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HomeMy WebLinkAboutzR-4173SetSITE INFORMATION: M OWNER/ V Y PROPERTIES L L C VLADIMIR DROFYAK rDEVELOPER 15012 SE 253RD PLACE COVINGTON, WA 98042 6 206-351-9289 It ARCHITECT: IHB ARCHITECTS Q 21620 84TH AVE. S. STE. 200 KENT, WA 98032 LLI Ph— (253) 468-7696 contact@ihborchitects.com www.ihborchitects.com ENGINEER: ANSTEY ENGINEERING 8627 NE 180TH ST. BOTHEL, WA 98011 206-303-7639 SURVEYOR: GEODETIC SURVEYING SERVICES P.O. BOX 3488 RENTON, WA 98056 425-299-1739 LANDSCAPE NATURE BY DESIGN INC ARCHITECT: FIRCR TMWAA98466 SUITE B S320 PHONE: 253-460-6067 DESIGNER: TRES WESTLIGHTING 2702 SOUTH 42INDERSSTREET, SUIT 301 TACOMA, WA 98409-7315 PH: 425-299-1739 WWW.TRESWEST.COM PARCEL No.: 073900-0050 PARCEL Address.: 122XX SE Petrovitsky Rd., Renton, 98058 ACREAGE: 33,027 SFf, 0.75 ACRS± PROPOSED USE MULTI FAMILY (11 UNITS) SANITARY SEWER SOOS CREEK SEWER&WATER DISTRICT r WATER SOOS CREEK SEWER&WATER DISTRICT U SCHOOL DISTRICT RENTON No, 403 ZONING MULTI FAMILY (RM—F) DENSITY 10-20 DU/AC TELEPHONE QWEST COMMUNICATIONS DEVELOPMENT STANDARDS RMC 4-2-11OF (RM—F STANDARDS) POWER PUGET SOUND ENERGY FIRE DISTRICT K.C. FIRE DISTRICT No. 26 NATURAL GAS PUGET SOUND ENERGY CABLE TV COMCAST ALLOWABLE LOT COVERAGE BUILDING 35% IMPERVIOUS SURFACE MAX 75% LU 5 O Z O WI 0 rr Z Z) U) �I U UJ 3 LEGAL DESCRIPTION: O rr SOUTH 260 FEET OF THE WEST 135.25 FEET AS MEASURED AILING THE WEST LINE THEREOF, OF LOT 10, BLOCK 1, BENSON HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98, IN KING COUNTY, WASHINGTON AND EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8604081022. DATUM BENCHMARKS IVh V UUU C.O.R. BENCHMARK No.1969 ELEV. = 398.251 NAIL IN TOP OF METAL PIPE IN CASE AT X—ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 03-23-2025 CONDITIONS OF APPROVAL (LUA20-000039) CONDITIONS OF APPROVAL: 1. SITE CONSTRUCTION, INCLUDING BUILDINGS, IS LIMITED TO CONSTRUCTION OF DETENTION VAULT ONLY. ONCE VAULT IS COMPLETE AND USED AS SEDIMENT RETENTION FACILITY, OTHER SITE, BUILDING AND UTILITY CONSTRUCTION CAN OCCUR. 2. SIDEWALK ACCESS SHALL BE MAINTAINED AT ALL TIMES UNLESS AN APPROVED TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR ROUTE IS APPROVED BY CITY TRAFFIC CONTROL DIVISION. ANY SIDEWALK CLOSURES OR PEDESTRIAN DETOURS SHALL BE LIMITED TO ONLY TIMES WHEN WORK ALONG THE SIDEWALK IS OCCURRING. A SAFE ROUTE MUST BE PROVIDED AT ALL OTHER TIMES. 3. A WET WEATHER OPERATING PLAN SHALL BE SUBMITTED TO THE CITY OF RENTON IF ANY WORK IS TO OCCUR DURING THE WET SEASON. OTHERWISE, THE SITE SHALL BE CLOSED AND STABILIZED DURING THE WET SEASON MONTHS. Condition Respose Condition Respose The applicant shall submit revised site, landscape, and civil plans with the building and construction The applicant shall submit a primary entrance exhibit for each of the units with the civil construction permit applications that shifts Building 2 easterly to comply with the sideyard setback along the west permit as a component of the detailed landscaping plan. The primary entries for Building 1 oriented to property line. The applicant may also reduce the width of Unit 2A, remove the unit from Building 2, or All civil plans revised to SE Petrovitsky Rd and Building 2 oriented to the amenity space shall contain canopies and other See revised sheets 1A2.4 1 propose another remedy that is acceptable to the Current Planning Project Managerto comply with incorporate the revise 13 visually prominent architectural and landscape features such as sconce lighting, planters, ornamental and 2A3.2 Provide notes for layout per this condition entry gates from fenced private open spaces, seating, and/or other elements as approved by the materials. the sideyard setback requirement. The revised site, landscape, and civil plans shall be reviewed and Current Planning Project Manager. Primary entry exhibits shall be reviewed and approved by the approved by the Current Planning Project Manager. Current Planning Project Manager priorto permit issuance. The applicant shall submit a revised planting schedule for street frontage landscaping and a private open space exhibit for Buildings 1 and 2 on the detailed landscaping plan to be submitted with the See attached Landscape civil construction permit application. The street frontage landscaping shall clearly indicate the 10-foot plans for planting schedule The applicant shall submit revised refuse and recycling enclosure plans with the building permit width requirement north of the new front property line post dedication and the bioswale shall be and Architectural Site Plan application that provides adetail of aself-closing mechanism incorporated into the gates. The revised Gates are noted to be self 2 removed. The private open space exhibit for buildings 1 and 2 shall provide programming details such and additional sheets 14 plan shall be reviewed and approved by the Current Planning Project Manager priorto permit closing as low fencing 3-4feet in height, gates, and planters and/or other elements as approved by the ( L1 )for Private Open issuance. Current Planning Project Manager and indicate how those elements comingle with the street frontage Space exhibit landscaping for Building 1. The detailed landscaping plan shall be reviewed and approved by the Current Planning Project Manager priorto permit issuance. The applicant shall provide an 8-foot wide planter strip with street tree species and spacing perthe The applicant shall provide a landscaped planting strip consisting of tall shrubs and ground cover City's Approved Tree List between the curb and sidewalk on the detailed landscaping plan submitted See attached Architectural between the refuse and recycling enclosure and eastern property line on the detailed landscaping Planting strip to be shown 3 with the civil construction permit to be reviewed and approved by the Current Planning Project sheet 1A1.0 or 2A1.0 15 plan submitted with the civil construction permit to be reviewed and approved by the Current on Landscape plans Manager priorto permit issuance. Planning Project Manager priorto permit issuance. The applicant shall provide either a 15-foot wide partially sight -obscuring landscaped visual barrier or Note: Access easement 10-foot wide fully sight -obscuring landscaped visual barrier or provide evidence the existing provided and revised as landscape screen provides the required visual barrier along the property line between the R-10 zoned a portion of the civil The applicant shall submit revised elevation and rendering sheets with the building permit property at 12328 SE Petrovitsky Rd and the new vehicle access driveway located on the Stonebrook construction permit. application that provide additional modulations and articulations that meet the interval, depth, and Additional modulation 4 development at 12316 SE Petrovitsky Rd. The access easement with the neighboring Stonebrook See attached Architectural 16 width requirements or meet the intent and guidelines for building character and massing as approved provided on elevation Apartments shall also be updated to reflect the required visual barrier and responsibility for sheet 1A1.0 or 2A1.0 by the Current Planning Project Manager. The revised elevations and renderings shall be reviewed sheets see sheets 1A4.0, maintenance of the landscaping. The sight -obscuring landscape visual barrier or evidence of an and approved by the Current Planning Project Manager priorto permit issuance. 1A41and 2A3.0, 2A3.1 existing barrier shall be shown on the detailed landscaping plan and updated easement shall be submitted with the civil construction permit application to be reviewed and approved by the Current Planning Project Manager prior to permit issuance. The applicant shall submit a revised tree retention plan and arborist report with the civil construction permit application that attempts to preserve Trees 17, 22, 23, and 27. The retention plan and arborist Refer to revised tree The applicant shall utilize the materials indicated on the colored renderings and elevations (Exhibit 4) report shall identify techniques and provide recommendations to construct improvements around the retention plan and arborist or materials of similar or better quality. The applicant shall also submit with the building permit Material Boards with 5 trees and within their driplines including but not limited to pervious pavement, root and limb re orti. All trees were p 17 Specification sheets pruning, air excavation, watering, fencing, mulch, soil decompaction, and arborist observation during removed prior to permit application a materials board with specification sheets for all exterior cladding materials to be provided in this submittal issuance. reviewed and approved by the Current Planning Project Manager prior to issuance . construction. The revised tree retention plan, arborist report, and attempt to retain the four (4) trees shall be reviewed and approved by the Current Planning Project Manager priorto permit issuance. The applicant shall provide two (2) additional parking spaces for guest parking on the subject site. The The applicant shall submit revised elevation sheets with a column detail exhibit for the concrete piers spaces shall be labeled guest parking via paint or signage. The two (2) guest parking spaces shall be See attached Architectural and wooden posts. If the posts are pressure treated timbers or similar, they shall be wrapped and Column Detail provided see 6 shown on the revised site plan submitted with the civil construction permit application to be sheet 1A1.0 or 2A1.0 for 18 collared with another material and the concrete piers shall be painted orwrapped to match or as sheet reviewed and approved by the Current Planning Project Manager guest parking approved by the Current Planning Project Manager. The revised elevation and column detail exhibit shall be reviewed and approved by the Current Planning Project Manager prior to permit issuance. The applicant shall prepare language to include in lease agreements that requires the residents to park their primary vehicles in their garage and not utilize the space for storage or other use and should The applicant shall submit a lighting plan with the building permit application that adequately they have a second vehicle it shall be parked in an assigned and labeled surface parking space. The provides for public safety and creates visual interest to the building and site. Pedestrian scaled Lighting Plan provided see 7 language shall be reviewed and approved by the Current Planning Project Manager priorto Temporary Owner to provide. 19 lighting shall be provided at the primary entrance and accent lighting on building facades. The parking sheet ( SL2 ). Certificate of Occupancy. If the units are sold to individual buyers, then the language shall be drafted area shall also contain adequate lighting to ensure safety and security. The lighting plan shall be as restricted covenants and recorded on the property. reviewed and approved by the Current Planning Project Manager prior to permit issuance. The applicant shall submit a revised site plan with the civil construction permit application that clarifies each surface parking stall meets the dimensional standards and the aisle width meets the 24- The applicant shall submit a revised site plan with the civil construction permit application that Building 1 has been foot wide standard. The revised plans shall be reviewed and approved by the Current Planning Project Parking stalls have been relocates Building 1 approximately five (5) north creating an even setback plane with the street relocated further away from 8 dimensioned see sheets 20 frontage building of Sunridge Townhomes Phase I or as determined by the Current Planning Project redquired building setback Manager priorto permit issuance or alternatively the applicant may submit request a modification to 1A1.0 or 2A1.0 Manager based on infrastructure constraints. The revised site plan shall be reviewed and approved by to be in line with Phase 1 the standards for consideration by the Current Planning Project Manager priorto submitting the civil the Current Planning Project Manager priorto permit issuance. building plane. construction permit application. The applicant shall provide planters, and/or other streetscape features along the landscaping, The applicant shall submit revised plans with the civil construction permit application that relocates Heat pumps have been perimeters of the alleys to prevent vehicle parking. The streetscape features shall not obstruct Additional planter or 9 the heat pumps out of public view. Alternatively, the applicant can propose to screen the pumps using screened by vegitation or 21 emergency vehicle access and shall be shown on the detailed landscape plan submitted with the civil landscapeing in this area architectural and design elements that may be considered. The revised plans shall be reviewed and behind a fence. See 1A2.0 or will hinder emergency approved by the Current Planning Project Manager priorto permit issuance. 2A2.0 construction permit application to be reviewed and approved by the Current Planning Project vehicle width requirement. Manager prior to permit issuance. The applicant shall submit a utility plan that includes cross section details with the civil construction Mechanical, Electrical, permit application that identifies all surface mounted utility equipment and rooftop equipment with Plumbing are under The applicant shall provide pedestrian pathways from each of the unit's private yard spaces in screening measures. The applicant shall work with franchise utilities to ensure utility boxes are separate permit. There is no Building 2, using pavers or similar methods, to the delineated pedestrian pathway leading to the SE Pedestrian pathways have 10 located out of public ROW view, active common open spaces, and they shall not displace required rooftop equipment. See 22 Petrovitsky Rd sidewalk. The pedestrian pathways shall be shown on the detailed landscaping plan been provided see site landscaping areas. Rooftop equipment screening shall be integrated into the architecture of the L2 1 A1.0 sheet ( 2A1.0 ) for sample submitted with the civil construction permit application to be reviewed and approved by the Current plans 1A1.0 or 2A1.0 buildings. The utility plan and details shall be reviewed and approved by the Current Planning Project locations of screened utility Planning Project Manager prior to permit issuance. Manager priorto permit issuance. equipment. The applicant shall submit revised refuse and recycling enclosure plans with the building permit PSE would not allow any 11 application that provides the minimum 11-foot clearance height at the collection point unless a See revised sheet 1A8.0 encroachment into their modification is approved priorto submitting the application. The revised plans shall be reviewed and The applicant shall submit a common open space exhibit as a component of the detailed landscaping approved by the Current Planning Project Manager priorto permit issuance. plan submitted with the civil construction permit that identifies seating, benches, gardens, decorative easment. Decorative pavers 23 paving, or other improvements that would comply with the overhead powerline easement and benches have been incorporated in the Arch The applicant shall submit a revised refuse and recycling enclosure plan with the building permit application that provides a wall material orveneer consistent with the architectural design of the pp p g limitations. The common open space exhibit shall be reviewed and approved by the Current Planning Site Plan. Still verifying 12 townhome buildings, such as a Hardie panel wrap with paint colors that match the townhomes or g p p p () See revised sheet 1A8.0 Project Manager priorto permit issuance. underground stormwater alternative approved by the Current Planning Project Manager. The revised garbage enclosure plan detention vault With PSE. shall be reviewed and approved by the Current Planning Project Manager priorto permit issuance. —PREPARED BY su81E1fm somm 8627 NE 180th St. RV W°11»1 A N S T E Y BOTHELL, WA 98011 SCALE MR PHONE: (206) 303-7639 DIUM MR aeE N G V E E R I N G FAX: (425) 658-0923 AT RU� DATUM EMAIL: benanste 52CD ahoo.com A, BA F E 00F ML Y Y N0. REVISION BY DATE APPR sty "`�RD1N0L' BA CITY OF RENTON Planning/Building/Public Works Dept. SE 188th ST w a 515 1 N 8 Petrovitsk Rd C0 SITE a Q Q t t o � SE 192nd Street VICINITY MAP N.T.S. TABLE OF CONTENTS C-1 TITLE SHEET C-2 EXISTING CONDITIONS AND DEMO PLAN C-3 T.E.S.C.PLAN C— 4 T.E.S.C. NOTES AND DETAILS C-5 GRADING PLAN AND HOR/VERT CONTROLS C-6 DRAINAGE PLAN C-7 DRAINAGE NOTES C-8 DRAINAGE DETAILS AND NOTES C-9 DRAINAGE DETAILS AND NOTES C-10 COMPOSITE PLAN C-11 SITE ACCESS AND PARKING DRIVE PROFILES C— 12 SITE ACCESS AND PARKING DRIVE PROFILES L1 LANDSCAPE PLAN L2 ENLARGED EXHIBITS L3 LANDSCAPE DETAILS AND NOTES L4 IRRIGATION PLAN L5 IRRIGATION DETAILS S-1 DIET. VAULT STRUCTURAL DETAILS S-2 DIET. VAULT STRUCTURAL DETAILS E1—E4 ELECTRICAL PLANS SL-1 COVERSHEET SL-2 STREET LIGHTING PLAN SL-3 DETAILS SL-4 DETAILS SL-5 PHOTOMETRIC PLAN SEWER PLANS INDEX - FOR REF. SHT.NO. DESCRIPTION I of 6 COVER SHEET 2 of 6 SANITARY SEWER PLAN & PROFILE 3 OF 6 SANITARY SEWER PLAN & PROFILE 4 OF 6 CONSTRUCTION PROVISIONS 5 OF 6 MATERIALS & SURFACE RESTORATION 6 OF 6 STANDARD SEWER DETAILS & NOTES WATER PLANS INDEX - FOR REF. H IH T N U H H H O N Q J ts� LU 2 O R-417301 3: z IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 ~I DEVELOPMENT ENGINEERING ? Surface Water Enginering ®� msippo 05/15/2025 jfarah 05/15/2025 '� Z twos I SUNRIDGE_TOWNHOMES_II 05-20-2021 U FEUMDOK* R _ W TITLE -SHEET C — 1 O sm 1 OF-37 SHT.NO. DESCRIPTION I of 7 COVER SHEET 2 OF 7 WATER MAIN PLAN 3 OF 7 WATER MAIN PROFILE & SECTIONS 4 OF 7 CONSTRUCTION PROVISIONS 5 OF 7 MATERIALS & SURFACE RESTORATION 6 OF 7 STANDARD WATER DETAILS & NOTES 7 of 7 STANDARD WATER DETAILS & NOTES NI U LEGEND ® SANITARY SEWER MANHOLE @❑ STORM DRAIN MANHOLE © STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER OT CABLE TV RISER E— UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER PORTION OE= SE 1/47 SW l/47 SEC. 287 T-23N7 R-5E7 W_M_ \ I VOI57 \ 3E \ \ \ I \ ® I \ \ --- -EF EXISTING SIGN ❑ TELEPHONE RISER \ �\ \ 6' �Wx 6 CHAINLIN�x—x o MAIL BOX \ � I�V-- -x-x-x-x FIRE HYDRANT MAPLE TREE \\ x ® WATER METER COTTONWOOD \ \ WATER VALVE et SHRUBS \ W \ \ z ayo \�o� i WOOD FENCE (WDF) \\ � O \ CHAIN LINK FENCE (CLF) 4 �� \ Ca=CO EX. ROCKERY \ O RETAINING EX. PAVEMENT CD WALL (TBR) EX. CONCRETE 0,39gg, 00S \ I RETAIN TREE JrTTJ 20" ; F bo \ �F^ s�0O \ \ oN I � 6 48 AC/Gyrs \ � i N 1 \ \ 20 � \ ---------- I g6 \ \ N APARTMENTS \ .MAIL BOX' y .. I 7 7 AUL O`. o ANSFORMER 11 202z��7" g� \ 6q.00\ \ \ \ \ o a -------- - - / "'. i — -- r 6' FEN E \ I \ a i � \ 101, 0 862 %o < \ _ „to / // � 10" \ oy m \ °So \ SUNRIDGE TOWNHOMES // \ EX SSMH (EXISTING) I \ Z \ RIM=397.81 ;� O \�„ \ Wr -- -- , gy�p., - 4 � >, ° \ 75 �JnP_i I n 39 \ y° \ \ O r 4 P w w w \� \ to ss s`s3 \ ss ---- ss I g6� 6„ \ \ \ \ 20 \ \ 0" \ \ \ s� W �, �� I Y �� SUN(EX STIN�WNHOMES f 0 39� " / I ✓ ) / I 28" \ `' I /..fl 8» \ \ z I < < u W \ IV to (n III y6REMOVE ISTING WALKWAY \ \ ----- �9 FOUND 1/2" \ 39 __ --------------- ---- 34� e REBAR & CAP \ U TION T _PLS GRA E ACCESS 21>_ O. \ W 34�LF}—Sss - w zkzi — I GAS GA GAs w As - - - - -w - -6' IRONENCE - - GAs se learn sT 515 a' S Petrovitsk R Fw CID co co SITE a a' a' t t o �O SE 192nd Street VICINITY MAP N.T.S. 1�1 H H Ap� o O I N Q a J 2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. co DATUM BENCHMARKS o NAVD88 C.O.R. BENCHMARK No.1969 ELEV. = 398.251 O NAIL IN TOP OF METAL PIPE IN CASE N AT X-ING SE 176TH ST AND BONNEVILLE POWER LINE KC BENCHMARK REFPT 3876 ELEV. = 397.689 ALUMINUM DISK SET FLUSH WITH CONIC WALK AT SOUTH SIDE OF PETROVITSKY RD. N. OF HOUSE No. 12325 O --� ---------------- < ---z E . POWER - 1�� �t.{t� �--. ----- r--;-.-5��--- - - o GLi 4. ..'. <, ' : L........... L .::':': EX:. IDEWA,LK" - ----- - - iV- Y < < 'CR.:.:..:..: A�..::::.: .:::...:...... " OWER11 I 1, - - � o VAULT 77.9LF CM CB TYPE Imo/ 177.5LF 12 CV. © 1.86% N z N NOTE: \ 1. EXISTING CONDITIONS ARE AS PER TOPOGRAPHIC SURVEY BY GEODETIC IM=390.04 I D %0 SURVEYING SERVICE. w— - B TYPE I -/ x B TYPE I LID :9.5' DEDICATION TO PUBLIC 2.FOR DETAIL TREE RETENTION PLAN SEE LANDSCAPE PLAN. -SDMH-TYPE / w -CEFT FE-1 WATER MAI Oct RIM=392.30-/ �' IDcn RIM=393.79 FOR RIGHT OF WAY \ R!M=390.16 RIM=389.95-- - ------ L-a -- --- ---- --- -- IE-(-N)-= 38-9.-8-5 —I— --- --— _IE_(SW)=390.71� APROXM.E(N)=86.42 IE)=389.37IE(S)=585.76 0 IE(t)=390-75 IE(E N)=386 06 E(S)=386.31=--- -LOCA-TI --- -- 3.5LF 8" DI a5.7% - ----- _, Lu N88051"E 50.07' �? VV Dn®— g6 -- - - - oyo- O TYPE I, LID Lu ` -- 3S.� • ���_ '92.37 v, IE(S,W,E)= 89.37 -- 04 V7 „ o© 4 BURIED UTILITIES IN AREA CALL 811 BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. ARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 ENGINEERING FAX: (425) 658-0923 EMAIL: benanstey520yahoo.com NO. REVISION sumem RV DENGNM MR DRAM MR allmKm BA BY DATE APPR A""N BA 03-23-2025 SCALE HO � � 091 CITY OF '� RENTON °w 1N0H DATUM Nksov �* Ru SWE Planning/Building/Public Works Dept. F NOT ONE NCH SCALE ACCORDINGLY R-417302 3: z IN COMPLIANCE WITH CITY OF RENTON STANDARDS O ~I VEA--APMENT ENGINEERING W msippo 05/15/2025 p z Dm SUNRIDGE TOWNHOMES II 05-20-2021 F--- FMIR w mvmm m EXISTING —CONDITIONS C-2 0 DEMO PLAN SHM2 of: w 75 O z O ~I w 0 Ir z Z) U) �I U w O IZ n LEGEND ® SANITARY SEWER MANHOLE @❑ STORM DRAIN MANHOLE © STORM DRAIN CATCH BASIN EX. CULVERT POWER TRANSFORMER OT CABLE TV RISER E­ UTILITY POLE ANCHOR -0- UTILITY POLE POWER POLE WITH DROP POWER POLE WITH DROP&TBOX POWER POLE WITH DROP&LIGHT -OHP- OVERHEAD POVER PORTION OE= SE 1/47 SW 1/47 SEC. 287 T-23N, R-5E, W.M. APARTMENTS �i I \ \ \ SI \ _EF EXISTING SIGN \\ I \ ❑ TELEPHONE RISER o MAIL BOX \ � \ i \ - _8x 80� O3 x 6 CHAINLIN � A'x-x FIRE HYDRANT MAPLE TREE \ -x-x-x i x x x ® WATER METER COTTONWOOD \ \ � WATER VALVE et SHRUBS \ \ I WOOD FENCE (WDF) \ \ U CHAIN LINK FENCE (CLF) \ w STAGING x i EX. ROCKERY \ \ o TEMP. STOCKPILE AREA \�� ` 1, h� \ \ I RETAIN TREE \ O \ I EX. PAVEMENT EX. CONCRETE 900\ 0 Os6 APARTMENTS B E VD NSON �1 �8 �'G/cyTS 98 77 j 5 SUNRIDGE TOWNHOMES (EXISTING) SS - V�S SS \°Os S INSTALL CB PROTECTION ON ALL CBs WITHIN 500 FT OF PROPERTY LINE SUNRIDGE TOWNHOMES AT DOWNSTREAM. (EXISTING) BURIED UTILITIES IN AREA CALL 811 BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. 4 396 O RETAINING Q �� x C° WALL (TBR) do �� I LEGEND o \ a INTERCEPT A CLEARING LIMITS SWALE SILT FENCE I -x-x-x SILT FENCE (COR 214.00 PER \ 217.10 °(RTYP.) I (TYP) x 0PROVIDE CATCH BASIN \ (S AIL I \ \ PROTECTION(TYP) (COR 215.00) THIS SH EE-T-j - - - - x \ \ CONSTRUCTION ENTRANCE (COR 216.30) \ \20" 1 i I x 00 `r 30I I I I \ " \ TREE PROTECTION x \ � D \\ I I Ix CV � \\ INTERCEPT SWALE (COR 217.10) \ \ 20" °° I I I p \ \ I" N \\ I II o % \ LI OF GEARING T�P) I Ix \\ 0„ 12 20 0� \\ I 11 \\ 3g \ Ix 6� \ 7 00\b I \ INTERCEPT SWALE ` �SO I I I x \ \ 10)1 101, 86� 0 I ICA \ 10' /SUMP \ USE DETENTION TANK / \ I M TALL 3.5' FIS o \\ AS SEDIMENTS TRAP ORIFICE \ ((AS P 10" DURING CONSTRUCTION I ER CORI S m \ 20' X 100' / PLAN 216.10)I n \ \ CONSTRUCI \ I m \ ENTRANCE I 16" (SEE DETAIL THIS SHEET) I \ - - 4„ a \ 9I ---------- - 60 ` - - J \ x ------ SS I SU 6 \ g 6� ACONSTRUCTION WA0i�i�i�i�i�i�ii i - • • _ION VAULT •t�t�•// MU TES PUMPED 0 STING DOWNSTREA CATCH BA,) • �i�i�i�i�i�i�i 1KROVI, - - • • SEE DETAIL THIS SHEET 4 PROVIDE TEM - - - • - - G.DO N T OW WA TO Ij ON FACILITY FTER SITE HAS BEEN STABILIZED AND CLEANED. E PO 1B n N88040' 51" E X- -X-X- -X-X 77.9LF 12" CMP © 1.72% TEMPORARY SEDIMENT POND WHILE VAULT BEING INSTALLED 10'x6.5' AT BOTTOM X 5' DEEP (PER FIG D.2.1.5.A) LA 30" 8" 0 \ o» \ 18" \ ___ __ FOUND 1/2" \\ 34� �96 REBAR & CAP \ PLS No. 40016 \ .46'14"--------- r -7 -- ���--- X. �..IA B.R-x/�X^ o T � - W _-- fER MAI ZOXIVI. i - 177.5LF-12" CMP O 1.86�/ -� I I - Iv Z "' --- -- D N B TYPE 392.3 I I" �D v� B TYPE I LID I 9.5' DEDICATION TO PUBLIC RIM- _/ �4 I' IDu) c RIM=393.79 FOR RIGHT OF WAY g6 'U IE(N)=389.85 7j I� >a� IE(N!)=390.71 -IE(S)=339.37 0 _----- - -- IE(E)=390.75 - - -- -- -- --- 3.5LF 8" DI @ 5.7% �_ --- - - - --------- _ N88`40'51 "E TYPE I, LID D���\ - =392.37 IS PETR0 - IE(S,W,E)='89.37- --tF PREPARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 ENGINEERING FAX: (425) 658-0923 EMAIL: benanstey520yahoo.com NO. REVISION RV DESIGHM MR DWM MR allmKm BA BY DATE APPR APPRN BA SCALE ONE INCH Ar Ru scALE F NOT ONE NCH SCALE ACCORDINGLY 03-23-2025 CITY OF RENTON Planning/Building/Public Works Dept. ti 2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. NOTES: 1. THIS PLAN IS FOR WORK OCCURRING MAY 1ST - SEPT. 30TH. ANY WORK BEYOND SEPT. 30TH WILL REQUIRE A WET WEATHER PLAN APPROVED BY THE CITY OF RENTON. 