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HomeMy WebLinkAbout17326 LAKEVIEW AVE_ 92-00000048 . , .� � t a : . ., 5 , . . .. S � .. ' �� ' t t �� 1 �� 4.♦ � i .J / �� I • 1 • � . . .1. i. •. ., F' � r w j:'_ o 13O South Main Street PERM NO: 92-00.000048 DATE: 5/04/93 JOB ESS . . . . . 1732 IEW AVE DESCRI]PT GLE FAMILY RESIDENCE OWNER CQN GRAY 'i'RAC'11QR BILLY OWNER GRAY A.P.'4 . . . 3 75-183-013 7 SQUARE FOOTAGE . OCCUPANCY . . . : DWELLINGS, LODGING HOUSES' GARAGE S 285� . f CONSTRUCTION '� FT �70 TYPE '{d'- I�iOiQ RATED < FIRE SPRNKLR VALUATION . 233,578 ; ZQNF' . . . . . NA BUILDING PERMIT --- QTYI UNIT CHG ITEM CHARGE BASE FEE 639.50 134.00 X 3.5000 VALUATION 469.00 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 15.00 `2634.00 X -0350 NEW RES. SINGLE FAX /SQFT 92.19 2.00 X .7500 SWITCHES / 1ST 20 1.50 La.(10 X .750t. RECPT,OUTLET / 1ST 20 7.50 r..00 x .7500 L.I.GHTIKG FIXTURES/1ST 20 1.50 1..00 X 18.500€1 100-200m.1p SERVICE<6(,,OVLT 18,Sa 1.00 X 7.5000 VAMRS/TRARSFMER 1 - la. 7.50 M 1d WICAL PERMIT - QTY UNIT CHGITi _ BARGE BASE FEE 4.�0 1.00 X , 11.00a0 FAU/FURNACE/MISC >10000b0 11.00 3.00 x 4.5006 Vtl4TILATING PA►N 13.50 1.00 x` 6.5000 9MUSTHOOD 6.30 1.00 X 11,mo FIREPLACE 1.00 X 6.5000 AIR HANDLER < 10000 CFM -PLUMBIgG PERWHITS QTY UNIT C€ ITE9fi C Tm tS Rm 0 i BASE FEE j 0 - 12.00 x 6.0000 FIXWRE OR TRAP 72 .YAIi 1.00 X. 45.0000 PRIVATE SEPTIC SYSTEM 72: 0 43 0 *' CONTINUED ON NEXT PAGE w�* Up�rstas 4 ;r " 1 4_ J .,�_ u? - 71, tyy+'�J -bAie Elsiam ! -3snrlfoep9ti /er ar►� ��sahr°�y'�"°� - ° �KiLLWu�a7il�>� Q� `� .,r .. CQIoO@SeCtEOrt��«t2�.srtlf e>,r@c;: 'a at aw we et;Ow vo 1w ssirwogee ass ' or a Post in Cor1s e:uoU `�riaCe .}rw kwisn oleo�tapy►y a srBl dtt,0*nark aced.tI,WW*L-e aT ed tptmw for sale. e 9. 1, as bwiiw of trite prop"..;66 ea,tl{*y 'q�rOCg" mill, on the job lkery.dco„t» .-stoconti v-1Okt . You must furnish PERMIT 1VU1V181tf3 4. 1 hmvw a of apt to selrk%Wo or o ce+tlficote and the JOB ADDRESS for each - s.-1"I am s..aor aw oo�w a wean®d 2 a so bea otelr eaua+ter su as>b beattoe respective inspection: subitct'a Workers C "Peasotior bnw,s is on perfonwance of tote Approved plans must be tart job work f,, .ouch this perntft is n3ued. at all times' Note. h yew sA.>i6d become wA(era to warkon r_,om penscWwo after mR�3ns this cwi4wut=n. you must faramab'oW� vg* such pr avtsko"or this permit shall be downiod rs.okera_ Code Approvals Date Insw etor Elt)l Tsn.p El"Services - PLOI Ioil Pipe underground EL02 Elec Conduit Underground �— ant Footings 8P42 Steel Reinforcement BF4II Grout - - - ----- ----�._ BP04 Slab Grade PLOI underground Water Pipe - SSOI Rough Septic System S1W01 9n SFte Sewer -� PLO3 Pough Plumbing EL03 Rough Electric-Conduit ELO4 Rough Eleetrit-wiring ELOS Rough Electric-T-Bor MEOI Rough Mechanical - ME02 Bunts,Ventilating PL04 Rough Gas Pipe-T:tSt PL02 Roof Drains BPOS Floor Joists -- y 8M Floor Sheathing 8P07 Rcaf Framing -- LOW Roof Sheathing BP09 Shear Wall&Pre-Loth 8P10 Framing aR Flashing BPi l aathing B Siding 8012 Insulation 1 OP13 Qrywall Nailing o t PL99 Final Plumbing , I&" Final Electrical ME" Final Mechanical BP9') Final Building tt Code Pool&Spa Approvals cote tnepector y PWI Pool Steel Reln./forms -PM-pool l Plumifoe/PreSs,•i�}�b P000 044u►ibfa " "'— P__M4wo01►trStitliigl -- w- --- I= Pre-Ploster EL06 Rough Pool Electric P099 Final Pool/Spq $149 Final Solar Sub LIOAi ,ova' + 130 Scaih Main Street PFRAW FEMM ND: 92-00000848 DATE: 5/94193 : PACE 2 r 17326- E AVE .meswmrMcmi (W WORK .. SIR= EMI RESMENCE 3_8z MWJLTZR OR WENT 7.30 4_0 Z 3.00GO fAS P1PIM..SYS 1-4 PUMET 12.00 . X 3.0000 Dismaksum 3.00 1_00 x 6.# Goo 9 6.00 -_s." x 3.0000 8 OULLECI]3t PER a ANM. . 18.00 1.lidA 3 7.5000 BAC3FLAW DEW ti:fig.` . 7.50 1-_8O Z 6.00FLOOR SDM 6.00 ym CHARMS -TA.Ip OURms sulwilm PERMIT _00 1108.50 IMJWMCAL PERNIT 143_69 .'00 143.69 LA 6 PENKIT - 53.00 .00 53.041 �� ¢ -187-50 .00 187.50 150.00 PAN K CIP Fes: 1600.00 .ADO 1600.00 1.702 .70 .00 pua 15»00 - .Q0 15.00 Pos= FM 2W.53 . 720.53 .GQ -- - W 42-23.52--- 942:23 3281.29 - r �'ttSd'•ti tcjrtsf�;litl�eBlsilmi — .y fats-tsar�s�dw�d�.r�io:�re+t4l + ►i4� Bradin 5a3`#y Divistpnv , ate s et :s>,td nay :fit lar 1. 06,OwrW of the party: or nrl= p4" /wagesge c the'r .sidle compensation will do the wwk arld the@'4lructure Is host Cons�a e�0 S p�� twkoenahtlor offered for __._ 3. 1.-i»'owner of the prop",-am exclusively'ct.intracting with - on on the ob tkerwed contractors to construct On proled. 4. 1 two a certificate of consent to selfinsure Cr a certificate Yot" must furnish PERMIT NUMBER Workers Compensation insurance or o certified copy thereof. v _ and tho"ADDRESS for each t shoji not employ any patsan in guy manner so as to boom* respective inspection: c ubiect to Workers Compensation louts in the performon *,of the_. , work for which this permit is issued. Npprovocl plans must be on job atoll times: Note: if you should became subt,sN to Workers Compensation abler making this certificotlon, you must forthwith comply with such provisions or this permit shall be deemed rtrtoked. rxA4e Approvals Date Inspector .�• i LD, Tamp floc sorvices M '� r` t P pe Ur<dergrourd Conduit thWorground Wei Footargs H3 KC. tftt�er2 Ssor°d Reinfor_ement >-f �L �" � �� .% A� SAG6 Oracle VaN UOde*W'wxxf Water Pipe PLC— IM ft:q h Septic srtem 6-a2 tY D 1Ar- ftwA'T On vte Sewer :Hf / Rouge.i+iurnbing MAN Miacyth floctric cardcit $i!5 111ough Electric-T-bor ` itMBA Rougfr Mocl onical , taw Dects.Ventilating -� 3 /itjt�l MA Rough Gas Pipe-Test s _ --- f m koar' 1» moor soots MW RoorSttiatl*V wee hoot FromkV r I 6 L 3PGM3 Roat Sd►sa" -'wo Ebsor Wall a Pro-D.cth MD F rg i Flashing jd .' C _-tea r �wJg r .igPlB a Siding Cw '-' � t�i'3 i>�lasion oryssutt M+acf:rt�� !c3• a) -�v.3 -l.t� 5� �rl�s�s.%�r. Finns€4w!&n9 AK" %Rol Allechonicoi y ' f i • a tit 99 rivet"Idling CAP& Fool.A Spa Approvals Dote Inspector Pam Pool Soeel Rein./Farms _ g ! " w iisrs�iltriiso/Prose.Tttei, 1ipp f�_�y -; �id� '4 EM Scoo Pool EkKtrk (- / G-14 !•S1. fs " F«w9 Pool�Sao � �WON 11 Sri Us1 Apprm�al r..st:NYiwi .,I+N+ .. .-... . .t...�.. ... -.M-.. .. .-.-. tY✓i/v. •• . �r-f... .�. � xwaY4+-.' .+ ...�i..b.wt..:..Yet...� .a, .wC .. PERMIT 1�South Ma111Street PERMIT NO: 92-0000Q049 DATE: 7/16/92 JOB ADDRESS . . . : 17326 LAKEVIEW AVE DESCRIPTION OF WORK . : GRADING OWNER CONTRACTOR GRA71 BILLY OWNER GRAY MARY 1115 17TH ST HERMOSA BEACH, CA 90254 A.P.