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Approved Plan Set ur a o an a ar a 22825 San Juan Road o 0 , ��.�� Cup ertino, CA 9 5 014 �� SALVATORE CARUSO AP � A cooEs DESIGN CORPORATION S H EET I N D EX 980 EL CAMINO REAL,#200,SANTA CLARA,CA 95050 P L C B LE TEL.No.(408)998-4087 • FAX.No.(408)998-4088 PART 1.Q 2013 CALIFORNIA ADMINISTRATIVE CODE PROJECT DATA ARCHirEcruRA� sHEErs �T�. PART 2.0, 2013 CALIFQRNIA BUILDING CODE (C6C) A0.1 COVER SHEET PART 2.5, 2013 CALIFORNIA RESIDENTIAL CODE (CRC) PART 3.0, 2013 CALIFORNIA ELECTRIC CODE (CEC) PROPERTY APN N0. A0.2 GENERAL NOTES PART 4.0, 2013 CALIFORNIA MECHANICAL CODE (CMC) A0.3 ABBREVIATIONS PART 5.0, 2013 CALIFORNIA PLUMBING CODE <E> AREA 342-2i-020 PART 6.0, 2013 CALIFORNIA ENERGY CODE At.2 PROPOSED SITE PLAN PART 9.0, 2013 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) 342-22-070 PART 11.0, 2013 CALIFORNIA GREEN BUILDING CODE (CALGREEN) A1.3 PROPOSED STAIR DETAILS THE APPUCABLE CODES ARE AS AMENDEp BY THE 342-22-107 At.4 TREE REMOVAL PLAN STATE OF CAUFORNIA AND THE CITY OF CUPERTINO. STRUCTURAL DESIGN PROFESSIONALS si.o STRUCTURAL TITLE SHEET ENGINEER: S2.1 FOUNOATION PLAN ARCHITECT: ELEMENT STRUCTURAL ENGINEERS. INC p��; SALVATORE CARUSO DESIGN CORPORATION 39675 CEDAR BLVD, SUITE 295C S3.1 SECTIONS 980 EL CAMINO REAL, SUITE 200 NEWARK, CA 94560 SANTA CLARA, CA 95050 PHONE: (510) 573-1557 S5.1 CONCRETE DETAILS PHONE: (408) 998-4087 FAX: (973) 924-0663 Our Lady of FAX: (408) 998-4088 S5.2 CONCRETE DEfAILS S5.3 CONCRETE DETAIIS Santa Clara S5.4 CONCREfE DETAILS 22825SANJUANROAD S5.5 CONCRETE DETAILS CUPERTINO,CA95014 S5.6 CONCRETE DETAILS CIVIL GDrE]tAl ND16: C 1.0 COVER SH EEf i.ndc s�r s r,�o�e sQ t s iar m ff ugo� 2 1H5 9EkT 6 NOf fOR EQNSIRIL1ql1 UNR IIE I%NIECI'S SAYP t 9f7iUUE AfE ql lfi5 94ET� C2.0 GRADING PIAN a ax��a�ar.��xo��°u��r n¢w�rm�ou�xr�tr�xea�r s -- 4.cawPora+r�er su�umso o�sai caa�. C2.1 CROSS SECTIONS C3.0 EROSION CONTROL PLAN SCOPE OF WORK C4.0 CONSTRUCTION BEST MANAGEMENT PRACTICES VOLUNTARY RETROFIT OF EXISTING RETAINING WALL AT THE PARKING LOT, AND C5.0 TOPOGRAPHIC SURVEY STAIRS TO THE LOWER LEVEL. SHEEf I�W1E: TITLE SHEET PROPOSED SRE REVISI�JS 6Y � PLANNING CONMENTS . , � �r-.s.�.,a: .�� , ��., . ... ,�, g �:. � �� .: � �:�: � �r� �- � �� . .: � _ .__� :,�� -_r_, _=- _�. � �` . ..,-.,.,,�. . . ,._. ..4w.�5 0 � ...�.._.... �� ,,..;, V� ... ..y . ��1w� : : r�; �-- : I� 'l� �-I� _ ��: �' °' o�nE: s�„/,s , � � � � � � �� ._ ,.._ = scrv.E: rns , __. _ __., ' ,..s=: ._ , � JOB No.: 13.OL�1 N � �',�� /�"� StiEET P1o.: VICINiTY MAP � � � A0. 1 ��N S� � �� 1. ALL MA7ERNL Sil7Rm ON 7!E flfE flMll E FlIOP'fJRT:TACIIED AIO MIDIEC.'IED 10 PIItYFM�WAGE NO DEIENOIM7DN NNII USE.FAIJJlE 10 PIIDI6T Wll7rAl5 IYtY�C�MlSE FOR NOTE/1: I[�\��yJS�6iiA V Rf.IE1C110N OF MIORK. 7HE MRENf OF 7lIESE DRAWMIGS NID SPElaf1CJQI0NS 6 1141T THE WORK OF liff N.?EMflON.NFlMBIL1UTION OR�ECONSIIRICII0/1 li 10 E M AOCON01NfZ INIM 111LE Y4.G11F010YA COOE OF �� '��'��'�'� SALVATORE CARUSO 2 ALL ODIISIRIlCIION A!O WiER�IS 9M11/E 116 SPEC�IED AIO/OR AS IIFAMIED 6V 7FE MOr1ED E�111011 Of liE N�DrIC C�00�ALL lCC�1l.MD NA1101ML OOOES,Nb MlIMIOAIEf WINCH ARE F11M�dD MOqK WRL NDT COMPLY MIIH TITLE 94,GLIfWWA CODE OF REClK/1flONS.A CFNNCE OIIDER.OR A�►AMTFD�Ef Of�IAqC NO�lO�IId/C,OETIUIC MD SPECFYMiC TFE APPLIGI�L REOINRED NOIM(SFNLL eE A1B1N�1FD 10 AWD APPRdVEO BY 7Fff OfF10E BEFORE PROCEEDNC NRIli 1liE Ni01lK. � ��.��.��,��►�. �. bINTCNES/OON�IIOLS I 711EIOIOSTATS/ARE 10 BE N�S7ALLED A W%.OF�8•,�,��.��,�m�.,�,�,�„-„�,E,�„�. DESIGN CORPORATION 4. ALL I�lJM1EU OOT p00R3 lFIIILL�pPERABLE f11py iFE M9qE w11llpUf flE{QE pF A Kfl'OR fPECML IOq�FD�OR[FFORf. 2L �soncs sNoun�vaoNo�w�000�m+v+c�wm�sEcrqN ms,cec za��w n+e rouowNa toano�s,nrw�o Not�: 980 EL CAMfNO REAL,#200,SANTA CLARA,CA 95050 s. nc aEtrtqw co►�a�crqt nriu vo�sr,ni p�spKs wo mf aaipnqws rROR m oo�cNc a+r rqroc,n[op�ao�ac�o�sr+�u Norsr n�,Mc►rrocr pv w�r pnc�pwicv � �00N�ED�"�°f��'�"�P�'��D S°"�'a n[ca'�►a�w°rtaa��vas' TEL.No.408 998-4081 • FAX.No.408 998-4088 i snf a a��Dw�ioa w��vfxr�a e�►a"�i+obzo�i�.�a a+a oo�iv�or�o�iar cn�i�os°Firo oac cq�woe. ( ) ( ) oF n�n�ws roa s�c�anoMs. � x a n��oo►m�roR aw�u wwnw nc�oe�rc��afx�oao�xr caortan�av oEauis�vo urm o��odrtacroR��ar ura�carttnaN av ua wwE av o. ��sPi�as t.��sra�co�s�i►+¢ror�wo eo�aw ov nc�ui+�n�srws KCNs�wo N u��t►��ar�su�s�nf w�us u►oa�n+e sr�ws �: Mt NOlUC SIMIl IIfMO�E ALL 1MWi NO OENUS AS A IIk7U.T OF IRS OrEMTION.llf Ja!IE lNNI E IiiT qFNi AIO�ETf GOI D4Y�Y ll�00 Of MdUf 71W OA►. 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RWGH OPENING W WEST C.F.M. CUBIC FEET PER MINU7E F.O.S FACE OF STI1D R.O.W. PoGNT OF WAY w� �TM C.f.S. CUBIC FEET PER SECOND F.O.W. FACE OF WALL M M� R.P.M. REVOWTIONS VEFt MINU'fE W.G WAIER CLOSET CHWS(R) CHILLED WATER SUPPLY FPRF FlREPRO�F MAS MASONRY R.R. RAIEROAD WD. YlOOD (RETURN) F.R FLOOR 9NK MA7L. MATERIAL R.V. ROOF VENT W.F. WiDE FLANGE C.I. CAST IRON FT FEET MAX. AlNOMUM Ryyp. �pyyppp WF. WIRE FABRIC ��' C.I.P. CAST IRON PIPE FT� �T�N� M.B. MACHINE BOLT RWL RAIN WATER LEAOEFt W.Gf-. WIRE GLASS CIR. pRCULAR ��. �RR�� MECH. AtECHANICAL W.H. WATER HEATER C.L CENTER LJNE OR CHAIN �T. FItIURE MEMB. MEMBRANE S W.1. NROUGHT IRON � LINK(FENC� MET. METAL VAND. WINDOW CLG CEIl1NG � MFR. MANUFACNREFi � gpU7F{ W.M. VNRE MESH,WAIER MESH CLO CIOSET G0. GAUGE M.H. MANHOLE . SAN. SANfFARY W/0 NATHOUT C�R CIEAR M.I. MALLEABLE IRON g,�, �p�E W.P. WAiERPR00F,Nr6RK POINT GAL GALLON MIN. MINIMUM,MINUTE C.M.U. CONCRETE MASONRY UNIT GALY. GALYANiZE MIR. MIRROR ��" �� W.R. WATER RE9STANT C.M.P. 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SANiFARY NAPKIN DISPENSER ��E CORR. CORRIDOR ��D�S S.N.R. SMBFARY NAPIM7 RECEPTACtE � CRR CORRUGATE NEC. NA710NAL ELECTRICpL C06E �� gpEq��,�p� C/S CROSS SLOPE NE1AA NAiIONAL ELECTRtCAt . .. — MANUFACTURII2'S ASSOC. �' � � � c� �*� CiSK CAUNTERSINK N.G. NA7URAL GRADE -- �i ..�'��T �.�� r�" C.W. COLD wA7ER MRNQATOEtY ENVELOPE FEATURES: '; � `" N.f.C. NOT IN CANTRACT .-..�� . .. .. . .- ��... C.W.S(R) CONOENSER WATER SUPPLY N0. NUMBER ENVElOPE: �`<<. .�. . . r! _ �� (RENRN) NOM. NOMINAL E "� ��. CU CUBIC N.LS. NOT TO SCALE SEE T{FLE 24 RE�E1fREkSENTS r�,,�,-� ` � CHECKED: C.Y. CUBIC YARD N.S. NO SCALE �� = � :__ __�� i_- 1 __�..1 ___ ___ ��: gi„i,3 �� : _ ...; ^:� JOB No.: 13.01.01 r _._ _ _..- , _ _- ._._:�_ _ .,_ _ �EEf No.: _ .y _ . ao.3 �rr ��f��`� f��,�-_ ��' SHEEIS IN SE7 4� 6 YEMBER b � (N)GUARDRAII � n Y418ER 0 4�ac � o � RUST OI.EUM PNNT—BRONZE y'—p` � FISS 6x2x5/16 COLOR—MIROU6Ffi IROM RNUNG,F1NAL COLOR TO BE (�/�SPIiN.T � SELECTED BY ARCHfTECT (�jpyj� i PARKING LOT (N)CONC. (N)6'OO�IC. ��iu � DECK CURB 4�-0� 4'-0' • ��l'��I�J�u�l V n � Y-5' " � � � _ ��-r-- � � � �� SALVATORE CARUSO ' ' �� . " � �� DESIGN CORPORATION `\��''�� ' S�-0" . s� �0 4'a 980 EL CAMINO REAL,#200,SANTA CLARA,CA 95050 //\��\/ '� TEL.No.(408)998-4081 • FAX.No.(408)998�088 ��j��\- ' t.� �r: ;� \�'J��//�� (N)SHOTCRETE 4 , ;,\�j\ �' FA�E �—��' tt' �j\�jj\�� /� �/ i� %��j��\ �� . i � � ,�� //� ~ ��\��\� �, , +'-t�' '/,',�/�� i� � % �,�,�,,, n PROPO ED SECTION ,o„�„��.�. n PROPOSED RAILING AT D��..,.�. eE�aN srtE F+oa tx�cT�a'rnFaos�wo L J � PI�.T: � � � - Our Lady of � �\ � �....�_ _�� ~a�w00� ....-,..-....0�� _ a ��.D � �„�,,,� ,� Santa Clara i '� �'� Vt� �.—�'"'�(—E�wppp — � ,^ 22825 SAN JUAN ROAD �{�, � � " '—��—�'"'��r �� s �� — � CUPERTINO,CA 95014 ��'°'� � / �--�_�� • �d* N�cs w�u p (��u.o+ov� � � � (N)4a•rwunc , y� � `�' �,�, v�,d� �, ,� CDEnIL MO�S: 1.16 f@T B IIM16 A!1 l 61Q A E 1�MaE • � • "F L 16!@T 61�011d 1�6fICOl INR lE ND�f170M � � �ppy�� soNUE�a us am � q�� a�snMaanNs�ae�� iae� (N)6'CONC.CUR ��p�� ic wnei ca�s a x�s� kt�, • � � \ •m�r c r wwo[aiao m m�. � `�'' � u�� ;:; � <.„ OUiLINE OF \\ ,\�� a, \ S'CMP SD ABONE GRADE-� _ _ (E7 VERTICALLY \ qSPtACED A�C \ \ OU7UNE OF P�� \� (N)SiRCH PIER ''i PROPOSEI N) \ KEEP STNRS AY41Y PER SiRtX,'T.7YP �� DRAIL OEqC� , (t�42�RNUNG P11�L1 BOX� (N)STNRS � \ 4 N)CRADE BEAM i PI TYP ��: PER STRUCT TYP �WOOD � NGTEO (�� ,, DECK TO BE Ng o DOMES � PAVEMENT ` \ �"' \ b R�?itO�D �.t' �!, h \ PROPOSED SITE PLAN ,�`�` i TO s� `� \ W000 DE ; Tp N R�� `` \ PROPOSED TREES (N}42'RNUNG ,,� ti = g� . � � D 11-� (N� � � � � L � � ,,,� �� CK � • (N)GRADE BEAY .. �,;"�-`!�� ' UP � ` ` � � �� N)S1fTCH PIER .� •.�� _ aL STRUCi. ,,� �;`; ::`�_ AI.L PtAMER BOXES *1�'� ' R COhSf UrE OAK M�IRA!/fA TO BE REYOVED 1)� N �},�p� STAIR$� � �(��TME EXISTING THREE STORY BUILDING / W i`8 � p b' ` � �%�� ALEPPo P� -�7� <fJ OVE11 �� •� tE►TREfS 70� At�W GRq.L �� f � . 24'BpX6 �N�yTAIRS � 1 RETAMIED � �� (E�STNRS TO ,,•` ARBUIIIS VIUEDD �tEM11NG.NO .f� � I� MODIFIGITIONS BEIIiG �;�`� � Q DRIINIk 6 r PROPOSED . �.J /"�� 1 � ...� PIEASE REFER TO CIV�� t. � �,-�� ,-it' C1ECI�D[ �� \. � ,' ��' ADDfTIONAL DEfNLS�� AINkiG � ` ;, � _ .—�— � w�us.cur�s. �r,o � o+►t� y,y,a \ �o� S - � ` ' � yCIILE MR 1 1 ��^� ' �M�3 � ir �ASPFIALT .100 Na: 1J`OtAt ^�T: j � � _f ,� PROPOSED SITEPLAN . '��.�`. 9F�ET Ils.: _ �► _ — ----�� ------� A 1 .2 � �-�,� DECK SECTION _ SFEEis N SQ � , �, � � �� C�� - ---�. ��, � �.�_� _ _ _ : . . _ . ,. , _ _ .- � y � _ . � 000 _ �° I�� 0.18—22' 7APERm `� j�,�-� _ � - l _ o o�� E�P SEDRE SALVATORE CARUSO ; , " SECTION A—A 0 0 o py��qC APPROVED DESIGN CORPORATION ,., .:.. .. ....-.>��-��--' 23'— 4' DECTfABLE WARNING 980 EL CAMINO REAL,#200,SANTA CLARA,CA 95050 = �,, _....::_ .:i . ,:.-, �. � ' -.�:.. O.0 O SllRFACE PRODUCT � _ ___ � T E L.No.(4 0 8)9 9 8-�0 8 7 F A X.No.(4 0 8)9 9 8-0 0 8 8 , . ..,, . �. ; �� COKSIILTANf: / 0.45� NS2TE: � �� 3-24 OP DECTECTABLE WARNINGS SHALL BE PLACED AT CURB yf�'� D.C. RAMPS WHERE SURFACES SIAPE<1:15(SEE CURB �'9 RAMPS);AT HAZAR�DUS VEHICLIUR ARFAS,AND AS AT BASE p y4'TO 36'WIDE STRIP AT DROP OFf EOGES OF BOARDING PLATFORMS � DETECTABLE WARNINGS AT CURB RAMPS. HAZARDOUS VEHICULAR AREAS.AND TRANSIT BOARDING PLATFORMS [SEC. 118-705.1] n TRUNCATED DOMES DETAIL �:� �,.� ,�.�_,�,� � �cr: c�N�R�'F Our Lady of Santa Clara � 22825 SAN]UAN ROAD CUPERTINO,CA 9�014 GEI�E1tAL NOiES: t n�s�r s rxrt a e s�r e s xor m ff uam um� '�i"�F z nis sffr s�or wx��x um.ne�crs sr,ur 7'MAx e 9QivutE N�aa nes sl&Et fD o �'ai�ns�a�ir.��n�a�u�n�� i i� I . 1FE MfltlQl C016FNf OF 11E/1�UIFCf 6 NG ��• 4.CflPrPodrt g Bt S�LWo�fMUSo Of9cN COAP. 2�'.5' �'_0" 1 (N)4Y RAILING ��:�� $��. ��ii4 •.ay 119 8 ��`v�lia ' �' �'_7 (N)GRADE BEAM :`��`�``�� (N)STRCH PIER i,�:��'Or� � ,, ��,``�; � _5- PROPOSED STAIR PER STRUCT.1YP :�.� '�\,'�_r�..�� .— � 17� �, ,9 � DETAILS � ��l� LANDING � (N)CONCREfE ,'�gJ\�';��:�� c� / STAIRS � N i ? REYISIONS BY -,�� PLANNING COMMEMS � (N)SiAIRS � � � ^ i ' � 'v� 4�p. � ^� �• � ��\ �\,�f \ 1,Aoo LANDING � ., ' ��Z� _ °j g� � DRAMIN: � l , � �. , CHECKED: _�� ..