14 T6 T6 S7 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S7 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 T9 S13 S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13 S13 S13 T8 S3 S3 S3 S3 S3S3 T14 T14 T14 T6T6 S3 S3 T14 S7 S7 S7S7 S7S7 S7 T14 T14 S13 S7 S7S13 S15S15 S7 S7 S7 S7 S7S13S13S13 S13 S7 S7 S7 S7 S13 S13S13S13 S7 S7S13 S15 S7 S7S7S7S7S13 S13 S13 S13S13 S7 S7 S7 S7 S13 S13 S13 S13 S13 S7 S7 S7 S13 S13 T8T8 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7S7 S7 X X X X X X X X X X X X X X X X X X X S1 T9 S4 S7 S7 S7 S7S7 s17 s17 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13s5s5S4 S4 S4 T14 T15 T9 S13 S13 S13 S13 S13S13 S13 S13 S13 S13 S13 S13S13S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13 S13S4 S13 S13S13 S13S13 S13 S13 S7 S7 S7s17 S4 s17 s17 S7 S7 S7 S7 S7 S7 S13S13 s17 UNIT 2B UNIT 2C UNIT 2A 8 96426 SQ. FT. (3850 SQ. FT. MIN. REQ'D.) BUILDING 2 COMMON OPEN SPACE 10 11 MAIL BOXES 12 13 RA M P U P COMPACT FLUSH WALK COMPACT COMPACT COMPACT COMPACT COMPACT T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 SUNRIDGE TOWNHOMES (PHASE II) UNIT 2B UNIT 2C UNIT 2A UNIT 2D UNIT 2E UNIT 2F UNIT 1CUNIT 1A UNIT 1B UNIT 1EUNIT 1D BUILDING 1 BUILDING 2 HC HC 11 MAIL BOXES MAIL BOXES (APPROVED BY USPS) 12 13 GU E S T RA M P U P FLUSH WALK COMPACT COMPACT GUEST PARKING FRONT YARD LANDSCAPE & FENCE SECTION 1 4"=1'-0"4 ENLARGED FRONT YARD PLANTING PLAN - BUILDING 1 SCALE: 1:10 NCOMMON OPEN SPACE EXHIBIT SCALE: 1:20 COMMON OPEN SPACE 6,426 SF PRIVATE YARD OPEN SPACE, TYP. N ORNAMENTAL ENTRY GATE TO PRIVATE OPEN SPACE, TYP. DECORATIVE FENCED PRIVATE OPEN SPACE, TYP. PRIVATE YARD OPEN SPACE, TYP. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 SU N R I D G E T O W N H O M E S I I TE D - 4 0 - 4 1 7 3 SUNRIDGE TOWNHOMES II 3/11/25 KLO KLO KLO KLO P REVISED PER AGENCY COMMENTS KLO 3/11/25 KLO R-417314 PERMIT APPLICATION #: 21003243 & 21003245 LANDSCAPE - OPEN SPACE EXHIBIT ELEVATION AND CUT SHEETS L2 14 COMMON OPEN SPACE PRIVATE OPEN SPACE RECTANGULAR PLANTER 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 MHerrera 05/20/2025 CURRENT PLANNING GROUNDCOVER PLANTING DETAIL No Scale EQUIDISTANT EQ U I D I S T A N T E Q U I D I S T A N T (X) ( X ) DISTANCE (X) PER PLANT LEGEND NOTES: ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS SPECIFIED IN THE PLANT LEGEND. LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON-CENTER SPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. 2 X BALL DIA. BACKFILL W/ BACKFILL MIXTURE AS INDICATED IN NOTE IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS FORM CONTINUOUS RIM REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. MULCH & TOPSOIL OR AMENDED BASE, REFER TO LANDSCAPE NOTES FOR DEPTH WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL SHRUB PLANTING DETAIL No Scale MULCH TO DEPTH SPECIFIED IN NOTES WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN WATER. GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: a. Slopes used for grass plantings or turf shall be less than 3:1 or 33 percent. Otherwise plantings should not require mechanized mowing equipment. Soil Preparation. a. Planting beds should be deep tilled to a depth of at least 12 inches. Soils shall be enhanced through the addition of the following materials: bark and forestry by-products, organic matter such as composted yard waste, organics and other amendments as needed through a soils test. b. On project sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoil should be tilled into the soil to a depth of 12 inches through all planting areas. c. For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscape area should be added to a depth of four inches to the top of the soil. d. Seeded areas shall be fine graded and rolled. 2. Mulching of Newly Planted or Replanted Areas. a. Mulches must be applied to the following depths: a minimum 3 (three) inches over bare soil, and two inches where plant materials will cover. b. Mulches must include organic materials, such as wood chips and shredded bark. c. Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because of down-slope erosion and potential soil contamination from herbicide washing. d. Mulch should be applied regularly to and maintained in all planting areas to assist soils in retaining moisture, reducing weed growth, and minimizing erosion. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, remove all burlap, string & wire from any B&B plant material, cut and remove jute strings. Gently place in tact Rootbal into planting pit. If rootball breaks or is not solid - the plant is unacceptable and shall be replaced. 15. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 16.Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 17. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 18. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via TREE GATOR BAGS attached to each tree. For planting warranties from contractor to be ensured, contractor shall be responsible for watering the plant material and keeping the mulch ring weed free for the first growing season as part of the contract. It is recommended to install the landscaping in the Spring (February - April) or Fall (October - December)when dormant but before hard freeze. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. 19. Fertilizer Tablets: Apply 1 per gallon of plant size. 5 per 1.5" cal. tree and 6' tree. Agriform 20-10-5 long lasting planting fertilizer tablet with minors. An excellent way to ensure tree crops have a good start. Easy way to feed newly planted trees, shrubs and container plants. Contains the necessary nutrients to feed your plants for up to 2 years. These tablets break down slowly through the action of soil bacteria which converts the tablet nitrogen to forms that can be absorbed by plant roots. Tablets provide consistent nutrition to plants. Tablets contain micronutrients derived from sulfates which are generally more plant available than those derived from oxides. Contains 500 tablets of 21-gram each MULCH TO DEPTH SPECIFIED INTERLOCKING PLASTIC TIES CONIFER TREE CONTINUOUS RIM FORM SAUCER WITH 2x2 STAKE DRIVEN INTO SUBGRADE SECURE STAKE TO TREE W/ EXCAVATE PIT TO DEPTH OF ROOTBALL OR POT. SCARIFY SIDES AND BOTTOM OF PIT, BACKFILL W/ SOIL MIXTURE INDICATED IN NOTES, FILL IN 9" LAYERS, WATER AND TAMP TO REMOVE AIR POCKETS MULCH & TOPSOIL OR AMENDED BASE, REFER TO LS NOTES FOR DEPTH WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. IN LANSCAPE NOTES EVERGREEN TREE PLANTING & STAKING DETAIL N.T.S. 2 x ROOTBALL DIA. 3" MULCH 2" 6" F R O M B A S E OF B R A N C H I N G 6" 12 " 2 X BALL DIA. DECIDUOUS TREE SCARIFY SIDES OF PIT, BACKFILL WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS (2) 2X2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD FORM SAUCER WITH CONTINUOUS RIM INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL ENSURE PROPER SUBBASE EXISTS; CLEAR ALL CONCRETE AND OTHER DEBRIS FROM PLANTERS PRIOR TO BACKFILLING AND PLANTING TOPSOIL OR AMENDED BASE, REFER TO LS NOTES FOR DEPTH WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. DECIDUOUS TREE PLANTING & STAKING DETAIL N.T.S. LINEAR STYLE PLANTING WITH DEEPROOT BARRIERS A.DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER CHOSEN. B.INSTALL THE BARRIER. WHEN USING DEEP ROOT LINEAR BARRIERS, SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX AND SEPARATE THE JOINER AT THE CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A LINEAR FASHION, YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF PANELS TOGETHER. C.NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS HELPFUL TO PLACE THE BARRIER AGAINST THE HARD SCAPE. USE THE HARD SCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO PROMOTE A CLEAN SMOOTH FIT TO THE HARD SCAPE. BE SURE TO KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. D.PLANT THE TREE. THE LINEAR STYLE OFFERS A MORE EXPANSIVE ROOTING GROWTH AREA. HOWEVER, ADVERSE SOIL AND DRAINAGE CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. FOR