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HomeMy WebLinkAboutzR-3970SetUTILITY CONFLICT NOTE O THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND a) DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY Oa) POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF W CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS F. PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHARED MAINTENANCE AGREEMENT NOTE: THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL Q OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. n rr O 25' TRACT A () 5- Q W w Iz 0 Iz rr W Cm G z �I W W PER DETAIL 11C3 - . A SHARED DRIVEWAY C1 NTS ALL UTILITY LINES SERVING THE PROPOSED DEVELOPMENT MUST BE UNDERGROUND. ALL FRANCHISE UTILITIES REQUIRE A SEPARATE FRANCHISE PERMIT. CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND APPROVED BY A CITY OF RENTON INSPECTOR. S88a04'46"E 370.28' _ FOUND MON IN CASE AT THE INTER. OF SE 164th ST & 109th AVE co SE = oN Id < o rn m w z -I r w 0 0- V) Q w I I II 1` J \ Sheet Number \o, C1 �o \ C2 \ C3 C4 d y0 C5 \ C6 C7 d �0 L1 L2 \ J \ Sheet Number \o, C1 �o \ C2 \ C3 C4 d y0 C5 \ C6 C7 d �0 L1 L2 \ L3 AREAS NOTE: PROPERTY 37,400 SQ FT 0.86AC DISTURBED AREA 9,107 SQ FT 0.21AC FILL =130 CY CUT = 58 CY PARCEL 0088000890 \ PROJECT ADDRESS 1 036 SE 164TH ST, 1 0936 ENTON, WA 98055 \ GROSS ON -SITE IMPERVIOUS AREA 6,169 SQ FT 0.14 AC NET NEW IMPERVIOUS AREA 3,916 SQ FT 0.09 AC \ OFF -SITE IMPERVIOUS (GRAVEL SHOULDER)1,740 SQ FT 0.04 AC IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA 7.5% (LOT 1) ; 47.3 (LOT 2) BUILDING COVERAGE 5.8% (LOT 1) ; 46.8% (LOT 2) BUILDING SIZES 1,749 SF (LOT 1) ; 2,381 SF (LOT 2) \ PARKING COUNT N/A NET DENSITY 2.47 DU/AC \ ZONING R-8 \ MAX LOT COVERAGE 2,545 SQ FT (50%) MAX IMPERVIOUS SURFACE AREA 19,693 SQ FT (65%) (LOT 1) ; 3,308 SQ FT (65°%) (LOT 2) \SETBACKS 20 FT FRONT; 20 FT REAR; 5 FT SIDE WEST 85 FEET OF THE EAST 471.64 FEET MEASURED ALONG THE SOUTH LINE OF TRACT 5, BLOCK 10 , AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY , ` WASHINGTON. / / \ 30298.27 SQ FT 0.70 ACRES r M N I a \ O �- �I 16 -� 7.6, bK 1 7.8' APPLE / 8 68"AP ( 7 ' 8.'r APPL 1 6 5T APPL g I 6.Y;PPL 87 APPL 1 IC, I` LOT 1 ( I ''"�"ER �o z Q`��'� DATE OF SURVEY: MAY 2016 ( I r co �QP� Q BASIS OF BEARING: PLAT OF AKER'S FARM NO.6 VOLUME 42, PAGE 15. rn I aGo o SE 164th STREET (N 88°04'46"W) BENCHMARK: CITY OF RENTON MON # 1640 o I z Y NE CORNER OF SEC 29-23-05 AT THE o INTERSECTION OF SE 160th ST AND 116th AVE SE 000 12.3' FOUND 3" BRASS DISK WITH PUNCH IN CASE CD} s I ELEVATION = 466.08 (NAVD 88) SITE BENCHMARK: EXISTING SS MH AT THE SOUTHWEST CORNER \ OF THE SITE. EXG GRAVEL DIMI ELEVATION = 428.75 NAVD88 1,749 SIF TRACT A: SHARED D/W PER SECTION AIC1 I : EXG BUILDING -- - - � - 00 I 36.2' \ I \\ \ o .:•-�25.01 o \EXG �I 1 ..•.• . -.. 60.0' BUILDING i RACT A 2117.16SQFT 0 o 0.05 ACRES :. :. ---------------N --- as -- 4 -..73' $.26t 1 LOT 2 8.0' PROPOSED STORM 5090.08 SQ FT I EASEMENT l :5.0 I 0.12 ACRES ' I PRIVATE 16.0' ' PROPOSED HOUSE ' EXG ROCK WALL PROPOSED ACCESS & UTILITY TRACT : .' 1 FRONTAGE IMPROVEMENT :::: :: 250' �L-________ __ ------ SEE SHEET C4 60.0 0 H P 6tiP JMV wc_ L EXG SSMH - I M EL: 428 3� -: . ::. :: :: :::..:..: .:: NEII F :::.::::. NEVICT. : IN EL E,W: 415.:T::-` SAFE WALKING ROUTE IMPROVEMENT ------ SEE SHEET C7 :: :: :: :: :: ::- ::�::: ::: :::-:::•:::•::::: �: :::•:::•:: :: :: : :: :: �: .:::.:. SAFE WALKING ROUTE IMPROVEMENT SEE SHEET C7 cn 0 N = o Ili SITE PLAN c. M 1 =30' W E SURVEYED: DESIGNED: KL S DRAWN: KL CHECKED: AEP NO. REVISION BY DATE APPR A►'PROVE CITY OF RENTON MON #1640 NE CORNER OF 29-23-05 FOUND 3" BRASS DISK W/PUNCH IN CASE AT THE INTER 116th AVE SE & SE 160th STREET N-170648.98 E-1305835.75 FOUND MON IN CASE AT THE INTER. OF SE 164th . ST & 109th AVE SE : EXG SSMH: s RItv� EL: 442.52 IN EL W: 431.27 CITY OF RENTON MON #1863 - E 1 /4 OF 29-23-05 FOUND COPPER PIN IN CASE AT THE INTER 116th AVE SE & SE 168th STREET CURRENT PLANNING N-167989.62 E-1305752.85 Matt Herrera [DateL+j ] CITY OF RENTON Planning/Building/Public Works Dept. SCALE: SHEETINDEX Sheet Title SITE PLAN TESC PLAN GRADING, DRAINAGE & UTILITIES PLAN FRONTAGE IMPROVEMENT PLAN - SE 164TH ST STANDARD DETAILS STANDARD DETAILS 164TH ST SAFE WALKING ROUTE PLAT PLAN TREE RETENTION / LANDSCAPING PLAN TOPOGRAPHY MAP LEGEND DESCRIPTION NEW EXISTING STORM SEWER D - - - D - - - SANITARY SEWER S - - _S_ WATER W - - - W - - - CONTOURS 50 - 50 - - SILT FENCE F POWER (OHP/UGP) - OHP/UGP - - OHP/UGP ASPHALT PAVING ® t• • • • • • • .l PERVIOUS CONC. CONC. PAVING GRAVEL SURFACE LANDSCAPING CONCRETE CURB -- SPOT ELEVATIONS �"" "" """" PARKING COUNT O FOUND CASE MON B FIRE HYDRANT Y GAS METER 0 0 GUY WIRE ANCHOR E- JUNCTION BOX m ❑ PARKING LOT LIGHT POWER POLE W/TRANSFORMER 0 POWER VAULT a a ROCKERY CA" c1� SIGN T SIGNAL POLE STORM CATCHBASIN ■ ❑ STREET LIGHT TELEPHONE JUNCTION BOX ❑ TELEPHONE VAULT OT 111 UNDERGROUND POWER UTILITY POLE -0- UTILITY MANHOLE 0 0 WATER METER in EB WATER VALVE 0.4 N SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM e.g S Spd mg ['roods y5 � 4 9a �c 4Riia Aid O a Pima Medical to P 5 15th St A� 0 N+s 5 16th St 517th St N m S 181h S, p h ya S lgth St ao t] Pizza .;me c 5?151 S1 ABBREVIATIONS: r. 1d u °ty�. t catitarR'dr Q r �s SE Ifith M Phoenix Monressorl - 5 lath St Ludy Fumitwe aQ Oz^Z rpo Ro91ng�•� G ''A r, St > 4 SE ztsa se 1 .. M -pq/SE 2: O SE M Pi O PROJECT SITE 5F 1 2 xt 5t SE,62nd St r K, v ;h St 5E 164th <z VICINITY MAP BLC BUILDING CORNER MJ MECHANICAL JOINT C COMPACT OH OVERHEAD CB CATCH BASIN PL PROPERTY LINE CL CLASS R RADIUS CO CLEAN OUT REF REFERENCE DRAWING COR CITY OF RENTON RIW RIGHT-OF-WAY D STORM DRAIN S - SANITARY SEWER DDCV DOUBLE DETECTOR CHECK VALVE SQ FT SQUARE FEET DI DUCTILE IRON STD - STANDARD DS DOWNSPOUT S/W - SIDEWALK DTL DETAIL T TELEPHONE D/W DRIVEWAY TIC - TOP OF CURB EL ELEVATION TP - TEST PIT ESMT EASEMENT TV TELEVISION EXG EXISTING U.N.O UNLESS NOTED FD FOUNDATION DRAIN OTHERWISE FDC FIRE DEPARTMENT CONNECTION YL YARD LIGHT FF FINISHED FLOOR S SOUTH FHY FIRE HYDRANT W - WEST FL FLANGE JOINT E EAST H/C HANDICAP N NORTH IE INVERT ELEVATION NW NORTHWEST LF LINEAR FEET SW SOUTHWEST US LANDSCAPING NE NORTHEAST MH MANHOLE SE SOUTHEAST 0 - DIAMETER SOUND BUILDING & CONSTRUCTION 26859129TH AVE SE KENT, WA 98030 PH: 206.790.5385 SURVEYOR TOLIMA ENGINEERS & LAND SURVEYORS 255 SW 41ST STREET RENTON, WA 98057 PH: 425.251.0665 ENGINEER ADAM E. PAUL, PE AP CONSULTING ENGINEERS PLLC PO BOX 162 AUBURN, WA 98071 PH: 253.737.4173 APCE@APCONSULTINGENGINEERS.COM LANDSCAPE ARCHITECT BRADLEY DESIGN GROUP, INC 4330 N LEXINGTON STREET TACOMA, WA 98407 PH: 253.272.4848 UTILITIES: WATER: SOOS CREEK WATER AND SEWER DISTRICT SEWER: SOOS CREEK WATER AND SEWER DISTRICT c� o a < z m F---i a E--� r T j Z `14 o LU wL �^ �W Z W M L J cn LO O LO Uwe E W L COAL MINE HAZARD NOTE A COAL MINE HAZARD EXISTS ON THE PROJECT SITE. R-397001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 c.� L U a a DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY Q Ann Fowler 08/01 /2018 rstraka 08/03/2018 J REGIONAL FIRE AUTHORITY Et+Tp L� CURRENT PLANNING APPROVED z (�^ 4ngelea Weihs 08/13/2018 cthomas 08/16/2018 yq(FIRE pis O LALLY'S SHORT PLAT SITE PLAN COVERSHEET 77 DATE* 08/03/2017 (n W RELDBOOK: BOOK PAGE: PAGE DRAWING NO: C1 Q SHEET: OF: 1 7 R-397001 PLANT SCHEDULE SYMBOL QTY. BOTANICAL NAME / COMMON NAME TREES - DECIDUOUS SIZE SPACING, CONDITION & REMARKS 2 ACER GINNALA'FLAME' / FLAME MAPLE (UtiliTree) 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) TREES -EVERGREEN 3 CHAMAECYPARIS NOOTKATENSIS 'PENDULA' / WEEPING ALASKA CEDAR 7'-8' HT. B&B, NURSERY GROWN SHRUBS 9 CISTUS X HYBRIDUS / WHITE ROCK ROSE 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. \ 16 CISTUS X PURPUREUS / PURPLE ORCHID ROCK ROSE 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. ® 20 PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 21-24" HT. FULL FOLIAGE, 36" O.C. GROUNDCOVER 418 FRAGARIA'PINK PANDA' / PINK PANDA SAND STRAWBERRY 4" POTS 18" O.C. 465 SF LAWN - SEED OR SOD Seed or Sod per Owner's request NOTE: ALL PROPOSED PLANTING ARE DROUGHT BUT MAY REQ. SUPPLEMENTAL WATERING DURING THE FIRST 3 YRS. ESTABLISHMENT; WILL BE HAND -WATERED OR SERVE WITH AUTOMATIC IRRIGATION SYSTEM. 1 r- /1 r- A I r1 . TREES TO BE REMOVED \rJ TREES TO BE RETAINED \� r DRIP LINE Fertilizer tablets quantity per manufacturer's recommended application rates Provide 6" clearance betwee root ball and edge of planting pit. TREE LIST: 1- 10.3" CHERRY 2- 9.2" RED CEDAR 3- 17.4" CHERRY 4- 6.3" APPLE 5- 6.2" APPLE 6- 5.2" APPLE 7- 8.4" APPLE 8- 6.8" APPLE 9- 7.8" APPLE 10- 7.6" APPLE REMOVED REMOVED RETAINED RETAINED RETAINED NOT COUNTED RETAINED RETAINED RETAINED RETAINED 2" layer mulch feather - away from trunk Mound soil to form 4" high basin Cut and remove burlap from top 1/3 of ball or completely remove *remove all treated or container* nonbio-degradable materials Shrub Plantin (Not To Scale) Slope conditions Detail City of Renton TREE RETENTION WORKSHEET, 1. Total number of trees over 6" in diameter' on project site: 1. 