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9909-062 (BLCK)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of '6hapter 9 (commencing with. Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date �2<1176 C-29 N3 W201 Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier FF.�; l Policy No. 71AIT. FUND i 193/A�V-" (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) Date BUILDING PERMIT PERMIT�2 DATE VALUATION S2,1111.15.0 LOT A TRACT 'PM 28915 JOB SITE ADDRESS 50-490 ORCIIARU�.��NE, APN 4 - OWNER CONTRACTOR / DESIGNER / ENGINEER 78365 H Y 111 42-200 BEACON HILL. STC. A LA QUIWA CA "2253 PALM D11-SFRX L'A 92'211 (7f.s0)7734)012 c`13L# 12116 USE OF PERMIT t.il:i+ F.k: U. !i1 t11.4jim i I.No fi ci ED RETAINRIG WALLS - 911; (t NDLIK .1M.LNI)l:1.) tiht'iCUrtiCtlMi NI' EF_k11"1 !f 9'.'.51 6 17 I`. 'w'ALL I i 3.(Q) L • 1.�i "MMI" 4 I �. e K:Mi?i'i t F.E .SCiA 1SLARN t,'_)N. 'Kt 9 "HON Flits 00 SI 111-T(WA 1, 00W At4r1111,AN r'"VVj: M LESS InRE I I A I D ITIS VD 1)0 RECEIPT I DATE BY I DATE FINALED INSPECTOR .:1 .� 5©-490 CK; G' SUB'._. WALL._OVER___¢, RfTA11N/n/G----YS/ALL-----..._._PAGE_..._ ,J�.3 /_.OF 4 PROJECT --LOT S -_ PM..__.2b.235- - - DA_E . D�SIGr/ GR1 TE,�A ' W."VP P,eEsS •. _ /5 PS. f ,Bs�SED O// 70 /`9•Rt� , EXPoSveF C, l�iSG . 5'T•QucTveES Acr�vr rq,zTX P,QEss. = 357. pG f F f P• �" PA SSI ✓.� P,�Ess . = 3 0o PGf �jP F,s'�GT/On/AL ,G�f11TA..�CE = 46 _ ( 0.33 Y✓i,<fiI co�,a�wF1� w,rX -- PASSIVE ,ef5/STA�C� MAS. ,SOIL 04 x � \ vAL vES PFA= Sat, 5 ,?�'PO,eT o � 4¢ C� 32 CENTfRfD ih /I✓ WALL m f/N• GRADE PE2 $O/LS ,QfPO2T PRFPA,e.EJ� ., .. _.... l3Y_.,....8...�!Pn Gt�✓Ffes /2- %8 - 90 aul�uui p�ai s._ iVO. d C - _ 4 _ 4 o erHA,eD j T T.5 26.524 N � 2„ :o f - ...... 26 525. 2„ D/A, WZ= PgOl &4 C�'/6„ ri 4 #4@/6 F/N, GRADE '�K . f - Il al�l�J�l aUl N V � ON - WO VC- F/L TER FABR/G iz 3_0, QppFE£v"Ip; #4 SPACED A5 SHOwN FE L2J U_I o No.25203 pyMoEs Np Deo3l. 2o01 9 CIV0,op C Q'r T ��•�I�L FE.eGu oN RCE 25Zo3 P.,GUSCN A6--&ta RCUCEL LANE LA CUINTA. CA 92_53 (760) 7.75-1930 k! 2/$ SUB ECT___.3. -G ��.-.1� WL . OVER 4'(;" RETAIN/NG WWI- PRO ALL PAGE 2 OF . 4 . � .. � ---- -- DATE PRO.iFcT----__.Lo.T_..- S _._...-.P M; 28933 - - MATERIAL SPECIFICATIONS & GENERAL.NOTES MATERIALS - - Concrete: f'c 2500 p.s.i. ® 28 days. Re -bar - per ASTM A-615 Grade 40 Block. - Grade A per ASTM C-90 Mortar - 1 part cement, 1/.4 part lime putty or hydrated lime. 3 1/2 parts sand per ASTM C-270. Grout 1 part. cement ) 3 parts sand ) for 4" & 6" Blcck 1 part cement ) 2 1/2 parts. sand ) for' 8" & . larger Block 2 parts pea gravel) Grout shall be of fluid consistency. Cement Portland Cement per ASTM C-150 GENERAL NOTES ------------- 1. Solid grout all cells .in retaining portion and all cells containing steel. 