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HomeMy WebLinkAbout03D17260 CITY OF AUBURN GENERAL NOTES 0 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE /N ACCORDANCE WITH THE APPROVED PLANS ANY CHANGES FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF 7RANSPORTA7701V (WSDOT) STANDARD SPECIf7CA710NS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LA7 EST ED/770N), EXCEPT WHERE SUPL/MEN7ED OR MODIFIED BY THE Cl7YS PROJECT SPECIF7CA77OIYS MANUAL, AND 7HE C/TY'S STANDARD CONS7RUCT70N DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB 97E DURING CONSTRUC770N. J. A PRE-CONS77?UC77ON MEETING SHALL BE REQUIRED PRIOR TO 7HE START OF ALL CONSTRUC770N. CONTACT 774E PUBLIC WORKS DEPARTMENT AT (253) 931-3010 TO SCHEDULE A MEETING 4. LOCA7701VS SHOWN FOR EXIS77NG U77LI77ES ARE APPROXIMATE 7HE CONTRACTOR /S CAU77ONED THAT OVERHEAD U77LITY LINES MAT NOT BE SHOWN ON 7HE DRAWINGS IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO DETERMINE 7HE TRUE ELEVATIONS AND LOCA77ONS OF ALL UNDERGROUND U77LI77ES AND 774E EX7FNT OF ANY HAZARD CREATED BY OVERHEAD U77LITY LINES IDENTIFICAT70NS, LOCA7101V MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACIL171ES OR UTILITIES, IS GOVERNED BY 7HE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCIV). PRIOR TO STAR77NG CONSTRUCRON, 7HE CONTRACTOR SHALL CALL ONE -CALL 1-800-424-5555) FOR U77LITY LOCA7701VS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, 7ELEPHONE AND 7ELEWS/ON). 5. PRIOR TO 774E START OF CONSTRUCTION A PROPOSED ROUTF AND SCHEDULE FOR HAULING MATERIAL To 774E S/7F SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF 7HE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT 774E STREET NETWORK, HAULING MAY BE LIM17ED TO APPROPRIATE OFF-PEAK HOURS OR AL7ERNA7F ROU7ES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND 774/S PROJECT. PRIOR TO 774E START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MA/N7ENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND 7HE/R SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED Wl774 THEM. Z ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER 774E DIREC7701V OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL L ENGINEER. 8. CER77F/ED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO 7HE C/TYS 'RECORD CONSTRUCTION DOCUMENT' HANDOUT. PROPOSED 777177W XM AND WATER BOUNDARY Cr=M ROCKERY LOT LINE MAILBOX RIGHT—OF—WAY CURB RAMP GUTTER, FLOW, & CURB LINE ������ NA77VE GROWTH PRO7FC77ON — CENTER LINE EASEMENT (NGPE) EASEMENT ® BARRICADE — — — — — — — BUILDING SE70ACK LINE (BSBL) SEWER MAIN SEWER MANHOLE SEWER SERVICE • SEWER CLEANOUT STORM DRAIN PIPE % CATCH BASIN, TYPE/ --------- --- ROOF & F0077NG DRAIN ' CATCH BASIN, TYPE ll •' -------------- ROCKERY DRAIN WATER MAIN (BY OTHERS) STORM CLEANOUT —300— N 10' EXIS77NG CONTOURS ❑ EXIS77NG GRAVEL ---302------•-------- 2' EXIS77NG CONTOURS FENCE � • • • —�► SWALE OR DITCH ❑ EXIS77NG ASPHAL T — - - - — EDGE OF WETLAND .................... BUFFER LINE F-1 PROPOSED ASPHALT PAVEMENT DAYLIGHT LINE PROPOSED SIDEWALK f WETLAND EXIS77NG FEA 77JRES 'Y SD EXIS77NG STORM DRAIN PIPE C-- EXIS77NG GUY ANCHOR — —SS EXIS77NG SEWER MAIN EB EXIS77NG WATER METER w EXIS77NG WATER MAIN ,Q EXIS77NG FIRE HYDRANT — — PO EXISTING POWER LINE UGP— — EXISTING UNDERGROUND POWER LINE EXISTING AIR/VAC RELEASE VALVE G — — EXIS77NG GAS MAIN 0— EXIS77NG BLOW OFF — TL— EXIS77NG TELEPHONE LINE N EXIS77NG GATE VALVE ❑ EXIS77NG CATCH BASIN, TYPE i O EXIS77NG CATCH BASIN, TYPE ll O EXIS77NG SEWER MANHOLE -0- EXIS77NG POWER POLE NW 1/4, SE 1/4, SEC. ILI 4, TWP 21N., ir RGE 5E, W.M. SANITARY SEWER PLANS ......,m< ...,,,,,„,.a ..,,......n.., ..,y,,,, _ V/ � � `� Y M ►f / I N i I � A• I / 'i i �� 1 � 1 # M f � � F �+.I S I I I \I 1 \I \I ►— • I �- I I i \� 1 1/ //�/ / ;-�•9 'III / M4 M \i 11 £ i . 4„ \ �/ \ ....,.•...w.,, , x..,,,....,., ...,,,::. . « „..........:.3. . „..... -- TRACT B2 Qr7riPg-A nnAi UTILITY PURVEYORS WATER. WATER DISTRICT NI SEWER: CITY OF AUBURN POWER. PUGET SOUND ENERGY TELEPHONE. QWEST CABLEWS/OAS A T&T GAS. WASHINGTON NA TURAL GAS SCHOOL DISTRICT.