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HomeMy WebLinkAbout2236 RUTHERFORD RD; ; CB901636; Permit10/12./90 08: 01· 'Pcfge: 1 of 1 . .I , I :, -·. Job Address: 2236 RUTHERFORD RD Permi-t,_Type: INDUSTRIAL BUILD-ING Parcel· No: 2'.J.2-0.61-26-00 Valuation: o ' :1. ~ Str:. Permit· No: C:i:39·0-16 36 . .Pre> j ect' No : Al3B b·1O30 Development' No: .. Fl.:· . S_te.: ·· ·{J;f2:-/ 3 ~; 3 ... I e.s90 l0/1?i90 M<n o/ t0 · · .'. · • ' .... ~t ' .<Of'\ :!:: ,. . . >'i ~ . ~ t: .. -t .. it~Mt · ··; · 1et:t3 ~<){;,. :- -_9.~ri:;1t:;r~ction Type: VN . ··occupa-t.;tcy Group: B2. Class Cod~: . Statu:S;~ISSU'EP Description: 1~-~4-.?. __ SF ~EZZANlNE -~1t'°J /J.. •i,. .. ·· App1Jed: 10/12/90 ' : \NEW PERMI'.t' .1/.2 .FEE -IIVA r~ . : · ~pr/J;.'ssue:· . . .. ..- . · · _·... L---• · .--·. · -=tf''-68--'tiSO· · ,· Val.~-date,d By: CEY: · .. -. A:ppl/Ownr. -~ WARE AND MALCOMB ARCH, 546-11~1 . 9868. SCRANTON RD #200 SAN DIEGO,· CA_ 92.12_1 .. : · --~---..: .. , CONTRACTOR 438 3341 ·. } ... ' . 1. -' -'.l,0/:1,5/90 09:_34 Page :1 of .1 BUIL_DING Jo:b Addres·s: 2236 RUTHERFORD RD Permit Type: ·INDUSTRIAL BUILDING Parcel i.\lo: 212.-061-26-0D Valuation-~_ O Construction Type: VN PERMIT Str: Occupancy Group: B2 . Class Code: Description: 13642 SF MEZZANINE ADD . . : NEW PERMIT 1/2 FEE Appl/Ownr CONTRACTOR \\ WARE AND MALCOMB ARCH 986·8 SCRANTON RD #200 SAN DIE.GO,: CA 9 212.:L ,.-. . -: \ _ : -P~z-m2t __ No_: ,q39016;36 _.Jj . · l?rojetit_·:No·: · A.8-80103·0 -Development No·: , . : Fl.:.· -.:. '_-St-e·.;__ . ,". . ::,. St:a.tus_:',',._ISSUEb:.: Applied:; 10/12/~O : Apr/Issue{ _10/12/90. _.Vali9ated. By; CD· ' .·:, ·~ r ~ /'· '-· .. · . '.· -.. ·, : r •(, -" ' . i ' , .• -----~ CITY OF CAR!-SBAD •·. -~-_ : _ · · . _ .,· -/ 2075'1.as Palma$ Dr., Carlsbad CA 9~009 {61-9) ·438-1191' ----~- I . P~CA TION C Y of Carlsbad Building Defrtment 2075 La;l'-Palmas Dr., Carlsbad CA 92009 (619) 438-1161 EST. VAL ______________ _ PLAN Cl( DEPOSIT ___________ _ VALID. BY _____________ _ 1. PERMIT TYPE . XJ TENANT IMPROVEMENT 0 TENANT IMPROVEMENT DATE _______________ _ A . D COMMERCIAL ONEIi B • lK) INDUSTRIAL QNEII C -DRESIDENTIAL DAPARTMENT L;CONDO QSINGLE FAMILY DI/ELLING QADDIT!ON/ALTERA;10N QDUPLEX ODEMOLITION DRil'ti°CATION DMOBILE HOME DELECTRICAL DPLUMBING OMECHANICAt DPOOL DsP~ ORETAINING I/ALL OsoLAR 2. PROJECT INFORMATION PLAN CHECK No. F ?.uilding 3 A~~~ 2236 Rutherfor~ Road Nearest Cross Streets F arada ~i7 LEGAL DESCRIPTIOII Lot No. -<su:.bd:;;;;-i;;v,;-;· s;-;i-;;on;;-;;N;;;ame~/'"N7;uroe;;;;;;;;;:r------------------,u"'n~i-:-t--,N"'"o-.--------,P"'h-a-se-:-N,.-o-. --------- CHECK BELOW IF SUIIII ITTEO: 3. 4. 5. 6. 7. 8. 2 Energy Cales 02 str al Cales D 2 Soi ls Report D 1 A~ressed Enve,.0 ASSESSOR'S PARCEL 8 8 9 112 34 ·:-;:5:-;8:;---::6-:4~4;-=';:Q--;4-:0:--3:::-:;-6-'-;Q~Q:----::E::'.XI~S:-'.T I::-:N:-G ~u=sE~c..::c.;c,.;;.:·=:..._-------P-RO_P_OS_E_D_U_SE _________ _ DESCRIPTION OF WORK Mezzanine Addition 1( ,642 s.f. BLOG. SQ. FTG. # OF STORIES CONTACT PERSON • W. McClenny ADDRESS 2236 Rutherford Road Suite 101 APPLIC T NAME JM ;;,·rope rt ies </ cm c-a'.rlsbad PROPERTY OWNER NAME N . E • M • L • I • C • CITY Carlsbad CONTRACTOR NAME JM Properties STATE CA ZIP CODE 92008 DAY TELEPHONE ( 619) 438-3341 STATE OIINER c/o Jh Properties FOR CONTRACTOR ADDRESS CA ZIP CODE D OI/NER I&'.] AGENT FOR 0IINER 2236 Rutherford Road Suite 101 92008 DAY TELEPHONE ( 619) 438-3341 DLESSEE ADDRESS 2 2 3 6 Rutherford Road, DTENANT Suite 101 STATE CA ZIP CODE 92008 DAY TELEPHONE (619) 438-3341 ADDREss 2236 Rutherford Road, Suite 101 CITY Carlsbad STATE CA ZIP CODE 92008 DAY TELEPHONE (619) 438-3341 LICENSE CLASS ____ _ CITY BUSINESS LIC. # SIGNATURE TITLE DATE --pJJDREss 9868 Scranton Road, Suit,e .200 ZIP CODE 92121 DAY TELEPHONE 6 9 546-112 STATE LIC. # WORKERS' COMPENSATION Workers' Con.,ensation Declaration: I hereby affirm that I have a certificate of consent to self·insure issued by the Director of Industrial Relations, or a certificate of Workers I Compensation Insurance by an adni tted insurer, or an exact copy or duplicate thereof certified by the Di rector of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the llorkers' COfll)Cnsation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereb: affirm that I am exempt from the Contractor's License Law for the following reason: D I as owner of the property or my effif:loyees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Profession,; Code: The Contractor•s License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through ois own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner·bui Ider will have the burden of proving that he did not build or improve for the purpose of sale.). -D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor I s License Law). 0 J am exe~t under Section ___________ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor•s License Law (Chapter 9, coomencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUIL0ING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES f]N0 Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES xJNo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES IF ANY OF THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCaJPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS IEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO THE AIR POLLUTION COIITROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER' s NAME None LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE r certify that I have read the application and state that the above information is correct. I agree to comply with a LL City ordinances and State Laws re Lat i ng to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND t::EEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JWGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY 1/AY ACCRUE AGAINST SAID CITY IN COIISEIIUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not cOOITlenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is COITJllenced for a period of 180 days (Section 303(d) Uniform Building Code). 00 OWNER D CONTRACTOR D BY PHONE YELLOW: Applicant PINK: Finance AP/lROVED ijY: ~---------- DATE:---"------'-- r DEVELOPMl;NT PROC~SSING SERVICES DIVISION· · 2075 LAS PALMAS DRIVE CARI-SBAD, CA 92009-4859 (619) 438-1161 · MISCELLA-NEOUS FEE RECEIPT Applicant Please Print And FIii In ~haded Area Only . JOB 22 ADDRESS • 36 Rutherford Rd. ASSESSOR'S . PARCEL NO. 212-061-26 : OWNER 'OWNER'S . MAILING , ADDRESS CARDON MEADOWS DEV. CORP. 9339 Genesee Ave. #250 I : CITY, San Di.ego ZIP 92121 TEL. 587-0073 ,I P~AN ID NO. C) -. _ . _ o.io 960 CONTRACTOR CARDON MEADOWS_ DEV. CORP. . ~ 6 2.... 3'1 J ________________ __;;___;__..:_ ______ .....a..------l _ESTMATED v_ALUATIOt:-J _ ~---__ / ; , l· I CONTRACTOR'S \ '. t~bL~~~s 9·339 Genesee Ave #250 PLAN CH~CK FEE 001-810-00-00•8821 ---------------------! IF THE APPLICANT TAKES NO ACTION · . CITY San ·Di ego ZIP 92121 ·TEL. , STATE . LIC~ NSE NO .. · t Rancho Agua BUSINESS LICENSE NO: Parcel 587-0073 D·and WITHIN WO DAYS, P~AN CHECK i:;EES WILL BE FORFEITED. , Q5 l3f){S:sf.t ~ SUBDIVISION Hedi dooda LOT(S).........,.u...,,...LM.J.L.)...,Ju..L-~a....i:;i___t---'--'...:..._-'--..,..:....-----..:._-,--_..;...... _ _,__ _ ___: ___ _ ' LEGAL DESCRIPTION , DESCRIPTION OF WORK ' . CONTACT PERSON WARE AND MALCOMB ARCH I ADDRESS 9868 Scrar:iton Rd 200 White -File -\ J -~ I Yellow -Applicant , CHECK IF SUBMITTED: D 2 ENERGY CALCS , ,. 2 1987 ENERGY C1>.LCS I D FOR NON RESIDENTIAL ~LDGS ' D 2 STRUCTURAL CALCS " D' 2 SOILS REPORTS D 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE l,.A COSTA LETTER · SCHOOL FEE FORM P & E CORRECTIONS-LIST Cl;:RTIFIC·ATE OF OCCUPANCY Pi_nk • Finance Gold -Assessor \ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB880950 FOR 10/05/92 DESCRIPTION: ADD MEZZANINE BLDG #3 13,642 RENEW-NEW. PERMIT #CB90-163.6. TYPE: C'J;1I JOB ADDRESS: 2236 RUTHERFORD RD APPLICANT: WARE AND MALCOMB ARCH CONTRACTOR: CARDON MEADOWS DEV. CORP. OWNER: PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANC~# CB880950 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-546-1121 587-0073 REMARKS: MH/JERRY/438-3341 INSPECTOR --~&----i-P_C--_____ _ SPECIAL INST!l,UCT: PM PLEASE. PERMIT COMES. UP EXPIRED. / 1 TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION '\ 19 ST Final Structural 29 PL.Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical PERM'IT# CB901636 SE89-0045 SE890046 SE890055 SE890061 SE890082 TYPE INDUST swow swow swow swow swow .. STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ***** INSPECTION HISTORY***** DATE 042792 101389 ·oESCRIPTION Final Combo Frame/Steel/Bolting/Welding ACT INSP CO MPC PA MPC COMMENTS SEE LETTER DATED 4-28-92 FLOOR NAILING ) Cl) z 0 ~ a:: ~ frl C USE BALL POI.NT PEN.ONLY. & PRESS HARD APPLICANT TO FILL•IN INFORNIATION WITHIN SHADED AREA AND.DECLARATIONS. ~ ,,,.. e-L,._ .?Jo I ~:r~b~ .,;;~·tha; :.~.:n llcensecj und!'r -· •. •• ·--~ ~; ::··., :frbvJslon,·.of Chapter 9 (commenclrJ? _with :to!! ADDRESS All. ST.RD. NEAREST CROSS ST. BUSINESS LICENSE.# vA_i.:u:.•,T.ION PERMI"[ NUMBER , c Section 7000) .of Division 3 of the, Business· • J .· . . '· . · .,/ · ·-· · · ··-· .. o ,.,:' ~ and Professions.Code; and ,my llcense'fs~~n. . 22 6:'. Ruther.ford Road Fa· rad· _;.-,,-------1..Jioo!':;.._~~,__.~'--,..:..{d'--I . q r:: Z. full ,force and effect. · • • ·,·--. • · \. · · · · · ' ~ t~ . c.J 8,,.,-. , ·. ',. • ,-: <,. ·, . ,, , , .~,UB!)I viSION •• · ,_,.,·.J ASSESSOR'PARCEl NO. • . . .... CONTRACTO.R. . • CONTRACTORS PHo'NE·# ~ · · · ' . ·· • 1 hereby-af(,rm. that ·I am ·exempt lrom lhe Conlrac~ -· · · • • • • • No 823 APN 212-01:1. ·?t: c· ct t.l d D · tor's_gic~nse-Layflorihe tollowing reason (Sec. 7031.5. ua Hed1don a. ' • ' . ' ~ • 2P -yo . ar on .1'1ea QWS ev. . Any.city orcountywhicb re· ' • . • . OWNER'S PHONE . • ller.,'improve; d~iriohsfi, or , ••• · ·-.., . COIIIV'1!~ciT~:S.,(>.:006.E:SS A STATE LICENSE NO. , BUILDING SQ. FOOTAGE . • ,, .•..•.•. ,, .......... s.ua.nceaIso,eqm,es1he.ap-Cardon Me· a·do·w-s Dev. :.. ... 587 0073. '::J.:),r:, ut::11t::=>1::t:: ve #250 · .,pl1carJt·for-such permit·to file a signed statement that he,1s -~ ,, . _ • • '\ -• -. -li~ensed pursuant Iii th~ P.(Ovjs,~ns-of the Conlraclo(s OWNER'S MAILING ADDRESS' ; Sart o·, e O . CA . 92121 .L,.c~ns.e·Law (Chapte_r 9 co.mf11encmg w,111 §ec1109. 70Q0. ol . · · .·. , ,·: , . . . . , . D1v1slon'3olthe8usmessand-ProwssionsCode)orthatisex· 9339-"G . · . , . · . DESIGNEF\ DESIGNERS PHONE empUh,erelrom~ndlhe~asis'lorllieallegeri-i!xemptio'n, ~ny, . enesee ,Ave #250 San -Otego CA 92121 · · . J~~l~1,~l~~]11~!~i,:~~cl~Ti-~~n~~;:tr~~rJ~~~fh~~r,~~-ij~:.. OESCRlPTION OF WORK'• • . ' . 9 •. . . Ware anQ 'Ma 1 comb· Architects • dred•dollars ($500). . . Mezzanine Addi' i DESIGNER'S AbDRESS · . ·. . . . 9868 Scranton Rd #200 building. Building #3 Research Center~P~l!JlaLZ,z,aa __ ,t-~t,-;ittew,~rt~~ CARL$BAD. BUILDING DEPARTMENf 2075 L~s P~.lmas Dr., Carlsb;id, QA 92Q0!:!-4859 (919) 438-1161 --,,-,_,--' ~··--···-' -~ •; . --_· __ . -----·~- · ·I I I, as·owner of the·property .. or my.employees with wages· ffi . · as·l~eir sole compensation. w,11 do )Ile work, and the struc· . a . .Jure Is.noU~tendeq.or,oflered lor·salo·(Sec, 7044·, Business ,!- s· not apply to an ·owner ol· properly wh1J'builds.or improves APPLICATION & PERMIT Inc 546-1121 STATE 'LICENSE.NO. c..:13513 · ··No · ~--I ·-eW" ~ ,, ·U::: >,. _, ·ro 0 a. E (I) I- I 'O 't2L-:/-~ ~---.~~~L· . ~-~-----:YO NO _,. • and-Pr.olessmns Code: The.Contracto,'s License Law does ·t • lhereon and who does such woik 'himself or th·roug~ his own ii: employees, j,rovfded that-such improvements are·nol'intend· W . ed,or olfered for sale. If, however, the building or 1mpr,ive· I ·1 PARK-iNG s·PACE I RES uNiTs I GRADING PERMIT Is~uEo REDEVE.LOPMENT ·$TOR11:s T~ p . . ~~b~IT I'\./·}:) 315911i17/88 0001 .. 01 . BldPmt .. 02 I ~ 21421.-,00 · . AREA Z . ment Is sold .within one year ol complel1on, lhe·oi>lner'builder ! 31: will have the burden ot proving lhal he did not" build or im· ' O prove tor the. purpose ol sale). · \ .. . YO N.-0 YO NO ace: LOAD + ~IRE SP.fl . :Yi ND Not Valid .Unless·M.achine··certdied ~. as owner ol -the property,_-am exclusively contracting \ 1litli licensed contractors to construct the project (Sec. 7044, r Busine_ss and Professions.Cope: TheCoQtractor's License \. Law doe\ ~ol apply to an own•( of Rroperty who ~uild_s or im· · 1 · proves mereon, and who contracts tor each pro1ects with a contractor(s) license -pursuant to the Contraclor's License la.w). . • · D As a homeowner I am improving my holl)e, and the follow: ·-1 · ing condllions exist: ' . . , , l · 1. The work is-being.pertormed.pnor to sale. , 2. I . have lived in my· home for twelve months prior'to completion ol lhis work. I ·3, I have not claimed this exemption during the 1 last three years. , D I am exempt under Sec.-~-~-.,-,-, B·& P,C. tor this reason ____________ _ i \. I ( 15.1"' I hereby aflir[Jl that I hav~ a certifLcale of consent lo l QTY. PLUMBlflJG PERMIT --ISSl:J.E 756 QTY. MECHANICAL, PERMIT -ISSU~ . /~_.Do EACH FIXTURE TRAP iNSTALL l'!)RN, DUCTS UP TO 100,ooiJ BT(J ------··· --· ·---·· ···--- EACH BUILDING SEWER 0 BTU ·'EACH WATER HEATER AND~ENT I II I BOIL~R/COMPRESSOR UP T EACH GAS SYSTEM 1 r...P-(GLJTLETS I --. -T-I sc;i1 LER/GOMPR i:_·.~s~ s HP ------. EACH GAS sYsT~R MO Rt 1 r I METAL FIREPLA? . . trER:REPA1R·wATERP1PE · J--~ _--T--JvrnTF~INGLEoucT j J I II I MECH EXHAUST -HOOOIOUCTS WATER S.OFTNER I . I/ I RELOCATJON,OF-EA FURNACE/HEATER EACH ROOF DRAl!'l_ilNSIDE) I II I DRYER VENT TOTi<L MHHANICAL ,. SUMMARY/ACCOUNT NUMBl;:R BUILDING PERMIT SIGN PERMIT PLAN CHECK TOTAL P~UMBING ELECTRICAL MECHANICAL MOBILEHOME .· SOLAR STRONG MOTION FIRE SPRINKLERS 001 ·81 O~lr0-00-8220 ·· · ·oo 1-810-00-00-8221 001 ·810-00-00-8821 001 ·810·00-00-8222 001·810·00·00-8223 001-810-00·Q0-8224 001-810-00·0Q-8225 · '001-810-00-00-8226 880·519-92-33 001·810·00·00·8227 ';"lt,losure, or a cert,flcale ol Workers· Compensation-In-f \ I , surance.orace[lill~dc~pythereol(Sec.3800,LaborCode) I ·I· TOTAL PLUMBING \ II, , uuL•~•-nu,L,"','-', LL , POLIQ_Y·NO. -·, l I I I I on1n~c 'Ct:L ~ ~PflNY .. ·... I DIID.l If' C/1.f'II ITICC' CCC 320·810-00·00·87 40 360-810-00-00-87 40 i== ~ dopy is llled with t~e. city . . · ~ I -c .. . • I I . 0. Certifled COP.Y Is heceby. furnlshecl r f l ~ CERTIFICATE OF EXEMPTION FR0!',1 I 0 WORKERS' COMPENSATION INS\JRANCE ·-·j !I) ,{This section need not be completed if the permit l a:: . is (or oJ\e hun~ced. dollars ($1001 or less) !i:1 · . 0 ·i'ce(lify, thalln.il\e performance of the work for which l «~ this permit is.issued, I shall not employ ,any pe'tson ln..any I ~ in31)(1"er so as to become Subject to the Workers' Compen-I > Sahqri. Law~ of-9?1iforr_lla. ) 9tv_. ELECJRIC~L PERMIT -ISS,UE :N_l:,W CONST.EA AMP/SW.T 11lKB 1.PH 3 PH EXIST BLOG EA AMP/SWT/B_Kf!..., 1 PH 3 PH REMOOE L'ALTER . TE.MP.PO LE . 2i)8'AMPS S--a?JI QTY:I MOBILE HOME SETUP. CAR PORT ---AWNING I t"" - •OOIUUL. n:.;L:. PARK-IN-LIEU (AREA ) llF. 134-810·00:0.0-8835 LA COSTA TIF 133-810·00-00-8835 FMF ~ LICENSE.TAX"-, 001-810;00·00·8162 MFF 880-5-19-92-57 OVER 200_Jlt\1PS TE~.¢G~PANCY (30 DAYS)-e --,,..,,,,..,--i .... 1 7 ..... . I ih/-:J:, .. ., )'V ,,.- --Tffa5/ . - ~ . "E ro, -~: ·a., a. <( . I _s:::' ·c. a: 0 <fl· ff) (I) ff) .'.£. . l ~ .2. Q) >-· (I) (.)' C <ll C u::: C (I). ~ (.') ''1-IQTICE ;l'O APPUCANT: lf;afiermaking,this Certificate l oflfxempiioo,.y&u s~~~!d ~coni" c:u,9JeCt to.the Workers· l ,r: • ColTlp':risation prov"rstO~s of ~h:~~ forthwith com~ly with s~ch provisions or this' perITlit shall J , ~ d~eme~ revoked. . --. -- -- TOTA\, I ~ ~-. ?_ ·_TOT.A·~ ELEG_TRlfAL I .. . I I ~. I TO"l. I I tOTALFE.ESPAYA~LE I I~~~ I l l AVE. CAREFULLY EXAMINED THE COMPLETED "APPLICATION-AND PERMIT" AND DO HEREBY Expiration. E~ery per_miUs~ued by the BuiJ\lingOffiqial imderthe prov1s,ons-ol this * AN,OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 9REDIT 01:;POSIT ffi ageppy for th~ p'lrl9rmance ol lhe w9rk forwhic. c' . m.!!,,_i,S.Jssued•(s?c·. 3097, Civit Code).,..,. • TIFY UNDER PENALTY OF PERtltJRY THAT-ALL INFORMATION HEREON INCLUDING THE Code shall expire by hm_,t'!l100 8nd become "'-!'I ~nd void If the building or work 5• O" DEEP AND DEMOLITION OR CONSTRUCTION OF • , , . authbnze\l by such perm,! 1s not commenced within 1 BO days from the dale of such . ;LARAT[ONS ARE TRUE AND COR_RECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 1$ permit, -0r if the building or work authorized by such permit 15 suspended or STRUCTURES OVER 3 STORIES IN HEIGHT . :,[• . ,Q' I ~~:eby•:ffJfrri !~cit;_t~e-~e"°:i~ a.constructfon; ~ Lender's Name • • :. 1 ~>a. ~•~,~'"':: .. ·• i • ~~~ ED: TO COMPLY WITH ;,\'LL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON-L·.!a~ba~nF-o!!n!!:ed~at:.,:a~n!L!t!!im!!!e~af~lle~r..!t!J:he~w~o!.!rk!.... 1~s..::c~o!!m!!;m~e!!;n!!:c!::ed:!..!!fo!.!.r,,;;a~·e~ri~o!!!d..\o!.!.f..!l~80=da&ass.., -:::--i'~~'ff.~~~-----------i,a-i=:""'lf--t--...., JCTION, WHETHER SPECIFlED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND · , ~ 0 0 p HARMLESS THE CITY'OF CARLSBAD AGAl,NS.T ALL LIABILITIES, JUDGMENTS, co~ns AND AP !CANT s SIGNATUR . . . OWNER· CONTRACTOR ENSES WHICH MAY IN ANY WAY·ACCRUE AGAINST SAID CITY 1N CONSEQUENCE OF THE /4 I~ •• .; . BY PHONE O /~ a. ,. .• • ~ NTING·OFTHISPERMIT. ///.A/W"'f , . ·~J .., I 2 '.c ~ , . -• . . ,r --·-', . ·-\ .. ; .. ' .. TYPE . ' ~ ' DATE INS,PECTOR J . . -BUILDIN //. / '. ·-'. FOUNDATlON -~ // l/1r. ~ .,..... FIELD INSPECTION RECORD I L----· • R.EINFORC.ED STEEL ,,51"'' I~ ~,,, .. REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES :\ -. . MASONFW . .. ·-.......... . , .. REO. IF INSPECTOR'S GUNITE OR GROUT . . INSPECTION DATE CHECKED APPROVAL ' . ! ~ ... ~ .--{! • • ... . MED FLOO~ · n.~ · .. '-< ~ -/ $UB F~A .·~ ""~-~~~ ~1-ING SOILS COMPLIANCE SHEATHING 0 ROOF q SP.IEAR PRIOR TO . FRAME I , FOUNPATION INSP · STRUCTURAL CONCRETE EXTERIOR LATH l ----OVER 2000 PSI . > L ;;,.-., .-. • INSULATION I PRESTRESSED ' . ,':-.·~- .. I CONCRETE -·-_..., INTERIOR LATH & DRYWA!,..L . I POST TENSIONED I CON.CRETE '' " I .. ., PLUME:$1NG I FIELD WELDING , 0 SEWER AND BUCO d RUCO HIGH STRENGT-H dWATER BOLTS .... UNDERGROUND D WASTE .. SPECIAL MASONRY TOP.OUT 0 WASTE D WATER TUB ANO SHOWER PAN 1 •: GAS TEST I I PILES CAISSONS 0 WATER HEATER 0 SOLAR WATER • >' '• I . ELECTRICAL . . 0 ELECTRIC UNDERGROUND [ -. 0 UFFER ; .,. . \ .. ' . ROUGH ELECTRIC : ·,.~ 0 ELECTRIC SERVICE D TEMF ORARY " •: .. ) -. ... 0 BONDING D. POO~ . I \ ... • ' > MECHANICAL I i. J½.,::t:..tf ~J ~ _ 1 "'{)·~· 0 DUCT & PLEM., 0 REF. PU ING , ·\ . .. .. ' ... . 1r2t TI\'f.\\t3 ormr {ir ,~;--.. . -. -.. l, - HEAT -AIR COND. SYSTEMS ....... .. .. ' . ..... ' ' ...... _ -""•..,. VENTILATING $YSTEMS ..... r ' - r, J/J 7.,,. CALL FOR FINAL INSPEC· ION WHEN ALL APPROPRIATE IT-EMS ABOVE HA VE BEEN APPROVED .. rP,/JV FINAL . -;~ PLUMBING .4.-/.>' A .1:[ ELECTRICAL -r)/ (./4./" ,J w\ 1 f \t '--., ~ ' (./?J-/.Jf l ~· -· r.>-'\--·~ .~ MECHANICAL l'JT'j' ~ >':: .. ~.:..\ ::-·'\,· ...:,, \ i' : · .. -'f"·.., . J?--II J __... .t, ~ \ A { GAS L? . " --~. . . BUILDING ,. ~f' r rv1 SPECIAL CONDITIONS ~ 't ...1111111 UNSCHEput.Ep INSPECTION DATE ~ /;t> /7P.. J I PERMIT # ~9()/~U • INSPECTOR /~C.-,-- PLANbK # _______ _ JOB ADDRESS 2,za, &f'UM~ ,&o. TIME ARRIVE: _____ TIME LEAVE: ____ _ CO LVL DESCRIPTION fi-&JJ6<- -- PDJIITS 6/15/89 ACT ·COMMENTS :/ft &7-!}.-g O &n· -ff: .bfY'r ___JJy;,_ Az ou1ze: 101 • Vm ~-~y \ .. / ,/ ~-,.,.,.: ~ /( I / / '/. ftU1 WllEY & ASSOCIATES STRUCTURAL ENGINEERS / . l\ l J f . 22s sr;EN . ·-tt1°' ~ SUITE 214 SOLANA BEACH, CALIFORNIA 92075 (619) 792-6577 FAX _(i19} 792-6579 ~ ~ r un~~99 I~!/.~ ~J r. Jer~ Mcclenny ~ \J 'P ~ Ml Prt,es . I 23 therford Road Suite 101 ~ ~ ~ arl d, CA 92008 i1 '-u"'- ~:; .~ ~ B,.E: Jsearch Ce.nter ·Mezzanine, Bldg. 111 i ~ l(l ~ . 1 sbad, CA ).~ t . -~ J tj v1 . l ~ _K Dear Jerry: J f~ . As y~u requested, we have reviewed the use of 'GN' wood ,!, ~ · f 1 oar trusses in 1 i eu of the 'WS,I ' fl oar joists specif .i ed on the ,~ ~~ ~ppro~ed ~lans. We also ~n~erstand ~hat-3/4: Gypcr~te is to be ~ v, i , used 111 11eu of the specif 1ed 1-1/2 lt. weight concrete. We do s ~ ~ ~ not object to these substitutions, provided that the following i~ ~ items are adhered to: ., ~~ l The 'GN' trusses are. designed.for the mezzanine DL, a 20 v ~ psf partition load, and a 50 psf ·LL. The design should ~~~, also include provision for a 2000 lb concentrated load as ~ ~, specified in UBC sec. 2304(c). v.~ 5' ti g -~ ~ i ~ " . ~~ ~-1 ~ t) t ~ ! u ~ ~ l V, . ~-~ Ht .. 2. 2x blocking between the truss top chords is required to be installed above the GLB's and 4x ledgers. The blocking needs to be connected to the framing below with an 'A35' framing anchor at each block, or the blocking needs to be attach e d us i n g . 1 6 d at 6 " o . c . ( toe n a i 1 e d ) Ref details: 1/S5, 3/S5, 9/S5 3. The 'LTT20' anchor at detail 3/S5 needs to be attached to the top chord of the truss. 4. At the areas with high diaphragm shears, ie where 10d@ 2-1/2" o.c. spacing is .called out, use 14 ga staples@ 1-1/2" o.c. with 3" wide 24 gage metal strips at the plywood joints per APA report N370, dated April 1988. If you have any .questions or.need clarification of any items, please let me know. . . UNSCHEDULED INSPECTION DATE @,//3 /,'2--INSPECTOR fkt£C-- PERMIT 7 C1';0/fe~i, . /~I(# ------ JOB ADOIU:SS ~.,._·S(, ,flu'7'N.c/$f-t''VQ .. ~~1&1?= TIME ARRIVE: _____ TIME LEAVE: ____ _ Cb LVL DESCRIPTION ACT COMMENTS -- --- PDKITS 6/15/89 --- OATE 7(11: / 'l/ . . PERMIT # ($ CJ t) -It (3 & / UNSCHEDULED INSPECTION INSPECTOR /lA 1PC- 4LAN6K # ______ _ JOB ADDRESS .2.&Z,3(, ~- TIME ARRIVE: __ __,.. __ TIME LEAVE: _______ _ CO LVL DESCRIPTION ------· PERMITS 6/15/89 __ ..,_.,... :,!"·: .;?--· ACT COMMENTS PROPERTIES October 11, 1990 Tony Mata Principal Building Inspector City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Dear Tony, Enclosed is an application along with a check for the amount of $1,088.00 to renew the permit for the construction of a mezzanine at 2236 Rutherford Road. The old permit number was 89-950. I have enclosed a copy of your letter of 05/08/90. Please call if you have any questions. Sincerely, JM PROPERTIES ~----?V'-~~ e ry W. Mcclenny esident JMc:aa 2236 Rutherford Road • Suite 101 • Carlsbad, CA 92008 • 619-438-334 l • FAX 619-438-3356 FINAL BUILDING INSPECTION RECEI VED JUN 1 3 1991 DEPT: BUILDING ENGINEERINGc9LANNING U/M WATER PLAN CHECK#: CB901636 DATE: 06/12/91 PERMIT#: CB901636 PERMIT TYPE: INDUST PROJECT NAME: 13642 SF MEZZANINE ADD NEW PERMIT 1/2 FEE ADDRESS: 2236 RUTHERFORD RD CONTACT PERSON/PHONE#: MH/JERRY/438-3341 SEWER DIST: CA WATER DIST: CA INSPECTED BY: INSPECTED BY: ·COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: .1fx/v APPROVED ~ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED June 13, 1991 Jerry Mcclenny JMProperties Cit 2236 Rutherford Rd 101 Carlsbad, Ca 92008 BUILDING PERMIT 90 1636 2236 Rutherford Rd Attached is Mer Camero's correction list of March 19, 1991, and a letter from Randy Wiley to you dated June 3, 1991, responding ·to that correction list. The le~ter is acceptable as a response to Items (1) a, b, c, but if you have supplied the glulam certificates or a revised detail for ~ the wall at the warehouse area, I have not found them. ,-----·Will v6u please send the certificates and detail directly to me with a opy of this letter so we ca~ move forward towards your final inspection. ---?o.--L~ --- CARTER DARNELL PLANCHECK COORDINATOR c: Mer Camero 207.5 Las Pal mas Drive "' Carlsbad, California 92009 ,,, (6"19) 4~8-·t i 6i , I ' AoW, WILEY & ASSOCIATES STRUCTURAL ENGINEERS '·' 225 STEVENS AVENUE, SUITE 214 SOLANA BEACH, CALIFORNIA 92075 (619) 792-6577 FAX ~f19) 792-6579 June 3, 1991 Mr.· Jerry Mcclenny JM Properties 2236 Rutherford Road Suite 101 Carlsbad, CA 92008 RE: Research Center Mezzanine, Bldg. I I I Carlsbad, CA Dear Jerry: ~- i ; . As you requested, we have reviewed the use of 'GN' wood floor trusses in li~u of the 'WS_I' floor joists specified on the approved ·plans. We also understand that 3/4" Gypcrete is to be used in lieu of the specified 1-1/2'' lt. weight concrete. We do ~ot object to these substitutions, provided that the following items are adhered to: 1~ The 'GN' trusses are_ dasigned.for the mezzanine DL, a 20 psf partition load, and a 50 psf ·LL. The design should ~lso include provision for a 2000 lb conc&ntrated load as specified in UBC sec. 2304(c). 2. 2x blocking between the truss top chords is required to be installed above the GLB's and 4x ledgers. The blocking needs to be connected to the framing below with an 'A35' framing anchor at each block, or the blocking needs to be attached using 16d -at 6" o.c. (toe nailed) Ref details: 1 /SS, 3/S5, 9/SS 3. The 'LTT20' anchor at detail 3/SS needs to be attached to the top chord of the truss. 4. At the areas with high diaphragm shears, ie where 10d@ 2-1/2" o.c. spacing is called out, use 14 ga staples@ 1-1/2" o.c. with 3" wide 24 gage metal strips at the plywood joints per APA report N370, dated April 1988. If you have any questions or.need clarification of any items, please let me know.· iley, SE ,. j J . ! CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB901636 FOR 06/09192 DESCRIPTION: 13642 SF MEZZANINE ADD . NEW PERMIT 1/2 FEE TYPE: INDUST STR: JOB ADDRESS: 2236 RUTHERFORD RD APPLICANT: . WARE AND MALCOMB ARCH CONTRACTOR: JM PROPERTIES PHONE: 546-1121 PHONE: 438 3341 OWNER: PHONE: INSPECTOR AREA MC PLANCK# CB901636 OCC GRP CONSTR. TYPE NEW FL: STE:. REMARKS: MH/JERRY/438-1636 SPECIAL INSTRUCT: INSPECTOR /l(\.flv 71 TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# CB880950 SE890045 SE890046 SE89.0055 SE890061 SE890082 TYPE CTI swow swow swow swow swow STATUS EXPIRED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS 19 ST Final Structural .dO N...0...S~ ~ =-·. =--==--==--==------------==-------==-_= ·~~ DATE 031392 09179i 050891 050891 '• . · . . •. '·' . ~ ***** . , INSPECTION HISTORY***** DESCRIPTION Final Combo Rough Combo Final Structural Frame/Ste~l/Bolting/Welding ACT·INSP CO . MPC CO MPC PA MPC PA MPC COMMENTS SEE LETTER W/INSP COMMNTS SEE INSP NOTES SEE INSP COMMENTS / I I ~J!l wwtirJJJ ~1 f PJ§§Q(yuli~$ STRUCTURAL ENGtNEERS ------------------~--,--------+--225 STEVENS AVENUE;, sums 214 SOLANA BEACH. CALIFORNIA 92075 (619) 792-6577 FAX ($19} '192-6519 YRANSMITTAL DATE: ___ l_O_-_'S_-_'1 __ ._L.-_· __ JOB NO:_~~~ PROJECT:. ______ _ .-t ArrN: _____;:;; .k v::vl,f {v\c c { e.V\ \Cl!, t --...... _ ,.-;, ... , •. ' ,,, ..... ,,,. ._ ........ ,., •===•u Cl C,,f('fli.:,l!Oi·J. u ?11t11.:. 1 J ·. '.~;lnat 0 , !), · •r,gs 0 , •:tr,~ ' ' f:1.,, -,;n,-rr TE' '&I'S - FAX -----~--~---·----·----+ ..:. ....... --.............. ---------- ,,. )St; For your use1lnformetlon ~requested D For review & comment D No exceptlor1s taken D Revise & resubmit O Other VIA: o Delivery D Mall 0 flck-Up ~_ax ·CJ Other ?:>--~ fS" NO. OF PAGES (!netudlng cover sheets): _______ TIME: _c .. _,, ____________ -· ----------~ _____ ...._ ___ , ................. ..,_.,.,.=.,,..........,.,,.. ............................. __ .,. _,,,,..,...,.....,..,..,..,_ __ _ r,tMARKS;,._. -----------------~--~--------~-------- -·· --·----·· -. .._ ·---~~----- ~ ... .,.,.. --,,==---~~~---------------,,------~_,,,..~~~~-----------______ ,_,_ .\ '' -----_ ------------------------------------------------------------------ l \ ,, \ I OCT 05 ''32 14: 44 R. l-·J. WILEY &: RSSOC. RJ!J. WILEY & ASSOCIATES STRUCTUAAl ENGINEERS -~--------~------------- t-'lr. Jerry McO I enny JM Proper t i 1::')S 2236 Rutherford Road Suite 1Qi C1:r 1 sbad, CA 92(108 RE\ Botto~ chord bracing for the floor t~usses at the mezzanines at the office building at ~Z36 Rutherford Road, Carlsbad~ CA. P.2/3 -''"° you requested, we have reviewed the CalpuTrus # FF-16-25-99 floor trus$ k•a.:.-, r,,. d,~.:. ,gn, and bracing requirEments and feel that the bott.an chords may b~ ,,_ :'-qu:_;n;.i;. 'i br.aced using one line of 2-112·· 20 gauge Western WCS steei studs (or equiva·1en,_) that are attached to the truss bottCfl'l chords with 2 No.8 Mi lcor Titc"IC;-.,:,,;rews. The braces would also need to be connected to the concrete panels at the ends of the mezzanines or at the last trus~ ,~ -"'.'"" ::i dfa.s----.. al stud should be used to connect the brace to the top chord and f1oor diaphra9"J'l. Doin? this would meet c.he requirements of notes 2 & 3 of the Ca'q:)uTrus drawings for the"' f t,.Jr trusses that span approximately 16'-0". 1 1 y,::,u have atW Quest ions or need further-'it-,fo~t ,on, pi ~ase 1 et me know. cc: City of Carlsbad Sui 1ding Departrtr:rit ~ 0 A.W. WILEY & ASSOCIATES SiAUOTUAAL ENGINEERS 22S· STEVENS AVENUE, SUITE 214 SOLANA BEACH, CALIFORNIA 92075 (619) 702-6577 FAX (619) 792-6579 June 3, 1991 ~r. Jerry MoClenny JM Properties 2236 Rutherford Road Suite 101 Carlsbad, CA 92008 -1 RE; Research O~nter Mezzanine I B 1 dg ~ I J I Car.lsbad, CA · Dear Jerry: 1 As you requested, we have reviewed the use of 'GN' wood . floor trusses in Heu of the 'WSI • floor joists specified on the approved plans. We also understand that 3/4" Gypcrete is to be used ih lieu of the specifieg 1-1/2" lt, weight concrete. We do not object to these substitutions; provided that the following items are adhered to: 1. The 'GN' trusses are designed for the mezzanine DL, a 20 psf partition load, and a 50 psf LL. The design should also include provisfon for a 2000 lb concentrated load as specified in UBC sec. Z304(c). 2. 2x blocking between the truss top chords is required to be in~talled above the GLB's and 4x ledgers. The blocking needs to be connected to the framing below with an 'A35' framing anchor at each block, or the blocking needs to be attached using 16d at 6" o.c. (toe nailed) Ref deta i 1 s: 1 /S5 ~ 3./S5, 9/S5 3. Th.e 'L TT20' anchor at deta i 1 3./S5 needs to be attached to the top chord of the truss. 4. At the areas with high dia~hra9m shears, ie where 10d@ 2-1/2"· o.o. spacing is cal led out, use ·14 ga staples @ 1-1/2" o.c~ with 3" wide 24 gage metal strips at the plywood joints per APA report N:370, dated April 1988. If you have any questions or need clarification of any it~ms 1 please let me know. ileyJ SE <1,t--~ ..... 'T • ..... ,... ~ 1 -• ..., • • Jm PROPERTIES August 27, 1992 Pat Kelly City of Carlsbad 2075 Las Palmas Carlsbad, CA 92009-4849 Re: Permit 4/: CiS6f>O°ISo Mezzanine Attached please find a legible copy of the truss calc for the mezzanine structure at 2236 Ruther-ford Road. As you recall there was a question regarding the omission of the 2x4 bridging between the trusses, and the assumption by the building department that they were required to be installed. Unfortunately, the original calc that was reviewed by yourself and Mer Camero was a faxed copy and the print on the general notes was illegible. Upon review of the clean copy which was mailed to Mer by the truss manufacturer, general note 4/:3 states that the 2x4 bridging is "recommended" but is not required by the manufacturer. Therefore it is not necessary to retrofit the building-now that the remainde~ of the space has been built out and finaled. Since this is the final correction item for the mezzanine structure, I see no reason why Mr. -Camero cannot sign off the final on the shell so that I can final the tenant improvement in suite 103, and allow the tenant to occupy the balance of the space. I would like to reiterate the fact that this process and the confusion over the-se items has caused us and our tenant, Sound Environmental severe delays and this' item needs to-be handled immediately. If -there are. any complications with the signoff of this item, please call me at (619) 438-334-1. Sincerely, JM PROPERTIES v-J ~ ~- Mcclenny . sident 2236 Rutherford Road • Suite l O l • Carlsbad, CA 92008 • 619-438-334 l • FAX 619-438-3356 ~ ~ ! LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER (5) 2X 4 2x 4 2x 4 TOP CHORDS: OF f1' 1-5 BOTTOM CHORDS: OF f1 1-6 WEBS: OF STANO 1-10 2.0· C-2.5x7.7 co = I ..... C> I ru C-5x6 Scale: 3/8" JOB NAME: RELIABLE 'l '; ·: j i BOB STRONG FILE NO.: FF-16-25-99 DATE: 6/ 7/91 Ver 4,3 DES. BY: AM REF.: 0-1 SEO.: 244181 ,-.. I TRUSS SPAN 16'-6.oo· LOAD DURATION INCREASE• 1.00 SPACED 24.0" o.c. LOADING LL+ DL ON TOP CHORD• 9-4.0 PSF DL ON BOTTOM CHORD• 5.0 PSF TOTAL LOAD• 99.0 PSF C-2.5x7.7 C-2.5x4.3 C'-2.5x4.3 C-3x6 C-3x4.3 C-2.5x4.3 16-06-00 WARNINGS: 1, Read all Gen1n11 Not•• and W1mlng1 before constiuction of trusses. 2. Builder and 1cectlon conlractorshould be adYIMd or 111 General Notes and Warning, before conatrucUon commence,. 3. 1x3 compraaafon web bracing must be lnatalled whtrt shown +. 