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Specifications 7 CALCULATION COVER SHEET Project Name Quail Hollow Lots 62 — 73 Rear Yard Retaining Walls Project Description Design calculations for 6' max. and 3' max, height pin pile retaining walls, and for 10' max. height boulder wall in backyards of Quail Hollow Subdivision residence on Lots 62 to 73, Raptor Place, Tigard, Oregon. Owner Brownstone Homes Client Brownstone Homes Date Project No. June 19, 2002 364 -1 From This Page To Page 1 26 •••• • • Table of Contents SPEr-/�L7 ert ttU5 ;rt2Cb i e775 etc10/ . • Page 2 Site Plan A / • - 2 y.Z✓i / • , . . s • •: • • Page 3 Typical 6' Tall Pipe Pile Wall Section, Lots 62 -67 . • • • • • • • • • Page 4 -12 6' Tall Pipe Pile Wall Calculations r,�/9 -L 1:=07S'fllG : �G Page 13 Typical 3' Tall Pipe Pile Wall Section, Lots 68 -73,e , ttl•►2Lb p•1 _01/A. ..... Page 14 -22 Tall Pipe Pile Wall Calculations 11U - !/('i1/ _ Aj • Page 23 Typical Cross - Section, 10' Tall Boulder Wall At d-15-Age. G0411944.7770/1 • Page 24 -26 Boulder Wall Calculations • • •.•• • •••• d c-.p1 L c_toPt( ' PRO,rep - CITY OF TIGARD . G j ' � • .- 1 4 - i ' , Approve ('1 `Y 13507 �' Conditionally Approved. ( ) - e wo For only the as scnbed in: - - - MT a /1�Zd l O/>3D5 6/454.44# O GON If. _ See Letter to: Follow ( ): � + Attach D: -so 4 RkH 19, \''' �Q�. Job Ad ass: J 30Z ► • g) L.-4/ ' Af � / V CLIO ' By: Date: fi� /�'�dL • • ExP. !t.. -31- 0 3 Alder Geotechnical Services 3910 NE 10 Avenue phone (503) 282 -7482 Portland, Oregon 97212 -1221 fax (503) 282 -7402 . 1)/ t -1.- frAtz-,T &L DR, ✓8 DA/ l idDPI GMtiE 10' max. boulder wall 6' max. pin pile wall i ' 124 125 ' 1 1 127 ' 103 j 1 121 aU� 104 ' S s gaa i mam oS O. -� 61 . 120. < 105 I L .. 62 60 _ 119• P - 130 10 \ - 7�RAC*F 63 59 118 0 64 58 - 65 57 109 • 1c 1: ' sce 1 �t ^6 110 i t • TRACT 'AA' x M 0 89 r 1 I 70 1 71 s � � � 3 max. pin pile wall i �2 ',0 TRACT O 0 - i ' a �� � �� ? �� 44.1e \ O. ��� � TRAC / � � • y 4, C ,r-fc,,, . oy Jam % p . ' 'Gi,�QVs\ •••••� 131 N • • • • 4.001 ACRE \ • • • • •' • 64 dip 4 •••••• • 3 0 1 9' ! . '6' A' • 36 4 4 %. J JS \ ` `t T Slifi • • • 35 • • • • ■ • • �� y ry n 0 • ••• ••••• 1D.00' or - or J• h \ • • DEOICA -WAY n 0.›. : • • • • • 33 ' ..... n 09 6. 0 , • ry 32 • • • • • • IKAe • • C h� /'N • • • i °,, r 0. 3/8' I.R. (NO CAP) 1 % n N I W PER 'BENCHVIEW ESTATES I :13n .1 \ ;., • 1 ^ (MELD EAST -WEST P09TION)1 �h. , \ i , P7'` „ ^,, I 0 rt1A RKED ^ OTAK NC 1 30 �� • i-- ;4-) 1,11 , ::.1::: 7 \ \ o 3 12 Z /14 \\ a I . 0-51 • N 88'29 14 • 1 i b / N h 0.12 NOT '•C S.xE . ,:. N8TS4 JW Fn 'F0 5/8" I.R. W /WC 28 / 11 122. I NARKED - cad. PL5 1985: - :.t / 17 5 L PE• C.S 25.372. i .A..."3 gi(6 • • Alder Geotechnical Services Job # 364 -2 -1 Quail Hollow Rowhouses Page 2 June 2002 Tigard, OR Site Plan JOB BRousNSTomE MOMES -QUAIL. HOLLOW ALDER GEOTECHNICAL SERVICES SHEET NO —3 OF a CD 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE NOT TO SCA L-E. 12 ?Kop -TY LUJ lalic , WOOD FEMCE 2i i 1 PLUG TOP OF PIPE t wilt+ CsRou r *.: I !Y /17 I • NEW TOPSOIL 4_ • 1► • _ • • 6_ ol.. NW- wovt_IV ._ • : & OTEXTtL SEPAJ M1[AJ (' MAX riAriR.RIHZ ` ...... • . ....., L�. " - WUIJJUS CRUSt4E Rock .