• AUBURN SCHOOL DISTRICT FIRE DISTRICT: DISTRICT 44 SITE INFORMATION OWNER: ERIK MAR77NSON 16615 125TH SE RENT ON, WA 98058 425-821-8448 DEVELOPER: PREPARED BY: EXISTING ZONING. - TOTAL SITE AREA: NET AREA: PROPOSED LAND USE. - PROPOSED NAkVER OF LOTS: PROPOSED DWELLING UNITS: PROPOSED NET DENSITY: VINTAGE HILLS 6, LLC CIO CRAIG SEARS 7947 1597H PL. NE SUI7E 102 BELLEVUE WA 98004 425-869-1300 TRIAD ASSOCIATES 11814 115TH AVE NE KIRKLAND WA 98034 425-821-8448 BRUCE KNOWL TON SITE AND ADJACENT ZONING R-6 (PER NORTH AREA COMPREHENSIVE PLAN) 5,184, 693 SF 119.024 ACRES J,221,288 SF 73.951 ACRES (R-4 ZONE) 416.948 SF 9.572 ACRES (LOS ZONE) SINGLE FAMILY A TTACHED AND DETACHED 53 53 DWELLING UNITS 4.83 DWELLING UNITS PER ACRE SCALE: 1 " = 100' 0 50 100 200 "OT�—M" LEGAL DESCRIPTION 7HE NORTH HALF OF 7HE NORTHWEST QUARTER OF 7HE SOU7HEAST QUARTER OF SEC77OIV 4, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON, EXCEPT THE SOUTH 165 FEET ]HEREOF; AND EXCEPT 774E WEST 30 FEET 774EREOF. PARCEL,/ 042105-9011-04 BASIS OF BEARING HELD BEARING OF NORTH 01 J8'08" EAST BETWEEN 7HE MONUMEN75 FOUND AT 774E SOU7H AND NORTH QUARTER CORNERS OF SEC77O N 4, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. PER 7HE COORDINATES FOR THESE POINTS FOUND IN THE KING COUNTY SURVEY MONUMENT DATA BASE (POINT NUMBERS 7128 AND 5928 RESPEC71VELY) BENCHMARK AND DATUM DATUM: NA VD 88 BENCHMARKS ORIGINAL BENCH MARK TEM "A" TOP MOST WES7ERLY NUT OF THE NOR7N FACE OF 774E N0R7HWEST CORNER OF HIGH 7E7NS/ON POWER TOWER. ELEVA 7701V = 455.54 TBM 'B" TOP NUT OF MOST SOUTHEAST LEG OF THE MOST SOUTHEAST POWER TOWER. TOP NUT ON S0U7H SIDE OF SOUTHEAST LEG. ELEVA77ON — 48Z67 SHEET IND$X 1 COVER SHEET 2-10 SANITARY SEWER PLANS AND PROFILES 11 COMPOSITE UTILITY PLAN THESE PLANS ARE "AS -BUILT AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 3110Y03 n I/ / i WILLIAM SHUPE HOLMBERG PLS PP ft0 1� • � w Z �9 y ar 113312 rrms N / 36/0 VICINITY MAP NOT TO SCALE LOCAT ION OF EXIS77NG UTILITIES SHOWN IS APPROXIMA 7E AND MA Y NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RELD VERIFY LOCATION OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. YOU MUST CALL 1-800-424-5555 NOT LESS 774AN 48 HOURS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCA7E0. FAILURE TO DO SO COULD MEAN BEARIIO SUBSTAN77AL REPAIR COSTS (UP TO 7HRE€ 177MES 774E COST OF REPAIRS TO 774E SERVICE.) Record Drawing Cert/f7cation These drawings conform to the Contractor's construction records. By. Date: 2--7 Title/position gt-L 1114FWI Confirmed by City PROJECT REF- FA CO2— 0010% These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. D-- v Date Approved: W C20 It T41j'DAS � AATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821-3481 fax 800.488-0756 toll free www.triadassoc.com 61 Z it Qk e 6 'K e i3 14 a a � c ± Q z DONALD d HILL. PE PROJECT MANAGER ROBERT E. WALLIA PLS PROJECT SURVEYOR MARK A REEVES. PE PROJECT ENGINEER KEWN O 1HOMASr RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 5111102 SCALE: 110116.: N/A VW.: 1 "= 100' EXPIRES: 4/26/03 S V � STAMP NOT VALID N UNLESS SIGNED AND DATED M 0 JOB NO. ®p_ 335 SST NO. 'OF 11 A (C) 2002 TRIAD ASSOCIATES LA4 030172.4 NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. Q tl I � 9 i Eqq gg �s \ Fl4l T +7 . 1 ROAD A \\ \� I T 1 +00.00 ROAD = 13+675t1 ROADS 11 +90. 29 124 TH A W SE— `1 \ ` 2+65.M 2.`57 RT 77, 4, 40, ` \ \ .. -. a �. r, . . .. .. : 4. —, Y I � SEE DETA14 FOR VERTICAL BEND, SHEET 10. I t I I I nx n I 16 *17 * SEE DETAIL FOR VERTICAL BEND, SHEET 10. 4`< ?e SCALE: 1 " = 20' 0 10 20 40 NOTE.• PROVIDE SIDE SEWER NOTE: ALL SIDE SEWERS PVC CLEAN OUT PER C.O.A. STD. I UNLESS OTHERWISE NO DETAIL SEWER— 02 N01E,• PROPOSED WATER MAIN TO BE DESIGNED BY R07H HILL ENGINEERING PARTNERS INC. y 5 ��••~� 1 � G " � � g __ _ s 4?� �..�..v,.m..�..,�..�..,�......n, � _ M�...�,�.,�� .. � �.,..,��...d.,.�,.d,,,,n,:,mn,..,...�...,.,.....,d,,,,,.�d,,,�d�,,,,n,,,,,,,,,,,,,,�.,�.,,...�.�,,,,,v„u,�,,,�,n„� ,� .zd�..�„a, .�.�,,,,�„n,.�, ,�«,,,,.:,,,.�„nn,,,n,,,,m,:,n,,,:.,,:,,.:..:�., „n,,,,,, �..,, � .� 470 HELAN A =,. ,, �, ,,,,,,,,,� ��,�,n..:,., m, ,n„E AND THE INFORMATION HOWN ACCURATELY REFLECTS EXISTING ` S5 FIELD CONDITIONS AS OF THIS 1 i � k pAT .3J nay c>� " ,, W{LLWN SHUP OL B G 113t O i pp e Na 7 _ �p --------------f--- 460 T,,,, 7,,,,,,,,,,,,.,,��,,,.,,,,,,.,..,,,.,,,,, ,,a� �,n nH a — —460 g h PROPOSED FINISH Q CO GRADE 0 C TYP Q Q EXI' 7TNG GROUND �, ,. .► 'n — — — € + 5- ary OF T CtJMA WATER 7RANSM/SSl (BY OTHERS) eO,1 FV.p �� yN —_ ----_—— — — — — — — — — ---- ----- ---qqq C14 450 p +,,, + 2 a, c "" "' •.., ,....•. ,-,,,,,,,,,..,.,.,,,A..�a, �„•,,,,.,,,.,,,mm,,,,,,,,,,,,,�,,,,,,,,w,.,,,,,,,,,,,,,,,,,,,,,,,..,,,,..,,,,.r„�,�,%,,,.�,,,,,,,,,,,,,,,,,, ,,.,,,,.,,..,.,,...,,,•.