� � �1 . .,--_"� �� DATE: 8/11/13 �--�.'_ ,`� �:�_,---�' �E � \ PROPOSED STAIR DETAIL J�B No.: ,3.a,.o, � S�.E:3�=i•-0' SHEET t�b.: A� .� SHEE75 W SET A � 6��'�`�'' `',�"a �� 59� � ll��l�all�lll��11�J�� 6o SALVATORE CARUSO DESIGN CORPORATION � 980 EL CAMlNO REAL,#200,SANTA CLARA,CA 95050 � � TEL.No.(408)998-4087 • FAX.No.(408)99&4088 . ?f Cp6LLTNR: ��0 �� v e _—.ws�_ _� �_�� — _� 6 � �- — � 0 '° `� Q y S 4` �P �/ '�l� G0�' .�---�"'`__ -- — 9�j� �Q�� ,�, �,��_-^--' � ,r C� ��_� _ �►-"'�►� $ ,�,,,�� r�'� � �,,,,�.'� �-'�� 0� —,r•-- ,� 1 � ��—6 � • �oo�ecr: . . o�' � �, � �� R - �' 1 �" Our Lady of ° Santa Clara -`� � 22825 SAN IUAN ROAD �8• �O�" 62 CUPERTINO,CA 95014 �l� TREES TO BE REMOVED � Q� �P � � � CDEldll NGi1FS: � �P G �� t 16!@T6NIRO�lIl61QAEI�NOIE COiKf LNE�II! �� L 16�@T 610�Iq 00NS11K'01 BIIL�E �1f t s�uE�a ws sim � S 1�M6 t IINS N[011�N�!NE IR IE � ' OM ltl�6f OlY�OpR1Yl i�101 MWI r ' ��^1 •171�f C yl�0��7s� MFPP'0 PME �� J`!��`�f ' � � 1 � wr..,�s ro e� �� -` ��' �� r'emas /� vumo � -�-�� /// � `��/ / � r r � �\ s�r w�: ►'�`, , � r� � t ', ` TREE REMOVAL PLAN ; � � , ,, -� � I ' � \ _-- i � �� , �� i� � � � i � � �� ; � ' ��. � � ► � ., `�, / i� �� ,� ` �� i � � ,, �, � -- � i i � �5 �� 1 �` 1 } `,` °�e""c )) J � � �� ` EXISTING THREE STORY BUILDING �� /� ', `� � � � N»/+3 � �/ _--� 6� srx�: �s JOB No.: tA01A1 -—�� R VAL PLAN �"°� = 6 �� A1 .4 i _�—^;.';--- �6� 1; • st��s N sEr GENERAL STRUCTURAL NOTES STRUCTURAL SHEET INDEX GENERAL NOTES CONCRETE: SHOTCRETE:(SEE CONCRETE NOTES) SLt SPEC ALUINSPECTION SCHEDULE� t. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMS NECESSARY 1. CONCRE7E SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH ACI 318. 1. SHOTCRETE SHALL BE SUPPLIED AND PLACED PER ACI 506. S21 FOUNDATION PLAN TO COMPLETE THE STRUCTURE. FOR ITEMS.METHODS AND OR S3.1 SECTIONS MATERIAIS NOT SHOWN. THE MINIMUM REQUIREMENTS OF T/HE 2013 CBC � CONCRETE SHALL BE AS FOLLOWS: 2. USE CONTINUOUS BARS WHERE PRACTICAL TO AVOID LAP AS MUCH AS POSSIBLE. SS.t CONCRETE DETAILS SHALL GOVERN. ALL WORK AND CONSTRUCTION SHALI COMPLY WITH 3. PROVIDE 2 INCH MINIMUM CLEARANCE BETWEEN REINFORCEMENT BARS,INCLUDING S5.2 CONCRETE DETAILS ALL OTHER APPLICABLE BUILDING COUES,SOIL REPORTS,REGULATIONS CONCRETE STRENGTH W�C RATIO AGGREGATE yrEiGHT SHRINKAGE LAP SPLICES. CONTACT LAP SPLICES MAY BE USED,PROVIDED PRE-CONSTRUCTION 55.3 CONCRETE DETAILS AND SAfETY RE�UIREMENTS. USE AT 28 DAYS SIZE 7ESTS SHOW THAT ADE�UATE ENCASEMENT OF THE BARS WILL BE ACHIEVED AND S5.4 CONCRETE DETAILS U.O.N. ��F1S�� 2 NOTES AND DETAILS ON ORAWINGS SHAIL TAKE PRECEDENCE OVER PROVI�EO THAT THE SPLICE IS ORIENTED SQ THAT A PLACE THROUGH THE CENTER S5.5 CONCRETE DETAILSQ GENERAL NOTES AND TYPICAL DETAILS. If CERTAIN FEATURES ARE NOT OF 7HE SPLICED BARS IS PERPENDICULAR TO THE SURFACE OF THE SHOTCRETE. S5.6 CONCRETE DETAILS Q D D fULLY SHOWN OR CALLED FOR ON THE�RAWINGS OR SPECIFICATIONS, SLAB ON GRADE 3000 psi 0.45 NAX. 3/4"(LS) 145pcf .045R FINAL APPROVAL IS BY THE BUILDING OFFICIAL. THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR ��\J Ll J��-LSV1So�� SIMILAR CONDITiONS THAT ARE CALLED FOR OR SHOWN. 4. PLACEMENT. 3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFfCATIONS REPRESENT FOUNDATION 30�0 psi 0.50 MAX. 3/4" 145pef - 1,NOZZLEMAN SHALL HAVE A7 LEAST 2 YEARS EXPERIENCE PLACING SHOTCRETE. THE FINiSHED STRUCTURE. THEY DO NOT INDICATE 7HE METHOD Of 2 00 NOT PLACE SHOTCRETE THROUGH MORE THAN ONE LAYER OF REINFORCING CONSTRUCTION. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY (LSj CRUSHEO LOW SHRINKAGE ROCK UNLESS PREQUALIFIED WITH TEST PANEL. SCOPE OF WORK TO DESIGN ANO PROVIDE ADEQUATE SHOI�NG,TEMPORARY BRACING AND 3.MAX.REINP.BAR SIZE SHALL 8E#5 UNLESS PRE QUALIFIED WITH TEST PANEL. SALVATO� CARUSO FORMWORK,ETC.,AS REQUIRED FOR THE PROTECTION OF LIfE AND 3. STRENGTH:COMPRESSIVE STRENGTH IN PSI WHEN TESTED IN ACCORDANCE 4.KEEP CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT. PROPERTY.DURING THE CONSTRUCTION OF THIS BUIL�ING SHORING AND IMITH ASTM C39 OESIGN OF THE ORIVE WAY PIERS UTILIZING THE DEADMAN PIERS AND DESIGN CORPORATION BRACING SHALI REMAIN IN PLACE UNTIL FLOORS,ROOF AND WALL 4. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150,TYPE il. 6RADE BEAM TO SUPPORT THE LATERAL CREEPING OF THE SOIL.NEW SPEdAL INSPECiIONS SHOTCRETE RETAINING WALL WILL BE AODED AT THE FRONT OF THE SHEATH�NG HAVE BEEN ENTIRELY CONSTRUCTEO. SHORING DRAWINGS 980 EL CAMINO REAL,#200,SANTA CLARA,CA 95050 5. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33.FOR EXISTING PIERS.APPROXIMATELY 5'-0"OF NEW CANTILEVERED CONCRETE ANO CALCULATIONS SHALL BE SEALED BY REGISTERED ENGINEER AND SPECIAL INSPECTIONS AND TESTIN�WILL BE PERFORMED IN ACCORDANCE TEL.No.408 998-4081 • FAX.No.(408)998-�038 SUBMITTED TO ARCHITECT ANO OR ENGINEER FOR REVIEW.OBSERVATION LOW SHRINKAGE AGGREGATE;USE LIMESTONE OR GRANITE.AGGREGATE WITH THE APPROVED PIANS ANO SPECIfICATIONS,THE ATTACHED DRIVE WAY WILL BE ADDED.NEW 5TI7CHED PIERS WILL BE CONSTRUCTED � � VISITS TO THE SITE 8Y THE ARCHITECT,ENGINEER OR CONSTRUCTION FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. AT THE FRONT OF BUILDING.NEW STRUCTURAL SLAB DECK WILL REPLACE MANAGER SHALL NOT RELIEYE THE CONTRACTOR Of SUCH RESPONSIBIIITY. `STATEMENT OF SPECIAL IN5PECTION'ON SHEET S1.1 ANO CBC THE EXISTING DECAYED WOOD DECK. 6. FLY ASH:ASTM C 618,CLASS F OR CLASS C.MINIMUM RECOMMENDED SECTIONS 1704,1705,7707 AND 1708.7HE SPECIAL INSPECTIONS SHALL CONSULTAN�: 4. THE CONTRACTOR SHAII CHECK AND VERIfY AlL DIMENSIONS WITH THE fLY ASH CONTENT BY MASS OF CEMENTITIOUS MATERIAL IS 20R 8E PERFORMED BY AN APPROYED THIRD PARTY SPECIAL INSPECTION G.C.TO PROVIOE SHORING PER OSHA REQUIREMENTS. � ARCHITEC7URAL,ELECTRICAL,MECHANICAL,AND PLUMBING DRAWINGS MAXIMUM RECOMMENDATION IS 25% AGENCY - element BEfORE PREPARIN�SHOP DRAWINGS,FABRICATION OR CONSTRUCTION. 7. ADMIXTURES:MIX SHALL CONTAIN POLYMER BASED,WATER REOUCING REQUIREDINSPECTIONS(SEEATTACHEDSCHEDULE) SEE ARCHITECTURAL,ELECTRICAL AND MECHANICAL ORAWINGS fOR SIZE ADMIXTURE.THE FOLLOWING TYPES OF AOMIXTURES ARE ALLOWED AS AND LOCATIONS OF PIPES.SLEEVES,PITS,VENTS,DUCTS,ETC.AND PLASTICIZERS AND/OR SET ACCEIERATORS TO IMPROVE WORKABILITY. SECTION 1705.3 CONCRETE structural engineers,inc. DETAILS NOT SHOWN ON 7HE STRUCTURAL DRAWINGS. A.ASTM C494,TYPES A,C,E.G.HIGH RANGE WATER REDUCERS TABLE 1705.6 SOIL BY GEOTECH. SYMBOLS 5. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT SHALL ALSO MEET RE�UIREMENTS OF AS7M C 1017. TABLE 1705.7 PIER FOUNDATIONS BY 6.O.R. 39675 Cedar Blvd.,Suite 295C DOCUMENTS. THE CONTRACTOR SHALL 8E RESPONSIBLE fOR THE REVIEW B.THE INITIAL SLUMP OF THE CONCRETE BEPORE INTRODUCING X DETAIL NUMBER ANU COOROINATtON OF ALl ORAWINGS AND SPECIFICATIONS PRIOR TO 7HE ADMIXTURES SHOULD BE MINIMUM 2'INCHES SIMPSON SET-XP pERIODiC INSPECTION BY E.O.R. Newark,California 94560 START OF CONSTRUCTION. ANY�ISCREPANCIES THAT OCCUR SHAIL BE EPDXY(ESR-2508) PER CITY APPROVAL SX.X SHEET NUMBER Tel:510.573.1557 BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER PRIOR TO & SHRINKAGE-CONTRACTOR TO PROVIOE CONCRETE MIX NIS70RY DATA OR eFax:973.924.0663 START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. PROVIDE TESTING REPORT ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR g, MINIMUM REINF.COVER FOR CAST-IN-PLACE CONCRETE: WHERE PABPoCATATION OF STRUCTURAL LOAD BEAWNG MEMBERS AND �,_� NEW CONTINUOUS FOUNDATION www.elementse.com ANY CODE REQUIREMENTS SHALL BE CORRECTEO BY THE CONTRACTOR ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR CONCRETE CAST AGAINST AND PERMANENTLY y SHOP THAT IS EXEMPT TO SPECIAL INSPECTION PER CBC SECTION ARCHITECT OR ENGINEER. EXPOSED TO EARTH 7704.22,THE FABPoCATOR SHALL SUBMIT DOCUMENTATIQN THAT THEY �,y MEET THE REQUIREMENTS OF THIS SECTION TO THE STRUCTURAL 18"UTAMETER ORILLED PIER U.O.N. q� 6. SEE DRAWIN6S OTHER THAN STRUCTURAL FOR: TYPES OF FLOOR FINISH CONCRETE FORMED BELOW GRADE ENGINEER OF RECORD AND THE GOVERNING JURISDICTION PRIOR TO THE �;''� P1ER SHALL BE EMBEOOED MINIMUM OF 8 FEET � y AND THEIR IOCATION,FOR DEPRESSIONS IN FLOOR SLA85,FpR OPENINGS OR EXPOSED TO WEATHER: � INTO THE UNDERLYING CLAYSTONE BEDROCK IN WALLS AND fL00RS REQUIRED BY ARCHITECTURAL AND MECHANICAI START OP FABRICATION t��'�{�� OR A DEPTH EQUAL TO THE THICKNESS OF m i FEATURES.FOR ROADWAY PAVINC.WALKS,RAMPS,STAIRS,CURBS,ETC. N0.6 AND GREATER 2' 4� OVERBURDEN,WHICHEVER IS GREATER. � N0.55536 ,., N0.5 AND SMALLER ��2• EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A � a 7. CONSTRUCTION IAATERIAL SHALL BE SPREAD OUT IF PLACEO ON FRAME� SEISMIC FORCE RESISTING SYSTEM,DESIGNATEO SEISMIC SYSTEM OR ,qSr�'UCtV�Pa* RQOF OR FLOOR. LOAD SHALL NOT EXCEE�THE DESIGN IiVE LOAD PER CONCRETE NOT EXPOSED TO WEATHER NOR A SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SQUARE FOOT. PROVIDE ADEOUATE SHORING AN�/OR BRACING WHERE N CONTACT WITH GROUND SPECIAL INSPECTIONS SHALL SUBIAIT A WRI7TEN STATEMENT OF '� (E)24"�PIER PER PIAN,CONTRACTOR TO V.I.F. F�p�Fo STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. SLABS.WALLS,AND JOISTS:N0.11 AND SMALLER �• RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO M 8. HOLES AND OPENINCS THROUGH WALLS AND Fl00RS FOR DUCTS,PIPING BEAMS AND COLUMNS:PRIMARY REINf.,TIES, THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COAIPONENT. SIGNED DATE: oe-ot-2ois AND VENTIlATION SHAIL BE CO�RDINATED BY THE CONTRACTOR WHO STIRRUPS,SPIRALS ��Z� THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN SHALL VERIFY SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH THE fOLLOWING: S---S STEP IN FOOTING.SEE DETAIL 7/55.1 pROJECT: THE MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINCS ANU THEIR t.ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMEN7S SUB-CONTRACTORS. 10. PLACEMENT CONTAtNED IN THE STATEMENT OF SPECIAL INSPECTIONS. OUT La.�y Of 9. NO PIPES OR DUC7S SHALL BE EMBEDDED IN WALLS UNLESS SPECIFICALLY p.ALL RElNFORCING BARS,ANCHOR BOLTS,AND ALL OTHER 2.ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO �ETAILED OR APPROVED BY THE ENGINEER. CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS + 1D. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE TO PLACING CONCRETE. APPROVED BY THE BUILDING OfFIC1AL. S`GLTiL`CL CICITGl DRAWINGS,NOTES,AND DETAILS SHALL BE BROUGH7 TO THE ATTENTION B.CHAMFER ALL CORNERS Of CONCRETE TO PREVENT DAMAGE. 