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ASA-2010-04b OFFICE OF COMNIUNITY DEVELOPMENT CITY HALL 10300 TORRE AVE:NUE • CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408) 777-3308 • F,�X (408) 777-3333 • planningPa cupertino.orq October 11, 2010 Devcon Construction Attn: Brent Downing 690 Gibraltar Drive Milpitas, Ca. 95035 SUBJECT: DESIGN REVIEW COMMITTEE ACTION LETTER - Application ASA-2010-04 This letter confirms the decision of the Desi,m Review Committee, given at the meeting of October 7, 2010; approving an Architectura: and Site review approval for a new retaining wall and landscaping at an existing religi��us retreat (Legionaries of Christ), located at 22840 Mercedes Road, according to Resoluti�n No. 291. Please be aware that if this permit is not use � within two years, it shall expire on October 7, 2012. Also, please note that an appeal of this deci� ion can be made within 14 calendar days from the date of this decision. If this happens, y ou will be notified of a public hearing, which will be scheduled before the City Council. Sincerely, / Colin Jun Senior Planner City of Cupertino Enclosures: Resolution No. 291 CC: Legionaries of Christ, Brother Joseph Sayegh, 22&�0 Mercedes Rd, Cupertino CA. 95014 ASA-2010-04 CITY OF ��UPERTINO 10300 Tc�rre Avenue Cupertino, (�alifornia 95014 RESOLU'I'ION NO. 291 OF THE DESIGN REVIEW COMMITTEE OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL Ai1D SITE REVIEW FOR A NEW RETAINING WALL AND LANDSCAPING AT AN EXISTING RELIGIOUS RETREAT SECTION I: PROTECT DESCRIPTION Application No.: ASA-2010-04 Applicant: Brent Downing (Legionaries of Christ) Location: 22840 Mercedes Rd SECTION II: FINDINGS WHEREAS, the necessary public notices ha� e been given in accordance with the Procedural Ordinance of the City of Cupertino, and the �esign Review Committee has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burdE n of proof required to support said application; and has satisfied the following requirements: 1. The proposal, at the proposed locatior., will not be detrimental or injurious to property or improvements in the vicinity, anc� will not be detrimental to the public health, safety, general welfare, or conveniencf�; 2. The proposal has incorporated meast_res that reduce its visual impact on the hillside environment; NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the design revie�v application is hereby approved subject to the conditions which are enumerated in this Res��lution beginning on page 2 thereof; and That the sub conclusions upon which the findings and conditions specified in this resolution are based and contained in the public heari ng record concerning Application ASA-2010-04 set forth in the Minutes of the Design Reviev� Committee meeting of October 7, 2010, and are incorporated by reference as though fully set forth herein. Resolution No. 291 ASA-2010-04 October 7, 2010 Page 2 SECTION III: CONDITIONS ADMINISTE L�ED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on submitted plan set � itled, "Our Lady of Santa Clara, 22840 Mercedes Road, Cupertino, CA" consisting of 11 p��ges, dated September 9, 2010, except as may be amended by conditions in this resolution. 2. RETAINING WALL, PHASE IA The retaining wall shall be textured to create a naturalistic stone appearance. The top of the retaining wall shall be planted with native plants to screen the retaining wall to the satisfaction of the Director of Community Development at the building permit stage. 3. RETA INING WALL, PHASE IB AND PHASE II The retaining walls for Phases IB and II �re not approved. The applicant shall submit a separate Architectural and Site Approval application for the proposed walls in Phases IB and II at such time when the final retaining wall designs and landscaping plan are completed, taking into account the vi;�ual impact of these walls from neighboring residential properties. The application shall include a status report on the Phase IA landscaping. 4. NOTICE OF FEES, DEDICATIONS, RESF;RVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a descriptic�n of the dedications, reservations, and other exactions. You are hereby further notifiE d that the 90-day approval period in which you may protest these fees, dedications, r� �servations, and other exactions, pursuant to Government Code Section 66020(a), has t�egun. If you fail to file a protest within this 90- day period complying with all of the re��uirements of Section 66020, you will be legally barred from later challenging such exactic�ns. PASSED AND ADOPTED this 7� day of O�:tober 2010, at a Regular Meeting of the Design Review Committee of the City of Cupertin �, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chairpersc n Lee, Miller NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: _J s f Garv Chao s Winnie Lee Gary Chao Winnie Lee, Chairperson City Planner Design Review Committee i . . . . . � , _ _ ftRGHIT�GT OF RECARD DE1/GOhI GON5TRUG1lON 6C b�ItALT/�I! 7RJVE �,�, u � � �,� „�� .� �,�a�m, �,�, �� .�� . GFNER,4L GONTRftiGTOR DE1/GOhI C.Ox57RUGTION 6b 6BRALT/Vt DRNE l�tl.PRA9, GA �R095 N10PR'�(�OD) 44�-D]PO FN4 f�08) Mb7T9 GONfAGT� .1�J-16 F`tlODBURI' BiAILs �ODBURT�DEVGONGON3TI.OM OVVNEiZ ' OUR LADY OF SANTft GL.frRA 77bb tA� ROhD 4J�HCTINO. U 45014 cartr�cr� aw�a wassiac r�� a�ck.��s�u STRUGTUiZP.L SURE ENGINEERS, ING. 410 6�NGROPT AVBLJE LMI L.F./N'IDRO� U 945T'1 . GONTAC.T: �i�Rl. GF�IIJi DM�LLSJJ[LeM�lR�JRELOM GIVIL KIER d YVRIGHT �so soorr s�vv. �n�ao-uz a s�arr� c+-wa,� u �os~ PHONE (406)'IZ'Y6865 FNC (�O� �Z'1i641 GONTAGT: 6NCRY SGHMtTT GENER�L NOTES I �BSREYI�TIONS � � , `. �_ _.r . ._ -` �J� t.ui rRanu�ers ,we w,�s srw.� sa n+sr,uirs a �eous �eous rr,x a+r n+�eiae �ccoRD.wc� wrt� emusrn,r sra+v�xvs ,v� M�.rcnRais ,tiw �a.LSrnele .Lw .ywrrtac � 1<<GOM�IOmAT67N3 /FF ABO�E FOiLSH RIA'7R LW LWNATE MJlM. N_UMHUM UV LAVATORY 2 DO NQi SGV_E DRNYN65. M6CITTHi DMIB�SIONS Aim hLT ALTBW.�TE LT LC�FIT ElNAT10NS 5NN1 AllW'YS TAI� PRFt.�BrG! A'9L SG,LE FRGN hRGHR MAX . 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RM ROO�i OGCJJR BETY1Hi THE ORN`RI6S AIm AGTUhL P�D GONDR10N5. � DIM DM@1510N REF R�QiH� NGi�Y TTiE ARGMITFLT AT ONGE DN DdY� RF11D RE[iMFD � DIX D6Pa1:aER .axW 58F ADIi9�D P{A5HM6 l. StTE �G1IY IS 5lHSTMfT1ALLY M GA�TLUJIGE WR}I UI.R. (F� F�.aTM6 590 51R'PL� BY OYMHt mte a4 �e�e+rs. To � v� w Fe..v. ��. a a�.