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Home My WebLink AboutP_5184_S0 • D 0 --iD B A ..--------s-------------~'------·---------·-1 ______________ L ___________ s_· __________ , ___ .,j,._ _____________ s ______________ v~·-----------'---4------------.l.'--,.--------·-·, ___________ --11 __________ ,2 ____________ ,J __________________ l VICINITY MA.P PROJECT D1\TA I 0 I , I I tt~ I I I I I I (() u © 1 1-----------------------------------------------------------------------------------r----------------------., ___ 1 • .,_, ______ _ GENFRAL NOTES 1996 TfiQlAAS 8fi0$, MAP GUIDE PAGE 889 G2 PROJECT TEAM LEGAL DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATf:D !N THE Slt,TE OF CAL!FORt<IA, COUfHY OF ORANGE, C!TY OF NEWPORT B!:'ACH, AND I ~:TD~S:!B;:A:; ~-:.L\0;::9, AS SfiOWN ON A MAP RECORDED !cl BOOK 1, 550, PAGES 1 TO 8, INCLUSIVE. OF MISCELLANEOUS Mft.PS, RECO!~DS ;;"~~:"Gr:A~:NTY, cAuFoRNIA, II, 0.C. B.M,# 3N-58-85 AT THE SE COR OF THE GONC BRllJCE 0~ JAMBOREE RD OVER THE SP..N DIEGO CREEK CHAMNEL, 65FT. EASTERLY FROM THE CENTERLINE OF JAMBOREE ROAD, 155FT. StYJTHERLY FROM THE CENTERLINE OF THE CREEK, SET AT THE SOUTHEAST V✓iNG WP,LL OF THE BRIDGE SfRUCTURE. 0.5FT, WESTERLY Ff<OM THE VERTICAL A:\JGLE POINi OF THE W!NG WALL ELEV.~26, 198 FEET (NAVD88/ 1995 OCS ,\DJ,) BAS:S or· BEARlr:JGS THE CENTERLiNE OF LA \!JD.A BEING N 25'49'30" W P[P Tf-{ACT NO, 12309 M.M 550/1-8, RECORDS OF ORANGE COUNTY, DATE OF _SUfiVEY AUGUST 9, 1996 COORD!~JATES OF PROPOSED MONOPOLE_$- LATITUDE: 33'38'54" N. LONG!fUDE: ; 1 /51 '45" W. PER TUSTIN OUADRANGLE MAP 1927 N.A.D. 1----1-, -··,-H-:E_o_c_c_u_P_AN_C_Y_C_L_~s-, s-·1-F!_C_J\-,-:0-r,-· -1S-PL-1B_L_I<-: -,,-,T-l·L-1·-1·-, _P_E_R-----.,.,l--1 s-.-,-IG_l_JR_E_D_o_n_'/K--N-s--:-ot;s HAVE PRECEDENCE ovtR DRAWNC~-~s;ALE, ·---•~-··T··--··-----------------------·-·----------------·-------------------------------1----~-p-i i_c_A~_N_I _____ L_-A-. -c-_E_L_L_U_LJ\_R_T_E_L_-E._P_H_O_N_E_r._,o_· -M-Pt-,N-Y-, -------, P.U.C DECiSlON #86-05--058 AND !$ EXEMPT F'ROM HANDiCAP AND OE'AIL DHA\~1~JGS dAVE PRECEDF:NCE 0'/[R SMAU PARCEL AREA 620,2:56 SQ. F1. -14,239 ACRES 2, 4, 5, 6, 7, 8, 9, REQUIREMENTS PER TITLE 24. SECTION 2--T12(8) 5. SCA.LE DRAWINGS. CHECK ACCUi·<P.CY rn-ALL DiM[N'.:A)NS IN i C/0 DAN HARE "THE t·iELD. UNLESS SPEC!FJC.A~LY NOTED, DU NOT r-A8RICATE j 17785 CENTER COURT DRiVE. TH[ CD~HRACTOR SH/l,LL SUPERV1SE ,AND DIRECT ALL WORK, USiNG H!S BEST SKtLL AND ATTEt>lTfON. Hf SHALL BE SOLEJY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNiOUES, PROCEDURES At-JD SEQUENCES tOR COORD!NAllNG ALL PORTIONS 0" THE WO,lK UNDER TriE CONTRACT, 1HE CONTRA.CTOR SHALL V!S!T THE ,JOB SIT[ TO REViEW THE SCO?[ OF 1NORK AND EXlST!t'JG JOB SITE COND!TiONS iNCLUD\NG, BUT NUT UMITED TO MECHANiCAL, ELECTR!C1\L SERVICE, AND OVERALL COOROINATIOr✓, THE CONTRACTOR SHALL VERiF"Y .ALL [XiST!NG COND!iiONS AND DIMENSIONS PRiOF; TO SUBMITTING HlS BID, ANY DISCREPAMCIES, COr✓FLICTS OR OM1SSlONS, ETC, SHALL BE RE.P8R fED TO H.UOR DANIE'... 8EFORE f.lROCELDlhlG W!TH THE WDRK THE CONTRACTOR SHALL PROTECT ALL AREAS FRCM DAMAG[ WHICH MAY OCCUR DURiNG CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUC110", STilUCTURE. LANDSCAPING, OR £.DUIPMEN! SH;\LL BE IMMED!ATELY REPAiRED OR REPLACED 10 THE SAT!Sr"ACTION OF THE: TENANT OR BUlLDING OWNER, OR OWNER·s REPRESENTA.T!VE, .AT TH[ EXPENSE OF TH[ CONTRACTOR ;"HE CONTRACTOR SH.A.LL BE RESPONSIOL[ FDR. AND SHALL REPLACE OR REMEDY. ANY FAULTY. IMPROPER, OR !MfERlOR MATERiALS OR WORKM,\NSHiP OR ANY DAMAGE WHiCH SH,4LI. APPE . .l\R WITHIN ONE YEM~ AFTER THE COMPLETION At-JD ACCEPTMKE OF THE WORK Ur✓OER THiS CONTRACT, THE CONTRACTOR SHALL REMOVE ,J\LL RUBBlSH AND WASTE MATERJALS ON A REGULAR 8/\SiS, AND SHALL EX[RCISE sm1cr CONTP.OL OVl'R JD3 CLEANit,G THROUGHOUT CONSTRUCTION, INCUJO!NG FINAL CLEAN-UP UPON COMPLF: TION OF WORK, ALL AREAS ARE TO SE '.ffT IN A BROOM CLEAN F!NJSH AT THE END OF [ACH DAY. 11-IE CONTRACTOR SHALL St,fEGUARD THE SITE OWNER'S /,._ND l./~CTC PROPERTY DUR:NG CQ.'JSTRUCT!ON AND SHALL REPLACE ANY DAM,A.G[D PROPERTY OF THE OWNER TO OR!GINP.L OR BETTER. rr SHALL BE: THE RESPONSIBJUTY Of THE GENER,4L COM- 1RACTOR IO LOCATE ALL EXiS :INC UTiLITIES, WHUHER SHOWN HEREON OR NOT. AND TO PfiOTEC1 THEM FROM DAMAGf., THE CONTR/\CTOK SHALL BEAR ALL EXPENSES FOF: REPP.!R OR REPLACEME!\J T OF UTJLIT!ES OR DT~ER PROPERTY DJV✓,AGFD IN CONJUNCTION W:TH THE EXECUTION OF WORK, ANY MATERIALS OFF-S!TE. OR DO ANY CO"~STRUC710~-J \ CERR!TOS. CA 90703---6575 UNTIL THE ACCUPACY OF DRAW!NG ['IMLNSiONS HAS BEEN 1 PHONE: (562) 468-· 6130 VERi~IED AGAINST ACTUAL FIELD 01"'-LNSiONS, !6. CO,"HR/\CTOR SHALL NOTiF'{ THE ARCHITECT OF P.SY ::·_oNFuc:s OR DiSCFiEPANC1ES BErW[e.J 1HE CONTRACT OOCt.:\i\EN":'.:;• AND :'HE" FIELD CONDITiO:'-lS PmoR TC ~;(t,CU!if\/G TH5. WORK IN OU[STION 17. CONTRACTOR SHALL NOTWY THE ARCHiT[CT i;' DETA1l.S ARE CONSIDERED UNSOUND, UNS.Li.FE, /\JOT Wt, TEPP ROOF, OR NOT \\HHIN CUSTOMARY TRADE PRACTlCE. !F WORK lS PERF"ORMED. !T W;LL BE l'<.SSUMED THAT THERE iS NO OfJ,JC:CT!ON TO THE DETAIL DETAILS ARE iNT[NDED TO '.:,riOV\' :"HE n1D RESULT OF TH[ DESIGN i\~INOR MODIF:CATIONS ~//,.Y 8[ REOUIRf:O TO SUtT JOB COND!TiONS. ,A.ND SHA.LL BE l~~CLUDFD AS P.A.R! OF 'T•:[ WORK. 18. F>:ISTING r;svt,1iQt,JS Al'-JD LOCAflONS 1() BE JO!NED SHAi t s~· VtR!FIED BY THE CONTRACTOR BEFORE" CONSTRUCT(CN. IF TH[Y DIFF[R ~r\'01'! THOSE SHOV~'!'~ rn-i THE PLANS, T-iE CONTRACTOR Si·U•-LL NOTWY THE ARCHITECT SO TH/\1 MOD!F!CAT!ONS C,\N BE Mt,DE BEFORE PROCEEDING \A/iTH THE WORK. i(). All SYMBOL'S AND ABBRLViAT!ONS USEC: nN TiiE DRA\\1f'.JGS ARE CONSlDERED CONSTRJCT<ON S"t'.ANDAi'.:CS :r rH[ (>:;r<-· TR.A.CTOR HAS OUEST:Of'-tS REGARCd)G THEJR C<ACT M[AN!.\lG, THE ARCHITECT SHALL Br': N01ir-1[[! FOR CLA.R!f:CA:'lON BEFORE PROCEED!NG W!TH THE WORK. 20. THE CON/RAC TOR SHALi_ PRU Vi[{ ,I:_; ~~:: .. n·ssj\qy BLOCK1NG. 811.CKiNG, FRAMING, HANG~R'S CP 01\-lf:'~-' ~_,,_:;· .. u'.·:i;•~ ,_.OR /\i_: OTHER !TE.MS i-<tOUiRING "THE SAt-,n: Ti. CITY APFROV?:D PLA:-~S SHAt .. L_ Ht Kf c r iN ,\ Pl_M~ f:5UX .~ND SHALL NOT 8[ USED BY WORKMFN. ALL C•)NSTRUCTiON SfTS SHALL R~TU:CT SAME iNFORfJAT!ON. T-.. fr. CONTRf,CTOR SHALL AL ~:iC MA.INT t~IN !N GOOD COND!TtOf✓, Ol'.JE CO\."IPLE1E SET OF PLANS WITH ,\LL REVISIOt·iS, ,>DDE'sDA AND CHANGE ORDERS ON THE PREMISE AT ALL TiMES T!-IESE .Aq[ TO 8[ UNDER THE CARE OF THE JOB SUPERINTE!'-JD[NT. 22 ALL UNt;[RGROLiND TRENCHES SHALL BE BACK,ILLED V~TH ~, 2 SACK SLURRY (SANO/CEMENT) 10 A f1E!GHi OF 2" BELOW FINISH SURFi,CE, 23. CONTRACTOR SHA.LL PROViDL A Sl7E COMPLETION KlT CONSISTlNG OF: EQUIPrviENT NOTES SURVEYOR 1 mUTiES SFE ACOUISrf!ON: COf\lT;\C!: DEBRA CKANO PHONE: (562) 468-6341 CONSTRUCTJON SUP[RtNTENDENT: CON.TAC"T: GEORGE SALAS PHONE: (562) 458-6119 FOR z:JN!NG QUESTIONS .A1S,:D r-JOT:FiCATIONS, CONTACT: ~[Slit: DAIGLE PHOl,E: ( 562) 468-6 U2 C!TY OF NEWPORT BEACH 3300 NEWPORT BOULEVARD NE\VPORT BEACH, CAUVO.."?NIA 926rJ8 CONTACT: PEGGY DUCEY PHONE: (714) 64~--<5002 FLUOR D;'\N!F.L, INC 3353 M!CH~~LSON DRIVE IRVINE, CA 92698 PflOJEC'l MANAGER: COl✓T~C~; Ct HARDIMAN PHONL: (714) 975-67·17 PROJECl ARCHITECT: CONT!.:..CT: SUN C. SAM PHONE: (714) 975 '3941 M, PETYO & ASSOCIATES. INC, 17892 SKY PARt< CfRCLE, SUITE C !RViNE, CA 92714 CO.~TACT: MICHAEi. PETYO PHONE: (714) 250··0272 SOUTH[RM CAUFORNIA EDISON SERVICE F'LANt~ER-, CONTACT; LE.E O!CKERHOFF PHONE: (714) 458-44 ·14 PACIFIC BE~L PHONE: (BOO) 300-2:155 r-1ROJECT /\RE/\ 375 SO FT. (0.06% OF PARCEL AREi\) zo~~F TYPF PLANNED COMMUNITY -OPEN SPACE ORANGE.: COUNTY /\.P.N 442-06 i ~--17. TiTLE REPORT !DENTIFIC/,TION EASEMENTS SHOWN HEREON ARE PER ~-JRST M,i[RJCAN Ti1LE iNSURANCE COMPANY PREUMlN1\RY TITLE RF.PORT Nci, OR-9736224, DATED JUNE 3C, 1997. t--------··--·-·--------_______ ., -----------; CODES 10, THE CONTRACTOR SHALL 8[ RESPONSIB1.E FOR THE, COMPLETE S[CURITY OF THE SITE WHIL.