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Home My WebLink AboutSWP272900 Kensington Crest / Shadow Hawk y 4 etO . 4 , 7LIf ?701S8 0 q �I II y bg Y" " a s "' ¢ 71 ,29e, " �7A � ,. ON OWN OA NDUPR 2 Monday, July 11, 2005 11 A3 AM aEroapiNp No. wwn/Y4ca Kensington Crest Short Plat (Shadow Hawk) Land Use Action No. LUA-01-064—SHPL Land Record No. LND-20-0285 A PORTION OF THE NE 1/4 & THE NW 1/4 SEC. 21, TWP. 23N., RNG. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON r art " 77 a158 lXx Sansitar sewer ea emenl. Rep. Area for private No.200f0501002112 20' Storm drainage 20010501002113�t\ easement. Rec. - Area for private �v S No.2001050f002142, 15- water main —j 0010501002143. easement. Rec. LOT No.2001o5D JOG 2142„ 200 f050 f002143. \J 1\\��--" X Area for private Ingress,egress antl \\ utl lilies easement 1 - 20010501002142, 20010501002143 \ / r� \\ Area far private LOT 1 \\ 15' Sanitary ICI \II sewer fort amain Neasement15.. Rec. 0110501002143. 8 n Z j \ O I 1 /%��ea for private \\ t I /�/�,T ti I 1 // 20' Emeraseme \\\ 4* 770l VV VO a ri 1 / pass nt \ o N t0 1 0t 2. Rep. N0. \ v II 2001050100214 \\ >I 1 1 zoolo5ofooz143.3. \\ 1 I \\ 0 200 400 _ Scale: II �trs�t„� 1"=200' IIC�,p4 EMI 3 \\ Centre 33639 9th A♦a—SaOth p� NW 21, T23N, R5E, WM aA E Federal Way,WA 98003 NE 21 T23N R5E WM (253)661-1901 smllp p� ,1.'. .. .- Pointe Pageantry Comma n rt ies 25400 74th Avenue South o to - Surveying Kent. WA 96032 5 '20tl N Larson IQNG COUNTY, WASHINGTON t1 lAAO 12-15-2001 wlc Feh. 19, 2001. ew" 1766 jUrff 1• -.zoo• 5101766 SHEET 6 OF 6 SCANNED JUN 10 2003 he— �- Print Map Page Page 1 of 1 King County . ; Parcel Map and Data _8E;SST-H 8T 71015800100 a P� 6k," 2002 King Parcel Number 7701580000 Address Zipcode Taxpayer The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.King County makes no representations or warranties,express or implied,as to accuracy,completeness, timeliness,or rights to the use of such information.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to,lost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on this map is prohibited except by written permission of King County." King-County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/parcelviewer/Print_Process.asp 07/11/2005 Parcel 770158-0000 Parcel Data Parcel 770158-0000 Present Use Code 20 Name Zoning R-14 Site Address 2910 ROYAL HILLS DR SE Jurisdiction RENTON Geo Area 75-65 Spec Area 700-3 15 Property Type Code K Block Lot Legal Description Land Data Land SgFt 497,637 Use Exemption Acres 11.42 Environmental No Water WATER DISTRICT Topography No Sewer/Septic PUBLIC Traffic No Views Rainier No Sound No Olympics No Lk Wash No Cascades AVERAGE Lk Samm No Territorial No Lk/Riv/Crk No Seattle No Other No Waterfront Location No Footage 0 Bank No Access Rights No Tide/Shore No Prox.Influence No Restricted No Poor Quality No Complex/Condo Tax Roll History Appraised Taxable Tax omit TaxValue Land Val Imp Val Total Land Val Imp Val Total Yr Yr Reason Page 1 of 2 King County: Assessor Property Characteristics Report Page 1 of 2 *6\:—I_ King County By law this information may not be used for commercial purposes. Assessor Condominium Complex Records: wT#f-- `770t,T7 C�b�, Tip: List all units in this Condominium Complex NEW Address 2900 ROYAL HILLS SE 98058 Complex Description 46 Unit Condo Complex Type Condo,Residential Number of Buildings 13 Project Location AVERAGE Number of Stories 2 Project Appeal AVERAGE Number of Units 46 Percent with 0 View Average Unit Size 0 Percent 100 Complete Land Type Fee Simple Land Per Unit 49748 Construction Class WOOD FRAME Elevators N Building Quality AVERAGE Security System N Condition Average Fireplace Year Built 2003 Laundry PRIVATE Effective Year 2003 Apartment N Conversion Assessor ParcelRecords: District Name RENTON Property Name SHADOW HAWK I Propeerty CONDOMINIUM Plat Name SHADOW HAWK I Present Condominium Use (Residential) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLIC System Lot Area 2,288,417 SgFt(52.53 Access PUBLIC acres) Section/Township/Range NE 21 23 5 Street PAVED Surface This report was generated:7/11/2005 11:16:23 AM Related on-line reports: King County GIS: Property_information FAQ King County Assessor: Submit a request to correct this information D_DES: Permit Applications Report King County: Districts and Development Conditions_Report http://www5.metrokc.gov/reports/property_report.asp?PIN=7701570000 07/11/2005 ' SURFACE WATER UTILITY BILLING ASSESSMENT Project Name: KENSINGTON CREST CONDO Note: Account was set-up before: Building Permit Number: B000109 need to start surface water billing Billing Account Number: 320270 Date to Utility Billing: 11-25-2002 Business or Use: CONDOMINIUMS(COMMERCIAL) Owner Name: SHADOWHAWK LLC Bill To: SHADOWHAWK LLC 25400 74T" Ave South KENT WA 98032 Site Address: 1000 Harrington PL SE Description: 201condomimnium units "Lot Size": 2,288,417 sf = 52.53 acres "Tax Lot No.": 2123059068 Comments: SWP27-2900 __ - _ __-- ................_-----...__-__._ Tax Lot No Area sf Impervious (sf) Assessment 2123059068 I 2288417 511478 22%= LOW H:\File Sys\SWA - Surface Water Section Administration\SWA 14- Surface Water Utility Billing & Assessments\SW-billing assesments\2123059068bill.doc\cor Map Output Page 1 of 2 King County MN r,T ni w uu .l iuuu rlwl w W . Map Print Page s T. W p �G31,C��r�s�� f � s � Vt A��-ray rrn n fitct� r'�s rn R-4- O rn {c)20�2 KING COIJHTY� IF Ton Legend ❑ 59kJ•::IedFgalurgs A]5 Ag-cwauwKJJx-35;x-es v3 vcyixrwu3�sKcc SIr99Is �u•c.. C3 Cun•nric:3�.•Kss Forgsl PrJdu•:;I'rJn dislrLl N N K , l3 Rcya-u 3J:WKs Boundary RA25 Ru•u A•w u-r:-'J x•5w-c. ❑ rJ rr•cc f,r AgriJullural PrJdu-.a'rJn dislrLI RA 5 Rra A•w u'k cJ x•5ur•as U Boundary RA 10 Rra A•w a-k LJ x-10:w-ca ❑ rs c JR J• •i Rc.c••.c u•k DJ xr 5:ic"CL Urban Gr wlh Ar9a Ling R 1 Rc.ck•r.a u•�:J x•:x••c Lakeland Larje RKegrs R' Resck•r.� -3Jx•ac••c ❑ Mu-:;k6:shool Trib9 Ro Rc.ck•r.a u Jx•x••c ❑ Par-:Y91 R Z Rcak-r.c J x:x-c In:;,Jrparal9d Area R12 ResUc•r.a 12--Jx•x••e Zoning Labels R 1.3 Re clu-r.0 13�J x x c Zoning ❑ R 2' Res cL-r.1 2'DJ x--w-c A 10 .4y'c'i-ra u'K:J x•10:x••c: ■ R„ Rc.&-, -„'-J x•;x••c :cn'r: :cu'r.: The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such information.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on http://www5.metrokc.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Cli,... 11/07/2002 King County: Assessor Property Characteristics Report Page 1 of 2 King County F jjjj�� 0 k By law this information may not be used for commercial purposes. Assessor Real Property Parcel Number 2123059068 Records- Taxpayer SHADOW HAWK LLC -- - - .--- Account Number 212305906803 Tax Year 2002 Levy Code 2100 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value $866500 Taxable Land Value $866500 Appraised Improvement Value $0 Taxable Improvement Value $0 Parcel Number 2123059068 Taxpayer SHADOW HAWK LLC Account Number 212305906803 Tax Year 2003 Levy Code 2100 Tax Status TAXABLE Taxable Value Reason NONE OR UNKNOWN Appraised Land Value $961100 Taxable Land Value $961100 Appraised Improvement $767300 Taxable Improvement Value $767300 Value Assessor ParcelRecords: District Name RENTON Property Name KENSINGTON CREST Property COMMERCIAL CONDO Type Plat Name Present Condominium Use (Residential) Plat Block Water WATER System DISTRICT Plat Lot Sewer PUBLIC System Lot Area 2288417 SgFt (52.53 acres) Access PUBLIC Section/Township/Range NE 21 23 5 Street PAVED Surface assessor Legal Description Records: Account Number 212305906803 Record 01 Number Legal Description 212305 68LOT 1 OF CITY OF RENTONSHORT PLAT NO LUA 01-064 SHPLRECORDING NO 20011212900014 IRecord http://www5.metrokc.gov/webmaps/property_report.asp?PIN=2123059068 11/22/2002 •King County: Assessor Property Characteristics Report Page 2 of 2 Account Number 212305906803 Number 02 SAID SHORT PLAT BEINGPORTION OF GOV LOT 6 INNW Legal Description 1/4 OF SECTION 21-23-05AND PORTION OF GOV LOT 4 OF Account Number 212305906803 Record 03 Number Legal Description NE 114 IN SECTION 21-23-05LY WILY OF MERCER ISLANDPIPE LINE R/W This report was generated:11/22/02 5:00:59 PM Related on-line reports: DDES:_Permit Applications Report King Counter Districts and Development Conditions Rem King County Assessor: eReal Property Report(PDF format requires Acrobat) King County Treasury Operations: Property-Tax Information Recorders Office: Excise Tax Affidavits Report Recorders Office: Scanned images of_plats, surveys, and other map documents Enter a 10 digit Parcel Number: or Enter an address: Search King County I GIS Center I News I Services I Comments Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/webmaps/property_report.asp?PIN=2123059068 11/22/2002 4 U � PLEASE TYPE OR PRINT' REAL ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE SEE REVERSE CHAPTER 82.45 RCW—CHAPTER 458-61 WAC when stamped by castuer `.., For Use At County Treasurer's Office (Use form No.84400111 for.Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Name Shadowhawk LW--,.a Washington Limited Name John D Brown and Vicky J Brown,husband SELLER Liability Company BUYER and wife GRANTOR Street 25400-74th Av---South Street 3004 Southeast 12th Street#1072 City/StatelZip Kent,WA 98032 Ctty/5tate/Zip Renton,WA 98058 Address To Send Ali Property Tax'Releted Correspondence All Tax Parcel Numbers County Treasurer Place Assessed Value If Tax Exempt Name John D Brown 212305-9068-03 Street 3004 Southeast 12th Street#1072 City/State/Zrp Renton,WA 98058 Legal Description.of Property Situated rn O Unincorporated _King County, or❑in City of Renton Street Address(if property is unproved) , 3004 Southeast I e Street#1072 Renton,WA 98058 UNIT 1072, BUILDING 12,)VOLUME I83 OF CONDOMINIUMS, PAGE shadow �� .e�n�ttir�iu�.s Is this property currently YES NO Classified or designated as forest land9 ❑ Description of personal property included in gross sellmg price,both Chapter 84 31 RCW tangible(eg,furniture,equipment„etc)or intangible(eg,goodwill, agreement not to compete,etc) Classified as current use land(open space, ❑ farm and agricultural,or timber)9 Chapter 84 34 RCW Exempt from property tax as a nonprofit ❑ organization Chapter 84 36 RCW If exemption claimed,list WAC number and explanation Seller's Exempt Reg No Receiving special valuation as historic ❑ property? Chapter 84 26 RCW WAC No (Sec/Sub) Property Type ❑land only ❑land with new building Explanation �L�d with previously used building ❑land with new mobile home t timber only ❑new building Type of Document Statutory Warranty Deed Principal Use ❑Apt (4+umt) idennal Date of Document 10114aW2 ❑timber El agricultural ❑commercial/industrial Gross Selling Price $ 194,9900 ❑other Personal Property(deduct) $ Taxable Selling Price $ 194,9900 (1)NOTICE OF CONTINUANCE(RCW 84.33 OR RCW 84.34) Excise Tax State $ 3,470 8: If the new owners)of land that is classified or designated as current use or Local $ forest land wish to continue the classification or designation of such land,the Delinquent Interest State $ new owner(s)must sign below If the new owner(s)do not desire to continue Local $ such classification or designation,all compensating or additional tax Delinquent Penalty $ calculated pursuantio RCW 84 33 120 and 140 or RCW 84 34 108 shall be Total Due $ 3,470 8: due and payable by the seller or transferor at the time of sale The county assessor must determine if the land transferred qualifies to continue classification or designation and must so indicate below Signatures do not necessarily mean the land will remain in classification or designation. If it no A MINIMUM OF$2.00 IS DUE AS A PROCESSING FEE AND TAX. longer qualifies, it will be removed and the compensation taxes will be applied All new owners must sign This Land ( )does ( )does not qualify for continuance AFFIDAVIT I Certify Under Penalty of Pegury Under The Laws of The State of Washington Date That The Foregoing Is True And Correct (See back of this form) DEPUTY ASSESSOR Sianature of . Excise Tax Search Results Page 1 of 1 Recorder's Office Enter Search Criteria Results_ � Search Results-14 matches (Records 1 -10) ETax Date Grantee Grantor Document Tax Parcel Jurisdiction Sale Sale Tax Image Number Received Type Date Amount Amount Status 1439803 7/27/95 D 2123059068 KC 7/25/95 $0 $0 Scanned 1815260 5/1/01 SHADOW GENERAL QCD 2123059068 RN 5/1/01 $1200000 $21360 21 Scanned HAWK LLC, ACCEPTANCE CORP, 1917155 10/23/02 SCHALKLE, SHADOWHAWK WD 2123059068 RN 10/11/02 $182500 $3248.5 Scanned MARCIA G LLC, &Verified 1917156 10/23/02 SCHALKLE, SCHALKLE, QCD 2123059068 RN 10/11/02 $0 $0 Scanned MARCIA G ROBERT E &Verified 1917168 10/23/02 BROWN,JOHN SHADOWHAWK WD 2123059068 RN 10/14/02 $194990 $3470.82 �—]Scanned D LLC, &Verified 1917208 10/23/02 REVELO, SHADOWHAWK WD 2123059068 RN 10/17/02 $204028 $3631.7 _]Scanned EDUARDO J LLC, &Verified 1917770 10/25/02 TREY, SHADOWHAWK WD 2123059068 RN 10/21/02 $201340 $3583.85 Scanned CHRISTOPHER LLC, Verified. 1917933 10/28/02 WILLIAMS, SHADOWHAWK WD 2123059068 RN 10/21/02 $187000 $3328.6 J-1 Scanned DUERETHA LLC, &Verified _1918736 10/30/02 CARING, SHADOWHAWK WD 2123059068 RN 10/24/02 $184000 $3275.2 �=]Scanned CANDICE E LLC, 1918758 10/30/02 TUCKER, SHADOWHAWK WD 2123059068 RN 10/23/02 $224000 $3987.2 2 Scanned KAREN C LLC, Page 1 2 Next Web application page format updated: September 30, 2002 Recorders Office Home Page I Customer Service Questions (searching and indexing assistance) E-mail the-Recorders webmaster(to report website problems only) K[n_q County I News I Services I Comments I Search Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://146.129.54.93:8193/etax/etaxResults.asp?cur=etax&scur=Results 11/22/2002 . 4 f7GCGl UGJ f lCc!,��2 z� MEMORANDUM RECEIVE(, SEP 18 2002 CITY OF RENTON DATE: August 16, 2002 UTILITY SYSTEMS TO: Arneta Henninger, City of Renton,Engineering Specialist(w/enc) /enc) Terry Flatley, City of Renton, Parks Department(w/enc) Bryan White, Pageantry Communities (w/enc) Dale Westmark,Westmark Excavating Inc. (w/enc) Norm Larson,Centre Pointe Surveying, Inc.,P.S. (w/enc) FROM: Rob Armstrong RE: Summary of August 16, 2002, Meeting with City of Renton to Review Erosion Control Comments by City of Renton Parks Department Shadow Hawk(f.k.a. Kensington Crest Condominiums) Our Job No. 7432 Attendance: Arneta Henninger, City of Renton,Engineering Specialist e c 7 Terry Flatley, City of Renton, Parks Department Bryan White, Pageantry Communities Dale Westmark, Westmark Excavating Inc. Robert J. Armstrong, Barghausen Consulting Engineers,Inc. ` 1. The meeting was organized by Arneta Henninger because she had received e-mail comments from the City of Renton Parks Department that the development of the Shadow Hawk project has caused disturbance on Parks Department property. Arneta has received several a-mails from the City of Renton Parks Department and she forwarded them to us for review before the meeting. 2. There were four areas of concern identified by Terry during the field meeting and we walked the site to inspect each of them. Please refer to the attached map showing each of the four locations that were reviewed. 3. Location No. 1 is at the north end of the project near Building 37. A fill slope has been graded where the sewer pump station, drainage vault, and driveway has been built. An existing trail through the woods was marked with orange paint and orange ribbon. The north property line is approximately 50 to 70 feet north of the area of disturbance. A tree has fallen over at the toe of the fill slope,but it is on the Shadow Hawk property, not the Parks Department property. We walked the trail and observed the orange paint and ribbon. Dale explained that his company set this paint and ribbon along the trail all the way back to a fork in the trail that is located on the City Park property in order to keep hikers from taking the branch of the trail that leads up toward Shadow Hawk where he had a large excavation for construction of the sanitary sewer pump station. This was a construction safety -I- 7432im.167.doc measure. Dale removed the flagging as we walked back up the trail to get back on the Shadow Hawk property. Terry requested that erosion control be addressed. Rob responded that we would have a project team meeting with the contractor immediately after this meeting and discuss how hydroseed, silt fence,and slope fabric would be applied. Terry and Ameta requested having the surveyor do an as-built survey of the limits of grading/clearing and plot it on a map showing the property lines so that it can be provided to the City as verification that clearing and grading disturbance has not been done on the Parks Department property. Centre Pointe Surveying,Inc.,P.S., will do this as-built. 4. Location No. 2 is near Building 36 where fractured concrete ballast has been added on the northeast side of a rock access road slope near Catch Basin No. 3. This location is approximately 140 feet from the northeast property line of Shadow Hawk and, therefore, is no longer a concern to the City of Renton. 5. Location No. 3 is off-site to the east of Shadow Hawk, within the 200-foot-wide Seattle City Light transmission line easement, between the transmission tower and the Cedar River. There is a 10-foot-wide dirt access road that was used by Westmark Excavating Inc. to install Catch Basin No. 1. Dale explained that road existed before he installed Catch Basin No. 1 and it was built by Olympic Pipeline Company within the 200-foot-wide easement for maintenance access to their petroleum pipelines. Westmark Excavating Inc.used this existing access road under the inspection of Marvin Burgy, who was the City of Renton Inspector at the time and has since retired. Terry explained there was a "letter of understanding" between the City of Renton and Pageantry Communities after Westmark Excavating Inc. completed their work that seedling shade tolerant trees were planted in the roadway. We observed that small (2-foot-high) trees or shrubs were planted and growing in the road. We also observed some gopher holes in the bank of the Cedar River to the south of Catch Basin No. 1. There is some silt fence still in place that needs to be removed and a small section of chain-link fence that needs to be removed. Terry will look in his files to find the "letter of understanding"to see what the original requirements were before deciding what needs to be done,if anything. 6. Location No.4 is a slope failure that occurred in February 2002, on the east side of Building 17. This slope has been repaired with fractured concrete ballast as directed by the geotechnical engineer, Brad Biggerstaff. enc: Half-size copies of Sheets 1, 6, 7, 8,and 9 showing the four locations -2- 7432im.167.doc May . 10 00 01 : 31p p• 1 r HA VS �j CIVIL ENGINEERING,LAND pLANNING.6URv6YiNG,,rNVIRONMENTAL SERVICES 8 , DATE, �� 10 2000 e TOTAL PAGES 9 (including cover sheen: FACSIMILE: 425 430-7241 TO: Allen Q- city of Renton FROM: Mark Sumrok RE: Kennsin ton Crest Condominiums JOB NO: 7432 MESSAGE: Allen, our review. Please call if you Here are the calculations for the energy dissipator (cb no. 1) for y have any questions, thanks, mark Fax No: cc: Fax No: Fax No: Fax No: please call(425) 251-6222 if you do not receive the Indicated number of pages. Mai 10 00 01 : 31P P' 2 DATE: PAGE OF BARGHAUSEN ENGINEER: CONSULTING ENGINEERS, INC. PROJECT n: 7�3 PROJECT/SUBJECT: �en�S%n ort C t-GS T _..... i 7•• 71 i . .... for - Gr f�F ;...._....` ;. __ .. /i ....... .... .......:.... . 1 ir.q3 8..... ............._.... Q.I vD _._. , _.... .._.. ; 1_I.. LI r 44A .. 1/15 :_..._.__..-..... . ....._ . .__. i E.¢e rrHlnG .._........... ...... i : Q.. �. o� z __. . ►- �• : O f •w fir- �!� . 1 : _.... . •'i i _...._............ i 1 • Via. _ .. ! 11 , L.__ . �...... � .. j .. ` .......... .. ,.. i !w - -'- i : _... _. �p `f lk , : _ . .. • .. ,i • • :� ... .. u � , gg : 1 : : i. i ......... ...... .:........ .......... ......... - .i... _. i _.... _..._' '....__..._. _.._..' .. ... _.. .._ _.... .:........i... : ........4....._._.... .'_...__.......F..._._r.-...._.. ..J_-_. ._ t May , 10 00 01 : 32p p. 3 5/10/00 9 : 36 : 39 am Shareware Release page 1 Kensington Crest Condominiums BCE No. 7432 CB No. 1 Energy Dissipator-Calculations----------------`----_________ BASIN SUMMARY BASIN ID: D1-100 NAME: 100yr/24hr POST DEVELOPED SBUH METHODOLOGY BASEFLOWS: 0 . 00 cfs TOTAL AREA. . . . . . . : 6 . 15 Acres PPRV IMP RAINFALL TYPE. . . . : KC24HR 2 .38 Acres 3 . 77 Acres PRECIPITATION. . . . : 3 . 90 inches AREA. . . 838 98 . 00 . 00 TIME INTERVAL. . . . : 10 . 