2. All footings shall be poured on undisturbec natural ground or on undisturbed engineered compacted -fill. 3. Wall shall be ,laid true & plumb. 4. Provisions shall be made for adjoining construction 5. All splices shall be 48 bar diameters. 218 , SUBJECT -_3 =_G_',._WALL OVcR ..:4-..G iC'fTA/J\//NG PROJECT.- .10M. 28 935 DATE 5rZ- 7 43RJF of 8 BL04� 354 . ¢o7 # . ` 3 . 7;ey P ,f _ . !S _ , ooZ3G nP J Xj 232�G Z,o> 14 _ 000 } 407 = 7 �, s. G • p• Il (< l 9 . b ,� - J iZ (• goal) ( S.3). 7i i oo 771.2,1:7.cAA rvAG ooz 6 t .= , ooz (iZ) (s) = /SZ- �3 � � � l�.�G�1vl7�✓R4:/ = �3 of .. !9Z — .• Oc:¢ 47 4:G7 USE 2 —4- z.) _ - frs TR y (Ax = . .)5 =" ) /38 O" 1 •9s - 3 . zo) _ . Zo " o„IC. 3.0 FADE LATE w Mwor erroror _ . 582 ` _ ��? - 13-53 7DT .... _ ._ o� _.. RES/STANGP __TD' .0Vt4T4le, lZ ,/G 3.33. x GS 2'I !o p; 67 /¢S ' # BLocx 4 67. x. 9Z ¢30 :.: _ 0: 67 2 S S fooTAIC.- 3:0 x / x -/50 4 50 .. / . 6,75 2908 '. M oT 2 iO $ .' /3 SS = . 7$ i,¢on 7-06 0&rSiDj M)PP&I 7WJ") . ------ _... -- _--------_..._... ____..__._____�M__ __-_. ._...__...__.. _.., Z W . _ _..._.._..._ _- -_ = Z _._.._... _.. _ .._. _ ......__ ::: 3 3 • 7S) O', �. ( < 2000 ) - ::: o')L rs C -1,0Z . Of X.A 7,Y' `o e Sri D��G = ' " 9/ S l • S8 D , iC , �� /, S ) SS Z _ Z x /50 t TOO ( 2 /Z00 # 00 `¢C/6 / /07 = ( 277X /.3¢ 1.3¢ = 29Z._� 3 9.75) Z.34' . z.) _ - frs TR y (Ax = . .)5 =" ) /38 O" 1 •9s - 3 . zo) _ . Zo " o„IC. 3.0 In suaJEcT_3' G' _ Au. _-OyfR _7_-�" �o PROJECT --L(27 .,5. t- -P. M —.. 2.893:-:L _—.-- _ —.. DATE fOR AUT. WALL D�SIG,A,/ GR/TB,P./A Wi�/� P.eESS• _ /5 PS.f ,BASED Of/ . 70 /'7.P. hl. EXPoSveF C, /"�iSG . ST.000TveES �' ACTwr ra,�rX P.QESS . = 3 5 . PC• f .�• f P. Foe L,E✓EL ,BAC,+�F/LL �'E' PA SSI ✓� P,aEss . = 3 ao p• Gf. �F� �' F,eiGT/OnIAL ,�£s1STA..�C� = QG I I I � II f�BL,E SOX: 6Pllllzb I I I I Vii, H4 X32 cF1VTF9ED /N WAL L IW. C5 LXAiRE8 w Deest.20 l Q 7r C ' V , P:� �00 f/N. GRADE hlgl NON - WO vrAl f IL TER FABRIC j>f►N/EL FE,eGuS . RC�r 25203 �o BEND DOWN 4 p i� fOR AUT. WALL 'm /NTO TOP OF � go j ::. jy B ^ o� ; 7 2823 - P/) FaR T%IF ORC{tiA.QD _.79ACT5. 26.524. � � � e Uj 2 DIA. 1N/EE0I1OLE5 @ - , 0„ G.C. CCR. � IW. C5 LXAiRE8 w Deest.20 l Q 7r C ' V , P:� �00 f/N. GRADE hlgl NON - WO vrAl f IL TER FABRIC j>f►N/EL FE,eGuS . RC�r 25203 .. `V #4 SPACED A5 SHOWN O„ 7PGUSON S /9 - 95 .MAL2 =aw" E'X? /Z -3/-O/ A6 --41A RCUCEL LANE LA CUINTA, CA 92253 (760) 7.-r 5-1930 �o BEND DOWN 4 p i� fOR AUT. WALL 'm /NTO TOP OF � BOND BEAM BLOCK j f FIN. G,PADE .. `V #4 SPACED A5 SHOWN O„ 7PGUSON S /9 - 95 .MAL2 =aw" E'X? /Z -3/-O/ A6 --41A RCUCEL LANE LA CUINTA, CA 92253 (760) 7.