# . 375-183-013 7 SQUARE FOOTAGE . 0 OCCUPANCY . GARAGE SQ FT . • 0 CONSTRUCTaON FIRE SPRNKLR VALUATION- 2,430 ZONE . . . . : NA GRADING FMT — 1001-10000 YDS ITEM CHARGE QT1' 'UNIT CHG � FEE 459.42 BAaE . 1.00 X 36.200ADDL 1000 YDS OVER 3.000 36.20 FEE SUMMARY -CHARGES PAID DUE PEMIT FEES GRADING PMT — 1001-10000 YDS 495.62 .00 495.62 OTHER FEES _ PLAN CH�.CK .FEE 451.01 451.01 •QO TOTAL 946.63 451..01 495e62 SPECIAL NOTES i CONDITIONS 1" GRADI 0 CUYDS _ 11i1s IR IOIIR MR x WHEN PIaRWN NjIDwl:. to 5 7;. 16 Receipts OOOM71 70taF' tV43.fi^c AEY.®AYE 11.1,00 ti ��itaad , fl " _ - �' !�f�r(i-Ilutu�dVRfdirNnt�- tsrsarsei� '�' N' rr__��'� iwddlT�ctriaaet7lAO�et` afttdti' &olew ivm8w`� 4 ffS ' 2. i, as pater of the praparfl►. or aeif' ais chefs saw taomrsommon "a do tf work cod tits s9rve~0 as Post in'tonspicuous place not,nten"awci*ared for sale. //�� {r}e+ V q - 3. '. as ow�ror of the pet4wfy. are ow-b A*v#f"tam' vn* V n the b thwaad crintrockm 1 to oarntruo Ow prcjw0- _ 4. hwr o clrtificate of consent to saf wire cr a orrlificate yosj ttstrst fijrnish PUMT NUMBER of Veork ves Ca sspensation insurance or a cerfgeed coVy shereab. apd dto JOG ADVINIM fee-tmh - S. i shoR m4 onapicy any person in enV"mo mw eo as uo became t't> k* -1- subject to workers Compensation tours in Luc perfarmxsm of ttte Approved pkM oft be on jots work for-o hied+this permit is issued. Mote: it you should become subtect to %% d xers CAwnpenattiaa _ after making *ia certification. you.mesa forstarah a-+vnpiy wAtA- �'" such provisi or this permit shati ba daeawd revoked. e=asaue Cade App—gals D*% htspeclor E101 Taeip Bar sar oicss ?t0' Sea INV*M8 dervow'! MQI — fiP13'r Site$RewAcrv1--+mot Wall C~ tJf"s'it Sfax G.'aa9e -_ Hat fiwdowawadwlaR.rPtfrr Sets bi.0SOpst*$*- —__--- $Wei Css Uft Soarer -- - Elm Aowgio�nc�CcaeL�+t 8-04 ftwo Bumic-eRriag EM R f+e ttric-T-Sw ftes ftsaegfa f'meM%p&4M# NAM Road DM%I" WOS time 3c.s% wft floor gwaal" fY o strove w o it N0440trc WZO Fr4owng i ffe AWT OF12 ie¢t1i'is"at IW13t Cade ftonspeAppa,046 Dote Inspector pot F"A stood 4enn. fQM Pk*4weilie � ram PM p�feipsMr _ _ ElA6 A�e7oesf.'s Pooa fleao�e $M 1%s01011 SAiMr SA feat AVV"w aA. a , r Mum • Aj. RICH ENGENEERING RI'I IERS I'Z COUNT-Y HEALTH 1737 t 71LAWT c AVE. — BLDG. L Ril-,LBSIDS, CALIFORNIA 9251DL RE: iNSPECTION CT !EACH Li)MS -72-a 92-48 Al THE ZC`-'- OF LAKE �.�;.� ` MD S; - ��3��e IZ iH�.N.rii"RT CLUB LADIES AND OF SURT PE. }E HE _-0-37 1SED THAT A RZIFTWZ c�..AMI� CH- '=-:S :3M iXS?BC`SD THE IEACLO LINE ACHES FOR TEE , ,ri« REFERM= 'sM T>MM TO BF'_' Ili Ce vF"C9 WI M EF&LTH D3PATMrr"E T T=MR.31 S MD THE APPROVED DESIGN. THIS 1J4=Z=F-5 'M-7 lNL5�l 'lX-2lGK OF 7wo FEET OF RWK BELOW YHE PROPOSED IF YOU HATVT ANT QUESTIONS, NOTLY-f US� A.J. THRICH ENGINEERING RM 21914 CC: 3ML GRAY �.S�A 5r�i:rcx�`s S�3�k'F�'I'�!�`'R1La4..�..� t�++s cq��!s?f�ro�'ri: ."r-','.%+;�n>!«,.r'!t'+►�r�L'�'e,��a„�;"�;�43{15 TO; ELSINORE BUILDING OEPAIRT'lI T. FROM; BILL D. GRASP St3BEET; ' R£+MST FOR PERMSSMN TO PLASTER PRIOR TO DRYWALL INSTALLATM LOCATION; 17326 LAKEVI .AVE— LAKE ELSiN[ _ Gentlemen; Out to the rapidly approaching winter I hereby re"est your concurrence with L.athl and astering the !ivb ject property Prior to installation of=11. This can be done successfully mile woidia the common problem of cracking of the exteriear Stucco�" the following reasons. 1. The exterior walls of that m*joct property are shear paneled on booth the iwtterilw and exteries with 1/20 O-S►,B. plywood. 2. All Drywall attachoust to the subject hate will be accompIlshed utilWag Drywall screws ae there w i I I be no nalliny. Tolook You f - operation. ILL EX GRAY .O 1 / A PEM ir - rnlc F,I s{ta -- ` 3v F eHARD I-L SHIOTSUGU CLIENT:APJO ASSOCIATES l �f STRJCnJRAt.DESsGN .AND CAML ENGP EEI Jr 1-4 5 4— rt s T 14 4- L a T I $-i °d ; e) ,v Iz ig tJ 42 t4 F, Ou � I l...L.r•- /��'tip � �>..., .,�. �.,,, 17 � ►�~; c:+; m OWN M AND ASSOOMOM �'a3�F3E,Tt' liLUESRGPN Am'mw sqmqaRm AFL X4v-:? x and For "tie :"T--,ect .. r,�,� -..... ., ... r r.�a ._�Qii'�7+S�f`.��'�• ;��L ...5 _.��.-��r S�X� �„a 4"i".� �l� i 1naLn��'y y:L r i::zeLek %�.. ? - �v'�5Yb3 ! ity :me ` 4 _ _ �t7 . ' \k"" � '^c" r ` _ ; c�..., �'�• ',_? � °c'-',F, � :;mot- - •�`� ` CALIFORNIA GEO TEK, INC. 420..0 Avenida Alvarado, Suit? A Temecula, CA 92590 • (909) 676-2762 Job No. 52-187.93 Project No. 6S5W01-36 November 23, 1992 T0: City of Lake Elsinore Building and Safety Department 124 South Main Street Lake Elsinore, California 92530 SUBJECT: Certification of 12 inch by 12 inch pilaster sf)ornia etaining Wall , 17326 Lakeview Avenue, City of Lake Elsinore, This letter is to certify th; t a 12 inch by 12 inch by 6 feet 0 inches high pilaster may be added atop the retaining walls designed for the subject property -with the following constraints: 1) The 12 inch by 12 inch tiocks shall be fully supported on a 12 inch wide block or a combination 8 inch plus 4 inch block stem. 2) A minimum of two No.4 rebars shall extend from the support stem into the 12 inch by 12 inch pilaster block to within 11 inches from the top of the top 12 inch by 12 inch block. 3) All cells in the support-'stem and in the pilaster shall be filled with grout. 4) The pilasters shall be constructed at approximately 10 feet 0 inches on center. Wrought iron shall be-pl;kced and bolted between each pilaster for support. 5) No additional load shall be allowed. If you have any questions, please do not hesitate to call . Respectfully submitted, VEDBruce R. Lee, P.E. RCE 23396 t1 � 'a , S Rm51€[i .............. _ +,fir �� -77-7- A.-J. .TERICH ENGINEER.ANG t4ING CIVIL ENGINEERING • SURVEY • LAND PLAA October 22, 1992 City of Lake Elsinore Department of Building 6 Safety 130 South !lain Lake Elsinore, California 92530 Attention: Robin Chipman Re: Retaining [fall Footings for 17326 Lake View Dear Mr. Chipman: The purpose of this letter is to inform you that o the fira( Zo morning of October 22, 1992, a sur*ley was made by thisverify that the footings and walls proposed at the property lines of the subject project have been constructed totally within the subject property- Our survey indicates that the footilig trenches in so ,mecwees extend up to 0. 