[ THE JOB IS !N PROGR[SS .AND UNT!L THE ,JOB iS COMPLETED PER U,8.C. REQUIREMENTS IN CHAPTER T:TLE[l "PROTECTION OF PEDESTRl/-i.NS'' DURlf\JG CONSTRUCT/ON CR DEMOUT!ON. o) BROOM AND DUST P/,.1\, PLUS Ht,N(;lNG HOL.~ER b.) 4' L.t~DDt.R AND W/,l.L HOO!-< .... --'--•···-·-------------·-----------------+------------- 12 _ 13, 14, THE CONTRACTOR SHALL t=JROVC)E TEMPORARY WATER, POWER fl.ND TOlLE T F ACiUTIES AS REOU;RED 8 Y iHE C1TY OR GOVERNING AGENCY. ALL CONSTRUCT!ON WORK SHAL.L CONFORM TO 'fHE U.8.C. AND ALL OTHER GOVERNING CODES. ALONG WiTH THE CALIFORNl.4 ADMiN!STR.A.TlVE CODE T!TLE 8. 19, Ar-.m 2.1. THE MOST RESTRlCT!V[ CODES WLL GOV::RN. SET CODE NO·rts, TH!S SHEET. fHE CONTRACTOR AND t~LL SUBCONTRACTORS SHALL COMPLY WITH ALL LOCAL CODE RFGULATIONS .AND STATE O[r A.RTM[NT OF INDUSTRl,AL REGULATIONS Mm DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. REFER TO THE CODES SECT!ON OF THIS SHEET. THE CONTRACTOR SHALL OBTA!M AND PAY FOR PERMITS, UCENSE'S AND !NSPECT!ONS t~ECESSARY FO~ PERFORMAHCE OF THE VJORK AND INCLUDE THOSE !N THE COST OF THE WORK TO l.ACTC, 03 27~iJ-..Y97 c,) RUBBER,V/,!D TRASH CAN (OR EDUAU d.) HANGING F!L.E HOLDER, WALL MOUNT P-,) FLOOR MAT, GR/•.Y Bl.AO< 24. CELL SITE coN·rA!NS CGl·fi (A) 8,4CK UP 8/..TT[Ri[S. THEY AF:t. THF. A3SOLYTE li-P Bt,TT[RlES WhiCH AHE HERMETICALLY St_l.Lf:D WlTH IMMOBiLC. ELECTF<Gl.YTE. TO EUM!NA"7E SPILLAGE AND NLVEF: REOUIRE MA1f·H[NANCE. THE.S[ B,ATTER!ES ARE APPROVED f"OR ,t.JR TRANSPORTATION WITHOUT ADDITiONA.l crn,nAiNMENT BY THE D.O T, WHICH PEOUIRES NO LEAKAGE f:VF.N WHE,'-1 PUNUU2EJJ, THE AMOUNT Of' SULFURIC ACID. CAS //7664-93-9. IN our, SYSTCM !S :m.G GALLONS. THE FEDERAL AND STATE THRESHOLD AMOUNT iS 55 GAl.LONS. ,,\LL U.NDSC.APING AND iRRiG/:1J!ON REP.b-lRS OR REPLACEMENT SHALL 1, 2, ALL R.ADiO EQUIPMENT PLACEMENT AND lNSTALLATlON IS BY L.A. CELLULAR. THE GENERAL CONTF{ACTOF~ !':-, RESPONSi8LE FOR COORD!NA "TING HIS W'.)Rk WiTH n-1~: WORK OF (HH~:Rs AS 11 REL.A.TES TO i'Ht' R/1D10 [QUJP~.,ENT. UNDE1,GR0Ut~D \/AUL 1", MO:'--!OPOU:., COP-.Xil1L CABL [ A:'\JD DOWNTli .. T HAR0Wf\.RE J\RE FURN!SHt'D BY L.A.. CELUJLAR AND !NS;"AUTD 8Y CONTRACTOR. BE APPR~)VEO SY GENERAL SERVICES. i:~ ACDIT!ON, TH[ CONTRACTOR !----.. ·------·--"" ··-· .. ·-·-------------·- 26. 27, COt~TACl MARCY LOMFU (CITY OF NEWPORi B[ACH, GENERAL SERV!Cf:S) AT {714) (Atl-3162, 48 HRS 1N ADV1\t-JCE OF. S,JCN WORK, ALL CITY OWNED ELECTR!CAL INSTALLATIONS WILL BE APPROVED 8Y P.W./UT!LIT![S [~ECTRiC DJV. HERB WOLLER.MAN OR ,JiM l\,kAF[[ AT (714) 7'18-3405. LOCATE AND POTHOLE EXiSTlNG CiTY OWNED UTlLIT!ES (ic: WATER. SEWER, OR STREET UGHTlNG CONDU1TS) TO VERIFY LOCATIONS P:?!OR TO START OF NN WORK. MtdNTAIN A ONE ( 1) FOOT CLEARANCE OVER OP UNDER LXfSTiNG CITY OWN U1!UT!ES. TO ARRAMGE roR INSPECTION OF ALL CONNECTIONS TO CITY U'TIUTiES OR !F A CONFLICT SHOU~D OCCUR PLEASE CONTACT PETE ANTiS!A OF THE UTILITIES DEPARTMENT, 48 HOURS PRIOR TO STAR1 OF ANY WORK A, (714) 644-3011, CABLE DATA ~-·---------------------------; APPROXIMATE. CABLE LENGTH: ± 155 Uhl[Afi' HJ:'.1 0--1 60 FU:T 1 GO-220 ff ET 220-260 FED 7/8'' CAFJLE, BEND RADiUS OF 1 (f 1 1 / 4" CABLE, SEND RAD!US Of 15"" 1 5/ff' CABLE, 8~f\JD RAD:us OF 20~ COAXIA.L CABLE SlZES TO BE VERlr!ED BY LJ.CTC R.F. ENGiNEERi~~G PRIOR TO !f'iSTALLATJ()N ARCH,ECH.iRAL T1 A2 A3 _CJVJL C1 EL.ECTm(Al £1 E2 [.3 E4 SHEET INDEX PRO,jECT lNFORMATiOf-J & GEN[RAL NOTE'S $!TE PLAN & DETAILS FNL.APGE:D PLAN ELEVATID!✓S ELECTRIC/\L SYMBOLS, NOTES. PANEL SCHEDULE & SiMGLE L1/'1[ DIAGRAM f:LF.CTRiCAL COAX CABLE U/G A!'-lD GROUND!NG PLAN ELECTRiCJ\L POWER & TELCO UNDERGROUND PLAN ELEClRICAL INSTAi,lAT!ON DETAILS ALI. CONSTRUCTION SHALL COM~i.Y WITH Tc!E LATEST AOOPT[D EDrf'ON OF THE FOLUJW!NG 1 1 UNIFORM BUILDL-,;c; CODE AND ALL LOCAL CODES FOR THE ,JURIS[rCTlO~J !N WHICH THE PRC,.lf'C1 iS BEING CONSTRUCTFD. L2 !NDUSTRIAL CODE (ANSl) L3 OCCUPATIONAL SAFETY tJ'1D HE.l\LTH STANDARDS (OSHA) 1 .4 NATIONAL ELECTRICAL CODE (NEc:) 1 .. S UNIFORM MECHANICAL CODE (UMC) 1.6 CNIFORMA ENERGY COMMISSION TITLE 24 F.l·JERGY COMPLIANCE 1.7 NATIONAL FIRE PROTECTION ASSOC!AT!ON (NFPA) L8 CAUFORNlA OCCUPAT!ONAL SA~TTY AND HEALTH ADM!NISTR/n!ON (OSHA) cot~STRUCTION ADDRESS 2801 LP. SALUD NEWPORT BEJ1CH, C/\UFORNIA 92658 ~ 7 i I ·17 1 I I I I J H ~ Fl o_Q 0 w I- V) i i ' I i· Vi \.S . . • .. J ) J l ) .! . ) l l J J J J t:._ 8 0 ::, C, w !Z 'i' N 8 SITE A REV DATE' 01 10DEC95 02 1!W'R97 8 EXISTING 3-STORY CONDOMINIUMS A .. P.N. 442-061-11 [XlSTING 3-STORY CONDOMINIUM EXiSTING 2 STORY CONDOMiNIUMS PLAN INDICf,TES l.tJ,SE SPACE INDICATES ACCESS/UTILITY EASEMENT REVISION DESCRl?TiON ISSUED TO CLIENT FOR IN!T!Al. REVIEW AND COMMcNT ISSUED TO CLIENT FOR FINAL REVIEW AND COMMENT 7 5 I 5 EXISTING 24" STORM DRA:N P!PE \ 59.0± FREEWAY \ Cf' \ :', \a . .,, \"' I ~. \~ \: ~ \ \ I ·/ /' . ,,: ..,'J! /s-~J ·1/:,d' • (f 4 (? OP I 3 EASEMENT NOTES EASEMENTS SHOWN HEREON ARE PER FIRST AMERICAN INSUR/1.NCE COMPANY .. PREUMINARY TITLE. REPORT No. OR-9736224, DATED JUNE 30, 1997. TITLE 3 THE PROPERTY COVERED HEREIN LiES WITHIN THE BOUNDARIES OF CITY Oi' IRVINE LANDSCAPE MAINTENANCE DISTRICT NOS. 8. 9. 10. 11. 12. 13. 14. 15. 16, 17. 18, 19. 20. 21. 22. 24, 25, 26. 33, 34, 35, 36 AND 37. AS DISCLOSED BY AN ASSESSMENT DISTRICT MAP FILED IN BOOK 38, PAGE 1 OF ASSESSMEHT MAPS, RECORDED AUGUs'· 6. 1987 AS INSTRUMENT NO. 37-448557 Oc OFFICIAL RECORDS. (BLANKCT IN Nt.7 URE) 4 THE PROPERTY COVERED HEREIN LIES WITHIN THE BOUNDARIES OF COMMUNITY FACil!TIES DISTRiCT NO. 1 OF IRV!NE RANCH WATER DISTRICT, AS DISCLOSED BY AN ASSESSMENT DISTRICT MAP FILED !N BOOK 32, PAGE 37 OF ASSESSMENT MAPS, flECORDED DECEMElER 2, 1966 AS INSTRUMEl'1T NO. 86-591442 OF OFFICIAL RECORDS. (BLANKET I;\! NAT;...JRE) 5 THE PROPERTY COVERED HEREIN LIES WITHIN THE BOUNDARIES OF CITY OF IRVINE LIGHTING MAINTENANCE DISTRICT. AS DISCLOSED BY AN ASSESSMENT DISTRICT MAP FILED IN BOOK 2·1, PAGE 16 Or ASSESSMENT M.sPS, RECORDED JUNE 25, 1982 .AS INSTRUMEN, NO. 82·· 219047 OF OFFICIAL RECOR~S. (BLAl'1KET IN NATURE) 6 ThE PROPERTY COVERfD HEREIN LIES WITHIN THE BOUNDARIES OF COMMUNITY FACIUTIES DISTRICT NO. 90-1. AS DISCLOSED BY AM ASSESSMENT DISTRICT MAP Fil.ED IN BOOK 52, PAGE 26 OF ASSESSMENT MA.PS, RECORQED JUNE 14, 1990 AS !NSIRUWENT NO, 90- 3,5398 OF O'TICIAL RECORDS. (BLANKET IN NATURE) (7) AM EASEMEt-n TO METROPOLITAN W!-1.TfR DISTRiCT OF SOUTHERN CALIFORNIA FOR A PIPELINE FOR Tc!E TRAN5PORTA110N OF WATER AND !t~CIDENTAL PURPOSES RECORDFD OCTOBER 6, 1943 !N BOOK i2~ i, PAGE 317 OF OFF!CiAL RECORDS. 8 .!\ PERPETUAL AV!GATION EASEMENT ll·J AND THROUCH lHE A!R /,BOVE THE HEHEIN DESCRIBED AND OfHEl1 LAo:0. AS CONVE.YED TO THE cou~~TY OF ORANGE BY THE ffNINE COMPANY. BY DEED F<ECOf~DED MARCH 17, 1964 iN BOOK 6965. PAGE 72~1 Of OFFtCl!\L RECORDS, AND THE rcm¥1s AND CONDITIONS AS SET FORTH IN SA!D DEED TO WHICH RECORD F,EFERENCE IS HEREBY MADE FOR ALL PARTICULARS. (BLANKE, IN NATURE) @ AS EASEMENT TO THE COSTA MESA COUNTY WATER DISTR!CT AND THE CiTi CF HUNTlNGTON BLACH FCR PIPELINES AND iNCIDEHTAL PURPOSES RECORDED SEPTEMBER 24. 1954 IN BOOK 7232, PAGE OF OFF!C!/..L RECORDS 711 (1!) AN EASEMENT TO iRVINE R/ ... MCH Wt\TEH DISTRICT FOR SAN!TAHY SEWcR LINES, APPURTENANCES AND INCIDENTAL PURf'OSES RECORDED APRiL 22, 1979 lN BOOt< 9270, PAGE 955 CF OFF!CIJ\L RECORDS- G) THE FACT THAT THE OWNERS'IIP OF SAID LAt·W DOES NOT !NCLUDE ANY ABUTTER'S RIGHTS OR f\~~--y R!GHTS CW (NGRE'SS _,vJD EGRESS TO OR FROM THE CORONA DEL MAR FREEWAY. SAID RIGHlS HAVl~JG SEEN RELINQUISHED BY DEED RECORDED AUGUST 31. 1972 IN BOOK 10304. PAGE 1 OF OFFICiAL RCCORDS, Ff<Otv1 TriE !RVINE COMPANY TO THl STA.TE OF C.ALIFORNIA, REFER[NC[ BEING MADE TO THt f~ECORD THERfQ;:-FOR FURTHER P/',RTICUL/\RS. G) THE FACT THAT THE OWNERSHIP OF S/'\10 LAND DOES NOT lNCLUDE ANY RIGHTS OF INGRESS AHD EGRESS TO OH FF<O~A THE HIGHWAY AHD OR FRETWAY ADJAC[Nl 10 SA:O LAND, SA!D R:GHTS HAVE SEEN RELINQUiSHED TO THE STATE OF CALIFORNIA BY DEED RECORDED JUt~E 14. 