7 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 trees Trees in proposed public streets 1 trees Trees in proposed private access ease ments/tracts trees Trees in critical areas' and buffers trees Total number of excluded trees: 2. 1 trees 3. Subtract fine 2 from fine 11: 3. 6 trees 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 0.6 trees 5. List the number of 6" or larger trees that you are proposing5 to retain 4: 5. 7 trees 6. Subtract line 5 from .fine 4 for trees to be replaced- 6. -6.4 (No Trees Required (If line 6 is less than zero, stop here- No replacement trees are required). 7. Multiply fine 6 by 12" for number of required replacement inches: 7. 0 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2' caliper trees required) 8. n/a Inches 9. Divide line 7 by line 8 for number of replacement trees6: (if remainder is .5 or greater. round up to the next whole number) 9. n/a Measured at chest height. ` Dead: diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arbarist, and approved by the City. Critical Areas. such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-450 of the Renton Municipal Code (RMC). ' Count only those trees to be retained outside of critical areas and buffers. The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-13OH7a Inches of street trees, inches of trees added to critical areasJbuffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. X:'+'1BDG�,Projec4,2017117027 AP -Lally ShortPtat'.Proj M�mt'ProjcctDatxCTrecRacntionWorluheet23oct2017.dor a® u M® ®u fo 2" layer mulch featl- away from trunk 50 native & 50 topsoil mix Fertilizer tablets quantity per manufacturer's recommended application rates 1,22,08 PLANTING REQUIREMENTS: GENERAL NOTES: A. Plant material list submittal: within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addresses and telephone numbers of all plant material suppliers and growers. 1.A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 1.B. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the asns. 1.C. Submit a project installation schedule, coordinated with the proposed soil amending and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under this section. B. Substitutions of plant materials will not be permitted unless authorized in writing by the landscape architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the public from injury or danger. PLANTING NOTES: 1. Verify bedlines and plant layout with landscape architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the owner. 4. Install protective fencing for on site existing trees and vegetation to remain, and plant material located on adjacent property prior to commencing work. The critical root protection area of all trees to remain has been established as a 1' radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line, whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Entry, Tree Root Protection Area'. See existing tree and vegetation protection detail for additional information. 1 gal. or 4" potted plant d material - Mound soil to form basin c` \ r 3" above grade. 1 5pac �a Provide 3" clearance between root ball and O Equidistant O \ edge of planting pit. / spacing Use knife or sharp blade to cut through bottom half of root ball. Butterfly rootball to bring \ (- \ the root system closer to the surface. Groundcover Planting Detail_ (Not To Scale) Provide min. 4'-0" high protective mesh fence and support with wood posts at dripline of existing trees and vegetation to be protected during construction i Plan 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1) General Soil Requirements: The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shall have an organic matter content of 5% dry weight for turf areas, and 10% dry weight for planting beds (typically around 20-25% compost for turf areas and 35-40% compost for planting areas). The soil portion must be 75-80% sandy loam for turf areas, and 60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid -tolerant or native plantings. 2) Requirements for Amending Existing Soil in Place: Turf Areas - Place and rototill 1.75 inches of composted material into 7.75 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Planting Beds - Place and rototil 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Do not scarify within drip lines of existing trees to be retained. 3) Requirements for Applying Imported Topsoil: Turf Areas and Planting Areas - Scarify or till subgrade in two directions to 6 inches depth. Entire surface should be disturbed by scarification. Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsoil mix on surface and till into 2 inches of soil. Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas - Reapply stockpiled soil and rototill in 1.75 inches of composted material for a combined minimum depth of 8 inches of soil and compost. Planting Beds - Reapply stockpiled soil and rototil in 3 inches of composted material for a combined mimimum depth of 8 inches of soil and compost. 5) Within Stormwater Systems - On -site soil mixing or placement shall not be performed if soil is saturated or frozen. Total amended soil depth shall be a minimum of 18 inches. Mix all soil amendments uniformally throughout the rain garden soil section. Amended soil shall be placed in horizontal layers in no greater than 12" lifts. Allow soils to compact and settle naturally. Areas can be watered after each lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and erosion control measures must be installed to protect the bioretention area from sedimentation. 6) Rake beds to smooth, clean and remove all rocks, roots and debris over 1 inch in diameter. Water or roll turf areas to compact soil to 85 percent of maximum. Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch. Finished grade for turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material. In areas where'construction activity may cross into dripline, place 6" of medium size wood chips and cover with a metal plate Existing Tree & Vegetation - Protection Detail - (Not To Scale) Finish Grade-\ Sidewalk �a m c zo 6. Plants shall be pit planted with a 50/50 prepared mix of native soil and topsoil mix. See planting details for depth and staking requirements. 7. Fertilize all installed plants during backfill operations with organic fertilizer as recommended by manufacturer. 8. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine bark mulch. Finish grade of mulch shall be one inch (1 ") below top of adjacent hard surface. 9. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 10. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits thoroughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 11. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 12. Inspection and acceptance: the owner will make an inspection for substantial completion of the work upon request by the contractor. 13. Replacement of plantings: remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material. 14. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within five(5) linear feet of any paved surface. Deeproot universal barrier #ub18-2 (or approved equal). Install per manufacturer's recommendations. Warranty: The warranty shall include replacing and planting the same size and species of plant material, as shown on the landscape plan and that has been designated, by the landscape architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re -instated under these plant guaranty conditions. 1/2" Dia. Black Rubber Hose (Typ) 12 Ga. Wire, Twist to Tighten 2" Dia. Tree Stakes (Typ) Tree Wrap as Specified to First Branching. Remove Burlap and Twine (and Wire Baskets) Off Top 1/3 of Rootball 2" Mulch Layer Feathered Away from Trunk 3" Water Basin 1" L-F _A Curb & Asphalt )� h Root barrier 4' to 5' dia. Ring (see note) Break Sides and Bottoms of Planting Pit 1 I -I to Allow for Root Penetration III III III III III III Planting Mix as Specified -III III III I III- -III III III Fertilizer Tablets as Specified 2X Min. Dia. Rootball Compacted Soil Base Fertilizer Tablets as Specified NOTES: 1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery. Tree Pit Shall Not Be Less Than (2) Times Diameter of Rootball. 2. Rootbarrier Shall be 12 In. Deep and 8 L.F. on Each Side of Rootball Adjacent to Curbs and Paved Surfaces. 