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HomeMy WebLinkAboutS-311201H Q_ i, N 0 0 N 0 a, N # n O t v CU J 0 C a� N N O 0 0 cc N 0 0 N / C] N 1 A PORTION OF SECTION 15, TWP. 23 N. RGE 5 E, WM R WASHINGTON MM29 WT LOG IM TA00V FIGt1 ra — — WFXX It'C10ws CVNM -4CMw TO FELD ! _QR. -- _ I�E'1 V AW E'1 SM IIIS'TAUA11C�11/�T • (!SE£f DA>& !NOTES So S IORTZ FrT� OAf E7vsnW FN — FoR JXTAXS; Ttl .4 VaF — I f �- Sao' EX FN - -- r NO I 1. ALL 9TE Wt')RK MUST COMIPL Y INTH CHAPTER AJJ OF THE UNIFORM BUILDING CODE. 2. ALL SPOT ELEVA TIONS DENOTE FLOW UNE UNLESS OTHERWISE NOTED. - J. ALL DIMENSIONS TO FACE OF CURB UNLESS ± 0THERINSE NOTED. 4 CONTRACTOR SHALL ENSURE AND /OR INSTALL STORZ 2M W FROM NW I FI77wGS ON ALL FIRE HYDRANTS IN THE WaNI TY, AS BUI[DNNC CORNER TO Ex FN. I s O�7� NSUHAT Y O/ C WA R 4. CONTRAC FROM FUTURE SERVICE BAYS ENTERS NEW SANITARY SEWER CONNEC1700V NO RAW SEWAGE ALLOWED THROUGH NEW CONNEC710N. 20 Scale = 20' ROCK WALL sECTfCw ROCK WALL COVSTRUCTM IS A CRAFT AND DEPENDS LARGELY ON THE SKILL AND EXPERIENCE OF THE BUILDER A RM WALL IS A PROTECTIVE SYSTEM W CFH HELPS RETARD THE NEA TNERMNC AND EROSION PROCESS ON AN EXPOSED SOIL FACE NILE BY ITS NAXW (MASS, 92F AND SHAPE OF THE ROCKS) IT MILL PROVIDE SOME DEGREE OF RETENTON. IT IS NOT A DESIGNED OR ENGINEERED SYSTEM IN THE SENSE A REINFORCED COhICRETF RETA004G WALL NVULD BE CONSIOEREO DESIGNED OR ENGINEERED. THE' DEGREE OF RETEN7M ACNEM 6 DEPENDENT ON THE SIZE OF THE ROCK USED: THAT M TW MASS OR NEKGHT. AND THE HEIGHT OF THE WALL BEM CONSTRUCTED. THE LARGER THE ROCK. THE MORE COMPETENT THE ROCK WALL SHWLD BE. ROCK WALLS SHOULD BE CONSIDERED MAINTENANCE ITEMS THAT NKL REQUIRE PERKXWC INSPECTION AND REPAIR. THEY SHOULD BE LOCA TO SO THAT THEY CAN BE REACHED BY A CONTRACTOR M' REPAIRS BECOME NECESSARY. REPORT -ILI- A/AXW N/ MK•YIMATWN OF THE SLOPES BE � 1 � � VER1iICALA �S SMO�UCO A#P4wuNr 11rKwNESS OF ROM FE TER LA WR B w 12 NICHES WA KW EXJBIEDNENT D w 12 AMCHES UW01MRSED NATIVE SOX OR COMPACTED FILL PLACED IN ACCORDANCE WIN REPORT RECOAINIENDA TIONS MAXWAI ROCK WALL HEIGHT H • 8 FT. ROCK WALLS GREATER THAN 8 FEET NV HEIGHT TO BE MVSTALLED UNDER PERMC OR FIX L TIME 09SER VA TIOV OF THE GEO TEChWPCAL E GAYEE'R ROM SHOULD BE PLACED Tn GRADUALLY DECREASE MV SIZE I MTH &CREASING WALL HEIGHT NV ACCORDANCE NITH GEO TErC HNI CAL ENGNYEER'S it RECOMAMMA DONS. ANAMUM W7H` OF KEYWAY EXCAVA71i0N. W. SHOULD BE EQUAL TC THE "fCKNESS OF 7HE BASAL GEOTE- CHMOCAL NGIN A'S DE59M) BY PLUS B. SZE APPROXIMATE V&'XMT -LBS. APPROMMATE DIAMETER 1 MAN 50-200 12 -18" 2 MAN 200-700 18-28'* 3 MAN 700 -2000 26-36' 4 MAN 2000- 4000 36 -'46• 3 MAN 4000- 6000 48-54" 6 MAN 6000 -0000 54-60 �� . CommACi1��' ro aC� n w�- IG 0 CO ! %Jp l�IN • • �. e . 40 n / i o T� RD�r /` V R/ �y4 V � j �f.r Cam/ ♦ r Or A'ERJ crow -V r:� {/w .7L.1SmrL AAA =Lr LiVi —V� �v.�i//I-V f' �+ a mat . • • I L. I - ! �f E /L � ro .rte �A NnWANT LOCA TADN TAKEN FROM EXI-17 G 30' OII XE RECORDS` CONTRACTOR TV FIELD NRIFY AND ENSURE /NSTALLA TIbNIWSTALL s' smRTz nmNw ow EX/sTm FH Ja 0' nWM SW BLDG~' R TO EX: t FH 30.5' Ex. fire Nyd j 1 C.O.R. NO. 4 78 t ( (SEE DA 1UM O TES FOR 74,0' F1<w O SW AM ETAILS CORACR t EX fH CALL 48 HOURS BEFORE YOU DIG 1.8004245555 w7R 0e7 -f/Is 4 NEW sAnnr A ONo RAW sEwAC ALLO Aso SF - a .