INFORMATION REGARDING PRODUCT CALL: 1 800 ILV ROOT (458-7668). SIDEWALK / ROAD GROUND LOCKS DEEPROOT UB 24 OR UB 18 SEE NOTES SIDEWALK CURB ROOT BARRIER DETAIL 8 LF ALONG SIDEWALK AND CURB EDGE CENTERED ON THE TREE TRUNK R24 SHALL BE USED Know what's below. before you dig.Call R CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 SU N R I D G E T O W N H O M E S I I TE D - 4 0 - 4 1 7 3 SUNRIDGE TOWNHOMES II 3/11/25 KLO KLO KLO KLO P REVISED PER AGENCY COMMENTS KLO 3/11/25 KLO R-417315 PERMIT APPLICATION #: 21003243 & 21003245 LANDSCAPE - NOTES AND DETAILS L3 15 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 MHerrera 05/20/2025 CURRENT PLANNING X X X X X X X X X X X X X X X X X X X X 10' 1" 1"1" 10' 7 6 5 4 21 3 TWO 3" SLEEVES 114" MAINLINE POINT OF CONNECTION 3" SLEEVE TWO 3" SLEEVES 11 4" MAINLINE MANUAL DRAIN TWO 3" SLEEVES ONE 3" SLEEVE TWO 3" SLEEVES 114" MAINLINE 1 1 4" 1 1 4" 1 1 4" 3" SLEEVE 3" SLEEVE 3" SLEEVE 2-3" SLEEVES 3" SLEEVE 3" SLEEVE 1" 1" 1" 1" 1" 114" ONE 3" SLEEVE R10'R10' R10' VALVE SCHEDULE NO.GPM AREA TYPE SPRINKLER 1 11.76 SHRUB POP-UP SPRAY HEAD 2 11.05 SHRUB POP-UP SPRAY HEAD 3 13.82 SHRUB POP-UP SPRAY HEAD 4 5.53 SHRUB POP-UP SPRAY HEAD 5 18.65 LAWN POP-UP SPRAY HEAD 6 14.45 SHRUB POP-UP SPRAY HEAD 7 18.07 LAWN ROTARY SPRINKLER EQUIPMENT LEGEND CATALOG NUMBER SYMBOL DESCRIPTION PSI RADIUS PGP ULTRA RPB 25 MPR HUNTER POP UP ROTARY SPRINKLER 45 25' 1800 PRS MPR15 RAIN BIRD POP UP SPRAYHEAD 30 15' 1800 PRS MPR 12 RAIN BIRD POP UP SPRAYHEAD 30 12' 1800 PRS MPR 10 RAIN BIRD POP UP SPRAYHEAD 30 10' 1800 PRS MPR 8 RAIN BIRD POP UP SPRAYHEAD 30 8' 1800 PRS MPR 5 RAIN BIRD POP UP SPRAYHEAD 30 5' 1800 PRS MPR 15 RCS RAIN BIRD POP UP SPRAYHEAD 30 4'X15' 1800 PRS MPR 15 LCS RAIN BIRD POP UP SPRAYHEAD 30 4'X15' 1800 SAM PRS 15 LCS RAIN BIRD POP UP SPRAYHEAD 30 4'X15' 100 BBVTF HAM 1.00"HAMMOD BRASS FULL PORT BALL VALVE 850 1.00"FEBCO DOUBLE CHECK ASSEMBLY NP 44 1.00"RAIN BIRD QUICK COUPLING VALVE WITH MATCHING KEY 75 SV RS 0.75"LAWN LIFE MANUAL DRAIN VALVE WITH RISING SWIVEL PEB 1.00"RAINBIRD AUTO CONTROL VALVE ES10 ME 7 STATION O.D.RAINBIRD AUTO CONTROLLER WITH WIFI MODULE RSD BEX RAINBIRD AUTO RAIN SENSOR WIRED 222 BCDB 13"X24"X15"NONE NDS BACKFLOW BOX WITH DROP IN LID 318 BC 13"X20"X12"NONE NDS CONTROL VALVE BOX WITH LID 208 BC 6"X9"NONE NDS MANUAL DRAIN VALVE SCH 40 PVC SOLVENT WELD MAIN LINE, SIZE AS SHOWN CL 200 PVC SOLVENT WELD LATERAL, SIZE AS SHOWN CL 200 PVC SOLVENT WELD SLEEVING, SIZE AS SHOWN 14.1 UF NONE DIRECT BURY CONTROL WIRE, USE WHITE AS COMMON, RED FOR SIGNAL, AND YELLOW FOR SPARES. C IRRIGATION PLAN 020 20 4010N CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 SU N R I D G E T O W N H O M E S I I TE D - 4 0 - 4 1 7 3 SUNRIDGE TOWNHOMES II 3/11/25 KLO KLO KLO KLO P REVISED PER AGENCY COMMENTS KLO 3/11/25 KLO IRRIGATION PLAN L4 16 R-417316 PERMIT APPLICATION #: 21003243 & 21003245 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 MHerrera 05/20/2025 CURRENT PLANNING PROJECT NOTES 1.THE IRRIGATION ENGINEERING DESIGN IS BASED ON A 1.00" DEDICATED IRRIGATION WATER METER WITH 86.00 LBS. STATIC WATER PRESSURE. INSTALLER TO VERIFY PRIOR TO STARTING. 2.INSTALL ALL EQUIPMENT PER STATE AND SOOS CREEK WATER DISTRICT'S CODES AND SPECIFICATIONS. 3.INSTALL THE SLEEVING, MAIN LINE AND CONTROL WIRING WITH 16" MINIMUM DEPTH. 4.PRIOR TO BACKFILL, THE MAIN LINE IS TO BE PRESSURE TESTED AT 86.0 LBS. FOR ONE (1) HOUR WITH "0" LOSS. THE COMPLETED TEST FORM IS TO BE GIVEN TO THE PROJECT MANAGER. 5.BACKFILL MATERIAL SHALL BE ROCK FREE NATIVE SOIL OR CLEAN SAND. COMPACT ALL TRENCHES TO MINIMUM DENSITY OF 85. 6.AFTER INSTALLATION OF THE BACKFLOW PREVENTER IT IS TO BE TESTED BY A STATE LICENSED BAT. THE COMPLETED FORM IS TO BE SENT TO THE WATER DISTR ICT. 7.INSTALL THE CONTROLLER AT THE LOCATION SHOWN. THE RAIN SENSOR IS TO BE INSTALLED NEAR THE ROOF AND FREE FROM ALL OVERHANGS. 8.FROM THE CONTROLLER INSTALL TWO (2) SPARE YELLOW WIRES TO EACH CONTROL VALVE NO. 1 AND 7. NOTE, ALL CONTROL VALVE BOXES SHALL HAVE THE SPARE YELLOW WIRES VISIBLE INSIDE. 