4. All lateral lon:e 1ulotlng.elaments IUCh N lemponiry and pennanenl b111elng, muat ~ dHIQned and provided by dHlgner of complete structure, Computrua auumea no rnponalblllty for auch braclfl9, 5. No lo.ad should be-applied to any component until atter all bnaclng·and faat1nera arw complete, and at ho lll!M ah'oukt any loadli grwa11r than dHlgn !oad1 be applied to any component. e. ,Computrua haa no, control over and H1ume1 no re1pon1tblllty for the fabrication, handling, ahlpmenl and ln1Uill1Uon of eompoii•nts.. 7. Thl1 de1lgn ii tumllhed aubfe<;t to tM llmttatlone on trusa detlgn1 Ht forth by the Tru" Plate lnetltut1 In "Bracing Wood nu ... ,, BWT-7&"1 • copy of which wlil i,. furnlahed by COmpulrue upon requHI. C·'3x4.3 C-5x6 General Notes, unless olherw1se noleCl 1. Design 10 support loads as shown 2 Des1en assumes ihe lop and ·bollom ch.ords 10 be lalerally braced al 3 • -0 o c. and al 12' ·0 • o c. respechvely 3. -2x4 lmpacl bndg1ng or lateral brabng recommended where shown + + 4 lnslallalion of lruss Is lhe respons1b1l11y al lhe respective conlractor 5 Design assumes trusses are to be used in a non-corrosive environment. and are loi "dry cond1hon" of use 6. Design assumes lull beai1ng al' all supports shown Shim or wedge If necessary. ~ ~1~1~ins~~iu~e~f1~ug~e~;1:1:g~;s;rz,~~e~nd placed so !heir center Imes coincide w1lh 10ml cenler lines · , 9 DIgi1s mdIca1e s12e ol plate ,n inches. 10 F.ll;' .. _b::;,ci:be~~~ RalrM\:he Compulrus Plate. ind,caled by the prehx 11. The Computrus Net Section Plate Is 1nd1caled by the prefix "CN". fhe des1gna1or (18) indicates 18 ga. malertal is used. All others are 20 ga. .----... .. _ TF'I SINGLE MEMBER FORCES GD 1654 -1754 920 -875 41 4 -839 883 -1718 1693 T 1• .-984 B 1• 0 W 1• T 2• -2773 B 2• 2158 W 2• T 3• -3386 B 3• 3359 W 3• T 4• -2822 B 4• 3383 W 4• T 5• -1083 8 5• 2232 W 5• 8 6• 0 W 6• W 7• W 8• W 9• W10• TCBR LEFT• 1647 TCBR RIGHT 1620 co C), I ..... 9 C\J BEARING AREA REQUIRED ISO. IN) JOINT 1 2.6-4 OF/ 4,07 HF JOINT 6 2.59 OF/ 4,00 HF CamP.uTrus Inc. MANUFi.CTURIHG • UtGIHE£RIHG • COt,1.PUTER SVSt£WS !>-awe;-::c..: .. , .i_ Cit June 13, 1991 ,Jerry Mcclenny · JM Properties 2236 Ruther~ord Rd Carlsbad, Ca 92008 101 BUILDING PERMIT 90 1636 2236 Ruther:ford Rd Attached is Mer Camero's correction list of March 19, 1991, and a letter from Randy Wiley to-you dated June 3, 1991, responding ·to.that correction list. The le;ter is acceptable as a response to Items (1) a, b, c, but if you have supplied the glulam certificates or a revised detail for ~g,the wall at the warehouse area, I have not found them. ,---·Will 6u pleas~ -send the certificates and detail directly to me with a opy of this letter so we can move forward towards your final :j.nspection. ---?~L""- CARTER DARNELL PLANCBECK COORDINATOR c: Mer Camero 207.5 Las Palmas Drive ° Carlsbad, California 92009 "' (619) 438-1161 !! ' ' City. of Carlsbad . K3·5',h,hhilN•14!24t•hU,t401 I Je·rry Mc Cl enny Cardon Meadows Development 9339 Genesee Ave #250 San Diego, Ca 92121 August 9, 1989 2236 RUTHERFORD RD, BUILDING PERMIT 88-950, MEZZANINE On J-uly 10, 1989 as a result of a framing ins·pection, our inspector, Mer Camero found the following changes in your plans: 1. Plans required STR l plywood, blo_cked,with specified nailing. You installed T & G plywood, grade CD, which eliminated the edge nailtng a~d changed the grad~. · 0 2. · The plans show a wall at the side· of the mezzanine and light weight concrete topping on mezzanine.· You eli.minated the wall and did not install the topping. Please have your responsible design professional approve these changes and submit them to us for our approval. You will be requesting a final inspection soon, and our inspector wi 11 need these approved changes to proceed. MARTIN ORENYAK, c: Mer Camero cd 2075 Las Palmas Drive•C~rlsbad, California 92009-4859•(619) 438-1161 R.W. WILEY & ASSOCIATES STAUCTUAAL ENGINEERS October 12, 1989 Mr. Jerry Mcclenny JM Properties 2236 Rutherford Rd. Suite 101 Carlsbad, Ca. 92008 RE: Research Center Plaza Mezzanines, Bldg. III Carlsbad, Ca. Dear Jerry, As you requested, we have reviewed the attached American Plywood Association report, number N370 dated April 1988, for use on the mezzanines where the required blocking for the floor diaphragm was not installed. It is our opinion that the 3 inch wide strips of 24 gage sheet metal with 14 gage staples, installed according to the above referenced report, may be used in lieu of the 10d common wire nails and 2x flat blocking shown on sheet S3 of the original mezzanine plan and sheet S2 of the tenant improvement plan for the addition of the interior stair. The equivalent staple spacing should be as follows: 10d@ 2 1/2" oc 10d@ 4" oc 14 ga staples@ 1 1/2" oc 14 ga staples@ 2 1/2" oc If you have any questions or need further information regarding this item, please let me know. ley, SE enc. 225 Stevens Ave., Suite 208 Solana Beach, California 92075 8-3075 EXP. 1241-89 STRUCTURAL (619) 792-6577 (619) 632-0362 ,A.W. WILEY & ASSOCIATES STRUCTURAL ENGINEERS· November 4, 1988 Mr. Jerry Mcclenny Cardon Meadows Development 9339 Genesee Ave. Suite 250 San Diego, Ca. 92121 Re: Research Center Plaza, Bldgs. I & II Carlsbad, ca. Dear Jerry, As we discussed on the phone, it is not necessary to provide blocking around the edges of an 18" square opening cut through the plywood sheathing of a panelized roof system when the opening is located between the 2x subpurlins. A panelized roof system, by nature of the way it's constructed, is a blocked diaphragm since it has framing members located at' the edges of all of the sheets of plywood. Cutting an opening within one of the sheets of plywood does not alter the fact that the edges of the plywood panel are still blocked. If you have any questions·concerning this, or need further information, please let me know. s~iL ~andy W. /4..jiley ,/S.E. 307{'" 225 Stevens Ave .• Suite 208 Solana Beach, California 92075 (619) 792-6577 (619) 632-0362 .J.,', 1"-; \. '-' ,.. ··!' i. ;y1.H:., ~r,:.: .,1 t-,,',H-;1•", tif -r 1',t ,t,'f; f',),t»j~t ,.,.R1:::GE1\ technical note I AMERICANPLYWDDDASSDCIATION • P.O. Box 11700, Tacoma; Washington 98411 / Area Code 206-565-6600 I TLX.32-7430 NUMBER N370 Aprll 1988 STAPLED SHEET METAL BLOCKING FOR APA PANEL PIAPHRAGMS Allowable shear values for blocked structural .panel diaphragms are significantly higher than· those for unbloqked diaphragms. Where blocked diaphragm values are required, panel edges are typically blocked with ax lumber framing and fastened in accordance with recog- nized schedules in order to achieve desired shear values. There are instances, however, where installation of lumber blocking may not be convenient. One alternative Is to · substitute sheet metal strips for lumber blocking at panel joints. The technique has been evaluated by APA and is discussed in this Technical Note. · RECOMMENDATIONS TEST PROGRAM · Recommendations were developed based on a test program conducted by APA. Loads wllre applied at the not rate of 0.1" per minute to specimens fabricated as shown In Figure 1. One hundred thirty-nine specimens were tested with varying panel thicknesses, sheet metal gages, staple gages and staple ~pacings. Table 2 summarizes test results on those specimens which were configured In accordance with recommenda- tions given in this Technical Note. Specimens not summarized are those which were substantially over- · Recommended design shear values are given in Table 1. . . driven, including 14-gage staples through 26-gage sheet : metal. For this combination it proved very ditticuit to control overdriving, and so it is not included in recommendations. Panel edges between framing shall be supported by tongue-anc;l-groove joints or panel clips. Recommenda- tions are also applicable to two-layer systems wh~re edge joints of the. top layer are staggered from those of the bottom layer. Performance is sensitive to staple overdriving, particularly wt,en using 26-gage shee.t metal strips. For this reason It is recommended that full Inspection of workmanship be considered when sheet metal blocking Is used. Staples shouid be driven so that the staple crown is flush with the top surface of the metal strip. Install staples with crowns oriented perpendicular to th·e plywood f&ce grain or panel major axis. Table 2 Includes load at a fastener slip of 0.015" divided by 1.s; a value commonly used to limit design load based on joint stiffness. Subsequent analysis of these test loads suggested a prpgression of design toads. Maximum load· per staple was chosen to _correspond to lateral design loads recognized by model building codes and FHA; that Is, 52 lb for 16-gage _staples and 75 lb for 14-gage staples TABLE 1. Recommended Design Shea; (lb per staple)(•) Gage Minimum Panel Thlckneu (In.) - APA Panel Sheet , . Grade Staple Metallbl 5/19 3/1· 15/32 19/32 23/32 APA Structural r 16 -26 ·16 .. 24 (,· 36' 52 52 Rated Sheathing 16 24 16 24 '! 36' 52 52 14(C) 24 --50 75 75 APA Rated Sheathing 16 26 14 22 32 47 52 16 24 14 22 32 47 52 14(C) . 24 --45 68 75 (a)'Based on normal duration of load. (b)-Strips 3" wide. . (c) 14-gage staples through 26-gage metal strips not recommended. -:~ (, i .I .. l i .... on a normal load duration basis. Resulting design loads are compared to ultimate test values to obtain typical load factors. It was determined that 19/32" Structural I and 23/32" APA Rated Sheathing plywood fully develop \he lateral load capability of both the 16-gage and the FIGURE 1, Test Sp~clmen 3/4" I ---I 14-gage staple, as shown _in Table 1, · ---Panel major axis parallel to load / · _,_ 1/2 S T I s + s _L 12" test length 4" 16" Staple crown perpendicular to plywood face grain or panel major axis .,r ! I TABLE 2. Summary of Lateral Load Tests on Stapled Sheet. Metal Blocking Avg. Load (lb/staple) Panel . , Ultimate ThlckntA · : (Load at ~ f ' • :' ·~ ·,' ,' APA Panel Grade APA Structural I R..ated Sheathing APA Rated Sheathing Staple 16 16 16 16 16 16 16 14 14 14 16 16 16 16 16 16 16 16 16 Gage Sheet Metal 26 26 26 26 24 24 24 24 24 24 26 26 26 24 24 24 24 24 24 (In.) Failure) 5/16 . ' 84 . 15/32 .. 206 ',, 19/32 . 202 ,,; . 23132 207_ 15/32 213 19/32 233 23/32 , .. 232 15/32 19/32 23/32 3/8 1/2 23/32 3/8 7/16 15/32 1/2 1/2 23/32 247 .. . 322 395 118 163 209 145(•) 125(•) 165(•) 134(•) 203 250 Load at Recommendad 0.015" Slip Design Load Load Div. by U (lb/staple) FactQr ·,: ,, 13 ;·,· . <, ~ .. , 16 ' •, 5.3 .. 62 ' . '•. 38 .. 5.7 ,,, 71 . ' ,., I < 52 , . -3,9 ·~ '.'{ ' ,•>(•74"•i f• '•If l,"52' .-.. ,t, 4,0'' --·.. ~ -,,, ,i, .• ." -•.• 64 76 77 ' · 60 i'.' 95 · 114 36 52 52 50 ., 75 75 22 22 44 32 ;~~ ·•:,;,,, .,,. '''/' 52 -22 ··.--:·~·!, /"_.:,!,22 -32 -32 . 38 63 32 52 ' ( ' ' 5.9 4.5 4.5 4.9 4.3 5.3 5.4 5.1 4.0 6.6 5.7 5.1 4.2 6.3 4.8 (a) Specimen subjected to 4000 passes under a 200-lb wheel load prior to testing. ... : ,. ~ .. i .J '1 7 I • I .• I .• ,ft ' , ~.; i ii .. ) ,\ ( RECEJVED MAYO 9 19~· City of Carlsbad . M-t-UiU,OhhiW•l4!24f·$~Ji,t4UI May 8, 1990 Jerry Mc Clenny, President JM Properties 2236 Rutherford Rd 101 Carlsbad, Ca 92008 BUILDING PERMIT 89-950, ADD MEZZANINE 13,642 SF to BLDG #3 This permit falls under the category of work started and then suspended for more than 180 days. Your letter asks for an extension which cannot be granted. Your reason is that you have a permit for Suite 113 in the same building and the work done there should be considered as some work on the subject permit. We cannot do that. It has been ruled consistently in the courts that one perm.it cannot vest another. However, if you act before October 13, 1990, you may obtain a new permit for one half of your original fee which will be $1088. An application is attached. (7:i, ~~ BUILDING INSPECTOR cd April 28, 1992 Mr. Jerry Mcclenny JM Properties 2236 Rutherford Suite 101 Carl~bad, CA 92008 RE: BUILDING PERMIT CB880950 Per your request on April 17, 1992, Principal Building Inspector Pat Kelley and I made an inspection at the undeveloped Suites 117 and 119 to verify the items mentioned in Mr. Kelley's letter of April 9, 1992 relative to R. W. Wiley and Associates' letter of recommendation dated June 3, 1991, as well as to the Truss Manufacturers' installation details. The following deficiencies were observed: a. the required conn~ction of either a Simpson A-35 framing anchor or 16d nails spaced at 611 o.c. (toe-nailed) for each 2X blocking between trusses, to the main supporting framing member, per item #2 of R. W. Wiley's recommendation was no~ satisfactorily met. b. the truss bottom chord bracing as shown in the detail and also in item #2 of the general notes is·not provided (see attached). While the existing "pat" seismic ties can be accepted as alternates to the "L TT 20" anchors specified in item #3 of R. W. Wiley & Associates recommendation, you have - to correct the above-mentioned deficiencies. We have determined that a 14 day period from date of receipt of this letter is a reasonable time for you to make the corrections to keep the building permit valid-. You may contact me at 438-1161 ext. 4461 or Pat Kelley at ext. 4503. )Jg~ ~:d;~gcl~:pector MPC/mh c: Pat Kelley Building File RE'c 1et.lW J!;,Y.• ~cf-0 Le)':/> ·. L/}dCi/0J- 2075 Las Palmas Drive • Carlsbad, California 92009-1576 ° · (619) 438-1161 ·'-.f-21\ dw ••• .I. '. . ,,.••, ' ~ ; > ,· :' ~ } .. . . . '•,", ' ... , • :. -•• : _( • • • 1 • ·,,.,r:.,. ~. '' .. ' . . . -.• '· .. . ·:·· ' .... ~ ' ~· . . . . . . . . .. ',,_. A i.l l ( Ii (\ DATE 7 /Jb /y.2,. . , r l.. TIME __ ~--~~/_S° ___ _ LOCATIO~ . 2 2.S(;; ·-PERMIT NO.· C-.8 f?J?07'~D , WAY< = ·.... . .. ., '· ...... FOR INSPECTION CALL 438-3101. RE-INSPECTION FEE DUE? . D YES FOR FURTHER INFORMATION, CONTACT M / cJ ,,<:_, ,f-3 f? -9 55"'0 . ~/C.._ _ PHONE . BUILD.ING INSPECTOR CODE ENFORCEMENT OFFICER April 9, 1992 Jerry McClenny nv.r Properties . 2236 Rutherford Road Suite 101 Carlsbad, CA 92008 RE: BUU.,DING PERMIT CB880950 of Cari·sbad I have revievved the above referenced project with Mer· Camero. He provided me with a . chronology of his attempts to final the· shell permit. In summary 1 he would like to verify two remaining items on ~ite. They arc items two (2) and _ three (3) on the June 3, 1991 letter from R,'vV. 'vViley-& Associates. Specifically, the counter blocr-Jng for shezr transrer at the truss to ledger connectors, and what size PAT an.chors were used in lieu of the LTT20 anc.hor will need to be field verified. Mer and I will make this inspection and no permit :fee wi1i be required if we can do this in a timely manner. Mer is a diligent and detailed inspector whose only goal is to have a contractor follow the approved plans. Major structural changes are not his responsibility to approve. It remains the Architect of Record or Structur::'.l Engineer's responsibility to submit changes for plan review prior to constructing said ,changes. Your point regarding allowing te~ant occupancy prior to shell final is well taken. You may be assured· t½at it is not our policy to allow occupancy prior to shell final and Mer has been ad vised not to let this happen again. Please schedule an inspection with Met Camero and myself so that we may resolve this matter. You may contact me at 438~1161 ext 4503 or Mer at ext 4461. -~--~ . PAT KELLEY . -------- Principal Building Inspector PK:rs cc: Mer Camero Building File 2075 Las Palmas Drive .. Carlsbad, California 92009-1 576 • (61 9) 438-11 61 ;, ! 1 l ! I ,, " Ii S T R U C T U R A L E N G I N. E E R S 1 K J < · 225 STEVENS AVENUE, SUITE 214 SOLANA BEACH, CALIFORNIA 92075 (619) 792-6577 FAX <f 19) 792-6579 f ~ ~-~ -t--J . 1li "-.:!June 3, 1991 "'\ ro . . ~ ...... lJ. ~ ~J'-Mr. Jerry McClenny -v; '1 Q:) " :JM Properties · }' ,2 2 3 6 Ruther ford Ro a~ 0 t i Carlsbad, CA 92008 Suite 101 1 RE.: '.~ . 1 ~ . v1 Research Center ·Mezzanine; Bldg. Carlsbad, CA I I I _ -y f " ~ ? ,I\·~ . ~ ~ Dear _Jet~ry: ( !~ . As you requested, we have reviewed the use of 'GN' wood J ~ • floor trusses in li~u of th~ 'WSI' floor joists specified on. the f() i) <fl . approved p l ans . . We a l so under s t·a n d th at 3 / 4 " Gyp c r et e i s to b e ':] ~ , used in 1 ieu of the specified 1-1/2" lt. weight concrete. We do ~ ~ ~ not object to these substitutions, provided that the following tl} -.{.. i terns_ are adhered to: ~ ~ f . ~-~ (' -~ l t "'R tJ '{) i ~ {~ ~ ~ '2 V 1/\ { 1~~ '%. N ~ k l ~f~ \). .. 1. ·The 'GN' trusses are designed.for the mezzanine DL, _a 20 psf partition ·load, and a 50 psf 'LL. The design should also include provision for a 2000 lb concentrated load as specified in USC sec. 2304(c). 2. 2x blocking between the truss top chords is required to be installed above the GLB's _and 4x ledgers. The blocking needs to be connected to the framing below with an 'A35' framing anchor at each block, or the blocking needs to be attach e d u s i n g . 1 6 d at 6 " o . c . ( toe na i l e d ) · Ref details: ·i/ss; 3/ss, 9/S5 3. The 'LTT20' anch0r at detail 3/S5 needs to be attached to the top chord of th~ truss. '. 4. At the areas with high diaphragm shears, ie wh~re 10d@ 2 -1 / 2 11 o . c . s p ac i n g i s ca 1 l e d out , use 1 4 g a st a p 1 es @ 1-1/2" o.c. with 3" wide 24 gage metal strips at the plywood joints per APA report N370, .dated April 1988. If you have any ,questions or need clarificatio~ of any items, plea~e let me know. f l t I l f f . J ·I J i ' f ./ I l I r f" I I \I ~ r·, H~-1· n. r{," ~ :--' _, n ' I\) .. ::::::=--:~J ~ 1 ~ •. ~-->I 2-{)j-08' p.;a ~"'-~~~ ...... I . ; ' ' .................... J,:J \ I.,} • .:. .... t_;\_.••.JJ~ ~ 7,CJl lS·""'" . -~ .4-'. 1··-lo .035 p ~ ' ,!ll::== ~ ';l ~ ., ·,-.;~ IJ,, • ~ A .t, RI ' '• ·.·· .-_____ ... ------~- I' I 'I ~ I ' ~ \ l· I ;,, _\\ !' (, Jm PROPERTIES April 1, 1992 Pat Kelley Principal Building Inspector City of Carlsbad 2075 Las Palmas Drive Car,lsbad, CA 92009 RE: Permit #CB901636 Dear Mr. Kelley, Enclosed please find a copy of a letter addressed to me from R.W. Wiley & Associates, dated June 3, 1991 an:d a GOpy o.f. a truss calc received by me on June 7, 1991. These items were r~quested by Mer Camero in June of 1991 and furnished to him at that time for the purpose of obtaining a final inspection and sign offQf this mezzanine perm;i.t: The ac'tua.i construction of this wo.rk wias. c.ompleted in the early part of 1989, but wc1,s never signed off · as coinp·lete. · · · On March .5, 1992, I received a letter from you addressed to Ware & Malcomb· Arc·hite(='.ts regarding the upcoming expiration of said building permit. Needless to say, I .was.surprised that the project had not been signed off back in June when I furnished these items to Mr. Camero, but I re-called the final inspection anyway. On March 13, 199 2 I received the le,t·ter from R. W. Wiley back from Mr. Camero asking for the engineer to certify c·e.rtain things about the project. Mr. Camero has had this letter in his possession for nine months and is now asking me to provide more information and to incurr more expense from the engineer to obtain a final on a project which has been substantially completed for three years. If there had been concerns about the letter i~ June, I.think it should have been handled by your department at the time. This type of situation has repeated itself many times on this project. Since the completion of the Mez.zanine in J,989 ,· I have processed building permits and ·col!lpleted construction on the buildo.ut of three fourths of the Mezzanine area,, and that space has been occu:pied for mont·hs, in some cases for over two years. I don't. see any reason why this permit hasnit been finaled a long time ago and don it feel like I -should have ·tq .. ·_incurr ~ny ~dditional expense to pursuade Mr. Ca~ero to sign it off. And considering that the permit has now expired, it would not seem appropriate fo3: me to pay an extension fee just so the final could be signed orf. 2236 Rutherford Road • Suite 101 • Carlsbad, CA 92008 • 619-438-334 l • FAX 619-438-3356 ' ' ' April 1, 1992 Page two I would appreciate it if you would see to it that this permit gets finaled out, and notify me in writing that it has been accomplished so that I do not get another surprise nine months from now tha-t this item still has not been cleared up. Your cooperation will be most appreciated, and if you have any questions regarding this item, please call me at (619) 438-3341. Sinc_erely, ,/ , , ?~F ~· . :' :_ .:// I'-.. '-:--<··. ~ . :/. \) ...., J ,d !..J; S T R U C T U Fl A L ENGINEERS 225 STEVENS AVENUE, SUITE 214 SOLANA BEACH, CALIFORNIA 92075 (619) 792-6577 FAX (i19) 792-6579 I; ltt>~~ i \ ~ ) June 3, 1991 1 1t 'I. ~ S.,.t---Mr. · Jerry· McC l enny / ~ '1 Q')'-JM Properties l . ~ · I 223~ Rutherford Road Suite 101 , "~ ~ Carlsbad, CA 92008 ; g 1 A ... ~ ~ ~ R~: Research Center -~e~z~nine, Bldg. I I I ~ ;:J . Carlsbad, CA: f; t J D~ar Jerry, . ·< f~ . As y~u re9ues~~d, we hav~ reyi~wed t~e.use of '~N: wood It ~ · f 1 oor trusses 1 n 1 ,eu of the WS_I f 1 oor Jo 1 sts spec 1 f ., ed on the -·8 f(J v () approved p 1 ans. We a 1 so underst•and that 3/ 4" Gypcrete is to be ~ ~ ~ , Used in 1 ieu of the specified 1-1/2" lt. weight concrete. We do s ~ ~ ~ not object to these substitutions, provided that the following i ~, ._ 1 i terns are adhered to: ~ ~ The 'GN' trusses are designed for the mezzanine DL, a 20 .J psf partition load, and a 50 psf ·LL. The design should ~~ ~, also include provision fbr a 2000 lb concentrated load as ~ < ~ specified in USC see. 2304(c). fi'~ l i t "" ~ !J '() ~ ~ i~ ~~~~ ~ \) v\ . . ~ l~. . ~ ~ ik h ~ { t· \l. ' 2. 2x blocking between the truss top chords is required to be installed above the GLB's and 4x ledgers. The blocking needs to be connected to the framing below with an 'A35' framing anchor at each block, or the blocking needs to be attached using .16d at 6" o.c. (toe nailed) Ref details: 1/SS, 3/SS, 9/S5 3. The 'LTT20' anchor at detail 3/S5 needs to ba attached to the top chord of th~ truss. : 4. At the areas with high diaphragm shears, ie where 10d@ 2 -1 / 2 " o . c . s p.a c i n g i s ca 1 1 e d out., .us e 1 4 g a st a p 1 es @ 1-1/2" o.c. with 3" wide 24 gage metal strips at the plywood joints per APA report N37O, dated April 1988. If you have any ,questions or.need clarification of any items, pleaie let me know. iley, • .···, '1 • Iii ... ... • ·t:f " ~ . ~ . -, . ..... ._lla!IIII__. ...... ___ ;../, ___ ..._,._ ~O'd SfO'ON ~p:51 t6'l unc ..... r-. r ~ r.!, • ~ _.,... ... _ ,l,. 80-~H A . I : I ( '' ~ p _, . a ..... -~-::C!* ,.#*"' _, ..... - ,.,· c;-,/ijr?--- ------'--!-i=>-=:i..'-=3.....,,,~u711E/f.r:MO,__--S~·-~· --------,---------------- Ala~ SYl-1.ro · . (~~1lf..o0) ~------_.2.::_x_,., _ ___.,=J,J,.__~1_.sr_· _n~;te.A/'r>;:.;....,;:c..~'N__,::;;.~_·..;..1N_.~-"'-1: ...... ',!f::!,=·_c:;c::...,..:r'--1_0_t0,;c___,.:..·J'</i!..~---.t=J1~A~'l:J:,__J(Jy._"'-___ -1 ~ILJ/J<., Ft!)V#() Nol\J. C!dJUFOltfl"IArrt/q;;£ 77:J ~S .. ( ~N'?j/C./;C-,, ~,. &H.l'r::S. ,._,.. ~ /-i,(6T/~/l!!;O. ~.#/8.1 ~... C r l> • T./. /O ... / 2 • f I ~ ., ,_ ;._ L, /n H ~~//~ /{5r / Z,..; q ( .17-/1 -~ r . t,:7',.-• . - · .. e#~./;v'~ . . /U;O:.f,,,,..,,., ~//~ ... . /kt;.,,J qr;ft7_f /AL e>tJ,r-Htl3.£Y' >,'P"t .r . -ttAI~~-~..l.Sl . -.,, s, '/-I #15 · a :r~. . ~/dfP-:-,, t5 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: o/ /7-7 QAPPLICANT ~~CT.mN LANCHECKER JURISDICTION: erry oc: C A/Z.L$. [JA D PLAN CHECK NO: 8(5 9$1? SET: (IT OFILE COPY QUPS [jDESIGNER PROJECT ADDRESS: __ ;;...;;;..;;..=. __ .;..;;;;..;.;;....:..:=::....:... 2Z36 /l v Titt.,< Fqll,. D f(.. D PROJECT NAME: ___ ,.__ _ _,'-=..,._-----....~--'--'---......;;;;..<_...;;...:.. :Z"v t;Lfc AQP J() 1/LT-(..)P ' D . II 0 D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ON AJTACfttl) ~ ctilT are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected pl.ans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: O Esgil staff did not advise the applicant contact person that plan check has been completed. ii Esgil staff did advise applicant that the plan check has been completed. Person contacted: De...<;f6Nfi..,,K f>Y A??o1,-._/lMf.A...1T Date contacted: ___________ Telephone# _______ _ REMARKS: ------------------------------ By: f Ft Sc tff.-& ESGIL C_ORPORATION . Enclosures: ----------- APfc> 11tfT>v.£.tvT ~ - t=-R 1i).,,, / TH-£ (r) PrZ.w, 0£ ,t L k. T""J.i..lt.. 5.,.,/L. '-,N 61 tvfi-&-lc... ( t1vf tic M• NI, '7>-Ht-, 77-f-> 'FOUN Q 147) o f\.f hl-AN Arv,) ,/?£C, H-A-,/P ft,£€,v IL'i!:-v1 F-tN ,;_,;> .Arv? 'il4-lf-'T T , /,4-,,4 .. r:._ , \ ~s~, O~-'Tf; . .R.,.., t A,-£,;) 'tff..A. 7 "'7]ff:' f!. $-l.O'M..-., /V,JA-'11 ONJ ,r-1 I~~ V "II /(.J_Pp,/Li .A-It::, ?£.;Pt:. £ l r 1 ,. , r ,',v( P ~ A"'"iE: D I AJ fl) ;;,./_ ft,L.,'.N( (z:) THtf. Dv c16N e:,,;::;. 'TH-F__ ~,e<T F-loDvl t-..., ooi) S'f'MA-i( r ,At ( S # ,1<; . lrP.~11.f ll AS;;.') 0'(\I 71+f. " , Jq ,--,. -O e,__ 7rf-F -.,1,..(L,T D€ s 1r,A1 /·,v ~~C.71().N Z.S-IS-u) 01= Ti-1:E_ /9t58 <.)/]( .. . ,. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: 8B SET: /C PROJECT ADDRESS: __ 'Z._c_J_b ____ tc_v~vtu,--=-=--F~d'{?.......__=p ____ ,~<-~D.___ PROJECT NAME:~. -----=G~~-~_.F'--L=&----'A-'"---"'-D~D~-~Tt>_,..._77..__L=r_:...v_._e D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will .substantially comply 0 with the jurisdiction's building codes when·m~nor deficien- D Ill D cies identified ___ ..,,,_ ______ .,,...,,.. ___ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck, The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to returp to the applicant contact person. II The applicant's copy of the ch~ck list has been sent to: LA t..,e '( /CLO t+A / (,..J IU?:l A ,vj) .,..,. tt C..l O <--4 ML W- I/PP O Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: AP?LrCAN1 CAl.Li..:> fi_..SGtL Date contacted: bb o Telephone # ---=--------------------- REMARKS: ------,.------,.,...a----"'------,-------- By: . P f6lHI/l Enclosures: -----------·ESGIL CORPORATION ~ /z:,.7.... --·-· ------~-----~ _.,. __ ;. ·" - JURISOlCT ION: CA((.c'.:..S (?flQ Date 6/4 7 'ROJECT AOORCSS: 'Z,c) G flrJ]]ff..(-Edt.v t'l-1) ·o:_--!:w~*:.:;~;;J'=----e:--J'l/\> ........ A-_L...,c_.p....,.L .... e ____ A-fl-""""' ... ,""t.1 __ _ PLAN CORRECTION SHEET 'lan: Check No •. _-,-__ 8...,8 _ __.9._~....;::------ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Unirorm Building Code, Unirorm Plumbing Code, Uniform Mechanical Code, Nationa Electrical Code and stat~ laws regulating energy conservation, noise attenuation and access for the.handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have· to be satisfied before the plans will be in conformance with, the cited codes and regulations. Per Sec. ,o, (c), of the Uniform Building Code, the approval of the plans does not permit the violation or any state, county or city law. A.~ .:i) ·Please-make ali corrections on the original tracings and submit two new sets of prints, and any original pian sets that may have been returned to you by the jurisdiction, to: £.5 ~ ll. C o-,t_p 0 To r,cilltate rechecking, please identify, next ta each circled item, tho sheet or the plans upon which each correction on this sheet h~s been m~de and return this check sheet with tho revised plans. C'3.\ Th \!..;,) · e following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. ~-~--~ - Oate plans received by plan· checker 6/zt. ------- Date .:Ir_ plan check c0111pleted 8/t.z a,. ( Fl s c, ff£A., ___ .....__ (ZOJ) CU3) ,- (e,.25}ffi l (zoo; , R-8?'1 - p ,e,. (/V / 0 ii' · LE 11~«' ~~ifr--1 So/l. f.N6 Pt~ (J (2.. ( r,,,..,, A..I' ( r'I.P d' t: C.]1 ON THE S LAI~ n~, t A.J !,s 4' .,4-ce,.t_ Ol n. L ~ rf..k S r:; E. D -CA l-C S 011) ~ttlf ,r rj.,,. J ' 11:) £ re. (l P. r?VCfr i) Ev6£ t) ,s r- ( ON'-~ y1t .r::: l ,4 JJ \ ALC. 6 St±tJ.0 C)(}...J/>L!:, ~o ... T"'H£ l'l '-I X 2. y ~ t=-n 'Tb 77-fE_ A J_$"" >/f?dvJ?.. S,,,f:..1 f'11 f=.,,,,,, ~i:.. f:..../6 €:. cc I-+-,,..__ ,; " , , Atv A P PR<.vX1 -.14-1--'€, CALC Or TH£. DtA?l-i {/.S. TrM C.-VAU ~ tfr}...)S, A1 l t.A-.S7. >/y" 1t. tLA/VIIF [),€. rL LC 7loAJ ,4,-0/JLl.f In ;>s, ,t:. P/h7Tt7loAJ LOA,') /'.zo PSF E...~ c» \0 /sY COf)£) 7M ,~£ L.41111$ IY,..fiVS-""'-~NT f!>e_T/,,,,r~AI .Ti±£.. wAL-L 1'1ND 01APl'f W-V.S,1 ·-i?..F t..l SoLV/3:J;) - PlrJvtl>L w t4 r vi.~ FfL//'V-,.. Ct Tr' rJ,::. t' ,4./(__' c;. t> A~ IF TH-£ /~68 c ov;;: (:':, '71) f>' I TS£.£) Fi:IYt. WOOD S~A-K. {,,J J4 l-l s ?/?--w, e>e. l-., ,4rvf}.1 E_/?_o¼i C1T}I i.)}=- C..A~L$l3.4D ,o-rf... S_ttg,,.._._ ~X,S7'1tv '- r,{)-,.1 (.:fl.E~ C:: A'T)S J:1&:<::. l"76S-(..0,:)£ . :~ .. • .>, s;¥ _,,,.-. 1',. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: .. ________ f3_/_3_/c_8_5 __________ _ A PLICANT ·JU ISDICTI JURISDICTI'ON: CITY OF PLAN CHECK NO: SET: :;r:: PROJECT ADDRESS: __ '"2.. __ Z=J~G ____ g_v ____ TH:i..~----L-E~·-ct« ...... r-~ __ ,_2_0 __ _ PLAN CHECKER QFILE COPY -OUPS ODESIGNER PROJECT NAME :_---.IT'--'l'-"L .... T ...... -.... v~P.___...;'Z..;;;;._,.._i:> ___ __,_f:_c_D_D-i __ Z_--'--'tt __ i> __ i> ___ 1Tl..;...;..;0AJ_ v/T>f,,v e<...i> 6 ..... ~;:--~~r--:.,;..~~:,O,.~f::~...; .. (: ~ ... ·~-· :_. .. : t"'-'• ~-·· •. ~ .-. _;.. ;' ·~ ~:::·0,··~The plans transmitted herewith have been corrected where . _,..·_, · ::·necessary and substantially comply with the .jurisdiction's . _buildj.ng codes. ..... . .· . . The plans transmitted her·ewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified · · are resolved and checked by building-department staff. ·o The plans transmitted her.ewith have significant deficiencies identified on the enclosed ch~ck list and should be corrected arid resubmitted for a complete recheck. II The_~heck list transmitted herewith is for your information.· The, plans are being held at Esgil Corp •. until corrected . _plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the . _j~risdiction to retu~n to the applicant contact person. -·The applicant's copy of the check list has been sent to: L,4/ZiCY· K.L()lft+-/µAfl-t_ A,vO e:A'-(,Q"',J #CH 986B $C-,ZA1,//VN 7 .SAv 01£60 II Esgil staff did not advise the applicant contact person that plan.check has been completed. CJ?..t?..J O Esgi.l staff did advise applicant that the plan check has been completed. . Person contacted: Lrt-te,c. t /c.totfft /4.)fJ«,£ c.. ,-..,1uc:> ... .,5 rf{c.lH Date contacted: __________ Telephone # __ ='5'-/ ___ 6 _ _:..;./r~i~i'-- REMARKS: --------------------------- By: f f:t S, c,.,ff7t-R:_ ESGIL CORPORATION b/3 Enclosures: ----------- ----------------·------------------·- PLA11 aD!l'Z IIO. __ 8_B_....:;7_S_. D _____ _ JDRISDICrICII: _ ___,;C ... 1'1......_/?.._LS=-=13_._A..,.D..,,_ ______ _ J1R0J1Cr DATA -~~:;--:~---:-~~~t::~~i?~~~._.., ·-.···~ ocaJPBC!:. _________ 2. ________ _ ····:.. -;; l_llJILDIIG USl: ___ .....;C>::;....r ... t_e_r_C._t=_.-__ • _______ _ nn or WllStRIJCtl.\.ll: ___ :-Lf:_.__ __ N __ s ____ r __ t!.. _____ ____ AillJUBI-E AREA: b 'tooo. . . . . ·.-: ~ .. : . ' ~= -------------------- ........... :--;. ; -._.._.·"':· . SPRDIIL1!IS:_-_. ___ Y._i_~ __ .5. _________ _ ocaJPAff LOAD: :. RIM&RIS=-----....--------------i • t Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: /t-flCA{ Date initial plan check completed: _e_f_>_B.y: ___ 1_?___.E ___ 1:!>_c.-__ tt£ ___ 1< _______ _ Applicant contact person: Llf-/f.fl. 'z' . icLo tfft / I Te1. _ __...f6_t_9 __ ) ___ 5_;-Cf __ 6 ________ /.__/ ?.._<-___ _ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation., noise attenuation and access for the disabled. '.Che plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances. enforced by the Planning Department., Engineering Department·or other departments. Present California law mandates that construction c6mply with title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. ?he circled items listed need clarification, modification or change. All items must be satisfi~ before the plans will be in conformance with the cited codes 8.lld regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list {or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Ba su;:e to enclose the marked up list when you submit the revised plans. List Ko. 80., GENERAL CXHmRCIAL, Wll'HOO? ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMEN?S A. PWIS Please make all corrections on the original tracings and submit two new sets of prints, and, any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, ,(619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been ~eturned to you by the jurisdiction, to: The jurisdiction:' s building department. B.~=···GElli:RAta··· --?~-~~~~;y;:~~~~~!?~~:;.~.;_,, .... ,. ·~ ·. •>-;-:-· •.. -. . -• .· .. -~r-_ Provi~e ~ site address and a vicinity sketch. /-.···on the Title Sheet. · -· -· _·:· -.~---~,-,,.:-.:. -. -:~··-:~ ..... , . . . _ · · _vf.::,. !_!'o1_d~/ the . names, addresses and. telephone r-:.' ·, numbers· of the owner and the responsible design ·. -professionals on the Title Sheet. 51-" > All. sh~ts of the plans and the first sheet of . r~ . the·· calculations are required to be signed by · ·.--the:' California licensed architect or engineer respo~ible for the plan preparation. Please -include· the california license number, seal, 0 • date-'·of-license expiration and the date the : .~:-plans:. a.re ·signed.· Business and Professions Coder-:·.·_. · ·/.· -~ Indi~te-~~ the Title Sheet whether or riot a . .. .. . grading permit is required for this project.· // sli~ r ~~ the , Title Sheet all buildings, . ::_ structur~,· walls, etc. included under this --::-:..,~-application. Any portion of the proiect shown . ·:. on the site plan that is not includea with the -· ·. · -~_:'· building_ permit application filed should be · ( · clearly-identified as "not included" on the . . site plan or Title Sheet. · Q;t:·-~~:;~ ·>;_·'. Building -~de Data Legan~ on the -Title ~eet. Include the following code information for each building proposed: · 'fL SE-e.. C.