25t feet outside the property- havE left stakes in place so that the wall contractor can correct the situation before concrete is poured. tch epared Our survey is based ick Harrison,upon a survey and CE 29241 and datede10012ol by gi and Fatr.� 11107191. Very truly yours, A.J. Terich Engineering Anthony J. !: Ch AJTlsm cc: Bill Gray ` Dirt Westfall r 41934 MAIN STREET•"TEMECULA,CA 92590+(714)676-5715/(7)4)(>7 a-;716+Fi).1:14)676.6.306 a' - ! Active and passim Soil Pressures The Rankine equations were used to calculate the active and passive soil pressures. The values represent the to-site clayey sand compacted to 90 percent relative compaction at optimum moisture. The following table presents the -equivalent fluid active and passive pressures for no surcharge: EgHivaient fis�id !=ressuret Dcf Slope Ratio PASSive 0:1 (Level) 50 350 The passive pressure may be combined with a soil concrete friction efficient of 0.40 to resist lateral movement peovided the combined value dotes mat exceed two-thirds of allo+rable lateral bearing_ A one-third increase in frictional lateral bearing values say be used to resist Prind load or earthquake forces. k�COli�i?ATION The following valises say be used for design, of retainipg walls: Active Pressure, pcf 50 Passive Pressure. pcf 350 Sofl:Coscrete friction 0.40 Soil Bearing 2500 psf (add SW psf for each aMityaoal foot of depth and 250 psf for each additional foot of >aMA) Kaximum Soil Bearing Value 4000 psi Unit Soil Meight. 132.4 pcf (93 percent relative coapactilm at optimm moisture) Respectfully submitted,,; Bruce A. Lee, P-le.. 6E-569 'z 5RL/al - g�F c� cAuFoRmA GEO TM MC, r 42M ems :�Ajwwadm Suoe em •. s3 No_ 12-18)_10 °Projer-t ft_ MR01-35 pugast 18t 1992 Mr. Bill Gray 1115 17th Street Hermosa Beach, Califomia 90254 S FtT: Retaining Vall Be-sign paraveters, 17325 lake3vies kawue. Lots 37 and 38. Camtry tlob Heights- !,gait 11, MIF of Lake Elsinore, Cali€ernia The following parameters baTe been calculated frov- the Preliianary Geotechnical lwestigation prepared by died Geotecboicak Ex9tseering (UM Elsinore), dated November 26, N.1116. xpVmdjx 8 of their report presewts Sail strength parameters for a clayey saw recovered from a fttlh of 2 to 5 feet in Trench . T-L These strerAth vsStieg my Samar'-zed b-1 : Angle of Opt i=m Ildternal FriC�ion Vision Kdl]Gi DrWDmsits€ Moisture. 27` 270 Psf 130_0 pzf 3.5 Tie data were used to determ!itw. the allowable seal bearing capacity, active and passive sail pressures, arm the sliding caeff ciest., presnked in the following sections. Sail QCaring Ca_pacitM 1e ultimat2 bearing capacity for f9modations is a f4action of the soil properties and the charact ristics of the fouWa':.natao its+:lf (i:ae., size, depth,_ s �. This awl ps g s a,s+ cent � fe ettags 'will be four support of - 4; the structural leads_ equation developed by KwI Tertagbi was used, which c0abines the effects of soil cohesion, inteTual friictiga, f`omWatioa size, aed sail rweigbt. Bearing values were determined for continums footioP 12 iodhes in width a;W 12 incbes � Y is depth measured below lowst adjarmt f"im grade ;wd fed in firm native sell. The results art givm belov: Continues fectiae>ps 25M Psf This value may be lacreased M psf per fast of additional fOOting width and 5W psf per foot of--additional-Ming depth _to a eaxigW value of 4M psf. .a e �s A om ELS11 ,,. "fre O[' ld rFYY !rL!!8 HEM '4Ta -_ "ttETfiltdINki H a�Ad.L SIt &33'96 w -.---------------___._ _--- --- - 'DESCRIPTION >> WALL "D" >} 6.b7' RETAINING WALL -� T .AfA11Eo���� : ...._.-------- SOIL DATA ------------___ VERTICAL 1_ LQADS ALLOWABLE- BEARING - ?.,500 psf AXIAL ols AX DL i3k+3 STEM p -F ACTIVE LATERAL - 50.0 pcf AXIAL LL ON STEM s . .. ..MAX PPESS. - rr ....EC-C{Ta"ar-d" Too-'+')= i ra . .SLOPE PRESS. -' " BLt�KFILL SLOPE - l0 a i SLspLs� +E OvER TOC = psi <F�or i z:ver t,o=1Level) fWR �iF.CL - " PASSIVE PRESS- = 3 tME E!FEL SuRCHARGl TO SOIL DENSITY = 132 pcf P.ESIST aOvERTURNING ? Y y/n SOIL HT OVER TOE 8 ,in L6E VERT. COWNT ? Y y/n^ ------ -------------- LATERAL LOAMr-- LATERAL LOAD ACTING ON AWACEmT FOOTING: STEM ABOVE SOIL - ' psi VEPTICAL LOAD � 2200fi FWTINS Wins" - 1 it ADD'L LATERAL LOAD p 1 f F G. TO WALL 7 it TOP OF FTS TO START = it VatT. PMITION OF FTG. LN TOP OF FTS TO END Ft ..Ab[3Ve/B4_1 ow a C+f--7= 6.?5 f i SPREAL% FOOTING ? Y y/n WALL F _ � `'�----'-------._...__--__-__---- ik OO'FIp�. DATA -____---0.a.. ft.~ = "&ETAINED HEIGHT - b it TES WIDTH MALL HT. ABOVE SOIL = 0 iE3 #t �L WIDTH _ 3 it e s DEPTH i n - to va-3'EY 4 �E� Width f t *EY WIDTtf _ 12 in t'£Y DI5T TO TOE 2.33 it TRIC"4s es 12 i n td __ _ _---_- -_-- SLAY ---- -- -__ - -- - _Pressure 0 Toe = 1 687 psi Factors of Safety: t ' Pressure 0 Neel = p,rer@crrrsirog - I � Allowable Press. = 2,Sad Silidiag - _v5 t Ecc. of resultant = 6.68 in 9 Max. Shear 0 Toe _ psi Alicm. Ftg Shear - 9Z,11 psi ! t may Shear a Reel = -9.74 psi -------._-•-----__--.._ SLIDING C4iECk: - -- Lateral Pressures 1,383 # FTG/SOIL FRICTION = _ 0.40 - Pass pressure a 1,122 SOIL TO NEGLECT in - Friction Factor of Safety n 1.55 - . 'I For--w Required red x # FOOTING DESIP.� --- M,_..- _-__ .. ..._ . " a ~Sail�f-r ems. trtu l t. ---Tcye-- 3,sh7 psi By ACI Eq. psfa 2,362 �Y = 60;000 Psi Mu - Upward ft=tim 1.24 mn. As Percent = r�.0014 Nu Dmo»s$rd " _ 18 SMFTi SP UNDER HEEL? Y y/n- Ptu - Desi qn " _ 146 i?,8�1 �- debar Cljoices Heelone-Way Shear; -- Too ^-- Actual psi- 4.7 0 4 0 16<.81 in a.c.�15.04 -� Allaw,nble 93. 1 5 * 26.05 „ 233.31 Cov&r over Re!bar• if', 3.50 2.50 0 6 & 36-97 " 33.08 d. "r. 8.50 9.50 a 7 to 4e.00 ie q3.L 1 i�u Mulhsi`2 psi= 1.6 4B.0 # 8 a -Ta-00 48.00 « ? i P,. � 4$.00 4 ;�: 4E.047 .t'•. f `� x��^. ,i J.7L.W M Y aY ar i >.� •$ (i '�, , :r" .T , 9 LAB EL31 !4i sc t tt g�-A�+,P42- LOTS `7.Ec B Dsngr t L. CC1M:RY CLUB HEIGHTS e DESIGNpag RETAINING WALL _. .- STEM DESIGN -----__-- ct mr+s _----_._� -_�_ <-________ _ Stem -5sti: _ Top _ _- WALL TYPE. , ... 1 1 ti - _ it 1:Plas,2sCo��r ,:3aot Used DESIGN HEIGHT AMvL FTG. 1 1 RESAR: O:Cotr,lzEdoe _ 5.25 ?•00 _ d FOR DESIGN ........ . . .. ... in . aIGN DATA.. ... .. ... . .. •--_ �S 12 1n DE THIrKNESS tnomarnal? # 4 5 in _ 24 MBAR SIZE _ 16 _ m REBAR SPACINGS _ 501 1,045 f t- Lateral Load 0 Section � 699 2,2�0 ft -4 Moment. ...Actual 776 2,56a psi 'Moment •.Al l u • 7.S psi Shear....,Actual 19.4 19.4 _ 0_912 0.832 psi ...Interac:tion Result 76.0 118.0 ball Weight � 25.i8 25.78 in n - Modular Rat i cs _ 24.00 30-tX JO j ._,.... Reb,ar Embed Length* ........................... ................