Loading...
13381 SW CLEARVIEW WAY ;�',,� ARA ta �. i t dw�., i 'i� h - .' G - �y �I.:,_ :✓';_ ;'a y k, 1 w. N r'.:;ry a f t �. e �`. .. •• * I' ` � "NF_ ��. �i •i ,��'4�. R `�: l� �:• l'1 ' .jam°. x - '�JFy�'. V . .. � ��u.. • • • • • • Y • • • • ° WALL t4E I&HT LAYLR # 111411 6R.1 L) LENGTH ' Y ' : • 3 1 1-411 n -0h 1C,-0 1+Xyl11 —2 41_.811 0lI • . . • • e • • ©II '-�IM • • • • • 2 irk ✓ N 11 �I-OIL cul /�14� • •If .2 . +► . Y Y 6 -0CC 1 s7{x_++,11 C,I..�O1� • • Y • • • 1 I 21-011 �4-011 t, a, 0 .: > ° EXI5TING 501L (MU5T PE FREE-DRAINING, GRANULAR 501L) rd ro WITH FLAT 5URFACE r .�V, Z I H ' �` � �� � d 3/4" MINUS t.RU5HED ROe.K OR 51TE Li U a, s I ( o EX,-/AVATED 50 i L APPROVED BY 5��I L5 E'�c- I NECK COh iPACTEZ' TO 15% 0 - 0" STD. 'PROCTOR DEN51T'r 6" MIR o c� c: Ct .�'� 51'r ND LENGTH OF GEOGRI D 01 I' 6. O ° W a, 0 u_ tt to � O.K. AS TOPSOIL) _ I" HORI Z CSI~F5ET, TYP. ALL BLOGK5 "TENSAW BRAND 'UX-14005B' UNIAXIAL, GEOGRID WITH 1�1�1-- 11.11 .11 .. . ��� , . . • LENGTH PER. 50HEOULE ABOVE PIBER&LA55 5HEAR PINS i- L __ -=-fli �- "Kr�'r'STONE" BRAND 'I NT'L COMPAC' 5LOCKS "KE'Y'STONE" BRAND 'STANDARD' WALL BLOCKS (BOTTOM TWO COUR.5E5) .1.1: 1-1 �� . . :. .. :�.� . � � -., �� �• � �`. � 111--ll1-1L . . -� ,.., �.:..•• ,�: � �'• 6" MIN. COVER � � �•• : ; � .. •� � . ... . . i. .• - ,`�, -111;111 ABOVE W.B.L. MIN. I\/:2H MAX. Q —1LI=111—L1 �' EXI5TIN6 GRADE SLOPE I—_ TOP OF 3" 4) FLEXIBLE ADS DRAIN PIPE NRAPPED IN FILTER FABRIC, UNDER 12" LAYER OF RIVER ROCK DAYLIGHT 11 1I ��` I� � ( MIN. 24 WIDE X 6 AT WALL END OR T!E INTO DEEP COMPACTED STORM 5EWER) CRU5HED ROCK WALL ,r E) BASE LAYER (W.B.L) OREGON NOTE t I N5TALL AT I ON FI.00,EDURE5 AS OUTLINED IN "KEYSTONE CON57RUCTION MANUAL", VOLUME ONE, DATED JANUARY 1, 141c14 , M• �" SHALL BE FOLLOWED. EXP. 12-31-98 (FIS • wt - wS ) HEI(5HT OF WALL AND GRID LOC,ATION5 SHOWN ARE FOR ILLU5TRATION PURP05E5 ONLY. 5EE 50HEDULE ABOVE FOR ACTUAL GRID L.00ATION5 AND LEN&TH5. WALL HA5 BEEN DE51 GNED TO 5UPPORT A WROHARGE OF O P5F ON TOP OF BACKFILL. Lm-00- m 1 \ 1w ENTALm RET. WALL X= 51ECTION SCALE: 1/211 = 11_011 24 _ flatschd46810, �;14/98 at 16: 35 V.' C�A DR.4Wt�� �►iCE'T A5K4 Engineering, Inc. .W WAY r» i� 39084• Proctor Blvd., Suits "C• roe NO. Bmdj OR q1055 K. GG8'�.�C+ � �M�, DATE 12/14/98 NOTICE" IF THE PRINT OR TYPE ON ANY T..ji-� ilr ililili ililiji , Ij1 � T1� ilillll tI1 I r T1r 1� fll .r.l.r. III III Ijl 1lf Mflf I �I `I ( i III III III f� l l �1 fl1-fill 1111111 II ( Ill I � IIIII II ( 1-�l llllllf III I I I I ( I � - I --�- - ---- --- --- 8 ��II IAGE IS NOT AS CLEAR AS THIS NOTICE I I I I III IT IS OF TO THE QUALITY OF THE No.36 ORIGINAL DOCllMENT - - --- ------- ----�-- --- - - --- - - E 67, F, Z LZ 9Z 5Z � Z EZ ZZ ]ITZ UT 6I $ i LT 9i 91 tl � T ZC i C 6 LIIIIIIIIIIIIiIIIlll{IlliIIlllillllli� IIIIIIIIIIIII 11 'I 111111111111.