00 min TC_ . . . : 17 . 92 min 17 . 62 min ABSTRACTION COEFF: 0 . 20 2 r: 2 . 00 s : 0 . 1200 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p y TcReach - Shallow L: 160 . 00 ks :11 . 00 s : 0 . 1200 TcReach - Channel L: 560 . 00 kc:42 . 00 s : 0 . 0050 TcReach - Channel L: 355 . 00 kc: 42 . 00 s : 0 . 0600 PEAK RATE: 4 .36 cfs VOL: 1 . 64 Ac ft TIME= 480 min BASIN ID: D2-100 NAME : 100YR/24HR POST DEVELOPED SBUH METHODOLOGY0 . TOTAL AREA. . . . . . . : 16 . 96 Acres BASEFLOWS: PERV00 cfs IMP RAINFALL TYPE . . . . : KC2414R AREA g 99 Acres 7 . 97 Acres PRECIPITATION. . . . : 3 . 90 inches 600 TC. . . . 98 . 00 TIME INTERVAL. . . . : 10 . 00 min CN• . . ' 8 . . 100 min 19 .17 min • ABSTRACTION COEFF: U •20 2 r: 2 . 00 s : 0 . 1200 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p y TcReach - Shallow L: 285 . 00 ks : 11 • 00 s : 0 . 0805 TcReach - Channel L: 600 . 00 kc :42 . 00 9 : 0 . 0060 'PEAK RATE : 11 . 08 cfs VOL: 4 . 27 Ac-ft TIME: 480 min May , 10 00 01 : 32p p. 4 5/10/00 9 :36 : 39 am Shareware Release page 2 Kensington Crest Condominiums BCE NO. 7432 CB_No. _1_Energy_Dissipator_Calculations HYDROGRAPH SUMMARY PEAK TIME VOLUME Contrib HYD RUNOFF OF OF NUM RATE PEAK HYDRO Area Cfs min. Cf\ACFU Acres ---1-----15 433 480====257566 Cf 23 . 11 May . 10 00 01 : 32p p• 5 BACKWATER COMPUTER PROGRAM FOR PIPES pipe data from filc:7432-1.bwp Usirig a broad-crested weir at intermediate junctions Individual CR's subject to surcharged condition should be simulated by raising the overflow elevation to an appropriate height above the rim elevation. Tailwater Elevation:50. feet Discharge Range:12. to 15.438 Step of U. 1 [cfsj Overflow Elevation:174.7 feet Weir:NONE Channel Width: 1.5 feet PIPE NO. 1: 5 LF - 96"i:E @ " ""* "a OUTLET: 50.00 INLET: 45.00 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 50. 00 BEND: 0 DEG DIA/WIDTH: 8.0 Q-RATIO: 0.00 Q(CFS) riw(FT) KW ELEV. ` N FAC DC DN Tw DO DE HWO HWI ###************* OVERFLOW ENCOUNTERED AT 12.00 CFS DISCHARGE *#*****#****** " "•,..a��ay��.� ACTUAL OvERFLOw MAY OCCUR AT LESS THAN 12.00 CFS **************** OVERFLOW HEADWATERS ASSUME 6.4 FT. BROAD WEIR 12.00 5.00 51.13 * 0.012 0.89 0.00 0.00**0+84**6** ****.4**#*4+4* *****####*#*####**##*##*#* PIPE FLOW PLUS WEIR FLOW 12.00 5.00 50.00 12.10 5.03 50. 03 12.20 5.05 50.05 12.30 5.06 50. 06 12.40 5.08 50.08 12.50 5.09 50.09 12.60 5.10 50.10 12.70 5.11 50. 11 12.80 5.12 50.12 12.90 5.13 50.13 13.00 5.14 50.14 13.10 5.15 50.15 13.20 5.16 50.16 13.30 5. 17 50. 17 13.40 5.18 50. 18 13.50 5. 18 $0.18 13. 60 5. 19 50.19 13.70 5.20 50.20 13.80 5.21 50.21 13.90 5.22 50.22 14.00 5.22 50.22 14 .10 5.23 50.23 # 14.20 5.24 50.24 14.30 5.25 50.25 14 .40 5.25 50.25 14.50 5.26 50.26 x 14.60 5.27 50.27 14.70 5.27 50.27 # 14.80 5.28 50.28 14 .90 5.29 50.29 15.00 5.29 50.29 15. 10 5.30 50.30 May 10 00 01 : 32p P• 6 15.20 5.31 50.31 * 15.30 5.31 50.31 * 15.40 5.32 50.32 * - �oD 15.50 5. 32 50.32 PIPE NO. 2: 665 LF - 1811CP @ 19.50% OUTLET: 45.00 INLET: 174.70 INTYe: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI *#*###******+*** OVERFLOW ENCOUNTERED AT 12.00 CFS DISCHARGE ACTUAL OVERFLOW MAY OCCUR AT LESS THAN 12.00 CFS 12.00 2.48 177. 18 * 0, 012 1.32 0.SU 5. 00 5.00 1.32 y}*** 2.2.48 51 12.10 2.51 177.21 * 0.012 1.32 0.51 5.03 5.03 1.32 ***** 2.54 12.20 2.54 177.24 * 0.012 1.33 0.51 5.05 5. 05 1.33 *##i* 2.57 12.30 2.57 117.27 * U.012 1.33 0.51 5.06 5.06 1.33 #i**+ 2 60 12.40 2.60 177.30 0.012 1.34 0.51 5.08 5.08 1.34 +**** 12.50 2.63 177.33 * 0.012 1.34 0.51 5. 09 5.09 1.34 3 *i*** 26 12. 60 2.66 177.36 0.012 1.34 0.52 5.10 5. 1r) 1-34 ++*#* 2.66 12.70 2.69 177.39 * 0.012 1.35 0.52 5.'11 5.11 1.35 **#** 2 72 12.80 2.72 177.42 * 0.012 1.35 0.52 5.12 5.12 1.35 *+*+* 2,76 12.90 2.76 177.46 * 0.012 1. 35 0.52 5. 13 5.13 1.35 ***** 2 79 13.00 2.79 177.49 0.012 1.36 0.53 5.14 5.14 1.36 #+*#* 2 82 13. 10 2. 82 177.52 * 0.012 1.36 0.53 5.15 5. 15 1.36 +#*** 2 85 13.20 2.e5 177. 55 * 0.012 1.36 0.53 5.16 5. 16 1.36 *#.max 2.8 13.30 2.6 177.59 * 0.012 1.37 0.53 5.17 5.11 1.37 *+*#* 2.92 13.40 2. 92 177.62 * 0.012 1.37 0.53 5.18 5.18 1•37 +#*** 2 96 13.50 2.96 177.66 * 0. 012 1.37 0.54 5.10 5.18 1.37 2. 96 13. 60 2.99 177.69 * 0.012 1.38 0.54 5. 5. 1.38 ****+ 3.02 13.70 3. 02 177.72 * 0.012 1.38 0.54 5.20 20 5.20 20 1.38 #***# 6 13. 80 3.06 177.76 * 0.012 1.38 0.54 5.21 5.21 1.38 ***** 3.03.0 13.90 3.09 177 .79 * 0.012 1.38 U.54 5.22 5.22 1.38 **+*# 3. 9 13 14. 00 3. 13 177.83 * 0.012 1.39 0.55 5.22 5.22 1.39 *#*+# 3.16 14.10 3.16 177.86 * 0.012 1.39 0.55 5.23 5.23 1.39 #***+ 3.20 14.20 3.20 177. 9U * 0. 012 1.39 0.55 5.24 5.24 1.39 ***** 14.30 3.23 177.93 0.012 1.39 0.55 5.25 5.25 1.39 3 *#*** 3.23.2 14.40 3.27 177.97 * 0.012 1.40 0.55 5.25 5.25 1.40 +**** 3.31 14.5U $.31 178.01 # 0.012 1.40 0.56 5.26 5.2F 1 .40 **+*# 3.34 14. 60 3.34 178.04 0.012 1.40 0.56 5.27 5.27 1.40 ***** 3.38 14.70 3.38 178.08 * 0.012 1.40 0.56 5.27 5.27 1.40 #***# 3.4 14.60 3.42 179. 12 * 0.012 1.41 0.56 5.28 5.26 1.41 2 ##**# 3.4 14.90 3.46 178. 16 * 0.012 1.41 0.56 5.29 5.29 1.41 ***** 3.49 15.00 3.49 178 .19 * 0.012 1.41 0.57 5.29 5.29 1.41 +#*** 15.10 3.53 17A.23 * 0.012 1.41 0.57 5.30 5.30 1.41 3 *#x.. 3.5 15.20 3.57 178.27 * 0.012 1.41 0.57 5.31 5.31 1.41 #**** 3. 7 15.30 3.61 178.31 * 0.012 1.42 0.57 5.31 5.31 1.42 i*+*# 3.51 15.40 3.65 178.35 * 0.012 1.42 0.57 5.32 5.32 1.42 " " " yy 3,63.65 15.50 3.69 178.39 * 0.012 1.42 0.58 5.32 5.32 1.42 Mai 10 00 01 : 32p p. 7 • BARf,HAUSEN DATE: PAGE OF CONSULTING ENGINEER: ENGINEERS, INC. PROJECT#: PROJECT/SUBJECT: f Dow { _ G 6 _. . I � , ..�Diss ipo C /� hs .. _............. ; 19 k.. .SkQ 2z-R : I • I .... ...:. 1..r.I,_...........f-_.....:.._..: !.:.r_f.... ......_..._....:I. ...._r,. ._'�......... N. ::. 1 1-;-1.._...�....... D_... ._..f a- ..3 _:. i......z i..:.....s....._...,:' L i.::t i ...._.._.r._..: i, ... _... -.. rirI .. _....-.,....E_: , '. ,.,..- ,I I t, 1 , r .. ....__t ? :;..........-.. ..........._.._ .. ;..._.. .. .... ........ 1 _ ._...__-.. . : 7............. If..._ .. .... rt- . ............_............. .......,. .... ...... . ; _.......... _ I , r ._ • : V, i i • , Ma,y.. 10 00 01 : 33p P. 8 5/10/00 11 : 5 : 31 am Shareware Release Page 1 Kensington Crest Condominiums BCE No. 7432 CB_No._1_Energy-Dissipator_Calculations STAGE DISCHARGE TABLE DovblG Gff�Gl� RISER DISCHARGE ID No. 2 Description: CB NO. 1 ENERGY DISSIPATOR Riser Diameter (in) : 96 . 00 elev: 50 . 00 ft Weir Coefficient . . . : 9 .739 height : 60 . 00 ft orif Coefficient . . . . 3 .782 increm: 0 .10 ft STAGE <--DISCRAROB---> STAGS <--DISC}(ARGE---> STAGE <--DISCEARGE---> STAGS (ft) ---cfa-- ------- (ft) =.......==.._- -......==cm__.¢==v.............m._..=_�._.�_�.....___"...... 50.00 0.0000 52.50 307.97 55.10 546.62 57.70 671.66 50.00 0.0000 52.60 326.64 55.20 »1.y5 :7.90 C76.on 50.10 2.4639 52.70 345.66 55.30 557.24 57.20 680.12 50.20 6.9607 52.80 365.04 55.40 562.47 58.00 684.62 50.30 12.802 52.90 364.77 55.50 ooi.es :o.lo C49.99 O.dO 19.710 53.00 404.84 55.60 572.79 58.20 693.12 53.10 a26.17 5S.70 577.88 50.30 697.33 Q�00 a0.50 27.546 50.60 36.210 53.20 432.99 55.80 W514.93 :0.40 702.52 50.70 45.630 53.30 439.70 55.90 557.93 58.50 705.69 50.80 55.749 53.110 446.31 $6.00 S92.69 58,60 709.82 50.90 66.522 53.50 452.97 56.10 t.9/.ut �0.70 713.9d $1.00 77.912 53.60 959.25 56.20 602.69 59.80 710.03 51.10 99.886 53.70 465.59 56.30 607.54 58.90 722.10 51.20 102.42 53.30 971.94 56.40 611.39 :2.00 724.14 51.30 115.49 53.90 478.01 56.50 617.20 59.10 730.17 51.40 129.06 56.00 494.10 56.60 621.93 59,20 734.17 51.50 143.13 54.10 490.11 56.70 626.D! 51.60 157.69 54.20 496.05 46.80 631.18 59.40 742.11 $1.70 172.69 54.30 $01.92 56.90 635.81 59.50 746.04 51.80 189.15 54.40 507.72 57.00 640•40 59.00 719.0C 51.90 204,05 54.50 513.46 $7.10 644.96 59.70 753.95 52.00 220.37 $4.60 $19.14 57.20 649.49 59.00 757.73 52.10 237.10 54.70 524.75 57.30 653.y0 S9.20 761.90 52.20 254.24 54.80 530.30 $7.40 658.44 60.00 765.42 52.30 271.77 54.90 535.90 57.50 662.80 60.00 765.42 S2•a0 389.68 55.00 S41.24 57.60 667.29 ma,y_ 10 00 01 : 33p P. 9 5/10/00 11 : 3 :56 am Shareware Release page 1 Kensington Crest Condominiums BCE No. 7432 CB No. 1 Energy Dissipator Calculations STAGE DISCHARGE TABLE Doob/e- GNO Ck, OVERFLOW WEIR ID No. 1 Description: CB NO. 1 ENERGY DISSIPATOR Ratio (h: lv) : 3 .2100 Weir length: 25 . 1320 ft . El : 50 . 00 ft . Weir Increm: 0 . 10 STA09 <--DISCHMOR---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGS a--DIDQILAACE-"-> ---cfc- (ft) ---c£n-- ------- (ft) --- CEO-- ------' (ft) ------' c 50.00 0.0 95.20 1470 57.80 3167 50.00 0.0000 52.60 429.76 50.10 2.5899 52.70 458.44 55.30 1522 57.90 3246 50.20 7.3992 42.80 489.01 55.40 1576 58.00 3327 S0.3D 13.729 52.90 518.46 55.50 1631 :)tf•10 3+00 50.40 21.345 53.00 599.79 55.6D 1606 58.20 3491 50.50 30.122 53.10 $02.00 55.70 1743 59.30 3575 50.60 39.980 53.20 615.11 55.80 1800 :tU.4o 3660 50.70 50.863 53.30 649.11 SS.90 1959 58.50 3746 50.80 62.732 53.40 684.00 56.00 1910 50.60 3833 50.90 75.559 53.50 719.00 56,10 1979 ttl,iv 3721 51.00 89.320 53.60 756.50 46.20 2041 58.80 4010 51.30 104.00 53.70 794.10 56.30 2103 58.90 4101 51.20 119.58 53.80 $32.62 56.40 2167 59.vv 4172 51,30 136.06 53.90 972.05 56.SD 2232 59.10 4285 51.40 153.42 54.00 912.40 56.60 2297 59.20 4379 51.50 271.66 54.10 953.67 56.70 2364 59.3u 447i 51.60 190.78 54.20 995.87 56.00 2432 59.40 4570 51.70 210.77 54.30 1039 56.90 2500 59.50 4667 51.80 231.63 54.40 1093 57.00 2570 59.60 4767 51.90 253.36 54.50 1126 57,10 2641 59.70 4865 52.00 275,95 54.60 1174 57.20 2713 59.90 4966 52.10 299.41 54.70 1221 47.30 2786 59.90 t)vee 52.20 323.74 54.80 1269 57.40 2860 60.00 $171 52.30 340.94 54.90 1318 57.50 2915 S2.40 375.01 55.00 1367 57.60 3011 52.50 401.94 95.10 1418 57.70 3059 ( a a �� t•"'��° RMEN .� \�\ y/ I tom. ,� !3�•� � ="��..z �� ey, �'�►,�� K0 - r•►\.tea ,�c „�1�:� - ,, �.,_ �'?•;cry.; �1�,._..�;.0 �11 •``.� `.__ ��l�`` �� /J� �� hs '- • �,, ,n. �•1�r;a. �,'•'os��-`�°•- :Y �:��.:�d�� = trap � 3`.A_ �� l�•. � ..``""�^� ��=�p•�►w• ,/�/J!/ �( I�ii tL� E�.....:a/•: a'. '.6 �''��; /�:�.. .1 Ili�'. � �:I15 i�- , .°. �,. �—"'^��=""1 i�n�• � Y1� � '!I�. � ,,3e ((a' ;.1 ••� �/ •/�Elll r. � �a <aR r �� y,\\_. — � 34. r�,'�w�ut(a��i�..:�/�• ,,� '��,� � 1�•r,�{°ci Fes` ice' a"`5 1 /i{}�2� �•^ ':A " 1'��1�`y"��_r-•nar.�:�i-.. `—Mrr��;:;?��•� �M.J••� -•�,�,�� uh .t,�N/ 1111�s r�rmr;§ s' �. °� ��'JJ � ��..., �f�c_$.wRr4^�, �,c... ---�i�� '��.��—.—... .�--��``��._� r�.•-•�� p .r"„t!.c. }�� ,. cr&e ��.-�+1' ,.��!'��1.��, �� , `•'"e ai�'q'a�•S�r.. ��-�' ��..`�-`� �`�� 'II`��iff�" • :;' b�p�pr �� ' h� :.:"'" -_� sLt.�C/O�f Y�r�z ,\�,� r�n�y��C;�•�"rr'�� '•___� ��Iq� ��,1`, I�,il,p'�,,Ixg��:' �'t 1»,»�,!� ;,3 ;��•�•' ^+aa r...•+,M%.T,<v�. •: q��"Vii►�� xr 3�'!e �10�—'►`• - `� „n� li ` '.\.,.,na•\\��• �t /�:�" � r,neasrs-aa' ,h '��ei' � ��._� � 1 ��: � 0 r ] :1 1 _ 1 >1 a 1 !=� `�bt 1CaC'v-.Q_ v��y✓ w� :,. u�l • \ 9\ \` �•+��., /Ji IN �`\O.1.3�•-.:v P`i'iy}��}, ��;��0. .`�� \� �� `� • �T�}}`mil �g191� T:�.3f.��Pofi�,+ , V+� -� • ` � •', I 1- , `1t,�iSn�• . :� :<•ei"3�+!:?SY -�® ®9-',�"'w.'��-..•`� �\ v:.� y�s: Civ_�(.. �;'.., ,I;. t •I.�. 1 ', O � � ��,�/ / ��!�fl ��•ate✓�..-• ",�Is� ��'.� � yT:i�� • \ ,.. .] /`►. '�.. n ��",+�"�I .f''�t' � idls� ..i,�. i.��va��•y. �\" '�� {�91�:If,'i"!r•? �:, :... • \ - '�I�!!;�,,j ��%:� „ram <� a'�'ITJ• �� "�► � ��1►�� . �.� ,��'!. .� ��j >`.�-- '] I •. •• ..1 •• I 14 ;` �- ,_ �• 1'L'�®Qd �� `� `.1��1� ^ • � A •�^F�k `S'ja t ♦ •� ,.•, 1 • ]' ^]I I 1 � �' � i��•..i7J� '1�®ff ��,,b$`jf � � _�, �fy'Rf'� '��'. ' I 1. I � ,'G'�, 1 'rr....r•—1�.��°�w�I�I`� "�E��• •�.`'t�S��"�'' '1�1, ��\., ��1 ""r c . F•.�r'%^� 1 � I-, Ml !•NIE d.'e�',,-d .�..:.• '�*b'� . ..• 11 DEVELOPER, G ��tl � Y,' �1iYn,gi1 ..145'yp9�3��` ��" \�'.�ai��o►��+��, 'Ttc: �-�.�.e�L;._ °�t'b�-~�-,."r,. p+ ,c,�,rr , r. ,. �] I •I r � iII 'N •n` ';tijt� .�.5'tln6�i _`�\'. !`,1, Mlw.� ..�.. �►M�-q•��..u. � t...�3�--Q� ,a.� -` -II .I I• 1-. ,. , , \ J 'i� ��e'I 7` � 1S''T�'9^ \��.�.1`.�1 .,� ��,. �T12' 9� �bG��-�.�, \\ •I1 1•, 1 ,• ]- lll�+ ,,1 , �� ^=4�y��h ��, ��:c+'l..i �sdl¢.� /Y t +�,�,�M1.s \�� '• I I F ,: :•n , � I ^,1,• �i1''/,;;/I,,.. % i 11 �w� L► ' � �`.��iq) � � �7Y p �a •I,.I I 1•. I \ 7 •t,.. pr-�_II� �.11�� I•. ��].•` Q II l - COMMUNITIESa « 1 °' .I 52 '• .111 GIN S INC. NGHITEC 18215 72ND AVENUE DESIGN GROUP .KENT.WA 9W32 02 THIRD AVENUE,SU . >' 1 FEDERAL WAY.WA 1 r CENTRE POINTE SURVEYM INC, 5 P.O.BOX 4416 SIX 98063 CONTRACTOR SHALL BE FULLY RESPONSIME FOR OBTAINING PERMITS FROM THE 66�7719 FAX -2426 WASH11041ON STATE DEPARTMENT OF NATURAL RESOURCES FOR RElfOW4G AND•. REPLACING ALL SURVEY MONUMENTABON T14AT MAY BE AFFECTED BY CONSTRUCTION \ -2488 FAX ], OF • WAY BE OBTAINED FROM THE WASH14GTON STATE DEPARTMENT OF NATURAL • - - - - _ WIC>RKS SOURCES.OR By CONTACTING THEIR OFFICE By M-EPHONE AT(206)902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES z1f.1I --- PUI3UC LAND SURVEY OFFICE COVER SHEET- 1111 WASHNGTON STREET S.E. ROADWAY AND STORM DRAINAGE ME, P.O.BOX 47060 PLANS UPON COMPLETION OF CONSTRUCTION,ALL MONUMINTS WSPLACM REMO�M oR m�MCAffula.-I'll ow-, ton Crest Condominiums DESTROYED SHALL BE REPLACED COST AND AT THE DhRECTIDN OF THE CONTRACTM PURSUANT TO THESE REGULATION& THE ml APPROPRIATE FORMS FOR KKACEWENT OF SAID MONUMERTATION W44 AM BE THE RESPONSBUTY OF THE CONTRACTOR. ] . a. . CeT-CH BASIN DATA - Lh `l •. ry0� f- CB/81,TYPE 2-IfL STA.CBf 25:TYPE I csea27,72.4TYPE 1 STA.CB#81 nPE 1 .\ SECTION 21, TWP. 23 N., RGE. 5 E., W.M. I- sra 50+59.77, 16.29'RT STA 2+50.00,22.25' LT STA.64+72.45,10.00''RT. STA.81+00.00,0.00'LT i M �� F- RM=236.86( RIM=303.50 RM=267.80 RIM-282.49 e�`qe 1�� ./ �'� loyground easement ~ IK233.23(,2� =299.89(12") E=264.80(72� IE-278.49(12•) r:" ` �'-•� _ \. Rec.No. 6399529. g Cg/B2,TYPE 2_48" CB/816,TYPE 1 -CB+828,TYPE 1 CB/841,TYPE 1 1 t (n STiC 51+00, 1&41'RT SrA 67+15.00,13.75-LT S0.9+87.50,13.75-LT STA.29+1&67, 13.75-RT /)•t RM-239.11 RM=248.51 RM=259.46 RM-242.46 / :` \\ 1E-233.00(187_ E=244.00(18') IE-266.80(12-) IE=239.47(12•) CL CBe83,TYPE 2-48• CB/817,TYPE 1 CB,B29,TYPE t C 842 TYPE 1 ` / ; tti`•:: ..`" J RIM 38+80, 13.62'RT STA.66+40.00,13.75'LT SU.70+38.29,9.75'LT .1 29+90.00,13.75'RT CL RM=24260 RIM=254.45 RIM-237.66 RIM-242.29 ', \ �-' �'`•: IE-238.12 12 E=250.00'(197 E-233.66(12-) E=239.84(12-) }:; ::_�: .''•.�,,..•^`` _ IE=234.63 12 E=234.13€18� C80817A TYPE I W.TYPE 1 !•t �� - STA.65+50. 13.75'LT CB/830,TYPE 1 STA 31+00.00. 13.75'RT ai t O. /' 84.TYPE 2-48• RIM=261.20 Y 1 STA 71+10.02,9.75-LT RIM=243.26 t Z STA.52+8032, 1&72 RT E-256.12(12 RIM-240.31 E=240.39(12-) _ \ \ RIM=243.23 IE-236.0(12' yt ,:, O IE=234.35(187 CB/818,TYPE 2-48• C 44,TYPE 1 I:' _ b ,E STA.9+09.24,13.75'LT T i Y:;. .••.'^'�� -• .`i", o CBi831,TYPE 2`-48' STA.75+35.0.0.00'RT. •/'f rr r` . c CB%85,TYPE 2-48• RIM=261.91 ',STA 38+00,9.88-LT RIM=29225 M! \ W �• :^ ST0.54+84.68..13.75'RT E=256.42(12*) 'RIM=244.60 E=289.25(127 - '.j' ;.',,',•`r,: .a �,, O(••B vEL y RIM-245.35 E=235.25(12(12-)8A } : : \ �.•. " �.. -x„ 1L IE=238(187 CBB 819.TYPE 1 -ti t.�'''•.••` ROAD aVVV`s._ STA. 64+35.33,30.00'LT ( 832 TYPE 2-48• -y.� '`•., /• '• '".,x YJ U CB/86.TYPE 2-48• RIM=284.OD STA.39+25. TOM'RT ' .', ri `+ Y\ da` .....' _ ••,, NOTE f!J STA.83+94.21. 12.94'U E-260.50(12' RM=243.50 ( ,: -• ,: ...O(EDGE OF :' \\�\ ``. SEE HORIZONTAL CONTROL RM=245.35 RIM 2 43(127 /'•.` •''4x \ \t Recreational"meet• ' •- PLAN SHEETS 2.3 do 4 . ELI IE=239.08(12'IN S..) B20.TYPE 1 W / :fix 1\ ..jjf9,-No-89U6171394. • ..• FOR ROAD CENIERLRE s o E-2J8.58 18.OUT N STA 82+59.88, 19.75'U CBpB33,TYPE 1 :'rs- .'. Sx \1�. .::.rs' ..� BEARING AND DISTANCES' :' :` $ x RIM-267.50 5TA 40+30.00.9.75'RT • \\ •,.^•` :'` ". }, C8/e7.TYPE I E=264.00(12-) RM=23&45 - - r ;' ,:' 1•. .:�: y<' ...:.:•' STA.27+25.00. 13.75'RT E=235.96(127 I:' ,'` BONNEVILLE $TRATION \\\ ��, Q RIM=251.01 CB/821,TYPE t r ar 3 IE=246.78(12•) N_24413.8207 C8/834.TYPE 1 I %' :`' ;: �\t EASE E 3096&7995 - STA.41+10,53. 14.62'RT . Z /F 1`.ti �\ r'? ....... POWER ADM / MEM p SIXCBJ 2 700E 1 rdM=27 SOUNIE LID RIM=239.91 ( ;• .+' %` :•' ri r ``: \\ ' SIX 26+00.00, 13.75 RT RIM=279.00 E=236.38(12-) .. ' - !'� t` EX LIGHT STANDARD RIM=257.79. E=274.90.(12' I'. .+rf;'' IE-253.56(127 CBiB35,TYPE 2-48• ...` •_ir• INSTALL 20'WIDE TO REMAIN / CB 622,TYPE 1 STA 36+08.00,9.75'.LT g :• i' • .. ............... - i CB/89,TYPE 1 N 24391,8276 RM=246.50t •�Irr 'HIGH . STA 23+59.67, 13.75'RT E 30968.7504 -E=24220(727 WOOD FENC RIM=28294 W/SOLID SQUARE LID .,00 F`:.' '' :`•,.{ o. P. Y �DE_TNL F006. rb r ,�� E-27&72(12-) RIM-283.7o CBJ8W,TYPE 2-48• ,: i' % r .' ��V�.+'Y - r 'n E-278.82(127 STA.35+85.00,9.75'LT '� 7• `` 3 _ --� :k. '4 j• \` • - o CB/B10.TYPE 1 RIM=250.68t 11 ' O N 4393.2964 823,TYPE 1 a a C8/ E=246.37(12' II i t t - 0 Z E 31315.1959 N 34365.7479 \; t•' _--_ - -- ti - Q ;` RIM=282.10 E 30971.9176 - t\ - -- ---- 27 o CB/837,TYPE I ,o' ut ,•`� 6'2 E"f ; IE=279.10(12-) W/SOLID SOVARE LID STA.34+55.00,9,58'LT u RIb=283.85 RIM-261.36t \\Y� `: Y27•E _ \\ :'{ 4 SAWCUT AND RE STING ASPHALT AND. z : •� CB/811,TYPE-2-48- E-278.95(12ry IE=25855 12 tf\\ - EX J-BOX ( 7 t. fr. 1y� CURBING FOR W N OF STORMPIPE 5 . 4 A t l a( RESTORE C.O. STD.DETAIL HR-23. a STA.5+38.54, 13.25 RT .$ t t,'t t:% EX GAT a RIM=299.90 CB�824,700E I CB#838,TYPE I tA1 t' - - ci IE=280.79(127 .STA 20+76.30,9.75'RT STA. 33+93.00, 13.75'LTf•- EX ASPHALT ._ 'RIM-284.78 RIM=267.303 ••` m STA84W0.00,22.25'RT 2.TYPE IE-281.48(12•) IE-264.57(12� _ -{,!�'��'1i`•• :•'• _ L=11.2.10 . ` +s%` 49,..�/ �✓ INA RIM-302.73 CBI825,TYPE I ^,r i { 0=34'06'42•t •'S' _ ::./' \ l c IE-298.73(121 STA 21+58.00, 10.52-RT CBJB39,TYPE I qo L. r 1/ AREA TO REMAIN UNDISTURBED R-A6.94 ' iU • N a 'q� RM-295.65. -'t' �./ DEVELOPER OPTION TO NOW ...... E •• 6 'c STA 83+50AN),0.00'LT � � EXISTING SCOTCHBROOM ANDWOOD ,•3• G= \ !b rf ; C E=281.08-(127 RM=24b.90 ::! ......._ 13+s6.6� a IE-242.90(127 ' FENCE - 1` BLACKBERRIES CB+8261 TYPE I �, `1�` ' O I f( r° x EX tR OL / CB/813.TYPE I STA.64+46.44,9.75'LT - .: I t,l 7RAHSITmu FROM VERTICAL ............. WATERMAW`.. _ (•J • - - STA.4+00.00,22.25'LT RM=267.36 {ty• '�`�.:.=' «.� 2 ' 'CURB AND GUTTER 70 QOseT. IX 4.5'WALK 8 , CURB. TdWeT = 7.0 12 - ,may � .t• A E 28 \ RM=302.73 E=284.38 12 7yv- >-+ ¢� (. .. 128/2.' PER 0 R Dt:TRAAIP W RIP-RAP a -$ E=z99.t2(1z� P{E Base ' : p ? CONNECT Toed ;,L$ :, I;t I', 1 - `)Ose. 128/4 f005.1 (BOTH SIDES'j`•• r r,(' CB/814,TYPE 1 RCP O Pow'4'TYPE 1.5'RT W� _ ;."•, ,., .,.rl _ l so• 8 r / z f •0 2ssz• \ r. m-2)9.50(127 •'$a $ �•i�`- ' a -.:.;:'- I i ......... S ;"�•N �` +'''r' PONDED o :: :�. .. , o ' •: 1, t1 :/ ,._ • •' _-; <. AREA i Ts a y �.yyffyy{{, .. -. •.� 1:t 1:1 ;f .. --x :i L I e '-- _ ___ ,, :. � A` ••�p +,\ � :,i I ' L Y Tit / , hi' , 4 N --__' _ _ r�2 .w:', �i t : 9Aaz 'E%':tKgiT'STANDARD o RELOCATED 25'•EAST '. `. •ca "g '' � • 'r.. � i ._: r � u Q i o ":: / � 17 LF 12.•i' _ a "r:.<„'�4= - :E7t 5IW, � k •t\`. ..'..: Bch ,. � '� <n, .qs �S - �""„g G°. n } �t�`. v d ��`` t�` r< 3• aTZ o .•'"/ .tom, e '=1 tt<'s � _ _ - _-'"-+ i .y/ �. EE N\ 014 A'FJ1oMJ' C SOUTH EDGE-OF a .-';^.4 t „ : r i ? ; :•• ,.. L3 _ ... NS?Ati � SFATTLE .._. +� ` : s� FRO YF.KIICAL;� - 3�� ... 4. yr o' €p r & S CITY UGHT . �',',r %': ?4 .. F AND i0 _ EASEMENT ae'' - • `4!: . . ' A tX CATCH BASIN'.•. �.,f t o ,.A D CURB - - '.WALK .«......»»^''• '' .9ER 0.0.1'^::i,4: :t ''i. ,�QgqiINVAT 'NJIOIIAT1f;..��.�fAL PoM.304.09 s g- a .t �, ;. y : .< . ..._ •. CA>'ED ENTRY.... 4s i ...11..�. t .........: Y.. , . n ., / e• ._........................ ... .. ti �- 6 F9(pt - a .. �. � SOLID WOOD` :� :' ._::•..::,:�' ��E-R �}: �F-� • ' as . \ /� a -. � :..- .., A' ..- ..... ....... Ay,, ... .. . '••.. Approved P ---- :.. N :...:. . : . =3 . -. ..... ..... WST :C�TRACTOR _ t . .. _. ) '.'::. t. WSTN1 GUARD RNL . -� .. ._,� ,;. CiNICR SLAB - � .... '� .. � �r'�'-.... ffi :._... ...._... ..... '•-.. EIE EXISTING "'- '-. "'�.. Z. '�i.' o�_� `. r :r :t:' 1` �' Gate D� PER WSDO - ___ ;- .... � ....-. ..• ...,-• ..... r � .. : .. T.STANDARD : .-4 . . r. r �., 6?E LINE WITH.;CONCRETE. .•,: E [ ._. - �PLANS C-1 .. .. _,..: .. .. CAP SPHEERET..SLA0 - ... , DEVELOPER- �'••�': .a..W. .......... - `•� i ' z z .. O O -' � : : � .... ... -... .. •"'"••� - -._�R.... ROGER NIX ..: H V)� , . _ r '-'. `" :- .... ••. - .. •. : A y :' :•.!`:>':'�'.' ` EX CENTERLINE F ...:-- - '`-.. ..: ., �"�-� PAGEANTRY COMMUNITIES .: N.E. . OF.gTC11 ....... � ... ...... ... 't"��. .. ....-._....._..... ....:::._._. ._.ter � . ... ...� RENTON, - t r G :ex uctrF"srANDARo� .�� nor23KEsaµos6 m�Ql ,. ...... ( 35 1394 FAX 425 ... .... ..... ......... : '•.... CLIP ............. ENGINEEBi� ci .'