��na+ scr+ scrrmu� APrLIUaLe RlJ+S� vETH.s a sr6cFIC.tiT10N5 MUSr BC r� ' P[iUL 5rT sH�T APPRC�ED PRIOR TO FWL l6PFGT10N. DR E%THiIOR SNMR 5ii01'8L rF FMl5N fIA7R SM 51MBM Q C.ONFORM TO THE R�.OMM@IDhT10N5 Of THE SOILS R�OR7 FW6M FK.L � 6 51.h6 ON GR,ADe PR�ARm BY : MURRAY DJ6l1�[5 NG. PD PLOOR DRAM SPEf. 5PK�9Lr.T10N Fe r� aambu�et 5a 5auvee 4 CONNEGTIOIQS TO E�7416 W9L.G V�M'RS SFWl � DOIdE WrtN PIO FI6URE R OUT SID STAFIDARD APPRO✓AL IJID R/ /�GC�OI�ANGE IYTVi Tfg UTNiY GO. PL FL0.'Xt STL 5T� �"� R.UOR FLUORBGB�tT STOR 570Rh6B � FOG FAGE OP GONGRE7E 59 STA►Yf 6 5Tffi. 10. GONTRAGTORa � L PRD'fYLT ALL DOSTN6 � FO� FK.E OR 57UD SHtVIGE SMK R7PROJB-iBRS NOT SG�OLID FOR RB�fOJhL DUWN6 FP FK.t OF PLY SANITMY f.+B`@L wr+s�wacnort n+er � re�,�ac ,v+r v�+,�e ro r�v Re � rces�snve sH �+e� eons�w,ena+,►r r+cez• � rs F,�ce oF sn� susr s��ra�r� . • RRLR PUfiWN6 THD TO BE DETBLM��D 11. GO NOT C�OM�FLT OR SJSrHiD ANY rtEH FRCM S1141GTURE 6A bAWB TB TOr 1 EO�TOM NOTNOVT PWOR APPROVAL FROM Tlg 5TItl1GTl�CN. 6B G7P9UM BO/iRD T� TH�HONE ENGN�LrARTTTION GONI�ELTION 1 ANGNORJHFs TO FIRE � N6 6L 6LA� T�.(P TBiPORARy � 5 NOf NILNED. � 6sM 6ALVANiL°v SMET MTL M M�G.V. 61T BD 6'(P3UM BOr�RD UON UW2�a5 O�HERWSE NOTtV 12 Y`10RK MhY BE 089€lCV� BY TNE ARGHRL•LT Nm THE OY'ONJ�2'S Hf M06HT U�10 UNLBS NOiED O'MBiWSE RSRRE'�a9JThTN2s FOR GONFORIdftt WRX THE GON:'IWJGTOW HM MOLLaY1 METN. VIF VetFY M FlB.D �IQ1T5 MID SC.OrE OF 1"t�RK YYORK COJ9tED OR MR HOUR VGT VNri f.OMP05R10N TLE GONGEAL� H�ORE 8�13 OB�Nm SHALL BE OPGWED AND HG Hh1�KJ.PP� � Yl WIpE UNGOJOCm UPOH R[GU6T. THE COW'TRILTOR 6 RgPON5BLP NDYO HAKDYICbD W/ WRM (AC N071P7'M6'1HE ARGWitLT Nm T}� OIW�C OF ALL NDYI HARDY'V�Rt Ml:. MLV-!. GO�HLNG . R5L7JIR� OB5�L1/AT ^U15 M ADVN�IGC NO AIJ.OWWL �lW1 PLSUL 015ULhT10N YW78i GLO�T 5UH51i10�1LY BC MADE H TIE [ONTRAGTORS BBiNF FOR ANf' rib Y�GRS 611�55 NE6LFLT M AGM@iW6 TO Tfi6 RFli16t8�7T. 19. F.OR METAL STIm MHiIOR r/RTRR7H Ml4LL 51�, 6NJ6E Nm x�.�� t�. b�rsur+ ao,vx� roic wa+� �n� rwus ro eE sro• . rHirx w+a. • iS. 6YP9lAa BOARD FOR PPtE RE�ISTNE Y1W13 TO BE T'PE % 5/8• � nacx w+v. 76. ALL PRiE REXaTNE PARTRIONa SHAIl BE GOPLSTRUG7ID N ,� ,�5� ,�'�"s�.� SYMSOLS rxra�QSev. n. � u� s✓e� n�rac Mosn� �sr�wr b�rrsur� eo,vxv �r ,ul ' . MV.LLa M TOILET ROOMS �Vm SNd�C ARFAS AND f.T MLL IWLLS 9CGTON Glf �18� . SGF¢DVL� TO REGBVE GB�AMK. T1LR'9. � PfiERIOR $.EVATON 6ROUP NU�IB6i SGt DVL 7Q hLL DUGT N�ID GONDUi PB�TRr.TL7N5 T}�MH PARTTT10FK OR/w0i6 5M�'f MUM6Hi ° 1 BE FRE S�.L.� OR K.OV371G15FldFD. . � 14 ALL 51ihFT B1GL05UR6 GONT�WA16 NR NOf IH GUf75 SHALL HE A SFJ�LID NRTiCaF(T. SPEGFIG 9_W,h710H ]O. TAPE. BID Ah� FWSM ALL DRYY'4tiLL GORNHL4 AND JOIHT3 �' B ' � POR FM15F1. . . DRAMYNG SHEET NUMBBC 21. NFJ6fiT.OF WRNRNiE PMTTT10H5 N OPHi OFFIGE MCFJ4 5HhL1_ fl . NOT E%G� 51'. EMBtIOR EL°VAT10N M1MB6C ]2 LJ6HT SY/ITGiMOr10N 5$I�IC A55:NBL�S SNAIl BE PROJmID M.MPROPRV.IE 6NY Bp�C TO Ii�T TRLE �4. � �� 9. ALL REG�TAGLE9 t PF/ONE/DATA.NGK4 SHALL BE ST.WDN2D �GETAIL WMB9C � PI�T� M MAWIFIGTJRER'S STNiD/� 1RM COLOR, TO BE APPROJm BY ARGHREGT, MOUIlTm V@CTY.ALLT LLYd WRH ei.�rxicu �c�r�ct �,. uxo. , vrurowe sH�r wn �4. F7Qi 516NIf>E TO BC GR�1 LID. M YM1TE THPRMOPLAg71G OFFIGE� MOtl3N6. Tl TO MATGX SH615TN�mNiD. ' 16 ROOPA NF�FtE � Raaa wn.�� 7REE TO BE REMO�"r� ON PHASE II (TOT?.L = 1) /1. QUERGUS AGRIFOLJ,ti -� Efl =� 3� \ TR� TO BE REMOVED ON PHASE I A CfOTAL _ _..�..��., . ie�cd �a � �� 4. C,�IJH2GU5 ?�GRIFOLIA - 5. SAGRI�O � ,.�" � � . �� OF�?�� FORMR�S� � ORIS� REPOf2T DL4GRAM� � �� GGIiR�PARKING lAT 5RE PLAN OF F�51lNG TR�S � PR0.1�GT SUMM,�RY D�SGRIPTION OF WORK: n+e �rea.�er ea�sists aF eat+srwenor+ oF a srtE re�rr.wme r�hu.s. NO�LR 50a STABIL¢AT7011- THE ARF� A9DJE N.L NDV ALL NSTALLA710N Y'm.L BE MSThLL� HPiN Jl1E NET�16 AND FTYDR05�m PLWT416 TO PREVBIT ANY f+OM1. nacravn r.ixwa SITE MFORMATION A55E50RSPNCG'°1N0. '�4]-72-109 SRE ARE1r 7D1 47240 5F/465D N•RE tieorraru�� ewPaxvia.rs eueuuria+s PHASE I A 89�b6 5F PNASE B 2.031.0� 5F TOiN. 1.DbD.4i 5F P�RGEL M�P 5H / � ' • _ L � _ ✓., � :�.. � � �\\ � �� - � .:.._s . OUR LADY OF SANTA CLARA 22640 MERCEDES ROAD C[JPERTAiO, CA 95014 �� CONSTRUCTION �' INCORPORATED �� eeo cror�rt� a;ra �� MIIpMas� Calltomla 95035 (408�42�200 Uc �399163 ��4�-�0� o �-�� . � . �, - . �.-' • � . . �• . _. - � �.�.. �� r7 - �r� . .�� . IND�X O� DRA�Y�LINGS PUBLIG 1NORK5 NOTES - 1. /wPROJAL OF 7wr5E Pt,MiS Di0°' � NOT R2LEA5E TiE aY�t AhIDroR � GODE GOMPLIANGE� � f�RGH ITEG'NRr4l.: cor„wcroR oF n� �rro�ss�mr wic n+e corrx�no�+s oF Misrn�s. �s. orc o�+�5 coNr� �. iF vuwna T►+e cour« or • .vi rvoieK �oiu+m urwei -rr��s corrrx�r srwl. Be o+ roa covee sr+� coHSTw�cnow w�rs. n�.ie n+rac�r �cuv� � rro�r . o�roR w v�NCnm� fROr+ nrt crtr of curac7t�+o �ra�rr�rrow ora n�e AGC.ORDANGE W/ T'HE R011.01"m�6 C.ODFr AI� RE61M710W5 /S MPROJGIEM PI.W.4. TNE GRY B16l�'Ht 5HN1 HAVE T}� NJi}IORl1'Y TO �rrreavr� s,v�+e+eEO Br nie ertr of eu�esro+o STRUGTURAL: R�3AZ SUGH MODIFKATION OR D�ARTUlCE N� TO SrG�'f TME MNd79! RI G+V.ff•ORNN BULDIN6 GOJL'� �OG7 PSR10N 1WICN Tig ShHE B TO 9E GOMF'LET�. AT TME' E E�O�GE OF THC OMO�! GV.FORNIA IdKJ1ANIGL GOD= �00'I mR10N SH] Y'l1LL 1 PLN1 AI� �WATON AND/OR GONiRAGTOR CAIJFORNI4 �6'.TRGAL. LODS 7001 IDR1'�N 5M9 Y'W_L 2 rLhN ,41D EICJATION 2 GONrK.T rUBIJr WOICKS, (40D) TR�J704. FOR NSPEf.T10N OF 6RADRY, � ' GFLlFORlIN PWMBM6 GOC2� ' 1D07 �TON SH4 DEf.� hND NOTEa STOIa� DRAMAGE'�ND H9LK. MPRO�@�(T5. GALJr`pUW PIItE GODfi 7007 PDR10N ' �. ALL PUBLK RTROV0�IT5 MU5T BE GOh7PLETID PRIOR TO OGGUPANGY. T 5 T/E MrM10N TMAT Th'±� ABOJE GOD2:a 1 RECa1MT10NS R� TO THE LATE57 �(T10N OR R�ON M PORf.E ON TME � 4. GONTRAGTOR IS RP5PON5�3S FOR DUrT GOH7R01. �ND W5NLA76 7HE ARFJ� . a�re or nige vwre��s. GNIL: i,v�cacr ro rrxxK s t�r M � c�w c,a�riori. G1 D NOT� AFm DE7/.�S 5. GOltTRIGTOR SHALL RNIB'7 GT' DETA9. b-4 ON TR..� PROTELTL'7N PR10R TO � G2D 501L NAIL RETAMM6 P1JW t PROFRt �AGGOMPLF�NMb ANY Y'IORK OR R@IOJIN6 N1Y TR�4. C.�D � �AlDl9t PIIF �!lf+FsMb REfANM6 Ylhl1 RAH� PROFLLE. 1 SEGTIOMS b. VT6J� 86T F4Ml4GFJd@df PRAGT4°3 (BMP'6) IS RF .�11RED BY 7}IE STATE � G4D GOIi5TW1GT10N H�ST MN�KaPJ�4BiT PIW.TIL°5 YV.THt RE�OURL° CONTRO{. 80ARD, FOR NtY ACMR'Y. M@IIGX G6'NR85 T}iC � G5D TOP06RAPFi1G SURVEY MOILTMI �� " � • GEA TOPOGRAPliG 5URVEY feOVTHJ 'I. A 1"t�RK SGN�ULE OF 6RI1DM6 hHD 9��IOH �� HCdT GONTROI_ PLAN - SMhLL BE PROJmm TO TME GTf Ci6N�R BY AWUST 1S. NO HLL15mE , .. 61NON6 SFiNJ_ BG PERFORhI� BElY'�i OGTOB@� 7 TO APRIL 14. . e. wu �v �ctxr�.