_.. .MASrjNRY STEM DATA ,. , .. . .. -_- .,.. ....-.500 1,500 t,500 1, ' 1 r to 5 t f'm = 24,0G0 24,4C z�F,t1Q0 24,000 :4 41 psi K ylst Fs Y Y ? Y ytn ALL (BELLS GROUTED N I N p N USE SPECIAL ;NSF, x 1.00 1,00 1.00 i.� g'Lt0an., Load Duration Factor •-- ••----- - MNCFETE STEt! DATA...... . . . .. ... •. . ' 000 2,000 '� -3,t� 310Ct0 p�sa = 2,000 .., 0ce 60,000 psi -!•c = 40,000 4i)*000 402000 �'_ Fy -- StpjMMy aF" FORCES & MO -..ENT5 -wlsaments�-?%— Regxstis t4 'ts `} <-Over•turnirrft ft-# ft ft`# ck-igin a¢ Force: ____# -- -------- ----- Active SoilPress. 1296.0 2— 3110.4 1584.ci 2_:Y3 3690-7 S mi l over Heel a -69.4 0.55 -38.� 29.0 O.L? 4-7916 Sail over 'foe = __ r 26.4- 2,6-h 70.312 sloped Soil A Heal - 156.4 3,70 578.69 Adjacent Ftq,. Load Surchargeover Heel - Sir•eharge over Twee Ax i aL Load cart Wal l Load 0 Pr0j• "al 1 i3.7as �.� Averag9d Steven Nts, - •-- Added Laterai toad - &12.0 `1-38 1150-0 Ftg & K•pry Weight m -- _- 431.6 3..33 1427.1 Active ------ ------- --- 116759.5 1382.93 3650.5 294s-3 Totals _ - _. 750 bull wt. Multipl f ea~ FI• multiplier1 = Should Pets Fit '-'�e Y v'`sti Center `d' Modifier - modified for cdoE 'd• "6oxlicter - 1 S' COUNTR '' Ids a � II► 41 SOIL DA7A --- - i ICAO.. 33"� plf ACTIVE LATEP-4L - N�r+�_ ,�= LL I" ST 01 r 1 f MAX PRO= Oho"i z a.e- Cc---A-e'st-! s• a k: PAS,1 W PRES.�-. �i�� ToSOIL ;TY = �,r ti FIESS B tUNEVTI P-Old"' y t i n SOIL WT tOVE TIC - a- USEI/-a' sa�I:�. WT � v of n- i1'. 1 LOAD ACT?3at+= GN — LOPE, ft L LAT R-04- LGA _f CF �S TO + -1 fia 3 f t '_ r ti 3?III OF 'TI7, Cie fakl EIS FTC TO 3 =j v/n moor �'x� AIWED HF9ti3 - � dal # - l . t t z; f Ie _L HT. AE4ME 3071L — ..tea'..: 'N..l._r? S i�"7i,�t — —._J'• i KEY DIST TO Tic. 7HII014ESS = 3� in Rr essur_ Pressure 0 EMI - $�c�r3u���r:¢� � 1 ?d :3..G�'.+SS° min P. 88 ;•. a EGE. Cf s C,tg r3Y3 _ S..V:' 1iz e d+13X. Sher, a FR� CS psi ; nax Shear 0 Heel 7711 FTGl ilt. FR Id:e I - . `vim P erms pre sxia'.�r a I e SOM 70 NEGLECT lit `j Fae rv' ,- Ranrzired _ By AM Eq. V-•1 c.s8= 'S,13� = 0.00€ �t�s Uptoard ft--0 A� Ft err+t y I4 �4 omtnT SP UNOM tom? �f yfao !fie Toe H"I $kYaralA= 11.82 14»9 * i 6af►.81 x �.�. iQa A,.. I e 3 it 105 over aa' n 3_� a 3 6 4 T�ab.'9r3 r r a POW - , LWE ELSI i CA- 3 ± M `,.6S%wo 1--34` 'A t -92 ` Date: ! ug _UTS 37 b 3e Dsnyr :L. FOWLER _ CCUNTRY 'CLUB HEIGHTS --_---------------------------_...---------- -- N -� rRETAIhtlldG WALL DESIGW--+_--_-..--_-__- ...Page"-__ S7EF-t DFBIGrF ��ctions ----------- ____ {r_-------- Stefl . . . .Bottom. ! ft i:!las,2:Eonc93:N0t Used 3.33 DESIGN MIGHT ABOVE FTS. ? 1 1 fi t: O:Cntr,l:Edge � 5.2I q,0I •d' FGR DESIGN ......... .DESIGN DATA.. .. .. _- .3_. ... .8. .....12 1 n TtA;M'NESS (nominal) 4 a 6 REBAR SIZE 32 a 4 . REIRAR SPAC I NG __ � 4c�a 1,343 f t_e Lateral Load 0 Section - 528 3,290 ft-0 t....Actual = 692 3,660 psi nonont....Allow- - 4.4 9=7 psi Shear..... = 19.4 19.4 Shear.....Allow- _ O.776 0.921 Psf ..Interaction Result 76.0 118.0 63a1'a- Weight � 25.78 25.78 n 24.Modular R it i o 130 36.00 i n !?,ebar Embed Lenoth , ?WiY STEM DATA. . ......... .... ..... 1,500 1,500 psi 1,500 -1,500 1,500 000 2�4,000 psi .f .A 24,000 24,000, 24,000 24, Fs Y Y W M �.Iro ? Y W N yfn ALL CELLf, 6,iOUTED ' W N H tiSE SPECIAL IMP- 1.00 1.00 1.00 1.00 1.00 in Lead Duration Factor CMM-W..TE STEM �JATA.-.,--••••_-`�,04G 2,000 ......- �3,000 3,000 psi f'c = 40,000 40,000 40,000 60,000 60,000 psi Fy _ -�--------�- --- S-Unt4ARy OF FORCES �u MOMENTS ---'__------- Moments -i <-overturning iMcsa►ents-><" Resi�stinft ft-0 ft ft-M --- €�r-=chin of Force: .- ------ �---�---- ».»...,- - ---- �+" Acti.X t Soil�PresS. = ii196.2 ?_90 5504.7 2i6?.2 2.50 5405.4 Soil over Heel u _�4.4 0.44 -19.75 14.5 0.17 -2.3958 Soilt1�tiN" Tyr 109- 2.�89 3l6.4f3 r- Sloped soil @ Heel $ 12!.1 �4.57 553.a? - - Adi�acent Ft:�. road _- Surchar99 over Heel "- Surcharg* over Toe Axial Load on Wall L,aad 0 Pro i. Mall = 723.5 0.75 545.43 A1,araged Stem Wts- - Added Lateral Load � goo..5 2.25,1802.6 Fty & Key Weight -_- 631.4 3.67 2317.3 Actit^e Pressure � - -_---- ------- _-�_.. ..._ 6039.4 3810.2 10389,. Totals 1972.82 -------- ----- --- 750 Wall Wt. rh.sltip lier FD' Muitipli r Sizuuld Retain "t be Modifi'r= 1 center 'd" ct,:;di.4 i�d cc•r _:faar- LANCE EL5I tVQ 4Ct r 52-1' f LOTS 37'Sc 3 i 6S 5W01 s4 COUNTRY CLUB HEIGHTS :L. FOWLER Dat - _-__--_---_-._r.___ - �l FETAII!VGY t3ALL-__DESIGN _ . . a?3396 - _____________---------- DESCRIPTION' is WALL "&" s � 10.00' WALL ADJ. TO GARAGE f4tF Of ,ip4�\ -___ ---- SOIL DATA -------- --------_ VERTICAL LOADS _ ALLOWABLE BEARING = 3,500 psf AYIAL DL ON STEM -plf ACTIVE LATERAL - 50.0 pCf AXIAL LL ON STE" - p1f ... , .MAX PRESS. = " . . .ECC(Toward Toe='+'>= in . . . ..SLOPE PRESS. _ It BACKFILL SLOPE = 10 : 1- SURCHARGE OVER TOE - psf , (haw i z:ver•t,0=Leval) 13URCHARGE OVER HELL PASSIVE PRESS. - 35°:t USE HrE=+ SURCHARGE TO SOIL DENSITY = 132 ncf RESIST OVERTURNING 7 Y y/n, SOIL HT OVER TOE - 6 iii USE 1/3 VE'RT. COi1PNT ? Y y/n LATERAL LOADS ------------------------------- LATERAL LOAD AC:TIND ON ADJACENT FOOTING: STEM ABOVE SOIL _ psf VERTICAL LOAD 12000 lb i - FOOTING WIDTH _ 1 ft DD-L LATERAL LOAD -- plf FTG. CL TO WALL ft cp OF FTG TO START + ft VERT. POSITION OF FTG. OF FTG TO END ft . . .Above/SelawtC+/-3:: -0.06 ft ON a m SPREAD FOOTING 7 Y yin Cd ar ------------------------- WALL & FOOTING DATA ---------_----- ___.__._ • AIivED '-!EIGHT -- 9.5 ft - TOE WIDTH = 0.33 ft LL HT. ABOVE_ SOIL = O.06 .ft HEEL WIDTH --3u67-ft ' SJYEY DEPTH - 6 in Total Width - 4.00 ft KEY WIDTH _ 12 i ri -- KEY A i ST TO TOE3.00 f t THICKNESS 12 i n _..---_--___----.-_..__.----.-_---- SUMMARY i�Pr•essure @ Toe = 3,256 psf Factors of Safety: Pressure @ Heel = _,336 Overturning = 2.88 : Allowable Press. = 3,500 " Sliding - 1.76 Ecc. of resultant = 1.32 in Max. Shear Qt Toe - psi Allow. Ftg Wmar 93. 11 psi : 1 Max Shear 0 Heel 23.47 psi (-------------------------------------------------,._-_ _--.