•,.,,.,,.�,n.,,,.,,,, ..,,,,....�,�,W,,,,,,.,,,,,,., ,,,,,,,,.,,,,.,,,,,,,.�.�,_,,, ,,,,,,,,.�,.m,,,,,,,, � „�,,,u,.,,,,,,,.,..,,,,,,.,,,,M ,,.�;,,,,,,,,,,,,,p,W,,.Y�f.,, ... ,,,- �,,,,,.,,,,,.,, .,,,,,m,� ,,,,,�,,,,n,,,, °,,,,,,,,.,,,,,,,u,,,,,„m�„�,,,,,,,,,,,�,,,•,,,,,,,,,,� ,,,,,,,,,,,,,, ,,,,,:,.,,,,,,,,,,,,,,,,,,� ,,,,,,,,,�,,... ,,,,,,,,,,,,w,,,,,,,,,, ,, .� �- 10 pYTA COMA WATER 5' DIAMETER _ RIM 43 �}-57 S PENDING REVISIOW IN THIS AREA 4xi @ 3' MIN. COVER — _ — , — — — I , STA ' 8' lE 449-.55( OUT—W) y / TYP . — _ — 6 IE LO& 16 449 I 44 p 440 i g M _ STA 78.11 — 6 AE 442 86 t 5 PROFILC SCALE - _ — — — — — — — — — — _ ' _ 1 „ 20' HOR/Z4NTAL ,�,.-,,,,,,-..,,-,,,,,,,---- .,�,.:,,,,,Mr.,,:,,, „ m„ „� v — _ — V�'`R �I CAL , 1 — ' 8I'NlE 4 (INS.20 E) 43 9, `15 ROAD A STA +Y1M 8' lE 446 95 (OUT--*) sI.39.9® LOCAL RESIDEN77AL — (AUBURN) URBAN SUBCOLLECTQR — (KING COUNTY) 1#01 2+00 3+00 4+00 5+00 6+00 040 or 14 NO7E. LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPIC77ON OF THIS PROPOSED SUBO/VIS/ON AND FINAL SURLY CALCULA77ONS HAVE NOT BEEN PREPARED FOR 774ESE LINES. FINAL SURVEY CALCULA 770NS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U 7ILI 77ES THAT RELY UPON THE POST 77ON OF 774ESE LINES. CACA LO77ON OF EX/S77NG U77L/77ES SHOWN /S APPROX/MA 7E AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. I T IS 774E CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 7701V OF U77LI77ES PR/OR TO PROCEEDING Wl7H CONS7RUC770N. NO7E.• YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS (UP TO 774REE TIMES 774E COST OF REPAIRS TO THE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. WAd� Alp& Date. T h/e/position _ 14L. Confirmed by City PROJECT REF • FACO2-0010 !(Ik* These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved.• TRIAD AS96CIATE3 11814 115th Ave_ NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free uwvw.triadassoc.rom 1 2 O 2 Z V) j Q 0 V w Q MI. I IV DONALD IA HLL, PE PROJECT MANAGER ROiBERT E WALLM PLS PROJECT SURVEYOR MARK A. REEVES, PE PROJECT ENGINEER K£WN C. THOIII/AS RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: a/l 1/02 SCALE: HM.: 1'=20' M.:1 =5' EXPIRES: 4/26/03 FJ l &I72 STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. 00-335 2 2cc oa SHBP N0. 0 1 1 5 52 M Q 2002 TRIAD ASSOCIATES 03 D 17.14 NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. TRLAD ASSOCIATES LX. _10C; t y ------57T=— 47B_—SD----? ----SS�----SS-----SS- r-4 78,�„.,N,..,,�N,N. — a __QV SPEED 35 MPH % g PE ` � - _ 0l LTC C ELEV. + 0.22 x�---- —,,,, -„ THESE PLANS ARE AS BUIL � s � ^ O N AND THE INFORMATION SH WN 5 � ACCURATELY REFLECTS EXISTING W ' N � FIELD CONDITIONS AS OF TIlIS '��'rti� ll D FINISH .. -� rrP Q 5 NN.N m „ .,.,_.., r ... �,�,,,_,..,.mm.�,,.,.�,,,,..,,,,,�,,,,,,,�,,,�„„��,...,.,,,,,..,,,,�..,,,...,...,,n....,�...,..a.,Mn.,,,,,.,,.,,,m�.m,,,,,,,,�,,,,,,,,,.,...ri,,,,,,��,,,,u,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,.,,,,,,,,� ,�,,,,.,,,.,,,,,a„�,,,,.�,,,m.,,.,,,,,,,,.n�,,,,,,�,,,,,,,,,,,,,,M,...�,.�..,,,.d 5X/S71NG GROUND.. 1►1,J11,It SHUPE 13 TYP — i £ 55 5 VERIFY DEPTH OF y o € N. Tp WATER PR STRUC ON t�M 1f 1 � �„�""� """""' y ,'.MIN. COV�'R y§4 G v • 6 �� S 5 5 —�. -- — — m. NNN ,.. ?� •......:...,,...............rnm,..,...rnv.»,a......,..,,....:. .,..., m..,...,.,,.,,,,..,.,,.. . , ,............... ... . . . .. .,,..,.......,.,....:v,,............,..,....n.m,.m,,,, ....................,,,..,...,,.,...,.....,:...,....._.,,.,,...,.,,., ...,..n, . ,Nee..,,,,,.,,...,..,,,.......,.,H,,,,.,,.,,,,,,,,,,,,...,,,,,,,,,.,..,,....,,...,,,,.,......,..,.......,,,,,,,.,,,,,,,..,...,.....,..,.,,,,,,...,..,.,,. ,.,..........,.. ,......,.., 5 470 _: N� N .,,,,,,N„e,N,N,e�NNN,,�,,, N.,.,,, N ,,N., NN ,,eN,eN, .n �N .,N m N .._.N... ,N,,, m,7 �,., _,� N N m N n NNNNN.N,.,,:,.ATER. „AN _ � N - �` , a" w ' s0to pp Q STA 13+3385414-90 — — RIM +�£B ¢7 7. 63 i IE +68-1� ouT—E ,,,N,NN,,,,,...NN........N,N,NN,,,N,,.,N ........:.........).........:: N �,,,.,,....,,,,N,. ...�N. NNN. "" Meee 468'bTA 1+40 6 /E 468.79 STA 1+25 REMOVE CAP AND _ — — — O CONNECT TO EX. . .. _ — — - m N N, NNN. H.. _NNeN N...e e.N N .,...,,N.N....NN N....................... N 460— N N .. __...... ..0 N. Nm. , ,.... mNNNN.N NNm...�.N....., ..N ......nN N..NN..N..eeeeNN N , �N �NN .,.—....N., N�n n_ N.N. NN...n...m.N... N N 8. P _ — — — N.,N N ."