2. TURBUDITY LEVEL OF TREATED WATER LEAVING SITE MUST NOT EXCEED 25 NTUS. pH 3. LEVEL MUST BE BETWEEN A MIN OF 6.5 AND A MAX OF 8.5. 4. SWPPP TO BE ONSITE DURING CONSTRUCTION 5. MEASURES SHALL BE PROVIDED IN THE FILED TO PREVENT SURFACE RUNOFF RUNNING FROM SUBJECT LOT TO ADJACENT PROPERTIES. 6. SEE GEOTECHNICAL REPORT BY COBALT GEOSCIENCES FOR DESIGN, CONSTRUCTION, AND ANY EROSION CONTROL RECOMMENDATIONS. 7. ANY DAMGE TO CURB AND SIDEWALK DURING CONSTRUCTION WILL REQUIRE 8. RESTORATION AS PER CITY OF RENTON STANDARD PLAN. 9. TREE PROTECTION FENCING SHALL STAY INTACT FOR THOSE TREES WITH DRIP LINES WITHIN THE CLEARING LIMIT UNTIL AUTHORIZED TO BE REMOVED BY CITY STAFF. 10. A CERTIFIED ARBORIST SHALL BE ONSITE DURING EXCAVATING WORK ASSOCIATED WITH THE BUILDING LOCATED WITHIN THE DRIPLINE OF THE OFFSITE TREES. THE ARBORIST SHALL ASSESS THE CONDITION OF THE TREES ANO PROVIDE A MEMORANDOM DETAILING ANY SPECIAL CONSTRUCTION CONSIDERATIONS ANO BEST PRACTICES TO PROTECT THE INTEGRITY OF THE OFF -SITE TREES PRIOR TO CITY STAFF AUTHORIZING REMOVAL OF TREE PROTECTION FENCING. CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE. 2. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE. 3. FLAG CLEARING LIMITS. 4. INSTALL TEMPORARY SEDIMENT POND ONLY FOR DETENTION VAULT CONSTRUCTION 5. CONSTRUCT DETENTION VAULT FIRST TO USE AS SEDIMENT TRAP FOR OVERALL SITE. 6. BACKFILL AND CLOSE TEMPORARY SEDIMENT POND 7. CLEAR AND GRADE SITE WITHIN CLEARING LIMITS. INSTALL ROCKERIES PER PLAN AND DETAIL. 8. INSTALL UTILITIES AND STORM DRAINAGE FACILITIES. PROVIDE CATCH BASIN INLET PROTECTION. 9. BEGIN BUILDING CONSTRUCTION. 10. FINISH GRADE & PAVE PER PLANS. 11. STABILIZE ALL DISTURBED AREAS. 12. FLUSH & CLEAN STORM DRAINAGE FACILITIES. 13. INSTALL LANDSCAPING. 14. UPON FINAL SITE STABILIZATION, CLEAN SITE AND REMOVE REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES UPON SITE STABILIZATION. 15. DETENTION TANK SHOULD BE CLEANED AND INSPECTED BEFORE PUT IN SERVICE. NOTE: 1. FOR TREE RETENTION PLAN SEE LANDSCAPE PLAN. 1�1 H H T N U ►�1 H H H ''^^I vJ w 2 O R-417303 3: z IN COMPLIANCE WITH CITY OF RENTON STANDARDS O ~I DEVELOPMENT ENGINEERING w msippo 05/15/2025 CD 0 z DI SUNRIDGE TOWNHOMES II 05-20-2021 F-­ U HIM w T.E.S.C.PLAN C 3 0 SHM OR 3 OF_37 JVIHr5, IN FILTER F&WIO BFMLL 9E 5PLGET AT POET. UOE ETAPIE •fM1E R1NG5. OR MOUIVALSINT TOArT.AaH PP6RIa ra Paws Wff 7x2'14 GAUGEWIRL PR li EgIIINAL W. IF STANOARO - STRENGTH FABRIC USED i S ui FILTER FAAIRIC it i --I�------------ I - �HNA't I 1 I xMW. F QKFT TOT �P CM [A E4CNN Gi5 -DP I I 4 4 MR TREH� I I� J 5. F ILL 1111174011 WffH T*TIVIE SIX Li CTR 1-LR' WAA F1 O C N YT RAV E L n WOM POSTS. ST EEL FEN CE POSTS, OR EOAEVALENT STVP.Y 1""ErTIVNS O"", 1., E1Lr FEN CE MAY 6E USED DDTHTI ELOPE OF hLl OISTL ffm PRE 1.3. SILT FEN aE iS N Of NfEND,t ora1RF.A T O.ff_-F IAAht.hf t&4 ,RCN 15 rT INTCNt) fb TO fAEAT SuBSLWML FMd UN'f 4 DVEF1WI!� fL.OW. ANY-w n Ewttt49 Eu FLOW MUST BE MNLYEYEO TH FKIUGh THE ORN WLOE SVSTEM TO ASEDWENf TRW OR POND. a P1=`VPN A+IW RNSTqu+'ArAON ePEc1FTOATERNe C1 1 H E GfiOrEx TALE u,�FD MUST NA&ET I H E STAN DARD LISTED BELLOW. ACOPY OF THE( FACTN RER'S PARR IC SPEC( F ICAT GINS WCST BE AVN LAIL E CIN 1I. A(Mi!A TM 014761T 3 180- 91 EWE 542E IR. FH1-01Sm.}FER 5tET RIM 'i IMN EVE• ID.�.I5 .R FOR OTHER FAHRA WATER PE9M1T7TV EFT 4M SEC' W A1LIM GRAB TEMPLE STRENGTH CASTIM DBB32J RSa ASS. MI R. FOR EATRA 57R€N2 TH FABRIC 10}LES MIN FORSTANDARDSTRENGTH FABRIC GRAB IF Ma X ELOHEaAl ION 1ASTM DH U :]PTS F94NG. IYIVVPN} [L VICIFr RE915TAHCE (.STM WI ) M%MIN 2,2 STANCM SrF&"TH A9RTC R ES VeFZ MACF41NG TM II'ME4 THE CT REHh3TH OF THE FENCE, WME RACIONG aR CLOOEIT PDST ISFAGPN G MAY ME REDNIRFI P F EgUdN FSE FORExTR4 5 ENCE L F, STNI-C 1F F1WS LOPE FBNLNCE T BF STOW WI A N04 1 FE110E Y.5 1 `A rrP HE IN LT FEN -:LE. NE.uJ JSEO. TH£ SLANDLF*ALNi]T 1JEK+I PE BE RMIH'1 V s.N IRA rr7 NASILT FEH# y ST A. THESTAE FORCE DOES N MAY BE REDUCED O CONGAS R UNID TTryM g IHC{S OF TH ESBTFER+C�FFHRIC 9 Y4ELL BUPAEC 8EPELIFE BRIG ENCEa 611 L BEIN EAULE h-Ch! A C [TDU NPTALL41'P WATEF{7q BY>PA869R UNnERkaHJF THE gILT FE NCE 25 FELT ER FAH RIG FENCES SHALL BE METALED ALCNGOCfiIDDRB WHEHEYEdi POSSIBLE S. HLMNTFAIANCINSTANDARD3 S I ANi•GIuW. P SHAµ. DOR EIAFW5LIMFLIA'M V. a IF C.' ENTHA"- FLATANS AFE EVIM MIT UPHILL OF THE FEIBk THEY V1U2T BE IRFiHdGEPTEO AND ODNfuETED TO SEDIMENT TRAP OR Rom. 3.3 II 1B IMPO H TAJFI TO CHICCK T N E DP HILL SIDE OF FHE FIE NCE FQR,%GN& O F THE FENIM CLOG GIN G AND ACTIWG A5 A RRRWE R TO FLOW AND THEN 1'A CHAT HELIDLT4* OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. RER.4CE THE FENCE OR REMW'WE TTE TRA PPEL]SEOiM1E1',H. 31 SE P IN E HT MUST B E RE MOVED W,MEH S>EOME4T 1561410HES HIC.H 35 IF THE FILTER FABRIC IF#pTE]1 I HAS DEFIER CRATED DD E TO ULTRRVTPLET IN,FAHDOAtRN, IT NHALL BE REPLACED. WNLE55 OTHER W'ISL N UT10, FFA WIN4151FC r -1 STD. PLALN - 224.d0 • PUBLIC WORKS SILT FENCE R I7EPAARTAA•ENT CiRZ L EVEN, BOTTOM 1r M 1N. r THWf SITAL€ SPACING DEFEND S fN SLOPE G POCENTT 2 2 T, MAX 1T- -, f Nd'TES: 1. comet 11s NF Lme 11 REWREDAT Ill_ iiE TNIP OF ALL SLOFESIRI EI[GE58 Off ]IL'lY AW YIFM LIDRE TFHRI lA FffFTIF ]IHIiRJ! FEllii I.I.A. Ar1MTSAvAL50" mlY So-# THAT EAr.LFc rrf bkIEm@6Nt SP£CHffD ttwL V. AVPRACA SLOPE SLOP1APIEW-tw FLOAT PATH LANOTH PDH 1V {pR L'F:�S] of Y. wPR�i jig m MP H'I w SIC% 313E 1 "TO 1aW 1v 1D.25% 103 F4£T Fi TL14W3W MN% m FEET 1. DESIGN AND INSTILL.LATIGNSPECW"TMNS Z.1 FOR E DPE5 LTREEPERi THAN2H:1 V W ITHi MU E iBIAM 10 FEET JF VERTICAL RSJEf EEiQNE5 MIT WC9� f>f QSEFI SPAGEM 1Nr0t2XPIOR SWAlES MAY SE L %F=b 1H6 DESIRED MEASUPLL MUCY OIL C65HGNESI AT AN L- AILER TO FSiECNVELY NN1 U49 YF6MLiiOClh' PU MXr TO A SW IMENT POND OR TRAP 22 CON&TRUCTION TRAFF IC OVER TEM PORPRY g'F/ALE5 WP'I BE MINWIZED S. NWI/TEMIWCE F-FAIMABFL m. mwl E Fi SULTING PRONE N.#wF DR c,. 9wwcTICry ACTIVITY sIrw 1 BEAEYAiRED lMMEDA 1U*. 3,2 IF THE F ACILJ TIES PU NO REGUILAWY RETAIN STORM RLTNf;FF THE CAP+ACTTY ANCLOR FNEpAENL1 OF TPE S,IMLES SHALL BE INCREASED. 5TUL PLAN - 217.10 PUDLIC WORKS INT€IRCETTTi.)R SwAALE s 291201s I A DEPARTMENT [ilk MIR IR 7TIM N. � HZ`rALL DFM WAY C U LVE Rr P TH ENE IRA ROA➢810E DITCH PREBER-r. AB PER-C ITV ROAD STA.HPARDS i'1.• MtlJ. iHIPil.RJE$S CGNSTFHI cmK "Il AIICE NOT Is 1 cRIWEWAre 6rfnu aE PAVW ry THE EDGE OF THE R A447�OF+WAY PRAOR TONSTMLLATIOH OF WE CiF1STRU1CTl GN EN TLiAA10E TD AYYIID OIiL4OIrNG OF THE FEOADYLAY. 3 17 4 RE4GI•%A�NPEP THAT T1$ EFNTNAN CE SE MR I=C SD TFNT RUNOFFOR,SINS OFF THE PAD 15' MMJ P ROi/a7 E FLAl1'IYTfR OF MG1E655rtGRE5S AREA NOTES; wNPmcw IN Wee 11 CDM$TRL.C'RGH E HrRA4CE SHALL EE STABea E a WHEREVER rPAFFHC You BE LEAV ING A CM57RIA7TIOU 0 ME A N a 7RAWLNG INN PAY Ea RGAaB OR GTHER PAVE a AREA S MVTHIN 1,000 FE E T OF TH E ER E. 12 FAR RESIOEHTLLL CONSTR UCTION PR0VITIE STAARJ 2 E0 CON STRUCTION EHT RANCTEB FOR. EAC H RESIDENCE IN&311T ON TO THE MAR SU93n BION EN TRMCE 9TABILA2ED 311 RFACE99HALL BE OF SUFA C ERT LE4G rFWA OTH TP PROV IOE'HEHICLE ACCE34AnATEIMLG. BASED DN LOT S:LE$CCNFCLMTI ON. a. Ol161�1 A NB EISTFuiATiDN lPlCiFC k71DN8 21 A 5EPARATIGH OEOTEXII LE 15M ALL BE PLACED UNDER THE BF-ML5 TO PREVERR RW JE DIAEFR FRIQN PUF I`Q LIP INTO THE ROCK FAM THE OEPTE rnLE BHA 3IdEFr T+E FGELOYANO ERA1mNAi15: LIRAS TENSILE SI REIIGI N{ASTM DW21 200 LEE. INN GNAT TFFNSIL E ELOWATICN CAST R D46323 Sark RV.x(S0WEN) �R PU N CTURE STRENGTH IAETFA =411 IPS 1.65.Ix IR AM MTMDOTS 1) 2046iU.S.;rrMDOM S;EVE SI2E1 2.2. 159 NOT IJEE GRUM ED G METE, CthlrNl, OR CALG1IIU GYLCRI PE FOR CONS IR DDEIDPI ErmANitV 5TA BILIIATI ON HE LAURE TIEBE PHDDDGIS RA ISE pi LEVELS IN BrOFVS/rATER AND C CwCFBTf DISC HA1kGE T O SNR FAL'# Wr.r� �S A F iM1E Si hTi ER PRO H 1MI TIED. 2.3. HOG R' EL {WOOD BASED MULCHINW BE &MTR1ARBO FOR OR COHB INED WI r1i OkAR RY ZPAWS IN AREAS 1 ry%T WILL NOT SE USED FG R FEPMANEHT ROADS 6W RA3, I5 M¢F RWOLHOIBUDEO FOR F HTRHANg1F, 5TABJU7,A719114 IN URBAN AREAS F1HE NUPP,C. TCFR MAY AT ANY TI NE RE gI)I RE THE, U21=0FCI L R%MPALLS F TFE FOG `L MNOT PREVFJdT ING rErwEIMT FRDM BE ING TRBCxEO DFRD RAAAEMENL OR F THE RCG RJEL 1E BEJTA3 CARRff ONTO PAVEMENT 24 . FFINLING SHALL BE IN S TALLIED AS NECOSGARY TO R E ST RICT TRAFFIC TO THE CORD; TRDCTON Ery THAAC€ 2.5 WHENEVER POSSIBLE. THE EHiTRANCE SHALL BEC ONSTRLICTED ON A DIRE. COMPACTED 9UBGRADE THL%CAN BUB 57ANNTMLLY INCREASE THE FFFEC T RMWSS OF THE PAD Mil REPLACE THE NEE D FOR MARITENAWT1. I. MAFITENANCEBTANDMIDS 3.1. OLOPM EPALLS SHALL SE ADDED T THE P.AL IS Na LONGER IN ACCG.idaAMCE NTH T}E SPEC( PACATI ONE. 22. IF THE ENTRANCE 18 NDT PREVENTING" N.ENT FROM ER WG TPJLC� U-NTO PAVE MENT. THEN ALTU"TIVE MEAkSVRES TO KEEP THL GT PEE TS FREE OF -%DW BL T 9FPALL BE USED. TH IB M0.P INCLUDE STREET SAEEPIN C. MI INCREASE IN THE 0 WEN S IONS OF THE FWPA N C.E. OR THE WST AL LATION OF A WHEEL WASH IF WA$HINq 19 tJ9W. ITUH6LL BE PONE ON AW ABFACn'Vf REI3%TTH CRLJ-%W RI N,'K,."Ll WASH WATER $HALL 31 1 7110AyE:OPJRNLTTRAP OR POND 3.3 ANY BCEIMENT THAT IS TR54C IQD MT PAVEMENT RLMA BE FdTJ. EE IN MEGI ATELT BY 6AEEPI NG. TFE SELINFJST CD LLECTED BY G WEEFTWG SAItLL BE RlmOwBO OR ST'AAIu2ED OR SITE THE PwvENENT SHALL NOT BE CLEANED By WA`G4N G OU&N THE STPoLET. EACYFT WHEN h'iriEFA Na IS IREFFECTIYE AND THERE E&A THREAT TO PUEILI C SAFETY. IF IT L5 NECESMRY'TO WASH THE ST R EETS. A 510AL BUMP MUST BE CONSTRUCTED THE SEDI MENT WOULD THEN BE 'WA5I-EP INTO rKE 5Vl W*-Fif TT CAR 9E CO N r9L'LLEPAA61 PIUCI-PRUE DAPPRF A-RLY WASH WATER MUST U E FILM P EP 6NO E ON70 THE 0 DE ARC CANNOT D6GNIAR BE l D 5YSTENS•MLffUrARr TO SL FACE WATERS S.B. ANY OLIARRY SPALL3 Tt1AT ARE 1 r,r SE+ FROM THE PAD Afab FNh UP OH THE R&AfVAAY SHALL RE RE401O 01 MMEWTELY. 9S. FP VEH ICLESAAE ENTERIHa OR EKRI NG THE SM. AT"I7T3 PTHER TH+W THE CC+*T RUCTION ElfTRAWFf81 FENCI NG SH ALL BE pNSTALLED 7000IR ROL TRAF FIG DM M5 DTHERN'SE N DTM. DRAri1NG 6 NOT M o-AI F IMSI AFRIlhL STD. PLAIN • 215.14 URIPUBLIC WORKS PRDYEP OEPARTME14T STABILIZE01CONSTRUCTION ENTRANCE GAZ- 9/2.812618 I RATE PROWLE ADEO.AVE BF16PP1,10 PIA YT TFR'LCHE MA- rt PoSPJI'PWE IFAHA7P.'A SFI LLIHA.Y] OPEN AT TOP ATTT6H C®RL6 BARRIER(, 6T1 M. RAN Md-M H.•I[rN1TAfEp PQN,TETIM.ENB rA.alraL� N El1A3 GJAAE7ER 7 VIA. LARGER rlir•N �y� umwP TERr1G 4r+1F1GE. TWIN RIG �'A.R14 METAL RIE OR C&LFLT wfrH AOTV FEP17 AkD0 AXSHTa I. TAL11 wSLP DPMB TEHM+: OAiECI, &: H aD 4i'EEL eT LTN. F Mry. OriNFTER AS PER CALCLLATHA Z IN BEG, ..,! .& OF IL MS T,1TT 9* RL NFLJ+V ZI RFAn4 VMWR PeaIQI VAIMAL - - - - H „ � • 2 � 1N NH . FPETEA RMT{'11n3.T.METAL HTJN-.ES HFI4FIT T+E + IAR.Y 9E 4SEP7 {GRIFriENnT FLLTATIrywF PANK P 1A MEN. ROTM 1. aEECCPIETH1Gi1OF4FLLHSW497PECFl,CPiDNEr TIEMREAEtUL STD. PLAN - 215.10 PU9LICVd0eKS SEDIMENT POND RISER DETAIL - I3}131�R2 OfPRRTMENT ac-�rtln Pastuehe ixi�i ll�lliP] ;uTE SEDIMEN CPANAA1F GPATE RECTA NI S SEGTIOM VIEW ISOMETRIC VIEW DEVICE INGTS'Sc +. PR,7719MON $HALL PE PPOWNP FPR A1A Nil PRL+ PRAIHwL ET$ PGWA150PS AND MTN IN W FEET CIF AGISrIF49P O4 CC TRUI 11 ON AREA, UNLESM hE FUNGIFF THAT EHR Em TFE [ATDH MAEIN WILL EE CO}NEVEG TG A. 9EDI RENT PCFD ✓'.P TRAP 2. ITLET PROTECTION SMALL BE LEED TO PROTECT THE DRAM NAGE SM 9TEM. a TIE 00RFiN19UTN E DRAIHAEE AREA MAST HOT BE LARGER THAN ONE ACHE N EVETIE BELOW LN LET ORRA7E PENILE MLCIPj FOR THE STGRIM WATCR VRLICPLFT N7 WILL BMVHCC B THE RIC D SHALL H hNE A BUI LT-N HIGHfLDW RELIEF 9YSTEM{WERFL5W BWPASS I. R TFE RETRI EVP SY5TFM MU FT ALLDW REhA kL OF TEE0 GO WIT19dlT SIR DUNG THE CALL E LTEF]LMTERIAL- T PERFCfW MPATERR Riff VY ACCORDANCE WITri ST A NDNRD SPEOFIGATIO N M1 a1151 L AN SWIMEHT IN THE CATCH SAISN INSERT £FVJL BE PE MOVED WHEN THE SECHMENiT HAS FILLED aNE-THIRD OF Tlf AWAILP.BU BTJRAGE. TINE FILTER MEDIA FOR THE 94MW SHALL RE CLEA'H ED OR REPLACELP AT LEAST NON THLV UNLESS 0HERW0 NOT M. DRAWNG,S 40T-0 SCALE AT51 STD. PLAN • 216.36 DEPARIMENT CATCH BASIN INSERT APP P 9ft8j261a I DEPARTMENT GAS IMT. 1' YN IT 4VlRRL11'T T IT a IFPIII iT -N-ROCK Off PTH wTn n w c HnMr rL D 24`win SETTUNG DE PTH CONSTRUCTED HY ExGtVRT1ON FLrEAFAmic:TEMc1NG 1 5 wl1 SEDBHENr 00kL� - •� 1.,1 A-1 I:w--1 J.d5MEaRGAAVEL GIIp>IS SEGTIpN DVEpFLaW SPLLWAY W MM. MACgM NOTE& 1 WA++B@CAF�7R LGTEL Hi EM GAVATHEµ1 tiR RY BMLtiNCAFJERM 51'Ii. hIAN-211.d0 PUBLICWORKS SEDIMENT TRAP DEPARTMENT GAZ 9f2t3d2Q1$ DATE EROSION AND SEDIMEWF CN3NTRJDL IESC1t STAJSDA ID PLAN II CrMZI: rW- FDLLOIWIF a IS A (LIVING OF C4-NE}? IL NDTEE THAT SK&LL BE INCIDRFICIRATED IN TFf ER€ SIGN AND SEDIMENT CDNTR❑L IESGi PLAN EET. ALL THE NOTM ON THE LIST MAY NOT PE& I f-04 TO EtilER.Y PROJECT. THE APPLICANT OR OWNEFL HEREBY REFERR€D TO AS APPLICANT, MAY STRIKIS OUT MELEVA^TT NOTES IF NOT AFF�LN:,AHLE TD THE PiaC?IPECT. HC�4A'1Ek+EIR. THE rSF�Liff SHALL MCT i�Q41UMBER NCIR EDIT TFIE F�MIA'UI�iN� hLIDTIES. IF A�DIT�IrfA�L N�?T1ES 1AAf NEEDED FIR ;S�C�FIC ASKC11�, THE SF%ALL ®E Aj3 D AFTER niE-57ANDARD PLANI NQTE�S 1 BE FORE ANY CON STRUCTT R OR dEVEL❑FFFIENf ACT1110TYOCZURM, APRE-CONST1RUCTION MEETING 9 CALL BE FEL.0 AMONG THE CiTY OF REMTON, HEREBY REFERRED TO AS THE C(TY. THE APPLICANT. A AND THE APPLICAhn CON TRACTOR. 2. THE HIMMII0NT IS Fl£SPrCN�I� F� 09TA ff 7 TH€ WAISHINGTON ST ATL C hFLT MF I P OF E L.17l�Y I EC OYI CONSTF{L►CT FI S.T ETIYATUER f t L PERMIT. IF IT IIS REIOUIREDIFOR TH'IEPROJECT. THEAPRLJCANYiT SHALL PROOVOE TFE I37`Y COPES OF ALL MONITOR( REPORTSPRIOWIDED TOECOLOGIf ASSOCIATED OCIATED WITH THE CONSTRLIC ON S'TORMWATER GENERAL PERMIT 3 THE E5C PLAN 5fT SHALL INCLUDE AN E5C CONSTRUCT104 SEQUE94CE DETAILING TIME ORDERED STEPS T"AT S AftJLOf FOUGIRIED Fw" C TRUC:TION OG MtENCEFLENT TO POST-PRO-EGT CLEAhILIIR IN ORDER TO FLA FILL PROJECT ESC REDUIREMENTS. 4. THE BOUNDAM.RIEi3 OF THE GLEA4RING LIMITS. SE.NSMVE AREAS AND THEIR SUFFERS AND AREAS OF VEDET.A1TION PRESERVATION AND TIAEE DETENTION As PRESCRIBED ON rHE RAMS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN T'HE FIELD, IN ACGDFMANCE WI TH APPENDIX D OF THE CITY OF RENTON .SURFACE VVATER OEAGN M1AIRRJAA IRENTCN SYMMI PRIOR TO THE START OF CCMLSTRUCTIOIN. DL1Rj4G THE CONSTROCr*N PERIOD. NO DISTURRA NCE BEYOW THE C LEAFJ ID, LI MIAfTS SKAALL BE PE:RA4TTED. THE CLEARING LIMITS ShALL BE MAINTAJNED BY THE AIPPLICAKTHESC SUPERWISIOR FOR THE DURATION OF VTR LICTI ON- 5 STAWLIZOP DON5TR QMN ENTRANCE$ $HALL BE IINVALLED ATTHE IPE49IkNM1INO OF�QONSTRkYMQN AND MAINTAINED FOR THE RRATIONI QF THE PT ITT A IDDITKML MEASURES, SUCH AS CCNSTRUCT®,IWHEEL WASH SYETEMS DR WASH PADS, PJ AY BE REDLAIRED TO ENSURE THAT ALL PAVED AREAS ACRE INEPT CLEAIsANANID TRACK TOFtCAi7 F)GHT{3FWAY GOES NOT CCU FOR THE L1LIRATION OF TFlE PFTOIECT. IF SEfiIM+Il=rli 13 TRACKED OFFSITEI PUBLIC ROADS SHA1L BE CLEAMNED THOROUGHiL. Y HILT THE END OF EACH DAY. OR MORE FIREi]L11EhITLY DUIRIIN ,r WET WEATHER. AS iNECESSARY TO PREWENT SEC +fT FROM EWERINIG WATER $ Of THE STATE. I WASHOUT FROM CONCFETE TRUCKS SHALL BE PERF JED -&Tg OR IN DESKP14ATED CONCRETE WASHOUT ARfA5 ONLY DONEXT W&51i Mr CGWCRETE TRUI M ONTO THE GRCIL.FJ17, OR TO STORM DRAII14J5 OR OPEN DITCHES. ON -SITE ❑UMPIIND OF EXCESS CONCRETE ` L CMY OCCUR IN CEMONATED OQNDRETE WASWi111 AR i. AILL FIEMIRLEI ESC BAPS SI-MIL BE CDNSTMJCTEDAND IN OPERATION PRIOR TO LAND CLEAR14S ANDLOR C;MSTRUG TION TO PREVENT TRANS P{ RIATION OF SEDIMIIEN'f TO SURFACE WATER. DRAINAGES1'STEIMS ANDAiUA.CEFiT PROPERTIES- ALL lESC@MPS SHALL B€M.04TAINEDINASA,TLVA4CTORY CONDITION UNTIL SUCH TIW THAT CLEARiNG. AM3K)RQ CONSTRUCT ION I $ C CMPLE TE ARID POTENTIAL FOR SITE ER OS ON HAS PASSED . ALL ESC BMIPS S HALL B E R E MOVE D AFTER ODWTRUCTI❑N 15 C[LIIPLETED AN THE 5LTE FIASOLEEN STABILIZED TO ENSURE POTEEHTIAL FOR ON -SITE EROSFDN ROES NOr EXIST THE IMPLEMENTATION, MA1NTENAIIICE, FIJ-=PLMCLMLNT, EN ANCEMILNT, AM RLMOVAL Of ESC 13MPSSMALL SE THE RESPCN SIBILIrf OF THE A4PPLIC.MT. -9. AIIII`f %V-A1RDGUS M ATERL61 S• OR LIOUID PR❑CUCTS THAT HAWEi THE POTENTUAL TO POLLI TE AUNOFF SHALL BE DISPOSFRD OF PROPERLY 9. THE r= C BLiPS OEPIIC;TED CHI( rHIS IORA1L1 ING ARE NTENDED TO EE PANLMUM REE)UIREMENTS TD NEET ANTICIPATED SITE CDN[31rlGNS. AS CONSTR.1,lCTIGN PFLOGRESSGS AND LRYL4 ECTED OR SLA SOkAHL CO NIDITFai# L TA,T6. THE AP€'UCAIMIT SHALL ANTICIPATE THAT MOA F M WAPS WILL ®E (NECESSARY TO EME COMPLETE SILTATION CONTROL ON THE PROPOSED S(TE. DURMIGTHE COURSE OF GONSTRUCTICM- IT SHALL BE THE Q%IG;A .T*H AND RESPONSIBILITY OFTHE A"%Ii,A+W TO IA1DDKIM ANY NEW CONDITIONS THAT MAY BE CREATED BY THE AACTI"TI>ES AND 70>PFOD"DE ADDIT1OUNL FSC OMPS, OVER AND ADOaE MIh1INI 11 REQUIREMENTS- AS MAY BE NEEDED, TO PROTECT A' DiACE147 PRCPER'TIIES AND WATER DUALITY OF THE RC-CEi 114G DRAIILINA4GIE SYSTEM( 11).. APPROVAL 13F THIS PLAN iS FOR ESC. ONLY. IT DOES NOT CONSTITUTE AN A.FFROVAL OF STORii DRAIIFdA{NE DESIGN, SL2E NOR LOCATTION OF PIPES, RE5TRICTORS, CHANNELS. OR STIRMWATER FAACjLME& 11.. ANY 1)L-'1 ATERIMG SYSTEM NF-CESSlAFtY FDR THE CONSTRUCT KIN OF 51MMY11ATER FA cCurrIES sKi%L.L $E $AUSMIITTEDTo THE CITY FbR fiEVIEwY'AIAmAPPROVAL, 12 ANYAREASOF EXPD5EDS01L5, INCLLA31NGROADYM'A'Y ETIAB."KMENT5, THAT WiLL NOT BE DISTURBED FOR Twwu DAYS 13UFLIM BTHE WET 3EO,F.O# (CC`TOBER 1 ST THROUIGI-1 A LPRIL 34rm) OR SEVEN DAYS OUR.IhIG THEORY SEASON (MMY 1ST THR:OU,GH SEPT€MBER 30THI,SHALLL BE IMMEDIATELY STALBILIZEDWTH THEAPPROVEO E&C COWER METHODS (E C-, SEEIDING.4AULCFGNG. PLA4STICCOVER]AMr. ETC.r IN CONFORMANCE WITH APPENDIX D OF THE RENTON SVOM. 13 Td&7 SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTiON SITE$ BETWEEN OCTOBER 15T AND APRIL 30TH. U`NILE S OTHIE WSE APPOMDOW THE CiTY. 14- ANY AREA NIEED04G ADO ESC MEAISURES.140T RECRIIRING IMMEDIATE A4TTENTION. SK1 LL BE ADDRESSED WITHIN SEVEN 9OA YS. 16- THE ESC BMPS C 4 INACTIVE SITES SHALL TAE IK48PECrTED AND M AJINTA iNED .AT A MINIREILAM OF fSWE A 144CNMITH OR WITI-W 2m HOURS FOLLOWING A S.TOPW EVE -MI. IN!5PECTUDN AA140 WAWENA1 CE SKALL OCCUR MCIRE FREQUENTLY AS fREOUIREDOW THE CITY. 1$ BEFORE COMMENCEMENT <W AidY1 CONSTR.UGTION AwCT(OTY. CATCH SASIN 04SERTS PIER TFIE CITY STANDKO O PLAN 216-K Sa-LArLL BE PF*VIDED FOR ALLSTCR-M DFLAM;l INLETS POWWNISLIOPIE ARDrYITTHIN SINGFEIET OF A 13IM.R8f1D VRCON57RLJCTION AREA. UNiE99 THE RiJNQFFTHATENTER$ THE INLET WILE, BErCONVIEYER TD A SEDII'EENT POPM DR TRAP. ALL CATCH RAM INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLALCED AA5 NECESSARY TO ENSURE FULLY FUNCTIONING b0tA:nTiON. IF. AT P40 flhL $Ha1ILL &r=DIM f=NTA UMLILATMN LxCUD n. 4F THE ALITY OF THE CATCH R461I 11 DUMP. ALL -CATCm NiSIP4AA1 bCON'v'EYANCE LiNiES SHALL ae CUEANED PRIOR TO PAIM 11G. TIME CLEANING OPERAT001i S! ALL NOT FLUS" 3EDdMEMT4-ADFN WA TEIR INTO THE C OIArI OTREAAII SYSTEPA 1113.. ANY PER4VU4ENT STICIFA WATIER FOIrCILITY LIOCALTX)M USED A,S. Ai TEMPORARY SETTLING BASIN SHALL BE MCOIFIEDr WTIH THE NEC;ESURY ESC BMPS MAID SHALL RROVIDEAUEOMTE STORAC-Z CAPACITY IF THE TEMPORARY FACILITY IS TO ULTiMA,TELY FUNCTION AS AN INFILTRATION SYOTENIN ITS PERMANENT STATE. THE TEMPORARY F.AyCILITY SHALL HE ROUGH CiRMED 5071HA4T7HE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE F1NALL GRADE OF THE PERVIANIEIT FACILI T Y. 14. .READS DEMGNATEDOR THE PLAN] S) 03FNTT&ININGi EXISTING STORMWATER FAT.GIILiTIES DR C+FALSITE BMPS IAMr=NDED SOILS, 9K)FETENTION, PERMEABLE PAMWEMENT, ETC.( SHALL BE CLFAT,RLY FENCECI AND PROTECTED USING ESC L%APS TO AAVOIC! SEDIMENTATION AND CCNPAACTION DURING CLOtsI-STRUCTION. 20. PRIOR TO THE 13ECINU M &0F THE W1=T SEASON (•I:k:TOIA 1.STk ALL DMTURBED AREAS SKILL SE94SPEC TED TO IDENTIFY WHICHICfIES SHALL RE S0W@DA SEEDED IN PREPhRAT FOR THE WINTER RAINS. DrSTORBED AREA,$ SK4L,L eE SODDED OR SEEDED WIT 04 OW WEEK OF TI# BEGINNING Of ME Y&T SEASON. AN E74HSfT OF TFfWE AREAS TO BE SODDED OR OEEDEO AND 7H0$E AREAS TO RIEPJAAIN VNC RIEG SHALL SE SLMUITTEU TO THE CITY FOR R EVIIEW. 21. PRIOR TOFINA;1 G01ISTliI�T1ON ACCEPTANCE. THE PR>J.EO-f SITE SHALL BE STAI}ILli1rD71DPFtJEti,+EN7 �DL�IT M Y11,ATIE FF#IN LEAV NO THEE PRIA'C'T SITE. .A4I L ESC EMFS SHALL BE REMOVED AND STDRMWA3TER CONVEYANCE SYSTEMS, FATCILiTES, AND 04-SiTE BMPS SHALL 1 E RESTORED TDTHEIR FULLY FUNCTFDNING ODWITION. ALL DISTURBEDA -R�At OF THE PRbACT SitE SHALL BELsaGTATfiL7 6ROTHERwISLPPl=kMANFNTLY STA41JIL2�0. Al ,AA MFNIMUM, DISTURBED AREAS SMALL BE SODDED OR 5E€DED AND MULCHED TO ENSURE THAT sLAF nc#EmT COVER >t'IH'ILL DEVDLOP SHORTLY A I TER FII 4AL APPROVAL. MULGHi WITHOUT SEEDING IS ADEQUATE FOR AREA5 TO DE LAMSCAAPEp BERME QCTCOER 157 22. RGCKERIE5 ARE CONSIDERED TO BE A METHOD OF BANK 57AEIILIZATK)NAJQD EROSION C TROL ROCK ERIES%SHALL NOT ESE CONSTRUCTED TO SERVE AS REETA SYINGWALLS. ALL RGEKE2RIES IN CITY ROAD IRIGHTg-OF-WARY SHALL BE CONSTRUCTED IIN A4CCOR11MM 1AMTH CITY $TANDAR.RDS. ROOKERIES CII,JTSIDE OF ROAD RI{SHT =i]FA W14Y SHAILL BE CMSTRUCTED IM1I A tzc* C3mcr= -wiTH THE INTERNATIONAL E3UILDtrOG TRUE. -PREPARED BY 8627 NE 180th St. RV HORQAL* WDD I go, N S T E Y BOTHELL, WA 98011 MR SCALE a ePHONE: (206) 303-7639 D1 MR E N G VEER N G FAX: (425) 658-0923 AT FLU SOLE DATUM EMAIL: benonste 52@ ahoo.com APPRWA BA IF E P aII: INCH Y Y N0. REVISION BY DATE APPR � "OX)RD1N0L1' BA UNLESS DTHERINNE NOTEO, D AWiING "S %0T -C SCAR( -I P %TFi STI)T PLAN - 268.00 PUDLIC WORKS EROSION AND SEDIMENT CONTROL PR d. EPARTMIENT STANDARDN NOTES GAZ9/2 S,.1:2018 •,m.rH,L,raL.rr I: L:1 03-23-2025 0 *AR CITY OF RENTON Planning/Building/Public Works Dept. R-417304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E ELOPMENT ENGINEERINGsippo 05/15/2025E%il SUNRIDGE_TOWNHOMES_11 T.E.S.C_NOTES _AND _DETAILS met* 05-20-2021 PAM C-4 4 OF-37 I� H T N U O N J H H H W rr Z D C/) \ cO PORTION OE= SE 1/4, SW 1/4, SEC_ 287 T-23N7 R-5E,\ W.M. ;; dy ° °dos, �r LEGEND ° \ � EXISTING SIGN II 5.%SE A r.---------.-------------- SANITARY SEWER MANHOLE \ I ® \ \.. \ I . --- . _ ......_...... TELEPHONE RISER - ------,.-...... _. .--- _. ...........� Q❑ STORM DRAIN MANHOLE \ o YARD SETB £K ------ - ��.......... QQ n�� n 6 CHAINLINK FEKCE ui ® STORM DRAIN CATCH BASIN \ \ _ NX_88 _Q7x0- 0 2 °> w o MAIL BOX d/, x x �x �..... FIRE HYDRANT MAPLE TREE-x-x-x-x- - 7 \ ...., EX. CULVERT \ I I \ ® WATER METER COTTONWOOD URN \ I POWER TRANSFORMER \:.•: D4 WATER VALVE SHRUBS W W W W W W W W W W W W W AROUND E 404.5'-_ T� CABLE TV RISER PARKING \\ \ \ \ w I \ \ UTILITY POLE ANCHOR WOOD FENCE (WDF) \ z W IW W W W W W W W W W °y� W W W W W W W W W W W W W YQy� W 8 PER DET. 101 \ w p� 4T \ ......\ \ w IWY W W W W WY W WY W W \{ -0-UTILITY POLE CHAIN LINK FENCE (CLF) \ o W W W W W W W W W W W W W W W 9 Cxj �� 'ARUR ❑U D \ C.C� EX. ROCKERY \ O W W W W W W W W W W W i t......\ POWER POLE WITH DROP O W W W W W W L Y Y W W Y L W { { W W W W W W W W W V. I POWER POLE WITH DROP&TBOX EX. PAVEMENT RETI iNG 10 h POWER POLE WITH DROP&LIGHT �I �WALt (-TBR1 W W W W y� W W °�° { � EX. CONCRETE \ ` J \ \ \ { { W W W W W W W W W W W V w W W W>Q W W W W W W W W W 11 { 444 W W . W W . W CB TYPE-2 6 -OH P- OVERHEAD POWER W W RI 401.4 SURFACE RUNOFF IE3I 1 W W W W W 4 R•VC. OVERJJNO.�. W W W W P I '' -I GRAPHIC ALE W MIN C 5 I � HI SC >jrT- - - I l l t` f:. 20 0 10 20 40 ////�/ c\ I..... LEGEND (PROPOSED) ; DS W W W• W ®� W W W 4LF 12" PVCI -'1 \ + ti r r r ® 2% I... \ L.... /\ W 4® MIN+ p LF W W W W I 1 ( IN FEET ) �- CLEANOUT TYP. / \� \TO DR DING W W � Ci3 T. 1�• W a"W Wal '• t'1 \ 1 inch = 20 ft. NOTE: SD PIPES MARKED * CONNECTED FROM DOWNSPOUT 6 TYP.U.N.O I W W IE3J6.s , ' R NOF FLO�!/: LIIJE \ I W W W W W W W WY 1 °� 00,DNS l \\ WY .y .y W W .y W .y 'Y .POO ALL SD PIPES LCPE U.N.O I 3 B /' � \ ,.'.o A \ MIN. 1 '. ' E \ oo SON �� 1 /1W �W W W O1C�W W W 1'� • TO LO .:P01fJT \ / S ` / 1 // CLEAN OUT v v N v w Ov : Y w I .....1 \ I� ch'T N I <: TYP. 1... ' o I. ..� ::; t APARTMENTS 98 SIDEWALK I ;\ \ I •:!' W W'W W W WI I I I -------- ✓ N 7 7 FLUSH U S H w/ % 3 A' \ 4" P 1 R SER OP N GRA ]MAIL Box; ..ti: ' I I W, � \ -I BLDG ;:POW/E /� TYP 5.4 TO ING CBWTYP 1 W I.. " P II ■ W 1€396i'21 W W- T P. . I ----- --- ALIL I..... F. OWER �1l1� (' U ANSFORMER 111_111� /�1_ __l_1J ill11_l� i --1 \/ I !':.i. S�S .DF�TAIL C z�/ \ � I .. tic (' SH13 OF 1 FOR DET. VAULT DETAILS \ ,' .. •' �b I.'....I SEE STRUCTURAL DRAWINGS (\s1\& S2) N\g----,� ----- -- - - 18" -DIA CONTROL STRUCTURE \ ' y < < .