• •r• •••• •••• ... ■ •• • • • /. • MACoAFFLP.1 7 coaT -b ..... ...... • • DOV6t_E TwtST 8, o v IEs14 •• . • 154c 15`c t 14 c. CO14TED C • • • • • • • ,10 GA .6 MESt-1 LIP To PIPES •• ' ' ..... CV e: .l0. ( 2. NtIN. •••. •...:. • TORN Sis.c.K F4(JIJLr le M► j . 4" DIA. Sc4. So l t_Ac K PIPE dyr 2.4". O r! - CE Tt�-R - ---- 2 i PROP4 ..4v 1 id- . 4 - , TYPICAL WALL SECTION UNITS 62. To (- /0 _„„.„ � �_A , Qy ` /119,..- • ii-P-03 D PRODUCT 207 JOB Qum I-, Hvt Logo - 3 (o 14 -. 2 ALDER GEOTECHNICAL SERVICES SHEET NO it OF 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE PIIJ PI = WPet_L C- 4161....c.OLra-rio-NS 1A1# 1--L. Loc- A- T1©Il1 ". 1 A-L KY A4-t - OF L v s to a TO (o 3- QL)A1L -. Ii- oLLOK;) SV O t tll S fOrV TIUA R® , CSP &O N WALL- TYPE S rE.EL_ P I PE PIL€. GievuTI Leo WI mk- Y►'l 4 C c i4 p t— set tvt L S t-i- F &X,- , /3/1 Ft LL IN1TW CsRAAJmil.- 4 TbPSOtL ••• 1• WA - �.-L_ lt�� t C -ro4 -fi to ' W1 04--)( .... .. ...... •••• ...... • .•• • . • . . • • byA LL L L TH" 16-1 ...... ...... • • p at'z-TY (--t /0-E .. :..• . • .... ,� . CY,I sTl NC,- .. • ...... • Z •• •• ght_� `�Ala) i ..... • • ‘ El FENCE. . .. .. .... ..... • _ U r - AY.. � ...• • S LOPE. --- ,-`^\__.A,,, • , • Ci1 66 1... V311ctcFlu- .. 1 W eh— t....... Z a (s -----\ 2 wI eTht'0 or-- kt_YS I S b use- c. t_As I' m-T- 4 pol;.s p "T14 A N 0 `TAR z A (vv4 WI 4) ' UI I ea u wl RA R c /ry to Lest) tO kt,t -S 11 PRODUCT 207 JOB 31D4 Z ALDER GEOTECHNICAL SERVICES SHEET NO 5 OF Z( 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282-7482 CHECKED BY DATE Fax (503) 282 -7402 SCALE SO1 Pokerp 11eS - C %I STING- s L s kr 1Qirt -L t_bc r7( Cc oUS IST"S a F. uNiJ ( syuP,6 TukLkr1N VALLEY S (LT, - SSuu ; c; ` _ 3b° c = 0 Ps N o z -(-otw c -r u, .t lAiii 'f" ilSLE. -- t .JA- L 3A Pt LL w< t.. L. SE CR LDS (*St , c vL-It b l s, - 'r &P GIN eL ) 4 '4 I N OS 1/111 $1 .( kft __ •(.71 •(.71 • • :. • - • • • • t • . • • . • o P S F • ••.• • • • i 3 0 Pe--12 ••:•• ...... , ••••• • • - • • • • • ••• • I•• • T rA t.: Uz._'— ... ..•••• ' u T.zc • • • • C/1'LCU L A-c-ri nit,— t 1 U.)k t. -lam , A- s SV kvi E.. T14'6ee CST t c-ora • • • • .... • Fi4 L.0 2 C tau ell Cam 16 F tt i sV Q WA-l.L t S E--1 J l Iktie ..1 1 tom) (1 J J D PRODUCT 207 JOB 360 4 — 2 ALDER GEOTECHNICAL SERVICES SHEETNO OF Z c� 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE L A-r Piz.. SSu s • SSuwtrc R4(' u n r r 4 - p1 s .svtQ G � 7C V C3 n WALL- ' A -SSUe4 Por t * V..r'bt- >PRI ,SUl2e Gou0r -' l !�J FiRc ou 1'' o f w l._ . A Su ME Sta1PL L -E'-T` rM / t) 1 441 (rc. -_ t4) T t w a te C o1�c- c u c.ek"r7 lP �!rS S i 1 . lt'rG ve p oLess . (uS c.ou c.c _ ►3 - rcrtServ2,r ) A . GAR Ary e-c_ be rl L lr m 1 g O •••• •• •.• J • t3o Pc-F- .... C'. 'r - b . 3 ct (I 3 0) = 41 !PC , ..'...' • • - • 4 ! ' y - '. � . • • • • • • • • • • • • . N nuE ( L -6- I l 0 IP LT /ei �3 b• 2 C I to) = 3 Z, 7 IP L c. A-c-V7 6 1Vr ZI3 _ 2. 0 o - 32.7 coo- C20`) - 3 I ft • /*GAL ze,,,yvit, D PRODUCT 207 JOB 3(04 - - "2__ ALDER GEOTECHNICAL SERVICES SHEET NO OF Z c 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE C. , P A - S S I V E P K Es U Ra. — Use a -c UbT Et < Lt i sLsL Ylrt'LSc.` -�'" A.. c.t+ -' -1 pie t,sc J r / NAve O e,u, , u 14A e L , pyr5 . Z F i v. � , P. 6. 