�lllillil Ili1 � I I 41,,�,,� Fi►;, ,��.�.�I'lu` ��la,!•:.i�#':pro , s�.�rds J ?Are lit I e. • • • • • • f o • r • • • • ,QFµ+•; G�r FKAJL HEI6HT LA)I ;R #111 -- c51�.11 � �E'�Ir►� � w :. f : 5 71-41/1-011 hr • f r • f • : . 0 2 41..$,1 • m ♦ f • • t 1 /'111 1 11 u . • • • O o N t� 0 l�/tili 1 2`MOf1 151--011 r. EX15T 3 SOIL ( 4)ST Be -MAININ(S�, &RAWLb p SOIL) C AITH FLAT NENPACE . " MINUS GRU5HED ROCK SITE EXCAVATED 501L APF'R.O VED aY SOI L.5 E7!oSI NEER) COMPACTED TO q5% OF 5TD, F'ROC TOR DEN5I TY 6" ", I N. S'`OND LENGTH 010 c9eo&Kjo (rop 1 , O.K. AS Tor5O1 L) 1 " HORIZ. OFFSET, -ryp. ALL BLOCK-5 TF:NSAR eR NP `UX--!4005b UNIAXIAL 6E0 6RID I/'ti TH rte+ '. • : , y: . L.�j,zl`1i`7TH PER 5C iWULE 1 B<-.' `t er FIBER6LA55 S+IEAR PONS "KEYSTONE" ORAND . . • GOMPAG' BLOCKS .,,�- � _ � ' •'.. � ' ' ` ' • ' �: ICES'' 'PONE BR.�'�ND 'STAN DARV (BOTT'OM TY40 GOl1ReE5) AIN. GOYE'R Q ] ,.L . ,, ''• 5`wO" MIN, t 2H MAX. TOP OF! 5" FLEX 115L.E ADS DRAIN - PlF'E PiRAPPEO IN FILTER _ . t FABRIC UNDER 1211 LAYER OF DIVER ROCK (DAYL.I&HT MIN, NIIDE x b" C~ 4,�G I N ' AT I'^tALL END OR TIE INTO DEEP GONi'�F'AGTED � � � ;.s aTORM SEY ----r CRU5HW RXXK P44LL. f.� BA5E LAYER (IN.B.L) ORRGON y E� NOTE, INSTALLATION F'1kc>c eDVRE5OVT�-i D I h! "KE"YSTONE `� � C.C�t� 'T '1JGTIDN 1�Ar+�JAL", VO!- k4t- ONE, DATED JANUARY 1 14#44 � M. l.� 5H , ALL BE FOLL.ov�D. s EXP- 12-91-96 U.Js • W 1 + w s HE I&HT OF KA LL ANLL &RIO LOCATIONS SHOM ARE FOR IL.LU!57 RATION PLRP05E5 ONLY. SEE 5CHEDUI..E ABOVE FOR ACTUAL 6RIE? LOOATION5 AND LF-NT . WALL HAS BEEN �-516N TO 50:10ORT A ;:' ,G}.}AIc &E or- 0 15 F ON 'TCP OF BAGKEIL,. RRIP. WALL XsegOTION 111011t SCALE, 1/2" -. I1-.o11 4 r _ ---- ---- —- --- - flatschd46810, 12/14/98 of 165: 35 �.�►iL•.� r/'1 1 D RA W 1 a E E T aml 501094 Mt"kr &M, !SvU mca JOB 00. SmdlL -nGA M 4"10ft , OFEQON Mow ••....1.1.. �•T. ��� QATF 12 i TICE: IFTHEPRINTORTYPEONANY r_IIfII ( II ! ( Ili ► 111111 � IIIIII , li � il , ( IIII r� 1IIII � I ���� ..� �-t ,iIi Ili ill I � 1 I,II I ( I III ISI i ( � I� f- III IIIII � rCl �� � 111 flI III i i i 1 ' I 1 I_ . T 1 T1TT I I I " I i I I I I II II I �l�' � IF.. I I I I I f I ► I l �� r � > r I I i l i � IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 � I � - � I I -- _ 3 b i I > ____� _______ _ 1� , �� IT IS DUE TO THE QUALITY OF THE --- ---- ------_-_..._. ..________- _______ ___�._— __-_ ' l F. , . . No.3e .......