-r 5-1930 III�IUi a. JIII =tl1=Jul_ N � � � � e 211 CCR. � V NQ IR 2-;04 l a . 3„ CLR: M N .. `V #4 SPACED A5 SHOWN O„ 7PGUSON S /9 - 95 .MAL2 =aw" E'X? /Z -3/-O/ A6 --41A RCUCEL LANE LA CUINTA, CA 92253 (760) 7.-r 5-1930 220 EeZ._3' GWALL OVf�? 7 RfTA/JV/NG . WALL . pAGE__._.Z_ OF SUBJ.5 _ PROJFCT LoT DATE 5.-19 - 99 5 P /►�I. 28935 _. MATERIAL_ SPECIFICATIONS _&-GENERAL-NOTES i. IMATERIALS Concrete: f'c = 2500 P.S.I. @ 28 days. Re -bar per ASTM A-615 Grade 40 Block Grade A per ASTM C-90 Mortar 1 part. -cement,. 1/4 part lime putty or hydrated lime. 1 3 1/2,parts sand per ASTM C-270. Grout 1 part. cement ) 3 parts sand ) for 4" & 6" Black 1 part cement ) 2 1/2 parts sand ) for 8" & larger Block 2 parts pea gravel) Grout shall be of fluid consistency. 'Cement Portland Cement per ASTM C-1.50 GENERAL -NOTES ------------- 1 Solid grout all cells .in retaining portion and all cells containing steel. red on undisturbed 2. All footings shall be pounatural ground or on undisturbed engineered compacted fill. 3. Wall shall be laid true & plumb. 4. Provisions shall be made for adjoining construction. 5. All splices shall be 48 bar diameters. SUBJECT 3 G •' WALL O VER 7 G R�TA/N/NG WALL PAGE 3 OF S PROJECT LOT 51 ?,/1. 289-35 DATE S -/l - 99 Bsts'F of 8" Bt,ocr� -53 # �'�;,, = 5*3 " ( 2.5 t :4: 5> = 3'3 35) = 354 f = 35¢- ( 51 4,07 is S"; 3 " /5 _ _ OoZ36, np = . oG/ J`= , yoz2 , J - 7• �S hd iz (s 3) 232 S /41 .4 ZZ P+s•G OLX• (� Za OOo ifr� .!S (, 9ozZ)(S.3) .4-07 _ 7 /', s..G • p„L/• he'd iZ { . gozz)( 5.,3) - V 4-07 _ 7/- P,s.4. O,*— G /oo • T�r�/�G,do Tv�r /Lr�.v�o,ec�r� ANT �3 /L � !� c"o.�G✓rv�i.✓ R t1,� = �3 OF . 19 Z = . O� ¢ `� �� 4167 �4- SUBJECT 3 Y1/A�L OVFR. % G" IwAJN/.i/G WALL PAGE OF $ PROJECT Lor 5, R Al'. 2 6.935 -DATE 5Am* of /Z" .64Zc/C Pw = 3:. 5 . (/ 5) _ _ = 53 /+'1 w = 3.S .. 53 9E �'ror =/0.37 y 16. its _ .z3 .23 oo-2i3 �,� _ .055 �_ . POGZ = 7,87 2 9 50 (7; 87) = 2 87 p• s. < Z50,x 87Z s, 4, o„G ( c Zo, ovo V _ /037. •r c, _ V _ /037 �o j �iyPc,�AT�,�F ,2E��Goecc r���T Q� 7-88 %3 or . 7-98 _ . 096. ., C u 3.33 SUBJECT --------- 3 t.6 WAL:L...OVF,e PROJECT LOT j, P. M• 28935 .SATE - S -/q-99 _.::. _:::_ _ -..5.371 _Z 358/ .. ... _...-- .....r =: # or .. /317 f� To - or ,e�s�sTs�•�cr To O ve,O-r. U.e,,J.I,J6- 131,0014 (,Fur) G S x :3 r� / 9S ' 6-7- q.G7.� 9L ¢30 �r G7 Z88 3.3.3-x-.140 ¢G 7.: -.d_...5.3. _...389. / "8 75 ori /Z t3LOC9 .33 x 4J.7 x/00 ; .139 743 cA/zn�l 0^1 AllexL_ 3.67x T5 X /oo .2753 3. J7.. 8727 4-73.4 73 w 4734- /-74 le, /-74le• .,(jr'A,�i�Jli �'QESS, = Z W = 7- 4"73¢) = .20/Cr.. >2EStST��C� TO 5i,)PING .41, v/ _ . 4G ( 4734' = . 2/78 ::.. ACA02 Or 5',AAFiI %JZ SL/�J'VG =. Z/78 . N��L ,2FJN�O.eGf'J�En�T " /3/7 I� =(3.67 >,- t 7,737 3) 3.47\ = GOGZ �# 2. 