-------r- --rT --- - I "l'. CB E 1 W 3 8 L W I I 396.73 \ U lr� -rJ 1 RIM 397.75 "i L... O ERFLOW 395.1 \ �., �. F IE395.25 y . s I H 0.026'XO.6'7. \ o 0.00' - ` i' r'' i' i LO E ORIFICE=0.625" \ o 862 W/SULOW (5.5'X4'X1.5' D) < < i . THE •1. _8 Ck+PE 1 \ - - -- - - - - <` < 5' ° < DR I .y RIM 397.7 O : � \ z \ O \ CB El D /\ B \ Z \ RIM\ 39 .75 • �.:. O \ ' SUNRIDGE TOWNHOMES I Q i.' :' l I s .75 / \ C 11/ \ dy '� P R❑ P 0 S D S I D yW L K \ <5 (EXISTING) _ �--- ^\� ,I/ CB TYPE 2 � -' \ :'• EX SSMH K RIM CB-TYPE O 6.7 / 5' LF* \ / \ l "(ASPHAL TRAN ION \ RIM=397.81 GA I l.. .'r ��\ \ 1 I =3 0. I/. ��11�/�� ATCH W H EXIS G \ w - - - 18LF 8" PV CB TYPE-1 \ ®3.7 o N CB TYPE-1 RIM 396.98 \ \ \ Q1 ^ RIM 397.08 * IE392.7 ro O I / 3�7. I O 00- IE393.08 I F ® 0.25% dyO % \\ SITE AREA = 33,027 ±S.F. (AS PER SURVEY) DEDICATED ROW (9'-6") = 1,287 S.F. SITE AREA (MINUS ROW) = 31,740 S.F. ACCESS ON EAST = 1,230 ±S.F. (OUTSIDE LOT) EXISTING + DEDICATED ROW +EASEMNT FRONT(FOR BYPASS) = 3893 S.F. (0.089 AC) TOTAL PROJECT AREA = 36,863 S.F. (0.846 AC) TARGET AREA ON LOT = 51.740 ±S.F. (0.73 AC) PROPOSED HARD SURFACE BUILDING I (SF) (ROOF AREA) 3,511 BUILDING 2 (SF) (ROOF AREA) 4,458 WALKS (SF) 3,074.0 PAVEMENT (ACCESS AND PARKING) (SF) 12,195.0 TOTAL PROPOSED IMPERVIOUS AREA (SF) 23,238.0 TOTAL PROPOSED HARD AREA (SF) 23,238.0 TOTAL PROPOSED IMPERVIOUS COVERAGE (%) 73.2% TOTAL PROPOSED PERVIOUS COVERAGE (%) 26.8% w w �, w q�I 3 I O N N ALIIirV 1 °CB P 1 LA o RISER w P ❑P❑SED \ n Cr SS E391.65 PEN GRATE g6� RIM 39 .8 12" PV 10LF 2 cD SS �S r ------ LA, \� ¢ �Qss SD - 20LF 12" PV @ 0.5% \ ' /. Y I j s1. \ \ \ D V E W A Y \ Oy MH TYPE II RIM 397.0 --------------- IE 390.8 _�_ - -- -- -- -- - -- I '.: ay0 0 /� 1 6 / B-B CB TYPE 1 \ / I Ld o V V Ci RIM 3 6.75 \ (E) POWER P❑L MWS \ I/ /\\ /\ /\ \ ^ TO REMAIN SUNRIDGE TOWNHOMES RIM = 395.0 3 (EXISTING) INLET 390.6(N) I \ / / ® 10' 0' 00 N 9 ✓ d I 4 IV, OUTLET IE=390.1 (S) a 24 0 yO I < I N•' 1 1 1 I I I mil/ 8LF 12" PVC .-A, I r 1.- ,•y .: d' °° c i \ L % T E 1 C(- < e+ < W <W' • W. W•W' W W W F 1 \ 5.` < `�' �� « �' W W W W W W W W FL R W W W• W � I M 9 8 \ % �t o`�3 I < RIM 94.85 W 3s6 s W W W W 1 + DRAIN \ 3. 1% III I I - 12LF BIO-SWALE @ 0.9/. W 1 W W _ f,, W W W 1.` W W *TYP� l'' W Y W W W n`h -e- I \„ •Y W W W W Y W W W W W Y W W •1? ,' ' 0 N D 1 /2" ` %0 < IL 59U.05 (N & (EX.)) E AR &CAP \ 39 v RE- SAL ON T W W W W W W _ SIbEwANKs L No. 40016 \ L Y W W W L W Y W W W W Y Y Y W Y E ACCESS SS 21'- h 34LF Ss - w W tw w w RON 1 , 6 I ENCE �.. G'q.S,.. a. GAS GAS J. 1. .1. �.. °t GAS GAS ------------ 1.. fN•'t_' .a- ..: • •. ..... r.' r' _ __-- -- - � >r.• • r ' 1 � (E) STREET LIGHT E POWE =: •W W ' .`W..W ?.-� - - - - ---+ -- < P C 0 2. 'WALK' < .:)...:.........._<......<�::::_ :<::-::::.;.. < EX.. MIDI* ][ ORiVE. A < .c W s I < , OWER _ r 7 .9LF 12" CMP Q 1.7 eSD 3D o - SD - sD 8.0' EX. 04�/ SD 1 7 7.5LF 12" C ,P ©1.86% I - v Z V ------- w w -w -- - w- - i B TYPE I T = I LID _ x SEE DETAIL A B IYP" �9.5' DEDICATION TO PUBLIC H H N U N Q J H H H SDMFI-TYPE I ��T`I'FEI RIM=389.95� WATER MAI RIM=392.30 �Cv -/ I� 0 ��0 SH11 OF 13 U IE(N)=389.85 �4 RIM=393.79 FOR RIGHT OF WAY 65 °� - P!M=390.16 E(S)=385.76 N ,E(N)=386.4- APROXM. I I I� 0 IE W! =390.71 (-)_ SH1D3EOFL13 IE(t)-390.75 E I E,N=386.06 T IE S=386.31___ - I LOCATI --- ---- __IE(S)=389.3i -- -___ 3.5LF 8" DI @ 5.7% -. �- -- -- - _ - - ---- N88°40'51 "E VJ Cw - -- --- �_- TYPE I, LID S PETR SKY =392.37 - �n . IE(S)= 89.37,W,E-- -- ® R-417306 z NOTE: - --- --- - - - -/ - - - © ---- ---- --- ----- - T- T----��-- ASPHALT PAVING ACCESS OUT SIDE LOT ON EAST = 1230 ±S.F (0.03 AC). S�� _ < L' `: ~, P. A -- 141PIANCE WITH CITY OF RENTON STANDARDS INCLUDED FOR RUNOFF CALCULATIONS FOR DETENTION TANK. ° Sx'<'__- = �' N TOTAL BASIN-1 ON SITE = 31,740+1,230= 32970 S.F. (0.757 AC) <5 'S. <<�' =---- .�� .• 5 . k' ■ <' ; 5 .. ; . ``' 5 ` . w 'r`, DEVELOPMENT E inerin w TOTAL BASIN ON SITE = 31,740+1,230= 32970 S.F. (0.757 AC) <<. ' S . 5,. 5 ."< < : 5� < 5 ....'<5 . «' <,<5. ` - ^ 0b �� �y 9 9 661 S.F. OF ROOF AND 827 S.F. OF WALKWAY WILL CONTRIBUTE TO 5' ""P farah 05/15/2025 (D DISPERSION. SO 50% OF AREA IS MODELED AS PERVIOUS AS PER mSlppo 05/15/2025 � DRAINAGE MANUAL. NOTE: 2.5" COMPOST ADDED TO ALL DISTURBED SOIL AS PER DET. 264 BURIED UTILITIES IN AREA CALL 811 BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. AM BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 E N G I N E E R I N G FAX: (425) 658-0923 EMAIL: benonstey52@yahoo.com NOTE: FOR DET. VAULT DETAILS SEE STRUCTURAL DETAILS S1 AND S2 NO. REVISION SON SCALE ONE RICH AT FtXL SCNE IF NCT ONE NCH WALE ACCORDINGLY VEI ICMs NAvD HORQONTAU WD 1G83 1GG1 DATUM 03-23-2025 CITY OF 141 RENTON Nbor � Planning/Building/Public Works Dept. SUN RIDGE-TOWNHOMES-1I DRAINAGE PLAN z D DM 05-20-2021 FELDMIX U F - w DRVwRa M C-6 0 SHM6 OF_37 CAS) Cw G O z 0 W 0 rr z v! ILIJ U O rr n SURFACE WATER STANDARD PLAN NOTES: THE F{ QMN I$ AkLI$rIN Cj {}F qENI;RAL 1V TI=$ TIiAT SH41, tag I NCQRFDRATEa III THE o +4JI kf3E PLM SET. f 1, THE NO T $ i h+ iHF I,t TMAY NQ T F=:� iA1N Tg$'4'tRY PROJECT. THE AFFLICAN7 OR CAVNEFI. HEREBY REFERRED TO AS APPLMANIT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE ABLE TO THE FRGO,JECT HOYWEVER.. THE AP'PLIDAWr SH ALL NOT REN+ILAAy4BER NOR EDfr THE REM&IN+lING NCB. IF DOITION k NOTES ARE NEEDED FOR SPEC CC ASPECTS, THEY SHALL BE ADDED AFTER THE SORFACE WAY ER STANDARD PLA4NN MOTES. 1. CFO E ANY CQwSiMLXTI0I4 OA DEVELOPMr.N1 AICT9+1TY CURS. A F*j;_cj ]w:nkucrioN MEETING SMALL RE HELID AMONG TIME CITY OF RENTON. H€RE&Y REFERRED TO AS THE CrTY, THE APIPILI CANT, AND THE AFPLIOArwiT'S CCH TRACTOR z. THr. APftI tMT SHALL M31'= AEIzPf_'NSIHLs= FuH S6CukIW16 A'tiLL NEi!f=tt ,RY CITY, 91ATE, AND FEQEFiAL PrftA1TS PROM TO CCN9T FhJCII ON. 1. ALL STORM C1RAINAOE IMAIPRMEMENNTS SkALL BE DES GNED AND GONSTRuCTED IN ACODADANCE WITH THE LATEST F-DIT04 OF THE CITE' OF RErNTOIN SIURFAkCE WA1NER OEWaNN W4 NUAL 1:RENTCN SWOM'1, FISHTC1N 1,ILJNICIPA4L COO 4F mr,1, Ali o THE STAmnAFM smCIrIi�A'ix7NS F-OR AChkb. 13FWcN E AND UWgICIPA, CONSMUCTIlON PREPARED BY >,'A3DNDT A'ND THE A MER1CAN PUDIC CIS ASSOCIA110N (APWAL). I 5HIALL BE THE 50LE RESPON51Ell LITY OF Tl# APPLICAW TO C OfWECT ANY EIRROR. 4MISSI0N OR VARIATION FFIDM THE AtiDOVE REQUIREMENTS FOUND 04 THE PLAM.ALL CORRECTIONS SHALL BE AT NO ADD FFHAAL COS TO THE CITY. 4. APPROVAL OF THE ROAD. GRA E)ING. PARK IN4G_ BUILCING. AhO DRAINAGE PLAN DOES NOT C0NtSTITUTE AS APPROVAL OF AW OTHER GONSTRUCTION 4E_G. WAkT€R, .9EVYER. GAS, ELE-GTRtGAIIL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, WA LILTS, AND RETAININIS FALLS REQUIRE A &EPARATE REVIEW A IND APPROVALL BY TIME CITY P RM TO CONSTRUCTION. THE SuRFAI.r WATEFt CPAs 4A C� SYSTGM $FLALL BE CtmSTRUCTEDACC ORDIN,IG TO THE Awktry EI) PLANS. ANY DGVIATI€�J FFKW THE APPROVED PIANO WXL FIE -QUIRE COORDINATION F= XLUWEQ By WTfIEN APPROVAL FROM THIE crry. 5 A. COPY IlF THE APIPA OV91D PLANN$ SHALL EWE TON 7HE AM SITE WIH&NEMER CONSfiMiCTON+I IS n4 PTRailftr.- 6. TIyE LCCATIDh1S OF ALL alS71NG LNTILATIES SIIIIDWr'N+I HEREON HAVE BEEN ESTABLSHED BY FIELID SLARVEY OR OBTAINED FROM A VA■.ABLE AEOUR DS AMC SHALL THEPMFQRE BE CONSIDERED A,PPI1=11IMATE ONLY NOT NECESSARILY GOIMPLETE IT IE THE RESP"51IB,1A.IrY of THE APPLICANT ANo THE APPLICANTS CONTFAGTOR TO RIDE PEN GENTLY VERIFY THE A.CCURAZY OF ALL 1JTILITY LOCATIONS SHOWN. AND TO FURTHER DWiCOVER AND A1<M WY 0THER UITILMES NOT SHOWN HIEREON THAT MAY BE AFFECTED BY THE NMPLEMENTATION OF THE PLAN. THE APPLICANT SHALL RECORD ON THE AS-OUILT DRAW INtGS ALL UNDOCUMENTED UTILITIES D15COti+'iIr RED.Ir+.ND AJNN CHANGES TO THE APPROVED PLAINS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD 1F A CONFLICT EXISTS. VERTICAL DATUM SHALL BE NAA.VD 09 AND HORIZONTAL DATILIM SHALL BE NNA D 83 k-WA S.T&TE PLANE, NORTHJ, UNLESS OTHERWISE APPRU VET RY' THE L-IT-Y R6E LHENFE 8rzNCHIIIIAA1K. UAILakl1 ANDLLEVAlIC]r,1S $iHALL M NDiEll ON THE PLANT& S. ALL UTIUTV TRENCH BACKFILL AND PLOAD SUB -GRADE SHALL BE COM,IPACTEII TO 9► % IAU"MUM DRY DEN91TV PER SECT" 2.I3.3['14X - COMPAC:TIGNV AND MOISTURE CONTRiQL TEva Of= THE'r11'5DZIT STANDARD 5-FECIF ICA WINS, IN PERMEABLE PAVEMENT ANND QTHER INFILTRATIQN AREAr$, ALL TRENCH 13ACRC'FILL $HALL BE FIRM AND UN' YIELJDINCs BUT IN MO CASE SHALL BE COMP rTEO TO MORE THAN ice.' OF MOIMUM OR'IY DENS ITY+_ 9 UP EA CU-17IN 5OF EXISTldG R-[ 4AU I'AYS FOR SlCIF M DRA JNA UE WORK IS NOT ALL OWED VNLJE55 5PECIF IGALLY APPRQVED BV THE CITY AND NOT JQ ON THESE APPROVED PL.AN.S. ANY OPENS CUT StiALL 8E RESTORED IN A C C,ORDAN C:E VOTH THE CITY TRENCH RJESTORA70N 5TAND AJRDS 1 D. ALL PIPE AND STRUCTURE'S SHALL BE STAKED FOR SURVEY LINE AND-DR.A.DE PRIOR TICS THE START OF CONSTRUICTOK WHERE SHMN CAI THE PLANS OR WHERE 0IRECTED'BY THE CITY, THE EX1571NG IMA.N+HOLES,. CATCH 8kSINS, OR INIILETS SKALL BE ADJL3TEia TO TIHE GRADE AS STAKED. 1 i ALL FLAW L`PITROL FAICILITIE3 SHALL BE INISTAILEr AND IN 0PER}>,7TON MOM TO. OR IN CONJUNCTION WITH. A #4Y CON57RUCT" ACM MY UNLE55 OTHERME APPROVED BY T11E CITY. 12 ALL PIPE AND APPuRrEN ANcES SHALL BE LAND ON A FIR OPERLY PREPARED FOUNDATKM IN ACCORIDANCE W nli THE CURRENT STATE OF WABHINOT ON STANDARD SPEDrICAtiTION FOR ROAD AI BRIDGE CONSTRUCTION. THIS SiiA4LL INCLUDE NECESSARY LEVELING OF THE. TRENCH BOTTOM OR THE TOP GF THE FOL04DATOON MATERIAL, AS WELL AS PLACEMENT AND COWA GTIONd OF REQUIRED BEDDING MATERIAL TO UNIFORM GRACE SO THAT THE ENTIRE LENGYH OF THE (PIPE VOLL BE SLJPPMTED ON A4 UNIFC]ftAILV DI; , LPNVIP-LM]NG BAST= ALL POIL 13E0I71NG AM RACKS ILL SIHALL ETE AS SHOWN ON THE 121TV 8 [ANDARD PLAN 220.00, Nil113, AND 113, -S TELL PiPL SHALL ilL A.LumINIZED. Oft GALVANILZIM 07H A>kSPKALT TAEATMENNT 1, Z OR R INSMI- AND OUTSIDE. 14. ALL DRAIKYA GF_ STAUIC7URES SUGwi A.C. CATCH RASIfNS AND MANHOLES. SMALL BE FITTED WITH DUCTILE IR.ONtiA, 8OLT�LOCKWG LIDS PER THE CITY STAI4NC,IVM PLAN 2m.1 n, 2G4.7a. m4.w 2rA va, AN U 2114 _W. STRUiCI IFTi=8; SHALL HAVr=: dA REGIANGLJILAR 0R ROUND SIX 10 L10? i WHEN NOT COLLEC71NG RLiNOFF, ANO OUTSME OF TH€ ROACrWA T. ITOUND, SQUID LIDS Vfflr.N NOT C0LLJGCTwlG RUNOFF, AND LOCA IGID wiTAW THE ROADWAY, &JT 00SIDE OF THE CURBiGUTTER LINE. + R4LINID, SCUD LiDS al$PiAY1NG THI= C47Y L000WHEN VaTHIN THE PUALIC NGHT-OF-WAXY OR IN AN EASF_MENT TO TINE CITY. PRr.'A I' E STRUC-7 IRr. LILTS OUP@L PUBLIC IRI15HT-OIL-I,►YAY AND EA$EMENTE TIC THE QITY $HALL NOT 05FLAY THE CITY LQQQ• 1 t-. laUILOINI" AND OTHER STRUCiLIAES SMALL RE PLACED IN ACCORDANCE VoTH TAALG 4.1 EA iANENtT WOTHS AND DUILCHNG SPET 5 LINES OF rH€1REN4TON S 'DM,I. 10. LIDS Of IVIANHOLESCIATGH BASINS W4'ITH1Nv PUBLIC RIG#i7�01F-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAV04G. ALL MANMHcCLEIC ATCH RkSIN RIMS SHALL 13E A13JU9TF=0 TO TEE F:-LUSH W I H F I1+IAIL PNI5H1=D Clot, UNLESS OtHEI$VL95e tFiQm, 11. ALL DRIwEWAY CULVr.RTS'LGCATED IA'AITHm4 CITY RJOr'IT•Or•WAY SHALL BE OF SUFFICIENT LENGTH TO PAOYIDr. Are MINIMUM 3:1 -S.LOPE FROM THE EDGE OF NE t3RjVr=WAY 10 THE BOTTOM OF THE 011CAH, PUBLIC WORKS I SURFACE WATER STANDARD PLAN DEPARTMENT NUTS (1 OF 2) U AILESS 07 H ERW ISE N Ma, a FLAW -WE IS: N aT Tfl ALE STD. PLAN - 267.DO E0 10y: K-CAT( -PREPARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 E N G V E E R N G FAX: (425) 658-0923 EMAIL: benonstey52@yahoo.com SURFACE WAITER, STANDARD FLAIR NOTES: THE FQL,LUI INA5 IB ALISTINQ OF GENERAL HOTE9 THAT SHALL FEE IraAl,01IRPORATEO IN THE DRAINA 113E PLAN &E , AL:L THE NOTES ON THE LAST MAT!' NI T FEF�1rA N TO EVERy PWMEC7L THE APPILIGANT DID OWNER. HEREBY REP EFIRED TO AS AYPPLICANT. MAY ST1RIKE OUT IRRELEMNT NOTES I NOT APPLICABLE TO THE PRG,JECT. NiOWEV". THE APPLICANT SHALL INOT RENLA g8ER NOR EDIT THE REMAINING MOTES. IF'-ADD17I0F,XA,L NOTES ARE NEEDED FOR SRE GO IC ASPECTS, THEY SHALL BE AD DIED AFTER THE SJRFACE WATER STANDARD PLAN N3TES. Ill RQI-.K FCR EFDD5KC N F RQT"TIQN W RQ.A MIUE ©ITCH$$, WHERF REMIREF]U_ 5HA,LL BE iQf $I<aVND QIJAJ; HY R(3 CK PLACF. N To A MINIMV.M DFPTH Qf QW-J1} FooT AND SHALL MEET THE FIQLILMIMG SPEGIIFICAPFDNS w 4 - 8 INCH ROCK) 40 - N% PAkS$INI3: v 2 - 4 INCH ROCK , 3D - 40% PLASHING: AN U + LE55kTHAN 2INCH ROOK J10-2'0%PA05i+NG, ID FQQTINQ DRAMNAGE s3''5TEMS AN U ROOP 13QW4PN5PQIJT SYSTEMS SHALL NOT EE INTERCMIWXtED AND SFOLL 5EPARA;LTELY OONVF-Y EAZLLECTEO FLCRNY 5 TQ THE CONtiIVEYANC E SYSTEM DR. FLUN-IC CNTIROL FACILITY ONE THE SITE. IQNLE55 A FFROVED BY THE CITY. FOIDTIN0 0RANS SHALL NOT EE CC) NNECTED TO ON -SITE 8MIRS: 20, THE END OF EACH STORM GRAIN 5TUO BHAI.L @E CAPPED, A CLEA NOUrr TOPPED W41THI A 51CILT-LUCKIN5 LID MARKED -STORM- QR-DRAJINI' $HALL BE L-rXATEC},A,T THE PROPERTY ILIHE OR. AT THE PLDIWr Of CONNIECTIG14 OF AY. PRIVATE STORM DRAINAGE OONVEYA ACE 5Y87EM IPER THE CrrY STANDARD'PLAN 227 0101. 21 _ ALL STORK SYSTEM EXIENS DN5 SMALL 9E 57AKEID FOR LINE AND -GRADE El A. SURVEYOR LICE NSEOI IN-Q�AZHINCilON STATE. AND CU7 SHEETS SHALL EE P1ROVIDED TO THE CITY "I CIA TO CONSTIRUCT10N. 22. ALL NEi00ILY4 157A,LL.EC AND 14EWLY-REHMILITATED �PUSLIC AND PFtNATE) STORM OONVEYANGE 5V5TEVS 5HALL EE INS PECTEU BY bAE.AN.5 OF REMOTE CCTV A.CCO TO THE CITY STANDAR.D PLAN 266.00. CCTV INSPECTIONS A N 0 REF'(A11S SHALL BE SUBMITT>`D TO THE CITY PRJICA TO RECEIVIN G APPROYAL TO INSTALL PROJECT CLIRBS, GUTTERS AN,FD,'QR PA4VI=M&NT. 23. -ALL STORM SYSTEM AND CON NECrTI)JS TO EXISTINtiNG MAIN SHALL BE TESTES} INNACC C RDOXI- WITIH SECTIACN 7-04-311 } OF THE YMSDOT STANDARD SPEC IFICATOHS AND IN THE PAESENCIE OF A REPRESENTATIVE OF THE CITY. STCRM1 ORAIN STUB Si SHA74LL EE TESTED FOR ACCEPT ANCE. AT THE 8AM._ ToME TH1E UA]N ;TORPA IS TE 5TED, 24. FOR ALL DISTURBED Pr=PA46U9 AREAS (MMPACT€d, ORADF-CI, L ANGOCAPE€], ETC.M OF THE IDMIEL-bPkiENT SITE, TO MAIN I AIN THE MOISTURE CAP.AfA7W OF THE SOIL EITHER STWKPILIE A N0 REUISTRIVU_FE THE f KI4TIW 10LIFF L4'fIER AND PIATF E T0P5Q1L OR MmIE NI] THE `0k'KTH CQ 41IRCKST 04 AOrORDAVCE WITH 5TA31wIIahA RD PLAN 25 1551J1A4JWE 4F THiE BUILBINQ ClR' CQN15TRUcrHDNV PER IFT5ISYr THE CITY DOES INIQT RELIEVE THE APPLICANT OF THE 0ON+TrINLIINU LE i QULI15ATION , AM "OR Ll AakIT'r' ICON NECTEID 4h11iTH STORMA 71ER 015POSAL. THE CITY DGES INOT ADCEPT AW 00UGATIONII FOR THE PROPER FUNCTIO] XN0 AND MA IN+ITENA.NICE OF THE ;ST1C.lIRM SYISTEMA PR0vIDTED DURIN;1G CONNSTRLJCT10N. . ADEQUATE SAFEGUARDS. SAFETY DEVICES. PRCTF-CTfVE E0UIPIYIENT.. FLAfiGERS- AND AW OTHER AGTIONNS NEIEGED TO PROTECT THE LIFE, HEALTH, AND SA4FETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SKA,LL BE. PROVIDED. ANY WORK WITHIN THE TRAVELED RII"HT-DF-WAY THAT MAY INTERRUPT NORF.IAL 7RAF FIO FLOW $HALL REQUIRE A TRAFFIC CONTROL PLA N AJPPROVED 6W THE CITE'. 4(. TION $ OF IHE VAaD:)-I 5"TAaIRtiII ARD SPEC I FAC AT 10 NS 1-1�0 TEMPONRARY TRAFFIC CONTROL SHALL APPLY. 77. PRCIJFr TS LCCALTED WITHIN THE GITY'TACAJIFER PROTEQTION AREA [APA0. 5JHAL.IL 474DWLY V TTH 13PECIAL REQI EF-AF NT 4-6 dD} THE i*�NnfiN $Wjw t4MI�.AQLJ'IFER F�I'TEITT 10N REGULAITIOHIS 4R1KAlIC 4 ). 2, PLACEMENT OF QORFACE APPUIRTEMNIDES fC.ArrH LTASIWMAN HOLE LIDS, GLEANNOUTS. INLETS. E7C � ICI THE STREET TRAVEL LANE WHEEL PATH. INTEIRSECTION9 OF BEET TRAVEL LAN EB, HIKE LANES. 31DEI,WAL. . AN 1) C ROSSWALKS SHALL BE ALV(NDED WHIENIEVEtR POSSIBLE. ANY SLJRF.ACE A P P UIRTEN,NNGE PLACED IN A, SIQE'1 AL IS OR CROS8WALK SHALL BE RTTED WITH A NOWSLIP -CIR NON-SKID LID PEP# ADA PEQUIREM ENT& 1 2-91. CLEARRLY LAB EL PUBLIC AN D RRIVATE SYSTEMS ON THE PLANS_ PRIVATE SYSTEMS 3RAiLL BE MAIN TAINEEI BY THE ASPPLICANT 130. MINIMUM CCW.FI OVER 5TOHM DRAINAG E PIFIE SHALL COIFCIRM TO TABLE A.Z I A2 Of THE RENTUN SVJDM. 31 CON+ISTRXTED F ERWApLE PA MEN+IT 5HAILIL 0E PERW-AID E ENI-)UQH TO A3050R13 WYATER AT A 411MIYILOM RATE. OF RQ INCHEU PER FM R IMINKUTATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CON11TINUOI.aSLY FOR AT LEA LS7 10 MINUTES. COMPLIANCE IA'IMTH THIS; MINIMUM RATE SHALL BE CHECK KED PRIOR TO COINSIRLPCTION A PPROVAL.0F THE P &VE M E h 7. CaCMPUlANC1E IUA'Y BE C HEC K E D USINNG Ak SIMPLE F J CKET TEST IN M ICH S GALL 014S OF W-ATERIS IIOURED ONTO THE PAVP-M19NT auRPAC E ALL AT 0NICE. IF- ONLx A MINOR AYPADUFNT 0+- viATGR PCINOS OR kUNS OFF T'HI= :SijRPACE, THE THE PAvEK&NT IS CONSIDERED TO ITT THE MIN061L1M RATE OF , RFTION AT LE,49T ONCE TEST DIAL , 109 OMMC79P PER t.DW ,$QiJARF FEET CP PERMEA W g PAVIEMENT. IF 7FUS TIC-$T 15 HQT OONQLUE. THEN+A r.MOTHNE'R TEST PER ASTM Cl 701 SHALL B€ CON« DUCTED FOR LARGE AREAx5 (E.G.. PAR ARIEAS� TESTINIG OBSERVAT113N MAY BE AAGC MIRLISHED 1M1 WILE VY-A4LKING BEHIND A$ SLC LY M 0,,.- IN, G WATER 7RUC K DLIX HARCMG WAITER A+4T A PLATE SIMAIL R TO THE BUCKET TEST. P1ERL11EABLE PAVERS SHALL BE TESTED NJSIN,NG ASTM G I tat. GP f .� PUBLIC W€7RIC5 SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) sulwetm RV SON DES SCALE MR DWM CHMM M R ow IHCH AT FLU SOME BA IF HOT ONE NCH N0. REVISION BY DATE APPR AP w#w. SCALE ACWMNOLY BA VSR - MVD HORMOIRAL: WD 1D83 1N7 DATU M Ur4LLK 0THURWI5IE NOTED, DIIA,1f ING 13 NI]T TV SCALq 1413: STD. PLAN - 267,10 w- Martin Pastuci1 /13/2020 R-417307 P. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA sa► k' DEVELOPMENT ENGINEERING � Surface Water Enginering msippo 05/15/2025 jfarah 05/15/2025 '' Dl s�VA L rGt 03-23-2025 CITY OF RENTON Planning/Building/Public Works Dept. SUN RI DGE_TOWNHOMES_11 DRAINAGE -NOTES DATES 05-20-2021 - FEUMM MR - C-7 7 OF_37 H H T N U O N Q J C/) Cw G 0 z 3: w 0 z D C/) U LU __4_ ree rcn L• pw.Pnn+ncvlEieP 1 v •' V�, iLIiE,E FE f / Y I � �1 3 l IeICT10R lYA seq 1F,re 1 ' [IAeIFI �w':NE1F As!.u%IrH,R,a ru G lW.p P•E IrrPa islrAoft e llwrTE P WArq•+r slp l4E.1Li•" PIAx VIEW I E. p,11 a I4WA HM[1N MAi r.�0o.r1P.,a"1�wA�pArwe rHowH=rs- [iT+aET FFL,IAN wa • "¢�+i f, N4 NEE Mill 1,7m .l 5ECIXYd aME. r� it F+ALi4+'iH inrn IFrn � wJ 11d r[AR IN npAArgF o&4 wttra �FRI! T ' wr,rcr.rwtl�nvr-a-u•cw-oPEn�AF•r.ewra.nP: T• 4-Y�i sutn_•. y p} T Div R 1H - 1SCA& FW VIEW fRcsNr.FLNTIaL IARTHI aLIFF1LTiI For NOTES STO. PLAN 1C42 MM. PLAN •- 184.3 PUBLIC WORKS f EMENT G�NCRETE DRIVEWAY PPR 1"f1 rL�TF A QEPARTIdENT ENTRANCE - TYPE R'IB l����T ixx7- 2'AN SLOr. 1jp. SEE DIETCL AND NOTE 1 1 1A4' lt10 � I SOLT•DOVM 3NLOT 13 TAIL — — — SEE NOTE — — TOP WDLETTEFNO ' I S s ISOMETRIC 5- 2a- =r r T OR g EQUAL SANIZE3 s•ED vwEtl 01` P1. I a mr M%& T IIECTION A STICTHaII Y NOTES! I BD-743QURF CAPARILRV 0 NECKUBEp OHALL FRAME-r5EATF-J. Alel QVVER9.'lI N.FJ79 PTHr. T 159 UPIRr AIM. PREY" Two LADLES IN THE FRA/AE TROT ARE VERTICALLY AL KRfm N" THE GRATE CAR COVE R. SLOTS THE ri UC" ILL ACCEPT THE 55T-11 PIC•Y-ALLEN HEM GOP 2GREW BY BEING TAPPE D. OR KITH ER APPROVED NNEC IWNISM. LOCATION OF HOLT-DOWN P40LE9. VARIES R4 ICAPI IIFAGTURF;R. 2 FIEVERTO 5TANOAFHI'S'EC FIC.KTION S-1351!{i) FOR AGOI!11 11_ R5QQIREW§W1 5 S FDR FTIALE nETAIL3-9ff ST1W []N70 PLAIN e'OI 6G .MNFN3 TI-ER'WU E OUT Fa• RRAIUNQu I S OPT ro 9C,LLF;Nisi M. PLAN - 204, 20 PUBLIC WORKS RECTANGULAR VANED GRATE A DEPARTMENT GPLZ 9/2812018 1 GATE erg,--9s' r CEfr�d GLRTER rsp RDTEEI CF.IEhIF _ r,rs, Rar___,Fn MOP"ff-EG BiCETMALl1 .. /' SIDEFIALK CITE 9TAM11A IEEE DE FA0.17F9 rTEEiJ TYPE UM - IC Gl* QQM r C.I� TLL'1UFF NOTES 1. When a driveway wkilf, succeeds 15 fee., corlstad a WI dep',h terra enpanFlo" Jura wah'am" Jain! ffW amFq{ Ma O Meg FAQea OPrs Ciao Sid. plan 102), Cansb0 cl exparrclon Jdr�iel wIh Um ,EE — - �N1OS deE 11FFAl ezg�' B11 rHR ' DEIl1gr]Ine>se IOI}ILVed e! 15 mo[Jmum ep• dm W&M d'vo A8y [-prTlctTdLL �+T >, r- LTA _ z sea Old. plea 142lof OdawiIldoWs. Y __j: 4 ` S. Curb End 9,7ii8F EhIPA71, other curb de5:9T$ Tn3'J be apyd$ed. `.Sao HIM, plan 101 far curb do=a er 4. Mod used. 5. The englneor 141I! design all dd6,l5ways to lrld.69 6 llama E WI lei olp Oldwy LnrmroauL KOWI oA pa*ft marked wAh Eylrr xt ")i•. AT Oe Ir xfn art 9L Um bnd[ of ia.lA.F.IrA YlL1 pEPIH DERRES SED NONCNJn11C CURB ■ 3U. TER L& TU- uJ16 wp m Qph1 sf[iD_ 4 N21wad T For pds'ewayWUJm *m0RNEWAYSTANDN ASS See NOTE 10] The EDWartsion jd'AT15F (we xd plan 1O2j 3WI W spend as shovm In the carrespandi nq fannl[FrI IAIew- S. 81wm OW11 ygwp IT wth aeC,ipna 11343 I d R3022 a _ - -- - FAd`F OF ADJ7'u�iu717JRg R303 2.3 of 1heRaviW Dail G,tidehm for Aceraaibk Pubha Aighta-mr' Way of Nowunba M. 205 CP DWAG), I � I 9. Cufb TgWrps fflr Eny Type FLIAI7C Qr,YeArNa> mry W jWprqw0 a y 7 --GVn6R SMFAM e SA9•rQj1 +E9a beiM r KI STREET 87ANLDARDSmRemian Municipal CoOm JA-NCi f•R - - TrTJe IV De Je D-man[ RFSuIWHu n5 - { t1AAPTEFL d STREET AN 0 6.711 LIN STM DARDS .. S Ierl4.6-01%5"CTT STAJNDA A06 DEPIRr.95E17 CURS DETAIi A T REE 10EANTIAL M CGLrMEFUNUAL DAIM AYS, ArfQ ALLEYS DRIVEWAY SPAN!)MLOS = ALE WT Munidpll Lode 114M C) TKIe V OeveloRR Ent AeCu dkm DIi VM E)MMple! TYPE C1}1k CHAPTER4 2_RAyficntld P�Da7NYdril CTY-WIDEPROPE.RTYQEVU0Ph1#NTSTAA,IC,ARO5 kftr WtA'1M,-- _ Sertlon 4•4-= PARIUNG, LOADING AND DF;F FWAY (OA";Lim wO Hand il REGULATIONS RA.0 fwtPler MAW elnk-RCRre Or M. PLAN- 1G4P, PUIRX, WORT: CIERMENT CONCRETE 1pRJIrEWWAY &fPRO11 1. ' DEPAM IEN'T ENTRANCES - NQTES AN0 IDEYAILS RAISED CD -GE DETAIL r S dEWA1Ll4 LEVEL �J ice- "7frDSIDiVIFAiKIkwWLASE 1--T 1 -v *,Ir (IN IPRLIVOLD C]�M—FFIIIER I ONl.9 I _" KIT 5 TO*4CLIA7E RAIScD ETOT TYP0VIL YVHLRE A1PPLIGPOLE ROLL D:Hf3 A'3'AA - ` i 1 fA7{IN11i(TIP.] P6kdUIt11MIA:LA ■ ° L Y ^ SLE STO PLAN 101 MMGIROALWAAY . e . rF L• • � �-: 1 - �RL1S1�E{Y Ri1��i FLL3 S9- FLOU d EDG: + r 1 4T LTYFTGAIL UN D ETi V. r Sfnf1Y'A1K f]1ETAJL • n,$ C:RiA6MEb9l1NFANL^IhIQ 1DP COURSE: ICSTGF Sillm LIi WPACT TD 95X UCCNtIE, FIRCI-I0= ALL CLFr kIR ASdiFf RAISED EDGE EuMLPAS11E51PRINdE aTWuuEDffi SLBf• ENQk%EQI TYPICAII. UMRALL CURJL 11Y{INSR (E'fFj GU`TTER9EID OLK C=Uf,ZSER all , vettuReereTwCURbA GUTTCIt Toes ir TkO:KN s f]H 1.6% MALTCH LIGETWO R'UPIUWAY CFLU4 HEQ Rl7CK dL i ; '. - SCi STP PtiAVr 1101 DMK, McCli MR 18 GREATER (1 M. FM 11Tri ALL CJ,WE1 B CLITTEM F FtNlwd GRINDS I•I�E'LU`AY A 1 TIDF OF MKICRETIE ISRFA.CF_ t - IY' r51DE5YALil ADJACENT TO CURB _ _ _ FAIN 0R1DGC OPLF'FT3[STR'AN RAAIING i i] ARR ER - SCL S Of Sn AAI R CLtKR RAI('T PLaALS 11T LIN) R rIYP i Jl 1� FLUSH 1 v� T.rx VIER T1C L WALL - ITT GEE DETAUI. F 7 f' IIPky r'RLWALDED JGYI role ADJACENT TO CURB AND FIAuhr, OR WALL FOR EIQE TRICATMEWT VIDLWEUpFtii al RIP ,vlA; "Kur"C_ SIL)FWAYLK MENDTL EW BNECTICM ' y ,sal rTtir 1 1"ANA t IZ, LIN R 1T7R I y C l 1 I14% _ � Vu FqR CURB ofrl4ns A4DJAJCENTTO CURS. SCf 5713 PLAN IC (SrITEPfLL1 S opps3 �H ALL OR SMR.PR BtDMALM Yr SM PL Te PREIIEd.DED JOINT FDA[q 51PEWALKAWACENT TO WALL DETAIL rOq CURS REIAILE FOR W RH DETA" nip RFD PLAN 101 1_3%►Ar4 SEE 510 PLAii "I ow rsrtcrl EYJSTIHIG s • +-F4017016100YPI. } 7ROW-7.1,ED PER yIETER 1141 '1=D GRADE IIINI BELOW TOP OF QONCF4M [jf suRFAcrITCIA PLAxTINA-ELuSH IPPAvEri 0 � 1f� • iu•' f�} / GEM ENT 40ONCSET L CURB ADJACENT TO BUFFER STRIP { F h }CufkHAMU Gu1TER.S-IOLYN .� ` �• -,.� rC4tCII9WO11A413 SEF SAD R AM i1 m +• J r INS" to LW NOTES 1. Four iC01 cif the 51dewGlk hridLTl 9heA � XWA ACN)m .rD1MT r .• 1P F to the Mn i rll Urn p*d ca lr'iEn a—lblovuv -AJ::frmofwonIC81 A arld h0rizc al D55V mans. urBtyhg3, ca-eas Cnvprs6, 1JEnI.;7n O0�, Cab14 PuQf VD Li1"S, I BoxeE and OCtl oppLLIB na nces wflhln Me siderwalk R1u5: bellush -M sv fow. and rna1dl gTa�+v ref tjw �ldeA9alk. 2. MSi• nl'1 U41 CCBIEtI ran CF cle Cu rh an'J Sid rmII II ITot MYinittld In nIw11 wo%Ansoimm, Wren reolammlM1l1'1 N RfiMItokelA MtrpolIthIc Ccrn=d CCM cr TLe C Lib hand p fr W500 T Stand;Ird Pin F-36 1043. a. Gonclri[ to he 4rDDO PSI. Fur other reierercad 140'MS see STO PLAN 1042. Pavad Aurfaras must roerply with 5TID PLAN 1Oz.1 as appliimw ' IN 01 DFWALA CNL V •�'�h rULL-DEPTH E1G+AlA91L1NJpNTIN fIiSTH • CURB ,4D STEWA& ME STU PLl4 ]aL11 3'E• C CONTRACTION JOINT JOINT AND FWISH DETAIL f } r+ ' �•Farri: �Q mem • 1r jorfr FILER K FULL-11PEPTIH EXFAN51ON JOINT PUBLIC WORK: I CEMENT CQNCRr—TE ORDEPARTMENT SIDEWALK —PREPARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 E N G I V E E R I N G FAX: (425) 658-0923 EMAIL: benonstey52@yahoo.com NO. SIrD. FLAN — 102 f I• REVISION PACE OF CUM b 1N'!' 1' trrR F y rP_ 10y L + TOPOF 1 rr 1L ROADWAY I T m T CEiNENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF AP J AGE NT CW4 -65IL'F— FLUSH WITH D LJITEN PAN AT SIDEWALK RAMP E HS FIANCE , :2 1r7i TOP OF 1f7' R RC14MAY rV 1 DEPRE55EDCURB SECTION AT SIDEWALK kAMP5 _ 6• _ CEMEN:CONCRETE TR-Ti 1_R 8Id€9PALX 4L0.MP V 1�$ OR L%NOIK5 FROM 4 B-TOO I T 3Ar PREINICLDED JOINFT KILLER CEMENT CONCRETE PEDESTRIAN CURB AT SI DEWA L K RAMPS AN G LAA NDIN GS FACECFAOJACr= GU RB B I rl SEE DIRPRE MED CUR 51 DETAIL THIS SHEET 1.ZA Top or r T ,• SR" R ROK06YAY DEPRESSED CURB SECTION AT RESIDEK T IAL ORI VE WAY S ONLY. PON COIAIUCRCIAL ORNEWAYS SEE STO PLAN ID4.2 FAGS DF CU1t0 e v2- R1Ar 1- �..[ IA•R - - I" R FACE OF AD JA4ENTC1JRBI 1 r � i(aPgF 7— RORDWr•^ r Y >-•P�F GUTIER SURFACE 1 F � t. a.