.ELWN VERT t .-: ... ..... E SOUTH to r: - •••-•:, ...... .... . e Y z t•: ` fir..• : r ..: ...-. •-. i' U O 60..:: :`.f':' r o 0 0 - 2 OF"6rcH .. ter;: o•d .. .. ....�Y........ .. �.,..nY. •-•..... -....... ... a: U ............. �� 1 8782 FAX N G ii°. E - - .a ........... _T ':,-�'' (ENT,2WA 92222 ....... ...._._.... ,7 g0U rzg 2T .: :"' .I:.�_,_':. � ...._:.:::. ... •E 1415.91 \ r � pr` SPECIAL NOTE: ,:•::.:`• ...._........ -.......-- 5 N GE..(OF::� - 51030'31 s CITY OF RENTON 40R'. .- r : ...�•.30p Z (� 'O �EPAR �f p ROCKERIES AND RETAINING WALLS r•,.-'.::�,.-'.. ... . MAILBOX LOCAT10N3 -1 I TMENT OF PUBLIC WORKS O THAT EX CEED 4 FEET W HEIGHT AND OR AR A, ..••'6 SYMBOL 3 B L INDICAT ES TES LOCAT ION OF M • U p- MNLeox W TqN Z Q 1 6 T ARE WITHIN 15 TO A BUILDING MAY 14T �':..::::..::::..::::::::5.::.�_::`:.::..:: .1:•i�':::.. .::...:`.�:�... O ,j1p AND NUMBER OF MAILBOXES.SEE KING COUNTY ` 0�01 SAS ROADWAY AND STORM DRAINAGE PLAN Z BE CONSTRUCTED UNDER THE CIVIL PERMIT. : _ STDS.PUN 5-012 FOR DETAILS.EACH COLLECTION BOX UNIT \Q O '!' 2 O -- A SEPARATE BUI U U U LDING PERAIR 6 REQU6IED BY•� ... `..�"._•�.�-~. ..- - .. iHE'BUILDING DEPARTMENT PRIOR TO CON-. �'-:. �.. .. .... ... � SHALL HAVE A PARCEL LOCKER.THESE LOCATIONS HAVE BEEN Ga lY STRUCRHC THE ROCKERIES -• : �::.'::- :..••........._::::." ..._....._...._...._.. _. w°W'w OR RUNNING WALLS REVIEWED AND APPROVED 8Y THE RENTON POST OFFICE POSTMASTER. (SOUTH PORTION) z IL tt.....::..: ...... �.......'..........„................:..:.. ......_::::..:.. ::::::::»:::»......,..:320. 1 FGEND FOR FINISH Fl OORS CONTRACTOR SHALL RE-VERIFY WITH THE POSTMASTER AT THE TIME Kensin ton Crest Condominiums O a a TF1AT EXCEED 4 FEU W HEK;Hr OR ARE WITHIN .:.. :%,/ ...' +••":'„�.. CFF=GARAGE FINISH FLOOR . 15'OF A&AIDING. - '''r.!!., ......:.:.:::::�:.':".:`:.:. BFF-BASEMENTLEVEL FINISH FLOOR R INSTALLATION. o�yf,2601C0.Eo �,e oAre 6/6/2000 w.eNa 7 OF 1NST D>=slr�o Mrs FF FINISH DWW. f92$T t£YEl 'FLOOR SEE TECHNICAL INFURIATION REPORT FOR ,psi ST G\4- opgxN n N� O SEE 7HE GRADING ANO EROSION CONTROL '':'.:•;r.,:-;/:� ..:.,... - - FOR TF1E HEM.FITS OF Nl ROCKERES AND --."'.' - ..••^.L......_•:::::::::::::::::.:':. .:::::::::::._]":.__........._._...-. ...::P 0 N .2% ................. N'PROVED NLS.SEE SHEU 20 FOR ROCKERY OLlA8.5. �`'�'::::..^.... _ Y .:- BY:REDUCED PLAN AND APPROVAL NAL CIECKEp R.IN 8CA1E 1•=40' EXPIRES 2 5 02. APPIgYID �oF 20 U o-see- co:R-z94*=r� f SECTION 21, TWP. 23 N., RGE 5 E W M CATCH BASIN DATA E SPECIAL NOTE: _ �B/81.TYPE 2-46' C8 B1 TYPE 1 `"•• - - ` _ .1 50+59.77, 1829'RT STA 4+00.00,2225'RT CBJB25,TYPE I CBg8837,TYPE 1 F- ROCKERIES AND RETAINING WALLS 144 '\ - RIM-236.88 RM=302.7 STA.21+58.00, lOS2'RT SfJ(34+55.00.9.SB'LT '•. \ .~'�•ZJO E=232.73 18 E-298.73 12' PAM=295.65 PoM=261.36t THAT EXCEED 4 FEET IN HEIGHT AND/OR • �........... �. I E T ARE WITHIN is'TO A BUILDING MAY 114I / lS 1. 1 BE CONSTRUCTED UNDER THE CW PERMIT: - I''re.' �-�•�.. ..._.. / Q�✓s TIE-233.23(1 2 48• CB/813,TYPE 1 E-28 06(12' E-258.55(12' (n A SEPARATE BUILDING ETPERMIT O REQUIRED BY •� \` .................. ..?fo� B CBf826.TYPE I THE BUILDING DEPARTMENT PRIOR TO CON- o •� - o STA.4+00.22'25 LT STA.64+46.44,9.75'LT SCTA&M+TYPO!73.75'LT N STRUCT94G THE ROCKERES OR RETAINING WALLS y - _ `� 14- RIM=239+11. 15.47'RT �o I \ �` - E-233.00(18-) ( ) Z - - THAT EXCEED 4 FEET IN HEIGHT OR ARE WITHIN _ IE=299.12 12" �_ a, 15'OF A BUILDING. � ti •� _ p, o �`�\ .. 267.36 ' �264.57 1(727 IE=264.38 12 E_ CB B3,TYPE 2-48" CB ,PLEASE SEE THE GRADING AND EROSION CONTROL 10 LF A. r w ``` ,1 '/' STA.36+80.116Z RT STA..82+50.00 22.25'RT CB B27,TYPE I � � PLANS FOR THE HEIGHTS Of ALL ROCKERIES AND 18'PVC 7oiFao oo .._ • W WALLS SEE SHEET 20 FOR ROCKERY DETAILS. `' \ 2 STA.83+50.00,0.00'LT 6 , \\\ �+'�, RIM=242.60 RM=303.50 5TA 64+72.45, 10.00'RT. CB(1839,TYPE I �o \ „\- \ \` 03,. IE=238.12((12')) E-299.so(12' EN264.ED012 RM=234.63(123 ( 7 246.90 Q SEE SHEET 18 FOR •" \\ 242 \\\� Ta40' �• E=234.13 18 CB/B15,TYPE 1 B 8 IE=242.90(12' Z CONTRACTOR TO INSTALL STORMWATER VAULT NO. 1 t t .- `'`.�ffF � ,�� $ STA.2+50.00,2225'LT yT�9+87.50, 13.75'LT Z g CONCRETE SLAB OVER EXISTING DETAILS t :\ fX-2t29" A ,1 C8�84.TYPE 2-48' RIM=303.50 Q _ �'•:,• ? 5TA 52+80.32, 16.72'RT E=299.89(12' CB/840,TYPE I -\ GF'E-241.9 , � RM=259.46 O c OLYMPIC PIPE LINE WITH CONCRETE 3'GATE - 4 \ 2,v. RPA=4.35 1.. 12'I WC ,�- FF 73BA \ '\ I! \ ! RM=2435 E=256.80(12' STA.81+00.00,0.00'LT Q E CAP PER SLAB DETAIL A-420 "L ,s CFF•2J9A. �0 6'HIGH VINYL COATED- �"yySOi '- \\ ,\ (8' STAB67+1500. L575'LT r EM278.494(12 ON SHEEP 20. a NC E I CB 829,TYPE 1 CHAIN LINK FENCE AROUND O . �' o - _,\ �...>r 5.�+. r ;NC \ - i CB�&5.TYPE 2-48" RM=248.51 STA 70+39.29, 9.75-LT �2 O SPORE COURT \n A \ �,:G 9 ♦ ' \ !� \ TVDy .�\� STA.54+84.66, 13.75'RT E=244.00(18' RIM-237.88 CB/841,TYPE 1 �" -� f 'A'- -Q,0;-All`'' 2N-. : RIM=245.35 E=233.65(12") STA 29+16.57. 13.75'RT P .STORM/OLriPIC SOUTH EDGE OF SEATRE �•� ; e�(M _ .(� E-238.08(18' C8(1817.TYPE 1 - RM=242.4 CITY LIGHT EASEML7iT - - \ •FF•440A - - l:f. STA.66+40.00. 73.75'LT E-239.47 12-) Fn PIPELINE CROSSING •�• r \ CFT•ZJ9s \ 01t� �\ Y, \ ` : CB/830,TYPE I CW co 11P OF 16"O.P.C.=2ss.0 60 LF 18'PVC �� - TTM4 247:1 t #86.TYPE 2-48" RIM-254,45 � \ ••'G� \ 'e �i::+,;. GFF. (. ) RIM 240.30.02.9.75'LT CB ' fF>" 248.8; t STA.83+94.21. 12.94'LT E-250.00 IS- 184Z ME I x A --.(.. \r .y RIM=245.35 STA.29+90.00, 13.75-RT Z e� 90 s• `-'`\ -¢y36 \K� 2 A N 'R.z47 f X\\\ \ •z*o E=239.08(17`N S.E&W) CB�BI7A,TYPE I E=z36 o(12� RM=242.29 • (� TOP 16"O.P.C. .vim \ 1r' ,J rFll GFf` \ ( E=239.84 1 Q _ fsf=246A ?46•T + \.-"'t E=23858 18 OUT N) 5fA.65+50,13.75'LT (27 y PIPE=255.0 _ t. 1 \ �• i ;: �. :\\ \ (..., _ 1,TYPE 2-48' �¢� �{ •zt x" \ cFF-247A`.\\ \'` i ,G �2�486.0 f j,`. \ ,\ C B7.TYPE I �256.12(127 CB�83 g843.TYPE I Q • N» - I FF-248A __ \ \•`... STA.27+25.00. 13.75'RT STA.38+60.9.88'LT CB ti•. Fi-261 'v1 1 ei-2 .Ye - 1 '\\ RIM=244.60 STA 31+00.00, 13.75'RT •g 4.�. \t 36 RM-251.01 818.TYPE 2-48" E=235.25(12-) RM-243.26 •fF� A t \ 1\''. _\��_�''/ 1 \\ .f'T •\r. �s'244A\ {"r` + >> \\\\ E=246.78(127 9 9+09.24. 13.75'LT E=240.39(12' >.« �- � CB/832,TYPE 2-48' Q • �.52 J` w -" i - \ -" ` K \V \ i v`. + 244s \ \\ t CB 88,TYPE 1 E-256 4 STA 39+25, 10.39'Ri -2(12' C81844,TYPE 1 O -- ZSff'>. FF=267A 1\ ��••- •i ♦Q : L t1: - •L v: \\ \\\ ., STA 26+00.00. 13.75'RT R=235.450 STA 75+35.0,0.00'RT. _`12 •\• CFF.267A '•1 t �...-.\\ \K" \ FT-241T i •T. '. \ \ \\ ''ti RIM-257.79 B79.TYPE 1 E=235.43(12' RM=292.25 .• .... Ff-24S7 OFF'-?452 \• ,;- i OFF�242.0 E=253.56(12' STA.64+35.33,30.00'LT IE=289.25(12-) 258.E - '� \ 1Y FF-245.7fXF-2 _ / ) \ \ RIM=264.00 CBg833.TYPE I A !N \� A / \\ \) 89.TYPE 1 E-260 STA 40+30.00,9.75'RT 1`JF-26,A KP' 4' ,. 6.. ; z2�250'f7 -\ �23+59.67, 13.75'RT •�(12' _ ` .. \`••- \ t EDGE OF 40% _ SLOPE - '4 2 rs 7 �� '� PoM 238.45 z ` \ ^ •• an 1iF=71R \\ \\ Eu2772(12' 5fA�.62+59.86 19.75'LT E 235 96(12' .: 1 RN=267.50 C&#B34.TYPE 1 1, & I-� \'`v.,�v` T --v -............ \\\\ 2sa .Y s.. �15. °' * -245 \ 1 \: 810,TYPE 1 E=264.00(12-) RIM 41+10.53. 14.62'.RT I�F g >'.'..a \ 258.1, 23.5• L _ ff=2482\GFF-244. I \ N 14393,2964 239.91 'C �,y ... E=236.38 12" O CFTi21A7 E 31315.1958 CB ( )Q O ; , �.. t e- =2001 \' _,T, ;- 1#-245.2 1 1 -{t \;. RM-28210 5TA�20+76.30,9.75'RT `S\ \\ -"GFF,-268A BET-2442 1 t � ••`+.,�\ \ �'.' 3��' „a'VR `�� \ � P :.\V E=279.10(12' PoM=264.78 CB,}835.TYPE 2-48" STA z ra' GFF-ZBi7i \ \ \ IE=281.48(12' 36+08.00.9.75'LT 20 -.1 1 1 •.'}- FF=24oA�.(� \ CB/81 t.TYPE 2-48" RIM a `\ \ \ GFF=2826 \\ ...1 \ - > i y..1 GFF=239.Y \. STA.5+36,54, 13.25'RT E=242.20(12' Q'N 270 .� r fF-273.2 i \ FT=285S. `'�:\ \ n t ./ \ .._ ^\.\ RIM=299.90 •i' .-' •• GfF-x7x. \ \••(,7F 2Bs. •v \ z. ; . \ - .../..: .. CB 83�TYPE 2-48- c . .. � - E-280.79(121 A •_ _ 'o _- 1 n *_- \ ."..\ '\ 1` GFF .,. < i \\ \ 6FF2 µ,6 3+ y ,�l .9.75'LT STA. 65.00 t�2447 1` / _ t s2�.aS \ ^e't IIEEM2 7(2') � 5 Gi •ll cc [Zi1 ti 1 iF=5sx , 2s1a \ / In '\� FT-x4zt .. \\( .. ;F1 �_`� � _ i��1 � 4jI• \ ♦ \\ /T=245t46a 5 s- \\ v` 'Z 213?,CR-2 05 \�\;\ *•` \.`\ '♦ , 7 / \, �..••..... /J \�.•\� :�. FF-2R 6 \ \ t R'><28xA y i f 6 Q•� \ \ 1'-vi.4F.'>: :\r\ ` \ •. _ > \ -"i fSF Gff2Y413/ \\ ` ♦` ,� MI. l 3�. x 1 I 1 i. \ > `.<' _ e�ROd QRNN / y7rJ \ \; R �''. ;',•`• \\ •� �` Ti EACH♦ sstiu>.i p< \\ .................. 2� M1:w ...... ,.236 •e... .`� .\ "�'': i / ms z 1 _(. � 1 `.�tt` `;\ `�� "•3•, �'Zz423.o ..r._L ..,.. 1 �v - •1�'FT><x80 - T 1.2. t �6]. 's z�ol5 , - �• .f. SEE HORIZONTAL CONTROL / ' _.,'„ v., . f F.° 25t6.� hJ '�j"� Z " e+7 1 1- .F ••a \\ PLAN SHEETS OA 2.3 h 4 ... ... CENTERLINE ...( BEARIERMG AND DISTANCES ' rjFjL[ J ,. - A y' , .Y:: � FF=261S h \ ♦ .i::�'. N .. •y1. :.,.r 1�. \ ... k�'~ I � � :��• 44 � 4�� fF-2473 1 a 1 1 '_-_- +'-.-' n 14' Aq ____�_'"•.,`` \ o. .. - � ti E '.�.:' FF-244A .�ttah O 1� I �•�``� �` p._ f •`•.1 �:Yn y,a.i;, ,.. cf �'�1��2i3s � �,1 �� + \` \`.\ �.`:t t`::- C 6: 1 •yt .)/ \.. \ ? ti F244A0 .2449 k4: -2t4� 4 1 •�•�r. .. •... '•., ... '•. `\ ". `•. ''.. ' =2445'FF-214.6 t . - ur• Y S. a ,ly. CFF=Iu GFF-244A 1 d S • • • •:r. o� Glt SOLID WOOD;FENCE _ 1 .. •t.� ter,... Hti �� \� I�M - MATCF{L1NE BEES '�• -r. , - s s s g gg stiEEr s �• •. _ a. •"�'•.......-.�,,, - ....;y 1 3(f•AL2 rr0 �f, .ca.�z ^�,•• �., � '-•-��-4.��•.. MAILBOX LOCATIONS �. 3 t r_ <n Z # 1 PAVI3AFM.SYlII Approved ^< N t 6 SYMBOL INDICATES LOCATION OF MAILBOX INSTALLATION ,•�____ '�� ^_ 1 _ '°' " .1 z w-`' \ACROSS BULB �rn AND NUMBER OF MAILBOXES.SEE KING COUNTY ROAD • L I '` f Oat /f ST.,PLAN 5-012 FOR MAILS.EACH COLLECTION BOX UNIT SHALL HAVE A PARCEL LOCKER.THESE LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. 4,�. •` ..- . CONTRACTOR SHALL RE-VERIFY WITH THE POSTMASTER AT THE TIME H O O - OF INSTALLATION. - •, \\,'•,\ YIIDE �' _ S- ;� .• *- xs< � f"K ROGER NIX J ,n(A •� \ .�2' I �; _ ,: - PAGEANTRY COMMUNITIES G^A� o q i _ SEE TECHNICAL INFORMATION REPORT FOR • �\ � � - ''' .. Gl �� APPROVED Bri REDUCED PLAN AND APPROVAL - ':' " `'-�- -„�;_�� ;• LACE N.E. it (425)235-0744 Q� . w •� \�'._ = ,zit- (425)235-1394 FAX t ( ,• ,��``•. - w.w„w, \ 18215 72ND AVENUE SOUTH N N N X Z I FGEND FOR FlNISN fl OORS_ - `"•s, `"•••.. KENT,WA BFF=B<SEMENT FINISH FLOOR 1 `••`••` 'az60 _�•.i-_ ( )251-87822FAX GAT �Py • FF=BASE LEVEL FINISH FLOOR - ♦ (425)251-8 7HG ENGM� KEY MAP CITY OF RENTON -, rz�5 x.rs - •� NORYih-EDGE�RECREA710NAL �,. w w a FASEMENT'•.. a _ •i Z-LOT DEPARTMENT OP PUBLIO WORKS WAS\ 1 T m ,, ROADWAY AND STORM DRAINAGE PLAN p (CENTER PORTION) z w w w Kensington Crest Condominiums m a C. --• _' '.,. f 601`AAp a4,�"�' SIOFA:D DATE e/6/2000 FLE NO. O DIIAWN _ H-l' ' z \ s7pNA L Eft'\ a+Eac® R.w TEc-ko-?Teo r"♦, a ALP t"=so' FELOBOOr_PAGE W \ ' '" � ' EXPIRES 02• ArMIn4E0 �.a..K.•. Ft3Y 7 20 m s SECTION 21, T WP. 23 N., RGE, 5 E., W.M. H- sf 8'ROOF DRAIN - 7 O I'm(TYP) (/) i TO EACH BLOG. EX POWER N Z ) POLE STA.96+32 ENO PAVING , W/GUY WIRES S S 89'59'05"W 1014.64' i u All.z Z � �,�• �'S GAG V Z - '?,1` } Fi - _ , '••.\ 6"ROOF AND EE SHEEP 19 ;1 1• �' ~•.. FOOTING DRAIN // Yp F c { TO EACFI BIDC. FOR VAULT No. :N _ ( ) NSTALL GUARD RAIL PER WSDOT DEWLS \ - - `,`� �i y�a2422 , i` � ., ,C9� TYP. 2 - ti Yp i f' (� MF=4122 �'...� d..a. � �t.,1 � �-� ,z _o STANDARD PLANS C-1 OF 40R wrx - 1f4Y3Z2 1 1 / S• , _ N ,r.: -i :I- x i \' M <h' •r / �- �.i=z4i. 1�=zaes _ ,�-. - 723D i::: , Q is .6FF.2J72: :( rY=. �� •�8r, FF A � y2 �y� ...., � ..... '.... ". '�. - -249.T• �•••....1.EF.w2{L7 - FF-223A i��:9•:: /� e • v � i � '' �;. s. i ti u :%:.., •\,r ;F��4po-{�F-24�ao°larr=zz4n /A � 0, w, �, a : J : ,.. .. ... - .... ... :".^ .. -'•-..:, .'- _ s �,".r,� •i` FOR PROFIlE6 -22 1 : : : : , k. � ;,$ K .,. �,. .�._ --- " :. • - �' 381..8E T EDGE OF 40R-,-' 7 ; i iI ` i1.7 -I z s W �.:� .3- 4.x ts1b. __ ___ .' 1 axal i � Af , r�.s•. F :s': '.j! \`\ ! i 2 ' � SLOPE Q o i�i .` :91,' "..- 1 2 F •FF-224 •s /��s,�.•:.. Z O 3 .^t.Q o\ \ _ _ § �� \ `1 KEY MAP - rF��,,.11E�-� U ; � � t 0... f�* 1 „�•/ a`- u�'-._ I�� f' .� • x.TS - 1/"/�••1 - - Na J// +9 37•. FF=26{.4 GFF- CFFe2/B.4•. ,-.I ' .R., �:; '� ./•� ( °: ? 1(k E~W a !` -'�. c1r=z4z:o. �'r , r,: ,�� :I -•.•••:ck •• -.. .. .: 42.T' .>^.�; r es± �-zs;.o err_z36`' ��a•�...i. - -..i..'m .-�. . rr } N �.. ,y,..,,,z, k5 1....1.+...,.1 £ /FFa249.0'•. 'S:y":.. I.• i v p .., FFi.=2J4.- Nor `•+., FF-2y`.7 03 ROCKERES AND RETAINING WAtAS \ THAT EXCEED4 1 ':\ .`•' " - ks� y`.`. 'L• NOTE: a FEET IN HEIGHT AND OR ` 7_ ''''•. - :.1 1 , I - x , �1C _ ARE / \ -:.': `:+ { .. 7 _ `� C c WITHIN 15'TO A BUILDING.MAY NDI :.?'.'::.♦' '� li7 7 .,c., ..';r 1 1 1 1 I �. . „az-`"� -...'.:... .: / '�. ... ./ 1 i..fE--T33A� A cfF:� t� S•` ''"Z ' z.d�" f/y, p SEE HORIZONTAL CONTROL 'c BE CO :'•. :: �' , Y. _ \ 22 Fir _ - :.".',`•.:;;"::• PUN SHEETS 2 1 CONSTRUCTED UNDER THE CIVIL PERMR. .'. .- �. : ,i 1 1 : : .<... -• /'.. :••, .1 .......'• ". .3 h 4 A SEPARATE BUILDING PE RMR 5 REQUIRED BY`..?,'.': ' .^'`. - ED- 1 1 1 I _ �.. - , ...,. , / '. .1 :� - ?T ;. 1 1 r '..'` t O ROM CENTERLINE n�__ ec1aN= „t d: `,.. .kr. �. .1 r.. .-\s•' /� BEARING AND DISTANCES a THE BUILDING DEPARTMENT PRIOR TO CON- � .. 'Rs- 1 ba. ANCES All +00. .. ' .f r \ 1... �'tV A.z `.. I wT ':E%: ::^,!1• R .? Y#Y- Y }•'.• 1 .1 SiA.+9 .^,Y'- r ` • •TOwq[_;:•- ? , STRULTING THE ROCKERIES OR RETNNING WALLS.'-.s•?' � x,�; � - +k•; y S t ....i.\ 7 1 .. �`TO THAT EXCEED 4 FEET IN RETCH!OR • ! - 15'OF A BUILDING. `. !`:,:,k' ..n;.2 t:v .�_'-" ,� _-_ `'g� x>: §.,�- 1`+.t C.... 3 ,�.. �``•::�,:::::•�`:`::` E PLEASE SEE THE GRADING AND EROSION CONTROL •? `.. t' •` .:'. _ \ 1 " °s.O <. 7I' ';.2.: , '? �/ .; - ,'jR ••""" .,�� F - PLANS FOR THE HEIGHTS OF ALL ROCKERIES M0 '•. :::::: - 7� O \ _ _ - I r .. . t WALLS.SEE SHEET 20 FOR.RDCKERY DETABS. .:♦ �';\ � 1-:` A 9 - _ _ '- ,y.. 7� ao ? AVp1G' ` \ G zsi s cFi� k / /♦ x ~ r � R-263S :k r s :\�: .. •'. \.• �•1' Q :'., 0s;\ f sY ss- / fl s Utility warning sign o 1` .-\: '..4/`: � .X^ - 1 ;-i7 € 1., D it 1 - _- ) S � Ex POWER POLES -� 4- L ._\':'''�• /GUY WIRES s .:�� -- - _ .(-` / �• EDCIE'?OF SEATTLE CONTRACTOR TO INSTALL o `� :•r'. >s '. • CONCRETE SUB OVER EXISTING % r a 1 A amx zxwaxxT.s.lri 11GHT EASEMENT �\ �`�_-_ C"• T ry . -.�'•�.� - \ I\\. a+a•rm xno seaax\ �.ae.- •. �20" OLYYPK;PIPE IJNE WITH CONCRETE - o. - ''<.`:YC`s,�•, �?. '� 1 J•� �. - \;\ \ -% \.. \\' k �'\ �j 226.6' CAP PER SUB DETAIL A-420 N �, �'f\. ...,•::,..,:' \ - is 3 ; A`.r \\ 2O /�j \ •.6" IORAI7 1. I. ON SHEET 20.(ONE SLAB) FOOTING N � r^ : . :..;.,':.,`:`'.•..`:.''..''..'•.`:,':. .. k\. \k.\t TOP 20.......... \ Fl-/�/ 1 pN FPOTWGI: 1�' 16" \ - �n g �n - N U S `': - •'i.;':`:.'':'a'••'''._'n f 41 - \1 ®®®�Z 3 / 2278'PIPE k $ Ycl is \1�` .\A /'/ T/ E //� : 1 & S ��• ~ 'f.:,•TTOO' NTH (ER3():Y 7• ± as 'Ai1M1l _._1 sl 1�♦/ k: j'•;_s L• C `1 7 •�• o' Ctf DUE -\ •✓ 6'H DATED •IQ• ...CUT... OTC FPEi 1 I s 1(` / TOD-1 •�i IV LINK FENCE MOUND a a�>a' m �'...:'..'•:?„ .y49.4' ,.g. 1 1 1 GAS PI •♦ 7 SPORT COURT f"� i \,. .._•„c\D1E/ i-�,..i •�•' ' Approved - i ��•••i;• _) \ / • 15+TY92E.98,7.25'LT85+87.83 TYPE�18.9'RT �A 49+31.67, 19.35'RT CBMBS,TYPE 2-48" By Date CONTRACTOR TO�INSFAIl••` _ /1• _ RIM=228.35 STA.54+84.68, 13.75'RT i Fy' IE=224.45(12-) RIM-245.35 `.CONCRETE SLAB OVER EXSTMG: s CBjA7.TYPE 1 R01=41.15 W OLLED VANED GRATE OLYMPIC PIPE 11NE 1r111i CONCRETE - SIX 19+79.15.&75'LT 36(t2� 2M•� - IE=238.08(187 i .} ,a ..f.. PAP PER SUB DEFA9-A-420 :'•Y ?$ RIM=20&9 E=255.10(127 CBAA21,TYPE 1 DEVELOPER: z z LOIN SHEET 2p. '•I• LIE-205.10 12 CB/A8,TYPE 2-48" Si0.49+60.13.17.30'RT CB 28,TYPE 1 O O NO FOR FINISH QORS `J _ ..✓ i'• _ __ ' ( ry STA 15+04.41.6.84'LT r14.TYPE i RW=230.10 ROGER NIX Hq PoN=247.36 STA 90+55.86,.9.25'LT PAGEANTRY COMMUNITIES rn rn /_ __i STA.9+87.50. 13.75'LT G - ..GFF=GARAGE FINISH FLOOR - o % :. - - -r;--•�i� CB/A2.TYPE L $-234.80 12 PoN= IE=227.10.(127 RI11=259.48 2936 KENNEWICK PLACE N.E. �V- BFF=BASEMENT FINISH FLOOR .h• /:' ',�.,j'��- �♦ STA. 18+71.99.&75'LT ( 7 221.80 IE=227.80(97 IE-256.80 1 �n IE=217.30 12 (� RENTON.WA 98056 P t� FF= FIRST LEVEL FINISH FLOOR '\ •: :' !;ter >- -•♦ RW=212.78 C8 A9 TYPE 2- ( 425 235- rL a. .':'F\'''• .. \ :-% ��- -�'.� E-208.70(187 8 48 CB/A22.TYPE I 0744 'r. CB/A15,TYPE 2-48 STA 60+00.9.75'LT. ( ) o. •„i STA.88+97.22 (425)235-1394 FAJI o i a a _ _ W/VANED GRATE STA 90+16.45 15.15'LT - '-. : +'•.`` . ,?,. CB TYPE IL W ROLLED VANED GRATE a ' ~e,•�:. \ - PoY=244.91 RIM- I ENGINEER . ''/ Y ';V�'yr�� STA 18+3258.6.75235M'LT _ 223.48 RIM=230.43 2 y, _ PoM=217.77 t� 219.30(127 E=225.93(72� 18215 72N0 AVENUE SOUTH , �r <• -� S�IfS"�•- REINFORCED KEYSTONE 'ICE=240:{0 S) E= KEM WA P 10 .':.i`•.'.'• t• `-. .,va'.'-'`` _ �7 �N E=213.25 12 CByA18.TYPE 1 98032 <pi 0F" O ti '.:i`..`:'._s:. ::,•.. t..._ .i �. -ram%��A�'�. RETNN�NC W SEE GRMMG 008 - '+\'`':'\'.. .'-. �' MO EROSIONROL PLANS E=212.75 18 CB A23.TYPE 1 ' Z t) ',, '. :�...�'•;'' yf FOR WALL PROFILE ` .CB/A10,TYPE/ STA 46+99.98,13.75'LT STA 58+23.9.75'LT. (425)251-6222 'VG ENG\N r'\ti ;;;:\'�F\.;,�y...' '''•.;.:;•..'..•. •.. - iIj� - STA 90+31.29 RIM=229.96 - (425)251-8782 FAX CB/Aa.TYPE 1 W/VANED GRATE IE-22&73 12 W/ROLLED V. GRATE N z - .,�'`i; i ,'tii:>�-,:. t I' • MAILBOX LOCAT10N8 _ STA..T7+111.00.7.25 LT PoM=238.59 ( ' RIM=247A3 5 r<:;. \:t.'.. ji• RM=2z&51 IE=242.63(12") CITY OF RENTON w w O_ _ t •✓ SYMBOL INDICATES LOCATION OF MAILBOX INSTALLATION E-221.80 12 E`23&50(12� C8�A17.TYPE I IE=243.13 ><p '✓:: •-' ''`'''' '-``` ♦ O AND NUMBER OF MAILBOXES.SEE KING COUNTY ROAD STA 46+32.00,13.75'LT 'r-o( DEPARTMENT Of=PUBLIC WORKS •\`-..`+': \\`.'• \-,�i�• - CB�A11.TYPE 1 PoY=237.44 Y '•.,• ,.�;.:.,,:•'.:,_...::,:. STDS.PLAN 5-012 FOR DETAILS.EACH COLLECTION BOX UNIT CBJA5.TYPE I C8j 88+37.E2 IE=234.21 (127 SIBA 57+10 9.75'LT. �•( J AI Sr \.`'�: ? \s \}:,..''..`.,.�i• SHALL HAVE A PARCEL LOCKER THESE LOCATIONS HAVE BEEN Poiia231.98m 725'LT W/VAfEO GRATE - w/ROLLED VANED CRATE � rAsy ROADWAY AND STORM DRAINAGE PLAN p 1g IE=228.30 1 a PoM=258.26 z REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. PoN=247.48 CB A7 TYPE I m U U U `''.:'•� - ;•... - w CONTRACTOR SHALL RE-VERIFY WITH.THE POSTMASTER AT THE TIME (27 IE=243.00(127 STA 45+60.00. 13.75'LT E=253.76 12 - - OP INSTALUTIINN. ( �) - (NORLH PVII! ON) �,z w CBJM,TYPE I KRMj CTast Condominiums m a Q.D. - - '.,....':i o STA16+6200,7.25 LT TYPE I PoY=245.3B . • '.y y?e, SEE TECHNICAL INFORMATION REPORT FOR SSTTAA87+87.22 E^242.13(12' M� O APPROVED BY:REDUCED_PLAN AND APPROVAL EIN232.80(127 W/VANED(RATE --CIfA19 TYPE I - +$�.P c26otEQ a a� AWN O n tM 7 ,<. f 4, ``• OAtE 6/6/2000 Fi.E No. 0 \ RIM=249.17 ST 48+24.26. 18.85'LT s/OMAI EY`A'\ E=244.67(12-) PoM=223.14 RJA BCAIE 1"=40- FKXD Door- PACE_ W a 7�0-ko-19ao E=219.51 (127 1 EXPIRES 2 5 0 APPROy® slffT p no (� O G- m ( SECTION 21,TWP. 23 N., RGE.5 E., W.M. Vitt pp v 'IF: i - °� HOPE ANCHM F - J 1: F:: - 3• TO CB J h 3' 3• is' \\\\\\\�\\\\\a�t\�t HOPE N �E/i°.i i• NOTE: 'a•. ♦•.- -•..1}•• \\\\\\\\ \t`\\\`\\t\ PER THE FEMA MAPS THE 100 YEAR FLOOD PLAIN a 't =111:'i'`''- HDPE ANCHORED EDGE OF CEDAR \\\\\\\\ \\\\\\ EL-55.5 WHICH R ON THE NGVD•29 DATUM. { : 3:. '. 5� z TO CB 24'HDPE RIVER ` 24*HDPE- 1a'HDPE 24'X 18'iRA11SITI0N SPECIAL NOTE `Ta \\V \ \\ t\\tt� USING THE NAM)88 DATUM THE 700 YEAR FLOOD }.-•: - •'`•`•,..'• 59.08 24'X 18'TRANSRpN t\ t '1 - __— —— •. •`.\,\\\ \\ U Utt t PWN EL=TIONS '� � �• OLYMPIC PIPELINE CO.SHALL BE ONSRE DURING °o-- \.-. ,...\�\ \\ \\��t\t��tta 3:''; ALL PIPE ALONG CENTER OF 5,��TYPE 2-60'DEfM CONSTRUCTION OF STORM LINE NEAR E�(I�INS'i—-- T \\ t tttt�tN\ ELEVATIONS SHOWN ON THE ENGINEERING PLANS .- 12'GRAVEL/QUARTO'SHALL ROAD /=5 `_— I �171VES-CORTACrMMK KRUGER HYF ROWID$ o •::•_•.- t\ \t»ttt A CONV-1-1 TO THE NAVD 88 DATUM BY ADDING _1 e p(2 510-0575 48 HOURS PRIOR TO ..CY --.\`.\':•:'.\``••'.' 5 :- jv FEET TO THE ELEVATIONS SHOWN. \\\�\\\\\�`t`t�THERFOR.THE 100 YEAR FLOOD PLAIN Q ' EX TOWER :`•.\'':,`:'•.•., y ° -•� � .. i� '� \-'.,::.•� - \\\\\ ELEVATION SHOWN ON THE PLAN EQUALS -.. ': ,.�',:f._\ .,.,. •..t. 59.08-7.75=5I.33' �' 'g ....-. Y EX OLYMP PIP 'S BASE •.: ,_:•._:.,`,\�ti ''��`•"' COMPANY VAULTS i _ `:�•.`•.`- \.'.;.,,.,, '`-'T• `, ~ -0. _ `.'`.\:-:. •'-.::-•!(- -`' •. EDGE OF WATER EL-43.47 :. ...,..- . . "".......::`... EX 3'HIGH i -•` ... ..._:.: ,.:'+-`:,.-..1• ..:. AT TIME OF FIELD SURVEY I:. . .. \ '- WOOD FENCE \ $ ON MAY. 1998 TOP 20' STORM GAS CROSSING - S •..1\-..-'...- ': +.1., ';.`• 4 ; UTILITY WARNING B S $ CAS PIPE VIDE 1 FOOT MINIMUM VERTICAL : SIGN 00 YEAR FLOOD :......''`'►�-'..:-...._4._`•....:: -......•,::...:':::.:-..`..`..:'..`...:'..:...:`.