4, t=ree - 30� o 3i+ : 1 I s LSE ►�G`� -l9W wob-�.t. 18 R d 1:3•C 2,6 ( d . $ S`) . - 2,3E32, � = , Ho( 2.38) = Z 6 �- Ft- .... •• •••• •..,. • Z u s 'C 0 C. ••. :; P •• • •• •••••• • • •• • • •••• • .. 000 o o 00000 o OO • • • • • •• •• •••• • 1•• • OOOOOO • • • •••• •• • • • D PRODUCT 207 JOB 3, - 2 ALDER GEOTECHNICAL SERVICES SHEET NO 8 OF 4ClA 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE Plat= & Rt 11 E • A- ssu"ia PiLCS Mks. Li „ D 114-. sC- . ao Pi Pts P� = 3 Ks 2.9 Xto 3 ksz F O . fa to F = 24 KSZ • 0ESt(y v pi tom. F , Sr) -Y 1R f WWSs. t t — N 0 &tkouT 1 tPIpES — A SVtat€ `.,1L1 1 S vi4octriemT ,'tr C_bW K.c E t U co -- 1 Z ../. im /yle (0. oft 144141 )e- Low...RI-A0 i 010 •ww . I ' ■ l � ED YES Z. Stt? y. 0,012. � -- o = +r•)•,ae 1M$i••. .•• • • • •• ...... . .... ..... • • O. 0 7-- /IQ (--1+ 4 - tom• 1k 0 S 1 elV • • 10 10 10 . •• • 1010. • • ..10 • 1010.... , • • •• 10• 10... ••• • • • . • • .10 • ..•••. .�... / c_11J frL C O R R O S _ y L4`3►^.�'• • •e•. 10.10• 10 10•!•. 1010•••• •. PIPE PacsPc - y1 D St&rJ 1010 • • • • 1010 •••• • t 0.33 - t�J. O • 2.9c) 1A1 (wntiu. 1111LK) . D O 4. St> 1 N. 1 4, 4 7-Co in/ o yr S I' 'fist °� / -kA 41(4 I 1 N 3, -?-I 1 z' i " j.(o I � Z ° J x,22, ►Al Itti o .1G, kA it D PRODUCT 207 JOB 3cLI-- Z ALDER GEOTECHNICAL SERVICES SHEET NO. 0 OF tE. G 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 CHECKED BY DATE Fax (503) 282 -7402 SCALE Y 1 e cnc. uArtlG S r S • c. k-Als s t 4wA.- vt p ttr_c=s s u i-E. i *- _ P t L. R ✓ rS A- 1 -t ( Vb oin i4 1,JvuT sc5u4 e P©r -- ` O + t kJ tTS l`c."9"t tr5IY) 6't) L u t L t'Ft2t u tail Or - TIA -6- Wert-L. Vim. U t vLL. S roar - ittks S U 44 &r r (t)F- lit ' -Ci IrCetkr- t r**-- .$U&4.4 &IF 04c9-0-teti r5 A fur Ak Y pv krr' M tJ Sir Vb a'r1N lU . . I) se. cow P oil poe�nc. " C_ T - - stb Tr uG-,' 1 %3Y c t vs L TC-- -C_{-1 Tz:3 fEste FOR -rat A4v4LYS ( S • 8 «' e� •. •• : •••••• •••• ..• ••• • • 1 U5 . 1- C.a j eA- .•• : • : I % Pa44*Sts . :. ••:.•• • 14- Pi ••• • • A • •• L��l�'� ' .... ..... • • • • • •• • C. A i■ �`` \ E E" F �'t++� AZ 7i 'U Kp` 6'(NtD)Kn„ �Ka.. �D Ka 144._ } D KQ - 6' (. -cp)kp D PRODUCT 207 JOB 36 4 ! Z ALDER GEOTECHNICAL SERVICES SHEET NO. 1 OF e 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE a)M14 `{ 03'* tikes u t.-1 Fob LE" 0 x s c.K. SO PIP' a a 0 .C. . s PgS-u &)G.- To 0 Wit - . pC9'J t 1 •••• ••; c t_cUL415- L x �.'� •••�4h" " °, •. • • ••. • ••■••• • • • 0 00000 • • • • • •• • • • • •• •••• • ••• . •• . • • • . • 000000 1-,y, - .86 )C. It 3 — 12 L g _•••/•� •••••• 00000 • • .• • • •.•• 1 D PRODUCT 207 . 5Ffeer 1 I OF 2,. Quail Hollow 6' Tall Pipe Pile Wall ;� v Depth (ft) Tigard OR 2 -0 - 5 v - 10 - 15 Balance Force 0 1 (ksf) I I <ct- Shoring> V 6.4 CIVIL TECH SOFTWARE USA www.civiltech.com .. • •, •• • •. • ••...• • • Licensed to John N. Cunningham, P.E. Alder Geotechnical Services ..... • • • •.• . Date: 6/18/02 File Name: C:\My Documents \0300 \0364- 02 \6pile.sho �...•. • .' • • ••• • ..... • WALL HEIGHT: 6.00 MIN. EMBEDMENT: 9.86 MIN. PILE LENGTH: 15.86 • • • • • • • • MAX. MOMENT: 6.99 AT DEPTH: 10.37 ... • • • ..•.. ••• • •• •• • MIN. PILE SIZE AND TOP DEFLECTION - shown in ( ): . •. • •. • . . • . W5X19 (0.3) W6X9 (0.6) HP8X36 (0.1) W8X10 (0.3) HP10X42 (0.0) W10X12 (0.2)'HP12X53 (0.0)• • ..... W12X14(0.1) HP13X60(0.0) HP14X73(0.0) W14X22(0.0) W16X26(0.0) W18X35(000) 1N 1X44€0) .