� secvice ePa�ai � Nroiae c�ai.�7 s�+�vi ee IMOHt6RA1ND. ' 4 TO MITIATE RBF.ASE OF BOImS. LOFCfK.T THE RIBLIG Y'GRICS MSPrS.TOR FOR FMAL R�EGT70lL oe+En�l�a: carrn�c� swu� Flan vvaFV ui.roo coNCmaNS �rm wMV+aa+s vuw�+s n� � 10. ALL Dd^NSPOVT� TO � R°1.EJ�fi� TO 1ME 6ROtRID 5URFAG� DRELTFJ7 i#OM 7ME oMWU�OS YUST eE RFPOniIDiOTiE MOAfECT. N`lhY PROM TiE DURDPI6 FOUNDAT10N5 Mm ORL�LTF.D TO LN�.aCMm AREJ'8. OETME IWIGTED ON TE CRAW Wf.S AXE I�PEEFMAiNE I V0IYMGL 1LLL AtT�tl419A1 � ND � SXALL CANFDRM 70 BESi PR�CIICE AND tIMLL E71ff WNIMCIORB . . IIEYONSmLflY �l I G I N I lY M�P nas on�wuw Ewsoars ro�+. omcvu, uw�womrta. rura �um sr�c�ews xn�a � rnern�rMr ro oevcon � o+� µo wwo+� �o. �hn. . . EVIX.VED I1pD OE�ELOPm FOR U9E 70L8Y N COHNECiqN WRFI TE SPEOFIm P116�f.T. NO m�si aF �u+r rtrcuns nffnEro u nrremm on � sr oe�vrc �nc. �w • � oa�r uron n� wnmE++nounuron oF oEVCOw �r�nar.�,r� on�wixc w wr 7DlE MS0.0Sm TD OT!l�RR& REPROGUCm OR COPIE9 p1 WHOI.E OR ql PARf. pi U6ED N 11Q � F�BRIGTON ql WNSTRUCTIOH OF BIJM1.QINil.61HI1C1lU1Ed. F9UOA110NS.ORANY PONilON7 � . . 71�. FDrt otl�R TN�N 7�E SIEGFlm PR6IFLT � O DEVCDN CONSTRUCTION, MG � r. A��64�e � �RAi I �4 4 � �� . � �( �� i' tW�pc Wk '� °J mau V -,� ��he� -t� , t ira .� � ��(� �� I �� .. �. .. ; �'� i - 1 ! f � i I f'Fm n ..� ' `� Un"dneae _ g '' I l ��M1Cf�'...�'"�StNe_n ��`Jv Cf `t' 342 22 � '�� ''.� � �_`'_ �a.e . 1 �- �,�. e � :�' BR@[i � � � ��-� 4.�� 4 � . �, ��4rd� ve�erru�,�. ,.. _ `' . � � .. �M �.� �i O - : � -. L evwn � � ��-� 0.^S3l�u� - -�4wwi�N•��•� T .� ' � i+t, ' ��- * D�IG/ � / Pr . r-- f . � �'=1� �-- e.. 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DATE ' DESCRIPTION 1 - ,�+' � � / ' r � 1. � . � � � • . - ai . .� . � �' �--•- . - � �, � O'I-74-to PL^N GHELK RF�PON.SE � Q/J , .^�. � . . � .. , � �' - ' 1� tl r - � . � t ' .,, . - ; -�` �- �! f'" f � - o-i��o �.w u+esac regrorrse-�uaiie r�+cs �, � � �-��..y,--,,;-�.S-yf�� F,_� VL� MY�'�._.S.w�. � . �i . i',_ '� - ! � I y� . � ' �1 - +� � = , � �, i �; • I �: � � � •� � a } � 9 �-a-w n�+ cHeuc �Pa+se-ruauc rnwcs Y ° D- ��a _ t �.`.,�.. � ; j / `' ' a a ,. _ ,: 1�� . ,,`._ ;`� ,} � L93 � , `\ � � _. . .. � ��e�e.- j F--_'_- }� " . � � , � Y �� j �_ 1��----5lMnw � \\ - ,. � � - I . � ,� �a �� E � _ . r ', � � .� �..�� . _�. � : -- �" �._ � '.j r � � � `J � 1 � �_ ' � �'C,�• Q = :' �� _ � r--�"� , '� `` � � .-� �"" 1 � J ._--� r-� }-✓ - � .� ? .. `': . ' . � , - i' .1�,. .. ci �. � . J � �" _ i ;: � ' :_; ' .:.� � � ; � � � _ � �; . � ..,� i i ` .°� GPVER SHEET � \�1`y�_ `\ . � " � ._.''r`�Wrq_ . . .; - � �� . , . .r +' - --�' ' l. c ' . �� t � i , , _ � "�3'''� ,ffi � A L� �%$J � '• . \ j. \, j� _ �� '`t' ' � „� �y_ c�' .. '�< , � . '�.anr.t-�._~� -- . �5i, f � .. . + `, �� ' C �rwrC+un .��_ .._� ,� '. � �.`"-`. �. .� ��/�� :. _� � � � ' . . . . : .•►-. ' � �....,.,.. �.�, �, ' � ,�� . , a.� _ � �_ � JOB NO. 1D-125 / rc' . . �.,,i - �.,�. 11 '� � _ , .� -. - , �. _ h ! \. 1 •� �' 1' .. � ° a ' • ►� �-.'s-,,.�� .'. '-�r- -. , .� �� _` DATE: . w:.�iswi � . - - .i� � 1:. `-� �` - .� . '�-'1 .�tM�I+�aQ� r � ..� r �'� �',. „ a.--... ; ,� ��. r . : ; ,. DRAVYN: SG/EB '" . .,%- _ . ��t -> r �y.�+��.-- ��wa.t `I F- .. . .. -' " _. _ . � . . . . '�-t`..: ._ . s�+. _.,..�� F _ I�'+� CHECKED: BD ISSUE CfTY SUBM(TTAL Attachment 5 SHEET NO. A0.0 OF SHEETS ( � � I I I I I I � v , 4 � <6 ' A 47A 46A �� 6 ��. �� y �6• ' � ` O� - ��; �� :�L �1�� f � � s��.i' + y �'. �i�.....: . ..... ::: f,Y..e� Saw�.u.u.c.ar.. ' "'.'" ' � .. � . O . .. _ . - _ ... -. _ � �^� * .. . ...., . � �', ' - .^,; � . . ...._. �: �s' .. -. �.,. :.... '.✓ .»�..::,_.,,._ . . . � �. 670 A�I drowings and wriHen maferiol op,peoring, herein constituie orfginal and 42 41 4D 39 38 37 36 —�_ P � S � , 'y 5 y �}� �h�6� � � � 6 S nu�r aAtx 4 �� \� ��. � 3 0 . � 31 1 S �} S� \ � ��1 � I.F,HLNAIIJtt \ � / ....0 S � o � n ��1� �.�` �ti 550 �55`� f . ' ••.\ ` ` 6 22 `� ;. R `'� 6 R z� �� P 2 0 (h) 20'-0' DRIVEWAY !y �:`. �� 5 / � $6p •... -- _.: �:�-\ AC PAVE4ENT �-� '8 �� , _ i � _ _ S S�� ` � ( � . ."�Ie., _ � S 1 �' \ ��,� � \ � ��g,1 ISSl1E DATE REVISIOW COMMENTS MAY 18, 2D10 DATE ' PMIISE IA �� , P�N CHECK WALL 1 scoPE o� woac SCALE: 7/B a 1'-0° RESPONSE UM.ESSOiT1ERWIDENOTE � � �� 2""��'o CLARIFICATION p�,pN AND ELEVATION Si,➢HD RANCHEGK OUR LADY OF Sr4.NTA CLARA RETREAT CENTER 22640 MERCEDES ROAD CUPERTINO, CA I � I I I i I `Y�DOD DEIX� \ 13 '-0' WALKWA e'x�e" � ..�. �. i . � 1� � i � � \ �f � �ti Z � S�RE ENGINEERS, INC. 6�D lANGROFT AVENUE SAM L6AMDRO�CA OST7 uw..�wr s SU E SHO R IN G•UND E RPIN N I N G•REI N FO RCEP E%CAVAT ON�EN G I N E ERS t: . , . ,._. r� � ��j�!�- ��p�n � Q�t' �,; F �- ;`„N `.e d" s T a.�. ...�<.�.. ..,.m...� �� IO � �' (D �o : F'i.J ._ - .. - - . �. vings and writfen materiol o saring here n constlfuts original and �hed work, of SURE ENGINEEF�S INC. (SUREj and, , __.,_ _ �' S2 53 54 55 FOLD ' LINE S H 3 $C.�F: �� ° ��-0 PHASE IB ow►w�: ccc APPROVED: CC( � Ino un 1nn9 11� O SCALE: 7" a 8• 1 "��5 '.o� WALL 2 PLAN AND ELEVATION OUR LADY OF SANTA CLARA RETREAT CENTER 22840 MERCEDES ROAD CUPERTINO� CA 72 610' 600' 59d � 580' S�JIC�ENGINEERS, INC. wo a�wcrtor�r �vo�ua swr trwwoico, u asrs uw....w.�..s....... SHORING•UNDERPINNING•REINFORCEDE%CAVATIO SGINEERS � i i I I � � I i SURE TREA 2X�..- . AT DCPOSED ENO OF UGCINC �� A TIEBACK BLOCKOUT PERMANEf TIEBACK Ri • SEE DETAII END TOP OF TS e BEYDN� FACE DF CHANNEL SCALE VfTFI NATiVE BOL REVISED FF10 � I 8 CK F N F C iEl. �� 1r WI�E DRNN ROCK CDNSLSTS OF 1R TO 9Y• C1F�W CRU9MED RDG1C YVMP VYfiH TC MRiAF17�ON REVISED Y-a10 T56%E7f 1 /4'X7 2 WfTH 3/16' FlLLET ALL AROUND AT 71EBACK i4• �� „�� ' CONCRETE WALL A • S AT 12' BOTN WAYS 3' 5AT12' AT 12' BEE DETAIL t FOR GMM PMIa AND WF8 HOLE BOTH LAYERS REYtSm F470 _ . ♦ /4AT 1 12X3%3/8' 8AR BOTH FUNQES LOGTID AT.BOTTOY OF CHANNEL PERMANENT z TIEBACK BEAM `� � NOT TO SGLE CAUTION II�11�AR ID.I� � k a ao�e m1ma � oma m.