- PFiEMPLFIED JOINT FILLER E FULL,DEPTH T•R - EKI ANSIDN JOINT i, ' R CEMENT CONCRETE TRAFFIC GARB DEPRESSED CURB DETAIL AT RESI DE NTLA.L OR C=MEFWLAL PRNEWA n. 4W V 1 En 0 ENERhL NOTES See atenua rid PLAN 102 XW 1111 1 For L t1 aA`dPSI"_A• aW QOBtn Mon pnL"gD V]. 2. E"an1Ap pm, Thal Bemeapll 9Vlr CR,_I premoldedpine n11RY. 3- PGrD ed F. WORIKil: Dfflm u y Curb d GNier Scorn, sin SUMNO Plsn 1134.2 5M_ PLAIN PUSLiC waRK9 GElIfIJtrNT CQNCRETE CURBS n DEPARTMENT � � ! 74 i 5EE STANDARD PLANS 110. 119.5. 119.2 AIND 111 FOR PAU@AEHT I RESTORATION REQUIFIELMENT9 SAJ Fff1ACE AEE..`t b FIAT I bM AA 01CCIFIED MI 40NSRA4TPOCLIME N715 i 12•MIN- F_AcaGTING PAvEMENT SiJP5FACE G MEN. SE NOTE 4 ____..----i HEAL LINE TRERCH 'GRU3HEDSU RFACING TAP COURSE' PER WSOOT SM SPEC "N.0(3)- COLAWA= T6 9d1'N 10F MNa_kiillUM OFNSTT4 'TRASHED su WAGIN G TOP C _LURSE- PER ChM TT STD. SPEC 9-03.9g3), BfW K RUN GRAVEL FOR TRENCH &WKFILL'PER wM07 STD. SPEC Ed15.13,-CA 'GMVEL bIjrd0w MA *,,kdT STD. ShEC9.[LT-1K{11f, GNDM PAGTTL TO SE$-4 CIF MAXIM Lit DEN$IT'I` BE NC N F 5 HE E PEP FOR SHMKCI SY5TEM WHEN DEPTH 13 B'OR GREATER PIPE PIP@ MWE BEDDING AND RACKFILL i PER SM. PLINKS 22d. DG AFNO 220, 10 SEE RUSE 1 yAryPAYEG AREAS PAYEP�AI .. I NOTES: I, a5E WSDISTrAP*A STAiHLPAID S PECiF ICA7117rca r,d-CTII}N i-09 4 FCA MEA9LRRE WENT OF TR EhLpi LIAIPTH 2, UW&vATIU K5 0V%R d' DEEP 5HALLL UawLY WFrl I Tte SAIPF�' srAwwlTty IDES CJRIBED 19CRAPTER 2W1561 ART H OF7HE WAIC- 3_ MAXIMUM BACK FILL DEPTH ARCIVE PIPE SHALL NOT BE EXG1KEDED. AS DETERMO N ED 41Y PIPE PAM UFA4CTURER. v. ar PAvE71J1FA5. IF PIPE NAPLESS TRAM] CF Ct711ER, LASE CFLuSF1E0 6uLrFAAC1NG i15p bLk1t3-FOR 1FE £1N'1tiNE Ea.CnFn1 LEpYP1 AE3trrE Prt1E2�NE 5 SEE CQMTn%*-rWrRN PLF 51 For? 5F>„OlFK PR IDAECTHe13LWEWN75 W! E55 OTT& RiL'uE N OT F D, D R A -WINE IS NOT TD S CA LF. { KITS) 5TD" PLAN - 220.20 PUBUIE WORKS [PROWD. x.R. DEPARTMENT TYPICAL TRENCH AND BACKFILL GAAZ 9I28Y2018 1 RITE Z__ M �= _111 AIM SCALE ONE INCH AT FLU SCALE IF Wr ONE NCH 9L+ALE ACCORDINGLY VETr11GAl- MVD , HORIZONTAL: WD ,583 1N, DATUM FRAME AND VANED ORATE �1•, r �•, r-1r. aRx• ONE ag W 00PP FOP T HE15 HT rKREMENT fSPACEO EQUALLYL SEE HO TIE 1 RECTANGULAR ADJUSTMENT SECTION 'Mm" EACH ME 43 EAR Exc4i WAY rRECAST iiAM SECTION "BAR HDI F 41 BAR 9AG4 tpNHfl? 1$' NEN 5EE NOTE 1 ALTERNATIVE PRECAST EASE SECTION PIPE ALLOYMANCE9 MAI MUM PW9 MATERIAL INSIDE DIArAETEe FAMFCACEL 9R PLAIN CONCRETE tj. ALL MITAAAM Ir CPIEG. 2 STTI SPEC. 9-0631 S&L.ID WALL PVC, SIM aa6C g6m.I Ic } 13, rRPF'" WAIL" 6:G 5T'EEG 9495.14f 1S •CGFF,LIaAYf oPCAvp rvtXNf 9Td1N U ER PIPE 1 AS ACCFPTALAE AL TLR No. rINES TD FHE RUMP LHOWN IN THE PRECAST WE SECTION FIBERS IMAGED IN ACUQR]ANfO * TH 5TANQA1* BPIF ICA11PH "5 50jRIj L I LIW RE MESH HAWING A MINIM 1,1 AREA OF B,E SOLIM ANC TIES PER FOOT 5H A ILL BE USED PVITH TH E R NIMU M R E QLN9ED REEAR S11OY N I li THE ALL AT NE PRECAST RASE SECTION. WORE NEW SMALL NOT EE PLACED IN TIRE 1(NOMCLITS AS AN AittEPTQILS AL.TEA!'ATi V 210 THE PO"R SHOWN IN THE RECTANGULAI1 ALIJL[S'WtNT 6LVIIdM, WIRF MESH HAYING A MINIMUM AREA GF 3 li $QLLAAE NrIHEB PER LOOT MAY EE U B E O 1 THE KHDCNGUT DIAMETER SMALLFNOT BE GREATER 7KA142r. KNOCKOUTS "SHALL KAgE h WALL THIQKNBSS Df7' MI NMLM TOy A' MAxuN km. PRGVI DE IA, M IF,ILIM BAP BE MYEEN THE KROCIE1%1k WALL Mlp tNE pPiBl[IE W 5HE FTN,. AFTER Tl1E PI F%Ti 1Klbi µNPR FILL THE GAP WITH AVRIT MORTAR IN ACCORDANCX WITH STAIN CLARD SPEC IFICATION &UA.3 '3 TIKE LACNIMIUM DEPTH FR DM THE FIN SHED GRADE TO THE LOMST PIPE %VMT SHALL BE 5 FEET 4 THE FRIrA11 "^ CRATE ILIBST' pE IN$iKL,LfQ 4MTH 17{E FLANGE DOM1J. 5 THE P RECAET 3&9E SECTION MAY HAVE A POUNDED PLOM. AKD WE WALLS MAYBE RDPED AT ARATE OF *;NV OR STEEPER a THE OPErNING&HALL LSE M Eh81AHED A T THE TOP OF THE rgfeAsraAaF sfcrlQK 1 ALL PICIWP HGL.E55 NAL1 BE 11 ROUTEO F U ILL AFTE R THE NLET HAS SEEN I'SACEO 444E 0110 rTYPE 2 FOR 1 OWSHRIW APPLICATWNS IN ACCORDANCE WrrH 5TAW DMD 5PECIFICATION R-20.3(2) it Ar r L'AADE HJNGS AMD CASTINGS SHALL BE SET IN M ON 1 AN N AGCOMANCE 'hirH BTAADMD SP E C wlI n0N l.da j TI-VK P Y NORTKR r4 FISIMP AND CTUT$QE OF ALL JDI WN. RINZ,3 RIBERO. AMU FR "ES 9 M ORTAR SH ALL BE D Iy D AND AFPUFD PER MM UFACTUREWS DIREGTIO MS lu FRAIAk nw BE ADJUSTED TO PAVRmEIIT GRADE Br TAPPIN[ UNTIL FRALRE IS FLUSH WrFH PA%MM:NF A5 Mrr, RNMED Wrr" A STIA41C41T EI79E 9F AlrFF1CRHr LENGTH 1, All MORTAR "NTS SHALL RE TRIUM ED FLUSH ANND RENKai MF. &LE UPON D1AR€TICN. TTLE WORKSCATCH BASIN TYPE i >7EPARTMENT rA7F 11PA41N FRAW AN P VAEEG ORATE PER BTQ. PLAN 204,90 R I CTAMQULAR OR C5iC11 UR AMUSTM 1 N T SEC TIOk CTWO 9&C rIONM MA I WORTAK ITYFJ. SE€ MOTE 5 4' MEN. N•Kgg 1E'AAAX- FLAT%A6 TOP Is 54'.eF•77 90%IM OR 1 Wo SEE kaTE A, TIP. Y ICAO FOR NRrFTEKARGE 6T�5 OR - vL�R • f 1•MH. 1' 4 _ 2S LIA.i. F REINFORCING STEEL, (YIP 12' TT ANAfC •. CFAVELBACNFl1 RANPIRMNE _ 1T SEEMING PER �v 5TB. _ 9Fg[I FICATI ON 4kn TION B-47 17[31 8 F• WFARATE BASE IKTIZORALBABE FREGIST FRECA3TW`TT1 RISER NOTESF 1 NO 6FEP5.ARE RE 121fHEP WHEN 1405FT QA'RR LESS. E. THE EOTTQM Of THE PR E C,45T CATCH BIASIN RAY SE SLOPED TO FKCOUTATE CLEAVING. S. THE RECTAhC L4AR FRAME AND GRATE MUST BE NSTA 9DWITH THE FLANGE DOWN. THE fFMMP MAY BE CAST IN TU7HE p0JI15 TMENT SICT ION. A IMOCKCUTS 911ALL HAVE A WALL TWKC Z_%OF T MII#ALFMT02-5"UMIFAJN PROVIDE A t.S NINILAUMG.AP BETWEEN THE PN01;KOLIT WPLL AM THE QUI-SIDE OF THE PIPE. AFTER THE PIPE LS INSTALLED, FILL THE GAP PATH JOINT PKMAR IN ACCORDANCE MHTH STANDARD SPECCrATiON MLA 5 ALL i ACE RINGS. RE*". AN t1 CAMINGE 9NALL EE SET N rpRTAR INA{DOFDAIN CE WITH STANDARD $PECIFICATION 6. VWEN CONNECTING TO NOW PIPE. u 9 E A FLEXIBLE CG N NECTOR JKOP •4 •SEAL 6007 YA1H CC PoR UGATED PIPE ADAPT ER a R APMO V6D EUUALI. PAHE-H CDHN =CTI NG TD MI F_X19 TNQ PIPE USE AFAEFRI ATEP _ G COLLAR OF THE BAILIE MATERIAL AS T-HF GQNNLS1111a P1PQ N DRTAR SHALL BE FAILED AND APPLIED PER MAIAKJFA,CTUFEA'S LIREC11 DNS a. FRAME SHALL 9E ADjLW 6D TO PAYEh1EtNT GRADE 9T TAFhIHd unFLL F WMf IS FLLFSH m1HlSRVEMfALT AS DETE;A pn W itH ASTRAJC{1T;DIPS NM SLIFFIcaU NT i EHgTH 4. ALL MORTAR PORNT9 SHALL BE TRWED F UM AN D- FEM k* VL416LE UPON CANPL.ETON. 03-23-2025 CITY OF 5R RENTON Planning/Building/Public Works Dept. PLOSL IC 1N OR ASS DEPARTMENT GAZ 9f2afzoLs LATE CAT" BASIN DINENSIONE CATCH DAM Na11,1ETR MRL WALL ----_ IRE. EASE MA%IMIAM TMIC 'k KIN IXfT 517E I I IEIIE V*TANf CE BETME,PN RNBMOL" ta• r r w• B• Sr 4.F' r AT a' W_ F F iF E, yr 6' r 0d• 17 or T TV 72' 17' Ge' Nr 17 1. IT i AYI^ e[1- Ty 9E7 12, 1 AA" TZ• TT 1DI' 1T FIRE ALLOWANCES CATCH BAHIIF oIANrBTEx FM MATERIAL MM YANMR IN I BE BMMETER rFrlcrTF ALL NFI=_'rALLL cPsar' WALLrfeoFKE wAu PIG' il' A'R' 9P Pl' 9P- M, W 3e' lG•60' 9F 42' S8' 7..M; 42- 1.✓'1. NN'W ew ?2' W 1r 12IT OF BP LP AV 1. fAf W SC_ ED, AR' w ' COARLIGATED POLVETHYLEKE STOW SEWER PIPE ISTD. SPEC_ 94MA 'gI-D _9P'EC 9V51 WI 1I Stu. SPEC. 1.95 1212I CATCH BASIN TYPE Z GAS 9f231�iJT8 I WTF N U O N J 4 H w O R-417308 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING w r 1� msippo 05/15/2025 ��! Z D avEs SUN RIDGE TOWNHOMES II 05-20-2021 FEUNIM - U PMR - w DWMM ia, DRAINAGE_DEATILS C-8 0 AND NOTES SHM OP — 8 O F 37 C'7 T- I I LU I- C / SLU 0 z 0 O- wl 0 rr z D U w 0 rr n i PJW AREA AC�SGIY.IFIOIF 1A1 TFT 2F' BClT 1.0GICOU RVO AM iOVM FM 5I'D N'LATO M4 W MD 2"SP Cufi81 PIP% FL�'1T tirYw SERE NOTIL 11 IrYPI -16 I I SR"KFFOR i I I V" T9 &MATT ER rYWPL YFXTIAIKN PM irwI C+TLOINL Tgl)11.M W PF ROCA AMA !lNPTEf 6A,Y AI�IIL AI/FALI I I I I I+LY'TTI. u� 1N I.W OF TW ASH{ I I I I M,AN VIEN L�-JJ F1fAll11 W+wT[L AA[A RO.Af]ialp CI MfRS M"Ur D TPAF:1- MIA LPCJOA® 4UI.rS PEN.ITR rL,uNs,Olu IQ AFE} BM W Aq cL as man PR 1S'ISAfI _ ITTMrl:/aLL F. PAAUL z'A1w EWER ,.. LL ILAMIAL !YF OVERFLOW 39-57 �y E MNFLUWILty9N ." FILMY T wa Fr DE LJ rNw SCTT E 801E , 11P I FIAI'bIRIL�6 81b'8 ~~ on U1OOER �- ........ I g= 19 .1 �. Fif115 �,�,T +r r RED&ENT STCRANE CA/ACT-10 LYF Outall RNLI �' MUT LrIL = PFY®xi81 IDO. VA.DISSIQN FUDIN I y yIN � LY Agli- 1, IT" I NOTRIII A I TM 9 OFTAL IS ■ SGWf MATIC RE'PNESETRRTRiF1 ONLY ACTUAL CLIIIRDIRAT04 VAL VARY DIEF'END BID ON TPESI FC WTE rOkOrTL\FAR AND'AMIEJAL [WEIKUF CRBEMA 3 *RE rwl P WAT TALL CE ST W*tA S 9TEE�.'klnw�EP 6+�Ei fr vAL +LL.�R6FE✓B DDRO 9 D %W t GhS&IET 5Y$ rN TTIEwTrQrTI , p rrl =. 7 AFL'juIDE M1ATEA S�TljFAT AI_L�}�1 yta10E COT61'R l.{TbM.UpI1Ry PILe[E,L$T v1y,ILT'g yµLL YMv[AP[R,yL(-p Rh,IBSER IJ�gY{T 51'S'+iF1 4 V4LLT3 -1W WICIL MUST 13k REMONA&I LILTS -1 AWCI iIhAw AtEn YAut T 3LC r1EWB wy ViEm FE_ 311RUCTIAkR bit" IC A1+D04 T6&WIDI T V L I FIPENINIS DAM MAN VAULT ALIERMT WIRY AGGPM C.M L•_ PRON113EQ VIR A, SA] L VLC TI wILE.N IIJ' UAN. R ALL uwLIA Auu T+K"Tpw SIR QF&R ACgg" A71r F IMVAOLf6uIN15[0 THE 1IA1i0°ALML I[NEFI !WAT kff ItCeATFO CaVIVN T.R F1AklYE L L1W A. ALTINAMFTIVhY OA PI h49TAMIk"tt, i6pEIN4'>wLRyMfj,p C"Fa LH,1' K FNC7TDII1:1 IPAC.W3 GAP YIAIOC&A CVA FOS SHUL K 12 N FT. W42PUM Q Eft 13 "iLrTATI F1611,17.'AL CF >SALMMY L► IMFQIIA1w A1A46";&05 NEED OFILT K 1-ROS� A THE UvrLET PIS Me *LET OTPE. I 4WMUV DIAME-ER FOR AIL F.GGESS 9PH1I1D G IFuutsI. E1 TKNIC VW09EM MV 90 DYABLE PAN°EL5 IS ]E mo-aG I V PLUS PRMUIKI MRFLXE ACCERI€AT T2 FOOT WA INN NEED NCR PER? ff Vf"!_AfrtR P ..9 L pE G0.iT DR i1 FfiMIIE C,ZWE RF0 SLR CE'HriI C SO r1.A} YAmEALWii EE PiEn Wh . CAN KNO'.L FDR wENTILATIPH >m paq RAC40 OPF 4611110 THERE }HE W THE FROM TFIE IRON COVE I1 IQ THE FCP OF nft VAkL LACE EOfi }N INEIEI AH ACEEU *Tt+L1 TUK EWI VALE NI TOA Fyn i t -m W41. VR T1' NE ' LWMp&E RQ PO4.L K W tl ri..EN r.711N[C11R TOk WW wI'E-+10! A r LXI w1! it amAR n OF IKu"- rAL O JT 11.a. Ocwft1J ITW w1 PE.AGAPIEA uYl APFIlumt, eukAAL I *r ON GONNEC t*4 PC AL EAS7", PPE. UME A 1rAiMA7ED TLWD CDLLA A Ei THE 6"W WATEIEAL As THE ColadmTING PPE 5EERCNDTP/JCT'A7fY P LTFA Epq SPEC IFI[ PROA= REOLMEM131TS STD_ MAN - 23BAD C PLFPAR MEN7s T"ICAL DETENTION VAULT P"OV°-v. iors9�zva2 4fPARifiAENT Mpia Y-e-P . iQA7[ PROJECT NUMSER R-417307 PRxECr W-F SUNRUGE TOWN HDMEG A PROJECT LOCA70N RENTON STRUCTURE 0 TRVFd� FLOW (CFSJ 11-015 PAETREAE1dENT La01NC RATE rCPM1_S1) 2A GPMISF - V,ER ND MEDA LOA&V5 RAT r6PM/SF) 1.Q PEAK BiFA55 RFOUI'RLP (CFSJ - JF APRJCAB' E H6_ ICF - P1PE LH FA J:F I439FERAL ❑C9WiER FNLET PIP£ r 3K-5 PVC 12' INLET PiPE 2 OVU7 PIPE 390.1 NG 1z �F�ErREa TdFENF sro�LL T� rronr LVSCfL9RGE Ov ELLI rav 1 395 395 395 SURFACE LEND I PEDESTRIAN NOTES INSTALLATION NOTES I_ CN74CM9 FO PRO14DE ALL L4%9,, EOUPMENF, U47FRiALLT AND ACiDENTALS REQUIRED F0 OFFLCAD AAU INST.NL THE SYSTEM ANO APPJRTL7' ACES IN ACC1ORD4Vff WFH FNFS DRAIWNG AW THE KANUFACFURRS SRECJFICAUaVN UNIESS OFN€R&S€ SrATEt7 JN AS AUACK)NERS CONMA7 ?. LOF YL257 BE INSTALLED Oh LEVEL &SSE d4 kFA CTL RER REOCAENDS A MPNlMUH dy = ROCK 845E UKESS SPECJFIED 8Y FHE PW ECT ENgACFER. C JNTPACMY JS RE9PONSiNE FOR IiERIF)IIW PRQIECT €W41VEERA RECG'&WENDED a4SE SPFCiFFGA] QhrS 3 CQN7AWC70R FQ SUPPLY AND INSTALL ALL a7ERAWL CONdEMW PIPES. ACC PFE5 WSF 6E allSH WI ,N MN X SURFACE OF CGIVLVETE (PIPES rNMF iNTZOE BEYOND FLUER) INVERT OF OUnOW PIPE MUST BE FLUS'FI WM fJFSCMRGE 69 WYfl E00 ALL RPES SILWCL BE _'ZU0 VTERVGhT PER FRANUFACTURERS STArYaIRP CCMVEF77W XrAfL 4. Offi iTTOR RESPAZ(ff E rN CONTACWC COWECH FUR AC7TVA FION �y UNIT- A�WGFACTUR€R 5 kvRRAvFr f5 m'D W7hZU PROPER AGTVAPaY BY A CQNTECH REPRESENT17RE 5 IYERTiCAL HEDVT &WE5 AdSED OIL+ 5JTE SPEOF7C RECIUJREMIKSL -77., �� ADDITIONAL LADDER RUNGS [VN 5EF51 TO 7'1MIN. R6APANGE TO AW PORT19N OF FLOW RE$TRIC70R y ALLOW AGCESS TO TAWS OR VAULTS WISH CATCH IS FILLED YYTTH WATER TEE INCLUDRIO ELBOM F6.N RY ATERTIGFR r:PUnPLNg TNa OraFVIrmIE a Aun n � EL9W+FE8TR10TPR. Y I� tl J -r SEE D E TAIL AND NOTE 10 I l PILE AS SEENOTE7' �! -0' N1NI. r e Max. PLATE WELDED TO EL80LV WITH PLAN VIEW OkIFiCE A5 SPECIF140, SE£ FIOl6 5 ELAOW •RESTRICTION DETAIL ELFUA TPT N PRP -I '-NI -, 1a"'r MIN UNDER FRAAE680LQ ODWRMARNEE'DRAIfr WRi{ _ gAVSNENT RIM 97.1 1k°�•TsrERsra.Pw,em4"kANQ zo,.ea 10, YERMAL BAR CPATE FOR SECONDARY INLET MN. VERFLOW 395.1 ELBOIY F&STRICTOR, DE,,� RV SEE DETAIL AND NOTE TO WADHOLDS, STEPS. OR LAI] PET IMP PWIP. SEE 110111 1:E A D r SEE NOTE 81TYP I AN N. T IMN. fJ T- I v I • 'z • ISOMETRIC IE= 391.1 1 I mrLEt PIPE. 5{ E IM. Er PIPE NOTES 1 [ S Y INVERT AND MIN. gWEILR GA TIE WITH CO 41 RCL RM FM CL EA FIPUT)LARA IN )ROD MELT AS RR{ EOLGD ELEVATION PER PLANS FOR 4ERTICAL ALIGNMENT W TH OUVE14I IP SECTION OF 43 IPE ATTACH E D BV PE R SM. PLAN 231.30 GASNETIED 9ALO TO ALLOW REMOVAL T 12. MIN WELOED RESTRCTP R PLATS L0174 CFIFICE IRA AS SPECIFIED. SEE NOTE 10 NOTESN SECTION A T USE A ✓<IIMILRMI OF A W PILU.ETER TVPE 7 CATCH SASH. ]- OUTLET CAPACTTY ID�YEAR DEVELOPED PEAK FLOW i. METAL PARTS PREFERRED IQ BE STFINLESS STEED, ALLFCNI2ED STEEL, OR ALUMINUTA ALL OTHER S7EISL PARTS M UST GE 4-AL MTH rREATMENTS I,7, DR S. a, FRAME ANID LADDER OR STEPS OFFSET SO' A- CL EANIOUT 13 ATE IS VISIBLE FROM TOP. N- CL IMOODW IF SPACE 15 CL EAR OF RI SER AND CLEANOLR GATE. G- FRAME IS CLEAR OF CUNB. I. rMETAL OVTLETFNPE P9NR@OTS 74D CEMENT C411QRLTE Pn:OVTLET PvU N-HA%q OWQ9rH OP EQUAL 7P WKIIETE PIPE 1 D iE88 Imp 9- PAOVIFIE AT LEAST 004E 37K ODD GAGE SL1PF'ORT BRACKET ANCHORED TO CONCRETE WALL. ILA%I MUM Y-W VERTICAL SPACING). T. LOCA:TE ELBLM REETRICTOPI.St ASF HECESSAR Y TO P R&oMEMIR9NuMCL.EARAnCILASSmOWN- N. LDG.RTE ADD rTxAAI LADOERAUM9914 STRU DT AWES USED AS AC CESS TO TANKS AN P VAULTS TO ALLUM ACCESS WHEN CATCH BASIN IS FI LLEG Y.4ITN YTAT E R. 9- WHEN COBIECTING TO A NEW PIPE LFWA FLEXIBLE CONNECTOR IRO R)N-SEAL BOOT W TTii OORRuGATED PIPR ADAPTER OR APPROVED EOLIALA WmEN CONNECT NG TO AN EXISTING WE, USE A FABRICATED SAW DOLLAR OF THE SAME MATERIAL AS THE DON NESTING PIPE- 10 IPTEE $01FICN IS USED 4NLYFOR SPILLCPIsrMX. THIEN EL@OW ME rMIOTORS FPV RESTRIgM11 PLATE$ WITH PRIFIOEr ARE NOT REQLAREQ. Y14 E PTHLR 19 NRIER, RHMW M RRT TO `FJYERCIS'/ STD. PLAN - 237.D0 PLIBLICINDRKS FLOW CONTROL STRUCTURE - °d by: DEPARTMENT RESTRICTOR TEE tn Pastucha 8j15/20 NOTE: THIS DETAIL ONLY FOR FLOW RESTRICTOR DETAIL, FLOW RESTRICTOR WILL BE INSTALLED INSIDE CONCRETE DETENTION VAULT, NO NEED OF SEPARATE STRUCTURE OUTSIDE. SEE COR DIET. 236. BED PATENTED PERIIdE7ER M ARM BMW DO&N LINE, FS4C-nL FER CARM09E OplxNAt- CURB FNLET M T RPE SEE NOTE "L c/L 0NEw �Am�oLQ ,- Gun±T H'PE SEE N0TCS PLAN VIEW BYPASS OVERFLOW PER --FLOW C0h7W RISER k ELEVATION ViEW B PC S2Z �OF AM HE m,O,9K IKE AYY RWf mr eE Lam Ruw� PR ILO NATCN c/t I I t•v � .YES'' _- �. LEFT END VIEW RI-GHT-END ViEW I EE CONTECK 1`1-L-4-b-v-U& ING11 STORMWA TER 810FIt TRAT101V SYSTEM w wLcene bTER.QQITL STANDARD DETAIL NOTE: This is preliminary MWS Standard detail, for construction project specific details see shop drawings. PLANrNni"•`",JI♦bISrLNifiEi 'J BTUF®TNNF TLAIANI MICAS. VEGErk71L41. 6Ffc NOTE , SEE HOTS 1 UNDISTURBED NATIVE VECETATKYd I vis MASS BEER OR SOD UNDISTURBED MTAT 50IL UNPLEITllPBED NATIVE SOIL OR:ION , • NO nISTDM LAMM P{AIITING BEDS iIJTF;LAWFIFAFTEAG T4' "RIPQR' TE �+wi f r gwssSIRED een OR SOD rOF COr.FC1ST INCORPORATED , 7YaF CZWM7 INCDRP GRATED INTO In ro rof SITE FAIL ITOT AL - 8967 QF SITE SOIL (T&TAL AMENDED DEPTH AMEN DEC DEPTH OF'F:G-, FOR A - OF FS, FOR ASETTLED DEPTH CIF V- sETrLFD DE774 OF.V. !! _ 1 2'.e.ulL sCAF�IGbrBEaCN 9UBROIL. SE?RIFEO I.'NELOLY "- ��-.: • _ CONFCGT AMERoSO LATER DYM.IPmYi ATF7NDEDLAYER - r - I I,r SELOW SOIL 5u Ra=AC#I IITBVELO&Dk SURFACES _ -- _ T2' - 0" W143 L 3. AND 4 - AiKNO IN PLACE OR STOCNPILE AND AMEND YW AFWRIST yi�4DCNA- W4ACH. SEE STD. PLAN N2 6P r MPO RTED ICAWPACTED DEPTNI SUS301L13 SCARWED& BELOW WOPTED TOPSOIL LILY � 4Frlhlr RFn� 1r OPTION a - IMPOR"M TOR WIL WIA33 5EEO IA 30D "PT"K I NiEA81)F F14DISTVR9AJCE TD HE FENCED AHD 0ISTM VEGETATION AN P SOIL TO BE W OTEG-f® FROM CONSTRUCT ON N PACTS. r IMPORTED aWA Ru C ulv.+xTT=e DENEIGL MOTM- 7EPTI j 1. TLY hrEA�RJRE GEThEQDEPTH. WATL+N 3L]IL tOFIGIENYLV rb FLA-Lr SAFufwR€ WRTH001 %AIISIRG GRI1S1 bN SCQ9PR 19 1. triNFd Ef Td MEET STL. P_W M. sa. aQAT IREFQ SELQwLUsgRTED 3 GPNPALi ION OF TCP•LTL{WHEA E P!F UI REO} TQPy4IA$ to BE. TO l PPST&PAWbo PPoOGTOR A SE E CON;MRUOrIO N PLAN G FM SP E WIC Ma ECF iFE�CDEiEI/ e4a STD. PLAN - 264.00 P Y4FQSOIL AMENDMENT SECTIONS f G� 0 1 _­ DEPARTMENT 9128l2013 1 IUT Dart -PREPARED BY 811BNEm SCALE 8627 NE 180th St. RV 1, r.,L I, p 16697,991 A N S T E Y BOTHELL, WA 98011 SCALE MR PHONE: (206) 303-7639 DWM MR E N G N E E R N G FAX: (425) 658-0923 C AT FULL saLE ONE IW*I DATUM PM EMAIL: benanste 521D ahoo.com APPRO#ED' BA IF Mar MIONE LNG Y Y N0. REVISION BY DATE APPR � "`�RD1N0LY BA 03-23-2025 CITY OF RENTON Planning/Building/Public Works Dept. T- CV U O N J H H w O R-417309 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING 0 w msippo 05/15/2025 � rr z D 0 DIM SUNRIDGE TOWNHOMES II 05-20-2021 FELOMM U FMR- w DRAwnD NDN DRAINAGE_DEATILS C-9 O 0 AND NOTES SNEEIN of 37 0- \ I \ cO PORTION OE= SE 1/4, SW 1/4, SEC. 28, T-23N, FR-5E, W_M. I \\\ \ O \ I \ 6 \\ \ LU \ I EX. SSMH \ \ RIM 405.38 \ \ O�396, APARTMENTS �! ✓/ / �! 10.0 N _ - �lm /__ 1- 1/�/� \ 51016 EASEMENT \S7 TYP. 111� \ I \ \ \\ 5.0SETB gC \-----........---.-.-_ \ �. \ YARD SE B K 6\ \ n ' CHAINLINK FE4CE .......\ x ; XTX 2 �\ W I W W W W W W W l n `..... l \ W W W W W W W W 72.6LF 8 DI WM IiAR❑UND \ W W W W W W W W W W W W W\ W \ SI \ U W W W W W W Why W W W W W W YQy W 8 _ 3- I� (FRB . `%EMS W W W W W W W W W W \ W W W -■L A -1 w G•TE \ IW W W W W W W W W W W W W W 'TURN M \ 0 W I W W W W W W W W W W W W W 9� 00 J 'AR❑U D N w ,OWN TURN ELBOW) \ OO W W W W W W W W W W W W `� 7 r' P O. \ \ ..... 1 W I W W W rn IW W W W W W W W .7 ' ..... W f�ETAINI I VGW W W W W W 0 � W to � �... .I W I W W W W W W W W 7 \\ \I WALL (WTBR) W W W •fDrW �7W WWWW W \W \ ` ...'1� WM EXTENSION TO RL M❑ .� S� W W W W W W W W CTYPE-2 INSYLL 4" BLOW OFF 6 RI -^T^^T^ E0�ASSEMBL\(PER DETAIL -11) O T U LU 75 O z O ~I LU CD z Z) U) U LU O rr n SITE AREA = 33,027 ±S.F. (AS PER SURVEY) DEDICATED ROW (9'-6") = 1,287 S.F. SITE AREA (MINUS ROW) = 31,740 S.F. ACCESS ON EAST = 1,230 ±S.F. (OUTSIDE LOT) EXISTING + DEDICATED ROW +EASEMNT FRONT(FOR BYPASS) = 3893 S.F. TOTAL PROJECT AREA = 36,863 S.F. (0.846 AC) TARGET AREA ON LOT = 31,740 ±S.F. (0.73 AC) PROPOSED HARD SURFACE BUILDING I (SF) (ROOF AREA) 3,511 BUILDING 2 (SF) (ROOF AREA) 4,458 WALKS (SF) 3,074.0 PAVEMENT (ACCESS AND PARKING) (SF) 12,195.0 TOTAL PROPOSED IMPERVIOUS AREA (SF) 23,238.0 TOTAL PROPOSED HARD AREA (SF) 23,238.0 TOTAL PROPOSED IMPERVIOUS COVERAGE (%) 73.2% TOTAL PROPOSED PERVIOUS COVERAGE (%) 26.8% BURIED UTILITIES IN AREA CALL 811 BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. TO DRAINING W W W OW W W EWW' W POINT RIM 39JW WW WW WW Wa'.01 MM ,CrIE396.5 W 't RUNOFF FLO1�IIF.......L....I..N....1.IE W0p\1 W W W W :. MIN. 1% SLOPE W r ' I� 1 I -,, 1 I • TO LOW. P01NT00S6 � CLEAN OUT \ \ \ \ \ \ \ i N ' - 1.. TYP. pcGyTs \ N 9a 4 - i lid t... \ r' . E 1*N ----------, I / 9 S I D E W A U K1_ ..�. 8� . ♦. FI I p h.....1 \ ,.. I APARTMENTS I 4" PVC 1 �. tiA I..... 7 FLUSH W� �� i .-+"g NIT \ 'MAIL BOX['5. 7 R� raw % 1 ��..� -w,immm RISER JOP�N GRA \ BLDG <'POV/E �/ TYP ,IE 95.4 I TO�1R ING CB TYPE 1 4 f ' /// V cn :. P TNT3PP TYP. -- -- 1 0 ER/ 1_11111_l1�1� / LF* y ��E1�6".21 L J • l \ \ i Ds -® / , \ ANSFORMER / r -- - i •.. � � i.....1 - PR 16 LVE I. . L�N 6L ST ARE \ _ - Fjv <t-------- - --- Iz -/c6 1 RIM 396.73 � I 18" blC40NTR AT M I I TYPE W �•: r '.1%.- \ R IE39IM 7.75 W °'. 1. ,9' OVERFLOW 395.1 \ 6' OOD FEN E W l°. LNOTCH 0 026'XO 6' . 0 0. LOWER - I 0 LOWER ORIFICE=0.625" \ o ® I I:.l' . l i... IE= 391.1 \ C4 o I :;5 <t. 5 TRH IH ♦ I I t. CB TkPE 1 .♦ W/SUMP BELOW (5.5X4'X1.5 D) \ «) jJ=---J- ---- ------ S < < �`• " _ RIM 397.7 > \ 4. IE394.08 \ 1w C� T E 1 METtR \(T- ) / 00 \ o � • I•� / RIM 39 .42 / \ SUNRIDGE TOWNHOMES . Lo ►I 5 / (EXISTING) ' WA doss CB -TYPE 2 I u* , CROSSING E/ASEME� T SLWELOD y m PR❑P❑S D SIDEW LK SSMH EASEMENT Q 7 :� / L c/ ,, (ASPHALT) TRANSI I❑N 397.81 GATE I / RIM 397.13 �"� I%.< -�����1������ < IE=39o.9 ATCH WITH EXIST G) . - 3 V N r RIM 9 .98 , N J ♦ I \ R 97.1* 3 2.7 ♦ *� oy 397.2 RISER w/ �(E) POWER P❑L TO REMAIN \ C� Z1_11ll !---------------- - -- -- -- W00 --.------------ - - - --- -- 8LF12"PVC \ I� < •. W . W • W W W' S'•+ ' T PE 1 I \ R DRAIN' W W W W, W l IM 95.8 \ III I a UQ W THE CH M 396.5 W W W W W W Lf)IE 93.13 112LF BI❑-SWALE @ 0,9% W W W W W W W W 1 TYP. .1.. W W W W 'l W DIAIN \ I 1.. v \ - I FO ND 1 2 _ids mmmik��. RE AR &CAP \ 4 E SIilEWALKS JLT W I W W W W W ° PL No. 40016 \ _SSA .. " r.,.:l:..'... t .. ,,-(E) STREET LIGHT .. 5...�::.:::::.� .. _.. .. , _ LAX, 10R-41731 0 4 �: :: EX.'. �IDEW ,K / 1 5 EX;: 2% So so _ POWER - 77.9LF 12" CMP CAD 1.7 � 7 0' u V � --- sa � � 8. ^' w_- ED SD so ;77.5�r 12" CMP O 1.86� N z N 10, ��� R AN IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ �W � - CB TYPE I -/ �m G, - v� -LT jP QF ylfgSy s�' TYPE W =T�'�I WATER MAI RIM=392.30 " CB YP� LID ; 9,5' 1 w}� I' 0 �0 RIM=393.79 F DEVELOPMENT ENGINEERING 0.16 °L' U RIM=389.95 _IE(N)=389.85 IE(W)=390.71 Oo W�A) APROXM. a -� msippo 05/15/2025 14 NOTE: FOR MAIL BOX DETAILS AND ANCHORS SEE STRUCTURAL DRAWINGS. 'L�'Q� el- �,k REGIONAL FIRE AUTHORITY APPROVED m dv► QF cthomas 05/19/2025 '4<F,gEpJt� PREPARED BY suffie >N SCALE 8627 NE 180th St. RV A,:1 o'° W IM A N S T E Y BOTHELL, WA 98011 SCALE MR PHONE: (206) 303-7639 DIMM MR «� INM DATUM E N G I N E E R I N G FAX: (425) 658-0923 allmm AT SCALE EMAIL: benanste 52CD ahoo.com APPRNm- BA F "� oHE "c" Y Y N0. REVISION BY DATE APPR � "`�RD1N0L' BA 03-23-2025 AoffftL CITY OF ("'RI RENTON Nksov Planning/Building/Public Works Dept. SUNRI DGE_TOWNHOMES_11 COMPOSITE PLAN PLAN DM 05-20-2021 PAM C-10 10 OF 37 u� H T N U H H H 2 LU 2 O >z O ~I LU 0 z U) LU O co T I w T T U Lu O 17 3: Lu l rr z U) U W O rr n 405 18" -DIA CONTROL STRUC' RIM OVERFLOW NOTCH 0.02E LOWER ORIFICE _( IE= 395 EL 390 385 DATUM ELEV 380.00 PORTION 0--= SE 1/47 SW 1/47 SEC. 287 T-23N7 R-5E7 W.M. PARKING CURB - �17T��`/T/ - o T/T /7/7 - E WA _ S„ 1 p1 F U STORAGE ` / 0 ELIVE EE BOARD 1.0' DET. VA LT 116'Lx2 'Wx 'D FL EL 3 8.6 (CL RT 14. ') % / 1-2" o EL 391.1 C / / / L- 1/ 1/1z� 1LlL 1 -/1/ - /1/1 /1 5' . 1+00 1+50 2+00 2+50 PROFILE ALIGN 12' SCALE: 1" = 20' (H) 1" = 4' (V) ROAD WAY N-S (LINE ]L2 -9-9) NOTE: FOR DET. VAULT DETAILS SEE STRUCTURAL DETAILS S1 AND S2 CONC. WALL (DESIGN BY OTHERS) BURIED UTILITIES IN AREA CALL 811 BEFORE YOU DIG EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. PL - MIN 24'-e TO 20'-0- (VARIES) - VARIES 16'-0* TO 13'-e DRIVE ASPHALT PAVING 10'-0* 7'-6" MAX ±2% � ±2% 1.5% WIN. 9 covot xxxxu�vxxx �N. _8" STORM DRAIN covet 8" SEWER MAIN MIN 2.,V i{ SECTION (LOOKING NORTH) ROAD WAY N-S (LINE '13") N.T.8 MIN. 4'-0* CONCRETE WALKWAY PREPARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 E N G I N E E R I N G FAX: (425) 658-0923 EMAIL: benanstey52@yahoo.com N II �� +L N E rs�a NINA o IN NO. 405 400 395 390 385 PROPOSED GRADE @ DRIVEWAY EXIST. GRADE Cam? DRIVEWAY 5.8' LJ z z J O N � J 3:O z CD J Q T/ SECTION X-X 400 -MIN. 1% TO LOW POINT 395 -DETENTION VAULT 116'LX22'WX7D 390 RIVEWA UEVAI.K CB TYPE 1 TRENCH ° IE3 3.13 DRAIN ' a =� 396.13 FOUND 1 /2" ° EBAR & CAP } LS No. 40016 1 � 3 215 . Y 2 IIP+. 1° I. of 9 5 <1 a I: t _ � an1.. P 12.0' 24' TYPE R-1 DRIVEWAY PER STD. PLAN 104.3 9.5' DEDICATION TO PUBLIC FOR RIGHT OF WAY DETAIL "B " REVISION suffi0ms RV DONGHM MR IN~ MR allmm BA BY DATE APPR APPIW- BA 405 400 EX. CB TYPE I LT 7.9' RIM=392.30 _ IE(N)=389.85 IE(S)=389.87 395 390 385 DATUM ELEV 380.00 m i U >o Q U LLJ cy- CB -TYPE 2 (STA 1 +0.4' RT 7.7' ) RIM 397.13 W IE= 390.9 u) EXIST. GRADE @ DRIVEWAY CD 00 j PROPOSEC GRADE Xo Go `� DRIVEWAY > WS SD H TYPE II + + � CB TYPE-1 STA 0+4 .8' L 7.7' STA 0+ 2.2' LT 7.8' Co LLJ (SI A 1+13.6 RT 85) R M = 395.0 RIM 397.0 Q Q C� RINI 397.42 w/TRENCH AIN INLET - OUTLET 390. 5(N) \ IE= 390.8 U) U) LL IE3 3.75 REPLACE / "Ilk- EX. TYPE 1 C13 LT 1 .3' RIM 394.85 f0.5% f2.� - - _ - _ CB.TYPE-1 IE 392.2NW (X.) - - (STA 1+69.7 LT 390.05 (N &SEX.)) _ I I 8„ P c RIM 399.06 i OUTLET IE395.4 pVC 3 55LF S 121" PVC INLET wER pP 31 LF 12" PVC I i ® 0.5% ELF 12" PVC 0.5% REINSTALL EX. 21'-12"DI @ 0.7% SD 20LF 12" PVC ® 0.5% . STA: C+92.1, 15. LT. 1281-3 TYPE. I-48"0.RIM=3 7.10. I.E.=3 8.0 8" OU F (W) I.E.=388. 8" IN (E & f (N 0000 00 `tN 00 Do (0 cD 00 0� aj 1`0 �to toI �t �n 0+00 0+50 1+00 1+50 1+75 PROFILE ALIGN 13' SCALE: 1 " = 20' (H) 1 " = 4' (V) I - 99 ROAD TA Y(LINE 1L G. C p 5,0'. 7 6 STO M RUNOFF FLOW LINE 1° 400 .4 399 9 99.86 a 2 1..9%FLUSH WITH C 2 0 GRADE ° 4400 n 4 Lim5 A 99. 2I0 9.9:..3 399. 5 .1.5 I 5.0'J 2 0 51 5� K�j.0 1 I 1 . .0 399.53 399. 