~ Low 8:: JMJJ IUllflJ · --=;;, Description of Use . ______ ...,.. __ Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. c. srm PLA1f Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and, any proposed future puildings. . qearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if apart of this permit. Clearly -dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan • Show ·and dimension on the site plan all building projections including eaves, balconies, . cornices and similar appendages extending beyond the exterior walls •. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. i;!W:[e::: =~~n No )-------- -,Stories. -2,..," S"fbvZ-7'. -YVtJT ....... ~:z.~ JI"-Show the location of any designated flood IINBht plains, open space easements, or other Flaa• !aad development restricted areas on the site plan. 5:.C. {if tppli~~ L, \lb 7/29/87 Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. 2 / Structural mem~ supporting an occupancy separation must have the same-fire-resistive rating as the separation. Section 503 (b). No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not excee4 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). 9¥. A two-hour fire-resistive separation shall be / not· less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c). · :;~~~:;_--:~!~-::~~~~~j:"f~:: .!. --,--__ .,'.. • l"! -·-·-: -. ·· -'~ ' A one-hour fire-resistive separation shall be · /::; ·· not .. ·.· less-than one-hour fire-resistive .. -. ··construction. Openings shall be protected by a . -·~·· · .. one-hour assembly. Section 503 (c). · . . "?:>~~~ie~a6at!;n c:;;;le:ra;~~s::;et Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches · per 100 · square feet of wall may be installed and shall be separated by a horizontal distance of 2.l+ inches when on opposite sides of a wall. Section 4304 (e). ·· · --,~. ·Fire:resis~ive floors ~ed for occupancy T~. separation shall have openings for mechanical and &lectrical equipment enclosed in shafts per Section 1706. l<>L ciarify that whing within concealed spaces /--~-complies with· the Mechanical Code and· UBC . . Section 4305 (e). · · · lM. Ducts penetrating one or two-hour occupancy 7.-· separation walls 111.SSt have fire dampers. A fire -. door is required for. three-hour . separations. Section 4306 (j). · . · ·. -.. . · ,rJ... Usable· space under the first story shall be ;r.~ enclosed and shall be separated from the non- usable space as required for one-hour fire• resistive construction and the door to the usable space shall be: self-closing, of noncombustible construction or solid wood core, not less than 1·3/4 inches in thickness. Section 1703 ~ · : · 105: Show the basis for the rat~ of the occupancy 7 --separation you propose, i.e. ; Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. I'.. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). #its In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). ~ In areas where the occupant load exceeds 30, ~ two exits are required. ,a. ______ _ ____ • Table 33-A. Se£.-~€ WW ~ Exits should have a mi.nilllum separation of one- half the maxi.mum overall diagonal dimension of the building or area served. Section 3303 (c). @The maxi.mum~~-of .required exits and their required separation must be maintained until egress is provided from the structure • Section 3303 (a) .. 1~ Where a required exit enters a yard or court 7--the mini.mum width of the yard or court shall be 4411 and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). ~ Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. l'he exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. · · ~../ Change in width in a exit court shall be r"'· effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311_ {b). 1 ,L Walls of exit passageways shall be without r~· openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected · by a three-fourths-hour assembly. Section 3312 (a). Basements require two exits. Section 3303 (a). G2"E=c)~8...,©_;r.__._F _ _,_lltfr.----:..__..,.1._ ... _v_.:..;I s __ ('.:}~M..:.M~7.;;C..i;:6;;;.___.C..i:P.d.:..:S.:;._,f ;;..C> __ u.;..;,'V;____.:;;t-,;v_.;:'-....,;;O;..;;£;;.;.S.:;_f~(:,;,/:;;._.....;;;(..;:()..;.A.;.;;::>..;:S.::,)..,.,,'--Wu..:.::;;.:-tJ.;;.._~li-A£ #-. 7>t1L l ""i) 2. li.XtTS. · 7 29/8.7© oF C s ftM ( 0 NI) ,1.JV ,4 'Tl<) /I.I ( O(U!.t l>r/{(...> FE.. )( 1T ~(V 6 H-w, rJ(C.i; HA =t ,'f,'C . .f)(V s t2t!Ct77N6 1.-vtl.L i>E 1Z-e£/1.f,,.,.,,£J) vf>cJ,J HJ/( Tt/£ ,i KrD N' AT '.JSff'_s. -5,Ec. "3,J,o J (e) fC.Z S v&""' ,7J"r1 L If 7 Oo "'°' ftoo<C. ' ___ _._ __ --·--··--·-·-·· . ~ . ~· -----· .. m. l'otal width of exits in feet shall be not less 7 than total occupant load served,·divided by so. ?ributary occupant load from basements and stories above shall be per Section 3303 {b) and the maximum width required for any story shall be maintained. r.::'\ No point in the building shall be more than 150 ~ feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) ( See exceptions). i MC: Double acting doors are not allowed when r-· serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smolce and draft control assemblies or when equipped with panic hardware. Section 3304 -~. ·~~ ::r~~L~~!·.fy~?t~~~:~·~:~~--~ --~~~~-~-~-· · ~ ·· · -·--· · u(· .. :Exit~~d~'i>~--~ should swing· in ·the direction of r· . egrees when: serving an . occupant load of 50 or .. . ·-.,, more-~r when serving any hazardous area • . ' Section 3304 (b). See doors _____ _ .. ~ .. · 12ff. Ex~/d~rs should be openable from the inside 7 · without the use of a key, special knowledge, or effort.· Section 3304(c) [Note that exit doors s~~ 10 or less occupants may have a night latch, dead bolt, or security chain per Title 2Z. 2.-3304_-(c)·.J · -.,· · · . -12.c.. Exit .-d.~~; · fro:m-~s~bly rooms with 50 or more I""'·· ·. occupants shall not be provided with a latch or lock: unless it is panic hardware. Section . 3318~-:: · · · . ·. -~ ~i1 d;,~::. and gates, within ~ exit path from · . . an assembly l'OOII to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. .• -.. ,-· . _;V{ Exit doors . should be' a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees~ Maximum leaf width is 4 feet. Section 3304 (e). · 12".: The net dimension (clear width) at doorways 7·· should be used in dete~ining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thiclcnesses, panic hardware, door.swing,/ !ttc., the required exit widths have not been furnished. See door '}25· Regardless of occupant load, a floor or lariding not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 (h). 7 2~ 87 p6. When a door landing serves an occui,ant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (i). pi. Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (i). Doors should not project more than 7 icnhes into the required corridor width when fully opened, nor more than one-half of the required corrido~ width when in any position. Section 3305 (d). 129. Revolving, sliding and overhead doors are not / permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). 1~ R.amps_required by l'able 33-A shall not exceed 7--1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. MinlJIIWD size landings and landing clearances must be provided. Section 3307 • L.'ffADWAYS ,;,,(. Stairway width must be at least 44 inches when serving SO or more occupants• 36 inches when less than SO. Section 3306 (b). l!Y. Seventy eight inch minilllum headroom clearance ./ for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. ia{. Stairway handrails. should not project more / than 3-1/2 inches into the required width • Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). ~ Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x <t 1611 o.c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (i). Stairways from upper levels which extend below the level from which egress from the building · is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). 8 All interior stairways and ramps shall be ~closed. In other than H-6 and-I occupancies an enclosure is not required if serving only one adjacent floor and not coMected to stairs· or corridors serving other floors. Section 3309 (a). Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways . serving less than 10 occupants. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). ii.L Stairways should be enclQsed as specified in 7-· Section 3309: . a.· · Two-hour fire-resistive walls are required -·.-,:::~.-~_,~· 7:::· •. · ~,:i. buildings'. of-c Type . I· and II-F.R. -.· ; -· ., ... _. construction, and~ ~ all buildings over -· ": · ::: · :. · . .:.·_ _four· stories, and one-hour elsewhere. : ·. ·_ ·-........ · ..... __ .. -. . . .... .:: · b. Only !!Xit doors are allowed to open into · -,; exit enclosures. c. Doors should be labeled one and one-half- hours or one-hour fire assemblies. d.-· Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the "' exit . enclosure, . including protected openings. Only exit doors are permitted to open into the corridor • ..., ... .:... : ·:·: .. . . e. Ari. approved barrier is required at the ground floor to, prevent people from . _ accidentally continuing to the lower · level •. f~ Usable space is not allowed under the stairs. ,j_-~ied floors more than 75 feet' above the r· highest grade should have all exits from the building in smoke-proof enclosures. Section .. _ 3310' (b). · · -. . l~ ~ ~ildings four or more stories, one s~ay r·· 1111St extend to the roof.-Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. ' A first story as allowed by Section,_702 ~11 be included in determining the number · of stories when determining if a stairway: to the roof is required. Section 3306 (o). G 1Ht. (OtC.@,JW½ tot:> 7 29/87 Q~ Handrails are required on each side of V stairways. S~irways required to be more than 88 inches wide shall have intermediate handrails. Stairways less than 44 inches wide may have one handrail if not open on both sides. Private stairways (l tenant), 30 inches or less in height, may have one handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. handrail ends shall be returned or shall terminate in a newel post or s~ety terminal. Section 3306 (j). Note: Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyound the bottom posing where disabled access is required. r:;;:;;,-. lhe handgrip portion of all handrails shall be ~ not less than l • l/ 4 inches nor more than 2 · inches in cross-sectional dimension. Han~ls projecting from walls shall have at least l·l/2 inches between the wall and the Jiandrail. Section 3306 {j). S ffc>,,/ Frl'll. S.71\ifl_ I _,,._, O/J. ,Id( Openings in the exterior 'fall below. or within r-· 10 feet horizontally, of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306 (1). ~ Openings in exterior walls below or within 10 ,,,, .. -feet, measured horizontally~ of an exterior stair shall· be protected by self-closing fire assemblies· having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above • Section 3306 (1). ,.JI:!{. Buildings four or more stories in height shall ,r-have a stairway numbering system complying · with Section 33_06 ( q). ©. ·<mRIIIIB s '£.-E.. 13 £ law 149. corridors and exterior exit balconies serving 10 ore more occupants 1111St be a minimum 44 inches wide and 7 feet high to the lowest projection.· Section 3305 (b). 150. When a corridor or exterior exit balcony is · ~essible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). lE (Q:i:C:(Z ,pg@,$ ' 9 V ·----=-------·- 151. Corridors serving 30 or more occupants shall have walls and ceilings· of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. . Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less then the entire story in which the space is located is equipped with an automatic sprinkler system throughout and · smoke-detectors are installed within the corridor in accordance with their listing. . .. ---~ .Section 3305 ·{g). ._;: __ ::..:.,:;~; .. *~-~,g,:;__;;;.-::,.~~:~·~ .. ~--~-:t;"_"=, •. • ~ .· / .. 152:· ·0ne-iroi.ir7Cfire-rated cord.dors shali have door ·: .. , :-~-: open;np:: p_~tected . by tight:-fitting smoke and . ·-; · draft:' control· assemblies ratec1 20 minutes, . __ except: openings . in interior walls of exterior · .... ·exit·:>. balconies.-Doors shall be maintained : . self-closing or be automatic-closing by action of· a ·· smoke detector per Section 4306 (b). Doors shall be gasketed·to provide a smoke and draft:·. seal · where the door meets the stop on ·sides.and top. Section 3305 (h). 153. To1:a1:· area of all openings, except doors, in . . any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of, the l"00ll which it is s~ating from the corridor. SUch openings shall be protected --by fix,ed;' approved 1/1+ inch thick wired glass install~ in steel frames.· Section 3305 (h). · 15".: Ei~va~~s s~ing . more than two stories sbali / · not. open... into required one-hour exit corridors ~,--.-···. · · unless".:· protected by an • approved smoke/draft control -door system. In high rise buildings refer.to Section 1807 (h). Section 3305. . ~·· ::··.~:. ·:: - · 155. Duct;. penetrations of fire-rated corrido;a; walls · ·.. ,... and"_ ceilings. shall have fire · dampers · per · ~~ion 4306 (J). · · , ·· · · 156. One-hour corridors shall not be used as an integral part of a duct system. lhis inciudes ~e, space· above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). 157. Provide a complete architectural section of the corridor, and exterior exit, balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 158. Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). 7/29/87 159. Corridor walls may terminate at -the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system. Section 3305 (g). 160. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). 11. PJT SIGIIS ~ Exit signs are required for exits serving an ~ occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). @ Show that exits are lighted with at least one foot candle at floor l7vel. Section 3313 {a). @ Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. ::;:::.. p-. .[!,!.. 1:>6 C C.C.. l.-0 ,.q O fE,. o C,/ie-17 5 l O C 'J>"'-Show separate sources of power for exit illumination and exit signs. {Occupant load exceeds 999 in A-1, 500 in A-212:1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 {b) 2. 1~ The exit sign locations as shown are not 7-· adequate. o. pnmm 1d.. Elevators shall be enclosed in a one-hour 7-· shaft except in Type I and Type II F .R. construction where the elevator shall be in a two hour shaft. Elevators in other~ Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. 1d. Every opening into an elevator shaft enclosure 7·· shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. Elevator shafts extending through more than two floor levels shall be vented to the outside. lhe area of vent shall be not less than 3 1/2% of the shaft area and a minimum of. 3 square feet per elevator. Section 5104. 1F.11'.. Elevators in high rise buildings shall comply 7·· with Section 1807(b). ' ~ Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). 10 -----. ---·-------------·· ·-----· .. l~ Fire sprinklers are required in retail saier rooms where the floor area exc&eds 12,000 sq. ft. on an.y floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. ~. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). . lg,{. Provide fire sprinklers in drinking an.d dining 7 · · establishments when the total area of unseparated rooms exceeds 5000 square.feet. Section 3$02 (c). )'8· Provide fire sprinklers ___________ _ .· .. -. -·· . See also Section 5061 507, 508 or 3802. . jurisdiction ordinance. '-;' ii;~t~~/s~:~-1110re~'-_t:han .-100 sprinkler beads· ·· · ~.,t• ... '~..... • -"4-• • , ·. · :----a;:. aut~matic· sprinkler systems shall be supervued . . ,:-·:_;.::-. :i::. by_:an· ai?P.~ cenq-at;· . proprietary or remote, . ' · _: · .. station·: service,. or· shall be provided with a ··. -:... ·.: -~~ local. al~ whicli will ' give an audible signal •• -:0-::·::-:=:::,-· at-a'"! constantly _ attended location. Section ·. · .. 3803. - " 2n,f._·· Provide· class·~ ~tandpipes per Section T ', 3807 ~ · A first story as allowed by Section 702 . :. shall be · in~luded in determining the number of stories· when detemining if standpipes are required. Section 3806. ·-s;,:· POllllDlTim0-:--. • • •• ..... :·. ... : ': ~-;-..,.·., ....... ,.: :., ... -~ .. :: -. _ J 20L __ .Provi~e·-~-a.: 'copy of ·. the project _ soil report /. prepared by. a C&lifornia licensed architect or · · _ · ci_yn:-· engineer. _-!ha report shall include . ·: foundation design recoanendations based on the . ::-. :•:,: engineer's findings · and shall comply with UBC :·.: .. ·.S'.:'.-i:.,,:_Section 2905 •. -, _______ ,_,-, -· --·----· ·---~~~~:;~it;=~:?iii' ~--~-;~dati~~ ;{an or s~tural -·. -7J}i;-: specifications sheet the soil classification, :;_ : ·.:_ . .-.;_r thif""'soils. = expansion . index and the design : · . ,:. \;'-i~ bearing capacity of the foundation.=, -'-· -. '-~~~~e\"~tl~t~ \~ ·. the. s~il~ : eng~eer . . ..::. _;_ .: conf~ing-that the foundation plan, grading · .:: _ .. ,'. =~~: plan and specifications have been reviewed and . <-~-~ · that · it has bean detemined that the · ··· , : recOIIID8ndations in the soil report are properly . incorporated into the plans.; (Wb:a rowd•• 'by '. ..be ,u j} .._ . : . -I ...,. . ..:· . i -· 2~ l'he f'~dation plan d~ea n;t~ comply with the / following soil report recomendation{s) for this project _______________ _ Provide ~otes on the foundation plan listing the soils report recoamendati9ns for foundation slab and building pad preparation. 7 29 87 Q Note on the foundation plan that:-"Prior to ~ the contractor requesting a Building Department foundation inspection, the soils · · engineer shall advise the :Building Official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; 0 the foundation excavations, forming an.d reinforcement comply with the soils report an.d -approved plan". · ?.OIi'. Provide spread footings for concentrated loads T .. -designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. -chapter 29. ··,r.::·-~ ~~i#,~-':"ff ~i:'._f~da~on ~all~. Qlapter J,Sef'. Show·. ~eight -of· retained · earth on all . :_ foundation walls._ Chapter 23. ? ,L Sh~ distance fr~m foundation to ~ge of cut r~ or fill slopes and show slope an.d heights of cuts and fills. Chapter 29. Note on the plans that wc»d shall.be 6 inches above finish grade. Section 2516 {c) 7 •. y. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). . . ~_:1?__~i:i~f~~ti~~-~-~~-: 2_9_-_A_. __ _, 'IUUNQ.~l'OIIITUD IIIAMIQ1QLLI--MNIIUII .. ~· .. -~ ~ -Cl' ~:.. -· -------· rs-: Clfl'f''r == ~ INf CCIIICIIPI -...... I ' ' · 12 ' 12 2 • • .. IS , II .. . J. 10 10 II I 2& 21'-llote on the plans: "On graded sites, the top· T ·' · of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) s. Show foundation sills to be pressure treated., or equal. Section 2516 (c) 3 •. 12 _p6. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on·the foundation plan. Section 2907 (e). Jl-1'. Specify size, ICBO number and manuf:acturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). -a£. Show size, embedment and location of hold down /-anchors on foundation plan. Section 2303 (b) 4. @ Note on the plans that hold down anchors must be tied in place prior to foundation inspection. p:6• Show adequate footings under all bear~ walls and shear walls. Section 2907 (d). . ;..-.J,7-(.)liow_:,~epp~-.footings for. slopes steeper than · . 1:10. Section 2907 (c). • "--1.:-. .::..· ... ··. -·, ~··· ........ --~ -. - ·2~ Sho~i::---· lllini.mi.un"" 18 '.--· inch clearance from grade to 7-· bottom -of floor joists and minimum 12 inch . _ · clearance to bottom of girders. Section 2516 ?v<' Provide details for damp proofing the rv• foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). u. Show a minimum 211 air space and flashing between planter and bu;ilding walls. Section 2516 (c) 7. 1RAMl]I; yt-Provide complete structural details on the plans with cross referencing as needed to -show the structural framing will comply with the design_ calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials· will comply with the design calculations and building code requirements. 2_.)(. Provide a special inspection section on the / -"plans listing all structural elements · requiring special inspection by U.B.C. Section 306. (c) __ 2. · _ _ _ _ _ . @ ?v('.' Show wall bracing,; Every exterior· wood stud 223 Show-pier size, spacing and depth into 7-· wall and main cross partition shall be braced --undisturbed soil. Table 29-A. Fo-R. PE-T?'ttL ½':I at each end and at least every 25 feet of 'l. ~~!S77 ·'Flb f>"<Jh,,.2.,vi C/'rf'AC-til' 1F P.P~U) Fib v107H-~~Cll-0.S length with 1 x 4 diagonal let-in braces or . 2 • Show minimum under floor access of 18 inches by ,r.s OE/'Tr4 equivalent. Section 2517 (g) 3. 24 inches. Section 2516 (c) 2. . . ~ Note cross bridging or blocking. Floor joists ~. Show mini.mum under floor ventilation equal to a /. -· and rafters 1211 or more in depth shall be r-1 sq. ft. for each 150 sq. ft. of under floor supported laterally by bridging at intervals area.·. Openings shall be as close to comers as not exceeding 8 feet, unless both edges are practicable and shall provide cross ventilation held in line. Section 2506 (h). · on at· least two approximately opposite sides. Section 25~6 (c) 6. ??/' S~ify that posts embedded in concrete shall -.?'";_: be pressure treated per· UBC Standard NO. 25- :. 12. Section 2516 (c) 1. - r.-. MAscmJ _}'ff-Show veneer support and COM&Ctions in Seismic -. Zones 3 and 4, comply with Section 3002, 4, 5, · -6 and -Section 2515 (a) regarding ties and #9 wire ~ horizontal joints. 228( Show . height and . cons~tion details of all 7· -masonry walls. Qiapter 24. (§ -. ~c,r,)C-~ Show floor and roof coMections t0 m • a, walls. Connection shall resist 200 pounds per lineal foot or the ~tual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. S~ti6n 2312 (j) 3. A. AT ,-,f-v F<-fl-l,.J= (-103)Vi\ :s) 7/29/87 ? ~ Show blocking at end and at supports of floor 7' · joists, and for rafters at exterior walls. Section 2517 (d) 3. 2% Show solid blocking at ridge line and at / exterior walls on trussed roofs. Section 2596 (h), Section 2517 (h). 2~ Show· double joists. Floor joists shall be 7 · · doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. u,{ Bearing partitions, perpendicular to joists, /~" shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section. 2517 (d) 5. ~-Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 13 2'·.--: Show rafter purlin braces to be not less than 7-· 45 degrees to the horizontal. Section 2517 (h) 5. ?,./_ Show 1/211 minimum clearance be~ween top plate 7-· of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). ?wL Show double top plate with minimum 4811 lap T" splice. Section 2517 (g) 2. ~ Show nailing will be in compliance with Table 25-Q. 21,1(. Show or note fire stops at the following 7-· locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. "'• _,-~--~. M,i, ·1-...... -.. ::·-:· ·s .. ~· ... ,"• -· ·,.,. • ... •• --c • · · · _ -· · : b-. : at .. all interconnections between concealed . ·· vertical -and horizontal spaces such as· -~ --· occur · at soffits, · drop ceilings and cove · : · · -:·_ ·ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts., chimneys, fireplaces and similar openit)gs which afford a passage fc,r fire at ceiling and floor levels, with noncombustible material's. ~ Show stud. size and spacing. Maximum allowable . stud heights; bearing wall: 2 x 4 and 2 x 6 . · max. 101; non-bearing: 2 x 4 max. 141, 2 x 6 ~ -,:::. max.-20 1· •. , Table 25-R-3. · . -.. p+7s~' S~~ ~~Ort~ -~,floors, a roof and ceiting · must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R--· 3 •.. :, _'.· ---: . .,,£ No~--~ A.I.T.C~ ~rtifica~e of' Compiiance for r~-· glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). · ?116. Detail a.ll post to ~ and post to footing r-· connections and reference the detail to the plan. Section 2516 (11)~ , . -. ; 2,i. Detail shear transfer corihections, including / roof and floor diaphragms, to shear walls. Section 2513. 25'. Specify nail size and spacing for all shear 7-·walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. {Tables 25 I, J, K) and Section 4713 {d). 7/29/87 ~ Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. · ? ...i( Provide truss details and truss calculations ,r~· for this project. Specify on the plans the truss identification numbers. ;,a!. Provide roof fram~ plan and floor framing plan. Section 302 (a) 7. ~ Provide framing sections through Section 302 (a) 7. ~ Specify all header sizes for opening over 4 1 wide. Section 2517 (g) 5. 71'· Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7 • Provide calculations for lateral loads, shear pan,els, shear transfer and related. Section 302 (a) 7. ~ Show on the plans all structural requirements developed in the structural calculations • .,4_ Columns and posts located on concrete or r· masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures sba_ll be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4 • 21'· Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 1411 framing shall be solid blocking. Section 2517 (g) 4. 14 yr. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories.; Section 2517 (g) 4. Show plywood sheathing over exposed eaves., or other weather exposed areas., is exterior grade. Section 2516 (g) 3. 2d. Show a weep screed at the foundation plate line 7~· on all exterior stud walls to be stuccoed. Section 4706 (e). -.L. Ridges., hips., and valleys shall be at least one r~· size larger than supported rafters. Section 2517 (h) 3. 2"'~ In open beam construction., provide strap ties --r-!' across the beams at. the ridge support. Section 2501 (b). ' ·:~ ~: /.' "-.-.::·:-::-~::-.:.::. ~ ~~, ... "f !:~r~--~-+·'·_· .. _ -~ -. . ~ '·-" jK,f ~~~~!~~ ~1!~t~!:s ttn ~~~~~~ '"' .. -;;_;;:~: _the finish floor to any ceiling, beam, pipe or _..,,_;.<::::::· similar construction. Section 702 (b). ~ ;~~' ··:·t:~t-'·~d ventilation, for areas customarily used by people., will comply with ·:··. Section 605. · 2'7...l( ~vid~ ·details of restrooms to show compliance 7-· with Section 510 (b), regarding t'loors., walls and showers. ,,..,j_ ~;i~~:-~~ for each sex if the number of 7 : .· employees-exceeds 4 · and both sexes are · · · .. ,-., employed;':-Section 705 {B occupancy). @ ~~ ~enclosed floor and roof openings., open . . and· glazed sides of landings and ramps., . -··. l?&lconies or . porches more than 3011 above grade -·· · · ·-·"·or floor'-' and roofs used for other than service -.. ... ., . " to·. the.· building have i.211 minimum height . -guardrail., through which a 611 sphere cannot .·-._ pass.,: .~d · designed_ for 20 lbs. per lin. ft. · ... appli~_horizontally at top rail {50 lbs. for :· exit. .. facilities serving more than 50). Section .. _ 711. ·1~23-BFO(l_ >TJ'illi #-/ @ 21/ Provide .. · platform. and stage construction., 7-· including occupancy separations and roof vents, ~ as per Olapter 39. ?,-(' Pedestrian walkway shall comply with Section (' • • 509. . · -: i 27¥. Provide at least one drinking fountain for each / floor level in Group A occupancies. Section 605. ,,/a_ Show that aisles and seats comply with Sections /"' '' 3315 and 3316. 07/.29/87 28Y. Buildings housing Group A Occupancies shall / front directly upon or have access_to a public street not less than 20 feet in width. !he access to the public street shall be a mini.mum 20-foot-wide right-of-way., unobstructed and maintained only as access to the public street. !he main entrance to the building shall be located on a public street or on the access way. Section 603. V. nn.E ~ lWIDICAPPl!D ACCESS 28,1( Provide note and details on the plans to show T-· compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X.. J:IIIRG! UWVAfimt 2_si.'. _ • Provide mechanical plans, plan details., 7.-· calculations and completed forms to show compliance with state regulations for energy conservation •.. ,,,.,/ Provide electrical plans, plan details, / 0 calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. · 'J"4· Pedestrian walkways shall comply with Section 509. .. ..( Incorporate in the plans or specifications the ,r~-attached "Iitle 2i. Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". ~ Please see additional con:ections, or remarks, ~ on the following page. · The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, C&lifornia 92123; telephone number of 619/560-li.68, to perform. the plan check for your project. If you have any questions regarding these plan check items., please contact ___ P_1!..._TL ___ n_t_.S._C.._H€._te. ____ _ at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. 15 fF-cJVtP£ t X-r.~7J/V C:. t.c:ioF l\tJ.i) F,,..._;(:) /:)(..A,J WA<(..S 8. lo.A'OS, P flcrv rf>f;. P ll-t V f Ov.S L Y tALr,e[) IN iJ ,4 ( _( '- IN,.)iPF N 17 PNI w17'1-Ale f>~ r.J 1TS oF Tit TuP wAU I !=-nn 7) tv GS P,"ZNtDe C tf A.JS:.. I /) E-te.-1 /V 6 C 4-LC...S TH-f l/C vc .£.S c'.'..S Cl"'<.N I, ,",JOT '' ~r6,NAt. 1US: ,..._T Lc,A PS , w,4l-l .S MVST < ?Lcr Ar rN.SR1:..C7loN ( Cl"fc.CS !!,,"1<;>,") o tv 2(!)00 f? S t ) A<..~ o 5;U CA L..C..S .. Forl. l HuvUJ •. S !+~All.. ~ --fi_ TL ,-e..l..,e._ . . Fo,2 c L ArvAL'r'St5 C-.JAll '-J 1'1-ll ,Z, ,1.! TC t.J;'f L l. Datea 8/3 Jurisdict~on . CA t2-L5. I.> IL'.) . Prepared bys- f /7>-C.l-f}'?~ VALUATION AND PLAN CHECK FEE c Bldg, Dept • C Esgil PLAN CHECK NO. BB-? S-0 BUILDING ADDRESS __ '2.._-Z.._~~6 __ rz..._w_TH£.e.;..;.;.,:..__.A~t-~_D~------------- APPLICAN'l'/CONTACT &vf1 ,t-l tL o-ttcc.ol-- BUILDING ·OCCUPANCY __ -i.,:;5_,;~;;_,; __ TYPE OF CONSTRUCTION -~:JZ=..:.N----~--? .... rt .... PHONE NO. 5'-/6 -r 11... l DESIGNER PHONE " i.._ CONTRACTOR PHONE ____ _ ·::: BUILDING PORTION • BUILDING AREA VALUATION VALUE· .. . ~. ~ MULTIPLIER z---v-· .ADDl77 IJN / 3 6"-/ '-Ja't.2. -¥ S-D BS-3 .. . .. -· : . . . -·. .. Air Condi tionin~ Commercial . . @ . Residential ta , Res. or Comm. Fire Sprinklers . /3 6Y'2. @ I s-o. C..0 '-f 6 > Total Value ~Y'-/ ::,/{:, -.. .. ·-. -·· -··,{'·_--_ ·-·--. - B~ildin·g Per11it ree. $ __________ -______ __.__.=l.:.:.l..!.7...:'i:....s--o __ _ _ Plan_ Check r ee.--:S~---....-------...-----------------:!$:_.:..l...:Lf;_i.::;J;_.._,_2.._. __ SHEET / OF / . , 12/87 "' ~ .: •• 4i, •• - al i:O al iJ . "C "C a, a,. a, .;:: ;:: ;:: a, a, a, > > > a, a, a, a:::: a:::: a:::: 0 13"" D ENGINEERING CHECKLIST Date: s/1 IAe, Pl~n Check No. 65D9 50_ .. Pro~ect Addr~ss, nJb R-1tW £)· Pro1ect Name. (}. r"'"d.Qi'\J::Je£;~l_,,,~ field Coec_k bate: ---------,------By: LEGAL REQUIREMENTS Site Plan LEGEND ii7 @ 1,2,3 I tern Complete I tern Incomplete -Needs Your Action Number in circle indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building·, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading ?· Grading permit required. (Separate submittal to Engineering Department required for. ·Grading Permit) . 6. Grading plans ih plan check PE ____ _ 7. Need. the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading comp·leted. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way ·(e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing" ~@D ~00· -~@o ~cf-o ~ FEES REQUIRED 10. Park:-in-Lieu fees required. , Total Fee: Quadrant=-----' Fee Per Unit: --------- 11. Traffic impact fee required. Fee Per Unit: · , Total Fee: 12. Bridge and Thc:>roughfare fee required. Fee Per Unit: · , Total Fee: 13. Public facilities fee required. 14. Facilities management fe~ required. Fee: ----- 15. Additional EDU's required: Sewer connection. fee:· Sewer permit no. ------ 16. Sewer lateral required: REM~ R KS : ,J_o /Jd,-}'. -), Qi, ' &,. Ler, Ti ,=::, G_r ifjc-ifas O >·,'JI ;,6 l ~~L~:~er~ :-~~1~ ~'1Z:~~r-~~1 O.K. to issue: ~ Date: 7/joif; If you have any questions about any of the above items identified on this plan ch~ck, please call the Development Proces.sing Department at 438-1161. · co co co '"O "C '"O Cl) Cl). Cl), 3 3· ,3 Cl) Cl) Cl) ·--> > > Cl) Cl) ~ 0:: 0:: ... N M =ll= =II= =ll= u (.) u· a. a. a. ifo .D 0-D D PLANNING CHECKLIST Plan Check No. 6&)9~ Type of Project and Use .fN{)(JS712tAt. .SlPt. -fa'l6i!:2-/:W1,o1£.40P1T10N Zone --=c_-~M~-.__ _________ _ Use Alloweq? YES K Setback: Front OI<. Side tY::._ Facilities Management Zone .5 School [)istri.ct: San Diegt1ito Carlsbad Discretionary Action Required Environmental Requi:red Landscape Plan Required Comments Rear 6K -- YES -- YES YE.S -- Encinitas San Marcos NO r>( NO·~ NO_ti__ NO -- Type __ -----------"-'------'--__,;;,,,---------------- Coastal Permit Required YES NO~ DA TE BJ.ya~ I 2560 ORION WAY CARLSBAD, CA 92008 FIRE DEPARTMENT PAGE 1 OF_j_ TELEPHONE \ (619) 931-2121 . ,~ ~ APPROVED ~ :--..,\ / 1L,f"'" 1'0,:;, PLAN CHECK REPORT ',~ DISAPPROVED)(. PLAN CHECK#' SR -9.su PROJECT dlc( 3 flAi.:::..?,?,f]AJJfd"t;; ADDRESS ':J:J.3/o f<'1--1'r1-1t--'\l.