� �us ior a,c : r�u �o lomi su� aar sHOwN mYH wrc w v�¢ � m��¢asm�aawnn nucm�sc�rsmuuaawm /Fx �17K Y YQ a W WL ROUGM R65URE TREA BOAROS S' FOR � UPPEA 12' BOARDS 4" FDR 4 IDWER 12' BOAROS � SEAL CllT ENDS WrtH WOOD PRRERVATIVE -0OUBLE CHAN ELS ]IlX7' 60WitE bTEa B�1it LOGITED -AT EACH @ID � UGOMG BOu�RD . REVISED 9-0.10 3A . � PROVIDE BACK '^ AS REf � _ v STINC GRADE EXISTINC 1 z z � � ' 1S CORRUGII7ED HDPE DR61 N OR � ��CANTILEVER WALL � NOT t0 SCAIF �� ANGIG� PIAE FA 7@O( IQ YFAIPIL f�IOM ` GIIOUf c ws � ! '�M� uciin P�loi Q t \ �" "^ ^"�� •^ mry I N�1 M N RUU�, sQ� a I ' �`TM�� °� AL.LOWABLE ALLOWABLE � �� TM � NC I SIZE DESIGN LOAD TEST LDAD I Z � G � � 1' 68 KIPS 102 KIPS �� (�NA� NOLE CENIRNRER$ � •70-0 . IN BOND �o ow �+cm 4 PERMANMENT TIEBAC NOT TO SCALE PHASE IB Ad pnnun - BO pct �.. R • '°'"' - e H PHASE 1A umlo - 12H ca�m.,�.. wou SCOPE OF WORK A�iM Pn�sun - 45 pef � Sefsmte - 12H , Aaliw Pnswn - 66 pd r� R�dral� - BH . Sd.m1e - 12H Pasdv� Pnssun - 350 pef with SJhop� Foefor of ' Crnp - s5 pef Can111wv B�am ActM Preaaun -&S pet PHASE 1 B S�bmie - 12H Pasdw prossun - 3S0 pef wBh Shap� Fodor of 1 Cn�p - 85 pet _ _ _ � � �__ � ^�a a , rti ,s+�r� �@A �J .� � / r O K " �. � .� � .� �-.�, , a. �o cmaa��=r�«. . _. . . . . . +-, .. .. . � _, u i .� �...�, IO -� 7 -10 �._ : � �.d t . r, ' . . , , , SH4 All drawings and wriHen matsrfal opp earing here'n constltufe original and urtoublished work of SIJRE ENGINEERS INC. (SLIRF� nnr� ISSUE DATE IIAAY 18, 2D11 ISSUE DATE PLAN CHECK STIRRUPS AT 72' �1 28'f VERTIGL LECS VERTIGAL WALL SECTION FOR RE7NFDRCIMG TOP OF ��WALL REINFORCING � � NOT TO SCAIE ' LEG � � LEG 2 GA W0.DEU WIER FABRIC /4' CLEAR 4"3 lFG CENiER VEKTICAL JOIHTS . DF SCULPNRED SECTION BEfWEEN TIEBACK ANCHORS � PERMANET 2'X26t' THICKENEG CUIPTURED WALL SECTION LOCATED ALONC TIEBACK ANCHORS SCULPTURED � Q WALL REINFORCING � v NOT TO SCALE PHASE 1A SCOPE OF WORK 1. Th� intorm pru�nf }he�� dmwlnps ondsfi ot }I�� alpn ot ntaininp wcll \ iyi}�Ti. 2. Th� Solis Enylrn�r sholl b� Aorm • tollowl ab rvallon aervi b� pald for by th� Orrn�r of 1h� proJ�d. H th� oeluol fi� itions va • anli ' t�d aondHlonc, odJusFmml� w(11 bs mad� at th� dlndfon ot fh� Sotls Enpinn�. R�vi�w �oil drv5a. • Rwi�v Indollaflon of �oldt�r bwma, logping, and 11�book�. R�vbw anr fimpe�ry dop� eut. 3. A TMinp Laborafory, appmwd by 1M Irrf�mational Contmne� ef BWldinp Offleiols, ahaU b� n#oined fo psAorm th� followinp fnit 10 b� pold for by th� OMna ot th� proJsd. Vl�ual Insp�eHon of all w�idlnp. RnLM eonrni• mi� d�sipna. Taiu eoneret� bsl eyllndan (3) from �oeh pine�msnt. Inzp�elion of �rolnlorelnp 6en. 4. All eons4rvcflon, materlol, and workmonship shall aomply with oll applieebl� nquinm�nts of CalHomla Conetruelion end Cm�rnl Indudry Sofeir Ord�rs, th� Deeupollonal SafaN ond H�alfh Aef, th� Consiruellen Saf�iv Aef and lahef .dlFlen e/ fh• fellewt�a eedeae talitornio tlul�Cinp Goa�� 2UW. Am�riean Institut� of Si�d Consfrud(on Speeitiealtons for th� Dasign. Fnbrleaflon ond Enellon of Strvefural S1N1 for Bulldinpi. Am�rlcun Wddfnp Sxldy; Struefu�l W�Iding Cod� AWS D1.1. Am�riean Conent� IndRub Speeltleations for Struefural Conenl� for Bulldinps ACI 301. ' Am�riean Socldy fo� Tssfinp and Alolsrioli. 5. Th� Gm�ral Cortlrvefo� sholl eoordlnaf� thn� drowtnps vlth dmwinq� ond tp�elflcotiom pnpar�d by oth�rs npardtnp 1h� mw ond �:talinp eons}ruelfon and eendNion�. TM G�n�ml ConfmcYor �heuld nrolr� any wnllieh on 1h� drowinga bsfon � prve��dinp wtih oenatruetlon. 16. Th� C�mnl Contrveter ehaU eoordinah 1he mou aseavetlon wilh fb� worlt fo pnv�nf lunsaT� ovar �xewatlon. Exeavation ahali b� eonduel�d In sueh o monn�r w 1e prwant ewinp ot nk� ond lass of ground. Eteavoflon ehatl b� dov In depa, balnp eoordlnat�d with th� 1�1o11ation ot th� bulkh�od ca outlln�d und�� 'Prve�dun� . Th� G�n�ml Confrador shall d�farmin� th� �soe} loeatlon of eIl �xirtlny WIIItia� b�ten eomm�neinp wMA drlllinp or drivinp op�rvtion�. Th� G�rnml Confroefor apn�s }o b� fully rosparulbM tor am and ap damap.s that mipM b� oeeosiomd �y N� tatlun 10 �xoetly loaof� and pruerw orq and all und�ryround utllfll�s. Th� Engln��r ahall b� wn�uNed if utfllly Iln�a or pipinp 1� �neou�and durinp drllMp opervtlon. Can shall 6� us�d In dril6np so thaf fh� followlnp Indiealions ei u}tlllies In M� path oT drilllnp an roeopniz�dt Abnormnl rasislvnc� ta drilliny. Fonipn moi�rinls pullsd fmm ih� hels. MA7ERIAlS i. 5}rve}ural s1ss1 sholl eoniorm M/STM ap�elileallon A572 Grvd� 50. 2 Si�d ptP� shall eoniertn to ASTW �peelflaaflon A-53 Gred� 8. 3. St�d fub� shall canform to ASIII �paetfleailon A-53 Gmd� 9. 4. All wddlnq sholl b� don� by th�.�hleld�d ore proew usinp approvsd �I�drodea par AWS sp�elflavfion E70XX (Lovr Hydmg�n fleekodn� 5. Relnforslnp �tNl �hell eontortn 4o ASTM Sp�elfleaiton A615, Grod� 60, exo�p} that dirrup� vnd Has �4 or �mall�r enn b� Gmd� 40. Spllrn ahall b� a minimum o/ SD diamater�. 8. W�Id�d win fabrle �hall eonfortn to ASTM Spsdflealion A-195. Splicw shall b� a minimum ef 8 lneh�s. 7. Ti�baek enehon sha�l conform to 1ha foqowiny: a. Anchorop� aholl b� eapabb ot dwelopinp 95 p�rc�nt of 1h� yuamniud minimum ultima4� t�nell� stranp}h of th� anchor ban. b. B�ariny plafu �holl b� iabAeat�d fmm ASTIA A3B ef�al. n. Coupl�ra �hall b� eapabN of dw�lopinp 125 p�reanf of th� ultimab dnnpth o1 fh� anchor bars. d. Certwion pro}�etion sys4sm: Doubl� cortealon prot�clion for anehor bon shall consisl of a eertvpot�d shaafhlny o( polrvLfyl ehlorid�, polyproprlena, or poly�thyl�n� install�d eanwntrleally ovrr th� full I�npth of tM� bar wlfh a minimum insid� diamder of 5/76-Ineh lory�r 11�en th� maximum hor dlamNsr, Ineludlnp ov�r th� rlbs or on wsmp� prou} eov�r of D.2 Ineh_ Th� onnular spnn b�}w�m fh� bor end fh� �h�athinp chal� b� iully prouf�d wHh Portland Cammf prout. �. Cortupai.d pelyvinyl ehlorid� �h�athlnp ehall b� mod� of a hurd mol�riol wlth a minlmum umpnsclv� stnnQfh of 15,OU0 pal and minimum t�vil� s#nnpfh of 7,OOD psl. f. Cortupaf�d pelypmpyl�m chsofhlnp �hall wnform to 1�sf duipna}lon pmd� II 26500D - bY A� 02146. y. Smoofh poly�ihylsn� sha0 eonlortn fo odl olossifleotion S33{413, per ASTH D335C. h. An addklonol tiphT fittinp ■mooth sh�athinp of polyvinyl ehlorida polypmpybn�, or pely�fhylm� �hoil b� Ins4alUd owr ih� eorrvpai�d theothing wffhin 1h� unbond�d bngth. I. C�nYraliz�rs �hoil b� ploe�d af 10-fool Inl�rvali In fh� bond�d I�npth sfarflnp af th� low�r md �o ihon no i�n tfian OS Ineh�t e1 prou) eov�r It oehlmd ainnp th� ban, Canfmlizara and spaean mar b� med� oi arry ma1�Aa4 axo�p} wood, not ddd�rlous fo th� st�d or plastie sh�athinp. ). i7�bock prout 1v b� used tor th� bond�d Ienyth ahall conslsf oi a pumpabl� mlxtun of Typ� I Porlland Cam�rrt, sand, wai�r, ond admlz}uns. Gm�nt prout �hall b� mod� with Wal�r/C�m�nt Ratio of o.4 to 0.15 by w�tyhT. CAamieal addMiv�s whieh can oonfrol hl�rd or ntard ad may b� ussd. Expan�iv� addMiw� rrill nof b� allor�d. Additivo, If ussd, zhall b� mlz�d In eeeordancv with fb� monufactunrs neomm�ndafions. Th� pmut sholl b� rnpabb of naehinp o eub� sfnnqlh (AASHTO T 106) of 3,000 pd In 7 days. Groul around anehor, b�iwaen th� d�11n�d fallun plan� ond th� foe� of waU (boekfill or unbondsd I�npth) shall b� daigmd io Impeu a rou}-fo-onehor ber odhoion noi proat�r fhen 40� psf, 8. Mehorvpe dsvlom and rod eoupl�rs }or tf�baeka shall hev� aultabb phyaieal pmpe Aist to Tully d�rsloP th� minimum puornnt.