1977 !~~ BOOK : 2289, PA.GE ·1726 OF OFFICIAL RECORDS. 13 THE EFFECT OF AN INSTRUMENT ENTITLED NORTH FORD DEVELOPMENT AGREEMENT RECORDE[J .;PRIL 29, 1985 AS INSTRUMENT NO. 85-151865 Of OFFICLt;L RECORDS; REFERENCE BEING MADE TO THE RECORD THEREO~ FOR FULL P.Af{T!CULPJ~S. (BLANKET IN NATURE) 0) THE R[UNOUiSHMENT 'TO THE CITY OF NEWPORT GEACH OF ALL VEHICULP.R ACCESS RJGHTS TO BISON AVENUE, JAMBOREE ROAD. MAC ARTHUR BOUL[VARD AND UNIVERSITY DRIVE, EXCEPT AT DRIVEWAY OPEN:NGS AND STRE!:~T INTERS[CTION, AS DEDICATED Of-J fHE. MAP or S.AID TRACT @ EASEMEN7S TO THE C!TY OF f,JEWPORT BEACH FO.R BICYCLE TRAIL PURPOSES AS SHOWN AND DEDICATED ON THL MAP OF SJ\10 TRACT. 16 THE DED!CAl[D TO THE CITY OF ri[WPORT BEACH OF THE DOMESTIC WA.TER DiSTRiBUT10N SYSTEM, AND THE ST!~EET LiGHT SYSTEM AND t,PPURTENANCES AS SHOWN ON Tr!E IMPROVEMENT >Oi< THIS TRACT. (BLANKET IN NATURE) PLANS @ PIPEUNE EASEMENiS f'.°OR SEWER PURPOSES. WH!CH EASEMENTS SHALL BF SUBJECT TO THE SAME TERMS AND corwmoNS AS Ai~[ SHOWN IN THAT CERTAIN DOCUMENT RECORDED FEBRUARY 17, 1976 IN BOOK 11648, PAGE '1817 OF OFF181Al RcCORDS, AND THE ADDED COND:TION THA1 NO TREES SHALL BE PLANTED IN SAID P1PELl"E EASE ME NI W!THOUT WRi TTEN CONSENT FHOM THE !RYIN[ RANC:h WATER 0!$TRICT, AS SHOWN AND DEDICATED 10 TH[ IRVINE RANCH WATER DISTr<iCT ON IHE MAP OF SAID TRAC!. @ AN EASEMENT. 60 FEET !N WIDTH. RESERVED FOR INGRESS AND EGRESS PURPOSES OVER THE l.OT NS SHOWN ON THE MAP OF SAID TRACT . I I ! I 6i I' N ii I i _ GUARD POST ! 4" SCHEDULE 40, ------GALVANIZED STEEL PIPE FILLED WITH CONCR[rE rFINISH ::::i 11::::i I !;::I I I < IIEJ!EdE GRADE l ---·--CONCF:ETE (2000 PS! M!NiMUM COMPRESSIVE • . STRENGTH) ' . I µ I ~1 6" 6' 1 BOLLARD DETAIL ED SCALE: NONE TRE( STAKE 8' !..ODGEPOLE (2"w) CQi,H/\!l'ffR SIZE 5 GAL 15 GAL 24·• BOX SCALE: NONE V, KOLDRE/5, SAM CHECKED BY C-FAULKNER APPl!L DAiio lWl tNGR/':J'CCW lS"T -,) ~-,..,_. -~--4--TREE C!NCH Ti ES MINIMUM. (TWO AT TOP OF STAKE, TWO ! WHERE NECESSARY FOR SUPPOITT) s·· --MI f\l. J '8' DEPTH 'A' 18" 24" 36 .. TREE i l I I GRADE ...... PI.ANT:NG BACKFILi.. (PUDDLE & S[TTLE PRIOR TC SE-niNG OF TREES) ED CAMPUS/ 73 FREEWAY CELL SITE #686.10 SITE PLAN & DETAILS V1 V'l B 2 J .. " ") ) " ; . ,J ,. [ "' ::, -/ ") "' "1 ) ~ V' J f--z -ix / C. '" .. Cl , w 0 :, --; 8 j C'. L J "' 0 I;: ~ § " ~ E 0 0 0 0 REV DATE 01 IODEC9S 8 7 5 SITE CONSTRUCTION ~~OTES NEW UNDERGROUND PREFABRICATED EQUIPMENT VAULT BY ASSOCIATED CONCRETE PRODUCTS OR APPROVED EOUA,L. BACKFILL PER GEOTECHNICAL INVESTIGATION PERFORMED SY MORHOL, INC. GEOSCIENCE CONSUL:ING. JOB No. 1989. DEC. 2.1996. LOCATION FOR FUTURE PORTABL[ STANDBY GENERATOR. NEW ACCESS HATCH 8Y ASSOCIATED CONCRETE PRODUCTS OR APPROVED EQUAL. NEW ENVIRONMENTAL SUPPORT CAB1NET BY ASSOCIATED CONCRETE PRODUCTS OR APPROVED EOUAL, SEE VENDOR DRAWINGS FOR SLAB DETAILS. NEW BOLLARDS (3 TIP) NEW LUG BOX MOUNTED TO BACKSIDE OF ENVIRONMENTAL SUPPORT CABINET AT PANEL COVER PLO:fE. NEW MASONRY BLOCK WALL. FOR DETAILS SEE D:lAWING C1. 0 w :z (.,1 :J <t I . •J • j ---·------·----- REVIS(ON DESCRiP1iUhl J""r. ISSUED TO CLl[r.;T FOR INITIAL REVIEW .AND COMMENT > 'DSGN CHX VJ<. ,'g) \:./ @ <'::\ b @ @) REMOVE EXISTING LIGHT FIXil/RES AND LIGHT POLE, CUT EXISTING FOUNDATION TO 2•-0·· BELOW GRADE. PULL EXISTING POWER CONDUCTORS BACK TO EXISTING PULLBOX. REINSTALL UGHT FIXTURES AT 60'-0" ABOVE FINISH SURFACE ON NEW L.A. CELLULAR MONOPOLE FOR NEW CONDUli ROUTING. SEE SHEET E2. RETURN EXISTING LIGHT PDLE TO OWNER. CONTACT THE ClfY OF N[WPORT BEACH TO MAKE ARRANGEMENT FOR POLE DELIVERY. NEW GALVANIZED 2" ¢ STEEL HANDRAIL ON TOP OF RETAINING WALL. FOR ,DETAILS. SEE DRAWING CL ALL LANDSCAPING !,ND IRRIGATION TO BE REPAIRED AND REMAIN OPERABLE DURtNG CONSTRUCTiON. REMOVE EX!STiNG TREE [JEW 24 GALLON TREE TO MATCH EXISTING :REE NEW 5 GAL CARRISSA GR/>NDiFLORA (NATAL PLUM) -5 TYP. ~,EW DRY WELL. SEE. VENDDR DRAWING FOR DETAILS NEW 4" CONCRETE WALKWAY, PER CITY OF NEWPORT BEACH STD-180-L @ NEW CONCRETE STAIR. SEE SHEET C:1 NEW L.A. CELLULAR 5'-0" WIDE. ---~ UNDERGROUND ULiTlTY EASEMENT \ NEW UNDERGROUND ELECTRICAL ---\ \, SERV,C[ LINE FRDM METER \ PEDESTAL Qt,J LP. ViDA STREET \ I SCE SHT A 1 FOR CONTINUATION. '\ '\, , ±86'-0" . --.._ ______ ....d::.L_ NEW L.A. CELLULAR 60' -0 .. \ • ..p tv10NO?DLE WITH ANTENNAS AT 50'-o·· ABOVE FINISH SURFACE. FOR FOUNDATION APPROVED AND MONOPOLE O[TAILS, SEE lEEOCO DRAW!NGS (10P or FOUNDATiON S1-\ME LEVEL AS F!N!SH SURF.ACE) 0---EXISTING ELECTRICAL PULL BOX ENLARGED PLAN ()' 1· 2· .Y 4' 8' 12· i·r:J-:d:--.1-1 ----i-[---,i DWG NO. REffRENCE DRAWINGS ------~C.F. S.S. .,,..-,..- 02 IWR97 ISSUcD TO CLIENT FOR F:NAL REVIEW AND APPROVAL ..,.~ ----,l---7c=cc-===,;c-"==-oc:-cc---;c==--cccc;--===;c:-;:,.,-;:;7-i'-;A,c.N<c''·--j"-.::-:::-------.o+-------ADDED CONCRETE WALK PAD. STAIRS t,ND RETAINING W,~LL • S.S. 03 27MAY97 REISSUED TO CLIE~ff FOR FiNAL REVIEW AND COMMENT . R.P 04 19JUN97 05 19A!JG97 .ADDED UTILITY PULLBOX PER CL!ENT COMMENT , E.W. iSSUED FOF< PLAN CHECK R.·P. REVISED PER PLANCH°E:C""K.,..-,C""occ,:-:-.1~""1E'7N"'T ________ ___Jhs;:._,-s_:..i..e"'---=+---------+-------------------------------- ISSUED FOR PERMIT APPROVAL R.P. A!IORl.iD2.0Wr,: 24JAN9C 5 ,l, 4 NEW L.A. CELLULAR 5'-()'" WIDE----, UNDERGROUND ULfT/TY EASEMENT ~_90Rf)!NATFS OF PROEQ;iEO MONOPCl.[_,t:t:::.. LATITUDE· 33'38'54" N. \..,f7 LONGITUDE: 117'51'45" W . C,\BLE RUN SECTOR A. 8. & C PRO,IEC1c AREA 375 SF ± 160 LF cO L.A.~~ CELLlJLAR NOTICE; ms DRtN/iNG H/lS N01 BEEN: PUSUSHED AN:) rs iHE 'SOLE PROPEITTY OF rumci: 0/<J..!CL ,~~h) IS U:t'.'T TO THE BDRROWEI< r◊r<' THEIR CONflOENTW. USE ONLY, A.ND IN CONSfDER:>.TION OF' THE LOAN or f~IS Ofi'NHl~lG. 111( SORfi'OWc':R PR'OMiS['S AN'.) AGREE$ TO rETURN fl" UPON REOUEST AND AGREES TI-!AT fl WILL NOT OE REPRODUCED, COPtW, LEt\fl' OR OTHEM'o\15E OIS?O:SED or DIRECTLY OR !ND!RECTLY, NDR USED FOR ANY PUF':POSE DTHn? i',-w.! f'OR WHICH IT !5 f\JR'N!SHErt PLANS PREPARED UNDER THE SUPERVlSlON OF: 3 i MANlAL CHAN~ES MADE -YES□ NO: ' ~----------- 2 1 EXISTING DWP EASEMENT ~ SEE SHEET A1 ANO EASEMENT / NOTES FOR DETAILS EDGE 0:7 EXiST!NG PAVEMENT ·-------EXISTING 10" V. KOLURE/S. SAM C. FP,UU<NER SAN iT ARY SEWER I I I \ I '· . \ . , I ' ' \ I \\ \ 1--------.--....,..------j SIJP[R\/ISOf;' APPVL DATE i R. PM.AS lE.MJ fNGR/SPEt.iAi..lST INffi&J..S \ \ \ \ \ \ CAMPUS/ 73 FREEWAY CELL SITE #686.10 ENLARGED PLAN \ \ \ \ \ A. N1COL.--\U/S. SAM APPVL QIITE BONITA CREEK PARK, UNIVERSITY DRIVE NEWPORT BEACH, CALIFORNIA 92658 \ \ w u I E_04::4~5~60::::c~,3----1------~rhiT--Tri'RMm:;;~iw:wR __________ 71REvl 8 ~ SCALE DRAWING NUMBER REV CUENi 1/4"=1'-0" 04-456003-686.10-CD-A2 05 DWG F1LE UPDATED ·-vES ("'' NO 0 MODEL UPDATED -•£5 0 NO□ PLOT DAE, 19AUG97 CADD FILE NO., l'A686A.12 .DI% --"'----"'---------------------~ r, " ' I I 1: I I J ,n ~ I vJ g :::,_ .!l ,......., -, I'> ~ ---0 ~ .., ;ti. V ' _, I J _j L / "- .J I L J T N 0 N 8 l-:,: 0 w I w _, 0 I-D. I 0 0 z w 0 ::c :,. < 'o z z I IJ D .... z (0 <( -H 'o I 0 ,n 7 I 6 I 5 94.2' A.M.S.L. cso·-o· AF.G. AT BASE OF TOP OF MOfJOPOLE AND LIGHT F!XTURES UGHT POLE) 4 3 (o_)_ (o) ( 0 :o) (o) _fo)i-----------REMOVE AND RELOCATE EXISTING LIGHT -.......=~..,cc='-"'Fa,P,-==>-...c==.._,. FIXTURES ON PROPOSED LA CELLULAR 60 FEET MONOPOLE $ 84.2' A.M.S.L. (50'--0" A.F.G. AT BASE OF UGHT POLE) ' S\ 1....:--------------------------------------------------H+---::';c;';'--;:,::;-':':';:;';:-:-,,-;',"--'---"--"---'~~~~~~-~=-----------------..,.. " ~ I I I TOP OF ANTENNA i ' II ii----------------ANTENNA FS70-12-00NA BY EMS WIRELESS '1 I I (96" HIGH ' 12· WIDE X £" DEEP) 1 . ,' 11_'1 -1 5' MAX. MECH. DOWNT!LT (Ti'P) ' PAINT A!0ENNA IN A FLAT GREY i::--Ir.-- ..... ~-NON-REFLECTIVE COLOR , d::, 75.2' A.M.S.L. (41'-0" A.F.G. AT BASE OF LIGHT POLE) I /i,r½c q:;' TOP OF PROPOSED 4· MICROWAVE _A_N_T_E_N_N_A-----~------------------{ ' 1 \ "'H-. \ I ......