3.pROCEDURES FOR EXERCISING CONTROI WITHIN THE CONTRACTOR'S OF THE ARCHITECT AND ENGINEER AND RESOLVED BEFORE PROCEEDING C.CONSTRUCTION TOLERANCE SHAIL COMPLY TO ACI 117. ORGANIZATION,THE METHOD AND FRE�UENCY OF REPORTING AND 22825SAN1UANROAD WITH THE WORK. D.CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION THE DISTPoBUTION OF THE REPORTS. CUPERTINO CA95OI4 71. DO NOT USE SCALED DIMENSIONS;USE WRITTEN DIMENSIONS.WHERE BETWEEN REDETERMINED CONSTRUCTIDN JOINTS. � NO�IMENSION IS PROVIDEO.CONSULT THE ARCHITECT AND ENGINEER E.USE V(BRATORS TO CONSOLIDATE CONCRETE.DO NOT USE 4•IDENTIFlCATION AND OUALIFlCATION OF THE PERSON(S)EXERCISING FOR CLARIFICATION BEFORE PROCEEDING W17H THE WORK. VIBRATORS TO MOVE CONCRETE. SUCH CONTROL AND TNEIR POSITION(S)IN THE ORGANIZATION. 2 f.CONCRETE SHALL BE CONTINUOUSLY CURED FOR 7 DAYS AFTER PLACEMENT IN ANY APPROVED MANNER.FOOTINGS ARE EXEMPTEO GENERAL NO1F.S: EXISTING CONSTRUCTION/CONDIT�ONS: FROM THIS RE�UIREMEN7. STRUCNRAL aBSERVATION(BY ELEI�IENT STRUCNRAL ENGINEERS,INC.) i.n�s�r s war a�e s�r a s�ror m e�us�n ua� 1. SHORING: THE CONTRACTOR SHALL PROVIDE SHORING WHEREVER G.PATCHING OF CONCRETE:ALL INSERT HOLES AND OTHER OBSERVATION BY ELEMENT STRUCTURAL ENGINEERS,INC.OR THEIR DESIGNATED Z��N0T�a��T'� NECESSARY TO ALLOW INSTALlATION OF THE WORK.THE CONTRACTOR IMPERFECTIONS ON THE SURFACES OF THE CONCRETE SHALL BE a 5�utuaE�+E ax n�5a�r FILLED WITH GROUT,BRUSHED AND SACKED TO A UNIFORM FiNISH. REPRESENTATIVE IS REQUIRED AT THE PROJECT MILESTONES GIVEN BELOW. SHALL BE SOLELY RESPONSIBIE FOR THE DESIGN,INSTALLATION AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ELEMENT STRUCTURAL ��'�� MAIN7ENANCE OF ALL SHORING AND TEMPORARY WORK REQUIRED 17. CONSTRUCTION JOINTS: ENGINEERS,INC.AT LEAST 4 BUSINESS DAYS IN ADVANCE OF COMPLETING t�tE��mtSENIYUFiHE�� THROUGHOUT THE PROGRESS OF THE WORK. A.CONSTRUCTION JOINTS SHOWN MAY BE PROVIOED A7 MILESTONES TFfAT REQUIRE OBSERVATION AND ALLOW SUITABLE TIME TO MAKE � y ��y yay��p��, 2 EXISTING CONSTRUCTION: EXISTING CONSTRUCTfON SHOWN ON THE CONTRACTORS OPTION.ANY PROPOSED CONSTRUCTION JOINTS ANY REQUIRED CORRECTIONS TO THE WORK PRIOR TO ENGAGING IN THE NEXT DRAWINGS WAS OBTAINED FROM LIMI7ED VISUAL OBSERVATIONS. NQT SHOWN AIUST BE SUBMITTED TO THE DESIGN PROFESSIONAL PHASE OF THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL OF RECORD FOR APPftOVAL. THE STRUCTURAL OBSERVATION REPORTS TO THE CITY. ABBREVIATIONS NOTIFY THE STRUCTURAI ENG�NEER OF RECORD OF ALL EXCEPTIONS AND B•ROUGHENED CONSTRUCTION JOINTS(R.C.J.} WHERE NOTED ON . PRIOR TO PLACING CONCRETE IT IS RE4UIRED THAT RECEIVE�IRECTION PRIOR TO PROCEEDING WITH THE WORK IN�UESTION. DRAWINCS R.C.J.ROUGHEN JOINT 70 MINIMUM 1/4 INCH AMPLITUDE: ELEMENT STRUCTURA!ENGiNEERS,INC.OBSERVE THE FOLLOWING: & AND J.H. JOIS7 HANGER 3. DEMOLITION: THE REMOVAL,CUTTING,DRILLIN6.ETC.OF EXISTING 12.INTERIOR SLAB ON GRADE: t.PIER CAGE,REINFORCING FOR ALL PIERS 9 A7 WORK SHALL BE PERFORMED WITH GREA7 CARE AND WITH APPROPRIATE A.UO NOT ALLOW WATER TO COlLECT ON OR AROUND BUILDING PAD. 2.RETAINiNG WACL REINFORCING A.B. ANCHOR BOLT K.D.D.F. KILN DRIED UOUGLAD FlR TOOLS IN ORDER TO N07 JEOPARDIZE 7HE STRUCTURAL INTEGRITY OF 8.INITIAL CURING:INITIAL CURING SHALL IMMEDIATELY FOLLOW THE 3.MAT SLAB REENFORCING ANd pNCHORAGES ARCH. pRCHITECTURAL THE BUILDING.SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DEMOLITION. 4.STAIR REINFORCING LONG. LONGITUDINAL FlNISHING OPERATION.CONCRETE SHALL BE KEPT CONTINUOUSLY 8L�6. BUILDING L.V.F. LOW-VELOCITY FASTENER MOIST AT LEAST OVERNIGHT. BLK'G. BLOCKING MAX. MAXIMUM C.FlNAL CURING: IMMEDIATELY fOLLOWING THE INITIAL CURING AND BM. BEAM M.B. MACHINE 80LTS(UNFINISHED) 6EOTECHNICAL CPoTERIA: BEFORE THE CONCRETE HAS DRIED.SLABS TO RECEIVE MOISTURE CONiRACTOR SUBYITTALS: B.N. BOUN�ARY NAIL MIN. MINIMUM SENSkT�VE FLOORING MATERIALS TO BE CONTINUOUSLY CUREO FOR THE FOLLOWING IS A LiS7fNG OF REQt11RED ITEMS 70 BE SUBMIT7ED TO THE B.d.C. BOTTOM OF CONCRETE SHEEf WUAE: BASED ON THE PROVISIONS SET FORTH IN THE MURRAY ENGINEERS,INC. 7 DAYS BY WET COVERING OR MOISTURE RETAINING COVERING. STRUCFURA!ENGINEER OF RECOR�AND/OR ARCHITECT FOR REVIEW AND BOT. BOTTOM (N) NEW � GEOTECHNICAL REPORT PREPARED BY: LI4UId MEMBRANE CURING CdMP0UND5 SHALL N07 BE PERMITTED. COORDINATION PRIOR TO FABRtCATiON AND INSTALLATfON. N.S. NEAR SIDE S't'R�C��L REPORT# 987-iR1 D.INTERIOR SLABS SHAII RECEIVE A LIGHT BROOM FINISH U.O.N.,S.A.D. (TO BE PROVIDED fF MARKED} (� CENTER LINE NTS. NOT TO SCALE TOLERANCE SHALL BE t/8"IN 10'-0".EDGES SHALL BE SMOOTH C.B. CEILING BEAM O.C. ON CENTER 'TITLE SHEET �ATED FEBRUARY 26,2010 TROWEIED. sUennlrrn� cERTiFIca7E SHOP Cn�cs W/ C.G.S. CENTER OF GRAVITY OF OPP. OPPOSITE DRAWINGS ENG.STAMP POST-TENSIONING SUPPLEMENTAL REPORT*1 987-1L3,DATED:DEC.it.2014 73. ALL CONCRETE TO BE REINFORCE�UNLESS SPECIFICALLY MARKED STRAND (� pLATE SUPPLEMENTAL REPORT*2 987-iL4,DATED:JULY 22_2015 "NOT REINFORCED" CONCRETE MlX�ESIGN S C.J. CONTROL JOINT PLY. PLYWOOD CONCRETE REINFORCING STEEL � i CLR. CLEAR COVER P.T. PRESSURE TREATED 1 REINFORCENG STEEL COL. COLUMN p/T POST TENSIONING ALLOWABLE RETAINING WALL 45 pcf+3 psf PER EACH INCREASE CONC. CONCRETE REVISIONS 6Y EOUIVALENT FLU�D PRESSURE: OF 4 DEGREE INCLINATION 1. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH ACI 315 CONT. CONTINUOUS R.C.J. ROUGHENED CONSTRUCTION Q p��{�SUBNf[Tpl TNF/HL AND ACI 3t8. JOfNT it-3�-20F5 LATERAL CREEP: 85 pcf DBL. DOUBLE REINF. REINFORCEMENT 2 REINFORCING STEEL SHALL BE AS FOLLOWS: PASSIVE PRESSURE: 350 cf DBO. DRAWING BY OTHER REQD. REQUIRED Q PtAN CHEp(REVIStONS TNF P D.C. DEMAND CRtTICAL RTU ROOF TOP UNIT � 65-24-2016 HL BAR 7YPE GRADE D.F. DOUGLAS FIR S.A.D. SEE ARCHITECTURAL DRAWINGS �CHECK REV4S�N 2 TNF ALIOWABLE SKIN FRICTION: 500 psf #4 BARS AND SMAlLER ASTM A615 GR.40 DWG. DRAWING S.C.D. SEE CIVIL DRAWINGS ��-Ot-213t6 HL �5 BARS AND SMAILER ASTM A615 GR.60 (E) EXISTING SCHED. SCHEDULE � THE GEOTECHNICAL ASPECTS OF THE CONSTRUCTION;INCLU�ING SITE GRADING, WEIDED BARS ASTM A706 EA. EACH S.D.8.0. SEE DRAWINGS BY OTHERS FOUNDATION EXCAVATIONS,RETAINING WALL CONSTRUCTION,INSTALLATION OF 71E WIRES AND SPfRACS ASTM A82 EL. ELEVATION SIM. SIMILAR Q RETAINING WALL BACKORAINS AN�BACKFlLL,AND SURFACE DRAINAGE WELDED WtRE FABRIC ASTM A185 E.N. EOGE NAIL S.J. SEISMIC JOINT INSTALLATION SHOULD BE PERFORMED IN ACCORDANCE WITH THE E.Q. EQUAL S,L.R.S. SEISMIC LOAD RESISTfNG RECOMMENDATIONS PRESENTED IN THE SUPPLEMENTAL LETTERS PREPARED BY MECHANICAL 6AR SPLfCE BAR LOCK OR E.W. EACH WAY SYSYEM MURRAY ENGINEERS,INC.DATED DECEMBER 11,2014 AND JULY 22,2015. APPROVED EOUAL EXT. EXTERIOR S.L.D. SEE LANDSCAPE DRAWINGS MURRAY ENGINEERS,INC.SHOULD BE PROVIDED AT LEAST 48 HOURS ADVANCE S M D SEE MECHANIC L DRAWMGS NOTIFlCATfON(650-559-9980)OF GEOTECHNICAL ASPECTS Of THE - ' `' �;� ��J�,�-PJ6-"�'r�`��G.d �'!'^"6.'/� '� FlNISH ATtON SPEC. SPECIFICATION A CONSTRUC710N AND SHdULD BE PRESEN7 TO OBSERVE THE FOUNDATI�N, 3. DO NOT FIELD BEND OR STRAIGHTEN IN ANY MANNER THAT WILL ' � QAMAGE REINFORCING. __- - FLOOR SQ. SQUARE DRAWN: 6PF/JAYV GRADMG,AND DRAINAGE INSTALLATION PHASES OF THE PROJECL � �� -V -'-"" SYM. SYMMETWCAL � `� - F.O.C. FACE OF CONCRETE CHECKED: 1NF/HL 4. PROVIOE SPUCES IN REINFORCING ONLY WHERE SHOWN ON ORAWINGS OR ` � ��--� � • � !��--�-`�'� F.d.S. FACE OF STU� Tk8 TOP AND BOTTOM APPROVED lN WRITING BY PROFESSIONAL OF RECORO. y 5. WEEDING TO CONFORA4 7Q AWS Dt.4. f ! /� %��-/{>,� �� F.S. FAR SIDE T&G TONGUE AND GROOVE , , / [(j� FTG. F0071NG T.D. 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"' ' �-:. i. .i 1 PEAN Clfpf REMSION 2 !`.'i '.f` ,� ' ..',.• % `i ' :•. ti' _ •�� •,•' t. _i � . �OB-OI-IQt6 � .� '`.' .,. � .'. • •.: .�. :.. + ' �. ... . �' .. s`" r�. , .� +, ;... t. ..... . : •.' •; •�'�� . . _ . ../:._� ' ' 'y • � . • , . •. .• '4•. ..� . � Q ' '�� ...�� . .� • ".. ..�� %� '.'.. ''. :.• �'J STITCH PIERS ,.,. ' . '• �.��` :.,:.- SEE DET.3/S5.4 � . •, •:. :*'� •• �' _ a•t � o DRAfRk GPF/,1�1 d ' (�ICED: 1}F/FIL � QATE 71/�0/13 ° n SCJILE: AS 5l101MN JOB Ilo� ESE/2225 SFIEEf No.: 12 STtTCH PIERS AT MAT 3LAB AND CONCRETE 8ETPS 3 STiTCH PIERS AT MAT SLAB S 5.5 vz-_r-w AND RETAININO WALL ,�z•_,•_o- S�E15 N SET 2 T��:aEr�wwnro w�u.scHEou� Ti+e�z:�ecH�ro Fr cr��o�cu�o RETAINING WALL SCHE�ULE PIER dc GRA�E BEAM SCHEOULE BACK OF THE WALL ELEYATION,S.C.D. M�• RETAINING TOTAL GRADE WALL PIER de MAX PIER PIER GRADE GRADE V-OITCH FOR ORAINAGE WA�� WAtL HEIGHT �� THICK- WALL VERT.REINF. WALL HORIZ REINf. GRA�E BEAM WALL P�ER PIER PIER VERT. SPIRAL BEAM BEAM CONTROL S.C.O. E1GHT pBOVE pEpTH NESS REQ• EIGH DIA. DEPTH SPACING REINF. TIE DEPTH WIOTH (t) GRADE BEAM 2 #4 AT 1'-0°O.C. �4 AT t'-0'O.C. SLOPE VARIES, T.O.WALL ELEVATION 5'-0' 3'-0" 7-0' 8' S'-0" 1B' 9'-0° 6'-0" 6-'f5 3 SPIRAL W/ 2'-0" 2'-0" S.C.D. 2 �'..:.� S.C.D. ��,�� AT CENTER OF WALL AT CENTER OF WALL � X. � �i � �4 AT 1'-0"O.C. �4 AT t'-0'O.C. 6'-0" 1B' 11-0" 6'-0" 6-*5 3'PITCH 2'-0° 2'-0" � D 6'-0" 4'-0" 2�-0� 8� AT CENTER OF WALL AT CENTER Of WALL SEE WER& 7'_p" 18' 12'-0" 6'-0" 10-#5 7-0" 2�-0" � � �5 AT t'-0"O.C. �4 AT P-0'O.C. GRADE BEAM SPIRAL W/ � • 7'-0" 5-0" 2'-0' 8" SCHEDULE g'-0" 18° 13'-0" 6'-0" 10-#5 3"PITCH 2'-p" 2'-0" . ��\��0��JJS V AT CENTER OP WALL AT CENTER OF WALL 8'-0° 6'-0" 2'-0' 8� qT�C NTER OF�ALL AT C NTER OF WALL NOTES: N BACKfILLESHOU DF � ��_p• �T ��j 2 z CONSIST OF NATIVE ^ SLILVATOlUi CARUSO 1. PIER DEPTH SPECIFIEO TO BE fOUNDEO INTO WEATHERED BEDROCK OR W SOIL,WHICH SHOULD �f" � DESIGN CORPORATION OLDER AILUVIAL FAN OEPOSITS IN ACCORDANCE WITH GEOTECHNICAL z BE COMPACTEu IN r �� ' N07ES: � � • .'� RECOMMENDATIONS. Z ACCORDANCE WITH � j";• .y VERT.WALL REINF. 1. MAXIMUM WALL HEIGHT INCLUDE RETAINING WALL NEIGHT AND OEPTH W GEOTECH REPORT i i •. � PER SCHEOULE, OF GRADE BEAM 2. DRAIN SYSTEM:CONSIST OF OPEN GRADED GRAYEL ENCASED IN A � � , : 980 EL CAMINO REAL,#200,$A�TA CLARA,CA 95050 FILTER FABRIC SUCH AS MIRAFI 140N PER GEOTECHNICAL REPORT � 2 � o � ;. ,�" SEE DET.7/- TEL.No.(408)998-4087 • FAX.No.(408)998-4088 RECOMMENDATION. �.' CRUSHED ROCK �� .,'. ALT.HOOKS �G 3. RETAINING WALL AND POUNDATION GEOTECHNICAL DESIGN CRITERIA: W COMPACTED � �.,,: Ho�• � (FOR ADOITIONAL CWTERIA SEE SHEET 51.0) � : i � � .. a', Z CONSULTANT: A.STRENGTH fc=3,000 psi AT 28 DAYS. m MIRADRAIN MAY BE _� �'� HORIZ.REINF. o a B.PASSIYE PRESSURE:,�.Q pcf. 3 USE�.AS APPROVED � �;.. ' pER SCHEDULE, a o C.EOUIVALENT FLUID PRESSURE:§.¢pcf w BY PROJECT • � °S�a� __ � (A C T I V E P R E S S U R E(4 5 p c f+2 5 d e g r e e i n c l f n a t i o n) � W G E O T E C H.E N G R.--T�� `:': �.a SEE 7/- _� e l e m e n t D.SKIN FRICTION: �.QQ paf � � =� i,.� .� —� structural engineers,inc. 4• PIERS FOR SITE RETAINING WALL SHALL BE EMBEO INTO THE w � , �4f$'oR . c�w W W '- ' a• 'e• WALL THICKNESS W UNDERLYING BEDROCK AT lEAST 8'-0"OR 70 A DEPTH INTO THE N °J�' SUPPORTIVE MATERIAL EQUAI TO 1.5 TIMES THE HEIGHT Of THE W W DRAIN SYSTEM � o sd0 • „�,z 39675 Cedar Blvd.,Suite 295C � o i;.