�d uHimaf� dnnplh of tA� ti�boek rnds or stmnds. 9. All fhnod�d md� shall oonform fo ASTM Spscfftevlion A-307. 70. Coner�f� for shafent� walls,,�hall af4ain a minlmum eempnuiv� sfr�npth of 3,000 paf in 28 dap and sholl eontotn o minimum ot 6 soeka oi e�mmt p�r euble yard. 11. Grouf anehon sl�ell aNqin a minimum eompnnlv� alnnp/h of 2,000 psi In 28 daya. 72 Conenh tor th� boMom portion (Tw) of �oeh �oldbr b�am �haft sholl aHoln a minimum eompraaaiw s4nngthm of 2,500 psi, ' 13. Lsan oononh� shoil eonlain 1-t/2 soelu ot wmm} or ily oih P� eubte yard. 14. Wood lappinp shall b� rouph Douplos FV rot�d for allowabl� bmdlny �Trm of 8D0 psi, prvdad In occerdane� wlfh Grodlnp Rule� tor W�sl�rn Lumb�r and prsssun fnatsd fo� pround eenloel. 15. Wdd�d afuds sf�all b� TRW H4L H�ad�d ConenH Anahors. 16. N� shuetuml memb�n ehown mayb� cubsNWt�d wlth �quol or pnat�� sina. U��d sf�d and lopqinp mar b� su6sNtuf�d for mv mat�Aala H thay eonfortn fo nqulnm�n4a of n�w met�rtals. DETAILS AND NOTES SEE DETAR tA FOR � TOP Of WALL REINFORCIN6 INIiIAL 4� NSTRUCTION JOINT u�x /4� CHAIAFER TYPIGL ' CONCRETE WALL CONSTitUCfIDN JOIHT AT YID DEP� SEE CML DRAWINGS �� SURFACE ROUCHEN FOR SWALE � �-S/�'XS' HEADW SRJDS SPACm B' B07}i WAYS � 2-fe AT 6' HORRONTAL � � P AND BOTTOY (MITIAL NYER OF TIE ROD EXTEND VEI[TICAL BEAR 6' ADORIONAL /4X5' A11a VERTICALLY� INTO LAWER WALL SECTION BOTTOM OF S ROW ANCHDRE ADDITIONAL /4X10' A7 12' VFRTICAL BOTTOM DF 4 ROW ANCHOR MIRADRAIN 2DOD-12 NADE AT 6 VERTICALLY .S� CLEAR REVISm 4F10 4X4XWZi7fW2.G WELDED MARE FABRIC BOTH FACES WITH MINIMUN 6' L►P DNMETER WE� MOLE / " � AT FJ1CH ORAIN 6TRIP f REYISE00.&70 SEE DETAIL 1B FOR SCULPTURED WALL REINFORCINC EXTEND 6' BELOW �INISN CRADE � � PERMANENT � TIEBACK WALL NOT TO SCALE PROCEDURE OR TIEBACK SOLDI BEAMS 1. Th� Contrv or ahall h�nby mad� fully aw of fh� poni tr ot a of �and, pmwl, and Iy aond� m o on lop� orin poalbl� prnbl�m� eaus�d by n aloug drtllinp. . or �xeavoffny. 2 S�efft on 10 b� moehin� drtllad. W� eodny o� slurry fo pr�nn} rlouphlnp os nqulnd. Codnp �holl b� nmw�d aa eonerst� piaelnp proproses Plan soldl�r b�oms ond eoncr.t� on 1h� cam� dey 1ha1 1h� ha�� It dr111�d. Ripid 1nml� pip� sholl b� und fo dspo�R mnoral� under wafar. If �xfnm�l� hard roek h�neounlmd tor roidia boam fo� drlltlng. 1h� drill d�pth mor b� ad)uzled oa dehrmin�d b� Th� Enpine�r. 3. Ffll �bafta wlth 2,5D0 psi eonerd� 10 eziatlny grad�. 1. StaA plaelnp loppinp b�tw��n �oldbr b�ama. Boekflll b�hind Iogpiny pa psotsehnteol nper}, 5. Drlll Nabaek holm fo 1h� d�pth nqulnd ustnp a em�d F�oH drillinp m�fhods a) Th� Coniraelor shol{ d�slpn }h� fbbaeb p�rntratlon Impth bas�d o� th� sfla pso4sehnlcal npoA and oeNal fl�ld eondRtom. . � �. � . . ... . . . . .. . . . ... . . . .. . . �� ...' ��....��.�. ..... �. ..�.� .�� . .�. .�_.... �. ..�.��...�... �. ..��..� ...�. ��.. .� m��l Msi leads ond all oos+s invofwd. .� e • on i� o ti�baok� ean b� fnena o d�o • d� n� I dse • �c o )Th p f ��d r nosdby5 p sHit a mdn easry by Th� Con7aefor, wIM prlor opproval br tti� Enpin��r, In ord�r fo m�d eondifiona fn fh� fldd d) Insloll anchor rod or etranda. FlII fh� 1i.boek hol� 6�yond 1h� pol.nHal odiw w�dp� wl}h prou} eonsis}� ot 4.5 qallona of wotar wlth 94 Ib Typ� tl PorTland C�mmf.. Th� proul shcll b� pump�d 1�4o ploa frnm fl+� baelc ot th� hel� foword th� }ront. �) FlII bolanc� ot th� hol� tiphtlr wlth prouf and boektlll Isnpth of }I�boek h eh�eth�d wt4h PVC � 6. Afla fh� e�m�nt prout hos aehimd o aYnnpfh of 2.000 psl, Tl�� liebaeks sholl b� stnsssd In th� fol�owinp monner. a) Insloll anehorag�. Th� Conhnefor �hall Inatali wedy� woshers ot nqufrod 4o eom�1 ony mleollynm�nf ot ti�boela wlih 1h� onple nal. Praot t�af th�s� onehors pa Pod Tmsloninp Insllfuf� neommmd�d pme�dun. b) Mehors shall b� sFnssad skolpM and fru�. IQnkinp or sharp eunatun in anehora und�r tmsion aholl b� cou:� for nj�dlon. Th� rod or sfrvnds �hal1 �how no �xeosM mov�mml (maxlmum 0.04� duriny th� 1 ond 10 minul�s )oad festlnp Mm�, and th� fsstinp jook shait b� eapohb oi holdlnp a fui leod fcr 10 ml�uta� wlfh no �Re��siw blssdinp ofi of pnsaun. R�due� fh� load 10 fh� d�slpn lood and loek oN ih� onehorop� dwieu. c) Sew eu1 of mda aha0 b� Ilmibd 1v 1 Inoh irvm th� �dy� ef th� loe� nuf. d) In 1h� want of a tl�bock's failun ia oeblm th� 1�ef lood, th� uHlmaM lood will b� ncerd�d, Thia parHeular fl�boel� rlil th�n b� assipn�d a valu� o} 50% and leek.d at th� 50% load. An addHlonal fl�boek sholl b� instail�d. Th� n�w �1Lboek b To b� loeaf�d 2}��} balow }h� failed N�back. This additional fi�beck shu0 atluln th� balone� of fh� nquired lood plw 50% ful lood 7. Ths pmof loodlny ond sinssinp o1 tlsbooks ehal� b� dom wMh �qulpmmt Tha} ehall b� eapabl� o} saf�ly oehi�vinp ond Aoidinp Ih� nqulnd leeds. Th� )ook Pump, and yauy�a u■�d Tor rtnwinp �hall b� enitbml�d and eaAiflad by a lutlnp Icboroiory rithin six monihi. PROCEDURE FOR.TIEBACK WALL 1. Clwr slop�d s�otlon p�r p�o{�chnirnl nport. 2. Inslall Habooks loev4�d on slop�. 3. Drlll 1Lboek holu to fM d�pth nqulnd: a) Th� Conlmeior shnll provld� ti�boek I�npth and diam�iar nse�ssary to dwdop load eopoeNy ie wHafy f�sflnq oee�ptane� erH�ria for ih� d�Ayn lood nqulnd. 6) TM Contraefor wlli b� Mld napo�albl� Tor ndAll or nploeemmt oT fiebaek� thaf faq 4o msst I�sl loads and oll rnsts Inwlv�d. • e) Th� anyl� ai anel�on eon b� lnenowd o� d�cnosad br S d�ynn If If 1� dum�d nse�zaary by th� ContAeier, rrHh prlor appmvol by fh� Enpin�er, In ord�r 10 m��f eonditlons In th� fldd. d) Ins4all lfebook rod. Ffll ths 1Lboek boN wHh 2,000 psi esmml prout. Th� e�mmt groul ■hall b� pump�d into ploe� from ih� baek of th� hol� iorrord th� irvM sueb fhal th� hol� b illlsd fo prwen} olr void� rith conrn4a/pmut. Gmuf wttl 1h� hoi� Is oompl�f�ly fllbd wlth eoncnf�/pmuf ond ciwn eonent�/prnut h�sm to run imm 1h� fop of th� hol�. �) Wh�n eavinp oeours, H shall b� th� Centraelor s responalbii'ify fo ehooss dAlilny mefhod� tl+o1 wIU mointnin op�n dAll hola and do not promoh mtnlny ond Iooaeniny of 1h� soll of the p�rim�f�r of fh� drt0 hol� or fraefun w11s wHh r�ak eTrfltlflee}lon plan�a br th� us� 01 hiph rolumas ond prRSUr�a. 4. AHsr tb� tbboek rods an Insfall�d fh� �xpos�d aaewatsd �urfoo� shall b� oov�rsd wkh e nTntorud ahoferrf� lay�r. 5. Hovr�wr, if th� �zeavnl�d surloa showa o lsndenq fo rv�nL Th� rdnfore�d shotontY foelnp shall b� oppll�d b�fon fh� 1lsbeeks an indali�d. Bloek-ou4i shall b� pmvlded for th� sub��qu�� drilllnp of� ti�booka. 