8 3 6 m 1/0- war'i &vim, 04, , W SCALE Ow INCH Ar RU BONE F NG7 ONE RM BONE ACCORDINGLY NORM NAB rll19&71im DATUM 03-23-2025 CITY OF RENTON [;R NkSOF Planning/Building/Public Works Dept. H H T N U 405 3.5') C) 395 C) O I C) N 390 J 385 H H H I U) W O 2 R-417312 >z IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING Lu msippo 05/15/2025 rr z DM I SUNRIDGE TOWNHOMES II 05-20-2021 F--- mamom - U - Lu DRAwm'0 SITE ACCESS_ AND PARKINGO_ DRIVE C-12 0 PROFILES s� oOP f 37 C) 1 r) LU 73 O Z O Ill— LU V I..L w Q Z 0 0 0 QO 0 Know what's below. Call before you dig. 10 FOOT STREET FRONTAGE LANDSCAPING 8 FOOT WIDE PLANTER STRIP WITH STREET TREES % RIM 405.38 I % 0/> APARTMENTS I I i COMMON OPEN SPACE n do d 61426 SF ii I ii tip -I 5.0' SETBAg< II r-.. — u �11 NATIVE LAWN" p - SEEDMIX �N 0XI� 4X� X Y RDA BAQ Q$ GRASS WILL GO -ii �I Y � � � DORMANT IN SUMMER a I' 12±FF5 W v MONTHS�� w w w'7?.Lf SDI wM'-v �. N COMP CT PARK BENCH, TYP. � S � Q ALL NEW SHRUB AREAS COMMON OPEN SPACE -0COMPACTr �'yv� TO BE IRRIGATED WITH TEMPORARY — O °°� r . _v 6426 SQ. FT. Q , ��- IRRIGATION UNTIL PLANTS ARE ESTABLISHED 'iI W W W W w W (3850 SQ. FT. MIN. REQ'D.)' ° �Q� � oMPAT N GU T o y 10 , Oyu 3.4. I LF i�ARkl M 7 . A TEMPORARY IRRIGATION IS A . . . . . . . . i BATTERY OPERATED TIMER FROM A I � �S�w dG COMPACT y � BUILDING HOSEBIB WITH DRIP LINES ='� W w W W y 11 GUEST a PARKING AROUND ALL THE NEW PLANT COMPACT I� MATERIAL s1 iz 5 . -- ----i CCIMPACT PARK BENCH, TYP. ; 19 1 IIi15 S y y y I /) I I % I 4, s W qq '///�JI / UNIT 2A �V I T14 I i I V f p� TS II I � 4W,.f .. ..C\/ f -UNIT 6' WOOD FENCE 7 2B I I 7 r------ -- — 1 1y r1 / v� _ (4..BUILDING 2 % f - J ----- - ---- ---� I OOD FEN E UNIT 2C V 1 I I 21 MAIL BOXES... r do l I �_ --- - 12. T pr— SUNRIDGEI . .< 'L.. UNIT 2D UNIT 2E UNIT 2F Z TOWNHOMES STREETSCAPE PLANTERS, TYP (EXISTING) 0 i•1�; iW.. o` A --- -- — -- 80�5. i o 00SV R.ID - w - (P SE it I DGE TOWNHOMES az R,. Df WM ; ... (I�,STING) —------------------— sls l ��- -- ----J%�JJ��������%�� o= ' ` i i i i MAIL BOXES I . �.�: / V A / \ / (APPROVED BY / I X BUILDING 1 usPs> w CD SUNRIDGE TOWNHOMES / ICI �� \ / UNIT 1 E \t (EXISTING) FILTERRA i.. UNIT 1A UNIT 1B �/ UNIT 1C UNIT 1D% WITH NANDINA ;I 2�4° 0" ---� -- 0- - TI4 - 15 �T1s L ;T15 ST15 g r1a r14 f TALL SHRUBS - ARBORVITAE AND GROUNDCOVER - KINNICKINNICK PLANT MATERIAL NATIVE / DROUGHT TOLERANT - OWNER RESPONSIBLE FOR WATERING PLANT MATERIAL UNTIL ESTABLISHED EXISTING TREE, SAVE AND PROTECT SEE ARBORISTS REPORT FOR DETAILS SEE ARCHITECTURE PLANS FOR PATHWAY DETAILS PRIMARY ENTRANCE FENCING DETAILS AND PLANS SHOWN ON PRIVATE OPEN SPACE EXHIBIT (CIVIL PLANS) PRIVATE YARDS - LAWN AND PAVED PATIOS, TYP. CROSSWALKS - CONCRETE, BROOMED WITH SCORE PATTERN 2.5X2.5' ON DIAGONAL ADJACENT TO ASPHALT DRIVEWAYS - OFFERS VISUAL AND TEXTURAL DIFFERENCE REPAIR LAWN W NATIVE SEED MIX \ WHERE DISTURBED 10' 0 �O 10' WIDE FULLY SIGHT OBSCURING LANDSCAPED VISUAL BUFFER PLANT MATERIAL NATIVE / DROUGHT TOLERANT - OWNER RESPONSIBLE FOR WATERING PLANT MATERIAL UNTIL ESTABLISHED • - '.s .e!,"+�IV' . - k �,:.3 •'1� t rq 4. , ir., fir ��" FOUND 1/2" , ._l��]r � r�r�r�:�r�rtr�� � ����r�r��rr�r��r���� .r �?:r?�r�rrr:��d�� �rr.ra� ,7A�r.i�r �* "r k.rr��+ ����. I r< )<�r� •+ �� r0z♦r�r� Q✓ :'S� r g�al . . A . 0ON 01 lT' �r 2r Me fil Ill�r�r�r�r�r�i�-!r�i ��r�r� %� r�2r�►y:!� I�r�r�ra � � !' 11 �'�i� �� e•Irm m 11PA IMMIRIN !,, - --- ��:1�: %ice+ -• g - - FULLY SITE OBSCURING 10' LANDSCAPE VISUAL BARRIER PER RMC 4-4-070.F.46 Ex. SIDEWALK T8 % T8 oo PO R D so ;D EXISTING TREES TO BE REMOVED v ��T sD - R1 0 D SD � SD UTILITY R10' R1 � PRIMARY ENTRANCE SEE CIVIL PLANS w ID - - - - - - - - - ALL NEW SHRUB AREAS < 9.5' DEDICATION TO PUBLIC TO BE IRRIGATED WITH TEMPORARY h V� MED SIZE STREET TREES @ 40' O.C. FOR RIGHT OF WAY IRRIGATION UNTIL PLANTS �o & GROUND COVER ARE ESTABLISHED — �� a — ______ __________-____� ___� _------ TEMPORARY IRRIGATION IS A — N88°4V51"E --- --------------______------ BATTERY OPERATED TIMER FROM A ------_---- BUILDING HOSEBIB WITH DRIP LINES --- PETROVITSKY ROA----- . ___ ---- --- - - - AROUND ALL THE NEW PLANT TREES SHALL BE LOCATED \ � ___ ---- ---- ---- ---- MATERIAL A MIN. OF 10 FROM HYDRANT, TYP. --- - -- -- -- — -- � N GRAPHIC SCALE n N 20 0 10 20 40 LANDSCAPE PLAN ( IN FEET ) 1 inch = 20 ft. Nature By Design Landscape Architecture 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM P REVISED PER AGENCY COMMENTS NO. REVISION SURVEYED: DESIGNED: K L O DRAWN: KLO KLO 3/11/25 KLO r CHECKED: KLO BY DATE APPR APPROVED. KLO PLANT LEGEND TREES SYMBOL QTY DESCRIPTION SIZE RENTON TREE SIZE 6 Corpus kousa 'satomi' 2" Cal. Min 12 Satomi Kousa Flowering Dogwood Well Formed MEDIUM (1 PT) 3 Halesia monticolor 2" Cal. Min e Mountain Silverbell Well Formed MEDIUM (1 PT) 10 Calocedrus decurrens 6' Ht. Min. Incense Cedar Full / Compact LARGE (1 PT) 9 Juniperus scopulorum 'Sky Rocket' 6' Ht. Min. 0 Sky Rocket Juniper Full / Compact MEDIUM (1 PT) 9 Chamaecyparis lawsonia 'Oregon Blue' 6' Ht. Min. Oregon Blue Lawson Cypress Full / Compact MEDIUM (1 PT) 37 TOTAL TREE REPLACEMENT POINTS SHRUBS & GROUND COVERS SYMBOL QTY DESCRIPTION SIZE occidentalis'Emerald Green' 6' Ht Min. 0Thuja 38 Emerald Green Arborvitae Full/Compact 1 Myrica californica Q Pacific Wax Myrtle 2 Gal. Mln. 12 Vaccinium ovatum OS3 Evergreen Huckleberry 2 Gal. Min. 21 Rhododendron Uinque' GS4 Unique' Rhododendron 2 Gal. Min. 2 Pinus mugo ss Mugo Pine 5 Gal. Min. 83 Nandina domestica 'Gulf stream' l0, Gulf Stream Heavenly Bamboo 2 Gal. Min. S7 254 Prunus I. 'Mt. Vernon' sus Mt. Vernon Laurel 2 Gal. Min. 14 Mahonia aquifolium s15 Tall Oregon Grape 2 Gal. Min. 6 Miscanthus sinensis x Yaku Jima 01 Dwarf Maiden Grass 2 Gal. Min. 38 Thuja o. 'Emerald Green' 4' Ht Min. O Emerald Green Arborvitae AffA 27 Pennisetum alopecuroides Hameln Hameln Dwarf Fountain Grass 1 Gal. Min. O Arctostaphylos uva-ursi 1 Gal. @24"O.C. O O Kinnikinnick Triangular Spacing 9 Tournesol Wilshire Planter, WR-481824 Rectangle 48"L 18"W 24"H FIBERGLASS - rough stucco finish - iron color 3 Bench - 6 foot long - SITESCAPESONLINE.COM - TG1-1001 Six foot, Backed Bench, Center Arm Rest 26"x34"x72" 365lbs. Color: Onyx Hydroseed for Typical Lawn Areas SUNMARK NATIVE ECOTURF- Sunmark Seeds www.sunmarkseeds.com Botanical Name Common Name % by Weight W W Festuca rubra Native Red Fescue 45% W W w Bouteloua gracilis Blue Grama 25% Buchate dactyloides Buffalograss 20% Koeleria macrantha Prairie Junegrass 7% Trifolium fragiferum Strawberry Clover 3% 1 Ibs per 1,000 SF or 43.67 Ibs per acre NOTE: Replacement per Arborist Report: Required 72" Cal = 36 Trees @ 2" Cal Proposed 37 Trees @ 2" Cal. SITE AREA 33,081 SF (.76 ACRES) X 30 TREE CREDITS PER ACRE = 22.8 REQUIRED 37 PROVIDED b. Tree Credit Requirements: With the exception of interior remodels not involving any building addition, removal of trees, or alteration of impervious areas, properties subject to an active land development permit shall comply with all of the following minimum tree credit requirements, and apply the tree credit value table in subsection H1bv of this Section: i. Tree credit requirements shall apply at a minimum rate of thirty (30) credits per net acre. ii. Either tree retention or a combination of tree retention and supplemental tree planting (with new small, medium, or large tree species) shall be provided to meet or exceed the minimum tree credits required for the site. iii. Supplemental tree planting shall consist of new small, medium, or large species trees, as defined in RMC 4-11-200, Definitions T. The supplemental trees shall be planted with a minimum size of two-inch (2") caliper, or evergreen trees with a minimum size of six feet (6) tall. The Administrator shall have the authority to approve, deny, or restrict the tree species for proposed supplemental trees. iv. Within subdivisions, location of supplemental tree replanting shall be prioritized within tree tract(s) versus individual lots. SCALE: HORIZONTAL' N D198 /1991 • CITY OF RENTON ONE INCH oATUM AT FULL SCALE \ Planning/Building/Public Works De IF NOT ONE INCH SCALE ACCORDINGLY N O O I N Al M C) O O Q J LO 0 O i 0 R-417313 PERMIT APPLICATION #: 21003243 & 21003245 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = CO DEVELOPMENT ENGINEERING CURRENT PLANNING LU Ell IL msippo 05/15/2025 ' MHerrera 05/20/2025 0 Z O (— DATE: SUNRIDGE TOWNHOMES II 3/11/25 LU FIELDBOOK: PAGE: LANDSCAPE PLAN DRAWING NO: L1 Z SHEET: OF: Z) 13 37 (n r 0 r) W LU 75 O z O �LU V 0 ry Z D C0 PRIVATE YARD OPEN SPACE, TYP. COMMON OPEN SPACE 6,426 SF COMMON OPEN SPACE PRIVATE YARD OPEN SPACE, TYP. COMMON OPEN SPACE EXHIBIT N 77 PRIVATE OPEN SPACE SCALE: 1:20 nl Ill lllklfl n FRONT YARD LANDSCAPE & FENCE SECTION 11-1'-011 4 1%bhhh, Nature By Design Landscape Architecture 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM Lek I�e'I 1 � •��. �: .•� _.. : f •I .x� .� � P .�; II�i ..�TTT� � .•� r %` F.,� :�1: _ 1` ` .;i.� `'=����� � J ccifl ' y 'J7J ' .11.: I �` '-�'� . � ;�I�l � �A: ' � �-�1, r w « .-x+e►.�` tl1� a �,l .•: _� � '�'• :�.; �. �,. ,® ';a �� c� .'''��� .. .•:ram l�RS, �' ��♦���d� �r�'��@�r���4!�� �I IN i1 f ���•,_A 1111151 IN i' {• W.7r�G • 17 _ v7rr•Z� • • �i �7 L• r Al r &iA 9M ,Ali" . n \� w \�I f f• f• .. i ...' - _ • _ - —.- • • _ - - • - - - • -- • - • - L� �`� fi • i i i \I. f•, P -_ _ _/ i i -� f _ • _ • _ i\ i i \♦ • _ • _ • _ • _ • _ • i i i I. i li _ • _ • _ •/—�_ i i i L ORNAMENTAL ENTRY GATE TO PRIVATE OPEN SPACE, TYP. DECORATIVE FENCED PRIVATE OPEN SPACE, TYP. ENLARGED FRONT YARD PLANTING PLAN - BUILDING 1 N SCALE: 1:10 � Tournesol FRP -Fiberglass " `• sitescapes ti 888.331.9464 402.421.9479 fax }r : XTURE: SMOOTH TEXTURE: ROUGH STUCCO TEXTURE:ORANGE PEEL , - P.O. Box 22326 Lincoln, NE 68542 r S 'n Shark Shomin Sha Shown in Shark / www.sitescapesonline.com info@sitescapesonline.com TallGrass Pictured this page TallGrass Pattern Seating left: TallGrassbacked TallGrasspattern bench TG1-5000 (Sterling). top right: G1 ^i•' TaIlGrass Seating TallG'ass backed GI pattern A variation of the )ordCreek, anthe TallGrass Collection utilizes a rigid square bench T-1000 (Bronze). bottom tubing framework while presenting an elegant silhouette accent. The TallGrass right: TallGrass backed TallGrass products accentuate their natural surroundings while blending into a variety of pattern bench TG1-1000 (Onyx). IRON BRONZE SILVER PITCH SHADOW SMOOT SMOOTH SMOOTH SMOOTH SMOOTH urban settings. Finishes Seating Mounting SiteScapes offers product in both a Options include stainless steel mounting plates for permanent mounting to a standard powdercoat and its own concrete pad or heavy duty stainless steel leveling feet suitable for indoor or Proprietary Ouarcdesigned finish. Both outdoor use. finishes are designed to weather the elements and are guaranteed not to rust, chip, peel, or fade. Call for a Materials standard color chart. Frame - 1 1/2" Sq. x 11 Ga. Wall Steel Tubing Panels - 7 Ga. Steel Sheet Metal www.sitescapesonline.com SHARK PUDDLE SMOKE WHITE CHOCOLATE Foot Plates - 1/4" x 1 1/2" Stainless Steel with 9/16" Mouting Holes For more information visit our website SMOOTH SMOOTH SMOOTH SMOOTH SMOOTH Mounted w/ four 1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied) where you can download product drawings, photos, product brochures, Su stainability and LEED CSI spes, and other technical data. i TallGrass benches have a recycled material content of 84% of which 73% is post consumer content. This content may vary based on the product design, To Specify TallGrass Benches product material type, and interchangeable piece parts. All styles are 100% TaIIGrass Benches recyclable. For more information about SiteScapes sustainable products and Fiberglass - FRP RECTANGULAR PLANTER policies, please refer to our environmental statement. 7 F 0 - Baacketl TERRACOTTA REED CITRON CARIBBEAN SAGE Choices SMOOTH SMOOTH SMOOTH SMOOTH SMOOTH Choose six or eight foot length; backed or backless bench; zero or one center ° -5 uare Tube ends armrest; powdercoat or Duracoat finish; and color. 0-NoCenterA—r— Our commercial -grade FRP planters are highly durable, last longer than plastic, and will endure in most winter I BF- Powaeoa oal FlnisM1 climates. Our labor-intensive process results in a uniform, consistent quality product, a great lightweight allGrass se ing options Q E-❑ ❑ ❑ ❑-Q choice for rooftop applications. FRP is available in 3 textures, Smooth, Rough Stucco, and Orange Peel. FSC TOMATO ROYALTY SMOOTH SMOOTH B.— Bench Backless Bench 30r" POST CONSUMER CONTENT Images of samples are provided as a guide. Physical samples and Tournesol.com/materials-finishes 1 800.542.2282 IOTournesol swatch books can be ordered on our website at tournesol.com/finishes.03.11.2025 800.542.2282 1 FRP-2 P I REVISED PER AGENCY COMMENTS I KLO 13/11/25 1 KLO REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: KLO KLO KLO BY I DATE I APPR I APPROVED: KLO SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works De R-417314 PERMIT APPLICATION #: 21003243 & 21003245 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING msippo 05/15/2025 ' MHerrera 05/20/2025 SUNRIDGE TOWNHOMES II LANDSCAPE - OPEN SPACE EXHIBIT ELEVATION AND CUT SHEETS DATE: 3/11 /25 PAGE: L2 SHEET: OF: 14 37 N CIO 0 N L0 0 0 0 U) LU 2 O z O LU 0_ D VJ LULU G O Z O LLB 0 Z 0 w Q w J W GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: a. Slopes used for grass plantings or turf shall be less than 3:1 or 33 percent. Otherwise plantings should not require mechanized mowing equipment. Soil Preparation. a. Planting beds should be deep tilled to a depth of at least 12 inches. Soils shall be enhanced through the addition of the following materials: bark and forestry by-products, organic matter such as composted yard waste, organics and other amendments as needed through a soils test. b. On project sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoil should be tilled into the soil to a depth of 12 inches through all planting areas. c. For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscape area should be added to a depth of four inches to the top of the soil. d. Seeded areas shall be fine graded and rolled. 2. Mulching of Newly Planted or Replanted Areas. a. Mulches must be applied to the following depths: a minimum 3 (three) inches over bare soil, and two inches where plant materials will cover. b. Mulches must include organic materials, such as wood chips and shredded bark. c. Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because of down -slope erosion and potential soil contamination from herbicide washing. d. Mulch should be applied regularly to and maintained in all planting areas to assist soils in retaining moisture, reducing weed growth, and minimizing erosion. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, remove all burlap, string & wire from any B&B plant material, cut and remove jute strings. Gently place in tact Rootbal into planting pit. If rootball breaks or is not solid - the plant is unacceptable and shall be replaced. 15. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 16. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 17. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 18. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via TREE GATOR BAGS attached to each tree. For planting warranties from contractor to be ensured, contractor shall be responsible for watering the plant material and keeping the mulch ring weed free for the first growing season as part of the contract. It is recommended to install the landscaping in the Spring (February - April) or Fall (October - December)when dormant but before hard freeze. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. 19. Fertilizer Tablets: Apply 1 per gallon of plant size. 5 per 1.5" cal. tree and 6' tree. Agriform 20-10-5 long lasting planting fertilizer tablet with minors. An excellent way to ensure tree crops have a good start. Easy way to feed newly planted trees, shrubs and container plants. Contains the necessary nutrients to feed your plants for up to 2 years. These tablets break down slowly through the action of soil bacteria which converts the tablet nitrogen to forms that can be absorbed by plant roots. Tablets provide consistent nutrition to plants. Tablets contain micronutrients derived from sulfates which are generally more plant available than those derived from oxides. Contains 500 tablets of 21-gram each 'A�s Nature By Design Landscape Architecture 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM / \ (X) / \ EQUIDISTA� NOTES: 1. PLANTING BACKFILL: DISTANCE (X) PER PLANT LEGEND 50% EXISTING SOIL, 50% 114 NOTES: MINUS COMPOST, MIXED THOROUGHLY ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR 2. FOR MULCH TYPE SEE SPACING AS SPECIFIED IN THE PLANT LEGEND. LANDSCAPE NOTES. LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON -CENTER 3. IF B&B AND BURLAP IS SPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. GREEN IN COLOR. REMOVE COMPLETELY BEFORE3� INSTALLING PLANT. GROUNDCOVER PLANTING DETAIL MULCH TO IN DEPTH SPECIFIED IN LANSCAPE NOTES No Scale °i it IIIIIIIII WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO WATER. ♦♦ REMOVE ALL WIRE WRAP ♦ AND PLASTIC WRAP. REMOVE BURLAP FROM MULCH TO DEPTH TOP OF ROOT BALL SPECIFIED IN NOTES MULCH & TOPSOIL OR AMENDED FORM CONTINUOUS BASE, REFER TO LANDSCAPE RIM NOTES FOR DEPTH HEN B&B: REMOVE ALL I RE AND ROLL BURLAP �M♦ OFF OF TOP OF ROOTBALL BACKFILL W/ BACKFI MIXTURE AS INDICATED — _ IN NOTE IN 9" LAYERS. — ,,♦ WATER AND TAMP TO NOTES: REMOVE AIR POCKETS —� 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS 2 X BALL DIA. COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. P REVISED PER AGENCY COMMENTS NO. I REVISION SHRUB PLANTING DETAIL No Scale J NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY rr 2. FOR MULCH TYPE SEE 1 LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. LU z Do ENSURE PROPER SUBBASE O Q EXISTS CLEAR ALL 0Y m DECIDUOUS TREE INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL — (2) 2X2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD LL FORM SAUCER WITH CONCRETE AND OTHER C.o p __-CONTINUOUS RIM DEBRIS FROM PLANTERS PRIOR TO BACKFILLING 3" MULCH TOPSOIL OR AMENDED AND PLANTING BASE, REFER TO LS lull """ iilllllll�� ��II NOTES FOR DEPTH WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL SCARIFY SIDES OF PIT, — BACKFILL WITH SOIL j MIXTURE INDICATED IN THE NOTES IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR 2 X BALL DIA. POCKETS DECIDUOUS TREE PLANTING & STAKING DETAIL N.T.S. KLO 3/11/25 BY I DATE SURVEYED: SCALE: DESIGNED: KLO DRAWN: KLO ONE INCH KLO CHECKED: KLO AT FULL SCALE IF NOT ONE INCH AP P R APPROVED. K L O SCALE ACCORDINGLY VERnCAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works De 'll 0 0 0 Qo 0 0 Know what's below. Call before you dig. CONIFER TREE 2x2 STAKE DRIVEN INTO SUBGRADE SECURE STAKE TO TREE WI J INTERLOCKING PLASTIC TIES FORM SAUCER WITH CONTINUOUS RIM MULCH & TOPSOIL OR TOBASE, REFER IIIIIIIIPI TO LS NOTES FOR DEPTH III " WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP -I OFF OF TOP OF ROOTBALL — _ EXCAVATE PIT TO DEPTH OF — ROOTBALL OR POT. SCARIFY SIDES AND BOTTOM OF PIT, BACKFILL W/ SOIL L X KUU I bALL DIN. MIXTURE INDICATED IN NOTES, FILL IN 9" LAYERS, WATER AND TAMP TO REMOVE AIR POCKETS EVERGREEN TREE PLANTING & STAKING DETAIL N.T.S. LINEAR STYLE PLANTING WITH DEEPROOT BARRIERS A. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER CHOSEN. B. INSTALL THE BARRIER. WHEN USING DEEP ROOT LINEAR BARRIERS, SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX AND SEPARATE THE JOINER AT THE CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A LINEAR FASHION, YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF PANELS TOGETHER. C. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS HELPFUL TO PLACE THE BARRIER AGAINST THE HARD SCAPE. USE THE HARD SCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO PROMOTE A CLEAN SMOOTH FIT TO THE HARD SCAPE. BE SURE TO KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. D. PLANT THE TREE. THE LINEAR STYLE OFFERS A MORE EXPANSIVE ROOTING GROWTH AREA. HOWEVER, ADVERSE SOIL AND DRAINAGE CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. FOR INFORMATION REGARDING PRODUCT CALL: 1 800 ILV ROOT (458-7668). SIDEWALK / ROAD ROOT BARRIER DETAIL R-417315 PERMIT APPLICATION #: 21003243 & 21003245 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EESLiOPMENT ENGINEERING CURRENT PLANNING ppo 05/15/2025%il I MHerrera 05/20/2025 SUNRIDGE TOWNHOMES II LANDSCAPE - NOTES AND DETAILS DATE. 3/11 /25 PAGE: L3 SHEET: OF: 1 _, 37 ti N O O O 1 r N Al M O O O 1 O N Q J LO O O O O 1 O N U) LL I 2 O >Z O rW V Z) U) i 0 i 0 LU I— 00 W 75 O Z O W 0 0 C0 �I I, I, I, I, I I I, I, I, I, I, I I I, I II I, II I, I I -----J e EN 10i , S�N tiEi 8 pG cHTS 98 77 �zzz/- / �I UNRIDGE T0WNH0MES XISTING) o' wA /EASEMENT W 9� W 3 ASS SS SS 10- od J SUNRIDGE TOWNHOMES (EXISTING) /�/�/-ZZ-� � I r I I � I I I 12LE BID—SWALE R 0.9% GAS GAS — — — — Ilm -- ---------------- ' fix. sEwA�K ;D W —W N IRRIGATION PLAN '09&� Nature By Design Landscape Architecture TWO 3" SLEEVES GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM P REVISED PER AGENCY COMMENTS NO. REVISION TWO 3" SLEEVES 14" MAINLINE 14" MAINLINE MANUAL DRAIN FOUND 1 /2" SURVEYED: DESIGNED: K L O DRAWN: KLO '11/25 KLO CHECKED: KLO DATE APPR APPROVED: KLO SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M EQUIPMENT LEGEND CATALOG SYMBOL DESCRIPTION PSI RADIUS NUMBER PGP ULTRA RPB HUNTER POP UP ROTARY SPRINKLER 45 25' 25 MPR 30 15' 1800 PRS MPR15 ®o a RAIN BIRD POP UP SPRAYHEAD 1800 PRS MPR 12 O o o RAIN BIRD POP UP SPRAYHEAD 30 12' 1800 PRS MPR 10 C p RAIN BIRD POP UP SPRAYHEAD 30 10, 1800 PRS MPR 8 RAIN BIRD POP UP SPRAYHEAD 8' (Dm 30 1800 PRS MPR 5 RAIN BIRD POP UP SPRAYHEAD 30 5' 1800 PRS MPR 15 RAIN BIRD POP UP SPRAYHEAD 4'X15' RCS El 30 1800 PRS MPR 15 RAIN BIRD POP UP SPRAYHEAD 4'X15' z 30 LCS 1800 SAM PRS 15 RAIN BIRD POP UP SPRAYHEAD 4'X15' LCS 30 100 BBVTF HAM HAMMOD BRASS FULL PORT BALL VALVE 1.00" 850 1.00" FEBCO DOUBLE CHECK ASSEMBLY NP 44 1.00" ® RAIN BIRD QUICK COUPLING VALVE WITH MATCHING KEY 75 SV RS 0.75" LAWN LIFE MANUAL DRAIN VALVE WITH RISING SWIVEL PEB 1.00" RAINBIRD AUTO CONTROL VALVE ES10 ME 7 © RAINBIRD AUTO CONTROLLER WITH WIFI MODULE STATION O.D. RAINBIRD AUTO RAIN SENSOR WIRED RSD BEX m 222 BCDB NONE NDS BACKFLOW BOX WITH DROP IN LID 13"X24"X 15" 318 BC 13"X20"X 12" NONE NDS CONTROL VALVE BOX WITH LID 208 BC 6"X9" NONE NDS MANUAL DRAIN VALVE SCH 40 _ _ _ _ PVC SOLVENT WELD MAIN LINE, SIZE AS SHOWN CL 200 PVC SOLVENT WELD LATERAL, SIZE AS SHOWN CL 200 PVC SOLVENT WELD SLEEVING, SIZE AS SHOWN 14.1 OF DIRECT BURY CONTROL WIRE, USE WHITE AS COMMON, NONE RED FOR SIGNAL, AND YELLOW FOR SPARES. 0 `+ CITY OF RENTON Planning/Building/Public Works De VALVE SCHEDULE NO. GPM AREA TYPE SPRINKLER 1 11.76 SHRUB POP-UP SPRAY HEAD 2 11.05 SHRUB POP-UP SPRAY HEAD 3 13.82 SHRUB POP-UP SPRAY HEAD 4 5.53 SHRUB POP-UP SPRAY HEAD 5 18.65 LAWN POP-UP SPRAY HEAD 6 14.45 SHRUB POP-UP SPRAY HEAD 7 18.07 LAWN ROTARY SPRINKLER N co O O O I Ir- u 4-) co CD O O Q J CD CD CD i ei R-417316 PERMIT APPLICATION #: 21003243 & 21003245 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = U) DEVELOPMENT ENGINEERING CURRENT PLANNING W mSl 0 05/15/2025 MHerrera 05/20/2025 PP O 1D 2 Z O DATE: SUNRIDGE TOWNHOMES II 3/11/25 FIELDBOOK: PAGE: IRRIGATION PLAN DRAWING NO: N L4 z SHEET: OF: 16 37 ( ) C ) r I 0 It I r) LU I— W W 75 O 2 >z O L1J 0 z VALVE BOX SCH PVC UNION BRASS BALL VALVE 6" MINIMUM 6" MINIMUM 12" GRAVEL SUMP BRICK SUPPORT BLOCKS BACKFLOW PREVENTER N.T.S. AUTOMATIC VALVE VALVE BOX W/ LID SPARE CONTROL WIRE III SCH 00 PVC NIPPLE SCH 40 PVC 90' ELL THIRD SCH 80 UNION. TYP. SCH 80 PVC NIPPLES QUICK COUPLER VALVE MANUAL DRAIN DOUBLE CHECK ASSEMBLY KING SPLICE CONNECTOR SCH 40 PVC MAIN LINE TEE AUTO CONTROL VALVE N.T.S. 4" SCH .80 PVC NIPPLE SCH .40 PVC MAIN LINE TEE BRICK SUPPORT BLOCKS 24" GRAVEL GUMP MANUAL DRAIN DETAIL N.T.S. 0 0 °off Know what's below. w Call before you dig. U_ SIGNAL ("HOT") WIRE PVC SUP COUPLING COMMON CONTROL WIRE BRICK SUPPORT BLOCKS —12" GRAVEL SUMP 8" MINUS CRUSHED ROCK PROTECTIVE VALVE BOX III r 4" PVC ST. 90' ELL Nature By Design Landscape Architecture LEGEND U POP-UP BODY (06), NOZZLE AND CAP PER PLAN 2O FINISHED GRADE 0.0624 [1.59] O3 ADJACENT LANDSCAPE ABOVE FINISH 4O LATERAL PIPE PER PLAN GRADE O5 LATERAL FITTING PER PLAN © FIELD -BUILT 4 5 6 FLEXIBLE SWING ARM SPRAY HEAD DETAIL N.T.S. m i CONTROLER 0 0 0 0 ELECTRICAL "J" BOX 60" 2" ELECTRICAL CONDUIT 24 VOLT WIRING I- __ Auto Controller — N.T.S. 1320 ALAMEDA AVE SUITE B FIRCREST, WA 98466 253-460-6067 WWW.NATUREBYDESIGNINC.COM 12" (TYPICAL) 18" (TYPICAL) P REVISED PER AGENCY COMMENTS NO. REVISION PIPING & WIRING N.T.S. FINISH GRADE RUBBER COVER GEARED ROTOR 3n MARLEX STREET ELLS 4" SCHED. 