� �� SEE7/- �o RETAINING WAII OR PIER OEPTH PER SCHEDULE,WHICHEVER IS � < �.,.. Newark,California 94560 DEEPER PER GEOTECH REPORT. W � �y Tel:510.573.1557 _ `��ep �' W eFax:973.924.0663 F�EAR SITE RETAINING WALL SCHEDULE/NOTES " ' ��'' '��• "' 7 o i � • .: www.elementse.com � m � � �. FACE OF TNE WALI a � � � .� ��: ELEVA?ION,S.C.D. � � 4'PERFORATED PoDGE PIPE,i �' I (E)EXISTING ofE sioN,� w = SCHEDULE 40 OR SOR 35 �� i J J �EQUIVALENi)SLOPE MIN. � � , 1/2"EXPANSIVE BLD�G.LiNE � y � a 1X TO DRA�N(PERFORATION� �: MATERIAL,S.C.D. "' N0.555J6 = ; 3 OOWN)S.C.D.FOR OUTLETSi � . R.C.J. � � Z AND UISSIPATORS PIPE � , i : S.O.G.OR AC PAVING � z Z MAY BE LEVEL FOR ' g e j • PER PLAN,S.A.D.,S.C.D. ic� rRUC'S V�P 3 �a •�"a a .� SHORT DISiANCE i. ;' � 4 oQ`' F W 1 o$i. .Q�. �a.. :. . . •..'� 4„ . q; CA PIER BEYOND • . � e" oe-Oi-2ots w � i a.' � d' E �• . �� _ . •. , . ''+� SIGNED DATE: •, _ �'� � 1 I ', •.a. . 1. .:• ' . .' .l� ,� �O�1 . '_6� a ; °; 't 1 u•Y. � W 'a'. .Q.� PIIWLI�I: ...'• " � � < ��-0' � • . •.°�, •�.�:;. •� S.C.U. �4 AT 1'-0"O.C. t° � � *4 STIRRUPS `4••� ; . . SUBGRADE PER � . , + '�,' a • c 2-$4 HORIZ BA�� o W AT 6"O.C. �<•' GEOTECH.REPORT Our Lady of �:};.:ay''• / .a'' Ci TYP. rn . 4-#5 CONT.AT TOP \ "� A . vi �,� +. �'4 ADD�L.�5 AT MID � � Santa Clara 2 �i� � �' \ J — � UEPTH.EACH FACE o �. 22825 SAN JUAN ROAD .<.� �: : � . ' w ¢ : 4-�5 CONT. 6-DOWELS 0 MATCH VERT. '° =' e:• . '� 'O''�''�s czi cJ� "a • � W/STD.HOOK Z � �F A a a�rr. CUPERTINO,CA95014 EXTEND INTO TOP Of . � GRADE BEAM °, - -a'�. ' a .'a : ' ' - .� , e •� _ � � fENERAL NOTES: A PLAN VIEW � . � SUPPORTIVE _ •.a i.nes snar s r,�ar o�e sEr a s wor m e�usm uag. y� MATERIAL PER z nes sx¢t s�ror Fnrt�u�tt n�utcx�rcYs sru� nrt � ° � GEOTECH. y z= PROVIDE SONOTUBE WITHIN ��N�� •:� ENGINEER FIELU Q,�, �a APPROXIMA7ELY 2 FT 3.l�E PUNS R MtPltS ARE qNSD BY 1NE NtqtlfECT 4!AE FOR USE <<. � ON 1H6 PRQECf Or1Y.AEPROd1C1MIN MID/dt D6ifdBIIfION tlfHdlf VERIFICATION n. PER GEOTECH REPORT C ' . F N . 3" 1Fff NRIfTEN COt6ENf OF TIE ARCHfECf 6 fOR90DEN. .4� 'e � - �o F 3 •..CL. /.�PiRIGNf 6 B!SLLVAlOAE CWU50 OESIpI WAP. N W t� � K , a. � W :�e'• e n a A�, R.C.J. ' - p' z ' e - e. O a • . . � W .. q." .6 *4 STIRRUP a:. '��: - '';. ? .t � . ; AT 6"O.C. ` _ . �a.�, �q,�• V , �' GRADE BEAM WIDTH � 3'TYP. u' � , a PER SCHEDULE 7- n �' °' � 2 o r�' c ..n.. f SHEET WUAE: 4-�5 w W d. ADD'L ( I PIER BEYOND Q a. a - �� ;� CONCRETE 2-�5 EA.FACE � � '' :. �' o - �.;: DEI'AILS � � I � N � �"d d VERT.PIER REINF., � t' "�o SEE SCHEDULE 7/- VS .q %- � • ' SPIRAL PER �""'� J �' �o • , SCHEDULE ON 7/- REVISIONS BY �3 SPIRAL PIER OIA. � ` �a W 3'PITCH Q PQtlAfT SUBMITfAI TNF/HL � � PER SCHEOULE 7/- 11-3�-20i5 J � �' " �OS-24-2EQ 6 REVISIONS HL � i J o ��_ . �PLAN CHECK REVISION 2 TNf 4,..� � . OS-Di-2016 HL . Z a'..'..'.: �� ,�:• Q e, ' �4 AT 1'-0'O.C. �a � �• PIER BEYONO �O •`°•.� �%;' . 2-�4 TYP. o ',' '', Q n �5 AT t'-0°6.C. - •" � " .. . �a � �=� L: 'e•. ... ; " ::. : o-� :;F - , . - ,.�` , � �,/b "�.- .;. ':e'.`.- :'. .. :a'E � GRADE BEAM REINF. �... '� . �,• .. �_ _ .I�� _! �.- � ��..- " • •' ' NOT SHOWN FOR CLARITY .� �'� - ' —" ' ��7r � ___ - DR4WN: GPF/JAW � . .: �'�' _._�.. � � � � ' " �` L- 7 . . ' ..�_' ' ! �, c � ��.. .......3 u v�:9 i ,, ,�` /. ., .1 (_r � . : ' ',,i . �' - �''- � � -. :. a . �" � . / � 3 �� CHEC TN�H '-;- , ' ... : '-� 1 �~/ . j.^. , . : ` < ,: a.. - . '' -.., ,. J� `;:.. ' � � _ KED: F L ., . , � DOWEL TO MATCN VERT. ;, :�, `' . �" � _-,: - � DATE; 91/30/15 .. .. . .-,_ � - . ' q•. . 1 [ - -- .____ .. '� PIER REINF,W�STD.HOOK : "' - �� EXTEND INTO TOP OF ' ' __.,, 6RADE BEAM " SCALE: AS SHOWN � f . ...-,. � , . • i'. ,. =; _ i JOB No.: ESE�2225 ._.....�.. �.-:_ _ �` -" SHEEf No.: � � A � ._..., 1.. � PIER UNQER NEW COWCRETE STAIR � R�R SITE RETAlNING WALL -� L;<��"`��f'`` S�.� �2 �-_�•_m- �-=t�—a� SHEEfS IN SEf 2 KEY MAP SCALE:1•=so� KIER$WRIGHT GRADING PLAN NOTES YICINITY MAP ,�T�� CJ� 1. ALL GRADING SHAL�BE DONE IN ACCORDANCE WITH RECOMMENDATIONS IN THE SOIL AND O � FOUNDATION INVESTIGATION PREPARED FOR THIS SRE BY MURRAY ENGINEERS,INC.,DATED r` ,� DECEMBER 71,2014,PROJECT NO.987-1L3. � ��- �� O O � 2. COMPACTION TO BE DETERMINED USING ASTM D7557-LATEST EDITION. � � -- -------- � � _..._ . �'r� �'r �. � - � �,,,� ' �.� � �� / 3. THE TVPES,LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHONM , ,'� . .,. �� `� ` ` � �`� ��""" �--- ON THE�MPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYWG RELIABILITY.THE � ��'1� ��, � ��, �� .� � ..y,� �� CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES,EXTENT, �� "'.-' n�r i"'�"'�^-�-...' ,� ._"• ' • � �� ., '�+`�'°��w�.�� .�.. �+,:-'�' "^ � ''� ��' � B EN MADE TO OCA E AND DELWEATE ALL KNOWN UNDERGROUND(UTIUT ES.HBOWEVER THE S • . � ._.� . ..,_.. -� _ .._.._ �.... �- � � "' � ' " � ' � f`"" '^�;,�'''�� • SSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE � ,. ,.'�. . ..��' ,:. ....... , .,. .. . ., ��-�. ---�--- .,,, �.�._,.„-" �-: DELINEA TON OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED,BUT WHICN ARE • ./ ..._ . .--......_..._._._ ..�,-' ..`_ . ... .,...,, �� n, ,... � ,�,.^,'. NOTISHOWN ON THESE DRAWINGS. `,. / ... ....... ......._. .._ i • / i/ .� , � ... , � F � � '.""" `�� _ NORTH � .% � i�/� '��"-"'-�1 �.�"'--�`` � �-^�j � 4. SHOULD DISCREPANCIES EXIST BETWEEN THE ACTUAL ELEVATIONS AND LOCATIONS OF EXISTING � / � ..�--'.."'--.-._...-_ �,� _""_'"'_"^--„� �• � � � � � UT1l1TY CONNECTIONS AND THOSE AS SHOWN ON THESE PLANS,THE CON7RACTOR SHALL NOTIFY ` � ,_.------ �.,,;_ �"�"`�-., \ KIER 8 WRIGHT CIVIL ENGINEERS AND SURVEYORS,INC.,AT(408)727-6665 BEFORE ADJUSTING ♦ � �.�,',�_ : ___��-_ _...�_ - _.,� �..,----� �'� ` � � �� i. unuTvoesicN. `�'� SALVATORE CARUSO �''�� /� � "'^---- ��-"- "`'^ ��' ' -�'�� 5. STORM DRAIN PIPES DESIGNATED AS'SD fROM 4'TO 24'IN DIAMETER SHALL BE SDR-35 P.V.C. ♦ T �' i --'_-_.�"�,� // ` , / i--- 1 /' \ Rr ,��/ j �/ ��,,,�,__� '--�--� � "� � �; ra (HANCOR SURE-LOK WT PIPE OR APPROVED EQUAL),CIASS HOPE SMOOTH INTERIOR PIPE PER ASTM DES I C 1u ORATION ;� ;,._-__._._ ,..._.--- '\,, \ ^'��__, ��„ ,, � �,__/�� _._ . D3212 HANCOR SURE-LOK WT PIPE OR APPROVED EQUAL)OR DUCTILE IRON PIPE D.I.P.),IF 9 W O -----.. t i- 80 EL CAMGN AL,O ,SANTA CLARA,CA 9505 ��:,�'� �"'�--_.�_,,,,,,. .- � ~`�., � '��. - ` -"� �� - ,'�� 1 � �� SPECIFIED ON PLANS.NO MATERIAL SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE.ANY TEL.No.(408)998-4081•FAX.No.(408)998-4088 ,� l �� ,.� ,,%" �....__, �,. ,� ---�--��-.�,.._. �� ,, PIPES LARGER THAN 24"IN DIAMETER SHALL BE CLASS 111 REINFORCED CONCRETE PIPE(R.C.P.). ��j�� /� -'� .-'' �--� �' - � HOPE AND P.V.C.PIPE SHALL ONLY BE USED WHEN THE MANUFACTURER RECOMMENDATION �' � � �� '��"�� WORK AREA � � REQUIREMENTS ARE MET.PIPE MADE OF ANY OTHER MATERIAL MAY BE USED ONLY AFTER BENCHMARK ='�� , � � � ` � 1 APPROVAI Of THE ENGINEER. -�� , � . � �� ... '� �._ :� - C�.T�: �� ' �" '• � �� / 6. ALL UTIIITY STRUCTURES INCLUDING,BUT NOT LIMRED TO MANHOLES,CATChi BASINS,WATER TBM;NAIL IN PAVEMENT LOCATED IN ACCESS DRIVEWAY TO 22840 MERCEDES ROAD. �' .-�, t� '. . �� VALVES,FIRE HYDRANTS,TELEPHONE AND ELECTRIC VAULTS AND PULL BOXES THAT UE WITHIN ELEVATION: 500.00'(ASSUMED) k ��/ � �� ,` � �� AREAS EFFECTED BY WORK ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR �� - '� � OR THE RESPECTIVE UTILITY COMPANY.THE CONTRACTOR IS RESPONSIBLE TO AFFECT W 1 ^� ,r�� // � � � COORDINATION. / � � �/ , �� 7. ALl AREAS TO BE GRADED AT 1%MINIMUM FOR DRAINAGE. � --- " -•� KIER&WRIGHT � � �� NORTH 8. CONTRACTORSHALLGRADEEVENLYBETWEENSPOTELEVATIONSSHOWN. � � CIVIL ENGINEERS&SURVEYORS,INC. 9. PROPOSED SPOT GRADES(ELEVATIONS)SHOWN HEREON ARE FINISHED PAVEMENT GRADES,NOT " � 3350 Scott eoulevard,eWlding 22 `� "� r-� TOP Of CURB GRADES,UNLESS NOTED OTHERWISE. 5��408)727 6665 95054 ��• Fax(408)727 5641 ^r,��^^^^^^^�..�a,!,f.r,^�^^^�^^^^^ 2 10. ESTIMATED EARTHWORK QUANTITIES:EARTHWORK WANTITIES SHOWN QF ANY),OR OTHERWISE � � ` SUPPLIE�BV KIER 8 WRIGHT,ARE APPROXIMATE ONLY AND SHOWN FOR THE PURPOSES OF � LEG EN D �CITY OF CUPERTINO GRADING&DRAINAGE NOTES / CALCULATING GRADING PERMIT FEES.KIER 8 WRIGHT ASSUMES NO LIABILITY FOR THE ACCURACY ' """� � "'""� y OF THESE QUANTITIES. /"�. �P� '�� 1 ALL G IN�MI RD EI�ATED Dwvw GE WORYC 13`SUBJ J C T�OBSERVArYoN BY HT E CITY.PERMITTEE OR REPRESENTATIVE SHALI NOTIFV 11. WHEN A GRADING PERMIT IS ISSUED ON TH�S PROJECT THE AGENCY APPROVAL APPLIES ONLY TO THE CITY Of CUPERTINO DEPARTMENT OF PUBLIC WORKS PROJECT INSPECTOR AT LEAST TWO WORKING�AYS BEFORE START OF ANY GRADING.THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL OTHER NECESSARY PERMITS TO - PROPERTY LINE �_ GRADING. ACCOMPLISH PROPOSED SITE WORK.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR ' • OBTAIN ALL NECESSARY UNDERGROUND PERMITS BEFORE ROUGH GRADING THE SITE,AS �H°°°� ADJACENT PROPERTY LINE _.. TELEPHONE NO.(408)7773104 REVISIONS TO UN�ERGROUND FACILRIES MANDATED BY PLAN CHECKING AGENCIES MAY �� . SUBSTANTIAILY EFFECT CaRADING INCLUDING FINISHEO FLOOR ELEVATIONS. ' CENTERUNE - 2, qppROVAL OF THIS PLAN APPLIES ONLY TO(A)THE EXCAVATION,PLACEMENT,AND COMPACTION OF NATURAL EARTN MATERVILS,(B)THE ��W �� INSTALLATION OF ONSITE(I.E.PRIVATE PROPERTY)STORM WATER CONVEYANCE AND TREATMENT FAGLITIES THAT ARE OUTSIDE OF THE 12• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPUCABLE O.S.HA.REGULATIONS. �•"1°t1°�y��+""��""�r'ry`�'+�"'••�"��•Rr"�'�"� EASEMENT - - - - - - - .w�a�r.r�aardcr.sern�ra.b�v+se�..�4r.4�aar.a��r+ OUR LADY OF 5-FOOT BUILDING ENVELOPE,AND(C)THE INSTALLATION OF RETAINING STRUCTURES THAT ARE INDEPENDENT OF ANY BUILDING tl��.i�rda.�...d�6i.ut�c.►...�.�Io.K BUILDING LINE .. . � . .......:,._�,. STRUCTURE(SEE NOTE 3 BELOW).THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE 13. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAIIY ACCEPTED s�n�..w.ada++arp.pd.r�.�ar.drwa.��wp..ra.rk�..r..r.q.rr PRIVATE PROPERTY OF OTHERS.APPROVAL OF THIS PLAN AL50 DOES NOT CONSTITUTE APPROVAL OF ANY IMPROVEMENTS WITH THE CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE �`�'�'� � FOUND MONUMENT A$NOTED EXCEPTION OF THOSE LISTED ABOVE.PROPOSED IMPROVEMEN7S,WI7H THE EXCEPTION OF THOSE LISTED ABOVE,ARE SUBJECT TO AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF x�R�sdrr�t�q�t�,dvyaa4rrue...`.MrdruM�ub�m.w.�w.ppp SANTA CLARA • �arr...e��r+�barr�eW�r..�..rr..rs+wa�l�r�r+�pA+rsrm REVIEW AND APPROVAL BY THE RESPONSIBLE AUTHORITIES AND ALL OTHER REQUIRED PERMRS SHALL BE OBTAINED. CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT THIS t.wr.