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HomeMy WebLinkAboutTED4001942.1M -rF3M, EL.3r21.74 �oN �E/'JCf,/ MA�C'K : Pe- NfJ/C /� Piq I/EMENT ToP - 3,a q . r,3 Mi • COUNTY SURVEY �sQ I IJ v. ,311 = 34,746 3so C/TY 0, " IfeM OM Ci974/M P I A yS 540 18' 00" E 135.0' /r I cF J S WCU % �_ i/, �. - -ivgcK) EX/Sr/rvG ROcKEPV PROTECT /N PLACE �Iq' 9 9 ' q NEGV i9SPC/gLT�(f� I "'o CONCRETE' EXT1f1 _- CURC'> W�UEEL CVA/2 ,�Qrq' 341 •� SEE IZI 19Ej,9j1- ON SHEET 3 �4MP, S. - /:/2 q I �, REPLACE � "X/<ST/NG APRDiV !N/TN CONCRETE 0R/VEW1OY APROA/ 2 1 SEE ON SHEET -3 I' q E ENT 67AI 7,5WUL T /'/4SEE 9EC7/01v, SMEET 3 of,3 FOR CONCRETE W.9Lk �' Cll e6 L7ETA/G 3aq SEE " TURNEO (10WiV Lt/AL K EOGE PARKING 13AY SLAB SECT/OW ON SHEET 3. : 348 - I I f NEW CONC/�ETE EXTiQUDEd CURS SEE SCC71CAl ON SNT. 3 W.M. /"QoMEST/C WATER o lo I 1 J (EXIST.) J II ® WATER SAN17ARY sEWEe IR METER TO�! ME�/NSPEC/ <REMOI/E> 3 S'AN/TiQRY SEWED I R//!7 EL. W8.43 av I I 4 "CONCRETE 6"/Avv. Et. - 339.43 I Z CcEA/vo(�r W/9L,� _ RIA4 EC. - 348.82 I SEE SEG//ON a /NV. Ef. = UAvAQ[E To p I �� 2 I ©,v S11T 3 /ytEASC/RErowo /n/ awl L7 J II � (o"S.S. �o•• SANi%vRY S/DE SEWER . m I J w W o� A�� ;0 n i L W I I x � 3I • .: • w �'ONCRET�' . •I _ PULP /s�A�� I oo U' SEE.P/4l/1E I TEN04 7'c Zf. Lcl. 1 \ h�. 11 � \ NOTE : COWS IRZICT 4"fi6 AERFORATZO P110e FGvT/NG .O/�A/�✓, LOCATE A,?0aA c7 ENT/RE PER/METER OF .8,111J/N6 .-97 /NI/ EC. = 348.0 C0/,1A/EC7 TD C,9XA1 BASIN NO. / . AO NOT C•0A1A/EGT TO RGOF ,iR,91AI FOOT/NG DR,QIAI /91-OAlG SO(Irll /OV/O EAST 141i9LCS A14Y /t/EEO TO BE COG9 76- 0 e_lvoER FLOolf 54/J3 NEAie I 5 /101AV` )9glvR1Y FIAI FZlf. EL. = 3 49..58 !� v 'Z I w O `c- 0 S 3 -N x It U3 J I w sECiip/t/` I "x ¢" /NCREASER 1 4"SAN/TARy u/ER GUASTE /600A,ORA/N/CCE/,�N OU Lin e5WSAIT 3.'•: + � SEE ,t tEChWA11 l- PLANS R//Ll EL. _ .34 R !o/ 1 IvW z 347.89 i I D !-7v'I �J �� 'r 1 S E SOECT/Oit'/.. AIdArte S EE'T q W941-N 14 SEE A�P��✓/TENTa�PAC PANS / II (EXIST.) (EXIST.) AZ; I FIRE I WATER'. � UN&ERGROUN/_? TANK_ ,�3OcQ►• 1 00 HYDRANT II /C�Pp pVALVESAG✓ C(/TES71AIGPT 4A PA!/EMENT 0e7,V/L � 3 P O/v SHEET 3 FOR 6' P /Jr4/VLc/ /,�% �4r�RON���1/O �(/,�LK .y� — I f "• ' TN/CfiC SLAB. W ` As ;✓�c�: ss�/�y� wrrN �uEtt� I 0 I PE RAC a \\\ E.Y/ST/NG ��, foog,E, SPA/SE II pip CA7�N SAS/il! �Q//�f 7-0GR90E. I I 3sr (a '' p. GOn1 G . WA L I N NOTE: T,UE CONTRACMIF ,SNACL PROTECT EX/ST/NG FG}?T//UG ANO RET%/N/NG K/�9CG SEE IT- — — — "(O A/?CN/TECTU/�AL FDUNOAl/ON %'C//�t/ S/✓T 1 g I IV v. 10" = 34. I ool _--- --- - --- r / I CATCH .BAS/N NO-1 .--�► 4� �j' I j AO P�� ryPE E . �„ ,QooF ,0�.9/�v �� A' a V� GR�9T 3410. Q I �y ° _ f- 3" 0 4'E�"/ivy' EL. _ 344 64 lK I E x I ,�;,T• G E3 \ : ___1_ -I — a - �p�K 8 ,'NV. Ec. 344. 47 Illy. 1211 "J = 341.85 g I I I Oc INV. &I Vi 341. 85 \0 Q 18" STORM II 1� EXIST.) 7 ,`` \� � � � k���` oil LIGHT POLE \\ \� _j 0 a z I REMOVE EX/Sr/NC NE�t/ sroRM ORA/NEE \\ H U) 0 Ip - 'I \ TER SEPARATdR � � ..�— 8 WIDE Goh1G• U)cn l- O/L !