1.442 Z 3,36V 3.3381 = 2744 l N As 2F.�'� - - = 3: 3/G = " . 238 Q �: 4-7/ j��p�>z,�; v,�f ,¢ci�✓ja,ec� �c,�T ( Q„ '`ts Z y ooZbt - .Oo2 (iz)(1Z) _ z88 �., o N eea'a oNE ws+y = /3 x �.. N 3.33 7 -Al. 3 — #4- LUNG irUs��+�.a LLy 3 x .Zo _ ./Z ou 0',Z' SUBJECT .5 - �l _. RETA4:- /- 0 7 - :LOT 4- &- PROJECZ___ L4_T _ 5.,. _ --/o n'_1:_.. 2.8935_ —.__ _ DA_E - 5-M-99 APPIrp TO [.a r 4 DESGR/TE�A Wi�/� P.eESS • _ /5 PS. f ;BASED 70 1"7.,e 9. EXPoSveE C, r/iSG . ST.QucTve.ES FaR GE✓EL ,B/iC.�F/LC.. �" PA SSI✓.� P,aEss. = 30o PGf, AFP �' F,�iGT/On/AL .eEs/1TA..1� _ 4G 0.33 Y✓ilF�/ co�,6/.�F1> w1rq PASS/VE ,e FS/STii./Ct vAL vFS PF,e Say 5 ,ZrPO,eT PE.e 5olL5 ,QfPOZT P P�►. � 4" ,[3Y saxnVA .E Gu✓FfeS /2- /8 - 90 rNO: - 8 3 - P/) FaR "TYF _ CHARD T TS 26. 524 2 / D/A. WEEPNOLE6 O C. 4 RIV, GRADE --4 - - - i .... jl9 Mo On b F Gh>� W e j�,9.VlEL FE,eGvso RCE 25Zo3 ;�,OFE8s/otic F ERO4,s Oy No.25203 s EXPIRES Dea'31.2601 Q civ %V q Tc-99 EXP /2-3/-0/, #4@/G 2// CR. ,NON - NO VEN . FILTER FABRIC #4 @ /G Ni. 0 -�4 SPaCfO A5 SNOrvN Ft7 rigGUSON 7yy INEEMfN� RGUCEL LANE LA CUINTA. CA 9—._S3 (76cJ) J.T5-1930 2i9 SUBJEGT___...._5....RETAIN/N6 WALL . WITAI . SURChNA.PGE PAGE 2 OF . 4 LUT Fr RROJFCT LOT 5.. P�'/: '.28935 DATE; MATERIAL SPECIFICATIONS & GENERAL NOTES MATERIALS ' Concrete: f'c = 2500 p'.s.i. ® 28 days. j Re -bar per ASTM A-615 Grade 40 Block Grade A per ASTM C-90 Mortar 1 part cement, 1/4 part lime putty ar.hydrated lime. 3 1/2 parts sand,per ASTM C-270. Grout 1 part. cement ) 3 parts sand ) for 4" & 6" Block 1 part cement ) 2 1/2 parts sand ) for 8" & larger Block 2 parts pea gravel) Grout shall be of fluid consistency✓ Cement - Portland Cement per ASTM C-150 GENERAL NOTES ------------- 1 Solid grout all cells in retaining portion and all- cells containing steel. 2. All footings shall be poured on undisturbed natural ground or on undisturbed engineered compacted fill. 3. Wall shall be laid true & plumb. 4. Provisions shall be made for adjoining construction. 5.'All splices shall be 48 bar diameters. SUBJECT --5V-4 n , RETA/N/N6 WALL W/rH $URCNAR6E PAGE 3 OF 4 Lor ¢ 6 PROJECT—J-0 T-5, _ . P. M. _ 28935 _ DATE . 4- aii'J� pF 8 " ,B L�GIL .-3 > _ ¢9 S. M '= X98 • - Tey � ¢ � ��.' �� - . /j �„ �,� s3-, .. /J = /�'j = /S = , Do23G /7w = . OG/ r = . goV �kJ = 7. 575 .. hd /Z (S• 3� 885 (7• �Si = 2 38 P, s. L'. O, l�, . (� , 2Sa� /4, 807.; �.� • ate. (� �,� bjd yozz)(S.3) 498 zz)(5 3) TirlP�.�Tu,ec IL.Ei�vfo,�Gf/h,E�/i . 007-67- = . 00 7-/-,1.) 771 2,'- /9f = -Z 75 `t . �..+�, < 1 •064/ �. 5.33 . i1Ci 0/L- OF JAi'i�l�i' �O/Z- SL/�/.�/lr = l �7G _ �. SS 7oz- Z.1d/SD f- /OGG:t 334) z) = 1700 G 9.0 o72- 9 -7:5) 7L9.75) VSf ;V 4- 0- /, (As _ ../.5 0") ... ... ___Ti r�P�a/L�I r�.