-_------ --_ . -_; ------ SLIDIN13 CHECK. =----- Lateral Pressure FTG/SOIL FRICT-TON- 0.40 - Passive Pressure a 700 SOIL TO NEGLECT _, in •- -Friction 4,473 _ Factor of Safety 1.76 Add'1 Force Required = --------------------------- FOOTING DESIGN --_ _-_---.. __ -_--_-- Boil Press. Mul t. __,.T e•-- - H eol-- f 'c so 3,000 psi By ACI Eq. 9--1 psf-- 4,829 3,463 i�y = 60,000 {seal -Mu -- Upward - ft-*= 261 Min. As Percent = 0.0014 Mu Downward " _ 16 8,582 0MIT SP UNDER HEEL? Y y/n Mu - Design 244 (8,582) -•---- Robar Choicest ---------- Ono-S ay Shear: Toe -- - Heel �._. Actual psis 23.5 # 4 9 16.81 in o.c. 8.80 Allowable n 93. 1 93.1 # 5 9 26.05 13.64 Cover over Rebar in= 3.50 2.50 0 6 0 36.97 19.36 -d• " 8.50 9.50 # 7 0 48.00 26.39 Ru Mu/bd^2 psi= 3.8 1105.7 # 0 0 48.00 ti4.75 # 9 8 48.00 43.9s/ 410 G 48.00 40.00 #11 48.00 " 40.00 rc LOTS 37'& 0 4fi+ss= Ctllfi�i!'RY CLUB Dsngr �fEI�iT�s i--s3~�-� � _ RETAINING kW-L� DESIGN -- -g�g� -- STEN M-SIGN Concrete M & V are <- -_- Stts :Sections-___..Bottom NOTE: Con e +actrx-ed Mu & Vu Top WALL TYPE... .. . . 1 1 2 3 3 i:Mas,2:Canc,3zN0t Used 4 ft DESIGN HEIGHT ABOVE FTG. 7. i REBAR: O:r-ntr,i:Edge 5.25 9.00 14.19 'd' FOR DESIGN ... ... .. . . . ..�..,....... . .. .DESIGN DATA. . .. . . . .. ... ..... .=. .. ... .8. . . .' 12 16 in THICKNESS ("ominal) 5 5 REBAR SIZE b in 8 g 8 REBAR SPACING _ 845 1 ,052 3,995 � i.ateral Lckad a SeCtion -- f L-3i - Actual 1,24E3 7,708 13,483 roment.. .. = 1,450 3,274 19,154 t�nt....Allow. psi Shear.....Actsial 9.3 7.6 1B.2 psi Shear.,.. .Allow. - 19.4 19.4 76.0 ..Interaction... .Allow `'result O.e67 0.844 ' 0.704 psf _ wall weight -- 7fa.C 119.0 2�-0 n Modular t Ratio - 25.78 25.78 11.YS 16.,i7 a n Rehar Embed Length - a6.00 'Si3.00 . . . ... ... . . ... . . . py'1c,0Wy STFm DATA. .......... ........... .. •. .• 50t7• �1,5i3O 11500 psi 1 ,500 1,500 1, 24,000 24,0oo 24,000 24,OGU 24,000 psi Fs ,� V y v 14 N Ytn ALL CELLS GRMTED � M N N N N yl11 USE �C I AL I NSP. 1.00 1.CC 1.00 1.*30 i 00 in Load .DuratiOn Factor ... ... . CONCRETE ST__t DATA. ......... . .. .: }00 ... . .4 .... . . 3,0W :S,000 psi f 'c = 4uJ000 4.0,0()o 40,,000 60,OW 60,000 Psi FY Stermy OF FORCES i MPENTS " -.._._..s...i_.g..t.-i_n_gMMo_._m_e._n_t_s <-Ove'tugting Moment%-><- Rs ._4 it 0 i -f t-4 Origin of Force: Active Soil Dress. 2SE0.3 3.58- 10305- 2930.2 2w93 8297.2 _ soil slyer irel --56.3 t3.5fl -28.D2 21.8 €?.17 3_51?37 Soil over Toe _ .� 36.0 30.22 116,.07 Sl oped Sail 8 ill � Y09.6 9.86 972.95 6158-% 2.ii13 i7437. Adjacent Ftg. Load " Surcharge Over Heel = . '- Surcharge ovw Toe Axiat. Load on Wall Load 8 Rraj. Wall " -_ ..-- 1362.4 0.91 1235.S Averagwd Stea sits. -- Added Lateral Load _ . _ 675.0 '2.17 1462.4 Ft,g & Y.ey Weight 959.1 4.00 3$36.5 >!3 eta T r*%Surae -a _...�......._ r----_ .t9'3;S-6363 L Y 1M.5 32399. Totals g 750 wall wt. Multiplier - 1 'N' Multiplier I Should curtain Ht i:re Center 'd' Modifiers ��+ •d' Mas9i f i er• � 1 �ncs4i f i ed for alope" '' �' y- Edge emsem Y RETAINING WALL DES. I€'?'IL3@v -MALL "Ea-----__..___----- J,} RE MALL —_ AEP.TICAL L 1L L!A7A C2A _. F M-P I NG = :-,5' P u-g F�7G.fki =L �32Q S� 3 t ALJL = - 3� ACTIVE LATERAL — 50. s PC : Ay 1AU ;� cet T m � .- ill ... . ,X 4 ;Ecq. _ _ Er..IvtiT rL' Tcw ' -SLOPE Msss- _ = sf � Ck"E - F t? :' �-�F ,:- Lr TOE P w say=. ' TO s SOIL DENSIT is'� P=f Fr£Sd- 95FEF3Ti�.nc�,�w� a� t i 7 A� ya•El•. yiiCer�•T ? '� Yarn „mom m 2?iL E€r L? ts TOE = 4 in --- ---- ------------ � LCADS A�3�ACE�i: PD�SiI?�a -2M.W -O LA TERAL LOAD ACTING ON = !2000 E b s I ft O f t4 FTC_ C TO WALL Pt GA1M"L LATERAL LOAII - - - OF rS TQ START = ft •rEfMFTiLt OF F7G_TEIF' 0.43 ft VICE Z FL t ? r Yi nTFR3 c a ! T IId z _= ----- ------- WALL & FD£3TINC DATA -y i TOE W!D—h'I2 = n.-tea ft �nlW-D HEIGHT _ 3. } :�_ �t?F:?T'€ - ' .34 £t. WALL W. AMVE SOIL 0.07 b�E-1 DEPTH = s n o Ttal ikvdth - 2.67 ft KEY 5QMMI in = 12 in PSY DIS o TQ TE3E 1.67 ft T'fra10-WESS ------------1 � -�Y t�s �� Safety: res sr e. $ Tote *' P" Fa.=t�+ ti srrsirl� - -o- r ya a e heel62 " S I 1.60 ! t dal l c w,,iib l a Press- _ _,50c' xc.. of reseal tan_ 3 4.79 in . ? Max. Shear 0 Toe - psi AdL Ft.9 Shear- _ 93.11 Psi nax Shear -3.94 Psi Lat eral P"-essur.e r 7r! 4 SLIDIM C!.X:M: = 536 F'TGISQTL ?FRICTION - 0,40 - F�arssx,oe Presst:re - SOIL ToWEbLECT - Frxctxon 631 - Pactu os Safety = 1.60 0 �,'� FSnrce RetleairErd = - - . FOOTING DESIST -3 EfW N3 psi. Soil Prom. ?t.alt. -- Tt�x -1 l— 4-c �s�,O psi CACI Eq. 9-t psi- 1,571 137 ��- As FBtCseat = 0.0014 - 9brs�maa f -1b= R> �$' SP MWER t�-% et � i 5 1,5 mu - i^r� " x b9 (.1+566' -"---- P-Pbtar Choi caws Tope �$ w vx-e--vav shear: 3_g 4 16.81 in D.C. 15.04 Actual P x - 93.! 9,. 1 a 1 �.QJ 23.31 ` 97 .Cov er orow Reaar. if%- -.550 45.11 9.50 i dl 48.00 48.00 RU tt;-,d12 PSI- 2.9 1R.3 t1 1 4PI.t3 348. Y , 43.00 48.00 4S.W a �A��±+6{p'�yy�,��q y? N n �TL11rL �.R.�i LOTS 37 & PI$a� rdS511�X34 ' 6sr+gr ' L. F Dim Dat e t 16--•trig-st COUtdTRY Cl.t98 HEIGHTS RETAINING WALL F1[SIM Page STE" DES I GN <------_ -_ Stan Sections Top . . . . . . . .:.Sat t oat WALL TYPE------- ---------_ T _-_---- - ~--3 !:Mas,2:Cctr.C,3:Not Used 1 it DESIGN HEISW ABOVE FTG_ - REBAR: O:Cntr,l:Edge ? 1 1 'd' FOR DFU IGH = 5.25 . .DESIGN DATA............. .... ........ ......... . ............ -- • THICKNESS (rtcwdnal 8 in REBAR SIZE 4 REBAR SPACING = 24 in Lateral Lead a Secticm - 546 4 = 741 f t-4# Moment....A<ctuai #t_ Moment....f!Ilae._ - ?76 - 6.0 prsi Shear. ....Actual - psi Shear.....Allow. _ l9,.4 ..Inta-eaetion Result = 0.964 psi Wall Weight s 76.0 n : Modular Ratio = 25.78 in Reyar Eked Length -- 24.00 . . ..... . .MASONRY ST01 DATA...........=. .1.500�-iYi44••_1,-d•••1,5M 500 psi f'm 000 24 000 psi Fs = 24,000 24,W 24,000 24, s P ALL CELLS TED ? Y Y Y N N y!n USE SPECIAL INSP. ? N N N N N yln Load D�_.rattimn Factor s 1.00 1:00 1.00 !.00 1.00 iet .CoNr_pETE STEM DATA......... ... ..... .......................0 -3.. . ....,. . f .0 = 2,000 2,000 2,000 3, , P Fy = 40,000 40,04.E 40,000 60,000 60,000 psi SUrqVay OF FORCES & MOMENTS _--------_ _____ ------_...._____ <-Overturning Ms»ts-x- Re*istinq its -? Origin of Force: 4__ ---it_-- ft--- - --- it - it_# AActive ve Soil �'ress. _ 498.9 1.49 742.95 --`- -- .� c Soil over Heel Pr s --- _-- 729.9 1.03 1336.3 Sail ever = -4�4.4 0.44 -19.75 14.;5 0.17 2.3958 Sloped Sail 1 ! Heal --�- -- --- 18.5 2.11 39.034 Ad,iatcernt Ftg. Load = . 276.2 2.60 717.70 97.:5 2.65 257.79 S�►r-rEsz -ge Dveer Heel Surchairg* aver Tor fix i atl Ltd on Wall _ -- Load G Pro i i&al 1 Averaged Stern Wts. a -- -- --, 256•l 0�tab L69 89 M Added Lateral Load 463.0 l.43 670-28' F'tg & Key Wight e --_ _. _. 