+:l-11c!) /2_,.,( . -',( -. ARCHITEC1'Wf\f'<2" Alvl) t4/'Al( 01/41 '3. ADDRESS <;'Av, 1), ;;;?...,z:, PHONE .S 4 to-I /2_/ OWNER (!IJ /!..i)()v · fi,/£,4i)0141S. l)t::U·. ({)/:P,ADDRESS S/\!V h1 El~o PHONE Sfs]-IJD73 OCCUPANCY h· z._ CONST. -....:./:1,.__{ TOTALSQ. FT. --~--STORIES rJl1,I/:.'--f 1?112;.f} ISl~SPRINKLERED ,JdTENANT IMP. I I --------,-------------------- __ 1. --_2. __ 3_ ')(. 4. ---5. ~6. I APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS ' . Provide one copy of: floor plan(s); site plan; sheets -------'--------------- Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: . Permits are required for the installiition of all fire protection systems;@pfinE[e?s, stand pipes, dry chemical, halon, CO2, alarms; hydrants). Plan must be approved by the fire department'"prior to installation. The business owner shall complete a building infQrmation letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND ~QUIPMENT T~e following fire protection systems are required: ,;J ~EJ, Automatic fire sprinklers (Design Criteria: ..,.11~5-~r~,.,t=:-J,~(-=,l--~/t~'-r~,;~ii-~1_""3,-----,-_________ _ D Dry C.hemical, Halon,. CO2 (Location: -----'------'---------''----------- D Stand·Pipes (Type: ___ ......,_.,.,,.,,.--,-.....,..,-----------------'"-------"· . i,' D Fire Alarm (Type/Lo_catlon: ---------------------'--------- ___ 7_. Fire Extinguisher Requirements: D One 2A rated ABC extinguisher for each ___ sq.ft. or_portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of to be located: D Other=--------~-----------------~-----'------·_ -s. -Addition-al fire hydrailt(s) sha:11 be provided _________________________ _ EXITS __ 9. Exit doors shall be openable from the inside.without the use of a key or any special knowledge or effort. __ 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors--~---------------~--~------------ __ 11.. EXIT signs (6" x ¾" letters) shall be placed over all required exi:ts and directional signs located as necessary to clearly indicate the location of exit door_s. __ 12 .. __ 13. ':L_14_ f I. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. . . Bullding(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some fl~mniable liquids. If high stock pil- .ing is to be done, comply with Uniform Fire Code, Article 81. · Addition~! Requirements. ~) :::::S-:: LA <;, 7 I ~V ,t;Y .. 7 7-<A u ;-L i) / j I /I.· -:1 C b fl72 ?1,8(_. -;_) .7 U S7 / ;:-...,.,. SQu AA: ~ h) d TA (-:, ,;-. &-I I /,f i 7, 7., AA.1 uu ;::-P Dl L-1 /? f . . • I • / / 3) .. \ t~,-~_...,,.,..; /--/1/1.I/ /l,FL,11.)/4,11<.... J<..r=. 4-1---< //~r="'\'°) 7-:, (/ tf"°Sb,. L I . lUA R_~ /JJ J 1) /} IAW.Jt,,t.-1 K) c-,f\ .\ -----· /1/\ o, 9 J ': I . . ---, ·'-1 Ud::::L:.:,0 L. t-"\ ·, ,-,<_ -1 ,r ,· >_.,. · , ,_ ·.·• t • -• •i 0;~>-~,-1~ ;tJ cj b-11 7 I · --15. Comply with regulations on attached sheet(s). Plan Examiner -) ( c:::;L~ &~__..,__;,L / / Date 7 /d S/ J-Y ·r ,, '"''-/ Report mailed to architect ___ Met with ---'--'-,--------'---,--___ Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 .. Cttp of C·arlfbab FIRE DEPARTMENT PAGE 1 OF _j_ , TELEPHONE ·(619)· 931-2121 APPROVED (.Ev I ~E _1-::> "-1 , DISAPPROVED ' PLAN CH ECK REPORT PLAN CHECK# (:,.,~<;-, . )G"'O PROJECT . Etd ~ 2:-, 1,-( r l uu(L . ADDRESS _::)_A3(o gLl Tl-11'"'h rL.if2. () i-2v( .- ARCHITECT. f.·l)-1\ '12.t. 1\1u i\ /: IA/ 11 ni-1.-1 f'.., ADDRESS -SA,.., /J,1-(-,c--, PHONE E. LI(,. -I IJ.1 OWNER rl\i..:..0/),...__1 J!/:Pl\i),.,lvC:. J)tu.()e2.ADDRESS f::.A,\.l ,IJ1F(..,,r::, PHONE ,z:;p7~/107}';1 OCCUPANCY ______ CONST. _____ TOTAL SQ. FT. -----STORIES D SPRINKLERED D TENANT IMP. __ 1. __ 2. __ 3_ \f. -. _4_ _5_ '-J. 6. l y.__ 7. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE :FOLLOWING CONDITIONS AND/OR MAKING -· THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets -------------------,---- Provide two site plans· showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: _ Permits are required for the installation of al! fire protection system'sJ,;,ru,l.rikleJ.s, ·stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the·fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. · FIRE PROTECTION SYSTEMS ANQ EQUIPMENT The following fire protection systems are required: '~.Automaticfiresprinklers(DesignCriteria: __ --.,--15. . ?L /c(__ A/1/¼ 1,,,<., D Dry Chemical, Halon, CO2 (Location: ________________________ _ D Stand-i='ipes (Type: ___ _.,_~. ;..,.., ... ---,,--.-----'---------------------. ;,• D Fire Alarm (Type/Location: -------,--------,---------------~-- Fjre Extinguisher Requirements: . 'gJ-OnEl 2A rated ABC extinguisber for _each l . i_'){)i-:> sq. ft._or portion thereof with a travel distan<;:e to .the nearest ' extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: D Other: _____________________ ~--~--------'---~ _. _ 8. Additional fire hydrant(s) shall be provided-------~---~-~--------- EXITS __ 9. . Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. __ 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors_·----~----~-----~-----'---------------~ __ 11. EXIT signs (6" x ¾" letters) shall be placed over all required exi;ts and directional signs located as necessary to clearly indicate the location of exit doors. __ 12. __ 13 .. _-_14. ---15 . G.ENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with U.niform Fire Code. Building(s) not approved'for high piled combustible stock Storage in closely:packed piles shall not exceed 15 feet .in height, 12 feet on pallets or in racks and 6 feet for-tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · · Additional Requirements, --------~-----~-------------- I Comply with regulations on attached sheet(s). . Plan Examiner~ ~ 1-~6 / . Report mailed to architect ___ Met with -----------'--'---__ Attach to PJans / -~ ;~ '_.. .. ,. _, ... 'i ' . ~ ,., -- ' ~ \ 1 . ~:-•~-'T_,_,__. : ----: ...,_..---:"---· _....:._1 1 · -,--A.:._:_tu--,.-. tu-'--'-·1t-EY-........ &-----. _A--'-, _S----SO_C_IAT-. ES------- .... , . - • , '. ! · STRUCTUAAL ENGINEEAS · ! i By /k:o~te 6/8i?J Project· . /<..l:~£MCH Ccy7FJ?.,, ME;."z:l;.. Sheet No. I of ---1 . I I I . ! -d-ii....01oLJ6.z..;...·'---1.:>t-'-' ---------:----------~--:----:--:--~--:-Job No. 88 -0'24-0 D£..., CNEJl...~ I'/,/ L-f. wf, C,.,Ne,. ~kl II PL-'( ,h<l'24- svsp. c.t.-& 5P/J..IN/4El<..'7 /\1 f E:. IM\';?(... I 1 1,0 ps-f' '"· e, 1., ':> 1.4 /,b '·1 (,'? ~:.,. #.O_ps-F , .. I // , , .. L... I 7-G L-t--::. f30, 0 .f~ f "ZOOO/f PL.-:. 44,0psf LL--so. o f"!t.p OL. 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SOIL ENGINEERING & ENGINEERING GEOLOGY TM Ware & Malcomb 9-868 Scranton Road, Suite 200 San Diego, California 92121 Attention: Mr. Larry Kloha SUBJECT: REVIEW OF FOUNDATION PLANS Proposed Mezzanine Addition Cardon Meadows Building, Lot 9, Carlsbad Research Center Carlsbad, California Job No. 30038-00 Log No. 8-2172 Reference: "Foundation Recommendation, Proposed- Commercial Development, Lot 9, Phase I, Carlsbad Research Center ••• ," Gentlemen: San Diego Geotechnical Consultants, Inc., Job No. 30038-00, July 24, 1986 This letter is to confirm that we have reviewed the foundation plans for the proposed mezzanine addition at the subject site. The undated preliminary issue of the plans were prepared by A. W.· Wiley & Associates, Structural Engineers. In our opinion the plans reviewed have incorporated the recom- mendations provided in the above referenced foundation investigation. Our review only considered the geotechnical aspects of the construction. This opportunity to be of service is sincerely appreciated. If you should have any further questions, please do not hesitate to contact the undersigned at your convenience. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. 11,,t//./~"7/.v/~ Anthony F. Belfast, P.E. C 40333 Registration Expires: 3-31-91 Principal Engineer AFB/pb Distribution: (4) Addressee A SUBSIDIARY OF THE IRVINECONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE, SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 July 18, 1 986 Cardon Meadows Development 9339 Genessee Avenue, Suite 250 San Diego, California 92121 Attention: Mr. Jerry McClenny SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY Job No. 30038-00 Log No. 6-6042 SUBJECT: FOUNDATION INVESTIGATION Proposed Commercial Development Gentlemen: Lot 9, Phase I, Carlsbad Research Center Carlsbad, California As requested, we have completed our Foundation Investigation for the site of the proposed commercial project. Presented herein are our findings and recommendations. If you should have any questions after reviewing our report please do not hesitate to contact the undersigned at your convenience. This opportunity to be of professional service is sincerely Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. MJM: WLV :m ;:;. W. Lee Vanderhurst, e.E.G. 1125 Registration Expires 6-30-88 Chief Geologist 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 CB 7!,Yl)C/60 'f. .:r,' .• ~ 1.0 2.0 3.0 4.0 5.0 6.0 1.0 TABLE OF CONTENTS Pa~e INTRODUCTION . . . . . . . . . . •• 1 1 • 1 1. 2 Proposed Development ...•..•.•••.••••..•. S'Co·pe of Service-s ...................... . . . . . . .. 2 •• 3 EXECUTIVE SUMMARY .••.•..•..••.••.•••••.•.•• . • . . . • . . . . • 3 ..... 3 SITE DESCRIPTION .. . . . . . . . . . . . SITE 4. 1 4.2 4.3 INVESTIGATION. . .......... 4 Field Soil Investigation. Types .•••••.•.••••.••• . .....•... 4 .•••...... 4 Laboratory Testing Program. .5 4. 3. 1 4.3.2 4.3.3 4.3.4 4.3.5 4.3.6 4.3.7 Classification................... ..5 Particle-Siz~ Analysis ..••.•........• 5 Atterberg Limits.......... • ••.•.••.. 5 Expansion Tests .•••. ... . . . .. 6 Direct Shear Tests ••••••••••• . . . . . . . • 6 In-Situ Moisture-Density ...•. . . . . . . . . .. 6 R-Value .............. . . . . . .7 GEOLOGY .... •'• ... . . . . . . . .• . . . . . . . . . . • 7 5. 1 5.2 5.3 5.4 Geologic Geologic 5. 2. 1 5.2.2 Setting .. Uni ts •.•• . . . . . . . . . . . . Point Loma Formation. Fi 11 ............ . .... . . . .7 . . . . . •• 8 • • • • • • • • • • • • • • . 8 . . . . . . . . • . . . . . . . . . 8 Cut/Fill-Transitions •. . . . . . . . . . . . . . . . . . . . . . . . . .9 • 9 Groundwater •••• . . . . . . SEISMICITY . . . . . . . . . . • 1 0 6. 1 ·Regional Seismicity •.. .... 6.2 Earthquake Effects ......... · ...... . •••••••••••• 1 0 • ••••••••••• 1 0 GEOTECHNICAL EVALUAT·ION AND RECOMMENDATIONS •. • • • • • • • 1 2 •••••••••• 1 2 7 • 1 7.2 G·eneral Grading· 7. 2. 1 7.2.2 Discussion •.•. . . . .. and Earthwork. . . . • 1 2 General .•.••.. t•••········· • 1 2 Geo technical Observation .••. . . . . . . . . . • 1 3 7.2.3 7.2.4 7.2.5 7.2.6 TABLE OF CONTENTS (Continued) Site Preparation •..•...•.•••••.•.•.•.• 13 Compacted Fill •••..••••.•••.•••.•..••• 13 Trench Backfill .•••.••.••••••..•...••. 14 Pavement Subgrade ..•.••.•..••....••... 1 4 7. 3 Settlement Considerations •.••••..•....•.••.... 1 6 7.4 S-µrface and Subgrade Draina-ge .••..••.••.••.•.• 17 7.5 Foundation and Slab Recommendations •.••.....•• 17 7. 5. 1 7.5.2 7.5.3' 7.5.4 7.5.5 7.5.6 Foundations ........................... 18 Slabs ................................. 19 Foundation Observation ••..•..••.....•. 19 Lateral. Load Resistance .•.••••••.•.... 20 Review of Plans ....•••...•.•••••.••••• 20 Reactive Soil •..•••••••.••••. ; .••..••. 21 8.0 LIMITATIONS OF INVESTIGATION ........................ 21 FIGURES Follows Page 1 Location Map .•...••.....•..•.....•..•...•.•.•••.... 1 2 P 1 o t P 1 an , ........ : ............•................ 3 3 Regional Fault Map ..... • .... -.......... ., ............. 11 APPENDICES A References B Logs of Borings C Laboratory Data D Standard Earthwork and Grading Recommendations l 'f i. FOUNDATION INVESTIGATION PROPOSED COMMERCIAL DEVELOPMENT LOT 9, PHASE 1, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA 1 .O INTRODUCTION 1 .1 Proposed Development This report presents the results of our foundation investigation for the proposed commercial develop- ment. Specifically, the site encompasses approx- imately 5 acres and is known as Lot 9, Phase 1 of Carlsbad Research Center. The subject site was pre- viously graded under the obsBrvation and testing of this office (Reference 1). The location of the site is shown on the Location Map, Figure 1. The proposed development consists of construction of three conctete tilt-up buildings, with panel heights ranging from·appro~imately 20 feet to 28 feet and concrete slabs on-grade. The iocation of the three buildings are shown on the Plot Plan, Figure 2. The proposed development will also include the construc- tion of parking and driving areas surrounding the three buildings. To assist in our investigation, we were provided with a Site Analysis Plan prepared by L. Owen Chrisman Architects, Inc. dated March 18, 1986. l {_ 1 \ ----// 40 /,/)// . // // // ., 0 -4000 --2000 FEET --- JOB NO.: 30038-00 A D A PT E D F R OM U. S. G. S. 7 • 5 ' S A N LUIS REY QUADRANGLE (1875) LOCAT.ION MAP JULY 1986 FIGURE; 1 c:: SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. ., Cardon Meadows Dev~lopment Go. July 18, 1 986 1 .2 Scope of Services Log No. 30038-00 Job No. 6-6042 Page 2 The purpose of our investigation was to evaluate the surface and subsurface soil and geologic conditions at the site and, based on conditions encountered, to provide recommendations pertaining to the geotech- nical aspects of the proposed site development, as previously describeq. The conclusions and recom- mendations included herein are based on an analysis of the data obtained from our field explorations, laboratory testing program, and our experience with similar soil and geologic. conditions in the area. Specifically, the scope of our geotechnical investi- gation consisted of the following: 1 .2.1 ~eview of previous geologic and soils engineering reports; 1 .2.2 Subsurface exploration utilizing a truck- mounted 8 inch hollow stem auger. The subsur- face exploration program included the collec- tion of both relatively undisturbed and bulk soil samples for laboratory testing; 1 .2.3 Evaluation of laboratory and field test data gather~d· during the exploration program. 1 .2.4 Evaluation of groundshaking potential resulting fro~· seismic events occuring on significant ·faults in the area; 1 .2.5 Development. of site preparation recommenda- tions; Cardon Meadows Development Co. July 18, 1986 Log No. 30038-00 Job No. 6-6042 Page 3 1 .2.6 Recommendation of an appropriate foundation system for the anticipated structures, development of geotechnical criteria for the foundation design and development of pavement section recommendations for the proposed park- ing areas and driving lanes. 2.0 EXECUTIVE SUMMARY The project site is considered geotechnically suitable for the proposed development, provided the recommendations contained herein are complied with. The primary geotechnical constraints identified is part of this investigation include expansive soils on-site and the presence of a cut-fill transition. Recommendations to mitigate these conditions are contained herein. The project site is a previously graded site underlain by up to 23.5 feet of fill as encountered in our borings. The fill is compact and suitable to support the proposed structures. 3.0 SITE DESCRIPTION As mentioned earlier, the subject site was previously graded as Lot 9, Phase 1 of Carlsbad Research Center, under the obsJrvation and testing of this office. The site con- sists of ·an approximately level lot (elevation 290±) bounded by Rutherford Road on the· south and lots 8, 1 0, and 40 to the north, east and west respectively. The lot drains to Rutherford Road by sheet: flow. The site is pr~sently void of any significant vegetation, and no sur- face or subsurface im~rovements exist. The lot configur- ation along with ·the proposed building locations are de- picted on the Ploi Plan, Figure 2. ,. '"' ~ ., ~ --, .. ., .... ~ ~-____ ,( ··-----_ _,..··----. .,-:;!!!!!l'l-----~ ~ .. ··-------' ~ ~ ---~ ,Tl .... r,- 1 Y1· '.. r·nT·1 I -~---·rn-\ Q.--.----..-~··. c,'\) ~-~-----~-...•. , , •. , "d , \ I • • • • • , ' I , "\ 1 .-· '-\,,, 1 : \ '1 , . • \:TRASH \£ . . ' • ' ' ' ' ,, .. • \ '' ,V ' ' ' •= ' . ' I < ,_,. . ' ' ' ' ' ' I ' ' ' \ I ' I ' I I ' ' ~~ ' I ' '· •• ' ' I I ' •.• ' ' ·. .. ' -. .:> '\)Y. ·--·-_,.. ' ,., ... , . ~ V!'.;;-%,\..'-/, --'"'"~·-___ -=-8f • _ __:"_ ~"'_"™.--, • \ e -' / I ' ' ' ' ' ' ' ' • • \""... L 1 • \ , , ": BUll,.D1 < , , , 1 i 1 1 1 .--9SG \: \·. \ --~------;_.1a.1.11o« --· N -IIJ •--··' ... .. ' . \ . . ; ' , . . • . • • ··-. d . . _ 1 I ,..--. I ' ' ' ~, •• , .. .,:"P"· ' . . ' \· ---·--\ \ ' . ' ' ' _. ,,~ .. , ' . . i .. ,· . \ ~-' .•• ,.qo'· -' . . . 80 I EXPLANATION B-7 + APPROXIMATE LOCATION OF BORING CUT FILL CUT' FILL LINE ~ --· - I \ \ ' . . ,. . ' . ·"" . . . ' ' •· ·• • . · ~--·---T ___ _,. ~-• • --· ·• B • 3 · , -----· '· 8 -1 ' I I I I ' I . I ' ' I . . ; _. . · , I I I , ,, , t-\.· ~ -J i ____,.------1---,-----·-----'·_..--I-· _.-,--AjJJ -< C ,i_, .. I --·1 \_.---;-. \ l l I ' -...,,--I \ -•; ) \ \ \ .v" ', I I ' • •• • ~--~" ' • I ' ' \ -... , . . -· .. ,. ' , . ~---=. .. I _. \·-r .... "\ 1 I ,' \ \ -'. \ r rrr1-\··-yn·-rTfG' \ "\ ;·,, : r ·1 ., ... ,--;· r-·: , ... ,---- 7 .--1· _ ... --, 11;c \ I \ I \ I \ , I ....//'--.. °"'C '-,1dc I I . . . L. ., " ·,I \ I I I , , , I l ' ' . / "-'-J ' I , , , , ; i • I \ I \ . . . ;/·-,_ ""'' .. .· ," •. • '" J /I ,· \ 1 1 l 11' LLJ 1 . 11 / ;'/c ~~ ~-'. ·. . .,..-----------·· .• C" 1 I~ '\ ,-.' 1141 . JJ OS 55'• /4 , . . . _ •, . ., , I • < .... -·· • . o .• ·,--' .: . . ... l. . .L ~ / "', z___., , ,··,, ·. . . ; • ·~ • -., .-, ,._, I / ' . . " . .,. , ' ~-\ _· ... ---. -----· ·, / /:B \ ~-r. . .• \"' · -c ---B-7 ---~--, '~ I u· -4 .! o . . '.. .. ' .. , --.. ,,. ' . . . ' . · .. . ~-\ .. --· ----·. i • / . ,. ~ _ _1,l~---· --,-------· · .J I .. \ r •1" ' \ ill e ,\ LOADING 7S J « .--·· c· , ,. 1 , , , .. v , , . '"" , · · • I .. ... • -i; ' \ , .. " '• _. . L . • • "'"' ,' ,,,. I > . . . .. . • . 0 ---AREA \-· ---\ · · .. --· · ·" " ·' • \ \, BUILDIN!@ ~ l \ " ~ \ · 1 -·.. ti'. II . 1 ' ' . --. ' I' \ ,, r-·· .. ' '""' c;;-/ lJ 1 L~N \ \ \\ 1·"·· ."·, ' --····· ··'· • .• , " ]' \ ... ' ' I G •I " " " I ' '4"j :, \ __ ., nu P ,, I ·c:::, r-'-' o· , ' --< I''\ B' ' ' . ' ' • . . •·. . . ·•· H • l '\-_ .. --.. '----_,_., -6 \" ___ ,-'-, . I B { : \ I\ I • ..__ -5 • I ',, ' / --••··.· I I --·.. . , , . . . . I . ' ; I , ~ v· , ·,0-'. ·:-_;·-~ .. :·-~ .. ) 1 \ , i , / . • -· \ ,' •• • •• ' _. I . . " ~ "L--': ...• ,J. .--f .I <_J ! i' \ . . ' <'i ·, -~: -----\ r -.. ,,1 ;1·»>:o: 'C~.:'~ =' ;;;:c=.c:c±:=-·c1'-w""" '''""~· .. : .... -----, -----_____ _B.~J__H.!;fif_QffQ __ ROAD ------·-···---------····-·· ------ \..-~ \ ~, PLOT PLAN-PROPOSED OFFlqE BUILDINGS-CARLSBAD, CALIFORNIA JOB NO.: 30038-00 DATE; JULY 1986 FIGURE; 2 SAN DIEGO GEOTECHNICAL CONSULTANTS. INC. Cardon Meadows Development Co. ' July 18, 1986 4.0 SITE INVESTIGATION 4.1 Field Investigation Log No. 30038-00 Job No. 6-6042 Page 4 A field investigation was performed on June 9 and 10, 1986 and consisted of a site reconnaissance by our geotechnical personnel and the drilling of seven exploration borings. The exploration borings were located in the vicinity of the proposed structures to obtain a generalized cross section of the subsurface conditions at the site. The locations were marked in the field by pacing and use of a Brunton compass, further accuracy of boring locations is not implied. Eight-inch diameter borings wer~ drilled using a continuous flight auger to depths ranging from approximat.ely 11 feet to 26 feet below existing grade. Samples were obtained using a standard Split Spoon Sampler, a 2.5-inch I.D. Modified California Sampler and by bulk methods. Logs describing the subsuface conditions encountered are presented in Appendix B. Approximate location of our exploration borings are shown on the Plot Plan, Figure 2. 4.2 Soil Type.s Lin~s defining the change between soil or rock types on the bbring logs w~re determined by interpolation between sample locations and are, therefore, approxi- mations. The transition between soil types may be abrupt or -may be g-radual. 1 ,: Cardon Meadows Development Co. July 18, 1986 4.3 Laboratory Testing Program Log No. 30038-00 Job No. 6-6042 Page 5 Laboratory tests were performed on representative soil·samples to determine their relative engineering properties. Tests were performed in accordance with test methods of the American Society for Testing Materials (ASTM) or other accepted standards. The following presents a brief description of the various test methods used. 4.3.1 Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples and classification in accordance with ASTM D 2487. The soil classifications are shown on the Exploration Boring Logs. 4.3.2 Pi:!:rticle-$ize Ana:J_ysis Particle-Size Analysis were performed on ·selected representative samples in accordance ·with ASTM'D 422. The results are shown on Figures 11 artd 12 in Appendix C. 4.3.3 · Atterbe·rg Limits The liquid limit, plastic limit and plasticity/ index of selected representative samples were determined ih accordance with ASTM D 4318. The results are presented in Appendix C. Cardon Meadows Development Co. July 18, 1986 4.3.4 Expansion Tests Log No. 30038-00 Job No. 6-6042 Page 6 Expansion tests were performed on representa- tive samples which were visually determined to contain a sufficient percentage of clay to be detrimentally expansive. Tests were per- formed in accordance with the Uniform Building Code (UBC) No. 29-2. Samples were remolded and surcharged to 144 psf prior to satu- ration. The test results are summarized on the attached Table I. 4 •. 3.5 Direct Shear Tests Consolidated, drained direct shear tests were performed in a~cordance with ASTM D 3080. Tests were performed using relatively undis- turbed samples from the liner rings of a 2.5 inch I.D. Modified California Sampler, and tested in~ saturated condition using normal loads of 1 ksf, 2 ksf, and 4 ksf. The result of.the shear test presented on Figure 13 in Appendix C. 4.1.6 In-Sttu Moisture/Density The in~situ moisture content and dry unit weight of selected samples were determined using· relatively undisturbed samples from the liner rings of a 2.'5-i.nch Modified California Sampler. The dry unit weight and moisture contents al'."e shown on the attached Boring Logs, in Apeh<lix B. Cardon Meadows Development Co. July 18, 1986 Log No. 30038-00 Job No. 6-6042 Page 7 4.3.7 R-Value 5.0 GEOLOGY R-Value (Resistance· Value) tests were per- formed on selected samples in accordance with ASTM D 2844. R-Value tests are a means to evaluate the supportive characteristics of subgrade soil for pavement section design. 5.1 Geologic Setting The subject site is located in the Peninsular Ranges Geomorphic Province of California near the western margin of the southern California batholith. At the edge of the batholith, the topography changes from the typically rugged landforms developed over the granitic rocks to the flatter, more subdued landforms underlain hy sedimentary bedrock associated with the coastal plain. The predominate material at the site consists of a variable thicknes~ of compacted fill overlying Point Loma Formation bedrock, placed during rough grading for Phase·! 0£ Carlsbad Research Center. The results of observations and testing are cited in our As-Graded Geotechnical Report, Reference 1 in Appendix A. The structural fill placed during rough grading is CQnsidered capable of supporting additionc;\l fill or structural foundations. Cardon Meadows Development Co. July 18, 1986 5.2 Geologic Units 5.2.1 Point Loma Formation Log No. 30038-00 Job No. 6-6042 Page 8 The Point ,Loma Formation bedrock underlying the site is predominately a thinly interbedded light brown to olive, moist, stiff to very stiff silty claystone with some orange stain- ing. The bedrock is exposed in the extreme northern portion of the pad and is covered by as much ~s 25 feet of fill throughout the rest of the lot. No laboratory testing was performed during this investigation on the bedrock material. Engineering properties of the Point Loma For- mation bedrock are documented in the refer- enced reports in Appendix A. ·The bedrock material exhibits a high expansion potential as documented by previous laboratory testing. The bedrock is considered suitable to support compacted fill or structural loads. 5.2.2 Fill At all boring locations compacted light brown, moist, stiff to very ~tiff silty clay overlies the Point Loma Formation bedrock. The fill is generally classified as a CL in the Unified Soil Classification System. The existing fill was placed and compacted in the early 1980s (Refer-ence ,1). The fill varies in thickness from approximately 4.5 feet to 23.5 feet in the area explored~ Cardon Meadows Development Co. July 18, 1986 Log No. 30038-00 Job No. 6-6042 Page 9 TEST Results of the evaluation of the engineering properties of the existing compacted fill are presented in Appendix C. Generally, the existing fill is considered suitable to support additional compacted fill or structural loads. The fill has a medium to low expansion potential as determined by laboratory testing and the results are summarized in Table I. Table I Summary of Expansion Testing DEPTH EXPANSION EXPANSION LOCATION (feet) INDEX POTENTIAL B-1 3 85.0 MEDIUM B-2 3 45.4 LOW B-4 5 65.4 MEDIUM B-5 3 29.0 LOW B-6 .3 39.0 LOW B-7 3 so.a LOW-MEDIUM 5.3 Cut/Fill Transitions A transition ·from cut to fill soils occurs in the area north of proposed building III. The transition runs east to west as shown on the attached Plot Plan, Figure 2. 5.4 Groundwater Groundwater or caving was not encountered in any of the exploratory borings. However, minor seepage was ·Cardon Meadows Development Co. July 18, 1986 Log No. 30038-00 Job No. 6-6042 Page 10 encountered in boring No. 5 at a depth of approxi- mately 21 .5 feet helow existing grade. The apparent seepage was confined to a relatively thin sand lense within the fill. This minor seepage is not con- sidered to be significant from a geotechnical engineering standpoint. 6.0 SEISMICITY 6.1 Regional Seismicit;v The site can be considered to be a seismically active area, as can all of Southern California. There are, however, no known active faults on or adjacent to the site. The relationship of the site with respect to known faults in ·the area is shown on the Regional Fault Map, ·Figure 3. Seismic risk is considered low, as compared to other areas of southern California, due to the distance from active faults. Faults near the project are listed in Table II along with the estimated peak bedrock ·accelerations that could be expected on site. 6.2 Earthgu~ke Effects Based on availabl~ information, the most significant event for the intended development is, in our opinion, a 7.0 Magnitude earthquake located on the Elsinore Fault Zone. The anticipated aGcelerations produced at t~e site by such an event would exceed those events which might occur on other known active faults. A magnitude 7. 0 earthquake on Elsinore-· Fault Zone could produce a pea·k. ground acceleration of O. 20g at l :I. Cardon Meadows Development Co. July 18, 1986 Log No. 30038-00 Job No. 6-6042 Page 11 the subject site with the duration of strong shakin~ exceeding 30 seconds. Peak accelerations are not, however, representative of the accelerations for which structures are actually designed. Design of structures should be in compliance with the require- ments of the governing jursidictions and standard practices of the Structural Engineers Association of California. \ TABLE II -SEISMICITY FOB. MAJOR FAULTS MAXIMUM ESTIMATED REPEATABLE PROBABLE PEAK BEDROCK HIGH BEDROCK FAULT DISTANCE EARTHQUAKE 1 ACCELERATION2 ACCELERATimrn3 Elsinore 22 Miles 7.0 0.20 g 0.20 g San Jacinto 45 Miles 7.5 0. 1 2 g 0. 1 2 g Coronado Banks 21 Miles 6.0 0. 1 2 g 0.08 g San Clemente 56 Miles 6.0 0.04 g 0.04 g Rose Canyon4 7 Miles· 6.0 0.32 g 0.22 g San Andreas 66 Miles 8.0 0.09 g 0.09 g Newport/ Inglewood 40 Miles 6.5 0.06 g 0.06 g 1. Seismic Safety Study, City of San Diego (June 1983) & Bonilla (1970) . 2. Seed and Idriss (1983) 3. Ploessel & Slosson (1974) 4. Potentially Active \ .... 111• lAICl ~ IS-.HLLA/JiliJ:l;,-' ... I ' './fo-< 1' ---. 'L ...... r z y I ' ',St• \ Ti, -~ '---=-.. • . ::;;,-" :..c: _t ~ ..... ... ... JOB NO.: 'W I N :'° -o r•0 •4=1-:--p;i, r , !! rlll.O••llfllll I AoAr,Uo ,11011 ~1111111,os. 11r1: I l::ALlfOIIIIU CUWIIION o, loltlOII ANO .,01.ooT rnJLT NMO or CAlf'QlllhA ,,,. 120• 30038-00 ~,O,INICOLA& ~llilAHD 1u• OAHUCATAl~ ISLAHD lkA~ REGIONAL FAULT MAP DATE: JULY 1986 .... 111• ,, .. FIGURE: \ A ... OY 0 ' C' ,1,<" -,<1<-'=to 0-9 -, 1:--, ,. .. ~--:,,• ~ ' w . 3 SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. '. . ~,... .:...:.. ; }~{'.r;l;i}IIt}:;1~:::'.:~~tk~;~/:;ih:: n,tf l!¥~;'.f ~t\\Iilf !ij}{;;;:::· <,. f_:'".:: ;-_ ?,:', ,r:-Catcl'bri.::~eaclow·s. ''Dev;el.o:priti:iti·t/.:Co -~··i_:•'_,:·;..1-,1.-·3i(,};~_ .. 1,;/,{·:.'i' .• ·••·1 1 · · , " ''· ·3 1 · ·, 1 s· 1 9 a6· !', · ·,. · ·· · "; : • ,·..;i., .. ,, .... ~,,, 1 .. ,t._;->-u ,:;,.1 } >'•;' ,' '~· ,.,L' U• ·y!{ ~ ,, ~,-jp ,•,.>-{ -,'.,"' ,--., '.If,_;/. ,:,:?,,''l•!.t •,~:;r-_i~, ... .._._,,., ·v: k:··-: ·,.:. :i· ': , .. 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'I i! {,..._' l ·1 L. ~ ' L j L.,..: , - j I--' ,· l I ' .··2,;' "Preliminary: Soil. and,'G~q·1.ogl:c_liqvest:i1g'a:ti-,6ri\._'.Carl's.ba:d::.i\1 '.· ••.• • , . -:J R~search, Ceht:er:~ 'Ca~i:;b.;;rd ;·/ ·C;,,1::1,t~B':iri,i~.:, ,i/pi~pa;ed'.:by:: ....... --1>··:: -.-,,,·. ,.-·,·,,,.'1,,, ,;··--~-·."; :;..·;> -,~ ,-·;·;~f:.-,.,.,-Woodward .. Clyde ·cohsliltiti-t:s -.... , d:ate~c.f':Aprl.l'·:z,z-7-:·:; .l'9'81 ·• i .:,. )-:-<;0 r: '· , . .: .-.. , : -,, : _':_,:,\_}:.:f f:f\-/>::£)~.~:-/i?i:·::l)I}i~(. ,. -:::;/\_~:{~it(·<\ .-.,, Additional Sttidie.1:3,, Ca.rbfb~d-_.Re's·ear·ch ··. c·e\16ifr_;;· "PW,:t~fef~'.t\,·~:\>·· '. , • 1 -): _',~·, .' •'' •; .,,, ' I: ~ t_ i~'f ~-.t,., l :-' .• ~: ,: , '., __ ,-:, :.:l·! :< i : , , , ,'~{ ,,' •.. /!/',: j..': · Carlspad~_ .Ca:tif6'rnia ·" .··prepar·ed·;by.\Woodwa:td:~Clyde ·· .... v.<.:;~;> ., it~ -j , Co,nsultan::,• ,· .... date~t~,:;~:1::i1(~,>;;,}f ::}~:{9::~l~;j(\:Mtf }~{;,. .. '4 .: . 1:/ "Addendum, to .. Addi tiopa'i ·st:ucffe:~f ·~\;O.a.i?l's,'!5·:~_'d:::·-'Rr~·s.e'arcftl cfent'~r; ::-' Phase. l;. Ca~lsbad~ Cali.£0..fuii:}1\~~it,ep~t~d:;:~:y\Wo·odw~f.d~CTyde_=· 1· Consultants ,·, ' - ,. , I,' . ' ·i ·'··, , ... • ',--: '•,' ~~· . ·t·· I ' . dated:-·se.ptetnbihi.·)\)ri:;98:t\·:.::.: .· !i~:;)\i]::' :):, . ·:\\\i{;-.:; :' .:··· . ·.,, l·. • • ,~~ l ~ : ·, .. •-:. "' l ••• ':~ •,>I. ·•. 'I: . ~ . ~- ? ·~ ." •• J '-\ • ,• I '. •~ • ,, ~ .. :· •, t: L.;, '. i:" ,: ~-. -. :~ ' .[' '' .· -.,.,l_ ,,_ .,. 'l ··:1 L I , ·,! • I :,l ,. ~: 1 ·\· _ .... _, ,1:; ,'i, •l 1 ·: .. ··' ,i ~ ... ,', I j.'' '.I ·L 1-, · 1 '! ' ;, ,: • ,; I -~-;~-, ; -: ··:f' ;, ,' ~ ~--' :,, ·;·:., ,, ',.:_.:_..:, '·1 t' t. ,'. 'J ··i' ; ' ~~ . . ~·' .' ,;. ~..: ' ' ,:,,,-1 ·::C·. : ~ .'' . ,. '•.', . ': ,'' J -,., 'I . ' '~ . ' . ' . ) . '·,.: l·' ',· ,, ' -:fl· 1 ••• ·1-: i • • 1 t •;,. ·;-: . '•\.\_., .··:\.· ~:~·-: .. ' ' , .i' ._ •• ::.·,-: .jl, ,: •·.· ',,-, ,· _it ,,•.· .•; ,· ·:·t: ,, ' »:...' , . . , ,,. ,r'. , •' ', -: . ) ··. ~ ~ ' . ,' i • '~·t.'-.· ·l,,,' ' .. . : ', •.' .. ·"' . .,, .. , ;:'·. ,(. > r ! ·~ ' , ·: I , . . .. ·' ,,;-+ ' ~,. ,. ·,. )·' ! ,;,1 <'• ' ,, ' ,~ ·, ,'·, l, : ! ,, :1 \ .. '. : · I 'j I I "' 1 L 'i ,: I L, . , !' . i ' en ...J 5 (I) C w z < C: C, w en C: < 0 0 en .J 0 (/) C w z < C: C, w z u::: .",· ···:,, .. ' - : ,', ,, ,, 1 '' ._ PRIMARY DIVISIONS ,' GRoyP SYM. ·SECONDARY DIVISIONS z < Is i= ij 11.a:-..JWO) io( C, w J: a:> z<W < ...I U) i='22 0 ' ...I 0 ~-~ ~ O a: 0 :i ~ z < ::E !; § ~ ~ii i~:~ * a: z ' ~ < ::,: < i= ::E ·; GRAVELS CLEAN GRAVELS MORE THAN HALF (LESS THAN 5"' , OF COARSE FINE~) FRACTION IS • LARGER THAN GRAVEL WITH NO. -4 SIEVE FIES SANDS CLEAN SANOS · MORE THAN HALF (LESS THAN OF COARSE 5%8..eS) ' FRACTION IS St.ill I E~ THAN SAN>SWITHRES NO. 4 SEVE SIL TS AND CLAYS U0la> LMT IS LESS THAN 50'l6 SIL TS AND CLAYS UQUI) LMT IS GREATER THAN 50'l6 HIGHLY ORGANIC SOILS G. W Well graded gravels, gravel-sand mixtures, little or ' no fines. G, p Poorly graded gravels or gravel-sand mixtures, little or no fines. GM sII.ty gravels, gravel-sand-silt mixtures, non- p astrc fines. ,G·C Clayey gravela,gravel-sand-clay mixtures, plastic tines. . SW: Well graded sands, gravelly sands, little or no . fines. SP Poo~ly oraded sands or gravelly sands, little or , no, fines. SM. Silty aailda, aand-sllt mixtures, no~plaatlc fines. SC 'Clayey ,aanda, sand-clay mixtures, plastic fines. ML Inorganic silts and very fine sands rock flour silty or · clavev fine sands or clavev silts with slight olastlcltv . CL lnOJ'ganic clays of low to medium plasticity, gravelly clavs· sandv clavs. slltv clays, lean clays. OL prganic allta and organic allty clays of low plasticity. MH,,.. Inorganic .1Jilta1 m1caceo1,1a or.ltdlatomaceoua fine . sanay or sllty •O a, elastic sn s. CH lnor:ganic clays of high plasticity, fat clays. OH Ornanlc clays of medium to high plasticity, or!'.Janlc slits. · Pt Peat and other highly organic soils. ! OEF_INITION' OF.TERMS .. . ,_ .. _ . . , .. ,. < : ":. :,c .