_ -- (TYP) _ r-- —" _ — --- -- — y 8" %EE !8q 'VC SsG� � 5 ...8. IE 46750t _ — STA 11+51.a1}!8� SSMH 414— 8 (FIELD VERIFY) E STA RIM 3 4 15 , 0 7 (CONTRACTOR TO MATCH — — — — J r 5 STA 1+36 IE �• �EW. ,,,Tl�¢6�,5�7 EXlST1NG SLOPE) �N,A °°�" ,- 6, lE 459.44 �� 4 .... .... .....NNN.N,NeNeN..eNN. .,...N„NNN,,:.,...>n.NN.N.,,NNNNN..N,..............,........................�.,,., eNNe... 0050 s / 1 1 N I ` o t59 j �N. STA 04-M N i 6 /E 456L 10 WN N R eeN, , ,STA.:,.-I-S#.,, N, STA 0+20 6 /E 45 1 sN 6 /E Mm�� eNe ' 6 /E 454. — _., , N NN , N. m N 450 �ISSUH .. 414—$6 414-87 RIM 46&2 44o b • t b 6 /E 453.70 NU AK,4 4 66.67 8" IE 4SA-20 (QUT--E) 4 3 .,j a 8" lE *53-39 (IN—EdW)453.07 a ; f ; 8" lE 453.29 (OUT—S) ¢5Z 77 PROFILE SCALE 5 3 1 "= 20' HORIZONTAL 1 "= 5' VERTICAL 5 t :::,,N.,N,_,,.�,,,,,,,,,N.,,N,N,,,,,,,,N,,,,,.,,...,�.N�„„�N,�...,,,,,,,, .�.�0 I ( ROAD A IlOCAL RES/DEN77AL—(AUBURN) URBAN SUBCOLLECTOR—(KING COUNTY) s Uri to s 0 N I � N h o V 10+00 11 +00 12+00 13+00 14+00 MA 470 .• 450 0 20' 0 10 20 40 NOTE. ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED ' NOTE' PROPOSED WATER MAIN TO BE ". DESIGNED BY R07H HILL ENGINEERING PARTNERS INC. NOTE. LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPIC77ON OF THIS ' PROPOSED SUBDIVISION AND FINAL SURVEY CALCULA77ONS HAVE NOT BEEN PREPARED FOR 7HESE LINES FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR 011 U77LI77ES 7HA T RELY UPON THE POS17701V OF 774ESE LINES E." CAL LO77ON OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA7101V OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCRON. NOTE' YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 770d1V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE 77MES THE COST OF REPAIRS TO 7HE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. Date. 3 fwe s 77tle/posltlon &_!g Confirmed by City PROJECT REF. FACO2-0010 &Ld Z.— These plans are approved for conformance with the City of Auburn's Engineering Division requirements. 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com 14V �l J Z Z 0 Z Z 0) Is bt�_ 41 O Z Q Z Q \1 FQ+• v, z� W w a ° a g 8 �1 m Q DONALD Ll HILL. PE PROJECT MANAGER ROBERT E WALUS. PL$ PROJECT SURVEYOR MARK A. REEVES PE PROJECT ENGINEER KEWN C. THOMAS; RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3111102 SCALE: HORTL.:1'=20' TM.:1"=5' EXPIRES.4/26/03 5///02 STAMP NOT VALID UNLESS SIGNED AND DATED M 00 Approved By. Date Approved.* %/0 Z ESI JOB N0. 00-335Fe 00 SHEET NO. 3 OF 11 M O 03 — NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. SCALE: 1" = W 0 10 20 40 NO7E.- ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED ................ NO7E.- PROPOSED WATER MAIN TO BE DESIGNED BY ROTH HILL ENGINEERING PARTNERS INC. NO M• L 0 T LINES SHOWN ON 77-IIS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBOMS101V AND FINAL SURVEY CAL CULA 7701VS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES THAT RELY UPON ME POSITION OF THESE LINES. CAUTION 0 LOCATION OF EXISTING UTILITIES SHOWN IS 00� APPROXIMA 7E AND MAY NOT BE A CCURA 7E OR ALL INCLUSIVE IT IS ME CON 7RA C TOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING W7H CONS7RUC770N. NOTE• YOU MUST CALL 1-800-424-5555 NOT LESS MAN 48 HOURS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U71LI77ES MAY BE LOCATED. FAILURE TO DO 50 COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. (UP TO THREE TIMES ME COST OF REPAIRS TO ME SERVICE). X..... . . . . . . ....... Record Drawing Certification These drawings conform to the Contractor's construction records. By dhAAS& Zkk Dote.':td3i Title/position &&4- 1"669 Confirmed by City PROJECT REF- FACO2-0010 9L 7hese plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. 40.�� Date Approved: 0 0z (C)2002 TRIAD ASSOCIATES TRIAD ASSOCIATES Jim 11814 115th AM. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com DONALD A ;e C- C zj ca :5 Iq PROJECT MANAGER ROBERT E: I PROJECT SUMM MARK A. REEVES, PE PROJECT ENGINEER KEWN C, THOMAS; RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 31iylo2 SCALE: HM.: 1 4�=20' TM.: 1=5' EXPIRES- 4/26/03 5111M STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 'n a. 00-335H 00 S= NO. 40F 1O 03 0 17;L C NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. .ET 7 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTINQ FIELD CONDITIONS AS OF THIS DATE: 3lfp.103 , i J WILLIAM SHUPE POINT EL ,::I,A €{s s z € LOW POINT STA = 12+07.58 f i � PW STA = 12+22.79 € � € I ' PW ELEV = 459.73 � 50.00' VC € 100. VC s I�r s ADo c _ _ r € Jh/ POINT E 'V 460.03 i co 470 ao Q PW STA 1+47.79 ^ o g g PVT ELEV 460.29 i Q s o � I + N + 4. 