3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk Caliper Inch as Measured 6 In. Above Rootball. Tree w/Root Barrier Planting Detail_ (Not To Scale) R-397009 z = BDCi z �z ■ ■ ?6677 W me mail Z 1- 4330 N Lexington 5t Iv Tacoma, WA 98407 W i = location UU 455E 5t Helens Ave d Tacoma, WA 98402 LU d t.253.272.4848 ❑ � f.253.276.0132 Z www.bradtree.com CC :5 info@bradtree.com ado\ a\\Q STATE OF WASHINGTON REGISTERED LANDSCAPE A HITECT le n radlR .•57 I REVISION No. Date By 1 23 Oct 2017 YSL Revised per city comments 2 20 Feb 2018 YSL Revised per city comments Scale As Indicated Designer Sheet No. YSL Project Manager nciMFW L-2 Pripal KBR Date 23 Aug2017 of 2 Sheets Phase Construction Permit Submittal Project No. 17027 H 00 CD co co 0 CD 5' LAN / EX TREES TO REMAIN (TYP) EXEMPT F OM TREE CLC. (UNDER 6" ALIPER) / 1 I i I I \ I I I I I I II I / 101� �.6 APP rr 9 A 7�8" �AP� _ 1 8 AP \ 1 0 7 \ 1�4 APP �6 \ \ I 1 _APP \ \ yo, I\ - EX SIGNFICANT TREE TO REMAIN (TYP) I � I i \ \ EX SIGNFICANT TREE I \ TO REMAIN (TYP) I i `\ I\ 17.4" CHE Y \ DRIPLINE (TYP I I \ I I I I II I� I BUFFE 1 � PRUNUSL ROCERASUS'OT O LUYKEN' / TTO LUYKEN LAUR L TEL — — - 0 H P — — — 0HP-gL-� a EXG BUILDING I \ I \ \ I \ I \ \ \ \ WEST 85 FEET OF THE EAST 471.64 FEET \ MEASURED ALONG THE SOUTH LINE OF TRACT 5, BLOCK 10 , AKER'S FARMS NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 42 OF i PLATS, PAGE 15, RECORDS OF KING COUNTY , WASHINGTON. I \ o \ EX dI NIFICAI\T TREE TO l REMOVE (TYP) RRY 0 — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 9.2" RE — — o LEXGBUILDING O — — 00. 10 O \ CISTU9_X-PURPUREUSj_ p O \ PURPLE ORCHID ROCK ROSE oo 6 \I I I LOT 2 0 \ CISTUS X HYBRIDUS / L \ WHITE ROCK ROSE p ,0 o EXG R CK WALL \ J� FRAGARIA PINK PAN D / I O \ PINK PANDA AN RAW % _ I ----, CHA AECYPARIS NOOT ATENSIS 'PENDULA' / \ WEE ING ALASKA CEDA t NOTE: ALL PROPOSED PLANTING ARE \ KJ DROUGHT TOLERANT BUT MAY REQ. 10, �TREET FRONTAGE SUPPLEMENTAL WATERING DURING THE \ Tr 7 LAPTSCAPE BUFFER FIRST 3 YRS OF ESTABLISHMENT; WILL \ ' BE HAND -WATERED OR SERVE WITH AUTOMATIC IRRIGATION SYSTEM \ HP colt., 65 S — _ — = D --- _ _ — — - 0HP — — — OHf — — OHP I � S S \ ��- b D— — — D Tree Retention Landscape Plan ACER GINNALA'FLAME' / SE 1 4TH ST. J \ FLAME MAPLE J / RMC 4-4-070 LANDSCAPING: (F) (2) / — — S S S S S CA) \ 2 D \ M \ m \ r� of = Renton O PLANNING DIVISION APPROVED 08/13/2018 aweihs R-397008 SCALE: 1 "=20'-0" 0 10, 20' 40' U z Zz �z a LLI c� Z= L7 U LL1 V) I-- L.La = BDCi mail 4330 N Lexington St Tacoma, WA 98407 location 455B St Helens Ave Tacoma, WA 98402 Q t.253.272.4848 ❑ un 0 f.253.2 76.0132 z www.bradtree.com CC :5 info@bradtree.com . ye aClodl� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT r.. J I radl a of 5 z Q w u V 0 Q zJ Q Q _ O O J N Cz L / V 1 u r 0 J LJ u/ J z LLJ F__ Lu 0� Lu LLJ DC REVISION No. Date By 1 23 Oct 2017 YSL evised per city comments 2 120 Feb 20% YSL vised per c ty comments Scale 1"= 20'-0" Designer Sheet No. YSL Project Manager MFW Principal KBR Date 23 Aug201.7 of 2 Sheets Phase Construction Permit Submittal Project No. 17027 a 0 CIO 6 i W Q n_ I— Ir 0 cn U) J Q W m z I— W W Cn "42-4 0 - C. --4 C m m PROJECT SITE Z \ ` CENTERLINE OF R0VY \. • ' : : • :: :: :. \' :: :: �:. .: • :. 1--� HASHED YELLOW UNE�:.. • _ :: :: �. • . RE 11 \��� \ / �.+ • ' •- ��- I i S.E--.-164.TH- .-ST.- N W E S W E UTILITY CONFLICT NOTE s THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I i < i SE 164TH ST — SCHOOL S SCALE: 1 =20' AFE WALKI (REF). SE 164TH ST —SCHOOL SAFE WALKING ROUTE SCALE: 1 °=26 NO. REVISION i , �. NG ROUTE (E) SURVEYED: DESIGNED: KL DRAWN: KL CHECKED: AEP BY DATE APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1980 HORIZONTAL- NAD 1983/1991 DATUM TOPOGRAPHY NOTE: TOPOGRAPHY INFORMATION BASED ON RENTON ONLINE GIS. AP CONSULTING ENGINEERS PLLC MAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. IF SITE CONDITIONS DIFFER FROM WHAT IS SHOWN, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC IMMEDIATELY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SURVEY NOTE: SURVEY INFORMATION INCLUDING PROPERTY LINES, ROADS, EDGE OF ASPHALT AND LOCATION OF DITCH IS BASED ON RENTON ONLINE GIS AND INFORMATION PROVIDED BY SOUND BUILDING AND CONSTRUCTION. AP CONSULTING ENGINEERS PLLC MAKES NO GUARANTEE AS TO THE ACCURACY OF THIS INFORMATION. IF SITE CONDITIONS DIFFER FROM WHAT IS SHOWN, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC IMMEDIATELY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPACTION NOTE: SHOULDER SHALL BE COMPACTED PER METHOD B OF SECTION 2-03.3(14)C OF WSDOT STD SPECS. L Vf1f1Y CL JIIVULUL(\ GRAVEL SHOULDER DETAIL C7 NTS 0 CITY OE RENTON Planning/Building/Public Works Dept. c� o �00 Q F� z m NWz WWW W 10, �z z M 1c- W v O�J M v UW� E 0 U N N 41 C C i 1 W ,r R-397007 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 08/01 /2018 LALLY'S SHORT PLAT SCHOOL SAFE WALKING ROUTE PLAN ,s 0 U CL L W U a DATE: 05/03/2018 FIELOBOOK: B 0 0 K PAGE., PAGE DRAWING NO: C7 SHEET: OF: 7 7 1v-- Cc) 0) 0 0 r AW C.c) LO 0 0 Cfl J C'7 (c) M O 0 0 cr- n_ F-- n_ rr 0 = /) rC V ! _..I R-397004 0/�� V/ co i w I- I- W W 77 U) U Ld L4 a- �X\SS\NC'�OP9 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8"QUARRY SPALLS GEOTEXTILE DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD x 3 Y g JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOI IIVAI FNT TO ATTACH FARRIC TO POSTS. 2'x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC f fV _I 1 1 IT g 6' MAX. MINIMUM 4"x4" TRENCH BACKFILL TRENCH NATIVE SOIL POST SPACING MAY BE INCREASED TO W IF WIRE BACKING IS USED 2"x4- WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT 12" MIN. THICKNESS - �� PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON NOTES PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1 CONDITION OF USE GRAB TENSILE STREBNGTH(ASTMD4751) 200PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH ASTM D3786-80A 400 PSI MlN. AIDS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AVAILABLE ON SITE. AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE IN THE DIMENSIONS OF THE NT HA BE D. THIS MAY INCLUDE STREET SWEEPING AN INCREASE S STREETS FREE OF SEDIMENT SHALL USE S D ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPACES THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHA L L BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 30-100 SIEVE SIZE (0.60-0.15MM) FOR SILT FILM ADS (ASTM D4751) 50-IODSIEVE SIZE 0.30-0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491) 0.02 SEC^-1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LOS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTMD4632) 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. ti�Y o STD. PLAN - 215.10 Y STD. PLAN - 214.00 PUBLIC WORKS STABILIZED .�__� + PUBLIC WORKS SILT FENCE DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 ��� _ "�� DEPARTMENT N� I MARCH 2O08 STANDARD STRENGTH GRATE FILTER FABRIC -III I� I IIIII CATCH BASIN I I I I I TOTES 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF TH. CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. ti�Y o M. PLAN - 216.E I PUBLIC WORKS FILTER FABRIC PROTECTION ,��•`o$ DEPARTMENT MARCH 2O08 PERMEABLE DEPRESS LANDSCAPING I' PAVEMENT SECTION. CONCRETE BAND NEXT TO EDGE TREATMENT SEE NOTE 2 LANDSCAPE EXTEND TO BOTTOM OF PAVEMENT BASE CONCRETE BAND AT LANDSCAPE PERMEABLE FLUSH EDGES PAVEMENT SECTION. -� SEE NOTE 2 I KEY OR EXPANSION JOINT PER DPW APPROVAL (TYP ) IMPERMEABLE PAVEMENT 2" MIN EMBEDMENT KEY FROM ADJACENT IMPERMEABLE PAVEMENT BASE CONCRETE ELAND EXTEND TO J BOTTOM OF PAVEMENT BASE CONCRETE BAND BETWEEN PAVEMENT 1 ALL PERMEABLE PAVEMENT APPUCATIONS SHALL CONFORM TO THE CURRENT CITY OF RENTON STORMWATER DESIGN MANUAL SECTION C 2 7 AND WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS 2 SEE STO PLAN 261 10 FOR PERMEABLE PAVEMENT SECtIONS UNLESS OTKRWISE NOTED, OAAMN G IS NOTTO SCALE (NIS A. STD. PLAN - 261.00 PUBLIC WORKS PERMEABLE PAVEMENT OVED DEPARTMENT EDGE TREATMENTS REVISION CONTROL JOINT (TYP I (PERVIOUS CONCRETE ONLY( DESIGNER CI SPECIFY i DESIGN WATER SURFACE SPACING ELEVATION CONTROLLED 10%MAX SLOPE V MIN CHECK DAM BY OUTLET i - _ I CLEARANCE I SEE PERMEABLE _ PAVEMENT SECTION STD PLAN 26110 CONTROLLED DENSITY FILL SUBSURFACE CHECK DAM PER // DESK3N€R TO SPECIFY ` 1 MOOT SECTION 2-093(1)E / CHECK DAM HEIGHT fi h''r (rYP ) C14ECKDAM REQUIRED FOR SLOPE STEEPER THAN 5% TC SPeC cv SUBGRADEPER SLOTTED UNDERDRAIN. STO PLAN 261 10 J 6" MIN BEDDING SEE NOTE 2 CONTROLLED DENSITY FILL SUBSURFACE CHECK DAM CONTROL JOINT (TYP 1 (PERVIOUS CONCRETE ONLY) DESIGNER TO SPECIFY DESIGN WATER SURFACE SPACING ELEVATION CONTROLLED BY OUTLET 10% MAX SLOPE T 1" MIN CHECK DAM _..... < . CLEARANCE SEE PERMEABLE PAVEMENT SECTICh STO PLAN 261 iC I _- SUBGRApE PER STO PLAN 261 10 DESIGNER TO SPECIFY ^� l 1 n In`J SUBSURFACE CHECK ` ! 