� :....;...::... :. 179A CLEARANCE BELdW GAS ONES ': :., ,•:: :%r!!.-..',•,`' / EL=51.33 ' �.... �� '�� i:•.��..•�.�'' � —i—� PER D ER DETAIL THIS SHEET -., .. •: :. 1yiF:••:- '.,^� i_�_.:fR3�W.ry"••:E{1�LYM21�PI2ELINE}�_. � T ♦ :: :, :- - ___ai IX 1Rf11Y WARMING t ••.QPE Oi'�., '-.\T.r•.•4= - : '':♦ ' %� �: `664 Ff 18'310P'E S08 17 'E, SIGN' p . • IX UTRTIY WARNING (':�•`:.- ..'-..,.. ,.\`-•.,`••.,:::,'• ':._-'•-._'•., CAS 1 -'--- Q 4. 2 ••`.` •` 1 �• .1PtPE� - DAM .: 20•PRIVATE ORA.MGE 6X < SIGN •..4•�•••-•. ..:i:,..•.,•.:•`' ':'--' :..' / :181.8.. i :- / •t. T=, FOR HOPP.PIPE MUST BE FREE F '"`T`.•..'••' ''•..YL•: - / o�•' j -••'� TO SUDE INSIDE A 4'LONG ' .- . 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NI QI : !I �I PI U in • a dZ U S -0+00 0480 -1+60 / 4+80 5+60 6+40 7+20 8+00 8+80 9+80 C\) z z K - CITY OF RENTON �2 0 - d 1 '�- /^[ � 0 ,qR -1'fl� ROGER NIX GkiA DEPARTMENT Of=PUBLIC WORKS 0 rj zd ., '7 ��'\ MSr PAGEANTRY COMMUNITIES 00�oN NASN 2936 KENNEWICK PLACE N.E. Q` s0 GRADING AND STORM DRAINAGE PLAN p U U c MWON,WA 98056 oW5 23 3i-0744 FAX m Z (OLITFALL TO CEDAR RIVER) z ix w w � Approved - a Kensin ton Crest Condominiums m a 0, _ - .. �O By,�f OI�..��+5/ Date Z /�J/ fsgF�/STEa\�\y``�� 18215 72ND AVENUE SOUTH �,p * y? OesrrrEo � onrE s/6 2000 _ raF wo O '0-ka-29ao «`—O s7DBAL ENE' (4 257=KENT,WA 62222 G<"AG,ENGM�4'� a+Facr� RJA sca_e t'=40' r�neoac PncE_ U4 EXPIRES 2 5 02 (425)251-8782 FAX Arrnrn'm sH�L 9 20 U m t C�;R-.7 n�/O Z SITE KENSINGTON CREST CONDOMINIUMS - r NW 1/4 OF SECTION 21, TOWNSHIP 23 N., RANGE 5 E., W.M. ;r z RENTON, WASHINGTON g , R � , W \ _ ;,:`. �. t ;.:j - _ \•, .h ,\ i I i�% l�llf;. �;'i /2 b� 82 , r 1 \:,.. ` . /tee „t\ v N `b.\ � �` -r, �. r \' � �\ I /: li / ll.�/, /,.' /mil! ttt��, \• � / � \ \ o�\,,,a ,�, `.., ,� 1 \ ,. AB._ ,, .._��_ •;\ i\ (' i /: //:/ orf• �5[ corner �q E VICINITY MAP la \ \•\• \\ ,\\\,: / w •�.f�A6 �\\ F:, ca , i II �f�,�«- Rn I o NO SCALE \ •;�i, '\ ,:•i ( I t -=.._ /A•. I�II I /\..� _ W w \ \ \\.,''� 1 -.tie I ,I;(I I/ \\.- 1Dt ,frOR '.�f�/1ii cn LEGAL DESCRIPTION U That portion of Section 21,Township 23 North,Range 5 Ead,Willamette Meridian,in King l`l,ti''' 1•` ,l\ L ' - � ! `.. -� � ' „` ` ,\ •.{i,�,!,(�,;- -- � �'` -�;`'-•---- ,- _�' --_, / :/'•/ '�r .\,`\;o.- 9 fA c County.Washington.dexdbed as follows: On ;INNING at o point on the North line of acid section a distance of 1000 feet West of the Weat UZ .B line of Government Lot 4 in said section, e THENCE Southeasterly 1121.85i .I I x ll I' '\\ ). - �'\� _ _ _,�`_^...- 1- \ _ - ;// �: I 1•, 1 1 `@7 Qpant 940 legit South of said North line of sold section 1 � I! . ! ` ! `'�• � - - �"`' i1-� ''�� 1 a s ry legit to a x and 380 feet West of said West line of Government Lot 4; II ! r - 14'I;:: THENCE Southeasterly 466.77 feet to the pant of intersection of sold West line of Government - s Q Lot 4 with a line 187.5 feet Southerly of the Northerly margin of the Bonneville Power 1 � I(I: " i ,,.- � -".� ' !c .,j; : ' I �..:, �, „�a y, _- -��.a '- -'�,--''•,�� t` I` -' %•' Administration 4o Vol Loo North line as meosurad er endicul r r Die kY D D P o f id said margin, `. 7S eC C., yr� { Q THENCE South BP 23 40'East(South BO' 10 30 East),parallel to said margin, Ili 1! I I' 1, 1 I; -' ;_ :;, �" ,� � '.``-`-_;,^ ` - ~I�1 1�I I I \ )�\\,', i i �!�- '�90 Q 634.26 feeq THENCE South 11 11'10"East(South 37 04'00"East),Parallel to said margin. i I I II ��\,, \`•;•, ;,', ,r } I \=` - �I � L 1, Il\lr\ \\� / ,� - i Cr 248.67(eel to the Westerly margin of the Cily of Seattle-Mercer Island Pi Line ri ht-af-w Ii','F. '�•,'.�-\ \•,: '` �' •',' ..%:' 1/--d' "- `• ' "�\\It:." �"' :'' '.� i -�`tit ` II I! ,� \ - /�'/• - - as condemned n King County Supenor Court Cause Number 466190;d m Ki II Il.;.(11,�•;\•., \•� " * _ _ THENCE Southerly,along said margin,to the point of intersection with the Southwester margin (I:I'I,�,a..t�s\`\\`` y �'` ` �� - ,•(! �r„ !��%",.I I'r //i;�t /��i�''�_ � �� of Bonneville Power Administration Rock Reach-Ma k V y 9• Y P a), No, 1 id margin, line; I 1, \ , : `;\ ':'� •. \ J' } '•� _J' '-,.r'.. 5.YI 98 III ! //,; !�;/. ''�// %i'r �,./;::•i' .. THENCE North 37 17 10 Wat(North 37 04 00 West),along sold margin,520.75 lIl h ` \ \ .\ ,; - [-. __•3. ,!� .,; !1/! �,•'\� / /�/ /,///i j/y -' / �r J feel: 'll'1`•f\ \ `,, €ME If� t t`,\., \ �.�\ /-.: t `'" `\.,H 11 j z ., r,; / ��/ %/.,,(•\ ;'� �..-'f' ��` /THENCE North 80'23.40"West(North 80' 10 30 West) atool said' " , margin. !1 '\\,:�\� ,t 1 - �•-'- \ �' N - ,i-!} I( t / � 9 1648.18 feel to the Northeasterly margin of Southeast Royal Hills Drive as conveyed to the City i y of Kent under Recording Number 7502070394; ;' t`.Ih '� \\} \ , -.� \ ._ `:,. .. -..._ •r•c•--••./ -'. / � �.. ( 3N II `�,,\,. ! / :,f (/)' 11,1( 1 ,!' ( !-. THENCE Westerly, Ion S ,11 ,, `�\. t,.t\, ,, .,( ._.�"-.,Y :1 �� -•F. ` 'f' `1, \\t!'\} ,i ,II.I-, /!. ;.i I��` ;,l,l _ 't. { m E E S eely,along said margin, tin point which bears South 09' the No East from t;,{\p,l, , ,1 .\'- ) I 5 .,,1�;,I 1L ` I ,\\�.?_ 1 it !I' / `• i NDEX OF SHEETS: a point on the North line of said section which is 838.89 feet East of the Northwest corner of �•'• ',+',t`` 1 �� .-C rB28 �+S 4� , ''` I `I 1�"'1 � '1 I III )C�t \�\-- t\`,,'l l,'(,-� � \\, I r F-r Y \, `\`1 , ` - x• vl `• 1' �' `d 1,fITt `5L! I i, �, ,t, \ •1,\,\�:`��\`, 1 I - l..sold section,as measured abng said North line; \ 11 ` ',\ , II ;),' „� \,t ...1\ j O \\`\ !, 1I t, , ,.;t.l t 1 COVER SHEET 2 � I 3 THENCE North 09'30'00"Wesl 1475.83 feet to said point on the North line of said 1 •,\I'a t , I i , ��/ /�1 ` .\ 1 Section 21: 111r\ 1 4,:(,\I1`I1?. `v I /.;.. \ �('-!!�gt \A�hYt l `�\\�`h.`. , \1}} \ ',l,`,-,:�';C`\.., \�.`\,\ ,�t f HORIZONTAL 1 � 1 1 \ \ 2 CONTROL PLAN u THENCE Easterly,along said North line,1014.54 feet to the TRUE POINT OF BEGINNING; )1 '��`'�'•? �•,,; I \ %' /;I` ,_; i ' 1�1,�;.1 �\-��.\\`•' 1t ,I, -� \` \l,i (SOUTH PORTION )., `.„ Al \. 9 parcel: ../;/-..\ , '\\:.,:t,�,;.,,y t\, I ,r . 7 ./ f' r_. / -.:5 ,'1' - �\\ �\ \ ``'=\\\ .-._\,.1 \,1'TOGETHER with the lollowin described � t ( �\ •� � 0.,'�,�\- � \ \ `. t\,�,t \ 3 HORIZONTAL CONTROL PLAN �\ / � �{, y Ah ll I �,l '\\\i\\\ �`..�•. (CENTER PORTION) " c N rthw st o a point of the West line of said Section a distance of 1265.40 teal South of the /L y!\ \,:�,.,., \,�;\\ �' 0 g19 '�`, -AP :' "' ` \�,\\ ,\', Ca` �� '\ �\`�� - \\,t `J. .. v Northwest comer thereof: / \ \ ( •t:i�� \t.i. - ,_ �.�' ( _ - .+J::aY(,•„\�:\\, t 1\� '�;\\\\� t 4 HORIZONTAL CONTROL PLAN \',..w \ -, `' ,�• ,:. 7! 1 \ttv \�`\ti"'�'` -:\\\�\ \�\ '\ (NORTH PORTION) i •- THENCE South 34 54 30 East 940 feet to the Southerly margin of said Southeast Royal ;, - `�`-;•.••`•; P.:c\ �> `• :' ti- \_ ` \\)' l\,\,\.\}p, -�-"�- \ \ ` p dY 9 Y l!t _ .._ hills Drive and the TRUE POINT � in.. ...` \:\•:'•``•' 1\`;a.,.. \ -. -. __ __. :; ,•, , .. �. _.. _-_ ':_ .__. 6" \� �!1 \';\': \\,Y' ~ � �\\ �\�\\\\ `. n , m E Ni OF BEGINNING, ( _ i - - \ \•, „a-•"--'-"\,` .,,\�.\, �\ 5 STANDARD NOTES AND ROAD CROSS SECTIONS \ fill!)!,,I \ ( ut� c rn THENCE Conhnumg South 34 54 30 East 55 feet to the Southerly n!argm of Bonneville ,I/L•I, ^- „`. �\'•u 't, \ -. , - -'a. 1 z •yH ._-._ ,,.:, '� ✓ \ � � \ `,�\'. \�_ - a c Power Administration Rock Reach-Mo le Valley No. 1 transmission line; 1'1' -''1 ' " t •✓a - \- •�\\ •�-- ' \„ 2 Y D ey' L,1.4h. .2i`\ R °.j„-, .. `^ ;; :: CB l\ .\ i- ,`��O �.. ,�1,\ �, 6 ROADWAY AND STORM DRAINAGE PLAN �I THENCE North 54 24 OD East,along said morgm,830 feet to the Southerly margin of / --�- ----+,9 , \. , r ,,-- '' !• a\`.�_ _ - ti� \\ t}l_-y,..` - (SOUTH PORTION) a sold Southeast Royal Hills Drive; ?•., 4 `��\•.,`=_:_,- �\-: � \ , � �- 1it�1C.` \\' �- „..,,, ; a THENCE Nested and Soulherl along said margin, -..,it T_..., ' .^-`x'a�\ \:, ,?\�a T ..... ;•' ..,r._.. _ i ;' \ t �` .. 't / d �0� - :�\�\�•--_ :��:\ -\ 1'i 1.\ `� •'` 7 ROADWAY AND STORM DRAINAGE PUN Y Y. 9 9 to the TRUE POINT OF BEGINNING. - , .,,,.,9 .. ;,9,At' � ---- �- •�, '\ _\.\\ I,t \\. j' '\ ;Y:' = (CENTER PORTION) ♦•4111- i:% \ `,JI e1. \ -.-:� N .-...,,_ ..J k'.. .\. R t _ �.. \\\\\\\ \S`l�\('�lit�.�\\\\\. \"1 BENCHMARK: Q�p' Z, � --- C (i(`,'"' ` �� 1 � B ROADWAY AND STORM DRAINAGE PLAN '1144& ).}}��i __.... .--- -�\\\ \ I �\\tilt \ r70 � ... �.� ., !•I I,I \ � � �\\\\��\\tl �� NORTH PORTION PPP _a 1)CITY OF RENTON CONTROL POINT 1640.TOP OF A BRASS �','� ---,;j �,, II I:'!)). ._ .- .._ .... ,., .. '- .- �' f, � >S ^: 9 �RARINOUTFAG AND STORM DRAINAGE PLAN DISK IN CONCRETE,ENCASED, FOUND MARKING THE SOUTHWEST /.' , ,-.__.._\ I I Al{, _ .. B}D• •. .; �, ':a. \;\--\\\ \\\ ` \\\'.�- LL CEDAR RIVER 3 CORNER OF SECTION 21,TOWNSHIP 23 NORTH, RANGE 5 EAST 1 _�:,\ I�II II��I��: i ' i :" i,,. ` .`; "- • ,.� ��.•.�\�\ \:\. f Qo OF THE WILLAMETTE MERIDIAN. a$ ELEVATION: 458.J1 ASSUMED DATUM : , I III,, I. J' 1 I z.\ /�. a y - ..•- ,,. j 1 'A I \`.�_:\� \ ��\:r�:.,Q�\�'�\ 10 ROAD AND STORM DRAINAGE PROFILE ., CAS 1941 NGVD 1929 '�� I I�I�III '� I I '" - �- \• �' \ \\\ �� KENSINGTON DR.STA.0+00 TO STA. 10+75 462.71 K i 1 III l. 1 �, \ -"' •s. 1' %t� \ �\ � � �•\ 466.06 CITY OF RENTON NAND I988 .I�it, I ! 1 ,I i!i I I , � -.. '.:.' ��'r, - � '�"-_- c 16 I !`+ H\� -- \.\\ \ \\ � �\�, \� ' _`,'.� ' `� � �` Il): \\ \�: � \� 11 ROAD AND STORM DRAINAGE PROFILE �.o ,•`,,:< 11 II li I. ;,li!•' ,'„`.i� ,/62 t .::-.�. \ ... \ ;. - ,:;!I '.\\t`'� \\\ \\;\\ � \ \{SO KENSINGTON DR. STA. 10+75 TO END 2)TOP OF MONUMENT INCASED AT THE POINT OF CURVE OFI.: q5 •, \ - \�.w`\ t y \, \\ - \\ --r SOUTHEAST ROYAL HILLS DRIVE LOCATED SOUTH 3W28'21" \ ` I1 II!+„ :! ,I i '1 .` .�:;' ,,, .' .�. \', _ .`' .T 4r.:. \.,`` •\ a;.,:\\\ . \ ! r ; ,,1,1 , ��,:�. -•.,,.\ ,,. 4!•ar. \' - ,\\\�\ 12 ROAD AND STORM DRAINAGE PROFILE c y WEST. 213.86 FEET FROM THE SOUTHWEST CORNER OF THE \t\\\,,,. 1 rl i�l t, t4 I(I:.I i , 4T.. ,r ! .\ :, .\'\ :` \ •`.\ \,-.� R A J SITE.ELEVATION 346.08. �. } I (,.. 1 ,.F .,,�•� \� �; \ ..._� � `.. 1 Y `,1'. T'; i.1I 11 5 .l 1/l).. \.\ �.'�•.:,,`.- �• N li". ;1 13 ROAD AND STORM 3)TOP OF BRASS PLUG MONUMENT INCASED AT THE POINT OND F-EXT)DRAINAGE PROFILE OF CURVE OF SOUTHEAST ROYALH F AND F-EXT) ILLS DRIVE LOCATED SOUTH - -- 50'40'24"EAST„877.12 FEET FROM THE SOUTHWEST CORNER 7 R OF THE SITE.ELEVATION 294.38. \•\�,• r •��, /( ._\\ \,\ l R` \ t '` r` y,. 14 ROAD AND STORM DRAINAGE)PROFILE T I• !� { ' Il !1 n1 i,\' -/l<< I� ICB 2 j �\ `. \ _ ,��.i � _ _ \ (ROADS B,D.AND ALLEY 1 15 ROAD AND STORM DRAINAGE PROFILE i HORIZONTAL DATUM (ROADS E,ALLEY AN ALLEY \•,., II ,i11 tl\(tl�,}"�.'i, '/; /' i{ \ `� \L ,` \ z D3) TRUE NORTH.BASED UPON GLOBAL POSITIONING SYSTEM GPS \,P\i\\\�z\I` a i11tI', ,\ q -ij 7 \ \,\ \ �\ \ \ ^� 16 ROAD AND STORM DRAINAGE PROFILE LAMB ( ) `l t ) is \ 1 / ,, I J \ `,t \ \F�-\�� ( \ �t�' (ROADS G,H,AND J CONVERT GRID ANGLEWASHINGTON1 STATE NORTH ZONE COORDINATES.A \1\,,,;�0\t 1�1� ' M I�)�)II' li.i (- ri , ,'" \:- `1 \-`\ `',`\`\ 1 \ `` ) CONVERGENCE ANGLE OF 1%000'25.25"COUNTERCLOCKWISE WAS �\^;.• II! III'r 1.\��. > �\:''--'•--' 17 ROAD AND STORM DRAINAGE PROFILE APPLIED AT A BRASS DISK IN CONCRETE,ENCASED,FOUND \�l�\ 'i,� I / fl I ) )I \ � / ' ' ( � ``\Tt, \\,\\ \ � _�'�-�`. i\ (EMERGENCY ACCESS ROAD) t,� MARKING THE SOUTHWEST CORNER OF SECTION 21.TOWNSHIP 23 ``\}. ) ' 1)) f;l .`•' ' r \ 'f' \ '1 I I `:\\,`` �,\t_\�\ -�� 3 ^ NORTH,RANGE 5 EAST OF THE WILLAMEITE MERIDIAN.THE 111; III!I it//i/r A'ell} i) ! ' )1 ' --'' \\', -_\-��•- "' \ a 1�r ,JJ' I '/! /: rllll/ I �/i�.` i Ce 14 �� \ / / i I (t\ `-. _ _ \ ', 18 STORM DRAINAGE VAULT�1 is INVERSE OF THE GRID SCALE FACTOR OF 1.0000077486 WAS 1,! z'7i rl�f/JN� iY,r�,�;•,/o.', t-"' \ g� 'FP 't 1 ) \`, \.` ''.5 '= r ;i `l ( / ' +. \ �"'-h \ \ 19 STORM DRAINAGE VAULT/2 APPLIED i0 THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. ! I r / 1 J IL 20 ROAD AND DRAINAGE DETAILS VERTICAL DATUM: (CITY or Foo'*O . 1 1 I ++ 4 a LIMECONVERSIONIl�j lip II( _t' �� `\ ',\ '�i .` .) `\,J' ) \\ \ .. \ � t .. ASSUMED. TO THE CITY OF RENTON DATUM 1 I I�r ,,.. /�,I I !I,II II ,I f f \ ((\ ) •�' �1 \\ \1 I -,` r,� /` DEVELOPER G OTECHNI A_! N•IN R (NAND 88)IS TO ADD 7.75 FEET TO SHOWN ELEVATIONS. I I'I)!{th �I�4_-I I�I t!!.\` i \\\\t•, `1 j t. t 7 '•\ t '•\ t I l \ ' - PAGEANTRY COMMUNITIES GEOENGINEERS,INC. �• `- Jl ! � i \ �t \ I 1• 2936 KENNEWICK PLACE N.E. 8410 154TH AVENUE N.E. m NOTE: )/.O�1 I!II III ! 1 \. ,, t__ RENTON.WA 98056 REDMOND,WA 98052 THE CITY OF RENTON REQUIRES THE PROJECT AS-BUILT I :.,, I -is 11,! \\`t,!��(L 1� ` `,\ \!! 1,. i ! L/ ( \ \ i\� \� (425)235-0744-ROGER NIX 425)861-6000 DRAWINGS TO BE PREPARED USING NAVD 88 DATUM WITH / \\\``\1(-t \\\\\'t ` z� , \ -:,� 1 'i ��"� ! \ 425)661-6050 FAX --�- 1 11iT 11\ \ ` 1) \\\t _ ,� `r i \ L �, CIVIL ENGINEER, NO ELEVATION CORRECTION. '„\ \ - •+ ....-` /` N ' \\\'\ �\ �\ \ 18215 USEN CONSULTING ENGINEERS,INC. ARCHLT DESIGN V._. ...._...._- 18215 72ND AVENUE SOUTH P2 DESIGN GROUP LEGENDS \ \ \\,\11,)� �`\ i- .. ,�' ..•� i ,-__.�.� '�I -`✓'..-' '\ ` I - \_` �„�� ... (425)251-6222 SEATRE,IRD WA 98101E.SUITE 730 _________ .' \ t!.)�i1 \\"•Y •)�. .� ` t -- �-`� (425)251-8782 FAX 206 624-8498 �- EXISTING STORM DRAINAGE LINE 2`.,\\I�Ili,;/fin!`\`t��i�i `\ r ) '•b' \' �jI _.._J ,\\, __ - �;._ 302 PROPOSED STORM DRAINAGE LINE `t) CENTRESURVEYOPOINTE SURVEYING.INC. LANDSCAPE ARC I\ P.O.BOX 4416 DESIGN 61W04FOURFAX <� -, �, _.;tl( -- \ \ ^\ ;,�( __ six 33fi39 9TH AVENUE SOUTH SUIT 148TH AVENUE N.E. PROPOSED SANRARY SEWER LINE ___..__.-_.».___-_.. .K - \ ,\ ) '' / FEDERAL WAY.WA 98063 SUITE 102 I / -"�\l ' , }I \ / "'-- - 253 661-1901 BELIEVUE,WA 98007 p EXISTING SANITARY SEWER SYSTEM �q CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE - •+ ��`' 1 "// t ( `\ ( ) 61-7719 FAX )881-2426 I I (253)6 ( ) v, WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND \ •.\ _ 1 ? (206 881-2488 FAX -- REPLACING All SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION N EXISTING WATERMAN ---------------- \ACTIVITY.PURSUANT TO WAC 332 120. APPLICATIONS MUST BE COMPLETED BY A \\ r REGISTERED LAND SURVEYOR, APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS , EDGE of 4oz SLOPE -.-._._._.-._.-.-.- CITY OF RENTON EXISTING EDGE OF PAVEMENT __ MAY BE OBTAINED FROM THE WASHINGTON ON STATE DEPARTMENT OF NATURAL206)93 7� �EPARTMBNT OF= PUBLIC WORKS ' RESOURCES,OR BY CONTACTING THEIR OFFICE lW TELEPHONE AT(206)902-11f10. EXISTING CONTOURS •. .... 250 UnUry .9NELICT�OT . - I ' WASHINGTON STATE DEPARTMENT Of NATURAL RESOURCES j J. AR,ys PROPOSED CONTOURS -250 ___ PUBLIC LAND SURVEY OFFICE CALMOM Q�91 WAS/ COVER SHEET O 1111 WA SHALL WASHINGTON STREET SE. TIIE CONTRACTOR ALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH �' ROADWAY AND STORM DRAINAGE PLANS z P.O.BOX 47060 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE PROPOSED ASPHALT /,- OLYMPIA,WASHINGTON 98504-7060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG' Kensington Crest Condominiums m THIS SHALL INCLUDE CARING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING PROPOSED CONCRETE 1^---r UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED,REMOVED,OR ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY DESIGNED,- L- --ll DESTROYED SHA L BE REPLACED BY A REGISTERED LAND SURVEYOR•AT THE COST AND PLANS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAD UTIUTIES AS SHOWN ON THESE 1-800-424-5555 26016 4- MTS pATE FILE NO, _ 3 PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. �/�.9fC/SiT.AV�1E CaiAWN DWW - ---- • PROPOSED ROCKERY AT THE DIRECTION OF THE CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN 2 -,- APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SWILL ALSO BE THE CONSULTING ENGINEERS•INC.7O RESOLVE AL PROBLEMS PRIOR TO PROCEEDING WITH SS/OMAL ENS\ C Bo, RJA -_-_ gagLE AS NOTED gELp gpaK _ pA(E W c PAVEMENT FLOW DIRECTION RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. EXPIRES 2 5 02 APPROVED Ill i H`.,U"AN C./z�LaE[U;IrJrtR iw•11,L1 nOwr n.,i.rr...e.ron.r�-v,n ra.aa c.-,. .nn.. .. < ,-..,� �_,.,� .,.-..,,. .�-,.... ��`;,�, a\ A\\ -�— EX PLAYGROUND EASEMENT ♦ \ �Rec. No. 6399529. \ \ \ - \ \ -_ J z \ \ U O OL O QT \ \ \ O \ EW 15'WIDE PUBLIC e rn \ \ WATERLINE EASEMENT W O �, Y QS HO _ co N SONNEVILLE POWER Ap \\\ MINISTRgTION ' \ EASEMENT E OF RECREATIONAL LLJEASFMENi \\\ 0 C) o i L=246 75 EMERGENCY s3s 27 27•E / I~ 3 _ N0508'07 '�y u R-2 01003 • \54 / z E. r U(Yi rn D 53'42'43" •-� --' R=100.00 A � SHADOW LOi LINE CRITERIA ATTACHE SHADOW LO2 AREA FOR TOWNHOUSE UNITS: ATTACHED EXTERIOR=2,500 S.F. - \ � ATTACHED INTERIOR=2,000 S.F. i •' a •+�f L=172.10 / \ j\ D=31'06'42" +,r• i� R=316.94 / S81'11'26"E r. +.► Q' _ v Tower 4.36' a �3 0 SEE '+ 1 2 00 Q Tower 1828/2 i ^/ Base =+ L=36.16 ,�•+'+ \��--\\ o Tower s 128,./j4 Tower Be BaseD 22.1 49' I i 16�4 D=39'50-20" R-546.001 �p• 32/2 734'09"E `/ a`v a`L floe ?cr.. C. P:o. 2 $ R=52.00 ° \ \'. 7gpg II •\. -_ -- 10.25 vQ• tt,\. D 0023 7-1 L 71 71 sa \\: " ¢/ SINGTON DRIVE QO 10,25' 09"E 5 \ \ o� mo 1, �o Est KEN r a115 . \.; �.., �\\ __ Nam_,•_...--"— _ 9a 1\` ?;: :,\'3Q11 r •' ,. �'tC•,. ,,' .iw..<.. _ NEW 15'WIDE PUBLIC 5Q' N84'02'0 I i^ :.: WATERLINE EASEMENT,,. I 0°W TYP. .._ SOUTH EDGE OF SFATTLE CITY LIGHT EASEMENT 50. • \ , ,, jts \.- g2 SQ ''' II! \ �� _ y�. j 9 sgit{ - 2g28 sq - I 1 i L=135.54 \ \\ \\ D R=316.948. ro \ t 2, 1;) D=25'53'1 I' \ \ Q \ T-+ , .\�• i OMPANY , ftr 523 54 St. 1 ^ R=300.00 \�/ • COVERNEW ING 25'EACHMENT TO BSIDE DEDICATED OFAPIPELNE ASMSHOWN.PIC EUNEWNE CEASEMENT DEVELOPER V \1ROGER NIX Q \°<F"' \ WILL REPLACE EXISTING EASEMENT PER REC NO. 5731998. PAGEANTRY COMMUNITIES �GH 1\l; o �`` 2• \ t s, s - ':\ /p • 2936 KENNEWICK PLACE N.E. A V' O \\ \ lr N ,J .•, \,-,, \ \f(/NF 1-� RENTON,WA 98056 //fy�a• ��j �A Z a L..fit.\ ')y,47�9 ?q' \ \ ••L,-o?0'. S425)) c�10 1425)235-1394 FAX i E1 •\ • _ '.1 1 \ .,'�� N ENGINEER 0 V v• - Y •� tt \ ` NORTH EDGE OF BONNEVILLE POWER \ �� + 4�d i r� 2 ADMINISTRATION EASEMENT \ \ \ )p 18215 72ND AVENUE SOUTH sPG y- \ - KENT,WA 98032 <r v EP -��,- `.,Z6�3 - \ \ \ (425)251-6222 7A'G ENG1N� 41 ' z - (425)251-8782 FAx tN _ \ \ CITY OF RENTON \ _ __," •"•" \ \ bEPARTMENT OP PUBLIC WORKS \\\ \ ........� ..... 3. AR,1/Sl C `\ HORIZONTAL CONTROL PLAN p �` `EDGE OF 4011 SLOPE LO(k1TI0N 2 E j475 g1 �\ wASH PERFIELD \ \ \ CENTE POINTUSURVEYING SIp30'31" \ o (SOUTH PORTION) Z EX 25'WATER EASEMENT PER \�� •(�) -ru Kensin ton Crest Condominiums O RECI 8802110614 TO BE RELINQUISHED \ 0 9f 26of$016 EO ,,� DESKNED MTS DaTE FILE HO I O Z ` \� BY CITY OF REMON f�S/DNA TEENG��`` w w -' CHECKED RJA SCALE 1"=40' H$D gOCK __ PAGE\\ I W EXPIRES 2 5 02 APPROVED 20 m FiiP. P:A$DSb_P60J'\7432AENCINEERsIGV7432-113.UWG 0-te/timt U3;06/9WO 23Di Ernie: 1=40 Mork Xref• Z143-8.77432->77141-1 F I-" CL CL ♦• /�/ J g `ter-N •♦�R n "') Z c SOUTH EDGE OF SEATTLE -,��( '«•F / N70 n - -' LINE TABLE $W� :_ � ° RP1- , 0 O CITY LIGHT EASEMENT y ♦ �a I �" n^. LINE LENGTH BEARING o --♦hA aarag,7;= - D <' L1 18.20 N79.48'04'E c /. /� r. \� L2 4.00 N20.44'42'W O ♦• 1, 1 r' 1 0 ) L3 8.13 N27.31'55-W /=Y - •w' '1t L4 21.74 S02'ST14'W U NEW EASEMENT TO BE DEDICATED TO OLYMPIC PIPEUNE COMPANY 1 � W m "p \ J U COVERING 25' EACH SIDE OF PIPELINE AS SHOWN. NEW EASEMENT Q o WILL REPLACE EXISTING EASEMENT PER REC NO.5731998. ♦ ♦• j` N 1t 4-.Q1 \ oo L W 'o EX 25'WATER EASEMENT PER ♦ - /; N, -^, : CURVE TABLE O V Y REC#8802110613 TO BE RELINQUISHED .♦ ^} m1 \ � CURVE LENGTH RADIUS BY CITY OF RENTON •♦ - i� c . •♦ =///' ,.,N o ,` It Cl 15.59 50.00 0 ov. ' C2 8.73 50.00 O D=211o47 '/ N N o - r? R=44300 ♦ \ 'o \ \ p'A,, `L 1d�..? -''4 EDGE OF 40%SLOPE LOCATION y C3 20.91 50.00 • - ,i`� •\ O Y �� -o m, o PER FIELD SURVEY BY ♦ •�_ *� '`.� ..� }. "' N \ D \• .1 \ \�iS i� s\\ >oa, �><, le"" SURVEYING C4 22.20 35.00 D oo cp ♦•♦ ° I a p r + W� � • - _..� v P. .'4. �� " �0'- cV '9 ) to ..6775 � / N � \ j' [•� 3 7T inn i = Qr _ i•9 o a\ \y 11Q �,� , p� r a 1--4� \ �l '`., 1-22.6s s4f7 .•fin \A r �- .//-.. , .� �� w � OJ, 'QOO S '•,�., �125854'7_ '= ...., R410000 W • • ;7 °'lb �. cp N � � s J N '�--t �, *o-' r i za assA .36 �i � r •: a_+Oo .` U , • \ fit\ 4371 Y - - `� Pi o r r.....rnvF _.,25.92 3a NORTH EDGE OF BONNEVILLE •__ - - ' <v r.-.,y m -_) r _. ii POWER ADMINISTRATION EASEMENT h ` • `0=22'11 49' ^,,, NEW 15'WIDE PUBLIC I \, s , 3 < R=540.00 `; nI (WTAYTPERLINE EASEMENT --::c_c, �� N81.11'71'1y g_-�`.--- 1 r <v y w i� \/ t ) {� _ o i In pr -..�._..._. _._ W MATCHLINE SEE •—• �_ o N a SHE 2 - m J Vr T ,• E%� .