9.DO NOT SPLICE THE RED SIGNAL WIRE BETWEEN THE CONTROLLER AND THE VALVE. WIRE SPLICES SHALL BE WITHIN THE VALVE BOXES ONLY USING 3M-DBY SPLICE KITS. 10.MARK ALL CONTROL VALVES USING PLASTIC VALVE TAGS, NUMBER THE VALVES AS PER THE PLAN. 11.USE 4" POP-UP BODIES FOR ALL LAWN AREAS AND 6" FOR SHRUB AREAS. 12.ADJUST THE RADIUS AND ARC ON ALL SPRINKLER HEAD TO CONFORM WITHIN THE LANDSCAPE AREAS TO MINIMIZE OVER SPRAY ON TO THE HARD SURFACES. 13.INSTALL ALL EQUIPMENT AS PER THE DETAILS SHOWN. 14.THE INSTALL SHALL PROVIDE TO THE PROJECT MANAGER AN "EXACT AS-BUILT DRAWING OF THE INSTALLED SYSTEM. 15.AS PART OF THE CONTRACT THE INSTALLER SHALL PERFORM ONE (1) EACH SYSTEM WINTERIZATION AND SPRING START-UP. THE SPRING START-UP SHALL INCLUDE A COMPLETE REVIEW OF THE SYSTEM, SPRINKLER HEAD ADJUSTMENT OR REPAIR TO INSURE THAT THE SYSTEM IS OPERATING IN GOOD CONDITION. MANUAL DRAIN VALVE BACKFLOW PREVENTER BALL VALVE SCH 40 PVC MAINLINE QUICK COUPLER SCH 80 PVC UNION WATER METER B POINT OF CONNECTION N.T.S. E Auto Controller N.T.S. ELECTRICAL "J" BOX 60" 2" ELECTRICAL CONDUIT 24 VOLT WIRING CONTROLER VALVE WIRING 18" (TYPICAL) PVC MAINLINE PVC LATERAL COMPACTED BACKFILL AMENDED TOPSOIL 12" (TYPICAL) F PIPING & WIRING N.T.S. H ROTARY SPRINKLER N.T.S. PVC LATERAL LINE PVC TEE 3 4" MARLEX STREET ELL 3 4" SCHED. 80 NIPPLE (LENGTH AS REQUIRED) 34" MARLEX STREET ELLS GEARED ROTOR RUBBER COVER FINISH GRADE LEGEND 0.0624 [1.59] ABOVE FINISH GRADE POP-UP BODY (06), NOZZLE AND CAP PER PLAN FINISHED GRADE ADJACENT LANDSCAPE LATERAL PIPE PER PLAN LATERAL FITTING PER PLAN FIELD-BUILT FLEXIBLE SWING ARM 6 5 4 3 2 1 321 654 D SPRAY HEAD DETAIL N.T.S. 12" GRAVEL SUMP 5 8" MINUS CRUSHED ROCK BRICK SUPPORT BLOCKS COMMON CONTROL WIRE PVC SUP COUPLING SIGNAL ("HOT") WIRE KING SPLICE CONNECTOR AUTOMATIC VALVE THIRD SCH 80 UNION. TYP. VALVE BOX W/ LID SCH 40 PVC 90° ELL SPARE CONTROL WIRE SCH 00 PVC NIPPLE SCH 40 PVC MAIN LINE TEE F AUTO CONTROL VALVE N.T.S. C BACKFLOW PREVENTER N.T.S. SCH 80 PVC NIPPLES QUICK COUPLER VALVE DOUBLE CHECK ASSEMBLY MANUAL DRAIN VALVE BOX SCH PVC UNION BRASS BALL VALVE 12" GRAVEL SUMP BRICK SUPPORT BLOCKS 6" MINIMUM 6" MINIMUM I MANUAL DRAIN DETAIL N.T.S. 3 4" SCH .80 PVC NIPPLE SCH .40 PVC MAIN LINE TEE 3 4" PVC ST. 90° ELL 24" GRAVEL GUMP PROTECTIVE VALVE BOX BRICK SUPPORT BLOCKS Know what's below. before you dig.Call R CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 SU N R I D G E T O W N H O M E S I I TE D - 4 0 - 4 1 7 3 SUNRIDGE TOWNHOMES II 3/11/25 KLO KLO KLO KLO P REVISED PER AGENCY COMMENTS KLO 3/11/25 KLO IRRIGATION - NOTES AND DETAILS L5 17 R-417317 PERMIT APPLICATION #: 21003243 & 21003245 37 DEVELOPMENT ENGINEERING msippo 05/15/2025 MHerrera 05/20/2025 CURRENT PLANNING CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : R-417316 SU N R I D G E T O W N H O M E S I I C: LU A : SU N R I D G E T O W N H O M E S I I STRUCTURAL_DETAILS SUNRIDGE_TOWNHOMES_II TE D - 4 0 - 4 1 7 3 CWA_CONSULTANS (360)-871-5433 03/31/2025 All elevations, drainage slopes, pipe sizes and locations are per Civil drawings DO NOT BACKFILL VAULT WALLS UNTIL CONCRETE PLANKS ARE INSTALLED AND CONNECTED 㠢坁䱌㐧⁐䱁之 2 ㄲ∠ 何㐧 3 1/2" 5 SLAB REBAR @ ACCESS OPENING SEE CIVIL DWG FOR ACCESS SHAFT AND LADDER N 116'-0" 㠢㠢 106'-8" 22 ' - 6 " 53'-4" 12" DIA VENT NOTCH PER 6/E 12" DIA VENT NOTCH PER 6/E 12" DIA VENT NOTCH PER 6/E SEE CIVIL DWG FOR TERMINATION OF VENT PIPE @ GRADE N 㔧砱〧⁇剁呅 5'-4" RETENTION BASIN 22.5'X80' INSIDE (1800 SF) (20)12-1/2" PRECAST PRESTRESSED CONCRETE PLANKS 12" DIA VENT NOTCH PER 6/E RETENTION BASIN 22.5'X116' INSIDE (26)12-1/2" PRECAST PRESTRESSED CONCRETE PLANKS 22 ' - 0 " 22.0' 32'-0" 76'-0" 56'-0" 22 ' - 0 " 12'-0" 㠢 12" DIA VENT NOTCH PER 6/E 㔧砱〧⁇剁呅 12'-0" 8" WALL W/#5@16" oc EW CENTERED 12" D FOOTING 24"x60" #5 @ 12" oc EW BOT TYP RETENTION BASIN 22.0'X116' INSIDE (29) 12-1/2" PRECAST PRESTRESSED CONCRETE PLANKS NTS 㐧 4'X5.5' SUMP DET 7 RISER WITH OPEN TRAFFIC RATED GRATE (3 PLCS) PER CIVIL CONTROL