•t/A UTAI IJ I06--i WALL. h \ \ X C> � 4 ,9,f/p CONNECT Td L _I p O/L�Gt/r9TE.t' ,S'EP•QR.4TD.e I1r 3k E X I T• G FS \ �\ \ \ w r, CD EX/ST/NO 8`Y A7 - 'EXIST.' Z /P/•�1 EL, = 3�7. 8� our) ,tx1sT.) 8" /NV EC. = 3'43.16, i 34 3.4�0� '► /N TOr= 345. IG' \\� \� /LBASE POLE e_ SEE DETA/L, S�t/EE7 I. / �' ATE I��ir�G �. _ v � h � .. �� INv. Y8 - - INV• 1011's= 34I.80 \\��a I i�� N 540 35' 42" W 135.0' nq 6'--- —._— — -- -- ------ -- — ----- ----- INv. ea E I - 342.60 pt� t 3k (EX13T.) � IZ STREET SIGN 1 (EXIST.) — -- , ! EXIT. q u/IDE .. hT02M M 14 \'�i` / SIGNAL ph w�, BOX '� (EXIST �oNG• aL SIGNAL TOP= 344.g1 ��_�__ 0 Box IIIv. I�11 N= 341.�1 �. I NV. 10 6 = 340. 1 C& N I 77 �� ga LO INv• 12`1 E = 3 39. 9 I INv• 101, 6E- 3Q-D. 23 • ---.. 12" STORM 78 I �! ITV. &'1 = 343.83 0I \ 10 TH AVE. IV. E. lD N � G RAIN pRQ1�lAGE Akin l� �T� LI PLAN G TY REPLACE EX/5T/n/G Co�vGPE; E. 3k� ��� — L7Ri (/EWAy /9i"RON �.�5/,O WiJL,� AS NECESSARy� W71✓ NEW CO,V6467E zR/dEWAY AP,?o v A✓.O WAC,t / SEE ZTA/L ON S//EET 3. GALE -III =IO' — � �� � I��� �Rio•' — _ __ 1F✓ - ----� /03, APPROX - �� EX/ST//✓G F//4E AM,01•iANT GENERAL NOTES 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 2. ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF CITY OF RENTON AND THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION WASHINGTON STATE CHAPTER, A.P.W.A.(euartE-y�)EXCEPT AS HEREIN MODIFIED. 3. MINIMUM SLOPE ON SIDE SEWERS SHALL BE 2 PERCENT. 4. SANITARY SEWER PIPE ALTERNATES: J.M. RING-TITE PVC SDR 35 WALL OR EQUAL WITH BEDDING FROM AS4" BELOW PIPE TO 6" ABOVE TOP OF PIPE AND SPECIAL TESTS)BEc;PitiG 5I4.4LL PeA GRAVEL. 5. INSTALL PIPE WITH CLASS "B" BEDDING. 6. A. AT THE TIME OF COMPLETION OF BACKFILL AND COMPACTION, ALL TRENCH BACKFILL UNDER PAVEMENT SHALL BE MECHANICALLY COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. B. IN ANY TRENCH UNDER PAVEMENT IN WHICH 95 PERCENT t� DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFILL, THE U TOP FOUR FEET SHALL BE REPLACED WITH GRAVEL BASE CLASS B AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS, SECTION 9.03.10. - THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 95 PERCENT. C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. D. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 7. CONTRACTOR TO REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN CONDITION EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA TO BE FINE GRADED UPON COMPLETION IN UNIMPROVED AREAS. LJTI L Y TY 8. CONNECTION TO THE EXISTING'LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF UTILITIES. 48 HOURS (REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN. 9. EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN LOCATTON OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. 10. OBTAIN SIDE SEWER PERMIT FROM THE CITY OF' RENTON DEPARTMENT OF UTILITIES SIDE SEWER CONNECTION PRIOR TO CONNECTION. 