•••• Based on Min. Section Modulus= 3.5 in3, Fy= 36 ksi= 248,400 kN /m2, & Fb /Fy= 0.66 ... • • • •• • • • • • DRIVING PRESSURE (ACTIVE, WATER, & SURCHARGE) X -- Depth from wall top •... • • No. X top Top Pres. X bot. Bot. Pres: Spacing 1 0.00 0.00 6.00 0.23 2.00 ACTIVE PRESSURE (BELOW DREDGE LINE) Y - Depth from dredge level No. Y top Top Pres. Pres. Slope Width 1 0.00 0.23 0.03 0.37 PASSIVE PRESSURE (BELOW DREDGE LINE) Y -- Depth from dredge level In the calculation, the following passive pressure are divided by a Factor of Safety =1 No. Y top Top Pres. Pres. Slope Width 1 0.00 0.00 0.26 0.75 UNITS: Force - kip, Moment - kip -ft, Pressure - ksf, Pres. Slope - kip /ft3, Length /Depth - ft, Deflection - in Q Hollow 6' Tall Pipe Pile Wall Tigard OR Depth (ft) - 0 N - 5 \ - 10 - 15 - 1 ksf 0 . I I Pressure Diagram . ••••• • • • • • • ••. . ••..•. • • Top FlrsctiflA =0.97 in. '•: • . • Depth (ft) Max. Shear =4.09 kip Max. Moment =6.99 kip -ft Max Defectio nh =0.97 • in. • • • • • • • :•.••. •.•.•. • ``� •••• . • • • • • • • • • \ • • \••••• •• • . • • . "• • • • \ •.••• ••• • 5 :5 .�: • • •• • ••••• \ •• . • ) . • • ••,,, \ • • . • .• •••••• • • •••• 10 \ \ / 4.09 kip 0 6.99 kip -ft 0 0.966 in. 0 I I I I I I Shear Diagram Moment Diagram Deflection Diagram • PRESSURE SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Based on one soldier pile or one foot spacing of sheet pile Pile Properties: E (kip /n2) = 29000, I (in4) = 9.446 . Date: 6/18/02 File Name: C:\My Documents \0300 \0364- 02 \6pile.sho Licensed to John N. Cunningham, P.E. Alder Geotechnical Services <ct- Shoring> V 6.4 CIVIL TECH SOFTWARE USA www.civiltech.com JOB BR07w5715 tic'uct - 6011-tt_ ti7t_.l.et0 ALDER GEOTECHNICAL SERVICES SHEET NO. 1 3 OF Zia 3910 NE 10th Avenue DATE PORTLAND, OREGON 97212 CALCULATED BY Phone (503) 282 -7482 CHECKED BY DATE Fax (503) 282 -7402 w' ''(� SCALE No � •`0 Sc...M......6. ,s_____ 9 itty pep..TY Like aok PM D ev IPM44.. t r 4.' wuivV 5 GRO Sk+C --b 2 - Rock NEw TtPso► L (v -01, . NoN —too oV1 `OW 77 if 3 Mix •. • • ► N cro,�rr D . .... • tn1RC.G A F � E.�t � G • DOLML E. "rwl4T 8 1..u) ►'V►E.st-1 •.: • ••. SilctcC- �-( tNL COPrTED ••; • w1 td- G L t P TD �' /' :..... • p ►PCS Ever2`-C 2_ ..•..• Timm 3A{k Ft4ct�uv- ftita�-T�e.�rt�t -S le r ' ...... -� . ..... . . `' 3 D Sc.4. L4t PIPE : . • ...... A-r 2.4 o. c. ..., • TYPICAL WALL SECTION 7 _U1QttS 6),gTO .. f �� X07 = '-. N oy 'Fit \ DNS CUNOI - . " . 1 _11 —D3 ' D PRODUCT 207 JOB Q UM L, HVu_ - 3 62 Li - 2 ALDER GEOTECHNICAL SERVICES SHEET NO 1 4 OF Z 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282-7402 CHECKED BY DATE SCALE PI kJ PILE WA-L.L C- cuL a ALA LL_ L., (9 c Or '-t 4910 , 13 KY'4 -te.6 S OF. L..vT ro 4 3. Q t) Ari L. 1-1--c7 L L ca tk) S o k?, bit (ii s t o 1 Tt&-ARt, CSR.E&or i , WA- LL_ T P' srEEL_ P i PE - PILE. C ui'tt.,C-u Elk. Wt xi - i A4 C C k F &:"- t M C . � ± N4C.1 h.)&- , 6 At_tr< F t LL.L ... ..... 4- T P$o L_ . W t TN` tsU'�Avi b t ..: ' .. . ••• • . •••.. • .. wA- t,.-L_ t• t C-rta4 -r ± 4 ' A--)( .... • •.. • • • • .. . ... ,•• • •••..•• ••..• ••• • •• • kJ li 1- k- L L's • • • ep -rY tA • •. .• .•• • E�sYtNCr • ..... , S he...K. ‘.? Alk•O 10: ? : I e N �vf SLeP ...... . • 7 e—AisT(n,( S Lop G � ---'\, _�> -. , • • j AA t a: mi to) 6 "f" A ' .0 6 Ar_ k Ft L t.