�F : ,�,cl nlFo•QGc �•�iT . ooz, t = , 002, (eZ)(JZ� = . 2,ag a„ i11 R•�G�`v LanlG� fUl>>w/+-(,L y = . / 38 7XV 3- # 4- ' 20 Q„ 3.0 0.14. G'1 I I. "14,05 oNL Y RETAINING WALL YV/TN' S4IRC1lAR6- - -PAGE 4- -OF LO 7' 4- €- PROJECT LOT $, /0 M.:23935 : DATE -2,f 3. A�1>lh wl�tt. :. FOOPA) s . To for 4- --G •. 33 70Z v. OVA W000,1. _... _._ .. -- :...8��: ,6GpGJL---.�-.•_ : . .5:.33 .x::92 Q -yo. �.. :... .:G�. - � ..: 328 �� _. _ CoNc, : F.�n%✓G:-:_... 3.-7 :x.:7So 4:50 x /oo oN /�A£z- : 2. o" u '167 :3 3 2340 3 803 # Aoc� fAcroz 0i- Sh 1 /. rz;19- . OVl/Ln1L/�/!I✓lr _ %�.e _ 3 $ _ Z . s7 . i1Ci 0/L- OF JAi'i�l�i' �O/Z- SL/�/.�/lr = l �7G _ �. SS 7oz- Z.1d/SD f- /OGG:t 334) z) = 1700 G 9.0 o72- 9 -7:5) 7L9.75) VSf ;V 4- 0- /, (As _ ../.5 0") ... ... ___Ti r�P�a/L�I r�.�F : ,�,cl nlFo•QGc �•�iT . ooz, t = , 002, (eZ)(JZ� = . 2,ag a„ i11 R•�G�`v LanlG� fUl>>w/+-(,L y = . / 38 7XV 3- # 4- ' 20 Q„ 3.0 0.14. G'1 I I. "14,05 oNL Y SUBJECT— 8 = 8 ,FFJAL/JNG _ M41 L ._FAGF ._. - /_. OF 7 FROJECT--_LOT-4 , - P M.. _.28 9.35.. _ - = DATE: i " 1 D�S/Gr/ CRI 7W, A -�-� Lor 5 _...I L 07- 4, - Wi^/� . P,2ESS • = /5 PS. f ,Bs�SED O// . 70 /"1•Bt1. FXPoSv.2E C, MSG , STftUGTv,2ES { �GTwr ra,�rX PQESS. = 3 5 . �'C•f ,�. f P. .: f�N. G'RA�E - Foe Gam`✓EL ,BAC.�F/L L >'E" PA SSI ✓ P,2Ess : = Soo PGE. AFP, uu = iuih - um_uuu= ( 0.33 YV�F�I coM61�F1> w�rX 2_ #4 PASS! ✓E �ES/STA�GG� I 2„ k L� SOIL ..91MIZ/A/G i CLR. v vAL vF F,e SaL 5 ,erPQ.eT #4 ,.P -e y5o/LS PoeT _ ....:'� a�Y B,�%n/A Gu✓FF.es /2 - /8 90 ? 3 NQ B 823 - P/) �QRCH;PD., RACTS 2�. 524 f a V `� I/ ej /2 r_ ' CL #4 @ /6 � ROP05ED Lu SPACE 4.5 SHOWN ----'4 PfRf• -PVC ' SCNfD. QD � �,I . , /fo., QRpfE C. CU fT, jNIJ►!/A. - . FE F , PER Fr Of GRA VEL /At N0N - WOVEN F/L rfR fABR/C Edo. 25203 BL ANKEr. 0 FT P/PF EXPIRES rygu WALL 222 TO sourN �A ' Dee 31. -7001 ` 9p C1V1� OF CA0�' _r+GUSC3N D�NicL FE.2 soN �6-:,. RCLICEL uNE %ZCE 252(73 r X CL'1N-A. CA 9==== SUBJECT RETAlwAl r WALL PAGE 2 OF 7 . puOJFCT i MATERIAL SPECIFICATIONS -&- GENERAL -NOTES i MATERIALS Concrete: f'c = 2500 p.s.i. ® 28 days. Re -bar per ASTM A-615 Grade 40 Block Grade A, per ASTM C-90 Mortar 1 part cement, 1/4 part lime putty or hydrated lime. 3 1/2 parts sand per ASTM.0-270. Grout 1 part cement ) for.: 4" & 6" B1:3c k 3 parts sand ) 1 part cement ) 2 1/2 Parts sand ) for 8 & larges Block 2 parts pea gravel) Grout shall be of fluid consistency., Cement - Portland Cement per ASTM C-150 GENERAL NOTES ------------- 1 Solid ,grout all cells .in retaining portion and all cells containing steel. 2. All footings shall be poured on undisturbed natural ground or o undisturbed engineered compacted.fill. 3. Wall shall be laid true &,plumb. 