______ ____ I ----------1 ------flJHJR[ 4· MICROWAVE ANTENNA 1--... ----------------NEW L.A. CELLULAR 60 FEET MONOPOLE ON A COfiCRETE FOUNDATION FLUSH WITH FINISH GRADE. (SEE DRAWING A2) EXfEl'>OR FINISH TO MATCH EXISTING LIGHT POLE 2 I - B A I I Ii ii 1 j j; I 1 L--•-------------------• L---------------------~ WEST ELEVATION A, 34.2' A.M.S.L. ::,,]" -· REMOVE .AND RELOCATE EX!S.liNG LIGHT------@ __ @ (of (o} (O) ___ (o) FIXTURES ON PROPOSED LA CELLULAR 60 FFE.i MONO~OLE FUTURE 4' M!CROWAVE ANTENNA I ' ' i ! I 84.2' A.M.S.I. (so·-o·· i\.f.G. AT BASE OF LIGHT POLE) TOP OF ANTENi<A --------------------------n rr'P ~J NEW L.A. CELLULAR -------------------------------------- 50 FEET MONOPOLE (BEYOND) ON A CONCRETE rouNDAT!ON FLUSH WITH FINISH GRADE (SEE DRAWING A2) EXTERIOR FH\iSH TO ~AATCH EXIST!NG LIGHT POLL NEW METAL GUARDRAIL ----------~ (PAlNT TO MATCH EXiST) O' 4· 8' 16' f-I ,~ e.J ' w _J -0 I Q ,._:) 0 w z I 0 -,; < z 0 z w I ~ 0 z < "" -1' ,_ '·-' I 0 .,., J> w ,t (.) vO >--z a' "- 0 w '-' =, 0 td "" :::l -- . .... 24' :.i e: z 0 0 NORTH ELEVATION EAST ELEVATION o:r:r:t=--c---,-:1-' ------[,------1! DSGN REV DATE RE\11StON DESCRIPTION -·-APPROVED DWG NO. REFERENCE DRAWINGS !--+----+-------------------------+,-,.CH 0k:-t------,,t----.. -·------+----------------·--·--------------- V _ K _ ___..___..-- I S SUED TO CLIENT FOR INITIAL REVIEW AND COMMENT ~0~ ___..--/ ~ 01 10D£C96 02 IOAPR97 03 271//W97 C. FAlJ~KNf.R SUPtRVlSO!'l APPVL OAT[ SGAI.E: 1/8"=1'-0" CAMPUS/ 73 FREEWAY CELL SITE # 686. 10 ELEVATIONS ISSUED TO CLIENT FOR FINAL REVIEW AND COMMENT ii::_ ~ --·---------------------i ~I·.. l ~ -1 ~ --"-?-~\ ~~---------0----------i-------"'-• .#--.... ---------------·----------' , ·· :/~::::::/4.:-_A. ,;,'_~\_-,'. ', ADDED CONCRETE WALK PAD, STAIRS AND RETAINING WALL S.S. I ----L A ~.... -' I ~ ~--"'.:'.""' --\ -i"C.....----:;c,+---------r------------------"' ,:, .L~ NOTICE: THIS ORA~N(; IMS NOT BEEN PUBUSHED AND IS THE SOLE l .... --~ CERT!f-JCATC j;;:[ i BONITA CREEK PARK UNIVERSITY DRIVE ,r. ADDED U11LITY PULLBOX PER CUENT COMM EN_(·-E.W. ~·------CE 11u· LAR PFlO?EITTY or 'LUOM DA.NIH. mo !'5 LENT 70 1\-lt SOR'RQWER F'OR I ~•\ EXP 'JV3' PQ f l A. NlCOLA!J/S. SAM " • ' • ~ 04 19JVN97 ISSUED FOR PLAN CHECK 'RJo: I '""' CONC.DEN"H"L USE ONLY, PM) IN CONSIDER.A,<ON o, '"' LOAN I ''' "''"' / /J NEWPORT BEAf'H, r'AL'1FORNIA 92658 k --+--~===-=,,,.-=-=-==,,,...-===-:co---------b-,=--t""---=+----------j------------------------------1 ' . ...J Cf THi~. DR,\W)N,;;. THE BOHROWER PROMISES AND AGREES TC RETURN ~' NO. C200Hn ,,."',if'I Ff'IO,.lEC'r AFWL r.,,:re ._ -w LEAP ENGR/SP[CW.IST I ' I REISSUED TO CLIENT FOR rn,AL REI/IE'// AND COMMENT 'R":P:7, ----""" ~ '-. ~SUNCHEO~GS."r.JI,. \ ?.!-REV!SE'D PER PLAN CHECK COMMENT S.S. -----IT V~ON RtoUEST AND ACREE$ 'fH,'I.T if WILL NOT SE REPRODUCED. :1i:::._~. ,-.,.;_"<,:'5 1/ 45600' ~------,--------------------,::=-, 0o ~ 05 19.AUG91 ISSUED FOR PERM\T APPROVAL ~p~ ~~,,,.,..-.,..-CQ;.~1cv. LEN1 OR 01HEFM15E OISPOS!:D CF DiRECTL'I' CR' !Ntlif.l[CTLY.. ~tQf-c~~-/ I 04 ,.J -~--......,1 SCALE DRAWiNG NUMBER REV '-' I ,s:1---1---f-------------------------,---t-=----=t-----------t--··-------------------------------·---------< I NOR USEC f"Ofl ANY PURPOSt CTTf-1£11 THAN FOR W}llSH H l$ n.lRMSl,to, ··, ........ -~ C:.IENT APPvl !>--'£ I~ ~ f----1 ~~-----I li'CTC 1;'8"~1·-0" 04-ft56003-68610-CD-A3 05 i's I 2'L_L_..J.. _____________________ L_1.::;:;;~ ___ _t_ ________ L._ _________________________ .--1. ____________ _,_ __ -;,r-------------------'---,----------'---------------''--------~---• .. -_..,_-'-------'--------------------~--+- t..:'.:. l MMtVAL CHANGES lviADE -YES□ NC<) DWG F!LE UPDATED -rE:::, -~-_; NO O MODEL UPDATED YES□ N0O PL{Jl ~MTE: 19AUG97 CAD:J r!i.E NO.: M686A21 .DWG L....... ----------------------------------Mf0RIAt'2.UWG 24,JAN90 N ' o_E M ::, n ~ \f'\ ..,.... Cl. ~ -i ~ • • -~ I ...r o( ...s:: V J r r L ) J [ _) I r " J ) J • D A REV DATE GENERAL NOTES: 1. ALL EARTHWORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH, EXCAVATION AND GRADING CODE AND RECOMMENDAflONS PROVIDED IN GEOTECHNICAL !MV[STIGATION PERFORMED BY MORHOL, INC., GEOSCIENCE CONSULTING, JOB NO, 1989, DECEMBER 2, 1996. 2. TH[ TF?ANSPORT!NG OF EARTH FROM THE PfWJ[C1 SlTE SH.ALL CONFORM TD ALL OF THE REQUIREMENTS OF SECTION 15.10.060 OF EXCAVATION AND GRADING CODE. 3. COMPACTIDr, •• ALL F1c!S, INCLUO:NG CRUSHi:D ROCK. SHALL BE COMPACTED TO A M,NIMUM DF 90 PERCENT OF MAXIMUM DENSITY AS DETERMIHED BY ASTM D1557-70. 4. LAND SURVEY PROVIDED BY M. PETYO & ASSOC1A1ES, IRVINE, CALIFDRNIA 5. CONTRACTOR SHALL VERIFY EX1ST!NG GROUND ELEVATIONS AND NOTIFY 1HE DESIGN ENGINEER or ANY DISCREPANCIES BETWEEN EX!ST!NG GROUND ELEV,4TIONS A'<D ELEVATIONS SHOWN ON THIS PLAN. 6. SEE SHEET A 1 FOR CELL SITE LOCATION. EARTHWORK QUANTITIES: (RAW VALUES) CUT ___________ 50 CY FILL O CY --------_c::.= TOTAL __________ 50 CY EXPORT ~ NEW 4" CONCRETE WALK PAD \\ PER CITY OF NEWPOF:T BEACH STD-180··-L \ 3'-5" GUARDRt,.IL BY CONTRACTOR, TO CONFORM UBC SECTION 509 -----. EX!STING GROUND 7 \ \ MASONRY BLOCK WALL DETAIL SCALE: NONE REV!SION DESCRIPTION 01 10DtC96 ISSUED TO CLIENT FOR INITIAL REVIEW AND COMMENT 02 IOIPR97 ISSUED 10 CLIENT FOR F:NAL REVIEW AND COMMENT LEGEND: ABBREVIATIONS: 30.0 EXl:,TING ELEVATION PROPOSED ELEVATION LIMITS or CRUSHED ROCK TOPPING EXISTING EDGE or PAVEMENT EXIS,ING TREE EXISTING SLOPE CL CONT cu CY FG FS FT NG TW RETAINING WALL NOTES: I. CONCRCTE BLOCK 2. CONCRE1E 3. GROUT 4. MCR7A~ 5. STEEL BARS 6. BLOCK P,VTERN 7. GUAlflRAIL GRADE N, PE:R ASTM C90, APPROPRIATE FOR HIGH SULFATE SOILS. 20CO PSI. RATIOS: 1 CEMENT (TYPE 5) 2 1/2 SAND, 3 1/2 CRUSHED ROCK,. 7 1/2 GAU.ONS VVATER 2000 PSI. RATIOS: 1 CEMCNT (TYPE 5) 2 PEA GRAVEL, 3 SAND. GROUT ALL CELLS TYPE M OR S, RATIOS: 1 CEMENT (TYPE 5) 1/2 LIME, 4 1/2 SAND. GRADE 40 PER ASTM A615. LAY ALL BLOCK IN RUNNING BOARD PATTERN. Y-6" HIGH STEEL PIPE HANDRAIL. DE.lAiL BY CONTRACTO.~ -#4 AT 12" //' EA:~ WAY 31.9' Ell'\/. c:ONCRETE ST,A.IR DETAIL SCA.LE. NONE FINISH GRADE'. ' ' N '2' CLEARANCE CONTINUOUS CUBIC CUBIC YA.HD FJNISH CRi:,DE FINISH SURFACE FOOT NATURAL GROUND TOP OF WALL E~EVATION F:NlSH GRADE 5 / PLAN O' 2' 4' I I I !] I i 33.,3 NG NEW 24 Gftl.LON TREE S l_ Op ' f 8' 12' I j 4 MASONRY 30 9 NG BLOCK WALL l / ,. ! 3 2 \ I I \ \ I ~/\, ,,-----EXISTING DWP E.ASEMENT ,, ____ ,_,,_,,/' \ SEE SHEET A' AND EASEMENT I NOTES FOR DET/\ILS \ EXl::,TlblG 18" CONCRETE $:ORM DflAIN PIPE Ex'l5T1NG SEWER CCSIGNW t:1·r 1 O" SANITARY \ I \ \ \ ' I \ \ \ \ \ \ \ \ \ \ \ \ \ \ R. DRAKE/T. KANOW CAMPUS/73 FREEWAY CELL SITE #686. 10 FINISH GRADING PLAN R. PN .. ftS LEAD ENGR/SP[CW.JST INmALS \ \ \ \ \ \ \ \ \ \ \ \ \ \ PLOT OAT[: 19AUG97 r:ADD FILE NO.: AA686C0 ~ .DWG j N 8 • D I GENERAL SYMBOLS LIST CONDUIT AND WIRE CONDUIT RUN ABOVEGROUND CONDUIT RUN CONCEALED. U/G OR iN WALL CO'iDUiT CAP ~ EQUIPMENT \_1)_2~ EOUIPME:NT iDENTiFiCATIOM SEQUENCE IDENTIFICATION LEGEND AC CP cu EF FC LF AIR CONDITIONING CONDENSATE PUMP COMPRESSOR UNIT EXHAUST FAN FAN COIL LIGHTING FIXTURE 7 I C: . __ ) M 6 RECEPTACLE 1 ZOVAC DU?LEX WALL RECEPTACLE MOUNTED @ + 15" AFF UNLESS t,OTED OTHERWISE 12DVAC DUPLEX WALL RECEPTACLE GROUND FAULT INTERRUPTER MOUNTED @ + 15" AFF UNO 120VAC DUPLEX WALL RECEPTACLE WEATHER PROOF. MOUNTED @ + 15" AFF UNO 1 ?0Vl-\C OUAORAPLEX VVALL RECEPTACLE MOUNTED @ + 1 5" AFF UNO JUNCT!ON BOX DENOTES SWITCHlelG cEV[L MOUNTED @ +48" AFF UNO D[NOTES MOlOR RATED SWITCH MOUNTED @ + 48" A~F UNO 5 SINGLE LINE DIAGRAM SYMBOLS LIST TRANSFORMER, VOLTAGE A.ND KVA NOTED "C1 CURRENT TRANSFORMER CIRCUIT BREAKER W/ FRAME AND TRIP SIZE TO BE INDICATED CURRENT WAITING FUSE, SHOW FUSE SIZE PRIMARY FUSE CUTOUT DISCOW,[CT SWITCH, SHOW FUSE SIZE A F AF AG AT AFF AIC BTRY BCU co. CB CKT CT cu COMM El.EC EMER EXST (F) FS GEN GFI GND I ABBREVIATIONS AMPERE OR AMPMETER CIRCUIT BREAKER AMP FRAME (RATING) AMPERE FUSE ABOVE GROUND CIRCUIT BREAKER AMP TRIP (RATING) ABOVE FINISHED FLOOR AMPERE INTERRUPTING CAPACITY BATTERY BARE COPPER CONDUIT ONLY CIRCUIT BREAKER CIRCUIT CURRENT TRANSFORMER COPPER COMMUNiCATiON ELECTR!CAl EMERGENCY EXISTING FURNISHED f'USIBLE SWITCH GENERATOR GROUND FAULT INTERRUPT[R GROUND GREEN GROUND ~, ________ G_R_O_U_N_D_f_N_G_S_Y_M_B_O_L_S _____________ "T-"-________________ ----------------DISCDWJECT SWITCH NON-FUSED, NEMA 3R DISCONNECT SWiTCH FUSED. NEM.I\ 3R GG HVAC JS i<VA KW HEATING. VENTILATING & AiR CONDITIONING JUNCTION SOX K!lDVDLT '"'PERE(S) K!LDWP,TT(S) 0 ----II> r= s f--L_ I ~ c~ f-- B - .A. -------GROUNDiNG CONDUCTOR ' REV DATE ! #2 MAIN GND LOJP #2 SOiLD GARE son DRAWN TINNED COPPER U/C GROUNDING CONDUCTOR ---EXG11-lERMlC WELD CONNECTiON #2 TAP, GND COr...JD GND BUS TT GND COND GROUND BUS WfTH, COMPRLSSION CONNECTION GRDUl--1D ROD GROUND W[LL PANEL SCHEDULE , R[cTlrltR L ID80 1 s 21Y1---31V, 6 1 <2304 A/C UNIT 2 R[CTIFIEB~------=~"'1"~"8~0-+~+-1 7 12!