- _ , V P S -O Pt PE l- Ph ,- UU . tl�_ c 2 CE- 5 ---- -----_____ vyt E G7O D Yom- AluA -YS t S O 05 E- G Lt45 -ri+ pa_ss .+ 'f A—/)C D PRODUCT 207 JOB ALDER GEOTECHNICAL SERVICES SHEET NO. l 5 OF ZCo 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE SOIL.. Pta■C M1e5 es-- )4.1 SalIV(r SL(7pC A-r Wtrt -L LbC- r7C7.J ccou GsTS A UN (s 'qv P, IS TUk L At-T N 1// -LL& 1 S (LT , SS U N4E, ; '=7, = 3 b ° C = 0 PSF 1--tN cm- = 11 ( P c---F Ni 0 'LL671.0 CD- Rauith LU IS LZ. • .... ••, •• • C� ...... - I ..:.. • brtS/61 T' &P-G veL 4` M IA)C).s �'�nt, ...:.. • •••. S w1L &R. . Ft SS U wt e , • ...... •••1•• r • • o PS . ...... •••.. • • • • . . • •••• To - vrL C.0 L Aare. L_ P�A (2 r-e Aar t j(r (iv UA9 , A S SuME etzenc .ort F Loa E. W + L#/,v0 WALL_ t S )Tl IRCreL. j 1-1\..) C.#v) t� D PRODUCT 207 JOB 3 G 4 — 2— GEOTECHNICAL SERVICES SHEET NO (4> OF � 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE A P Js t_ C rim- PR.e Su Re' S • i4 S S u&M. T+ U e p2A S L) c orkh) r `r c u t3 -trn9 wGM- t�- S S U r M P /t S t'J & t ' 24'� ' P k eS 0.2e C6 t O r P'7 J S t N c,N r ©F- to /4ssuvue sLc 1 c-T wt r.vr 4r &(PY w 11J tit - L c v LA-1-1 Ass— tF- t.L S u ez..C.- 1 ► � - rtu� . l �, t .. t �S l .c - W1 V3 mot' • • A. /4fv C"L rI 1, 1 6 1 ...... �:3Se • ...... 1S" : 1$ p P �. F •• • . . • • •• b.3 ict(3') • ...... .. DOW-Ai - 2 - (3 - I' .... • • .... •• �. cam- 2'4 = .36 ' te ► - �,,,�► l ` . 9004 0 30 Pc.r- /c1(- 2 7'3 vIwk cduL v, G ) b<a_, = ®. Z te a , = b . 2 0 ( ( I ! o) _ Z 7 �. � y 1 A v (, - D c 5 - c o k ) - 2 '/3 5= Z b o 3 Z. 7 (-am. 6 z o = 3! 1QC. F •( • cg- t*C91 -t -t. t'> L D PRODUCT 207 JOB (D4 - ALDER GEOTECHNICAL SERVICES SHEET NO 1 OF Z(o 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 CHECKED BY DATE Fax (503) 282 -7402 SCALE c., Pry -ss1ve P — US CA Uor Etl, l< CSIA. I Stom- ---r A. c.14 pkes / J Aimve Q C IAA A . I v k i cL_. DMA . 2 , F1v-• g , P. 4.6 0 = S 30- : 1 U S LoPe 6 GI-C9 Wrri !8 ° S . _ 0 .4, V _ o .G R_ 0.e . K 2 ,.S (c,.1 s) = 2,313 •• • P= ' = ` I o ( 2 3 8) = 2. z (--C • • ... . •..... . ...... • USA._ �— p f Zr-- ' • ' • . ..... . . . . ...... .. `. . • . .• .. . ... ,. • • • •S. • • • • . . • •• •••s'; °. . . • D PRODUCT 207 JOB 3co y - 2 ALDER GEOTECHNICAL SERVICES SHEET NO. I (� (J OF 2 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 CHECKED BY DATE Fax (503) 282 -7402 SCALE - A- sSU»' PiL15. kE 3;' sd_o . o p P 3C0 acsr :. Za xi0 kSZ Fb © -(0 = K L Oc ?t( p1PE.q. F -Y C- $I n)0 tNC c s*rt - - /V & .OU1 I N IPtPe — AsSu -(e S I t- i S 0449AJ hem -reLse < oS ! L1 e .. :.. C S rN Cr- l Z ,Gt, �+'� / `J' c 0 . CD t Z Wr r;, •� i) �)•.... • ) ..:.. • C. ( -12,( t- wk.) .... ..... . ...... • . • . N � o U ice. 3 + . .�` 14‘1 • • "' . i • ✓t1 • ... 1 • • •....• ••• • •••• • _�- •• •• . ...... •••• • • • f - /. 1a`11 Art— R.' \4/31.