80 NIPPLE (LENGTH AS REQUIRED) 4" MARLEX STREET ELL PVC TEE AMENDED TOPSOIL COMPACTED BACKFILL PVC LATERAL PVC LATERAL LINE ROTARY SPRINKLER SCH 40 PVC MAINLINE MANUAL DRAIN VALVE QUICK COUPLER z BACKFLOW PREVENTER SCH 80 PVC UNION BALL VALVE WATER METER - M POINT OF CONNECTION N.T.S. v % N.T.S. PROJECT NOTES 1. THE IRRIGATION ENGINEERING DESIGN IS BASED ON A 1.00" DEDICATED IRRIGATION WATER METER WITH 86.00 LBS. STATIC WATER PRESSURE. INSTALLER TO VERIFY PRIOR TO STARTING. 2. INSTALL ALL EQUIPMENT PER STATE AND SOOS CREEK WATER DISTRICT'S CODES AND SPECIFICATIONS. 3. INSTALL THE SLEEVING, MAIN LINE AND CONTROL WIRING WITH 16" MINIMUM DEPTH. 4. PRIOR TO BACKFILL, THE MAIN LINE IS TO BE PRESSURE TESTED AT 86.0 LBS. FOR ONE (1) HOUR WITH "0" LOSS. THE COMPLETED TEST FORM IS TO BE GIVEN TO THE PROJECT MANAGER. 5. BACKFILL MATERIAL SHALL BE ROCK FREE NATIVE SOIL OR CLEAN SAND. COMPACT ALL TRENCHES TO MINIMUM DENSITY OF 85. 6. AFTER INSTALLATION OF THE BACKFLOW PREVENTER IT IS TO BE TESTED BY A STATE LICENSED BAT. THE COMPLETED FORM IS TO BE SENT TO THE WATER DISTR ICT. 7. INSTALL THE CONTROLLER AT THE LOCATION SHOWN. THE RAIN SENSOR IS TO BE INSTALLED NEAR THE ROOF AND FREE FROM ALL OVERHANGS. 8. FROM THE CONTROLLER INSTALL TWO (2) SPARE YELLOW WIRES TO EACH CONTROL VALVE NO. 1 AND 7. NOTE, ALL CONTROL VALVE BOXES SHALL HAVE THE SPARE YELLOW WIRES VISIBLE INSIDE. 9. DO NOT SPLICE THE RED SIGNAL WIRE BETWEEN THE CONTROLLER AND THE VALVE. WIRE SPLICES SHALL BE WITHIN THE VALVE BOXES ONLY USING 3M-DBY SPLICE KITS. 10. MARK ALL CONTROL VALVES USING PLASTIC VALVE TAGS, NUMBER THE VALVES AS PER THE PLAN. 11. USE 4" POP-UP BODIES FOR ALL LAWN AREAS AND 6" FOR SHRUB AREAS. 12. ADJUST THE RADIUS AND ARC ON ALL SPRINKLER HEAD TO CONFORM WITHIN THE LANDSCAPE AREAS TO MINIMIZE OVER SPRAY ON TO THE HARD SURFACES. 13. INSTALL ALL EQUIPMENT AS PER THE DETAILS SHOWN. 14. THE INSTALL SHALL PROVIDE TO THE PROJECT MANAGER AN "EXACT AS -BUILT DRAWING OF THE INSTALLED SYSTEM. 15. AS PART OF THE CONTRACT THE INSTALLER SHALL PERFORM ONE (1) EACH SYSTEM WINTERIZATION AND SPRING START-UP. THE SPRING START-UP SHALL INCLUDE A COMPLETE REVIEW OF THE SYSTEM, SPRINKLER HEAD ADJUSTMENT OR REPAIR TO INSURE THAT THE SYSTEM IS OPERATING IN GOOD CONDITION. R-417317 :�►��I r_� I;N_� I:•� 11l1x�z161F:W411l1x�z9 PVC MAINLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS VALVE WIRING DEVELOPMENT ENGINEERING CURRENT PLANNING msippo 05/15/2025 ' MHerrera 05/20/2025 ' SURVEYED: DESIGNED: K L O DRAWN: K L O KLO 3/11/25 KLO CHECKED: KLO BY DATE APPR APPROVED: KLO SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 J CITY OF RENTON Planning/Building/Public Works De SUNRIDGE TOWNHOMES II IRRIGATION - NOTES AND DETAILS DATE: 3/11 /25 PAGE: L5 SHEET: OF: 17 37 ti N M O O O N WX CM CD CD O O O Q J C� LO CD CD O O 6 ('7 T I O LU LULU G 0 17 0 W V rr Z CO DO NOT BACKFILL VAULT WALLS UNTIL CONCRETE PLANKS ARE INSTALLED AND CONNECTED I y'\/Xv/Xv/Xvi V-12" /\(3) #5 x 24" BARS @ SPLICE LOC. U1111111111 1'-0" in fV M J 30 L2) Jb" #5x15'C LOSURE TO WALL DOWELS @ 30" O.C. 2' TYP-6"X8" POUR SLOT #5X24"TIES 3" MIN BEARING EA END : a` 8" THICK WALL LP #5 @ 16" OC VERT `Ia #5 Ca 16" OC HORZ 2" CLR. I TYP. B ELEV 388.6 ESE- • ' � ' �..:�' , � -.j�/jam/jam/jam/j� '#5 BARS @ 16" O.C. FOOTING DOWELS EACH FACE EXTEND 24" INTO WALL 4' AT GRATE EXTEND WALL TO FINISH GRADE CONNECT PER 7/S2 i8" #5 x 24'C LID TO CLOSURE DOWELS @ EA. PLANK ° 8" THICK WALL #5 BARS @ 16" O.C. VERT. #5 BARS @ 16" O.C. HORZ. 2" CLR. (4) LID SEC. @ TANK END WALL 0 JLT WALL 12" PVC 12" PVC inlet 391.65 outlet 391.1 ACCESS OPENING PER CIVIL 56'-0" 12"DIA VENT CONTROL STRUCTURE :116'-0" PER DET 10 PER CIVIL \ SEE CIVIL DWG FOR ACCESS — �...�-------------------------------------------------------------------------------------------------- --- ............................................. - - - - - - - - - - - - - ; - - -' ........ - -- SHAFT AND LADDER .......... .. ..... 8 PVC inlet 394.0'..., 00 50' from left end — . o�•'` %.1.. a ---- • ❑❑ ❑ ❑ ❑ OPENING e 1z 1/2' THICK CAST IN RETENTION BASIN PLACE CONCERETE SLAB ` 22.0'X1 16'INSIDE SHOWN SHADED AS SHOWN B 00 0 0 N � 4'-0" —' 4'-0" 12'-0" c� ~ ~ (29) 12-1/2" PRECAST a' o° N PRESTRESSED CONCRETE PLANKS ❑❑❑❑ I ❑❑❑❑ ❑❑❑❑ e (4) #6 PLANK _ - DOWELS PLACED @ MID -DEPTH OF SLAB .�-------- rv� .... .�..........................................................................------------------------------------.......................;..... .�................. ................................ ....................................................... -------- 32'-0"n5 DET 5/S1 — TYP 76'-0" DET 7/� TYP RISER WITH OPEN SLAB REBAR @@ ACCESS OPENING TRAFFIC RATED 24" MAX. ADD (1) VERT. F .. 1 HEIGHT REBAR E a i a SIDE OF BLOCK ,,,a,,,. - N �' " ice • 4 TYP. WALL —ADD #4 x48" REBAR SET @ 45' PIPE BUCKOUT DETAIL NTS GRATE (3 PLCS) PER CIVIL 4'X5.5' SUMP DET 7 --- — U LL I 5'x10' GRATE I: GRATE ALLOWS FOR VENTING 12" PVC inlet 394.4 AT GRATE ONLY EXTEND VAULT WALLS TO FINISH GRADE PER DET 4 OUT I — - - — — — I 5'-6" o FOOTING @ SIDE WALLS r - MAN OLE 36"W x 12"D SLOPE _+ #5 BARS @ 12" O.C. EACH WAY BOTTOM00 - I _ 5% _ _ I I W I I I „ I I 8" WALL W/#5 16 oc EW CENTERED 12" D FOOTING o i FOOTING @ END WALLS 4" CONCRETE GRAD BOTTOM SLOPE 36"x156" #5 @ 12" oc I I N I 1 24��W X 1211D #4 BARS @ 16" O.C. B O 5 OM EW BOT TYP EACH WAY #5 BARS @ 12" O.C. EACH WAY 8" WALL W/#5@16" oc 12, b b EW CENTERED 2,-------- ---- ,b 12" D — -- — SLOPE — — — 4 x FOOTING 2" oc EW °0 Cq _ �— BOTTOM BOT TYP I- -� -- — — -- —J — -- —J L -- 31�0 NVW 3l0 NV W 310 NVLA in 5'x10' GRATETI I101 (5) #6 BARS TOP &BOTTOM AT GRATE EXTEND 8" �• w/#4 TIES @ 6" O.C. i WALL W/#5@16" OCCENTERED EW TO START 2" FROM END I° FINISH GRADE All elevations, drainage slopes, pp i e sizes and locations are DIMENSIONS FOR SAFE DRILLING ° (��(/��\//�� [ s '" OPEN TO GRATE 24"" 4" PE (77) SUMP CWA_CONSULTANS (360)-871-5433 per Civil drawings 03/31 /2025 AT GRATE CONTINUE 8" WALL AND REINFORCEMENT TO FINISH GRADE CORNER BARSTO CORNER BARS TO MATCH CROSS WALL MATCH HORIZ REINF HORIZ REINF 6" X 8" POUR SLOTS (ALT HOOKS) � ----- ------- •.� ~ .! a GROUT 24" MIN I PLAN d -ADDITIONAL TYP CORNER VERT BARS BARS: 24 #5 IN EACH VOID BY OTHERS. (3) TOTAL ® a 11 CROSS WALL 12 24" 11 8„ WALL W/#5@16 oc EW CENTERED SURVEYED: SCALE: SCALE DESIGNED: DRAWN: ONE INCH REVISED PER AGENCY COMMENTS CWA /23/25 CWA CHECKED: 11 AT FULL SCALE IF NOT ONE INCH NO. REVISION BY I DATE I A P P R SCALE ACCORDINGLY APPROVED: LEGEND ® = NO DRILLING 'V_W 3~ 14-1 /2" 26. 37-1 /2" 10-1 /2" 2r 33-1 /2" 45" i CM O CM N 6-3/4" 11-1/2" 11-1/2" 11-1/2" 16-3/4" O VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON t."'R VX697 Planning/Building/Public Works Dept. 05 IN EA. VOID BY OTHERS, (2) TOTAL W 3'-0" (1) #5 BY OTHERS U3!-0" 2'—W Xim T VOID E O OTHERS. (3) TOTAL 5'-3" �1,-0" VENT NOTCH _ ti M O O 1 T N A, U M O 1 N J L0 1 O W R-417318 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) UCj DEVELOPMENT ENGINEERING AoffilikkG msippo 05/15/2025 0 2 Z 0 DATE: LU SUNRIDGE_TOWNHOMES_II 03/ 3/2025 FI PAGE: 0 STRUCTURAL —DETAILS DRAWING NO: Ir S 'I Z SHEET: 1 QCJ OF: D / /'1 T i O i c) w W 2 0 z 0 w 0 rr z V ) GENERAL CONSTRUCTION NOTES CODE: VAULT STRUCTURAL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2018IBC AS ADOPTED BY THE CITY OF RENTON, WASHINGTON GENERAL DETAILS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. DISCREPANCIES: THE CONTRACTOR SHALL NOTIFY ENGINEER UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING & EXCAVATION: THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. WALL BACKFILL: PRIOR TO BACKFILLING VAULT WALLS THE CONTRACTOR SHALL HAVE PLACED THE LID PLANKS AND PROVIDED A MINIMUM OF 5 DAYS OF CURE ON THE PLANK VOID FILL. BACKFILL SOIL: WALL BACKFILL SHALL BE WELL GRADED FREE DRAINING MATERIAL. BACKFILL SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. ALL COMPACTION OCCURING WITHIN 5' OF THE WALL SHALL BE COMPLETED USING HAND OPERATED MACHINERY. PLAN KEYNOTES 5FTx1OFT OPENING TO RECEIVE RAISED OPEN METAL BAR GRATING w/ INTEGRAL 36" x 36" HINGED ACCESS HATCH, SEE AIA/S2 HATCHED AREA REPRESENTS A 2411 WIDE x 12-1/211 THICK CAST IN PLACE CONCRETE BM. 2411 DIAMETER OPENING w/ KNEEWALL TO ACCEPT RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL DRAWINGS, SEE 4,5/S1 FOR LID REINF AT OPENING, k 12-1/211 THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA NOTES ON SHEET SS20R PLANK LOADING REQUIREMENTS. i. POUR SLOTS IN TOP OF PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF 2 SLOTS @ EACH END OF EACH PLANK, PLANK MANUFACTURER MAY REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM SHOWN. THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID. SEE WALL SECTIONS FOR REINFORCING, i. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN. SEE WALL SECTIONS FOR REINFORCING. SPECIAL INSPECTION PLAN GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2(2018 IBC QUALIFICATION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL. REQUIRED VERIFICATION & INSPECTION: THE SPECIAL INSPECTOR SHALL PERFORM THE VERIFICATIONS & INSPECTIONS NOTED IN THE SCHEDULE BELOW INSPECTION & TESTING SCHEDULE TYPES OF WORK FREQ, 2015 IBC SECTION CAST IN PLACE GONG REINFORCING STEEL, PLACEMENT. P 1705.3 INSTALLATION & FASTENING OF PRECAST PANELS P 1705.3 PLACEMENT OF CONCRETE C 1705.3 VERIFYING USE OF REQUIRED DESIGN MIX P 1705.3 TESTING OF THE CONCRETE FOR SPECIFIED STRENGTH, AIR CONTENT AND SLUMP C 1705.3 STRUCTURAL STEEL STRUCTURAL STEEL ( GRATING ) FABRICATION P 1704.2.5 SOILS VERIFICATION OF SOIL -BEARING CAPACITY: INSTALLATION OF DRAINAGE SYSTEM: C 1705.6 PLACEMENT & COMPACTION OF WALL BACKFILL: P 1705.6 FREQUENCY LEGEND C = CONTINUOUS P = PERIODIC SEE REFERENCES AND STANDARDS LISTED WITHIN THE VERIFICATION & INSPECTION SCHEDULE FOR MEANING OF PERIODIC AND CONTINUOUS INSPECTIONS. CERTIFICATE OF COMPLIANCE: THE SPECIAL INSPECTION AGENCY SHALL PROVIDE A FINAL LETTER CERTIFICATE OF COMPLIANCE STATING THAT THE REVIEWED WORK WAS COMPLETED IN ACCORDANCE WITH THE PERMITTED DOCUMENTS. SUBMITTAL OF REPORTS: ALL SPECIAL INSPECTION REPORTS AND TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, SITE STRUCTURES AND THE BUILDING OFFICIAL BY THE AGENCY PERFORMING THE INSPECTION OR TESTING. OPEN METAL GRATING OPEN METAL GRATING SHALL BE WELDED STEEL BAR GRATING AS SPECIFIED ON THE DRAWINGS. ALL STEEL GRATING AND GRATING COMPONENTS INCLUDING ITEMS EMBEDED WITHIN THE CONCRETE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION, SUPPLIER SHALL PROVIDE ALL COMPONENTS NECESSARY TO INSTALL AND SECURE THE GRATING IN PLACE & SHALL PROVIDE SHOP DRAWINGS DETAILING ALL COMPONENTS OF THE INSTALLATION TO THE ENGINEER FOR REVIEW P-RIOR TO FABRICATION, DESIGN CRITERIA VERTICAL LOADS ON VAULT LID: HOLLOW CORE PLANK SCOPE OF WORK: THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF PRECAST PRESTRESSED CONCRETE UNITS. DESIGN PLANK FOR THE UNIFORM LIVE LOAD : = 150PSF MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE *HS25 TRUCK WHEEL LOADS : DESIGN CRITERIA NOTE. 13'-611 14' to 301 TRACTOR: THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND FRONT AXLE = 10,000 Ib, PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CIVIL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 0 0 o SINGLE REAR AXLE = 40,000 Ib. FRONT REAR REAR TRAILER : THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR 0 0 o SINGLE REAR AXLE = 40,000 Ib. STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS, NO TRACTOR TRAILER OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK MANUFACTURER. DESIGN LIVE LOAD AND TRUCK WHEEL LOAD TO BE APPLIED INDEPENDENTLY AND IN COMBINATION WITH THE SOIL COVER DEAD ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH LOAD. THE MANUFACTURER'S RECOMMENDATIONS. IMPACT & FATIGUE: HOLLOW CORE PLANKS BY DUE TO THE LOW SPEEDS OF SERVICE VEHICLES OVER THE LID, AND CONCRETE TECHNOLOGY CORPORATION THE ACCOUOIL NT FOR COVERLOADS TO IMPACT & FATIGUENCREASES IN ARE NOT REQUIRED. STRUCTURAL STEEL RAISED GRATE: MATERIALS: GRATES TO BE DESIGNED FOR HS25 WHEEL LOAD a. STRUCTURAL STEEL SHAPES & PLATES SHALL CONFORM TO ASTM SOIL COVER FOR LID DESIGN: A36. PLANK MANUFACTURER SHALL BE RESPONSIBLE FOR DETERMINING THE b. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 SOIL COVER DEPTHS USED IN THE LID DESIGN BASED ON THE VAULT GRADE B, Fy=42,000PSI. AND FINISHED GRADE ELEVATIONS AS SHOWN ON THE PERMITTED CIVIL WELDING: DWGS. CONFORM TO AWS D1.1 "STRUCTUUAL WELDING CODE - STEEL" SOIL COVER FOR SUBSTRUCTURE DESIGN: WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR THE SUBSTRUCTURE WAS DESIGNED FOR A TYPICAL SOIL COVER OF MATERIALS TO BE WELDED, 0.75FT OVER THE ENTIRE VAULT. GALVANIZING: FOUNDATION DESIGN: ALL STEEL SECTIONS SHALL BE HOT DIPPED GALVANIZED AFTER FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES PROVIDED IN FABRICATION CONFORMING TO ASM A-125, REPAIRS SHALL CONFORM TO THE GEOTECHNICAL REPORT BY Cobalt Geosciences 6/17/2019 ASTM A-780 USING ZINC RICH PAINT. THE COATING THICKNESS FOR THE PAINT MUST BE 50% MORE THAN THE SURROUNDING COATING ALLOWABLE BEARING PRESSURE: 3000 PSF DENSE NATIVE SOILS THICKNESS, BUT NOT GREATER THAN 4.0 MILS. 3000 PSF USED IN THE DESIGN LATERAL EARTH PRESSURES ON DETENTION VAULT: DRAINED LEVEL BACKFILL AT REST CONDITION: 50 PCF EFW REINFORCING BAR ACTIVE CONDITION: 35 PCF EFW MATERIAL REQUIREMENT: SEISMIC PRESSURE COMPONENT: E = 14H PSF UNIFORM REINFORCING BARS: SATURATED SOIL DENSITY: 125 PCF USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS. DEFERRED SUBMITTALS FABRICATION AND PLACING REQUIREMENTS: BENDING: THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN "DEFERRED SUBMITTALS" AS DEFINED IN THE 2(2018IBC CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. a. PRECAST PRESTRESSED HOLLOW CORE PLANK PLACING: ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF CONCRETE COVER: WORK REVIEWED. MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL NOTED OTHERWISE: THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED BY CONCRETE CAST AGAINST EARTH 311 THE ENGINEER OF RECORD, CONCRETE CAST AGAINST FORMS AND CONTRACTOR SHALL SUBMIT REVIEWED DWGS & CALCS TO THE EXPOSED TO EARTH 211 BUILDING OFFICIAL PRIOR TO INSTALLATION, WET SETTINGS: CONCRETE REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN CONCRETE REQUIREMENTS: POURED WITHIN THE FORMS. LOCATION STRENGTH MAX W/C RATIO LAP SPLICES: WALLS & LID 3000psi 28 DAYS 0.50 LAP ALL BARS 24" MIN UNLESS SHOWN OTHERWISE ON THESE DRAWINGS, FTGS & GRADE SLAB 3000psi 56 DAYS 0.53 AIR CONTENT: GONG. EXPOSED TO WEATHER SHALL CONTAIN 5% +/-1% ENTRAINED AIR. MIX DESIGN: SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS, SUBMIT MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR TO PLACEMENT. EXPOSURE CATEGORIES: FREEZING THAWING FO SULFATE SO IN CONTACT w/ WATER W1 CORROSION PROTECTION C1 MATERIAL REQUIREMENTS: CEMENT: ASTM C150. ADMIXTURES: ACI 301. AGGREGATES: ASTM C33. WATER: ASTM C94. PLACING REQUIREMENTS: PLACING: PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION. DEBRIS: REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE, CONSOLIDATION: CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS, CURING REQUIREMENTS: CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. LID PLANK PLACEMENT: IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT, THE CONTRACTOR MUST ALLOW A MINIMUM CURE TIME OF 7 DAYS OR PROVIDE AN ADDITIONAL SET OF CYLINDERS TO BE BROKEN AT THE TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE STRENGTH OF 1,000 PSI HAS BEEN REACHED. FINISH: a. CONCRETE FINISH TO BE SMOOTH WITH NO FINS, VOIDS, ROCK POCKETS, OR OTHER IRREGULARITIES. b. CONE SNAP TIES ARE REQUIRED AND ARE TO BE REMOVED AND EPDXY SEALED AT ALL INTERIOR AND EXTERIOR WALL SURFACES, NO FLAT TIES ALLOWED. CWA_CONSULTANS (360)-871-5433 PRESSURE RELIEF VALVE PRESSURE RELIEF VALVES SHALL BE 411m TROY MODEL A2580 HYDROSTATIC RELIEF VALVE AND WALL THIMBLE WITH REMOVABLE GRATE. CONTRACTOR MAY SUBMIT ALTERNATE VALVE TYPES FOR CONSIDERATION, SUBMIT ALL DOCUMENTS RELATED TO THE ALTERNATE, INCLUDING INSTALLATION DETAILS TO THE ENGINEER FOR REVIEW. VALVES SHALL BE SHOWN TO OPEN AT A PRESSURE DIFFERENTIAL NOT EXCEEDING 911 OF WATER HEAD, ALTERNATE VALVES SHALL BE FULLY SERVICABLE TO MAINTAIN PROPER OPERATION OVER THE LIFE OF THE STRUCTURE. 03/31 /2025 REVISED PER AGENCY COMMENTS NO. I REVISION GALV. STEEL GRATES r-8" CURB WALL m� TOP OF WALL FLUSH W/FINISH PAVEMENT V 2' MIN SLAB BEAM @ OPENING COVER a VAULT LID NO COVER REQUIRED WHERE VAULT LID HAS VAULT WALL BEEN DESIGNED FOR DIRECT APPLICATION OF HS25 WHEEL LOADING HSS 3" x 3" x 1/8" REMOVABLE STEEL FRAME @ PERIMETER OF HINGED GRATE SECTION 3/8"0 x 3" TITEN SS 2 1/2" SCREW ANCHOR L. 3 1/8" � LEDGER ANGLE 2" x 2" x 3/16" O � O II II O re) M l 1 fV o �o .-I N 1 1/4" GRINDSMOOTH SADDLE SEAT ANGLE 1/8/TYP 2" x 2-1/2" x 3/16" A REMOVABLE FRAME REST NTS SURVEYED: DESIGNED: DRAWN: CWA /23/251 CWA CHECKED: BY I DATE I APPR APPROVED: SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10, 36"f 36"f GRATE SEC. GRATE SEC. x 8" CURB WALL GALV. STEEL GRATE TOP OF WALL FLUSH W/FINISH PAVEMENT LEDGER PER C/S2 T__�(2) #5 CONTINUOUS e VERT BARS TO MATCH WALL REINFORCEMENT EXTEND CURB VERT. REBAR INTO VAULT LID LID STRUCTURE TYP. a a VAULT WALL 48"f GRATE SEC. \\\ C/S2 GALVANIZED STEEL GRATING\ -19-4 W/ 1-1/4" x 3/16" BRG BARS En 00 PROVIDE 36" x 36" HINGED SECTION GALVANIZED STEEL ANGLE SEAT OF GRATING @ ACCESS LADDER 2" x 2" x 3/16" COPE HORZ. LEG @ LADDER (7�TYPICAL WALL TIE 3/4" = V-0" T&B HSS 3"x3"x1/8"-� 3/16 EA. SIDE 1/8 CBREMOVABLE FRAME CROSS BRACE NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM AOM%k CITY OF RENTON Planning/Building/Public Works Dept. 1-1/4" DEEP STEEL BAR GRATING —8" CONIC WALL u u u 4 °. ° ° 4 d ` ° ° a LEDGER ANGLE a $ ° 4 � 2" x 2" x 3/16" a 3/8" x 3" TITEN SS ° q SCREW ANCHOR @ 6„ oc ad ° n d . ANGLE SUPPORT TO CC WALL ATTACH M ENT NTS R-417319_ ti N co CD CD CD i N A U m co CD CD CD CD O N Q J CD CD CD CD i CD N 19 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w DEVELOPMENT ENGINEERING 2 msippo 05/15/2025 ul 0 SUN RIDGE_TOWNHOMES_II STRUCTURAL -DETAILS z 0 (— DATE: 03/23/2025 1 1 1 V FIELDBOOK: Q PAGE: _ DRAWING NO: S2 z D u) SHEET: 1 n OF: 37 J 01 ��NRI�G� TOi/�NHOM�S II B��R MAIN XT�N�l�N APC::)RTI(::)N C7F= �E=- 1/4, SW 1/4, S F C�- 28. T--23N, R - 5 E=-. W.M. ENGINEER S TF) ENGINEERING 8621A NE 180TH STREET B-OT4ELL WASRINGTON98OT 1 PHA (2 ) 303-77639 rAX (4 5) 659T9 03 r CONTACT PERSON: eEN ANSTEy r SURVEYOR GEODETIC SU R " NO SERVICES PO SOX 348.8 R EN TON. 1 ASHING TON 915C,56 aHill� r4,5`� 2199-9-t-9 C _W'N TA-'�- i P RIS R.I AR0 VA?SW A, PS. LEGAL Y SOUTH �•� F7 or �L tHLr wF S�+T�' 111 .5 1FE E i L � �•+ ; � Sk. Rip . AJ �IyNG THEING Y VEST THE PLAT r4CJZC0r OZE EPED (N VOA ME 4 OF � I "I PAGE 'I IN KiNG COUNTY, WA SHily TON AND 0.0111 P. 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ADArOwd By Darn rb NOTES. `- �RAPH;( At ENF +1 as,TEI',t4 FOR TMS ExSMG C AE. -. # t 2 9TE PLAUY �E D By 9 N$ &RhcmtTrcTs 3 C. 81 1 8E FORIF Y,r M. SHEET INDEX SIiTNO. DESCRIP'ill')N f of 6 COVER SHEET 6 SANITARY SEWER PLAN 3 of 6 SANITARY SEWER PROFILE 14 OF 6 CONS TRUCT I O N PROVISIONS 5 OF 6 MATERIALS & SURFACE RESTORATION 6 OF 6 1 STANDARO SEWER DETAILS& N TIE BURIED uTILITIES IN ARE A BEFORE YOU DIG � 811 EXrSTiNO UTILI yFIES SHOWN ,ARE FROM THE PES3 A VAII..ABLC INf MATI AND NO G#i E IU E AS r0 THE EXACT i + TEE. L�`•� AWN. OR DEPTH ".i 0% sup a*0 4d '0 z .. r,I dew -I z W Lu�. W 3: LL, � j L J cr I- ij C) ?�: (3 0 0 U)0 cn Ilsk-4-L _ r Of 7 R-417320 25 OF 37 20 a to 20 40 �N Inch ow 20 ft. ICI s11 1 Sam. :2, - F .. VV'KA- 1 \v - _ r` IL IF Ilk d t r [ DL f ado 7 2 d plop A ! rim I _ JAC �� jo Dot I # s • •'t Lr r .•. WE T cm 1 a X ,.EIVAL �. ■101, 7.r ITT. -2 OUT (SW) i L ■ i ' F FOR NS 7M CE VjdxT 'J 3 %1. 1 1 WA TE 1. I' PLASTJC r OUT / ) . . • - w k Ito -� i 1 tn y _ { +. ��.592 zww W.-Ii 397..E_ }• 1'* - 4 _-- IRS FENCE 0 — i ;ill rIn t �■rt h 0 1 _ (SEA N0TF-'b 2) �Pa lb Rk SSNM 1yT 42�3 E I— i ' •■�� 4� mil• ItW-mo~;��i; �� # LE-M39,12 E� OUT ) y—may s• . 4 + ' - 4 O' }C T - . . • . 1• N ri i JIZ- �ti4 I } 10t- 0 FOOND 1 RTAR & CAP P No. 40016 ■ a � ■ lip -AJO�WALV f � - l.F 1DEDICATION tQ PUBLIC 111�= f R1 -3 FOR PJGH.f Of WAY 361 TE( - 6-7 lEf 75 3. 8- QI 0FPS ` !# 1'" �I CB TYPE 1, uD J ITSKY R 0 A D PETROV RIMM3102 37 � � � IE(s,w.E)l,a9 37 Im a IP ` F Y Y ■pa y 6 r ■ � 1 IF NOTE* I THE SEWER LINE IS STUDDED INTO THE CATIM , AND THE END OF SEWER LlfJE AS A 90-DEGREE DEN-0 THAT IS TURNED DOWN., k7li A 6` TAIL P?PE 2 FOR TRASH ENCLOSURE/ROOF SEE STRUO NQTE, ALL SEWER LINES INSIDE THE LOT ARE PRIVATELY OWNED, OPERATED AND iIAINTAINED, APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY DEVELOPER/CONTRACTOR RESp�NSIBLE TO REMOVE ANY EXISTING (D MrZTIC USE) WELL AND/OR EXISTING E PTI TANK AND DRAT NF I EILD FROM E V I � A GOING TO HEALTH DEPARTMENT EQLjIFZE SIT _ BURIED UTILITIES IN AREA ALA! BEFORE YOU DIG 1-800-424-5555 EXIS-n IG UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE* TYPE. LOCATION. OR DEPTH. R-417321 t ■ a f # r i ■r ff C-4 J porr2orC 1 26 OF 37 71 R-417322 27 OF 37 F CONSTRUCTION PROVISIONS �Revlsed 05-16 1 STAPkIIE) SICIF1CAiTONS SEPARATION OF LMLfT ES ALL W MATERIALS AND TESTNNO J� �`; # TOThE ST` ULLI IIUM SEPARA110h SUS R AND WATER balNNS SHALL CONFORM TO I ClN)N C1-01 OF THE *CRITERIA FOR KWAOE WOW C 1I CIPO L ISTRUCPOW. -CURRENT k A5'AEP O '� ASHI T V A IT OF T SPMA �t�M, r�l►1D��i TER REF ERRED TO E'STANDARD SENT ED FnOI l AS PUOL r, K D BY THE DEPARTMERT JEMMY MiNt UU SFPAFtAyft OF rff- Ejq Crp IF R [rWg 91Wi or o II►Iws vrl' " LS i 1CAT0 S.- EX CEPr AS HE RELN UMM A SAiVD CLI &-FlON. 2- TRENCH EXCAVATM. B EDJDI N G AN D MCKFLL PUGET SOUW E NEiP Y vAuLrs. FiMD HOLE S AND tJG S TANGUMS SHALL BE LOFTED 40 CLO SE A PLAN 19 FEET PROM AW SSE R MAINS NS Y �1fli AND STUB W-MCES DEvELOPEWCOWPACTOR S#IALL BE #ESPIDF IDLE FOR C WDINVIN of VAULT OR tOSD MX -S- QD DjS I WITH � ALL HMO WTHin THE Rr-IT-OF41WAY,S�-�LL E PEFt1�NENT PERM", T14E GOVERN kN A�'`� "ENT RO+ SlAN RDS THE T,SF-RO SFl r*NS WITH T & R SRC SFi J S NO COMTR TION SK L.�L START rJ�► M THE ONT�T okLJL uATERi&L rRom c1, ARINri AJ'VD ORS SE LEE) TQ AN APPROVED YwASTE IDWOSAL SfM PROV1 0E-D BY THE IDEVELOPERXXI44TRACTOR WORK &NETCH FROM PWET S .M ENEIRGY OR A S NED H= "Am-eu Ad fEMENT IRIu :SuPpt.lED BY THE DISTntctj IS PRWDED. WHEN T RENCI-LING T kROUG H EXJSnNG PAVE l . THE Pik ' L $E CUT ON A NEA I-UNE: DY SAVW CILITTINO TnE NC"H SLIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE OIL S THRUST BLOCKING TKSMCONDMONS MVPA=0N AND RE T 'r SkftlL BE WNE AS f ID BELOW ANO IMMEDLATEI Y AVER TTFjE TF F-mr N BAcxna kS pLAMD, SO AS To 9E THE Li IrJ..L,EO TO R'Af�fT BLOWOUTS DOCKING L L ET P"TION TO TR�lFFOC ALL PAT Sly BE I T W E EDGE OF THE TRENCH CW EACH 5ICE �'N a1,1�1�'� N FITTti1�l ON E�bSTI P I✓�L I>f+IE:S 1f E�Y $LO'NO SHALL 9L AL.LM FOR ANY COItNECT�NS TO THE FrnNG TO BE REMLG+E D MrHOW IDAI I'NG THE FMI-W THRUS? gLOCKING SQL CDNFORM TO thlly ANY TRENCH EXCEEDiNG FOUR FE� IN DEPTH SH-k-- �E PROADED MrH ADEOUATE SAFETY SYSTEMS MEETING TmE REOI,II-REME=NTS OF THE WASHI.NGTON STATE IN ST:RbkL STANDARD IDIETALS WHERE UN FAVORABLE 5ROUND COIL OITIONS ARE ENCCOJNTERED SPA ILOC#INO MA'S SE RjEQjj jED AS MitIECIED SY S F€TY AhD +-AL7+4 ACT r IA). CHAPTER 4, Ail OUI..An ATEID F SiE E?�lAwr THERETO TH_OP'EF� CONT'I�J LCTGR l # 1E A S1` XTt)R I- DMSTTRIC'T IN THE F�LD hl[ IER IEw AND STAMP Aw A ALL SAND L LAT'IONS THE DEVELOPEWCONTRACTOR S HALL BE RESPONSJBLE FOR WORKER SAFETY AND TKE DJSTRJCT AM THE rA:smcrs ENGINEE'R ASSUME NO K 6, OMER MArJhl TESTING WF#EIN F�iA�T NEI�•�TEI�r�1L AT THE TRENCH � �J FOR PIPE $EDDlhIO 1`tiE E�OTTOhJ15�1ALL BEH FINISHED t0 O THAT THE PIPE ALL HAVE1rJh I FOFkJ� SUPPORT ESA)ATY SEWER 1C PURTENA1N S SQL RE T EiSTEE) AMJR EAFILLIN S OY THE L�SSU RE AIR THOO IN E J ALONG TH E: RARREL AND BELL AMR T)-E PI1% P-AI i`EM D EC NATO MATEFW. MEEi1N THE 1 R MEWS FOR BEDDING MATERIAL SHAD $E PACED A TEO AR01.JN0 THE PIPE FOR A t� � I� A TFON 7 -1 T 7) OF THE St ANCARD S (;* ICAT IONS. EXCEPT 1Y 1 THF. GROU N D Vvjkt 0 TABLE IS SUCH THAT TME OIIOT MAY REIDUii THE OF TttE SEWER MAN NSTAI LATI I O LL OF T T O T DEMICT-9 RE-SCL UTM I TOWS THEF KAL E TFIE PIPE WLTTI 1 �PTA1 TEST A ALLOWS ANUMMUM PONDrNG DEPTH QIIF N4I14C!