1l3 Active Pressure $_N_----- "" ---- 14t6Y1 - 2.67 443`60 - 730.693 1440.7 1578.3 2919.3 'N' Mt7.tzlrli+w X 750 wall wt. Multiplier- _ 1 Center 'd Shc. tld Retain Ht be Edge 'eF' ?plod:F i er - i un+cet_Fiad for mAcnie " Y !!rt - �' - � try � ''-' C�w_. � ° F'F.: ,NuM�Qr'.�SR�'�j �'') y ry •`n .c , �k.. LOTS 37 Mi sc =6S5W0i. n D COUNTRY CLUB HEIGHTS ssngr :L. FOWLER D6, ____, _._______________-RETAINING_-WALL_-_DESIGtJ�-__-_.�_- - "f V rt ? -= - g DESCRIPTION :% WALL "F" *1 ('ry1 >7 8,67' WALL - WESTERLY P.L._-_ �:`CAL��4 LLAw __-__-- SOIL DATA ------------ --_ - VERTICAL, L_OAE 's --'`- %P JALLOWABLE BEARING - 3,250 psf AXIAL DL ON STEM Plf ACTIVE LATERAL = 50.0 pcf -AXIAL LL ON STEM = pIf . . . •.MAX PRESSS. _ is . . •ECC(Toward Toe='+')= to 3 •. ---SLOPE PRESS., = _ BACKFILL SLOPE = 2 :1 SURCHARGE OVER TOE - psf (horiz:vert,O=Level) SURCHARGE OVER HEEL " Qm PASSIVE PRESS. — 350 " USE HEEL SURCHARGE TO V SOIL DENSITY - 132 -pcf RESIST OVERTURNING ? Y y/n SOIL HT OVER TOE = 6 in USE 1/3 VER'i. CLIMPNI ? 't y/n -------• LATERAL LOADS --------•--- ---- -------- ~LATERAL LOAD-ACTING ON ADJACENT FOOTING: STEM ABOVE SOIL - Paf VERTICAL LOAD `FOOTING WIDTH = ft ADD'L LATERAL LOAD = p1f FTG. CL TO WALL. ft TOP OF- FTS TO START = ft VERT. POSITION OF FTS• ft TOP OF FTG `10 END - f L . ..Abovei Rel ow:1+;,-3= SPREAD FOOTING 2 Y w/n WALL & FOOTING DATA ---_----__ ___._.��-------- RETAINED HEIGHT = 8.5 ft TOE WIDTH = O.Z3 ft WALL HT. ABOVE SOIL. = 0. 17 ft Ht7:L WIDTH - -----4-it KEY DEPTH - 77 in Total Width - 4.= f± VEY WIDTH = 12 in KEY DIST TO TOE - 3,33 ft THICKNESS - 12 an t-------------------------------- SUMMARY ----- ____- ---- - Pressure 0 Toe - 2,559 psf Factors of Safety:'' Pressure @Neel - ItOverturning 1.6' ' Allowable Press. - 3,250 " Sliding = 1-`•' Y Ecc. of resultant = 9.91 in = Mar. Shear 0 Toe psi Allow. Ftcl Shear - 93. 41 psi Max Shear p Heel z -22.37 psi ------ SLIDING CHECK --'-_-- Lateral Pressure 2,878 FTG/SOIL FRICTION = 0.40 - Paasivw Pressures = 2,461 SOIL To NESLECT _ in -- Friction 2•056_ Factor- of Safety 1.57 Add'1 Farr* FiEqu,Yred - 0 ____-____---- _w_-__- FOOTING DESIGN --------- ��Soil Press. Mult. ---Toe--- Heel=- r,.'c = 3, psi By ACI Eq. 9-1 psf= 3,58:3 Fy ze= 60,0000 0 Mu - Upward ft-� 191} Min. As Percent 14 Mu -- Downward °' 16 10,563 OMIT SP LAMER HEEL? Y y/n Mu - Design - 173 (10,563) -_-___ Htebar Choices'. fine-Way Design _ - - -- Tom K*,eI Actual psi- 2R'.4 11 4 t� 16.@i in`a.c, 7• 12 Allowabla " = 93. 1 ^r3. 1 # 5 Q 26.0:5 t1.02 Cover over Rwbar, in- 3.'50 2.50 # 6 6! 36.97 15.65 , d y A 8.50 9.50 * 7 4 - 48.OU Rue = Mu/bd^2 psi- 21.7 130. 1 N 8 Q 40.00 '° 28.09 # 7 0 40.00 T t O Zi °A sr Ua►ka[r fb r .A.. COUh1'TRY•CLUB taEIi `s ---------- RE•rAIulNs WALL DESK Page .__ STEM <- Stenm mat-Aen's 'Top - - - - - - - - - - - .Bottom WALL TYPE.----- - 1 3 1:Ma_,2:Conc,3:�'A Used - 1 ft DESIGN HEIGHT ABOVE FTS- _ ' 2 REBAR: 0:rntr,I:Edge ? ? I 1 'd' FOR DESIGN 9-00 .DESIGN DATA- - ------------ ---- ------- - -------—-_--... .......In THICKNESS (naminal2 = REBAR SIZE # Ste' REBRR rsPACIN& _ 24 1& a Lateral Load 0 Sec �'� ?,� SiEe tion = SQL :2 d.1t-7 - ft-8 Moment. ...Actual - s 9E� .'Y,'S�e'.S &.T'�? it-*Moment.. ..Alloss. psi S_6 7.61, Shear.....Actual - ~` y Shear.. ...Alio.s. = 1'�_4 3si'.4 psi 3'?_� (9_�? �a � � .. ..Intaraction Result = a. -g .i�r gsf Wall Weight t180 n : Modular Ratio = 25-2 25~78 25'•M s in Rebar Embed Length 3D.00 3D-00 3D.Co _ ._....,,„. .MASONRY STEM DATA-... •--�---•--. = I,, '� 1,500 l, t: 1,5�''0 •1,500 psi f'm Fs a 24,E �.y wo �+!07t�9 =D+.�L ?4,WO ALL CELLS BROMED ? Y V Yin USE SPECIAL tNSP. ? DBE #K # k Yin Load Duration Factor = 1.00 1.()* 1.00 1.00 1.00 in .CGNCRETE STEM DATA.........:----------------- ------- ... nisi. f 'c x i, 1 �'0 Fy r. 40,&0 4*, 40,�!V'a 6,OsoW 6A) psi SUMMARY OF FORCES & MOPENTS -- l�teutts -> <.-Overturning Ls-:`�- aws:asting Origin of Force: 4 it _ ft-* -ft ft-#- - Active Soil Press, - 2934.0 :3.61 10595. '"- Sail over Heel as --- °,0 3.OA 8966.0 Sol l owor Toe -56.3 0-50 28.l: 21-8 0.1 r' 3.9937 Sloped Sea I i1k3e1 = -- -- 23*..7 3.44 W7.51 Adjacent Ftg. Load Surcharge l3vrer Heel = Surcharge over Zoe = _Axial LoM on Wail Load 0 Pre3.-Ma11 4-q 0. 744.E Averaged Stow Wt%. - '- Pddwd Lateral Load W7.0 2-73 2698.7 Ftg & KoV Weight � -" 4.33 4230.5 1/3 Acti vw Pressure _ -- Totals 2877.77 1056i. 59 -4 27450. 750 mall wt. OIL-Rtaplier 1 .�1° l4ulti.plier ; old sae+ M#..be Center 'd�' @Rt:di4n = Edge. 'd° QRo'ctifzec 1 as:eda*zee ¢fmr sloe ? d_ yfn LOTS 37 &_, �• yfisobi-- _ TRY GLUE HEIGHTS jr _...__--- _...__------ tdING 6iA(_'_ DESFGtV__-•�....--- c~DES`CRif�"f'IOitil_>.- WALL ��G.�4 _._�_.�WESTERLY-Y-P.L.--------------- 3 :} 6.67' WALL - M------- VERTICAL LOADS q SOIL DATA -------------- _ ALLOWABLE BEARING = 3.000 psf AxIAL DL ON STEM plf •� ACT I vE LATERAL50.0 p_f AXIAL LL ON STEM - .....MAX PRESS. _ ...ECC(Toward Toe='+')= in SLOPE PRESS. = _ gp(.Y'FILL SLOPE = 2 :1 SURCHARGE OVEF. TOE Pnf (hor i z:ver t,O=Leve' a(1RC3fRRC>� OVER HEEL PASSIVE PRESS. = 3ro USE HEEL SURCHARGE O 1s2 pcf RESIST OVERTURNING ? Y y/n SOIL DENSITY TY = SOIL HT OVER TOE = 4 in USE 1/3 VERT. COMPNT ?--_ Y- y/n- -------------------•----'----- -- LATERAL LOADS --------------- e- LATERAL LOAD ACTING ON AD,;ACiFNT FOOTING: tss.: STI<M ABOVE SOIL - psf VEF 3CAL LOAD = 1bs _ FOOTING WIDTH ft - if FTG. CL TO WALL = ft r. a TOPADD'LO LATERAL STAR ft VERT. POSITION OF FTG. e TOP OF FTG TO �TFst2T = ..Above/Beicw:C+/-3= ft .. :Top OF FTG TO END = ft Y y/n _ w « SPREAD FOOTING } o © -_--_-_------ WALL & FOOTING DATA .3Z ft 6.33 ft TOE WIDTH =a RETAINED HEIGH3 3 ft on WALL HT. ABavE SOIL = 0.33 f t HEEL k!1 QTI t ----- = - _ 3.Z3 ft V ,CEY DEPTH _ le in Total Width KEY WIDTH 12 in _ KEY DIST TO TOE 2.33 ft THICKNESS _ 12 in__ _ Sur --------------- ---: :-Pressure @ Toe = 1,998 psf Factors of Safety: - Pressure @Heel - OverturriLog Allowable Press. - 3,000 " Slitting = 1.57 Ecc, of resultant - 7.44 in Max. Shear @ Toe - psi Allow. Ftq Shear -- 93.11 psi: -11.'�? ` : Max Shear @ Heel y - psi ---------------------------- . ..__ ------ SLIDING CHECK --- -- Late-al Pressure 1,690 N i FTG/SOIL FRICTIGN = 0.40 -- P.tssivr Prass+urQ 1,405 SOIL TO NEGLECTinn - Friction = 1,253 t of SafmtY " 1.57 - Add'1 Fcvice Required = 1!Factor i ---------- FOOTING DESIGN ---_--____-___-------- psi --3oi 1 Press. Caul t. Toe-- ---Heel-- f 'c m 60,000 psi By ACI Eq. 9-1 pst.