+-121 s 1 1. , • ,<2304:i A/C UNIT 2 ,1ccRE°"C_Ti'=tlESCH_1"'3~----+1080_b=-+--l---<. _,._-.._19__.·-29'.fr--f.9_ 1.9_ 1 _+-•• 0 , I SPARE-~----.... ---... -_ .. -__ -_-__ ..,, , REC11FfER '3 1080 1 11 i 21-'t--20 12 1 • 0 ! SPAiff l'-'Ticfil°kE:i ---ifrig:rr=--t'--f'--ti-tstw.:::t::Lf,i11i':i:ti1T1~rtrsti~---·----' REC!lfll.R 4 1080 1 13 2w, 20 14 : . . 0 l SPAil[ I Rf'CT:FIER 4 1080 f-+!'~,5-F,1'7.2•1~==-20~· fi,1-1-------t,o,---+,"'sP"'A""R"'E ______ -__ ---i, RECTIFIER #5 1080 1 !17 2rv1--i-20 18 1 0 I 's·-pA-'RcoE---- 1 RECTiFIER i/'.J i080 1 119 I 21~ --20 20 1 10 SPARE l""R""E.s..,CT,,,.if""'iER_~96~-----t108~0-+-=--+--t---LJ?.1121Yj· ~ -20 22 • 7 1679 llGHllNG , R[CTIFllR #6 1080 1 23 i721--c-20 24 1 0 SPARE REl0.i.lFIER '7 108"u --· 1 "" ·w,::· '0 °6. ? 1r·o ' R"YPT'"IE -· ---~~~t=,,,-+--i ' If L_ LJ L_ ~i-~~ L "---~,) i tlr_. if'lk RECTi!ILRj7 .. 10~Q_, __ L .. 27 {J-~J-, ~O 2s i 330 flRE PANEL iiECTWIER i/8 1080 1 29 2u·, _,_ 10 30 I , 0 SPARE RECTIFIER i8 1080 1 31 1 21--e-20 :;2 , 2 360 1 TELtPHCNE RECEP>/\ClE F?ITTI[[g N9 __ .1()§0_ 1_08.,o-+'--r-+.'-+·~33_2,[l/1:::-LZO-:14 _ __ 1 50 1 EMERGENCLUG.~H.~T ____ _ , -RECTIFIER ~9 _ _ __ 1 35 1 2 -, i ,JO J_li_ 3 :i4D RECEPTACLE I ' SPA ... CE. -·----~:o:-_+ 137. -t+!21Y 38 I 161 [Xf1AUST FAN SPACE -0----·-39 i-}+V7 40 1 161 EXHAUST FAN srA"c'E~--------io ! 41 1+H_~2 iO SPA(I ·-.---.. -. _-_-------· I --'""-s--tJ-B_T_D_T_A--L-S---+'9720 97201 1 7 1 3564 3695 SU8TOTAL, i..C.l. = 0 VA DrMAND FACTOR P£RCENT (%) ~ !00 ~C R,\TIIK = iO 000 L.C.L. X 125% = 0 VA DEllftND TOTI( V/1-25§99 ·" = 111 OTHER LOADS "26699 VA TDTA.L VA,s 26699 A-~ J1I ,,-.,~~~~=-·~--~=~-------7-------------------------·-··--PANEL f[ED FROM _ I ----------·-·J ' FEED BREAV.ER LABEL~ I . --~=~=~~~-.--LAST PNlCALC DATE I< TIMt = 07/05/1996 09:49:54 DWG: PNL.2P42 PAl'JEL SCHEDULE FOR REFEREf'JCE ONLY r1EVISION DE'SCR!PTiON DSGN\ APPROVED CHK l DWG NO. 01 10DEC96 ISSUED TO CLIENT !'OR INITIAi_ REVIF:W AND COMMENT CL ! ...--,--·-=, .---KG i-~ 02 IO>\PRS7 ISSUED TO CLIENT FOR FiNAL REV!EW AND COMMENT CL I _.,.., KG _ __,-- 03 27~AB7 REISSUED TO CLIENT FOR FINAL REVIEW AND APPROVAL MiORMD2 DWG 24JAN96 TRANSFER SWITCH KWH METER GROUND GENERATOR SERViCE DROP WEATHERHEAD POLE MOUNTED HJOl< SWITCH L MFGR MGB MTR MTO MTS N.C. N,D NF N.1.C N.T.S PNL PH PVC PT PC RCPT RSG SW SYM TLL XFMR TYP U/G V w WP WHM LENGTH MANUFACTURER MAIN GROUND BUS METER MOUNTED MANUAL TRANSFER SWJTCH NDRMALL Y Cl.OSE0 NORMALLY OPEN NON-FUSED NOT IN CONTRAC', NOT TO SCALt PANEL PHASE POLYVINYL CriLORiDE POTENTIAL TRANSFORMER PHOTOCELL RECEPTACcE RIGID STEEL GALVANIZED SWITCH SYMMETR!CAL TELFPHONE TRANSFORMER TYPICAL UNDERGROUND VOLT WATTS WEATHERPROOF WATTHOUR METER SINGLE LINE DIAGRAM , ' 01 ;:: j I! l 200AF CLASS "T' 200A i 20/240VAC, ·1 PH, 3W METER/MAIN PFDESTAL NEMA 3R U4Cl .OSU RE W!TH CU\SS "r' CURRENT UMITING FUSES iN .. PULL ~ou1'' FUSE HOLD[R CIRCLE A/W MODEL #U224 MTBP WJIH SAFETY SWiTCrl (OR EGUAL) ! #2 GROUNDING ELECTRODE CONDUCTOR • .J ' °'1----2"C-3/!3/0~1#4 GND I I l EXTER!OR OF SHEL.TER I I l l ENVIRONMENT CON1ROL CABINF.T ~--· ----··---I I _NOTES. i. CONTRACTOR SHALL. COORDINf\1E WITH UTILITY COMPANY BEFORE THE START OF CONSTRLJCTJON 2. ALL SERVICE EOUlf'MENT AND INSTAI.LAT!ONS SH.~LL COMPi. Y TO THE N.E.C. AND THE UllLiTi COMPANY CODES ANO REQUIREMENTS 3. [CUiPMENT RATH✓GS SHALL [CUAL OH [XCE[D THE AVt>,!U,8L[ SHORT CiRCUfT CURREMT ____ KA. 4. CONTRACTO,q SHALL PROVfDE SPA.RE FUSES FOR E,\CH PH/1,SF. FOR NEW METER/f0.AlN 5. CONTRACTOR SHALL MAKE Li,\JE SID[ CDNN~CTIOM TO MANUAL TRANSFER SWITCH. 6, CONTRACTOR SHALL INSTALL AND LAt\/D CCNDUCTORS- r--;~tf: ~~~~T- BY ELECiRiCAL CONTRACTOR !' . ~-! 4Hx8Wx8D ------------7 INTERIOR OF SHELTER I 11 30A 2P , FUSED CONNECTIONS BY DTrlERS I I O ,. < I □--PORTABLE STANDBY EXCEPT AS NOTED ( S_/ •. J GENERATOR LUG BOX NOT[ 200A 3P. DOUBLE THROW SEE ,,OTE 6 ! ~----·--i!~-~-:O~ITION TRA~S~E:-~:~C-H -------i L q=;::,::-----4"C 1 1/2"C-3#10+1#10GNG ---"7 r• ------------------- , .. DISCONNECT ' SW:TCH I,. 1 1/2"C-.3#4+1#10GND 2''C-3#3/0+1#4 GND SURFACE POWER ;:-AILURE RELA'i REfERENC[ DRAWiNGS •• MOUNlTD SURGE SUPPRESSOR ~ANE' r' . l. PANEL "A" PLANS PREPARED UNDER THE SUPERVIS!Ol'l OF: 3 I 2 GENERAL CONSTRUCTION NOTES 1 .. ALL WORf< AND MATERIAL SHALL BE iN FULL COMPLIANCE wrrH THE LATEST APPLICABLE EDITION OF THE N.E.C AND ALL REGULATIONS, LAWS. SAFETY ORDERS, ORDINANCES OR CODES. 2. CONTRACTOR SHALL PROVIDE /,LL MATERIAL. EXCEPT AS SPECIFIED IN CONTRACT, ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE U L LABEL. AND COMF'LY WITH ANSI. iEEE AND NEMA STANDARDS WHERE APPLICABLE. 3. DESIGN DRA.WINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLCWED AS CLOSELY AS -~CTUAL cot,STRUCTION COND!,IONS w1:.L PERMIT.i\NY ERROR. OMISSID,~ OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE AfTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE CDl'JSTRlJCTION. 4, RIGID STEEL CONDUIT INCLUDING COUPLING, LDCKNUTS, NIPPLES AND FITTINGS SHALL BE GALVANIZED AND CONDUi1S SHALL BEAR THE U.L. !.ABEL. ALL FITTINGS SHALL BE THHEADED EXCEPT WHEf<E At, ADAPTER IS USED TO CONNECT TO PVC. 5, All ELECTRICAL MATERIALS SHALi. BE U.L. LISTED AND LABELED. 6. CONDUCTORS FDR GENERAL WIRING SHALL SE N.E.C. STt>.NDARD ANNEALfD COPPER WIRE WITH NEC. 600 VOLT INSULATiON, #6 AND LARGER. STRANDED TYPE, THHN Oil THWN #10 AND SMALLER. SCUD TYPE. THHN DR THWN CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL 8[ TYPE KHHW, CONDUCTORS IN CONDUITS ABOVE ROOF. ON TDP DF ROOF OR INSIDE BUILT--UP ROOFING MATERIAL SHALL BE TYPE XHHN. 7. UQUiDTIGHT H.EXIBLE METAL CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEX!BLE CONNECT:m, iS REQUIRED. a, AU. GROUND RODS SHALL BE 5/B"x8'-0" M!:DIUM C.ARBON STEEL CORE AND COPPER CLAD BY MOLTEN WELD. Uf\!LESS NOTED OTHLRWISE. 9, ALL UNDERGROUND GROUND CONDUCTOR CDNNECT:ONS SHALL BE EXOTHERMIC,\LLY WELDED 1'/PE. UNl..ESS OTHERVVISE NOTED. I 0. UNLESS NOTED OTHEl<WISE. SlJfffAc[ MOUNTED OUTLET FDR EXTERIOR LOCATIONS SHALL BE FERAL.DY. CAD/ZINC ELECTROPLATED WITH THRcADED HUBS OR CONDUIT ENTRANCES ORILLLD AND TAPPED -~LL COVERS SHALL BE SELF CLOSING ANG CASKETED. SURFACE MOUNTED DUTlEl FOR INTERIOR LOCATIONS SHALL BE GALVANIZED PRESSED SIEEL WITH CDVER PLATE SIERRA PLASTIC STYL.E, IVORY COLOR. 1 L THE FOLLOWING LENGTHS ARE APPROX!MATE. THE CONTRAClOR SHALL V[RWY Al_L DiSTt-NCES: ELECTRICAL P::JWER = 760 FT TELEPHONE = 760 FT 12. cor,TRACTOR SHALL PULL IN NEW CONDUCTOR TO MATCH EXISTING. UNDERGROUND NOTES 1, ALL UNDERGROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL OR SCHEDULE 40 PVC OR TYPE "t.:s·' FOR STRA1GHT RUNS. r .. L.L BENDS ANO SWEEPS SHALL BE SCHEDULF 80 PVC. 2. MINIMUM SIZE OF UND[RGROUND CONDUIT SHALL BE f' 3. DELETED 4, CONCRETE ENCASEMENT SHALL BE A MINIMUM OF 3" TOP. BOTTOM AND SIDES WITH f, MINIMUM SEPl,RA,IDN BETWEEN CONDUITS OF 1-1 /2". UNLESS OTHERWiSE NDl ED 5. TOP OF CONCRETE ENCASEM~N1 S1-iALL 8( AS SHOWt\i ON PLANS BUT IN NO CASE BE LESS THAi✓ is·· BELOW GRADE iN NON-TRAFFiC AREAS AND 30"' BELOW GRADE IN HEAVY TRAFF!C ARE.t..S (UNDER ROADWAY, 8UILl)iNG SLAGS. RAILROAD CROSSINGS, ETC). 