STRUCTURE PER CIVIL 12"DIA VENT PER DET 10 GRATE ALLOWS FOR VENTING 14-1/2"37-1/2" 10-1/2"33-1/2" 11-1/2"11-1/2"11-1/2"6-3/4"6-3/4" 12 " o r 12 - 1 / 2 " 9 VENT NOTCH 10 ACCESS OPENING PER CIVIL AT GRATE ONLY EXTEND VAULT WALLS TO FINISH GRADE PER DET 4 䱉䐠卅䌮⁀⁔䅎䬠䕎䐠坁䱌 ㄶ∠ TOPPING SLAB ABOVE 4 1/2" AT GRATE EXTEND WALL TO FINISH GRADE CONNECT PER 7/S2 ㄧ㜧 1'-1'2" 7'-0" 1'-0" 1 3" MIN BEARING EA END ELEV 388.6 2' TYP-6"X8" POUR SLOT #5X24" TIES ㄲ‱ ⼲ ✧ ㈴✧ ⠵⤠⌶⁂䅒匠呏倠☠䉏呔位 6 TOP TO AT GRATE EXTEND 8" WALL W/#5@16" OC CENTERED EW TO FINISH GRADE OPEN TO GRATE 5'-6"4'- 0 " 4'-0"4'-0"4'-0"4'-0" NT 5'-6" 12" PVC inlet 394.4 12" PVC inlet 391.65 12" PVC outlet 391.1 8" PVC inlet 394.0 50' from left end DET 5/S1 TYP DET 7/S2 TYP 8" WALL W/#5@16" oc EW CENTERED 12" D FOOTING 36"x156" #5 @ 12" oc EW BOT TYP 8" WALL W/#5@16" oc EW CENTERED 4" 8" 8 GROUT 24" MIN 24" AT GRATE CONTINUE 8" WALL AND REINFORCEMENT TO FINISH GRADE 11 3R /8 $ C DEVELOPMENT ENGINEERING msippo 05/15/2025 R-417318 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR : R-417316 SU N R I D G E T O W N H O M E S I I C: LU A : SU N R I D G E T O W N H O M E S I I STRUCTURAL_DETAILS SUNRIDGE_TOWNHOMES_II TE D - 4 0 - 4 1 7 3 CWA_CONSULTANS (360)-871-5433 03/31/2025 3 3 3 3 A/S2 5/S1 S2 3000psi 3000psi HOLLOW CORE PLANKS BY GRATES TO BE DESIGNED FOR HS25 WHEEL LOAD 3 3 3 3 3000psi 3000psi 03/31/2025 䝒䅔䔠卅䌮䝒䅔䔠卅䌮䝒䅔䔠卅䌮 @ 12" oc (2) #5 CONTINUOUS VERT BARS TO MATCH WALL REINFORCEMENT 丮丮 2' MIN COVER TOP OF WALL FLUSH W/FINISH PAVEMENT TOP OF WALL FLUSH W/FINISH PAVEMENT NO COVER REQUIRED WHERE VAULT LID HAS BEEN DESIGNED FOR DIRECT APPLICATION OF HS25 WHEEL LOADING @ 12" oc 3R /8 $ C DEVELOPMENT ENGINEERING msippo 05/15/2025 R-417319 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNRIDGE TOWNHOMES II T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com COVER SHEET LEGEND STREET LIGHT CONSTRUCTION GENERAL NOTES 1.ELECTRICAL CONTRACTOR TO FIELD VERIFY AND COORDINATE EXACT LOCATION OF LIGHT POLES AND JUNCTION BOXES PRIOR TO ROUGH-IN. LIGHT POLES AND JUNCTION BOXES SHALL BE LOCATED OUT OF DRIVEWAYS. IN ADDITION, COORDINATE WITH ALL WATERLINES, METERS, SEWER, STORM AND TREE LOCATIONS WHERE APPLICABLE PRIOR TO ROUGH-IN. STREET LIGHT SCHEDULE LIGHT FIXTURE SCHEDULE ARTERIAL STREET LIGHT POLE, LUMINAIRE, JUNCTION BOX & FOUNDATION. REFERENCE CITY OF RENTON STANDARD PLANS ON SHEETS SL3 AND SL4 AND STREET LIGHT SCHEDULE ON SHEET SL1. IN ADDITION, REFERENCE SECTION 4-6-060 (I) (ILLUMINATION) OF THE CITY OF RENTON GUIDELINES & STANDARDS FOR STREET LIGHTING DESIGN OF RESIDENTIAL AND ARTERIAL STREET. (ORD. 5517, 12-14-2009; ORD. 5675, 12-3-2012) JUNCTION BOX WITH ANTI SLIP LOCKING LID. (SEE WSDOT TYPE 1 J-40.10-02 STANDARD DWGS). PROVIDE 1" TACK WELDS AT BOTH ENDS OF THE J-BOX LID UNDERGROUND CONDUIT & WIRE CONDUIT/WIRE RUN NUMBER. SEE SCHEDULES ON SHEET SL1 FOR ADDITIONAL INFORMATION SERVICE CABINET & FOUNDATION REFERENCE CITY OF RENTON STANDARD PLANS ON SHEET SL3 AND SL4 CLAMP-ON BRACKET (4'): (SEE STANDARD PLAN 117.3) CLAMP-ON BRACKET (8'): (SEE STANDARD PLAN 117.3) POLE: 40' TAPERED ALUMINUM WITH BASE COVER (SEE STANDARD PLAN 117.1, 117.1A) LUMEC STREET LIGHT: TR20 80W48LED 4K LE3F UNV BKTX (SEE STANDARD PLAN 117.1, 117.1A, 117.2) LUMEC PED LIGHT: TR20 35W32LED 4K LE3F UNV BKTX (SEE STANDARD PLAN 117.1, 117.1A, 117.2)SE PETROVITSKY ROAD LOCATION OF LUMINAIRE MANUFACTURER STREET LIGHT NO.STREET POLE ID NO.