�y.r. BENCHMARK y�- REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL tbw.el+�rspbld�dlpreMY�W�Jrrsil�4`.I�e��.�K 3. UNLESS OTHERWISE NOTED ON THE PLAN,ANY OEPICTION OF A REiA1NING STRUCTURE SHALL NOT CONSTITUTE APPROVAL FOR WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY s�+e�i...�.rar�r.db��tuer��r.ue.��.Y.or�.�rw+6+ocr.�ay ELECTROl1ER �� CONSTRUCTION OF THE RETAINING STRUCTURE UNLESS A SEPARATE STRUCTURAL REVIEW BY CITY IS COMPLETED AND APPROVED. �1D HOLD DESIGN PROFESSIONAL HARMLESS FROM ANV AND ALL LIABILITY,REAL OR ALLEGED,IN ��b�`�a'��.w�itir��„�i.�.rr�i..��r.r�i..�i�q��q..e.�i�rY� 22825 SAN JUAN ROAD CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LL4BILITY ARISING ar.riry.ro�.s�r.r`.rwm.fr�r�rar.r.r�.r.++.r�+�a.ra.�Q CUPERTINO,CALIFORNIA 95014 FIRE HYDRANT ._, FROM TFiE SOLE NEGUGENCE OF DESIGN PROFESSIONAL. �.rem+.o�.+..arue.�.ra[rmrumrarqprr�r 4. IT SHALL BE THE RESPONSIB�IITV OF THE PERMITTEE OR AGENT TO IDENTIFY,LOCATE AND PROTECT ALL UNDERGRWND FACWTIES. �,y,y��y��;N,�,r��,p V,yr�a��y,�y,�y��;�w�� MANHOLE �r��+.e.rsr.a�.s��.r...r.m.rr�uo..�r.�.er�r. GA$METER 5. TME PERMITTEE OR AGENT SHALL MAINTAIN TME STREETS,SIDEWALKS AND ALL OTHER PUBLIC RIGHTSOF-WAY IN A CLEAN,SAFE AND ;b��'�"+��q�� USABLE CONOITION AT ALl TIMES.SPILLS OF SOIL,ROCK OR CONSTRUCT70N DEBRIS SHALL BE IMMEDIATELV REMOVED FROM THE �`��0�N0�'��°��'�"��t��"W rabrr�rs�wr�r UTILITY POLE w CUBLICLY OWNED PROPER7Y.APPROVED PROTECTNE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE PROVIDED TO �a�,y��„��yg�„��y,�r��W��„4��,� PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL OR DIVERTED FLOWS BOTH DURING AND AFTER ALL PHASES OF ra.�ror.bw�wrus�..d�w�rm.�.s..e..�.r, VALVE � CONSTRUCTION. t�oro...n.�.ra�.+uro..r.rrr�rrrarrwr.n.ti�wu..r.r��.rrr. raW�do��w1YM��la��Y�. AREA DRAIN • " �� 8. ALL GRADING SHALI BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE REQUIREMENTSlWD STANDARDS ESTABIJSHED BY THE r'W��'��yb��+�r��~��-f CLEAN OUT . BAY AREA AIR DUALITY MANAGEMENT DISTRICT FOR AIRBORNE PART�CULATES. ��ti�v��+��b•��►e4�i��Id��W.i.��i.ifVdB�. _ �--� .�r.+w��ar...r�..r.�u..�tr�y.w.a..r...rur�.w NON-PAVED PAVED Z µµ��,�.r,a,.y,�,�`,d,irr�ar��.r.o,r'..rr`rrrrws.ao...a WATER METER �. 7. THIS PROJECT SHALL COMPLY WITH THE PREVENTION OF FLOOD DAMAGE AS STATED IN CHAPTER 76.520F THE CUPERTINO MUNICIPAL "�'� "�'�"�'�'�'�'�'�'�"�'�'�'�'�"�^�^�"�"�'�'�'�'�'�'� '� FIRE DEPARTMENT CONNECTION CODE. _••_.._ n.C. � i�lYiKf�=iArAeR ) � �vsmena BACK FLOW VREVENTER B. ALL KNOWN WELL LOCATIONS ON THE SITE F1AVE BEEN SHOWN AND SUCH WELLS SHALL BE MAINTAINED OR ABANDONED ACCORDING TO q.g, �f aQ � � �� $IGN a CURRENT REGULATIONS ADMINISTERED BY THE SANTA CLARA VALLEY WATER DISTRICT.CALL(408)265-Z600 EXTENSION 2660 TO � Q�u ) my�� ppy�gy. �� µ ARRANGE FOR DISTRICT OBSERVATION OF ALL WELL ABANDONMENT. a LL U l SPA2IDARD DSJ'AB� �Z / ` TREE � BACKFILL PER � � � o �>Op � � � 9. IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND,ALL PROJECT-RELATED CONSTRUCTION SHOULD CEASE RECOMMENDATION$ ( (�,� QF / $P O T E L E V A T I O N «�L� . -- �� WITHIN A 100-FOOT RAD IUS.T H E C ON T R A C T O R S H A L L,P U R S U A N T T O S E C T I O N 7 0 5 0.5 O F T H E H E A L T H A N D S A F E T Y C O D E,A N D S E C T I O N ��O��p d�/�;�� S H E E T I N D E M � E��N,� O F S O I L S R E P O R T. � � oe Q �� DETAIL 5097.94 OF TNE PUBIIC RESOURCES CODE OF THE STATE OF CAUFORNIA,NOTIFY THE SANTA CLARA COUNTY CORONER IMMEDIATELY. w i,.w W LL � w� � DETAIICALLOUT - ( iaww aaWpaQ =g�d `� �� - SHEEf 1 0.T H I S P V W D O E S N O T A P P R O V E T H E R E M O V A L O F T R E E S.A P P R O P R I A T E T R E E R E M O V A L P E R M I T S A N D M E T H O D S O F T R E E P R E S E R V A T I O N I "'�� a V � �� y t CONTOUR d�.,Oqa �w0� u^�u s �� '"� SHOULD BE OBTAINED FROM THE CITI"S PLANNING DEPARTMENT AND THE CITY ARBORIST. � �>V »U m�j a -= C 1.O COVER SHEET xa u �a INDEXCONTOUR �--��S��r .--"---��5-��--� • �aim �az�z ��= C2.0 GRADINGPLAN 11.FOR NON-RESIDENTIAI PROJECTS,ANY NON-HAZARDOUS EXPORT RESULTWG FROM PROJECT RELATED EXCAVATION OR LAND CLEARING � � � -. �Z E'^ ��f � �QLL CZ.'I CROSS SECTIONS J+ • CURB -�-- ...� SHALL BE 100%REUSED AND RECYCLED PER CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION 5.408. -.�', - ^1 r " l� C�YI CLEAN SAND OR �-~ �-- - C3.O EROSION CONTROL PLAN 1� ,�� E FENCE -" R �"*�. " --... 12, AppROVAI OF THESE PLANS DOES NOT RELEASE THE CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTIONS OF MISTAKES,ERRORS, GRAVEL W/MAX. .. , �; CA.O CONSTRUCTION BEST MANAGEMENT PRACTICES �F CAI� ^ CONCRETE($TRUCTURE) ','t.�`.�!:�>�:-'='�. � � OR OMISSIONS CONTAINED THEREIN.IF,DURING TME COURSE OF CONSTRUCTION OF IMPROVEMENTS,PUBUC INTEREST REQUIRES A 7ARTICLE SIZE OF �y CS.O TOPOGRAPHIC SURVEY i.7 SEE STRUCTURAL DWGS MODIFICATION OFIOR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATIONS OR THESE IMPROVEMENTS PLANS,THE CITY �/Z�COMPACTED ENGINEER SHAIL HAVE THE AUTHOR�N TO RE�UIRE SUCH MODIfICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE TO 90%. " 4�TO 6" ��E' � CONCREfE($.O.GJ �..�� .' � SAME TO BE COMPLETED. --" _ BEDDING C ITY S I G NATU RE COVER �o SEE STRUCTURAL DWGS '�' �� 13. CIVIL ENGINEER INFORMATION AND STATEMENTS: � A. TNE CIVIL ENGINEER FOR THIS PROJECT IS:MARK KNUDSEN,KIER 6 WRIGHT,3350 SCOTT BlVO,BUILDING 22,SANTA CLARA,CA UMITS Of CONG �HE� � s505a,(4oe)727-ss65. CAP(IF REQUIRED) ' � � �� B. THIS ROUGH GRADING PLAN HAS BEEN PREPARED UNDER THE DIRECTION OF A LICENSED ENGINEER AND DESIGNED BASED ON THE APPROVED BY: � REfA1NING WALL RECOMMENDATIONS OF THE REFERENCED PROJECT GEOTECHNICAL REPORT. m C. THE PROJECT HAS BEEN DESIGNED TO COMPLY WITH THE EXCAVATION GRADING AND RETAINING WALLS REQUIREMENTS AS 4"MIN. EDGE OF PAVEMENT STATED IN CHAPTER 16.OB AND RESIDENTIAL HILLSIDE(RHS)20NES AS$TATEO IN CHAPTER 19.40 OF CUPERTINO MUNI CODE. 4'+25% � D. THE STORMWATER CONVEYANCE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE BUILDING AND PLUMBING O.D.MAX. � STORM DRAIN CODEE GRNEER EEN DESIGNED WITH ADEQUATE CAPACITY THROUGH HVDRAULIC CALCULATIONS PREPARED BY A REGISTERED * PIPE MATERIAL SPECIFICATIONS ARE AS FOLLOWS: TREE OR STUMP TO �� BE REMOVED �• 14, SOILS ENGINEER INFORMATION AND REQUIREMENTS: REVISIONS BY A THE SOIL ENGINEER FOR THIS PROJECT IS:MURRAY ENGINEERS,INC.,DATED DECEMBER 11.2014,PROJECi N0.987-1L3. lO PVC%PE PER ASTM 3034 SDR-35;J-M RING-TITE OR APPROVED EQUAL. RAIPH A. QUALLS,JR. RCE 22046 DATE /� � RIDGE �- B. THE GEOGRAPHICAL REPORT FOR THIS PROJECT IS�OUR LADY OF SANTA CLARA RETREAT CENTER-SITE IMPROVEMENTS,22840 EXP. 09-30-11 DIRECTOR OF PUBUC WORKS /� �� 'R'-� MERCEDES ROAD,CUPERTINO,CA&ANY ADDITIONAI ADDENDUMS. 2O HDPE($MOOTH INTERIOR)PIPE PER ASTM D321 2; C. ALL GRADING WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOGRAPHICAL REPORTANDIOR THE HANCOR$URE-LOK WT PIPE OR APPROVED EQUAL. � �/O'/'B PROJECT SOIL ENG W EER. � A B B R EV I ATI O N S D. LALl GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOIL ENGINEER.THE SOIL ENGINEER SHALL BE NOTIFIED AT N.T.S. '�'! ' REMOVED AND R F�ACED UNDER OBSER ATIONANY GRADING.UNOBSERVED AND/OR UNAPPROVED GRADING WORK SHALL BE o. AC ASPHALTICCONCRETE INV �NVERTELEVATION PIPE BEDDING DETAIL � � AD AREA DRAIN JB JUNCTION BOX 75. A POST CONSTRUCTION"FlNAL'REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL ENGINEER RETPJNED BY THE OWNER TO 08SERVE THE CONSTRUCTION STATWG INSTAIL GRATE FOR RCP ANG. ANGLE LIP LIP OF GUTTER A. 'TNAT THE CONSTRUCTION CONFORMS TO THE LINES AND GRADES ON THE APPROVED PLANS;'OR CENTRAL PRECAST CONCREfE,INC. 0 APN ASSESOR'S PARCEL NUMBER MIN MINIMUM B� CNIL ENGINEER SHA�LL SUBMIT AS RE ORD DRAWENG p�qNPROVED IN ADVANCE BY THE DEPARTMENT OF PUBLIC WORKS'AND THE (INSTALL$OLID LID FOR JUNC710N BOX) � BW BACK OF WALL O.R. OFFICIAL RECORD FINISH GRADE 1/8"ABOVE RIM � CB CATCH BASIN PCC PORTLAND CEMENT CONCREfE 16. A POST CONSTRUCTION"FINAL'REPORT IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A SOIL ENGINEER,AND ALSO FROM AN - _ ENGINEERING GEOLOGIST IF THE PROJECT IS IN A GEOLOGIC HAZARD ZONE,STATING: CMP CORRUGATED METAL PIPE P.U.E. PUBLIC UTILITY EASEMENT A. 'THAT THE ANTICIPATED CONDITIONS AND MATERIALS AND ACTUAL S�TE CONDITIONS AND MATERIALS WERE COMPATIBLE,'ANO GROUT(TO BE NEATLY POINTED COTG CLEAN OUT TO GRADE PT. POINT SUPPLY SUPPORTING DATA;OR AND WIPED INSIDE BASIN) B. 'THAT THE DESIGN WAS MODIFIED TO MEET THE NEW CONDITIONS AND WAS REVIEWEO AND APPROVED IN ADVANCE BV THE g DI DROP INLET PV PAVEMENT DEPARTMENT OF PUBLIC WOFKS:AND PROVIDE SUPPORTING DATA FOR THESE SiATEMENTS. '„� 8-1"WEEP HOIES EQUALLY$PACED EP EDGE OF PAVEMENT RCE REGISTERED CIVIL ENGINEER � � TO BE DRILLED AT TOP OF SUBGRADE �� EX. EXISTING RET. RETENTION 17. A TRANSPORTATION PERMIT(HAUL ROUTE PERMIT-CHAPTER 11.32 OF THE CUPERTINO MUNI CODE)ANO CONSTRUCTION MANAGEMENT jb"--j EARTHWORK QUANTITI ES , SCHEDULE IS RE�UIRED FOR ALL GRADING PROJECTS. 24'RCP SECTION �, �L FG fINISH GRADE RIM RIM EI.EVATION ��7; 1,031 CY FG@BW FINISH GRADE AT BACK OF WALL $.O.G. SLAB ON GRADE 18. GRADING WILL NOT BE ALLOWED BETWEEN OC70BER 15T AND APRII 30TH OF ANY YEAR WITHOUT EROSION CONTROL PLANS AND CLA55�A"PCC BASE FILL: Q �Y , QAlE: OS�YS�16 � MEASURES APPROVED BY TFiE DIRECTOR OF PUBIIC WORKS.STORMWATER POLLUTION PREVENTION MEASURES IN ACCORDANCE WITH . FG�FW FINISH GRADE�FACE OF WALL S.S.E. SANITARY SEWER EASEMENT GROUT(TO BE NEATLY POINTED E7cpORT: 1.031 CY CITY SPECIFICATIONS AND WITH THE DOCUMENT"CLEAN BAY BLUEPRINT'SHALL BE IMPLEMENTED THROUGHOUT THE YEAR TO THE AND WIPED INSIDE BASIN) � �� i FL FLOW LINE $D STORM DRAIN SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. � � DRAIN PIPE IMPORT: � CY � FNC FENCE SWL SWALE FW FACE OF WALL TC TOP OF CURB 19. A POSi CONSTRUCTION'AS-BUILT'PLAN IS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS FROM A CIVIL OR SOILS ENGINEER RETAINED NOTES: SEE GRADING PLAN NOTE No.10 ,IOB Np.: ApDOBp�-Q BY THE OWNER TO PROVIDE THE FINAL HOR120NTAL AND VERTICAL LOCATIONS OF THE IMPROVEMENTS APPROVED WITH THIS PLAN SUCH GB GRADE BREAK TOP TOP OF SLOPE AS SUBDRAINS,ON-SITE STORM WATER CONVEYANCE/WD TREATMENT SYSTEMS,AND ONSITE RETAINING STRUCTURES. �, � SFEET NO.: �^ GRN GROUND T.O.S. TOP OF STEP GROUT(1 PART CEMENT,2 PARTS SAND)SHALL BE USED TO SECURE BOTfOM SECTION OF PIPE �+ GV GAS VALVE TN TOP OF WALL TO BASE,TO FILL JOINTS AT PIPE SECTIONS,AND TO SECURE FRAME TO GROOVE AT TOP OF B�s�N. Know what's below. ��.0 Q HP HIGH POINT VG VALLEY GUTTER 2• ALL INLETS SHAIL BE STENCILED WITH THE PHRASE"NO DUMPING-FLOWS TO BAY.• CaI I 8��before you dig. _ HT HEIGHT WJ WITH N•T.S. :% I.P. IRON PIPE JUNCTION BOX 2 �,�� ., ..., ,. .� .., ... ,. �, ., . � . .