>,: .. ~· ·· ·:~ ::, ·~:?;t > i/\{\<:l,'..: /\,:St~:,.-·:·,:;.,:_ ;,_ .·-),-'":.' ·~,: ::.-:,_,.' 200 , .· . u:a 1sTAN>ARD .. seRie,iCs,eve :'i ':· 1 ;y· ·:· ci'.ifAi:iJfouARe·:.s,ev1f·opeN1NGs· . ,._ ::40 :: , .. ::..:·:.+:·ii :10:</;:.::.::,);?t//s:~': .. 1~b-',:.::: .3·.,::;fti?:1·2· SIL TS A'ND, CLAYS .,_ _____ ,...._S_A_N_D_· ..... ·..,,... .... · .. _·, __,.· ... '' _':,-;~ t--' _: .... ,·G_R .... ·A'T""""V __ E_L_--1 COBBLES BOULDERS FINE I MEDIUM . J. C()_ARSE . FINE . I COARSE GRAIN· SIZES ,.. , , · : '. ,--------·-·-"'I""" __ ,, ---.... -...;.....,.-'"" " '"'! .. ' '·' .. SANDS.GRAVELS AND BLO' ws,· FOO' T. t ; ; CL,AYS AND • t NON-PLASTICS SILTS· , · ,PLASTIC SILTS STRENGTH BLOWS/FOOT VERY· LOOSE LOOSE MEDIUM DENSE , DENSE VERY DENSE. 0 -4 4 -10. ·, ,, 10-, 30 .; :; ... _ _..",i, , . 30 -50 '.·,. · ' ..... :-,, . .,, .. OVER sP . ,,· - ', '- V.E:RY $OFT ,: 0 -11.4 ,, • -,.'!'" ,. · -, ' SOFT · · • .. , :,. :114:·-:-_1/2 :·'.1 . ·, '. ;'l:;\j{;:;;l[ '. 1,2 -1 '. ' · ' . ·: VERY ,STIFF·:.-.· ,; .:.::.~.I.·: 0 ',iv. !E:R~: 4 :_"_. • •. ::_·,_. ::''L ., " ·<.(.-:,H~RD_};}?/: . _ .:: ·.~~-, r fl J 0-2 ,~.'. · 2 -·4 ,;.<'' ,-~'·4 ~'.,a:·_,·1 · .,..s~;11e·· .j·a1i -~2 .: . RELATIVE OENSiTY , ' ::, ... ·. ·, ... •\ ,,·_ ~:·'.:,. ' :·. ' 1, !,CONSISTENCY',; ·, . , ,: .. t t • ' . _; ., • • ' '7 ,1 '.,. ,1,:,, •• / •• ~~ • ; ·'.·_.. ,' .'. '• • ,: ;,, , -.-:1: ,: ·j. "";; J; .. Number of blo~· of 140 ~oLind·hammer fallln~"30'1rtche•,io.-'drlv~:·a 2 !nch 0.0. (1.;..3ja in~h,LD.)r tapllt_spoon(ASTMD"'.°1586). · .. : . · .. ' _-; '; ,'_,_ .. :·,;,,::\, .... :_ :: ... .'_:-:_. Unconfined compressive· ,strength in tons/sq, ft •. alli determined ·by "iaboratofy, testing or approximated , by the standard penetration teat CASTM P-'1586). pqcket, Penetrometer, torvane, or visual observation. • '.. ' < ., • KEY TO EXPLORATORY .. 8O.RIN.G,.LOGS Unified $oil Classification· System (ASTM 0-2487) JOB NO: ,DATE: FIGURE: •,, ',, SAN DIEGO SOILS ENGINEERING.INC, ., L ' -' i ., ·1 ! ,.l 'l . i f l -·I ! ,' .·: ,:•-: '·t ' ' -;-., ,, ;,. ; , V :,, ·+ -~~·:·•/:.,'-,. OATE OB~ERVED:-.a6'--"""'9_-__ 8'""'6 ____ ....,..."--'-METHOD OF ·DRIL LIN G:_.=.8 ... "-=-S.;:.o:::.11=-; d=-.:F::...;l::.:1::J· g;;z.:hc:..:t::.....::· A.::.:u:.,;;g~e=-=r;._.. ___ _ 140 lb. -Hammer,,_J0''. Drop LOGGED BY:· -PAT ,.. I-w w Ll. ..... :c I-,0.. w Q 0 15 20 30 l" 35 40 :z 0 i= .~· u: cij en < ..J 0 ,, .CL GE. ,, . . ·~ ' ,•1 · .. ~ .. :' CL- : ,~ ,- I--0 ·o w 0 01w u. a: ..J ....... .:::::>o.. en .,1-::: == -~< 0 QC/) ,...I . z ,Ol ::) ·-; :: w ...I 0. :!: < en -~ ..J ::) 0l q. I•: I JO'B N0.:30038-00 GROUND ELEVATION: -290± ~ _..,, ,·' •" - ',\ . '• . ._ ·, l Fit.L: -LOG OF ~ORiNG CRC, Loi: 9 ,. ·-., :;Ii;~( ci'.11,: , .. ,'Part:i"c;te:.::s·ize :At"tfe'f'be~.k ·Limits; ::E:k~~nsion ·: . . ' ,,'i _. "'I"'<, FIGURE: 4 $ A N D I E q O G E ·O T E C.H N IC A L C O NS U LT AN T S. IN C • l' 1 ! I · 1 ' -1 ' I ·, ' C I -:1 '1 ·., i)·,·, ,i ··~. ·. I 'i l ., ' !·-\,, ,; ;• 3.. ,/ ~ -·~' . , ' 'i~" y DATE OBSERVED:· 6-10-86 METHOD OF DRILLING: __,,_8_"_S'-. o_l_i_· d_F_l_i...::· g::...h.;_t_· _A_u..::g:..e_r ____ _ ·140· Lb. Hammer,,30" Drop ,, LOGGED BY: PAT GROUND ELEVATION: 294±, GRC, Lot 9 z ~' 0 I- w ~ 0 w 0 u. 2 u. ..., ... J: !: C/) I-Cl) == £l.' C/) ' ,g w <. C ..J" Cl 0 0 ·:.;·,_.;: er,. 27 Cl w w. ..J a:, w a. 0:..J ::E :::, a:. c( I-::E C/) Cl)< lil:: ,QC/)" ..J' z :::, :::, Cl .... wilt a: .... ::::,l- 1-Z Cl) w -1-0z :so O· >ti: a:o On. w-o>-<t: ..J Cl) a:.z w 2=o BORING :N0;_._2_.;;. f • -~ ' -' ' 'FILI:.: Light· .:b·rown:>~±i:t\y:, CLA,Y,: :niO~$:t'; ;. . . . . " v~r:t st,i.ff :tq. ·fra.1;0. >\ _ ..... : l •• ' .;,:):./,t.ii;::r ",i ,. ·:·J··,·~::,-~·i·;,:~.!i_;:;,:~.}i,·~.'..~~-~-?.i,.·.··'.· '' ;:: . / ('. . ,,,]irl:t~t{i'f f !t}t, Jh'.; ~::::t~ea, t----if--+t--+--+---..--4.....--+....;-a-,;,:----;-.;.......;.__+...,.....;:.....:;.;.;~.a.:,;.:..;....a.;_,..;...:..:.:.;..;:~~.,;.;_;.:.;..:..i .. ' ' ' ' ' -.. ·. ,, ; .: ~;: -·:--} / ·~~ ··: : .·· ,:t ', --~ ·{:,}.~/:·:. ~: ~ ,: ~ 5 ' CL'. 10 CL }', .,. 15 i-'. :r' 20 25 . 30 35. 40 50 90 ,_t-' , ' ' 20.7101.· ,i:· .f ; .. .·,,, . l, ,1,1-· -, .. ~· · .. ! ' ,._,.t,,·,. JOB N°-=aoosa-oo· B·EDRbCK: Point; Lom;i;Ein:>(Kpl) :;-:J~fgfrt::. .Mcii~·iu:t·~/Density brown ·to' olive si-H:y i-cLAYSTONE;·a,tnQist',' ha.rd, qrange .s-~a:i.ni:1\g, · · .\ .· i ...• ', fftt: /c:·:_.{·:· :';-:;tXf~iW}t.- . ,, ' 1· ~ _.· :, .... ~ ... ~;i~:·····:·.·,..-r~;·Jr_>.,.,~;-, ' .. , TOTAL DEPTH: · 1-1.S.1:··:,:-,•,.:t:· :·,·::1·,,; ,~-,r~· r:-.. (,c ,'. No_:_ Wa?er · : ; .. : .,_,.\,.;) \(i:)t" :;f<J~\}i/·' · Backfal;l;~d' :.6--10-8'6~/f<' c::.,.:/ ;,:;>,, ,;, .; J)/:l;:}%''. . ·: . •• '!:, t i ~, '~. ' ,· ., ' J; . .··· ,. *. ~·! j;} ·/1 ~ ,' ~ ~ , .. _: . ··.j' ,, ' ' ,, ' • !: ,-. . 1 ' '• {: :,, '' ' ':f: .:':_i._:._/ ·:;;-:};:',;(:->)/: ,:, :./:,'}/' ;: ; _. ' "\ ;:-_ ·~ ; LOG OF BORING .,I•' ···' l' .. . _;, . . , ... -.J "1. .. '::.: .. ·.,":.,." -::.· /: '·'t ·:,· '.' •• < '-·-_. ',.··.: (, FIGURE: 5 SAN DI.EGO GEOTECM-NICAL CONSUL TAN TS, INC.· L ~--i . •l ·' ,, t ·'t' : \ i . i L ,_.,. -,l I .. , f' ',! ,,,i' 'DATE OBSERVED:_..::.6_--=-10~-....:8::..::6::__ __ -'--_ METHOD OF DRiLLIN,G: 8" Sol:Ld. Flight _Auger 140. Lb: Haminer, 30" -Drop LOGGED BY: PAT .... I-w w "-. _, :I: ,_ 11. w Q 0 5 10 15 20 25 30 40 z 0 ~ 0 ~ en Cl) < ..J 0 i'' CL t. CL ,..;., ~' ~ J ,. CL I-0 0 u. ... Cl) ;: 0 ..J m . , ,' I 89 ,· ,.,_.i. 'f.,, ·.:. ,1' • '1 . ; 0 .w -mw Jr-1 :::).11. ,_ :::e ~< QC/) z :::) LU ..J 11. :a < Cl) ~ ..J :::) m '-· ... !,,_ ,,; Joe No.:3ooaa-oo GROUND .ELEVATION: .... w~ a: 1-:::)z· 1-u,W -1-0z :::eo 0 ' ~ > ··'.: f 1: i. __ ., >~ a:o. 011. ·. w;: o,_ <-..Jen ll.z zW -o ··1·· t: • I ; ' ~., '··. ,' .. ,. ~: .. : ' ,'\: -,'', 'l . ,.,. 'BORING: NO . .'< .. :3 't.'.-: ·~~~~1.//~:~·:. ,. / ~1oiC -rEsr ,' t ;, . >, .. "I'!•., . '•. -'.' FILL:· I;ig-ht:'.. b rovm silty: .CLAY.,:, _rridi$'i: ,-' . ve-ry:st;'i-;Ef·to ha:i;-d .\./o ·:_,1,:·.,;:;·,:_>;:,--.:,. ·,a, <:.':'_'·,/.>',;-,•·.':: . ,1;, :i.~ ' s • ~ "I, -t.: t· . 'r..,._, ._'. ; ' :" /,:. ::rft.,:: .. · .. ,,_,:;/'. ;. / ~;,,, ._.---. ;: ~;i ~· ... ,,.;,"" ,:l"! -', !-''~··:-~:]-t~ ' tm:tntocK·:,i Po:tnt.··.tbma;:.:fr:ii{ (Kpi)':: ;'t'i~gbt.' · .. brown to ol.i ve ,· silty'. ''(;,I,AYSTONE·, -,'moist~ hard· '','.:/., f · .,·:· ,, :,\-,,} ... r·· • f i·.: .. LOG OF BORING FIGURE: 6 .:=,. SAN .DIEGO GEOTEC.HNIC.O.L C'ONSUL TANTS. IN.C • .. ,. /• i .[ ,•,'i. ., .... ,,., ·1. ':· .. ·: I ' 'j~ '!' .l '.·! .l •, i .. ~ ' DATE OBSERVED: __ 6_-_1_0_-_8_6_· _______ METHOD OF DRILLING:._::-.· ..,..8:-"-.:a<S..::::ci_.,l-=i.::::<l-=-F=-l=-igah:.:..t::....:A:.:..u::.igie::.:r=------- J 40 Lh-Hammer, 30" Drop LOGGED EiY: P A;r GF?OUND EL!;:VATiON: 294± _ iocATION: CRC Lot 9 z 0 w -0 I-I-0 w ..I w ~ 0 mw. 0. w 0:...1 ::E Li.. g u. .... .... ::) 0.. < ::J: !:!:: (/) 1-::l:: Cf.I I-Cf.I :: ~< ~· 0. Cf.I 0 O(/) ..I w <· ~-· z ::) C ..J ·m. ::) m 0 0 . '. I ' ,~ : ' CL ·,28 , L 15 ·20 25 ' 1 40 Joe No.:aoo·sa-oo >--~ a:o Co.. w .... · o> <!:: ..I (/J O..z .zw -c • • t ~ 'f 1 '. 22:7 rm . .- 24. 3 95. .,. .,;-- . • '1··.·.· : • ;1 ~ ' • •:,' . f_.'. ,,-., : ,.: ~··' ~ '/ ,' .. · ·,•. :·,·, : '~ ': , :I)• I, ' t •.,,~ .. ,, . lfEbROCK:': , Pcifht.),;6~~-\;:ifth:..:(Kp::(.J ::l._:ilJgQ:t/:. _; br;~n ~to". 9iive ·s :i:';Lt:y.,:C}iEi\YSTONlf/:1rio'is t' hard .:"';i:_,}:·:':·.,-. . ' ·'(:i:' . '.,s ... < . ; . '' '· . ·.LOG OF.BORING FIGURE: 7 SAN DIEGO GEOTEC·HNICAL-CONSULTANTS, INC • . '·; . ! . ' 'l l l_ . .. ,,· 'j ! l ··' i" '/ ~ •' L l ,·_i-'·;'1 .. _,, , .. '·: ! ·: _, '', l ,.,: ·\ I :i t. L. f. i i. l . I i .... ' p :',t ,L •. ;, ",.f . ; ·r- < ! ,, l. l ! l . t. ·, '' f;'1 ~'·, l I_ 'DATE OBSERVED:_~6_-.::..10~-.....:8::..:6::....-_--'------METHOD OF DRILLIN'G;, 8' .. Soii& Flight Auger. 140 Lb. Hammer. 30" Drop LOGGED BY: PAT GROUND ELEVATION: 292± LOCATIO~: CRC Lot 9 z 0 w .... 0 ... .... ... 0 w ..I w~ w ~ 0 mw, Cl. a: ..... w ::E u.. Q LL. 0:..J. ':::) ... ..... ... ::, 0. < ... z, :::c !!: ·CJ) t-:::E Cl) cnW ... Cl) :: ~< -1-~ oz Q. Cl) 0 Q(J) ..I w < ..I :;.: ::, ::E 0 Q ..I m ::, UI 0 0 9 ,:1 '5 ;-i ; CL r· ,. 10 CL ._,: y !'' ,it': cl£, 15 ,, ··c:1 14 _, ..... ·-. .•. .! ,. '. t· 20 25 ct 1,9 30 'f, ,.,_. 40 Joe No.:3oosa..:oo r . >~ a:o Co. ~;: < t:: ..I Cl) O.z zW -c . •, ',' '• ~ -. ',i SORIN~ NO. ----=.5;_ ,~ •. ' • • I,: -,,. .. ,.,.· .,. ,1 l• •!., :: DESCRIPTilON '::. ·:·'. ·:: ·.::· .. < :, I '·<"'i -~ 1 • •, ;· ;r.'~1< ·:·r ::':tt·,~~;i/~,:_; •', FII~~: . Light ~~'liown;;si£ft/ C~AY /i\n6·ist ~ _ , '• ~-.. ·@·. 2k' ··s1.nd) tens-''&'' ·seepiig·~,~-. ,.:::-.-::.':".'i~,·,:' .. ,:: ,\,'i,, ,i · · · ·· ;~1;,;:;~~ttr }J;j£~1~f 1{·• Expa.riston..:·i·. · ."".,,(:. .. l, , ~ ' ·.. . . . ... ' -i ~~' . ,·· .. ) , °' .-',' ' •. ' •• •, .~:>';',:-:·' · ..... :::~:_ ·~'·_·.-.,-.1:i.·: . .;::,t!,'--"f ., .:~·,,·{·~:-', ..... ' (, ';' r • ·'~ B.P.:DROCK: .'Po·int: Loma. Fin: (Kp:l)!·,.'.Light:· . ··::-::> ·.,. ,., ~~--: .... ~ ... : ... ~_-, .;..r_o_: ·::_;6,..:l,..i ... '.v.,;;.e..:,'.1\,..;~..;.:,~_"::1~···t~-~.;..,:_::;_c.~;.;; ... ·~y.:.,. --~~,;.;. ... ;o,;,;,~;.;.~ .... -:..a;'.-~-;..r~, ~ ... t.:..'~_t.;..·· .. ,~: · .. :· 1 _-;: 1 _:;;_~.·:_·.·_:':.,:_: __ .,·.: •• ·_,_._:_·:_~.;~.~-::_._,,_:_::·,·_.~:.·:~_:,::.,_:: __ ··-::··,;;_:_~---•• '·, I ·''."J.·'? ' .. ·,: . :s/'. )\F\\::\.::\;tt),< . _.. __ · .. .-_ .;~~~litt: ,: '. ,_. ,1-•• ~ ' . :. : :-'' 'LOG OF ·aoRING FIGURE: 8 SAN DIEGO G.EOTE.Q.HNICA.L CONS-ULTANTS, INC. ,•:, ~' •l,' I I l_ ;>•, ,. ' )· "i \ .. . ,.:·· ' • 1 -~, • . ' ; .. ':L, ',,. ;.r' ' ·~ i .. . " ' ,,' :r-.-:,· I ,! ,, ,, f: \. '1_ •• i • I·'<:' • t· ·,· "'• ·-J,: • .. ~~ .. ,: -.: -. ' ~ : '.. ,•,: . ;•., / ' DATE OBSERVED: 6-,-10-86 METHOD OF DRILLING:..,.·. ·_;8...;"_..;;;S...;..o.;;;;lc;;;ic;;;d'-'-F.;;;;l.;;;;i..,.gh::.=. . .;;.t...;A:;.;;;.. u~gc;,.e;:_;r;:.; _____ _ 140 Lb. Hammer, 30" Drop LOGGED BY: PAT GROUND ELEVATION: 291± i.,OCATION: CRC. Lot 9 ..... I-w w LI.. ..... :c .... ·0. ·W Q 0 5 10 f ! 15 20 25 .·;- 30 40 :z: 0 .: < 0 ·u: en en < ..I 0 _rJ •'t CI. 'CL I . , . ..... ,.~, ct. ... , : 0 I-w 0 w ..J 0 cow 0. :E u. 0:..J .... ::, 0. < en. 1-:E en ;: ~< ~ 0 QC/) ..J· ..J z :::, m :::> co ·,,.., JOB NO.:3QQ ~8-00 ..... ·"ii, w..., a: I-::, z ..,.w ~ ... Oz :EQ (.) 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L '' ' :, 'l ,, J •I ·t ! l I l l .I ; !; ... ,{' I ·', 1.', I, 1,1, LOGGED BY: PA+ .ii:. ~ ~ ', 'ci' 10: CL 'I 15 20 '·· 25 35, ,:1, ·, 40 JOB N0.:30038-·00 GROU~D E!,.!=VATION: 290± !,.OCATIOlil: CRC Lot 9 /, •.;_ ·i i'. .. _,, J .. ·:1_/_ ,,; EEPROCk: . Po irk t,oni~!J·mtAKpl)_:: :,:t-ight . . brown to-·;o],;i.ve·:·.s±-1-tf .CLAY;$TONE;·:• µioi~t, harcC··.f . 1 ::::~--:';, ,: 2:;{;';:'. r< · <.:;.iif~~-(.:'0 I I• : •• t ,., . g,~~ia~lii< , .. 'Mo:tstq-i'.e./Densi ty· ½Dir.ei'ct :Sh·ea:r ' ,Ex1tari~ ion 'R_-Value;___.,. , . M~is·ture'/Densi ty ,,, , . ' . ' LOG OF BORING FIGURE: 1 O 11 -. _ SAN DIE GO G EOTE~H NIC AL CONSUL TAN TS, ING. l_ ,. :v, ! I 1 L .' \I .. . ' 'l 'i :'I ~ i i ! i I f . l-~ ,,- -7"t,,: I /c L • ._ . . ... -~: ,,• ,: ·,: ~ ·, ,',:' ,-:· ,. : ': .' . ,, ~ " ' ., i ,:."' ~ .. ; .'. { :i _,f ! , : t ,, -,, ,,,., . ·-~~_!-. ·i 1· ·, ,.,-,'' '-i , \ I ,,,1, ,- l :, 1-: ·. i. ,, I '' '/i··'; ti , ~ 1 ~ • ' '• 'i' l·' . 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'"O )> :0 -I 0 r-m: en N m )> z )> ~ SAND GRAVEL COARSE I MEDIUM I FINE··,:.~"'"'"·· SILT.~:-~ · CLAY SIE_VE SIZES-U.S. STANDARD , :;:>··-~-~ 3/4" 1/2" . . · . . · · · · · . .. 100 100 11 1·111111111 I 11 11l1111tt1 I 1·11111111· I ·111111·1 I· I· I 1/4" · 4 10 20 40 .. · ,. 100 200 · · ., -.-,, ,,~,:.;..~ : _,_ --. • 0 ~tl~IUIH ! · lillll 1111 IliHfil± I I 11111111 I I·· ao11-,---+--+-1-+-+-H-+++-+---11--,----+-Hf--Hc.-f--H---+--+--+--+-+-+-H-+-if--1---+":=:==~---++-+-+-+-t-+--+----,-t---,-.-1ao ,70 r 70 ~ 60 :0. 0 m z·· -I ... 50 "O > CIJ'. C/J .z 40 Ci) '':: :~ ·· .. :. 30,1'·~\ ·~ .', •, , . ·---,_ .,. '~ ........ _ 1'•:_ --; ·-·· ~ - ,,,:,; \ '':-·,' .. : -;:.., ..... : I::: ,. ',):. ., .. ~~ - •Ir· ..... --'-:' ... , ,_:.·;,;:::: ' .. ,, . '--~ ',;t '·:~·-: , .. ' _,): ~'--l,b~:-·~· •,· ,,(:,; .. . .'_': .:, .. ·. ·1···· I • ' :::.! ~_, -' t ' ' ' •• ,.· ' -· ,:~-_ <LI':?·.· :,_,Jr··-:~·-·· 1·~·:"· .. ~-.'..:I·. . ,_:~ ... I\: _, ./:~'\l::;1t;iV~\ .: ... ,. -:, .. ,.: ; -.~, ,.:, ' ...... -;'• . :". ·ii 60 m .. . :0 ·;·t·:·. ~ :~~·: :'. 50: ~- . -"--'· > 0 Ci) m 0 -I m 0 :c z 0 > -,- en -en •:' -~~--.< ; ~}:: 10 ''';,; .. -::· • 0 ,. ·· f :ft . ·. ... \;\ \\~\'? '--"-!~~~~~~:~~~~~~~~~: f ~IX :,:-:t'"·:.~. ~~~-~-:·i: ;.:, . ~';. ·l't/:.:(· !i"i:{~,tc-:i~. 0 0 z Ch C: r ;! z -n . ·-,,, '51. ' ,:·,:· ~ ·· .. ,;_.·,· m .. -f I· ... C/) II,) 0 ,~!f~)~{~;'.fi~~~?o~> r, . ·,. ·":".-c .. ,,., ... ,-10.0;' '.'~ :; ?-~:'°'. ~-~.~ .. -,: --~~; : .. ;-. , !.?_:.: ~I~-~lf f ·:-~-0 - j;, '.• ~-·f. /'/~: ,<~\:·?::>, ·> · &1 , -:::.\r:i(~:'._\:.J.}.;::j:~::;\;;~.,_dt:> PARTIC.LI: ~IZE7MILl,.IMETERS;,;,:.,,.· ._0 ;,:c·":·.~~-.1,.;,·,~£'"',:,,,,",· : h ·, ..... ~-,· ·., .. 1:...~1: , ~-· _:.. ::--· -. -~.... .:: :~.~·..;._ ::-~'·•\: 1·,~·:..:::: :H:1~· :.:.·,· _ ,.:~~:· J.-::-:-.:~ ,, .. ._ __ ~ _, BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX ··;-· CLASSIFICATION !::, ~ • -~'7',·:_\;:.:i .. f, :-. ; I 4 I 5 . I . ....;.__ I 67.7 I · 29.4 : · I· .. ;• ''":·''·'· ., CH ., . ,·_,_.,. :. ·<~-'-:~·-I·.· ,.:~· ' z-.__..__ ___________________________________________________________ _ 0 -;-· l_: ·, ' ·,-\·-"-, ,- ' f •.,: ' ~' . ,. ,, .. I*. ,· ! ,: .• ·:?,'..!;' ·,· 'i' .. •. :-?f.:J.t.! } '. ~ ,, '.:-!• I ,;:4i:\ ·'.,: ,' ~~ I-; y.,•!. ,.fl, 0 ,.,',!!. 0 ,,; l 1-I'' BORING NO. ••'. ., •1 .1000 DEPTH (FEET) ,',l , . 2000 . : : ! ; 30QQ·;,,\.: .;.' .', /40()() ·. · .. , '[ 5000 ·.'.NOR.MA·~ LOAO;~jiSF)'?' . ,<ff){:·,< ...... -.; COHESION;' ANGLE. OF .... · _ __,.. __ s_A_M_P_L_E __ ' ._o·_e_s_C_R_IP_T_t_O_N __ . __ --1 (PSF) · FBICTION o 40001-------J..-,------"-----r--~-'------r---L---------,--,.' ........ ---,......,---------t : ' t,1, ; ., t '' , .. I . ~ j '·· ,: , .. 1 •' ;1, ·t l ,, ~ ·f :' .-; i ' ' ·,1 ,'•. I·' 'j l, •I, " ' ~ ' ;; 't,. ' JOB NO.: 30038-00 '. ~ '. ,' : ,i .... ,· I',;'< ·.-. '.- '',, ' SHEARING: srRENGTH: TEST FIGURE: 13 ·SAN DIEGO GEOTECHNICAL CONSULTA·N-TS, 'INC. ,·, ! •.· '!'· . . : .. · i :· i -';', . I .,{ ·-·-1, J,. . -::· /··I\ :! 'r H . -, .: '·," t. -~ . ::• ,,,-,,,, -,.n; ••·;.• . : .,r·· :/ ~·,,,;I;.,: ,~ ::-,'j , I '1' 1' ' :~ ~' l ' f ~ _i [·., ::· '.!• ,•' : L ,. ' ,• ,, . ' • 1->:t \i ! ; .~: ·': ,·; ·= ~-~ . ·:.:t ;:',, .} r' t•i.· ', 'i ;,;);:·:iq :;,;,, !::·.: •. f; ;, 1i ! ' ! • 1t, -~, 1: . :,!', ' .~' <·.} t •• ; ', •-: , '·. , .. • .;,•:; 1.1l; ' .-,. .! ,! ~ ' '··,. ~" ·. ~ L~.' . .'·. f ,· < • l; '1 f ..I • f I' ._ \ • \ '·, • :.,~ "• ; / ',. -.: , ','.L., ;.~ • : ·I •1 '.I ., _' ' I'« ,·. ',·. \ 1-• ; • 1,· .• ·: !:, --~ ' ~ ••.• t•, i,. :, ' '• . ,, . '~ . ' ~ I '•, ... ''1 '11 I, "!. --~ ., .·, ,, .. ,, ,, - .... I.--, ,: r ·l ',· I· . ·, I, i.j I, ,, ., ' ' '",,l , l, t , • • I ' ~· ., ·".1' ... r' , , I' .. : .. ' ; . . . ~"· .. _ :: ~ H· ! • 1 :· ,. · ··. : • <. ··. . , . ,.,t:·.;,\ _;, _; ;.t'.:f j{~·!It1il~i·~l'.ili::~'.:'{~lt,::f c:,:: · , r ' 1 -'sTANDARb"',GUI.DELINEs:' FOitA3RADI'NG;'. PROJE'c1r's _;·,. ·r\:.;.::/:-1~{,1'(,;\;\L'i · . ;. ; • ;, :;-: }{ ;:·{\l~~~:~L, _;: :: ; :_•·' • .:{:;{j/,'.{~,;~\t:ii;.t~f ,~t~ij~;j;:~'~::::;··::' 1i~lii,'.;~ .. ' . · · . -_; 1-.1 • 'The 'guide·lines·;_'cont:·afned i-~ei''e:i1n}.:~nd'I.)ttfi'e'.:.t_#S:i:a.Q.'d'.i:i;-a:./}ifh;:···,I· ,, '~ ,, ' ' '~ : , ' '• ! ~ • " • I > ~, • ' •'I • •"', 1 ~ J-. . ~,~ • -y_'1 ~ 01 I. ' ~ 1 • I • de:tails .. at:fr1;1ched;: he•te-te,;. t~:t;fr•e•s~'n'.t':;,tbls>(tJrm f S, sta:nd1ard,•: ',' '!,.: ·.: ,,. 'recommendations,: for:·,:tjt'ad;i._pg:~_;·and,:{,ot::t-ie-,r,: ::asisocia:·f:-ed \_:f:.. : operations on coi:1$tr~chion::pr.·ojeqt-s:.'."iiTh,ese· .guideli:nes: ' i '' -~' I: should be considere·d.-1 a· 'poit,ioti.,.bf:.;.tQ'$'.~j:project spe'cif i-· , -~cations • .:.'.'.:: .. _-.:->'-,f ::·; f-\. ,· -'.'.:·.·::::?·':~::.t;~T·'.·~.j,:?l~·-_:.~:j,1~Y't~:.,./~t~-}}~:t::::: '.;;_~_::\_-_ , All_ plates:. ,att:achea·,Jie·r"etc:r/is'haI:1:VBeJ'cons:f'a:et·ea?~~'fsFtpart _ ' ' •','. ,. ',,··, ·,of . thes~ .. -,g~'i-del~::fe_5?~:.>t':;',~~;/~;~t~:1~:;:,:)·~::;:}~:~'.i~l~~}~:~P:r:~::';::_:FL~~~:;:\;/~\4'i::·~;.:.:;'..,~,:::.:·:::: 1 ~ 3 ;:,-The: Cont'rac:tor shou'ldhhc;,t;'.\rvary-f:~'i·¢mf;!:t:liese)g·u,fdeLi:rtes·0 : .,'"·> ·: ·without:. p;tior· recoin:inehaat'ion.::by·:i/the::-:GeotecllnicalS:i't,. ;.:; ·: ... . \!::{:{, _Consultant and· 'the, apj;>;rciv'aL:8f ':the ;·client>or:, .hi.s\/:{J//, ·>:t . authorized r.e.presen.ta.·ti ve'.. · ~:i.Reconune,ndation by:; the1f:{\~,:;, i .:i· .. _ Geotechnic~.1· Consultant ,ana/cn::·-Cliepif::._ .. should r10t,:'Bi{::t::,: ,;. <' considered _to _pteclude •requlremerits . .,,;E'tj·r::lapprbva,l,::·by\: .: ... , ':! . , ·the controll:irig . agenqy,' pr.:ip~::·,to -the,;e~e¢·ution · of-.;;,an:,Y>:.~", ·: ,. ', J1 ') ,,, : • i ! ~l, :.{:;:? : .. ··. ::1::e::l~t-0;!1;:Jr t~~lt~i,,l~t tt:'tti!&l1ltii~'~:}1?r • 1 , , 1 • • may b~ rrtodif ied .. and/or, :stl'per·sed·ea-, by:trecomrnendations. ·-.. ,·, ,contained in the_ :te~t .1 ~f __ t·hei _.pre:J,.:,imiri_ary geotedh~icai. '·'', I ,: 2-.~ ,·,:, · · . , ( , ;,,_'' :;' repo~t : a nd / ~~_._.t:t~~~~~f ~):::;t;:;;;;ifr.1.1,if ftJf{l~:{{{.\: :-t~/ti{:8{~\~{:t/::., ·· :-· 1. 5 If d1,sputes .ar1:s.~-; ou:t:;o:!:. i.t:h.~\\);nct;e:tp1ret'at/1o·n(,of .. ·,tnes·e-·': , grading guideli'ijeS-bt 'st?inda·r.d:;.aetail:s):':i·the·' ·Geotechnica:l Consultant_ shall provicle the/governfrrg···,tnter.preta.tion. DE~INITIO~S • op ~~RMS : , : : ; ' ~'Ji;\:;,:\hf, ,';,;:~4:§,\tiii;f '.;~J;, y .. , , , · ., · 2 ~-1 ALLUVI OM .·..:.;... -. ·.onco'hs~il,iidat'.·ed''c-ife1i'~·'j/fai'J'a.'.ep~>s:fi::f3\?ieii.u':i fing· :-::: ;. f roil\ flow, :·of ·water-, '·incluaJ:ng~;Jgefainte'rrts!,(depos.t'ted'·.Jn·;,.,.,. \; .:. ri,ver beds, ca-nyon~r,i·._flodd. plains:,:·,_l;ake·s::, fans_ at~'the : · --·~.' ,._,"":" ,,;: f t , f 1 · -;d'· ···· ·t ,, -,;: --. ,-·, .. _.. · ·,:.:,, : -"· ·.: -, ' .. : ;" .:.-.. .-.· . , oo o s o.pe~ ,,;:in , .~s, l..lari:e-s .• ;t-,,:i)f .-:;-.:-.r;·; :.<:,:y·;, .;;-", '.·· -.... , .. :' ... ,f:'. -"''-...__ . --.. ,· ,' '• ;:·, ·. ~~:i~r~~~ c!t~!~!f r l'~{t;j~t:f !tti;;~~Jlf :1;;~~!t~i:f ':f !! ; : · ·,, · ': ., ' I . ' 2.2 BACKCUT · --. A, 'fempcita:ry!·:;·aon;'s~ru:cfJ!brl~·it$']'cfpe::/~b1.i'the(tr;ie-a:r ·· :.:: ·:··;. , , 1 , _ " I,·.,, • , , , 1 , I•~·, , ; , • • j , '• l,. • '4 • ,., • • .o1: earth.' r~ta:ining'. struc:tu+-es·, .such j:i:s; 'b'til·;t.-t:r·esses':~t·~}~,;. ·. , .... . • shear keys; l;ltabi l:i:'z'a:tion ,'·fi,l'ILs.'.i;br' '.'.ret'.ainfng· ':Wal·J:s':;·l~::: -':· t,•.,,, -, /j _,' '.--· ",: ;.:,, •,,·.,Ii .,,::<.;:'_',:; _'_, .. ,~}_.J) .. t·;,._/,::;:,,:\,::;/J.ti~i,-,,, .~ .. :;:·;,;~,:·;!'/iJ~ti,:,>~;,;_.'. ,_. ,_1 -2. 4 . -: BACKDRAIN ,;.:.. · G'eneral'ly, a: p-i,pe( a:.ncf'.·gr'c!i/v~'.J.':.'i:'6r ··:~sirhid:a:tJ:1-:, ::· -':~ ' drainage sys·t.em .,placed. behind\ earth _·:refa:lning ' ,; - ,, -' '1;. ',,,_'.~_-:_·.:: ' ,:\ (:\\:,_.: :. ':-, ....... l ', :·', .-structures such'.. butt:r;·esses, st,abiliz·ati-o·n-, fills:;--.·'· .. :>.· ... ,. and .reta±_,,ni;ng_,:wa11.~:-~,-_'',:.:,:.,:,'.·.·::··.···,·_,.,'_:_,·.··,·,::::.,:_ •... ,··.·_.:_:;·:·,:.,.··_:·,::r_i.'_,-._~:.·,,,_: ... :.,:;_:_:_,::,\_,_·.·_'_ .. ·\_::.,:'',:':,··:_·_:-·~;::,:·,· .. ·.'. .. :_:i_'_:_._:_j··::',··,·:·.· ... • .• ~:'.··.·_·':' ';',,.'l':i,:i:s·::;:,i,[.·:..:.: BEDROCK.""'~ ·,A more bt _ 1e·,i;,s~,·:~0Ii-i~·,r¢l~ti~·e1y, ,::;fLf!·~'tff->~,.i. '. undistµrb~d rock .in 'place'._·ei£her.,,~:at t'l:fe'_:·:St1rface:· or_:: · --· , . beneath· supex;-~ic.ial, depos:its ,of. :so'il.: , ;!·::· .. _ ·,·,. ; ;~:~:. , }>"r: ·J:i:Wi ?:r::i;:\;1:,¥;::i1f.tt;lf i* ~ !;;ir'.:;;,li~ti~,:;:,:'.,:;;~;ri~~ii~:r: . . ·./ t., . .. , .. ' ' • •I....- 'i': ·, ,j i . ( ' ~ i' .. ,• " -' ~ i ·:' ·_ • : .~ :'· ' , -·- S tanda;p, Gu:t:delirie·S, ·. 1 •• , for Grading Projects ·. k, • •, I,/ :.: .! . ' i_,; > _. r ' { I '1 I ' ' f ', . : ' · 2; 6 ;:' · ·_BENCH ·--··A relabi. VEily' :-1¢vel;}ste'f;,;~·ahd-?'rie'a'r·~.·ver'f.'ica·i; ):·_'.i.'.' . ·: rise excavated: :into .:s:i::6p,;i._;pq;~:~g:1roµ·11:d:, o'i'(-~·whri:6'h · t'i'll: ,is'~;. ' :', 'i :: . . :i· , . \. '. ··.. . .;to be .. place_d. · .... :.<.-\.,·/>.> :.:.:·· ~~ '.·};t·:~:; .//'.;._.)/ti~~{'.:i,,$:;:::;:.~/ .. :.:.\: .. ~/t~::{}t(: i:. 'i :·: I ;i'' ', :~ .... :i ~ 7 ,, BORROW (Import:) ·. :.'.;·,;.:,, A:ri'.,y\,,f r1'.itdnaJ1f-er :t~tt~hilli:~a: ·1:6~)t11~:~ :}-::-} :·;··> .. ," ; ::,., , ,\{: .' '' • • f .·· :.t'lf .•·r.,,{".~ ::i-,,.,, ,, ' . .', .. ·1.•·,,_, 1'\ ·.,:-~-, ,-.1,~._';'_: .,·_~ • ', .. { I 't .. ·. _;-; ,·,,, .... '\'.::·. , .. 1. · , pro Jec.t site · ·rom o f-s·J:~~ ·.~,r-~as:,;;e,, ·.,.-,;,;::::.:,·v·:: ,, ._;··,:· .... , ··:,·-..· ... q 1i'J;;.,,; .·,:, > · . : '.'): ;\( i: J:·r·t·' ).h,.: ;: ';,· ,. '. . . ' ; . : / .::;: ~.'. :. '., : '_/::/::;:,,)J;j·~.tt?ftt.i )t::-~~-ir{·;_;·,:·~.:iJ{l~:'/.~1tti{/)l ;,: -. . : ;:, . i·'·,:'.:1 ;1·.2 a· 'I • BUTTRESS 'FILL _:,__,··A.', f i 1r:mast; ;5tilief: 'coi -<'Jfg'·ur'at'i.cihti'Bf,'.Zi/",.,;'f' .: .: . ',, .:· ,. '. ',:: •• ~ ' '1· .. • • • ,•, :--, :'11 .,1 -.·' • ~. -,~:·,-..~--·::,1 -~ --·· "':· .' • , ... ~t , ··l:.rr;r,:.;;,.-,: ·,· ,· •,,, ,, ' '• '. .. ' 'i• :I., , .: ·: · · :, ·. _. _w:hich is desi_gned by-,_e·ng.:~ne~.ra.:ng'.·-..cal:eu-;La::tiorts: _ .tq >>;.<::·· . :··· :·: • •• • ' ' '• ., ' ' '. ' ..... • • ,, , , • \ • ' ., • 1 l-~, •. , • ' • ~ i. ,,. '. 2. 9 I, ', j', <1,: >: .i ! :, . 2 ;10 J. _retain slope cond1t16~s:, ¢qnta.::1n-1.ng.';, adv.e:~:.se geoldgiic:,_,-\.,: 'i·->·: · features.. A:. buttress '.:is ;.<J~Jte·r'.allY:-sp.ecff ied. by_ minim'i.i:m/. .. key width and deptn, ar-id.: ;",by,.:ma*imurn'i;b~ckc_ut an-gle·.·. ,:,-.,:. -. A buttress . normally_. ·con:t,ainl3 :i a . backd·r ai n:age sys tenf~ ':', : -. _ '" · . -~ · ·. -.· .~i1· .. J{•~:~ './~:-.\. \.: ...... -: • ,• • .,,• :;. \ ;•.. , · : ••• -~\-?/-'-;:-. .. : .. , CIVIL ENGINEER _:..::.:_, ,T,~e.· .. Ifegi~'f~i~~a :-,ci,;:(!J/:E:ngiheer'·,{'62:t·,?/1:'; ·, ·' .. , consulting firm,.responsible,c,for t>repa~~tion .of: .:t:he'Ji_,:: ~-' grading plans·, .. .s.urv-eying .and:.ver'ifying·i.!=l's-gr·aded -.:·:·}:.·.·, 'topographic 'cdndftions " -~ J .:,} • ;, ' 'I:,·:,?,,;,,• ', '.· :;:\ ~·.,' :.: '. .:;.;,, .... · 1 .. , •.. :.:;/,. :i"/; .. \\~:;~:};fi,\(}:fftt.J::~:l§?:{:(: .. .-:·r__,';).:r,ti,:lii::i.:::(·>·,.' CLIENT.. . Tlle · Develbp$:r.),-or:·:.·\fi.,$;--'.'~utho-ti1z·ed·· repr'esen;.:;;.y·;,. · t'atiye .who .is_1ch:ie.fly .. in·::,:cfrarge-,~f. the),i'.project; •. ;;·, .. ;~;-_ .. :~1~/. H~ _ s~all ha;ve.'; the·/·:i;°es-p9ri~:~i:;)ili.it'i,:,.;:o:c~:r~yJ;ew;tng. ;:tij~i·!t'iiJH;~;:; .::: .f 1 ndings . and:. t.ecorcim'=7.n:c:J::~:t.i:-o.rt~;,_,rnade_.:_b}\~;thei~:Geote·ch~i'J,'~a,I\:~· ·: · Consultant and shalL-ia:u.thor1.ze"-0t-he·· Con-t:r'actor and/or·.-.,-. · · ;,,other. consultant,s.: .~<>1 perjfo_;ni:·>~10:r.~~_i~:n;d(o'ti;;,.provide_ \·:,:';, .·>'i-·. \_ • ': · ·· .. ~ j;l; · ::::;::k: + d~Jeiti[~\1i~[~:*if f Ji:~ !JliiJ~i;Jti '~~i~}\~ . ' . ' :near.·. the' base• .of:,.-sl:op,es;:--a1nd;,):Si,:·ought;.~ • .t:h:ere' chie,f ly:,.:;,'by'''\:' ··. , , : : ,': gray~ ty. through,:_slow oon:i:ri-t1uoti'r:3 , d9.vtrih.i.l.l;,,,_,creepi;'( also}::.-': : . ., < : 0 2 ~'_.• 1 t 3 2 :.·· · .. ·;;;;;;;;~w;;:f; ;::~~~;::;~~:µ~!f ~~f ~~~~t~Il11~~'1;~;ti~~j~~:~}J{) ... ~. :.: .: ~. \ ' , . , "' r- ; .•;; .. ·-CONTRACTOR --. A.· pei:"son·-or::co:rnpany:;· ,u'nder;;,ico·ntract>or·::.1->/~. ··· otherwise retaihed.: ,by',the :c1ie·nt .'to :pe'.£'.f:o,rm. demol.i-,'·.'_:·,i ' ... tion, grading-a1'd qt,·n·eit-: s~ te-~ .. imp·rovemerits·. _ · ·. . ,.; .. -{;;:,: · . ,, . ' . ,:, ;;>i: . .: ... ;i,'.:"_i'::< {;_:;:;:,,, .. ~:~'.:..):: :?: ~ .. };;.}<<'.'-::·/fi!\J)(.:/ · .2 ·.14 . DEBR;rs --·. All: prod\.fcH{s_·.:!.of._,\9J$e~·r'i-p,g:,-;,.-;;g'i:\i:l::il?:ihg·.,:,>demdl'1·:-·;·· t :,.' . tion.,. _contami,p.ated :.'so-1.l'.: ma;teJ;"i·a.J:f:: u,;i·sui tahle Jqf: ;;t·euse ·:. ·. -~ as compacted f.il~. :atrct/oi\ a-ny;::oth.¢:r.;,.ma_t~ria·l;,_iso ,\/:,:_.-_, ;~_.::( ', ·:: .. ·. _ designated py'. the·:· Gedt:echn:i:ca•l}Cons-ult:a:n:·;f.,,:fi ,~,~\'.;y_}i:;--.::.;\,\: ._:: '. : _ ··• _ .· :: .· ·. ·.;-·, ·.·,··.··: ·_ i : .. _2:;:, .. _-. '. (:i.i:-~· :·'.:··. ~~i)I,:;/:.~_:.,;r:,if,)i;.t~;-i.~{bJ//f:!.:t?iJ1tl?Jit? .'°'('} ::. ENGINEERING 9EQLOGlS.T: !'.--/ A: 'Ge_ol;og:1::~lt·~ho'ld-,1:·hg('ai 1taJ,:rd~t/; :: · :,· certif ica,te · of :·reg.i_i:;t,t.at;tori:: in:_ .. th'e __ .s·pe~la:lt.y, .. ,of ;;:· ;>· i/T·<:. Engineeri'ng: Geo~og:r~:::>::. :··::.:\::,\;i,,{)):~~:: '~._;:_~-.{)?ti;;~//\. 1 _{ ~ffii;~ttr::· ... ·. _ _- . 2. l6 .. ENGINEERED F!LL '• .'..;;.l. '·'A'.; 'li.l'.t'~o£°;:~hi'..ch:~·;;.H~:::Ge-otebh4ic~lt/.·:· _:. ; Consultc:J.·nt or. hil:>,, rep·res.entat,i ve ~·-· during' _grading ,:,.,has~_;,, . ·· · ·· ,,., :\ . · . ::c .. · ·· ... , . · . ,;_;.).;/;t·~;;~{tf 1:~lll)1]f 1~~1,~ ))1~1M~~~~J~f,~t~t1:~/:t< .·· '. / j • ;:?t : j :,, • '. \ :/> '. · : •. •;,,.,, · :\, ·· :::::,:kili;~\'t,:,;~~f 1~t~ii~i:{~\JJt/r· ', I~-·1 'L Standard '•Guidelines -: .. · ,,,,_ '.::, '. . ·. ;_ : ·-:· <,~-,: ,'-f')'!;·:,_;,;:,:; '--' ,·,{. •i".·,~t-1:t:·,· ;·page:'}:3-:;,\( v';''., · .. :, .::."' .• ' ... . ;~J. ·· .• :: ... 1 , fr:·, Gr~~~.~g' .. ; p~~·j:~:;,:;.:,; :)f il· f tl;f ]{~ J}:!~if11l~::;~t:::c:::,· ::~:}~i(~:i,: ;•·· .. h •: •: I '•,': J• made '.suff icieri.t';: tesh's, .. to•:·.eriabl'e :J1iin''.:'.tff~:cciti'cl:ud'e';';' ha.fl';'.·. ' C, ·.·; I• -!· . l '' ,'•i ' . J· t ,. ' . ~ .. "'!' ~, ' t,,,: '-: ! ,:) ,· i .. 181 I 21-~'ib:'f the fill has. be~n-pla&e'.ofi~ :_sti:B~tapiLti:f:.compliance\, ... '.'::· . with the _.recommendq.tio~sO:_'.(?f\:_f-he-:i:Geot-echfiJ.cal . . , . f;) ,/,; ·1 Consultant and the gover·riing. f;age'~cy ,/:+et;1:iui:"rerrient:s·: >,tt.';:··:. · . . .... -:: .-;,. .. : ".:.:_;.\,::it::-Li.-.:.:,}-i-~.);\::;;j~:~-; .:.::. :/,>,;l:J::;1~11·}_:/~.-.i EROS I ON . --The : wearing::· a-w9-y\,o:l;:/#h'ef ,:g1~(dtt-n·<if:,'.' 'surf ace·~'as·'~:. ·: · a' . i:'e S U1 t •·Of the' n'LOVeineil:t · ··of·tw.t:hd ;· ·.wa:te:r) \:and/OJ:' ..... i-.Ce < '. <., : I . _:,. : , ·. ·-'· ·: --: ·. ~ · ·:· .. ~': · '~)·,:; /.;-:,i5.' / .. : .. ::·tti\~:\i.,;. , · · ·.,:\· ~},.,:·, :·:-,·;t ~ :-:-· .: EXCAVATION· .;__:The; rriedhani-ca]'/remdvi.al~:'.:of;!.):fo'.rtn.:·· ma:'tlerl'.ais: . . . . . . . .. : .. · : .. ::. ;· .:::: :-'-h1)_,::,,./;1:;f;ri:··:':;·: ·:·:~>Jftt!-i({;i:.);:\:--~.tff::>j::1,s./rf::;:1.:\·/_· EXIST I NG : GRADE ,;..~-:'The¥ >g:i;-'~~nd·:;;/s u:,r:f'ade·:·$~~·rtf:fg.qr a:.t, 1,0 nf t:' ,"-: . : ... p~i~~-.,:~~. gr~d~n9~\--;,.:. : .:;i·:;·:·:_:j}flt~~-}~_(:~.J;~'/i}itiib~~;>::'._{.!,~,;:_,;_j;.\Jif?'t>.:··.;_.:·· . FI'LL .. _,:_: Any·:. geposf't's ,:(o_f..~:isolt~;t,ro·d1c;_f;sb:fl~r·oc'k{.:bl.i;:fid's <? ',.··. 1. ;, • or · other similar mate·r i:al°~ ':, pia:.ced--, bY:-.:;man;:;;;:, .. ,·,: . ::;-;:· :!-,,i .. t, Yt ii·:'-.. ·5 · . · ,·. ,., l•:· ., ... ,-,: :. , 1. ·,,: .... /;.::.,-.. ,~.(-·. ·,.-.\ ;,:;~·{f.,'.·>./ .. :.,_.,tii\>-::t;:;:,::,ttt.:~:J./t:);i~:;ff.Jii?~:j}\:.;.\· :-. :,. , •. , ' .. i · 2 .21· 1FINISff GRADt::·.··~=-/t'he--''gr:b'uridtsu·rf·a:c'e·i!.cd·n:f:1'gutation·!?:at·\f?.'· ,:·: ·:··· · ·. /' :i ·which time· t~·e.-_ :surf ~ce_. el:e.~~t-~~n~_;_',qo~F.6im,--:t:o: the,f '. :-/:··,_:: .. ~ _-:-; , ., ·.-:_··:I;,,::: 1. ap~~ 0 :retl ~p~a_n_~}::.i)·;; -~,:-\:t· .\,f~{}:l;;\)~L--Ji::;r?gi:)~:)~--.\;;::~;A:tt~i;;:;if\:f .. _ \;:_ 1f :·. 2-~·2·2· ·.GEOFABRIC---.-Any: .enginee·r·i-ng,:,:textile:\utf'.J:iz·ed·-, in\·-"'f!,\ .,·~) . l· ,,. ,j',' :} · ' geotechnical ·appl·j:cat:-1-o·ns: i·n61udi'ng sti-bgri;ide f' ':·,;'•\:~ ... stabilization .. and'· filtering-~ . ·_,.,, · ,;'·· ,t .,.. ·./·-' :/::/ _ _ . , _, .· . :_: · · ;c; .. ::-\1::,t·:,-: .... ·.;:t;)}-,'i>i::--'::;;~;tttKr.-·: _,-: ... ,)~;:t·~-~:'/t_fJr ,. , 2. 23 .. -GEOLOGIST·--· ·A·.-rep·reserit'ati ve,J;ofi>ittie(:·G~otechnical,.:·· :, .. : :. _- ' .. :; Consultant educated and t:ta.i:necl;·;£ri:.tm.e.1.f1eld .. of· ·,:.;;·;'._f; ::.-.:,:: .g~~ 10 ·gy • ·-:";!,:·:·:-:_.,._: :: ·.;_:;;::::!~:/; :~·::}::/·L:~);;tilMii1i::i;:~;i:trl1il:i:#-;·::·i·:\;.:~dJit~~;;iJ:-} / 1--· 2. 24. GEOTECHNICAL ·.CONSULTANT·: ... .:.._ .. :The1• -Geb:tec·h'ni'caL,:~i .:-.:{;';/.\.-;f~:: ... 1 Engineering ah·dj:ngi-nee·ii:ni Ge61otjy: ddnsult:irig'/i-f:hn\-: retained t.o . p~.ov:i<ie tech'rii.ca-l .. 'services .,'for the\ i: :, , , ::..'. ·project •. For. the· purpos·e. ·of ,.-these speCif-ica'tions-/)/;·· .... ·. obse~vattons by· the Geotecihh'icaL -t6nsu.l;.t-a-pt. include·\~<'.,. observationsi. by_ ,the':soil: ,Eng~.p-~er;,:; Geotechnical .-: :: .;:;~:r·;: ~- Engineer, Engine·erin,g_ :Geologi:st artc;i those-perfor'me'd\\:,. ·,_· by persons employed. by and responsible:, t·o· the .. ,·~:. · · ·· . < . ;,-Geotechnical_ :c,~?~~lft~~~-~/t::-:.:;>:~~~)~;~·Jj~:j·i,i,~:};:k:/;;/:,;~ ,!.~:;L~!lriJ{llit;:;:. ·_:'._., . GEOTECHNICAL ENGINEER··~-----.-.'A;'.':l'.f~·efn~lcC'.:c''iv'±'·.l;\Eng:friee~\who .\·' · applies scientific met.hods·~-:erigLAeeri:ng-~(p:tinciples · .. ,and· · professional experi.e'nce tO,'.;:t'h'eo acquisition·,-int'erpFe-- tatian and_ use of .knowfei;lge:· of.:,,mate·r,fal'i:(,:.of ;-the_:.,.<;;'.'-;· .. > . . . earth I S ,crust fo,r .the,·eV:a),tr~tiO'n pf ·eng·i.'freerJng\;I_-\\\/r1:-·i··_-·: _, problems. . Geotech'nical· Engine·eri'nf( enccimpasses ,:ii\any· · ... · -~ of the engineering as.p'ects: 6f -$oil ·mechanics, rock:·:.:-.. ·mechanics~--geology, 9'_eophy'sics, pydrology and ·,t:"elated sciences~-·: .. · _: .. : ,: _:,,_ ·., _--.. :/: ;·_:, ,\;:;,J .:.-~J]_~fi;~;~:;::~/{,_;::)/~:lti\·:;:: :Jt{;(;;~~~;j})~;:i_'.({' .. :2 ~ 2·6 :· GRADING --Ariy. opE:fr.atl:6-n.0··cohs:i::'st:ing. ·bf·'·1·excavati,on:--::::},·\t'.:-o;-;_. . .•. : ~ ·i i' t.; l , , , s~an~ar::_,G:i:~:l~~S i: · t)'. .... · . ·' ' : :jf l,},~(~iti~lt!iiJtt::}~itt f ~~i?:i······ ·<.· for. Grading Pro J~ct.s . . ... :· ., . , , ._.. ·,t•:,-.,,\?:•;_ .. ,,, , . ;.-: ..•. 1-,.,.-,·. . . .... !<,;, ... , .. ;··, ::w·:·.,,,· ;·,,. ·,i . ~---;, ' -:· . ·-.L . • ;{: ··· ··: 0. \: ; ... :::. /:J]!;ijji?i{:tft[ff :,]::Ji1t~';;;'·· ~.~t:; . .. ' ,t,. ! ,, ,. ·., ,,, !·' '\ -. ,!-·' '·. ,' :;L ,:• ,, , (. :. ; ' :, ! , ·: ·.{ ,,, , : ! illing Ot ,, 'cotnl:>1n'8:ition·~ ·;.t-h'e;te"6f(jand,t~~S·Spbia]i"ed:1<-~·. Ne:; t:::/ _'·,. ·;' '.' ·:. ··:·;rt'.'.;.·:: op~~ati~~~-;·;·-' · ... _: .·-,'.-~ .. _,~'..L:~i.-it-f~:-/t~}tt~~tj:}P;;fi~1 . ;~iiLi(d-_/{}il': f~;:i)~_:j.~:·· .. ,.·. 2 ;'27: ·.LANDSLIDE :oE~R:t:s·",_...i;._'11at~i·f~a~;:,;{geri~,t~'.· ·,. ·:·J>~tp'-ti1s'..(a, ,~;,Sf\!rt;J,_ .. \ • < ~" .'' 'I'• • , f, {{;"-~,f,' t' '• j~ ,,_ '"l'• ~ ,., •_i_~-. ,, "'~, ( · ;Low _.densi 1:Y ,: :prod:uced'>..f't:o~:.:lI'n:$.;t;aifutl·ityJ9f\,,·natural.\of·::;:i:i; . , : ·., ma~. ~m~~e: ·;~~op~-~.:-·\:~:_/\ ·f _·;,:;::)}~l¥i·,·11--~ ·;-~i ~ 1 :·\~\t~:t)i\:f 1:!~rf f}tJ <tL iiJ 1~i};ir· t: ::\_: ·.:· -· : . MAXIMUM ·DENSIT~!' ,--S:t'.an<;l'a:rd(;·:,... . . . ·.'.q~:'Y~r:-1:'$'st(~fdr.;·;.::::;)''i' .-: .·. , .. · . maximum. dry up'it 'we1ght. ,:. ::ufil"ets,s··.,6thEfr:~is~--·speci'f'fed/; ' the maximum 'dry. \1nit,.,.,weighti.,sh~il;:,oe·i;:a$t.erinined·1·fn' .... · · · accordance with. ASTM 'Method:'.:'of·-Test. t:,;<1·.ss7-78. · ·. .,;'.:'• . ~::.:·r1 :, , · .. ·,:···',~·> \,~·,..--t·.~'.i~.~-,:·~~~-~-~~-,\_:}~:;}-f:.;~~~-~~.·'. : ... ;~~-~-:-:::)f/ .. ~.::·:~:: 2·~ 29 _· oPir:tMoM Mor·sToREi ·:-~~:,:•t"es1t::.:inb1i~iiftei :~c6'..ir111i:n.f; .. _~a'.t:; tii~;;; /'{i;'. -:· .. , , ,,· .·. :-max~~urn ;::dens;i_~Y:f,:":( {j.:{'.;\!,{\;~JI~;~tii:i~\;f;~})5fi~;{:t~{<)/;/:j~;;}J2Dif: ~ :~_,;::·.\ · . 2 .-30 •' RELATIVE COMP'ACTI'ON. ,;:.,.,:.,·,The·~,a-e·g:reef,; __ Qf:, t.c'ompactic:ffr.\j=':"-if..-,;:,:~·;<"· .. ''• ·: I· ( expressed -as· :a :'p~~Ce°Ii:h'.aci:~--)\'. :of:-d'r~, .ttft'it·~·;weight i:({f:i•1i£:JJ? \:.' .. t :;,. , . material·· as. dornpa~ed<'~o: the.~/nxa·>,dtm.jm::id.:i-:vll',un_i t.:we1'i-g.ht..r6:f-:,,.,, .· -,~i:)>: ::'._(i ;·; · .:t~~. ~~t.er~a:I'~·_f ·:;:·> ..:-~:,-. ,;:\: ':i-·::.~~.::i'.~;;;H\t/{:\./~~l[~·~~~~~~}i '·:1 Jf}:::h~~{}t:.>I\/~ ·· ;"-~ ,· 2. 31 :',ROUGH· GRADE.-~ :,The>.grountl: su·r·fac·e· ·'conf"i'guration · ·a,,e::.,:::\~ .', > ,1 - ',A .' : . whiqh .time tbe·°:~~t,f'ace'. eley;a:it,'ions~,-appro~i,mately-t,-· .. .tt}J -~ '.,., . ,. .-1 • ;,conform to the:approved' ·plan.·· · .-~i1\ .. -:.-./.:., .. , · · .. ·:·\-::··'"::.· .• '°.-., ; ,• ,. ;,;; · . ., ;'.-, _: :: _''.. :''!, ;:;':, ,·, · . .;... ·. ,. -/. ; ..... ·._ : .. ,}}:·.\·"i_:'.i:::::,: .. t>. ff,x~;'.:,~}{;;)b;;tt~-1;~rii(-)';,:\::tt.~;:~1;.t{;~,. :: ;:bf/-_;-' : ' ' ' ;.. "2., 32 1' ·,SITE~.,. ... .-The:·· pa]fticular;--:pt(rc·el(fb-;f;?,;Ji:a'na~}'.~:ti:~#etgr~d,l}ng'.th;,: ._ · !. ' · ::.{!\ ·.\ [. be i-~_g:· ·per f orme~-.• \ ·:_ ;"-'. ~.~/ . ~ {\}:t\tr"~~~~t:ll1.3i}~if \1)~i/Jlt·i?J~;f :~:~ iJ{,/:.:; _:~;:: .· , .. · _, :~1 ·~ .j ,., i I .. ; -~ ,., I I I' ,, -' '(,_ .. ' .. ' ... '"', .. ~ _-33-· SHEl\R KEY, ---Simi-lar .-t'o ;but·-t;r:e-s·s.\J/:how'EfV;e·~-,.;: i't. i:i::s:::~t::t./·· 1 generally donstru.cted. by_ -~.xc·ava'tii'.tig a~.