62 m QO ++ 'tea U � A A A r 1'V EXISTING GROUND... :i(... . m a TYP CS PROPOSED FINISH 4 co € GRADE 0 C TtP QO of £ of ( I — 5x € IWO..::.:::::... _ _ } ��/�. — — — ` X MIN. COVER I _— -- -- --- -- 8 WATERAIANV_ Q __ 8" TEE .......... € STA 12+77.26 STA 11 +24.56 I Ssg-93✓ L w..�................m.............,....,........w.,....,.,......,„........�:„.....,.•o..,w. s«.......�.................,.,,..w.................:.....,......,. � .,.................::.................... ......... «..�..m.........::.«.:...................�,.......:... �p..�� .....,«........................,......:..,...............:.::...:. .....,..,w:.,.......o.,...o-„.....,,,..,........,.....,.,.:.:..:....:..:..:..:..::..:....:..:.... S«........,:,...:....:.::...::..::....:........,.,......w..,..,w�,:,,............................................. �«........,�,.......,.............m...........................� t -ff'-8" PVC S= STA 0+89 E STA 0+61 6 /E 451.24 5 sra 6 /E 450.19 € -08 € H 414-81 STA 0e r 5 6 I 45�-80 (oVclr-s) 7t 4 RIM 451338 458.39 s IE 44&48PROFIL SCALE s s I SSMH 414-80 1 '� 20' HORIZONTAL s € RIM 459.4$9. s 1 5' VER TI CAL 8 /E 4 .;Z 90 (#V—N&S) ¢47.78 8" lE 44;x-80 (TUT--W) 447. 58 € &ERNG GROUND PROPOSED FINISH GRADE ROAD CELEVE F A7)ON AT ¢ TYP ELEVATION AT ¢ (TYP) 0 0 OD 4) a of pi cJ O Qi CQ vci 10+00 11+00 12+00 13+00 470 �� r..' SCALE: 1 " = 20' 0 10 20 40 NOTE ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED NOTE. • PROPOSED WATER MAIN TO BE DESIGNED BY ROTH HILL ENGINEERING PARTNERS INC. NOTE.- LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY CALCULA 7701VS HAVE NOT BEEN PREPARED FOR THESE LINES FINAL SURVEY CALCULATIONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U71LI77ES THAT RELY UPON THE POS177ON OF 7HESE LINES. LCA UOCA 07 N OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCH 77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUC710N. NOTE. • YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 7701V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN71AL REPAIR COSTS (UP TO THREE TIMES 7HE COST OF REPAIRS TO THE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. Dote. Title/position Confirmed by City PROJECT REF • FACO2- 0010 :l g/® z-- �y These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Q Date Approved. • 91 ISA2 Q 2002 TRIAD ASSOCIATES1 TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com 11' 7 N < < < u 0 0 0 o -o 1= DONALD A HILL. PE PROJECT MANAGER ROIBERT E. WALL/S; PLS PROJECT SURVEYOR MARK A. REEVES, PE PROJECT ENGINEER KENN L~ THOMAS; RLA PROJ ECT LANDSCAPE ARCEITECT FIRST SUBMITTAL DATE: 31i ilw SCALE: HIM.: 1 "=20' VW.:1 "-5' EXPIRES 4/26/03� 51116,72 STAMP NOT VALID UNLESS SIGNED AND DATED O O JOB N0. O 4*335 01 00 S>IDEP NO. 50F 11 O NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. 0 EX. 24" SDI 8+ a95: MATH ROAD IMPROVEMEN — SD EX. 1$" SD SD- -, 7 77, r♦ - r- r+ ` 6 ; 1 ►. r♦ 1 r♦ r- r\ r\ I li Iraq-rrfi Y faii i r\ 1 1 • r- +FH 11 ^^ L- •1 LZ 40 L.F. 1E.447. 00 ►� !� I I N I 1 M I 1 ►� ►t ►- 1 I M 11�1 (j I f 1 1\•II •I •IV�•I 1 1•►�L.11111\/1 \1 r• 1 • T r.- T • T \ / • • 1 �� 1 (+ 1 11 1 ►- 1 L. /\ 1 \I 1 I I\ 1 1 11 11 \S I y, 6 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE:.3j 3 I it i . WILLIIIIIIM BHUP f,11 /1/ t t+W 12+00 9 470 SCALE: 1" = 20' 0 10 20 40 NOTE. ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED %f. // NOTE.• PROPOSED WATER MAIN TO BE DESIGNED BY ROTH HILL ENGINEERING PARTNERS INC. NOTE. • LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY CALCULA77ONS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES 7HA T RELY UPON 7HE POSI TION OF THESE LINES. , CAUTION LOCA 77ON OF EXISTING U71LI TIES SHOWN IS APPROXIMA TE AND MA Y NOT BE ACCURA TE OR ALL INCLUSIVE: IT IS 77-IE CONTRACTOR'S RESPONSIBILITY TO FlELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. • YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 710N WHERE ANY UNDERGROUND U77LI77ES MA Y BE LOCA TED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES 7HE COST OF REPAIRS TO 7HE SER NCE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. ADate: 31L214_ Tltle/positlon SWLL"&j5IllL Confirmed by City PROJECT REF- FACO2-0010 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. . k).gov� Date Approved: *Z&OP Q 2002 TRIAD ASSOCIA TRLAD A S S O C I A T E S 11814 115th Ave. NE 470 SCALE: 1" = 20' 0 10 20 40 NOTE. ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED %f. // NOTE.• PROPOSED WATER MAIN TO BE DESIGNED BY ROTH HILL ENGINEERING PARTNERS INC. NOTE. • LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY CALCULA77ONS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES 7HA T RELY UPON 7HE POSI TION OF THESE LINES. , CAUTION LOCA 77ON OF EXISTING U71LI TIES SHOWN IS APPROXIMA TE AND MA Y NOT BE ACCURA TE OR ALL INCLUSIVE: IT IS 77-IE CONTRACTOR'S RESPONSIBILITY TO FlELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTE. • YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 710N WHERE ANY UNDERGROUND U77LI77ES MA Y BE LOCA TED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES 7HE COST OF REPAIRS TO 7HE SER NCE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. ADate: 31L214_ Tltle/positlon SWLL"&j5IllL Confirmed by City PROJECT REF- FACO2-0010 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. . k).gov� Date Approved: *Z&OP Q 2002 TRIAD ASSOCIA TRLAD A S S O C I A T E S 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425,821-3481fox 800.488.0756 toll free www.triadassoc.com 0 Z 3 Ike 4 K < v a00 x 4. �-�� ZN 17 PRO R08ERT E WALUS, PLS PROJECT SURVEYOR MARK A. REEVES; P£ PROJECT ENGINEER KEVW C. THOAIAS; RLA PROJECT LANDSCAPE ARCffiTECT FIRST SUBMITTAL DATE: .s/i ilw SCALE: HOM.: 1'=20' Y9tt.:1 =5' EXPIRES 4/26/03 5111472 STAMP NOT VALID UNLESS SIGNED AND DATED LO 02 JOB N0. m RE in to 004643435RA 00 SM N0. Ln 16OF 11 INT 11+1J.00 ROAD B = 1+00.00 TRACT / (SEE SHEET 15'-8" PVC• NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. I I I I 0+61 28 L.F. 's 1+13 28 1+65 21 I I 1E 446.00 lE 450.00 lE 452.00 Ft. %; Ifill NNIMME 54 I 18 It' 446.00 I 26' PUBLIC WATER 11 SEWER AND PRIVATE ACCESS EASEMENT I � ' I 's I % I J Eki.#j ,.t 0 SCALE: 1" = 20' 0 10 20 40 NOTE.- ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED NOTE. PROPOSED WATER MAIN TO BE DESIGNED BY R07H HILL ENGINEERING PARTNERS INC. NOTE. LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPIC77ON OF 774/S PROPOSED SUBDIVISION AND FINAL SURVEY CALCULA 77ONS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA 77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77L/77ES 7HAT RELY UPON THE POSI77ON OF THESE LINES CAUTION LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS , APPROX/MA 7E AND MAY NOT BE ACCURA 7E ' OR ALL INCLUSIVE. IT /S THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI TIES PR/OR TO PROCEEDING WITH CONSTRUCTION. NOTE. • YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCA TED. FA/LURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE TIMES 7HE COST OF REPAIRS TO THE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. fJ By. �04&oiiw Date: 3 /fL7//5 T/tle/position Sud 0616 Confirmed by City PROJECT REF- FACO2-0010 8/S% z-- �-�► These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved: •� ®�. / A S S O C I A T E S 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.tnadassoc.com O Z co 3 j Q v MOO r .n Sri • i i .n io ���p \\ A n N to ," ZN M DONALD d HILL. PE PROJECT MANAGER — ---- ROB£RT E WALiS, PLS PROJECT SURVEYOR MARK A REEVE$ PE PROJECT ENGINEER KEVW C. 7MWA,% RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/11/02 SCALE: How: 1'=20' YEICf.:1 "=5' EXPIRES: 4/26/03 S 1 4�72 STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. 00-335 A 00 SBI'ET NO. TOF 11 0 C�3 D 7 6. W pi� ' c.:> 4 J 7 „f. 14 Q 2002 TRIAD ASSOCIATES NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. 'Kw 1NT 11+13.00 ROAD B = 14-00.00 TRACT l T 8 PROPOSED FINISH GRADE450 ♦ .� ....,,.,n.,..,,,,,,,,,am.,..r........,...,.,.,,,,,,,,,,,,,,,,,,,.,,.e.,,,,,,,,,,,,,,,a,,,.,,,,,,,,,,..,,,..,,,,,,,,,,,,,:,,,„� Cwn .... --- ---- ----:,,,,:,,n i y STING GROUND V sCIS / PROPOSED ROCKERY s j - TYP SSMH 414 -75 / RIM 448 of 44-9 • o7 ,.,,..,..8�,..fE...t36_Q6j7-(YN—NW)...437 4,7....,,.,.�,,,,,,, j 1 8" IE 438-1.7 (OUT—W) +37. 7 2 WA TER CROS �� v S'0.06311 8"IlE 43Z87:("V-s) ' 171' s g 41M APPRGXIMA TE 2 MIN. r s £ s s i ss 3 s � e ss, ' PROFILE SCALE � 1» , 2fl'....:l�ORl��f�IfTAA. RI 4t3— - 9 "= 5' VER ` 41S. 8 1 TICAL ' 8" IE 4R&B9 (IN—E) INSIDE DROP 4ZA .07 (C.D.A. STD. DET. SEWER-05) 3 3 1 510: IE *f&.- }5 (IN—N) 416.77 SSMH 413-15 - S +1H 414-75 10 /E 416.85 (OUT—S) 4! 