�� . ..,..... ,..,.. \ 1. �. - ��, -' �,�'� .-.., .. ..........._..._-...._... � „.. ........ .., . . ,. �:. -, `'•-..,. �-' ....,. , .. . ', , . , .. 1 , �_. . ,, , . .., ..,�.,,.� 2� _ -.. ._--... � ` .11.'-' '�,i��, s ,. . ��, ��. .� '� � � ..� � � :� ; ., ,....... ... ...... ". � , . _ . _...._ , _.� ..............._ ,, ,, �, . . S,. � �� '-, f _ . _.' ' �.. �' , " , . , � ... .,.,.. "'., . . , _ . ' ,. �', , . \ , \ 1 1 �1 .: .... ,...., . . +, ',. " //. " .'.:i.�,s,,, �'. �. _....... ...,,. ` �"'.� � . 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I �� Z \�\ �� \ � I�- W � RECOMPACTED.CONSTRUCT NEW AC PAYING:2}�AC OYER 8�AB C L I I 1. T H E U N D E R G R O U N D F I R E P R O T E C T I O N S Y S T E M S H O W N O N T HIS D R A W I N G I S S C H E M A T I C AND �`� `� a ;�,, � � ��;^� � � �, ` \ � Q W c� IS NOT INTENDED TO BE AN INSTALLATION DRAWING.THIS DRAWING SHALL NOT BE USED AS � � � i � 0 095X REL CONP. A BASE SHEEf FOR SHOP DRAWINGS WITHOUT WRITTEN APPROVALOFTHE PREPARER. � i t -�✓ � � �+ , n .�� ` � (n �, � GRIND AND CONSTRUCT Y AC OVERLAY 2. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL PREPARE SHOP DRAWINGS t� ;� 1� + S / '�`�' ,.% ;��y' 3�t/�s i�Nf 1; f�'� � � � SHOWING AlL INFORMATION REQUIRED BY NFPA 13,24 AND THE LOCAL FIRE MARSHAL 1 ��''t �F� ! a�, � `4��'` �� ^ � � '�` j" � •.-::.-.=:::"t.. 3. SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHqL,THE RATING AGENCY - ---.. v ` \ �� 1� �,�t i,,. 1 D��- a `�"�:'��:_.--- CONCREfE(SfRUCTURE).SEE STRUCNRkL DWGS � � ' ,.,--��•�-��- AND THE ARCHITECT. � � . o � -......_.::<: �.�__ k� � F� _` � r ,� DRAFTER SV % � 4. THE UNDERGROUND FIRE PROTECTION SYSTEM INSTALLER SHALL OBTAIN ALL APPROVALS � ��.._. � -�`" �� ''` f�-�� z � �... ,. y ` �� "" ., - !.'e: ' . CONCRETE(S.O.G.?.SEE$TRUCTURAL DWGS PRIORTO STARTING WORK. �•., _ �e�= ` � � �� CHECKED: MRL Z . � . � _ ........ ::< < ...; 3 . -_ . a. � `^�-..,_,,.._ .1 t r\ � �t._' -.„_.+ ♦ .,'. . �T ��♦i`-P �,:.._){ � '.i"`� �_�g� p�_ S. G CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF COMPLIANCE OF THE SHOP � 4,., . y y p - ,-_�_ 1 y ,f � '_.._ ..{...7„ 1 �r*j�,�D `"y/F' ��,�'3I N.p S TO THE PLANS AND SPECIFICATIONS PRIOR TO SUBMITTAL � ...'.. �...�-.� -.,.:� ' S... ..�x `� -� ... 1.-�-✓'� '`-"-, --.-- 1�_.;: .�"+;-,.. DATE: 05�25�1fi 3 ., ,,,. �;-'��t .,`_J e'��. ��'��.�.-� ��✓ �,�"" '��_, � '_`__'�..�0+,�6. G�CONTRACTOR S RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND '- .._. .,..,... '�.,..\ f�� ,.a .* .....�7 .,�,'r.� r s.:'�.i ,�_ _ Fb � �,. az I v p .... ... .o- .�. y c,/' /�� .._. EQUIPMENT LOCATIONS.I `_; _. � ,,_ 'M ":��;�' - � „-;. :'�„� "d 3:� ' � _ ,-:a s SU9pp.t9t , . �,� a_� � SCALE: AS SHOWN � ° `-''`�'"' s �"`d'-` 7, pROVISiONS SHALL BE MADE IN THE SHOP DRAWINGS FOR MONITORING ALL VALVES AS ` -�'" -'� � -" �+- ' -` �' �_ JOB No.: A0906Q-2 o , /� , f� v��/'� �� REQUIRED BY THE LOCAL FIRE MARSHA�OM THE LO ``� \ �� `'�` HEEf No Q " (y,�� V �, :� _ _ .06 613 T6 .• - " �" � 8. CONTRACTOR MUST OBTAIN PERMIT FR CAL FIRE DEPAFTMENT PRIOR TO / i ..::��- +r � _.... ..._...._. .- �`, , �,.� '- - -....-. ._ ..-._..� ='_ '-._._._ . ..- . _.� ,.-:.�..=. ._ .._ ... U ,... .-.�._. t .. � . � r INSTALLATION. � � _ ..,� F; N t�- __._ f� V � � �_:�i:.,�.:..:� �..�� _., ; DEGR t0/SS.t P�ORPT6 COl�4FRIJCffttC .. �!.. % .i.._..:.. �.-�'" 'l...��:. WfFN SfRUCFURAE.Q� UEiER11R1E SF� ..... � ......_� � - . _....._.. � ■ , ..:,.�, J ,_, ... 6.".,,��.<,� ..._..�,. I .:. -..:.: ,--. .--'.-_ .'.:�_�..�� NAEi AlID BUItflMG FOtINE7�fRlG REFA�UNC _ . ,:.: :-.��: �.... -� . �" . '; ;l,..., FFI64IN65 _..::_ -.::__ ____ SHEEiS IFi SET � ��- �!�`. `��r r.- cuu�oiw.-sc��a�. t sraucruiu�cwos raR 630 ��t�� 630 630 630 630 630 -� ------- � ------ ------- — � --------- —�� --------- ---' � ------- �� \ 620 �. �� F�� 620 620 " �� 620 620 • �> 620 � ��\ ��\ p�,�� EX.CRAOE � � � �� \� OL�EL 11AL1 �� 1�TO IE NEYOYm `._T �\ 610 �� \ 610 610 � i��'� 610 610 � \\ 610 �i I I � �� II � ��, �� SALVATORE CARUSO soo soo soo �� `. soo soo i i soo DESIGN CORPORATION � a�•� _.�� 980 EL CAMINO REAL,N 200,SANTA CLARA,CA 95050 S ECT I O N A � �� TEL.No.(408)99&4081•fAX.No.(408)998-4088 SCALE H:1"=10' I I �� V:1"=10' �� SECTION B 590 SECTION C 590 �T�� k SCALE H:I"=10' V:1"=10' SCALE H:1"=10' W V:1"=10' . KIER&WRIGHT CIVIL ENGINEERS&SURVEYORS,INC. 3350 Xott BoulevarG,Bullding 22 Santa Clara,Califomla 95054 (408>727 6665 Fax(408)727 5641 � ��Ci��. 630 630 630 630 _� � �� - _ ___ - , _-______________ , ►,\ 'b ��' a�v a,s.a:voarr ' . � ' i� � � �' �r � s2o � szo s2o � .� s2o '�'�� aa�oc�� ¢z.c� �� • '�tt c--, •/- cow�cT�o wooR�w \ PROJECT: ;+r �.� sa sn�owas ��.\�,a� . -1 OUR LADY OF . s,o �\ s,o s,o _ s,o ... �:M ;� � � SANTA CLARA u'-,r so `. ' ' ��.� � ....... �� r-4•so � `. 4' ..,.� :��,;`.. xc sr�ucn� raMas �� 2 �� • 22825 SAN JUAN ROAD 600 - (t 600 600 �� 600 CUPERTINO,CALIFORNIA 95014 i1NISlI � �N i02A � �� srow oww tY pr- i I a.��ru�w ac�tr.wiut � �F�� oaaEct To aosnMc m�E I�ov[o I� 590 -�-.��--.-.--.--.--.-� ��lY CII_. .. 590� 590 � � �SECTION D} 5� `. s�m�ucru�au►wMcs ,�� SCALE H:1"=l0' (^��^^�� :1°=10� � SECTION E � L�-�-��-�-�--�� PCC G UTTER BEH I N D WALL � SCALE H:1"=10' ) � � V:1"=10' SCALE:H l"=1' � V I"=1' �-�.�,`-w`.w�� .. 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J � , ,` , ) . -54J .. ` 1_. � ., ... .... _ '1 t .. �`�... - . ... ... „.. -. .__..._... ......._. �` �,,_ _ „,-' i � � 0 10 20 30 _ .�` �. , e .._. _ � �,y. _� _ _.._ � ,_ _ + a a. ' j � # t _ _ a" �,,,, -_ - _ _ - . � !`,,�_._ �_ _. _ . __... i_ 1 �'.. ��,�� - `�� ` .� Scale t"=10 ft -__.. >;`- ....__ QROFESS/pN9 EROSION CONTROL NOTES ��'��K"U0''F�`��, y z 1. EROSION CONTROL FACILITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE AT THE �582 COMMENCEMENT OF CONSTRUCTION UNTIL INSTALLATION OF THE PERMANENT PROJECT LANDSCAPING AND PAVING. q/'qCF `r�',� �IVI 2. CHANGES TO THE EROSION CONTROL MEASURES INDICATED ON THESE PLANS AND DESCRBED HEREIN TO <�NCZC ON STRAW FIBER ROLL WRAPPED IN A TUBULAR BLACK �OF�p��E� ACCOMMODATE FIELD CONDITIONS MAY BE MADE ONLY WITH THE PRIOR APPROVAL Of OR ATTHE �NTp�Opf PLASTIC NETTING WITH A DIAMETER OF 8"-10". o, DIRECTION OF THE CITY ENGINEER. � RS DIRECTION 3/4"x 3/4"WOOD STAKE @ 4'O.C. � ,�� SHEEf NAME: ^ 3. A CONSTRUCfION ENTRANCE SHALL BE PROVIDED AT ANY POINT OF EGRE55 FROM THE SITE.THE .� 3/4"x 3/4"WOOD OF FLOW � CONSTRUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK(3"-5�IN DIAMEiER)AT LEAST �� STAKE @ 4�o.�. 3��M�N. EROSION '� TWELVE(7 2)INCHES THICK BY FIFTY(50)FEET LONG BY 7YVELVE(12)FEET WIDE AND SHALL BE MAINTAINED �� 5"MAX. fINISHED GRADE \ UNTILTHE SITE IS PAVED. �\��\ � �/ 8"-10"DIA FIBER ROLL /\ ` CONTROL PLAN �� `\ \��\ \�\/ \ � 4. SEDIMENT TRAPS SHALL BE CONSTRUCTED AROUND EACH STORM INLET AS INDICATED ON THE EROSION -""� � � 12"MIN. , /�� CONTROL PLAN.SEE THE"DRAIN INLET PROTECTION"DETAIL ON THIS SHEET.THESE SEDIMENT TRAPS SHALL 3"MIN. � � BE MAINTAINED IN PLACE UNTIL THE CONGLUSION OF THE SITE PAVING AND THE INSTALLATION OF 5"MAX. � PERMANENT LANDSCAPING SQUARE FEET PER TRIBUTARY ACRE.ALL INLETS WHICH ARE NOT PROTECTED BY FOR FLAT AREAS � LEG EN D SEDIMENT TRAPS SHALL BE COMPLETELY BLOCKED AS LONG AS THE EROSION CONTROL PLqN IS IN EFFECT. �2"M�N � � � REVISIONS BY � Q 5. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS.THE SITE SHALL BE MAINTAINED FOR SLOPED AREAS �'��`\ �� PLANNING CONMENTS � DESCRIPTION SYMBOL 50 AS TO PREVENT SEDIMENT-LADEN RUNOFF FROM ENTERING THE STORM DRAINAGE SYSTEM OR ADJACENT � PROPERTIES. ��\ FIBER ROLL EROSION BARRIER � 08�01�16 � r, 6. ALL EROSION CONTROL FAQLITIES SHALL BE INSPECTED BY THE CONTRACTOR AND REPAIRED,AS REQUIRED, NOTES: INLET PROTECTION AT THE CONCLUSION OF EACH WOftKING DAY DURING THE RAINY SEASON.THE CONTRACTOR SHALL 1. FIBER ROLL COMPOSED OF BIO-DEGRADEABLE FIBERS STUFFED INTO A PHOTO-DEGRADEABLE OPEN WEAVE NETTING. rn L...I INSPECT THE EROSION CONTROL FAQLITIES AND MAKE NECESSARY REPAIRS THERETO PRIOR TO ANTICIPATED c STORMS,AND SHALL PERIODICALLY INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS OF 2. FIBER ROLL EROSION BARRIER TRAPS SEDIMENT AND REDUCES SHEET AND HILL SIDE EROSION BY REDUCING SLOPE GRADIENT.IT INCREASING INfILTRATION o EXTENDED DURATION.REPAIRS TO DAMAGED FAGLITIES SHALL BE REPAIRED IMMEDIATELY. RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. � 3. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE FIBER ROLL IN A TRENCH 3"-5"DEEP,DUG ON CONTOUR.RUNOFF MUST 0 7. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS SOON AS PRACiICABLE. NOT BE AILOWED TO RUN UNDER OR AROUND FIBER ROLL. ri U � 8. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCKPILED SOILS ARE PROTECTED fROM N.T.S.Y;:'k 9 � EROSION.THIS SHALI CONSIST AS A MINIMUM,OF COVERING WITH PLASTIC SHEETING,OR BY SEEDING, w� q�� MULCHING AND FERTILIZING. - FIB L ER SI N BARRIER � �.z ��1 r��'�� "'�J �...�/�� DRAFfER SV o_ � � - - = ��d�l� � 9. FOLLOWING EACH STORM,THE CONTRACTOR SHALL INSPECT EACH STORM INLET SEDIMENT TRAP TO ASSURE -. , .._ ....._. . Z � � "�-�� ` ��_;. � � THE INTEGRITY OF THE BASIN AND OUTLET PIPE.ANY DAMAGE TO THESE OR OTHER EROSION CONTROL z � ,� j' ,.i i s: . DEVICES SHALL BE REPAIRED AS SOON AS PRACTICABLE. CHECKED: MRL � '' ��=JJ ,.,. /� ,,.. sj 10. AS SOON AS PRACTICABLE FOLLOWING EACH STORM,THE CONTRACTOR SHALL REMOVE ANY ACCUMULATION a//j. DATE: D5�25�16 3 .:� �:�/�� ,�� _a+� !� OF SILT OR DEBRIS FROM THE SEDIMENT TRAP BASIN AND SHALL CLEAR THE OUTLET PIPE OF ANY BLOCKAGE. jT\jT\� . �,��,. N _-� ��\// SCALE: AS SHOWN / � -.-. __._:..- _- ,-- :-:; . .. \�\�\ FILTERFABRIC � (� ;:. 1 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENqNCE OF THE �,��/�� o EROSION CONTROL FAQLITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE PROJEC7 SITE DURING o JOB No.: A09060-2 , , STORMS OF PROLONGED DURATION AND/OR HEAVY INTENSITY TO ASSURE THAT THEY FUNCTION IN THE � _.. .;�. �% ., � _ MANNER DESCRIBED HEREIN. . % � SHEET NO.: � _ _ ._` .. ... -. � ��0 � � � �'ti�' ��f� N.T.S. �' DRAI N I N LET PROTECTION 2 SHEEfS IM SET y� Generai O�N�`��yP��N Earth Moving H e a v y In th�Santa Clan V�IN storm drdns flow O o..qn.rar.r..au..war■�bp�Cp. • dinctly lo our loo�l oer�ks,��d o�ro 8�n r�r+�r� +^e rcwn.w�a'+�t �rC�� E a rt h-M o v i n g E q u i p m e n t franeisoo eay,wleh no a�atm�nt. mw,r,.�a+q�n.a.�.,mo�nw� Construction ...,,�,��..�.�.�x.��...,.,.,tl. �„o�,�«, � Storm wn�r polludon b�s�rlous prabNm lor roea�ory YNw�ntjorrepnafrb wildllf�d�p�nd��ton ourw�b►wsys and for and Site U rernr«nwFaw.a�creoNan.aww •� ��g�� - Activities 0 p e r a t i o n th�p�opN wrbo IW�n�ar pollut�d struma or �"�""0��"`�0��w"`�'a A c t i v i t i e s poNee�r�.an ru. bayl�nd�. SU pP.NIS IOn ��qa°�°p0�e0k'tl S to rm w a t�r P o Ilu tio n 0 K..o w.rM.r.0 aa.n�.