-' L 100.24 LOP R:DEVE E D=82'0254'� NORTH EDGE OF BONNEVILLE 7 1! e \\� ROGER NIX �•{q SHADOW LO7 UNE CRITERIA •�✓ + R=70.00 POWER ADMINISTRATION EASEMENT ; G •` ( i,p �` PAGEANTRY COMMUNITIES MINIMUM SHADOW LOT AREA FOR TOWNHOUSE UNITS: • L-105.10 �� i I.. ,?G. I \ 2936 K3NNEWICK PLACE N.E. ly� ATTACHED EXTERIOR-2,500 S.F. D=284027" RENTON,WA 98056 /f.• A ATTACHED INTERIOR=2,000 S.F. �•` R=210.00 y -__._ ( I (425)2 5-0744 / ( ) �! 425 235-1394 FAX �,1 •� / EW 15'WIDE PUBLIC __ I q' ENGINEER' o ��•�- U ( g •� WATERLINE EASEMENT �� - , y •,• _„ -- ----- ! \, '� 18215 72N0 AVENUE SOUTH sG �• Qg• KENT,WA O �•✓/ NORTH EDGE OF RECREATIONAL__ (4 5)251-62222 <p7A'G ENGINE `•,• EASEMENT REC. NO.8706171394 '�� (425)251-8782 FAX N CITY OF RENTON q :7-OD DEPARTMENT OP PUBLIC WORKS �t 3. AR,NST w"Sq' HORIZONTAL CONTROL PLAN p NORTH EDGE OF PLAYGROUND '• (CENTER ER PORTION) z EASEMENT. REC. NO. 6399529 Kensin ton Crest Condominiums IM O 7 1 DE9Cl1ED MTS S. s9fo/S0ifR(��44� aawH DWW DATE -_.. ..._- RLE NO, -_-. _. i.., Z �—�____ s/ONA L LNG CHECKED RJA WALE 1'=40' FELD Bi— PA°E W i��__ ( E%PIRE6 2 5/02 7wppovED _ _ ,Rws_. _..__ 3 OF 20 v m Y - r ..i,..I.Hk(1.1\74:i;\FNI.INFFRINi;\7d i)-Hi f�W(: rnia/T,,.,. r�x/!lA/•tnrtn rx.nn c�..i... ._n .:__._. ��.�n n-,...,, -.�._„ _ a .. (n 1 I 1 S 89'59'05"W 1014.64' �,// EXISTING 15'WIDE SANITARY SEWER EASEMENT Z �• \\ 1 y�. 3?=� 1 1 t} / TO BE RELINQUISHED (REC NO.8802110613) CL t 1t 9� W NEW 15'WIDE F�JBLIC /• WATERLINE EASEMENT \ , / STA. 19h78. pm v ,`•� \� --�. 1 1 i PSP 352169 \ $: ✓�. /� O Ouo 1 \y PS l�`SE 3521697 •'_ % 11 U a' 6g I i } 1 1 352, 5 ` -_ I O L9 M1 _Z c } - !: l 1, \ fr ,\ B•�OG` ,f r p , r ^ J j . 1 M1- n • \i._a, - ', 1, I,I4 uo i ..._,h ' ,,.7 ! -%3 I _._, ..._ _I TOP OF SLOPE LOCATION TOE OF SLOPE LOCATION , 1, ` ''/ PER FIELD SURVEY BY 1 _ PER FIELD SURVEY BY '•r �(`) S �: 1 M1ER$ECTION= �I I '� • - . I l 1 9 ( - 1 CENTERPOINT SURVEYING CENTERPOINT SURVEYING -,'..i.l ; } $7A.t 3+43 8a 1._ I! _' aT '1"' sra a4 oo ou,_�� j"I I 1 y J _ f 1 _ ?!- �18_F cam' � a � f7 0 � :.�;.., I ,_...` lIIC11. U I � .-_ `"�1 � \ ,•1,, - 1 } .I 1,i _ - 1, l`- _ (_ 14' E.y INTERSECTION 41 �A C13 _ V .I� L�j D i 1 1 - , \STA. 13�4tt 5(1 I -. } Ii I ,, IN1•X1 I',I �.� 1 i I � � "�, 1 �.. 4 � 1 ` A BS 1100 Ii I o J I rn " Ij o .r'1 i \ INTERSE noN •.. h \ 0_ r / ,•,• \ S1A. 1147.5y-' ,. \ _� - %S t00 ST 56 TA INTAERjEC h � • � jj ` - OQ ,o'TYP. _ I�i.. -" -- _ sT�- 7 1�•'• `��'!' \ .,,!/i s-'�/ / / c° L I' I x r IT 1 t i ..... � J LINE TABLE LINE LENGTH BEARING NEW 15'WIDE PUBUC /j/ p1G P1j / /p1PF-V1LE / �r L1 166.39 N20'44'42"W WATERLINE EASEMENT o M' C •/ L2 26.30 N89 20'46"E ' N� � J,:; _ \ r � / / / F9• / tA�-'h L3 114.94 N23'13'52'W �, ` \ i `�•`; i. �� //� / / / - / ,�•�� L4 48.74 S01'28'37"W r^ �•`y /� ,�\:,\ :1 / / / /,-,l'�- / / �,i'�I CURVE TABLE L5 59.14 N16'51'43"W �,t _/ / \ `.� i - - / // . �• CURVE LENGTH RADIUS L6 106.41 N56'54'41"E a, i \ •`•, �- -'- 11 r �•�� CI 2.17 50.00 C2 5.57 57.50 L7 66.43 S84'S1'40'W x '� ,% \ ;••� / N / \-,°' t i_ L8 140.02 S79'13'48"E % / 1.1 ��J C3 3.72 42.50 L9 27.10 S84'46'39"E a 50'PSPL EASEMENT �N - (1 1�� / i Ste' C4 163.76 443.00 L70 81.50 S79'45'29"E REC NO.3521697 - \ `� j �P�r� / n 1 I:_, � •� CS 144.84 201.00 L 1 117.03 N05'36'11"W - - - \ ',' L11 2 103.36 S77'31'34W C6 216.97 272.50 LL C7 172.50 585.00 L13 342.03 N73'47'29"W C8 90.30 282.00 :�• ! i, C9 96.96 100.00 GO,,•ccFFW,EN \/_ / ! �22/ BUILDING N0. UNITS LOT AREA LOT AREA LOi AREA EFFECTIVE TO i // T / 3p O�VMpSHOW Nj� ////�� / // / / / I'�I� �'�," 31 6 1,oOUMT,800 SF 13PROVIDED 09 ESF IN ALLEY LOT AREA C701 48.24 967.33 NE hs G N�j / / / i` C12 146.73 710.83 DEVELOPER 32 8 14,400 SF 14,752 SF - - C13 133.64 461.69 ROGER NIX _ C14 16.72 55.00 293PAGEANTRY KENNEWICK COMMUNITIES P(LACE N.E. G 33 4 7,200 SF 13,996 SF - 2 H A E'N G• F� �p1 / i' C16 24.39 50.00 N ER\N E/ / PE• / 34 4 7,200 SF 10,838 SF RENT)O2 5- 98056 f� - - C17 15.97 50.00 �425)235-01394 FAX 35 4 7,200 SF 19,203 SF - - C77 15.97 57,50 36 8 14,400 SF 16,509 SF - - C18 1 97.97 1 53.00 1 ENGINEER 18215 72ND AVENUE SOUTH yiP y 37 8 14,400 SF 19,415 SF - - KENT,WA 98032 G4 p EQ' 0 / / /1, / - (425)251-6222 7•VC ENGINE. 38 8 1 14,400 SF 17.144 SF - - (425)251-8782 FAX N fit,l� �j �• / \ ��i 39 4 7,200 SF 9.466 SF - - / 40 4 7,200 SF 9,430 SF - - CITY OF RENTON a1 (� u a S p a I-Ft ITI a I:,fr, ,,i -')' DEPARTMENT OF= PUBLIC WOFaK8 / a, a 14,400 SF 79,046 SF - _ HORIZONTAL CONTROL PLAN 42 8 14,400 SF 19.403 SF - �FP p1 WASH l�/ 43 6 10,800 SF 10,212 SF - - ��` P`- " (NORTH PORTION) Z m Kensington Crest Condominiums m 44 6 10,800 SF 10,212 SF - - DESIGNED MTS - 45 B 14,400 SF 17,737 SF - - oF 'rCIS 11 � s70NAL FAG CIEGICED RJA $GALE 1'=40' BOOT( PAGE_EXPIRES 2 5/02 APPROVED N __ sir 4 of 9 ro) V m Fdc. P\SO:kPROJV7432\ENGIIJEERINGV7432-BLDwG DAe/To,,e 02/22/2000 0943 wIe t 40 donw X,tifs '_743-B,Z7432 7743_2-I, STORMWATER DRAINAGE NOTES The following City of Renton Standard Plans apply to the Kensington Crest Condominiums project. The contractor shall keep these standard plans on site with the approved construction ;V 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION plans. F- MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, i 5' 14' 14' 1 G' - r R PLAN REVIEW PROJECT MANAGER. Standard Plan Page Standard Plan Title W-BEAM GUARD RAIL 2. ALL CONSTRUCTION SHALL BE RI ACCORDANCE WITH THE LATEST EDITION OF THE"STANDARD BB004oll Strap Pipe Anchor Detail STa 40+85 TO 42+90 (/-) SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION'PREPARED BY W.S.D.0.T. BO11 Area Inlet 20' MIN. 7.5' 7.5' 2' RIGHT SIDE. PER WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS(APWA), AS AMENDED BY THE CITY OF 8012 Catch Basin Type 1 a STD. PLANS C-1 . 2% RENTON. 8014 Catch Basin Type 1L ----: - _.. � 8020 Solid Locking Cover o � 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED 8020.1 Catch Basin Frame and Grote Details 5"THICK CEMENT CONCRETE - PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM 8020.2 Catch Basin Frame and Grate Details m c�i SIDEWALK PER KCRS 3-001 THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON B027.1 Catch Basin Type 2 -72 Inch and 96 Inch w 2, DEVELOPMENT SERVICES DIVISION. B029 now Reslrictor/Oil Pollution Control Tee Type 2% z (n B033 Pivoting Shear Gole Detail 2"COMPACTED DEPTH CLASS'B'ASPHALT CONCRETE PAVEMENT Q Z 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION B034 Miscellaneous Manhole Details "- •- - -,-e., s ,.,.�.,_.._ _ _„_ _ ,-_,-_-___.. CEMENT CONCRETE Z O IS IN PROGRESS. 8040 Overflow StructureA,ffii :r 1-1/2"COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE ROLLED CURB 8046 Beveled End Sections ALTERNATE: Q 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE 0047 Debris Barrier- 1 4"ATB{ 5"COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE-U E BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. B061 Corrugated Metal Pipe Coupling/General Pipe Anchor Assembly 2. W W a 8063 Pipe Compaction Designs and Backfill ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS 0 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND 8066 Filter Fabric Fence Detail PER KING COUNTY ROAD STANDARDS SECTION 4.02 O U BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL 8067 Check Dams VERTICAL CURB Z CONSTRUCTION 15 COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED, 8068 Temporary Construction Entrance AND GUTTER (n Si B069 Catch Basin e Inlet Sedimentation Trap Type C 2"COMPACTED DEPTH CLASS'8'ASPHALT CONCRETE PAVEMENT 2$' DRIVEWAY SECTION �+ 7. ALL RETENTION/bETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR 8069.1 Filler Fabric Fence Inlet Barrier O V IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE Ell Sediment Trap 1-7/2"COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURS Q Iz c DEVELOPMENT SERVICES DIVISION, 8071 Sanitary Manhole Typical Detail ALTERNATE: NOT r0 SCALE U 9074 Manhole Frame and Cover 4"ATB 5'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE Q Q 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN 8076 6-inch or 8-inch Cleanout CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE 8077 Pipe Bedding for Sanitary Sewer ADDITIONAL TREATMENT MAY BE REgUIRED DEPENDING ON SOILS CONDITIONS Q Q Y ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION. B078 Standard Side Sewer Installation PER KING COUNTY ROAD STANDARDS SECTION 4.02 �-- BD82 Typical Building Sewer-Side Sewer to Building Connection CO O 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN 8083 Air Test Table for Sewer Mains 5' 1' ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD 8085 Concrete Blocking Sizing Procedure 10' to'SECTION (ALLEY) SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY 8091 12-Inch Gate Valve Installation LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL B093 12-Inch Gate Valve with Bypass AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE B095 2-Inch Air and Vacuum Release Valve Assembly NOT TO SCALE SD THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE B097 Pressure Reducing Valve UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS-C,- WITH THE EXCEPTION OF B098 Standard PRV Station Site Plan PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR B098.1 4-inch DDCV Assembly and FDC PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM 0-1557-70. PEA B099.1 4-inch Detector Double Check Valve Assembly 2%�= GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. B701 Double Check Valve Assembly e 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL 8102 Fir Hydrant Assembly Detail 8105 Permanent 2-Inch Blow-Off Assembly _ 10' _ 10' 5"THICK CEMENT CONCRETE HAVE ASPHALT TREATMENT/]OR BETTER INSIDE AND OUTSIDE. BR107.2 1 1/2-Inch and 2-Inch Water Service Detail SIDEWALK PER KCRS 3-001 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM F004 Extruded Curb 2, o DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. F00I Cement Concrete Sidewalk and Approach Details c� w F005.2 Cement Concrete Sidewalk and Approach Details ca 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. F006 Cement Concrete Approach for Driveways and Alleys o O Q Y`o F007 Typical Sidewalk 2, T CEMENT CONCRETE t ; G021 Sign Mounting on Single Wood or Metal Post r ti' 2"COMPACTED DEPTH CLASS '0'ASPHALT CONCRETE PAVEMENT ROLLED CURB 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-0or-WAY WILL NOT BE ALLOWED 2% 7PAVEMENT H021 Removable Wooden Bollard UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. V -'^+� 7 1-1/2-COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COORS Z = H022 Fixed Wooden Bollard 2'� -'��--+ ':-==- •--_-- -. ?� 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF H026 NOCBU Mailbox Installation ALTERNATE H�i W a K002 Traffic Control Plan 4'AT8 5'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE \ SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING cr' SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING 2 INCHES KING COUNTY ROAD STANDARDS: 2"COMPACTED DEPTH CLASS'S'ASPHALT CONCRETE TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND-2 INCHES ROCK/10 PERCENT 3-001 CURB AND SIDEWALK JOINTS ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS TO 20 PERCENT PASSING. 3-002 CURB DETAILS -I/2"COMPA(TED DEPTH CRUSHED ROCK SURFACING TOPER KING COUNTY ROAD STANDARDS SECTION 4.02 4-02 REQUIREMENT FOR RESIDENTIAL STREET ON POOR SUBGRADE ALTERNATE\ 15. ALL BUILDING DOWNSPOUTS AID FOOTING DRAINS SHALL BE CONNECTED TO THE STOR4 4"ATB 5"COMPACTED DEPTH CRUSHED ROCK SURFACING BAS resc DRAINAGE SYSTEM UNLESS APPROVED BY THE DEVELOPMENT SERVICES CES DIVISION. AN WSDOT DETAILS: �' c ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM C-1 W-BEAM GUARDRAIL ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS 2O' DRIVEWAY SECTION c 0 WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. PER KING COUNTY ROAD STANDARDS SECTION 4.02 it NOT TO SCALE 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION Alm/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT v ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE EMERGENCY ACCESS ROAD s> > SYSTEM PROVIDED DURING CONSTRUCTION. EMERGENCY CROWN DRIVEWAY 5• lo• 10' jF. 0 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO NOT To SCALE I PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN g CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION ALL 1- SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, 2% Y. SHALL APPL j z 5'THICK CEMENT CONCRETE 16. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED 1F THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA, m 1 O SIDEWALK PER KCRS 3-001 - 20' MIN. 14' 14' S'WALK 2' 5' 20'PARKING 1 12' 20'PARKING WAL LANE LANE J VERTICAL CURB HAND RAIL i z Nesseensixi 2% 'rr 2'COMPACTED DEPTH CLASS'B'ASPHALT CONCRETE PAVEMENT AND GLfITER ROCKERY WHERE o�d EXTRUDED CURB S - '-_`��_� ------ -- 2% a - _--- "r - -r;-- -______ 1-1/2"COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURS ss SHOWN ON PLANS 2% wo_ 2%PER KCRS 3-002 - - - ALTEq NA TB 5"COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE �k Tel ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS `-5"THICK CEMENT CONCRETE 2' -'y SIDEWALK PER KCRS 3-001 2"COMPACTED DEPTH CLASS '8'ASPHALT CONCRETE PAVEMENT PER KING COUNTY ROAD STANDARDS SECTION 4.02 2"COMPACTED DEPTH CLASS'B'ASPHALT CONCRETE PAVEMENT CEMENT CONCRETE n ¢ 1-1/2"COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE ROLLED CURB a ALTERNATE 1/2 COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE ALTERNATE: 20' DRIVEWAY SECTION (ROAD G) _ a 4'AT 5"COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 5' THICK CEMENT CONCRETE 4'A!B 5'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE SIDEWALK PER KCRS 3-001 NOT TO SCALE ADDITIONAL TREATMENT MAY BE REOl11RED DEPENDING ON SOILS CONDITIONS " I Ld ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS PER KING COUNTY ROAD STANDARDS SECTION 4.02 o PER KING COUNTY ROAD STANDARDS SECTION 4.02 ALLEY 2 ROADS F AND E CD INVERTED CROWN DRIVEWAY 28' DRIVEWAY SECTION -- - - DEVELOPER: NOT TO SCALE NO7 TO SCALE Ck. ROGER NIX �G H AVi PAGEANTRY COMMUNITIES 2936 RENNEWICK PLACE N.E. RENTON,WA 98056 AAh�� A 20 3 3 20' 425 235-0744 4V - Y >M'10N, ' S'WALK 0.50' LANDSCAPED 5'WALK f 425)235-1394 FAX ISLAND 0.5' F N.IN R: `of 0.75TO CENT MPy' 18215 72NO AVENUE SOUTH Z� ZO 2% 29 2% OF GRATER 2% �., GTr 1. _.__._... .._ ... .r (4 5)251-6 2 2 22 'VG ENG0 C 0 rn - �.-.,r-.-a - ..r.,.. -f.-,- (425)251-8782 FAX 21 N SUBSURFACE SLOPE 2% CITY OF RENTON 4'THICK CEMENT -,��() DEPARTMENT OF PUBLIC WORKS - CONCRETE SIDEWALK CATCH BASIN AND t 3.AR,ys GCE ENT UTTER SEE DWI COURB oD 3'COMPACTED DEPTH CL. '8'ASPHALT CONCRETE PAVEMENT _, STORM DRAIN LINES oO�Q'0 WASq STANDARD NOTES AND O 1-1/2"COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE Z ALTERNATE WATER MAINS SHALL BE ROAD CROSS SECTIONS 5'COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 4"COMPACTED DEPTH ATB . I I LOCATED A MINIMUM OF Kensington Crest Condominiums m CONDITIONS I KENSINGTON DR GRAVEL BALLAST MAY BE REQUIRED DEPENDING ON SOILS COND 5 FROM PROPERTY LINES 9 26016 % DESIGNED MTS O ..I_ t.._.-_. PER KING COUNTY ROAD STANDARDS SECTION 4.02 F ,JN AND T E O O 5'FROM fs S Fc151t DRAM Oww R@`"� -3 II MAIN ENTRANCE p (t KTN. FROM OTHER UTILITIES) /ONAI 'L CHECKED RJA _ SCALE AS NOTED F..gppx-- pA W NOT TO SCALE EXPIRES 2 5 02 APMOVED U - &HEFT 5 aP 20 m 1=.F.\LD;hPF'OJ\743_�ENGINEERIIvG\743:-DI.D'NG Date/Ti L:706/_'U00 14.07 kale I=IU danw :refs: _74,�L-E. CATCH BASIN QATA I- CBABI,TYPE 2-48' C81875,TYPE I C8A827,TYPE 1 CBAB40,TYPE I l STA.50+59.77, 18.29' RT STA 2+50.00,22.25'LT STA 8+23.50. 18J4' LT STA.81+00.00.0.00'LT `^CIA s'1' ��. 4 ,\ Playground eosement - I- RIM=236.86 RIM=303.50 RIM=269.56 RIM=2B2.49 �' i`'� \ Rec. No. 6399529. I v a Y IE=232.73(18") IE=299.89(107 IE=267.22(127 IE-278.49 (12r 1 CB#B2.TYPE 2-48" CBAB16,TYPE 1 CBAB28,TYPE 1 CBA841,TYPE 1 t I1110?• \�H•�� 1 O (n STA.50+96.59, 17.78'RT STA 67+15.00, 13.75' LT STA 9+87.50, 13.75'LT STA 29+16.67, 13.75' RT �/ (n RIM-238.87 RIM=248.51 RIM-259.29 RIM=242.29 Z IE=233.00(18') IE-244.00(12-) IE=256.80(12") IE=239.47(12') tt tl lt,l +- 4 CBAB3,TYPE 2-48" STAB27,TYPE 1 CBA829,TYPE 1 CBA042,TYPE J STA 52+50.78, 18,83' RT STA.66+40.00, 13,75' LT STA. 70+39.29,9.75'LT STA 29+90.00, 13.75' RT RIM=24288 RIM=254.45 RIM=237.66 RIM=242.29 // ''t lttl 1�• \ --�-� d IE=238.12 12 IE-250.00(12") IE=233.02(12")) IE=239.84(12") t1\t11 t� .'\ �- W IE-234.63((12' IE-233.02(12') p IE=234.13(18' CBA8I7A,TYPE 1 CBAB43,TYPE I Q STA. 65+50, 13.75'LT CBAB30,TYPE 1 STA. 31+00.00, 13.75' RT Z ^ CBAB4,TYPE 2-48" RIM=261.20 STA. 71+10.02,9.75'LT RIM=243.26 STA 52+80.32, 16.72'RT IE=256.12(12") RIM=240.31 IE=240.39(12 Z E RIM=243.23 IE-236.0(12") t 11 11 IE=234.35(18-) CBAB1 . 8,TYPE 2-48" CBAB44.TYPE 2 48' I t tl e \•"1.., ❑ •� STA 9+09.24, 13.75'LT CBAB31,TYPE 2-48' STA. 20+04.5. 7'RT. ,, CBA85,TYPE 2-48' RIM=261.67 STA.38+09.69. 15.16'LT W/BIRDCAGE TOP PER o STA 54+84.68, 13.75' RT IE=256.42(12' RIM=245.13 STD. PLAN B040EX 8' GRAVEL IIIJJJ RIM=24535 IE=235.25(12-) RIM=2790 I tl� ROAD O IE-238.58(187 CBA819,TYPE 1 IE-27080(IB-) R STA. 63+53.77, 17.77'LT CBA832,TYPE 2-48" I' v CBAB6,TYPE 2-48' RIM=271.84 STA 39+13.22, 11.34'RT CBAB45.TYPE 2-48" v -e o STA.83+94.21, 12.94' LT IE=267.70(127 RIM=244.21 STA. 61+55.25, 14' LT. I \'--^( 1 v\i EX EDGE OF Q RIM=244.38 IE=235.41 (12') W/SOLID ROUND LOCKING LID ' - \ I RRecreotionol ep.6ment r ((((((��JJJ IE=239.08((12-IN S, E&W) CB/B20,TYPE 1 RIM=278.40 I ;.' •' �y- ec No.,,,g7D6171394 Z IE=239.08(18'OUT N) STA. 61+60.32,9.75'LT CBAB33,TYPE I IE=268.62 (18") - Q v x RIM=278.24 STA.40+30.00, 9.75'RT ,•• �\, �' +\ STACBJB27+2500, 13.75'RT E I IE=273.93(127 EM23599(12") Q RIM=251.01 CB/821,TYPE 1 - ' ��`� � ,� EASEMENT \\ •` ��. .o ' ,_.. BONNEVILLE POWER ADMINISTRATION 3 E=246.78(12') N 24413.8207 CBAB34,TYPE I I �\ E 30966.7995 STA. 39.8610, 12.69'RT CBA88,TYPE I W/SOLID SQUARE LID RIM236.386 7 I EX 4' HIGH STA 26+00.00, 13.75' RT RIM=279.00 IE=236.38(127 RIM=257.79 IE=274.90(127 U I ' : / WOOD FENCE IE=253.56(12') CBA835,TYPE 2-48" Q '" EX LIGHT STANDARD CBA822,TYPE 1 STA. 36+08.00, 9.75' LT TO REMAIN CBAB9,TYPE I N 24391.8276 RIM=246.50i mI ! / STA 23+59.67, 13.75' RT E 30968.7504 IE=242.20(127 EMERIAI--NCY ACC RD •i -+�•,---��`\ RIM=282.94 W/SOLID SQUARE LID u L L lAL- -"Y \ / IE=278.72(12") RIM=283.70 CBAB36,TYPE 2-48" _ o. IE=278.82(127 STA.35+85.00,9.75' LT I / - + 1. 1/ - o CBA810.TYPE 1 RIM=250.68t I �*.-�_ -i--_,.....-_+- •'.."'- +. �,_ •- -- ,. N 24393.2964 CBAB23,TYPE 1 IE=246.37(12-) + E 31315.1958 N 24365.7479 ' �"'�-__ •�` ---__�- ��\ \' I. Q O o RIM=282.10 E 30971.9178 C8A837,TYPE I , :• IE=279.10(127 W/SOLID SQUARE LID I - - E"I RIM=283.85 STA.34+55.00,9.58'LT 'Imo, EX J BOX o STAB27,TYPE 1 IE=278.95(127 R-258..36t E-I � STA. 22+03.81,39.28' RT IE=258.55(12") a; EX GATE y.y W 0- RIM-299.72 CBAB24,TYPE I (]y cIE=296.73(12') STA.20+28.37,9.75'RT C8A838,TYPE I I EX 4PHALT a �\ x N .K RIM=282.80 STA 33+93.00, 13.75'LT RAMP C8AB12,TYPE I IE=279.30(12") RIM=267.30t •� STA. 4+00.00.22.25'RT IE-264.57 (12") I, RIM=302.73 CBAB25,TYPE I I AREA TO REMAIN UNDISTURBED 1 rn IE=29g.90 10' STA.21+58.00. 10.52'RT CBA839,TYPE I c (( )) L DEVELOPER OPTION TO MOW IE=298.73(12') RIM=296.06 STA 83+50.00,0.00'LT rJ _ Cae EXISTING SCOTCHBROOM AND o°i• °c IE=298.73(12' IE=292.77(12-) RIM-247.05 I! - ._. _ %`..• IE=243.05 22' n I1 /. BLACKBERRIES i °- CBA013,TYPE I CBAB26,TYPE I IE=243.05�12") �' 1 _. jl a R ry' STA.4+00.00,22.25'LT STA 8+49.14,34.34'LT �� : 14'}1 - Tower RIM=302.73 RIM=266.74 \� ! Base IE=299.12(10') IE=264.40(12') - ' ) :/ �'WAC I 0� � I _ .Ba59r 128/2/�C8AB14.TYPE I 0`jtF�'" R41DEp I i c"-14 . 28/4rj� ET.2 50.00,22.25'RT " � •y. , / $p � 7 10 RIM=303.50 Vf'e- S ) � \ :`Y '� . 3�/2 EWATE MAN de I=2812") EX 4"HIGH WDOD�ENCE " L.' a tt 1� )? ��.. '•. 1t � :! "�. •. ! o+F �! �7 F3+4 + ,e- N"-,c--- -Y'- - _ __-_ x - �-,._-.'��('' �/ v'��yi. �IE 284.28• cafal \��/!�. w�-�^'�` �7 ^ U">4_„--"--'`-` _ �- ---��__ �;� m, ✓fix .... .. ``s t��tt,, \ \ '•,�` ' n+w �; .`.,` I c it ,�� ai '� � !`', �' �c� .:.Q '-} 4� >,{-^`-""---�-�"- --` r �..:-- _- ..-�...�;;: •� /E%'.. IT STANDARD , -->'.-_'".-. .-_ - - �`_''• __ ----�_ y.., �y�: 0 BE'RELOCATED 25'EAST a _ `F N - - 'k- 4`:- 7 EX SIGN`•., ;: �\'. �.. .. �^nr � e ,�m 1 ! ,/ r� o ( •'- ! :1 LF 12 VC_CB�2'_T n,11 �n , �1.1 ry�3 ,_rr 1'• oo I �/ I: •;�j ' �F`Ssa�-.� �i .:1• _ '�.___ ,::(" - ---_ �'• r :' 30 CMP c IveJF. t. CBS T'� ': ? tt -`i• I - 1 s »Mr _.._ - •"' �K .Y ..r ".. r .• T_-1 efl t;'-N;:. ..q ,l �.-� .. _.` T �y c�_+ - . :�,Y .✓ EX SINGLE YELLOW Hi $ t ° /�R'i - t 5 .