-:'slot· :with·ih.;.,;a-<::· natural slope. in order: to·'._.!siabifi·ze., -tfre ,,uppet. portidn of .the slope wi'thout gti;'!,ding .:e·ncrog,ching·: -into t;he., . · 1o~e-r portion :~f··· ~~h.~~:,~l·o1~t·:·;/it:. \,;:<~;_;:;;;f<f;ii:::tk:·. /::;f;}-Z(t\:/\· --~. ;2 .>34 SLOPE -~-Is ari' inq:I-irted: grduzrd·· su,ffifcef'bh,e''-steepness('.'.· .. of which is g~n~E:fr?,il-Y ,: ~j;>ecified, .. ~s:1.,a;. ·ratio :·of:_.·hor'izo~-tal: vertical· c e ·?-.'~ J'·.~ ::~\\~<~_,..i., :j· /\:.~~H(;::~j:.,/:~jt~li~ttj~i~iir~.i\;1t::~:s:·t~~½~:<~;::''~?~ --· SLOPE· WASH --: SoiL:and/o-r·,:··rockl'.-"ma~t~e:t1al':.:"t'ifat;:·.,has:.'be·e·n·1.:::, ... · .. . ' tr ans ported down;' ;.a ·-.:sJbp~·/b.y·.::'ma;~s/!wa:s:ti:ri'~:_'.:] ass·fist:ea'.:: by:,. '. ... ·•·•, ' · ..• ,:i;-unoff. water· not; confJ'nEid, .. .;•,bY: ,ch~nnel's>.:ca;rso .-see.·, ·c;:bll'i.iy1.um) •· · .. · : ,· ·.·. : ·,',.,·.{,;'..-,_':\:· ;;,\,_:;;:.,1·!;?,;·~;-F~,J:\:\f:;-<·i. ,~/-f-.;t~~-,· .. :::,:/\.,~?~:;,;·:':>'-~_:,,,:·:::, .. : ·i: .. SOIL ~--N~t1,1r,~ll:~f. :o·qcl:lr:r·.tJ~9"t·~et5<?s.3,_t;s.,~o'f:·:.{Sand:,-.'::~s·1sit:,;;·!;r ~( · '','i'. · 1 t' ' . .l '''b' ·' t'' ·-····,'th'. \ .. ,,f .. ,·., ···f; ... ·. ·i' :i' ·, .. ~ ... ,.,., _ .. _ . C ay;· e c.·,. or.: COffi' in,a: -·i.0ns l' · ·ereo .:·.'Jr:2?.;:r-,-,,,., .. ,'.:;a:',~">:'<',;{;, /;; ,.:, ..... ' .. ~.-. ·,.' ,:_,:. ·:.i,, ·-}_-,,., ·. ·;, ·?·,;···:(·,:~·.,· ,::;:-, .>_:, .. ~,--.,;_i:1'fJ%i~~i}} ;~::::'.)--~~'.;i.;f'{:lfrl{·:·:::,::::.~:~.:: . '.' '2'.·37 · .SOIL _ENGINE'ER';<~.;;..:::,t_i¢ep-~ed,} tbft,1~~:Efigii'f~erJt\~~I.Yer.i'eµci$'d/:·.·~ .-'_'.~,: _;_,· in soil m~qhan:fc~: :r:~J:s6' :se,e _ G~<>·t:'echhi.c:ci}).jEngineerJi.~_-}t:,..-.:~ ::.:_.:.· . , -: ,. t /. ,.. • ... , :.~.-1.;, .;. : .. , .• _·. •• ~, :~. , .• : · • _. :-. t-. _: ,...~ .. ·":::, ., : \ ~ ~ ~:: f·<-.(~:_,::-1:~; ... : . · ..... ,:(1. ··; • ~ ~ ~-;;·;.-::.::r~;:: .. {; \', .;::~. :~ -:,~\ .'J ', ',. 2'~·38 > < STABILIZATI-ON 'F:t:tt>,.:. ...... A"1fi1"',i\im~S§\ 1''.'tl:iii::;:c:'cirff igtir'a,t'i6r{/; :;·'\':-; . . of which is. typtca],ly relat_ea,-_ t6 '. slope::}1eight and:'.±'$-:;_.:··. ' ,:,· ! L· . ; '.~ fl- • J. I i • . t ·I . j I ~· ~-,. 1 _-1,:, ·, q,:: , 1· ·;. \; --f ( •t .t ·'. :, ·,specified _ _:by\the··~is,tan_a·i.eifs:/oi<.,plictt~~l::;. ri{~riita•-c.· 'f}_--_.. :.:·-,. '' -< I ~ , , , ,_< r • , , ~ C , • r-, .\ I ,. the stability of< loca1:1y )idv_efs·e:~-:,fo·n~-;i;t:Ji,oris •.. :·. ·A"., :i.·i,,::· '.\:, · stabilizatidn. fill :.i.s -.:n'<~rrna,Ej.y ·· spe·c,i_f_i'ed ., by· mini}tiumr:~:_, , ,: . . key width. and depth and-: ·qy . ni~id~rmim.-.-oa·ckdut ang.le-. '. _.A'>.· ' stabilization.' f.ill-may: i:fr. -,-11:ia;y )1ot' have:_'.cf hackdr-ai·nage Li_ ,, ·• ,,, ,··.,... system speci.fi'ed. -.. : ·:· \'. · · ; ( i>A,-.:-_ .. ,:_; .. ,·.:, ... '1:-\./·, .. , ... ,. 1 •• _;, .•••• :: \.,I' ·,.f;· :>-• ·,:.ti·.:/';>·:·.. , ' ' ,, ' • : ·:: .... ,::;:'(/l/::~\):~{',::,~f{~:;;-;ti/)t}n\:;jf',_'); 1°},'.lf::,t:>~)f/);:;:~},,::_· ... •,•', :·.' ,,.',! 1 _. :: : 'i: 2-~,39 ; SUBDRAIN !---:Gefnera,l•l.y:,Ji<·p);p~ifj{arid;·~gri~~ . ,, :t'fs-,iitit1:a:r\Yi: .. -'t·· _' .. 1, ,• ,, . ,. ,, ; ;' . ',_: ·iclrainage·'system·'.placed, ·_be,rie~,th/a·:/fflJf)~i"i1'·:.,1:l'ie,:a1'fgnifi~'nt .... : t t '~ f f ai • , ,, -~ ,• '~1h ,£,, . ~~ ,4,' ~i,._ .; • I · 1 • , . :: . ; . . o canyons_ or. orrne:r:. ,ri:l~'~age .;9 ~n-n.e;1:'~-.,~f, ,._.,. ;·:-:: -,-}.;<. ~:. · · .:' ., : ' . . . :--: · · r '.'i.-'·.:, · l:.-: · ,. · .. · · ... : · :. · ._ •. \' '. ·,!, ::,'.'/.,:·.-.>Gt\~-.;' <.::.,:.:::(t: .. i~}f,;}{i:-<.:r,::,:,; 0~·1,,: .. ::~~1:~ < : · · .. : . ·, \. '2'. 4 0_~: SLOUGH -.;__,: Loose,;· ncmc9mp~ct~·?)~'f::i"~l':(m1i'.-q'~-if£-a;l;/g~her~;t:~d., :; -.:· . 'J,' f• • { d O , d• I -•t*'• . "'',+,· •,/.½ .. -' ,' ' • .t:1,(l • •,ii,, •, I '~, 1, ,• , ,· ... , uring· g·ra ing opera ions·.~-:-; :-'.·"·,,·:,,-;t;t:,•<r, .. -i~~J,._ ... ,.{. :.·I,:.-:,:,:,._. ':· -f-i:'.·1 . :.: .. _:_. .• --·::· · -.~ .• _--.. :· •• ...:.:~-.:~:--·<· :/,: .... :'.·)t·:1.:~{:~?}HtitfJ:f~J~~r:~t/:tt)-_::µ~}\~J:Jt'.·:.;:· . , ' i •• • 1 · 2 ,;41 TAitINGS ·:-.., .. _:Nonengrnee·r~~,1,f:':l':li.,twnicn;:a-ccurnul:ai-1;.eJRt'·on·,:--•or··. ·, · !_: ,~ :'.::'; '' 'adjacent '.1:o ,equi~m~n~t:~f:-~-~~:~!-'.'.'.(~~t{~!~i;~};;:;;[F~~~;~~:::)"/'. ' .•. 2. 42 · .TERRACE :....;.. ,ReHati-vely :-level:·fsil:ep-' ·cohs:eru·cted,·.i-nc ;the,;1~·0 .: -''. ••• ;. ,I;· ,c . ,, I•,,: ,i I ,·· I ., \ ' ;If. ' ' ' l ! ·, • ',j --~ -, ' . ' ' I,: •• l I. ·. f ,. . . . face. of gr:~ded: islbpe is-u.~'fic~-:· fortdr'airi.'age·. co'i:it-rd.i.'.'.a:nd'.-1::. , :i· : il, . main~ena;n_~~ ;:.~~-r:~~se:~S:t;·\:/,/:hFii:/ii1t:\_~:':)}fti)'./,~.i-,,;_i_j~~_;:S;i\i~\i;-~;-~'.'.':i:., .. /:· ··:l:. .·:12.-~ 4'3 ·ToPSOIµ ----The/;pr~·su~ahiy :.:e~-r~"it:<3;?uppet'?zone·;:':of:·~··so11:r .. _; ·, ,::· · which -is usualiy .'darker: .±ii. color; and·;1o6'Se-. ~--,,--.:i,. ,. ~-k: ': ', ' '. : j· , , · · · . ·: '. : , '., '/.!,.>(;,;_-_-/,; .. \.;:/~±;;,(_ {.;,:·:\ _c • :: ,~:~~_:;,,;:~;,'::i,<:,;: ·;:):;{\iJ~~: ::.f-,;;::}: ·. '.;· ~ · 2 ~ 44 WINDROW ---. A st·ring·:· ofLiarge\ir·ock'.:::-bi;i:tJe6:·.''. with.i-n\::;;t.\;::r~, .: . ~ngineered. fill, in -a¢cq'.rdail¢'e/:with· gµfdelines--·_:s·et!·>r :_·· . .-... , r _f.orth by the·. G~otech.nicali Ci:>n;~.tl:lt.'a:nt..!-i, .. ,,i:,... (·,: _ _.,.: ::<jf\:·.·, . ·_.-·:.:. .. · .:'. :· -:., \ .. ;.:_:-:.:-, .. ~ t:..t.-:::·_;;;~-;;:__b;::,._::.:,·:A.;_:{;St.;_"· .... ;'}?/:S:trt::,::·.·;;.··. · 'OBLIGATIONS OF 'PARTIES .. '' ... .-.. ····· ·:r-· , .• · -'~":,,,,:-! · -·:·i,~>;;~-i\,,:-.,,:• •. :, .,;·.·\--V)-~t.f; ' ·:--· · · · · . . , .. · · .. . . :t 1 -' <·:·.: t:~~ :}).\~ :.~:·:' }{){f/i\ilJ\~ti.t !~\i1;~f ;:'~f ft\:':· : ;' -~. . 3 .'i The Geotech.niqal. ·:cotis·u.It.a:h,t:~!§b'ould\ptovid~s~dbse·t'vat-ion··.' .. and ··testing Seryi.ce~ .. atiq: .. iboulct maJce,;·eva:1u·at:ions\in· .. order to ad,vise .'the c1ierit; ,on:-:geo:t~dfo.i.ca:1 .. matter's /i. .·, The Geotechnicai ·, Consu'itci,it ; . .s~ou1d_-r_epdri. ·l'lis\'.:fl·ndi~ngs· .... · and recornrnendat'ions., t9 ·the· C_lient or .,his:'. ,authorized,: .i: . .'.:'..:~;:. · .. re_p~e.se·ptat:i;e_.·::::/~~.\;:::';.:·_:__·:::~_~:-?A-~~-:·:~:-::~~-~~:il:~:;:::~ti;~t;;::r~::i~l~:i~'·~:>.:.::::~~-:.~:.:-::i~r~:<~~:,/:i,:-· . 3 2 · Th c1 · t · 'h"" 1·1d· b" · h··-· 'f1·· ··l-" • · · · · •.•.•• ,b.,.-,. '.&: --· 1·1· 1 ... , • ·-," · · . • · e ien . s ou · ,:· EL_:c ie > y:,:~espons~-: ':L:e:·',·;1..or,;•a -:,:,:.' :/'-: .rf . . . · aspects of <the·. project .:_./·He:;·or1· his,.,a\it_ho'r!i:zed:·::·. :;.r~-: _ _;1;:-:···: ~' i 'J . ' -• • ' ' l ' ,.. • • _, ' • ' ' ... ' ,,.. ' j ' • i ~ representative ;ha,s .. the,-.. r'esp:d:nsiibi-lity_ ,,-of:..;.revi:ewing· ·::-· the f i ndi ng,s :and .;r~t:o.mm~·nd-a 't;:ionp <..'of ~p:e:·,;Geotechhi cal Consultant. · He. :'sha.1.1 author-ize··-o·r ·cau·s'e:::.to have· · ·, ·r. · authorized th:e; Contradtor and/or>: o'the'r.:.iddnsultant'~'.:;.:'.ti:o· .. perf ori:n work _anc;l/oF':1:p,r:ovide: :,-s:e-i:·v;lces' ~~_J!n0,ring, '.gr-adfng' l ·.: :. -the Client· or his .autho:riz-edt:·.{rep~reSe'i:J.7-fat;i've·-.should· , : · <·, : remain on-s'i t~ ,or ,·~-1-\¢1.l.ld'.,._r::einai.h-.;:;re"a:~:o'rfal;-1.y· ab·ces1s ible ·-.-.,---:--·:· :·to all concer·ne_d ;p'a'rt.ie~. in:_ ·ord~,t,·;,:to;/rrtaike,:dec~,s.i.ons-:, .. , ,~. necessary .to. rnai·ntairi·: the'.--:f.1.ow-, .of ·:;th~ ,:p~oJect·.:, ..• ,, '. ',>; <;' ;·.-- ,' .. ···:,<;:):::.\ ' ,, l :·,":,, ' : ~' '.1· :_ l•\, , : ~·' : ;::--~','J .. :. ' .... ,.: , . ' •• l .; ' ., ' . ~, ~ . ' . 'I' ,i '' i' ~.: 1 · • . · \>; · .. •. : . ·. .• : . ? . : ;, . i : \ ' . . : .. ;2}::_:tJt~!{t\ij\~111):;:{t:t j_:[%iG;::{ .,: · f. ·· Standard· Guidelines ·,. ; . ·, ·1, ··'" .. -.,.-,·,)1'' .. ,.-':·:.-,. . .,.,,.:,·•:,'""".,, . .,,1.-1--,Page,-··6·-·., ... ·.' · .. ,._ . . 1 { . .-. ·• ----,, .... t'j. j :.f •. ¥¥~)·~.;.t.1.;,·;'~;_.~~::~\. t-~.':,-rr:_: ... ·: . .f::~~.: ..... , :.~--··~,..,.:"·,J-· ... '·?.:·:--i: · · . , for Grading Pro 3ects·-·' ... ' .· ;., , · ·:-.~ .. : : :, t, , ·'·ti:: ;-,.-.,: :'.;,·;:-:j~,;-.. ~.;:. ,; , :, . .;1-;'e,'.".'-·· :·.,.~-~ <, ,.:;. ,.·.-. · .; s / : · .. _ : ·. · ,-.·• , : . : · .. · . . . . . >. 1 ·:JJl: :L'.:tt)M,~s~ti~~{W~I"1 "'' i··::~-~-~~·:_:·'~"l~i ; ; :: · • • ,. ·: 1 • • 3 .'3: l · The Con'tradtor< snpuld :'be(\relsp"clfnisi-bleft . :{the'fs'a':iMl;{or: "i ,j ,. ,' ,. ' , "the. project and 'satfsd::ac,tibry:,:,;com~:1etJ:on/):>:i; ,a~l: g,r·ad'ing:'_:·; I ' :, . and_ other-associated. ope~a,t~ion,s·. on-:cons-t.rl.;lc:tio-n ·. ,, , .... ' '.projects,. including .. :bu-t, not,.{.;l.i:mt·ted,'.to ''.:_:,earthwotk ';' i'.r(;'' ·' accordance with the' project.'._'..pl,ans, ,spe·cff ications)_i:and. controlling ag-ency, -reqti'ir~ri\~rits ~ '. :puring(_-grading, i;:the .' . , ;contractor or his. ,author-i$edi :r.ej;,r,esen-t.a:l::ive should ,· : i,' : remain on-.si.te. : Ovefni_ght.,1a·:Od.,on ;d·4ys';,off, the_ .. ,;,:. , . : ,, , ',, ·. , Contractor should remain. ,acces's;i.bl.e •. ,,,,ii,~.),,, .. . ... -. :-·:·, .;·; :!·> '· :-. :, ':, :•, .\:·,;, ·,.. ·. · '. :: : ,,'.: '; ~ ::.\,: ';','t.···,.· .. , .. :-. .-~'.i{j,f\1:;,1:;>,.-~:--:i-,,1f.(,:;}q{\:'.·,:··:. ,. . 4 ' j. SITE 'PREPARATION .. ' . '. ,,,.;•:.•,··.,,· .. ,., ... , .. , .· .. ;; ... ,,,,,t :w,.--·,(l,,,;,,/•l .. ,:r .. ,·,,·.,:·,, ,, r. ·. · .. <.-... i. . . . . . -~·. __ • ..... _:. ;: __ -~--'. .. _,:~< :;~/\::tt:\\::l):.:}·~·-:. ~)~i~!S{f{)\0:ti{::/ ... -.: :., : '4 .1 The·. Client·, pri'or.:. to·.:·an'.{/si't'e'.':'.pr,epar['t:· >ci-i-(:·or.:-,grading, '· : : .should arrange and at.t'ericf:: a:: meeting . .'among·, the .. :Grading· . Contractor, ._-the· Desig:i1. Ehcjineer.,· .. the:·Geot~chnical_,. ·.: _ - •• l ''1 ,: . :· . Consultant/. representatives. of:-the ,aj,:,propr~ate :-_:;,.<t~· ·-:·. ", · · governing aµtl:iori t,i.es _a~r:,we11 as,-any:,,other conce·r,ned-·,_, i, ·' . · part,i.es· •. ·,. All pa,rties;. should;J:~e g.i veif ::a:ti::·.l.east~.-:, ., ; / :_;;:", -; __ :.,:.' ; i , , ... : , , . · · .: . J , ~t : . ; ::2:::; • ::t::tJJ~~); 1~;~1t)\~~~i~~~,~~~ Ji!1if fa:fo; ,· .. · .. .. ,, vegetation sucn. as. bru-$h-,;·, -.g:+:a-ss ,;1 wooqs .. ,,,,,-stumps-, trees,·· . ·, • -1 l ,,~ I , ·. j: I ,j : roots of trees<a:ncF othe·rwl'se.',deleterio·ti$';· na·turai/ .. _, . ·. ' ·. materials from: the·;-_ a:i;~ct's· t9 .. oe _gtaded.~-.:~JClearin·g;_~:-and ~--' grubbing should~ exte-rid,,.to •", the .:-outs.ide.),f'., all proposed ' ' i De~c_a:vl_ ~tt ~ ~~: ah~d'.: _lf'.di{ t<~,1~-~-d~'.:if ;\·;1;~;:1:1a?~1~;t;i·ff!!(~;bef~~f ;,~f 0d:,::: ~;: \tf .:·;;~~.'.~~:~.r~:::~i:\:,·:::~-~·:,\ ;. :; ::. : : :· _: · · 4 • 3 : emo i ion,· s ou ·';·:1.nc -.u· ·e:,·remo;v-a:-'::;·o .·,!,t -u:·.1:~"--'i·ngs-,,·:-:·:.·'.,--~,_._._.. ~-, -:_. , , · ·... · • ' ,j,, ' > • • '' ., $' ~ "_, l • !•;f' ~· , ·~--. •./· t .... ~ -• t structures, foundati9ps f.,<,fes.~-zj1voJti:(/.:\ijt1fli ties·)tfncludfng . undergro~nd ,pipel-iheS:; S~pti.c<tankS·;'.(fleaCh fields.,.·>.· .. seepage pi tf:? , ·d:t s.tern·s , ''.mi'1:1,i·ng. shqf t§ , .tunnels,:. :etc·. )· and other man,..:.made-· s-urf~ce _ .and ;-,subsUl;'.face: ·.,improvements · . ,from the ·ar.eas to.:.be.:grad·ed,.,-,:Dernol:i-:f;.·'i·on: bf: ut:ilities .·(-.' : 'shoutd includ~ ·proper'-cappi',riij{and/or,;i.-i'ef;-'routirig, .. pipe-.:_;;:·~:r'.-'' ,l. lipes p.t the pro je_¢t:-perixne-1=:e·i:: -~nd c:-titoff' and ::capping r<, 'i· ' .of wells in. accoidartce with ·::_th'e~· reqtiirerci~nts, 6f -the ,:_ :;,:· ., · '). t' ·•' t ' ... :, 4.4· 'I j) \, ' ~ ' ' i ' '~ ~ ~ . , " -{ ! "!..; i. . / ' ' ~ ~, •: -'.·:, , q ,.:, I -,' ,' governing authq·titi'es ,.and, ~he--~-recomnierid'at.ions, of. tha'.-·:_ a.\:-;' · Geotec;hnical Co~sult~pt,,~a~, Jh.~;3~-\~;me->~f.:,1,,demo~i.~·i?,\· ;)ir·/:,·;/ )· . ' .. . . \ ' . ~ ' .. ;, ._.> . .-..;~} l i_, ·, ' :-::~~,~,1'-. ~:~:,~::.;, -~(/,r: ~:,'?;"_<< ', "·~·2: ,! /.1-:~:: : .. t;•\r"_,: "::,,/;;::rj :-):t: u~ \ 7,;,·,~,r~ ,:::. :,,~ .. " ',· ' Tree·s , .. pla-nts _ o·r. ·_roa,fr.;:;m~¢1Ei_\.itit(t#;:bvemeifqifi,f.ap·t:::j;>.'Da~foEfd!J:ci '. i,,·_._ :;-· · be. removed,. or': _dem0lis·nea,:-)sih6uia:.-!.be.··pr-01Bec::t.ed :bY /th'e'·.', :-·~: : . I -' ~ • I I • ) , ·~. t • I • t ~ ,! ' t-,• • ' ~ '• Contractor· from .damage· o,r,.-·1·njtrr-y. ii:··.:.; ··:-'r,.:~,,: _·.·: :-'···-·. ·.t:,,-,,,,:,~t_..:;:, ... .,. t ··. , · ... :. ,;.· ,_:·:-.· .. r--1 :-:.~>i-:.:t~n,,-\t ... +\;3,~::t·;i\if;1~ti'.·:":-:_}t;::;>\kri:~!;i>~:-Nt:· .. : Debr-i s·-generated. -Jiu"rn1g .--·cle'a?r~1.ng·i·· gr:iioB'tng/l..ahcl7 or,f~\\ ,::: :_-· '.· _ .. , . · dempli tion oper,at;.ions: $rj,o.uld>,be _.wJ'sted'{f,t~om', a1reas.} ·to-'·:'.:··: . be graqed a·nd dispo·s¢d off ,.,.site~-, · Clea:i,:i;.ng ,', g.rubb,{rig' ' :'.-· · 'an.d demolition oper:a.t~ons .'should"ibe p~r'<formed ·:under., .. •, the observation 'of ' toe Geot~chAit:al. CdQS,ul tant .• ' -: \\ . ·" :,-:,, , I · .. Li:· ··:1-•··• 1 • • •. •.· • :.·i1 •): ·:.. ..•.• ..• • ..• :· ·/ :.} -~· •. · •• _·· '. .·. · •. ; ·!.;·~ :··: ••...... •· -~ '.,; f:f; f :j~t+~~~~~~~~t~;~6~~t~f ~:~;:~;;;>': .· · · Standard ·Guidelines·. · ,, ·'',,. ·,, ::,·-·,, ,:··.-~----1-\,~n-,,,.·•:·;·:· 1-"'-.,,-,,.·.°"J · Pag,~;r71,}-··P::-,--··, .. .,_' .... . •· •· · ... ' > .., . -... ,. ··1 •t·;·;\.·.,:~/LJ::·;:;::·~-:\~·;):-/,1 .... -'~.,t·;·~;J~,_:_-1.· · : -·Y'.:--.... ··'-·~:4:.~-.•• i· :~ • , .... ,-· ·for Grading ProJects· ··. 'cr•' ; •• •·• ... , .. ··,.,., .. ___ ., ••• ,,, , .... , .. ,.,;,,,h,,<i·~,,,"/L,J,·-~· . ' • 1 ,; ••• : : : ' • :. ,:, , ' I\ ;> :) : :1 ::J/., 3{i'ti~ !!1f &;ii/ :):i~1i 1::;;;}\i;tf;' ,. .. , 4 .-6 . , ·_'.I'he c±ien't:' or· Coritrab.£-or· :~s-Bcfi'.:rta·n,se:;gfrt':t~tWet!'·r"~·gf .. ;;:;a~-?·.' , .·. approvals :from: tne".con-t:r:oiJJJtg.)futh:6t1J..ies:·.:,:for the\<'.,'.. . ,. ', project' prior, dur i_ng. :and/o:r<alte:t_., 4~m6'i_;it'ion; ·,site/:':. -·;, ' preparation and r·emo•it~lsO,·°'etq ;i;~: .. TI.i·e ,/i·ppr'op:r:iate_ .. ·,· .. :-,f, :b'. -· .. I ,, :. l ' .•• I l • . approvals·, sI1ould· .be. ·.obt:C!:l,i:rieq.'. .·pflqr,;' .. eo ,' p~·oc~edinci','~wi'tli.; t, 1r· A.:~· t 1· ; -_,t··,· g,rading· o·p·erati·o· nsA :-< ·. ·. ~~'~/ · ··:t~-:-..-~i····t,: ~· ·\(~,,::,.-,:, ·--!',\,/i;::-i:,_:·:1·>~·::/~·;\-, ,,,., ·. ,' ' .. · . .. • ... ,., • ....... :. ': .. ,,. ,Jr .. ,..-".. h«o:,,,,,,, .. __ .,.,1-,-",'·-·;·-.. 'z,.·-,:,.-, •.• · ,.l ;f,'._·r ·}\\\'::/;·,;'./;:::; .. ;))'. '· .··. : ·, , ·; '..,, ·. , .'' ··::\.;-':·/l\f/}I::[!-t:~t,:" ~ , ... ·\Xi;',\jk2!;f[~Jt·}t7.rtt;(i;!// j·',1,1 •:i:S-~:,,:·t--Sl:TE· PROTECTION,·,· .. · , .. '.,··i\.;'::-::-_t.,,;i.(,,.:,_:~,4~··«.-,-/1~J-·,~::.:fa,1-"11"· .. ,.··.,. '{,f>· · .. :: ;~_-·,·.: ·,-y ,.-.;_,}f . ; .:~-·. ·· .. ·.; ~.:i· ·· .. --::::,_ ,/f'J;~;.t{L),r?(':~tttl~)i~:{Jft};;, }Jiff~_:f1~ .sz .. ,i~:;~?:.>:'.-/ · : • • : 1 , '. \ •• <" .·, ·s· ~--1 ,· '· 1Protectiort c,f/.ttie·:s·fte1 ·~:ctur':f::h-g''t·th~,:--p"'~ .. · ·. ?.:.,~c,f:;/g\i~ · .·:~~'?:'·:::·;, ·;, /_' ' l l , . s ,, ;. l•l•• ' ,• ~1, .,:_.:_.-' ... , ---.... ;:., -I I < ;' • ',.:,: • •• should be, the,· .. respo'n~io-f~:i/tyi;}Of°\}:he\s'otft:/ac,f.or{~,i;::,:.j:t • ,, ! .; - .:. ,, . ,1 ,. . ' .,; . I· ' '•:' . "'J.' ... , Unless. qther provisions .. ,'.ar.:e:·_;ina,d~ in:}itt.it:i:ng and.• ag;teed upon. among _the conce~nec;l,._,J:)a:tit::i~s:;:_,~9mple'.tion._of_>a·.-:, · .. portion ·of._ the· project. ·$h6uld: .'imt.',be·:\:con·sJdered:, to.;.,~,_:!·· preclude that -portion,· or )adj'.a-cent~··areas ·,_from. th,e __ :··,i.5~:\,i..\> ,,·, ., requirements. Jo~ .site __ p.rotectJon'J1nt.i-l :stich time/a:s;'.'-'.). ·· ·; the. entire. project. is·_ comp.J,e:~e.:_as'.._id~n\if ied ._by _2t'l'lef1t;,'.: ,i. ·:: :'- Geot~chnica.1 · Cons·ulta.pt, :tne•. Cl.ient •and'.,i.:t:he reguJ:atLng ... :,;, age~~i.es-~:·,-._;i·_;\:·;,.'.·.;:'..:i:·::::;·(;:-i.(-\j~~\~;-:{t;ti\~;b{:!~1'.}~~J~l'.$.·\:::i?t;:i}/;}i;}~-;¾i;f\}\{t\ The·· Con·tracto·r. ·shou'ld':·o~'~,refspd'r{s:f:bftf'.l:letr!~;:'the::·st··aBi'·l'.i'.t'y/'·.:.:.-·: • I' ' ' -• ',•, . . :)' . I > , , ,, ' ·,::~ ~.' -~: ~ :2· :' :- '., ' ' ' of· .all tempora,t.y excavgtJons,. :· .,. Re:comttfend:a.tions. by, the Geotechnical .consultan'.t<pertai:nfng . .to>temporary :exca-: · vations Ce. g.; back:cutsf:. are .. rn'~de .. i.n ·iconsideratioh. -of··. Stab1i li ty Of , ,t;h~ Ct>inp.J:,et~d :·_pjo,jec;tL a.n4 ;,.,:theref.ore ,., : .i_. ,, '. should not be considered ~.t;oi \p~'e.pl,~u~e.;>tll'e.':;.re·spon-:_.<}. \'. --\ ; . . -·· sibili ties. of the CQnt:ta:ct6~-~ i:{ R~'coinrtlend:ations )>Y:(,thei · : : . . Geotechnical Cons-1,iltant_. shqtrl'd'irio:t,--be, ,cc,nsider~d )fo., ... ,;. i ' ... f .-_,:.:· preclude·.more _rest<rict:i·ve;_,;t.~{9'.,u.~r'en{efoJ:;·~·:J~Y,. the,._-~~:_//.~ .. :,:, . .-:·.:':, ... . ; :·. : · · ,.; < :: _·\?ti."·~-: ::~e:-~1 ~~-in~:-, :~1~c_i:.~-~,\_.:·}l,~t;~~\f\Yf~lft;,t)tlif.fri}~/J.:iilt~lfit~i+::.-·;_. . ,,., : :5.3 . 1-Precautio·ns· sliould ·'be_ 'ti;ik$·rlt'd~r:i.-ng-~\tlie·fp¢r,fbrrrtanbe:;'c;:,f· .. ·. • '-1 ' l l.,.:,: I ,:!,j: !'t .-i ' r-:, ·1 : ' ,. -· ; ! 1 \: • I 1· site clear;ing, excavat.i,.ons ~nd_.:'.graq'ing.'~tb/-protect,,··the-·.···· ·:: ,. work· 'site f~on;t'• f ~ood.iq:g, . p6ndi"ng ·(o·r,/intftnd'ation: by\·poor: · .. or improp~r ·sur_face dtai.nage •. ·· · ~~mp:o-r-ary_; provis.i,.o'hs · ... ~\: ._'·I 5.4 should be made during. the -.rainy· . .season ,·,to-.adequately> .... ·. q.irect. surf ace 4r.~inage away fro.in. and::· 6'.ff.\ the. wo-rk . ::_::_ ·, ··· ::- site •. Where low al:'eas ;cannot .. be .. ~voided·,U;mn1ps .should be kept on ha·nd i1:0 COht.:inually ,_remove Wat.er durfrtg '..'.·:· , ·:::~:: 8 p:;1::~~0;~~~s~;i~*,;;~;.~~~~~~t~:It~~&,;~~i;~;:,:,):.··"· .. be kept : reasonably.' aq:qe·s:j,; ib-J?e\;:.t.oJJ?refveh'tfUnpt.otected, :i> ... slopes I from·· becoµifr.(g, sa:tb.-ra:-t,ec;i\ :i::·:~Whe·i:'~\)i~cessa,J:"y.'·.,du.ri,'ng -. periods of ra.inf.alL, '~he.:. dont:ract:.or ·$'hou.id: install· -.. \ .: . .\ • • : ~;. ' • ~ , • ' '" . "L • • ' · • , I,., J; r ; • ,, · checkdams, de·s1.lt·J;:ng;..:bc3.s:1n-s -,·· ·r1p-rap1,~:'-;San¢1·:. bags, or,::;::"'.' ,. . other devices .c;>t_)rietfrod:s': nes::e·ssary. tci.,'._;c,on,l:i°ol -~ro~:i~n;,:; ., : . and provide· safe c0nditio'ns·. ·. ·;<;-~,·:::-:., ',j,,,'.,"-/.,:~:, ::-.·:··,, · ... ,..:·,: ... :-: - .. 1 ~ ! ~ . ' } 'i ' t i,. ! '1,.: ~· .. ,',\' ~:. ~. ,, -. · ~-l: ···· :'.·},;~[:lda~~ ::~ideii~:::/}.}\(it:t/);~]\~;t'.i~ii(ffitf i,~):~··•. \'zi!iiEic)f :;; .1 · l -, · 1 for ·Grading·ProJects · ·" ', .. ,,, ... , ... ,,_ · }"·.-· .. w·.:;.,., ..... ,,,.,.·J1,1•1 ...... ,.-.D>'-· r.·-' .. ···11· ··. :; '; ·) :,. ::.· 'i• .:;,.· ::/·::· :, .,.i :\: :1::: :;:H;'.):,::1A;;;:;tf[/.4)~~~;lit[. ,.,~:ftiFf'' iI~ti:; \ .. ·· '· , s ·. 5·1 ·:,,. During,rperiods ·'·o·f·'·.':r~:frlta$.]'};:,:t~e:['~e·o:te: .'Q';if~a· . ~t·:)?f·:'. : . ! if ' ~-· • • ~ .\ ' • ' • • • ,, • ~ -....... <! ' ' ' • < • -~ ~ -~ ~. • .. :·consultant. shotiil'd-:'b~,·k~-pt-,:\i-·hf.6".rm~c:l',· o~fi'the/Con' -· . ·or:,}·: · -. as to . the'. natute: ··of.:. i;-e~e<f~:~.1;.;-:¢r.\;i;>£~v~nt-~t::~-ve ::~o_rkj.-1!·~~·,.{:,_:<-'. ·I .,,: be,i_pg,. pe·rfo,rmeq (~ • g.~ ;'.·-pµ~p'.:i;{iiqi,:,:,,;,pla:ceme11t}of. ··,Sand·oa:gS,J< ' '; ,' • ; : '.'1 •1' · , , , O+ plas·tic shee-tln:g., .. -~··bt']\~f :,.:;tiJ_:b6't., i::dq,z':i;ng··,; }et'¢. }.r. ',)./ .:.,;,,;/;-'_; ·.' . , ;_ ': ·· ,; , :-' :L.-:-0'. .--. , . ·· • ... ;, · .. ; . : .. ::: ::,;., :·/11; /.,;l\/1~·'.}itfr;f,:'.J~(-:.;t:/;t::.~Li~~l~i.t/l.;};::;>.:flf~,:)~)f·:'c:>·.1,: . '':: i•' l, ' ., I :· . '·'.!-;!1 :.: 5 r6 ·; _'. Following. pe'+'iods:, ~f.:btai.h'f:~l'.;Jt;~~\i;h~;r:,Cc{nt'_f:aciidr~?s'l:i-ouldf1~·--~-,,:, · · -:· . :,-.' !-.~ ' .. : ,cohtc;1ct. the Geo.te·ch'nlca]/:· Cof:is'it~t'ap,t;;:i:,itna:_::(a:trange~;a ---~--:-·:.\ . ' !· ·:'.walk-over :Of 'the; ,site-.fn.,:orger;;-_'.;t.o, .. :v,fstj.~lJ.y ·assess1,~··tath·_ .· related damage. :-.The A3eocechnf.c-a·l{Cohs-uJ:ta-nt ,may-·al,so -· · I ,: . . recommend _excavation'.§: anc/i<tes't;ing::. irt::or4er: .. t:O aic:( fn . ... ' his assessinents., ... At' ·thelreq,ties·t df,.,_the,/Ge6techni-cal/, . : .. :,: : . i. .. ' Cons-ul tant ~ '. the,. C~nt}:·act,·6r.·,\sha~l:,;.:mak'cdr.¢~·c~vat;i·ons_<.in:;,.>) .. , ' , ·· · orde.rr to evalua~e, the-.extent.'_~.of:j:;ain'.,related-,damag·e.7:-,i.,. ,_., .. '.. -:-;·.t:·,; __ ·· . . .. --... · .. ··:··\·:_ ., .. _i~ :;:o'·.:.·:.-.:.-;: -._.-i~::.i'.:<:.\,~l;:::.~, .. .::z-,-::,· ~Y~,.~ .. ,, __ :-:<~:,.~··-w-:-:!, / I_ 1 ' ~ ..... s·. 7,'', I R' . -"<. 1· ' t', d d '< •• •• • \ ~-··h•l! :·::: t_.1,~l~'· .~, .. <h\N.Jt~,,,,.,.;1, :, !a;· .. : .. ;:: .. ,}':i··a: .. ,·r~t"' r:.. --~ .:-·t(~-:-~,r,~1at"-·!1.1".-f.'i;: ·.: ... ;r·. •-1 ':! i' , · . • ·: ' a1n: re a ·e 1. amage s o_u-.i.u'J,:,ue:--~cons·.Jl ere :. O.1',xn·c·.1;.U e1,,e41/-;"1 ., i h ... '.' bu.t may . not'. be limi.ted.,ttt;>'-/ eros:iqn'' ': s:±:l:t;,£'pg)l/s.a'tur'a::..;,y;'.',:J,J: . : ·,: J I :/ ;_< • tion, SWel,liri·g:~·,_'5tr1:1c,t'u_r~-.t':·d'iitte'S'S·:·:ci':tfd;}o'thei:<:advei·r!s¥i:,'.> • . . ·: i: .·. -1. . :: · · · · , · : conditions· : idehtif:iedi· py:,,:th;:e -.'Ge0,t~c'ii-p)fc~l: Cort-s'-t1·l;ta·rit .-,/~. ' • I J,; ·1 ''• -· l, 1 .: •. _: .,.Soi.1,, adv~rsely ,affect.l9d_-_'s.frdri·l'~ _b~::6ias~si'fled.'.a~f).f; . .-:,, '-:.;:--. , .. un.sui ta?le, MatE:fri;a1s:.,1and\·s·n.Q~;l.-d_. b~:.:~'1,'b:~e-c=t_ ~6 o;_h~t-{//, :'.. · excavation .. an'd.· ,;replacement-· w.1thtcompacted--f1ll.·or:·:'ot·her· ... : remed_ial gradi~g 'as :recomm.'19nded .. J~y tn~rGeotechnical'. :_·, · : · -·.:_ :.,·;_· ::_:. :•:-::~:~Con:~ul ta~~··-~_.;:'. ··::f!_:_.{\<.,(t~}-{/{:;:\f::({~i;t~k.(;f:1J.ift:iilf:f;~:j~l\~~iJ{~~l1fii::: .. )_L.). · _ s. a ::-: : Rel~ti vely · Jeve'l /'ar·easJ\ wn~·~e-f.hs:at.11.1t'·a:t-ed/t;:-:s"oil~".}an:a; or},.:~ ;;y ·· .. : : I .erosibn gullies .exist,: to):ie·p.t~:§\_;}9f1 :'gr,eiB~r .. thiifat'.;:?/·, .. ; . . 1 0 f t h l •d be 1 ,, <-',I~-'l'~r, >~' ,>' ,, ff'' < dt;"'-1,,~~\;,I . .,.,,,~ • · ~ ~ 00 1 S OU · . , · ;.o,ve·r~·XCaVacli~·eu -::t9<U.Jl'B.-ecte :n•:fi;.:..: .. <·: 1competent . .'mat:er:i,ci.l. '. Where{::1~ss:l;_i1:tla~k1Ji:_."0~foot.:,:ip.fd¢pth ,· . : :un-sui table: rciater ial.s. ,niay'J:be;, P~-Oc'e'S'sedt.''.~n~place-, :t9.'.'..fl;·--·. '• ' achieve near optfaimm. mo,ff3.c:u:re :·,cqndi.tic5h~f th~n1:.,· -': ;··_'.f: .... _ '·. thorou.ghly recompacted .:in:' ·accordance -:wi '):'h' the :appl'i ~--' . • '·.cable _specif;i.c:;:ations·. :r£-}'the\desir.eq _-re·s,tilts?'.a.re .. :not· ...•. achie-ved, tJ:ie, af f~ct'eq. rria;t'e,rials:,,.shou,;td :,be over-·:/;:-,,,·_:,,;.::-:-: .•. . excavated,. then'.-repla_.ced, •i-n. -acco:rda:nc~ with' .the·-~.-:<,:::~;;·-;;{,.:·_.:;_ 1 ~-cabl spec+f 1' ""ati'.ons': . · ·:( · -:. · .. C .. · , ... , · :.:i .. -·l · ·/ · 1.-. -,},:.-':i-?~/-'t.'<.!t.<: · app ..a. e ... '--" . ..•-!;.~~.~3·.~ '"'',).:;:l,~,··~·-l'.;-1. .... ~ •• t:-t-."1~,,,t.::r.,, ~1~·v:...•r:rr~"•r·'!'-, . . · -. .--: · : · : .. ; ::: .:· .: .. · .. ~-:. :< ~/;:,t:'.j~~~iii;Jtt~.:fft~~tf~{1t"B{ttt\~:Lft4it}r1r~:}... · r .. ! :· !;_\ ;i,) ~; ·-· ., . •l, ! ' 't '. II t. ~ ~·· . . ~ l('': ' ," ···t '• : -'.• ti, -; , :·< ·'i'-.,. •' ~ _, s·. 9 In slope ·-a·reas·J.':~ ·where :·;-·s~·t.:u,r.~ted{!'.so:i::;J.::,~·'anci/01t; eros'i:~n:t_t){~:< . , gullies exist to,:-de:pt:l:fs\ of.,-;gre:a:t~r :_ ~fiart :·1.~ o·-f.obt-:';:, tliay:··· · · shou.ld be qverexcta va-~·ed: ;.apd.· ,r·ep:l~ced_.:~1as:'~}¢o~tra:c't-e~i:f i'll '.'..· in accord~nce with.:the'.i:apgl,;~:cabl'e:'., sp~c.i:'f:i;cat,i·ons:.;:*;,.:.,_ .. :::c: Whel'.."e affected: tnat·e_r-:i:als · e}c'±-s·t:. t6:i:de.pt-hs':. of 1., 0--f'd'o't . ,. ·or less below-propbsed,:: :!;'i_ril,s1hect, .. ·gt1ade:,.:;;refaedial ·-:·::;/! /: ·. . . grading by . moisture:, Qoridi i;ion.i-ng;· -i.n--pla:ce j: f ollowe·~~i,. :.;. \ !' · .. by thorough ret=o~pact'iqn :d.rf. a-c·coid~.nqe·~yw'i;th _the,-,~:\ -t\-~ -r· ··applicable.grading guide-lines ,h~·~ein may:be'·.attempted .• -·-._ .. If the d,esi.red .result$ :,are. ·not, :achielved:'~·;}a]l affected . . . . · mater ia1s _shou1a be o.v~iexcavat-ea ·. ahcVit~piaced as : __ :·. . , \·· , : . .' _:_..compacted ·f_ill in accorp.a1:r~e·---:wi~h.:J;l,le\:~.1ope r_epai1;/";} . .;.-i .:? ·. •,-;. i '. 1-.. .Jl,.,·1 • ' ! ,1 • , 1 , , ', •• • : > · . , : : a , • : }!]~t1~if }~1iiii~t;~,t jr i~t~~r > ,ti Standard. Guidelines ,·. , ; , . : .. , .,. ,, % , . J ,, ·.:, .... ~ ,, ... Page;,9-.,;,,,,._ ,., -.. f ·G· d' . P ' ts· . ·', · .·.,, ... , .. ,·i:--~--0·\ --.:·,.· .·,...,, .. !· ... .., ,··.,,.:. _;.,.· . or ra ing ro Jee , , ... : . . . , ,. , ·. ,, .,.,-.,. •.; · ..... ,, .... ,. , · , r ., .-.,, .. ··:. , ··• . •. : • • : 1, : : ··.• '. • ••• • •. · '· .•• •• i}; :: :r: ,:,:: ::~ :};;Iiif ij;~Jt1f 1,;, 1 _ 1:'f :': ,~:/::· :i(,,ii:) r. _recbmmendat.1ons·1 ,he,re,in r :'i.AS, .. f-~eJ:;d' -ic·ontlr~' -. , oris:tdtcta'.t-Ef/ · · ~: ,:_ other· slope· rep~1Jr. pi:oc~d-ur·~s,.~:itii:fr:\b~i;{r:~cornmeriffecl~:'bY: ..... ·.·:, · , .· ;·~ t:,,.-:.: ·.1· .:·:i:: ,:'.: /:;.;;:,r ·.-./ ( tbe;-~:9.o~ech~i·~~~).~~'~5-?ith~:i01M}}j)}fi:·:,·:· :;i;i:,c~:;,1,-.+:;1::,).i;:;,,,,;..ti?M~;};llif}j}});~;\:'.:-'.:: I: l J·. ,1·/ f.-.~ i,6 .• 'J .',}EXCAVATIQNS~--.. '. f i,.~::·:· ,-~!-r~co-t rt t.~,l,,··~·:1~~ ·:,.;{\J . .:~:f~!~·~ .~;;;t~,~-~:~~~r~ ~~:· ··, ·:.! ·.t:-·:~·L:_:1J· .. ::. .. · ::. ·:_·. J: .. ·.':.':_:/.:>1{:,·}.;;;\;::::\};J./~~~~-1;~,11?b·· i~(t1Y?),,-· . ;· ii"· • , ',,:.:: • .,_ s·~1 -; . UNSUITABLE' MATEl~I-A:LS 11',:":'<:-<-'i;1':;~:.?~1f<:>,~di/ ;.{{tt.::;J,.;'r, _ _. r -··· ... :"· · ,:i-r · .. :-:: :'1 :.--..: .. ·· .• · .:. d·: . .-::::;·--i;::\1/~Jftti-rjgyi~si{ '$)Hr;. :~Y\F}·:f: ·, ,, . ' I·.-,.· /:,,, :-; ,' : '. 6 .1.1 Mate·riail$,:·_whip~!z:~t.:·1r~~~t~:,~·:~:P~P*·~' !·· ,,< ... i:;P$,._. .. ,.,t .. iii\':.:<: '. i, ,I ,i ' . i : I' " :· .l ,·,· ,. I l ! :'.: · excavateq., J.lnd~·r-;_ .oJS~:ery~1;::ron .. >; ~11~jtF~co•ena~.'ei~ns} l · " . of the Geo-techn:'i caI·,~ConsultanbiH,;/,;. ans.ui table·/; .. ,,. : . , ·/ -,: materi.als. ·-fncl·ud~) .. fa1tLlinay., nott:·:fg·;_/Ii'mi tea···;to\.~:-.:~. ·. :'. '. .', :_ \ -,: ._''_ .. dry, l'oos~,. soft\,· ,:w:e\,/;~:~;or,giinfc;1~U::i;,tftpres;s'i.bI~r.:-./~~\·· ... ; ·. ·. ,, . . ··natural' soils and:;;f,ra:ct'ured, w~·abhered'.-,.:/so"ft.t~~-.----,:_:\,· •,, ; , •• ·: I bedroclc ;':an(t, nb,n~ni\i.~e0$r:ed". or,t'ot'he:rwi Se: iaeieti~t'ioUS 's:. \-1, '1·, -~···f'll, ., ~ . -l~ ... :: ':, ~ _ .. '.; ~}--··.;;. . .1;~ .. :'-:, · .......... ,~,\t:!:-'ti i· ,, : •1,., •. , 1 · ma._er1•a. s., .... , .... ··,:.1, ... ,.,t·· . .'. :-',.·.,,·,,.,-'J':': .. '.: .... ,'·-;;,·.,···.,.·:·. ,/:):!·;.\,·::.'·.JI;~~,~~~.. ·:·_. \ ,' ~:, ,'H:,::.~:<:,;.j:~,:·~·I~.-::f~;{~lt~::)'.~~(\:(t,: .,,'l:i:.~::':.~·~:t:ti1~~~~?~::~itt~~f·~:·:!';~~:/:u:- ; ;. ·: ::, • : 1 • • 6 ir. 2-: Mater.i'iii :;:-identi:f 1.ecit>:bih:th'e:~:Ge .. · ·ni'e•atttf/t;l;T;Jll; >(:~ ·,., : .:f·,. 1 • • .,, Consul t-a·it"ti. as· u'nsa:t.·-jJ~_'f,i:ld'.tlo'i!y1.:.du:~o:-;to .:i t-s":~~clist\ir~ "°?-·:. , ii"' . : :,, ·. conditions . ish6uld :.',bE~T oVe·r~xdiv.a:tgd ·,//wa tEir·ec:l'·,'.C>r• .-.. -~ ,,; · . ,',f · ... , ....... :., ''. dried·, -:·as·:·n:eeded /\an:ct(t:l;i9roughly;f,blended' :t~o(ias,'.{) .:·{\/ . ::,·~•,'' , , 1 . • • • I , Unif 0rm,.hea;r :' ciptim~m:·:µi6i;·~t,ur~;:C01id;ition.:.t·as}rper'r:,, '.':!/; '·. j ] I , 1 · ·,,:. '., .. :,_. .•• guidel'iries:\ref·erencet:1~:2".:_1), .. p#;j.:o,~:.i<to.:pli<;ietnent,!\:-:.·::·;'::_~, . , i I I '' .. r '! I 'l :;.: I· t. '-! ;',, I "!' • ,.: ,i ' ,,. :•• ::":r 1t ll2 .•.;:;kc9tt::E:7:;:;;1;J]ful:i:i~~t~i~i,i¼~ji)t~i);;r,t~'.ii~::~;~l~!~\ .:· · . ".·. , , ........... 6 .i :1 Unles·s'··/ot'b.e"t-W;i!s.e? d~c:-&l\un ' ' .' ',/~" ,.:-,. . @'t!,GeHt:' .. fcaf,,_· :>: ·, ' i ,·. • 1 '· .. ,· f, .1 . · Consultant :.a.net .·ap.proied:):iy;,~;t,li~i:;fegti'latincf?: :.;~ ,-J-i · ' agencies ,· 'permarieri-t";·:c:ut '.~ slbpes-i'i:?should .. no'f.'i'bl§~it,. ' -, t' ' ' z '" >'t l' .:;. I ' • ' ! J',~•." • I : ;;.-.•~ •, ' : ·.: :steeper -thah 2:'l':fhoti:z:dnta-1:,v:erticalr.-··,; -j',;._, ... i,F:;:.",:, · ·.,. ,·., ;:;·: . ·: .. : . ,> ..... -·. . ... : r.:,. :· · .. >·.; .. : ,::. :.-.. ; .. : ·::,:f _l /~: ,.;, h::;,, .":·<:·i:.:Y:~;\d:·'·.t ~'Y ·:{:%-~:?Y}:._;!; :-,.7::_./: ·:: 6 .·2. 2 :'If.: excava,t16'p::f-.:f.¢r:,;.cu,t.._::,sr1ope'$''i:i:'expose.i~J!o'os'etf ·;:~t::';':/-~ :,:,,.:, · cohesiqnless,~ si,gp~f i.G'c~'.:fft::ly,-,.f/adt.t:i:r,eq :ot-,_·o.tlle,r . ..:._;· ,,.· wise. ut'H;nfitabl'.e: .. :·nrateri·a:1'-,·: -6yei:exica'vat;i,on;-\and~ ~;::: · ·repl/:lcernent 6f··the: · u11$.-li.i.t~1bf:~>;1ria·:tfe:rJal$_):wi. th,if\)-7:'; ,, .. , . ,,·· a cornpact~q :stc:1.:bi..l,i;Zia!t\:i,.o:p.{f.iil:'.~t):il:J.°C?µJ.?d ::b~:'i(li.~,.:~ ;:itW,,!/,,:0·.: r:,·-· . , ., accornplish'e'.o..-'a?.':"r:efcc;,rnn're'hd'¢c;1·_:;i;;yt{::the:,•.Geotephp'i,_ca-I::{:··· ·:: :: (· .. - . ,·_. :;Consultant~.\,i'Un·l:.e~,~-::ot,1ier~ise\;s,pettJJied,:: l;>y\.:t:h:e·.\~~ :·. ;: · : '\ GeotechnicaJI;·.,co,hsti:!.tari;t;.f,~_:stabi~li:ia,t~:on':.:d;JTL·; .. ::(:.,, _;;_.t//-:- . . . constructi.o,p.'.i shoul·ci:::.9onf:b~{in rtbt}t!he\;req,ui'rem~fn-tis_. ·:.?:· ..... _;. · ( .. ' of.·. the.,, .s.tahda~d\ ·o~ta·i 1s_;~_'/.,~:·0s.,:>i--D: ·~-',( i·:· :-:\ ·.;f.h' / .. :~:_:q-,;i t: __ f .:·t1\~ .· .. ; ·· · · ·-:-.:·.., i. ' .. , )·-. :.-_: .. ; .. t1-/;t:i .. ~/ .. ,-;,::'":: .. :,\:·:~·.1r.l, .• ff.:'.;Ji~tr;J~1;::i{1 ··:/l~lMM~!t!tJ;~1i/tr:. ~,;>:'r '· · · ··' 6 :~ 2 ~ 3 '·The· Geotechh.t•cia . .tt Cohs'ti:J}t}1;1tt-;:~sh· ,. e'(i;!Jrew·'·;~cutr:,; .. >--·y,,·; · ,, '-.:. . . sio~es·/ durfng: ,eke'·iv·~.t-:tti\i:~·:/·;Th'.e~~tG~is\f~bilnlci:i:1-'.·:::-;?t?t:·.:· .,./ ; ··'. . ... : .··. (. _ '.''.. ·•• .. · .;., '.~~~~~t~~f!~i~~~r~~:;1~~;~~:,~~;,~g;~;~;,~;~4~~i£L:nr ; ·· ·s. 2 ~ 4. If,· during·.ther;coµtse\:oJ>:;:gr:ad:tngtfadver:seJ):>l!'.;:,A,;{'{., ,_ ::, · .. ·. poteQti"a.l-1.y, _adverse-ge:otecl:ini:cal\condi ti.ops:.;are·,· .-. . . . ': · ·:'·.· .. ·.:/·.···ti~~{ii\M :,, :'., ... •~:r:jJF) ¥~1l:it~]l{tiif f ::::}i~l~;!~:~'.:~i!\~.1lti, :•• ·; .b -::-,; ·: .•.. -.> . . , e _ : . : :· . ._ . _ :·· : -__ _ +(trjtitl~ZW::~itiJ;1t1~ti,1t !{Flitt, : -_--. · il ~-. ,) Standard Gu3,.del1.nes .. : 1 , . .-,. _ ... , .. •·:::-1.,·, .. ;-.,.,.,"_ .•••• ·.-.,,. r-c;,., .r0 ,.·. Page_ .l·O; •. ,.: ':;:,·. : , .:. >for-G:i.;·ading Projects ·. :·.i;-, .. :: •. ;. i:. · ,, :,(: ,, ~\<; Y.t>.:; f11·:;;:_:;:··-<i/2: .-:_;.(/;,-... · ,. , .'.:'. .. · ·-.:· -~:.:( .,' ; ;'_ .... i .... ·,·;,\,:_ •. :,·,:_:_1.,'.):,:_:_:_),~.::.;: •••• :_: ... _·. --:,::~ ••• ."\ •• -;._:Vi}Jfri :{~f i t:~t~l\~~l{$}f ~f ~C:(iRtll~~tai1t:i:: . --:· ::..·.:--·enc'oti'nl~:t~d'.'t"~h:t6h)iie:tf~~tii8\~:;::ii:h .. ;J:p·a'.t?ea~{{i{:f]t'.:h·~\::;:.'.'' :/i.' l. ... ~ . . ·: ._, · .. pre.limiriary'::'°re~'d'.rt~,'tt.~~'~:Ge'dteq,b'ni-cal: >dlnstli'lta'r1t ._ .. -,.. .. I • . 1 ,., .... ,!;: ·,,, .· . ·, _:··should_ exp;I?ore, ... an~:r'yz~·:1'.:am3.,-,rriaJe~/;~·ecdmmehdatio'ns'· I t . t ' ' h '. . J,. 'b:l . ' .,, • , ': ' . '• ; ,; ' ' . '• . . ,._,.-.. ·: .. , ... , . +' .-.·· .. , o re-a.t·.t·ese.·p:1;0 ·-erns·.,···i,,':":'·';I .. , ~····:-:·· 1 ••• ,-., : •• , '· ! '.,·; '..'.. :: :, <;\.:. · L ... ':; .:···:· :··;·,,: '., ·k· .. ::; ' ·.-~/~'l\.}: :< ·.; ./.~r:~/i, .. ;_:::·~,}{tt·;:,:,S,:B:i# });f:,:~jf.:~i:{~~{/i)!5J.:.?f ~:: · · '·1 1 _~_-.·:::·, 1 ,:):: :::i·,; ( __ ;::_ •. '. ·_j_f/,•;:.1:.:_:_~·:·f}.'.}t , -:·:·: · 6 ~ 2 ·~.5 When -:cut'· ·s:topers·-:.a:b:?·;,mad'e\.1i'i;i~J~: .... ,. ;tecti-c>'&1i,d£'.,i:the ._:,:_:,_ -.. _ _ . . .· · · ·-: ·:: . · prevail.ling .. ·d'r·ai-riage··i': ~0a/fi.8nf,ei"od:i';b1e -di ve~sii::n"f' ... , .. J '•,,. ,·: swale· -(prow'.dibdhl:: .. $:h'ou.Jtd,.ibe ·pr-ov:ided at.· t.-he.: ·t . .. ; : . '.: _;; J•' :'. i·,·:··· .... :~ . .3-·: : ___ ipio. ii::.:-:£-::t: '.-·:: ::;::;:;r;t;r:f ~~ii{::{·tt!~).!~'.t,;it~Jtr(f (!:·•---,-. ' ,, ! ; 't . 6. 3 ~ .1, All -16t, .:pad. 'areas~/,:·fI:i:cfuai;pg:'s:i_:'ei'ef;ya.ra'·::t'er':r"ace·s·,'. · .. : : · i·. ·, i. · abov.e. sta-bi,l',tza-tiop·-.;:fi);:ls:,or'f but:tfesse§'._r,shpuld · i ~ . ' I (, ·, . ,. ',' '•, !' "'l' I\ • I '! -, ,· '' ~ ; • J ::-,' ,:_·' ,'!·.'' be over'.exqavated t.-o:.,.·pr,o-vide-for ... :av,_,minimum. of .. '' ·.-, .. ', :, ·.3-t.ee-t .,(i:ef·~r to,s_tand·ard_.Detail'sf. of qomp'acte'.¢C·,-< , till. <:>vet· the.,:;en:t,ire: pad. :a-rea_~:)\:,Pad ;area,s.,·" wi:t-h_ .. :'.: :; ·:' . both. :f:i 1.1.: and'ijcu.t :.rnat;e1r.i:a:i,i,;:·, exp·l?·s.e;d ;;and· .-:~.$:'ct:i>~ J:::··: .:1 areas containing· :both '.tfe,ry;· shallow·. ,c·1ess than:,'}/:·1• ·; 3-feet) and deeper, £ilf ,0should';be .·overex'c'~vated.·:-: , to provide :for, a; :U:rit:forµ{ coinpa't:te'.d· .. ftl.l blanket-;'··: : ,. : . : ·.: with -a rnLni.mum :-of" .. 3"'.",feet,>irt· th':tc'~-n~·s·s C:r.ef:e,r, ,. ta'· ... :;.'. ,, . . Standard De.tails)':~. ! CU'f::)areas -~k[>'o·s . .ing,.' f?ign;ff i-:.1._:-,·;:,;: , ·. cantly varyipg ma-ti,eriai:.::types-.·-should al~o. be· ...... :. · · overexcav.~ted · to provid.$ · for ~:t: .leas.t,:. a· .. :3-:-fo6t/ -~; ,'·_thick compficteci, ~i11: :bla;n,~et·,··;{,'Geotechn-icat. ·.:.--.. 1.': L :·· ,'· ·condition$_ may __ r'e'q:u;rr:e:\gr·~a't·e:#::·]iepth ·of;·,;.'over:.:il·.:/,.