7. tt~STALLATiON OF ANY PORTION or A DUCT 8/.,NK :M THE 45' CONL OF DEFLECT!ON rROM THE LOW POINT OF ANY FOUND,6.TiON '3HALL BE AVOIDED. 8. RJGID STEEL GALVA!~!ZED CONDUIT SHA.LL 9E USED FOR /\LL INDMDUAL CONDUiT RiSERS FROM NONMITAl.L!C CONDUl7 DUCT 8/..Nl<S. 9 A.LL HORiZOl'J';AL BENDS lt-J UNDERGROUND CONDLliT SHALL. 8[ LONG RJ\DIUS SWEEPS 10, /,LL CONDUITS SHALL BE INSTALLED WITH A MIN'MUM OF BENDS AND OFFSETS. 11, THE USE OF 1,Yl.ON CONDUIT SPACERS IS 'THE OPTION OF THE CONTRACTOr<, CONDUITS SHALL BE SPACED AS NOTED. 12. CONTRACTOR Si-!ALL USE .. 2 BAG .. SLURRY WHERE !NDICArED. 1--------------------------------------------------- m:s1GN[D GY C. UM CHECKED 8-'t D. HIN(;ORANi Stt!='Effir.SCR .APPVL DATE I CELL SITE #686. 10 ELECTRICAL SYMBOLS, NOTES PANEL SCHEDULE & SINGLE LINE DIAGRAM 0 • N ~ (:, ;:,, -· -~ Q ~ ,-:- ~ ..... 'F' V :: g:: f- " " • N 2 J 1-~ C ~- "' :,. V, '" " " (/"l ;-L. 1i' 0. D '" '--' ::, 0 '" rr GRQUNDING _NOTES: 1, A GROUNDING SYSTEM SHALL BE !~STALLED TO ENSURE SAFETY TO PERSONNEL AND EQUIPMENT IN CASE OF E!,ECTR!CAL EOlliPMENl FAILURES AND TO PREVENT FIRES AND Q,b,MP..GE FROM LIGHTNING AND/OR STAnc EL[CTK1Cl1Y. 2, ALL GROUNDING SYSTEMS WILL 8E IN ACCORDANCE WITH THE LATEST VERSIONS OF THE FOLLOWING AS A MINIMUM, A_ M1TICLE 250 OF THE N.E.C. 8. IEEE STANDARDS 142 (RECOMM[NDED PRACTICES) C, NFPi' 780 (LIGHTNING) D. NATION/sL EU:C1R!CAL SAFETY CO!Jb: 3. (NOT USED) 4. ALL GROUND CONDUCTOR SHALL BE SEPARATED A MINiMUM OF TNO (2) INCHES FROM SiGNA.L / CQt;,JTROL. ANTEf'-JNA / TRANSM1SS!ON LINES AND A/C POWER CABL[S i'N D CORDS. 5. TO M!~~IMIZE ANY POTENTIAL FOR FLASHQ\_lfR OR EFFECTS OF MAGNET!C ~tEl..DS THE HALO GF"<OUNO RING SHA~L NOT BE LOCATED A WiTHiN SIX (6) INCHES OF NOR RUNNING ALONG .t~NY MAGNETIC STRUCTURES SUCH AS DUCT OR I-BEAMS B. W!TH!N 1WO (2) INCHES QF ANY U1HER /vl[TALUC OBJECTS. CONDUIT, C,'\8~ E TRAYS OR EQLi!PMENT CABINETS O RP,CKS. 6. PROVIDE CODE SiZE iNSliLATE.D GROJND WIRE IN ALL EL[CTf-?iCAL.. CO~lDU!TS GROUNDING SYSTEM SHALL BE CONNECTED TO :·HE EQUIPMENT SHELTEr<: / EOU:PMENT ROOM AT ONE COMMON POINT (r.JAIN GROUhlD BUS). 7, 8, 9. PROV!DE LYNCOLE •·x1! SELF-CONTt ... iNE.:D GROUNDING fYPE SYSTEM FOR SINGLE POlNT GROUNDlNG. THE GROUNDiNG SYSTEM IS TO BE TESTED AFT:::R !NSTALLATiON AND SHOULD m::G!STf.R 5 OHMS OR LESS, A S!TE :..oG OF THESE READ!NGS W!TH SIGNATURE SHALL BE KEPT 0:'J SlTE. ANY READING ABOVE 5 OHMS SHALL BE REPORTE.D IMMEDIATELY TO THE CELLULAR DIVISIONAL OFFICE. 0 EXTERIOR CROU~JD BUS WAVE GUIDE PORT N,JD O?IDGE SHA:..L BE GR01Jr1.1DED TO THE EX:ERNAL GROV,JD BUS LOCATED BELOW THE WAVE GUIDE ENTRY PORT, wnH #2 TINNED souo COPPER WIRE, THE EXTERNAL GROUND BUS S!-L4LL BE CONNECTED YJ:TH #2 TINNED SCUD COPPEF; W!RE TO THE APPROVED BURJED GROUNDING SYSTEM. BUS CONNECTIONS SHALL BE DOUBLE LUG-BOLTED, SCRCWED MECHANICAL CO~NECTiON WITH STAR WASI-JERS AND NO-OX GREASE" CONNECT!ONS TO EXTERIOR BURIED GROUNDING SYSTEM SHALL. B~ OF THE EXOTHERMlC WELDED TYPE. (i) MONOPOLE GROJMD BUS ~ PROV!DE #2 GROUND COND;JCTOH FROM EXTERIOR GROUND BUS TO MONOPOLE GROUND GUS, CONNECTiDN AT BUSS SHALL BE DOUBLE LUG-BOLTLD TYPE, ~If l_~ .\ 13 ---1 ; I ' l I l I I ' I A ( 1 )GROUND BUS SYALL BE MOUt,JTED JUST BEL.OW THE UPPER COAX CABLE O?Ei'llNG; cnouND BUS SHALL BE BOLTED TO ~}ONOPOL[. EACH COA,'< CABLE !S GROUNDED :'O THE GROUND BUS BY ( 1)#6 GROUNDING CONDUCTOR AND CONNEC":[D TO TH£: COA,X WiTH 1\N APPROVED GROUNDiNG STRAP. f'PVC-#2 GROUNDING C:O,\JDUCTOR INSIDE MONOPOLE DOWN TO APPROVED GROUND:t-JG SYS f'EM. ( 1 )GROU~~O BUS SHALL SE MOU~TED JUST BE~OW 7HE LOWER COAX CABLE OPENING; GROUND BUS WILL 8[ BOLTED TO 7HE MONOPOLE (MOUNT SU'.~ lNSiDE MGNOPOLE} f' PVC·-#2 SOUD GRCUNDING CONDUC10R \'/!LL BE ROUTED !NSIDt: THE Mot~DPOLE. TO THE APPROVED GROUNDING SY:",TEM. ~ Roor:· r\QWN ro,NnUC'10'R i,-..-:::J•JUNil!N'"'l ~ , : ,.., ,I, >..-I~' • \'-"/'\',. ;.,,,,.\.'.', PROVIDE #2 GROUNDING COM9UCTOR FROM DOWN E:XTERIOR (CORNER OF 8UiLDING) TO 0 MAIN GROUND BUS ROOF Mour,T[D GROUND BUS THE: EXTERIOR GROUND!NG SYSTEM 1 #2 GROUt--JDING TO THE EXTERiOP CONDUCTOR WJLL BE TERM1NATED FROM THE MA1N GROUND BUS GROUN~:NG SYSTEM THROUGH A PVC SLEEVE AT 45" DEGREl ANCLE BUS CONt✓ECT!ONS SHALL BE DOUBl..E LUG~-80L1ED, SCRt::WED MECHANiCAL CONNt~CTED \rVITH SlA.R WASHERS AND NO·~·-OX GREASE. CONNECTION TO EXTERlOR APPROVU) 8llR!F J GROUNDING SYSTEM SHALL BE OF lHE EXOTH~RM!C WELDED TYPE 0 SLEEVES ALL GROUND!NG CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS. FLOORS, OR C£iUNG. IF CONDUCTORS MIJS1 RUN THROUGH EMT BOTH ENDS OF CONDUi: SHALL GE GROUNDED, SEAL BOTH END or CO~DUIT WlTH S!UCONE CAULK. © COAXIAL BR!DGE: / TRAY PROVIDE 1 #2 GaOUNDIC•IG CONDUCTOR fROM EXTER;OR GROUND BUS TO COL\XiAL GR!DGE OR TRi'Y, 0 HALO GRO~JND LOOP ® TliE EQulPME,~T GROUND THE ELECTRICAL EOUiPMtNT GROUNDING CDNNECT10N SHALL BE M.1\C,E W:TH 1 #6 M!N STRANDED GREEN iNSULJ\TU) COPPER CONDJC:Of-? FROM THE #2 GROUND 1-1'\l.0 USl~✓G A COMPRESSION F!TTlNC: UR AN APPROVED EOUA:.... ALL COMMUNiC/..,"T!ONS EDU!PMENT GHDJND!NC AND Gt-?OUNDJNG CONN[CTJONS W!Ll St THE" SCl.E Rt.SPONS!AH !TY OF T~E tO\JtPMENT GROUNDiNG CONTRACTOR ·10 1NSTA.L.L TEST /\ND A.PPR'JVE. ® BUiLDiNC GROUND CONf'JECT!ON #'..' GROUNDING CONDUCTOR rnoM 'NTERIOR GROUNDll"G SYSTEM TO EXTERICR MAit" GROUND SYSTEM (PROVIDED 3Y SHELTER .VANUFACTUREf1). COORDJ~A.T[ WITH SHELT[R M/\NUFt,CTUREF< D!{A_\VINGS FUR EXACT LOCATION OF GROUNOiNG SLEEVES. (]_SJ GROUNDING ROO" MOU~,ED EQUIPMENT PROVJDE #2 GROUNDING CONDUCTOR FROM [XTERIOR GROUND SYSTEM TO Al l. ROOF MOUNTED EQUIPMENT. CABLE TR,•W. W/\VE GUiDL COAX CABLE. AIR CONDIT!ONrNG. EXH,~UST FAN, AN"YENNA SUPPORT FRAME, A"·W ALL OTHER E'OUtPMENT RELATED TO THE NEW CEll..ULJ\R EOUiPMt~JT ROOM. @ MONOPOLE BASE PF"DVIDE #2 GF?OUNDING CONDUCTOR FRO~l EXTERJOR GROUND SYSTEM TO MONOPOLF. B.A.SE, CONNEC~iONS AT BASE SHALL BE OF THE EXOTHERMIC WELDED TiPE DSG!~ APPROVED REV DATE R£ViSfO~ DESCRIPTION f------~ DWG CHK -·---- ------~01 lDDf.C96 iSSUED TO CU ENT FOR L"Jffi.A.L REVJE'N AND COMM[NT CL ·---,,--~ I GK REVIEW AND COMMENT CL -------02 lMPR97 ISSUED TO Ct..it'.NT FOR F!NAL __.,,,.-,· ITT 0 f E ~ § il' E 0.3 21MAY97 ADaED CONCflETE WALK PAO, STA!RS AND RETAINING WALL REISSUED TO CUEl,T FQR FINAL REVIEW AND APPROVAL ADDED UTILITY PULL80X PER CLIENT COMMENT 04 19JUN97 ISSUED FOR PLAN CHECK REViSED PER PLAN CHECK COMMENT 05 19AfJG97 ISSUED FOR PERMIT APPROVAi AAFORMD2.iJ#G 24..'AN96 GK ----CL t--DH __.,,,.-,---~ ,.,,.- ---r, ~l:_ DH ,,,.,. S.S. ---------D.H. ~ \ \\ ' \_R[l'6TAcL NO. -•·•~---- I ' ' ! ' ' ' ! ! ' , EX:!ST!f,JC; UO-ff ~i;ffJRE'.: A80Vl ~·:~~ISH CSADE \ \ \ \_ .. ::;,n,,1(WL EXiST:r~c t.JGHT r:XTUR[S AHU u:,~-n P(J[ F, ctn fXiSTit-./G fTlUNf"J/\T!DN TO 2' er GEL CW CFADE. Vi~:NST.ALL UGM'1 FIXTURES AT 60'-0~ ABOVE r1~JISH C;RAD[ Of'-; L .. ti. C EU ... ULAf< MO~~OPOLE, ROUTE NZW co~,,oun & C-QN'.}UC70RS ~c NEW F1XTUR[ !.OCAiiO~, Si?[ TO MATCH FORMU< CO:\iDUCTORS. RE., URN EX!STIM; LiGHT POLE l"D ONNEF?.. CON1/\Cf C:TY OF !'JEvVPORT su~::H TO ~1AK[ ARRANGtJJt:'.:'rl FJK' PUl...E DELIVERY WITH A~TENNAS COAX C.ABLE UNDERGF~OUND SERVICE ALERT J 1-800-422-4133 j CoH USA/SC , ___ :_: .. ~~.·•.-.-I-UNDERGROUND DUC.' f BANK l ,., WITH R!GiD GALVANlZEO . , ., •• . -,_. '· STEEL cm,mun For U.1dae:-ground Locating 2 \!forking Dc~s •-~e1ore 1•~: .. ?ig_ .... REFERENCE ·---•·•--·-· __ , -· --·--· .. DRt<'NINGS ·---- ·--------·--- UNDERG:;'G~i✓D DUCT BANK W!iH SCHEDULE 40 PVC CONDUtT. SCHEDUL:: 80 FOR BENDS AND SWEEPS L. ~C) A.~~ C:ELI_JULi\R / ! I I / f / (TYP 5] I [?[1(1/J@~ @f\C:J D ~ [1 u~f1{]@@DJJ __J N011Cf.: !HI$ DRA-Ym..;G HAS Nt)f LE GEEN PUBLISHED ANO !S 1'HE 'SO rROP'£RTt or FLUOR f}A¾!IEL .ll.f,/0 !S t(NT TO 1"HE Bormowu~ rof? THEIR CONFIDEf,fflAL lJSt: ON' .. Y, AND IN CONSlDtRA1iON or 'fHE ]. ""' mJRN or 1h15 DRAWiNG. 