} 2,797 Fy �k► - Upward ft-#= 147 Min. As Per,ent = 0.0014 Mu - Downward _a 15 4,623 OMIT 3P LMER HEEL? Y Y/n_ Mu, - Design _ !32 (�4,62) " .__-�- Reber Choices -_ Too One- Jay Shears Ibel Actual psi- 12.0 4 4 @ 16.61 in r2.c. 15.04 Allowable It m 93. 1 93.1 * 5 @ 26.05 `� 23i•31 06 Cotter over Rebar in- 3.50 2.50 * 6 @ 36.97 45. 11 "� 8.a0 9.50 @ .7 @ 40-00 45.1 i 'd` 48.00 Ru m Mu/bd^2 psi= 2.0 56.g M 9 B 48.00 p 48.00 #i0 0 48,00 48.00 y� i r i { <z a�J"., gI�RY CLUB W-161.17$ -- .._---^ RETAINING WALL ___ _ .-,�-_.----._.._.. _- ----- Ste B�zctio�►st+ -- ---_ -- <--- '-� . --_ .Bottom 7. TOP ----------- 3 3 WALL TYPE....... Used 1 1 ft 1,m,s,2:Conc, 2 DESIGN HEIS14T ABOVE F'TG. 1 i REBAR: OeCntr.3aEdge _ 5.25 9-00 j d° FOR a • DESIGN ......' ..... ........... ' to , .RESIGN DATA.... . ... • -.• .e--� 12 TmICKNESS (n0minai) 4 4 in t SIZE _ 32 16 # RE BAR SPACING _ 469 99 f t-* 'Lateral Load !! Section 677 2,11 r 3 ft-4 ' "Dwant....Actual 692 2111*4 pai. "WWnt....Allow. z 5.1 7.2 psi shear.....Actual r 19.4 19.4 Shear.....Allow, 0.991 0.993 psf " .,R.inter•ac ion'Result 76.0 lig.0 ' biall weight _ V 23.78 25.79 in n modular Rat i o vz 24 40 24. .- . !Bechar Embed Length ...j......... ...... ,500 500 psi .t4A5DNR� STEM. DATA......... ..... .. „1,500..1,W "Soo. 1000 24,000 "psi 24,000 24,000 34,�000 Z IN N y/n Fs �*X ra y Y Y N y/n ALL CELLS GROUTED N N N � td 1e00 1.00 1.00 in 135E SPECIAL INSP. 1.00 1-00 Factor .... .... ...•."•••• -Load Duration . ., . •.•--•• 000 psi CpNCRETE STEP? DATA.............. . ....... 2�009 3�Q00 3, . c,000 2+ 0 4,C 40,000 40,Q00 40s000 60,Q00 40,004 poi .r S FY ...... pr1ARY OF t^ ES & NNTB _ w. Moments-><-- Rmsic�ting Moments f-overt Being ft-0 # ft ft--# ft ___ Or0f Farces: ------- -'- "' '"""."_ ..- T 76 481b.7 ib71.i 3.33 3B93o7 Active Soil �4.5 Q.17 2.3938 Sail over Heel m -44»4 0.44 --19.75 v2.t�fs. 51.56 soil ovser. 7�se w _ 133.0. gibed 50ii Yt H*911 A#Ja oettR Ftg. Lo*d • _ Surcharg# Over Howl Bur � Burch rQe ovsPs' Toa� Axial -Load on Mall wall 1 .�. 5�10.3. _0.73 !430 e W" Load (A Pro AvW,&ged 'gt*0 bits. 4 . 2.Q3 l�6S.4 Added Lanieral Load � _ 724.3 '... 1923.6 < FtQ b Key West ght . »_ '7.7 3.33 -- 1/3 Active Pr#soure °'r-_--- - »-------- - -_--_ � s070.4 T©t�►iea 690.27 479� b- - 3132.3 ' y e TirO Mall tit. Maul t l i er Multiplier Stwid retain Nt be 1 !n- Center 'd' Modifier= assdi+ice foe,,,%Iop&, 7 '� Edge .d• "llodifir 1 l2 RETAINING WALL _ IfII ��It MALL b� Fs:L. 1 ti � 4F.00' L _1. - MFST6F'( 4ERTICAL. t #i .- sSo L DATA -- a n�►t Ili : 2 7,1000 psf Ax 44dL DL am SSi� -50,0 -pc# �t�EXf►L i.l ONSTTC .�.)� is IvE LATERAL _ s ...E.CC(To ao'd 4os= - ac --- -S1JE - _ gURCfa { DER TOE a psf ft 4 M, lLL-�� a 2 :I 5l� MpER HEEL+�e►a '°t:�r Mori l) +9IVIE FREES_ 3 3Siy USEi L S3`� TO G ? Y M ' SOIL DENSITY 132 pcf RESIST ill Y f 4 in USE 1t3 VERT. COWNT ? It yrtn , f__---- ---------_ LATCP.AL LOADS a _. ---- ADJACENT -001INS: 4EL LOC118 AL-TING ON l bs A SOIL e psf VERTICAL L� fC SFERSFDDTIM WIDTH _ #t r "L LATERAL i = p l f FTG. CL TD WPA.L - FTS MM TD START ft ft VERT. POSITION OF FTG. ft TW 13F Abo1qwI :Ct!-3= TW,,IF-FTG TO. 00 v',. �SPREM FDIITIMS ? =Y Yin _ J! -_ -- WALL & FOOTIts DATA._._.:-....-- � 0.= ft _ s 3.67 .f t TOE WIDTH 1.67 f t BE AIMM HETaff �. #t HEEL WIDTH _ I_ "T_ SOIL. = -- 5 in Total Widths d"00 #t iCE 1R WIDTH12 in = 12 in ' DIET ToTM1.vo ft THICi� _- SUWARY Ptresswe T¢a�s 1,384 psf Fact of Safety* Y I.bi overturning e 1 iff�hlr+l1es�s,3rae �f91. 3 x n cam Sliding 1`�? 1ls fS �gai Ecr. Of tent OQ 2 fi r' psi Ai'1Gma F1q Shear r 93.11 psi eta,.' shoar � heel -1.�D psi .__.. _---�- - -- - v Lii1t�� Ntr'lCla�a�s� "� 624 \� - St Passive PrOS+8o1ro __ 536 F SOIL FpIC I _ .0.!40 " � „ scs Friction t SOIL T® MIEIME" ,� I.b;, FFactor�of 'fF 6k1d`_1 ,Force airsd r;. -- F13pT Ylm6 DES I amVC _ F sail fir - glu�R.L. �1 Psf= is ..8 FT .� 0.€sDi4 ACT, ;� l4xn. As f Qnt V, yin Uonasrd f t 1S 3<91 "UMI T SP UMDM IHML? tf►SI�° ,. f34, (7 nm T 1.13 # A actual p -0 IEs:�1 in a-G. 15.04 - si- 23.31 - _ M as al3.i '9'�.1 4t � � fib•Ib5 w` �.E3@ cover i r-- 3.50 2.50 � r¢ � 33.�A M 8.50 psi # 9 it `49.00 49. AICo 0 40.00 7AEI� L l al l@t Pam, Stee sections Oat tam "a-L TYFE------- j-.Mst2:Cor+r.7-:h&cat. used J� 3 ft ,ROE FTFs_ s a _DMEON DATA--. --_ .. --- - - _, .. .. Tm9E as dnaina3l3^• •••• 2 bn FAEBM SIZE 48 in - l� 4 a Latzral Load tt SeCtiO i 412 ¢t-• }drat....Actual f t-ID t....Allow. 93 psi sNear...._Act al g 13.7 psi .. Interaction Qn Rsiesa:l t : t!.ails Iplif ��. ill ldett C r 25.78 n : IftPAOar Ratio 24-00 - m ETA.-..• .. - - 1 a Wo i' psi S,5L1t) !i,;!DCO i„5d0 t7Qfl -psi F$ g 24a0 24yOW 24,OW 24: 249 =r H y/n A-L CB.LS f T 1P !ml yin ti Um SPeUAQ- Disp. 'z 1.4Q i.� 1.� in ' Load awatinea Factor � l.� i!� 'EE_.STw OATA.........-_............_.._ ...--...................... 2 �b �� ��� 3•� psi -f"C 40,E 40,WO 40,E 60,,000 60,000 psi Fy C- 'tz:s-aal�+Ag! uss is X- m'isti"m 4 ft 'f --� Et fit-* Or i$ice of F�rsa, w 6e7 1.72 I'lm-b 1.3D ?M.2TaHit Press. 496.1 soil Over irl 44 -4✓4.4 .44.-19 75 14-5 0.17 2 ��//�� f R � Yrst 33.3, l�db3 '35.3;0 .` Sloped Soil 0 "Sal - LhdJacs*_ tq - .3ftel $arvttaa�r�i1R as r" rue �.-. M% wall Aee+I�r'a Rt�ra ltlks. 3+�'9$.4 ` O.lab 2kt��br5 OwleQ LAte r'a l La�+d ae .'� 1.$�4- JY3.14 Ftq & VA" Wight 222.7 1/3-active -Pressure T=tatf& sr6'4.2M ...... ?. %t.. milt3prlie _ y 'N' 1lul tips s r ta31d t tiro "t becenter . `. "adifler 1 rir f a ! #ter g �. RETAINING' W&L DESIGN DESCRIPTION_>> WALL RA" » 10.00' RET�A3t�Id� r�£.1. VERTICAL SOIL DATA aF ALLOWABLE E BEAF I = 3,70 C- psf AY I AL DL ON STEM � P ACTIVE LATERAL - 50..0 pef AXIAL LL ON STEM -...MAX PRESS- _ ...ECC{Towart! .....SLOPE PRESS. _ B,ACR'.FILL SLOPE - 3 :3 +Sd�2f:N.A�RCsE OVER TILE = psf t SURCH RGE €]VM HEEL4 hor i z:ver t t0=Leve - PASSIVE PRESS. USE 14EEL SLR TO SOIL DENSITY - 132 !rf RESIST QVe...RTtlf� UNG '' Y Y/n SOIL HT 13V ER TOE - 9 i n USE 1/3 VERT. COMPUT 'a -� Y` y/rz --- -- -,4TET*..AL LDADS - L .. ATERAL LOAD ACTING ON ADjAcEMT FDUTIM: - psf VERTICAL LOADSTEM ABOVE SAIL - 12Q4D Ibs FOOTING WIDTH _ I ft AQD'L LATERAL LLN* = dal.f FTG. CL To W = 9 ft TO OF FT6 TO START - t yERT. POSITION (IF Fi'B. Tom' ...FTO TO 00 f�t .AbasvwlSRl aroe:C*l-3= 3 ft SPREAD FOOTING '7 Y y/r FOOTING DATA --------------`----"-�_v____ O.33 ft �M`I ED HEIGHT = 9.61 #$ TOE WIDTH _ qqT. ABOVE. SOIL_ = 0-30 ft HEEL WIDTH �_�t A, 4.33 ft TF! 2-63n Total Width s DTH - _ 12 in 'K IS TO T[ 3.33 ft THICKNESS - ��R'Y' tors of YSaf,e-t�r:Press Overturning e rg Tce = 3,27Ps p-s - • Pressure a tdee3 .. Overturning - 1.70 " i Allawable 4'ress. - 31.700 "' Sliding , 1.57 ' Ecc. of resultant _ 4.3�s Yua. ' Al l cm. Ftg Shear x 93.t l ptsi 4 l4ax Shear & Toe t t mm Shear 4 Heel - -20.22 Psi ------ SLIDING CHECK PreSs�ure 3,374 FTBlS�3IL FR r I! �D.44 Passive €�rta a ,�� ,r AIL To Gt MT Friction 2,721 1.157, ....r.A_._ Factor +d'1 Farce l cirred = { �. FWT I NG DESIGN sail Press. "Ult. --Ys Xa A f 'c 3,P000 psi BY AC .E4. 