-o+.«n n.wrt ioohk�mdtterRiada� Prop�r manay�m�M ot eonsbuation siNs eanuaMrm neu.owo.c.wr..00,wp�a �� d.ridc�wnndriror,.r,messa,ko f►o m H e a v y E q u I p m e n t o n ndue�s pollutbn�ipnifleantly. Storm Drain PoNution hom '0�0fC0"'�"��°""'•�"'�""�'�"�« �rp :�pemad,e��.e C o n s tru e tfo n 8 ita s Construetfo�Aetivitias ;w�m'�m��-��mm� ��...��...d StormDrainPollution SALVATORE CARUSO This�h��t summarlsa Ih�•8pt Y�nao�m�nt w�rr��.rr.:�.nwim,haw�a•... �� Puo�ry mr1�il�Mntl v�hfcl��■na h�rvy Pnetlen"(BMPs�forttorm wat�r pollution �^�+��^��+��man.�..otw.� a""'�°`�"'"""• /�,y�� b�R�� Storm Drain Pollution fr��9��i�@$ otPa,�llu ds�ont[�e cons[rucllon��ne�ri�� DESIGN CORPORATION w�Uf plu�9n.Y�M/NM�n0 wuNa rwt Obw N ❑1(w0 YMIUYn4 0l/�aysW wAsp.PYn t�M rw�nlbn. G�� bt�o�e�crn esn�mo�soure�s otawrm ar�in pouunon. .,..nnw..ro�a,w�.Wn.,.,,.,..cn,.., Ye;,,o,.�.d..,,o�.,,n.a.n pnaoa ��u� from Earth-Moving Activities ��a��y�� pr�v�nt�pilNanaNaksur�somunp 980ELCAMINOREAL,k200,SAN'IACLARA,CA95050 aM.o�tnr.a oe kc.�a....,na m.o.r m�rnm.Nwr. iun,+�d.ddn �u+comr.uw.ar��...y...ror.o.�«w ert�o�nb d�1 ywl tan tbw«bbw iNo s0orm •ouipn�ntlrom runoff ch�nn�b.�nA EY TEL.No.(408)998-0087�FAX.No.(408)998-4088 or.naaa.w.Youn.rwr..00,werro. OCr..Ypr.��.arp.MwMr.qb�nn.erry �a�eareOpl.crsip �� M�mhinp�arie�►��naotherm�inbn�no� any...re.�..M.��.Ty...w.eryyw wurymnaw+rawar.wiayouncWn.r« U��v��e�mp� drainswhenhfndledimprapeAy.SedrnerNsinru�nlf probl�m�.Ran�ow con�vuetion�Quipm�nt ��a„��e, rwvrsbu.cn��wouNKvs.uwerypnMp Soil excavation and radin o erations loosen la Q ttom 1��s.b as�oon�t�o�s��pl�. ------- "P�'r"'- meane.w�.�ewr M.�. ��h7P��o'i+� 9 9 P �9 ean dog sbnn drairn�analher aquatie Ne,and -------- �•��r�� w.�rar�ebarna amounts of soil that can flow or bbw into storm ds,�roy tianrss r,�ed�s And e,e aay E�,d;,,e w.}ui�noupn m wo er aw�aa.n. �o[I.y�vlu+fdrl ORDINANCE OF �� o��-��-b � 81N Pl�nw/wy�nd Pr�v�ntlr��.�,.,. o ew.,�.m.m�.�,a.�.d,..r�.o.�..�,.r. w..�.■,.boar�aodws.�r drains when handled im o erl.Sediments in runoff �oonad v�xatces rsa,oe a�e arnwM d nmou �T�; o K«o�n«a«M rr�a�nwn oox uw��aor.w w..r wm " ma�nada�honavmer�a �P Y r a l�n n.n c. THE CffY OF CUPER71N0 '"°'"°'""'"'°�"° °""'�"�'°""'�"'""°"�"" can cIo storm drains, smother uatic lite, and �°^o��irid�"�"a"'�"�� ,o�..k..o�aa,�k...�.ww. ..arw.�anam.owa.wnaeun�v+..N.wr Ono�arsmer�.wnr.o�p,� �r,�+rm.,o.daw.a�rm.�a 9 8Q o o..�o,.�....,,.,ei�n.�o..�,��w�.n...x k FOR STORM WATER POLLUTION o"""""«"""'"`°"°'"'' ��•�"��`�� "d°4's""""""'"""'°a"'" "'a��°�'ro'"m'°�"°"°°'° desVoy habitats in creeks and the Bay. Effective 1O1a1°"°d�roindi�"CB°' •-•��,•m,"••�^•^�•�;;•��•�^�^•�,•^�•�" eomrucmnw. .n<so•�Ve.n�a.r�cnp. �u.�ino.aea o.r.� O Cwon.umkwn«�yw�nnaMuw. °�� '�D��°�6e�b~10i1 erosion eontrol practiees reduce the amount of runoff �•�i�w��a•ivm•nimam�s..nc�.eeruin W x O rl�aron�ew�ou�a�wvto�arom�lnnaYm Ir,aYlypr�vP��i'Mgaenh� u......un e.�n....�a s.t..or cm.� PREVENTION 8 WATERSHED ��^�w-��-�•�� ^°"'""'°�'"'""pco0io*�""'°6'�' o""'O"'"r"'"''"`�°"'"°°'°' �t��rmr��i� crossing a site and slow the ibw with check dams or s•,-�••• b.m.b a,.:,.o.e�,�. h•m»�w a rw. m,.d�,r,k �a Practlees Dur/np Constructlon PROTEC710N: � ��o„�,�� roughened ground su�faces. �� e� �■.�.�.,..,,..+��..a�a n••r�•au�nn•ni. C.I E�v�OWttWbelwWlMMlMMYl�Of M�trlala/W�N�H�nd ��a�:t rr�ou�rny ier��c��o��i��. a,. A 3id1fps�t1°^^a�''�. OPnek�fwruawuWsn-mMMaw�ry�wn�n dieltsYYdoo�QNaf1lO?mlpe ��Q��Q��bi• i�y fMCESWy�LR �bf11��ry U/�rler�m�Nrw�1�1��o�.no�irroYt.��d KIER&WRIGHT Cha aCr.7.�� AdvineaPAenlnpToPrvv�ntPoNu(bs rouo�d.rn�aYr Ewn.ranwur. °�'� e..d�ot •.nbr•na•v.ivm.a�w..nMc eu-.�u.rn.�• P �r vapotaWn tor wosbn eantrol an sbpes« ew.��o�....+.�. CIVIL ENGINEERS&SURVEYORS,INC. ❑ee�.awr..•.u..��rwwp.eew�ba OR�qeh�sw��MnYY,WHnewrpN�ipy,rkn Ol�pld3�pk�/y,amodrpb ❑Mpmir,vfmmpt�yapodv�qH PractieesDuringConstruetion ��K��K�almrtNdiatalyplom�d. O xyso+..ie..�..,, .•oi.e•.ein�eu..a�.ie. 33505eottBoulevard,Bullding22 fwAryr�atlNrMrISA.TD�W�u�Oilwalen. paawnY.a�yl�aqv4TMal�alw�Y, YIlldiu�ulAl�dRf� ceebnl.orel��r�luWt en�ib.Y��tlrl�0��or 9.18.040 DISChSI' e fnto the sborm drain rohibited "•��""o°'•ry`"�"�^^�or��w^ ��•��»w��+•aa«.�o*..ro `� '��°"e��'�'"'�'��^ e.. i.o.�,..i�n a. Sann C1ara.Callfornia 95054 9 P mr:es.ra�e.w�.:� O Probet downsww dn� eours�s, •° a..��.aw.ca..:� mritrqsxfaar�inDepir.UeetieErowv�nA MMclenrYenenprtukrielewdinweddl �A°�"�a�ot�� ❑ R@RIOV@ existin VB etation 011� when � •i�ao�ntnu�a�.��ar�in�eos��can��n�rs.�ne (408)7276665 R is unlawful to discharge�Of C8U3@,B�OW,orpermit to Sod��wCort�dsrnwCwiYeNlramM r�n�em.wrrw wvea:Warr�q��.� ��Q��'��^°�n� otin+Iml�cqadas 9 � y �hrarns��nd donn draNs Mbih Watlbs.Of oroc.nr o�scos•��n�»r�ou��u irr�vc�� Fax(408)727 5641 npmrw.ro�wycanHseowr. w�ra. ��e�oer�.� absolutely necessary. Plant temporary � �i,� ��.u��a ��^�v�'Vu��i�M)- be discharged into any storm drain or natural o�tlet or ,�.K. �a,�.w.+. ❑o��arw�•u�► � � v o.,.��..e�...�.��.�w,k.�.. .�� 0 o�P....r.x...w�..o.dr.►�w.,w,nw p�y ,,,r,�,,1eQ� vepetatlon for erosion control on slopes or d�Chea to dNeR runotf�round�xeav�tlaa. o°�o" channel al waste,induding but noc restricted to,Se1Al99B U c""�'"�'"'�"�"'�"�^�w�avd+•^� ervWMreCycMtlnwl6�YW Yw�apqapvY U t�opa�n�.�rrwha.e.ee�sp �` v.ns.o�cr.n��N��ei.u..a�W.a�•r a� '�wxrM�+a�aurauonDaw�nueamma arou«aaoosaownn.zuaasw�m.�ww ��y� h �'�i°6��i��^�� where wnstruction is not immediately planned. �'��R"d�W��Y��d '"�011�'°Mi""'�� IndusMal wastes,petrdeum products,eoal tarorany retuse �^va+n'aw�^�+��tr+�uwaa�.b Euryw+sYma�aNhaMawM�nn nlMWwlp �y�,�� q� Boerd'a EroaJon and Seda�snt Con6of Field o c.....,�e..�ex�n.�..�ni�.e..,�a vir., ev�nw�rrbwxounaiMw�.R�eua r�ar�awkamamew. �a� �� y��d eure�or��s��ou�on��iAurl�o��n�r�nea. subslance arising from the manufacture of gas from cael or •m�•+��a»+w��«o .�a��a�•��m..�. O Protect downslopa drainage courses, wev� w�porarycneck�smaewmawwn P.imla �y��am�b�� ONu�d�naY►k�AMwlv�ra mpi�xBt. fp111Cl��nup petroleum,chemicals,detergents,solvents,paints, ,�w,��. �,,,,,,,,,,,m„u, , �,,, po,,,,rv,r,�,.,.,,,�ad, ��.w..a.wa.,n streams, and atorm drains with wattles, or V��q ��qD�ib.fou dfvr�Oa�IaAlNusab�dlaaR O el•.w�r•olll.iwn•�f•�•Il. ❑ininrwrwrob„a�nd�ubcoMncfsn. w�r�wmabYinmvr��wqrMShtat r.�enera�,�+,e�ewce temporary drainage swales.Use check dams or ❑Cowr doeicpu.. aod sxc.v.�ee.ow wia� coMamnated or chlorinated swimming pod water, p�.y��y� aitlapasflerrordeircatONpxetl U■�•�r n��•�•r.•�inr'o�•�.�m•r rirNyer�yrowysrodwrw�bcu�rrr ��'i�+tnvemwr m�poWd dl(Cr16S t0 divert runott around excavatlons. ��a��f►+�o• ..a••T••��.��o��u�a��• wa. Ywakr aereewabw«kMsa r��wn.rucq,.wr.aw.�w�+n.a.rs yrt0�rrasasmTinteqlqcpe v� pesticides,herbiades and Fe�izers. w� Y°w �„�o,� u..�.��i•...r..�e•�.�e�wrs.�� °""„`°°"�y.v�r"°Y°�rn'x°"t"ro" ��M�c'�.n�n«m� UV�cy�m�rbs�otl pYllrwiroaN�dRadl Refer t0 the Regional Water Quality Control ns1�rl�N.e�11MMr.�nO/er��ps�v��n�r�r aGWYssm�'��.aYr�puk+m�nb�nAtlri e�n0�o0hiwlkamtlwRpien�IW�braaty ��jw�Py��d oo��i�N�naelor�rh0irro��ol�e�oA��1 ,,,,,.,,,,,.�w,...,,,,o,,,,,,,.,,,,,,�„�, Cmr0lBaaN flhisapehvichaq�bw�cn b��,�„�m,�y�„ avoans.�r�.�.mm.m Board's Eroslon and Sedlment Contro/Fleld ..�..�.�. p�j; 9.18220 Violation ew..�.�e..�T.�w«�•�.P�.. �a�� ,,.r,�,�.�„�,,�� 9��°d��ti�^�+b Manual for ro er erosion end sediment control u•........��..., w.M�.�,...�.�e� A on who violates an rovision of this cha er is °��•�rt'��O�"�""` b"°'p""d'"^°^"'4 `p'�""Q P P "•••�,��•'"o"••�::��•"•"•'•"'��:,., OUR LADY OF �!+P�'S Y P f� measures. .,.u,.��.m. sh�l be guity of a misdemeanor and upon convictian O�'"0�m"�"�� o u....ma...a...r...a�.m a�.�o��.i. thereof shaq be punished as provided in Chapter 1.12 of �"�"'' ❑ Cover stockpfles and excavated soit wRh ;;;;F;,,�;:;;;;,•�:•;;�`"•"••""'• SANTA CLARA secured tarps or plastic sheeting. o e�..��,.,��...n,�.,....,a+ �� this code .. o�..�� oreo.nr auoe.i.�ar eanu��..a�.en. O c�11�111�r�lonxla��l�Vltl� 9.18070 /4ccidental Dlscharge 22825 SAN JUAN ROAD The property owner and the contractor share ultimate responsibility for o ��h••,��•°•••••�••��`•"��•`•`•:° CUPERTINO,CALIFORN[A95014 A1 persons shal notify the Director of Pubic Works by ��.��..,,,,.,,...,.,Y,..o.,,Y.u. �nrHenn�n�.�o�e u�t slse r��e.t I�te i�• ep one mmediately upm accidentally discharging s�.�.o�n<.or e..,�.��,..,.��., wastes to enable countertneasuresto be taken bythe City the activities that occur on a construction site. You may be held responsible to minimize damage to stortn drains and the receiving waters. This no6fication shal be fdlowed,,��,��,c,o, for any environmental damage caused by your subcontractors or employees. days of the date of oocurrence,by a detaAed wr�ten statement describing the causes af the accidental discharge and the measires being haken to prevent future oocurrences. Such notification will not reNeve persons d Durinp Conitruedon iabiityforviolationsdthisChapterorforanyfinesimposed Painting and Roadwork Storm Dratn Pollution Fresh Concrete on the cih�on accaunt thereof under Secbon 13350 of the from Roadwo rk m.� �wp wa In�hro-ho�r ,ba. `7 � O Do�1 wl:�p mon hM��onn�b w o�m�nl Ca�ifomia waoer Code,or tor vio�ation ot Sec6on 5�0 ot Appl ication of a n d a n d M o rta r '° °� the Caifomia Fish and Widife Code,or arry other � o S�t up�nd epnb fmNl mis�n on f�ry�er applieable provisions of State or Federal laws. �AB"1O1"'� • Rwd pavinp,surfatlny.and pavameM removal hewy platio diop ebM�. Solverrts and ��,�„��,,,�,,. Pav�ng Po � Application MpuoalbrtlM�xr�yaslNwaM ha en ri ht n the otreat,w�ere thore a�e num�rout O Wn�n d.an by�trlppinp rparqyr�Np�yp� opportuniliss for aaDhak,saw-cvt slurry or eonNfuclb�.r�uh ffn��onto dirt�na�,nol 9.19.140 Civilpenaltyforillkftdischarges Adhesives �W°a�Of��0�� xcsvaledmabnaltoibpallyanMrstormdrains. aean�Mdriwwayor��am.�tn�to�sbm� 6�pa�.ad�bah Eztr�pNnninp i�nQuired b atore end dispose of Storm Draln Pollutipn from ��'� Any person who discharges poNutants,in vqlation of G�neral8usln�sa Practic�s materiab propMy�nC purd ayai�sl poNuCan of Fresh Conerete and Mortar 0 P�K� O��p�y�� apD�bn�offro�hcon:nte�nd this Chepte�,by the use of ilicit eonned'ans shall be arilly ��w storm arams,creeks.ana tha Bay. monar no�rainau and rurwn una tne v+ti.,Qww+r O D�vabpandlmpbmeaterosbo/a�Clm�nt A lieations fable to the City in a sum not to exceed twenty-ftve �m�� q�4�u�Ya��u� contro�p�an�ror roaoway emo�nkmeno. -------- ----- P p �b�Ms area. ,QQ�a��hp� El�pO!lddY611�dqISN�ll1,Md ❑Washaarnupo��d�yprp�N<oncnN thousand dollars per day per violation for each day in yrd�m�� 0 SoMeuN azcawUon�n0 pradinp rrwk du�lnp Frosh conoete and oemont-rolabd morten ony vrMn h�ru�wata un�1)tbw onro a �MP�Xs•fdveis•ardad+sr�esmtan �� dry n��th�r. Durin Conat/Uefbn Mat w9sh IntO lakes,streams,or esN�►kf eRaroa,(2)arain onro a oumsa surtac�han which such violatbn occurs. The Cit ma ttion the 9 Y Y� ��°��b�a n� O Cheek for anA r�palr I�aklnp�qulpm�at. �r!mzit b feh and tha sqwtie whk�k can be pumpad and dkpoad of Superior Court pursuant to Govemment Code Seaim °�esnFr�10"0°�Y•��s�� ❑Vwn+aspga.der.