6. S 7 0 = L�1J / SSMH 414-89 1+10.02, 5.19' LT 12 L.F. \% IE 464. /f I 15 L.F. IE 464.50 rA 78 L.F. lE 465.76 t i / r r s r r r rr r r pp 9& 6� r r r �r r r € fir �f! 37 PUBLIC SEKER da y r ' WA TER AND PR/ VA TE r ACCESS EASEMENT ,' 0+61 28 L.F. 3y IE 468.00 s Yr 9 38 y : H g y� r Y r -RESS/EGRESS IBLIC SANITARY EASEMENT NOTE.• PROVIDE SIDE SEWER CLEAN OUT PER C.O.A. STD. DETAIL SEWER-02 THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 34.,o /off WILLIAM SHUPE H0011111111119ft PES 11332 Stu iA A•"- w 0�_ wi ' ►133t } LAW 1=f�111Ei (� �IT 4D A E T G 1 +00 2+00 3+00 SCALE: 1 " = 20' 0 10 20 40 NOTE. ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED NOTE'.- PROPOSED WATER MAIN TO BE DESIGNED BY R07H HILL ENGINEERING PARTNERS INC. NOTE. • LOT LINES SHOWN ON 1HtS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY CAL CULA77ONS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES 774A T REL Y UPON THE POSI77ON OF THESE LINES. LCCA77 N OOF EAIS77NG U77LI77ES SHOWN IS APPROXIMA 7F AND MA Y NOT BE ACCURA 7F OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 77ON OF U77LI77ES PRIOR TO PROCEEDING W TH CONS7RUC770N. NOTE. • YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES THE COST OF REPAIRS TO THE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. LA + _0_,,_ J�11 Date. 3 f 27/13 Title/position CC6L L1.L[�_ Confirmed by City PROJECT REF- FACO2-0010 &S1oL 7 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By.. M& Date Approved: N NT2'+: • ♦. TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com O I\ Z co ti w I�• j 'Q O C� ti r DONALD I HILL. PE PROJECT MANAGER ROBERT E WALU$ PLS PROJECT SURVEYOR MARK A. REEVES, PE PROJECT ENGINEER KEWN L, THOMAS, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/»/o2 SCALE: H=.: 1 "=20' N. D o v� z 20401 \ �' 1 SS1ONAL EXPIRES 4/26/03 7�`L.i STAMP NOT VALID s s UNLESS SIGNED AND DATED 24 JOB N0. 00-335FE 00 SBBBf N0. soil 0 PF 04u +3 o-- '4 03 D 17.�,6 NW 1/4, SE 1/4, SEC. 4, TWP 21N., RGE 5E, W.M. EX SSMH 413-07 RIM 433.57 8" IE (N-S) CTR CHANNEL=415.98 0 L%_� Waft�,.,,..,n��..,�..,.,.���.,�,� " „�w, ."�� SMH 413-15 6 "-fy''' /f�, M�f'fff ----,..,--a,,-w..-....,..,-...--m.-w„_--......------ 9t1a47, 14.54 1 .:lT _ ..m. ---------------------------- -------------------- _µ.... _� _........... µ ,M. nN, .............. .ir-. Y,r•------- -- ------------- _w ...............,.n, � I ____-------2=— _---------------- ------------------------ -- I, ►- r\ ►\ . • T / ./ `",. �r}���[] r\rr,r•r-r. r?►ter-I I• .•I • • �"f/ Io sl ♦+♦♦I I►+Ni •-I I ►+I V I I a,F� ,,,, P +-". A"'! 1i►1 /►+-1 LI, T\h�-t1 // I♦ i(fI I I /► 0fzlr.I♦•ia.� go.. I { y I l I I r- iI � I... 4 CF I 3EE LI&T 8 VIM 440 rAM SCALE: 1" = 20' 0 10 20 40 6_m� 1 NOTE.• ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED CONTRACTOR CAUTION: SEWER DESIGNED AT MINIMUM SLOPE ON 1247H AVENUE SE NO TE.- PROPOSED WA TER MAIN TO BE DESIGNED BY ROTH HILL ENGINEERING P 7NER NOTE. LOT LINES SHOWN ON 7W DRAWING ARE A GRAPHICAL DEPIC77ON OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY CAL CULA 77ONS HAVE NOT BEEN PREPARED FOR 774ESE LINES. FINAL SURVEY CAL CULA 77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U71LI77ES THAT RELY UPON THE POSI77ON OF THESE LINES CAU170N LOCA77ON OF EAIS77NG U77LI77ES SHOWN IS APPROXIMA TE AND MAY NOT BE ACCURA TE OR ALL INCLUSIVE. IT IS 7HE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 7701V OF U77LI77ES PRIOR TO PROCEEDING W7H CONSTRUCTION. NOTE.- YOU MUST CALL 1-800-424-5555 NOT LESS 7HAN 48 HOURS BEFORE BEGINNING EXCA VA 7701V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COST (UP TO 774REE TIMES 774E COST OF REPAIRS TO 7HE SERVICE). Record Drawing Certification These drawings conform to the Contractor's construction records. By. Date. 3 27(13 Title/position . m4 A-44 i Confirmed by City PROJECT REF- FACO2-0010 V'6�2f These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved.ii��,S Q 2002 TRIAD ASSOCIA TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com L aZ WLQ N 'Q O Z C4 Q Z Q 121212 v e ' m U0a3 z j co � s Q�^mM DONALD t HILL• PE PROJECT MANAGER ROBERT E WALUS. PLS PROJECT SURVEYOR MARK A. REEVES, PE PROJECT ENGINEER KEVW C THOMAS; RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: s/r 1/o2 SCALE: HIM.; 10=20' VW.: N/A EXPIRES: 4/26/03 8 & STAMP NOT VALID UNLESS SIGNED AND DATED JOB N0. s� IN moo SB&ST' NO. O 03 172,C NW 1/4, SE 1/4, SEG. 4, TWP 21N., RGE 5E, W.M. - 'KQ PF a 040 ! U 14 8" WATER 12" SD IE 446.37 IE 446.21 O O 6" IE 448.00 6" SS CROWN 6" SS CROWN 443.52 443.70 6' SS ®0.020 45 BEND 8" SS MAIN 8.11 ' 6.44' 8' SIDE SEWER DETAIL TO LOT 14 N TS 8" WATER 12" SD IE 452.23 IE 45.3 49 O O 6" IE 454.00 6" SS CROWN 6" SS CROWN 450.25 450.40 j . SS • Q 020 1 SIDE SEWER DETAIL TO LOT 17 NTS 41 XT SHEET i SCALE: 1 " = 20' 0 10 20 40 NOTE.