~ . eX,cavatiop.' The. ?tCtu,a.JL depth3i'hou1d'. be· ·deJ.,irieated _bY .. · the. Geotechnd:cal ,.:con-s-u):j:a,n-t;i\"during .g.r\i.di'ng·.:.. .... :!~~J-.2':'~or· ~ad ,are~-~-: ~~~:~t:iJt1:~~GJfJ1:~i~tjJ1:t:/i'~i\~Jai:::~':.c:J[S::::-,:::-I' " l . _sl'opes:,: positi v:e::·,d:i;-&:ina:g:e :.should< be :esta,bl~:-shed-·::-.. : .. awa'y from.·· the. ,toft·:-:b,f:~s.).:b.pe'~;,: /I'h'f S' ,rriay ,be ·.'·:,> :, I .: '. • accomplished .. u::tili;fing,:' a 1:;)eim, :a·hd1/br' an '.·.-·'.:-~ciJ/\:' ,;,; ' ' ,.' I, appropriate pad. g}adi.en;t ~. ·A grad:fent in: .. :s·cilt:., '/ :· .. . , . . . . . areas away,, £rom -1;:h~. ·t9p~of ·~s1.o,pe~r :Of '2_ peircent;'::;''. _'.. '. ' i ' i .. l • ~ .' > d . ' ~ . ' . ' ~ ,, l ~'). f ·: ; . , ,.. ..:· ·. · .. ,, or greate.r ·. is ~-,ecommen ~ct.·v ... , .. ,., :·Al-.,. ,· :=·., .:.. --·r·-~·::.,.:_. ... ,.-.'.~. ,. • .··:-:,;_.,'.(I •':; _: ' : ' . .-•, /,.:': -~: ; .. : , :· ,!' ' ::, , :.:·: ,, \,·1. :• :":<,:~\k•::~:•.'./, ::.::){;J,•}~~~;fl!),;;\,\/ ~~•(\)::)t/; -~;i)i\-;:,, .. -: . , -;,---,!._ ,7 • . , COMPACTED. FILL , , .. , · , ·, t f' • .. · · .• :,·; ,.-.,,.,\·· ·. ·-.. ,,,,. , ·,:,•,c1-·Nfr', ··· ·; ·.· ,' .. , ... ; ',,: .. , :,r: ·},· ,;.,., "• 1 •1·1 j,' :J:,: ... ~ r ' ~ ~ : ··_. !·., -/· ,!·1 ;, ~ .f::.~ ~:~: .. (·~;:~,~~~1,~:\/;;.;,~:~:},1t:t::_:·:;r~:~~~~;!~~~1-;i}~);\;1!~.:··~~1:}}:i;~,!1'.}=:(~r~+:~~t1tj\f:~:>.1) <!'·.·· :.-. ,; , ' , · 'All f il'i ·_materials1·'shouia?Be·,\<:!oillf;ff;tt:f:~ciiI-"as~,~;--~ip~:¢ifi'ea,:::·B~i6tr:·: :., ·;-> ' or by 'other method$.-specific'~·l'iy: :r:e'co·mmea·~'ed:/by the ' ·, . ·'. . ··,. ·-..... : J Geote.chnical Consulta:nt_.i . Onl.~s-~··:ot1le·rwi.s·e:_ specified.:~\-the;°./\ minimum qegree of compactic;m\(re_'.L'?i:tJve:,;,compaction-) shduld\. be· 90 percent of the 1-abo:iiatbr_y:maxlml,im.:density, •. , ., ,.,. • ' ' ' ' ' /· 1 . ' PLACEMENT\ · .• _-·. ;-•.• '.il\.:~:t111: ";\'.ti'.if IL ;.·)~;,;~f i~:, d: .• ... 11 ;7 :1.1 · Ptio··r ,to ·-·placenientf:·O·f-:·:¢ompact:.ed\.f,ill',.>the',:·'1i;;;<,·,', . , . ccmt.racto.r_-):1h9u·ld "~~,:~c;tu'est a. tevfew., bY:_:_tihe?f1/; · · -. -· ' -. --: ·:•·· .--••/ ... · · --}::~ ___ ·· •j .: l d;::tI,J·::~~_;~,l~tii!1Iif ;~t l:~f:l!~-'._ .'. •:j:_ ., .. ,, ·,·, 1',,- . , ''. ·-·,/- . ! :i[tr:;i/i!{"c' .. )!. ; · :> \ ;.,i} / . ; :' ·;::: '/j:.;: . :/i •t.:i':;f f '.~}~~!i1f t~f f ~~}ii:~5;}/ · .• , i_,,,y,J:·, :,.-'·· '"·t···st.:ahdar·d · 'Guidelines , , ' ... ,-~·,·, -.. _. '· ··-:-.·::v:·"'<····,,. ,,~J,,i ·<1··~·~·,,•a.-·,···-pa·g·,.e'' 'il_. 11f.., ., ·,. 1 _ _.~L-t/.":,t,.J_:·,?::,.',. , , ·; -~ , ~ .. (:~. ;~(.·_:<·_-.~1 , :t;_~:~::~~~:.-;~~::-t;=,r~)~}~~;:ft~.~?;}ff,~;J~f:;i:1.;::;~.: :·;-:·~:if;?·:,\ ;: ::! ,,. ·., .. :·r-·fo.:r·. Grading_.ProJects . , ... , .. , ,"--;> ., .... ,!_ . .,,,\,,,'.c_.,,,, .• _:·.-;;_:,.·.··,,··/,,"'·1·t-,'.··.;·,,' .-,.,.,:··'f•.···-'J;.,.•,:. , :~\t ;·:}:,::; · . . . . . · · .' <~. .· ; /)(\r:;::}i,:;f ii~~::t}j!Jl" t1:~i>:::;;:1{~:? i . · .... · 1 ,, · · · ·;' -· ,.·. __ •·• • Geotechnica:r:,ce:fo,s.ultah-'fr .. };"6f;f:ftni:{f,~e. 'i'Ere·a·,;;'g'r"ohnd'~·.'·:·; .. : ';, . •1 . ··: •. , , ... surface ,::··tUi{~·e·s:s;:-,q:tfrei{w{~,-~[t;t:_ec~\:t~~'~ded_i\th'e,,~ +· .· .. _; -· , '"' ·, · ,--,: exposed-:"gr-.ouno.~ _·st(rf.a".c~:~~,s.'.n:9;b.:~-d\-:"the·nfbe i-:'if¢arifif~d-; 1 .. -'.j •: . •-.-: i ::---·; : ( 6'-i.nch~s·.:·mfr:ii_rrtuin) / .. ~aftf~egJ,jof,ii.;d;-ir'~d' .;as,·. needed,. >', . ~ .: . , : 1 <·· ., .• 1 ~h<;roug:?~Y,:.'. b1 7:~fe{:1:\;te> )c.t.¢:h-i/iv,;e~j~~~:¢a·t:t;optimum : .}(: '.. / ·· ·· :· ,. ·, moistur~-1 con:diti.on~·i.~,t.he-n ... ~);:J10:r10_u-ghQ,y ,compact:ea· ,_ . . ,. -; to a: rriirilmum of}. 90-·,perce'nt;'.::of:,)i;p.e_1:ma~imum > · · . ·. ·'' ·. -'i, ., . dens.ity: •. :: The .ie'.vi~w. iby ,tfre· .. Gebte·~hnical, Cbn·sultari-t \' should 'not be·. conil.ci.€h:ect.-rtio·' ·p¥ecJJio.e· reqt,iirenient i 1::, - " l : i I_,,. 'i: i, '"'• ·-~ '' ',, :.i ,-, -.-' ''., i' • ;, 1 , ·-· • ,.,. ,. • of. inspecti'6IL:~nq. ·~ppi;:ov:al.:. J;jy -.~hei-go:verning ._agency. ;-· '. · ~·:·; J :· ,·1 ,··,,, '.. < · .' .-· , -' ;'_ ~ :~ {; ~,., ·, ~, ___ ,_ .~· <,: >··~ ·::\.: x.~-----:~-:.\~·~1:~-: :: ~~-:\:~t·-~j <n~, ~: .. i~~~:i( · · :/:, .. ,:~·:\ -~\:~ -~,\:: · ~ --_ • • I ,,.' '.' . · 7 .1 ~ 2 >cotnpacte·~: _:f'i ~r:\sn'9µ·l:;g:'.\b~:tl?]iace·d\·~n:~· :tn-irr:_·'h6:i;i zontal· ,lifts .. no-t:-·~xceediiig,: :-8~l.ncJ1es .. _:i,.n,,;;1'obse-,tp.ickness, 'I·: ·, 'prior to .. · :compacti,o.n.ii.-·-:'~Each ,;l.'.fftc.1;s-11:0u1d,·._be:-::· >t, .; .. ,·· · ·i · , ," ' > • ~ .l I ' ' ' • i -" 1 • • 1,~ • _, » ,,, , • ,,!.,, a ' , • ' ~ ,•, ~ ' :•, • 1 , , • • • ~ . . watered 1or '.·drie'd: .a-s(:needed) ·tnoi.'dtighly·t.blehid'Eid'.< .. : :·:.;·. ·· : ..•. i,:,: ,·-:· to achi:eve .;near' ·.6p#iµmin: :1110:r'~fttir~'::_condi'tidns .. ;the-1{,/·0 ·:.. · · __, :~ ,·_thorough3,;:y·f cotnpacte4 · gy·}mecna,ni~a:1.· ;metl:ipas ,fEo ·: a· ·.: r .--. •.;,, -·.'°_if::-.\,<:'.-:::,· ~ :f ·;..... ) 1 -,, ' ·:;,. {) ; '. r' .•..• , ' .· ·, minimum: of _:.g·o. _ _-pe·rcent-.. of ... l~bo:r.at,ory, IIiaximunif·::d~y::·· density •. 'Eaqh ·lift:. :should, be -t;.rea'ted. in:.jf' . .-li)ce·· manne-r. ·until i i;he, ;:desrred •.,fini,$hed\,g:r'ades'iyate, \ -:'.·; ·_-; .• .. _ ':r .:_achi~v~d ·-'.-:: :-., .. ~f//f/:\'.:-'.':(_:·~t/\··\:'._/\/~i:j}\~S;,;.::_i_-: ·· ... ·\·(.:;);};/· ___ .,,: ( • l :'' l ::, : .<. , :"· ... I, ; . l ; . l :.: L. "1 it ' ! ' .... , ' ',, . '·' .· j ' . :,, :, .. ,- . i ' ,, : , -'i -~ ' }-·: ~: '~ ~ ' ' I ,, .• · ',,', 7 ~l. 3 The C6ntrac;:t9.t:>should/·have·;,;$uii;-ta:p1i~" .. and . .-· .· ;:·!:<i~; ·-.... _ ··. sufficient·· mechani.cal:,. co'mpactfo.qf e'q'ui.pment:;,,-aha:-.;, •',, .. : .· -'.:'Water in'g ·a,ppara,-tus'. 'Oil?tJ::ie. job ,is·t.i;;,e,,· ~O ~ ha,nd:fet: the' .. , · . _: -~mount of "filJ(:ibe'.i;ng-~,j_:jiace'd, in::,;_c'o#s:idkfr~tJ,'9n::;;qf ·:·.:::.,:,_ . . . . . ', moisture, reten,t:iori ,.~pic>~$~t·i~·s .i~~f'.;,~:th:e:, mate·.r.'.i,a'Is-•. · ;_ ';' :·· '. : : . -.:<.: .' .. _· If I necessar;y, .. e:xca'.v!3-tio~:_: ... e'.q,ui:P,~e:itt-:-:.,shoµld\,be .. ,:,.: '. .:: · ' . . • • • ,11 shut. down"' .tempot,art:ry· i'.:-:fn'.; o'tcle-r'-:~t;o ·p· ermit>_; _:i{f\,.1; •.•• ' ' • -• -• ' • , '• _ <.: :' • "_ -~, -~-' ~' \.;;'i'ft,, .·• ,"}•, • • , ~•,,. ,r}', ,~,~ 'J.',T., ',-i' . · .. ·proper. compa;¢.;t'ion ,qf~.f:Lt;t:s;;;::, ! ·Ea'.ifc,h11·inovirig,;;.eq'1ip-.. . . . · .. ment shouid .. oply,':,b(( .. ::Qo:~'tH:defi"'~~ /a~:);:SXippierp.E:int ,,. and 1:: r .· . , > .'..,·>'not su·J:?s,!:i i;:.t;tte4, ,i~or?__cotiyeiz:J.t:ic;,n-i:{1{/c"'mpaction t ·.: '.('~;·,,1 .' .· '' ~·:· .. ~' .~.equipment-.-~-:', '._ .. ~:~r ->~,~~'.:,.,:·;·J~~--,~1::,..}\::,:.,,~I .. ~f~~-~i;},_:~~.~-. ~-(·,·:-;::;~_1.~.~~~/}(j~L;:~~-1.~:~t~:(:' l . l .• , ', ·;-.;~-4-·:~he:n. placi~rii::;·fiii)i~i1J~:i½~tJ1l~!iltJs,;;,l~\tf1l~~g-;j\>i'. . f .:j I.·:-, to area-S, SlOpi._ng . ~t.e~pet';.·than _·5'·::l~"--)·'hOr_iz'qnta'r·: '/i'· ':c~'-, ?i';. f'... ·, ,, ,•, ... ' _-verticql !,,,··:·hor:1,z.c,:~,t:a.~. ,.keys·,~}:lilQ:·~t!e:~:tical-·_;:be-n:ch~~f-;';. {;;\ ' ,. '·;', t,·-· ,--, -\._t I ·:· j ,') -,., ,, -i ; ! . j '.;' '' .; '1<, -,i·i -· · ... ·· . . . should ·be-, excavated·. 1nto .. the · aa·:ia·cent -slope· it~.,-, -.,.,,." 1 · · • · · :·, area., i K~ting· afrd ,:p~'~·~h;ih·g<~shduia.tb~. ;uf f i¢:f~-pt ·· \/''.: ' [, ·1· ' ·. to provide ,at, lea;st :.6~:foot :1,:wide .be:nches·-and.:'ac, .· :: . · minitmu:n of ,4~fee·:t_::of'-::'v,~·t_tr6'ai;: b~ri.ch height .. ·-:,;:<_/: ;, .. , within the· >flrm ,natu°f:'~J.. grouna,;-:,:;f:itm bedr~9k·\o:r\:' engi.Qeered'.,:c;omp·actecl:; fi.J;l. ,_, No'-. .-cotripacted-· f:i;tf· .:,, < ,· should be placec;i;. 1 ih _a-n. .,area/ ,subsequent to,., keyJ,hg :: a-nd benching;.,u,rit:i:'1 the·--a-re'if h·a.s· been reviewed·: by the· Geotechnic;:~l,:Con·s.u);ta-ht~:., Material gehErrated by th~: bencn:ing·~-~6p~-rat;'ibil .·s-him1a,._:be moved ;_. ,i .. < _ .... , >suffJciently_:~waj ,fr'om:;,,tJ1ei:be:1tch::;;a);ea to::.a!ti;ov:r.:n:{·. · ·1 , . , · <-··:.foi: the .recornmended;~re'v.ie-w<of:,thif hori'zo-titar;~.,.e·,.<::. .· ,, ·. ?::;:)}\'.:{ ' '" ,; ' ' :.:-,. _:1_ < .:-1 • ~-~ '•:,~ :,~ '~: \: -.4 ., ''l~,·.\:: .. _;.~· i _:_·.·_'·\ :~,:,_-.:~:_-:~,_-;·;,··.·'_i---~: .>?) '' :-'· }, ,-~ :;- ' ~ '-; ~I c ..,, • • • ·:' :1, ,' "\ ~ ", 'i . ,'~~ ·1 '._; ,'' . 7 .... ' " ' ,, ~ •• ':' • :i ' ' -.. ~ ''. ' \. ' t" --~,'-,,; • t ~ ' i .-., ,,;._,, '' ,-; .',_ t .: '! ! ,'i :\: .··• .}> · ... · · . ::: . ·. '" ·.·. , . : :,,;1{~1t)rr~~f\,::r;f,i:1;:)i1~~:?·:: · Standar<;l Guidelines. ··· ..... : , ~ .. ,.,.-,· ... ,-l'r-:·,··"!,,f.s,0,, :Pag.e,·.12,-:::1, .. ·. :• •, • 'I ! , ,_,"t~<-~!'~•,,,~,,.J,;:•,'~,.,,.,-,,':':!-,,' ,,• l:'1 ,;• ··I .t · .1 for. Grading-Pro 3ects · · 1.: :1. ,.; .· -... . · ,. ~: ·,.;:,,·::1:, •. :. ··.;, :;-f·>:,t(,.i;.: ·· ·>". . ·.···:-~:-·.: ·, :· . ···•·· I:,; >: · : ; · .•: .•. :, .: / ,: ::t: .. , :)hf 1¥{~";;,t~{:if:!ii~!jlti!f !s~{~ii~i~i~x~}It · .. • •• 1·,, 1.,1.: .:' , · . ·· : · ··.;·,--ben'c::h· '. pr 1,o·r .... to· 'pl.a·c·emenn•-,.-off z f,liJ:'!fu·7-.. 1_;~:,,iTv::p-.1 ca-11~~~~tf.:·1'.:r , . ., .. .,,.,, : . .,-1 .. l . !' ! , , I • ~ • ~ < • } ~' ,. , •, •, ,.1;_!,t' , , • ~ ~ , • • ~"-'i:: J,l ~'· , } ..!j•'•.t -;. ~'( ,.l . . ·::_':~.: ;; :;--· .-.. ··:' 'keyi'n·g a·nd: :be·ri·ch1hg<:deiia·iI·s;,,,fra\f~t/B€!en· ,.i'.nct,uded'.:t·.~ .,, .. ·-. · · ·'! ;;,. ::,··.: ·.: . ·.··within· tlie1>accompanyi.ric.f:;'s:ta1rtaar:m\rneta£:rsi" _.:,;.:',:,,,:,~:_;'"·';;:.,··: ;' , . · ... , 1 • -·Ji'.·:,, ·/(·-·f .:1 ~:~:~.wiihtn.':k:f~;J;~'.i:i:}~{iq"~Jik~,;~1~~~j~~Y,fi+~~irt~~::·I,;~~~~~~t;\i, i: ~:: · ... , , · :dures>4ic,tat.~ .. two.'or:i:moie:,,is:eJ;:,af'~ftef;f:ill~-,: ;,:;: . '.::'· ·, l ': •. ',, tempori;lr:Y: -slo.pes·. --ffa:i:s·e·. slope'sJ/ina-y ;_be c're%tt'ed ~'.-' :·. When placing fill ·adja,ce•nt .. t'o' ·a·:'-false· s~ope, ... , . · . benching $hould. be G:ondu.cted' i'n.~ the same man.rie'r .' · as above descrH,ed. · At· least> a .. 3 .... foot vertical:. '. bench sho\1ld .be _.esta.l,·lfE,foe'd. wi thJn .. _the ··firm _·cqre· .. 1 of ad,.jaceht approved-,· c·omp'acted :f.i,11 prior to . i. · -> placement. -of· a~d,i t:ioifal: f i-1·1 •. · ,(Benbl;lin<~J'-shouJ.cf /'· .proceed .. -in ·at .. least 3-f6ot: ve·r'·t:icci:1'. increments. ·.,,-until the: des.ired f·inished: g~ad·e·S .. are .achieved:., . ; ' ,',•' ,, ; 11:·1 -;,., . •i,1 ,- ' ' ~ \ i .. ' ' :/; _; . . ,_~: ... ,<.i::.:" ..... :.-\·. /~:.:<;· ·,-:',:: :···~-t .. 2t,-_t1.::\·.·-:: -~/-i:f·.·r-f:-~-,<1:.: ;-!: .-:.;:·~: ... £:..;.-.::·:·~.~~,::.~ ~,._ .... 7 ~ 1 ~ 6: Fil].. shol,ild' .:be:._' teste'd·,:.·f.6.r-:·1cbmp.liar1CE:i°: Wi thc;c:;th~{:, :/'.' , . I 'i' recomm~hde'd:'irel~.ti v~_1,cfornjiact'ioh>,anq, inoist,ure;::':{::-t:·• ' . conditions. : Field dens-i ty .,testih'g <~hould.:icon-~:~.~. ' · form. to ASTZ.f :Method:' of Tes·t D -l,;55'6..;;.64 ,, D 2·922~7·8 ,, and/or ·.o 2937-7:1:~ . ir.ests -sli·ouid· :bei:tprovia~d: ·fcfr · ·. : _: : ;. about eve:ry. two-_-ve·;c-_t;.iqa:i.:;;feet· .. d,r;,;_:1}'000:., cubic:,·::<;,.:·;;> . :'. · yards. of· fill~. p],a:c~d:.•:. Aq:t:u:a1.:·te:13t,iinterv-al<fuayi1:;j,, ··;·: .. ,: ___ · vary ~s f:ie'id-_-cqndi tiohs::~a£.cta:,t,,e:.:;;:;,;.iFfll ._fo,und :;_ ,:~< ·:-1 •• ,· •' not to be, in conformance:i:wfth,/theig.radih'g'' ·re'com~·: .. · '; ~-mend a tion~ should 'Qe·-remo·v.~q ; ot:. ;.,dtherwi_$·e?: >. . .. > ' . handled. as. ,.r·ecommeaded•.,:,'l~y,/th~ ,s;·~·o:i5$·chni.ca't\:1: _1,/:/ · ·. · -Cons·u:lt~n~- 1 ~·:,·::· ;_.~-:·;};·1;~,:i:;t/~:J.:!/::l:\/}-_;;:{t;{t.i4ilili'.r~!).1)::\:fif1;i~i{1/'.(:i(:· f ~'.f. 'i. The co-t1tractor · should'-,a:ls i:s-t :the;i :Geotechni,ca:1. t ' .. Consu'itant ,and/or· -li'is·::.r~p:t.es<bntative ·by· di:g.g,ing . i l L.-: ,' ,'' '! ,;: ',, ~ ! • r.·t . i·:, . ' test p'its for• r·emov~l-.'idetetmina:tio:ns:.;:ind/or f·or: .. , : .•. : 1 . • . _, :. ·/:··:::_~es~ing .. comp~~.t,~~:: ·r~::)~\1~>'..~·. · ,;~.:i:Ltfii;i~1rf::i·;:;i:)(.;tii~1iV:~:,~~t\)::· 7 .1.-a·:. As . recqm¢Emded': by .. ,:.tl'le/·:.Geot·~c.hpT:cal,_~::consu;lttz:.a~;t·,~?'t:i· ·1 ·.·, .. \. ... I, ,, ':j' ·.; ... ~, . 'l -. 1, ,"1 .,, i.'_ 1 •• 1 • .. ' ' '~ ' ' ,, :',- ' l " ~ • . ·;' .',. ;: : '.'i ~. . ,1 , , . . . : . . : : the: con tr actbr:.: · shou;LdY~' sn ut~-down''. ,:or .t· remo.ve T:,f::,W<t·· ._· .'.-:,.: :·. ~• ·::'::: .: ',-·_:.;<?~.a~i-n~~'.:~q.~'i,~-~~~:~-:,~:!t~~,j~~~it?~;aJiit;~}i~t;/_e:~.~\t:,{tll~{t~tL ~.~:r i · . ·1 1_·,, r.1.: 9 ·:·The-:Gecft:ec-nn-ica/r;;,cohsiirta-rrb-';s:no'u:tcf'.?ma.1 n,t'iif:n·t1·:'a>:}J~~ ·., -· . ,-. ' • ' .. . . ' ' -,.:/. .'! ' •. .,. . ' ' '~J. ( • ~ • '; ' ' ~ ' . , plan with estimated. ·-lo'c:a:t;ioh·J:3. of:tf:~eld .t.es·t§3\'.Jt\;·./ .·~Unless the · qlient prdvides. _f'o·r: _.actual surv~yin\f:· .· of test, locat.ions;. t:tie -estimate·d ·,locations by the Geotechpical Consu-;tt.an-t shquld·.· only be.'.· .. <:: .. • 1• considered rotigh .: ~,$timat$s.: and .shouJd not be· ... ·::. util.i'.zed for the:·;:pi;i.;tpose :·of; prepa~·ing '. cross Jii:_;:' ' section~. showtn.g\:te·~,t _;locat':i.ons, .. :or .. in; any cas·e:· ,'': for.' the purpos-~to-t:.: af ·te't.:~t~¢'..;_.f act ~:vaJ..ua t:1 ng·_ :_o&: ·the seque,nce: at till pi,aceinent .: :.,.-:::~: .. · . _. ·:·, ! + :-- ,.·:: '. . .. ' I . ' ,, ... J .. I ·;i'},s,/tv ·7 • 2 .1 · For · f i eld'..;-t:es-tfhg :fpuipbse·s;t ;1" n:e1ai:f z:optlmurit11/0i.~:;:f ;_'. __ ,,._ "i> : • • -•) , • •, t ; L .' ~ ::J'~;' ,. '>.!~ ... t,.~ . "!':1, -,~ <· -:••.~ , ·. · moisture: wi.11." vary ·with·' mat·e-rlla.J.k·:typ'e. and· ·otihe·:r:· · . . '·:factors: tncfludlng:.: ;donipaG1i)::,·q,,-pr.6~eduri:L,. ,:,i,Near, .' .,· optimum"\may,. be :Sp~9-if:i;oa,il:y.i-'tJc°bifJmend~ci'.;\ih. · ., .... ; . , Prel,imin~ry .rir~$st.i;ga:ti.dti:,-::ae:port;:i(.a,rtd/or,;/mayJbe· ... J-· ;! << · evc3:Iuateq during ,grad.i,n~r~-/ : .. ··, :;i,,:f ... .-1:.,,::,.;.,. , .: t·'\· .. :/·'..; ··,. · · ,. ;: ... ,,, ., }~,' ,-r' i·:·:: ··.· :;;;(/:\·· " '· '. 1 ·l . ' L ),._, 1 ! .,,·.' :.:/. · . ,--:= : · ... ·.. · , ·.,_,, ·. : ·i" ,. __ :·:· ·. · · .• ,;:f: · _..: :: ~; .. J 4r~\;~:/'..J~{I'.;::;~~Itt,:~;;:;r:\t\\}ft~(.!:,-;,. • 11 • _; • ·• • ! 7. 2 i 2, Prior"-·. to.· . .-pl,acetrien1;,,~.6f'~-~'d4~)i_foi;i'aJ,:;j':~pmpac'.te-a':,fill,:},:. . f ollowihg ,an' ove):-t{tgh:t'}ot\'.othet-:/g.raaing·,:de;lay:; ./ , .. : f l'. -., ' . ',, t I~• • :, • ' , • ,' . '-. ' ",<, I • I ~ t • , ! , , , r , • • • , . the. exposed/' suI'.f.a,ce' or,:,:pr~:vicm-~~lY.,':·compacted -:£ i 11 ."i' .:·.··should be,·proc'es.sed;',byt scait·fic'a:tlon, ·watered or dp ied_ ·as; ,needed,.·, thorou.g'hly blenc;led. ,to: :n~ar-:-,. -7,~ : optimum moisture-: co.6.dition-s,·; .then. recompa,cted\·to , .'· . a mfnimum: of ~o··:percent:· of. J,.abor·atory maxi-mum~:,: ';,· dry dehsi ty. .. wnere .· ,wet· or·. othe_:r;:, dty or-·other:.~ ; -unsuitable materials:-ex:t~ti;to· depths·, of:1,greater: ,i. than one ·f:oo.t, the· up·sµitable .. materials.;shoUl"<l:: •'' ': . :t' /' : :. :·· ·, ; 'i ·: ' ·: : . ; . :: ' ::~e ·<overe~'c~:~ ~~tt >::\i: ;;.i.j~:i::t::,}';_j{~~;t.f;:{{{>},.}}/:~;<;?tlffr .... ~ i;>· -: .. ; ,:, ·:\,. ·\:£·I."',: -7 2 ·3-,Following:-·a·pe:r1,od··of::.:.flood·1:n·gr,.,.,:fc:a1:n:fail~or',",r::s,·;'r-··i·' ,! .. :• ,,"' ., • , • , ••• i ••• , • • ~ ,,.,,, •• ,_, ..... ~. r,-~,.,. , '•' ·~ .J !,, ... ' . ' :,-9verwater ing ·. -by of.hei:)in~an~'.f':.·n6f~ladditiona1 :'fc1ii :;r -:"''·: ·' .,_; J j ,_: . ';-' . should be plac:eq. :, Urtt:i l; ,o,a,mage'. _.?{§s~'S·$inertti-' 'h°a\te ·,:/< · ... :. · ';.:·.":. '-r : /; ·): _.·· .. ; ,: . . .. ' be err made.~_and r~med.i.:i;:i:i.3gt:ading7_;,.per.'f·ormed,;::a~ : .. :.,;/-:(.:f . ' • -,11 ·.: • •• 1. ,:-; ,. -· :; :·,.. • · '.. ·, , .. -· ·• ·. 'described under· s·ec't-iori· ,·5 .• 6,·.he,r,e·i:n·.,, .. · ... .,_.,, ·:·r~~,:{t<. ·\ r:?··:.J::_.( ;:'.;i,;•_:J c:•·· •. ~ ti i~~~~AD· ... : ·:,:::::··xr~?.~1{iiti~ ~J~!~ j·· ~i~~tt?l!tm:;i xt·· ·· ,·. ! ,, .. _,._r . · : : . • 7,.3 .l. · Excavated on--s.1rte.:.-mater.J:-aI-s,.wh.1!1 • ":;·.are,· .. ·,,,;··· -;·:··-1,,?L_.,,:'. · . · • I ./ ' • • ' ' _, -< • • t ~ . ~,. ~~ t -' I -·B"'·j ~ ~ f -,, • •: -I" • ' :· · .• i _ ·': • : • • • acceptable .. to :t:he.·,:-~eti'te~hnica_I,_.:·¢6n;$~lt'~n·t\-rriay.: ._;:·: ,·. · . , . , ,,, , · be utilized· "air Cdµtpa:¢:te·o., ··tiJ.1,1 :.-pro-vided :, tr'a'sh;J,.'" ; '. · l ,I ,( ;; ., Vegetation' and. ~·othe.r, deiet:eri.otis: inatetials, .. , are}'..;,' . • -,~, ':;. ,· :, :'.. • .·<. • remo~e~:·'.·.:7)~{~_\:J~.:;~!;\~~tr~·~,~f:;~)i2~;~;:it\:{{,':::;:ri:r-·.;,i~Jtii{r~~j)f// .: . :i , · :; . .' T~ 3 ~-2; · Where. imphrt' ·mG1t.e'.1;fa;Ls:;.:,ar·e(;~i'eiju:LN:id ·. for'.'::· us·e; ;;-~; ::.,.:-:-:.;.";_; i' - .t ; · · · on·'""'.qite, the-Geoted-tlhi:cal_.::cort$il;I.tc;tn.t· should::\i .. . · . l I ,., ' ' ' ! ; .1!' •, I , , . L . I ; '' : .. ,, I• ·.' I \'•,1. ' ''' 't' .. •-be. riotif i.ed -a.ti .::i.:ea:st .74: hours •:in. 1-advance_ of .. ::-:< . , importing,' In ord.~r:: :td"· -s·ampl·e ·,ahd-:·, tes-t .. :· . :Jf: .:': _. . materials .::f-rom.-prbpo·iret;f. borro~ sites. < .'Nb0 • _,,./:.:tt-.. import mat\irial~.: _:sh<imld':; be del::i;v.e:red f6r::.J;i,se['-~ .. >: · . , .on-sit~ ~-iJhout {Ptlor:i?~mpl~fi~/.~n;tl:. -t~stit1g:. b~\/}.: _i. : ··,!_ ..... 'Geotechn•·c,al ·cons·ulta·nt1 ... •• ·, -, .. , •• , • , • •• •• ,.. • , , I=~ I .I-• ' "1 \ .': ,••,~t~_;:t; . .1.,')°'.t~,}.1,~~·~t'J;>1: .,_ .. ·1,~<~~:·-~;~,_-~,p'::,;. ~.\ .. ',:f_.3 ~ 3 ; • l 'r •'.~.> '\;' "', ~''• d•!:~1~:,k>.~.:\'i·~l(~-,~·\f,4l~~~/f:i:f.-f~•~:1:?J:~:,t/:~:~ ~f,:,;:J· .. ~)~t~i:~~:;·)1.:·~,~>;t ,'• ;" .Where ove•rs.iz1eti'·'.';rodc°'. ;oq;s.rm·,£:ta:i:t}:i:;i:r.edth::i }$1:re';i'"/>··~·, .. _. ,' ' ' "fua £er i al: ;f s·,::g~ne·r'.a:ted\ dti.1:1,:ng1~' gr:aa.i:ng, : i'.t, 0 ts/P,;:,.,:f ;'./ :.:;. . , ·~· rec.ommenii'e~:f, _wh~re pr~ct"i'.~al:'~:. to.· .waste_ ~such:'.·~-.. '.. ' material. ·0ff.;,.si.te·.-·6r -o·ri . .:.site'. -lri ··areas, :: ,. : .. /:· ·' < 'j ' I ' : ~ '· .,..··--! :. 1 ·.·· -· . : . >; · ,; -:: :;:-?'.· >(. ·. -:·:: de·strg-i4l·f1e·~::-:~s: ;i;.-~la;.f':t--;{i~:Mri1:f"' --1:~:t~i~tt, _,.;\,~:t·1(' :.:.:.: :1' .. , • ; ~,,· •• 1. : ••• •• •• -• -•• :. ~.:,{: •• -~-,.,:J.~,--1· .-d-.-.... _!·.,.=··,,J, ..... ~1-...... , ,;.;-. -·-. --~ i'.i,,·-.,"";;-_ ... , .• ,..:·:,. : .. _ ; ., ·:· ·. -/' · •• 1 •· \ • ·." • areas·".;'.·.,.·'Roc;k.: p:li-aceo\!,:1.·1:r,;.,-1:t:s,pqs.~·i_;tar.e·as .;shotrld,r, · . , ... : 'be placet;:1-' wi th>:su·ff1,c;i'.~-n-~,1.;'flfr~:~:)J±:o~ifill,, voids·.·-'. ''.. !-, ., .,-·,, ' -\,,_, ·-.:1 ' 1 , .. .• 1; .... '· 1 ' •. I, . " . ,, .The ·ro'ck' ·should· -be''·cbmpadced., fn:t!Ll!ts -to·--arf. , .. :··:. :.unyieic!.ing. cond):t.i-Qn,.;".i-/T:her:_a-,fsp6:sa'.t a:reet".,·s11·ohia: . · .:.be _cov~r·ed·/':"it.h: '.-a1;._: ~Ei-~~'1:"J.t~;r,J·e·_\f.~-~t 1~ 6~ ': .. \:~:.'-· :/-t:· .< ,·, ,.. . cqmpact:ed. filL wn·i~c"ll· ,·.1;:s::)~ree. •of ,;;overs1.zed-·.\:-'C·,: : ... 1 · · · <·,:, ··· .: material •.. :The:.-'-uppeJ:!,·i:t:ha:e·e,3 f"eet:,:'.':should. be·'?;:·;:;c:J( . · _ :_, : ; , placed , iil.i'S.CCO:(d•?t,rice·.?wi;th'. ,,the-.gti.';J.delines ,;fch\;\:_: ·.;··, : ·, . ··.··-compacted :fill'· bereih ·.·,.-·'·:.·">·. · ·,--. -.> ,·, · . --·· -c, .. :.,.-:,; -· · .. ,_,'' , ,':_ :· ~ .. ·:.,. . .:":, ·. _;.:.,:.: . .-,/.-.(,,','.' >:,:,\~lfi1~/::;:-~;i{,~1-;f:~tt;:::'. --~-~~;.>~~-i~-;·i~f:ii,t/ ··': ,; -1.~ 3 ~-4, '.Rock"s '12"_;fnchi:s ·. iri ·"itfax'i!muiii:1.a".ime'rf~r'.ifon ··a:nd.1)(':,,::E ~~\· . : "· '. _ •,''1' • • 1 '• ~ • '• ~ " • r" • +• 1 ~ • • ... • ,. , t,f,r: ~•;.-;,,h,',:i.-.,·· 1 ~ ; , ' • ' .. , smaller, ·may;-1;:>e-_util.iz·ed-:-.;wi.th'in·-;::"t:he ;_co:mpa:d,tie'c;i-:;:1:,;:;.:. -:·:_,. : . fill·; 'provicled ... :t,:'h'~y' 'ate:'}plac):'ed/,ifr~';~uch/a-::)fia,rin'er,_:.:.; < ·that :pest;i,ng of.· the· r.o.<i:·J{ il3 .. ;c;tv:o·ided. ·_ Fi.;l:-l-.)t,,-:;';-i( .' · sh quid be. pia.¢ed:· ana: ··thoroughly:.:.·com1.=iadt:ea,t-:;9vElr-r:.f-/_,. a-nd ,arq.und all :ro:ck/f:}rhe_~arnohn,£'.:.:of ;,ro:ckV;~ihq_-q'ldi:: .:;j ·, not -e~qeed /40 .:percen-t;:___:by ,_d'ry ·we~g-ht:,,pa:ssiing::,the}:-· ·l«, 3/ 4..;in~h. ·~)!:eve·: slz·e ~,<··.-:·!Th~'-/1;2,'.,;-'ipch}a:nd ·-·, .. {~,.-:: :)\;_.<: __ '.' , , · '· · .· 40 p~·rcent recomme.qq.,aitii6n's,: h~-~ei:rt{may.:·.va·ry: as;('<:·~\ -l ,-:: ., :. .. · ;1, · ;.: · ,, ·/i (field c6rtditioas . dicta::te,· •.. ,\: ·.-h::,.·.:.1 .. ,1'=-·,. :,-·':.-· ,: , c-'.:~;1.~,.J·;.A,. ·./,--.:, ) _,,:);--:. , <---:_/_-.{J/\; . , I_). :: .. ..-:-.. : .. • .. --... :; •. /._. -~-r.-· .. ·:_,~:: .. :.:~~\~,:;:1;fit:ii:{1;Jf?t:~/;·t1:/-;;Jf~~rtJ}-::,.:{t; .... -! ,!. 1 :· i · ··" · ·t. . . 7 ~ 3 ;. 5 --Dur:1n-g_ the, course'_· of "~r:acl~rtg:'.:,<;>p:etic;111;:1:o~s:·,y:_rock·s:~·-_l_;' ,. , \(.~ H/ \ r:1 · ,:;.· .·' ·.,· · .'·.",Or_. similar·: irre'd~cil::>lt:_::·;ma.·t~l;'.ia~~;,~;grea-t:e'(•',,:thani/:r:: . ··, ., ... ·, ,.,._ · -, 12-irtche~ maximum: /dimens;ion:. fove:t:s1ized .;,·','.t;,;;:_.,ji ':_:\ 1 • :· , • -mater ±a1. > .may -be. _:gerter.·a;1:;e~ ~ ::}f rrh·e:s:~: .. _·rocksX$houJ,a. . · ·-· ._,.'not __ be p1aced_;:wi thin-it;he,-99mp:a9t;.$de,f ill,_,tt.n-1:e.s·s,_-· _, ! 'i' '' . : -, , ~:t-·: . · ··;-placed.-.. a$>recdmmend$d._,by::'tl:i.e-,GE;!_oteb'hni-c.a':t~,./-,,<<· ·, . ii .. , ;:. :,:,:; >W , ;:. t \ f ;:?0 ~~u~ ~ant,:,· i . },c:J.:,f)\}iit,;f lt~i'~;;:::; :1gi~Ji r,~iw;r,,~{l. · · , · -_;:: · .. :· -·· , .; . ·.: · ,:,_. ,~-7.·3.~ '6 Whe·re: rock's.-·.or· <_s:imi·I~:t·i' r-irtjed;uc;.t,:0Ie(Jmate'r1a:.1,~·-\'of ,, :., .'.':,, l --,1 . ·.· -n .. , -· . ,; ' .. r.<' . ,' ,-' ,'. greater ,thari' .12, inche{~{}bu:e .. iless·.·,;t:h_:~,n-.,.f.O1.i'J:\t,~-eet;·:~~·:\\ -,.; :! · · •. :, , ·:.','. · -·: • · · ·i'· .. 'of .maximum dimeris·i6'n·: a're·, generaii-ed1"1du-ri-ng,,,f ,:, :f+Ah-.: 1 ;. ·1· .t. ''1· ,. ", , : , I' , . ',.:-:.-grading, 0J::i-01:-herWiSe·)ieslred._-,t'OJbEi.pla'ce~r;Jt~'.t"{:;./<;.;., • 1 ' • wi thi.n-.· art· e·ng-ineered ··f'-ill· ·t·'spe' c.i·"a'l·····handli-ng' ·1:;£,n,x:· .. _: :_:::; · •!: ,'!_~, I ' \ l "~ ~ ,,,, ~ ..,,,. 'J .._,~ • : 1 , , ·-·: ••• ·accordance-· wi t'h, the .. :a:cco_mpfu.-nyi,-ngi~ Standard;,~-.;,;::. __ ·-.-~,:-},/;., . ' · , ; .. :. . Details•-. .{ s '.te·corrirriend~d-~. ·!:Rocks ;,:gie-ater tha'n i',· .... '.~, :': :-: , · . 1· :. ,, ' ·.I i', 'I . :"_·.:<·.,four ,f·eet'.: s·hoµl,d. ,be.,:.:pt:~i~:~·p.-1;dowii.\~;6r.:·· ,disp9s'ed ::;r~i.-:5,r -~; ;:~;) ., · .· · ·off-site.< Rocks u_p\t9'·(fe-ur --fee·t. :·maximum . , :·Y;~e·:t:,r,: ·:. dimens·io.t(',~h-o~:1d:":;be' \:p],~:ce4:.;,be],.ow};t:he uppei'.i':??.:tt+:~\-'.: . 10 _ feet of;,:any .f ;i:l],.;,·1~n¢l\sho·J.ild :.·nob · be . clos.~:;r,-. ,;(\,\· '." :_:_:.· than 20.,.feet td .a-ny.?slope ·,facel:.~ ·whes,e ... · , ... :· .,::~>.-·::: · .. · l. recommendations :.cou.::ta_,.v:a'r's,:-,:a's '. ,l;'ci_t::"iti.ons,:·'of..''/}:-{. ~,,'l improvements 'dlcta·te ... -:1\·Whe'r:e:_··p-racticaL; t,p ,; .. ·W:/.-~V '\. '!'..'' " ' -', I • ,.•. ,, !,. ~ '<,/ ,',,:·, ,: \ < ' •' :.,--• ,;r /~t~,/:•i;,..:; ··oversizeq. material $'lt0\¼ld·,'J1ot.~.-be:,placed,;· below±,, -. 1- area-s 'where· .st;uctu;re·s,'·o-r,','.'dee'p\t!-ti.J.ities 9-re; _;-. '. pro'posed. --dv-~'.fsiz-¢d m~.tetial: should be,.j_jlaGei:l. :· ' in windrows on a c.l~ti-fi,· 6v'e·rexca'va.ted. 9r,_. ;'. .. ·. '. . . , ,! . unyield.i;il<{ cotnpc,lqt'ed ·f_f:Il. ,6r· _;1:irm:,_natura;r_.;:<:·!:'._,;. :.·. _ , _ •.'' .. -~. ~ -~ ' : ' '1~1j} ;: itti~J;l;:d :G~idlh( ,_ .. · L ; .. i :: ';,.; ~'{};i.;)]1{Ii1itt~}i~1f 1i~ I\::,,, ·. :..: ... ,'' : f o.r . Gradi,ng P:t;o Jects .: .... , · .. : .. : .· . /,: · . .-· .. l ·/:,•;'/,~ ,,,·;~. 1, "'•,l't,; ~('.·t.;\·, .. · .. >,_, ·: .. i-J.:· ·, · , .1: ·r;'\. '· , , ·r.···<>, , . ::\"J:}t;,{l;{';:~~iii1,lif¥iti~t'"'~~tj}4~#1~1{:ttJ'{:,,-·· .i l · 1· .· · • ·•• ··:. ·,grau:na:f;surf ace:·.''·. ~: se,Iectsr.,nat:1..v·· .... ,. trrpc:ortea-:.r~;t:.:-· ··r--· · 1·· • 1 •• l 1 ., ... ,_ .. , .•. g:ranulal~1.$oi:J;/(1s.~·:E-.::.';:_·;'~·O'?fdt}hi'g:h~r'·,)::.·sho_u1d:.:'.M~?· ....... . .. ·. j ,t· . ,· ·.· "placed:. and ·.,thbro·g~·l!YF·.:!f":l"(foded~.·ov:erfand ,aroun_d':::,;; ·/. i · • r·. ·; 1' ; ·.·, ••• ·;:': , a];.l , Wi·ri,d±c,wed; ·,·r·.ock"/·::';s,-ti.:1:~h';':::tn·q:ti~fv:0£ijs . ·ai'e ·.fflled·~·-_.,. ·,: · .-. i:: . . _ -1! ~L :>:,. · ·· · -.. i :.::; ... ": :':: '.' _::w±nai;ows,: of; :;ove:r.s,$'z:~a.:{;.ma:~e-~-fatii-'.~-lj~u:rd:1~0~:;<{J-<· .. -1·r,, ·./;_'- 1 :''i ,·. :/.,:i:''' ' ,::·, :~:!~:~~t~:~i:,;~)tt:~~tt~:~t~!!fi:J:~;;i-;t\'. ,,., ., 7'; 3-~ 7 -It ·may· be ·:po's,si,l:He;'if01;'iii'its'pos-'e\'6f,:r::indi'vidual i' ;:;> . · ... ,1argei:_:r66k as ;fi-e1q· .. obnditions.i.):H,ctat·e ,and'~:a;s' .. ·, :·. : · :recommended by :"the. Geb.-tetchnical::·consultant at , .. , . ·• , ... ,··.:: 1 :3 :·a:: .::e::r ::;:it:~r:-:;i~z,~r).~~ii~Jf}cf~Y.f~ti ·,;it~: ' · .f : :Geoted1ntcal 'Cb~s;u-ltant·.'shou.'1:d:,tio.i:, be ::.,.it:i.l'iz·e9,/ ,· • • ' ' ': ' ,¼ ' ':' >£ :;; :a:. 9 '. ~:~i:,:::~:::;:i~i:tri~·ti¥ttf i,1.~~\\ti~~)~tr ti ·-· · · ' · · : . . , the: m_ater;-ials', -trom,-t~e·'·.:e:ut:i,a:na/o)::!]:>6?:'+'6w:;zaz-:e,a~l' , . J 1,, i· ,.,'• ' . ' : '; ~ • I • ' • • ' l ~ : ·; .>·'} ;: .. ,, .. , ' '1 ·' . may result . in'·s'o.il:·rnix:t0ur'es;';-. whi'c-h1{posses·S··_.,;-,,{-'.;;-· · .. ··. ,' -, ; • ~ , -(< ' , ''l ' ---, • . ! : -• • -\ .,.: tt ~ -,. '•." ~· f ·l: ··: :: . ,._: · ;: uniqu·e'. ph1y.s'ical· .prope'rb:ies,.~:.·::·.Test:i.ng:, may J5e::.;(t·J ... : -, ':2i. :;; .. , · · ·. i. !' . required of 'satcfple,s :obt~i;he'tt:q.ir:~,stly fr9'm,_:·fJfe_:,.;_ 'i 'fill are·a.s" -in. ·or·de:e -tQ.~~.vet·.j.fy1:::c9riformance' wlth:;·, '• ·,' ' · .! : · · • .• ·the specif i cafrons .·i\. P~.oces"~:.t-pg :\q£ . th.es·e··,· · :,n .. : -\· .. : · ',:: ·-:. ·. .. .-· I • i, '' . . : ~ :· . , \, .l ._-:'.-/ ·' . additional samples.-·may ,;t~ke tw0:i'::<ir .mor'e-JJ6rkl'rig·:' ·. · ·, ·days • Tne .. cont'r.actqi/;may· -·~tiett/:to~t'.~mov;~.'.?the'. i <. . .. , . . oper at~ on·. '.to .. otpe~.::,at(~~:ii·,,:iYT·!i; -ti~:itfF4/ti,he.: pr:o·:~jec·t;\:~~6.i : -:·· may continue···.'PJ,a·c.i;'h<J.·~cx>,m~ci'9tec;:r.£if,.i,)I_:: peb.~in'g·_r . .;" .... · .. laboratory. and '.fie,ld,,:):;~st .. ):e_iro:Ji.tS\(.;;( Shou'ld he_",' . . ·elec't, the .\;~co-nd' .. ~1t-~r:na.tJ.\1e;;(~({1ft{:i?l.aced.,-_.is. :. ·.; ·; 1-·.i :· ! . : .. ·.;i.·.:: .,· · . ·,_ ,, qpne ·.:S.~:·at;~ th~',':0~.~½~~f~,~~:~;::~;/~:%1,:);~)l//~)f;:).::&~ill>i~.J_( .. -:-.t · 7 ~ ~ • -;LO·· Ariy ._ fi'll.' p.Da:ced:, tn··:-i~t,ea1?-:'..not.':-:prev~ous;I:y/?ii1~':-\(f 3.'.'. t··. -:, .. 1 •. : . . • . .. reviewed;~ :.a:p.d .evaiu:~t-ed· .-bf: ttl.e.·:.-Ge·i::{t:ech-n..i)~~t}:}:;;-:\::< : '. i :. : Con•sultatjt, aricf/or·,i·n-:otl?,~r ,area$,,. with-dutI't~?L::':· ,:- .. ,/· ,: , 1 · pri:or_:nottfi-cati,o·ii to,:the·!_.:Gecrt,e,ohni.calj;.::::,::\\~/i:::,;·:· ;'.'\· · ':: :;-: ' -: C-ons·ul.t,an~ may r~g,Ui:r:Ei::.:,removc).J; _Jmd··f recofupa¢t1on. ,·. ··_.,_ ·at.the· Contract:or'sl:~xp·e:ri,se • .,_\:iD'ete+miriation,0 6f· .: ,: ' I ' • ' , -,, " ,,, ' -; .j:. ' ' ... t.-• I "t ove·r~xdavatio·n:s, sho'.~_J;.d :'be·;·ma.<fte\;:µpon, ·revi~·w\'of: ·, :· ' '• ·---field. 'dond'Lt.i·o·ns'_, by.;.;_:t;·.he:.:G!9otedl\n·±;ca1:· .:::··:. ·-./::0:i:-;: t:·· .::\.( ; . •.Ii · · ;, : ':' :.:.••': ···•'. 7'.i": Ilc(F~£ if"st:::u1 ?~·~..":;;t1f ~i/1l:~j:;~ 1 ~}Iifas}i{!~!~M!i~~ijf ~if ~ft:?'\·· .. ·. :t :r:·,-:>\<:·.i· .. ,., . i'i'f.4.1_. Unless ·otheb:wi"s~:-f'ecomni~n~e'.ai·l5y"PC:~·ne··:Ge'c.itec'lin:t:cal · . .. ' Consu],taht ::atj~_ '·:,ii:p,pt.6'ved--,\(\y :,bfi~·-~reg,t:llat.i'ng ;;~ \., . :l . ilgenc:i,:es:,, _:'pi:fif.riia:ne·nt;. .. _ f'i;1lfisto'p~sjstiould' .,>ndt:(be;) · i steeper . ~han ·2'::l :+ho·ri;zontal. ito.;~ .. v~rtical ><· >.. . . ','q ,. ; •I:'-,• ' .. , r,.L,. ''}··, ''~,_;I. . ' ~ ;', .~:; . ' :,, ••• ·:·" l '1·,· . ... ~. ~ ~'· ;• l '~ '. . ' !, ., .:(~:J:;r·!··:'/Ji,,;j'.:.•; . ' .. : ;,: .· ,iii/: •. : •· ;;;.·,.::.:_}i>:,'j:\.i:s}t~~~~11tf ltii;'.~,ri;i/,i-:::f it 0ihi:-: •.. /· ·. ·"j , ,;. ,. ,. ,·Standard· Guidelines '· . ...·· ;.c'•,.,1 ,, ,, r«"·,•, ·. -·.~-.•.. ~.i,,,""'9·1·,•'.;-·y,~·;;·,·,.,, .,,.,,,;·· · ,e,,·16"l,,'.:, · . · · •. ~;:/.: ·····}{ 03:~.adin~ ·.Pr~j~r::'·;;.,;{t\iiii'.i~f ;,\~~~If i;:1t~it~!ij\!~)1:· ;filitt;.· ·.. . .,. I ... , ' .. :_ ·.: ~; -· .. h ,'.ti1.. --· 7. 4t.. 2::"·. E·x~ep't'.!:i~s··i-lp~c-±t'fd.~Lly-1,,_, :cirilm'ri~~a:-~a.'.'-~,gt.tfl~i-',. ~sJl\1&r1·-~_;·.::r\ > >. ' I l • > < ,.• ' • ' .. ' < ; I , < 'I { , ;n . , . , • ,•• 1 ._ .,, •,r > • .)~ ,,"';~' • ,,; ,' I \ • • > '' ,1 <; •• ~ , •' , , • ~•:., ,• • . • · , : .:i·, -.-·, ':. · . , ·. · , . = ,, as otihe:rwis:e· :·pr.ov:id~d~~f'or. ·:'1,n· .. tt'hese. "grad'1·ng!>: . :-. .-· - I 1 j ' j ' , l • ; j • > • ', • t -• , j • \. ' '::1 ~ _ • f~ t_' '., ,._ , • \ ;~ • I , ' f I ' ·. 1 '. i 1 ~: :, : 1, I< : • • • • gu.idel·i,n~s, (.R~'f-~r?q.c~itt?;• .. 4'·~ 3 >\;~·?·col}lpaqted. f illL : . ·: I .: ',,_ ,, ;i I • ,· .-' slopes 1:should ·be·:,ove:frr•fu'1:1il:1i-.,,ariq~;,,.(iut,",back'.'1to,•,I,:.': i' . . · grade,,-texp0.S.i.1tg :t::he.;_ftr:m\>::'coiil:p~foted' .fili:' ini:i'e·t. I' -, l ' ,,; I, "' core ·-"'.: .. The,·· acb;rdt ·;arno'up,t <'bfi, ·:Ov.e'.i-buildingC_may;· ·: ·'; , · · · vary-a}s., ,.f·;[8·ld:~1:9Ctri<li:t~i·.cfiiS~(dicta:,.-~-e ~-,~-.1 If, .,the. · __ ,"" ,_ > · · ;' des.ire·<;l ·.·;resuits;, a::t:e: riot:. ,'achieved>t· :the :·exi'sti,foj.-' I '' ' ''_), f,. ;: 1 , :I'. '': ' slope~ spould'-• be:· ov'et:e-x,cavatea:· and, recon'strtfcted .,. ,, under .the," gUid-elJrt~·s·;;of,.:.,the Geotechni.caL, :\,, ··-. ' · :. <>:·: Constil.tan.t:. ,_,,-';r'h~f.c-degr_e'e:loi::::ovet:b~ild~ng_;';sha·11·_:. c. ,•j I '·,: -, ; :;, be 'ihc;:rea$¢d,",U,nt±:;I:,• 'th$· ~~sired~ .''Compacted',,•s1ope>:, ' , ' .;; • · ,1 'r: · , surf ac~ ,·€:ond-:Lt:. .ton ilsi .. ac.hi.ev'ed.-".·:~-Care ;shoii:.lc:f" :be /, · · 1-' •• ·., ;__.:','.,taken: •by . tne:.,c~µ'£.:£i:1.btb·r>-t-o:.·:prb.iide, thor:do::g:11/\ _:,_._ .. ,,. :·-· . -(1 ·: ,:: ' i·: , ... ; i '. mech·arl:i,~a;lt compac:ricYn1·.j:io· ... t'h-e: ·ou'.t~ri edg~r:·)::>.f_:;~ithe. ? ,:_ , · · . . :.,:' .. -... ;'' I_', :,.' ,.:· i,'.;:., :;·. _:, ... ;:,:_·::,·_\:_:_·0 ~~~-~ii_\~f~~:-~1 : 0 f~ :·.:,~fr~t~~::;:;f;f~ift:::i;1hi~:t2\::f:J~ii~ii}i%l~ii}' ·.:·r\:;;., _ ':· 7. 4 ~ 3 . Al thoU·gtf '.no , constr·ut::ti'on\-pro'c~dure}prod)i·cfEfs·:;'.:. ,;.<: -C 1 : ' .. ' ':.1 . ' < .. , ,, t" i ., I . l ,f ,·, ,, . ') ... ' '. l ·• ,f .. r :-,. ,. . . " '. •• l 1' • I ' I I" ,'. ,t. ' ''' "" .' a slope 'free-, fr'oin risk 'of. eutu:re::·movement ,· ,.';, . -' overfilling and cutbin~·,back.:of_·Slope to a<> -.-, compac'ted. i.p:ner ,cb~e i,s; :J;ri:11,en .. :'favot-ner _. ·, ,-,<\Lr·.L · ,· constrain·ts,,, :th$· mes:e·. ;¢1~':~f:i::ab1:et~:Procea-ur:~'.-'·?;:(t·,:(: .•; Other. ·_cons;t:t~j.nts-·, · hdW~V~I.:_,,-' rnust.i/oft:ert be\};~t.:.J:· ·, \ .. ·, ' •' + ' . . i , ; r:·. · .. , 1· ·'. ' : ...., ,' ~-. ' . . ( ' '••1'., I ,,1: '. ,··.I ,,i ···. ,·, ., ! ''' .·. -· · consider ea··. __ ': Tlae·se::· -:co_p'.:s't):-:ai.n::ts;, 1na-y · ~ncl:pd'«f,>_t{f?\'. \~·-.. • property ~ .. 11·ne: ·si tua ~ip.r1ssJ/:'a:~¢es:$;,\ :t_he·:.}::r i_t:r_9a;L1° ·... ; _ '' nature :of.· the' de"Ve-loptnenti;'.and': cofit·~, ., ,Where;;·su·ch'' constrainf"s ar~ ,t-d.e:n,titl~a.t,-' .. ~s~~pp~·-_c_fa¢e; .. _.· .... /~/;"..)_::,-, , ·. : .. compact.ion. ~t.,be:··attempi;ed:.~)~Yk;p'Gln:ve.ntio'naJ~{.->"-· ' ' ' constructi,on prod~d:\tr,es. ·i:nc);u<;i·li?,.g·;_backroll,i:'n~r<, ~ ;, - ,., · : · : · t~·chniques · upon:.,: .~pe·cJ,'f:i ¢: .,recoi:nm~nd'a:t ion · by . ·the,~-'/ : .: .. : -,-, ·:.·: Geotechnical co):i~µ_lt'aht'..,(\ :: ":..· .?-·, .:, : ,,-: <!'.'.: .. ··<}\ ... :: . .:.;:_,: ii l .,•,;~,~/ > '. • ', 1 ,1 : ; •; ~-,.;;·~:>;-,~L·~,1;,;}<i:::;,'~~.:i•:,ii1~~f~:{):i;i:(~:}.:~;!Jj1~:/.~t~'i~:~~::/.1~~:t~{1::,~r:·~~:,:}~· , .. : ,. · ! . A~·f a'.sechnd.·'be.s:t_-,.a:i:t:e~rh!atf4ve'!''I·o·r·, ·sloI;>e's1i;'(jf;:-J;;f:l··:.1 > . .,, .·1, . ', .. . ( ho:r i:z.ont~:i.: ':tQ. y~r.:tJ¢aJ..) :,.;:p'r .-il-a~'1i·e'r ,, 's·l'.Jpe':};,,-;\.\?·_:'./·: . COilStruct:i'ori· ·Ina:~{ he' ,a-t:temptetl\·.a,;sf·outJ.:ined l;-::;\:;,,r;-:;, ,.i:;-,<,; -· : f -,.,.'~. he·:e~:~~~_.,.-:t:11~:_:,:p1~·c.~~~·nt;,:sh~u)te(~ifoqeed;:,1.n:.~-i}~d}:::/fi:;:_:-: thip. l;i.ft-s;. l-~:e, •... ,:: ,,._s·:i;~·: ;po_ ... e.i:g,hti:;:;1-nch loose/J1?r~/.,.::,·;-:·:-.· ., , thic;:knes·s) .•. :"lta:c:h:, liJt ·._sh.<iU:id; :·be,;,.moistu:i;e;Jf.1;;':.1;;.;·'·: _· ,. :,' ·. conditioned:_ a,nd,,:t&or:qti-ghly, compa.c·ted •. ,The:·,f<) ': -,_, 'desir'ed rnoi.stut-~·. co·ndition-.should-be -maintained and/or. r.e..:.es.tab:i:l.shed, :where· :.rrece~·sary,' -during the pe·rioq ,-Qetwee,n · s:'ucces·sive ];i.fts. S.elected lifts· should be· tested.to-as.ce.:i:rtain.that.·..: _ desired.-compactio'n;,)s. -,1;,eih9, ·a,ch·f"eved •. -.,. car·e _., . should , be. ta;ken. to:·,~xtia·.Qfhp6~pa,c:t1v:e .:e.ff.oro.t:}t6,:. ; ~he outier, eg._g~.'i of·:.the. ~l_o,pe •.. :.:."· Eac.h .. ,li.f b :~rh:ou,ld. ,., .. _, ·.,.·eiten:a horfz6iit~l-1'y :f6. the .. deii~ed/f~rti;s:jl·ed:.; · ,- ::: slo,pe surf ace or. ,;rnciI'..