1 COMMERCIAL CONCRETE J� SUBSURFACE CHECK DAM PER OAM SIGHT 3" MIN KEY \\ 'NSOOT SECTION 6-02 3(2)8 (TYP } SLOTTED UNDERDRAZN CHECKDAM REQUIRED FOR SEE NOTE 2 SLOPE STEEPER THAN 5% 6' MIN BEDDING CONCRETE BAND SUBSURFACE CHECK DAM CLEANOUT PER STD OUTLET ELEVATION, PLAN 226 00 WATER LEVEL CONTROLLED BY DESIGNER TO SPECIFY i- OUTLET ELEVATION SEE PERMEABLE �� `r TYPE I CB PER STD. PLAN _ T.:1' L PAVEMENT SECTICN - MIN 200 WOR OTHER STRUCTURE e STD PLAN 281 10 12MIN tt g� MAX � WITH APPROVAL f IINIIIEIINIII�NIillll IILNIIIIi111INIIIi111AIN111HN REMOVABLE PLUG sy_y-1 FOR MAINTENANCE UNDERDRAIN AGGREGATE SANITARY TEE CLEAR SEE NOTE I WITH OPTIONAL SLOTTEDUNOERDRAIN PIPE. I RISER PIPE OUTFLOW SEE NOTE I vY PER 1 4 STOP N 1 SUBGRADE 12' MIN SUMP UNDERDRAIN AND OVERFLOW NOTES: CONTROL STRUCTURE WITH RISER 1 UNOERORAiN AGGREGATE SHALL MEET SPECIFICATION IN THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (SWDK TABLE C2 7 to PERMEABLE BALLAST PER SPEC 943 9(2) % 2 UNDERDRAIN TO BE 6- MIN (PRIVATE). 8- MIN. (PUBLIC) SLOTTED PVC PER ASTM D17a5 SCH 40 SLOTS PER SWDM C 2 7 1 OF SWOM SLOPE PIPE AT 0 5 WN UNLESS OTHERWISE SPECIFIED PROVIDE ONE CLEANOUT MIN PER 100 FEET OF UNOERORAIN. AND AT EACH END SEE STO- PLAN 22600 3 UNOERDRAIN SHALL BE PLACED IN FILTER MATERIAL PER SPECIFICATIONS IN TABLE C 2 7 to OF SWOM PIPE WILL HAVE A MINIMUM COVER DEPTH OF WAND BEDDING DEPTH OF 6" GENERAL NOTES: 1 LOCATE UNDERORAIN BELOW STRUCTURAL PAVEMENT BASE DFP-H UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE STD. PLAN - 261.20 PUBLIC WORKS PERMEABLE PAVEMENT: SUBSURFACE P ROYED DEPARTMENT CHECK DAMS AND UNDERORAIN S� IT BASE SAND LAYER SEE NOTE 4 I Z' MINI ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY RESTRICTIVE LAYER PERVIOUS CONCREI'"OROUS AWHALT MINIMUM MATERIAL THICKNESS QN): RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE" CONCRETE ASPHALT CONCRETE ASPHALT JINI (IN) ICI ION) PERMEABLE PAVEMENT, SEE NOTE 1 8 5 S 4 (R } `•©_/ CHOKER COURSE 0 ° 0 2 AGGREGATE BASE SEE NOTE 2 6 6 6 • NOTES: 1 PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPBI WHEN UTN.IZED CHOKER COURSE REQUIRED WHEN ATPB IS USED 2 RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED 3 PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06 3(3) SLW-AADE FOR PERMEABLE PAVEMENTS COMPACT TO A DEPTH OF 6 TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03 3(14)0 OVERCOMPACTED SUBGRADE SHALL 13E SCARIFIED TO 8" MIN AND RECOMPACTEO 4. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE BOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 10% AND A MINIMUM CATION EXCHANGE CAPACITY OF 6 MILUEQUIVALENTS PER 100 GRAMS A 61NCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL ODES NOT MEET THESE PROPERTIES OEIIl1lAL lams: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSP%) DIVISIONS 2-9 APWA GSPS, AND WSDOT STANDARD SPECIFICATIONS 2 POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5# 3. PAVEMENT BASE SMALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION 4, PERMEABLE ASPHALT TREATED BASE (PATE) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2 CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REOUIREMENTS OF APWA GSP 4-04 2(6-03 9(2)) OP12 S PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04 20S-03.9(2)).Opll 6 MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS AND OTHER UTILITY PROVIOER REQUIREMENTS REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND STANDARD PLANS 266 10 AND 265 20 7 PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOC457 OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN VLASHINGTON STATE. 8. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL N/TH 6 GALLON BUCKET TEST, WATER TRUCK. OR ASTM C1701 USING A 12-INCH RING SEALEOAT THE PAVEMENT SURFACE 9. ACCEPTANCE TESTING FOR ROADMYS AND PARKING AREAS OF 2.000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IY14R PER ASTM C1701 AND APWA GSP 544.3 AND S W.3(6), 10 ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES 11. REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (SWDM)FGR ADDITIONAL REQUIREMENTS PER SWDM C 2 7. 12 FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREAT"THAN 5%, CHECK DAMS AREA REQUIRED PER STO PLAN 26120 UNLESS oTHERtAT5E NOTED, DRAWING IS NOT TO SCALE STD. PLAN - 261.10 PUBLIC WORKS DEPARTMENT PERMEABLE PAVEMENT MATERIAL SECTIONS - PERVIOUS CONCRETE AND POROUS ASPHALT SURFACE WATER STANDARD PLAN NOTES U 00 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. a m 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. < 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY z THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST m TO THE CITY, F� 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE F�1 Z APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY, ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. y` 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. r T, W DO NDECISION BY TH ITY OF RENTON. �•i•� UNLESS OTHERWISE APPROVED WITH A WRITTEN E C I T THE HOURS F 7 A.M. TO 7 P.M. M NDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED U 0 DO 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED 0 E OU S 0 0 ROa 7, IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. W 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. (� Z 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 0. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. PAGE 2 Z 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. �(J 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH J RESTORATION STANDARDS. 0 /--i 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. U 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. v �•i.I� 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 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, ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. OD 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. w 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND cn QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET 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. o 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO a THE CITY UPON COMPLETION. PAGE 3 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL a FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE ¢ SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECTTO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE , E , A PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK 0 W Asg VALVE. �titi G� 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE -43211 PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. � GIST F THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PAGE 4 PERFORMANCE �PSIONAL OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). R-397006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DESIGNED: K L DRAWN, KL CHECKED: AEP BY DATE APPR APPROVED: VERTICAL: NAYD 1988 SCALE HORIZONTAL- NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 CITY OF RENTON Planning/Building/Public Works Dept. �J H H DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Q Ann Fowler 08/01 /2018 rstraka 08/03/2018 -� n rr O LALLY'S SHORT PLAT STANDARD DETAILS DATE: + 08/03/2017 O FlELDBOOK: BOOK PAGE PAGE V ) DRAWING NO: C 6 SHEET: OF: 6 71 J C:) co i 1 0 W I- 1 1:r• DIFFERS BID ItEIAIPICLUDES SIDEWALK RAMPS) VARIES (SEE NOTE 7) 6_MIN._- (SEE NOTE m (SEE NOTE 61 10 LF OF PAVED r ORNEWAY REQUIRED I 3+a' EXPANSION JOINT (TYRI ISEE STD. PLAN I°h CEI.ffNT CONCRETE I SIDEWALK x� # w SEE NOTE S A CONSISTS T SLOP e PLANTER STRIP i s � g I CONSTRUCTION JOINT I SEE NOTE I CEMENT CONCRETE RALIP \PITH 1M TV J CURB 6 GUTTERSLOPE(TYP.) SEE NOTE 7) 1WCONTRACT+ONJOWT(TYPI (SEE STD. PLAN 1021 PLAN VIEW VARIES (SEE NOTE 16I a 3% M" SEE NOTE B ITYPI :I 6' MIN 6' Mw CEMENT CONCRETE 6 MIN DEPR56SE0 CURB a GUTTER SIDEWALK �� 11r EXPANSION JOINT (IYP.) (SEE NOTE JI SFrmnm L A 1 ISEE STD. PLAN 102, "6'IN TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) For NOTES STD PLAN 104.2 G` o� STD. PLAN _ 104.3 + + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR ZNMdM6.,­, ED: DEPARTMENT ENTRANCE - TYPE RIB ,ATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. 'rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, BASE SECTION Gregg Zimmerman, Public Works Administrator SEE NOTE 4 NOTES t. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITI I APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. Y. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL. BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 3. PICK ! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS I CATCH BASIN INSTALLATION DEPARTMENT STD. PLAN - 202.00 MARCH 2O08 CEMENT DEPRESSED MONOUTHIC TE CONCREj CURB & GUTTER SIDEWALK \ i� (SEE DETAIL THIS SHEET) TYPE C26 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3!8" joint filler along the driveway lane lines (see std, plan 102). Construct expansion joints parallel with the oenteriine as required at 15' maximum spacing when driveway widths exceed W. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, ether curb designs may be specified. See std. plan 101 for curb details. 4. Not used. 5. The engineer Will design all driveways to Include elevations at all points marked with symbol "X'. All elevations are at the back of curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see sW. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303,2.1 or R303.2.2 or R303.2.3 of the Revised DmIlit Guidelines for Accessible Public Rigbts-of-Way, Of November 23, 2005 (PROWAG). 9. Curb retums for any Type C-MAX Driveway may be approved on a cese-by-case basis. 10. STREET STANDARDS a Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Section 4-4-M PARKING, LOADING AND DRIVEWAY REGULATIONS CEMENT CONCRETE CURB d GUTTER (SEE NOTE 3) FACE Ate CURB SEE(9) SEE DEPRESSED CURB DETAfl. CONTRACTION JdNT - a Ur - ON THIS SHEET STO PLAN ID2 41w, r . POF ROADWAY ROADWAY < 1W -f • a a 1 � 1 NOTE: DRIVEWAY LONDPWDINAL EJPMBION JOBYTS SHALL BE FULL DEPTH DEPRESSED MONOLITHIC CURB 3 GUTTER DETAIL. --FACE OF ADJACENT CURB 1• R--OUiTER SURFACE i • j� D �-1•R - o � L D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIALDRIVEWAYS, AND ALLEYS Driveway Example: TYPE C1 B R=ReWdeM)al. C=CaTxrcroW Number of Lanes, (MAX-4 Lane CommenCal) B-BuW(P Strip). Blank-NoBuiTer -' &M- PLAN - 1042 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY DEPARTMENT IENTRANCIES - NOTES AND DETAILS 6 RAISED EDGE DETAIL 1' "P SIDEWALK LEVEL trz' ExrEND SIDEWALK TRANSVERSE 1'-01 T-D' s/a" ptQPREMGL=."NT FILLER 12' 0M R JOINTS TO INCLUDE RNSEO EDGE TYPICAL WHERE APPLICABLE ROU DING 2. t Wr (IN) R. (TYP) FO R RB DETAILS 1p ►.. , + I _ 1.5% _ AN 101 SnNGROADWAY SHEDROGCBASSEE RAISED EDGE1'. or SIDEWALK DETAIL - THIS TYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC) ALL CUT SIDEWALK OMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WAIVED BY SLOPES] w' WITH RAISED EDGE ENGINEER) TYPICAL UNDER ALL CURB, `// 11r (IN) R. (rYPJ GUTTER a. SIDEWALK CSTC UNDER CURB a GUTTER TO BE S• THICKNESS OR 0% 1 FOR CURD DETAILS MATCH EXISTING ROADWAY CRUSHED ROCK -0 SEE STD PLAN 101 BASE. WHICHEVER IS GREATER (TYP. FOR AN� • ' ALL CURB a GUTTER). �V�IY)" ^ ••' t FINISHED GRADE VON) BELOW ID Alx TOP OF CONCRETE SURFACE ADJACENT TO CURB 11 0. 1' -0" MIN 11r (IN) R (TYR) RW DING FOR CURS DETALS _2.0% 1 ,." 1.5X SEE STD PLAN 101 BRIDGE OR PEDESTRIAN R'iceRAILING� FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER 1rr ON) R. (TYR) I SIDEWALK FLUSH a 1.5% •« '« 112' N)R. VERTICAL WALL- .4.�- - ... ,'V'Ay7" %« ••• P �-,P V0191 SEE DETAIL3W (IN) PREMOIDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL JOINT FILLER FOR SIDE i TREATMENTI SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIO S 1r2'(IN)R. 1') FOR CURB DETAILS _ 1'S% 1.5%MOD SEE STO PLAN 101 •S�• � • R FINISH OMATCH OR MATCH EXISTING J� • �� �/u'�' TROWELED PERIMETER FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED 0" fd • 5'•01 / ``h.. CEMENT CONCRETE CURB (CUADJACENT TO BUFFER STRIP FOR CUR D GUTTER sHrnvn> • - \ FOR CURS DETAILS SEE STO PLAN 101 5 ar . VrTO1/4' NOTES \; / 1. Four feet of the sidewalk wkith spas e P be the minkmwm pedestrian accessible mute (PAA1 free of vertical and horizontal obstructions. Gratings, \ Access Covers, Junction Boxes, \ Cable Vaults, Pug Boxes and other appurtenances within the sklewalk must be flush with surface. and match P!(� grade of the sidewalk. ` 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new For other referenced NOTES see construction. when replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply with 3. Concrete to be 4,OW PSI. STD PLAN 102.1 as applicable. CONTRACTION JOINT . • ,Ta , IN SIDEWALK ONLY FULL -DEPTH EXPANSION JOINT W BOTH CURB A40 SIDEWALK (SEE STD PLAN WL31 kl�_ C CONTRACTION JOINT JOINT AND FINISH DETAIL • • . l t PRENI•. JOINT F FILLER E FULL -DEPTH EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE DEPARTMENT SIDEWALK ,. .. IQ REVISION s• y 6'OR1T ONE 93 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 17 HEIGHT RECTANGULAR ADJUSTMENT SECTION O,�bl /SFFNo #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION NOTES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. C 7 7 _TCC CU?FALL TO STREAM DUMP ND PDLLUTANT� o TOP 24" 7 OR 8 EQUAL SPACES Z _DIRECTION OF FLOW I - SECTION SLOT - SEE DETAIL I AND NOTE 1 J SECTION B t 3/4• 1 1/4" 5/8 BOLT -DOWN SLOT DETAIL SEE NOTE 1 #3 BAR EACH CORNER NOTES 18" MIN. 1 Provide two slots in the grate that are vertically aligned j with the holes in the frame. Location of bolt -down slots varies among different manufacturers. #3 BAR HOOP ISOMETRIC z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame SEE NOTE 1 in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ALTERNATIVE PRECAST BASE SECTION ti� O STD. PLAN - 200.00 STD. PLAN - 204.20 PUBLIC WORKS CATCH BASIN TYPE I �'PUBLIC WORKS RECTANGULAR DEPARTMENT\= $ MARCH 2O08 DEPARTMENT VANED GRATE MARCH 2O08 �N;tp 4�'N:tO SURVEYED: DESIGNED: KL DRAWN: KL CHECKED: AEP BY DATE AP P R APPROVED: SCALE SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM N O U I1 w U Q R-397005 � AR • i • IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' SURFACE WATER UTILITY Ar%Ann Fowler 08/01 /2018 rstraka 08/03/2018 IL Q F_ aC O _ DATE: 08/03/2017 U) CITY OF LALLY'S SHORT PLAT FlEt.DB00K: BOOK Cl) R E N TO N PAGE: PAGE • DRAWING NO: Planning/Building/Public Works Dept. STANDARD DETAILS C5 J SHEET: OF: 5 7 _J R-397005 O Cy) L d- 0 W F- F- CL F- rr 0 U) U) J Q rr W Cm G z F- W W ,Y v I I I I • I . I. I 19 LF 12" 0 PVC SDR-35 @ 8,60 430, 1 _ C4 .� TEL 12"AC(REF) r 428 _ -W_ I -426- _ _ - . W_ IT(REF) CB # IE 426%1AICH EXG DITCH) RIPRAP PER TABLE 4.2.2.A 429.01 OF THE RSWDM (TYP) MATCH EXG GRADE 28 LF 16" 0 DIP @ 1:32% L STA 9+70.80,10.161 STA:10+05 (FC) START OF ROAD TRANSITION BEGIN FRONTAGE IMPROVEMENTS PER 9+60 DTL 2/C4 MATCH ELEVATION& LOCATION -- - -._1 _ _ OF EXG IMPROVEMENTS GRAVEL SHOULDER PER C7 --1�0 - - 130 431.05 MATCH EXG GRADE. 430.64 MATCH EXG GRADE V ASPHALT - TRANSITION TO EXG DIW 430.13 MATCH EXG GRADE - -p- LOT 2 i 5090.08 SQ FT I 0.12 ACRES I I I I I I ' I I ' I I �43 I 2, ' I � � 1 \ / \ I I � � I 1 I L-------------- -----------------__--- PERMEABLE PAVEMENT EDGE TREATMENTS _ 432 -- -- -- - _ APPROVED MAILBOX LOCATIONS PER POST MASTER YARD RAIN #1 S88°04'4 'E 85.00' 433.12 ° 432.19 433.01 431. . a 433.32 433:04 o a ,L Q34i2'� :� j ��j \Ta 2;5 UGP " e e a UGP 433.24 ° -W W_ -- _ ° ° 1 0.5' CURB &GUTTER \ 433.38 CB #.1 -S- - S-- - -S- - - EXG SSMH STA 10+13.48;13.00'L (FC) STA 9+63.26, 6.97R C/L OF NEW DW STANDARD CONCRETE RIM = 428.75 DRIVEWAY ENTRANCE - PER COR STI� INV(E) = 415.1210" PVC \ PLAN 104.1 & 104.2 \ 1 S/W TRANSITION C4 NTS 430 425 9+80 10+00 PROFILE AT CURB SE 164TH ST SCALE: 1 = 10 H ; 1 :2' V 432.87 MATCH EXG GRADE UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND \ DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY \ POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR - EXG ROCK WALLTO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. YARD DRAIN #2 I -1 ,,-- GRADE LANDSCAPING TO EAST OF SIDEWALK AT 0.0% GRADE FOR 1.0 FT THEN DOWNWARD AT A \ GRADE OF 3:1 TO MATCH EXISTING GRADE, FILLING yN EXISTING DITCH. RIPRAP PER TABLE 4.2.2.A F THE RSWDM (TYP) / IE = 431.92 (MATCH EXG DITCH) \ �/ \ � GRAVEL SHOULDER PER C7 I - 432.93 \ - OHP _� P OHP- +- �p--_p. 11+0 11+12,11,10.37'L i 1OP 12" 0 PVC SDR-351 4% END OF ROAD TRANSITION c /MATCH-EXG GRADE ALONG SAW CUT LINE 434.69 - - -- I 781F 12" 0 PVC SDR-35 @ 2.95% / MATCH EXG GRADE cn �. SE 1.6- H ST.. S88 04 46 E_ 2 0�0 . 