~I IN THE EWIVT OF D`:FLICTS DEN THE $TANDIlfiD3 ESTA.E>LI,ISHE"D IN RESOL1.tfO,1 WHEN NATrvE MATERd kL AT THE TRENCH BOVKW IS 5* OR OTH EASE N01 "NIFMM. THE TREO�tCH SQL EE OVER-EXCAVATO A MiNiM UM OF B LW.H.E S 13ELCO THE SPE.01P I ED NO 1900114 AND DIE STANCARDS SPEDJF ISO IN 5ECn T• T 1 2) OF THE STANDARD SPEC IPtLTK)N3. THE STAN DS OF ThE PE S iJTT WILL GRADE Ail) A LAYS OP PIPE BEOMW MATES - UEF URNESHED AND PLACED TO THE SPECIFIED GRADE ACE R THE PTPE IS IN PLACE. ADDrf [M& Q SELECTED ?AT IlM TAKE PRECEDEKE MATERi& MEE71NO THE REQUIREMENTS FOR SEDC VATS all&L RE PLACED AMID TAM D AROUNE) TEE PIPE FOR A MINIMUM OF A INCHES AIDE THE CRD'r'E+I OF THE PIPE. I REI'ArR OF R1~*EUNE FAILURES TF THE ITIV€MATERi%L AT THE T-RENCH BOTTOM IS ITL.E FOR FOLINDATu PURSES Click 1+OLL. HAVE DIFPIOL.ILTI" IRRIDINfi, 4JNYFOIRM BEARING FOR THE PIPE, S AAATT:Rt L SHALL BE F D ! 0 F C ED 1h1TH A. u3 M OF IS IF CHIL S OF C 1 PAuCTEO FOUNDATION WTERLIkL BROKEND'R OT>�EFI DEfEOTE SkLL BE REMOVED AND I'i.+�CILD RLP�I� BPS SFiALL NOT BE USEO TO F�EPAJR BROKEN BRDKCN PIPE:, THE BEDDING MATEMATERAL SHALL BE DI ED LJP EV ' ON WTH SIDES OF THE PIPE si mL;L-r LEOUSLY IN AP )OMATEL Y &,INCH LAYERS PA D EACH LAY E R THOROUGH L Y C PAOTED 1+'�' N TOOLS PN SLIM R �1S TO AVOID LL�fJURING OR DISTURBING THE COMPLETED PIPELINE ALL EED014O M'D P�ATrVE MATER L SHAL.L IEEE: STEED B, JACKED CROSSING AYIrA'kY FROG T7 S OF EOAVJ1'f]Ot+f AND OFF T-C'AVM RtmO1IAY AND SHOULDER AT L07`IQNS AS REQUIRED BY T HIED IST ITICT OR GOVERN CN G ROA#? AGENCY. OR AS PROPOft SY 7IH1E DAL SEAR MAM TO T ALL TREE IBAI�I�IL.L SHALL 9E MEDHI�kLLY 1��tDTHE TAL1�� DEI�ISIT�'�4r1T-IIN THE F�OHTI�AY D INALL AR.E1� �PA�E � ADD LAN ��� J WHERE CROSSINGS OF AJR'I�fLIAJ. STJREET SQL E: IDKIJ�IO_ QFIh�, OR AUGURINi� +� �- IlklO PIPE BP1 T14 THE &LMFrA . S STREETS, R iDADM�'Al�SHOULDERS. IDI�VEI�YA�'$ '� �'�. �R PARKING LETS WILL BE CkS'rF�LJ� OR RECONSTRUCTED OVER THET7�EHICH IE� FORTREFIIES O1 � IF EIET a 1N D�TI� IEI� THE TIIR'E!tiICFiDEPTH E]4� � FEE- �'� IE1 L1 P T� # FEET THE TOP OF THE S �E Iw+IE� MA�,tlI..LY �O�IPA�TED TO OF THE �.I,IJ�E. AND GRADE OF CASINGS F�JR#,!k$HED 51L BE SUN 7f-1AT No +�'i��TIOHIA#. FMf+1�fDESY 7O MIAk.KE T NEO"f MOR+I � THE ��VG E S NDT ME ET THIS REQUIREMENT. IT 5I�4LL BE ANDO+IEE� BY F ILI�ING �W0 I�aT H #�}G�T SAND AND A f4E'#� Oi�IC, MAXI ULlJM JI B THE REMAINING TcE 4 FEIT ;� r# SQL THEN BE MEICF�.I�+II LY COMPACTED TO r OF THE h f.�,�,' MUM DEN&TY IN UNPAVED ASS AND 07-HER INSTALLED TO MEET T LIRE AND BETE REQUIREMENTS NO INN VJLTf�I l � �,DE ALP TwtA�,1 9 FEE? FROM THE �4C-G OF AJWEAS POT SUBjEC'T TO VS-7-HICULAR TRAFFIC- TIRE I SILL F RC M TH Ei RIPE TO WITHIN 3 FEET Or TWE: S L rR FACE SHALL R E CCM PACTED TO 1 of THc SUM DENSMY THE PAVEMENT UPPER 3 FM SHALL BE ICCWACTED TO 95% Of Tk= WXMJU IDE,%SITY DIAMETER OF CASING PIPE SHALL BE SUPPIDIENT TO ALLOW rNSTALLATION OF TK SEWER OLLTHICIIO+IESS SKALL IE SLTFFrAv4T TO ALL D ES SI-IJILLIBE DETERMINED BY TESTM PEA MODIFIED PROOTDR VFt' CRIASTM D1557 THE D LOPER'001w1� GTOR SMALL EE RES". SISLE FOR F'RCVvrNa MTHSTAND INSTALLAT1ON cOSCEA MD HiC AY LOOONG WTHA MINIMUM TH ICANESS OF ' w_ ArrEiR THE SEWER MALIN HM WEE%,+,D-AJSTEO DENSITY TEST REPOT CERTIFJED BY A PROFESSENGINEER R;EGIMRE D IN THE STATE Of WASH +IOTCXY A h+IL!'+ PMUM OF ONE TEST SMALL BE TAKEN W THIN EERY Sw PEST To DWE JOIST SMO SHALL BE TAMPED INTO THE W 190 FIRE 50 TAT ALL VOW WLI 1ERIM MMUFACTURED LNG SPACES THAT OF TRENCH LENGTJ4 AND AT DEPTHS UP TD 50% OF T'ltllh DEP7H- OR AS ORECTED BY THE OMTRICTS PJELD REPRESEN7ATVVE OR THE GOVERNING ROAD AGENCY OOOJPAICT1 1 OF PROFOW MOVEMEW OF TKE PIPE IN ANY DaRECTiON Wm4ju 7 CASM MAY BE USED IN LWJ OF "1111C THE rD IDETVI?tE ,l THE SEWER UA *i LATERALS OR SEROCE LIKE TRENCHES SHALL BE ARE DIFkEOTED QY THE DrSTRICT"S MELD REPRESENTATrvE OR THE GOVERNING ROAD AGENCY TF:STlNG0FCZF, WHEN AND THE CASING WALL WTT 4 SAND USED AS REQUIRED BY THE GOVERNiNO ROAD CVO LL BE !N ACC�RDAMCL WTH ASTM OQW 10. E kSr NG UTIL.TTIE,S TRENCH RACKFIL SQL BE PUW.ED 1.4 LANIJ` ORM L --AVERS No ICE THAN 12 iNCJHE'S ThFCK AND MECHMiCALLY COMPA,CtED AS S O.R.ED. IN ANY TRENCH WHERE THE SPECIFIED COWPACTION CANNOT BE AICHiEV1 TNTr (FILL THT TOP 4 FEET SMALL BE REPLACE D AND OMPACTED TO % OF 11-fE IaIMMUFA C ENSITY w TH wPORTED SANKRuNGRAvEL TW DIST;UCT 141I 10 PE s *�' �+ RESERVES THE #TIC TO LRE(YAST A COMPACTION TEST Al ANY TIIMJIE ON THE E1ACKFILL MATERtAL IN CM TRMSV:EPZE TO THE ROAD AL)GNIVE T ANO A.- klL UTL.ISY CROSSINGS, THE EtfnRE TRENCH SHALL BE BACKFU-SD " CRUSHED SURFACING RACKRUsHALLBEPLACEID ANO MECHANICAUY OO AOTED IN 124NCH MAXPVUM _. M AFTER SILL AND COWACnON AN I MIAEMATE COL: UK PATCH SQL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNIKIS ROB AGENCY UNTIL FUDN-ACM WrrH PERMANENT SU F1_FAC P413 ALL PIPE AND f l7'*t''mS SHALL ICE LAI D IN T11E DRY` v ".'OT14ERWtSE APPROVED BY E14GINESFL T RENW EXC,AVATKM SHALL ICE DEWATELRED BY USING WELL POINT SYSTEMS SUMPS WITH PU' PIS i OTHER META APPRWE5 EI+ rHE OLSTRIOT DEWATERinG SYSTEL45 RtALL BE USED IN ACCOFtOANCE VMH GOOD STANDARD PRACTICE E AND SHALL ELE EFFiCl ENT ENOUGH TO LCWER 7HE WATER LEVEL IN AD',UkX OF THE EXCAVATION AND MAINTAdN IT CONFTINU L_Y TO KE-EP TIHE TRENCH EIQTTQV AND SLIDES FIRM AND DRY OtVIELOPERCONTRACTOR SHALL SLISMIT THE DEWATE ?4 TO T4E 13rMCCT FOR RE VtEw AT LET 10 -DAYS PRJOR TO COMMMUG ANY DE WATERt G WORK ALL DEWATEMO EIFFL" SHALL &E LRCu-rEb THHO" A-,EwA-rERP POND P-RJOR TO RIEL E GR NI ATER BOLL BE TROLLIED SMH llifm SorENING OF THE 30TTONt i EXCAVATIONS OR FORMATION OF *QUICK+ NDITIONS OR LS4 OURING E-XCAVATION SHALL BE PREVENTED NTED MONO SOIL SQL BE ERODED INTO THE OCAVATION FROM -nI E SOES OF EXOAVAT kON DEWATER04 SYSTEMS SQL BE DESIGNED AND OPERATED SO AS TO PREVENT FtEM-OVALOF THE NATURAL SOILS THE MrE,) DTOR SMALL &T ALL TEES HAVE ON KkND SL*nCILNT PUMPING EQU(PMENT,aND MACHINERY IN GOOD WO IR NO OIw11DITIOl+L FOR ALL ORDIt+IJ1RY EMERGE. -Y W..WDIN POWER ORJrAGES, A�NO SHALL HAkVEA►YA#LA$L.E AT ALL TIMES COMPETENT RKERS FCR THEERA11 OF SM EQUIPMENT CIEVELOPER+IDDf+iTRACTOP SHALL #TROL SLIFTfAr-E ; _NCoFF 90 AS TO PRMRT ENVY OR =LECTtON OF WATER N EXCAVATIONS AND SKALL MAINTAIN THE UNDISTURBED STATE GF THE FOLMDATION SOILS AMID ALLOW THE PL&ULACNT OF AID BACKFILL TO TKE REOUFRED Df-NSITY TIME RELEPSE OF ORMINlYfiATER TO ITS STATIC LEVEL SKALL BE KRFORMED 1N SUCH A UMNER AS TO MAINTA W TTIE UND19TUI C STATE OF Y14F NATURAL FOUNDATION 50,IL5. INVENT DISTURBANCE OF COMPACrED E3ACKFILL, AND PREVEN7 FLOTATION OR MOVEWPfT OF STRuCTUHE S ANDPIPEONES VEL.OPEgr' DNTRACTOIR SQL IITE RESPONSIBLE FCcr E OMpLYING WrTI1 ALP. PER1.91T REGUREMEtiTS AND PRCMSIONS FOR MONITID9ING AND MAWiNG WATER OISCHMGED FROM THE E'X AVAIION 1, -CN E"OH 10 E XIS71H D 5 EVVE R SYSTEM C0NNECTII MB TO EXISTING LMS $>MiALL BE WZE ckl MW TW WRTrMN APPROVAL QF 9009 CREEK WATER S SEWER 015MCY THE (EVELOPE RCWRA TOR SIB NOTIFY 711E QSMIIO" IFIIELD REPRESE wrATrvE AND mqR V4S AT LET 49 FRS IN ADVANCE OF ANY CONSTRUCTION AND ICE THE NECESSARY AFJ%kNGEMENTS WfrH THE OtSTRJCT'S FIE:LID REPRESENTATNE FOR II -IC C0f4%C'T TO THE FISTING SEMR SYSTEM THE 1%VL-L0KR=NTRACr0R SHALL FURNISH .ALL MATEXAL, EOILIPMENt AND LAAM NEIESS#M FOR (�W THE COPMECTION UNOU THE StjpEwrgim OF TKE Dl9TRII 'T THE 4&H)IJR NOTICE RE♦ IREMENT SRALL NOT COUNT SA DAYS. SUNDAYS, AND HCLZAYS WORK SHALL NOT BE STAND LJN'R`rL AU OF THE MAiER ., EOUIF%TENT AND LASOA fiECE SWU4 r' TO PR1 I Y COMPLM WORK dB A39EMOL EDON THE SITL ONCEWORK13 S tAR TE D ON A CCNNECTKAII, rT RHALL SEE O CWNuMBILY WIT1I00T IN fE RRUPTIOt+k AND AS WIDLY AS POSSIBLE L, NT IL TIME CoONNECT110N IS COWPUTED UFOUFORE 0I100MG MArERULLS FOR ANY C&4N E T ION T O AN E X1S 17NG mAVHgLE. DE Vr LOPEF�CCINTPMTOR SHALL EXCAVATE THE IJIJk P fM Jr 'a+ DMF Y Ot7 SIDE DAME TE R OF ALL PiPt 9 FI IDETMJN ING TYPES OF F ITTInGS TO BE V5ED. ALL oi.S FALL DI - C COROMTED VV TIH TIC 016 TR ICrg FIELD REP( SE NTAf(VE THE EXIS TIII#ID SEE R,S SHALL FT.N iN SERVIC E AY AU TIMES CONNEiCTiMS TO SANITARY S R MAN" L[ S SH L IEMOF. VOiNG A SAND COLLAR. A CONCRETE C I LNG OR A KKR N 5 EAL GMT THE PIPEE TO f0KK E CONK- CT 10N 9H L 9E WATERTIGHT ANY LDS IN T KE r:+1 Om DTI R ARC E ATE D WritE CONNECTING TO IHF.. EXISTINOMANWXF SHALL BE X41D M T H STRATA TECH S T -520 INJE C I MN RESIN OR APPROVED EDUAL DEVELOPERCXWTRACTOR St I.AU Fi P -0 ikNNft STV�U MWJE B AS NIECE S S.ARY TO SMOO tHL Y DIRECT THE FI_ J INT O Tilt EA.BTJINO BYS IFU ALL WATER AND*R CONSTRUCTION DE EIIRIS WW L Of Ft QED F IMM NEVI! .SE:VVE F S AND NOT BE PE Rh n7E- IT TO F NTE Fib T FIE EXISTING PSTEM !1`iE 0LVt L0Pr. F 1'J F C T QET 5"ALL BE RE 5PONSIBI E FOR FL USHMIG OUT AND � '`�� ANyExjslnNc1 SEWERS INTO II'Y RICH GRAVEL. RIDCK� OR 07MER DEBRIS HM (ENTERED AS A Hr-3al OF mU 0tVEL0PIZR5CONrWT0IT30rEMTi0NS. ANO L PAY FDR R E If*AW TO LIFT STAT�CINS OR CrnlEii FA IL IT IE 9 DAMAGED BY SUCH MOWS ALL FLIJ$1i IiNG WAT IL' F1 ',+E L (lL PUMPED F ROM UPST11RE" MA>ihl F+ XL 9 OR SI:, WER t AND SHALL N 0 T Ii'E ALLOWED TO EWER THE EX MT1140 SEWE R I STING L MLTTIIES SI-fQfflI ON ANY PE RENCE DRA*lhGS Ir RCMOED BY T) E D rSTRIC T HM BEW ADTMD FROM THE BEV J RFOWATXN AVAI LABLE TO T m E DISTI$CT THE DEVELOPERCONTRAC7011 SHALL BE R ESPON S- ESE lv OIL =ATM ALL MSTING LrTIILITq�S WELL ENOUGH Jh ADVANCE OF THE EXCAVATjOh TO PREVENT DAMACAE DVRI lOF+1 THE DEVIEUFMCONTRAVOR SELL I8E FLESPONSOLiE FOR ANY DM4AGiE RESULTING FROM H;$ MP A71ONS On TINE PEE -CT ti WARRANTY PEFUCD T H E DEV`IrLOPEIR MMNG THE APPLICATK361 FOR A L 1W BISON SHALL 19E FMSPONM E fW THE 44TERLikLS Aki) POR SATTSFACY WY OPERATION OF THE FACKM FOR A PE ROD OP ONE YEAR FRDM THE TE OF STANCE (FT PROJECT AP40 TK BILL Of SALE TO THE (DISTRICT APPROVED SODS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY 9 IAI� Ii zI?I1 Ip 14 11 tea, L 0 w c) 0 ca T Lj � LIJ -%�ll (D 4449 4 CL � r RR La Md e 5 -ao� c cm to(64 tn } � 0. I z [if_LO L.J� I� .__. CL LU 3: Lu LJ.J 0 z 0 LLJ L.J c cr- LLIz I smi.t r ::l as R-417323 28 OF 37 MATERIALS Revised 05-16-11) GRAVITY � AW SEAS SHALL BE CONSTRUCT � �� I TO SECrIC +k 1� f47 OF T? A1'�► M �ICATKOt MJR $V T4E ERSTRiCT PVC GRAY" R MM AW Rai* GRAVITY SEMM$FV��BE �I�D FLEXW E C UIT 1�C Cmpoumo SKALl Ts OF AsTM a 1 M FOR CLAU T P DUCTtLEN (�S ) SRAM BE USED TV LtEIj I PRO'�D BY T� [RON PRPE 13 LINED Fo MTN XY LYL TH E OTR > RLI�iS AkWINATE rECHIv(XjES OR APPROVED EQUAL 0Ill LMl+X: 4 R rK VIANIUVACTURMfIfCIOAMENDA +L LJfi+ I D DJCTU MON PM 9344.L mAVE THE Lij MG AAPMCD TO .'I-' � WTERgC R mqwmom Im T1-c mAkLwAcrjREFm RFoouwNDATms B. LawtGS CIS'' OF Y Y TE yM RE SkN A+II>"ATA i I RAT)0 AT THE T&C OF TImT AP hCA�ll +! A' + A DR1' FIL # T om$ MILS IC WCHRESI COATING T1y CKNE 'A'�� t A M �T 'ERROR AI R THE SOT LNG oF T'hE PPE EA �� OM INCHE.Sl R'i0AWNAL MTH A wxmw rmaKhEss OF fo mLs m D1 a t'%00 ' N 040 TO M4NFM a POTENTLAL D"NS04AL ASSVWXY PR08d_Ek4S rKCKER COATtS ray BE ED PROVIDED 1:1OULL Wa'n#& AlL0WASLE TOLE x E TING TK LINU S4••RALL P ROViDE AN ASTM D16 TYPE V SYST'EM C KWKRCOAT IS A CALOLM ALUkILIvATE I TxR mArE OF F-UK0 CkN R �"i TE AND M 4LUl:'EI;wArE ACE GATES THE LAL4G S LALL BE I -' T -A OF t.25 MILS I&t25 li -tES] FOUR 12-"ZH +AND I..ER DAM S - 4 �+�#iES Pon PM L&RGER Th N 12 INC1 S *i "EAR CRACKS IN TK L0 Twm 0.E0 RU>� C1 A� FtKE I ARE PLOT PTA& T i�S E� $E APPUEID TO AMY SEA AT' LrRM- O rHE LXTERi R OF ALL DL CTRLE MOON FPES StWIL BE COATED w kt�L R001 1NCHE:S J C>c. WrAWOUS PAalT ACCORG1 TO A.NSVAWWA Cl Sl OA2151 ALL &5CRVO ES $TALL RE CONSTRUCTED IN ACCtXZ0ANC6 AITH THEE O1r1 7 T S OF T1-Lf STANDARD SPECIFICAT S AND T FIESOLLMO l-S CW TK Oa-MZT A- Ch ARE 04COWORATWIIIIEEi�CNSYRUEREMCE WESEWDE c At FOLLOW THE: 94STAL-LATM OF UgaN L S AS CLOSELY AS PRACrLCAL I_N THE �fThp Oa TRACT CCWTRAPCTOR SHALl AISTALL WE TO A M�%.MUM DOH ATT1* ��' L OF 5 FEET BELOW THEFLOOR TO BE SEA D OR S FEET BE L'D'rMf THE STREET Cis � WMD*WR RS DEEMER N CASU OF 1ACANT PROPERTIES OR PROPUMES VACL ,' W 150 FEEfi FpW SEWER O t T SJDE IM L BE D A k' •,. %'IL' FROM THE TEE UNILM OTHIERINISE APPROVED 9Y THIS Oi$T-fi T IN VM- '-a All STXI B SE ROCES SHALL TERUNATE YMll A R NCti WA1�RT1O•tT CO n. NE PROPERTY AND EASEUENT LEI€. OR 10 BEET PAST ATTW OPT7 1 OF THE DU%� , ALL ENDS OI' STUB SEWCES SMALL BE MARKED D BY A 12 GE GALvAwmc wm w AuNrH $y 4_I4Cs, TNEERi THE WIRE SQL EXTEND VERTI&CAUY FROkI TIRE C 4PP D kN CADtiND SURF L BE DITTO TO ^- T I +R FROM FqD TO ENDI -IETWER SHALL E lR+ID i ROM THE CJ&PPE D ENO TO A OF 12 DrCHES A310VIR ADIA J ANO SKALI- - $E PkNTr� TWM wHfTE IN rm T1~[ - _ - A1c-Fr STER+k XM ON ti '7w tACX RAC TeE END OF TW TOMER SDI BE QED'PE P roEiKE W INTN VE kEhCTF,r 0F TRH F JNSTALLED RTFF# T ► 1A •„ ]' T1MBE}2 �.17 ATTACHED V THE SEW" PIPE ALL SrDE SEAS L RE IT STUD FOR AOCEPTAN AT T SAME T'AE W MkN LINE SEIA'ERT 1.3 QED FOR ACTAIE ALL &":H STtdS WTO r fOLE 5 TO MATCH CROWNS a, 1 1 HOLIES L ik PRECAST CONCRM UNLESS REWIRED O ER& THE DISTRICT ANO 5*4ALL OrF TO STANDARC PLAID SIM EXCEPT PT `H E PC;r :VDUC04G CONES POURM N SCE DES SHALL PODT BE ALLOWED WJCWM , LLO Nkk-P )WEN$ION FROM THE BFMAK OF C TO TOP OF C+ T> SE 20 INCHES WTERK04. ATE 091110ELS. BENS$ AND RATS L RE Fes% U.SWG LC" SIB CLASS S SACK Ml X YM14 PEA GRAVE1 TO 5V 14CH ; ULM 5ZE) A0GREGATE 00NF N4 TO SMT04 6-023 OF rHE STATtKV S CRR 4TCAS TK rVATER J`� RAT)O SQL W7T EXCEED D 39 A WXTER4W_ NG ADMMi�TIIRE SQL rt INCLuDEO ON THE wA CADGER PUMW SK4a 9E 1 ENi DIAMETER DEFORUED BAR GALVo OR POLYPROPYLENE ET Y- TYPE STD UMWG THE RECIVIFZEMENTS OF ASTM CA" A TD WR 99, AND ALL W04A +AND OSHA VM:3FXJk_ 'F0N6 IDL YPW)Fri�NE STEMS_ GOF F C'i TO M O 4101. SKILL BE MJEOTIOM W0 M AFbXND A f 1. INCH ASTM A e1S C400C 50 STEEL r ONCO*0 COVERS'JimLL BE GLYMPtO FouNDHY MCCEL NG Mm3U DFr OR ApqRDWD COAL AND ALL SE 24I I DAWTE R CAST PJON OR DKTILE IRON WITH rKREE N4iCH gApETER x 1 1 -WHI LC03 COUN7ERSUNx N C STAIC,tLF SS STEEL SST HEAD CAP SCFM r3 kgID 50*U 1- NCH OLAhETER UFT BOLE LOCATED APPPDXrMATELY 3 kK1fES FROM TKOUTS- DEEtGE OF TIME COVER PRCNIDE &11W..H A 2 11-atCH STArNLESS STEEL CMRuLa Nkr WALLED 1H MANH E L. rFT ram. LM SHALL HAVE A NION. SKJO PATH E R11 CAS T W.E Ly ON TOP ViltH THE 1 `5Fr CAST 1R 3 ft:M MSED LEMRS Rt11 AND CC'r'ER SQL $4AVE oNF OF THE Lam€ DO M WX T 5 CENTERE 0 DRR EC rL Y OVER THE ACCESS L+4 ; ALL RWM40LE COVERS LOCA rM kN 51:13FAALKS OR DRIVEWAYS SHAU 9( DL+ C F"DRY no WIM Off NUMTH DES" OR APPROVED EQUAL 11'dFTH LOCXM LOAM &INCH OA$TWG RING AhO T)'E WORD 'SEYiE1"R'` CAST INTEORk LT ON TOP RN 3-1Fn4 LV7M UA TOLE ISEC-nGNS SHALL HAVE FTL NER rASKET JOIN78 CONFORW40 TO Affm O 443 ALL U AN44OLE J0141S MO PICK HO SHALL RE SEALE D F ROM TFtE'NSIot Ar,O THE OUTE10E WTTH A SAND AND P'ORT1 W CEMENT CONCRETE MIX COWRACTOR SkA).L PROWAN Bpi TR MECX BY & FOOT WIDE A.SM 1 T og CoNCRJM ORLLAA AROUND PlE R NS OF ALL MANHOLES LOrATZ0 IU UNI APRY ,i,R 1. LAND S QED AR>EM EASERIAEI+€TS_ AND ALL OTHER SAVED AREAS T A%%O�.T CR C HCT€ `R Wi L SLOPE AWAY FROM THE WMwKX,JE RIM IMPORTTEDGRAVEL MATERIAL PIPE BPWhG SHALL CC)NFORM TOSECTK AI 643 12(31 of TW STAND W.CKATONS FOLP40ATION GRAVEL SKALL CONFORM TO SECTICIN M 17 1F TW 5 IAJqCW C" 1fr MKKRLrN Ca.Fl ,[L FOR TRAM WXFILi SHALL CONFORM TO GT*N � � 11 OF 7 STANDARD S'PEC1lF4CATIOr+1S EXCI PT AT TRANS-4 I CUTS TO THE 1D kVyyL�,l>f {YR AT LITMLrTV CROSSINGS YMICH &ALL BE BACXFILLf D VATH CRUD GRAva` OR AS REQU IRE D BY THE GOVERNiNG ROAD AGE4 + DEVELCIIPERIONTRAClbkowLSE RES[ BIBLE FOR RE YII' AND D ING OF ANY EAO#S,* EXCAVA UA ER AT AN APP RMEG DISKMk $I T E CRUSHF-0 GRAVEL SURFACING CR H - D C-RAVEL SUAFA41NG SHALT C004FORM TO THE R Y WREMENTS op IN3) 4 'rM STANDARD SPEOPICATIONS ASPHALT CONCRETE PArCIi ARID OVERLAY ASPHA4.1 CO RFTE SRJFlf ACM FOR PATCH G AND SAY STALL R TO SECTION 5-. 2 X%-O 54A 1 OF THE $TANCARD $PEaFCCAT +IS ASPKkT C047fTE SuRif ACING SQL MEETC LA %.mCK P O, S&n O h* KOVI REME (;m AS ROE GUNRED BV THE GOVERWNG RW ACZRCY SURFACE RESTORATION Revised 05-16-11) T. 0FF31TE SURRFXCE R.ESTORAT +1 ALL PA' OR UNPAVED SURFACES E�NTS q_jAU .BE RESTOF�ED A ECK AL TO TER TKkK TROT WIi" EMTED PRIOR TO COP-tSrR=laN. ALL TREES. SjOMAoonOTC WROVE MENU SHALL BE SAVED, RE-LOCATE0, OR IERAOED BY DEyaopERpCONTRACTOR UM.E $ wp "07HERWISE 04 7)f- DRAMIGS OR EN THE EASEWNT SInPULArONS KSTORATION,t SHALL SE TO TKE SAT3FAr7ok OF TK DI$TRrCT PROPERTY 0V` NER.. Gt)vFRwqpG R ,D AGEhty pA5CoNSTFkUCTIoNpI_*TOOJ RFiS Sjgj 13.E USED TO APM STORATION 2 ROAD SHOU LDI R RES7 0-RA.n0N %MT HIIN RICH T ,WAY TK 57FNG SURFACANG OF WTURBED ASP•MALT SHOULDERS SkkLL K pEviro iO A Wl,RMAM DEPTH! OF D 04CHF $ SELO i CRONAI STREET GRAM TO PFOAIDE FOR P�CEMLNT OF TkL Ar .A AND PA�I TEE SMRAOE SKALL SE CONSTRUCTED OF I.1 �W>i MmUS CRUSHED SURFACip4 COU5- CUED TO A COWA+CTF,D THICKNESS SS OF 2�1 P2 NCtIES, FOLLoyvED BY 5 I %NU:5 CR'u. :D uACING TOP COOR PiAU D TO A AOTU fiHKXNE OF T-1+? ..JHES ALSPHALT CONCRETE PAVING SHALL T1HTEN N PLACED AND CCUPACTED IN zwCH UFTS up TO A MADM 4-INOH TtICKNIESS TO LATCH "TnG PAVE T14KX +RE SS MINWILI'M TItCKNESS SHALL BE 2 FNCHM TTqE ALDER SHALL BE REpLACED TC TKE IYRS''TI FOCI f..lt#E aN AAEAS WHERE THE EXfSTJNG ASPHA T SHOULDER rA sERojSLY 01ST ED, OR AT THE Eh' FtET M OF THE OiSTRCT OR THE GCVERNING ROAD AGENCY RESTORATION OF G RAVEL SHOULDERS SKkLL INUUDE A 1Mwti1MMU& ao t. jj2 VODEs OF CRUSHED SURFACING T OPURSEE AND 4�-11 rWJt ES OF CRUSPtm SURFACFRG BASS COVRU. I ASPHALT LT SURFS RESTORATION WTHIN R tGNT-0 F•1+ AY THE EXIIS71W ASPFALT SURFS SFW-L BE Ctj7 CAI A Nf-AT UNE By.SAwctmrNO PFiKXZ TO ExCAyAjjORV TO KCNIDE ACON114UOUSUNE FOL.LaWING P'R 1EFR E3,4 KFM-t AND rcmpAC 10N OF TIME TrEI+lR H. THE EOGLS OF THE S•i..URFACiNG SKKLL K RE-TPULOUZ13 12 INCHES WCER TFtA>*I TmE ExcA +A pcNvM STRUNG YER-riCAL EIS FREE FROM LRRECAR MITIES A I_jrr44NCK MINUS Lt E0 EI..IRFACI.NG SC4kF;$E SELL SE PLACED TO A COWACTIED -91iICXNE$S OF 4A '2 FODIESF, FCtl0 €a BY 51& INCH MiKU S CR L*HED 5RF/0NG TOP COURSE PLA= TO A CCWACnE) THKANM CKF 2 FNdCHES ELT C CAETC PAYING SQL THIEN aE PLC cFti AN-0 CowpAOTED IN 2-W.,h LFM TO MATCH THE: EXiISTM TKlCKNF' ; AND GRADE OF TKE ORIGINAL. SURFAZE ASPHALY PATCH SKALL HAJ : "' � TKCKN:F_S5 01F 2 1KNES , ',D A MAXIOUM TKCKNESS QF A D ES THE AS T PATCH SKAU 1,­ ' , 6 � OVERLAID MTi4 A MitillIVUM OF 1 1{ II C E C 41,+,CTED " TACT COi FlE'tR= ASPHALT OVERLAY SHALL FF --LrVnEVAS:DFTEFWINED BY THE i^IMC7S FIELD REPREStAlITATIVE NO OAT_ Y SKAU BE RECUR IF THE Fftk TRrIIdRMED E OF Ti-;E AS"AL tFATC11 DOES N#OT ENQhClll INSIDE THE FOG LINE OFF. IN LIEU OF A LIE W[T KIN 12 F Ei t f ROM TK rax:LS1'ING CENTFRLINE OF THE ROAD THE DISTMCT OR GCVERNIW ROAD AUKY RESERVES TK FUGHT TO REOUIRE AN OVV31LAY 004 ANY SECTJCN IF TK EDGE Of THE RoAo IS CUTS X14 Gt,F• rEII THEN TIDE ASMJkT PATC41 &lixl WEND TO TKE EDP OAF THE, {CURB UNLESS IMCATW OTHE'i?OSE BY TIE INSTkICT OR GOVERN k0 ROAD AGENCY ALL AWIHALT ,OI NT-S1$HALL BE SEAT M WtH APPROVLO SEALER MIELOPEWCON TRACTOR SFi a REPLACE E )STNG STRjPE F AND PA.VEACN7 MAMMGS AS aC, WIREO BV TkIIE WMF60 ;0 RHO AGE� DEVaopERrrANT1 SHALL MAWAi4 D OR I T MtX ASPqALT PATCHES G LY• DURING CONSTFZUCT10#4 TO THE SAP SFAOT0%I W THE GOVEI N,IG RakD AGENCY ARC THE T1 T`S FIELD REF ESETrAT VE UNYX SAID PATCH IS R: iPLA D WT TH A PEM+I, ENT HOT PATS TKE PE RLUUTEENT PATCH SHALL Pt ACEO AiD SEAL.E'D YMITH PAVWG GRADE ASPM LT WITHIN 30 CALENCM DAYS COWMETE PAVEMENT SK'kLL M RESTORED SISTE.gt WITH SECTON',J 11 0� T}-1 STJIND ID SPEVFICATONS AW CCACRUETE PAVE ME-NT TWFIC LANE AFFEGTED BY TILE TRENICKING SK-kLL MYE ALL AFFECTED PANELS READ GAIT CDWERLPA TENT 54ALL M RESTORED WrM AN 54AZA My, USING EITHER TYPE 4 OR TYPE III CEMENT Wn"N 30 OALEMI.AR DAYS 4 CUR BS_ GUTTERS, ArdD SIDEWAILI3 M-5Ttf4G CLIPM, GUTTERS. AND 50EWAIX3 DWAG1rD BY CONSTRUC 'M OF T PROJE-rT OR THE LORE USE AND ACTT`'*' UtAU BE REPAIRED TO THE SATMACTION OF T31 PROPERTY OY?PiCR, T14E OiSTRICT, OFF Tait GOVElk"G RDAO AGENCY ABM TO rTS 09k ODNVTO4 OR BETTER R. 6 IYON-PAVENUff RESTORATION *TrHrt+M I1104 T+GF-WAY CULTNATM LAWNS SHALL 01: RL STORED MT N SOO RESE E a1NO V MTNATF-:)LA4NS WILL NOT K AL LM E D WITHOUT OR APP'R +A1 OF E RT Y O eNEA AMID 045T RI T C,aNCUL TWAT[ ID t AV - PASTURE AND VAfANT fAho SKALL BE RLSTORLD *1TH A PASTURT GRASS NfETING TFfE FOUOWM rlrWRLEU -NTS DEED R PFIRENRIAL AYEORASS 1 WHITE CLOVER IFIESQ E 20r% R EO CREMNO FESCUE APPLY AT THE RATE OF 100 PWCDS PER ACRE MuL011 Sri. VA PMG "CH APPLIED AT 1 TOPOUNDS PER AM FERnUZER C0MhW CIAL MIA SOF= OF WIRATF, PW!5P %ATC AHD POTA91 OPM AT RATE CW 460 FOLM MR ACE 4 L UTRLI Y *DJUSTME wr TQ FINISH U DE ALL VTxFTY CONE R. MiM ARL LO AT F D ON P ROPOSFfJ A.SP1~W T RCAOtiyAyS StA L in C T E. UPORARILY OFO A T SU94FUkM EI AT*PRIG TO PVCWG CRUS -D SUm ACING MARRIAL FINAL ADJM TENT OF ALL 'COVLRS AND ACCESS ENTRrn 3H4141W UAL* F1iL ta Ftw P*ArG 6'y ;AWWTTNG OF THE PAV'F1M tNT A.R+ ND LIDS AND COVERS OPENM SHWLD NOT I- UkRG R Tim 12 INC HF S BE Y i0 R I E FUA CW THE CoVrA OFALOPERAXWMArTOn $IOU Ts* N REM(yVT E MAjt rjIAt SL I$WAQ g) CoURE AND F RS A00 ",SPNIS BRKXS: AND REPL.AOE FRAME AND CCNER TO F3Nksm 6AR E FI L ABM I►LN#ICALL Y C AO T ARC I)iE STRLICTUR E AND nu&w w rm atupim wAFAca4 mmRm FvNtsU RwA(.NG Pma ov Tv. 7-mo ODUFLWS OF ASPKkLT CC*KAE TF SUFITACsNG IWACTED AND SEAM ro PR OF A DE 1451 % I .)RMSUFU-ACE F04AL ADJUSTMEW OF All COVERS ANO ACCE SS C WFRWA P ALL RF ALE TAD WT T Irjw _w RATS IF 11'+ & PAWN0 T FIM CLEANUP I ICE QFVE L FL'CONWOR SHALL 01ANUP ALL AD J W ARM %CORAVI PLUCE VAR nj SEC T ICJ T T 7 OF 'THE STWjkRVWECtFiCATKWS S'R'R ETS AND RCAUWAYS SQL OE G1L A-liV EMPT MTH E)uW r ANO ArTFR 'mi k,NSTALL.ATRON WORX DiSTURMO S'4LS Rw SEFftoI O E4* D AM,M MNACR AfTE1W WS'TAt LATlOfY OR: TK wr R MAIN IN LOJF7ED AREAS SF Ca+N13 AND MULCHING UV _ VSINO ApP'RoyE!D IM r T�*OIDS W LI SE ACCEMM = OITOH UNE$ YMiiTH ER CKNS..E 51X OFI MJWEC' TO RAPO4 'S MAY REOUIRUE $EEotW, JUTE LtATnRG. NfinP4. OR ROCK LCNMG TO COF+ "KX IEAO At'y""TW40FWWWST-REAMDRMNAOFFACUM WHETHER OFTCHES ORPPE AND C-ATrH WNS,w)14GFi RESULTS FR34r4E SEE.R RAIN INSTAUATiDN SO4ALLOE �ANEID OUT AND T11E Yr4 SfTE ICES TORED TO # TA$+l E fiONR 4 i I PAHr SI T L C3 �lRVIJP it. TRAFFIC CONTROL DFVFLOPEWCONTRACT SQL BE RE 5 #'j'LfL F IF EM IN PERIM IC COL D.AwG oDN-SiRwT*k ON OR OLLONT'' TRAVELED COJKTY ROAVWA` S TWF10 - £,0NTR0k -eft Tl OUPL S OF SrECTIOMMI 1 `23 OF THE STANOMDSPECIFICATKNS ALL BW CADE S. SI TS, AND r'02ii L FORM TO THE RE-wiRor TmE 1 mAmx- SH3NG SPLA. 'Of LECMLIE E AM $# R) BE IS OAT THE END OF EOLCM WORKDAY IF NOT APPIL)CMLE AFTER CONSMUCTKAII HINIft WWN+1 BROAD CLOSURES CAANOT BE AVOOE D. 7-HIE DEYELO� R+GI TRH, , I t '.j%LL f - T D OF CL C SE D+ SiritiS A UIIN 1 M OF FNE OAY* PRIOR TO ME CLOSING IHE TTFKS AND LOC*rF"X THE SIGNS 5kk L FIE t KY&N CJ4 A DETOUR M Ah A DIEF T01IF4 P LAND MUST GE PgEPARlEID ANO BUBMI M r) � ' DIETq]I(, M IrIf L D R � -Pka :SE N T.ATI VE AGO AppRoWO By THE GCWtRNjf4G ISO AGE PCY PRK)FI TO CL It + A�V DRAYS 14 A.O:)I T CP, T H F 0EVEL()pER.�ojfnW TOR MWT t+1O11F V IN VYI:iMNIG ALL LOCAL 1~ IFtE LAW ENFOIRCEI�•E Fj T ALFf�I }fiES. MMO TRANSIT AND ANY OTtiERl AFF TEC P +1S AS CTEM D 0% D RIS rWLID kf k�R� SE AT AT LEAST FIVE DAYS PRXA TO T*+E ROAD CLOSURE APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY !'lfwl•l..l�! i PA go�de L) Uj In Uj '--' CD tD Lo 00 mC-L LL_ Lj UJI 'ta.� U. Mco m < { �-, La.I CAI I, U cn m L m x Uj lj Lu LL i co Lu 0 of.). UjLi! 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R&Mr IT� id rM n s Tp t war — — Q` STD 24-0 MAWOU FRAME [CAN TFdc CONE ro i xF 114 or 15-" % 4AU EE A* EXAM T NEEOED BAD SECT104 rOA IV Pi Pt OR CA :tsp IA # ESHALLOf 01 q OF T-HL COKE AXX W"rx LE COVCR 7 HAM SHJUA 1W NO 60ATFR rMM tr ARCM T CP rA CALS T Wi Ir GREATS T� U SWALL SITK*M HAM rcLo RUNG spAz& rQuAj Ly I ALL DffUUOR )FOR X INTS C WXU SKA41 BE CAMTM W TH STANDARD MANHOLE DETAIL PsG 27 rl APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY I� C5 r am_ -�J UD f� CD CDP CD to 00 IP- co r1e) 7--3 Ld �.i to 0 Lu f 'Yi FJ z CTS Lu docr! `NPei La �A i 00 co Lu LLJ L) c z ' , e 1 c i —F X L LLI Q Lu Lu Ljj Lu 0 co U) Lu c cl 0 W Of 0 ca Z 3: < f6ksr "w r { R-417325 30 OF 37 0 SUNRI�GE TOWNHOMEs�II wATRMJ4 IN EXTENSION ENGINEER AN-SrLY V47kFAMRING 27 NIE rTH Safi $QTKLL, WASKWCTON 9501 f (2ml 303- : 6 FAk (4251 659-9703 c4NYACT PERSC& BEEF AFCSTE . P £ SURVEYOR CEODETIC V[ir A 5 PO 90K 3 J � 425) $ —17491 cohlAcr DEPS001 ;t*04AA0 vAdVLLA. LEGAL DESCRIPTION LOT T x- GUXX 1. PL A T SMOWW ow * VCKIAW 40 = F1 , 04904-TImo. D Kcal) kjw0cR KCOM.Nc ki i$E-A &&C 149; { ALS,Q KNOUN AS LOT * Cr K66G. CJ+ f Y LOT LOt 4UWrMLy T q#L mL;K_rj 1 037 - CCV UW" MtORDIK KA00 90020MM ) PARCEL No. c"Nc0_w1._j WATER GENERAL NOS: AU ONE W AA 0 "PULP ft 0% 'It '' - 'Xft W 1M 1WD ALRA cmotou # PA 4 A MAM CFA"' XEO' M" K A-.fJ� &F XmDM rU11 i9XMT IIAi! FAAWA 3L W+ ' +A1 JR PJ' MUrM tCCCrf AhtA V r bq i@ W Y err lwk-m Id €ommkn mod, st V" V W nwmg rem am pcm � JR 10A FX KUD.WAIJ AW "R I IAAOMK +LA r.11 {W 6+I�jq 'WAN W Tf+WXV� 10++" r OAC 8r+ W �F#L 1 A O[ - FOA Wit rib% AT J4 CA Wp. t •g?, t Rft FWr W vjktRAc to lmuwLL vr7 V Y No awsm 4fr wall wpmmwr.