• J 11 �,: - ON DTI• _ _,;"_' PAINTSTRIPE: ": '. ;. �-� :� �J II. ,. •L : , � - a NSiNG `:v -- p '•so4 y,.. \• ... - � tt ., : ��i v+--t^- 1j1 y<--- --- --- --- ., SOUTH EDGE OF r r> / no,i .0 : TOP I6' -`-- �. -c' _ - ., � "' :I GAS PIPE , CB_ S _ _ N bb .•^ r , ! ,� t'< r i }t, I i \ ........�.-..�. ___ -____ -,�;.+'' PRpA7E AUTOMATIC n [ E%:CATCH BASIN.... ... _ a SEATTLE CITY LIGHT t t ° / '?u :-� „ r �, y 1 II I -- �5''WALK .. ..GATED ENR2Y... 11 II EASEMENT ,, \ 5 /..>� :TP Cfl ,..:•� 1 292.8' .. / ;\ __ _.............. . W �- „ ..,._y _:,ti +:--'E- RIM.304.09 .... 1, ,\Q( /�a �(� .. �t .. .. "„'--. .-,:--.x_- '8�3.. tt tt \ %.. R°tx'. yi' \ NORTH"EBG OF .. 6' NIGH SOLID WpDD fENCE �t .. ... r i t.,, y .. � . ..BPA EASEMENT '•�/ _ T�� g ... ...tii \ ROGER NIX GHAV-p ,t ��. { .. ,1 ///j \ t. PAGEANTRY COMMUNITIES �T ��`\t't .. : t ''. //// j ...EX CENTERLINE 2936 KENNEWICK PLACE N.E. r.,t t t,,,: `-• £F"'•.. .m Y G�`5 -+ i F� OF.DITCH RENTON,WA 98--- / - - ♦ �N21/ �y�� IE 28160'• I Ater .f �1 �,> �t / a.i�:• -+� _ td: �� r//''�r/TTi./ 18 LF `• .. 425 235-0744 r,\- N!a ':,'--. 4 r. B i/ 1g'PVC ..... ' EX LIGHT STANDAROj �822_ CMP {ef ( _. .....:.-�� p9tl LEX 0.. '\ 70 REMAIN (j 35-1394 FAX or' 2 � .. ( 2 425) _LF 1 PVy_; _ \ w - - ' `. - ..� _26 LF �_ IE-=281.80 CULVERT \ 18215 72ND AVENUE SOUTH yJ+G LF u •P2yF 12'.PV +-E%CENTERLINE, ENTERLINE KENT,WA 98032 cr/ p 60``1 t,t 12.0 i"' //-4 1 .�.280 OF DITCH ,T (425)251-6222 NG ENG1N N 2 ,.,C�/B46 - '..ROOF Y1ND I / r (425)251-8782 FAX TING DRAIN - "' !_ cli D� } SEE SHEET 16 FO Z9O 1 Put,! CITY OF RENTON 2 . .STDRMLx4E PROFILE ... .E 1475.9 + EDGE OF 40%SLOPE """ }00 510 MAILBOX LOCATIONS \ ,�` -']"O0 DEPARTMENT OF PUBLIC WORKS - "" ,, SYMBOL INDICATES LOCATION OF MAILBOX IN SSTfON'� 'c a' ARM r 31 ROADWAY GE PLAN i .. }10 N OMAILBOXES.SEE KING COUNTY R&9D e�' G1 w" y R Y AND STORM DRAINAGE N p \. STDS. PLAN 5-012 FOR DETAILS. EACH COLLECTION X UNIT L .Zgli` \ •• ..: SHALL HAVE A PARCEL LOCKER.THESE LOCATIONS HAVE BEEN (SOUTH PORTION) Z �1. - - .,,:320 F RE-VERIFY WITHETHENPOSTMAS ER AT REVIEWED AND APPROVED LEGEND FOR FINISH FLOORS CONTRACTOR SHALL Kensington Crest Condominiums m 5 T •, ...... - = GE FlNIS OF INSTALLATION MTS '- lE FYE ND _T.�. = 9f \� Oww - FF- FIRST LEVEL FINISH FLOOR INFORMATION REPORT FOR o�J•9 C P \�`�� 26016 BFF BASEMEN FINISH FLOOR 157C �� - - SEE TECHNICAL ORMATION EPO /pNAI ENG ., o ........... APPROVED BY. REDUCED PLAN AND APPROVAL c,ccaED RTA _ scams 1•=ao' -- PA- /LL/`�l ': Z •'" ......:.. .._..:... EXPIRES 2 5 02 APPHOVED _. 9HEET 6 OF 20 V F'le. P,�DSKPRUJ ;432'•,EH iF,EEFtIN>>?43�' CM3.D`NI; Dot,fi- 03i06/2D0O 14,46 _col- I=40 d.,a Y,fz 7745�-U77432 `174 3' :Z7 I;' TiE-i P )--- CATCH BASIN DATA CB#B1,TYPE 2-48" V CB 825,TYPE I CB ~ STA. 50+59.77, 18.29' RT ST 813,TYPE /839,TYPE I ~ °'/ •� ' `1. RIM'236.86 STA.4+00.00, 22.25'LT STA.21+58.00, 10.52' RT STA.83+50.00,0.00' LT ~ '- ♦•♦ :� - IE=232.73(18') RIM299.12` RIM292.776 RIM243-055� 3:; I;; :♦•__,_ � ,.. %' .Q IE=299.12 10� IE=292.77(12' IE=243.05 12')) ♦�� ti Y'` CB B2,TYPE 2-48' IE=243.05 12') �� `•-. A STA.8+ TYPE I • 814 P I ♦-- �C 'k oG TA .59' 1T78 RT STA.8+49.74,34.34' LT CB 840,TYPE I ♦ �_, \C y RIM=238 87 STA. 2+50.00, 22.25' RT � Z Y CB/830 \ _ O IE=23300(18') RIM2993670 RIM=266.74 STA.81+00.00,000, LT I Q ♦ _ ;- �'. ,a�j `��\ \. _ ->!p� IE=299 67 (10 IE=264.40(12-) RIM=282.49 J '� ♦ 1 •a y -�,-, IE=299.50 12 CB 827,TYPE I _ 10 LF s A e^3r� CB/B3,TYPE 2-48" ( ) 18'PVC 4'F a Z0,000��. f a ;-1, = \\\ / STA.8+23.50, 18.14' LT C8 8414 TYPE•1 \ �s (^ t L Z STA 52+50.78, 18.83'RT CB B15,TYPE I � RIM=242.88 �it STA. 2+50.00, 22.25'LT RIM=269.56 STA 29+16.67, 13.75'RT .� T• O IE=238.12 12 I)-I • B \ It( t\\ `r' IE=234.63 SS12 RIM=303.50 IE=267.22(17) RIM=242.29 \ 1 IE=299.89 10" \ FF-242.9 \ ^ 1 i, ll 111 ( ) IE=239.47 12' Q ♦ , w - F y" 24x. \\� 1 v� IE=234.13 18 CB 828,TYPE 1 ( ) SEE SHEET 18 FOR 4 4 \. / STA 9+87.50, 13.75' li CB 842,TYPE I Z STORMWATER VAULT NO. 1 P'( •I a-* �\ o'S ..$+ \ \ FFF=242.4 1�I� CB#B4,TYPE 2-48" CB Bt6,TYPE 1 Z E DETAILS M g !\ Fk-242.9 I STA 67+15.00, 13.75'LT RIM=259.29 STA 29+90.00, 13.75' RT •`\ w \ // cfE-zeta I STA.52+80.32, 16.72' RT =242.29 Q G • :y�y \ ` P I I ?� RIM244.001 IE=256.80 72 IE=2 � O c 3'GATE 10 LF .� \ [ •� �' � • FF-239.5 ` \ �.. RIM=243.23 IE=244.00 (12 ( � 0 o \ J.. \ I ,p IE 234.35 18' IE=239.84(12'j 0 6'HIGH VINYL COATED 12'PVC ,71 -'-" '\ FF=239.5 CFF.239.0. \ 2 '\r= ( ) CB/829,TYPE 1 CHAIN LINK FENCE AROUND o • ( -!� •k � p\t $ FK=239.0 ^ \ �' '\� CB#BI 1,TYPE 1 STA 70+3929,9.75'LT CB 843,TYPE 1 M O o SPORT COURT h Rs \I 4 y _ '� q`. 'lIC /AF\ r \\ \ \o,� CB#B5,TYPE 2-48' STA.66+40.00, 13.75-LT RIM-237.66 STA 31+00.00, 13.75'RT a: rLv - t \ K - - \, FT-247 i RIM=245.35'68, 13.75' RT RIM=254.45 - !_ - \M n IE=233.02(12 RIM=243.26 O E STORM/OLYMPIC SOUTH EDGE OF SEATTLE ♦• \a B F { G AfKER1• GFF-24a6� ( �y -238.58(18') IE=25000 (12-) IE=233.02(12� IE=240.39(12-) W PIPELINE CROSSING CITY LIGHT EASEMENT •♦ .• N \ `. - `y FcFF:2s5 m ,\ \ F�GED tw•" �\ <$ / \ -- .-.�\o CB 6,TYPE 2 48" CB/B17A,TYPE 1 CB/B30,TYPE 1 CB#844. TYPE 2-48" (n c TOP Of GAS=255.0 •� - �(1A : 1 - FF=242. , 7r R 'y "GF'=247i1 (,( Yo STA. 65+50, 13.15 LT STA 71+10.02.9.75'LT STA. 20+04.5,7-RT. 0 60 LF 18'PVC �♦ -- \ s " • .:: .�" ,• \ G, r GH. '• cFF=248.6 STA. 3+94.21, 12.94' LT Q IE STORM=256.0 •♦___: �B * - 242.S�CFF=242\ u 1... a `�\ Ht \ t a, / •F" RIM=261.20 RIM-240.31 W BIRDCAGE TOP PER y....l..........:. RIM= 4.38 / IE=256.12 12' II-I m ♦ p\\ '\- ` \ f `, / 1 e IE-239.8 12'IN S,E&W ( ) IE=236.0(12� STD. PLAN 8040 Q ♦!__(b4 \ -'t \ 7 l \ FF=245.5 A/� l ` �. h FF=247 \ \ \ •" ✓ (( ) RIM=279.0 (2 u TOP 16"GAS ., ? i \ CFF- \ K \ I\ J�?• cFF=248.1 ` \ .. IE=239. (18'OUT N) x \ C8 831,TYPE 2-48' IE=270.80 18' PIPE=255.0 •n\50f �.- \ .'>< 1. �.� \ 245.0 \ -I „n `� x,,.:b t\ , \ (.. CB 818.TYPE 2-48" N ( ) �-" ems,- - ;;«? ,t \ , 1 \4 6FT=245.0 7ff� j`t\ \ '•�3& RIM=261.667 4' 13.75'LT RIM=245.13 CB B45.TYPE 2-48' ♦ . I iF-248.0 Y \ STA-2 2 I STA 38+09.69, 15.16'LT \ \ �\ I FF-24S5 O i \ ` CBj61 FF-251. CFF-247.5 Y FT=245.i \ STA.27+25. 3.75'RT y Q -� \0.. GFF=250. Y �� ~ \ 66, ^-1 GFF-24k < \\ \ -�,' 6 E=256.42 (12' IE=235.25 12' STA. 61+55.25, 14'LT. ♦ �• VIER E� 1 .-: \\ - \\ FF=245.5 \ \ \ , 113 RIM=251.01 ( ) 1 srq l 4S FF=251.% \ i \ \.\, \ •_\ =x44.k B 1\ 1 ) \ \ \ C IE=24fiJ8(12' CB W/SOLID ROUND LOCKING LID '•Gam'' ,�=2266440 #B19.TYPE 1 CB 832,TYPE 2-48' RIM=278.40 ••!♦•F'1-.-o '\ ` 33 \ STA. 63+53.77, 17.7T LT ♦�[\�� 9 +" / \\ I" ( \ \ :\ • s 6 F� .•cFF-24a.5 i \ \ , STA. 2 TYPE I STA. 44.21 22, 11.34'RT IE=268.62(18") Q • U�, -� a ..• t • �- t- �- \\ \...... \ \ \\\ \ ! +'' , \\ \ RIM=271.8( RIM=244.21 �.............. 11dC t STA 26+00.00, 13. RT ~� -'.,. 1�. �\. �- FF-257.8 \\\\ \{\, \ A P\ \' \ ,,.,\ ,'\F < =& /e�.J \I \\ \ 1 W RIM=257.79 IE=267.70 tY) IE=235.41 (12') Cr f z- 1 FF=259. GFF=257.} 1\ t \ K iF=2t5.7 \`. � •\ � 3 \ �-";• GFF2242, ` \ , IE-253.56 12' FF=zs9. \c-. _. \ 5 FF=22s.7 cFF=z45:z \,2\ \ rib's. ( ) pe o, ce 633.TYPE I 1 FF=259 6 \ ai \ - '. .Y. / ) CB 2 TYPE 1 •"" � 245.GFF-45. \ STA. 61+60.32,9.75'LT \CFF-2l5 \ 83 Q / CB B9,TYPE I TA. 38. 00,9.75'RT t;F-26L8 ....,,4� \. \ l 1 FF=2425"9 \\\\ `,{\' STA 23+59.67, 13.75'RT A ^ p I / RIM273.934 I 30. \4•C I^ 1 �\ \\1 -z49.7 l ,.�\ 1 \ cFF-212.0 t EDGE OF 40R IE=273.93(12') EIM235 99 12' RIM=282.94 5( ) T / \ r •�y, Yt k _ -SLOPE IE=278.72(12") 8p \ \ r..\K�\ FF-252.1 \ �, lk' 1, `\ ; \��.. _..GFFF24Q 50 Ti \ CB24413.07 1 CB/B34,TYPE 1 ' __ -,� � � •• \` 6 �• \ CB 810,TYPE 1 STA. 41+08.10, 12.89'RT \ 9667995 °fl rr FF=245. I i RIM=239.86 1� \\ iF-256.1 GF' 5 \ �• FF-45.2 GiT-44. \ 1 N 31315.1954 �'1 F-, •( �\\ s-" k' - 2 2 \ I \\: y':: 1 W OLID SQUARE UD IE=236.38 12' � ___ +�\ FF=255. � yy �1 1 CFF=244.7 ClE 31315.1958 ( ) \t -z60.t \ yam, �• 1, ff-2l5.2 11 , RIM=282AO RIM 79.00 v , 244.2 __ _ =259.8 .\� GFF- \ 1 1 \ , I \ 2 IE 2 90(12') CB 835,TYPE 2-48' (...4 D t\ '• •, -� ,` a,D {; �.\ IE=279.10(12') STA 36+08.00.9.75'LT \\jr` FF=63.5 tY' , ; .�'. k ill q 'Q FIC J M C8#822, E 1 RIM=246.50t IAI 2 \\ \ R CB BI1,TYPE 14391. �y \ \ n2\ GFF=zez.5 \\\ -.. s = .,c.�.: o� _.'. \\ '\`�\ h \ \ \ /] \. \" GFF-239('Q E 30968.7 76 IE=242.20(12") / CFF 239. TA. 9.28 RT r ' G Z 27 I1 \:GFi-265. )_. gJ.- } n .�,. \ , \ I, SM=299.0 81 W SOLID SO E LID �`: J. / CB 836,TYPE 2-48' \ \ 3 c • .. ti. Q" \ _ 99,, ), ` \ '� HC EI=296.73(12') RM=283.70 v l ! \'1 -\ It 1 GFFd2565.Q ".\ BJ\, a. 1 `4 1 \k OFF?244.5. j '\ I (12" STA. 35+65A0.9.75' LT ,-{ FF=273.�. _ - FF-2479 ` \ FF=240. IE=278.82 EM246.378(127 .� \� ./` ,4 Ni \t �. \ \\ \ C \B \ r^r GW.239-.5 '^ SBA 84+0000, 22.25'RT e\„ \ i A GFF-247.3 / \ 1 S} CB B23,TYPE 1 FF=245.5 ••> .\ ^ `\� \ ,.\ RIM=302.73 N 24365.7479 IE=298.90(10' CB#B37,TYPE I E 30971.9178 \\ q g \ , f IE=298.73(12 c FF 255.8 CFF`157. \- "5) \' ; \ FF=2441 (( RI=28 SQUARE LID STA 341.36± ,9.58'LT '� \,:' \�P /FF=245s r' � l•�.,i � cFF-zlt.6 �. �� '•.IE=298J3(12'� • I _ _ _ RIM258.556t GPF=255.3 \ < , 24t0 M 283.85 F (� Q CFF=2M �, \ FF%t43.6 FF?431 (2 IE- N FF 289} e> /, ••, \ \ .J \. � IE-278.95 1 ) -258.55(12' - " .ly, :_ \J 1 •. / 6 \\ .l.• \\ -X331�,.....- \ F .,�f J / [n Fi-2B2A '•I,1 j�.1/'. �yo' 1,_\! r; EXTRUb;CURg•\ \\\` \\\ Ff=245.5 \ "\., \ \ ` f "• / CBN824,TYPE I CB838,TYPE I S.'. I Rpg N GFF-245.0 \\ =242.5 STA. 20+28.37,9.75'RT _. 7y� `. i.,Y,' i<. CO`l/ 27t.T 2`' A' 91 �.' 1'- l' ; \, \ , ..._.fi% STA 33+93.00, 13.75'LT - jj cFF=2at.5 ` ``•\'• 234 RiM=2 2. 12' �+ \ TO EACFI.BLDO.� ,\ �.�/ \ \ RIM=282.80 IM=267.30t 4V. 'ti._a cfFH�7o.a ,..., /. �, :� `., _�71-P') \`��. •t \ \` r.,� ,<}�" 7 ``� 1 \ ( ) 1 264.57(12-) ' Q ':4 •.� j 14�U �27 / ,i, •F. '\`\ CFF?21155 \ 1� "b ;-EXTRUDED Cl ,1 CB/834 \,p I \ •�... ��:.�� '�� . •,7 FF-267.5 I B '1 _, -_� �`� :1 �\p � .: FF- I I - -''`-- - ��•^ 76' l I CFF=266.0 ff=263.5 I \\ _ I O ••` CFF-242.0 \ ... --�... .' •;L,)I =z =z63s FF-z6o 'l) 1 \ \ ,ff � �\ a �:•. �A GFF=259.0 lit 4B \ I \ 4y a- • IF-257, m _ _ G �B .x s -_ GFF=258.8 2 1 =y I FF=254. GFF-252.8 1 1 ""C •it +]' E7(TRUDED..C. \ 1, /4 _ �. �t ,r' �.�_. \'•.."/I`4)\ '. \\ _D \ 1 ?i �•. •1/ 1-• 1 .,•l �1 I I FFFF-?25750 IF.249.5 - ., FF-249. =249.5 x 1 j _rr p�F TGFF=249'FF-247S �1 15 y '� •.,ItO L `-4., 1 ^I 1 Iv / T'-I- 1 _"�C_'•-_,! 7_- 77 �. FF=247.0 , 1 1 L�, µA �' -'�_ ". ! -`_A_' �---I_ L i_ 1 � Ii �224.0�F=2/4.0 11 1....: ) I �i =4J.5 =243. F.244.0 15 \� \ f•'t -. / , CFF=243.FF=244.0 �GFF.243.5 I I�B 1 " r:.. ._.. \ , .. I`•-.d '.l ® _-T�-� _-^-N.p ;..;-� / '7°` f •1 ��f-51 F 14a4 ) I 1 FF=2N.7 FF=244.71FF=204.7I \\`\ `" -.. I * GFF-2H.2 GGGFFFFFF=244.22GFF.244.2 WA ' :--_ - Cape _F ^A "_-'.__� II I ... GFF2244.0 `r�'•.r•�.�• ".f---/ P.)♦L FF-241.5 •1••� ... C CBj87 - A _" �-`^ C. =p CFF-244.0 5 T•�.i.•r•�m•�a�n,.,��•�r...�6 HIGH$OUD WOW FENCE ��._'"��_.�---'�,F_~' � -"�^•�>SEE SHE x--- - c� -_ 5a . o_ 'YLi i 12 -� 73 tF ■''B °A3-�;r yE„^-,.--,-_., '�-- ."_'--ri__. Pvc _ I - BONN AD MAILBOX LOCATIONS ,•� III ADMi ISTJjAE NFEA EN�TEtgY\. a. N TIO •♦ �.r^-TT - 1� �T-/ I --'--- --- - `- -- ^^� CB� 43 .� PAVEMENT S' E t 6 SYMBOL INDICATES LOCATION OF MAILBOX INSTALLATION .. _: .. ._ - ACROSS AND NUMBER OF MAILBOXES. SEE KING COUNTY ROAD .t-l ',�rt ,2a \ \ f V P'V7KINC 15'R _ \ BUS m STDS. PLAN 5-0 12 FOR DETAILS. EACH COLLECTION BOX UNIT J �C > _ti = `\ '7 ua - SHALL HAVE A PARCEL LOCKER THESE LOCATIONS HAVE BEEN �4 ` - :• `� \\`� `_, 3C 0292 �+ R REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. �F �.. \`\ �� r i i I L :Y\ DEVELOPER',., II CONTRACTOR SHALL RE-VERIFY WITH THE POSTMASTER AT THE TIME ,� --- \ � OF INSTALLATION. � '�->k. �XT UDE CUB � p _ - •� •. �:22'WIdF aQU�BTL�E SWINGIN(: -_k Iggg j - ROGER NIX •� '+, _,CRaN UN -- _ 'p� - x PAGEANTRY COMMUNITIES 5 SEE TECHNICAL INFORMATION REPORT FOR - - 1/i+ 2936 KENNEWICK PLACE N.E. P�C! APPROVED BY;REDUCED PLAN AND APPROVAL �� -_ - y,.a.- RENTON,WA 98056 •� - _ �y-� 'r--k.� +,+' (425) 235-0744 '�. '•., `� _ (425)235-1394 FAX - <, •�• •'•". `"-- p U •^'^•^. _ 18215 72ND AVENUE SOUTH yS �.,,_ .\ KENT.WA 98032 <p 0 IFGEND FOR FINISH FLOORS ENG7 N GFF=GARAGE FINISH FLOOR .°?>. U' � \ (425)251-6222 !� N� BFF=BASEMENT FINISH FLOOR `�ti `3 (425)251-8782 FAX FF= FIRST LEVEL FINISH FLOOR 04 p NORTH EDGE OF RECREATIONAL CITY OF RENTON cl EASEMENT DEPARTMENT OF PUBLIC WORKS ""RMST�2 ROADWAY AND STORM DRAINAGE PLAN p (CENTER PORTION) z -� - Kensin ton Crest Condominiums O DErI(3ED MTS q`r015 0 1 EQXO\�`� DRAWN DWW /0NAL DALE _ FILE NO. _ _ CFECKED R SC JA ._ ALE 1'=40' 4 S CW� FIELD BOOK PACE 'W` • 7 EXPIRES 2 5 02 APPFIOYED _. .._-. SHEET / OF 20 v m f12. P:ASDSKPROJVJ432AENCIHEERIHGV7432-GM_.UWI, Cate/hire:03/06/3000 15.03 . 1-41, 1,w 1-1,; 1741l-11774.-,2 7774P/-r/f4i'f-OFn I `-� f, �V 1� X (� 5"ROOF DRAIN O 1.OX(TYP.) EX POWER POLES N TO EACH BLDG. 1` W/GUY WIRES Z S 89'59'05'W 1014.64' 1*a40+ CL g a-- uJ \ FF z4o4 { \ BFF 2302 a `' _ 0,0., I STA. \ i 1 \ 6'ROOF AND SEE SHEET It \ Z �t L FF z4o.z \`tom t ,� ` FOR VAULT NO. 2 " Q O ;E 1` 1 -� \ `` TO EACH BLDG. DETAILS ` 11 t- ao ; ;•�: ""� +•nt c, I \\� (NP.) INSTALL GUARD RAIL PER WSDOT O ;`' I Ef 242.2 +}- p I j \ COfAB -_ STANDARD PLANS C-1 36 LF \ 11 ILL ILL ?0 Bft=-z3zz - :1` •y.. t _- -- II 18'PVC 32 LF [� l• 7 L IF (7. \ ' 1 1 ...... y '~ -, 1 OF 40% STA._��88.,_r3� 18'PVC --ESDOPE k --4 1 0 O c i 1: - ',- I � -'T. {( :1p �.�,�-. "T_--- 1 '- _a .. � •fF=223.0\ Z GFF.246s.. FF=25 • . FF-253.@ -u._( _y `' '41>a--1•. I 1 \cf F\=F zpV 1 '•F=257.5'c Fi 2483 fF=5z3u8fi�FF=242.6 T=211.0 BF= 0�( i FF=223.0 I ICFF=238.2 F.235.7 T GF'2B' 2p�zz FFZ47.2 FfM245.7 GFF 23 +'t. � FF= 0 • - ; .� I I !,: , i..... � JI ». i :.FF 2,9.2•( ...,�FF.w24Y7 1.... ,'•� I GFF=231 CFF+229.0 GFF-22a0 GFF 221.p • --.��//yr {: �. BFf=2.77.2 '�: .)} •y%'/1 ; Tat 4i 7 On-! I�.. \1.. ./s I !' _ FF 24P FF-240.0 IFF=?J30 FF.233.0: )j_-' FOR PROFILE y 14 ' .: , :t ` ./..�.�� 1N ,1,t�.., �,`1. ,:.• 1„IG 1 yy-`:T, t ._ � 38 UU k-a\Il4 A14 .4:, FF 224.¢ SHEET 16 SEE EDGE OF 40%�• ��,.. 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I � \• � 9 � EX POWER POLES \i1� �, .r /'�//�� {{: _ @rII1CP 8UR8-_-� �/ ,/ , •'•♦•Yi $ Y- W/GUY WIRES - : { <`__ _�/ y \ A L♦ l s ED OF 40X i� k `\ M' 1 1 : : NORTH ED�k'OF SFAy[L8 NE+ �x y : 'i^'... _� � a 1��^ � V it ' `�- �'i tI TOP 20' �:{:\` \t{,tt1 .. \ CIT.iSfJ•GNt EA T ��p\G PN /�.� �, �,` l GAS PIPE 11 It i �� `,t}t` `/ 5'(EE�/v LC : t. k" 3 / t p/ 0� ,6'FhnTING(DRAIN t lU .\ %� IY ,1 1\ /`� ,T;- I 1��j• OP 16" �, �� ',•�,�' .✓ tR:�� l 111 l tF l\ ✓ \ 1 QN rPOTING y � GAS PIPE ,tt t ,t C�$83 / I I I .•!yr`I+' 227.8' 7% ' P e .+ y �� ':\ ` •."�/ PUGET S UND ENERGY TO LOW THREE 3 '. �/ S0 M 1 1 '� J►� \` t 6'HIGH VINYL COATED GUY CHOIRS DUE) JOP t11t,1�11\ /1 �AS 1\6PIP •♦•'I .y� SPORT COURT CHAIN LINK ENCE AROUND 70 DING CUT PIPE �c 249 4 C t,i _ i i t y 250.6' €1 •_,�G1G` a / �� - � `�///� +1 •'.// f3?N%/ CA,;•! x ti / t� _ :,tl it '...+�,N� " - C` •, �/ \p ' t ' ` i NJ CATCH PA BASIN DATA IE=234.0(18') O� / t. t•,• CB A7,TYPE 2 48" CB#A13.TYPE 1 CBIA20,TYPE I CB#828,TYPE 1 : W/RIPRAP PAD / p 5 / STA 15+92.98,7.25' LT STA.85+87.83, 18.9' RT STA. 49+31.67. 19.35'RT STA 9+87.50, 13.75' LT T USING 2 8 OU ALLS FX / RIM=241.16 W/ROLLED VANED GRATE RIM=228.35 RIM=259.29 :7 WIDE: ONG ;% / BAAt TYPE IE-23436(127 RIM=260.00( IE=224.45(12') IE=256.80(127 ! /L • STA. 19+79.15,6.75'LT DEVELOPER: 1 I TB /. IE=255.10 12') RIM-208.9 CB A8,TYPE 2-48- CB A21,TYPE I NIX ♦ 'o ♦•♦ IE=205.10(127 STA 15+04.41, 6.84' LT CB A14,TYPE 1 STA 49+60.13, 17.30'RT ROGER �G,NgV� - t. �j _ ��• M PAGEANTRY COMMUNITIES I FGEND TOR FINISH FLOORS ^' - - - - -� �.� CB A2.TYPE IL RIM=247.36 STA.90+55.86, 9.25'LT RIM-230.10 2936 KENNEWICK PLACE N.E. P /' �! ,: '- �♦ IE-234.80(12') RIM=221.80 IE=227.10(12') RENTON,WA 98056 /y4 CFF-GARAGE FINISH FLOOR - _ - ♦ STA 18+71.99,6.75'LT IE=217.30 (12") - (425 235-0744 `a r�• RIM=212.78 )) BFF=BASEMENT FINISH FLOOR -j"• CB/A9,TYPE 2-48' CB/A22,TYPE 1 (425)235-1394 FAX '.+/ �� - • IE=208.70(18-) STA 88+97.22 CB A15,TYPE 2-48' STA 60+00.9.75' LT.FF= FIRST LEVEL FINISH FLOOR -j ,.' V♦ Y . /•.. (\ o \ •% ryr FNnINEFR; U '"' CB A3,TYPE 1 L W/VANED GRATE STA.90+16.45, 15.15 LT W/ROLLED VANED GRATE - O g i `♦� i� RIM=244.91 RIM=223.46 RIM=230-43 Z " F,BCE OF 40X+�,•5 :' j• STA. 18+32.58,6.75'LT IE=235.83 12'N) IE=219.30(127 IE=225.93(12' 18215 72ND AVENUE SOUTH [PG Py ✓$LOPE ,� ,-,♦j RIM=217.77 IE=240.40�12'S) KENT,WA 98032 ,.. y y,�/ / 1 A• IE=213.25(12� CByA16,TYPE I CBJA23,TYPE I (425)251-6222 NG ENG\N Lam. i IE 212.75 18 (425)251-8782 FAX 1.. CB A70,TYPE 1 STA.46+99.98, 13.75'LT STA 58+23,9 75'LT. ..✓ ;,- i� ♦r STA.90+31.29 RIM=229.96 W/ROLLED VANED GRATE CV w �. "t h` �.r,� •♦� CB#A4,TYPE I W/VANED GRATE IE-226.73(12-) RIM=247.13 6'1 / ♦ y - iy; �• STA. 17+81.00.7.25'LT RIM IE=242.63(127 CITY OF RENTON ., �, F�.♦• MAILBOX LOCAl10N3 RIM=225.51 IE=23650(12') CBdA17,TYPE I IE=243.13(67 "r ♦ IE=221.80(127 STA. 46+32.00, 13.75'LT _3_00 0'EPARTMENT OF PUBLIC WORKS t tit )6 ANDSYMBNUMBER�OFSMAILBOXES. SEE LOCATION OF MK KING COUNTY CB/A71,TYPE 1 RIM-237.44 CB#A24,TYPE I t J AR S t:I- ®mod 7 1) `y f �'`♦ STOS PLAN 5 012 FOR DETAILS.EACH COLLECTION BOX UNIT STA�7+24.00, 7.25'LT STA 88+37.22 IE=234.21 (12') STA 57+10,9.75 LT. Q�pf'MASy�T'P ROADWAY AND STORM DRAINAGE PLAN O 4t ` ♦ SHALL HAVE A PARCEL LOCKER.THESE LOCATIONS HAVE BEEN W/VANED CRATE W/ROLLED VANED GRATE 00` REVIEWED AND APPROVED BY THE RENTON POST OFFICE POSTMASTER. RIM22.30 RIM=247.48 CB#A18,TYPE 1 RIM=257.80 cT Z .r; CONTRACTOR SHALL RE-VERIFY WITH THE POSTMASTER AT THE TIME IE=228.30(12') IE=243.00(12-) STA. 45+60.00. 13.75' LT IE=253.30(12") (NORTH PORTION •`. .'.`•; •'^' OF INSTALLATION. RIM=245.36 Kensington Crest Condominiums CB,}A6,TYPE 1 m CB/Al2,TYPE 1 IE=242.13(12') DEEN?!ED MTS O o STA 16+62.00,7.25 LT STA.87+87.22 �o a 26016 a �e --- DATE .-__-- - FILE No. •7 SEE TECHNICAL INFORMATION REPORT FOR RIM-236.32 C! R APPROVED By,REDUCED PLAN AND APPROVAL IE=232.80(12') RIM----249.17�TE SBA A48+24P26!18.85'LT ASS�NAL'L ENED RdA 60,11E 1'=40' FELD BooX PACE W --. _ c�K O IE=244.67(12� RIM=223.14 -- U Z IE=219.51 (12') EXPIRES 2 5 02 APPROVED - 8- 20 __ SHEET OF fI, N 111LLk1W[ 4;2-f,Ml DWG;' Ll�+a/Tin,,:03/061/2000 1SL19 >alp 1-40 donw kaf,` Z743:' BZ75 _ '__"45L HOPE ANCHORED �.• �r C4 dI `7 02�. CB .� 3• 3. 18"HOPE 'AAA 0- J '•. p HOPE ANCHORED EDGE OF 10EDaq Z TO CEI "HDPERNER /24 HDPEcl- 18"HDPEW [[ 2 % 18`TRANSITION SPECIAL NOTE: )j,f I 24`% 18"TRANSITION OLYMPIC PIPELINE CO. SHALL BE ONSITE DURtt�G ] NSTALL PIPE ALONG CENTER OF = LIMA-TYPE 2-60'.DETAIL CONSTRUCTION OF STORM LINE NEAR EXISTIt(6 EX 12'CMP Q o EX 12 GRAVEL/pUARRY SPALL ROAD 1=5 &�Y3 TYPE 2-60"DETAIL PETROLEUM LINES. CONTACT MARK KRUGER_. HALF ROUNDS ✓ y�A \, Z E -. , 6(206) 510-0575 48 HOURS PRIOR TO %�;�� t '�'✓ ,\ � �- Q ? `�-"'• k INSTALLATION Cy ;moo z ✓., /•• o \ 71 � a EX TOWER W _ �.,,,,, -�'�_\9p "'" BASE C may, ✓ IL �yr''F✓ EDGE OF WATER EL=43.47 U `.+t BAS7=DER I �� EX OLYMPIC PIPEUN _ i �✓ y AT TIME NAY.0 FIELD SURVEY .~,� CO Y VAULT W \ G� MPAN S ti, ( �' 998 l cf) J B 2 i_. .--- '-•- \ TOP 20" STORN GAS CROSSING T C rOD FENCE_ m ✓E S V / SIGN UTILITY WARNING 0 J 4P' 1 \ GAS PIPE OVIDE 1 00T NINIMUM VERTICAL - �f,} Gl _�'� fry /'�� Z Q m \ 79.0 CLEARANCE BELOW GAS LINES Q Y \ ) .. � ._ %31� EE1.31�E�41.1"MPJf PIPFf.JNE)-.". — —`—✓ _..:: I _. —� :. h/ �X_J �IUL.LZE JWMELS P�iNEL — — _" ir - �- ---�-�- Z SEX IGN UTILITY WARNING I \\ 3 .` TOP 16` /- 20 PRIVATE DRAINAGE CAS PIPE \` EASEMENT EX UTILITY WARNING 181.8 y �. `'o v / .:1 1 SIGN n `•�'E6CE OF 40* o �� SL PE NEW 4"TO 24`QUARRY 9 SPALLS,24"DEPTH F-r JQ �` O O ?�c '\ RAP TO REMAIN RIP E"I °1 Hw a 18"HOPE \ I m NERGY DISSIPATOR OUTFALL TYPE 2-96"CATCH BASIN �I c 200 C�p1 ttPE_ 2-96"DETAL W/BIRDCAGE TOP PER CITY �. c a \ _.. _.. .. _. ._ _ ..... 1=10 STD DETAIL 8040. COVER _ TOP 20" ;: TOP le - E-45.0�0 GAS PIPE .: ... 180 8 3 TYPE 2-60" :.. 305 LF:18 HDPE r- W ROUND SOLID LOCKING UD p N 24959 3393 - .. : : ... E316846712 : . RIM-207 03 MIN.: IE=198.90(18`B 24") - .: :: 1.0R MINIMUM SLOPE160 V MIN. ._. ._. OVE W ROUND SOLID LOCKING U0 . ..... :. .. .: N 24928 4734 .... ...... - ..E.31980.1536 RIM=184.00 ... _ IE=174.70(18"do 24' 665 of SOR 1 OR MINIMUM SLOPE �n 120 .'_ :..:. ...:..:. 120 o' 100 o_ .. .. .. .... .. ... ... ... .. ... .. .... _..... .......... _. _... ......_ __.. . ... .. .. 00 i,. COVER .. 