+` • • .1 • __-• 5 . Pli>e D C S1(..1-N t 0.2. tb c,. O. i(rac) - in) (wnti.L. YWt 3 SD 11Q. , 1 4-1-44. - 1&/ IWSrQ� A-RS: 7-42.3 1 x .1'31 1,G.48 inc b 3 3 'e(^ D PRODUCT 207 JOB ALDER GEOTECHNICAL SERVICES SHEET NO 1 Cr OF Z-( A , 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE wl e fl trvl C /4iU LXs i S • C.. Lkss1c-wL r.Th- pot sSuit€. * . pit__. ft Q 1 ti lT S L V 1 4 &t6 L (' T* . eG? U t L vg ie_l U U/t O F - 9k-g- Wob't -L to..LtJ'So C U&. ver 1 $ utA4 c Dr. I.01I4 Q . +urrArt_ '� c� :ar lout ,.uwc ctiP W4 c,w 6 1'S A 0 047ur - /Nv-' po M'" ►u V ST vbCfr 1g- zL ti- • US E. co cM P uT( P 02Cbtiz_rom . fi r— S L-bctroErz &* - t ‘3% c..I Vt L TCc -4 Te., MR a°. (44 A -L t'S 1. ••••• • ..... • • •••• • ..... • . . • ... • . • t titer • • • • . • • 1 Ad, 1p ae,S tS: •. • �-� '• / A • c , 1> 4111 0 , \ . TDKP 1- 04+D)K` (►+��) X17 Ka x 7 -6 K4 '6 (H-rD)kP 0 PRODUCT 207 a . . - . JOB I. ALDER GEOTECHNICAL SERVICES SHEET NO Z® OF 7...(0 3910 NE 10th Avenue PORTLAND, OREGON 97212 CALCULATED BY DATE Phone (503) 282 -7482 Fax (503) 282 -7402 CHECKED BY DATE SCALE Sv tm IM Fr ' O F-- g . tz . FoK 3 „ 4, 5c.4-L40 PIPE ( Z 0- C.- SP -- ' wt wt Ail. 7= ©t 93 tom - 'FT' 3 Trrt-L--- M b = 3.36 ix — -r ,', — T '( t — r C9 J •± V L) I Vz t3 ■1A4 S L R •••• ••.. . •.•.. • . . . 000000 000000 1„_10 ; 5, $1 s l'.1 •• •• •..... ••••.. •••• .o = 10. I •.•• lc� t ( 3 �, 63 i6 -€3`6447 PIE 2.: © - C- . D PRODUCT 207 5 *e " ` .t CAF Z Quail Hollow 3' Tall Pipe Pile Wall Tigard OR Depth (ft) k a k \ k I ... \ ,.. .,„7 ------>-\ 5 \ . , V Balance Force 0 1 (ksf) I - 10 <ct Shoring> V 6.4 CIVILTECH SOFTWARE USA www.civiltech.com • _ _ ..... • • .."` Licensed to John N. Cunningham, P.E. Alder Geotechnical Services • •••• ..... Date: 6/18/02 File Name: C:\My Documents \0300 \0364- 02 \4pile.sho ...... `•• . • • • . •. • WALL HEIGHT: 3.00 MIN. EMBEDMENT: 5.48 (8 -10 recommended) MIN. PILE LENH'$.48 • • • MAX. MOMENT: 0.93 AT DEPTH: 5.44. • • • • :. ..••. • ...... .•...• ••• • •• ••• MIN. PILE SIZE AND TOP DEFLECTION - shown in (): •. •... ` .. • W5X19 (0.0) W6X9 (0.0) HP8X36 (0.0) W8X10 (0.0) HP10X42 (0.0) W10X12 (0.0) .I4Pa2X53 (0.0) . • W12X14(0.0) HP13X60 0.0 HP14X73(0.0) W14X22(0.0) W16X26(0.0) W18X35 0•W21 G.0 • .•"` • Based on Min. Section Modulus= 0.5 in3, Fy= 36 ksi= 248,400 kN /m2, & Fb /Fy= 0.66 ••••" • • • • DRIVING PRESSURE (ACTIVE, WATER, & SURCHARGE) X -- Depth from wall top ` • • • • No. X top Top Pres. X bot. Bot. Pres. Spacing 1 0.00 0.00 3.00 0.11 2.00 ACTIVE PRESSURE (BELOW DREDGE LINE) Y - Depth from dredge level No. Y top Top Pres. Pres. Slope Width 1 0.00 0.11 0.03 0.29 PASSIVE PRESSURE (BELOW DREDGE LINE) • Y -- Depth from dredge level In the calculation, the following passive pressure are divided by a Factor of Safety =1 No. Y top Top Pres. Pres. Slope Width 1 0.00 0.00 0.26 0.58 UNITS: Force - kip, Moment - kip -ft, Pressure - ksf, Pres. Slope - kip /ft3, Length /Depth - ft, Deflection - in r ' Quail Hollow 3' Tall Pipe Pile Wall 5-Ee" 2.7., 0E 2 -4 Tigard OR Depth (ft) - 0 - 5 1 ksf 0 - 10 I 1 Pressure Diagram • •••• ••••. . • •••••• ••.•• •.•••• • Top Delftc i iri. • a ; • . Depth (ft) Max. Shear =0.98 kip Max. Moment =0.93 kip -ft Max 13eflectiop =0.11 in •. • • .• ..... \ • • • • • • \ •• • • • • ...... ••••. • ••.... • • • • • • . . ' \ • • • •C •. • / \ •• \ • •••• • •• .. • • t • • • K . . •••.0 •••. • • 5 • • . . ( ( \ 10 0 .98 kip 0 0.93 kip -ft 0 0.113 in. 0 I I I I I I Shear Diagram Moment Diagram Deflection Diagram PRESSURE, SHEAR MOMENT, AND DEFLECTION DIAGRAMS Based on one soldier pile or one foot spacing of sheet pile Pile Properties: E (kipfin2) = 29000, I (in4) = 2.952 Date: 6/18/02 File Name: C:\My Documents \0300 \0364- 02 \4pile.sho Licensed to John N. Cunningham, P.E. Alder Geotechnical Services <ct- Shoring> V 6.4 CIVILTECH SOFTWARE USA www.civiltech.com . si4e,er 23 I O rr. MA &. ROCKe• A C Z(a "CY P t CA.L CROSS 5EC,T1 a+s1 ), re...