11. ALL COSTS OF SEWER LINE RESTAKING SHALL BE PAID BY THE CONTRACTOR. NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 15. PRIOR TO ANY CONSTRUCT ION%DEVELOPMENT ACTIVITY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DEVELOPMENT INSPECTION SECTION MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. /6. +9L/- 60e1N,O/JRY //N.O TOPOGR1001//C 11VAW1MT/0N /S S/✓OWN PER TR/ - COUNTY LAN.O SURf/EY/NG CO ,MAY 8; / 9t310 tifAP. CO3V7 'CTOk t IUST J16CIFy EX/,ST/NG r~OH.O/T%O/✓ /�!s'jG? 2 TO CON,57RUfWAI CV O Z CSJ Q In c O W U Z� � T� i �z v Q v cY) 06 C )I C o QW W Wz 0zU7 W Q W J w T � Q Y/ 0 z m O C) O CV � n n � N N o C o� 16 0! Z � V V i /N49/Ci9TE5 STi leralfES, ToP ECEIhvT/ONSl Aa s/ONAI EM /N(/MT ECEI1i9T/4WS A'fEASUREO 19NO A� /VorED TO .BE "h'8 ,�u/CT" /NFORMAT/oN. 16U1 `� SA,1//TAe y SEWER P//:w ww nee P/A` WZ? $ '1 a� O RoovF owww AMC 1ocvrz0,v5 AeC FMw y` CONrRr9CYU�Q SuA�c/Eo As •B[J/G7' Gi4ACJ/l1/d�r 4 O ?' Z E� S• J R.9A HEIGHTS •I m 04 NE ZB TN ST t3' E aS� �Fr �� 5 f NE " SE 95THL�• .-f-- t�S 17r„ I NE l7TYt - v _v NE��P I N m. s Ion - Is rrY�25Tl IT H s i aNE "ATH - SE RL SE INTH 6T ST �E 2GTH pl �a '"� ? 5 E1 s G s �O zi DPL I `1=\ ,- S E SE. 702 N0 <I ND n' Pf E � I w s �. ST 5 NE 2lITM IT mrr sT t�IC�4 3�T NE19TN HE IS H IT s •' NR y l 19TM v < I vv`` Np` j NCI ST `III" I -_ N `v t. i R NE 1 e'�'sT" sT z NE 6 <TH � e a ;;�_PLGD.a o • I ST o a I ..rs* w.� HE E�' _ ���� - j T- o 6 NE NE 1 T •1TN < T �✓RNS LIB M 5 e - e e nzTH sr sE �` E . wl L h I �( T� n Li SE i I1TH a_ wr n H� s HZE sE �= E,THsT-�I si SE 114TH I \ �EH ar e T j E, - vL 3 9 < x S SE . I15 H ST 1- OT 5 _ ST I IS • 9 L 2 > YYY 5CI- -..... - I18�H �• 2 Np Es - I o `�E `sgp $ 'e "E saK•. am GIIY-T1,2 _JTsd" sE , lul/ N BTH ST i Z Vj z NE 5 5 i EZ lIx JE er sr Na 6�TN z d SE ROT I IT st T V 'E0 .0 NF JTN ST ��� v�121ED ST ar ~ N 7 E t11ND ST I • YW� � „ •�„ E '.T¢ HE 6T RL � LEGAL DESCRIPTION: -- ---- --- } + = E i JR. H.S. - - snot portion of Block 38, REPLAT OF BLOCKS 12, 13, 14, 36, 37 and 38, E ST S l'� RE T �I "TEEN �" �`� I NE� T ° 1 I �i �^ DRAWN BY CHECKED BY H s � � � I � CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, according to the plat a kl - '"' 3N 'f thereof recorded in Volume 59 of Plcts, oage 5°2, records of King County, 'Washington, ^TxST �- New 4TH sT se zsTN sT r described as foliows: 2" w,"DSDRH2L3 /� 3H ST R•^K. GREENW000 '. y SE 12sTH IST > L 5t 6R 3a CEM a 1' win Beginning at the Southwesterly corner of said Block; thence Northea=ter! alon the Northwesters line of said Block 15J feet; 5 E E , N T <I SEID]HDST _ _ Jr $T scAEe DATE % thence Scuth 54.18 00" East 110 feat; So"pw' =' / SEN,EISTIL I "F � > al IT dI JOB N0. thence South 35'42'D0' West 149.4 , feet to Southwesterly line of Block S8; _ '� E"E'E"' „sE, HEw I sE .. ,. 5 a thence iJorthwecterl along said southwesterly line to the point of beginning, w h.G.FL s �; H �EOAR,ER169 SEA. IG 864?34 _I7ARK-.-_- ___..____I6__ - ---____.a ..{w03i_ -o�..�� SITUATE^ i-, the C;ty of Renton, County of King, State of Washington. 111CINITy MAi° MENNEN sc,94,­ zZ000, 3 SHEET OF ®� 341111111111111111111 79 a z m "d r Y a a m <e o t7 b o y� Y m z m