�..,. RIGINAL DOCUMENT E Z `� 41--- 9 T -gIj -- , T � i-_._-_ r__- I{II !III Ilil IIII f III III{ Ilii IIIf Illl.11illllll ILII Illi 1111 IIII !i!I�IIII III! IIII IIII Ilii Illllllii IIII Ilillllli IIII I I i! ' I I I 'I I I lill�ll�i.ill. IrI IIII IIII IIIIIIIJ�IIili�illl II . 11 �sll iliI 8 L I Is [ llI1 'lid 11ll,U',1, 1ll z 1111"C1�3"1 1 I 'a'MFW'dW+l{E{�YryY�WyY'NW�yY{3MvwWM++N;.wMwWrwr.ab.`wr..w�..--•• _.......•..,.. w(.4Ww.../M1NN.aMwrhw�.rw.MwMw�`+A��`.>'s."a.rti""'rwx�i'MrM�irYwr✓r�.M��'�Wrr�.+.+rwFw��..�+.v�i.tlu+w�„ I F..1 W w co V/ n r to N E �C I 13361 SW CLBARVI®i WAy CITY OF TIGARD SITE WORK DEVELOPMENT SERVICES PERMIT Ali 13125 SW Hall Blvd., Tigard,OR 97223(503)639.4171 PERMIT i . . . . . . . : S I T98-005` DATE I SSL;r D: 12/23/98 PARCEL: 2S104DC-02400 SITE ADDRESS. . . : 13381 SW CLEARVIEW WY SUBDIVISION. . . ,. : BENCHUIEW ESTATES ZONING: R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :024 JURISDICTION: TTG -----------_ -- CLASS OF WORM. . :OTR : PAVING?. . . . . . . . . : N RESO. NO. : TYPE OF USE. . . . :SF GRADING?. . . . . . . . : N VALUE. . . $ : i;3000 EXCV VOL-LIME: 0 cy LANDSCAPING?. . . . : h.l FILL VOLUME: 0 cy SITE PREP?. . . . . . : IJ ENG FILL?. . . . . . : STORM DRAINS?. . . : SOILS RPT READ?: N IMPERV SURFACE: "Remarks : Installation of Keystone style retaining wall. Owner: -______.__----____.__.___-.__.____----_---..________------__-•-- FEES ----------------..- DAN SINCOTTA type amount by date recpt 13381 SW CLEARVIEW WAY PL_CK 9 64. 03 JSD 12/15/98 98-311553 TIGARD OR 97223 FIRE $ 39. 40 JSD 12/15/98 98-311553 Phone #: � � �XPIRm PRMT $ 98. 50 DLH 12/23/98 98-311743 SPCT � 4. 93 DLH 12/23/98 98--311743 Contractor-:^ ______._____.._. .. -----.___.____ TRIFLE T LANDSCAPE ANTHONY J FIDAN70 26801 SW STAFFORD RD WILSONVILLE OR 97070 Phone #: 682-5959 $ 206. 86 TOTAL Re q #. . : 0001 19 ------- REQUIRED INSPECTIONS -- -- This permit is issued subject to the regulations contained in the Strm Drain Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Misc. Inspection applicable laws. All work will be done in accordance with Misc. Inspection approved plans. This permit will expire if work is not started Final Inspection within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTIONi Dregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-018 through DAR 952-001-9080. Your may obtain copies of these rules or direct questions to OX by calling (593)246-9187. - 9 IssUed by: �:/ _ Permittee SignaturF, : ++++f+++++++++++.#-+++++++++++++++4.-F.