--ei 1447 • Mtt4• 't i', y tiv ♦ • • ,MPo.reD ,.„ X ,� ♦ &MtJtt- to f ' ® 2 2. C.oMPAC.1� T • — _ & 1 r q.... I \ (a 10 • -� 4'O Wet) ..... t4A,A• a Real( ;;X:11.9:73/q41 ..:.. • 0 { city `Hai:5a • e • e -- st:NILr .sot •e • _. ....e• •.•e• • eeeee. e. O •a . . 4" Pam. 1Pt Pi.: •. •• SuRRAUrub� i- c_ • � ..ee. WRAPP •• Itv .. did Mick Lev �N(r S Lippe - Wal C iftlal l • .... " P WJU S music€ o 14ON R oar I MIN. MI - a (N. 4 C.A-L•M 500x.DC sites 4 -M AN, 3000 -400 1b$ ) L} a`` orwe . 5 MAGI, 400o — 44,60 lbS, 49 -54 DtikeY J. * IPNI° ( -M .1 7000- 8000 Ibs , (oo -1z." DIw &. 4 13507 0 (OK To 0W Two 5 -0tA4 Foot woe 4-04,4 0 • Mout -Ze t.) * OREGON ALDER GEOTECHNICAL SERVICES '0 ' . 19 � 9 c o � 3910 N.E. 10th Avenue yN , ik Cu NO' Portland, Or 97212 -1221 5 ReE Z.4 of l o' B.00L.Detz, (DUALL GA4t..c•U rto^lS Z.(o PRoBLE Vt : Des 1 1 10' TALL. t3ovt-bE.k. WALL wtTN MAX. 2N:1V 13Ac..KSL0 PE AN) 0 SILTY 50tL. 13 AL.K1~,1L.I- ( .'T CA SE - rAosr czoosemweretve comot --A — -- 44......./ �� 1 uuww _ 4111k • • . DIES*•.• • , • •.: • _ ,.,�� )4.... . • • o ••• • ••••.• �� • // °O• e• • t . . . sat o v t e ✓ • •• . ••.o•• . .� '�fi 8 • • • V .. 1 • • 7l / 1LTtVE- • a • /, . . . . . ` .. •. e ...... • • • • • a • • • DESL PA-12A/A4 62regS C SvME b) A. Sot TYPc. - RevNi ^' E- sot` 1.s £I LT — eau lvArL Y" rLL)Ib v.)etbl!'r'r OtcrIvE covvnd fo , us) 1; = 5$ Pc-F (Racist DM1 Z. I P 86 Socc.., (b) - U*. vosicoer = izs pc F-- - PASS►vE PrzeSsUitf & Toe = ZSo pc.- (Dt -t1•a) ALDER GEOTECHNICAL SERVICES 3910 N.E. 10th Avenue Portland, Or 97212 -1221 SI•EeT Z.S . of B. FourJ1DAme J Solt., Up — otoptSTo s tJATtvE SILT couiR V W tTH (o`` 1 C.kuStteb ROt.iS L euetu,J&- pi — FIRtC.'Tici FAGToR = 0.6)0 FOB 63001.t t S 0►J3 C 4kUC -- A- LLcX)A*LE 13 L' '- P& &Suez€ = 2. PSF- C. . c3ouL -� s - F�ReSt� I�/E Srbt_'4` s- �►• y . ` • � kS '' .: :. F .. .:.. • S 6 �� VNL 1 •. w. . •.. ... . • •.. • •...•• ...... • • • • • . • S. • •..• . ...... • • • • • .. • • • • DeSl &,4 FArc-Ac.. : C' S P-T� ...• ... • ....•w .1• . .. •• ...... .. • OVE1R4+U RN 1&&- FOS ? I. 5. •• '.. • . ., .. - s L t Bpi NC,- FoS 1. • .• : • . • 13E V-os >...- 1.O (cow4P *:•. .... t-.E ) s s CAL G V 1. A - TFt. FAc E Rs OF- SA-r-ET`(' C 5 Ei. PA-c 2 - Fa. TYPt cm_ Dest(vo Std- 'gr.a•) ov Tv PJtivcr- FoS — 3.1 OK L.1®tN(7- Fos = t. S OI.< 3 - F 1.(o oK ALDER GEOTECHNICAL SERVICES 3910 N.E. 10th Avenue Portland, 0r 91212 -1221 I • John N. Cunningham, PE Title : New 10' Rockery wl 2H:1V Backslope Page: Z4 Alder Geotechnical Services Job # : Dsgnr: JNC Date: I OF 3910 NE 10th Avenue Description.... 