8. AfYer }M� e�menf pmut ha� oehiaved a dnnq}h of 500 psl, th� ftebocks ahell b� skeu�d br 4pMsn wch nut holi turn pacf muy 11ph4. a) Indall onehorope. The Conhodor shall insfoll w�dp� wcahsn aa nqulr�d to eomd ony miealipmm�nt of tiaboelu wNh th� anyl� wo1. Pmof fo} 10 psrcmt o1 th� tbboeks by dnnln� 10 750% ef d�nipn load p�r Posf T�ndonlnp InstffuM neommandsd pr000dun. b) An�hon :holl b� efn»�d drofphf ond tru�. Kinkfnp or �harp wrvatun in anehan undsr t�nslon sholl M eaus� for nJ�etien. Th� md sholl ahm�v ne �xeesslv� mw�ms� (mazimum 0.04�) durfnp rn. fond 10 minuh� lood fisflnp Hmq ond fh� tasHnp )oek �haU b� eapebl� et heldinp a f�sl �ood for 70 minuMs rlfh no �+ce�nM bl�adinp oft af pre»un. R�due� th� lead to th� dasipn lood end loek oH ih� cnchomy� dsv(eaa e) Saw euf of rod� �hall b� Ilmii�d ie 1 ineh from fb� �dp� of th� leek nut. � In fh� went o/ a ilsboek fallun fo achim th� ful lood, 1M1� uHlmo4� lood w�ll b� noordsd. ThI� paAieular anehor wlll 1h�n b� ossiqn�d o ralu� of 50X and loek■d ct ib� 50% load. An addltlonal onehor �hall b� IneFell�d. Th� n�w anehor h to b� loeehd 2 1��t balor 1f�� fall�d onohor. ThL eddlHond anchor �hatl aHaln }h� bolane� of th� nquind lood plus 50X 1�d load. 7. Th� prool Ieodinp ond str�sslnp of anehon ehall b� don� wNl� �quipmant tF�ol �hotl b� oapobl� ef safdy oehl�vinp and holding 1h� raqulr�d loods. Th� )eek, pump, and gauga� uud fer ■tnuinp aholl b� eaiibrvt�d and eertifi�d br a fesHnp laborotery wtlf+in sls montho � 8. S1aA �zeavaflny In Itfh not to �zee�d 5'-0' o� as nquir�d by th� � Gaotsehnlon� Engine�r, buF no ynal�r thon fh• nqulnd vertieal spoeinp of H�boeks. 9. Fueovah dewn te fh� bvd of 1he anel�ora, wlth �:eavallon noY mor� lhan 3 f��Y b�tow th� Iw�l ot tM tf�baela, 10. Rsp�at d�ps 3 To 7. 11. Conliw� �zeava}Inp fo 1h� pnaeribsd dsplh. OUR LADY OF SANTA CLARA. RETREAT CENTER 22840 MERCEDES ROAD CUPERTINO, CA �GRE EI�IGINEERS� ING. aso wie�coFr wveMUe SAN LEAMORO� GA 15T7 uw.:...r - ° � SH DRINC•UNDERP INNING•REINf ORC ED• E%CAVATIOlFEN GINRRS ' """" •� M.a1M M RVU� �' °� ALLOWABLE ALLOWABLE aow+uc�ho srfEtniinc 512E DESIGN LOA� TEST LOAD �� 1' 6B KIPS 1 D2 KIPS 0 t CEN1RALREAS � 070-0 . BOND . �+o ur �n+cn� � PERMANMENT TIEBACK `, NDT TD SCALE \\ 40 ya1Q � \ a � , ° e s � KEY MAP SCALE: i' = 6D' � , � , , e w . ;: �� _ rn _ �.�..,� .��_� � � �.�.,.. . � . . � � � .. - : . . . .,,-;� . j p�- �- � D • o��: � . .. ��.�� FlIOYTfEGMWNGB YU6TlENlORTED 70TEMCJiIFtr . . GE7MENOIGtlDONTTiEORAWINO5MER6PRFgNIA7NENCIYPKYiL/yyATTICMABA7 CONSTRUCTION "�°"°"" �� INCORPORATED „a. on�w�rxi 000�a �e. oesw�c.u��.erte. wwc�ra �un�nn�n , v�r+aiw�ruirroee�icawcar�srnueron�u.�urorwr.Hr�e�a.c�w� �� . . EVOWFDNAGEVBDPmr0111REaqHYNCQWlCIqNYNM7IElP�Fl�P11oECLNO . � 1 MMiFHl 6 N1YR16MT87NB1E1DiMTBID�p1lFSTmMD81V8tY19lEOF.MD � ox�rurwnE�v�acQVra+eorst�ucnodne.n�on�wwaxrar 890GIbrellarDrNe ro eensetw� To vme�ec �wucm at �wr�Nrwaaat N rMr, on aEn N nu FNIUCA7IONORL9NiTRICi1CNOFt16b90e.�}qJ�7�11�F0UNN17LM4alANYPORTION! M�PXu, Callfomla 85035 7Ne7o�►.satona7Hiw7f�v�nio,eli �� (40B)94Y-62D0 Lk.R199183 . ' . � O DEVCON CAN6TRUC710t{ MG . . • us�..x,�a �\vRaEnsU000eo\rn+c�av4\G+�owc Pw+\a.o co�rtew s�rm�an oo. zmo 1:4t PY . 4p � . . . f$9�5 . . �� ,�g . ��' / t \ . � . . � � •. • b S _ � , • . � � ° � _ 1 ''p I SEE SIiEET C3.0 • . � �� r�r�� \\ a , a a /.. A 1 �- 6� _ ` oe�aod � ` • .J . , � �/ . .. \ � -_�� KIER & WRIGHT CNIL ENGINEERS & SURVEYORS, INC. 3350 Smtt BoulewrQ Butldlnp 22 (401q 727 6665 Sa� Clara, Callfomia 95054 fax (10W 72� SW 1 6 ��Z ' . � � =t � ' 6�IIDIN6 PlAli NOTES � VICINITII MAP - - - � � � NoT To 5G� ' ��• . � � 1. '7!ff CE07ECh�. . �tSPECTS OF THE CONSIRUCiIOfk INCLUDING SRE CAADIN6,�SPREAD FOOTING . ' . ,,,,,,, � Alm DRILLm PIER E%GVATIOMS, SOR NAII W!D TIEBACK MSIALLATION AND TESi1NG. . • . � ;. � . • . ' YISTAl1AiIDN OF RETAt1UN6 WALL BACKDRAMS IJiD BACKFlLL, PREPAIU110N OF SUBCRADE ANU � � � . . f • . +' � SFIECT GRANULAR FlLL BENEAiH�ASPHAIT, AND SURFACE DNAMAGE INSfALLAT1011 SHWID BE F � • #C PAVMC � PERFORIIFD IN ACC�RDANCE WfTH THE RECON4ENDATIONS OF iHE GEOTECHMGL REPOIR � E 9 ' . ,. ' Q - PREPAItm HY MURRAY ENGINEERS. INC� OATED FEBRUART 26, 2010. PAOJELT NO 987-1R1. ' � . ~�� r MURRl1Y ENGINEERS, ING SHOULD BE PROVIDED AT IFAST 4! HDURS ADV�MCE N071FIGTIDN (650-S26-W+W) OF ANY F.ANIHWORK OPEIGTIONS, MCLUUINC PIER DRIILNG, SOR N4L AND . � G�UTifB A) . BASE ROLK .� 11EBACK CR�WH�. PULL TESTING OF SOIL NA6S AND TIWACIQ SPREAD FOOTING DlGVAl10N. � • SfTE; . � AND NEfMiIN6 14ALL ORAINAGE INSfAW710N, AND SHOULD BE PRESENf TO OBSERVE A!m lEST, , � • �� • AS lffCE55ART. THFSE PNASES OF 7HE PItOJECT.� ' . ��.� .`C � .. • � DYP T BE D INFC USING Y D1557-U mIT10N. � � • , �� WEEPHOIB TO BE PLACm ON ALL CURBS �AND CURB t 1 11H TTPES� IAGTIUNS, SRES AND/OR CEPtHS OF DUSTINC UNDERCROUND UTILRIES RS SHOWN ' d f ' � � � . ON 1HE 14PROVEYEHT PIAHS WERE DHiARlm FROW SOURCES OF VARTNlC RELIABILtIY. THE t � . GUREp WHEAE UNDSCAPMG AOPES TOWARO CUR& �*w � . . CONTRACTOR�6 WUTIONED THAT ONLY ACTUAL.FXGYAiION WILL REYEAL THE iYPES, EXTEM, w • a N.TS C7.9 � ' . ' � � • ' S�S. LOCATIONS �AND OEPiHS OF SUCH UNDERpi0UN0 UTItlfiES. (A REISONABLE EFFORi HAS � . . . � ( BEd YADE TD LOCAiE AND DEIINEATE ALL KNOWII UNDERGROIIND U11LlTIES.) HOWEVER, iHE � ' r d •- . KEYED CONCRETE CURB � 1 EI�INEER GN ASSUME NO R6PONSIBIUTI' �OR 111E COYPLEfENf55 ON ACCURACT OF THE .� . DF1bIFATION OF SUCH UNDERCROUND UTILliIES.WHICH YAY BE ENCOUMERED, BUT MMICN ARE � ' � NOf SHOWN ON 1HE3E DRAYANGS. ' � � NOT TO SCALE ' /. SHOULD dSCREPANGES EXIST BElWEEN iHE ACNAL ELEVATIONS AND IOCATI0N5 Of EXISTING BENCNMABK .�� , . � pQSTINC GROIIND� UTItlIT CONt1ELIlONS� AND THOSE AS SHOWN ON THESE PLANS, 1}IE CONTRAtTOR SHALL NO11FY � KIEA t WRIGHT CML ENCINEERS ANO SURVETORS, INC„ AT (108) 727-6665 BffORE ADJUSiING 7BM; NAII IN PAVEMENT LOCATED IN ACCE55 DRIVEWAY TO 22B4o� AIERCEDES ROAD. n!'