4. Provisions shall be made for adjoining construction. 5.'.All splices shall be 48 bar diameters. 6. Retaining,walls shall be dampproofed in accordance with Sec. 1824 of the 1997 UBC. 7. Retaining walls shall be backfilled in accordance with Sec. 1829:1 of the.1997 UBC. SUBJECT-- RETAIN/A16-WALL PAGE 3. OF 7 PROJECT L D i P M. 28935 DATE STFM ol z s = 382. # M = 3B2 (4,6?33 ' Z hd iz � s• s� . ... bd Z <�� M _ 595 i /Z� = 1 2a 9955., �.� ate, C t �vaD) �ffd -/S (. 107,1)( 43) 382 = 67 /3 2cQOGg- T.�.� 2,- #¢� iIJ = 2 . Zo) _ .OBG �� D,X• .al> ¢,G7 r _SUBJECT _B- S� lZETA/NI�IG _ .PAGE ¢. OF ------ - PROJECT LOT- 4 PM. -2893 DATE -/5-99 779: .:.:. /''!E' _ :77.9. I 6,;6G7) /732'4 .--::. Iz _ ) 7zy...#4.C��G" .15 = Do139 �p = . O = . 9 2/7 �� = 9. U 36 2 J /73.2 9.25) _ /98. ps.L. 0_Z. (.4...250).. ..:r: . /73.2 (./i), _ /6,703 p, r. G. 0_X, 000) FIs✓ d , 15 (. 9247) (9) ti- = V _ . 7.7.9 V _ - 779 0026t LD a Q„ ,/38 6L//,• ( < /00) 0, /Z, ( 3 . /38 ) __._._._._.�...-SUBJECT __.__.8'.B" ,efMIN/n/G WALL:.__a......._,......-._�.._._..-.•___... PRGE _ 5 OF '17 PROJECT LOT ¢� . RM. 28335 DATE ------- Z44 C11— _ . PE 8.G7/3/5 . :. J # /''1� . = /3/5 - 8.� 1 J . -, . 3ga0 Ta 23 ,u = Xs = . Z3 - ooi¢7 np = .038 .J = . 999 0-5) M ( ?_ 3800 (.9•p7) = 2O¢p. ki- 3800 ( /2) _ /G� 5.7.9 R.S,ti. 0,)/- .h949 949.) (i3) : 6J�d /Z ('• 9/99) (/3) )00.)- �o J, Rt)^�i o eCFSINT 23 47 o. 2.D ............ SUBJECT r 8"--S RETi1•/lel/^J(� `1NRLL-------___...,_--_....---------PAGE_ OF J _ . .._... ..... .. .PROJECT - LOT S /O'N', 28935 _..:::DATE _ q:G71. (_.3S_` /G _ -M� oT _ -/G:3G-- _�_ i_....__. 2 _... _ -r 8" ,(3 1,0 C,14 `430, 0_ "33 742 .3 to cy- Z .'O .. x /40 z,b: x ------------- . _ �2ltfil._ ON.._. I- Z.��.. BLIl. _.:.._::.•.33_X �f •.G7 x..1.94_. , ._ ...../ S ¢.... .s O�_83 .. .. /..2 8 � ...._.....---...--- --: -4,7, X 1o0 ZZO1-17 .2 7:00 CQNG,: le;c,r.. /,O X::/•'33::x /SO._..-.:: 2Do $�33 /0&_7 ./4858 ,r-4,9 77i ON FTG t14,F . '4,"G-7. x.8.67 X/00 " •04 , G�0.9 A, /9, -.5273 = 2.!!0 jeoM Tom ( w/TH)N /'71DP1.r 7 H/i2D) X. 10 24. - /2.96) ( C83, 58 ... = 202 7 00 ::. /P2 = (G x.- ZL�� "Al2.110 .- 2.�G�z 12.% 120-00.) ./ g 3:58.) _ .. -7 74; F�cro,� or fAl �r/ FOR 0VU uz1v1NG = _ /. 9.545 = 3, 7 0, nor 5 Z 73 ( > /• 5) S1STA/NCC TO SL/P)A M4roR OF sh)=_xTYfox St/AlNC = 30.4-0 /. 8C, I co I�cEL �2TlNfDZCf -)i-W 7- 4,33 - 4,33 x /50 t -.:4-049. .... )l 23) =/0, /73'# M= (/7Gx4.33)('1-' 23 t �/5/2-17r, _ /650 4175 5825 # /0, /73 - 5b-2$ _ ¢348 �# a N . fIs .�G 611 ; - .¢• 348 = . 3/ - N h - 1,4.4- ( 9.75) U-te 4-6Z 8 (/ds-. 