1.1+00 11+19 ,. - -- - =- - _S_ S - -. - S-- - - S - - -S -- S =- - S - - S \ \ CENTERLINE OF ROW \ - _ S - -S ''� - ' \ \ STA 10+84,96' 13)0\L (FC) END OF FRONTAGE IMPROVEMENTS \ \ PER DTL 2/C4 MATCH ELF ATION & \ LOCATION OF EXG IMPROMENTS \ N E FRONTAGE IMPROVEMENT PLAN - SE 164TH ST SCALE: 1717 S STA 10+83.77,12.08L RIM = 433.33 CB # 1 IE(W) = 429.50 STA 10+05.89,1 .09L IE(NW) = 429.50 RIM = 430.29 IE(NE) = 429.50 - - -- - - IE(M = 427.20 S. IE(N) = 427.20 IE(E) = 427.20 EXG GRADE FINISHED GRADE @ 254W° GUTTER LINE _ - --_� I.B9% (EX )6" DI WATER PIPE - (REF) BEYO - / 28 LF 16" 0 DIP @ 1,32% / f aF - (EXG)12" AC WATER PIPE (REF) BEYOND NO. REVISION SURVEYED: DESIGNED: KL DRAWN: KL CHECKED: AEP BY DATE APPR APPROVED: 13' m ui cn VERTICAL CURB & I GUTTER PER COR STD DTL 101 EXG ROADWAY 430 HMA 4" THK ASPHALT CLASS TYPE 1/2 Wl6" CRUSHED ROCK BASE COMPACTED TO 95% MODIFIED PROCTOR 425 11AO&02 SCALE ��AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM 2.0% 8' 1 5.0' 1 VARIES w) Z J l�lll d �I 0 SIDEWALK PER "' COR STD PLAN I 102 ITING STRIP -1.5% PMN911�� PROOF-ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS. OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN. SE 164TH FRONTAGE IMPROVEMENTS c) o NTS R-397004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS f - _ Apft v.R CITY OF RENTON Planning/Building/Public Works Dept. �, DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann Fowler 08/01 /2018 rStraka 08/03/2018 LALLY'S SHORT PLAT FRONTAGE IMPROVEMENTS PLAN LL TO DATE: 08/03/2017 + (n U) FIELDBOOK: BOOK PAGE: PAGE DRAWING NO: C4 < i SHEET: OF: 4 6 R-397004 UTILITY CONFLICT NOTE '� �. I- - - o 6"THK PERMEABLE CON C. O l� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND , EXG BUILDING I \ \ \ STORAGE RESERVOIR (CLEAN ROCK, MIN 40%° VOIDS) DOWNSPOUT TIGHTLINE CONNECTION 0') DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY o CU DEPTH AS NECESSARY TO REPLACE EXG C'C POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR I I d' I \ COMPACTED SOILS 18" MIN, (TO BE EVALUATED BY WEARING COURSE SLOPE PER PLAN O TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND I r'- GEOTECHNICAL ENGINEER) d- THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO L1__I \ DOWNSLOPE END OF PERMEABLE PAVEMENT s PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS I - CONIC BAND BETWEEN PAVEMENTS PER COR + SUBSURFACE WATER STORAGE AREA ADJACENT HARDSCAPE 0 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF I c `. STD PLAN 261.00 \ 1" LJJ CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS ( r-- I - L PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PLLC TO RESOLVE AL 0 � 1 q \ 434.4 MATCH EXG GRADE O z \ YARD DRAIN #4 STA 10+75.62,114.01 L \ Q \ PVC UNDER PAVEMENT RIM = 435.00 \ 1 TO BE SOLID WALL, PERFORATED, & WRAPPED IE(SE) = 432.25 MATCH E(N) (I I III I I - SUBGRADE SLOPE TO 3 a" IN GEOTEXTILE FABRIC (TYP) IE(N) = FIELD VERIFY MATCH SURFACE SLOPE ' I I I' I-' LC) \ 10 LF 12" 0 PVC PVC pe @ 4.49% \ IMPERMEABLE CHECK DAM ' 6" 0 SOLID PVC rr M � CONS BAND AT US PER (CONC OR EQUIVALENT) 6" SAND FOR TREATMENT DAM SLOTTED UNDERDRAIN O _ 00 � -\ \ COR STD PLAN 261.00 USE SPLASHBLOCKS TO o \ 6" MIN COMPACTED DEPTH SAND (30% POROSITY) PER NON -WOVEN GEOTEXTILE ON BOTTOM & (GONG) (f) I TRACT \ DIRECT FLOWS FROM DS TO o N \ ( PERMEABLE PAVEMENT SIDES OF FREE -DRAINING BASE. SPECIFIC THE SPECIFICATIONS THAT GEOTEXTILE PER GEOTECHNICAL ENGINEERS O 2117.16 SQ FT--- O \ ��� 1 XG B ARE PART OF THIS DETAIL. RECOMMENDATION. OVERLAP ADJACENT U) 0.05 ACRES 00 -- STRIPS OF FABRIC AT LEAST 24" OU � DESIGN SPECIFICATIONS: \ ,� _-0 DS-------------------- ---{' ------------- -f -� YARD DRAIN #3 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS \ ) I STA 10+80.52,105.02L CONCRETE SURFACE. f 51 LF 4 0 PVC PIPE I " RIM = 434.31 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 SIEVE) ERVIOUS PAVEMENT ) I - ' - _ ; IE(NW) = 431.7912" 0 BASED ON THE FRACTION PASSING THE #4 SIEVE. PER DTL 1/C3 - - ^ __ i IE(S) = 431.7912" 0 3. THE POROUS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONIC BAND AT CONNECT DS ON REAR OF I ; 59 LF 12" 0 PVC PVC Pipe @ 2.15% CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE I US PER COR STD I ' BUILDING TO CONVEY BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ( PLAN 261.00 �`af) STORMWATER TO ' ONCE FROM A 5-GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS TABLE 1 SAND MEDIUM SPECIFICATION US SIEVE NUMBER PERCENT PASSING 4 95-100 8 70-100 16 40-90 30 25-75 50 2-25 100 <4 200 <2 LOT 2 PERMEABLE PAVEMENT I \ OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF W 433.32 5090.08 SQ FT I ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO THE m 33.I l 00 0.12 ACRES 5 I .2' PRIVATE STORM PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. ` � EASEMENT `\PERMEABLE 0 433.50 L 0 T 2 83, 1 PAVEMENT Z ' NEW 15 LF 4"0 PVC SDR 35 , ` , NTS UNDER SEPARATE PERMIT FF = 433.50 `\ ~ 1 W/SODS CREEK SWD I1 W W J RECONNECT/EXG I HOUSETO/NEW \ CROSSING TABLE _ WATER SERVI LINE I I 1 433.50 o \ j USE SPLASHBLOCKS TO ' C B NOTES. CHECK DAMS PER PERVIOUS PAVEMENT DTL 11C3 32.75 6.4 FT SPACI G BETWEEN DI i DIRECT FLOWS FROM DS T4DAMSDIRECT PERMEABLE PAVEMENT 51 LF 4" 0 PVC PIPE ; \ 1. CB PER COR STD DTL 200 UNLESS OTHERWISE INDICATED ON 1 ' EXG 8 LF 4"0 PVC . ADS________________ THESE PLANS. _--- ---__ __-0 ---- ------ 2. CB INSTALLATION PER COR STD DTL 202 UNLESS OTHERWISE SIDE SEWER STUB INDICATED ON THESE PLANS. � o,`'\ HOUSE TO NEW -� o-b � ° j CONIC BAND BETWEEN PAVEMENTS A9 15 LF 12 PVC Pipe 2.70% PER COR STD PLAN'261.00 ) WATER SERVICE LINE °� o I 1 CB#3 �' TYPE 1 CB, FRAME &GRATE - - - - - -� / YARD DRAIN #2 NEW DOMESTIC WATER SERVICE YARD DRAIN #1 \� STA 10+80.73, 46.34L; STA 10+05.83, 30.92L . STA 10+72.59, 33.78L RIM = 431.10 CONNECTIONS AND METERS UNDER / RIM = 433.25 _ IE(S,12.0) = 428.82 � SEPARATE PERMIT W/ SOOS CREEK SWD RIM 1433.09 IE(N) = 430.5312" 0 � - �- '- - IE(NE) = 430.1212" 0 IE(SW) = 430.5312" 0 TEL - ` = _� �L _ ..__ NEW FH IE(SE) = 430.1212" 0 C - ® g 00 1. EXCAVATE TO THE ELEVATION OF THE FREE -DRAINING SAND OR GRAVEL BASE. 2. PREVENT SEDIMENT AND RUNOFF FROM ENTERING BED DURING CONSTRUCTION. 3. COMPACT UPPER 12" OF EXISTING SUBGRADE SOIL TO ENSURE 90-92% STANDARD PROCTOR 4. AVOID OVER -COMPACTION BY RESTRICTING ACCESS TO THE AREA FOR MATERIAL STOCKPILING & HEAVY CONSTRUCTION VEHICLES 5. FINAL GRADING SHOULD BE COMPLETED BY MACHINERY OPERATING ON A PRELIMINARY SUBGRADE THAT IS AT �-- LEAST 12 INCHES HIGHER THAN FINAL GRADE OR (fl STRUCTURES TO DISTRIBUTE EQUIPMENT LOAD (E.G., STEEL PLATES OR AGGREGATE BASE MATERIAL). FINAL co EXCAVATION THEN PROCEEDS AS MACHINERY IS PULLING 0 BACK AND TRAVELING ON PRELIMINARY GRADE AS FINAL 0 GRADE IS EXCAVATED. 6. TO PREVENT COMPACTION WHEN INSTALLING THE T AGGREGATE BASE, THE FOLLOWING STEPS {_) (BACK -DUMPING) SHOULD BE FOLLOWED: 1) THE AGGREGATE BASE IS DUMPED ONTO THE SUBGRADE FROM THE EDGE OF THE INSTALLATION AND AGGREGATE IS THEN PUSHED OUT ONTO THE SUBGRADE; 2) TRUCKS THEN DUMP SUBSEQUENT LOADS FROM ON TOP OF THE AGGREGATE BASE AS THE INSTALLATION PROGRESSES. 7. AVOID SUBGRADE PREPARATION DURING WET PERIODS (SOIL COMPACTION INCREASES SIGNIFICANTLY IF SOIL IS WET). 8. IF MACHINERY MUST ACCESS THE FINAL GRADE, LIMIT THE ACCESS TO A SPECIFIC TRAVEL WAY THAT CAN BE TILLED BEFORE APPLICATION OF THE BASE AGGREGATE OR PLACE HEAVY STEEL PLATES ON SUBGRADE AND LIMIT C0 TRAFFIC TO THE PROTECTIVE COVER. (0 NOTE: ALLOWING HEAVY MACHINERY ON PERMEABLE In PAVING SUBGRADES DURING WET OR SATURATED O CONDITIONS WILL RESULT IN DEEP COMPACTION (OFTEN 3 O FEET) AND CANNOT BE COMPENSATED FOR BY SHALLOW CD TILLING OR RIPPING SOIL (BALOUSEK, 2003). C9 r- SAND SPECIFICATION: THE SAND MUST CONSIST OF A MEDIUM SAND MEETING THE 0 SIZE GRADATION (BY WEIGHT) GIVEN IN TABLE 1. THE CONTRACTOR MUST OBTAIN A GRAIN SIZE ANALYSIS FROM THE SUPPLIER TO CERTIFY THAT THE SAND MEETS THE NO. 100 AND NO. 200 SIEVE REQUIREMENTS. (NOTE: STANDARD BACKFILL FOR SAND DRAINS, WA. STD. SPEC. 9-03.13, DOES NOT MEET THIS SPECIFICATION AND DO NOT USE SPEC 9-03.13 FOR SAND FILTERS.) Crossing Pipe ID Pipe Material Size Outside Invert Pipe ID Pipe Material Size Outside Invert Separation Number Diameter (in.) Elevation (ft.) Diameter (in.) Elevation (ft.) (in) (in) (ft ) PVC SDR-35 PVC SDR-35 S1 STORM (4"-36") 12.0000 12.5000 427.55 SEWER (4"-36") 6.0000 6.2750 420.41 6.61 PVC SDR-35 PVC SDR-35 S2 STORM (4"-36") 8.0000 8.4000 428.14 SEWER (4"-36") 6.0000 6.2750 418.77 8.84 PVC SDR-35 DI Class 52 W1 STORM (4"-36") 12.0000 12.5000 426.43 WATER (C-54") 6.0000 6.9000 424.36 1.52 PVC SDR-35 Concrete W2 ISTORM (4"-36") 1 12.0000 1 12.5000 1 426.69 1 WATER (6"-72") 1 12.0000 1 17.0000 1 423.25 1 2.21 ® - - d 431.59 S88 �4 46 E 85.00 12" AC (REF) 1 _ - _ - .75 ° a. ° 431,35 � � -, - ( EXG CORRUGATE1D HDPE PIPE ,� ° --- d e _ OHP .1--_ - 24 LF - ° d � . < , -a - � - a-... d 12" PVC Pipe @ 2.55% � T�L �-- -0"[W _= 3t�P .�..�.,.�_ 19 L 12" SDR-35 8.60 2---� UGP ° p _ d ° TEl_ - - _ _W a - ° 1- ° UGP------- IE - 431.92 \ - - W- - OH - -- - 6" (REF) ° a L 4 ° d \\` �- -W-\��\lj /W - - OHPOHP p OHP - --- - OHP OHP 78 LF 12" SDR-35 @ 2.95/°gu 28 LF 16" DIP @ 1.32°k oil 0 - - - /- - - - CONTRACTOR T E - / . 15VERTICAL SEPARATION j CONTRACTOR 74 ENSURE 14 LF 12"SDR 35 16.74% / I BETWEEN STORM & WATER / 15VERTICAL SEPARATION / @ BETWEEN STORM & WATER 10+00 04 46SE*1 6.4THw- E 260.ST' -0. 