1HE BORROWER ?ROl.l!SfS AND AGR~ES 70 R,., r-UPON RLO\JEST AND AGR[ES lH/41 rr W!Ll NCI BE /'<EPf-iOD~crn, COP!ED, LENT OR v1"11ERW1~,[ DISPOSED CF DIRECTLY OR INDIR[CTt NOP.: l!SEO rm, ANY FURPOS[ 01HER T>--1.AN FOR \r{t"tC4 fl IS f'\J!?N q ,, CO/\X PLANS PREPARED UNDER THE SUPEfNlSION or·: 0 0 ! DC5!GNW SY C. UM 1 O' 1' 2' -{, 4' 8' 12' h±-r+tl -;--;---------11~----1/ CELL SITE #686. 10 ELECTRICAL CO.AX CABLE U/G AND GROUNDING PLAN BONITA CREEK PARK, NEWPORT BEACH, UNiVERSIT'!' 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I .('~ -_ ~ -® I I "' ' -,1 ,,_,, _,_-', l_; "'-. _. \,, 1 /,hi 1 / a\_ \-<,;-------+-E-4--!TELCO Pl!:UlOX / ' \ )--, ' ' f;J;_'-, o'\, -1' '\ / -j, '\ <,., ' ', "-\_, ~ \ ' '\ "--,_ ! ~~ '-, -\-~ '\ , ~ '--f-"', ~ ,_ ,, -, -, ' ---------~ " lfJ c;-, ",\ ..... / ~ ,..,, '\, ' "' 9:-\ -/ __,,--;"' '--'-> \ // -(() n \_ (' ';4" C,0, W1T" ,,/8" / _,-'O --' ,_.-,_ ;:..,"_/CJ'~ '. " -... --.... ~ ! .... / ,,._,/' '7 t,, ' ,/ '-. -,--\_ \ --YF'lOW p,111 ROc'l ..,,,,_,,-' 1, _,/ '\ ~iri:" ','\ '-,\ ------,. ,_®_ -\'-' e,o};~ p-,,, / 1f. .,, '. ... ,'t/,G ;o\4>\V _ _,,.,... O ' ', -' a ,s'--,,'\-,sv / ""\ '-, \ '\ ----::~✓-/~~~ .,,✓~ }. ,?,), '\ ~j v' '1)[C-3#3/0+1#4Cti!J \> --(;('/,;_;1:fi:,;;----_c-') //~ \ V -C,~ ',\ -~ -,-oo' j~ --1~--1 f~. _ _,/-~,,.,,,, -':'---::.:;7 __ "~~:"-~ , 7 , 1~ ,, ::,";,,-, \ __> -E_2 .; ) \/ p-,/. _,,✓ o.,,_r / ' l' O' • \.) r; \--''_>: \ \✓, c '--V \ \,_ Q .~-\ .,/ \\_ _.\.:-·"' t.4 /,# , ... .,.\ /' \_\., ' 1' ,/ ~-"'~. '\ '~ ,,/ ..,.,,..✓ -\c.., ,I,..,......~,"' -, / 'h ,_ , ,,,.✓✓-_,/ '1 <r \>'-,' --_,,/ \_ j' -"'I c},\ \, / ----✓--1,\, --,,, -0,\ ' ,t:';' ,,_;<--, \\ /', I ,_,/ ,,_,,-' -' "\--l-1 -✓--/ 8 (j --'t; i \ '( "" ~ --/ --r,CJ ,,/ !~ o~,, .,,..,_,) ... •·-o~ ~ , ~ ,.•t:~9 -/ t _ "" -\.~ ., :: I .-~,---~ n , 0 .., / v:,, ·~ //';.Y-fv) i u \\,) ~ '. ' ~~,,, .: "-..::-· r-,·· I·~ .,. .,,-,, \<:, µ_..,,, -.;s. "'\., (£; / 0: ~. C:i~/j\ _// !J·· -:--J '·-:· \;" ' '\."(\,.;-,,,-- '"-; C) ~,,,-.. • .,,,; . -... I y,,,-• \ fVJJ <t: _/,:_,,,/ \ < 0::: /_.,,.,,._·~ "4 ,'. ,/ \\ -SJ FD WELL 1,10,~ 'o 1 -,z__ D z X w 0 , __ r, ::, z 0 0 z 0 u ME1Er~ PEDESTAL z 0:, X 0 (/) I PO\NER & TELCO UNDERGROUND PLAN NTS 4 JE_L_CQ NOTES: 1, ALL CONDUIT BENDS TO HAVE MINIMUN RADIUS IN f!::ET EQUAL TD DIAMETER or CONDUIT IN INCHES, 2'' DiAMETER=2&' RADiUS, ETC, 2, NO CONDUIT RUN TO HAVE OVER TWO 90' BENDS, iF NECESS.~RY TO HAVE OVER TWO 90' BENDS, INSERT ACCESSIBLE PULL BOX IN RUN, CON,ACT TELEPHONE [NGINEER FOR PULL BOX S,IZING. 3, ALL CONDUIT SHAU BE LEFT CiSAN, ORY AND FREE OF DEBRIS OR OTHER OBSTRUCTIONS" A PULL LINE EOJIVALENT TO ,¥14 AWG-3/16" POLPROPYl ENF OR CONDUIT MEASURING TAPE, 4. APPROVED PLASTIC IS SPECiFIED !N UNDERGROUND CONSTRUCTION. CONDULETS, PLUMBER'S FITTING, WATER AND Gl'S PIPES MUST NOT BE USED. S. CONDU!T PLACED IN SAME TRENCH WITH POWER CONDUIT MUST BE SEPN,A1ED BY NOT LESS THAN 12" OF WELL PACl<ED DiRT OR 3" or CONCRETE AND HAVE NOT LESS TH1-\N 30" OF COVER'. 5_ APPROVED PLASTIC CONDUIT PRIVATE PROPJJ<JJ' P.V.C. SCH. 40 PTS 66 A,B,S, "D.8"" P&C DUCT ,---------EXISTl~JG 10" SAN i TARY S(i/CR PUBUC STREET PTS &6 2" PTS 77 4" ,--" EX 1ST !NG 18" CONCRE.TE \\ STORM DRA ir-.l P !PE_ .-•. / / \ - \ / / \ \ \ \ / / / / / / / / I I I i ! I I ._.,._ E21 ' r I I I I -I I I -I I -I , . .l i ~ 1, •,•, ' i J I , I I I I I I I I I I I I I _ I I I I I ! ! I I I ,-- -I ! " I (1)4"C,0 W1TH 3/!:l" YELLOW PULL ROPE I -· : ( 1 )2" C-3#3/0+ 1 //4GND i :·.i f •. l-- I I r I / / / • REV D,6,TE REVISION DESCRlPTi0N APPROVED DWG NO. 01 100EC95 RffERENCE DRMJINGS PLANS PREPARED UNDER THE SUPERVISION OF: CS~OD~~ LID£Cj□rnl1 ~--•·· -• /;/'/-, ~ ~_,"'\_, 02 10/1PR97 ISSUED TO CLIENT FOR FINAL REVIEW AND COMMENT 3 / / / I \ -eC1 :;::> ---,..,~ -"',-LOCt1TION FOR FUTURE ~ _. \ PORTABLE STANDBY GENERATOR \ I I I I I I I 1--Y-6" HiGH 2 METAL GUARDRA!L -~l I ; I I ! I I 54" j_ 2' M;N I I • :Z<:· '</..< / 1 UNASSIGNED PARK1NG SPACE r~ I ) \, J "'-._,. / n - • I I . I I I --- / E4 / METER/MAIN --SERVICE PEDES TAL • I >,/ ,<_'"//-:'.. ;-~ "\., "\.'':,.,,., 2"C-3#3/0-,1#4Gtm TO 3KVA BOOST( 14' H,!3"Wx8" D) IN ENVIR COMTROL CAS!NET ELECTRICAL PEDESTAL DESIGNf.D fH CHECKi:.D BY D. H!NGOFi'ANi SIJPEfNl'SJ~ NTS CELL SITE # 686, i 0 ELECTRICAL PO'vVER & TELCO UNDERGROUND PLAN 0 f?/]U:i/]@@~J~ /4~'.~~~ .~ $~~~ ,r CL ! ~ ' L. l\. ~4'."3s,_::::,,. N01!CE, ms DRA\\1NG '<AG NO'f a,rn Pl'BtrSHED AND IS 1HE SOlE 11~:~suN ~~fi~g;;:M J·t"Y'II l(AD ENC,/$"[c,,crs, BONITA CREEK PARK. UNIVERSITY DRIVE '1 o ADDED UT!UTY PULLBOX PER CU ENT COMMENT .., c ELL(TL AR PROP£1"Y or ru.roR DJ.J,1£l ANV is LEN1 10 THE aoRRO'NE~ roR \ '\..c HS'~ f, J D. H!NG0RANI , s 04 19JUN97 -,sSUED r,--OR Pl "N l'H(C'I< DH ; • ; -"'"" CONnDCN1"-l USE ONC,, '-NO IN COhSIOERATlON o, TH['""' ,,-' XP,01/3, ",,,,~• s.--C'f,~-N[IWPORT BEACH CA 92658 ! "-Lr, ~ "" -'JF TH!$ DRAWING. THf: nor?ROWER Pf<OM:S.ES AND AGREES •o RDURN \\.~n.· NO. C26◊f•8 li,~''J r;v,., -A."'f"vl DATE i !.,J g -, Re_v1s·E-o PER PLAN cHlCK coMMENT s s ✓-~ ,, ,_,,,, "'""'-"·o ,-·e,,, , .. ,, ",.,,,. ,~ "' "'""o"c'c--o ,,,-,, ~~~,,, 0 N 05 19-l.UG97' • • -~ ,.,,y.," "" ~' ""' '-"·-"...,,. '' •·~~ "' v ",. '-'• r.' --::,..;.'¼r:,~._._._ __ ,,...-,~~0)??' l_':0~4::45:'_!6~0~0'.:::3 ____ ._j_ ______ -!z;::~:---r;;;;;;;;;;,,:;--N!;-;:,;:;-;;-;--------------i-;~;-'7 O R. PALAS 03 27~Al97 RE:SSUED TO CLIEMT FOR CINAL REV!EW AND APPROVAL iNITW5 2 issuEo FOR PERMIT .A.PPROVAL D.H. ,,..,,,,-· coP1m. LENT of? ml-lEPVf.sE 01sPosw cw c1i:i:::crL" oR 1No;xtcrL,. ~:~ 0 ,.._ c;,,.\ ... :,,,,;?:1· t-SCALE I DRAWING NUMSER REV () "'1--+---'-------------------------+,;:_,-t=-----:;,,+----------+--------------------------------j NDR USED •oq A."-IY PU.!<POS[ OTHER TH.AN FOR 'l:iH!CH iT !S: F'!.IRNISHEO. "-~~~__::,,.-"' curnr APP\11. DATE ~ ~ t-------tAcrc 1,14--~1--o"I o4-455003-685_10--cD-E3 os 15 0 ' ,.,....,,..,.,. ~1-._,,1._ __ j_ _______________________ _j_ _ _:•~/""-~----L---------"-------------------------------'----------------'---:'I"'"--------------------''---,,-----------''---------------'~-------~------~~---~----------------:--:--::--:-:::-:-:::--::----,, DWG r:LE UPDt,TED -YES □ NJ O MODEL UPDATED -YE::. -·j : NO□ PLOT DAT!:: 19AUG97 Ct<.DD FIU: NO.: .M686EQ3 .DWG AAfORMl).2.DWG 24JAN9€ -----------------------------------~ I V\ , ,, I: I L _j L / :J 1 ' . .J I L J D = 0 A 8 MAIN GROUND CONDUCTOR SEE PLAN DWG FOR NUMBER & S!ZE OF CONNECTIONS {M.AXIMUM 3 #2/0) 7 GROUND TEST WELL 0: 0 REV DATE 2'-6" REVISION DESCRJPTION SAUNDER MODEL /158476 PRE DRILLED COVER " ~--r-1~GND LUG(T'IP) SCREW TO PLJLL80X WALL 1/---·-GMD BUSHING(TYP) "" 1Il .--------\\ •• j DSGN APPROVED I 6 I DRMNG STUD & COUPUNG --~ .-GRAD~ OR PAVING (RE-USE FOR EACH INST.~LLAilON) \ j ~/ /,'/',,;:-".,~";:'<,.,,·'/:7.,",:-:..vv:,,r.~r<,:-,",:;-----'~ \,--\c-,--l i-~ -~/ /~~~~"( EXOTHERMIC WELDED CONNECTOR --g I I GRO:IND RDO, 5/f5 X 8'-0" ----t COPPER CLAD STEEL I )~ ~\ v; ' I / \ I ' I MAIN GROUND CONDUCTOR _V SEE PLAN DWG FOR NUMBE:R & SIZE or CON~ECT!CNS (MAX:MUM 3 #2/0) GROUND ROD METER FACE ---/ f<E:UU:f~[D ClC/1.RANCE------ DWG NO. ....._,, COAX CABLE DOWN TO EOUiPMENT ROOM EXTFRiOR BUS, ENCLOSURE 5 TOP OF ROAD-~\ NON TRAFFIC HEAVY TRAFFIC AREAS I CONDUIT ___ / \ 4 #2 BARE COPPER GROUNDING CONDUCTOR (AS REDUIRED) #4 VERTICAL WIRE (TYP) MINIMUM SPACING BETWElN HORIZONTAL & VERTICAL ROWS OF CONDUIT SHALL BE 2" b N ,\ -TIE CONDUITS iN PL/I.CE W / i/ 16 SOFT lRON WIRE. CONCRETE / 27' I \_::-#4 REBAR ...... 1------' -·---------USED APPROX EVERY T-0" FOR CONDUiT SPACING TYPICAL CONDUIT DUCT BANK BACkT!;_L TO fAATCH -·1 4 CONDUIT (TELCO) VERIFY CQrJDUIT 1YPE W!TH UTiL1TY COMPANY I SLURRY (SEE GEN. NOTES) \\ ••• --- t.O MlN OR AS REOU!RED 2'' CONDUIT (POWER) VERIFY CONDU!T TYPE WITH UT!UTY COMPANY C\ 1,1 Cl'.'. 