%UK FEW um UNUA KA %R +00 1A Of ■ = W? A f I W P A6 MOM rw Mcm jwMong 04 M 20 = 6 FA*ftd mmo mVtf 104WMAFV-PLIUMXft0A&mma C)F--. E3F_= 1/4. ,Sw 1/4. EIEC�. 28.,'r-23N, n, WA 98058 " w i �f OWNER. - V Y. PROPERTIES. LL C. VLADIMIR DRoFIAK 15012 SE 253F?D PLACE COVINGTON WA 98042 PHONE No. 206-351-9289 1 44wAFAIL k 9 w rw '�j _T AT PIHL w yy I * * s } 7 5 _ r — - IL wqmlm A`V + r I - - ---- iSr 1E Off sKy igOAD- - — - Pq 71 I 16 7 1e � # 14 VICINITY MAPPLIM E RI DI { STATE PLAY. km?w ZoNc N &D Q3 /$1 . PER � Approved f BASIS _ BEARINGS � �� � ?6 4' 1, , see• 25, T - !N, Q Date 0075 Lu ul men r--ti uto F� SO NY' Or- W-AL POLE rm CA3E ,I + ++ walk x[ or Pm w rw.T Ra 14 4F !w ka 12.3-:1 LIj 00 CD ii LL- BENCHMARKS to=n>NMoff?wDmOF3CFV" V =A v LR"M ii&i E POW k rl = +cz r APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY •P fAMIDD 5v CEIMEty� S�JAVF_ONS SE R)ACES 4XL 9 TE PLAS FACND ti} is'i$ A RCH I TILTS SHEETINDEX i 7 COVER SHEV 7 DF 7 1 WATER KWN PLAN .L3 c �IwIAJER MAIN PROFILE & SEMONS -� ow 7 C si;roC TION PROVISIONS I MATE q1 ALS k SLIRFAC E RESTORATION Et OFAFD WATER TAIL � NOTES 7 WATER T.&I L S 6 NOTES BURIED U111,1TIES IN AREA CAL BEFORE YOU EMI all EZSTN!� u 9HOWs ARE #SOU 71if IBE5T AS TO J ,• J<'un In L Z �#! z CM uL --- 0 LLI 3 C) Z UJ Lu Lu 0 cr cr C Lu C,cc � LLI Ld Ld U) ,.4- C - ,vAs'l I or 7 COVER 1_1 � R-417326 31 OF 37 94? N IV / ) t's) ASEM T % �. L—�T_ ' (= 10 x r 4 ! . I F�F, _ l - ; c p 7l N F--: L- 1{ -4. SW 1# 4. BM . 911 T'E , R—OF.* W.. a ; %pk rwlNt% f � � � ,�� �• ATM �,,'�� Kx trit=11 N i++a� ;. .. �� F cu 4 • FI d.,61_ r I ! •s Id! FLAM vr* L F 3am w-.3 Z , IKON ITNCE' 2AjOr-=mlI(Y- D 4 NS I T1l k p 11POS E��\ _LESS i VEwAY (E) POWER P L TO REMAIN 91 FOUND 1 f 2' P ES OLR & CAP FL5 NO 40016 � k-_4.— I'� 5 T fr. ir s 5' bccd tAvl� fU PUMX - , r roR mil cf WAY T"q 1. Lo> PETROV SAY ROAD G) rx-os W411,15 W. (W LOCATE E fc•~r CST SI7[ 1 rn of ff� GAIT VALV". tr=ull") 4.'r U19D 4 1 C - WW @LAW I _4+ 4!r 9 I � COW T4imi`''fi "Vft \ 7 AAI# 7T-61:r- 7X L7 1 -coloc. THRUM T rAI *W- 8" TTr (win") 1 - ic TI ' STA." 2+M.4v. R-e LT 1 - V TU (FlXFL) 1 CSC YHRM U M' 2487!1'. elff LT 1 a am w KNO (wjxwj� Q' (I, KWI - Cam: Twwg 9UXm STA. '' 2+76S. Al I Il nEw LMATE M 0' OI wry D�ACT SIFZE STY MR AT THE ME OF C . I -+y�,�G� 6- GATE VALVES ( I+ft3,g 26.Y u INVALL n?E hrl , ASSY . (SEA VETS W- 5 51 #� 1 — B-x6F PZDJM(1 1 - f- GATE V L1 (FLWMV€ x SELF G' Or CLASS :i I - FIRE M ASSY (PJ, NOTE'm I WATER METER NEED TO BE 1N THE S;DL WALr- �`+ IN NE DRIVING LANE ATER METER I`'+IEE0 TO ;13E ONE F007 SEHIFE*S WALK A APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY MOTE ALL WATER LINES INSIID� TEE Lei i:RE PR'I1MAI}�y�.�'ECJLY�`yOWNED. OPER-4TE#D AtiZ BURIED UTILMES IN ARC.A CAI_L HE:F ORE c)U DID 811 EXIST iNG U T1 LITI ES SH'DWN ARE FROm THC BEST A.VA1LABLE INFORMATION AND N-0 ARAN ILL tS ISADE AS TO TIE EXACT SIB TYPE. LOCATION. LA DEPTH NOTE DEVELOPER / C ONTRAC TOR RESPChNSIBU To VERIFY LOCATION OF Ek TING WATER SERVICE LINE t6 ME7-TR TO TSE PRCkJECT SITE 5 A13ALNOON PER DISTRICT STA• �OTE, DEVELOPER f CONTRACTOR RES PW I RLE TO VERIFY L ATM Or EXISTING 9' OI a 6' AC. IN,4TER M411 PRIOR TO CWSTRUCT' OBI ICE HOVE ANY EXISTING (DOME T1 C USE) WEL-L ANDfOR EXISTING SEPTIC TAM AND iDRAI 1FIELO FROM SERVICE ACCORDING TO HEAL-fi I I)EPLRTmENT REQUIREMENTS ITT FINAL FIRjE HYDRANT LOCATION SUBJECT TO CITY OF RENTON FIRE wNRS H PER%JIT REVIEW AND ARFR OVAL 0 9 �!ijD 0 - Lu CIO Ln i LJ f = rl%lF LID 0 w m I z 44 cz jxd im.cq pq i 1 0 to � ire q z rq ) ICE 0 '• LI 2 to ui Lij 0 z ZE o Lj r U) LL 0= Ld UJ mommmmmp 32 OF 37 i R-417327 4( 4( 3< 9. &COMM T -.e11 TA 412k7,l4—. w Rlu wr �j ' �' ...��. �I 390 I 1 15 T& 6 a 74. t.1--SAD ov t d IL 360 A a w Q PROFILE U12-1 ALE, 1" w 0:' H 1 P* CONTROL T C-TuNE ISTAL 7 7 , Pru 397 13 re) AFL 8 "OTC" G I rXD LCME R (F ICF -fj 51-r PROD BADE 0 > D Y T T - � DRIVEWAY I& 400 RAE RS (r ) ,40 I . - -- -- 395 cq *-A � � .� IjI 1 r r)k 30 2zr fr — 'I ou i r i o plc I top ro IL 3111114.77 �� 14 Aid, 6+ 50 6 + ao 74 coo PROFILE LIG�.� "L1 SCALE' I's jw 0' 4' ) 0 385 PROPOSEO GRADE 0 DRIVEWAY m" EXIST GRADE el' D1 SECTION EX151 GR ADL 0 DRIVEWAY �- . 150 xmm -IrDi 400 3195 390 0 �rr SECTION — 5 -- fL;t 7 t N T I OP4 VAULT 1307TOW El sae t Sml* n EWLATE Ex. 0+DIWAM44 ELACT SIZE I'+I AT THE nWOF C ) 13+ GATE V1M (FI.AI) 8 &OA17C(FLx) 1- 4!' IBE]m.D (mixes) I -CONC THRUS7 MjXKIN.0 .5. . 7-r LT lo 1-84P � 4Y OF -ND (W:KMj) 1 - CJ%C THRu T Duo A-11" T+ei.r, 7,'r Ly 4 ` e+ 9cF Boo ( xIj ) `CONC. > STkoaK 1 ta: (mi) 4COK T JR SLr Mom. #4'f 11LT `itTM L , tH � =KM Ir GATE VALVE (FLU) W BOX A-2+ . l vp Ike LT t 9` w 00 (m$xw) r - fiHRUS7 Vl.� A-2+67 11 d 131.X LT T - 0* 9T BEND (mI ) T - COUC TIi &-CKM A-r 2+7aN, -8i.T LT FIE W LOCATE EX 5' DI WAM W N EMT S?ZE AND TM OF MAPNI AT THE TIME Of CONSIRUC11N) Au F7E M ASSy_ M AJL w- 5 SKM o I - &! may TE F VALVE (n-AP ) VOPAL APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY HuRIED U71LITIES IN AREA CALL K ORE YOU DI 811 EIGTING UTP! TIES SHOWN ARE rRTT,( OT AVALLA&E [NrOWAIION AND No GUIkRA O IS WikoL AS To rH[ EXACT SIZE. tyPE. LOCAT]Cft OF DIPT1�4 TO VERIFY LOCATION OF EXISTING WATEr� SERVICE LINE 3 METER TO THE PROJECT SITE 5 ABANDON PER OITRI CT STANDARDS. DEVELOPER i CONT-RACTOR RESPONSIBLE TO VERIFY LOCATICN OF EXISTING 8' 01 & F AC WATER MAINS PRIOR TO ST`R& T I ON NOTE- Of V EL ER /CONTRACTOR RESPONSIBLE TO REMOVE ANY EXIST I G =41ESTIC USE) WELL AMYOR Em T'I NG SEPTIC TAW 4W DRAiNFIELD FROM SERVICE ACCMING TO HEALTH DEPARTMENT -REW EMEDIT @A P! "I 46. � h--• #-, mDID tr 4 04 n #F • -:0 ; 0Lip) I w LA *- W Ll 0 LIJ � � � �0 LLJ Ld < CL 0 LIJ 0cf) z C- N8�_ FINAL SIRE HYDRANT LOCATION � SugACCT To CITY OF RENTON FIRE G'4 MAR51!!1L PERMI-T REVIEW AND 3 _ APPROVAL_ 3 C4.033 R-417328 33 OF 37 0 T STOLNO ARD On 'nORS ALL WORX. MATERIALS AM TESPNG SH CIE STANOARDS OF SWS ON£EK *ATLO k SEWER DIS TMC T AND #S TWDAKI SRECLWA rioN S roR ROA0. WOOL � UMC19AL CON S TRUCTom P. CURRY H T EDIT n0K r�S P'R PA 11-'niE WAS WV'ToN TA TE IDEP T TUD47 OF TRAN 0 HEREIN AF TER REFERRED 70 A S THC m� T��[3�i�p ' 1E� tI�M,C$�; ExCoT HEREN MC&n[D 2 TRENCH EXCAVATION, KMNG MLD BAC F7'L.L AU WQWW WM-c u TK F41T- CiF- WAY SMALL CWPLLY W111# ktL PE R TINM T T$, T1f1E '+� h� *OE�C'�S C1.1 �1 � R SIANDARD. T T D Ty " CkAo �A 1AE PROw CLEAJFIR; +' NI) CAtfflqS4 K mAu= To Ax A ROVFD wA-5 E DiSPOSOLL SJ TE PROVIDED By ()EL R/ TRACTOR 04E N T#EFd04G NRWC4* ExfSTNG PA-blEwDT, T PAVEAWNT Au BE T ON A NC A T� SIDES BE KEPT NCRiI -.O L RY *FOR ri TR�N�'�+ AS Ta> D DELorw 00 iUlfMATZLY R rhl MEKHBACKFU IS PLACED SIB AS TO CAUSE Tv4 LC+45 T Dr~ To% TO T1R AMC ALL PAvEuEN F SHAU K CUT f FOOT fx TSMETHE EDGE O+F THE TKW 4 ON E AC>1 S*E ANY MENCH ECG FOUR FUT 9N NTH S�"L BE P$tOMM 1a TH AMokj&TE SArETY SYSMWS WlnNiG W Rf O MLmEN TS OF r tE WA9-O C T S T A IT S-q;Ak SAS tY AMD HF-k TM At T (iMShA), 04ALPTEI:k *9 1 ? RCWF AM 1RCCULAt> S ADWM KRSUANI THERETO 114 ''O R/cat- RAC1 ALL R*+�+E ik �T1R now. [>�L�+ICER I#'E�7�M AiMp STAMP ANY +� ALL SHORING HLAFiS *' QN S tXVF-LOPER/CONTRAC TOR SHALL K R£SPU,ISmLE roR woftER SVE Ty AND THE CHSTMCT ill.l D THE (>ISTR C FS SIR ASSWLr MoFtrqNNSaUry WEN N*TIVE U-tTMAIL AT NE TRENCH fi W 'S I TA FOR i PWC D1Di N �� i� BE 14 M TO GRAM 50 T*fAT T PVPE VMLL 14AVE LJWF SORT N-ONC* THE RMUtU &ND KLL VTF:R PmE psPr IS W* °'LACE AWTIONA1 t#A D SE EE TW NATIVE UA TEflt+�L ""G THE N rS FOR D tC LkA TEMPI k SM JkLt K Fw A A T� �otHE PIS rm A 1M11Nr.utm � cRcvN rmE Pik Ohl NA T14 WA 1'IIAL At W TRENV4 BO MM * VO" OR OT IRLSE NCW _ .Mj r fw R14Frt �►#+�'D L+ �+ TD CIE IGRADEE AOC L MD A IR C� ppE �r, W+LTEM $E tS wl P lLA . A l Fick ILL t*JAD W LEC 1'+�A1'I A M j61 � CE11 rHE Rft >E TS Fi �G. OAI A- S"AJLrrM� K '-ACED AND T +ROAM 1FC1R A UM C)F 4 INCHES ABOVE IPC aMM Of l IF THE N iL 1u'E R * AL AT TIK TR£NClw BOTTCad 1S U r5Ln T FCM F'Q,14D A T fi V LSgF ,�. NG F 004 TWE . W.00A V,+� 1'EJa<I '� I BE RND AW Jl OR L if I � � FIi � OF CO ACTED it A TX)h WA TE Tw# U INCHES THE KDCMG RA rpmL SI~ Au BE CAMEO UP E1 LIr ON BOTH Srws OF THE P"P E 5aMULTAMEOVSLV jI AppltoVMATELy -rM ' Tit 1,A AND EA LA �` TH0R0VGK C, .�C`T� WtH &PPP ATE rCX LSUCHW SUCH R A TO *� tNjUgayG r N�C•i�yTK CoupLVED PALLNIE ALL KDDNO 4 3 NATr4 WATEMAL SmAU M STMEU AWAY FROM THE CAS (W A,LL 1p��4o ojLoKFILL SI'" u GE MEC-"AMCALLT COMPACTW To 95X *& Wig DEPMTY W NIN THE RIGHT- '-WA T ANO I All g,.REAS (.PAAr j +kC III IAA ) P<K STRUTS,. R0, * ik rSHOULDER& DRI V'E'i A YS. SI.DEWALiKS. 0A P ni- -LOTS WU wa , .jC TE D OFI AE vW5TFbuC TED OVER TWE T1R IC-14 EX EP T F JN S 04A 6 FAT tN CEPTH WNEN T� TRENCH Lfpnq E XC£ S S (-FET TaE NCm ID Ai Y�LL vP TG 4 FEET FP064 TK TOP OF THE E" 51-(*L.L ISE uE04AMCA.L.Ly rrjupkCTM To M or tr+F lo } j,,j 'A NS I1r-Y 'Ti< IRCM 'r# Tip 4 FCET Cc THE r"CH "AU NEN K ULCHahleikUY COMPACTED TO X OF T,mE Pi.. v , v �siSm FH uWAVU OtEA5 AF41) OTHER AREAS NC)T SJJBXCT rO VE4ULAR TRAMr., TqENCtq SAWn" mou rmt P T O 0 Irw i, 3 Rill OF THE SVWMX SH, W COMP A C 1ED TO S o C?F Tyr€ U AXLMUw Si T`rt T34E UPPER 3 T SHA;,4 M: C TED 1`0 95% OF "r#C b0"U DENSiTr' ALL iXFMWS SO4ALL Of DETD7JWWW By rrS T7 PE#±' n< -MOWIED PROCTOR VEIROD. AS%I D ti 557 THE mvixopen/coNrR.Acrm smAu or swgkwsmU FORpp`:' . 7 ENSTTY TE} T PEPS C T1' p w RR S Ii +� IMF S RID +4V IE 1I�A 5rii#�i�,T FL i _ LL L � I TES SH ALL BE TAKEN VA THIN E Y ET FOF TR�4 ('r'• '� h AND AT S UP TO 1R H OF TDEPTH. ON AS CYPECTED By NE DISTRICT'S FIELD REPRUSENT.AnVE OR rw coo f'r qirm Rim AaHC Y C Ou P AC.ON OF LA TMALS OR SER ACE L,Imr r RIEM+ CKES *EAU A.LBE TESTr "A EAEWREClED OY THE 9 i-CrS FIELD REPK5ENTATIVE OR TK CAWMIkCROAD ACCmc-r tE TING F. VMrN USED AS Rcou ED BY W GOKAN'R� FOAL A 'C'f, %1ALL BE Its XCCORI)Aha 1AIITH ASTM -32 TRVs04 IBA FILL SH ALL HE PLA= tH 00FORW LOW LAYERS NO uM THAN 12 IW HES THICK AND UIEDC C A L Y WkWAZTEID AS SP'E irfj ik Awir TREWCH 011ERP THE C I F IE a CCI AC PON CANNOT 9& ACHIEVED NPA TH NARVE EPACKFJLL. THE TOP 4 FEE1 WA,11 K A&LD C #SALTED TO 95Z OF TK U0I4*uUU DEKSITY MTH IMPORTED BANK RUN GRAVEL THE wpmcrs rrEw wuwcsENiAnvf RCSRaFS Nt i TT TO RrOVEST A CCW-PACf?0N try AT ANY A E Orw THE BACKEILL RAC tN CUTS TPAUSAMM TO THt ROAD ALJ ,4 T A#O AT &Lt VTLL I T Y CROSStNGS. THE EFL 11Rf TRrNc- 15H A LL CIE aAcxrum vvTo ciuspim sLm*cmo 9.Acgriu. site ku BE ftAm AND WE CH oU4] C Aj I Y COAPA C TED +N 1 - iNCH M,1 A XdMJij OF TS AFTF A B Ar_..F"1I_, AUG COMPACTION, AN MUEDf&TE C D MIX PATCH 'HAUL BE BUD AND M A1N TJUPIED IN A M AN NER ACCUPTABLf TO T VL9F11 dG FI<OAD KU94rr LyI#X RIEPLACM WIN PERIWANFRI 5j.1R:FA0 -G AU MANE OM FMW45 SHALL 19E r_A.' p Fill T 1oa Lodtf s5 OTKIRMSE APPR OvED BY THE O(STmC T 'IrRVICH EACAVA110ftS SMAU NC *AT _m BT USA L.L PCIt+I T S VSTEMS, 5LI14PS WTk PUMPS OMER W1110DS APPROVED $Y THE D+I i. X KwATIERiNO SrSTEmS sti.ALL BE uSCD IN ACCORDA)ia NTH GOW S TAr d DAIRD PRAM TTCE AW SKALL BE E F= F 0EN T ENOUGH TO LOWER THE %A TER LIEVEL tN "4DVAN C# Or rHT E ACA'0A W) Iir" T+L rj It Cri" TINUC"S1 r ro P THE TRChCH SO TTOU MO SsDES FIRM AND DR Y DEVLLQPCRICAD04t AC100 SHALL SUBMT THE Drop­OTVMO PLAN f0 THE L)IST'RICT FDR dRCVFEW AT LEAST 11] DAYS PRIOR TO 1XLWINC044 AW DE WA TEMC, Wlr.AW ALL C CE WA TEIRipo E .IjE N T Sri A LL ENE OROuTED NROU Grr I A DEWATRIUG POND PRIOR TO RASE CW DwAT KAI..L K (:O*TRr + li•Ap W NiNG OF THL BOTTOM OF EXCAV-61104S OR FORIIIIATION V .cKffCr'. C:O*1Da T1f IS MR11460 t �� Tl C 1 __ IP1�E'4 N FED AND N O S(XL SHALL 1 CR ON C) rN TO THE E XC A VAT1 OM FROM v f xC A '�A 11 OA 1'EIRFHO 5 Y4517 I; lou BE IDEVON0 ARID OFIC-R A MD SO AS tO FR E T,I T REMOVAL Cf NE FHA TURAL. UK$ THE III OPO If.+3N1R 1 % �AA, L i1 T ALL WES HA VE ON HAND Su:rFICICNT PUMPING EOLIIPMEN T AND MAiCHB ERY Mai ice) WDRX'ING C C*a'404 fji o ALt : T L MEpGf_ `+I CJE S. NOLU C rro r POWER WT.AGLS, JIND SHALL t F A `4 AyOWLAOU AT AL.l. TIIyMC j CC WN TEN t WOWER � FMOPERATION -rif SAID E 1PMENT 0C- J" j TITJV TOR SJIALL CDli'TFVX RL"awF So AS to PRL �1:1`TT LHTRY OR COLLECTION OF WATER IN I-XCAVATONS ARID +A#ri. M A!!j t Ar N l?'rF IUD.{ r-,*ULD 97A tE FHE FOUNDA tIi r1 IL,S AND ALLOW FHE Pt A C f M CN T OF ANY pACKru TO THE 1+CJtRILD €D()M U T i' THE RL:-I. A r,C gf gR D WA TT R TO ITS STATIC LEVEL MiALL K RERF MC D IN SUCH A IIJI1 A$ TO 1OA241M THL U101,7JR13170 1FA rf or THC IgATIJRkL FOUINO* WN SOILS. PREVENT DdSTURBANCE OF COWPAVED IHACYf kL. Wit MA247 FLOTANM OR IIIOtitUr PIT Ur UCTURF5 AND PIPEUNI S Lf 4.Erb ft C M1V SO4AU OE SP '51iE 1 r og PL. r N G tM B1 Au PcRw f iR ou I pT N u i rs mo PR D1r1510k+k s f OR MCOO TO iIU APSO MAIJACJNG WAXW V 4*R-!�U IpoM V4E EXCAVATION 9 00' & PfTuw TM#E DEP 1 I1 or cjDvfJR ran wA m+ m Ants S#aI.1 I r _ pVCH" FOR R - ita 0 # UJ AM TF R ANO SM AI_I_ F11 M A1N5 AND 48 - rNOHE S f M IAAJPf3 O;i1`R 6-44C S 04 [401417TIER MPT4 o ,4Vj AT DITCH ONtS 94ALL JViUT TK $E REOUiRE jVJTS ExOEPt1 ,IS IBLL BE AL.LO E D (L f 01 H 711E P 1410D 0~Qv#4 �jf 91f DISTRI C-F 4 CUNNE CTION TID E %jSjNG WATER SYSTILM THL �%L dk LNRiLCT1SH , NOYVY DO CA5TkICT'1l FlU11) IREVRE�NIATIVE AND OffIrm 11FI01J Al I.#: E1AST 48 f�(AJ 5 LN Ao' OF ANY CoNS j:jpA A),�0 MAKE CIE f+lt S MY AjgRAMCMMLM1T; 11w11'Mj 41C CHSrRIET'S NE.LD RtPRESENIATIVE iFiDR 1-FfC C NCCT1i-% E MSTING W&TR Mr pi TIld UL wf LOPLR/E MAcTOR `O4 L ND I OFILRA FL ANY CA rL vAL vt or mt wA SFr S rxT[lw Off'DFIf. R1F1G I AF TER C ATN 11 L)N � TR T PRIOR APPROVAL OF hit DISTRICT W DE A_1. rR /C0N TRAC T SHALL (URNI A+ 11 W-A, TE � IAL. E DA AND L480t ,�y FON MJL.II[11 ri THE COr,IKC nM ima(r qi1' SUprR'ASd'L�v fW nit Dry RRIC Ir TGIF 4a tjouR 1401�CE RL I1Tl.40CM1t NO$ CWNT SAYUK.AM YLJNDATj AND 110LICATS IA'C" - kLI_ NOT ot 5 TAX TED Vhlll. ALL V 1HC W A TER? a E owipuf it t iAF1D I An Rn NEr E e� c. AA v In PROPL RL x r-C&FOLf Tr. WORK TS ASSEWSUD Oh T)jE 9TE CINCI WORK 1S 5rA14TED ON A CI NECTI-o`i It sFf+�1. PRi E'CO 01 TiNu�SLy MTH T IHTCRRUPT10" �" Al RANXY AS S UN THE C NECTI�`�I 15 C I3jr tT0 BErOPE' QaDCRiK MATEFITA�S FOP AMY COUIJECT1014 TO A1wf EASIING NAT01 U . N 1EL ON rR AC TOR SF -I ALL E XCAVA rE TwE * A 1E R M AM MID VERW Y OU TUDE 'DI AUC TE R V ALL TRIPES F OR 0C TEaR.WiNA 11 ON W TEES CW 1rT"W,.5 TD K USED rHE OE ALOPER /E 1W1 AC TOR 'I ALL COQR D04 A TE ALL WORK ffi rH QPtC L)IS T RIC r S nLLID RLPRESWA91k. S SEP A1`1014 OF UTLUTIES h1kN1WUU SIEPAit.4T7 1>4 BETWU:N *AFCr# AND SEWER UAINS S4AJL C+:)NfORM TO SEC T1OH C1 r9 t OF THE-CFZITEFTPA FOR St WALE WOOKI DE SIGN-. CUMMM T Etw TI OIL+ A S PURL.kS� I1ED B Y THE BAR T1A E1Y t Of ECCXM I' Mr4iUUIIo SEP AR A n ON BE N&CP4 D T' l E R U TIL 1111ES SH K 6 lB tES ON A D Wsmm ON IWATO MAINS SHAU PASS UNDER STOW 5CWLP5 W+iEN NECESSARY TO MAIN TA;N THE Ui,ralmuu COVER AER IRE-MEHtS F 'OVATER kAAft THERE S14ALL BE •T LESS Tyr OLN A SIK- INCH CU5J110N BE TWUN TIE WATER L#AI115 &ND THE STORM SE PARS PUGEt SOUND ENCRv-Y VAUL_M "A ND R GLES A -No 1.1 CrH T S T ANDARO 5 5#1 ALL BC LOCATED N O CLO R MAN 1 O FEe T FROU AN T WA TER U rX HYDRANM ANO BLOW -OFF ASSEMIDUES AND ND CLMER THAN 5 FEE F FRLW ANY WATER SERVICES DEVELO R SjjAkLL 9E RIESIPOWAU FOR COORDINA117110N Or VAUL1S. HAND F11 ..CS, AND LIGW STANDARDS NTH TT4E WA" MArNS, SERVICES. nRE HYDRANM AND DLO -Off SCN S No CAS T1ROC TI CN 544ALL START UNTIL THE OE ER HA,S FURNI r;44E1) TH€ a L5 M C-r WITH A *01" WYCH MOM Pi!CXT S#AM ENERGY OR A SRO I-+= HARMLESS AORF EMENT (FORD SUPPLIED BY THE DISTRICT) IS RR"DED 6 ST BLOCKrNG ALL nmNus SHA-.L $E BLEED WITH POUR CONCPETE AGAINST LIND1STURSED ML VAIN SuMOLNT GCI4CRETE WD 3/4-IN04 RODS, IF RE QED. TO RESIST THE A£SULTANT FORCES BLOMNG SHALL HRO40E FOR R OWEL Cr ANY CC0aNECT10N TO THE rl7ft WITHOUT IDAIJAGE TO THE PITTING ME -RE UNFA VOR ABLE GROUND COND110IONS ARE Ff4C N TER EO, $PECI AL Pti OWNOWN0 WU DE RECIUM A$ DIRECTED By DA DISTRICT IN THE r1ELD , WHEN DIGGING NEAR FITtFi S ON ExWpmL PMP E LIMES,, LPcoRARY OLD LNG SHALL ALL RE M7Qa TO FRET NT 8Lo'dr)l TS- THRUST BLOCKING SHALL CONFOPkA TO THE STANDARD DETAILS 7. WATER MZKS IMTING P*E SSURC TE S m G oFF LNES SHALL E E IN ACCORDANCE MN SECTrON 7— 09 3I. 2 3) OF T4E STANDARD SPECIFiOiLTl DNS TEST PPE SSA SHALL K THE C)QSnNG SYSTEU LINE PRESSURE PLUS 1 SD PSI. BUT 1N NO CASE SHALL TIE rEST PRESSURE 13E LESS THAN 250 PSI U Sf'L*L.L BE QiSiINFECTUPER SECTTO1+i - _ (24) OF THE STANDARD SPEC1FICATI +IS. TIE DEVELOPER/CWRACTOR SHALL CUBE AND FLU-<34 ALL NLW WATER MAINS wHiLE BEING 08SERVILD BY THE DESTRICrS PaELD PEPRESENTA_nVE Y. S MCT SHE FURNISH THE CODES FOR Ti-tE DEVEWPIEO/CONTRACTOR MQ SHALL THEN BE RESPOIN EiNL,E F7CA OMM TI•#E NEW WATER wIN'S IXVELi ER/ ?N TR AC TDR S1 AL.L COORDINATE WITH DISTRICT'S FIEILD R E SEN TATI VE FOR THE LOCATIONS -MIK CUBED AFrER THE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM. THE REST i OF THE FIU SH;NG. CHLORINAnNG. P1RESSc.IRE okN E) purity TEST'S SH AU BE COI PLEitD THE N STRI C7 S1AL.t 19E RESP $ ELE FDR COLLCG tIN G 11iE SAURL:CS MD OBTAINING THE BACTERIOLOGICAL TESTS & REPAIR OF ICI PEE FA;LUR£S D R.,�K N OTHER mSE DCFECTivE PIPE SmALL BE 1REMO D AND REPL ACEC REPIU.R UA 4 D S OR -CLikMRS Si &t-L NOT SE USED TO REPAA BjRCWEN RIPE 9 JACKEO CR SI ri0 Al LOEATIDNS AS FEWRM $Y T1#E 06MCT i OoVERNING ROAD AGENCY. Chi AS PR 'OSEjD $Y THC DEVELOPER. WATER )AAJN GR GS OF ARTEMA.L ST RF M StI ALL BE to ADE ID T jjkC K rNG, IDRI VIN G. OR + UGORING A STEEL CASFNG PrPE BENEATH THE S~URFAC-E ALJ Crr#MjEINT Apo ADE CrF CASINGS FURNIS"ED SNAL.L B€ SUS THAT NO ADOIBOKAL Ft MNGS O-E NECESSARY To MAKE T-4E CONK-ECTI DN t F THE C Aq Wj DOES NOT MEET ME REOVIPEMEH T, IT SFALL BE A9,&FAO CAI ED B1y F ILL. NG THE CASING Vi'm MOIST SAND AND A NEW C A SING I N ; T A LLED 70 mEE T TlrtE tME AND GRADE REGU I REMf N T NO OIP&:N EXCAVATION SHAH 131 MAUL CLOSER TH M 6 FEET FROM 1rH:1 E DACE V P A'V EN T DI!AUE TCN Or tASING P IPIE SHALL K SUF F1CI E N T TO &LLDW IN S TALLA-RON OF ' i --. WATER PIPE WA-LL THiCKNESS SKA LL BE SIB M C±EH T TO WITHSTAND INSTILL -R111ION FORCE AND H I G -4 WA? LGAOIN G iMTH A UtNIM UM Tj r ` • , ESS Of 14- IN04. AFTER THE WATER PIPE WAS EIEEN AO.iUSTEG To GRAu. ROISF SAND SHALL EE TAMPED INTO THE CASMO PIPE T�IAT ALL. VMS WILL 18C ''1LL.JED MANUFACTL,IREO CASkNC SPACERS THAT PP�*AIRJT MOVE CUT OF THE PfPt IN ANY IDIFZECT30N IMTHIN THE CASING MAy BF USED tN LIEU OF FII..UNLP TARE YC)IG BEN THE WATrP UAJN AND niE CASINC WALL mrH SAD 10 WATER SUPPLY WATER SUPPLY FbA F1LUNG. TESTIN D AND FLUSKNO Ct THE NEW MAINS MAY DE AVAOLABC FRom I F+E E]CI S T11 G G [sTRI&B T1 CN SYS Tek HOWEVFR_ THE 1EVELOPCR/CONTRACTOR VALL BE BILLED IBY TEE VSTRIET FOR THE WATER USED At THE CU-R-RENT CO"MERCtAL METRRATE THE DE DOPER/ 1 TR AC TOR MAY PRG Hi 5 OWN Ut TERM(; f ACIU TIES TO THE SA TISF ikC TION OF f-I-E DISTRICT OR ACCEPT THE (YUANTTTIE5 ESILUA TCD 8I THE DISTRICT 11. DUSTING U TPUTIES EXISTM U11UTIES SHOWN ON A.F,1Y IkEFERL74CIE ORAW14GS PROvIDO Yy ME DISTRICT HAVE BEEN PLOTTED FROm THE BEST 1N1rCPR1JA1n09 AVAIL&BLE TO THE UVWT THE 100ELOPERX064TIROWTOR SHALL BE RESPONSIBLE FOR LOCATIN4, ALL EXJS-nN0 UTILaTIES KLL EINOU04 N AD vAN CE i THE EXCAVATION TO PR EYEN T DkuAOE DU IRMNO C STRUC-n THE VELOP O#4 TRACTOR ShiAL.L BE RESPONSIBLE FOR AN T DAMAGE FRE5U0 RN 4S OPMATIONS ON THE PROJECI TILE DEVELOPER SIRELOCATE OR REPLACE ANY E)1STIN0 FIFiE 141'DRAUTa LOCATED WITNaN 50 rUT OF THE DEVELOPMENT TO MECT p S me r S Rf IREWI-EkTS W NEW C ON STRUC Tt BY THE 1XOPM T CREATES A SAFM HAZARD OR A NON;C OmPL I ANT Cow-D1 TjON R1w 01 STRIC T ST ANDAIru SPLC:IFICA T] C94 REDUIR F IJLNTS 12 WARRANTY PERIOD THE DE 1LLORER MAKOLG rHE APFUC OL110N FOP A LINE EX TENSgDk SHALL BE RESF014 SABLE rOR 1 HE MCI A TMI AL S AND r �A n ' o1 c TC x 0KRA T)ON OF THE -rACUTY FOR A pploo OF 04E -YEAR MW THE C A TE Cw AOUPTANCE OF THE COMPLE TIED P60A C T AID TFIC BILL gF S AIX TO ME DISTRICT mvmmilrr pm W101 APPROVED SODS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY .1 4 , Lj 7 PD I Ln ri Lo C:> W OD in CL L-4 (3m) cz Li c • T' L + Z I y ul -� 'do err .. , Ljj E5 3: X CL LLI C� 0 LU 0. CC Lu L Lu 0 Ex 0 CO ty, cn }Z U) co LtN r R-417329 34 OF 37 MATERIAL (ftwa) ey s w w I RUC T LE Icy PI" T APPROVED SOOS CREEK WATER AND SEWER PLANS FOR REFERENCE ONLY A#1 IDUCTU IRON M 5HAL - C- '. . <W TO SECRIlION 9­3001 OF TPq SIANDARD SK CI�C T1 S` F' SMf Cl COhIF M t k 4 tII Ii p T I+ I 0 %DAMN ClN/ 471 # - 95, JI+ Sr�+A1„L E SEAL C�pAT . , ; P'L1 - O� t'1?P'E t1fH Ft ST ET ri T INTO ANN" GRWT5 jky vAkvrs {lli4 lTTiih4fi"1 Iv Air K W01AN, 1 ol IV [) ff"i ON L Cjr1`V.A n% AM Imo! +4WN& 1 EUN T DUCTU IROK PPE U&Kf*CTkftD AND DIEM .MTED BY -PAmC STATE* CMT pCk PPE COWANT SMALL B( MA" AC %) Af T[l 111M RES T1i A D AW15 rOA 0►M %f PIPI dtil IM. LJ S PWt ftiCliD L Skt.1 STSTEU OR APPROVO EI AL 2 F1'*'S FTTT114CS FOR DMTU IRON PW SHE COWCRW TO Si` To B- ,30. 0) OF THE ST44DARD SPEOMAnWS AM WAY K rLumcb. NKOOw Al D% mysK.oN As IR'il; o rt Ahow f1 t I>i o v1 J1LL C TO Ok ASS 125 t J4 NG 11R 1 T I 'T11+M + 5 +*1J D 1M1i1`w1 #_ LW RES1itJ1Jt'ir D�'XS OR � EOu� OMS>� G CC WAS U4A&L K 1 J! 1URt D (f t S Nt"GIN p TALL I1t#+1. 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THE t &UL RUUCTI-d MAAXLRS AS OEM tN SECT1 %-Z 1 OF THE STAmDojo V1c*XAr0v5 U BE: *STALLED AS REQLIMD J1Y W COYDbMG MUD A-GE1 Y ritE HyrAANTS WL BE COuPPM wrm sMomM Aom #cq PC#T TIRC00S im AC4MA 017k tHE REOPD&MTS OF THE LOCA4 rMX PROItCTCND4STWCT WYDA t %U" ft CLEMSED TW A —MTY ems+ rrK AMR M A;IPRV%E AL AU 14YMAXrS 51J w- p AiN tED ' ow wTr# M T OATS OF CL K,SI5TANT PtAM EL. SKSH rr"K OR AF+PROVM EDUAL TkT- DtSTAha FIRM TI f JH' DRMT TO, 1>t TE +SALvE SKALL BE STMCM 04 T14E N VORM I Oro( 2-04CK LETTER* D034G 1 TPROCESS FM Ut NE'LIr LM POW, ALL vAkWS A=WTID l01m TW Fff I#1 MANTS SPIA L BE SATED WAr rHE PlnlM TS rTLLEa 1ITH THE oph4AT1 NT AN-D UNDER DI AL CIP`ER A TLNC PRESSURE 4_ T WAM POSTS POSTS C.IOALL , 007 SE ft�IALLM VON FM AN'r Jk$WWLX3 VWM REND OY CeS MbC T TP QJAW PWr3 APE RE QED GY OISTMCT, MY SH O L FW M9X or WWOA�a=' f:oNl'NjTI: !! -N b I LL+# TL R, G FTU LONG AND BUM TO 'k mmaLIA DEPTH OF J W GUARD %ALJ� a[ S AT DC &4K ELLVATM AS ME DM CT RAW qW THE HVDRAPor THE E xPM PMTION OF HE WotD FASTS SHALL RE PAINTED A TI 12 CGA T�; OF EXILOW COMM TE PAM T, COLOR AS 0C9GPiAlVD VR"IE VALKS I;ATE VALVES 94ALL Of COP tW SZE AW rMPf 1 ATED Qh IX MAIWGS WN WONZ[-1,Xl+ItTLD FM59LCNT SEAT ERG DEMCES COWMA%G TO A1iWit CW9 Ok *WWA Cyr} VALVES SNiL.L BE COATED PER A1NA Cw NTH NON-FhsNG 57M OPN � f W' -AND K F� 10 TH AN OwW4 S T,1� 80 k VALVE (ND Ci NW C TIC*i5 VA Y rLk1 J)r MECHAMCAL ,JDQ4 T OR PLC +- AS M1rtW Rrr &L FL. FACES JAIL K �I A011F AND ORIL�EU M STW E WR11tCAL WNX VALVE SllU EMNSONS UN PtA -4 w—L= rO OPERATtNG NUT WLL K KW OW-W A RKG Nu T IS MORE TRAN A rtrT 9r gg SURMr#CE tHE VALVE STEM EXTE] SON TW SHALL BE I>NSTALL.ED o foI $ MCK S TO 24 po>is e,L rn*sH cRAix w NAVE A 2-&04 AK OPO ATINC IKJ T ANO SW-CENMRNG ROCK PLATE RPPCPT 100K I)Cwhi vC t SUtEWS SHALL NOT BE USED D4 VALVE OPERAllNG WEXIENWNS U~ACTOM SMALL PKrADE CATALM DATA. NE I NOW. AM A.S IKY DRAWNZ OF ALL VAL, %OES TO K P0rCHASM AND MIM SIALL.ED A-5 WLLLL AS m ,i.F1rIDA V! T Of C%-PLMCU ALL YA.L SHALL HAVE A WA MR VKMNG FWSSM fLArK E vALEN T TO TmE F E R.A TIED PKSM Or THE PPI EMI w404 TKT AK ms'T .LED. mTH A madwum 2.1 S F1ET1r FACTOR IN M.N Y MO M PIAL PIPE Si. & V&VE $0x ViLL'4 KX SAIL gE CAST stoN SLME!5 0400 AS MAR +tA AED RT GLYWGC 11'00"11 O &WROVM EQUAL NTH LID MARKED ATIR' ALL BOXES 94AU K aSTED TO MATCH l L nw.41 GRADE -IT TIAE YALYE LDCATI04 ALL VA VE wx CaA w 94ALL DE IMAM TE u OLVE. Owly Tw- VALVE KXES 90 TA 'EMS ARE SET THE SANI AS TEE PFE C ECT'F)hi mo Am 4-Ncm tHicx D'Y z- FOOT AGE ASPH &I T OR CMCRETE COLLAR AROVRO VkLVL BOX COVERS P4 T VIE UAwu pTS vALA MARKLA ITS 5PiALL K F'URpaSHM AND *4TAU.ED MTN LACH VALVE L*ILLM TK VALVE LS LOWED IN TK PAWWNT OR IN A VOLT RAWER PWS SHoLLL DE CONWE M TH 4-(NCH MNMG4W SWAK SECTM 4?-INCH LVICIhi, WO WALL IRE REmFORCED WTH OW 3 ' )E W R R Of R(MWCP4G STEEL WAftTRS SHALL DE PILACED AT T1-IE EDU OF THT MGHT-OF-WAY OPP09TE PiE VALVE AS MCTED SY ThIE EMSTRICT VITH 1.8 INCHCS OF i?f POST MVD AapwE GRAOC Tl,#L CxPOSED PAR Tm Voku K P AA T€0 19TH M CO+A T'S OF M+t 1r EA TCITtOR CONM TE PANT WTH H JHE SIZE or TIE WALVE AM W DISTANCE IN FEET AND INCHES TO tK VALVE STU C4LW Yd TH !BL ACX PATNT ON TmE FACE Or 'Dir POT tjSllhlS A SlrENCL THAT MU PRODUCE LLT7EPS W I iES 141C,"M & VET TAPS T+ i-i LiE 90LL BE " 432 IDR P CWAC ' T- VE SS VM SLEEVES WTH ;FlJ L COVERAGE MAMER GA t T OR CF01(Y COATED LO kG PATTERN `Air& OR APPROVED EOUAL . 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