11+19 S - _S- _ -s - S - EXG CB - S - - S - - S,- - - S - __ - S EXG SSMH STA 10+0120;1 G B CB # 1 - S - S - - - -- S - - STA 9+63.26; 6:97R RIM = 430.41 TYPE 1 CB, FRAME &GRATE \ - S __ _ - S - S - - S _ _ _ S -- --- S - - - S - RIM = 428.75 � IE(N) = 425.56 6" 0 PVC STA 10+05.89,12.09L I \ CTB E21 CB,4RAME & GRATE \ -S - INV(E) = 415.1210".PVC IE(W) = 426.17 CORRUGATED HDPE PIPE RIM =3Q,29 �. STA 10+83.77,12:08L I \ RAISE RIM TO MATCH NEW GRADE) IE(W,16 0) =427.20 RIM = 433.33 ( = 427. IE(W,12"0) = 429.50 \ \ IE(E,12 0) = 427.20 \ I IN - - KW,12"0 = 429.50 -D - IE(NE,12"0) = 429.50 CY) U O 00 a CF) CU m Z N W x 0 W L1J a �W Z H� h W Cl) Z J M U v UW v a> a> c LLI Cn 0 a w U D_ -� - -p - - - - ____f_ - R-397003 -p- -D -D �D - !N COMPLIANCE WITH CITY OF RENTON STANDARDS l -- N -- W E GRADING, DRAINAGE, & UTILITIES PLAN 1 "•=10' S C� --i SURVEYED: SCALE:VERTI_ DESIGNED: SCALE HORIZONTAL: NAD 1983/1N1 CITY OF KL R DRAWN: ENTON KL ' ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. AEP IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DEVELOPMENT ENGINEERING SURFACE WATER UTILITY � ~ < Ann Fowler 08/01 /2018 rstraka 08/03/2018 --I n I -- Cc TO DATE: �+� 08/03/2017 U) LALLY'S SHORT PLAT FIEWWOK: BOOK (n PAGE: PAGE DRAWING N GRADING, DRAINAGE & C3 J UTILITIES PLAN �F�° 3 °F R-397003 I- n I- Ir O U) U) J I I I I I I I I I 1 1 I I I 1 I 1 I I i I I 1 I I I 1 1 I i U 00 o . 2".. CDcm : O 0 00 00 E 0 LO 00 I p I o 00 00 EXG CB - TYPE 1: RIM EL: 428.17 IN EL W: 426.17 14" HDPE IN EL E: 426.17 14" CONIC IN EL N: 425.56 6" PVC LO o� TEL TET ---- - - - - 12" AC (REF) oHP OHP - OH _ 6" (REF) EXG - _ RIM EL: 428.7.5 N IN EL E,W: 415.12., � INSTALL CB PROTECTION PER.STD DTL 216.20/C5 w E C.0 I� = o S > o M o cI I� rn TESC PLAN 1 "=20' - - D ' - _D --- 9 7.6"APPLE i EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: / 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. I s I 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN / 6.6" APPL I ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. p THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 7 I 4. 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 6.4" APPL 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. S. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENTTO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND 5.2"APPLE 5 I POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4 I 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED 6.2" APPL 6.3" APPL p I OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. IDURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON \ ' I (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). PAGE 6 EXG 8"Q1 CONCRETE PIPE p 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH \ � � I I LOCATION PER OWNER AN ADJUSTMENT PROCESS. \ (PORTION TO BE 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. r RELOCATED) 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. I 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION p� \ SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. p I 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR \ I I w PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE , \ PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE LC:) i� 16. PERMANENT FACILITY. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED 3 CD r- N ) l.a• G�HER \ I �-- o WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. I w o STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY O THE CITY PRIOR TO CONSTRUCTION. 00 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL, ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY I 00 SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PAGE 7 I \I I CD :•:.• Z \ ~ EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 12.3' � 1. PRE -CONSTRUCTION MEETING. S \ \ 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. p \ 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. \ I I 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). cn \ 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). I I \ 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 749 SF 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. EXG BUILDING - I_\11. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL 10.30CH RY p \ STANDARDS. I. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. REMOVE \ 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 36.2 -� 9.2"RED CE� R EXG F >�•r BUILDING CONTRACTOR TO ENSURE PLASTIC COVER \ \ FOR EXPOSED/ STOCKPILED SOILS 10.6' REMOVED \ (PER OWNER TREE FALLEN I DUE TO WEATHER) \ FILTER FABRIC FENCE PER STD. DTL 214/C5 I REMOVE EXG STORM PIPE \ FROM CULVER TO PROPOSED \ PROPERTY LINE \ cn, i I \ a \ i 0j00 \ A \\ CONSTRUCTION ENTRANCE PER I ' IO O TOTAL CLEARING AREA = . O STD. DTL 215.10/C5 9,107 SF (0.209 ACRES) \ F 0 O 9 O RELOCATE EXG WM TO LANDSCAPE STRIP O © \ W04_4firF R5 ' \ --_OHPl�--- 0I O O / \ _ _ = D _- HP_ OHP - OHaa r\ OHP- Fj€I`1OVE EXG STORM PIPE /. ► r SE:161`H ST:: : \ �... S88 04.46 E:260150 : i \ S S - - . �'- --------_ �. .\ -- : -s --- - ---� -- -- S S - - -s - EXP S S M H_S S RIV EL: 442.52 IN EL W: 431.27 \ _-D - -D d, - _ - -430 -432- _ W 10 �o � o SURVEYED: DESIGNED: K L DRAWN: KL CHECKED: AEP NO. REVISION BY DATE APPR APPROVED: SCALE I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 4"k C 0 U a W U a a R-397002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 08/01 /2018 ' SURFACE WATER UTILITY rstraka 08/03/2018 LALLY'S SHORT PLAT TESC PLAN 08/03/201 FIELDBOOK: BOOK PAGE: PAGE DRAWING NO: C2 SHEET: OF- 2 7 U CD CD O O Q J CSC O O 1 • 11 r i I I I I / I I I I / i I I / I I I t I I t I V UTILITY CONFLICT NOTE II I .. \ 6" THK PERMEABLE CONC. r� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND , EXG BUILDING O --- I ° STORAGE RESERVOIR (CLEAN ROCK, MIN 40 /° VOIDS) DOWNSPOUT TIGHTLINE CONNECTION C5) DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY \ DEPTH AS NECESSARY TO REPLACE EXG C'7 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR I d- I I COMPACTED SOILS 18" MIN, (TO BE EVALUATED BY WEARING COURSE SLOPE PER PLAN TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND I ...: r-- \ GEOTECHNICAL ENGINEER) THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO ( w \ DOWNSLOPE END OF PERMEABLE PAVEMENT 0 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS I CONC BAND BETWEEN PAVEMENTS PER COR I \ SUBSURFACE WATER STORAGE AREA ADJACENT HARDSCAPE SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF I STD PLAN 261.00 \ 1" W CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS ( E-- PROBLEMS PRIOR T PROCEEDING WITH CONSTRUCTION. PLLC TO RESOLVE ALL 0 S 0 C I _ AS BUILT EDGE OF PERMEABLE PAVEMENT o \ I 1 0 \ O \ Z \ 434.4 MATCH EXG GRADE \ PVC UNDER PAVEMENT - -- -_- TO 8E SOLID WALL, -Rim_-40� _j 1 PERFORATED, & WRAP R I ' 35.14 IN GEOTEXTILE FABRIC (TYP) SURFACED MACH URFASLOPE " IMPERMEABLE CHECK DAM - 6" 0 SOLID PVC rr CONC BAND AT US PER (CONC OR EQUIVALENT) 6" SAND FOR TREATMENT DAM SLOTTED UNDERDRAIN O = AS -BUILT NOTE \ COR STD PLAN 261.00 USE SPLASHBLOCKS TO I DIRECT FLOWS FROM DS TO o \ 1 6" MIN COMPACTED DEPTH NON -WOVEN GEOTEXTILE ON BOTTOM & SAND (30% POROSITY) PER (CONC) ) (%) ' TRACT \ o PERMEABLE PAVEMENT `� SIDES OF FREE -DRAINING BASE. SPECIFIC THE SPECIFICATIONS THAT GEOTEXTILE PER GEOTECHNICAL ENGINEERS 1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON 2117.16 SQ FT---_ \ I ARE PART OF THIS DETAIL. XG B RECOMMENDATION. OVERLAP ADJACENT Cn INFORMATION PROVIDED TO APCE BY TOLIMA ENGINEERS & 0.05 ACRES \_- - STRIPS OF FABRIC AT LEAST 24" _ >_ LAND SURVEYORS AND ANYTHING NOT SHOWN ON THESE � _ DESIGN SPECIFICATIONS: J PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM Lnr -_° _--_'_-0____ __ __� ---------- WHATWAS SHOWN ON THE APPROVED CONSTRUCTION _---a ------------------------ DS ----- i DRAIN #3 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT \ I { STA 19,89�4859�-10+80.83,100.81 L CONCRETE SURFACE. _I PER THE APPROVED DESIGN PLANS. O - 51 LF 4" 0 PVC PIPE I I _ _- -__ -, _ � RIM = 434.3a- 435.40 2, THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5%FINES (MATERIAL PASSING THE #200 SIEVE) 2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE I -ERVIOUS PAVEMENT I ' -- -- - - , I - _ I �2.0 IE(N) = 432.2 BASED ON THE FRACTION PASSING THE #4 SIEVE. ELEVATIONS ARE NOT REFLECTED IN THIS PLAN. CD DTL 11C3 _ - - ___ __ __ ; IE(S)= 434-;z9;2" PJ 431.84 3. THE POROUS PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY 1 00 ( , , 66.4 p gg% (TYp) FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO 00 I CONC BAND AT LIS PER COR STD CONNECT DS ON REAR OF I 69 LF 12" 0 PVC PVC Pipe @ -14% CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE O O ( PLAN 261.00 { ��f I BUILDING TO CONVEY STORMWATER TO i BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS TABLE 1 SAND MEDIUM SPECIFICATION US SIEVE NUMBER PERCENT PASSING 4 95-100 8 70-100 16 40-90 30 25-75 50 2-25 100 <4 200 <2 �\ \ 11,8j3% LOT 2 PERMEABLE PAVEMENT I 1 OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF W ~ l ' 5090.08 SQ FT I I ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO THE m 33.00 44 1 0.12 ACRES 5.2' \ PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. ` y� 433.50 LOT 2 83' ` 1 PERMEABLE PAVEMENT z \ ' NEW 15 LF 4"0 PVC SDR-35 ' ' \ C3 NTS I UNDER SEPARATE PERMIT FF = 433.50 I \ WISOOS CREEK SWD \ W W RECONNECTJEXG HOUSETOINEW - - I I v A CROSSING TABLE - \ WATER SERVIC� LINE - \ I 433.50 j'� CHECK DAMS PER PERVIOUS PAVEMENT DTL 11C3 USE CT FLOWS FROM DS \j B NOTES: 6.4 FT SPACi �G BETWEEN DIMS 32 75 I � � DIRECT FLOWS FROM DS T0�_ PERMEABLE PAVEMENT 51 LF 4" 0 PVC PIPE , 1. CB PER COR STD DTL 200 UNLESS OTHERWISE INDICATED ON I \, THESE PLANS. EXG 8 LF 00 PVC . ��� = DSO-__-__�_ __ 2. CB INSTALLATION PER COR STD DTL 202 UNLESS OTHERWISE SIDE SEWER STUB --° -- - ------ INDICATED ON THESE PLANS. ) CONNECT NEW CONC BAND BEMI EEN PAVEMENTS �`' HOUSE TO NEW goo „ - - PER COR STD PLAN,'261.00 I WATER SERVICE LINE o 1 - CB # 3 �_ _ -- --- -- -- -- - s rk 16;81.70, 34.40L -- "' I TYPE , CB, FRAME & GRATE _ _- - 1 YARD DRAIN #1 STA 10+3.50, 32.90 NEW DOMESTIC WATER SERVICE CONNECTIONS AND METERS UNDER 'a- 431.57 RIM =-+3+.