** STATION * OFFSET * MOUNTING HEIGHTS ARM LENGTHS CIRCUIT TYPE/WATT/DIST.LUMINAIRE TYPE BASE * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ANY ADJUSTMENTS WITH ALL TRADES AND ENGINEER PRIOR TO IMPLEMENTING. ** POLE ID, EASTING AND NORTHING VALUES SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON) FOR INCORPORATION INTO AS-BUILD PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH COR STD PLAN 121. EXISTING PSE POLE, ARM AND LUMINAIRE LED/80W/TYPE III18' STREET/ 4' SIDEWALK35'-6" / 16'-6"32.8' LT4+87 SE PETROVITSKY ROAD SE PETROVITSKY ROAD SE PETROVITSKY ROAD EXISTING PSE POLE, ARM AND LUMINAIRE FIXEDSEE FIXTURE SCHEDULE THIS SHEET JUNCTION BOX WITH ANTI SLIP LOCKING LID. (SEE WSDOT TYPE 2 J-40.10-02 STANDARD DWGS). PROVIDE 1" TACK WELDS AT BOTH ENDS OF THE J-BOX LID EXISTING PSE LUMINAIRE EASTING ** NORTHING ** COPPER WIRING SCHEDULE 1 RUN NO.CONDUIT WIRE COMMENTS 2 3 2" SCH 80 3#2 (POWER) 2" SCH 80 2#8 2" SCH 80 LOCATE WIRE ONLY WITH #8 GROUND WIRE EX1 EX2 SL1 SL1 EX1, EX2 TO PSE 240V VAULT FUTURE STREET LIGHT LED/35W/TYPE III 4/2/2025 1.ALL WORKMANSHIP, MATERIALS AND TESTING SHALL BE IN ACCORDANCE WITH WSDOT STANDARDS SPECIFICATIONS AND NATIONAL ELECTRICAL CODE (NEC). 2.ELECTRICAL PERMITS AND INSPECTIONS FROM CITY OF RENTON ARE REQUIRED FOR ALL STREET LIGHTING INSTALLATIONS WITHIN THE CITY OF RENTON. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS PRIOR TO CONSTRUCTION. THESE PERMITS ARE AVAILABLE FROM THE ELECTRICAL PERMIT COUNTER AT CITY OF RENTON DEVELOPMENT SERVICES DIVISION 1055 SOUTH GRADY WAY, RENTON, WA 98057. PRIOR TO INSTALLATION OF ANY MATERIALS THE ELECTRICAL CONTRACTOR SHALL SUBMIT A COPY OF THE ELECTRICAL PERMIT AND THE APPROVED PLANS AND DOCUMENTATION. 3.MODIFICATIONS OF ANY PORTION OF THE LIGHTING SYSTEM ARE PROHIBITED WITHOUT PRIOR APPROVAL BY THE CITY. 4.LIGHTING SERVICE CABINET SHALL BE PER CITY OF RENTON STANDARD PLANS. SEE SHEET SL4. 5.SERVICE ENTRANCE CONDUCTORS SHALL BE A MINIMUM SIZE OF #2 COPPER. ALL LIGHTING WIRE SHALL BE STRANDED COPPER WITH A MINIMUM SIZE OF #8 WITH INSULATION SUITABLE OF WET LOCATIONS. PHASING TAPE WILL NOT BE ALLOWED. 6.ALL WIRE SHALL BE INSTALLED IN SCHEDULE 80 PVC CONDUIT WITH A MINIMUM DIAMETER OF 2". SCHEDULE 80 PVC OR GALVANIZED STEEL CONDUIT SHALL BE INSTALLED UNDER ROADWAYS. ALL CONDUIT SHALL BE INSTALLED IN THE "UTILITY DITCH" OR AS OTHERWISE DIRECTED BY THE CITY. 7.ALL SPLICES SHALL BE IN THE THE NEAREST JUNCTION BOX. WIRE NUTS WILL NOT BE ALLOWED. ALL SPLICES WILL BE MADE WITH TYPE C COPPER FITTINGS, CENTERED AND ENCASED IN A 3-M SCOTCHCAST EPOXY KIT, RATED AT 600 VOLTS, TYPE 82-A1, 82-B1 OR CITY APPROVED EQUAL. 8.IF MORE THAN ONE CIRCUIT PASSES THROUGH A JUNCTION BOX, EACH IS TO HAVE A PVC SLEEVE CLEARLY IDENTIFYING THE CIRCUIT. A 500-VOLT MEGGER TEST WILL BE PERFORMED BY THE ELECTRICAL CONTRACTOR ON EACH CIRCUIT BETWEEN CONDUCTOR AND GROUND PRIOR TO ACCEPTANCE OF THE LIGHTING SYSTEM. THE INSULATION RESISTANCE SHALL NOT BE LESS THAN 6 MEGA-OHMS TO GROUND 2,500 FEET AND OVER AND SHALL NOT BE LESS THAN 8 MEGA-OHMS UNDER 2,500 FEET. A FUNCTIONAL TEST SHALL BE PERFORMED TO THE SATISFACTION OF THE CITY, IN WHICH IT IS DEMONSTRATED TO THE CITY THAT EACH AND EVERY PART OF THE SYSTEM FUNCTIONS AS SPECIFIED OR INTENDED HEREIN. 9.EACH LUMINAIRE POLE SHALL HAVE AN SEC IN-LINE, FUSED, WATER TIGHT ELECTRICAL DISCONNECT LOCATED AT THE BASE OF THE POLE. ACCESS TO THESE DISCONNECTS SHALL BE THROUGH THE HAND-HOLE ON THE POLE. THE HAND-HOLE SHALL BE FACING AWAY FROM ONCOMING TRAFFIC FROM THE ADJACENT STREET. LOAD SIDE OF IN-LINE FUSE TO LUMINAIRE HEAD SHALL BE POLE AND BRACKET CABLE, TWO CONDUCTOR, 19 STRAND COPPER #10 AND SHALL BE SUPPORTED AT THE END OF THE LUMINAIRE ARM BY AN APPROVED MEANS. FUSE, SIZE, DISCONNECT INSTALLATION AND GROUNDING IN POLE SHALL CONFORM TO WSDOT STANDARDS. 10.JUNCTION BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN J-40.10-03 IN ALL STREET LIGHTING INSTALLATIONS. ALL JUNCTION BOXES SHALL HAVE GALVANIZED LIDS. JUNCTION BOX LOCATION SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. NO CONDUIT RUN SHALL BE MORE THAN 200 FEET BETWEEN JUNCTION BOXES. A JUNCTION BOX SHALL BE LOCATED WITHIN 10 FEET OF EACH LUMINAIRE POLE AND AT EVERY ROAD CROSSING. NO CONDUIT SHALL BE INSTALLED IN THE ROADWAY EXCEPT AT DESIGNATED ROAD CROSSINGS. CONDUIT ENTERING THE JUNCTION BOX SHALL BE PERPENDICUALR TO THE SIDES OF THE BOX AND A MINIMUM OF 6 BUT NO MORE THAN 8 INCHES BELOW THE LID. BOXES SHALL BE CLEARLY AND INDELIBLY MARKED AS LIGHTING BOXES BY THE LEGEND "L.T." OR "LIGHTING". ALL JUNCTION BOXES SHALL BE SUPPORTED BY A MINIMUM 6-INCH CRUSHED GRAVEL PAD. 11.AFTER INSTALLATION AND BEFORE ACCEPTANCE BY THE CITY, ALL POLES SHALL BE FREE OF DENTS AND MARKS. SONOTUBE SHALL BE REMOVED TO BELOW GROUND LEVEL. POLE BASES SHALL BE GROUTED AND ALL LUMINAIRE HEADS SHALL BE PLUMB AND LEVEL. 