+pbuRd�nY�rias ❑ Avold parinp a�d s�N eeatMp le a�t e�y��ment Diapwiny ol theae m�terisb D�oO�Y•or(3)b�vacuumW hom�ukhm�M 54740�O III'1 OSe,93SCSS 8rld feCOV@f SUCh SUR1S. Th@ CIVII Taacda,:dsnpywmetranpud asda �n hyrpewrew�a,podcsamtryia O Pertorm m�Jor�qulpmmt npaln at w�atMr,a wpen riin is(orecnl,W prerent rn�Md Dy hbekinp a�torm AnM InMI If to ihe sbrm Arains or creeka un bbck p t�odw�atrand»rirpresiAwangaPrt predwtwwMonba�trwerd�pade daalynatedanninyourmalnteneneeyard, freshmaroruyhomeon4ctnpstormwsbr �•e.ssuy,aw.rtnnonwxnamoo�a.ye•rms. ^ r�iy ard�acte�,adeei�C ad �y �p al Q.�,� etorm drai�.teusea sarious probbms.�nd M�te�ure runo�0oes not rrM penalty provided�this section is cumulative and noi �'^0 C�tipSaNay where cleanup is wsror.Avoid perlorminq runoR. 9��a sho�Idhsrecy�dea.d�enpwe'd�.ad�po..dd oi�a;ano�neweiyouonmaparwnuny,e oQu{pmantropairsptconstruMicnsRat. isprohibiledbylew. rw�ma�.��,.. ��: � B�Ck1SIVe,and shall be in addition�o all other remedes p�opa.�yeo�,ew,tu�emoos;yst�m,no,wg w�t�wQa,aa�o..arma�a�ay O Cor�r�nA��1 c�te�enina an0 m�nholn � available to ihe City under State and Federal law and beal �0�'^a°^6�"'�� swwd�ahi Sarprg aMe�sln+aMrmey 0 Whan hfwllep or when rehielelequipment wMen apD�Y�p seal cos�durty�eal,fop pal, O Wnee beetinp up pwsmaM,C��un b OIcM ^^ � msintanance must be done on sita.desipnate• O�fimili�mYtC�ials. uy a1 tha piecea anA dbyo��of prop�Ar. �/�/NgTR1JC170N BE8T m ordinanees. Funds eoleeted pursuant to this seetion shal �� Ixation awry trom atorm dnins and aeeks QeMnf Builntss PiaCtft�s Rscyck large cnunka of Uroken wnq�[e.Sae p�,,.� 0 y��y�� O Prot�at tlnlnaps wars by uel�g eaM dlkes, www.reaucewaua.ora tor inW on recyeixs. 5��p��InQ$$ �qpEMENT � be paid to City's Environmental Storm Management ��,�y�� 0 Do not us�tlNs�l oIl te Wbrieab equipm�nt sand brps,or otber controla to divert or trap O Wob ou1 conae�e mpm onl�fn dnpnate0 � w��oul arws n your yaiA,away hom storm O Nw�r�ury raale maurlal Dkpoae d�maB �rdous Waste py��pro,� ��d parta or ekan equpment. a�d fllter runoft. s ACCOU�. ��D ��.�YP��R�atwl tlnlna arW wate'way�.wAen t��r�lsr rlll fbw �mouna or ercus ary eonero�s.Qrout.�na �� ep pa�nY BeMeYaEe�'leh'kytgpeFta O R�eyeN ussd o9,concrate,broken acphaM, � Never wash excess mabr"ral hom�apos�A• Mlo a hmeorrry wa�le pN in a dirtana.Laf mOitlr N IM V�M. ^. � ��°°Py��^��r 4iwpqs197Ahi13npwewiorawMyolr �tc.whenevarposslDN,ortliaposeofproplAy. appropaleConer�t�orsNnMartreadnentsilRo walerpe,eoMelhmuphsdlandAkposeol LJIS�AC�1 P m wraGomurW�w.stratand�am va>�R.�rya.a.cprt�iem s�tll.d�hard•n�dconcnt�n ■r� .. O Neve�CfapweotwaslautlnWN�svNl. M"""' � by (www.recyde�tutf.�om for Nst of recycliny a av��t w storm drain.Collect and rocyde,or Y 'Y � d''y"� WAonwar w•tel.,reo Ie w•seww E sbim M�In�.dnnspa dlteAes,or�ha�ms �'�"YFe'"«�Pm��Y• comDanfe�J dispotetoditrrea. P � Y BIJS�fl2SSQS�t �e$$ C u p�r t 1 n o (9ee Ye1qv P�ps tr a ofaOo-ceNetl Wm pinp b�ck mto mi.en b�nu�e. Y■Ild 1e y D�p 1: YDvWoryJ O Covn stoeMpll�s(asphalt.und.eta)mtl O Wu�out eAut«onb din ar�•s M.�do not �n��«�� By �o�-»i a�:� P�/nNnp CMrn�p otAer conetruGion mateiials with plastic larpa. �,,.a.veets or dra:n.. � r.e�ie w e rk.D•y l: �M�R�P��ti��Q aNM AsphalNConcr�t�Remova! Protect Irom ntntall aod D�eveM runoN wkh Of F1�8f�JOl1S V10S��('R10fltF1 � 10�.777-f7i� �µ�v��wN�� Py��P�'��T tempOraryrophorplasl)eshleliandberm• �AM�ya�tenboHdry�ndw�tmat�rl�ls � �N'�� '(�S oa�4�s Mo�M+�t 9�.�tr+M, drr.Ged wtl�C�panrw 9.:�.y piwia O AroM crerUnp txcsas tlust when bnakinp asphatl und�r cor.r,yrobctad from nIn/�11�nE runoM �-�� afB 8�191�8 t0 US@ ti'HS PYOg"d�Il. s•n t■C I�r•C o u n ty Fiancho�at�,aawk p�„��y�ya,�,�� or eonereis. ❑ Park pavinp machln�s over Onp pana or and aw�trom aWin�.0rainc q walerwayo. �I p I I Y W�L�7�T�J W � n.�y e n n o H a tlf n�: btlN ari0ry sww.n dyvu mqffed p �bsorbent mabrial lclotn.raos.etc.)to cateh rraee�a matmWro rrom wna. " 1 16 �o e-s s�_�� ]Porw�rfirW pNnb,parr wt whesro 0 Aker bnaknp uD o�d Cavomant,be wro ta Y o �2 �0� d61b fa d�po�W ar I�sdo�w rwy, drq�when not M us�. r w w.r�A u e a rr��t�.e.a UieaReiY pasehk.rdriraYbnnde nmow NI ehunks�n0 plae�s.Make sure ❑9�curr Wps ofc�m�nl aRertMr aro apen. � � for a quote. �N M.t�C Y 61��IY II.0 O w wetr�in tlat qowbtlr�r�rary vrr. �roken pavement doe:not come in eonlact O Cl�m up all apllls�nd I�aks ualnp'0� Be sun b keep wlntl-Oqwn cem�nt powGe� � 5 in�II B u�I n��M a t a rd o u•W��t�: pd� ��p� wifA rdnfall or runoH methods(wNh abaorbent materia�a and/or away hom sMeels,putten,tlorm draMs, �o i•z��-s��o ]For al�.d pinb,poire aul hWrebM � rapsl,nr Aip up,�emnve,a�d prnpeAy Abpeae nMfaN.�nA ru�oH, I� ��poyy�y��ryy*�a O��d�� Whenmakingsawculs,useaalRtlewate�as � C u •rttn o i�n It�• f�w�r D 1�tr P^l tl�nef, o(conl�minabd soiL - P Y �x F��a��d, �� possida.Snovei or vacuum saw-cut aWrry an0 0 DOIIOt W�AI�i�I}YN��y�k�A�p� �o�-t s 7-7 0 7� ��p,�«�,�p4�� w�� ramore hom Me site.Coveror prohct atorm O CoINd and recyele or appropriately dbpose of eonu�a famn,bols,ortraYen. _ o i a�ta C la r•V�II�y U r b a n R u n o If ��+�� H.n,y,u.yya�eprp.�2gq7�op� dnin inkk dwin0�aw-cuttinp.SweeD up,and axcess aEnsiva pravsl or sand.779 �, P e Ilu tlo n P r�v�e tIo n P r m P�op�hydispot�of.ap nsidu�s. ..... � �I � �oo-Js�.a�ts � ��'�'�0'O��'�`�^�'��.� O pNNurnbwppliar.�iedon�dp�int O Avoldover•appliutlonbyr�t�rtruokaforduat � yu�s,�a�,rdAapUarrm.ype �,p��ey��G�,�y� ❑ Sweep,nw�r Aos�down�tn�fa to elean up contrd. � CITY OF a�po�enaa�yre�p�. �� nc e dMt.Useastreetaweeperorvaauum CUPEf�TINO 3 t�tr O/llc•o f!m�ry�e c y ��°��"�� truck.Do not dump�acuum�d liquor in storm E�rvlt�• C]OwM��pad(dI29S73pObdaiaY.i droi�e. 1.��0-�i2-76S0�2t hrs) � DRAF7ER 11l � R�Oort�plll•l0 911 � � ��»-�:.^'^ I�IECKEa ARL .,. ...-.... , APPROVEOBY: a F-' C-'�'J P E-'I�T N � SHEET: p��; �,�,,s � -na cQ u uu� �•3�.� C�NSTRUCTION BEST MANAGEMENT PRACTICES �'I''��Y �� ...� J,.� �.��'� � s„�� : ,��„ `r RALPM A.�UALLS,JR.,RCE 2 9I30J09 DATE DIRECTOR OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS � JOB Na: A090Q0-2 SFIEET No.: - C4.0 �� ;, ; , , , ,, , �, i ` y�7� �' -'i � g� ,_ __. __._.........._ _.. ___..._ -.. _..__......_ _ , . 1 ,., '`,• `.• "'. i isq� ', ss°'3 -� �atit 6� -...._.._ �f�m.� __ . --- _-- �-^ %�s ___. _____...... s . , , _ _. \ , _ . _ ; '. 1� ; , � � �p r'�.i _. � , ` � � 1 ,, ,, � ; ; ; xs�� •,, -�....... ....... \ 1. ` ,, '1 ; + ,, ,..,. ... %�� } ' � � .... _.- -- _._..__ ._.s Z. �.`'6g' .. ..............._.... ..___....._ ---...---�- ....._ . __.. . , � 1 ` , .,.. , t s + _._ r;�~` 'hl , , � . . 3 . , , w ; � 'y � .....�-�yN 'r 1 `'s I � ' i i ; ,, %61&., �.., ...., a , 1 ,. 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BY � "`"rr�,,,...,_ ,...,.`` � ._. _..... ..____ -� - _..._ - ---.. _..�.....--._ .......__ __ _ ._. ._ � _. � �..r `--_ _ _ '- _... _.,,._.-- ., ,.._ _ _�_� �- _�._._ � _ zo so � oa/ot/ts � �-__ . _ _..._ "``�.,,,,_ _ ._. 4, �"+.��_ . �`� ' --_ _.. .�-��'' � �__ N 0 10 � �__, . .. . [ {..,.. �� r.�._ :r �� - �� --. __�.. �� i� � �"-�- �� Scale 1"=10 ft � LEGEND -��ABBREVIATIONS ---�--- ----- NOTES 0 o �� AC ASPHALTIC CONCRETE S.S.E. SANITARY SEWER EASEMENT 1. THE BOUNDARY EASEMENTS,AND OTHER ENCUMBRANCES SHOWN ON THIS DR4WING ARE BASED SOLELY UPON INFORMATION CONTAINED IN PROPERTY LINE FIRE DEPARTMENT CONNECTION q APN ASSESSORS PARCEL NUMBER SWL SWALE THE FOLLOWING DOCUMENTS:GRANT DEED RECORDED JULY 13,2007 AS DOCUMENT NO.19505517,OFFICIAL RECORDS. 0 � ADJACENT PROPERTY LINE --- BACK FLOW PREVENTER ^-- C CONCRETE S.D.E. STORM DRAIN EASEMENT DI DROP INLET TBM TEMPORARY BENCHMARK THIS IS NOT A BOUNDARY SURVEY.NO LIABILITY IS ASSUMED BY KIER&WRIGHT FOR THE EXISTENCE OF ANY EASEMENT,ENCUMBRANCES, '� CENTERLINE - SIGN T DISCREPANCIES IN BOUNDARY OR TITLE DEFECTS NOT MENTIONED IN SAID DOCUMENTS AND THEREFORE NOT SHOWN ON THIS DRAWING. EP EDGE OF PAVEMENT TC TOP OF CURB � EASEMENT - - - - - - - BOLLARD • n_ FL FLOW LINE TW TOP OF WALL 2. THE TYPES,LOCATIONS,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE � BUILDING LINE � �' TREE W/SIZE AND ELEVATION "��s FNC FENCE VG VALLEY GUTTER OBTAINED FROM SOURCES OF VARYING RELIABILITY.THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE DRAFTER SV ��Q'� TYPES,EXTENT,SIZES,LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND z FOUND MONUMENT AS NOTED • SPOT ELEVATION .�a FW FACE OF WALL DELW EATE ALL UNKNOWN ( z GRN GROUND CHECKED: MRL UNDERGROUND UTILITIES.HOWEVER,THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS � BENCHMARK � CONTOUR - �� GV GAS VALVE /� � a �s�y EATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED,BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. i ,n � @ ��J� y J' DATE: 05 25 i6 ELECTROLIER i� INDEX CONTOUR �}5 � � INV �INVERT ELEVATIOTJ�i �l�y r / • /►/ �j�� (�y�(J � � 3 I.P. IRON PIPE ``` �'�' �° !0.:.' _��l,�Q_�� !-°�,r/'`!�.�" 3.(�HMARK:TBM�NAIL IN PAVEMENT LOCATED IN ACCESS DRIVEWAYTO 22840 MERCEDES ROAD. j FIRE HYDRANT j� CURB "� " ' ,- � "'- SCAEE: AS SHOWN c+i LIP LIP OF GUnER ��:.,. �,�-y �_,;� �v ELEVATION:500.00'(ASSUMED) o MANHOLE O CONCRETE �F'4�3` "�;�yU'" d ��%''�� ''� ---- � C- ------ O.R. OFFICIA RECORDS 4. FLOOD ZONE NOTE: JOB No.: A09060-2 � CLEAN OUT o FENCE -z n-x- P.U.E ��PUBLIC �' SEMENT o -.� r/ � � THIS SITE IS IN FLOOD ZONE"X",AREAS OF 02%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF SHEEf No.: � GAS METER � RETAINING WALL - - - PV PAVE�� _ ,�� rv�y,�_,� y _.:, LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS OF PROTECTED LEVEES FROM 1%ANNUAL CHANCE � RCE REGI ERED CIVIL ENGINEER FLOOD.PER FLOOD INSURANCE RATE MAP COMMUNITY NO.060339 0204 H DATED MAY 18,2009. �"' UTILITY POLE -t EDGE OF PAVEMENT � RIM RIM ELEVATION M� ��s/'t t � 5. BASIS OF BEARINGS: � a VALVE S RECORD INFORMATION ( ) / THE BEARING OF SOUTH 87°37'00"EAST TAKEN ON THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR DRAIN INLET � ' '"' ,: _ .;;.� ,. _.„ .:.:::. .. .....:_. . _..-.::-._ _;;,::,-: :• RECORD ON JANUARY 23,1980,IN BOOK 458 OF MAPS AT PAGE 4-6,SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. WATER METER � E � ;'�,:(1� SHEETS(N SEE . - U�.,,� ��\{r