• a ° X C E� Q �� lJl� A .�A?11117VA/G P M I -r- TW LONG D V4SIOV Or THE R=S SHOULD WEND BACK TOWARD THE CUT OR FILL FACE TO PROME AIAX0UM STABNJTI'. ROCKS SHOULD NOT BE STACKED LIKE S?40E BOXES THEY 9'IO" BE PLACED TO AVOID CO NTP A0US JOINT PLANS IN WRTIICAL OR LATERAL DrREVIONS MNENVER POSSIBLE EACH ROCK SMOIXD BEAR ON TOO OR MORE ROCKS BELOW IT, KITH GOOD FLAT - -TO --FLAT CONTACT. - FOR ROCKERIES IN FILL AREAS: FOR ROMRIES OVER 4 FEET MV HEIGHT GEOGRID SHALL BE PLACED AT 18 NMCGFH VERTICAL NVTERVALS MITHMV THE STRUCTURAL Flu PRW THE GEOGRID SMALL BE EMBEDDED HMZONTAUY BEHIND THE ROCKERY AT LEAST a 73 TIMES THE ME04T OF THE FILL PRISM. MATERIAL: TENSAR UX 1400(SR -1) Wl "WARY NEW WYMEN'T TO THE ROCKER Y. OR TENSAR BX 1100(SS -1) SHALL C0 DRU TO ALL REQUIREMENTS OF THE GE'OTECh?4TCAL RE'PO1IT. o LFGENn- DRAINAGE MATERIALS TO CONSIST PLAN OF CLEAN ANGULAR 4 TO 2 INCH P SPALLS OR OTHER MATERIAL, FOR APPROVED BY THE GEOTECHNICAL ENGINEER. P �'" SURFACE SEAT.: MAY CONSIST OF 12 IMPERVIOUS SOIL OR A FINE FREE DRAINING GRANULAR MATERIAL. SHEET UNDISTURBED FROM NATIVE SOIL. © DESIGNATES SIZE OF ROCK REQUIRED. I.E. - 3 MAN. EXISTING LES SCHWAB BUILDING NEW coffccmw r. r. .. 40.%36 y �, •• F.F. ELEV - 403.56 f " • - s 3112 01 • NO SCALE C 3 s LF 4• PV, s - awo 4.2 LF 4 • PVC :8,020 ` _ .. • , • . ^ • A ., ' 4 PVC wY� w pin STREET LMT, 4 • PVC WYE W�t�o " - ` • - • . SEE DIESM BY NERMAN TRAIM TOP ELEV, s 4=5* TRIP ELEV. - 401.1E A � IE O CO • M 09 MMV IE O CO w JW &Y MVSTALL 4• PVC WYE CROSS EXISTM FW11W. LOCA ?XW TAKEN W14 0 CO. IE o FROM EX?S17NG As -BAIL M CONTRACTOR •. f •; >n flELO VERIFY O CROSS 396.77 �E7 • , • 1 A - A • ° • �. . F., r�= 395.59 .?" � E� 4. . !IO 4' PI►� ---- r�� ' t CA•r'ON '6► L`�t'13I:t��G 8" *A 'Ll1'!E :!; c -r:�< Kf 11' S � LL0�0 Or q r. .. _. w ___..__..._. - .... NEW 4'' PVC • J93►39 ----- ._....__ _, - i HUB & TACK �'X1►8 TMVIG 8 • FESC�R I N =1806 75.62 A1C7OEY BOQ. DIDCVA + � 2.0' FROM SE Bs! DUI► -= - Em 1J1 142a 65 i CORNR To EX fH ^- EL. 405.35 EAMM FIRE DEPT. HYDRANT LOCA MW TAKEN FROM EXIS111VC - CONMVEC11bW ✓f7MCE' RECOPOSr CONTRACTi7R TO f11EL0 142' f1lIAM SW Ex. % -A �iv.4 VERIFY AND E'NWW INSTALLA M NIWSTALL erDa c�oRNR s' srmTr nmNos oN Evsmo rH SHEET DESCR/PT1nIV Sound Development Group, C� L C ENGINEERING, SURVEYING & LAND DEVELOPMENT SERVICES 160 Cascade Place, Suite 206 RENTON, WA 98233 Tel: 350-404-2010 Fax: 360-404-2008 ROLL 1 92 FR UTILITY PLAN 198 HORIZONTAL DATUM: W V" 1) 84S'ED ON PUBLISAlED VALUES nvm THE CITY OF REWON IWA FUND A 1/b' COPPER PIN IN A COACRETF POST MOKOXNT D0*W a 7' MV A WMACW CAW AT TW CONSTRUCTED ^7E'RSECWN OF NE 47H STREET t UNION AWAW NE. COORD NIOITE' NILUES: N 181067.INM E • 13113IM 6731 ELEV • 401.02 478 f0UM 114 WKWZE PW ON A CHIPPED COWCRETE POST DOW 0.83' NV A MONUMENT CASE AT TW C06TRUC10 OF SE 2ND PLACE AND UNION AVEANX I C100ROMTE VALUM N • 178418.J&V E w 13 11552.4033 ELEV • 391.02 _ .� SCALE: DAWN 8:' MCA M er: REW 6a0K/pAGE: DATE: t CITY OF RR ►N RECOMMEN L D FOR APPRO v AL BY DATE. o BY ATE: 03 BY-..---.::DATE: r, "�T LES SCHWAB SITE PLAN �� P CITY Of RENTON, FOR r� NA�r„G ,�,� P �'" LS. CONSTRUCTION CO. 12 SHEET Nw 1/�, srcna�v 1�, W. tr N., � a L, w.� C►r ar w�ciaa � o� ci scnnNEO NOV - 72003 . CA