* r y ' umm oE��. • . ELEVATION: 500.00' jASSUTAED) �� • • � �� ro �/ �m{ p{, 5. SfDRY CRAIN PIPES �61CNAiED AS 'SD FROY 1' TO 24' IN UUYEfER SHALL BE SDR-35 P.Y.C. ' • . . . ;. � CRADE (NANCOR SUqE-�p�( W( P�PE OR APPRDVED EAl1AL), LtI55 HDPE�SYOQfH IHfER10R PIPE PEA . • . � � 'B' 1HICK A574 0.T272 (HANCOR SURE-LOK Wi PIPE OR APPROVFD EOUAL) Dfl�DUCTILE IRON PIPE (O.1.P.), . . ' U-DRCN ► SpEqF7m pry PUNS NO I/AIERIAL SUBSfiTU110N SHALL BE ALLOWEC FOR DUCTILE IPON PIPL ' ANT PIFES LARGpI THAN 21� IN OIAMETER SHALL BE LUSS A1 RFJNFORCED LONCREIE PIPE . . ' . ' ' �� (R.C.PJ. HGPE AND P.V.0 PIPE SHALL ONLT BE USEfl WHEN iHE NANUFAGTURER � ': I- I I +4 R� RECOMAIENDAl10N REQUIREAIENTS ARE NEf. PIPE YAOE OF AN1' 07HER MATERUL MAY BE USm • ' SDILNAIL WALL 0 2!' D.C. ONLY AFTFR APPROVAL OF 1HE ENGUlEER. (SEE PLANS 81' SU � (YIN 3' CW�EIt) , ENGIN6R5 INC.� ''.. I � I i� 6. ALL UfILIIY STRUCNR6 INCLUDINQ BUT NOT 1J4IfED TO WWHOLFS, CAiCH BASINS, WATER C ITY OF CBPERTINO NOTES . .`,. i��,� I i 1T' COYPACTED NATNE , YALVES, FBtE HTDRANTS, T�.EPHONE AND EIFCTRIC VAULTS AND PULL BO%FS THAT LIE WITHIN � EP � ARFAS EFFEGTED BY WORK 6N 1H6 PROJECT SHALL BE ADJUSIED TO GRAUE BY iHE'CONiIiACfOR � �ppROVIIL OF THESE PUNS DUES NOT RELEASE 1HE OWNfR AND/OR CONTRALTOR OF THE Od 1HE RESPECTNE UTILR'f C04PANY. THE CONTRACTOR 15 RESPONSIBLE TO AFfECf RESPONSIBIIlTY FOR.THE CORREC110NS.OF MISTAK6, EARORS, DR OMISSI�NS CONTIUNED THEREIN. � CDORDINAlION. :� . IF DURING 1HE COURSE OF LONSTRUCiION I4PRWFJAENTS PUBUC MfER6T REOUIRES A �� 7. ALL AREAS TO BE GRADm AT. 1x YINIWW FOR DRAINACE DICEPf FLONC FlDWUNE UF CURB AND �ODff1GTDN OF/OR A DEPANTURE� FAOY THE CffY OF CUPFATINO SPEf]FlCATIONS ON TH6E ORAINAGE SYSTDI BEHIND GUfIER OR VAUII' GUTiER, AS SHDN!N. �WPpO�MENT PlANS, 1HE CITT ENCINEER SHALL NAVE 1HE AUIHORRY 70 REOUIRE SUCH - WALL BT OiHERS •• NODIFlCATIDN DR DEPARNRE AND TO SPEGfY THE YANNER M WHICN THE SANE 6 TO BE y . . ' • . !. CAMRACfOR SHAl1 GRADE EVENLY BFTVREN SPOT ELEYAlIDNS SHOWN. �- •• COMPLETEO, AT THE SOIE,E%PENSE OF 1HE OWNER ANU/OR COMRACIDR. , � � VARIES L CDNfACT PUBUC WDRKS, 406 777-5101, FOR INSPECTIOH OF GRADINC, S10RM DRlJNAGE, AN� � ERF PIPE BY OTHERS 9. PROPOSm SPOT CRA06 (ELFYATIDNS) 5li0N'N HERE011 ARE FlNISHm PAVVOAAENT GRAUES, NOT ryJBLIC IHPROVEIIENTS. . � I DISCHARGE PEIIF PIPE THROUG}I TOP OF CURB CAADES, UNLE55 NOTEU OhIERWISE. EN " '• WALL AT PAVEMEM CAAOE W/ � • • • 3. ALL PUBLIC IMPROVENENTS NUST BE LOYPLEIED PRIOR TO OCCUPANf.7. . I . 11GNT LINE 10. FSIIIIATED FAR�HWORK OWHRilES: EARIHWOBK SH�VlN (6'ANYJ, Oa OTHERWISE N.TS � SUPP�m 81' KIFY t WRIGM, ARE APPRO%IMAh DNLY� ANO SHD%'N FOR THE PURPOSES OF �, �p�1TRACTOR 5 RESPONSIBLE fDA DUST CONTROL AND INSURING 1HE IJtEA ADJACENT TO iHE WORK GUTTER DETAIL . z ��UTING GRAO�NG PERHR FfES. KIEA t WRIGM ASSU116 NO UABIUTT FOR THE AGCURACY �S LEFf M A LLUUI CONDRIDN. ,• , I a n+es� ouunm�. 11. WHEN A GRADIN6 PERYR K ISSUm ON TFUS PROJECI 1NE AGENLY APPROVAL APPI16 ONLT TD S' ��ACTOR SHALL REVIEW LRY DEfAII 6-{ ON TREE PROlECT1�N PRIDR TO ACCOMPUSHING ANY . GRADMG. THE LONTRACTOR IS.RESPON519LE FOfl SECURINC ALL 07HER NEC65ART PERAIIiT TO �RK OR REYOVING AHY TREES. . , ' ACCOIAPIlSH PROPOSED SITE WORK. Tf IS S7R�NGLY RECONYQICED THAT TNE CONTRACiDR OHGIN g UTWZE g(Sf YANAGEMENT PRACi10E5 (BYPS), AS�REOUIRm 9f 1HE SfATE WATER RESOURCES i BE � � � ' � ALL NECE4ARY UNDERCROUNU PERYITS BEFORE•ROUCN•GRADING THE SITE, AS REVIStOHS TO CONTROL BOARD, FOR ANT ACTIVfIY WH�CH DISTURBS THE SOIL ' . � UNDERGROUND FACILJTI6 NANDA7FD BT PW1 CHECKINC AGENqES YAT SUBSTANMLLY ffFECT • • . � � � GAAD�NG INLWDING FlNBHED FLDOR ELEYATIONS. T. A WORK SCHmULE OF CRAOINC AND EROSION t SEDI4ENT CONTROL.PUN SHALL BE PRDVIUED T� j ' • ' . 12 ALL WORK SHALL BE PERFORYED IN ACCORDANCE WITH APPUGIBLE O.iIIA RECUlATIONi. TME C(tt ENCINEER BY AUGUST 15. NO MLLSIDE GRADIN6 SHALL BE PEAFORIdED BEtWEEN I . OCTOBER 1 TO APRIL 15. • , 13. LONSTitUCT10N COHTRACtOR ACREES TNAT IN ACCORDAXLE 1kRH G�7tFALLT �CCEPTEU e. ALL NEB ELECIRICAL SERVICE (POWER, PHONE, ANO/OA CABL� SHALL BE UNOERGROUNUEO. � CONSTRUCIION PR�CTiCq CONSTRUCTIDN CONTRACTOR WILL BE REOUIRED TO ASSUYE SOIE ANU I ' COYPLETE RESPON9BIUIT FDR JOB SRE CONDITIONS DURRIG 1HE CDURSE OF CONSTRUCfION Of g, Tp INIi14TE RELfASE OF BDNOS, CONTACT THE PUBUC WDRKS INSPEROR FOR FlNAL �NSP£CTION. , THE PROhCT, MCLUD�NC SAFEIY OF ALL PEPSONS AND PROPERTT; 1HAT 7HI5 REOUIREYENT . SHALL BE WIDE TO �PPLY COHTINUOUSLT AND NOT BE UYrtFD TO NORYAL MroRKINC HDURS, AND 1D. llLl. DOMRISPOUTS TO 8E RELEASED TO 1HE CROUND SURFACE DIRELTED AWAY FROY BUIIDING ' � • COl6TRUCIION CON�RACfOR FURiHER AGRE6 TO DEFEND, INDEMNIFT AND HOLD DESIGN FOUNUAl10NS AND OIRELTED TO lAN�SGPED AREAS. , PROFESSIONAL HARIILE� FRON AM' AND ALL UABIIlIY, REAL UR ALLEGm, IN CONNECTION WfTH ' . , ' THF PFRFORIUNCE DF WORK ON iH15 PROJECT, EXCEPTNG LU�91LfTY ARISING FROY iHE SOLE � � NEGUCENCE OF DRIGN PROFESSIONAL I • •' I . I ABBREVIATIONS LEGEND S REETINDIX � AC ASPHALTIC CONCRETE . ' DESCRIP110N PROPOSED IXISiING C1.0 NOTES k DETAIL$ ANG. ANCIE • -_ CLO SOIL NAIL RETAINING WALL PLAN k PROFlLE . APN ASS[SOR'S PAACEL r+UMeER P�EIm UNE . � C3.0 SOLDIER PILE 8 LAGGING RETAINING WALL PLAN, PROFILE, R SECTIONS A0.IACENT PROPERIY UNE C4.0 . CONSTRUCTION BEST MANAGEMENT PRACTICES - Bn &►ac oF wux � • C5.0 TOPOGRAPHIC SURVEY NORTH CB CATCH Basul CEItrEttuNE � . - C6.0 TOPOGRAPHIC SURVEY �SOUTH; CDTG • CLEiW OUT TO CRADE � _ _ _ _ _ _ _ I UI DROP INLEf ' . EP EDGE OF PAVEYENT BURDING LINE , L� �♦�� a EXIniNC . FOUND MONUMENT AS NOTED • � Fl FLOW LINE BENCHYARK • �` fNC FENCE I flt (ACE OF WALL EIECfROLIER � C` GB GHADE BRUK � � FlRE HTURANT . R . c� CROIIND �H�� O EARTHWORK QUAM'ITIES W GAS VALVE � � . . Hf HEICFR � WS YE1ER � . 'O , CUT: SDO cr . • I.P. � IRON PIPE UiIl1TY POLE �r ' pLL 120 CY I ItlY INVERf ELEVATION � 3e0 CY t� t1P OF CUTfER ' VALYE Y IXvorti: . YIN 41NINU1/ � GTCH BILSIN O ^ a �b�� i OR DFFIf:UI RECORO • CtE1q DUT � •' o ' SEE Gnn�nic vuw rrOTE Na �0 � P.U.E. PUBLIC UTILlTY EASENENT � � � PT. roIM . WATER METIt � ' � i PV PAVEYENT FlRE OEPANTAIENT CONNEGTION , i q . � � � , . RCE REGiSTERED CML ENGINEER 8 � �, p�R .... , I RET. RETENnoN � . - � RIY RIY ELEVAIIWI . SIGN T . SS.E SAMTARY SEWER EASEMENT TREE � ' . �ttw.6 s� sm�u DauH sPOr �v�noN oo.00 +r,e.c SWL SWAIF . , DEGR CALLOUT �DETAIL , . tt TOP OF CURB � y}{�7 ' ' TOP TOP OF SL�PE CONTDUR - . ' 7W TOP OF WALL , INDEX CONTOUR ��15�� ts- � �� . . W, ,�,,,, �� FEHCE -•�-'-- . 