12.CONDUIT SHALL EXTEND BETWEEN 3 AND 6 INCHES ABOVE THE CONCRETE BASE. 4 LOCATE WIRE ONLY2" SCH 80 SPARE 1 3720 T-417302 TR O - 4 1 - 4 1 7 3 0 2 SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 DEVELOPMENT ENGINEERING msippo 05/15/2025 T-417301 TR O - 4 1 - 4 1 7 3 EX1 EX2 PSE POWER VAULT SL1 1 22 1 3 203 203 205 201 202 204 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 4 44 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNRIDGE TOWNHOMES II T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com STREET LIGHTING PLAN SCALE: STREET LIGHTING PLAN 1"=20' 1.SEE CITY OF RENTON STANDARD PLANS, DETAILS AND SPECIFICATIONS ON SHEETS SL3 AND SL4 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. GENERAL NOTES PLAN NOTES 201 PROVIDE SERVICE CABINET AND FOUNDATION. APPROXIMATE CENTER OF CABINET AT STA 111+19, 39'LT. INSTALL SERVICE CABINET. CONDUCTORS FOR LUMINAIRE SHALL TERMINATE AT LIGHTING CIRCUIT A. SEE CITY STANDARD PLANS ON SHEET SL4 FOR ADDITIONAL INFORMATION. PROVIDE AND INSTALL TYPE 1 JUNCTION BOX (REFER TO WSDOT STD PLAN J-40.10-04 AND CITY STANDARD PLAN ON SHEET SL3) AT APPROXIMATE LOCATION SHOWN. LABEL TYPE 1 JUNCTION BOX LIDS WITH SYSTEM IDENTIFICATION LETTERS "LT". TYPICAL. PROVIDE AND INSTALL TYPE 2 JUNCTION BOX (REFER TO WSDOT STD PLAN J-40.10-04 AND CITY STANDARD PLAN ON SHEET SL3) AT APPROXIMATE LOCATION SHOWN. LABEL TYPE 2 JUNCTION BOX LIDS WITH SYSTEM IDENTIFICATION LETTERS "ITS". TYPICAL. PROVIDE AND INSTALL LIGHT STANDARD FOUNDATION, LIGHT STANDARD, BRACKET ARM, POLE AND BRACKET CABLE, SEC DISCONNECTS, GROUNDING AND LUMINAIRE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND CITY STANDARD PLANS ON SHEET SL3. ROUTE CONDUIT AND SPECIFIED CONDUCTOR TO UTILITY VAULT IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL PROVIDE ANY INCIDENTAL CONDUIT, FITTINGS AND JUNCTION BOXES AS REQUIRED BY THE SERVING UTILITY FOR SERVICE. ELECTRICAL UTILITY TO MAKE FINAL SERVICE CONNECTION. SEE DRAWING SL1 FOR COPPER WIRING SCHEDULE. ### 202 203 204 205 4/2/2025 1 1 1 3721 T-417302 TR O - 4 1 - 4 1 7 3 0 2 SU N R I D G E T O W N H O M E S I I FOR FOUNDATION DETAILS, SEE STD PLAN 117.1A AND DETAIL 1 ON SHEET SL3 PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 DEVELOPMENT ENGINEERING msippo 05/15/2025 T-417302 TR O - 4 1 - 4 1 7 3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNRIDGE TOWNHOMES II T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com DETAILS4/2/2025 SU N R I D G E T O W N H O M E S I I PR 2 0 0 0 0 0 5 LU A 2 0 0 0 0 0 C 2 0 0 0 2 T-417302 3722 TR O - 4 1 - 4 1 7 3 0 2 FOR FOOTING CAPACITY USE APPROXIMATE CAPACITY OF TAPERED STEEL POST. IBC EQ 18-3 d=(4.25M/S3b)1/2 M = (d2)(S3b)/4.25 PER TABLE 1806.2 FOR ALLOW SOIL BEARING OF 3000 PSF USE DEPTH = 6' S3=(200)6=1200 PSF MOM CAP OF FOOTING = 36x1200X3/4.25= 30.5 'k OK 10" PIPE CAPACITY STD PIPE THICKNESS =.360", S=29.4 IN3 EFFECTIVE S @ .209" THICK = 17.0 IN3 MOMENT CAPACITY =(55)(.6)(17.0)/12= 46.8 'k USE 2/3 SINCE PIPE IS TAPERED DESIGN MOMENT = 30.0'K TY P E A : S E V E N - # 4 H O O P S @ 1 1 " O C S P A C I N G 04/19/2025 DETAIL 1 SEE DETAIL 1 THIS SHEET FOR THE FOUNDATION DESIGN AND CALCULATION. DEVELOPMENT ENGINEERING msippo 05/15/2025 T-417303 TR O - 4 1 - 4 1 7 3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNRIDGE TOWNHOMES II T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com DETAILS4/2/2025 3723 T-417302 SU N R I D G E T O W N H O M E S I I PR 2 0 0 0 0 0 5 LU A 2 0 0 0 0 0 C 2 0 0 0 2 TR O - 4 1 - 4 1 7 3 0 2 DEVELOPMENT ENGINEERING msippo 05/15/2025 T-417304 TR O - 4 1 - 4 1 7 3 EX1 EX2 SL1 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0.67 0.72 0.69 0.69 0.71 0.72 0.70 0.69 0.67 0.68 0.69 0.70 0.72 0.74 0.77 0.79 0.82 0.84 0.85 0.86 0.87 0.87 0.86 0.84 0.81 0.79 