1 PROFILE w o 80 C 1 TYPE 2 NB2523 A 0 96 80 1 1 \ \ E 32565.8052 ; ... ..: ..... :j ... :. : ... ... EDGE OF WATER EL-43 47 IE=45.00 I.: .::::. ..... ...... .. : .......... .. :::. :. EY A7 TIME:OF FIELD SURV ON MAY, 1998 z N 0+00 'P «i_V 4,00 4+80 5,60 6+40 7-r20 8+00 :9Ci 7+60 (y DEVELOPER. CITY OF RENTON 0 gRA,Y ROGER NIX GHAV DEPARTMENT OF PUBLIC WORKS pF WAS PAGEANTRY COMMUNITIES H 2936 KENNEWICK PLACE N.E. GRADING AND STORM DRAINAGE PLAN 001 RENTON,WA 98056 P �� O 0 �(425)235-0744 l (OUTFALL TO CEDAR RIVER) Z ' 425 235-1394 FAX Z' Kensin ton Crest Condominiums m 26016 Fe's0 �Q ENGINEER; p = DESONED MTS O BHA lT L CNp\�� KENTS WA 98032 AVENUE SOUTH ys�! I Py� auwN DIN DATE PEE No .... .. __. 7 (425)251-6222 T7'VG ENG\N�� CHECKED RJA - SCALE 1`=40' PIELDBODK. W EXPIRES 2 5 02 (425251-8782 FAX APPROVED U _9 20 U Fil-: P\SDSk PROJ\743>_\ENGINEERING\/432-cAM4.DW,, C t.�1im?. 03/O6/2000 1539 _role. 1=40 duo— �e,e Z7433-B,Zi432 ,Z743::-i,Z7432 1, lb U) W 0 L0 LL 0 Cc 0 1DO.00'VC H.P.ELEV-304.62 • w 0() H.P.STA- 1+06.86 11-- ? 'VC PVI STA-0+77.26 PIA N < 0 a . AA 30 z 0 M . W El"- 304.82 + @ 5+ E IA 302. Z� -F 0 AD. -2.51 + . P ELEV- 0 LU K 39.80 . , A.D.:-10.4950 SSO-314.51' 6i cj K 14.30 9 w SSD=137M' 305 - ----------- -------- ......... ---- --------------- ------77 77..... ---------- ------------------- ----------- Cc q :1 0 CO Z 300 --------------------- ------ ........ C) 0 -I --------------- -7-7- FO-529 z F- .. . ... .7. 12 so < 16% Z Qo' COVER Z ---------------------------- ---------------- ---------------- ----------- w----- LBIEU-3-Typt ----------- 0 w A.4+UU.UO. 22.W,LT 5 RIM=302.73 PIPELINE TOP OF 2+tTypE 1: 0.00.22.25' IE=299.12(12-) EL=292.8 PIPE FIEL LOCATED RIM=303.50 IE-299.89 (1',) 42 LF 10-So 0 0.925". 290 ---------- ------ - ----- 4-5-LF 10*.W-0-0.aZ ------ -------- -- ----------- -------- ---------------- ----------------------------- '77"--7- .... .. C13#814,TYPE 11 RIM=302.73 5TA.2+50.00,22.25'RT IE--'298,73 RIM=303.50 IE=299+50(12') ,�-EXISTIIIG GRADE 0 CA 0 C) FOPOSED GRADE 0 C/1L 2. -.\---------------------------- ------------------------- •------------Cagn--TYPE-1 �.✓4 .2 Low POINT Faz 74 4. L 9+I I A 81. 51A. D+36.2 13.25 RI 50 E- f IM=299.72 Q 1-4 CL [E=2E 6.73(12') PM STA 9+50 PVI ELEV 256-30 16+00 :2 280 --------------- ----------- --- --------- ------ ------ ------------ ------------ .:-K- 12-%- -4- KEN8lNQT-QN-DflIVE---- �-. n M HSD.j 5 8V 275 ------ ------------------- ---------- 7-7+ C, + d ------------- ------ ................i 270� ------------------ 4- C> + ------------- i q + ---------- w 29 LF 12 w w .... .. If DIP 0 9.7n OX. PROFILE C 16" .4PIC PIPELINE CID LOCATE NOTI FIELD D 4WE-C ---------- --- -7 7, 0+zj+3u' la 14 LT RIM=269.56 7 LF V Dip (.5 IE-267.2: (12") q 77-7-7777- -7 --------- ---- 7. RIM=266.74 IE-264.40(12-) q BIB,TYPE 2- 16"OLYMPIC PIPELINE TOP OF PIPE E L-255.0 --rIELID,LOCATED ;E�-�i256.42(I 1�2 I'P'E['I'NE TOP CF !PIPE EL=249.4 8,TYPE,I FIELD LOCATED --------------- iIM=259.29 DO 7- ROGER NIX c, A PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. RENTON,WA 98056 �425)235-0744 425)235-1394 FAX is 18215 72ND AVENUE SOUTH yiPGci KENT,WA 98032 z (425)251-6222 4 G 0 0100 '00 2+00 F00 4,00 5,00 6+00 7 06 8+00 9+00 10+00 (425)251-8782 FAX V) CITY OF RENTON EMEF-AR-1-MEN7 C:)F= F-UBL-I<-- WORKS AR IT- q WASI, ROAD AND STORM DRAINAGE PROFILE b KENSINGTON DR.STA 0+00 TO 10+75.00 z peo26016 DES-41CD MTS Kensington Crest Condominiums LM - 0 /S I DRAM Dww 1- 1- . -- - Ft-E NO --- -) I SCALE w HuK. Uj 6 AL CHECKED RJA -R- K I.. z E io 0. 20 ad fde, P\',fl k VIR,J\74`L'\LN-,(jfFRfNG\7432-RMI 11M, D.t./T;- 02/1112000 15,22 S-l- 1=50dunes x,�fs: Z14.32 4.7743" B, F-- I Cn HIGH POINT -_.___.I. __-.HIGH.-Pl11FQ..- _ _11tB3.33. _-____. ....._.___..- ___._._. _____. --_..-_.._ .__-........._... __ .. .:.._:.. W 0 _ _-___. __.__. _ —_ PVI STA :12+00 .... ... -�-,-- ----- A. O I: K.a 0 ' 6.67 .. r_-.. 2W. VC ... W r :. 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RIM 231.98 " -, m __ _..__._ __ 220 :.IE 228.3 (IY) ® '; + ..: AL EY 66 A -TYPE 1 + , '=22531 215 .: 1"-5: IE=221 80(12) rn o off" �. � ass N 210 .. :. .: .. - : .. C A3 TYPE I .i , -- _ _- ACE -� _. .. .. (( l B DEVELOPER .. .. .. -.: - I y __ — ______ _.___ —__. _._. _-_-..... _.. __ __ 66; - T� _ ___ OS PAGEANTRY COMMUNITIES �G,HAQ W ERSRF IE 21 .75 18 0 +Ct3 A2, P IL :SEESTORM LET VAULT19 RENTONE WA091CK 8056 LACE N.E. .. ... .. .. .... - RIM= 6 - .. ... .... .... .. .... .. t2,.� FVR D TAILS REN 235 980 ... ... ... _ .... EAD'ST GE (4253 235-1394 FAX _ . .. .. .. .. (LEV ENGINEER: _ O 20 0 __- .. -- -.: 1- —- .,....i _ .. AVENUE SOUTH yam.. _ ... 18215 72N0 4-LF 12"SD KENT,WA 98032 p .. + .:: :. : : : ®2.505 :: (425)251-6222 TTVG ENG1N� 8 Al TYPE 1 : (425)251-8782 FAX STA.L19479,15, 5 N E=205.10(12 CITY OF RENTON -- - --7-01 �BPARTMENT OP PUBLIC WORKS nm .:.m <�.:. rDm <+m. n ..uni, n w$ : : o� ..: r$: -.n ^m :.q�,$ ... cm : w om:: o a•$ vl u4 ^$ $ 3.ARA,, ROAD AND STORM DRAINAGE PROFILE p o< r 'y c KENSINGTON DR.STA 10+75.00 TO END Z 11+i}i 12100 13, N 15�G. , iC'. I'-,uU 19+00 KenEDATE at Condominiums 0 DE91tl�ED MTS $11Et�o\��e DRAWN DWW.. _- 0 HOR CIECKED RJA/0NAl EN •VER. - FELDBOOK PACnE ul EXPIRES 2 5 02 APPROVED _ SHEET 11 OF G0 !ale: P:\`iDShHkuJ\/4.S\ENi;IWF FRiN(.\7a S'.•-RM"Dwl. DMc/T-, I �- " st q 310 PVI STA F 2T+50 Io SPA STA �22+50 PVI-ELEV 298.08 "r,n PVI ELEV-296.43 1- �- LL 305 .: A.D. 880' ,*6'1 AD =-1002 —� --- -. ... :50. 'VC 'N N:: 50. ':VC SD= 0.5 i �y SSDz 1.35' aOF a " a � 295 j- I - cc j $ ,I O ;, I � > Y 290 N I Q I� $ N o CB 811,TYPE"1 I .$ �+ RIM-299.72 O 285 V — w . ._x�3 IF=296.73. i — d CB B25; RIM-296A6 IE=292.77(12,) 280 200 00 VC l 1 ...: .... o.. HSO=67.57'" 3 ` :: :::: m - PVI STA a 25i 55 L \\ E D 275 " - ,;4VPE 1— ... _. ... - r _- _ `v___ —..x—.__ PVl E a 25 78- —__.. -. a STA + ... - ... __I —_ .. , A.D. -7 02 I , [—�N D ... 1 M= 2.80:. .. .. _j CB 89-TYP I , :: K 2851 .. .:: .. i JE =282. 4 : :::: I I ...�iE=278.72(1 .) I I' ( a x I W — 'y ":: :::::.•.'.::::::: : ::: :::::.:::j-..... ::: :: .:.. ... . ::...... .._ .� \ .. .:. I LO .POINT EI 242.74. __ _--... ___ - ..--� ... j :HIGH POINT 243.91 LOW POINT ST :::29+16.67 : _ ::::.. ....... ...... I i j I FM STA}•:29+00. ..... -HIGH POINT:$TA.-30+50 .. .. .. . 242.53 . ...... .. ..... PVI'ELEVI : I ..... _ .. .P:VI STAF30+50 .00 PVI ELEV 244.03A.D. A.D. = -2.00 ....._.___. __ ....__ ....... ..:...:.:.: ..:.:... _ 50.010'VC 255 SD=2.27 : SSD=357.29 .. 77f _.... ....__.. j .._......_. ...._._...... ..._. ..... _.. ....__1 ___.-__ _________. __......._____...___..—.... ____.___ __.....,. _. _._ \ -__.. _.... N.-SY_.-._I_ �'7. N___ �'1 LY +.: N N 141 uTft �GB 250 B8. ��nn �n I ... ..... ..... ..... ..... ...... .. .. ..... - RIM 257.79 ....... Y j:... ... ..�.. ........ =253:5�(12�I .__.:_.... ---------- .. i ...... " 2 45 o. d ::: .: : :::: ::::. i:::: I : '.'j: :: " :. : CB:87.TYPE I j _..._.__._.. .. ....... ...•____ ._ .__. ____.... __.._ .—.__......_... __ _ _____ _._.:._L._ _ ... ._.._.__. __ ____. ___._ .. ____ __. _.. _._ .. ______ __RIM 51.0]:... _ .... . - - - - - -- --- -- ....... .. .. .. ... .. ... .; is .. ..; ..... .. --� ... 14,.. N. .I 2,0 + no LF 1 osox IE=24 12")� I a ...... :.. ... ... .. .. ... .... .. ... ...... .... ::: ::: ... ...... ... .. ... .. ....... .... I ...:is ..... w r _ R AD A _ _ _ 42+TYP .. .. .. .... ...... ....... -.. ::: :. i -CB B6 :..:.+ Rlll 242.29.E CB B43-TYPE I iSi rn > ..... :.. .... :.... ... .... .... ... ..... ....... .. _ I :...Vk 39.84 12` + _._-- --.-..—_... -----... .......... .. .._.___.__ —'--_......._ _�. ' I . I a ' I .... ... r...... .. .... ........ ...... .." ... .. ..... ....... ...... _ ..... .. ...�.... ... .... '- IM=?M43B __ _ ___.. _ ..._. __—___ -.-,.T3.75'Rfi-._.___r._.._ __ +.._.__..._.....:_ 235 1w-5� ..... ....... ....... _ gg .. :: RIM=24326.. I- : � (12'IN S.Eh11� i IE=239..08(I 8'OUT N).: CB B41E:I::. .. , .. IE=24 o 0.39 (12f) ,�"... z,d. I _ :. ..- 11� .:. I a+ IE=239.4 �i i (12") RIM=242 9 a _...... - ... - - -- - -- - - .....- _._ ..— .- -- - ------- 230 - ,D N .�. �+� � u. q. �i�. Y O .Y �� Wo t;n: H- .Q cc 0. � e0. r,�:. ci0. ^. tl�p. .�. .i 0. Wes. V:Q. ^ .0•� Wes. ,rN. . , I N ��N N n�N N sN N N !�N N f N N ,/�• T� � r f��N :� �~ P� � f�'� �d �~Z C) 20+00 21+00 22100 23 r00 24+00 25+00 26400 27i00 28"00 29r00 30 r00 31r00 32+00 0 CA � DEVELOPER: CITY OF RENTON ROGER NIX '• E>EPAFiTMENT OP PUBLIC WORKE3 293E PAGEANTRY COMMUNITIES N.E. �G H A v� ��S p3 ARMS. RENTON,WA 9805Em! y ROAD AND STORM DRAINAGE PROFILE p (425 235-0744 m Z _ �': o (ROAD A) m (425;235-1394 FAX - Kensington Crest Condominiums FN_fl_NFFR. DO _. ` = �� NF 2601E�p ��R DESIDNED MTS. O Z 18215 72ND AVENUE SOUTH LPG �� y fJ. �/$IE0. x� DRAwN Oww 1'-=50 HOR. o KENT,WA 98032 YT7 ESQ S7RNAL LN6 CHECKED RJA SCALE 1'=5•VER. F�iD eDCK _- PAGE W z (425)251-8222 'VG ENG1N (425)251-8782 FAX EE%PIKES 2 5 02 APPROvM ,,. _ srffr 12 of 20 U Flle'. P.\505KPRJJ\7432\,ENf,INEERIN(,\7432-RM3_DWf, Datc/T'me: 02/2 OOOF,09Y51 ' ale: 1-50 danw xr 1.; Z7432-1 '/43_-F, m I_ i PVI STA- 44+50 j _ y PA ELEV-257.73 A.D. _ -9.00 V) � K 5.56 I 50.00,VC W SSD=98.94' aL [-L n O r Q N IIi - I . I ; i---- - ..- i - i --- - -. -----I - --- -- - W XWN + HIGH INTELEV 245.82 - ; : . . :.:: ( .. j .... ... : P NT STA -55+h I I I HIGH _ 1.82 Q Q o 260 -_-'.'_I---- w_\ :. _...... !- _ ._ I--- .... _ .....__..... ------ ..l '..".' .__.: - -_'.-" !_. ::. ' : ! PV STA=55+20 _ . a , : '' ( �...:. ...:. ...�.., _-'- _--_ .. ... .. ... 1 .. -t- ..`.-�-' - -.'- "".- !_ ' PVI'ELEV= 245.99 .. T. ! _...... .. .. .____._ 2 cr Z * ,. I ... _... .. I j.... L._. �.D.= -3.01 j 60 " 0 _.. STA=5}+2 - �i I .. i f :I. IK 16.59. a of _. . .. . _ j ..... ._.__ ...._._.._.- .... PI ELEV='241--8- -..._._. 50.00 VC A.D. 99 255 K=33 4 V - - - --"----'255O = . -- _ .00.. 20 . -- - "-i--- -" - .SSD=211.02 I : O m .... :: I LOW POMIf =223.51 i I ..d :i''�:. :I :.i E I ir- \ \ Low POINT sTk=46+22.22 PM STA-85+86.46 d _.. _ .. -L� :. .. :48+00 ...,. ::PVI STA . p 245 .._. -�- .---__-_ _._._ -... __. .__...._ _i.... ' _ PVI ELEV= 258.51 z>>. ::�. _ .. IIIF �... PVl`fttV-IIp=-21923 .. .-{__.. __... -'.....:--__-(. _. -.._. -__�o ..._.. ....__ .,, _._'- _- __- _ _ _.... -._ 245 I: A.D. --13.00 A.D.>d 18.00 f..,. K= 1.54 zn i ;.,.I .. I.. . .. .. .. .K- 11.11:.. ....-i- i - I. _.-I 20.00'VC w g' ...I : ::.. I �� .. 200. VG: o ..._.... ._._. _.__.- Y�-- 0 HSD= .82'.. :: .:: .: :..: I- I.::. :j/ ��; i �• �• �,• i ------ --'- _ _.. .._.... .._.... ------ ----'- -- -.. _ ..... -..--- _ _ .. _ 1:.. 24 ; - - - ---- - - - .- z d ........ .... I .. �'.• - Y ... ... CFa7Ns_ -- - - --- -- - -;zao Oo .. _ .. .. ....{ .. . ... \ : `O ,� ...... .... ..... :....... :....: °. k_FO..g - - .. :;: 10 LF 18'SD O E,y 3 P',7 STA='85+2 :: � SO u ELEV=248 CB A18 TYPE I \ "c.� : O 1735 - _ -. ? J I 50 O 2STA .17 'AO.o13,00:;: .. \ .. i .._ i:. .. ! .. ; ..... ' 195 o .... F,y W a 260 S-a.--T.54-_r..... Lam+ 260 235 [77..__. ....---__-- -__. _-___ . .__--_ ... ..T 6i .. . I IE= \ . .M . .--:_ ....._.. _ - -'---- ---- 20.00 VC -. 35 \ + 18 SD 0.72.. \ N ... .. / ..... : :: B B6.T1PE 2-48'mC... j �: Cr .. .. : Y .. .!% ' i ( CB 85 p_4g' 2.. .. .. TX +n .. .. ..... ..... :.. :: :.::::. . ... ` ��,�?. :.:: ::: .. ..:i i ' ... IC6 13k.TYPE.2 48'• +.. 'M=244.43 rn m - 1 ..... ...... _ .... - .. U, -; .. .. ... -i + yE-23P:08(16) i 230 -' - I ...:.._:_. :.-:... \ O .. .... ... ... .. �. -CO •3.TYIVF 2 4B• ..:RIM=43.23 i :IE=23�.58(18") ; ..._. ( ..... ... .. .... ____ _.. __-__,.:._.__ ---- ....... ___- ---_- - - - __W=2 _ ,. _ I .. .. g It .. .. -- _ .. 4.35(18-`) ---..y. ._------------j 230 + CB AI TYPE-I ^\ ... ... ....I Mn ii 8 B2�TYPE-2 48" -is RIM-242.88 .. ' N .... + : .: -.:... : : :: .;, i tE=23812 12 -� _.}...::. ii i RIM=237.44' ��\ �... .... .:.;L,'1 (�..::. - IM:-238.87: :: I=234.63((12'(2; --30 LF 9 SD:.. : :. ....:I....... . x Y .. :._ .... ... :..... ' IE�234{.21.(12')::.: 1E=23300(18 :. ...:1=234.13.(18'1i...:®:0.73R' 2 250 250 225 --'- - - -- �= ., CB81 ttP 2-4' I ....... .. .. 225 17, e' a : ::...... I ... RIM=23686f ... i ::..._ .. . . 3 j =232.73.118"):: .�.. ::: ...... ..... :i-. .. .1:.: ...._ .... , CE OAT3 1.j: ... _ (...... .. ... .: 8 A76,TYPE I .... :. .._.. :.....- .-..:+. . : : � . 0 B(12'4 .PIE .:.. . .\.iSTA P.ETtO 12 0""'.=_5 245 ._. : 5+ 7.3, 189 RT `1�Comm $PIPELINE: _ _._ -_ -RIM=29:96 _-____ 1 :..-.:.:..:.::..:.;iiI...........:....:...:....-_:.. :.... _......:.:.:.:.... :_.-.......-.._.. .:..:....._._::._:...:. ' :.:_...-....-... __IE=22.10 12I=226:73.(12) . .. .._.- .. 220 STA 10+04W ROLLED VANED 245 220 ----- . __ ' RI 2005 PG_PIPEJNE: TOP EL 22STA87+87.22 28 LF 12 SD ALONG ALLEY 2 P 9.46% 6:6 /VANED GRATE C IYPE LRM-29 17 =244.67(12 : LTYPE CB Al TYP RIM;f428.35 .-# ©� _- . __ __.:IE 41 45 RIM=223.46 EM=214 IT 1 (12 IE-219.30(12-W) . ( 1 j: ----- - --' ---- - ----- - jI.'. - - .-- - - --95+00 86+00 .... - ---- i ----- - ---- --- ---- ..:'-------- - .:_:_-- ----- ---i--- --- - ----'-'-i ROAD-F-EXT : ; Q Vn. .N • : N 0 p m r n•.nn �. �' �iN. PIN.. n�N ��N N. [.:� �,lV`J. f�N ...N F'iy N SIN �'N �.�N. .N: �N :.t4 ��N. lY �N. l~`/ N .N.��N -N. VAN..: ��N. �N �.� �Y. 44+00 45,00 46+00 47+00 45+00 49+00 50+00 51+00 51+00 53+00 54+00 55+00 DEVELOPER: ROGER NIX �G,HA& PAGEANTRY COMMUNITIES 2936 KENNEWICK PLACE N.E. i RENTON.WA 98056 A �A (425)235-0744 (425)235-1394 FAX ENGINEER C U AVENUE SOUTH z KENT.WA 98032 ysGKr �Qy (425rp )251-fi222 7NG ENGINE a (425)251-0782 FAX N CITY OF RENTON 0'EPARTMENT OF PUBLIC WORKS 3. AR4Y ROAD AND STORM DRAINAGE PROFILE p ROADS FC AND F-EXT Z Kensin ton Crest Condominiums Im < _ _ / DESIGNED MTS O S IfR5� � OR4WN DWW DATE RLE NO _- -J L Z CHECKED SCALE 1'SO VER R.-- _ o �S/0NA L CNt'\ RJA FELD BCOK PAGE W EXPIRES 2 5 02 AP VED s 13 � 20 U .., SHEET 'V m 51W: P:\SDShFROJ\7432\ENCINEEPII4G\743'-RM4 DWG Date/l-e: 02/17/2(10(1 g15,iR - 711 -u 71,1 11_.o 1- I � W U_ LL O r M IL >_ W J = Z Q E Q Q o Q U HIGH POINT ELEV-271.33 Q HIGH POINT STA-PVI STA 33+5033.54 PVI ELEV 271.75 O m c A.D._-11.71 F- 0 .c K 4.27 . N 50.00'VC Q Q x SSD=81.75' Z O N N Q m + Q Q n a + O n N I __. ! ..... .. 270270 PROPOSED GRADE O C L F_r 265 EXISTING GkI4.0 C L LOW POINT:E +:24294 LOW POINT ELEV= 238.68 LOWPOINT ST 38+ I PROPOSED GRADE O C/L LOW POINT STA- 40+27.50 v ... _... _-...... _. ._ W D. i" -___I �a 11 242.62 66684 ..I i - S?A.m.40t1�-.-. Q'i rn 260 CBrB38,TYPE I �\ -\ T. t ..__ _ - .. 260 255._ ..- -___ %ISTB46$GRADE-O--C/L __ -_. ..-...-..255 PVl- v \ : .: I: _ o ! FM FIEV=238.30 �:�j' : � K;+4.48 ... I .. I � I<-6.25 v 1 x m I + i IM 267.303 : _: : 50 'VC .. :i :: : : I .. .00 VC c I IE=84.5T{72") I \ HSD SO.BY .. I' SD 63.95 __ 255;.. _..-- H'--- -�- -.- - ,- ..:- ._...... - -_ ..--- ---- --- _- ..:._�255 250 - _'. _.i ______..<N _o. .. ._ ___-_ -- ........ ... .... .__ _.. 250 ( .: C BA TYPE L - .. .:I m r: : N .. I .... 'z - RIM=261 36 25B:35(12' ;: .. .._»r � / 25 245I ... ) .. .: . 24_ a ( -- --- -- - - - ---- _." 245 _-.._..I_,____.-. _-..__,_ ._____-.__.__�__._. .._f." -_ .__..._ ._.. ..__ _ -.._\_ _______- -:..j 245 240,- ... ......-_ 1_.._, � _ -} -*.__ _ - _ ___ 240 245 � ...i - ..... 245 TYPE 2ti48' :. - :�• :: - i ! i. I .... i x 5 I ..... .. ..... ..... a .... - - $• fI..,r ... ... ......: :. : :I:........ BRIM=250.68E I 7 12�SD 1 . IE=246.37(12') 2401- ......._ ...----.. ...___ _... -___ c.�� -. .._.. ._.._. .:..!240 235 --.._..1..._. - - --- _-__ r - .-- ---- .___ _.. 235 240. _.. _ __....... 1 35,TYPE 2-48 ,) I834 TY E I ... rn --I 240 I RIM-246.SOrt ..:. N .. .. .. ' , I CB 32 TYPE-2 48° : CB 833.NPE I A 4+ 1..,9; ! I CB 831- 2-48' RIM=239.B6i tE=242.20.(12 A. +1 . 11. + U.9.5 R - -- + 1 i IE=236:38 12') :. 5:LF 12` D O 0.5f1[ : :: ! .. RIM-244.a1 RIM-38.45 1{ .. . >: ...RIM 24513 .. :. .. ... i... .. :C B3.TYPE 2 48 '•� : i IE=235 5(127 I 2 .. n w _ 5 235 -.. ...._._.. ...._._.-.. .- -.._- ------ 't-:._-. _. ......: ....... - ---c. - -- ----_ .-----._. _._...i 235 230 ...._._ .."----- ---- -- ... .... - ---- -", --- -----'-.-- 230 ------ --- '_:.. ....--- < ( _ ROAD _ y IE 23541�(12' IE-2 99(127 i i.. .. :IE:238 12 1 CB 0 t 48 .. I T I �- t ALL <+ - .... ........j:.... .. -J-. ! IE=234.fi3(1 _.. _ 1 I - ....I .. .... : I .. I:.. ...!...... &a 1 35 LEY 1 23 31 LF 12 SD ROAD ! RIM-245. • - 4 ::: ' : : !: ::: 1 =50 _ ... IE=234.13(1 =235.25(12 ! O.0.5X .d- ' I 1. 5' I - 2 - 230- - - --- - - - -� -� .. p._ ._I � _. 30) I, oYN, w w a) f,rp f1N vN ea. �N. as a I I �' u Y ,.'4. :A pmp MBA C N. n,N. yla C,a KN j fN Mj.. - - -"- 33+00 34,00 35+00 36+00 37+00 '38+00 39+00 40+00 41+00 42+60 43+00 m DEVELOPER: -"- -- ROGER NIX �&H A PAGEANTRY COMMUNITIES 2936 KENNEWICK PUCE N.E. I� RENTON,WA 98056 (425)235-0741394 m � (425)235- 4 FAX ENGINEER: " 2 `' . 18215 72N0 AVENUE SOUTH 2(25)251-6222 (TING ENG ZLN��P O (425)251-8782 FAX CITY OF RENTON v 7 0O C)EPARTMENT OF PUBLIC WORKS WASH: ROAD AND STORM DRAINAGE PROFILE O = C, (ROADS B, D, AND ALLEY 1) z Kensington Crest Condominiums m DESKY4® MTS -._ O w �ffPF�!$11CRFO � OMWN DWW DAZE -1=50 HOR. _ FLE NO j! S/DNAL ENV CHECKED RlA jscALE 1'=5'VER. E DSDCk PACE /W III :� Z EXPIRES 2/502 APRiOVED _ ,..A;�.,. -. SHEET 14 Cf_20 U m File P:A>DSKPROJ\7432\ENG!t4EERINGV7432-RM5.DW6 Dote/Time: 02/18,'2000 13.23 S<ola: 1=50 Mark Xrele. 77'IS2-1-.Z/4-1 -B, i— I— (n (N W PVI STA- 56+50 • d. J PVI ELEV-263.65 IZ IL C) A.D.=-7.43 CL O >- K- 6.73 a: W 50.00•VC 9L -i SSD=114.42 • E 270 . _N ,. ..... _ Z N n i, �l O 1•� LL N 6c°� 265 � -..... I _ ... t _ . I I � a Wy 260 ____.r_ ; ...... .._. _ __..--. _._ ._ _--- \: 255 0 """" 250 l .STA 57+10,9.75 LT. - 1 - n W/ROLLED VANED GRA E j \ p RIM=2 7.80 LOW INT ELEV 2`2 8.69 I-� y :IE 25 30(1:2*) .. \,p :: I LOW PDINT STA-60r41.25 i ': a. Ey 3 245 --'-' I ! ---_._ --- - ----- .. _ B.Z.7 .:-.245 260 I- --- '---'-" 'F-- -...-\ I'---_. .._---- .:. ..__._ .._-_-- 260 4 W N u _. ...... ..... .__ _ ... AD 11.43 �-+ n \ I :. I K 4.37. HyW�y a :� ( \.� -50.00 VC�1+•1 :. : I I. I \ j I HSD-50.15 : �+ _� .__. ...__.__, _.--------- _ _..._ ___ "__.. ? __ .. 240 .... I..:: :. - _-_ .. ... N W.�. . tl n .. .. - ------- ------ -"-, -r -----I 225 cII ..STA 58+23,19.75 LT; -' I ... W _ $ : '*--- \ --240 255 m --f 255 225 W/ROL4ED ED GRATE. �' .. I + + ' , RM=%47.13 > I B : w .: H I IE 242 63 127 a IE 243;15. : �' , : ..+ H .� n u 235 - ____ ._..._ .._..___.. .. _-_ __. ..:__..._ .._ ..\„___ ._.ri .__.:_'235 250 -_ __--- - _ __ _ ..__I ... .__. 250 2201-_ SB ...... •L J p 230 ..._...__-_1_-___ .-_._-I ._-.... ._...._... I ._-..... _ .` _._ - --:-. -_ _ "..:_.230 245 - ... la f-::< F I�i.FV _ -.. .._._ --".- .::_:.__S.o_;._ 245 - --.-.-. 7 7 I 90 A15 TYPE'-2 ... I TRI 3 t2 ..�L,\w tn:: STA. +1645 1 .1 'i CB A14IN -T ! - -- ; g8 \ STA 87+7.22 x•3� RIMS 46 :StA 90+5.86, 25 L I rc - I - W/VANED GRATE I IE=219.30 12 , RIMt22 80 o =. I :. I :: - I : :. 2S5 : :RIM-249. .. _ I..; .. _ ) `L. :IE 217�0:( _ s 4 225 I _........ _._...._ . . .....__ ._,___ 7-7 _.. _.... _._i 225 240 _ _._ -4E=244.6 12"}. .._.. - d+- -__-___ 40 21 ...__ ......L.. 1+37.22 � _ .::.: _ C A22 TYI)E 1 : T.4.1 n:: _Njy b TE .t i6l. .. +C@ TY 1L . ..... .. : _ �OAD E STA 60+00.:9.75 LT. : l" :- I - 0 ... ...... W/ROLLEDVANED GRATE _-I IEM24 OD(12) I. .,_0 * • . 1 W11Col 0.431- - C A20 TYPE 1 1 134 LF 12 PVC. :I ARIVM LEY. i 77 IE=225 93 027: 0+60.2, 13.54 LT. �;-:: ..:: :::. j .:::j -IE=213�25 1. . " - 1 5' - - r IN ROLLED VANED GRATE r ' 220 .-_.____ ..-.... .._t_-_.__.._-._. I ._----_...:. .._....... ............. . ..... ....r._..___._ _ _ ;... p^_.., 220 235 -..-. .. .._.: ... _....... .. __ ..-.:--- - _- - .__ __.:.. 235 205 i--..... ... __. :._IE=217s.75�18 ._______ 205 IE 224.45(127 .. -CB A9PE 2 48 ..,. .... .... .... o .. 29 . .. STA.88 97.22 CB A10.TYPE A LEY W/VANE GRATE EM235.83((12"N) ... WM=23 RATE _ G 1EI=236 O9(12�: j ............... ...._.. ._. _.. ..___.... _.._.__ .--...__. ......__.. ... ---. _.. ........ _ ..._....: ....-- _._-:.IE- _ ....._ _......_. __-._.-_ ...- - ---... ...._......_ ... 14 • # ILA _ u,'a:. .�f Wyy�� .�. Ci yqy��. OiN �t•� `� � �� W� 0:�o q :V'F :. � rrr�n� Q� G'�. �i�: -'� r!�� C.� � J,{�� ..dam : (F�j AN. ; 56+00 57,00 58+00 59+00 60+00 87 rOj 88+00 89+00 90+00 90+00 '91400 • w ALLEY 3 } i"-50 ROG DEVELOPER: R NIX PAGEEANTRY COMMUNITIES Q.G'HgVs 2936 KENNEWICK PUCE N.E. tr r RENTON.WA 9805E (425)235-1394 m " �v (425)235-1394 FAX ("� FNI:INFFR: O -� 2 18215 72ND AVENUE SOUTH 'po �� e zp (25 251-62222 GYT7�NGIN��Q, 0 (425)251-8782 FAX cli CITY OF RENTON 7 60 E>EPARTMENT OF PUBLIC WORKS t J.AR,ys - of w"s ,roe ROAD AND STORM DRAINAGE PROFILE O P, " O z (ROADS E ALLEY 2 AND ALLEY 3) Kensin ton Crest Condominiums O -.-. .; DEsIDN® MTS -- 'o�'rfj.gFcl$i1CP��\0�,2 DRAWN DWW DATE 1 a 0 HOR. FILE NO. S7oNAl CND - - s 4 CIECKED FJ_A_. �q� 1"=5'VER. gELp gpgCC PAGE W Z EXPIRES 2 5 02 APPROVED -: -. stffr 15 of 20 m ,,Lt4,IHLERING\74.5"-RM6.DWI Date;'Ti- 02/17/2000 15:56 `.Kale 1-50 dar�w Xrefs'. 