- ALL SIDE SEWERS PVC UNLESS OTHERWISE NOTED NOTE.• PROPOSED WATER MAIN TO BE DESIGNED BY R0714 HILL ENGINEERING PAR 77VERS INC. CONTRACTOR CAUTION: SEWER DESIGNED AT MINIMUM SLOPE ON 1247H A VENUE SE NOTE. • LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPICTION OF THIS PROPOSED SUBDIWS/ON AND FINAL SURVEY CALCULATIONS HAVE NOT BEEN PREPARED FOR THESE LINES. FINAL SURVEY CALCULA 77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES THA T RELY UPON 774E POSI TION OF THESE LINES. CAU710N LOCA77ON OF EXISTING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS 7HE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING WITH CONSTRUC770N. NOTE.- YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS BEFORE BEGINNING EXCA VA 7701V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. ED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSTS. (UP TO THREE 77MES 774E COST OF REPAIRS TO 7HE SERVICE). Record Drawing Certification These drawings conform to the Contractors �constructlon records. By. Date. 3 ileP_ Title/position 6 t� ["� Confirmed by City PROJECT REF- FACO2-0010'%f�p i. These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved.,�"s'��' _. s Q 2002 TRIAD ASSOCIA TRLAD AJ S-S�OCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com O Z z y J W Q. 6 6 e e 'K 0 43 0 y �L m S N N N 6 CS N M DONALD a HILL. PE � PROJECT MANAGER ROBERT PROJECT MARK A. REEVES, Pr _ PROJECT ENGINEER KEWN a 1HOMAS, RLA PROJECT LANDSCAPE BMW FIRST SUBMITTAL DATE: .3/11/i92 SCALE: HOM.; 1 "=20' TMNIA EXPIRES: 4/26/03 STAMJP NOT VAIN UNLESS SIGNED AND JOB NO. 00-335 12' 00 SBBEP N0. low ©3 o 1i14 } EX CB T - '-s°�ruw+.v..w.w w • rc, :�me.ww.wx..r Ij r , y .- S 6-4 C t , 76 I I 1 r\ I- , • . PR, ;-` G; I t Ih- 1��rf<f-F�ht ► F�1I i I •-1 - �- I I III NOTE.• ME LOT LAYOUT FOR 7HE PLAT TO 7HE SOU77-I OF BIFROST GA7F /S PRELIM/NARY AND J f .� EX. SGK EX. SDCB 48 49 r T I♦I� r\r Ir\rr� •Ir I II /►fM-N • •IF N •I��� 1 1 1 /I 1 111 1 ►II/ I I I I ►� i� 5 5. NOTE.• LOT LINES SHOWN ON THIS DRAWING ARE A GRAPHICAL DEPIC77ON OF THIS PROPOSED SUBDIVISION AND FINAL SURVEY l.: CALCULA 77ONS HAVE NOT BEEN PREPARED FOR 7HESE LINES. FINAL SURVEY CALCULA77ONS NEED TO BE MADE BEFORE ANY STAKING OF PROPERTY CORNERS OR U77LI77ES 7HA T RELY UPON 7HE POSI77ON OF 774ESE LINES SUBJECT TO CHANGE. NOTE.- YOU MUST CALL 1-800-424-5555 NOT LESS 774AN 48 HOURS BEFORE BEGINNING ' SANITARY SEWER CROSSING TABLE N07F• PROPOSED WA7FR MAIN TO BE EXCAVA770N WHERE ANY UNDERGROUND U17L177ES { MAY BE LOCA 7FD. FAILURE TO DO SO COULD DESIGNED BY R07H HILL ENGINEERING MEAN BEARING SUBSTAN77AL REPAIR COSTS '�► ` PAR77VERS INC. TO 1HREE 77MES 7HE COST OF REPAIRS TO I - - - - - - - - 8" WA 446.34 8" WA 460.15 12" SD 444.87 4 8" WA 460.19 (UP SERVICE.) 1 8 SS 443.07 12 6 SS 455.12 3 6 ' SS 439.63 6 SS 454.98 � EXEX C a 8" WA 452.23 8" WA 471.19 8" WA 455.65 12" SD 450.31 M,,,a „ ,,: r °' /'/� 8 6 ' SS 449.75 19 8" SS 461.93 8' SS 448.46 8 SS 447.36 `I o 12 12 SD 453.49 8 WA 473.64 12 SD 454.65 8 WA 449.76 0 v°- �- q o� I q oC N~ W q O Q� 9 6" SS 449.90 0 6" SS 469.88 31 8 SS 448.46 42 6 SS 446.93 8" WA 456.57 8" WA 443.98 8" WA 455.21 8" WA 448.41 10 6 SS 454.38 1 8" SS 438.74 6 ' SS 449.32 6" SS 443.97 6" SS 454.50 12" SD 445.13 8" WA 454.36 8" WA 470.33 11 24 SD 451.04 2 8 SS 437 7 6 SS 449.35 44 8 SS 464.30 Record Drawing Certification These drawings conform to the Contractor's construction records. By 9 Date: Z Title/position E ! K6rl�t� Confirmed by City PROJECT REF.- FACO2-0010 g�0L These plans are approved for conformance with the City of Auburn s Engineering Division requirements. Approved By. � S� iie& - Date Approved.-_ 0,/.r/0 2 Q 2002 TRIAD ASSOCIATES TRLAD ASSOCIATES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassoc.com Z 3 w1Z1Z a a o o g A �M4 NS DONALD J. HILL, PE PROJECT MANAGER ROBERT E. WALL/4 PLS PROJECT SURVEYOR MARK A. REEVES` PE PROJECT ENGINEER ALEWN C 7HOMAS, RLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: s/l i/02 SCALE: im.: 1 "=50' w.: N/A EXPIRES: 4/26/03 S 1 &472 STAMP NOT VALID s s UNLESS SIGNED AND DAM � JOB N0. 004351 SHEET N0. � iL 0 "A