9'-1:� psf-. 4,6'.` Fy b©,{?00 psi Upwardf t- ��b7 Hill. A* Perrot � �.�DUk4 ° w lttt De�rrayrb�►rs! 18 -1.1,56�3 OMIT Sp EEII t .'v Y y/Ss lies _ Design29=11gQ 1 - -.,•--,..'. Mbar chimices,F row _CW4*-Way Shear, r 81- Actual psi= .2 6 4 0 1bS1 i�t, o.c. 6.48. „ 93.1 ` '-93.1 4 6 26.05 « 11'i.a5 Al 1 owa�b l e 's Cover over RerbAr in- 3.50 2.50 4 60 36.97 19.� r3:: s¢ 5.50 9.so 7 41 48.00 •4 si - 3.°Ec 442.3 �1 82 48.00 " 25.60 Rui Mu./bd^2 P �,- 9 0 48.00 .32.41 #10 j 48.00 41. 16 N11 G '48.00 48.00 RETAINIM Asti. DE�IEs�i ra' ,=Y MSISH Stem sections ---a NOTE. Concrete " 9 are +act+Qr'ed MU & 'TOP . . . . . . . ------ iALL TYPE.. - 3 3 i ft 1:Hass,2:Cuctc,32mot if�e 5. 3.a'3 DESIGN HEIWT B�WVE, F'TGi 1 1 1 : Q:Cntr,1sEdge 175 5.25 9.00 14.19 •d• FtlR DESIGN ............._..._-----_' .DESIGN DATA................. . -� •12 ib THICVIESS (nominal) '' 4 5 5 BAR SIZE in SP1ACIM 16 ib Q RESAR539 i,095 4,120 Lateral Load 0 SectiOn � 2430 13 "74 t-4 � , , pxaKit....Actual 9b5 2,430 13,154 ¢t-a* Moment.. ..Al iwa. 5.9 7.9 18.9 pia cajhLaa�r•.....Actual � �31'sear'...,..4�11Cwit. x 19.# 19.4 7�5.4 .....Allow- sars 4�r�asi t � O.CM 0.965 0-719 psf 8ial 1 04aai��t � 76.0 116.b ..4 „ n modular g at' Ratio 25.78 25.78 11.38 is Rebar Eked Lt9th 34.00 30.f�0 16.7..s - ....... . .. .tM'� STEM WA...... ............ ...,. .._ •- .... 1 ,500 1.500 1,SrOb ,psi f 'a s 1,500 i*'5'0? - 24,400 24,E 24,000 Fa ALL CELLS 'TEST 7 'f 9 � 1g 3f gEtae USE SPECIAL I 7 H H 1.00 ics Load Duration Factr-A- j 1.00 1.00 1.00 1_..._....__.... .�E STEM DATA...........I............. ....5•� 3,0W Asa f c : 2,000 2,000 2.000 ��0110 gyp, �a - 40ss3W 4to,000 40ACJW Fy C-fi�ve+' ur�i;ae� its-X_ astin9 t its -} - _ 4 origin ds�f Force% ft ft--iF_ - --- - y Active Sail Proms. 334:i, 3.83 12670. 3' -7' 3.� ad$136. v roil Crow kael --Ey4.4 �?.56 -38.3f3 29.0 0.17 4»7"b- 9aoi l ovdw Too "` _ ---- 154.4. - 3.44 ., Sloped SDiI b.ba 915.51 .g . 3�74.i 1#jacmt Ftg. Load 8.2px .... Y. • Surcharge tb fiasatl Y' Sur'chm-ge Over TowAxtax Lead an mall Load 4 prof . "all 125 r.9 ' 1 -0 Aviw aq 84r44s1t Wt%, �` '.. - Added Later,&I #mod `R 974.5 5 2.72 26Ws 9 Ft8 & Icer weight a` _,, 1100.9 4-33 v!766.3 6W3- '!d' l4u1t11E1i�" a 730 Wall Wt. multiplier ae Y Camter "d4- rodi f i er= 1 Should Retain Ot ilk Edge "d!` ueii ia+r i oodified fcr' SICYW ? �' d .y Aft_ _ =ram`71 r +'sv P TMAL HMIT ABOW FOOTING `ft.) ! OR EAL PM d � RETAM@ HEGHT ABOVE i:OOTIM (fL) - — SM HEIGHT ABOVE TOE (in.) SLR _ "� Him — HEIMIT OF SECOND STEM SEcnON 00 Ho - HEIGHT OF lum STEM Sir►�ON l�r KEY DEPTH BELOIiIt FOOTING (in.) •,� .*,_r�:.;:-= --- �^=,ate 4 &it TOP & WTM KS — WY Mnl4 (in.) ( I3L= TIC KF — TOE/KEY DISTANC!` `ft.) FMIM D= OR auffcw TO STEED Tir — F007M THMNESS (in.) Tss -- TOP STEM 7FK304ESS on-) aAtR Gl Tu — SECOND STEM MCKMESS (in.) ToTt tD S'i'ETO Tlw*KSS (in.) STEM (ft.) llN0B OF MIL 4 MR. M0*XM FOR "US MIER w HEN Mir— REBM OMMER. TOE (in.) eaffwa � P.c-c & — TOP SnM L DIM (in.) C2 B-3 — TIM STEM BOND LENGTH (in.) a tie — DW FROM FACE OF STEM TO ''TEEI,. (in-) S T aukmL on -- LIST. FROM FILE OF :STEAM TO STEEL (in.) €w A Do -- OW, FROM FACE OF STEM TO STEi?.. (in.) 3 -*HIS LOADING - C,N CUATED AS AN •�- I Ll .ON EDGE OF DRAY WA A -* TOlow _ t i # Kir 'To Tu 'ass s � my ou stm !ifs Ili A am r� d1R Cs MRI I` I" tr 1 4.331" . 2S 3 24 3r 1"r 5.w 9` &1 -gr or Ir I 4.it i'' i�.333 2. 3' 3r W' . 'T�" i' 4.9 Jrt�' 4► Ir I` Ir ter - 3 2,' 34 , � Ir �"" • Ir - -- I' I Ir 9 Tr fir• ` SS 24 W SF° ------ Sr t+�' 02," 4 4 RUNNING Wes, �: W,-� Mo 7fx. CAS A SUM .X um �� � �a L w & 38 COUNTRY CLUB HOGHTS 17326 LAKEVIEW AVENUE �. in E 3 4� +��- Ciff OF LAKE ELSINORE CALIF. 92530 . r r WALL AND TING GEOMETRY STEED.. 'REI F ,CEMENT DESIGN 'LEGM _ . i�..T•S. 1�d,Y.S. Hs — TOTAL, HeGHT ADM F'OanNG (to FOKX 43R smarm PER i� UW SW-171 i � FN T ABOVE F�QIiHG (ft_) SM WLGW ABOVE TOE ( � — T OF SEA S£CTI(M 00 2 m, - HEMCHa OF THM STEM SECTION (fL.) — 4 BAR. TOP & OUT TOM Ks - KEY muTH Or-) f ALL CELLS (ONE ON BLOCK � " OP KT — MY tTiSTANNCE (tL) 12r' CO NC. �� t'eRA� FHLLE� , {IM+t 5fEEI.) Tr — FOOTI �NG (I-) PER GROUT s, — TOP STEM Tess (in.) PRECISE GRADING PLAN Tse .�--- ClC Ts? — STEM TtICKNESS (ems.) Ta — THIRD STEM THICMESS (o,•) GUME OR Na — FOOTING %WTH (TOTAL) (ft.) FLLE1 J V& — Hat weTt4 MCL STEM-.---- fQ DAMP PROOF su I - wI M STEM (fL) ---- BACK IF WALL � NO. 4 BAR. SIGHT FOR � � -�� REB�1Tt C€l11ER, HEEL 00-)1R Tst Y NJS tl S 4' HIGH RiZi — FASM ONM TOE (K) N f 4 TOP STEM Btu Lmm cu P.C.C. Iu — s 3 smd sow LENGTH 00 FU. BAR Cs SL3 — -MM :MMN BOND LENGTH Qm) 1 CU.FT./FT. Iw — OW FROM FACE OF SEX TO STEEL (10 SELECT GRXVEL BLs I Cs D. — lieST. FR N FACE OF Sii To STEEL +.) go�i►TI=n PIPE— a:v — FROM FACE OF STEIN TT? STEEI. (: .) PERFORATIOM WON) BAR 0 TT AVYL kv AS Itt . 's ;o BAR @ a4 La*; s ..•.r.E Kv--�--�- ��2M (M C3) . CRY assoft-443 `tie •. it WALLS 29 T0m " H' 11e� w �t w Ht ft 3�0 Kv KT i s TVpq Tsr WF W10 WT RGa RCT Bb OU au 0O 0ss Do M aw B €AR C, Bti Cs BAR Cs or �.6?' B 2. 2,t3t?` 27 i�` 3,33' i f j" i 8" 4.33' 4.00` 0.33' 2.�' 3.5' 3W 3T 3W 5.22T S�' 13. i 1" 4NFi� �' i�' 5 4b= "9, &sr B.33' R I -�-- i�° i 2P 2,33~ i 2' er �--- 3.3x 3.w A.33' 2.9T* 3XV 24' 24" 5.25' �` 15' i�` i�' i.f i�' �` i. 0.33' .'i' 3. 24� ` 4®i 5' I MMM FOR W M. NO. CALIFORNIA CEO TEK. INC.. RETAINING WAU AUGS.IST 1992 52-139.93 42OW AVENIDA ALYARAO . SUITE *JC CS' LA W.�[. GMY MNTNTEEM � � RR -scm NO. TEMEC4� CAL ORM 925" LOTS 37 & 38 COUNTRY CLUB HEIGHTS MAMA !. G. �►fl254 (714) 879--27a2 i�7326 ��'C�/E'�W AVENUE TO E 6s�roi-34 CITY OF LAKE ELSINORE CALIF. 92530 .-z