3 ON�6�CL II AB �� --- � . . . ' ti.i. •,'�' -- �--------� CANCREtE . REfNNING, WALL . � . • ' � � mCE OF PAVENENT - . . . . . STORII DRAIN . iRFE OR STUYP TO . � ' • . � . BE REYOVED , � � pFE551 OU� 1�DY O� S,�NT� GL.�i� � R�MODEL 22840 M�5 ROAD, GUP92TIN0, GA DATE DESCRIPTION JULT 1�, 2010 REV. 1 PLAN CK RESPONSE AUC. 19, 2010 REV. 2 PLAN CK RESPONSE SEPf. 9, 7A10 REV. 3 PIAN CK RESPONSE p0. 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DATE DESCRIPTION aoeaa�cnoasawi.cowvoRU�vsesrrn�cncEUrroowie�n�corrt�ucroies ,/: " ' ^r� . . �,^° ,,,��,� �� 1NCORPORATED CML ENGINEERS & SURVEYORS INC S�NT� GL�� Y,4 2010 REV. i PIAN CK RESPONSE ��,��.�� evav�µcoevn�rweueEaasrMCOraecnonwrtHnee�a�n�a�r,r�o �� 33505masoulevard,BUllding22 (40�7276665 �"�'�°F'v^�p°�nn�er°°Nr�°t°°Rar�crm�'o��r•,w�� Sannaara,Calltom1�95054 iax(40�7275641 p � AUG. 19, 201U REY. 2 PLAN CK RESPONSE ° �� ON �"� B '� ° � ONOF° � ONCOM �" ° '�" 0 "�"�-T�O��"°T eooGmrattarDMe I��MOD�L Q SEPT.9, 2D10 REY. 3 PLAN CK RESPONSE 70lEOIlCID]fD 7D QI16fl R6M07UCFD OII COFl� NMMOLE OR N PWlT.011 U� NTIE r�a �� AAilaitu,c,amomia0so7s � . n�os.raamenwwnE..aea,mr�osr ��oe�wz-azoo lJa f3881B3 �2b40 MFRGEDFS ROAD, GUPBZTMO, GA O DEYCON CONSTiiUCiION, MQ u�.wo.y�R ¢�rno.[cn��nsoso�owc�av��auaN� ruw�a.o ca�o.a.y sfsm�eo+ �4 soio �:za ar . / I'/ 1 . / I ; . � � , ; . � � Q a�ccssio, y : � ��.� s�, ' f � , � y � z � a¢�aeiw 7216J r, � . a1dCvMdarf1�.�1.7r�c'��Ca.M.a ,:�� it # i � 1' WU'LL/ '2VW f,1 ,�, � si CIV1� �.�� . �oxmw �w �Gf�ao-�m'-�, � � 1 � OF C1,1\ i ' �.c�ssuiw�rwtFavs7n�to �O M. BARRY SCFiMIIiT RCE 32163 � I O OATE 1 � �oe No. aososo SHEET NO. � i DATE : 07-07-70. ; SOIL H�IL �T1�INING Y�IA�LL DRAWN: RCT C Z.O ' �� \�� CHECKED: RCT • (PH,�SE 1,� � 2 [ Q �SSUE 2 OF 8 SHEETS ! � PRELIMINARY , - �*�o . . 3+00 . ' �+00 ' � � � � � � PROFILE . � � rvYV�rv��.-� HORIZ: 1�"=10' , • °� T T T�a�,� 5�� 50�� W� , VERT: 1=10 , . . _.,._, � ,- SEE SURE ENGINEER, INC. I( NLANS FOR Rtl. WALL UtSllitV II --- . , eu az . --- � . . . ��` ' . : -----�'�� ' . . � 620 fi20 62 � � ```��` . . EX. GRADE . � �� , , � . ' � � 61S � 615 61 � � .` ` � � � EX. CXADE ,—� � `� —�•� � � � • ... �� --- --- � �� . ��\ — s�on�� . . , � � � � 600 ' ow \ •' .l � i• � � . . � 95 593 �` � �\ � � � ' --- � 590 59G— . �� . ..,. �� n � �� ' �' .. �� . .._. SG�r-IJW3-..f Y� \�� O� � . . ., ,�.� � NkY }'cy' . . ' � � . � � • �� . ro � 7 � /O ' . �` , � � . � ' , • . . .� OEN@tAL NOiB: . . ��.�.�„�.,�,��.�,��,�,�.,�. �,��.E�,�,�,�,� °ET'`°a"°�e^*E°°"TMEO"^'""oc""E�er�TMErwoTm�x,uu**Kw�+rs CONSTRUCTION "� �� INCORPORATED nae av,wwo eu.ornes o�c ouara�wwE+�exa vuw r+m �esie�nwHC ww� u� rncv*evuerro cErea� ca�m�uwon ne. �rm r� r�oanr�. e��. EVOWlG AMD OMLPm fOR IAE iOISY M CONN6GTGNIMI1f l!¢Y!C!� PPOJBLT.Ib 7MMF6t OF. AMYIIqIfii Tl191EfOSMDAm OR ffFKTm K OBN6�Yl�. NA ocrprurwnewrorrvrrew�owoFOdeo�eors�r�ucnoxwc_naauxmrcisNOr 890GmroItuDMe � r m re wan� To orna�, aeMaou�a cor� Nwiaaai a wuci. di ugn wnE Mllpllas, GlNanta o50J5 FAitMJ1T10N OR W141RUCIMM OF YLWR �11lUGTU11Ci fWMAA710N4 pIANY PORTGN� neuo..rononen,wwnasrsmmrwm�r �� (ao6)w2-ezoo u�p�Dta7 � • O DEVCONC016TRUCTION, INC, • ' . uSER:..de.au� �\�toF.ciS\�o6o\oxc\cm�\cp�oiwc xw�nr3 e r.w�o.e.e ernTCVnrn ne �mn 1..V1 PY w KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Bouievud, Bulldlnp 22 ' (40� 727 6665 Sarrca Gara, Oilfornla 95054 fax (40� 7Z7 5641 0 . � �i P4��,�s�; ��'� U� �� , . . u. C � : . : �� i� r � T � _. I I � . I I � os I � ' .I � . . � . �` � � . �� -� — –�oo � �` . ��. .. � . �� —�ss � �� . . \ ` � .. . . ' . . . , 590 59D 59 ' �� `-�Ijp tH0 St00 SECTION B-B • � �PROFILE HtV: 1�=5 . ' H: 1'=10' Y: 1'=5' . �, PHASE 1B � . � OUi2 L�I7Y O� REVISIONS � NO. DA7E DESCRIPl10N S��T� �L�� . JULY 11, Z01D REV. 1 PLAN CK RESPDNSE. R�MODEL � 19 � 2010 REV. 2 PIAN CK RESPONSE Q SfPT, 9, 2010 REV. 3 PIAN CK' RESPONSE ' 2�840 ME�� ROAD, GUPH2T1N0, G4 . r � � � i � I � � . . � Q RpFESS/O N ' ��,o ' Q,0.Y' gG�'k,,, . . . � " a y i� �' -� W . �,� � :�� . _ � , � (.�.�.� . 'r ' CfYll ��< F f CA� ' u.1s��..1aNw p �F . N901V�rw�.Mi`h�dGf19a13l1 . � . 'V°`°r�.`I��s.7�aw�F`f¢s-7w-ta1 M. BARRY SCHMfTT RCE 32763 DATE �os No. �9�o SHEET N0. �� DATE: 07-07-10 . SOLDI�R PILE $ L4GGING RETAINING ORAWN: RCT C �■O Y�IALL PL�t O GTIONS CHECKED: RCT � . PH�SE 1B Q ISSUE p�UMINARY• 6 OF .6 SHEETS , Y .,. a . ; INV INVEIR ELEVAiION , '��` �\ �. `�� . mrt rxTM i�� LP. IRON PIPE - --�� \ � ��' � � LIP . 11P OF GUITER ��--- � � • ------- - •� \` __ � • O.R. OF'F�IAL RECDRDS . � -'� ��` ~ _� P.U.E. PUBLIC UIIIfTY E,LSEYENT 6 �Q- � � �--�_�__ �\ � . PV PAVENEM • - ' � \ RCE RECISTERE➢ CIVIL ENGINEER ��. � \.` �� —_�--�... ~��`-. �� \� . � RIY Rpl EIEVATION --'-----'----' - - •- �---�- \ - -� �. � \\ �`...`,�'`\�` �: . . S.SE. SANRARY SEWER. EASFLENT _�----- - � -----' �- �� `� _.____ '--'� � \�' `� �``"� �--------� `� �C� �'"•..\\.��., � SWL SWALE ' --'-'__` ---��.'�-�_.�` ��_`_.'��-._-- `\.,' . � - �•• \ SO.E. SfORY DRAIN EASEWENf -----_"'__�-_�— �..�.--•-----�--------_-- �- ��, ---... _ -^-•--._ •�.�. ��,� ....�... T&1 T�/PORARI' BENCHYARK _.�--' 620—•� l _ __� �.`_` ��.` '`_=� -- ,`_ -..`=\ \_`. \ ..�`' � � TL ' TOP OF LURB ' �� ' \_ 11tl TOP OF WALL '_-. VC VALLEI' GURFR --- . -- �-'t� . `��`'� 1 (APPt1U8 � o sH� �.o,�o Q., oN�h �� NOTES � � � _` � ' PROPEpiY LINE � -' 1. THE BOUNOARI' E4SE4ENT5. Alm OTHER ENCUMBRANCES SHOM'N ON THIS � �,_ , • DRAWINC ARE BASEU SIXELT IIPDN INFDRMATION CONTAIHEO.IN THE 1 �,� _� ADJACENT PROPERIT LINE --• � ' FOLLOM7NG�DOCUYENTS: GRANT DEFD RECORUED JI1LT I3, 2007 AS �` CENTfltLINE _ � DOCUNEHT N0. 1950551�, OFFICIAL RECORDS �--��` � THIS IS NOT A'BDUNOARY SIIRVEY.�NO LIABIUfY 6 ASSUYm'HY IGER t _�- `_ �� WRICHT FOR iHE IXISTENCE OF ANT ERSEYEM, ENCUYBRANC6, �`� ��\ � BUMING LINE �� 'DISLREPANqES IN BOUNDARY UR 11TI.E DEFECfS NOT MENTIONm M SUD `�`�` FOUND YONUYENT AS NOlED � . DOCUMFMS AND 1HEREfORE NOT SHOWN ON THIS ORApINQ BENCHIIARK ' $ • 2 THE 1TPF5, LOCATIONS, 52E5 AND/OR DEPTHS OF FXISTING UNDERGRDUND . �� . . � UT1L1TIE5 AS SIIOWN ON THIS TOPOGRAPHIC SIIRVET WERE OBTAINED FROY . _`_�. ``�� SOURC6 OF VARTING IiEIJABMT. THE COHIRAGfOR IS CAUTIONm THAi �� \.�� FlpE �{Yp� ' A ONLT ACiIIAL F7IGVATION WILL REVEAL THE TYPES, EXIFNT, 9ZF5, -�� \� LOCATIONS AND DEPTHS DF SUCH UNDERGNOUND UTILR1E5. 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