+++++++++++++++++++++++++++•++++++++++++++4•+++-4- Call 639-417.; by 7:00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++•+++++++++++++++++i•+++++++++++++++++++++++++++4 \`1I CITY OF TIGARD Site Permit Application Recd By 13125 SW HALL BLVD. Ccmmercial: Com lete ENTIRE form Date Recd c- p Date to P.E. A-17_1;91 TIGARD, OR 97223 Residence: Complete SHADED areas Date to Ds. (503) 639-4171 x304 Permits �T9P-ao5a rc,`�'�3�� Related SWR*_ Called / - Print or Type 'yW`K4_9 111W Incomplete or illegible applications will not be accepted Project N e Job �Cs©T7W � Utilities(Complete all that apply) /`/ � Y Address Address ' Storm Sewer 33A I ;W Linear Ft. Na Sanitary Sewer — t "li Linear Ft, Owner Malling Address Fresh Water Linear Ft, City/State Zip Phone Catch Basins General Na a lean Outs Contractor -I y'I ,-)1 p 'T 0 h?4 5iM V # Prior to permit Mailin Address Describe work to be done: Issuance,a , c ��}� lJ New❑ Addition qtr <<r �* copy of all 4�'O 1 'V' - 4or� [] Alteration[] Repalr[I iicensas am City/c`tafe Zip Phone Additional Description of Work: required if „w i I I e O ��Q 0 'O ppL.- 4 15`1 expired ir.COT State Const. Cont.Bo rd Lic.# Exp. Date database am Pro)ect - Valuation �3,�OC) • t7C� Architect Mailing Address Plans Required: See Matrix on back The following,must accompan this application: Cityl3tate Zip Phone Site Plan with Vicinity Map Parking(including Showing ADA compliance ADA)&Lighting Plan Name x_ h Lir 1t k- LI I ' , Grading Plan and details Landscaping Plan �, Engineer Melling Addr s Erosion Control Plan and Retaining Structures 'LI ,I II'/Ci SL C.r details _ including calculations City/State Zip Phone Site Utility Plan and details Botts Report 1)0'rid be C (showing xnnection to (if required) 1055 UU - tor_>O� _ approved system) Excavation Volume I hereby acknowledge that I have read this application,that the (Soils report required for>5,000 cu.Yards information given Is correct,that I am the owner or authorized cu.yds. agent of the owner,and that plans submitted aro in compliance with Oregon State laws. Fill Volume Slgnaf Of Owner/Agent Date (Soils report required for>5,000 cu Yds.) J Will the fill support a structure Contact Person Nam Phone (Engineer required if answer is yes) YES❑ NO® ,0 11Z Retaining structure?(check one) []Rock FOR OFFICE USE ONLY C]CMU Notes: �NSb w gConcrete f "� ❑Other Total new impervious area including all Land Use Case# Map/TL# buildings.sidewalks,andpaving Wtt 1 1 'i 0 L Sq.Ft. siteapp.doc 3/98 1 s- � 7 � 6► �� wI `7 %! C j I 1 \o�St ' f i { ,4 7� 1 I ua i l i SEE 35MM ROLL #20 FOR OVERSIZED DOCUMENT page w 1. of 5 KEYSTONE RETAINING WALL 06%GN ; Based on Coulomb-NCMA(modified soil interface)methodology KeyV'lall Ver 1b, Oct 1, 1997 14SK4 Engineenng, Inc. Project 13381 SW CLEARVIEW WAY, TIGARD Dat» 2114198 . .' Prod, No . By- sml Design Parameters Soil Parameters -4— r-f a-pOff Reinforced Fill. 28 0 110 Retained Fill; 28 0 110 ' r Foundation Fill. 