30°��) 7-1 N I ZZ) 77VM W 0 . W : !H11 :�; :. ,: � .;.; .,• ,. ., ,� 107 S'77*ivt ao 3QvZJ Hs{ivCa 01 do 1 fiJnooeg N ` lZZ '77d Yi `NO, NMoNS 99, '77dNS S 107 NO' 77/d S�/I/134°.a' d!dOl N0- 17..7.eM 11Og 57 .I 75eol NO S •107• � � � � .135 del ��S _ U. W Qdd. 0''95 __ _ L �� �zz 77VM pq a,•:: �w cn I ZZ) 77VM g,JE�,T 8_- 8 _ RfJA_.1L✓JNG_WALL ._._..IYLTtL_.._.S_ URtfIA,?G� _..-____... __PA��F_._. _ / ......OF 7 PROJECT----Lo.T_.5, . _ P DATE - - - /?E ✓. 9 -/5'9�) D.ESJG�/ GR1TE,?.�A Wig /D P.eESS • .. _ / S PS. f ,BAS Ep Oma/ 70 /"I.Rt1. EXPosveE C, �iSG. STRucTveES . ACriVr rAZIz V PWOSS. = 35 . Pc.F .E.FP• Foe LE✓EL BsIC_.+cFILL jIN. GRADE -- �'E" PA SSI ✓ P.�Ess . = 3 0o PGf. 4AI pu I°q> - Uiii=l ml_ -x- F,e/GT�Oi✓AL .c�Sl1TA../G� = 46- 0. 3.3 6- 0.33 W,41 ., / W,rq .. 2-104 PASS/VE SFS/STii.JG'C� 2" k �v wALCJ S PfZ Soil -5 XzFPO.ZT #,j @ /(o __._ . PER 501L.S REPO eT PREP/+• � !3Y 16414VA ORCq�4RD , . j,RACTS 26 524. � �e N� 2 D/A. WEEPPOLE5 _ �l f/N. GRADE 171 SPACE 45 SHOWN (TYP) a • � Ki v w 0 DAN/EL fE.2Gu oN RCG 25Zo3 �pfE3Slpq� �yFEgC,� ,y ' No.. p25203 7 EXPIRES 0 Dw 31. 2901 NOW - WOVfIV FIL.rfR FABRIC Z' 7'/ k QD N N 9 Ft GUSC3N ..-. NmINg=rIN� •6_.TA RCUCEL UNE U CU1NTA. CA 9<_53 f,60) 7._7S -19=o n L �--- <Lf LL :.� U) U) w i`_ Q ® ---.1 ��, •�Ja'1 ter_ G _ C., J •4 —1 UU�-eG� LL. c� g C3 C) C r Imo - 1_.J r;a u sJ 5 LIZ �e N� 2 D/A. WEEPPOLE5 _ �l f/N. GRADE 171 SPACE 45 SHOWN (TYP) a • � Ki v w 0 DAN/EL fE.2Gu oN RCG 25Zo3 �pfE3Slpq� �yFEgC,� ,y ' No.. p25203 7 EXPIRES 0 Dw 31. 2901 NOW - WOVfIV FIL.rfR FABRIC Z' 7'/ k QD N N 9 Ft GUSC3N ..-. NmINg=rIN� •6_.TA RCUCEL UNE U CU1NTA. CA 9<_53 f,60) 7._7S -19=o oil SUBJECT. _ ,8 B R FTAI N/NG WALL YSJ/ TN SURCN.9QGE... pAGE.._ . 2....OF 7 PROJECT.__. L o R. 28 935 DATE MATERIAL SPECIFICATIONS & GENERAL NOTES MATERIALS Concrete: f ' c 2500 p . s'. i . ® 28 days. Re -bar per ASTM A-615 Grade 40 Block - Grade A per ASTM C-90 Mortar 1 part cement, l/4 part lime putty cr hydrated lime. 3 1/2 parts sand per ASTM C-270. Grout 1. part cement ) 3 parts sand ) for 4" & 6" Block 1 part cement ) 2 1/2 parts sand ) for 8" & larger Block 2 parts pea gravel) Grout shall be of fluid consistency. Cement Portland Cement per ASTM C-150 GENERAL NOTES 1 solid grout all cells in retaining portion and all cells. containing steel. 2. All footings shall be poured on undisturbed natural ground or or undisturbed engineered compacted fill. 3. Wall shall be laid true &,plumb. 4. Provisions shall be made for adjoining construction.. 5. All splices shall be 48 bar diameters. 6. Retaining walls shall be dampproofed in accordance with Sec. 1824 of the 1997 UBC. 7. Retaining walls shall be backfilled in acccrdance with Sec. 1829:1 of the•1997 UBC. �5 SUBJECT 5 -8„ ETf1IN/nl( W/rLL W�TN SIJ.eCNAPGE_-__._PAGE'____ ----OF LOT".5,- PM. 08935 - DATE 5-19-99 -5 y .W4L L . 