0.77 0.75 0.74 0.75 0.76 0.79 0.82 0.83 0.81 0.80 0.84 0.79 0.74 0.80 0.76 0.75 0.79 0.79 0.76 0.75 0.75 0.74 0.76 0.79 0.82 0.86 0.91 0.95 0.98 1.01 1.02 1.03 1.04 1.04 1.01 0.98 0.94 0.90 0.86 0.82 0.78 0.80 0.80 0.83 0.84 0.86 0.84 0.82 0.84 0.79 0.80 0.87 0.83 0.84 0.86 0.86 0.83 0.80 0.80 0.79 0.83 0.88 0.93 0.99 1.05 1.11 1.16 1.20 1.24 1.25 1.24 1.23 1.19 1.14 1.09 1.03 0.96 0.90 0.87 0.85 0.85 0.89 0.90 0.92 0.95 0.92 0.93 0.89 0.79 0.85 0.83 0.84 0.87 0.85 0.87 0.83 0.84 0.86 0.89 0.97 1.05 1.14 1.21 1.29 1.36 1.44 1.46 1.48 1.48 1.43 1.38 1.32 1.25 1.17 1.08 1.02 0.98 0.93 0.95 0.96 0.99 0.98 0.99 1.01 0.99 0.97 0.89 0.94 0.94 0.96 0.95 0.95 0.93 0.93 0.90 0.95 1.01 1.08 1.17 1.28 1.39 1.48 1.60 1.68 1.71 1.72 1.72 1.67 1.60 1.49 1.40 1.30 1.20 1.13 1.09 1.08 1.09 1.10 1.15 1.16 1.18 1.18 1.16 1.14 0.96 1.00 1.05 1.04 1.05 1.06 1.04 1.02 1.03 1.05 1.11 1.19 1.30 1.42 1.55 1.70 1.80 1.90 1.96 1.97 1.95 1.85 1.76 1.67 1.52 1.40 1.28 1.22 1.18 1.21 1.25 1.27 1.37 1.39 1.38 1.36 1.35 1.33 1.16 1.18 1.22 1.23 1.23 1.25 1.20 1.20 1.19 1.17 1.20 1.26 1.38 1.56 1.71 1.81 1.94 2.11 2.22 2.25 2.18 2.01 1.86 1.76 1.63 1.48 1.34 1.28 1.22 1.20 1.23 1.33 1.42 1.45 1.43 1.47 1.52 1.49 1.35 1.33 1.41 1.39 1.42 1.49 1.36 1.30 1.24 1.22 1.25 1.31 1.44 1.59 1.75 1.88 2.05 2.26 2.45 2.49 2.37 2.17 2.00 1.84 1.69 1.54 1.42 1.30 1.22 1.17 1.19 1.26 1.34 1.44 1.49 1.58 1.66 1.64 1.51 1.49 1.56 1.47 1.44 1.43 1.31 1.27 1.17 1.18 1.24 1.34 1.47 1.61 1.78 1.96 2.17 2.38 2.61 2.70 2.53 2.33 2.12 1.93 1.75 1.59 1.45 1.34 1.24 1.20 1.23 1.30 1.39 1.56 1.66 1.77 1.84 1.82 1.64 1.67 1.70 1.58 1.54 1.45 1.27 1.27 1.18 1.18 1.25 1.38 1.48 1.63 1.80 2.00 2.23 2.49 2.79 2.94 2.70 2.41 2.15 1.92 1.71 1.52 1.37 1.30 1.18 1.15 1.14 1.20 1.32 1.48 1.68 1.77 1.77 1.81 1.81 1.96 1.89 1.83 1.69 1.56 1.34 1.25 1.18 1.18 1.24 1.33 1.38 1.53 1.70 1.91 2.16 2.46 2.81 2.94 2.71 2.33 1.98 1.701.67 1.84 1.71 0.36 0.36 0.38 0.41 0.41 0.40 0.41 0.46 0.53 0.60 0.68 0.78 0.93 1.14 1.43 1.83 2.37 3.03 3.66 4.21 4.26 3.68 2.97 2.30 1.77 1.38 1.09 0.89 0.75 0.62 0.56 0.48 0.21 0.23 0.24 0.25 0.28 0.29 0.32 0.37 0.46 0.55 0.65 0.78 0.95 1.20 1.53 1.96 2.61 3.36 4.14 4.77 4.71 4.05 3.27 2.58 1.94 1.49 1.17 0.93 0.76 0.63 0.52 0.42 0.16 0.16 0.17 0.19 0.21 0.24 0.28 0.34 0.42 0.53 0.65 0.80 0.99 1.20 1.51 1.94 2.54 3.19 3.79 4.40 4.36 3.71 3.12 2.46 1.88 1.50 1.20 0.97 0.78 0.63 0.50 0.40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUNRIDGE TOWNHOMES II T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com PHOTOMETRIC PLAN SCALE: PHOTOMETRIC PLAN 1"=20' 4/2/2025 ILLUMINATION POINT BY POINT STATISTICS SE PETROVITSKY ROAD DESCRIPTION AVERAGE 1.30 MINIMUM 0.67 1.94:1 AVERAGE/MINIMUM SIDEWALK 1.44 0.16 9.00:1 RMS 4-6-060 AVERAGE MAINTAINED ILLUMINATION ROAD CLASSIFICATION: PRINCIPAL ARTERIAL TARGET VALUES: 1.3FC NON-INTERSECTION, 4:1 UNIFORMITY 3724 T-417302 TR O - 4 1 - 4 1 7 3 0 2 SU N R I D G E T O W N H O M E S I I PR : 2 0 - 0 0 0 0 5 6 LU A : 2 0 - 0 0 0 0 3 9 C: 2 1 - 0 0 0 3 2 7 DEVELOPMENT ENGINEERING msippo 05/15/2025 T-417305 TR O - 4 1 - 4 1 7 3 R-417320 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 25 OF 37 R-417321 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 26 OF 37 R-417322 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 27 OF 37 R-417323 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 28 OF 37 R-417324 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 29 OF 37 R-417325 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 30 OF 37 R-417326 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 31 OF 37 R-417327 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 32 OF 37 R-417328 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 33 OF 37 R-417329 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 34 OF 37 R-417330 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 35 OF 37 R-417331 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 36 OF 37 R-417332 APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 37 OF 37