30 0 120 -- ----r, Reinforco I ill Type; Silts 8 sands Unit Fill; Crushed Stone, 1 inch minus "T Factors of Safety -- - -- - Sliding* 1.50 Overtumrrig: 150 Pullout 1 50 Uncertainties 1.50 Bearing 200 Connection Peak. 150 Serviceability N/A Reinforcing Parameters Tensar Geogrids It RFcr RFd RFid_ LTUS FS Asa Ci —9-0-. UX1400S8 3697 2.64 1.00 1,05 1334 1 50 889 0.80 085 Analysis- Unit Wall Satter 7 1C de rnt Type COMPAC g Leveling Pad (crushed Stone Well Ht: 10 00 ft embedment. 0 67 ft Level Backfill Surcharge LL -- 0 psi uniform surcharge DL--0 psf uniform surcharge Results Slidina Overtuming Beahr1g Shear Senging Factors of Safety. 2.54 5.04 585 3.08 727 Calculated Bearing Pressure, 1161 psf Eccentricity at base 0 42 ft Reinforcing (ft & lbs/ft) Laver hi= Lenglh Reinf� Tat- Tented 1__conn Q 3 733 800 UX1400SB 510 236 570 ' 2.34 2 4.67 7.00 UX14008B 741 419 741 . 351 1 200 6.50 UX1400SB e89 818 911 3 FA Reinforcing Quantities(nu waste included). ( Efficiency= 55% ) UX1400SO 2.39 syM Keystone Retaining Wall Systems, Inc 44,14 West 78th Street M nr`avolis, MN 55435 I pays; IJJ3 of S KEYSTONE RETAINING WALL DESIGN Basad on Coulomb-NCMA(modified soil interface)Methodology KeyWall Ver 1b, Oct 1, 1997 ASKA!rnprneennv, Inc Protect 13381 SW CLEARVIEW WAY, TIGARD Date '2/14198 Proj. No : By eml Design Parameters _. Soil Parameters AL -;-mf Reinforced Fill: 28 0 110 { Retained Fill: 28 0 110 F � I Foundation Fill 30 0 120 Reinforce Fill Type Silts& sands ;1 Unit Fill: Crushed Stone, 1 inch minus > f Factors of Safety Sliding 1.50 Overtuming: 1.50 Pullout, 150 Uncertainties 1.50 Bearing- 2.00 Connection Peak 150 Serviceability. N/A Reinforcing Parameters Tensar Geognds Tul RFcr RFd RFid LTC!_L FS Tal GdS UX1400SB 3697 2.(34 1.00 1.05 1334 1 50 889 080 0.85 Analysis: typ. Unit I yp J. COMPAC Wall Batter 7 10 dog Leveling Pad Crushed Stone Wall Ht 8 00 ft embedment 0 67 9 Level Backfill Surcharge LL - 0 psf uniform surcharge DL --0 psf uniform surcharge asults: Slidina Overtumina Bearing JbejLr Bending Factors of Safety. 2.71 5.66 660 ?,10 2.18 Calculated Bearing Pressure 918 psf Ec:entncity at base: 0.31 ft Reinforcing (ft& lbs/ft) La er Huht Lenath Reinf. Tai Tension T,g_nn FSS 2 533 6 50 UX1400SB 570 236 570 " 2 13 1 2.67 5.50 UX1400SO 741 707 741 ' 195 Reinforcing Quantities(no waste included): ( Efficiency- 53% ) IJX1400SI3• 1 33 sy/ft Keystone Retaining Wall Systems. Inc 4444 West 78th Street Minneapolis, MN 55435 I page KEYSTONE RETAINING WALL OECISM Based on Coulomb•NCMA(modified soil interface)Methudology KayWall Ver 1b, Oct 1, 1997 ASK4 EngMeenng, Inc. Project: 13381 SW CLEARVIEW WAY, TIGARD Date: 12114,98 •• , Proj, No.: By: srtil Design Parameters Soil Parameters Reinforced Fill: 28 0 11C ( Retained Fill. 28 0 110 Foundation Fill- 30 0 120 ` Reinforce Fill Type: Silts&sands Unit Fill, Crushed Stone, 1 inch minus z i Factors of Safety - --- Sliding: 1,50 Overturning: 1.50 Pullout 1.50 Uncertainties: 1.50 Bearing200 Connection Peak.. 1.50 Serviceability. N/A Reinforcing Parameters Tenser Geog►ids Tult_ _RFcr _ RFd RFid LTDS _F� ral_ --�! —U- UX1400SR 3697 2.64 1 00 1.05 1334 1 50 889 080 0.85 Analysis typ Wall Batter 10 deg Unit Type COMPAC Leveling Pad Cnjshed Stone Wall Ht: 6.00 ft embedment: 0.67 ft Level Backfill Surcharge: LL -- 0 psf uniform surcharge DL --0 psf uniform surcharge Results S11029 QvqqW Bearing _.heir BeeRdin9 Factors of Safety 299 6.75 7.84 5.10 702 Calculated Bearing Pressure: 680 psf Eccentricity at base- 0.20 ft Reinforcing: (ft$ ib-;ft) Layer h2igbi Length Reinf. Tal Tensi n TcQnn E52 2 400 500 UX140OSS 527 133 527 • 1 96 1 2.00 4.50 UX14008B 655 398 855 • 2.06 Reinforcing Quantities (nu waste included) ( Efficiency= 3016 ) UX1-, .)SB 1.06 sy/ft Keystone Retaining Wall Systems, Inc 4444 West 713th Street M;rnneapolis, MN 55435 pege,.w q of 5_ KEYSTONE RETAINING WALL 012-3,Gy Based on Coulomb-NCMA(modified soil interface) Methodology ' KeyWall Ver 1b, Oct 1, 1997 ASK4 Enaineenng, Inc. Project 13381 SW CLEARVIEW WAY, TIGARD Data 12;14/98 • ; Proj. No.: By: sml Design Parameters Soil Parameters cif ' Reinforced Fill- 28 0 110 ' Retained Fill: 28 0 110 T—.-r--- — Foundation Fill. 30 0 120 f f Reinforce Fill Type- Silts&sands Unit Fill: Crushed Stone, 1 inch minus J1 Factors of Safety --- - - - -- Sliding: 1.50 Overturning: 1.50 Pullout 1 50 Uncertainties 1.50 Bearing. 200 Connection Peak. 150 Serviceability N/A Reinforcing Parameters: Tensar Geogrids Tult_ RFcr RFd RFid LTDFS _ -JAL C, d3 UX1400SB 3697 2.84 1.00 1.05 1334 1 50 889 0.80 085 Analysis typ Unit Type GOMPAC Wall Better: 7.10 deg. Leveling Ped C•ushed Stone Well Ht: 4.00 ft embedment 0.67 ft Level Backfill Surcharge. I-L - 0 psf uniform surcharge OL-0 psf uniform surcharge Results Sliding Overtumina Bearino Shear a n Factors of Safety. 55.14 18.79 1402 7.57 702 Calculated Bearing Pressure 434 psf Eccentricity at base 0 05 ft Reinforcing (ft 8 Ibs/ft) Laver Hei h Lenath Rent. Tel Tension Tconn F-$o 1 200 500 UX14COSS 527 236 527 2 14 Reinforcing Quantities (no waste included): ! Efficiency= 26% ) UX1400S8 0 56 syM Keystone Retaining Wall Systems, Inc 4444 West 78th Street MinnesN- lis. MN 55435 ON CA VN - - ____.:�.�►d�..-_.rte.____.. 04 � LL' IlI� UULIW uuUU i► UU UUP � �;'� ' �'; .�, .L 1:�i1i :1 \ 1 r I I I � i I I I i I I ! I c �St 1 i I I Va , I I I ; r I i I I I 1