-;$ 433.33 RIM =�8� / SEPARATE PERMIT W! SOOS CREEK SWD I - " \ \ 42 .79 IE(S,12"0)= 428.82 (N) Ir`ur)436.42 12" 0 43 .18 -43Q 53 lz-aL -�-fi . 3 � NEW FH (S) Ir• 12 0 42 .83 \\ 1. EXCAVATE TO THE ELEVATION OF THE FREE -DRAINING SAND OR GRAVEL BASE. 2. PREVENT SEDIMENT AND RUNOFF FROM ENTERING BED DURING CONSTRUCTION. 3. COMPACT UPPER 12" OF EXISTING SUBGRADE SOIL TO ENSURE 90-92% STANDARD PROCTOR 4. AVOID OVER -COMPACTION BY RESTRICTING ACCESS TO THE AREA FOR MATERIAL STOCKPILING & HEAVY CONSTRUCTION VEHICLES 5. FINAL GRADING SHOULD BE COMPLETED BY MACHINERY OPERATING ON A PRELIMINARY SUBGRADE THAT IS AT r LEAST 12 INCHES HIGHER THAN FINAL GRADE OR STRUCTURES TO DISTRIBUTE EQUIPMENT LOAD (E.G,, �? STEEL PLATES OR AGGREGATE BASE MATERIAL). FINAL C'7 EXCAVATION THEN PROCEEDS AS MACHINERY IS PULLING 0 BACK AND TRAVELING ON PRELIMINARY GRADE AS FINAL O GRADE IS EXCAVATED. 6. TO PREVENT COMPACTION WHEN INSTALLING THE AGGREGATE BASE, THE FOLLOWING STEPS U (BACK -DUMPING) SHOULD BE FOLLOWED: 1) THE AGGREGATE BASE IS DUMPED ONTO THE SUBGRADE FROM THE EDGE OF THE INSTALLATION AND AGGREGATE IS THEN PUSHED OUT ONTO THE SUBGRADE; 2) TRUCKS THEN DUMP SUBSEQUENT LOADS FROM ON TOP OF THE AGGREGATE BASE AS THE INSTALLATION PROGRESSES. 7. AVOID SUBGRADE PREPARATION DURING WET PERIODS (SOIL COMPACTION INCREASES SIGNIFICANTLY IF SOIL IS WET). 8. IF MACHINERY MUST ACCESS THE FINAL GRADE, LIMIT THE ACCESS TO A SPECIFIC TRAVEL WAY THAT CAN BE TILLED BEFORE APPLICATION OF THE BASE AGGREGATE OR PLACE HEAVY STEEL PLATES ON SUBGRADE AND LIMIT TRAFFIC TO THE PROTECTIVE COVER. (Q NOTE: ALLOWING HEAVY MACHINERY ON PERMEABLE I O PAVING SUBGRADES DURING WET OR SATURATED CO CONDITIONS WILL RESULT IN DEEP COMPACTION (OFTEN 3 0 FEET) AND CANNOT BE COMPENSATED FOR BY SHALLOW C) TILLING OR RIPPING SOIL (BALOUSEK, 2003). 0 r SAND SPECIFICATION: Q THE SAND MUST CONSIST OF A MEDIUM SAND MEETING THE SIZE GRADATION (BY WEIGHT) GIVEN IN TABLE 1. THE CONTRACTOR MUST OBTAIN A GRAIN SIZE ANALYSIS FROM THE SUPPLIER TO CERTIFY THAT THE SAND MEETS THE NO. 100 AND NO. 200 SIEVE REQUIREMENTS. (NOTE: STANDARD BACKFILL FOR SAND DRAINS, WA. STD. SPEC. 9-03.13, DOES NOT MEET THIS SPECIFICATION AND DO NOT USE SPEC 9-03.13 FOR SAND FILTERS.) Crossing Pipe ID Pipe Material Size Outside Invert Pipe ID Pipe Material Size Outside Invert Separation Number Diameter (in.) Elevation (ft.) Diameter (in.) Elevation (ft.) (in) (in) PVC SDR-35 PVC SDR-35 S1 STORM (4"-36") 12,0000 12.5000 427.55 SEWER (4"-36") 6.0000 6.2750 420.41 6.61 PVC SDR-35 PVC SDR-35 S2 STORM (4"-36") 8.0000 8.4000 428.14 SEWER (4"-36") 6,0000 6.2750 418.77 8.84 PVC SDR-35 DI Class 52 W1 STORM (4"-36") 12.0000 12.5000 426.43 WATER (4"-54") 6.0000 6.9000 424.36 1.52 PVC SDR-35 Concrete W2 STORM (4"-36") 12.0000 12.5000 426.69 WATER (6"-72") 12.0000 17,0000 423.25 2.21 _ 431.59 46 E 85.00 12" AC (REF) 588 \ ® - d - - a .a - O4 n - ' _ _-_EXG CORRUGATED HOPE PIPE 1 43�,35 - a a a a a a 'o a 23.4 1.84% 21.9 a a F 12"PVC Pipe @ 2.6694TOHP L 12SDR-35 - W- -UGP .UGP PA =aa-UGP -W_IE_#32 432.28 -W r 1 \ �.� 1 r OH 6' (REF) -- - /�� -- W- - -W ' OHP O P OHP OHPOHP ' _ OHP - OHP - - - - -- \ - - - u> ° 1.2 \ 12"SDR-35 @ _ -- IE = 427.77 , u a I Z 1 30.2-2R LF 16" DIP @ / - 1.95% / CONTRACTOR T - -- 1 1.5' VERTICAL SEPARATION j CON IMCTOR TO ENSURE L5' VERTICAL SEPARATION 44-LF 12" SDR-35 @ / I BETWEEN STORM & WATER 1 00/ i 9+60 cn / BETWEEN STORM & WATER i' 16.5 16.85% 88 04 46 SE164H E 260. � S T. 11+19 r -�- - S EXG CB - - - t S - S - - - S EXG SSMH STA 10+01.20,17,15L CB # 1 j - - S - - - S - S_' . - - S - - - S - i _ S - -- - - -- TYPE 1 CB, FRAME & GRATE \ - S - - S - -- S - - S _ STA 9+63.26, 697R � RIM = 43Q41 � -S - - _S_ -- RIM = 428.75 IE(N) = 425.56 6" 0 PVC STAq 896.89, q 2-99E 10+7.65,13.56L (FC) TYPE 1 CB; FRAME & GRATE \ INV(E) = 415.1210" PVC IE(W) = 426.17 CORRUGATED HDPE PIPE RIM = 468.29- 430.48 \ STA -46+83 -1�88b 10+77.93,12.08L (FC) \. (RAISE RIM TO MATCH NEW GRADE) IE(W,16"0)fiP@"428.36 1 RIM m#3333.433.25, � � - - IE(W,12"0) � \ \ IE(E" - - - - - -IEf NWF 12"9j - 4P9.59 IE*\ 430.4 . --- - - - - - IE(NE,12 0) = 429.50 - - C'7 C'7 C) 0 U ti C) (V° ] to T z l� 00 WZ X o ww m W a Z r J M V L W O � _j LO ti Uw0 U w rn 0 v w U CL d D- - _D -`-R- 397010 -' D - - - p - - -- p -D - -- -D - - -D -D IN COMPLIANCE WITH CITY OF RENTON STANDARDS W E �l GRADING, DRAINAGE, & UTILITIES PLAN C� 1 =10' s 1 AS -BUILT AEP 06/28/2019 SURVEYED: SCALE: HORIZORNnTAL: N D 1983/11991 • DESIGNE KL SCALE CITY 0 F LALLY'S SHORT PLAT DRAWN: R E N T O N K L ONE EIINCH� • CHECKED: I AT FULL scuE I DATUM Planning/Building/Public Works Dept. GRADING, DRAINAGE & NO. REVISION BY DATE APPR -- IF NOT ONE INCH UTILITIES PLAN APPROVED: SCALE ACCORDINGLY Q J CL F- Ir TO DATE 08/03/2017 (n FlEwBwK: BOOK (� PACE' PAGE DRAWING NO: C 3 i SHEET: 3 OF: 7 to CO 0 W Q F— rlr 17 vJ J Q J r TFL — TEL 1 v 1 1:1 1 / e • EXG SSMH STA 9+63.26, 6.97R RIM = 4A.75 INV(E) = 415.1210" PVC \ 1rs0.75, 4 431.05 430.73 a MATCH EXG GRAD 430.64 MATCH EXG GRADE a 430.67 zf V ASPHALT TRANSITION o TO EXG D/W 430.13 . a MATCH EXG GRADE D 1 S/W TRANSITION C4 NTS 430 425 9+80 10+00 PROFILE AT CURB SE 164TH ST SCALE: 1 = 10' H ; 1 :2 V ( ; LOT 2 5090.08 SQ FT 0.12 ACRES Alt Am i_�..�� I • • ISO STA:l0+05 (FC777�D I�iVElj�iENTS PE & LOCATION u� �- LINE LP 12" 0 PVC SDR-35 @4464- 1 1.28% S88004'46"E . 20,1 O 12 -�- -sS - -- ._ -S STA 10 13.4k9.00 L (FC) .�S- \ —S C/L OF NEW DW STANDARD CONCRETE DRIVEWAY ENTRANCE - PER COR STD CENTERLINE OF ROW PLAN 104.1 & 104.2 EXG ROCK WALL AS BUILT EDGE OF SM UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 432.28 GRADE TC ATCH LANDSCAPING TO EAST OF SIDEWALK AT EXG GRADE 0.0% GRADE FOR 1.0 FT THEN DOWNWARD AT A 7 GRADE OF 3:1 TO MATCH EXISTING GRADE, FILLING N EXISTING DITCH, RIPRAP PER TABLE 4.2.2.A F THE RSWDM (TYP) GRAVEL SHOULDER PER C7 P OHP —D — —D 11+12.11,10.37'L r OF ROAD TRANSITION 44-LF 1 TO PVC SDR-35 @�6 �4% . 434.69 MATCH EXG GRADE i 16.5 16.85% 6 H SE I ST.11' 11+00 1.1+19 \ - -� STA 10+84.96,13�O�L (FC) END OF FRONTAGE IMPROVEMENTS PER DTL 2/C4 MATCH EL-EVATION & LOCATION OF EXG IMPROVEMENTS - N W E FRONTAGE IMPROVEMENT PLAN - SE 164TH ST SCALE: 1 =10 S . e 1 w •. - • , � ------`_"- � ���/fin"'_- iI AS -BUILT REVISION AEP 06/28/2019 SURVEYED: DESIGNED: KL DRAWN: KL CHECKED: AEP BY DATE APPR APPROVED: 430 425 11AOO.02 SCALE: SCALE ��AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM Lu w cc U) e1- co LIJ U) VERTICAL CURB & GUTTER PER COR STD DTL 101 AS -BUILT NOTES: 1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO APCE BY TOUMA ENGINEERS & LAND SURVEYORS AND ANYTHING NOT SHOWN ON THESE PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT PER THE APPROVED DESIGN PLANS. 2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS PLAN. 8' LIM HMA 4" THK ASPHALT CLASS TYPE 1/2 W/6" CRUSHED ROCK BASE PROOF -ROLL EXG SUBGRADE TO CHECK FOR SOFT SPOTS. COMPACTED TO 95% MODIFIED OVER -EXCAVATE SOFT SPOTS 12" MIN AND FILL WITH BASE PROCTOR COURSE GRAVEL. COMPACT TO 95% MODIFIED PROCTOR MIN. SE 164TH FRONTAGE IMPROVEMENTS NTS CITY OF 'R RENTON Planning/Building/Public Works Dept. VARIES aCID a ��// P-4 04 (P z er m Z CV Lr-'1 co m O WW Z xu Z M ti 0 UW� E 0 U to N L1J c R-397011 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LALLY'S SHORT PLAT FRONTAGE IMPROVEMENTS PLAN ri7 O O O Cfl Q TO DATE 08/03/2017 (n FlELDBOOK: BOOK PAGE PAGE DRAWING NO: C4 J < _..I SHEET: OF: 4 - 6 R-397004