7.0(12 Portland OR 97212 -1221 10' Tall Rockery with 5'tall 2H:1V backslope PH. 603 - 282 -7482 This Wall in File: c :My documents \0100\0192- 1 \rockery.rp5 d Pro Version 8.0 Gravity Stem Retaining Wall Design Build Date : 10SEP -2001, (c) 1989 -2001 1 ._ Criteria I Soil Data 11 _Footing Strengths & Dimensions ' • Retained Height = 10.00 ft Allow Soil Bearing = 2,500.0 psf Toe Width = 0.00 ft Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Heel Width = • a a Behind Wall = 2.00:1 Total Footing Width = 7.00 Slope Heel Active Pressure = 58.0 psf /ft Footing Thickness = 12.09 in Height of Soil over Toe = 0.00 in Toe Active Pressure = 30.0 psf /ft • Soil Density = 125.00 pcf Passive Pressure 250.0 psf /ft Key Width = 0.00 in Water height over heel = 0.0 ft Key Depth 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf FootingliSoil Friction = 0.600 Soil height to ignore fc = 2,000 psi Fy = 60,000 psi 9 9 Footing Concrete Density = 150.00 pcf for passive pressure = 0.00 in Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btrn.= 3.00 in Design Summary , Gravity Stem Analysis Data (Unreinforced material) Total Bearing Load = 8,579 lbs Wall Material Weight = 105.00 pcf ..resultant ecc. = 3.89 in Fc : Max. Allow. Compression = ' 0.0 psi (Soil Pressure 0 Toe _ = 1,566 psf OK Front Batter Distance = 3&Qp in Fc : Max. Allow. Tension = 0.0 psi Soil Pressure heel = - 81:35 pst K Thickness @ Top of Stem = 48.00 in Lateral Load Factor = 1.0 Allowable = 2,500 psf Soil Pressure Less Than Allowable Back Batter Distance 0 in ACI Factored @ Toe = 1,745 psf @ Height #1 @ Height #2 @ Height #3 ACI Factored © Heel = 985 psf Footin g Shear @ Toe = 0.0 P si OK Height above Footing = 8.00 ft 1304 • : • • _ • * • � • �� ft • � � • � • Footing Shear @ Heel = 26.2 psi OK Wall Thick. @ Height = 55.20 in 75.72 in • * VOW in Allowable = 76.0 • i Section Modulus = 6,094.08 inA3 11,4644 Oa ?- ,T12.Q0 inA3 °°° : •: Sh atio = 1. 1 OK Moment @ Height = 77.3 ft-# 4,413.2 ft-e 9,6e6•7 ft-# • • liding Calcs (Vertical Componen • - • Vertical Load @ Height = 903.0 lbs 4,167Z1l 5, lbs • • • • Lateral Sliding Force 3,494.0 lbs • • • • • • less 100% Passive Force = - 125.0 lbs Actual Unit Tension = 1.2 psi • 4 • psi : °°°° p.5 psi ,..• • • less 100% Friction Force = - 5,147.6 Actual Unit Compression = 1.5 psi • 9 . 2 psi • • • 13.9 psi • • • ..• . Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Shear @ Section = 116.0 lbs 1 goal itys t9Citl.0 lbs •• Actual Unit Shear = .2 psi • • ! .9 psi Footing Design Results • • • • • • Toe Reinforcing = None Spec'd • • • • °°°°° None • Spec'd Toe Heel •••• •••• Factored Pressure = 1,745 985 psf Heel Reinforcing = • 0 0 ft-# Key Reinforcing = None Spec'd • • • •� • Mu':Upward = � Mu' :Downward = 0 0 ft -# Other Acceptable Sizes 8 Spacings • •• ••••• • Mu: Design = 0 . 0 ft -# Toe: Not req'd, Mu < S * Fr •••• Actual 1 -Way Shear = 0.00 26.16 psi Heel: Not req'd, Mu < S ` Fr Allow 1 -Way Shear = 0.00 76.03 psi Key: No key defined Summary of Overturning & Resisting Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft Heel Active Pressure = 3,509.0 3.67 12,866.3 Soil Over Heel = 7.00 Toe Active Pressure = -15.0 0.33 -5.0 Sloped Soil Over Heel = 7.00 Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe = Seismic Load = Surcharge Over Toe = Total = 3,494.0 O.T.M. = 12,861.3 Stem Weight = 5,775.0 4.18 24,150.0 Earth above Sloping Stem = Resisting /Overturning Ratio = 3.12 Footing Weight = 1,050.0 3.50 3,675.0 V tical Loads used for Soil Pressure = 8,579.3 lbs Key Weight = Vert. Component = 1,754.3 7.00 12,280.1 Vertical component of active pressure used for soil pressure Total = 8,579.3 lbs R.M. = 40,105.1