2 2 / .._..... .____.._..._.--___--- 7 rl u► " 5-8 PSj So 's'r /)rTLllr»N� v��� . LC�i11i . S(/2CNn/Zl %S Dom! 22D s7�o -_ 35.8./.. . = ..�• G'% ' �Jd vhF AT /°�/1Ll)LE,. TNJ'JL�/ _..Lf...TO. CAI CS. - - 4.73 4- i'7/IX, 8h/L»✓G �.��JS. = Z�/ = Z (4734) = 1894 P•S.f v�: a r. svlich(, oa "row-p✓G N'A[.. _ /594- = IN P� f ,1 tit . TaP or" foore/✓6- _ /7¢ x �ro��Z, . Jvzc�.� � @ 2.33 � /IBo✓E Fo0r1 �/!s : •/ 89 ¢ � � _ . 1C Zx 4,17 t l J 3 __.ADr ; or- `10rmae'- 3 t 7,5 ON SS x Z, 33 t (68-S8)(7,,53) _ 135 /-/2- H-7 # 2 /35 (Z. 3 3 t. f Z X 2. -3 = /55, -t-/9 = 17e, # Z Pry Po,� o��,zrv��vJ,vG = /47 t (ss tso)��\ = 1474- 27 = /74 Z / J /35 (Z,35+�� f- /ZC 7-33 3 tl� t Z7 = 292 t 3/ t !¢- 337 i n Lr _ REr 1AII ✓!s _._WALL .__)VJTH .5V,?CHA,?GF PAGE. .4 OF SiJgJECL`_8_L_8.�, % PROJECT Loi 5 PM. 28935 DATE -- STEM 4-6 7- 3s1 = 382. M� = 3"82 (4.67,.. = 595 -34. Z M z 595 ( 7.5s) z � S• 3 , .r .70 U = 3.82 = �7 p•r: c;.„� (” < /oo� TjrJP�z�Tu,2c /Z,EivFo,�GEJ•�,Er/T ooz�7- = oat (/Z� (" 8) �3 2EQ No,Zi 2o✓TAI.t.� - //3 0� . /92 = OGS .. 7 ¢%G7 oo26t = . ooZ (/z)(iZ) Ar ray 2- #4- ..2. o 7B o_/L• ( < /OD) /36 O �� 1.0 /38 -57 -,FM 49.G7z .351.. _ . _ 1315y 14 7,.#- /") t r.,aG,N ` (jA0M PG. 3 JL (13) 3976'( .9-'j07) = 2/3 < Z o� b� Z kj 3976 /2) = 17. 347,p.s, i.. 0.14 < zo�.au�l 6J�� JZ � • 9199 � 13) a.(, O_e. d �- 210 __.07 :.. 7- PROJECT LOT 5,, R, N-' ;289.35 -.DATE - = 9:G7'''.( --3_S) �G-3G-.#--��-oT- _ ..7G3G-("9•G7273 Eor\ /74. /1d�ac�I ifRon -PG.. 3� = 337 To.TAC :fog.::: 7 4.1 'Mor = SG/O _..__._ ...----,. .---.-2�sisT�r.�c.F ..T.a..�OVY/1ruzv/n(G._ ..._. _ ..----------._•_. 81 , ffL.OG/G 4067 9Z - ¢30 # _/.a7' 430 t# 1Z" 3LocK Z.0 x /40 Z50 ./.!_7 3Z8. /G. 81�Uc1c 2, b x 16¢ '3Z 9 1:33 4 3l0 _..- - --- - c�li1._ON_ /Z" ,BLK.... 33..X 4•G7.x L4.o.-. _ _/-5¢..... 1.:50 _.23.1 33 x 6-67 x /00 ?-ZZ .. / : 83 403 5-."33 x / X .150 -- 800 .2132 C91k)G,:_.K�y' !.O X. /..*33,:X /50:.: 200 �sl �T 0� FTG riF..EL 3,33 X 8.4 7 X I00 29) 57 3'. G7 /01 .501 3 3 . XJ .74-. _. _ 5..7.9 3 - G 7 5878 4�' 17, 032'1?' is = /''1 - Pl. r = /7,002- -5G !O -,D � wI TH1N r7iolpt.E _7141; AP) (4x5.3333 z) 3Z - /1.70) (20G•91) /990 PSt= 0a. ( < ?,000 x - ZL�( L ) = f C, 1,95 - 2 X 5.33 ( 5 33L) ( /1.70 - /0.64;) ( 2oG� 97) 215 PSF fAGT02 Oj SRfE?`/ �a� OV/'.+�TveNiNG = /"7z = /7 D82 = 3, o0, /�1or 510 ( > /. 5) 0 S &A. R�S1S'TANCC TO SL/SING , y 33 W .. =_..._.33 557.8. P/rSSiVE : Z.$z (300) = 938 i N Z 578 # /7„ f le,Mg OF SAAe Ty f0,e SG /D)NG Z 5 7 e, = /. 39 /G" /0/0 01)L. %�.cEL RT1NjOkCB1'�1 ANT S � M =( 3.33x/50 t ZeS7 t 579)( 3.33 1 = 6603'# 2 M = Z) 5-,e 3,33)( 3'23 t C�/37�`21S (~3.33 3.3-3 //9Z 4 2050 = 3Z4 '# . 3 ?_ / 6603-3Z42 = 3361 '# a a 1,44- ( 9.75)