~ -~:s .. heed~d ,.;to·::ulti:mately ' _, ' .1. _. 1, establish. :qesired, grades .• :_. Grqde-.;,dtiring;:· ... •. · . _:. ;_: -· . ,t> ,• • , ,, ',l•' -tL{" ,' :';'.:,·; .• i·:~:t~;d __ Gtiid~i~ ries . ; · ·•• 1 , ,:\:. • ':} idif '.~~t:t~Ii,ii}i!!~}j!Jl;jl~t'. ... .· ·: .. :f .. for Grading ProJects .... ,·,.,, ., ... ,,, , .. ,,,, ... ,., .. -1.;.,,,·;1-"'"'· ,· ,,_ .. _ ..... ,, ..... , · :\ ·_; .;~'.r .::· i ; . • -· , f'.: Ji'Jf }f ;;;tt1:t:i1;;tl!li:S)iMr·· ];iiiil~i)\tli:Jj , .. ' '. i-;y_-, '··. 1 '., ' I "CO!lS t;r-J'.l~ft1:tch?~:_ihe>\i.fd1,-,,fi{)"tfi;J:5~<; ', ·· ' J:1;{:,'' tcS" );tio'i::J:°-?bf'f: ~\'': .'. ·: ' 1.·t ')l· .},l, ' . ~· ":-_,.·,;~,:.;•, ... ·~{ ,t,J· .. ;,~ ... itl•">-", ~·..._ ,;: .'~ · · , , , : · ,_ .:'-, -· · _-at -the :;edgE;'::_6~_;·.-.~the, s~Ic;,p·~.::<:·i·~-I1i~.i:~~Y\:;be ·.,11elp.fu_~ · _to·,.,· · --1 ,. I I '. ',:' ,:1 ! ' :1 . ,· ,• ' •,; i'- i ! eleyate sJ,.:1g,qtly·, .. tn~_;-,oute,r:.~:edge,f,,_of. the_:·.5'lope -.·. · . Slough_~ :tes:ult,.i:ng:.· frotri frh~-:;,5pJ.atfement of ::· .. _... . ' indi vidt;tal. li ft::i(;.sh·oµ·,l:d .. F{o:t .. :-be:·,allowec(. :~o'.:: d:tif t aown over :p,J::'.$ViO.U·S,: lif,t£;'.,, ', At_, :'j_;nterva1·s. not. . . exceeding, four 1f-e<3:b: _:i..ni vertical __ .slope' height. or . , the cap~bfl±ty; :of:·-:ci.tfa'.i),~'.hle ·equlpment,·-. . . · whicnever-.'is. l~Si1$,i<:t::i:l~: :s.lopes._:'shoµld b_e':, : .. · tho.roughly:_ ba:d~:t<o·rfed:::uh.i.llzin'g.,.J:1-. ·conventJo:i1a,l .-. sheepsfq6t~.type :tol.le.r ;;, ·:; c·are,,,,,sho'ti·ld,. be .·taken to ,ma.i:ntain_ .the·. defs:ire4)ric;iis~tlre :.,con&itf:ms . . . .. and/oi re-e~:ta:b:J::isll.i.n·g._ sarn~: . .as,-:,ne·eded .. prior:·:to ; ·,·_· backroiling:. : Upon achieving f:±nal · gra.d.e',:: tire,·.. . · -sl9p'es.,'s1tou1<;i, .;ag-ain,,. be :-:moi$tur-e':,·¢oridi-tibnld,i'and',,· ·:. thor·oughly backro],.Led •. · ::Tb~ . use::o·f ·a _:.s.:Lde-boom: · ;; .. ro.lle.r will probably he ~ne9es'saty 'and, vibratory , meth.ods · a.r.e s:trongly· ir:e:comtµend'~d·;.:,:,"wH:'hout;_ : · delay, SO-tas,,·.t,o-/ ·avold>C~iJ .poi;-s;.ib'i.Ei.> ,.:!:urther ;?-,.,' '' , :_· moisttzre con~Htionin·g·~·-1· :t-h'e. slopes .should~-tht§.n··).,. 1 •••• • be grid;..-:tc:d;J.~d~,;-to ... i:i'.ch'i~'1'-e' :~i3.. :ie-.lat.,t·vely smooth·{:>,!: .1• surface· a-nd· up·i.formiy._;_,ci6mpa~t._,:do.ricfitq1l·~1.··.-.. .::,\ . .:::-/·.;:;t ,' .. ,,:·.:·· ),, . !tn .. ord!;f 1J;~i--~cfri/tJi,\~~lii~;::{:d:6,J~~#:ti(~:6K};f)!i~JitX~i.;::,:(.~.:: .: ; procedur.~s;;,· :moi:s-tur.e\.·:irnd::)ien:si.~y-~··test:s/~w-f':I;~':,be'·:··: ;, :.' taken at• regular<,, in:t;:.ervaYs ~', .. ,>:':F~H:lure:, t6:.·.achieve the de"sfred' results 'Wii,ll:· lfke,_Iy:::ie·suft _,-in,·a , . · ,' •,._. recommencl,,a.tio1i bY.' .. ttie. Ge.otech.h'.ic~l Consultant . to, .overexcavate-t,ti'e·-. ·slope surface··s; followed .by reconstruct,iori·: of.:: tfo;~, sl;dpes ::utilizing. ·1: ... : , .· · •. ,, :.overfilling_ a:~d :dut._t:I;:ng,.;:.bacx:;J>r:Oced~res.;:.arid/or:. ;,: , ·., . :i · fl:l:i;th.e'~ a,t.ternpt,·',·at:.;the :cqnve::rit:i:onal: bacJc:roLI1ing:.:: l :: approach.,.· -01;:he~~-"·teC:omrnenda:ti..oris--7-may ., also ; be'.,, '.' .. ' .. : •. : . . .. . provici~¢i.;~;wl;l,ich .. ,w.qhJ;L.cL: be ,,conune}is:urate. _-wi th;'f i.eldi/: :, .. ; }, :·, ., . -~-~\:~,<· · !{·:· ·.-: , ·:·>'?'.:,:·'·:·':·: ~~n_a:~ tt°.nr:.·;.~.::-.~::;:·;\.;~:1t1~t.t~;:t/~~-/.\~t~t(\;j~}1).:/;ii~:licl:.i~it\·.'./.:·~'.>~~-::'.Ji: · · .,. ·· .. ::. · .' 7 •· 4 · •. -4 ·· Wh'e1,...e·:.:p·1·a· ·c··e·' m'·e' n" t·':_.'.:_oN·t/,:f·,.1··)1~ ;i':_.,·:a·.<:b'1_0-"·v··:e,G.;;_,'a'""'.~.'n"·:a':i.:·ur.··.:a· ~1· :Yf!s'·',··o·"p'·::e'"··.': ·.·"· :"· :·. ·. ·, .,'j'_ ,, .. t !: >" ,"o • '. • ,, .. •!, ,·t\;,:C>: ,:t.',' I,. -,I!.,.•,•, ~. ,', :,' '..I,;" , •·•l ' or-above·· a· .cut ... :Slbpe·;.;·~:s·./,:propose·c;l:;_ the cei-11,.;:: ... · · ·., Ii[ ., ,"'-, ,.,_, : ·,.' I:, '• , 1.7 ',, I; I' ' ' ·""1 .t:~. -l.r;.·,,. "• ,-1. I ;•• '': .. { ~· - :··;:·,··;_·,·, ,: .,: -: '·.·,· .: , ! .. .. ,,' / '· ' :\:::::· ... ;' ·,..1',· <. 1.::·· ,;:: : l s:lope. !confi:gi,lr·ati;6Fi .:&ts ;.presented: i-n the .,...-· ;:_:''. ·. accompanyingC St:and:ar.d. Details· should. be·-~~-;:.::·:·:. ··. I ::; adop~_:d,-~ .,): :i. _:{ /:tit;;\:,' ;: .. J:::H:;;iJ(~\?(\hLti1{ .·_;-,,:·<.;:),}~i~f~j{}'_i:, · ·.· > ',. '7 • 4 '. 5: For: pad.; ar·ea:s:":·a'..Hh~if(ti-.:f:.Ji+\·f.-'s1'opF-e.~::t·nd~i-i t ±vJ%~: ;~_i~.:~-:.'·: ... , ( 1f .. ~ 'tit J ,t'l,• • , • ,':.( I:' ~ 1r "~. r , , • drainag.e shob'ld bet:· est:-abct:1.shed'/away fr'om:J::·n~.-··:.: , top-of-slope-•. 0 :Thifs, ·.m'ay H:?e--: acciitllplis·hed :·,\,··t·,-' ··_ uti.J,i.zing. a, 'ber:m-"·a.'nd p.icf g,tadiaen-ts of. at·'least' ,_ ' ... '' ,, ) . '_,;, ,,1··,, ,>', I' ••-1.• - . ~ " ..: . : ~-. \ ' . ; · .. ' :. '-~; ,· .··: : ~ ·. ~ I,~:: :, ,: •; r: ' .• ·.·.··•· • .. · .. :.) . ; ;:>)i,;,: ~;)if)i~.itt~~irt~t:i ij:;}j~~\;?/-.. _· 'I! . Standard Guidelines . -··! ·-.-'' -::··.,. ,.. ·. ·.·_;,N. ,-:··11 ?i·." · .._,.~,·:·t,·.:.-·':",..-. -,~-pa:g}f".·J."8 :,,.·: ·-· -· , l • •• ,. ••• \ ·:. \: ._ ;·::·::,;:·:,.·:,,. :,~.-~\._:-: .. :::'":~~~\;:i.;/f::'~~:: j\r!:;·.~~-S?·~i{; .. :~~ _. i, ;'(~: :~··:l· ·.·. I , : f.or Grading ProJects, .... · ... ,,-.... ·.-1 .. ,-.,.,.-.. '.·.-·.,., ·:-.;1-,.,,.;,., ... , :,,,t.;.,,·, -\·· t · J:,i .. • .... ,-,. , . __ ·: 1 ., ·.,. · ··: ·:•·;; ···\ / .· , ·•· 1: 5,·:. '. i·bF~:s~~~ .. :I~vt;I:Ii!(tI(If Jit.!1f i~f !1,~]!li;!i!f li;\?•; . , , , . -i. \•,· ,· '· •' · ··1.S~l Off..l•s'il:e.:-'fiJ}f;-sho.uldi'~be·:·.'.tfela.,t\\i'a!tfh:"tne··~AsamEh':':: ,·_ /· .. ,. . . manrier : air-· r,~d~rnrne-ti,c;i:e'd ; __ i~/,.tne·i~:.::~_peq:i;f ida.t:ioh:s; . , . _ . , . _ . for Sit~--~prep~·r~tion'.i{e;x:ca·vat,ioh,;· ,dra:i-ns·/ :, :,, .. · . :·. <··.:,; ... ; ·:,.::, _ .' _) '.:· ·. ·,:.'·. _ co~~ac_t.'~:'\~:~, :;:et_~-~~'.{\j~~.;·.11;~~}hi/;~-:.;=~;,J:::):;i)--;>)/~:i:\/(t~~-\';-.:-.:-> _··'. ·:, ·. :':. ,_-,_-., _' ·., ' .J'; ~7·' • s··.·:2.-,. I Q,ff-S: ·,J.,·te'.;t: 'c'a· n'·\;o·:·:n·:·{:.rf·-•J.l::.'f:"1.-·.·(isit_-hv<"OJifU(';",i:a: f~te;~·.,:-f,·p''~(1':'.a··~~'C'..e\d· ·.'·:·:'-1• n\;:/_:\};t(-,:'-;_.:::_ _:, · . I I; ,l • j ~ r' ' • • • • •f ;],\ < -., ' ~'J •,;.!; '.~ (' f->f ,':._ '; •.:,, ' • >~, _,~',~,:,·;~,.\'; ,' ',,. I• .,.,, '·· :' · ·.· ··,prepa·rat.ton-for::_-f.uture;::a'dd1t1on:a1.,f1l_r.,::a:s·~::;:·.··· · -'· · · ·,,·· .,-, shown-. in. -,the <acc(;)mpab-y-f~g_. ·$°t~rid_a.~d'. · Detai'ls-·h~:-·. , .:. , ,, ·: ·i ~:s·~ /::_. :off .;sii\::-et;~:~:fr.i>~J~ir1~~~{}I:~J~~i~B1fiV-~:f~ftl1.~:~f~~- c up.·. ca·nyon) -·snou.ld. ·.1:;>e:·su:tveyed· for future·· .. '._ .. .; •. ,, ' . . , i.'' · . relocation. a.i:1d: ·connection~. . :-': i' ;. ·t .'. __ ... ;-.,;-_;· ... ·.::;·: ;-. /. , · :. ·.·• , ~ • . .· • DR~iNAGE • , • : ; : '. ;> 2.: :':. ,: · -\::;:;}J'.Gir ;tf !Ur :~~j:t:~ijii·~ \.i .. • t! ': a·.1 Canyon_;st;t-bq.rain:·.s.ys:t-emsL·-.sp~·c-i'.:i:i:~a.1::oy/tl:te'·,Gedtecn-.hidal _ "i_ ·, · · /· Cons-ult·ant. shou1'd be ins-t.a:l:led,.in·,:acc'i:>'rdance with': the···:, :::l' ,·;·,:) \~:._,:, :, : \\, .. : . . '. Sta-ndard. Detail~-~-.: -·:<r·:;·:~;_;,<;;(:.:{;';,,,._:::1'./ii.:;,{>;J;{~f::);:/·~Lr:d)T~j,;j;,::.:-<:_·_. --1, ,,. , ,, , ·.8.2. ·Typical· 1subdrai'ns:,·for<d'fimp':'aci:~d:;lfi"fjJ:.~~i5lft:tfes·S·,i~:/~:~§":io·pe:,, ' •: ; ~• , , .._ ; I > ' ' t /1 .. ;-~ ' ' I f , ,-l l • 't • , ~, :'{ <, : .l, _: ; : ,,· stabilizations-or:• sfdeh-il]{ masse·s ';.~-kslfottld·: -be :--d.n'sf:t:·al·led ... '~. 1 \. I I' ,·, I 'f !t '. ',l ,,1· . •,•' 11•, '' ; !··,f ; .1 :·~ i ' ---' , ' ... • ' ' '' l.; -' ",·:·· ' • • '--· ,"-~ .: J ._ . in accordance· with .. the ._.spedi:f i.catiO~S.'_c',o"f :the-·\.:;., :.-. , · ' -: :-: · ccomp·an·y1· ng· · Sta' 0n·d-ard n·· ··t· a1·'1s· ·· -.-·" .--:. ·t::: .::, ·,'.;':.":.-: ·-1•• -···· • f ', • , .,, •_', a , ' ' -. , : : ; ' ~. "', ,,.-,;:,~ I' 1 .l,-;,.t-., ;.~_::(4,,1',.•,'( >1,•, , / ·;,(,::':,-..~-.,t~,:; ,::• .l°•''~l ..-, '', 'a• • 3; .'_"' •' . '' .: I ·: ; ,< •: ,// _. ,> .:-··\ .( ': ::,,,{,;\';-:;}i:~::tt~i.t\1~.:;;,ft,:;t;{:J;)':'.fJf~ .. · . . • . Roof , .. p~d and . slope c-dt:alri~ge; :$h'o·.u,1a~~::-b-efJci'Lrect:·ed'·i:-a~ay-· · ~rom slqpes p.nd areas ·_9:t:::_-~t+µqtur··es;_}~~ts1.H ta-ble:·_i ... ·. disposal area,s ,via ,nori-€l.rod,ible.·'dei1f:~'.6es,:-'(.i'~e •. ;,_;::.:-.,c,,.-. _.·· ·., ,: •' ,., . ,' ,• .8~4 gutters,' :downspouts,,. co.m::re·,te.-swales) .:, ~.~, . i ,.· · •. :: ::<,/~/~°?.".· ,i·. · , .-· -__ -.. :·.·:· -,·:._..1:: .-.... .-.-::-, .. ;·):: .. :·i~l:::\~:f_.,{t/~-::?st~::tt .... ---· For d-rainage over · so.1:l :ar·eas,. ·;i.,mmed,1ately·_'.away, :from,:'.';· _ --structures {i.e.; i 'with.fn··.';fdµ-r:_ ·feetr,: a: ;irninimum . .-o.f .-:/; _;. '.'.i . . 4 ·. percent gradient. ·sh-op.lei_.:_ be~; maintaiirtecf. Pad' dr·a'inc{ge :-_ :: ·. of at le~st 2 -pe·rcent ~h6ul.d:,be -mai,ptai.ned over _soil . areas. Pad· a·rah1c:1.ge, miy pe' ted-uced to. at least:· :". :1 percent for'. ptojeqts wh·er-e ._no :-slopes·: exist, efther , natural or man-made,. ·ot: )Jre'ait:.er I than lQ--feet. in . height and where. ·no slopes, a·re· ·pianped ,,._ ei t-her\ ... natural ·or... . ·t :,man-made, s,teeper thap .. :2:l,.(J1or-izon'taL:.-tio vertical·::;-·_. ·.·.·': . ': i. 5 ; I ,; :~:::a::~::~ ~~trt~y~~;f~;f ~]~~~~~~\~~fi~~;~~g;;;Of;:;f £~~~:n ~ } ; 1 • , .. -. , grad1ng: shoulqO )~~t miH,rita:Cned~::f:tii-<btighG,\it( t·iie. t-±f e·:: he.·, . . ,I, the project. '.i?ro.per,ty -owner~t;~·shou:\.c:i_,_..be·,:,·:tn~dei:aware .. that alt.e·ri'ng :a,ra.'in,iige·.·patte,rns .. can:,,Qe ;_,a:etr-~rn~.qtal·:· to slope ~tabf li'ty, afid' f'du:ndati"q:,n· p1:!rfc)];:mance1 .... ,./. ·. ' ' \,~ .j 5 ' ,, , .:_ !' -../. :,\ ; . g· .-; , ·. STAKING. ,_-;.. -~··._:';' ,:\ ·:;.\:..:::> ,._· J_~-}-±\i;i::/i{A~~ii:;~f:~il;;f;i;}~ :rt~tfr<:~Ut~~,i;;J~i;\: ~J--:i.:'. • ,. 1• 9 .1 ;rn· all ·,fill-areas'./. the ~~1::i1:;:~:ihdu'ld:_:p'e/cbmpacted\:pt1'6·t·:> ·; - .to :the plac~nte'nt. -of· -the<s-k;;ibes ~· :., 1This·/fp~rticu1a·~1y· :is\::),.· . . -i ., : ~:_i _.. --::t··' ... .'.: / ... /? __ ;~.-·,., · '· ;:( /. . ·. · . -r: :~:-~. · · _; .__ ·.'t,. - '., ' . ,: : ~ ·~~-. ~· : ·., . ' .~ -,, ,.--: . ·,"-•· ,·;\ • • .:,i . r: .:: ,~ ~ ' . ' . r:~· :!~;t'.· .. l:r .... 1:· .... : •. ··.····,,:,. · •· .· .. •::;::•·,.•· A}l]ii!2~;il~iiit!::ii:.{~~}\t~~t;ft( .. ·: , , ::.: ;: · :-. · -·< ·' Stat1d·a:td. Gui:delines . . . . . , . 1 ••• ,.... h, .,,·,, ... •c.-t'f'"',1,, ,,', {>'··A\-.-:.-,-;., .. , .. ;:_;·Page, l9.,;-~ ., ... , - _:.~,.·.··; r I:;··· f~!r,::~~~di ng . Pro .. ~e:: s :: : :Ht;t~:r~Ji~:Jt~%W i/?.~!~it ·:,1~t;;~~~!ij:f itt•;.•· · I;. 1 ·. ;j important on'-;lfi.Iit·sl:'9'pe;s\ ::.1t ~ ope' /s,b. ',½\3~~~·s·n6'u:t-cr~··n:~,t:{. , · ... , ·, · ,_ ' 'J.,' l i ' ·I :, :. . : .l :. 'f I ,. be . placed,: unt.;LI :.t,h~.:,.slope?Js::J:hofoii'gfily~;;compact,ed z·.1 ',. C backrolled:)· ~::i. -:tf: :stalces rnus-t·::.b.e-' plaCed~i'prior . to., the· .. completion of':.:compaction ,proded:ures·;,:_Lt.~{must ·be.··-: :: : ,recognized .that., they wil.J;:. ,be: :;reµi_ov:ed\i\:inCl./or demolished. 'at such tiine as: 't:ompactioii:· proc·edure'~ resume.:. . ; . _ .· , , :, .·. · I,::. ·.,.·,, } .. : ... :~,,.),::-:}.,;-' ;,. , .: > (.<{:,:',. . , ·-· i: .,: /:--.. < , 9. 2 ··In order to i ·al_low f·or·, te.m¢dJaL.:;gradi'n'g:::_operati6n·s ~ ·:, which could _inclu,dei overexcay:,atlions::-or;:,slope ..... _ . stabiliz'ation', .. ·appr:opriate·,s,t:ak-ing ·offsiets should J:,e provided. Jror-· finished. s:l.6pe and stabi"lizat:ion . ,backcut areas,_· ,we, .i:-'~cc;,mmend::,a:t ,lea,·s:t .a.: .. 10-foot ·-~·et:back .-... from pr~posed ..::toe13:· ~rid _:t;ops-~o:1:-:"cri~. ",--:t,).:: ;1,,,:,,:;,:./':.~-;~\'.::,, ·.· , ·_: .. ':,, .. :-\ . -,.-,,_ ;·, . .-,<: -' .. :.;,,, ·_.,_.:~ ·:,:>:--,·-·,;·:t ,;-,.\/~;};l.>~\.:>f'%~i,~f:{{1.~\~ /; :.-; lO -~,:-, SLOPE MAINTENANCE.·'" ·,, ', · •:., • ·· 1 ,,. ,, 1 ' ,, ,-, •. ,, '• , r,,., '· ,. ·,-·,,.,:·;.c·,·,·• /·J,/ ,t~,..,,.,, .. '"' , ' ,: 1 ~ , · . .. . ' . 10 :;1 •. LANDSCAPE[ p~~~~ •i ,:;r>::~tit({jjf !i~f ;:lii~!f ~[, , ~\tf.J:t\·; i . ;i\ .. :,-::,; In orde·r'' to·. ~n·h-~:ric~1J~\irfid;i;i1'/~t0pJ~t§~{~:5{1£t;lt"'.:~i6't~·e\~ _\::::: ·' ' ·, ·. ,,j planting shquJ;d, pe accompli.sJ1ed· ... ~t .tneF complet~on .. ·' '.<· .. , ·' . . -j of ·grading. Slo.pe pl?l,.Qti-ng 0·shou],d ,:c.ori'sist .. of · · ... i ;-· :\ ,} • 1 , · deep-rooting vegetation r~q-t:d,tipg l!i ttJ,.e .. wa,ter:ing/ _;.i-· · .,: Plants native· to tl}e'· sotit,h~·J;'n· ·Calif:ornia. area and.·:·:· . .-i ., :' !,, : , plants relati Ve, to n'ati v'e plaµts• are·-gep.eraily_ · .. _'._·~_: . .-.,I desirable. Pla~ts:, native.,t.d, oth~r,_.·s:~mi~a,rid and :iiiid, '·. areas may aiso . be appropria,t~. A, :t~rnd:_scape: ArcQ.ftect . would. be the-testi :-party {t9 ·. cons:ul t;,/r~.g1a-,rding. actu~1-. , ,,_ . ,. I types' of plants .:and -pJla•ntin•g,. ,CQnf igur,a-t;.ion e,'. :·': .·_; .: ,,c; ·:~ . ,; ,. . .. · .:. ·. ·. ,· ..... -.,: .,:. /; ·_-.:_ . .;=;::. t::<,l:~·_.'.t:<'.,':.L:~-· ,·. -::::-.,\·,<".'·:'._:c\.,·:\::;:,-. __ ··.Ls, 'i_ .. ; :· 10·. 2 -IRRIGATION< ·., . · :" .. : .1 ·,_, ,,. ~-< .-\i.:·:: '> .. ·;,:, .. :.:,;,:~~; :,;,.:(:_-'. ;: .,:,: :t,}: ·0: ':' r;\,~"'',l'·-'~-':' > ~.. • ! • ; '. -. ;i 'd '. '!'!, 1,.-• ; ·l ' .. ,': ·1,, :· I •• • • ' '', ~:. ·.>/; ,; .·,.,·.··_.:·\?}.',:·[i:/~-\~1/\;'.~·:.~:-;~:?.r{s.f:\~/1tft~~;i:t{~~?!.~:~(::i?~l}:\::_. •,. ·10. 2 .. 1 Irrigation: 'pi-p·es\shbtil,.d,/b~/a:ncfiored<:t-o::·:-~I:op·e,\~:: ·:::_._. .. .-: faces-~ ·nd:t placed -..-in_· t1:·ehdhes __ : e~cavatea· -:into·:~:;:;: _; ·: ·: '· slope faces.· : ... ·.: ::::;-. -... , .. ·, .. 1.~:-,'/.:.; · ., .;,/,. ·. ,L,::.J.<;; . 1: 0. ~ ~.2··1: ,~2.: s·1' .-1 , :: , •• -.:·:-;: :_. ', t::.).· ~-.. }/h\f_;;>t,l.~/d\\~·-b,:;n~t.{Jt~~!{l:i~:::d<}~:-{:I:1'.f·,~(/;-)')/,?i·;'. · .. • ope-.,:irr;i.ga _ 10:p. :S· oµ: 1; e.-_:;m1rp.lffi;1-.ze ~/., ::f:-it_"·,t·: .,.-·' · automatic, timing--.~'.-devi,ces··La.1;e:,-\lt'ilized-,:':6n ).f;i,\ :; .· .: ! .• " . irrigati,9n, sy1;1;t:em~:l' I.' pr.9vis.ions·,_-_:~hou·10.\bei'}nadef} ', : I for i,nt.errt:ip-t-ing.;:normal 'irrigati;i.on. dui-ing . ·,,;,,, i, ... 3 _ .. >: ! •. --.:· _.·1.• pe~~~as · .. ..f.::_._t,~-\~~ttft~i'I/:i1tidt&}i(}~~f:-:} ;·:··.::;;:/i\·:.r'.'.~;}:.\;_:;· :· , , -;., Jl0 ~ 2. 3 · Thou~-h riot::;a: :feq.1;111r:emen:tiif~. oop-$,~:d'e·~atto·n;·.·.:·should :i. be g_iven to t,he 1n's.ta,,lla_.,-tt,1,on,1_of_:-.near-surface moisture moni t:ori.ng. c0·nh1;:Ql ,devices.. Such devices can aid · in the ma:'intemtrice of, ' relati veny U,I).ifo:ni· and_'' reason~bly con~tant:: :: . . -, i ·:. ,·mdi_st~r~~,·:~~~~.:tfo:~t3_7.;:;f:}i~/r ',if;tii:L~1;/.J:jft:')/)S:t;\::_\·;-;-··:: .. , .· .10. 2'. 4 Property ·ow:ne-rs iS:hb\i:ld/;.be\·.mad.e.:::,awar'i:f_ th'a.t:<(·:I~, ;::·;:.: . ·., ' • 1 ! • ' • i' , • ' t • ,..~' ~' • ~ ..,_ .·,-•,. I . overwate-d,.ng of s1opes.·. ·,Ls/de_tr'imentaLdto ,-sio:r;,e·'..:-' .. 1·< .. '. ·.' : :.stabil\~t;;;;.);;if t/ilf ;~;;iii}! ti,;~f }\t)~f ri{l\)~j!:::t ·. · .. ". ., . 'a, '11 ' ·~1. ·: ' \ -. '~· ·i :f_,.:, '. '', :L :. 'l i :r-··, ,,, I ·i i . :-, ... ',, , ' -:.-. . ',;,, ," ·.;:- ::· stahd~rd ·_. Guideti·nes · !, ·.:: for, Gradf11g, Projects t, ' ' . -;, ' , ' '• ; '', '· ;t0.3 t MAINTENANCE,:1,/ ,,.,,l·i•,,,,.·,;.;,>·,-, ... ,1 .• ;;J.· ... ,f. :s .... ·.,:,., .. ·: ·,· ·. -1 , ":; -·: . .:., , ·· -: ;. :,:·>:,:·tfii:!. ;/:i:i~:\/~Hr, _ . _ . ~} .. 11:1 ii,. ,,.,., .. ,1,*~~1"-·,r}:J;{t;J-Jt'>--· · · · . · ::·, 10·~3.'l-.Pericidiil:c.:J:nsoect-t0n: ~·';i_pf:,'.)1ila,~cf~:. ,,e '.'t,sJ:6oe'.rs;a:r;ea.s.,· .. [,::·-· J ' ~ • I' , _ •' l' ~ ; ',!'' ,, '' ,. ' , . l ( • , , ..,_ ~ ·--~ .• 1, .. : _,., •• -,,,. '• ,L•: ~\.• , ,·• '". : I' '. -'J '. p -• • ,1.; , .,. \.-, ~ ' ··spoµ·~cl·;he 1PltHlh~d)-.an;a>-appr:6p'rI;:;.falt.e::-Iheas.rire:s:\:',, : ·shb'tiid'::be:· taken :,to.:,:·c&n.tr6il:'';we'e"d'sI~and eriha:n:c~.-.:-. _ _. . '' ' growth·-;:,of 'the.' lii·nd~:¢ipei~;:p1apts ~)/(:som,i 'ar·eas~:· ftlciy.· ·. +equire .1o'ccc1sf'.oµ-al'i,'£ep·J:a:nting: :ad.d/or. re'seed'in·g • ' ·to-.~ 3 ~ 2 Ter;~~t-:;-~:;a-{ri~{,:·;~ri:J];~id¥ii~:~,~,}~i~lJt~%it~1c1\~b~:;.) ~\.)·},:_ . ~--. periodicaJ,.ly-: :i.ps,pected·",and r.maJ:ptai,ned .. -free ·;of,. . debris ·• , · :oamage : to·: .. dr'i:(:i.'n-a'ge , ·.impx:ovem_ep-ts-t should .,, ... ·.. . i -P~e :··r~rt~:t:~tt1;·t7~~t:,~'.eI){.a:f ,b';~:fr;;iti.tJ:~}.fjjiJ:.':_::·;;{;t'6~)[{il}?~{i./i ,.·· ;. 10. 3. 3. · roper y_: owne-r:s;··S'u0:l;l · ;'., ~ · ma\:.tetawa:re'·i\. "1:i'a1..,~.:.:!J.:' :,::' ... ,- bu-rrpwi'ng ', an~.mafs; :e~p' ,,:b~:, ·detr.im~ht'al.f;:-;t;:b~~;?~:~;8p1i>:'. '. stability~, .. A _'preyen,tai;:,ive-·p:i;ogram·. 'sh'.ou1](ar:be · :·\:,-'I ... · established .:·to· i cqn'.t,ro,l .. ,,bµr:t'owipg:·,ah:i.tnal's:~.i1 ,.:.,.':';.' '\:: ;. ' _· \· i .~ ,' ·, -:·. ~ , ,: :. ~: ,:~· ,_:i,:~:, ... : ;·~ \ :,: ' ·<:.,:~-'.;, ~-~ ~;;~ ~' ~~v;;.~·. ~}~'1;1/ ff..:~;: ':1: ~:t:~ef}.:~ -~1i:~:\ i~ .-~--;~ ,!:~~; ,:~~~(};Jr}}~~--:·:t'l:, . ! i-····: ·. ·, 10 .3-.4_-·As a -precaut:±ona·ry/~§·a~·tf:f:'.·et-,,)t,Ias;tticns'I-1ee:t-i:n)1<i .. ;s-., .. :: : . should be. readi.).y .,availaole:i:to.r:::·kept ·on :.--hand,·.~:.. . \( 1. j · ,'., · . to protect,:_all :· sloiYe· .. a:r.eas; -:E,);'0ntfsat'urat;~:_on::,by:·: ·"" :: · ·; ,,, ·, ·~ ' ' .<·.': 'pe.riods 6£:-:::r1~:?lVY·.,or. ,,pr'o'longed;;r·a1i.nfall •1{:'Th.i,s,,::--: ,: : ,I_-·, .; · '·, I, . -. -xneasure · is'.::st.;r6i:ief;t;y.~i·.~~;c9mm~ncte'a~~:i•\:'beg.i'n:nl:zig\'.wi t.Ji'· .: . J , . , :··J/ ·>r i' .... 1· :·>.'.,, th~ period::.of·_ .. time:A>;J;o:ri:;:·tb.: /L'c:3,)~~~·cape;;-J?l:-a-n:t;i.ng,.-,; f ··.;1%; ::;•···· !· .: ·; 1f ::·10/~·:r :!~t:sli ·~10Jtii~ii~iill!~tt .. ·:~tA~li\!f f :~·t •. ·· ··· ·· ., l ,, ,i,. l ! i .• fit' -11·,' . .! ,, , ' . . . Co:nsul ta·rit -snou.id''·;be/co·lBacte{cfr\fo'r a. £:ieid~i,tr>-. review. oe·;; siti{.:cdz{d~·~i9ds'·. ?-.rld· d$velopme:nt,of_: . ':· ,, .,• '1,·(,, :, I, f· : ,1,i: ·:. ,, ' .recommen~ations·.,f.ot;/3va'ltta~·i:c,n:;?~nd.: repa~r-... ~\,~'.,//: ;· . -. -• f , , f< :. :'~:, .;,,.-~-. :;)-.~~~!. · · -r ;;?_ <·~.:-.. ;\::· ~J ~~· i-: : _: ., .. , --i; f.:.-~·t~!.J.·Jv..~~//, .. ;_:; · 10 1• 4 ~ 2 If .. slope· fai.l.ur~~('6d:Cut/!as·)a/r.~i~:U:':tf-' oli/~xpq'~fur·e · ... to peri.ods. of he~v,Y .. ral:n·:t;.a:ll'./,J:he· .failU1;e !=lrea -:: .. -. · , . an<;l. crirreh·tly·; unaf;f'~-c~t~d i1at:·e·a;S: .. ,·.should be./ :F--1,. • __ ,._.,:.,_:: • . ·, ·., 1' : cov,e'red·_.w,i i;h pl~sti.iJc:,?she~;t.f ng_;\'°:ti'o/protect:}~~~~~).·:'.',~: ':·;:· _: · ·. ,., · .. against -addi ti-c,n·al· · satur:at.ior( .... '··i' ·,. · · · · :r::,.,;M,:,.,,,\:,;,· ... ,· · ·_· ,, ...... _ ·:·:·. ~: ·r· . , :. . .. · ._ ,~: _: : . .' .. -,:. : .. : ·: i}-::i/·,>,:..f.\::fl.::.:. ·_t .-,~;:?~i11f-"::/\J·,ft:-.;.if]~~Il:t~-::·\·?·:: ,, .. · ·,. · 10. 4·~·3 In the/ a9c_oinp4.n-ytng·:":stanaar-a::·;:.oe-tp.~Is:,/'.-:.h-\;:t,,t~~·,.·,'·:/:· .; · . . · ·_ appr.op.:ti.at·e~ · repai:r:' ;,pr0cedures;, a~;e· · illUsti.'ift'ecf ,·:· "' for supe1:f ic'.ia1];-'.;::~.l61?.'~,,:,:f a:i.Iure!s\·,:·cA ~-e. ·/.· pdtiurrin'cj: typfca:lly ·wi_th'j:n: .: t:l?~'l--'9µtir:: ·on~·i:1~·00.t to_: three> · I ,.. feet of a:Slope' f-a,cE!J:~,~~::h-~1;--i.~,:·.-~-.~": .. ::,-i···~. ~·-1· ·.·~ .. ·> , ., ... \:· ·::·· • ·:,. , • . ·:;1• :_; .;; .r ::. r.r.-,.:f·:t{:~r1::,~.r~t:;:<:Ji\:'.:-:---.-r.:r·;/'."~i1/~/l~-~::·(:!·· ·; 11'.: . TRENCH, BACKFILL . ·,. · · · '' · · ', -'·""1·~1''· :·:: ........ ,.,., ,,.,, "· :.,··,.,, , .. ,,~~ n: · ,.-0 :'• , .. . · · · .. ,.-. :.-. ·.: .. : Lr ~--' !<; i·E :)~;)\;·_·:{il'-'-if <)i-:!~fif{)/: .. /J>}ji~f-~~:(: ::)-: · ... . 11. l'~. Uti l.i. ty trench:.·. ba'cf]cfi il: ::~h"ofii:d-/}µp):~s's?bt}ier.w:fse\)~~-:{. · ... recommended,.· be "compc1.'cted·:_by i:necJ1a·nica-i{,m~ans-. ·· unless dtherwi se recorrijnended, ':tn.e' q:egree of compacti.csn· .. should . .;: ''' ' ·,.,} ' ·-!'. . " ·r·' ,·,1 ··,.·.t.--., , ' .. · ' ... : ') ,, I '.\ih I:t :: 5, i:• •k: \;, ••· ·. · .· ;, · _:•:.: _:; .. -.·.:::···.-;.j;(j): •.. i::~c\~;:jt[~:1~)::~:: . . i~tf ~~i\it·•·-. ·, :. l . .-Standard Guidelines . · ,. -,: , , .. ·. t· , 1,., .• t --~ ,;,; .. , .. ~'?;i''-' -.• , • .--•fr,ii· .·, ... ,,, ge,,:·21.:-, .. · .. : I ' . f d' p . t '.' ·tJ .... :-.; r,1'';\ .. ·~.\.,,.' ;~i :t'\.:-;-(·-::!•.,:\>::r~1t~,·X·;::' .. ~·,;'~,-;. ... ',-?·_/·<:,.,.",':;·~-j.:a;:-, _.1:-.-~;·,./f1·'h {..,. -~ '• ~ t · · · or Gra ing ro·Jec s --... > "" ····" "'''"···-,,,·,.;,._,.,, ··"··'·,:,1·'"'..; ··: .,ifr-,, .. : ,," ,._,:-,,.--F .',.f: ;_ ,.:,.,d, ·, , · )· · ;, )t ; · r ·. ·. ( J · :/ .}Jr~.;i~t~ii)ii:1itf t:t· .. . -~~~~iii' f lf l~tL; .. · . :1::;·· .-·, ... ·. i be.:,.a_ m1.n1mum-.of .. :9,0::1·p~-r~e'-.~tf:..rt·9~;':'' ... 1 : .... ·. oi;y~_ma. -u_n( :·'::· ···. ,·'' ·· ;_ .. ; :\ ·_ ::l-:-,; · .i.'.! ·, :,,':~----J d~_n_~~-ty;9.,_--_', :_-if;_:::h./J}:,-}{({\;;)l::};tt.,~'"··· ··.hif:'l~;--;il,:_~0. {}{~~{?~t}j(faf};:i:'.f .<.{I.".:> ·i.:. , -'' '.·. ·. · ·' .11. 2: As ·an altern'atrive\~-'gir:anuia•:it'1,:m -:t;,,~·r;:f_a .. ~., .. ·s·a:ria:.:;eq·ui:vaHfot .-_ ."i _. ,, ' '·, ' ,greater . tha.n i-30 r .. :'ma:y)be·'.)#1pr'qi1,gh;J:-y/:'.d~:t'ted in-'pl·ace .i ' . · Jetting 'sho.uld ·only >l?e · .cdn$'fqe'~.ed_ i:'c:>_: ;apply·_. to _trenches: no great.er than·. two !-fe:et:';-i.n<'.w,idth,-:a'nd·.-four..-:. feet irt' .. , depth. Follpwi:ng_.· jeftfi.:riij: .. :~ot;>eh:c3:.tfcfo.,$ ,\;tr.erich. badj;f'il_l . · $hould .be thproughlY., me·ch'&ri~c'c11l:.:ty::,compact·ecl and/or: : . ' . ,, •, ' 'wheel-rolled .from.cthe. sud:a:'c:'~.~·<· ... t•:.,•., :,i'.-r•.,.1.:: .· .· .• i..;, . : _,,,,iv. . ' ·: :, 'i' ~ .. ,;.\ :_:·· -::> : --., ,._ . _ .-.-i..-.-."\ ·.-: ·:·-. :·: ~ :-.-... -,--.;-;.,·/5.:~:\d!f\r .. =:ti;~rt/A~,,-}'.jff})i.~?.i~'-i-e->/~ :: : · ._., > .. 1 '1• :.--11. 3 Back£ ill:: :,,-f. ·exter:'ioif~-1arid):1sri\fex-f-'d'i{:;;1:t@irdrfe"s.f~xt:~nfffrfg· ·:_;.~-> .'::-. ,. ,• ·' ,'. ! . I• r'. I • l ' ' , > • , ~ ' r • it. >,,' I ~ • 1 , .~{!,..,'-1 ' •• • ~ r • l • •! . • -1 ,. ::·-: 1-·-= ·· ·,, · ... ·;· ... below._a:'1:1: pr©jec-t±on :f~oin;'.\P,he'/ou1:-~r;(edge·::c;>f;(j::;,j;~)-:~/.-;.';\.(··:· · :_:eoundations: shoui:a·· .. q~·' m:ec,h-aifi-cal'ly.-. co~pacted' .d;iot:i:lr~{\/ ,''::'. ;: . , .. · minimum of 90-pe-rcent'~ of ,.the:-.labo'r:atory __ ma~imi.imd.{),~::'.~.'; __ ... · ', ' 1 • .\ _': ,• _aensi ty--~:: ·,; ,_,·;; f I::.:' :1: < i:: •·'.:·-_.:: ::' ,<~ ... ;;::.{.:.>:'~:::{i; r:r~};;}it~\·-:i1)/:i]}!:)•'t:f t~iff<}:::f'._' i' :i ', lt ' ~.. ' ! , ,, ' . . ' . ~ ' .J If\' 11 11-. 4 ·. Within :slao areas'.,·., ·out; ,-outs·'ide'i:t-he?:,in'ffu.'ue-nce<or·:.~/;i ,;.;~: _ _-. . ,· '.foundations/ trenc:hes ri:r;,'._ito :Qn'~, ,-f<;:>cf·i:~ w.i;de ,and 1 taw6<Je'~t I deep may: be bac~f iJ,leq: _;wi.j:.h,t,'.sa~i:1'1.-and}:cohs9li.dated'\by '. jetting,· ·flooding 'ar:._by-··m:epnanic.al ·tn~'a,:~~--, '_::i;f on-site· materials are-uti!.i.z.~cl, t.hey.~.sh9'uJ,d,.,b$i)1h~el-ro1J;~d--;,. ·. , . tamped or otherwis;e :·qotn:pac.t·ed',to·:_a,lfi;t±:ml:tcondit.-ion.<,:.7··': :··. • r ;,; ; ,j ; ; ·~ ; I · · .. ·:-For minor inte·r ior ,. t:renche-s ;.:-·a.eriifi.tyt~t~1~ting_, :Iti~yj:,J/ .\: . >. , • I , ~ -l , 1_ , I , , J t ~, .: ,_' • .. _. ; dele-ted or spc;>t~tes.t:ing may;:1be ... e-J:ect{eff,f1:f:::de·emed\.: .-:,.,,c,.,J;·;·,-. , • 1· .. -;.' ;'; necessar'y, based, on.:review_.ofc.,'.backf~iJ.rtopetatiion)3:t(lr:'<'.-:_. ' I .t ,'. ; d • . t t • -> ,, I '. ; ~ ~-,:t l 1.1t;, • -' ~ ~t-, !'' .. t~:.~,j~·< fs • > • I ' • • -uring cons •rue 10Ile1' "' ,,, ·,,;,,, ',1-:'_ ••' •·., .1r,J:,:,,,,,.-·,~··"''· ,.,,·,,, •,f•,i_-\'\J,r,.;,i-.;i,•· , ; ; "J,.' , l: :: ~ .4-:: 1•• •• _. •• ~ .: .·, ~ ·.}·., ,;:;,.4·1~:-.· ... ~: .. ;·\.3~· ~~~>·~,.--f .. ,:~i:~ti~;i&~ r· .~~--~~sr~~1A/;~~i.:.~11:f;:{r:~\-.·.·i ~· _;><!. ·, :·-· .. ,, .. ··:_·'::ii :s ···:ct -uti1ity. -~on:t.1:!~c.tcit's:.:-iA'a.I~ii.iJ;;_.l:·h~t}t.·. ..~'_:t .. Jh~l~;if~ttt-:ri::-·_-- • , :: • ,-I . . f ' · t.o use c9mpact.:j.or(,,'.eq-_ui·pm~'~t\:.:i;n_)cl_os·~;,:jjr:qx!imi ty to_,.;:\,;·· · · -· . •\ •', I. I:, . . ' i ; . ,·~·. 1-• I ~ ,\ , •If . ! )L. ., ' I;,' ! . ·.:1' .,· . i .• a. buri~t.'l' conduit t. the'_Contt~-cho!~;; .. ma:i}(-~~$C,t.,.· the.'.~1 .. -:.j_f{E/:;_,~/ •. , :,:: ·_ . . ~tilization ,of .. li-ght wei,,ght,\mecµ1ani'ca·t;::coµ1pact·loni,:·t·tlf:: !··1:· 'equipment· and/or __ ,f:ihaiLing o:f;~:i;he.)cond;µ-fl;~.i;witl:l. c:Hi-~zi:Z,J;;J~:; ;_, granular ~;mater:ial ,-_-,whi.ch'_!:sh6-u_;Ld1\be,., :th9r.ough_J._y,Lje-tt(eici;>;i~ ;.,. in·~placeC: ab9ve,: .. t.he·._.cqriduit.~}J>1;icft: tb_: i:·p.i,tiatin:g ~.-.-:.-'·{;:1·-i: -_-> 1 • . 11'.6 · ,-rnechani~al; compaction, pr·<ifc1e,qfq,reii:. ::_!-.. _b-the-r:. ·methods\\o'.f\:_/Y :/ '. uti1i ty trbnc;:h . cqmpaqtidn-:m~y '.-~l-sc97·:be ·'ap.propr iater. ii::-', - Upon review by· tne ·Geotechhic~l. Consuit.ant at the ·.'.'.tfrne .· of. construction· •. ·. · .·. ·,, . -· 'i ,· :: ... · .. , · ,f· .. : .... t _· • .:. ·, • M' ,' <.\·,\ :·~: , ·,:,-,i, ~:~ :,.;.,;:i: ;:~,~ .. ~~);:t-.~~;~~;{<~: ~·-~J·:t~It~fZf~t~-;·\;, ;:·-,;: /·'.:.~;.:{};_,~1/t..:;i;~-~\l;: ;,:!:~,>:· ,, In . case$ where c!e'an::· 'gi::~.nU]ar(i!Jiatei·lt~fl1s:/ar-e· 'prbpos:ea::·,.'. . £or ;use. in lieu 'of. nit:t:v,¢,,'.rnat~r·:La1s:,:oi;;,;where ,floodipg,: or jetting is propos'e.d ;·_,.':t~e:·,;:p:t-oc.ed:i,i~es\{~hou.ld,,be :.f :;,,;, : . considered' subject to. revi;ew<})Y\;the /G~i:>'t,echnicaJ;,:;J\-... ' ....... ·.' \ ... ~i -._ > .. · · .:::, ~0~-~~1~~?\~ ,., -_; ·.-:· --;_ .. ut~;:i.::;\/h{f ?\:i}riiJ:f,<~it~ij;((.:::·:/??;:~.{l~J;.~~,\f\\.i::.: · :· 11·-. 7, ::, Clean g-ranular· 'bacfld~±-l.I~:and/c~ir:.\.-1:>'.eddi:n·g/a·re·;:·nci't1~.: f.\·,:,r:.t'-, .. _-,.--:. ·.. ' . ,, recornpierid~cf .in .! s],'ope. :ar_'&a~· :·unle's·s. ,p'r'oy-.is1i·o"·n'S ,-~-~_e":,}natie:· :.:. : ,,, for ·-a drainage:· system to :mi. t:i.gat;e,: the :potl\=nt'faf -\'~·\·· __ .1 :· • l . : r. 'l' build-up. of seepage 'f.orces .• , f·. ··.·: ... :' :· ,; ,; ;; . ' ··,-:! .· :.\:.;1/;;.,:;:,.~ ••. : :i\·_,.,:·-. · •• ' . ,- ; :l C':. ., .• ,·' :;) ' •... :t .·.:,• ::: (;;. ' ·. ,: }::Ji~~t)i\f ;~~,;::!11t:~)~t~}IJ~!tf ~1!~J~; , j L.~. t' . :]1 '· ,_· ·.~ •• 't ;· .. ',;,:, l ! ' ·,, ,. it.' t ·. •t '!• i.,·;.' :}1 ' ,:, , ~ 1' ., ', ~ 1; :! f' ·,;I ; .. ,'• ·{ .. •1!, : ' .. ~' I, •,, . ,. _.,. ,.··-, ,,, l: '" • • l; • • -, I~ • \ -:! r,:.: • 4• DIAMETER N'O·N-PERFdRATE'D PIPE LATE~AL DRAIN l''. l1• -: ~ ?<: ·::>(-,_;, ,, ..)j ~:·f>t\:·:)~::-~,·~~-~--..;.;..:..:.:..:...:":-,;,;.;,-..,...-:--: ... ":1:m~ __ .,.,.....,...,. .... '""'""'...,.,..,,.,..;,;.,;;.a;,.,..'""'"""-1'- :·. :.~ :~)> (}11ii ,itt\~~~} j; ·..-. ,I {,, '' ·,.,. .,) ; ;>'.-:/;:. ·:: :, }:>':'-' f •;,:,,'! '.:"•I-~;: l ... ' ~· t' •• i: ... ·. ···1. . :r:. TYP·f CAL-. STAB[t(Z'ATlb-N:,. F.ii.6.:,bE:TAI L'):) . . . . ,. . , . ,'. , . •· , _ ,_. • •. ., •,'.Ii JO~ NO.: I 3<;)038-00 Dt'TE: ·FIGi.JR~:.: i:)_ 1 I ·-·: ·' , ' ';, j '{1 ': l -: -' ·' i ' -••, ' " ' -".1 . I. ·-1 1 ·J ·'! .: '\ '! ,' -' ·-,, : ,. ·~ ~,,:·,ii~: . j" f ,~ .i· ', '\:.:t:·,-- '. I ,i ,f'·1: \ .. ·:· ' ~ i '-·-.. -·,' r < ~ ~ t i1'!,h'i; !·t·, ·i/ftFt • fl! 1· JOB NO.: :J ,1: '. ~ ' '' 'I i' l .,, _,, '. . ;:,' ·,30038-()0 J- ., . DA ·(i;; l\ ,' ' ,: .· ~- f· ','.·-; .. _ ., :·::>;: 1, • ~ '· .•. , .... · 'iC'• •••••• ',;-. ~ '•. ;, ,•;- " ' '' ,j, . :~ t L., (. • l .. ~: . - .. I -·' ·i ,'_,.;· ,I -'i i 1, r ,',( • ' ,' ·_~ ' ~ f• { ' -i' -l i : ,_, '. i· · . • ·1 ,'.) . fi -1 ·---l ,, I '' ! ,,. 'i ~' l '• ,-, i:·-: • i' ·r;· :: ,· I-' JOB NO.: (, ' ,,'1' ::, I , ' : :~ 1 ' • '. ~ •• • ~ 'l t ,'. ,-'t ' ~·.-:· .,· ··'t •• I 30038~00 DATE: ", .J ... -, ,, • I• 1, ;, ," .., I,· FH3URE: ··0·3 ·-. . ''.·:?\;Jt·i-.,, I ) . .._, ; ~ · .. · : ' ·1 ': , I' !. : 1 :l_ f,, - ... :", ·r .• , r u·,: ... ~ : ·:\_~_ .. • _. I ',. ', ! '· -'.· . /f " I ' , I· ,· ·, ·' ·.1 ' I ! !'! ' i'' ,r,, ' ~ I • ,. ,,,,, ,, :·: . .i . ·:·; l . , •,t -·i:- -i· ·1~ • ' ' :,1/ ,'. ! t·· :~·, ' • '·, -;1 JOB 'NO.: ( ·'' '· ,.-' .- I-" ' : ' ' _, ,• ----, ·-,·~. l ' . "OVERBIJRDEN,".. . , < CR e EP-P'R'6'~f~'f -{ ~:-,) .. , •;,,, ,: ~/. : : PRO.VIDE·;cBACK.DRA'IN"PER'.'.'B-°'C'K'DRAIN · ,/!];> .. ·_{;oei:A1_L., i.:oc~t1o_N o.i=:~.'BA·<}Koi=MIN AND . . :., :: . 1· ;, . _ ·b;t·-;._,t[·•OUliL~TSY,PE·R\ ~SOILS ~NGI_NEER,A_ND/OR' , · .. :'' ·.· .:· •: .. _:~·)_:·.':, ···,\h.:i;".J:':(l;NG·INE'EFfHfG;_.-i,GEOLOGIST .. , DUR-ING . . ·-·1 : : f }~£{ :; '.~;';} :;J \1'i[;~h:0;lf !t''(}it{~t?;~~liii;fi,t}' ;:t · • 1 ., ... ·•· ''·' '·'',:· ,.,,, '., ... ;, ,.,., ·, .. • "'E:'Ot11Pt;1E·NP-W'l'DTH ·o.1TNHvlUM·· :I S'F' ,., · , . 30038!""00 DATE: JULY .19'86 '! FIGURE: '0'4 ,-.. '; ' ~ ,, . " ~; -;~~--~-:. ;;{\ :.:·:~.::;t~ ;- .: I · .. L; ,.i lj : ,, I '• J ') r• I•: .. , ,,, ' ( 'L: ... __ .,.>.· i i' f :I _; ' l 1 f I <., •. ': ~-, 1, i JOB No:: .,_.. ~.-. ; ~: ,: ~ ', :\' '> . ~'-: :~~ ~(.. ( ',,. ', ,:,::-~ i: .i 1:· ' : l -~-·, :·. ~i' ·'.:. __ I' 30038-00 DATE;· ~ULY ,198'6. 1· .-, ' "'"~, ')··· 05 . ' ' I• ',,,· ' !., I 'I 'I _.; ., .. ' . • ' -\..._,, \~ J.. , .. ·1,• ' ~I• . -~ :f ,. :·J·: ! 1,' ·J ,,,.,·, ' : ,,. ,i ·.· ~ _.,,, ' l'' 't ·.,. 1/ . . ·,:.-, ,' ·!' ,, ·' :• ,,- ! ,, ·1 :, . ,,.: -,, J ··1 ... ' .· ',-: . )· . -. ~; ::';>' ~ l '' ·t\ ,,. 4• MINIMU.,., "bi>\METF;:R S·OLID OUTLET, 'PIPE ·sPAcec Pl=R s·o1L. ENGINEER REQUIRE-·· MENTS CURING GRADING' ·•·:;" ,,' l •.'' ~f :, i l, '\• I l ... , '' 'Jf,~· :1~?'· . -,::·., + ' .. r! ~ : · .1 7 ,[ . , :,,. ~ '. ~ ' . • i •• ,,:._'' 30038-QO ' . . ·TYPICAL DAt,e: ,. .,_.-. ·D-6 '•,t!_ I,•. ) r- . j • : ~ . t. l : ; ·, ''. ' J' :i . \, i . .,. '••;'_ ·! ., ·! l . '~ ·' .. /. '·' .I-; ,, l,t •:': l ~r: ·I ' .I l 'ti. :i. '~: ·• 't ' I .·,·;·:-. i I \' ' '. ", • ! ~ •_.·._',, •,,. ~ ./~ ,~. : : ~ : ~.-: l :,.: ',. JOB NO.: ·,' '.! ::1 ,) , .. ,\' ! ~' •·I·, ' , ,:f\t{:_; '.\l!i;fi;L :_.:t '.'';t ... :·i,t; \,,' , .... . . .. ,,, 1,: --~ ·i a Ac K o:r~ AiN J):ETAii/id.:E·o F·Aa:R:;:h, :: .--. . ' . ~ .. ,, . . ' ~,:: 30038-00 . DATE: . '· !! ,, 11, 07 "- ·1 ; : ;i ;: l l '.,j )' . ·,1 ! ,• t;. I, ,f ' ,, '.i_!. '·' . J· . . . ~ :,; ',• • ''I:: ,:. I . : ,l . ,.. ' : -:J ~ L: I' t, i f 'a, '• > '\: \:: :; CQ"MPAC'TEO''·F.Jt:.•t.'J<' ;i ·,V .,• ·' '• .;,f,,S,',:•,'f,\}J)"I,.:,., ,',,j ,,··, • ' " -.,..·'.: . ... . ·_;·. ··~. _-:i: ~~)~:; :~--): .. ·-·._;:r,:~<;);,i2;t~:t:i\\:'.)It~~~ti/{(Ht)~~if:·;~--~ . .::: :· :: :.:.1 • •,.. "-\''""' 1 ·~ .~ L ~-~, l,' "'''r0Y i-~"~,r .t.'•('--•, :ti:.~' ~ f' n··r~~-~ ..... ·~ ',• -•,• ':, t J' ''T'YP1cA.L aENCH1N~ ; , ;: ;?\\~\!jj~f ',; f:I!}ltf)I:~;;J'.}~}lf' ·. · ' ! -', I ,. i' .,, ·,,_..·._'1 '' •• •• • -~·. -,,;~~···,1;'.·t·,i.',''.:'.; .,.,.:,,_R'!eiMbve;·_ufrn·\frr'AB'tl~ ·-.· '. ,.; "'I• . ::: ,' ·,; ~: .. ••:-;{/>:: / ·.\:/t-~~:if , ... , -, ~-,. , , ,~;,_ ~ r., ·t:-:,\-~, .. -: •' ~·-. . ~ _i . :., ; ( i •• ... 1 ': / ... . .. : .. ,::;pe:R'P:0'RATED· PIPE ('P.ERFORAT·IONS ~i:/Li ,. 1• . . . . ._ .. ·: •. :: • .... ;. ,· '.tf :;:;:: 1:tt{ if Ui;i 1 ' 'it~f; i .• ':i~it:;, :. , . 'Mi·~·,M'oit·o· FT3 PER -LINEAR FOOT --,,.,., ... , ·m···'''"f\•c.:-t,,,,, ,. ,. ·l·rT·····/·,;l,,•,,..,·, OF--A'PPROVED FILTER MATERIAL .. ; i:_:. ,--·-. ',.'))·. ::;· ;·:,::;,:~~i',~)?~~/~1~,j{~·t;t~{£b1~·G .. · ,4t' I ··,,, '"-,'':.•--=~-,..;..-,.:.J ,•.· ;. ,; ·FiL Ti:·R MATERIAL 'to MEET. ·FOLLOW'ING'· ,;.,:·: :''{>(-::}/! POl;.Y~Vl~YL:-:-,CHLO'RIO'E'.~·(P .• v.-c.) OR SPECIFICATIOt{ OR. APPROVE'[:,:-. EQUAL: ;:,~:·_:· :'.: '·t:·· ': ... <·· :·:',.A'PPROV-!=O,\E-OUAL.._'MINfMUM .'CRUSH . . . , . . , ·.' ·.'· :/-:~ ::,· ;<,:· s_.":,STRENGT-H>.1-000 ps'i · .. ,/: ,·,·,·. 1• , . · i · · ;,·~·R:b·e:~:i-~'Gi:'-'.J J:%\t~:~fit:/:;t:/-.i ':: :-:'l';f~>.v,-:ff:~-::,: ::_· -~ / (}t:;0?~~f·/'i :L::\t .. , .. •:, Sl~VE. SIZE. . i , . . •·· • , ·,:<; · ·,:_;:J, 1;?/!~{i; :P!P'E· ;.o_lA/J:~T:ER.·;.::ro:t,ME;IQ':::}"HE\. • ·-·i · r.f,,, ,1;·':":,'.·:{\';\[:i>\df.O!-L.QWlNG·,CRITEJllA:~'.SUB'~ECT TO . ':' 1 OO. '· . . ;::;~;\·/;~;,:;;:ff:;,.;FIEL·Dt•,REVIEW BASE·o, -ON::,A-.CTUAL ···,.: .3t~· ., N0.4 N0.30 N0.50,i;; :;-: .. -/jNO~;?_Oo_/ , . ,-·-: l: •', '=~; r • •• ~.~: <~ :". -r' ,;l,,_~,:, ,, :r ~ f ~ '~' t• I " ~ . , . :::_:f, :~;;}~'.i\l~:;;~:::~!\~~ ::~~~;t;:~1~N:ETEA . . . ,. 5-.15 .... ·!-,'),,",, '::''>.\'·:.:'.:'"1J.,,s:,''UPPER·,,sob'' ··.:·•1 ·T'·.,'.'•.1,.J_',,:",:-4• JOB NO.: 3.0038..-QO 08 • ·. , ... _. I I ! I 1 1· 1-,! ··, ', ,· 1~ .,. \;; I \'· 1' ., \ '.! I, ', ! . .; .!. 1 ,_'l . ' I' 'i·:t, ' ' l ,: ,,f, I ,. ';, ,. -· . . I ~ ,ti :•, .' 1 _: :,-, ,.'• ;,,•<:: ::·,s\~.,:;',\, ;•' ;,::,::, ,~~ '~?~•:i~~~~:-:>. __ ~:,.:~,~ ... ~ •~"\>' ~-~--:~~,~;· '': J CANYON· :S.W 8.0 R Al N,·-:o\ET.A~I l:.:'S.'· · ·· :.,:.,··.-.:·:.-,·:·.;. :.,. :- : .. ,1.-...·. .. ' ·t-:·'.·';":, '•J' ': ·.1 .• ',), ''. -, ~ ' · t !)>··:'\\I_.::~.;. :.~_-.l.;_·_:.·,i' :,·: :,: ~:-- • ,.. :, • '" .,.._ J ·'!-\:' ... ,,.c·o·M·P,\1c'·tr·E" t..... '!·",,1·,,-~·.-.. .-.. -.. , ·: ; :,:, ;~:: r: · . (l ~: ~,:~?;i,~f i\~if ,, ,£it1!t),i,,,:.tif i~:c:: ·.·. ,, \" I I TYPICAL-BE·NCHIN·G . ! ·, ', ,·., ,,,\;:. ·::;< .::;,,.-j(·f.~:...-· /'·-, ,, ,· ;E'.MO'V'E'.;:t:JN'S·OJ'TABLE. ,. ' ~. -,,::.. '~ ·1·~ ,-:•~ .. l·'il~:--::~ .. ::.1 . . 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