77432-F[7432-U, PIA STA=65+50 ~ - PVI ELEV= 261.85 A.D.=-5.92 C ' PM S1A 62+75 N K-8.45 290 I -_.. PVI.ELEV=276 z.. 50.00'VC (n I _ A.D. -3.00 MS60=137.28' avi N o0 .67 I� : :. : :50 00 fiVC $ $ H N P 30971.9178 285. :. e _ :SSD-246.53: :... .. Li ^�_ _ 2B5•-J� WOLI6,SQUARE CI-__ -E..30968350k-....- ..- -__--. '-• - ___.___ _...__�.285 0- ♦n - ._. N I r-- ; ._.___- I ) ...._ M J185 IE=278.8 1 .. .. -� RI 28 W/�pLID SQUARE LID N + ro :$ LOW POINT ELEV:a.267,70 _ : .. j __ IE=278.5.(12") :I RfM=2830(2").: ^ LOW POINT STA s 64+60.78 o N f� CB 61+60 E 9.7`LT. W \ €+ yP : PVI STA�.64+50 ~' .: j j .: I :: j C8 20 TYPE 1.. a I O 1782R Q E If1i w'.A.D s=7 02.35 '• .... ::!... ... .. �- I 280 j F'1 PVC' RIM i76:24 7 280 260 - l2."W-._ �_ I __ -_ ___ _._v 1E= .93 j1Y __ _-_ ____ -..---i 280 Z Z ;E .. �. K=7.12 $280 (�fx tNG: r' 260 _... �. �' 'h 50.00'.VC '� .. STA. 65+20, i. ::is ...j i I )211"" � 26 L :12•PVC . ..... .-- ...HSD=71.16': 18ITOP.16`GljS-255.0# O 0.1O%N .: : jPVI STA fi 35: : B24 TYPE 1 .$ Lr- - -_-_. _ - _.-_._...... .___.- 275o255 '--. -- _ ._ _.L_. ,.- _.-. _-.__..-_PVI ELEV=2 928.__-__ ST20-28.3T.S 4?'-+'VC 1b 275 - i .. AK2 IEM279.012"O 1.11RSDjy.. yQ50.00' (' 18 LF 18" ( �O . . 94 CF :::: :.. B 7A TYPE 1L •? I .. .) : HSD=83.3SDO . ..Y 270 .. /y SD �^ -____�S.A.65+50. 1 35 L : .. _ - --_.- � 270 _.__ :. .. 270 RIM=261-.30- --- -- --- -- - ---__ --_-i___- - 250 . Z - X... ( IE=256:)2(18'� 10... L .. ... �. I. I _ � 1 Q : CBAB20+bVlZ,TYPE 1: .. PROPOSED GRADE I :::- .- :. .. ��l`�-:` N I N I : : W/S 66 SQUARE lJD :: .:: r 0 ....... .. '... - .. 6 b m RFM=79.00 P D E - OAR STORM ALINGMEM I... CB B7� TY4E,iL ::O; I. ...yo I ` Q 273.93 12.. .....:......... .. -. Ij-- �f.' •,;!-t..1 ... I:... .. .. _.I_-_ IE=2 490(12").: .:: : 1 _ OV,yQ12�18"STORMLIt{E ( ) r ..___ A 15+4000. 1 -.._._:_ ...: im n I:... 265 ; -..-_-- ._.,..-... I'-'_... ---. -..._..AL�NMJG EN.T __._ -__... 265 O 265 ._. _. ...._. ..__:.. - ...._.. ._...�__.I 265 245 .. .. ---r- --- r .."' .... .. ... .:: 1I _-- RIM_254:45 u 245 j '+CB 819 TYPE.-T .. i, N - CB B18 NPE-2-I IE=25p 00(18') F i_ \ :: IN I..... ..'4 ..-4 :'.:C 46.TYPE 2-4" .. - .. <o ... A,9+ 4, 1 "L : : I I iG+ j: STAa 20+04:5..7 ....ST 61+55.25, 1 LT. 1! . RIM=271.84 ... RIMk261.67 j - I i - I W IRUCAGE TOP P R - IE=287.70 12" IE=S6.d2 12" - \ � : k SOLID ROUND -�CKING-.LID •I'EXISTING GRAD - 1: : .( ) �y: ( ) ! . I ..I: -90 IF 18":SD i \i .. D�PLAN B040- - RIM=278.40 OVER 18`STORMLINE ' :.. . .: .. r•;..- .. .. IE= 56 42(1B').I ...... ::. CB B16 TYRE,1L :. 90.OR.. . ::: -EIMF27 .1.8, .... _ _____ 260 O :.. 260.__----- ._..... fiH.62.:j187 j---_..... __ -,9LIGNMENT. a 260. : _:..\� ..:. ,)J 260 -- IM - i - k...-_ 240 :.. ... :. : '1 - . } JEs2 I R 24H.51-., j IE-244A0 .,{ WAFER SURFACE : 10 LF 18'SD O O 1.0% 255 _...._...... i -- ._.. 255 .. ..... z' 255 ___-: -.-.__.--... .. j_.__ ' _... .... �' I _ �.�\ ..-..f 255 \ _../ 235 - - _. 35 ; j F-I I IN- 5.0 2 126 18":HOPP :- rN� -�✓ 4)RM VAULT I _ I FOR SHEET EE T 18 .I I : .: ::. - : CB B18,TYPE 2-48` I -(,� .I.. .I i : ::. I ... INSTA�)T4pL PIPEANCHORS R .. .. - .. .. + i ROAD I 1 DEAD STO�tAGE ._ - .. j _O S0 ON-CENTER IS&ING .� ... ... _.. .... ..... ::... - - _ 250 r._-_- _ ____ ....___.. .--._- __ _ _-:..:.. Z60 m 250 ........... ...._. __._. .... ...:. .. .... _. RIM=261.67 250 230 - _-.__.- v- ._.-_- _---__I.. -£LEV_229D _ -_ _. I... BEGI ING 10' FROMI OB I (-.. .. 1 -56,... j- 230 PER TO PLAN 8004{ \ IE=256.42 (12•), ! .::i ... a j:::: 7-:. ! - .. PIPE ANCHOR I .. ...j... fi c 1 I-5 ... CB 1:TYPE 2-48' ROAD-O RI 236.86�i i is I I 1 ... .. .... .. ... j ' ..... i .. 245 I----- - - - ------ ---�..-) -- - ---... .. ... 1... - - --__ .__ -...-j 245 G f♦ _m m .alp. !O W� N. a - �{pp p � i ciN N N N C NZvi 240 j. _.. :.'.. - 65+00 66+00 ra+OO .. .. r ..� rp7pi, .. 2401--.... _....._...-.. .. __..T_.... .I I i i .. j 240 j .--•I .__-_-___--__ -_ I :: i.IE=234.0 1 I,: 235- ... i :: : I .. -'i-iY •1-8 235 ^if ... ,An z N I I :.. i I i W/RIP RAP: AD 61+00 62+00 63+00 64 r00 b5+110 3 I .! : I .. .. - ! USING 2--8• QUARRY STATIC W.S. on.. ,.,o y I I .. .I :I . .. - ELEV-235.0 N .. I .:.: ! :SPALLS T LONG X 8' . - :. __.. y :. ... -_ I- _________ WIDE% 1'DEPTH - ..-..- -----_ .._._....._. - .. y.... .. .. --: 235 , I ' STORM VAULT PROPOSED GRADE AT i _ _ i 230 .__-____.._�____ _.. :--..I 230 LOW POINT ELEV 237.86 SEE SHEEP 18 STORMLINC ALIGNMENT I I ... :: LOW POINT STA 70+39.29 FOR DETAILS \ A' C ^I 250 .FM STAELEV 707.5 .-_ .__.._ ..____-. _..-.__. 25D DEAD STORAGE ' TORFVIILII CIE -..ROF� C ----- --- =..:.� 230 CB I VO.L45 TO OUTLET PM ELEV 237 50.: ELEV=229.0 230 j 7,00 .. :: 130 L 18`SD 0.50%1 1-- I p I aIQ K=17.14 _\, - 3 / 20'GAS XyING d ,4 VC !: - TOP PIPE EL 226 6: j 1 245. :_HSD.=Z1.37 --.- r ------- ----- - - zas 1 j TO R VAU TS T CB O. 3 50 vo .. - 16 GAS X IN6 - I I 0' i m +$ I 225, __- TOP PIPE:-EL-227 9. { t1---'_ 1 ---_- .. __._._._ I ..._.: ___.. { 225 a _$ /V�+._ I .. : I- I j I... 'j'---- ) tt ... III m ` CB6 TYE 1L j I I EXISTING WOUND AT .. .... N 24902 988 1 j rn 6 /_ISTORMLINE kUGNMENT : ... 240 !. __-__ _.. -.. 240 E�31649 968 220 i_-- --- W 0 (KING 110 L:. ----- - --- - - -- ----- --.__i IE=228.S 187 - -_I I f I 220 m DEVELOPER: 235 I -- -y :..:.. ...:...: .._� 235 1 SD ROGER NIX O 0.50R ® i : .. 215----_ -__. ___66-i.�-ga•.HBPP I _ ___.I( ._ -__ {....___CB 4.---EE.2_4H __-_-C 5 N A8.... -_____ 215 PAGEANTRY COMMUNITIES G'HgV•� 0 CBjBt :I i - - O.OI62X _ I : E 3164j.3215 E 31655743 RENTON,WA 98056 CK PLACE N.E. j PR DE PPE s A ANC OR PER.STD : 1 RW S 2LID'00C R MSOLID DC �(ING LID 425)235-0744 m CB 830 E 1 I PLAN 8004 I 'M. Q : --2090(�)ry 425)235-1394 FAX - ,. 230 !- - r :.- - STA.--79+q02,9:9 E --! 230 IE 2 .}T(19")G IE 199 71*i IE 200. 1 6 IE 200 71 6 r+ -- I ENGINEER' - C8 TYPE ..RIM=240.31 I I j - - I o _ 1 A. 0+39. 9 C : IE=236.0 12 210 r___ _.y_. _... -_t- ..._.. - _. .. ._--- _._ __r... ..-_. ....._ .__..____-I 210 y23P.S6. (1 �� 18215 72ND AVENUE SOUTH yPG z IE=2 f1'1 12') :: :: _ ':. _ i/_ \ .. KENT,WA 98032 !T j IE=2t3302�12") I I I .. ,-� \ I (425)251-6222 /A'G ENG1N� .. j :. : .: ��.� I '� i. STATI W.S. 425)251-8782 FAX 6.0 p ' 205 ___ _ _ .. -._ .........-- ....._ _-_- .._ _. _. / - ELEV#20 (V \ � CITY OF RENTON I I ` I 1 LT SEE RM ET 19 --'�� DEPARTMENT OP PUBLIC WORKS PIPE AN HOR SEE SHEET 19 N I � S. AR,y N FOR DEE LS �� ROAD A PROFILE i uo 00 ' �41ORAGE.D � pf WASR ND STORM DRAINAGE E .----- -----73-LF 18..SD--- 81,LF 18 SD 57 LF 18".Sz2� r r col ROADS G, H AND J O 2001....-- --" ---.. .. Z ROAD-J j i 24, 3 ®0 z Kensington Crest Condominiums m E 31.684.671 i ' - :. P 26016 1 DESKN MTS _ 1"=50' I EIM=2070 (1�'k 24') j... i f'T9OVISitRNp��a�� DRAWN Oww Dn1E 1=5o HOR.-_ rtENO O I I CHECKED RJA SCALE 1'=5'VER. W L 1'_5, - SEE SHEET 91 FOR CONINUATI N i NA L E _ _ HELo soar RAGE -- ''---' E%PIRES 2 5 02 �.) ,.. - SHEET 16 DP 20 01 ._ ',I_i.kING\743�-kM7.DWIi Dule iTe.O%/%'I/"Ilflfl 'I IIIR Grnl>- 1'.-Il,lnow zra!___'Zs-i•_v)r4 s._I+ 1— I - U) N HIGH POINT ELEV-305.49 W HIGH POINT STA- 78+30.34 --� PA STA-76+50 PVI STA-78+21.33 PIA STA= 79+50 a PM ELEV- 301.74 PVI ELEV=306.00 PM ELEV-303.78 QA.D._-7.51 A.K 23.74 O.� 1 A.O.= -12.46 Q K= 13.31 K=8.02 O 100.00'VC 100.00'VC 100.00'VC W w PA STA 75+60 n Q 310 PtR 292.74.._- - ."—_._ n.-vr-- __— - g-- $ .. _._._ - _-- __ --_ - --T _- ... _-__—. ---'---- 310 c AO =y8.00 +.Y �..+ •� I Z W o K 6.25 8 n j n r4i n n n �i :: :: i I j < U v 5.00'VC oU _ � __ —f I .71 Q p 305 I-. n — i..M._—___—_i-----•---_ _.—y__ _ —_ _— —___ _._._ i-_— ._ 305 U N S n I I I O Z S N v 66 Q Y 300 —" ci - - �� __ —__ j - _. I_.—___I _ \\ ._ , I .__ __ I__ ___.. 300 ..t-- - _ ' oi Q W _ � I - J -- i O295 _ _ .� — __.. r .-. --_ .. I1 —. - :_ '—.— _ _.— r_ 295 290 12 v O D. S MIN .. .. .. o T� 3: 280 _".._ 0-4 \ _ I I II of 280 280 CB 40 TYPE 1 275 ^_ - __. -� _ _ I_ _.. RIM=282.49 —I 275 ... I. 1 ( n 270 I 270 z= 265 .-". r. ._. ..._.. :__ .. _. .....-. __ _ _ _ _ --— — --'- --- I( -- 7 -� .-._. LOW S. 83+F,8 82 ..: 265 1 Pp PVI 5G 83+701 I PVI FLEY 244.IE : ! iO 50.00'VC _ q qI i i 255 ____.— ..__ -— ._.__ __._._ I ... ._' ---- f Y. ,w .I--- .. .. .. -.. .._I .. 1.:... _...__,I- _:.— ._,- I___..._ L._... __'�'. ---- ._.._. - ...._- ------ ! 255 is . MER ENC ACC SS =50 I � 250 , ",__-5_. i_ r .. ...i..:. _ -' -' '--- —'—'-- I '-- - ------\m a<' - 250 I I r f 1 245 ____ - ...... __ __...._ `--_ I I -... . ....... .. .... . I I..:. '�-- ....;. .I....-... ----_ - _--- .... .. 'i' 245 I i .:.�" ' I . I I :: :: I CB B39 TYPE I I ROGER NIX N.E. I + PAGEANTRY COMMUNITIES 240 --- - ..----__ ..._..- ._ ...._..._�_ .. .... ..._. .--_.__.-_ -.I_:_.. _ ..--_— ._..._: .. _ _L.. :__._...- .:_ __.______: _-___.__ .IE=24 05 jftZ)__..___ _ �r�� - RENTON,WA 1CK 8056UCE PSG i I HA f _ _ _ MM A ... .:: : I i -.: I 240 425)235-1394 425)235-1394 FAX „(� 1 :i ... ..... .... .. .. I .... I ..... ... (:.. ; .... ... SYA.83+94 21, 2.94 LT i ENGINEER o, RIN=244.36 I : 18215 72ND AVENUE SOUTH ZiR y- ..: .. ..... .. , IE=39.08 12"IN S.EhW G .. .. .. ... ... .... :i )) KENT.WA 98032 <p V P Z .._._._. ._._.._. -— _____ _____- __-.._ .. ...__._. .__ ..__. ..___ ._..__ --..____ --_-._ __...— __ ... _ _-___ .._ _IE_239;98_l1_fl_411I-ti) I p .. .. -. .. .. -_ (425)251-6222 A'G ENG\H .... .. .. I 425 251-8782 FAX , CV rn .. 1^.. v�� N MN N 8 CITY OF RENTON . N N PAN A Gn DEPARTMENT OP PUBLIC WORKS 3.ARMS - s+Do 76,00 11,00 a+ou ra+oo 60+00 81+60 6200 33+00 64+00 WA y GOB ROAD AND STORM DRAINAGE PROFILE p s (EMERGENCY ACCESS ROAD) z ' Kensington Crest Condominiums m 26016 e o MTs O ��•9fo/S ifR4'0�0�"� P--- N DWW DATE i'=50 HOR. FLE No.A L EN KED RJA sca�E t'=S'vER. eoac PaceswE%PIRES 2/5/02 VEp 7 20 U 1 I m File: P.\SDShPRCA)\7432\ENGINEERING\7+32—RM3.DWG Dale/Tina:02/1//_000 1600 ,Only"I=SrI nnnw Y-i, -/74—Vl7-?--D+ IN 20"OLNPIC PIPELINE of 1 \ \\ ?a —\— _. �, — TOP 20'GAS �- •.,{ ,\ at '\ \\ ' �� c1 ,t� , PIPE=226.6 7I \ TOP 16"GAS r- _ — — — — — H. i 16'OLYMPIC PIP INE \ \ t\ \ ' i''_ - - �..— — ','- -�a- 0 -- Wit.— i,- — PIPE=227.8 \` 1D� , I 1 \ I I I I I \ IN. J • a 24"ROUND SOLID LOCKING LID _._. MARKED"DRAIN" W Tn � f / � I m / / I 8"STUB W SHEER(GATE e. `, `. .�; Q " Pt i ' FOR MAINTENANCE DOIN \C - \`.}� I cD — - - - - - - - - - - - _l.}2.— 4"MIN.Z O0 —r-` — — — —I I 16"MAX _ r r Q ____ __ _ IRS..- .................... ttt---"' c __ _____ ___ _ _ _________ _ __ _ ___ ____ _ ._._._._._ __ _ __ ___ ;. C O.a MIN. ++ r r AC ESS I / i t ,�,.. _ i ACCE S E W,� / I t , I I ' - STATIC WATER SURFACE p _ pR _ _ r r I CE�L/21 ' L., I 4 W'ID SEn%n1'IONS I CELL/3 I I QUITLOW t, f 4 - .EL=235.00 r N i STR CTURE�. tl FIRE NYD T _..., �.. ._.236 y SUPPORT „ r 3"%0.090 GAG -- --- - - ... _ - 36 0 CMP X 2 BAFFLE ANCHORED TO____ ......_ GAGEEEDTO .............. BRACKET A . ! r CONCRETEW ALL C Blt (MAX. VERTICAL SPACING) 0 I , CB/B18 I - 1 I - W HANDHOLES,STEPS OR \ a. r I i i QELL�1 I/ LADDER SEE KCRS !` DWG. 2-006 , i -- [7y 2.25' MIN. 3 ' ' ` A CE55 ' t t AC ESS t .� t t - t - _. _._._._. _._._.._.___._ _ __._..__ .___._.__. _._..........� I---...�I � 18 CMP � 18"PVC W a 6"PERFORATED' \i Z _ OUTLET ~ - 1 t \ : t 1 }...T I �.DEAD STORAGE EL=229_00 t y { PVC FOOLING DRAIN t t - _. PIPE COUPLING ADAPTOR 1 II 0, g � +— SS MH 5 a '. ft ,t _.._. ... ._-. 8"SHEAR GATE W CONTROL _ a ROAD H I ROD FOR CLEANOUT/DRAIN t \I t t t (ROD BENT AS REQUIRED ' FOR VERTICAL ALIGNMENT i I WITH COVER)SEE KCRS SOLID END PLATE v t1 oa v ,1 t 4 - a v ` a wT \ a \..Bit2.. I DWG. 2-026 — a V -- `------ °^- --- ^i OUTFLOW STRUCTURE(SECTION VIEW) t i � o "" 250..... .... __..._.. ......_. _._..... ........ . ....... .,._ _._.._. __... 50 25 250 WETVAULT VOLUME REQUIRED=15,707 C.F. X 1.5= 23,560 C.F. WENAULT VOLUME PROVIDED=23,670 C.F. -T :. WETVAULT SURFACE AREA REQUIRED- 3,470 S.F. - � ... SECTION WETVAULT SURFACE AREA PROVIDED-3,960 S.F. EXISTING GRADE Al SEC ON .. EXISTING GRADE O SECTION : 24'ROUND SOLIQ:LOCKINC LID:: �n 245 ... .... ..... _. MARKED"ORNN" \ ._ __ _ ..... 245 245 p 245 :: :. PROPOSED GRADE O SOUTH AT OSECT ONG _ �: 0 VAULT I. ., 6 .. .. -. .. .. ... : 44-MANHOLE SECTION .. .. • ... _ EE .:. .. .. ,` 24 ROUND SOLID:LOCKING ... .... .. ... ..... ..BETWEEN TOP OF VAULT. .. ... .: ��. 11D MARKED-DRNN.. ... .... .. 240 _.:. AND..FINISH GRADE. .. .;.:. ..,.. ... ��\. 40 24 240 a TOP EL-237.00. 2 0 a .. . _ _ 235....... _.... _.-—,,.... _—.___ _.-- _ - _ _....:__ .__�l STATIC..WATER SIIRFACE..EL=235:00 _... ^ ' STATIC WATER SURFACE EL 235.OD • -�.- .__._ .. ... �/ -_ ... .. ...TOP-OF EL — ::: : BOTTOM OF LID--_.. ... 235 2 a,� ... 235 35 4' / 3„X 6' EL 236 00 ._ ., OPENING BAFFLE JNALL 65 5' - :: _ 65 5 - VAULT DEVE ROGER NIX H A 230 . . .. .... ._. _. .r i' _ .. .. rir;:,/- 230 .. _ EOT208 OF 230 PAGEANTRY COMMUNITIES G u .SZ DEAD STORAGE:EI-229.00.:_ _ --. _ :a >Y$. /" '. .::: -_.._. 2936 KENNEW'ICK PLACE N.E. RE 5)2 WA 98056 VA L ) ... 00 : f 425)235-01394 FAX W • .• IE 229. - 8"z12'-LONG STUB PIPE BOTTOM OF VAULT EL=228.0 - - - : : : : - - FNnuFFR: o V SEDIMENT STORAGE ' .. W/8'SHEAR GATE FOR: :. : .. ... ,:. ., -- 225 _ _. _. .. _. .......:. _... .. �[ � �� IE�--229.00 CE 225 225 225 18215 72ND AVENUE SOUTH NG Qy Z W/SHEAR GATE ROD SECTION A-A SECTION B-B (2r5)25A-62222 `T7A'G ENG%o p ATTACHED TO LADDER rn (425)251-8782 FAX 1"=10' 1"=10' Nc� NOTES 1"=s 1"=5' CITY OF RENTON V• 1. VAULT TO BE DESIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER �� nEPARTMENT OF PUBLIC WORKS 2. ALL METAL PARTS TO BE CORROSION RESISTANT. STEEL PARTS GALVANIZED AND '( 3• ARMS ASPHALT COATED(TREATMENT 1 OR BETTER) Y"��l lASyrT� STORM DRAINAGE WETVAULT NO.1 O 3. WATER STOP TO BE PROVIDED AT ALL CAST IN PLACE CONSTRUCTION JOINTS. G\ - Z PRE CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. Kensington Crest Condominiums 26016�� h OESIONEO MTS._. DATE ___.. FLE NO. c � Ff C/SiER \0 DRAwN oww _._.. J / S'0NAL EWt' CHECKED RJA. SCALE AS SHOWN W FELD BOOKK PAIGE_ EXPIRES 2 5 02 APPNOY® „,,:�u<�rs. - SKEET 18- OF 20 U m 11, f F'RO.1\/43'JFAI AN,FkII n: 14':CM`..DWC Gala/Tune:03/06/2000 16.26 5t:o1e: 1-10 d„n X,,t, Z743' B,Z7432 S.Z7432-T,Z743_-C. i � d - I a Cn � Q-. O /i, _-CB)1A3. i ` ,_ ,: ••. T - - _• _------'_._.-.-...-._..._...-...-.-...--...-.-... 8'0 12'LQNGSRIB..P.1PE W/8' rO� ` Z �\ ----•X SLOPE-.-,-. SHEAR GATE FOR MAINTEIDMCE--0RNtt- i i \ I v . IE EDGE OF 40 - - - -__________2Q¢�W/ HEM GATE ATTACHED 70 LADDER ' - - 92 . :. __ - NEW GUARDRAIL -__- - - - _ __ - - / t mowi Co 3 U N 8W V ci is \'� \-_ A 6 - ACCESS p _ A T l I .1/ SS MH/z u/1 CE1,IL 1x CELL'�3 ' o — 01{TFLOW STRUCTURE G J c \ 1 tN , ACCESS _ �� ACCESI O 12-LONG STUB PIPE-W/e' 8`PERFORATED PVC FOOTING I / (Q I i I \ EA GATE FOR MANIENANCE DRNN GI 1 DRAN ON TOP OF F OTIN .. A. EAR GATE ATTACHED T( UDDER / l i �. 218 ,li I ) B I__. TO CB#PVC / I. GFF-214.0 I I i \� / FRAME,GRATE,&SOLID COVER -. ✓'O 3 ___-_ - I. FF=223.0 GFF-211.0 FF=223-21.0 - GFF-211.0 / MARKED DRAIN'WITH LOCKING 1 / I FF-223.0 ( I FF=221 \ / BOLTS.SEE NOTE 9&KCRS / \\ / DWGS.ELEVA O 022 O 2-023. I I N= 7.0 E� 1—I rW� a i W 220 I I h I / 0 4"MIN. v ,V� s h ry 16"MAX 'o Co c C FI o v a .:, STATIC WATER SURFACE d � •'• WETVAULT VOLUME REQUIRED-7,021 C.F.X 1.5= 10.531 C.F. EL=206.00 WENAULT VOLUME PROVIDED=10,800 C.F. WETVAULT SURFACE AREA REQUIRED 1.645 S.F. 5� WENAULT SURFACE AREA PROVIDED 1,800 S.F. FF=223,0 \\, / i/ / 9p BRACKET ANCHORED TO r - 36"0 CMP X 2' BAFFLE 3'X 0.090 CAGE SUPPORT o CONCRETE WALL. -- (MAX. 3 VERTICAL SPACING) HANDHOLES, STEPS OR-_. LADDER SEE KCRS 1• - 31 DWG.2-GO6 `z< B�"g 2.25'MIN. L �sx u L yg:., 215 _._. ....._. _. .._... .._. ...215 215.. _... ._. .__.215 .. y 24 ROUND SOOD 40CKINGalO �� 'a '^ MARKED'DRAIN' EXISTING GRADE.O.5EOTIbfl :- - - EXISTING GRADE-O SECTION 18"CMP ( 18"PVC 8. !: ... ..: N. O 24"ROUND SOLID LOKING LID ' PROPOSED GRADE ONORTM MARKED"DRAT" ROPOSED GRADE O SECTI N \� OUTLET za �� J -- DEAD STORAGE EL=200.00 EDGE OF VAULT .:: GFF-211.0 GUARD RAIL _ g• .. .... ..... ...ow .. _.._ ,. ..1210 0.5' 00 LING 210 ... _... ......... __.. :.._ ._. _._. 210 210.. IE=200. PIPE COUP - .. .... -. .. .. .... .. ... ... -�_,_l " ADAPTOR 48'MANHOLE SECTION .::BETWEEN TOP TOP OF VAULT ,+ .. TO NDA IONIA S INFLUENCE `—'�- AND FINISH GRADE. - .:: LINE ON UNDISTURBED ..... 8'SHEAR GATE W/CONTROL :. STATIC SOIL .. _. OD FOR CLEANOUT/DRAT } — :,z-- __. __ _. - __ _ r __ ..-_ SOLID END PLATE ATIC WATER SURFACE FL 20600 :36'0 X 2'BAFFLE •Z R N r p - :} (ROD BENT AS REQUIRED n 205 -- 1' TOP OF-WALL£L=205.00— --' _- - -'- !.205 205 - `\ - 205 \ FOR VERTICAL ALIGNMENT _ BOTTOM OF LID - `-STATfC+HATER-SURFACE \ WITH COVER)SEE KCRS ---BAFFLE:WALL :. 00 BAFFLE WALL. EL=20700 CELL�13 -:� .. -_ _ DWG. 2-026 b - 18"RISER AND o a 10 .. 40, _ b, _ OUTLET:PIPE ✓ .. P EL 206. OUTFLOW STRUCTURE(SECTION VIEW) CE1E N.-! ..: CELL/2 I--*- -STORAGE w rEL�200.00 \ zw _-- ---_.__. __ —_ �_DEAD sroRAGE EL=zoo.00 C _ zoo xoD L zoo `� o ... .. .... _. r .__ IE-200.00 Q\ / .. EXCAVATE t:t FOR VAULT CONSTRUCTION -8`:X 12`LONG STUB .. AND PROVIDE SHORING AS NECESSAM TO 1• FOOTING DRAIN - PIPE W 8'SHEAR GATE BOTTOM OF VAULT EL=19900 AVOID DISTURBING 40R SLOPES TO NORTH \\ FOR MAINTENANCE DRAIN - - DEVELOPER: 195 ..:....: .... :W%EAR GATE ROD ATTACHED:.. ....... :....:. ...... ... : 195 195 ... 195 ROGER NIX 14/� TO °°� SECTION A-A SECTION B-B PAGEANTRY WICK COMMUNITIES �H~� RENT N,WA 80 PLACE N.E. 1"=1O ((425))) 235-074456 1"-5 (425)235-1394 FAX ENGINEER' p _ 18215 72ND AVENUE SOUTH 1.1 w KENT.WA 98032 <7. 0Q' z (425)251-6222 7NG ENG1N� LD (425)251-8782 FAX CV of NOTES CITY OF RENTON � 1. VAULT TO BE DESIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER '}'O0 DEPARTMENT OF PUBLIC WORKS 2. ALL METAL PARTS TO AT CORROSION RESISTANT. STEEL PARTS GALVANIZED AND 3 ARM '. ASPHALT COATED(TREATMENT 1 OR BETTER) �'C W Sl of AS o STORM DRAINAGE WETVAULT NO. 2 O 3. WATER STOP TO BE PROVIDED AT ALL CAST IN PLACE CONSTRUCTION JOINTS. O Z Z PRE CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. f' Kensington Crest Condominiums In DEsoNd MTS 0) OF'9F�1 S°tC��O'l`4� 11ECKED RWA DCTEE 1.-ZO RLE NO. w . FIED 800K PACE EXPIRES 2 5/02 APPROVED - sll� 19 OF 20 m pie:P_\SDSKPFJJ\743"L\EII(SINEERiN.",7452-;MO.DWG Dote/1'mc: 03;06/2000 16.35 Scale. 1=10 do- X,cfs. Z743-'B,Z74:,_ 5.'_7i3Z-TZ74 '_-L, I-_ '24 1-7/8-PIPE FRAME 3*POST 3"POST U I -Es 24 a- U) �"-KNOX PADLOCK a_ _j (PE-3) wAS NEC-TO 14 IND E" GA,4 z -IF F IIF FF---I E, L 0 CEMEN z GATE TO BE ALL POWDER (TYP T CONCRETE EMERGENCY ACCESS COATED BLACK. T 0 6 Ir GATE DETAIL _j 6 G—RU,FOR DMNS 2 0 NOT TO SCALE z U) NOTES: xErwAr -FORAT .PTE YN? 1.SEE SEC 5.01. 2.WSDOT/APWA 9-03.12(41. *14 01- 3.CHAIN LINK FENCE,TYPE NO.4(WSOOI STANDARD)OR HANDRAIL REQUIRED WHEN ROCKERY HEIGHT IS 3'OR GREATER. 4.CAP SHALL BE CONCRETE CLASS 3000, 0 0 -0 5.FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. >.4 El #NDS 1210 12'02 6.FOR ROCKERY HEIGHTS EXCEEDING 4'.SEE OWG.NO.5-007, � � ;.GRATE. GREY ONDS 2 0S 12*xl GRATE, SAND 7.TRAFFIC BARRIERS MAY BE REQUIRED ON ROADS WITH SPEED O_ #NDS 1211 12'.12*GRATE, BLACK LIMITS OF 40 MPH OR GREATER,WHERE HEIGHTS EXCEED 6'. #NDS 1212 12"fl2*GRATE, GREEN SEE CHAPTER 7 OF THE WSOOT DESIGN MANUAL. FOR USE AT BUILDINGS 12"x12'GRATE FITS ALL CATCH BASINS,EXTENSIONS&ADAPTERS Dip E #NDS 1218 12'EXTENSION KING CIOUNTY PUBM WOWS DWG. PROVIDE: #NDS 1216 6-EXTENSION c AS REQUIRED. KING COUNTY,WASHINGTON ROCK FACING UNDER SIDEWALK 5-006 NO. o. #NOS 1213 12"X12*CATCHBASIN,SINGLE OUTLET #NOS 1214 12*x12"CATCH BASIN, DOUBLE OUTLET 6"SD COUPLING SIZE,SINGLE OUTLET ACCOMODATES NOS 1212, 1211 OR 1210. 2"I1 2"GRATE AREA- 14"WITH 11"SQUARE BOTTOM. 2/4"SQUARE BOTTOM WITH 3"AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA, ADAPTABLE UP TO 8"PIPE OR DOWN TO 3"OR 4"PIPE. 6"SD COUPLING SIZE,DOUBLE OUTLET ACCOMODATES NOS 1212, 1211 OR 1210. 12"02"GRATE AREA- 14"HIGH WITH ll"SQUARE BOTTOM. 121/4"SQUARE TOP WITH 3'AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8*PIPE OR DOWN TO 3"TO 4"PIPE USING ADAPTER#643. YARD DRAIN DETAIL NOT TO SCALE 9' 6*MIN 17 M 7 / DEVELOPER: ASFIIAll ROGER NIX GHAQ PAGEANTRY COMMUNITIES 2936 KENNEWICK PEACE N.E. EXTRUDED CONCRETE CURB DETAIL RENTON.WA 98056 425) 235-0744 NOT TO SCALE W5)235-1394 FAX ENGINEER 0 21 1 215 72ND AVENUE SOUTH z KENT,WA 98032 0 (425)251-6222 (425)251-8782 FAX cli CITY OF RENTON E>E=_IAR_IME=NT 12)F= F'UE3L-lc-- WORKS I WAS1#1, STANDARD NOTES AND DETAILS 0 z Kensington Crest Condominiums M 01, 1,��p M266 DESIGNM 0 S t DRAWN FILE NO (3 'OAT L 't, NOTED 91ELDBOM PAGE LlJ z -PROVED sH,, 20 G� 20 M F.1, P:\SDSPPRCJ\743i\EN(,ItIEEPIIJC,\743-'-D^DWG D.te/Tw 03/06/2000 16:4" cale: 1=10 d— f, Z/4,," B.