5 0 Lu Cl: I HP PAVING OR F!NISHE□ GRADE 3 T~BLE 1 I 4" 5" i MlNiMUM RADIUS 24" 24~ j 24~ 36» i -···········---··--T-Y_P_IC_A.L __ c_.O_N_D_U_' I_T_S_T_U_B_U_P _____ -160\_[_~_o-l OUTDOOR LOCATION V WARN!NG PLANS PREPARED UNDER THE SUPERV!SiON OF; ' I \_ -u·PPOR··· <·c'"C,' ,,·-"II' ' ':.;. '.~ · , l \,... '<'IVV• I Y· . I;-, NYLON cor~DUff CHAlRS. SPACE .AS REOUiRlD C. UM Cl-i[Cl<[D SY l<. HtNGOKl•Nl 2 I DESIGN NOTE: ANCHOR, CONCRETE. !/4'-20 BOLT, MACH, 1/4'-20 X 3/4". CAi.VANIZED LOCKWASHER, 1/4", GALVANIZED CLAMP. CONDUIT, r, ONE HOLE W/CLAMP BACK, CALV.<N!ZED CONDUIT, 1'', RSG MYERS HUB, 1". GROIJNDi"lG TYPE TRANSFOilMER NEUTRAL BUSHJNC ----~ 1 r ---WHlTE rNSULAl ED \ co~mL'CTOR SIZE BONDING ,IUMPER -----+-.1 \ I tr_.~"g:r ON r,y~~ ~(. l \ IXO) I ":=!--1 TO PNL. ~A .... ':..J\.::!.,,/ , I ,,---l 1---NEUTRAL BONDING JUMPER --, \,.,U;i. -'.'--------.L, \ nl I GROUND WIRE & BONDING JUMPERS SHALL BE S!ZED JN ACCORDANCE WEH NEC ART!CLE 250, StZES SHALL BE SHOWN ON THIS ASSEMBLY ACCORDING!_ Y. PAD MOUNTED 1'[15' -----------------------------1----1 / TRANSFORMER GROUNDING \_ -· GRADE ' I .. j COVER CELL SITE #686.10 ELECTRICAL INSTALLATION DETAILS i I R. P,-'\LAS l---------+-------1--------------------------l tf.AJJ ENGf</':,P(ClALIST N v) 0 ::<, 1"' C; 0, * '\) I;, 7' -.s = 1, IT SHALL 8E RESPONSIBILITY OF THE VAULT MANUFACTURER ASSOCIATED CONCRETE PRODUCTS, INC,, TO DELIVERY AND SET THE VAULT IN AN EXCAVAT!ON PROVIDED BY THE SITE CONTRACTOR DELIVER AND OFFLOAD THE £NVIRONMENTAL SUPPORT CABINET (E.S,C.) AND SEPARATE HATCH ASSEMBLY. 2. IT SHALL ALSO BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO SUPPLY ALL LABOR AND MATERiALS, TO PERFORM ALL SITE CONSTRUCTION WORK AS INDICATED ON THE ARCHITECTS AND ASSOCIATED CONCRETE PRODUCTS DRAWINGS. THIS WORK IN REGARDS TO THE A.C.P. DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 3, A.) PROVIDE AND OSHA APPROVED EXCAVATION TO ACCEPT VAULT. B.) PROVIDE THE ENVIRONMENTAL SUPPORT CABINET FOOTING AND SECURE THE E.S.C. C.) MOUNT AND SECURE THE VAULT ACCESS HATCH ASSEMBLY D,) PROVIDE AND INSTALL ALL INTERCONNECTIONS BETWEEN THE VAULT AND THE E.S.C,, THIS TO INCLUDE ALL ELECTRICAL CONDUIT ANO CONDUCTORS ALL MECHANICAL CONDUIT AND REFRIGERATiON LINES AND ALL AIR SUPPLY & DISCHARGE LINES. E.) TEST ALL LINES AS INDICATED ON THE DRAWINGS F.) CHARGE AND TEST THE AIR CONDITIONING SYSTEM ' G,) BACKFILL AND COMPACT ALL EXCAVATION PER PLANS GOVERNING CODES FOR THIS Pf<OJECT ARE THE 1991 UBC, UPC, AND UMC AND THE i 990 NEC WITH STATE AND LOCAL AMENDMENTS CONTROLLED ENVIRONMENT VAULT (C.E.V.) IS DESIGNED FOR H20 TRAFFIC LOADING, SOIL AND WATER PRESSURES PER ASTM C857 AND AASHTO STANDARDS. IF ANY CEV HAS ADDITIONAL LOADING DUE TO CONDITIONS SUCH AS AN ADJACENT !3UiLDING, SITE RETAINING WALLS, MONO POLES, TOWERS AND RAILROAD LOADING, ETC., THEN QUIKSET SHALL BE CONTACTED FOR ASSISTANCE IN SPECIAL DESIGN FOR THE SITE CONDITIONS. T.S. SHEET INDEX GENERAL NOTES AND DESIGN CRITERIA A--1 SITE AND FINISH DETAILS AND STRUCTURE SECTION A-2 PIPING DETAiLS TO ENVIRONMENTAL SUPPORT CABINET AND CONDUIT LAYOUT DETAILS. A-3 ACCESS HATCH/VAULT INSTALLATION DETAIL A·-4 GROUNDING AND DUCT /PIPE CONNECTIONS. S-1 THRU S-6 STRUCTURAL REINFORCING AND LAYOUT OF CONCRETE VAULT ELECTRICAL INTERIOR ELEVATIONS AND MATERIAL LIST E-2 SINGLE LIN!: ELECTRICAL DIAGRAM E-4/ E-5/ E-6 ELECTRICAL SCHEMATICS/ DIAGRAMS AND DETAILS M-1 A/C HOOK-UP Ar~D MECHANICAL DUCT LAYOUT AND DETAILS r ASSOCI ATE!) SANTA ANA (714} 557-747() J'-'\ • .lm'i . -SAN DIEGO 1619{ 578-53:15 CONCRETE PRODUCTS INC SANTA PAULA (805, 647-4193 ' . LIVERMORE (415) 426-1100 , ncscmerioa • SHEET INDEX GENERAL NOTES AND • • ---"'---OESlGN CRITERIA •• ••• STANDARD . . • . . ! CONTROLLED ENVIRONMENT VAULT 2000 10'-6"X 24'-o"x 1 o' 1.0. {F.M.H.-CEV-2000} I I I I I I ! I I SHECI HO. T.S; ·.• I .· I ;::;:J I) "' . I' . £;, ; ,,_. r1 " ' \' ~ ,---V1 ~ .... -c I I. I I I ! ! I I I \ \ \ ' • I I ,;....c . I . IS' •• "". '" ~ .... , ?'Z'c, :S'· ·~ •• '-"~" \~ I --·~ ~L~-· --:,~,. I I i l J I I I ,j , . I i I I i I l I i I I i I ,r I I -~:~:'-~-',":·"~'.'.;-;~-~-. ,. -=-cc-~7--7--.. ~-·;-:--n \ I, \! {ieffl~r~·-[.t·1,).i~ ',.,,, ' ·, ---«-,: ·1 I I •I :1 I I I 'I J) :;...:. ... c/i - V ,. , Th!'ls.r':~.:wS, ~nrl'' ·sp~cfricat:'O~s •. 'are tu·r~ishcct • b:/ thci , O\v~ei t:1erecf for otilYa .specificdJH.1tprise, use_ ond usc1,. Any other use nf , these-pi,ws arid sp9d"i,cations'w;thout the prior \1.ntten 'consMt of· Ass.o:::i:1tecf Cor:crctc'.Products fs exprrassl:i prohibited.' is at lioe sole • riSk cino Jlnbi'.ity cf the user; .und Ass6drned Jioncrnte P1odw.:t;;, its,· . 'age ms. }!rid ·reprC:icrit:;itive,;. e:<:"pressly disclaiin~ ll aiy and -.iit War•. • rai:it)et or liebi:ities' in c!):·n1ecbo.rn w,th ~uch u,1al;tMrJzei:l, us;c, • -i t;,;;,/ ~ t::'.) H l., f, ·11p 16?tJJfl irJ ·, 6i~(/ i • i . ' ' l ,• ' ' ,- .1 . . . . f'}i~tv) ,. >' ' .t ; J~ff1·•.·•~~.§)©)@□&u~w .•.• .. • ::::;:::~A•·· . -' · ,,., concrete products, inc. · •• uvER1.mRe· : 174~01 WE.~ri,1ric~f!~u~.-6!..Vp. ~ SAN!A,~N,A: c'Allf\ 9~~04;-.• • stt'~i:mm0 ·_\ -· ) l,o,vo,~;o.~~r c;\UIKSi:;;T@UTIUTY VAULTS • i ' ! !' ,,: j ., ... ;_ J·•' \, '. ' i ' r ~, . " , I ,I .~f:~:'. M ---•1 : :;uw!N<a 11,, fl , C'h , ,1. . 1 , • · • tJ.4 -z;' ·, • • ~. . . '·~·~·-j ,Jl I These Plc1ns and Specifscations am furnished by the owr:er _;:her0of for only a sper.if.ed purpose, use and user. Any oth~r us.a of the:a.e vL:ms. and specifications without the prior written consent ct Associalr,d Concrete Products /$ expressly prohibited, is at the sole tisk and Habi!i!y of the user. and Associated Com:rete Products, lts itgents and represent.:itives, expressly ciiH.::faims any and all war0 rantirs Or !i:abiHties in ccnnectlori wlth such 1.rnautnori2.ed i.,se. , ,, !C, b lj fl !-·" ·v Ir-:~ ' , r1-J9·l?~t.c{ _ uq1' o 11 o 1 1 --••-•·-·--· •··--·--····--····-··==== •-.. ,_,. ·:.-~·;c_:---.·..::.c,:......J• FLUSH MOiJNT ACCESS llATrn lNS,Al.tATlON NO'l'!JS/IN&"fRUCTIONS 1) After top section of CEV has been propel'ly set in place 1 the installation of the Flush Mount Access Hatch can be completed by the site contractor. 2) Install the 1 /2"0 x 6" lg. /1.,.threaded rods into the four inserts provided in the top of the CEV neck. TI,read :rods to the max- imum depth (hand-tight). 3) Install washers & 1/2"0 he,: nuts and tighten down to base 1 -2 turns after hand-tightened (using open-end wrench). 4) Hand thread the 1/2"\l hex nuts to the approp- riate height ta ensure that the top of tho Flush M:>!lnt Hatch is adjusted to match finish grades. i,OTE: Top of these hex nuts should be 3 3/4" below the indicated or existing finish grades. 5) 6) After height adjustment hex nuts have been accurately .set~ place the .Flush V.ount Access Hatch into position~ Lower hatch mounting tabs (4 total) onto threa,ied rods in CEV necking. Secure Flush Mount Access Hatch into place with 1/2"0 hex nuts at all four locations. NO'J'B: Hand-tighten these nuts only, DO Nar TOR.QIJE TilE HEX NUTS DOWN. Site , contractor shall be responsible for a \'kater-tight seal malfunction in access hutch due to excessive tighten- ing of these nuts . .. ,. ·-.·-·~-·-,·-, -. ,;·-,-.:_,-:---, ',/ •,," •., ·-~, '• 1 L 7) · Ins"tall drain lines to face of concrete curb, 8) Place 1/2" thick plywood as temporary form, using unistrut provided at interior of CEV neck. 9) Pack 5,000 PSI non shrink grout under Flush Mount Access Hatch. 1 i) 12) 13) Interior surface of grout shall be trowel smooth flush with interior face of Flush Mount Hatch and CEV neck. Trowel on 11Henry #508 11 sealant all around hutch. Extend from exterior face of hatch to exterior face of CEV neck. Cover height adjustment rods; 1/411 thick minimum coveraget typ. Mask off all areas of Flush Mount Batch not receiving sealant. • Backfill ar1d prepare adjacent areas for concrete a.pron or concrete sidewalk per city standards. Concrete apron (4" thick x 12" wide) or concrete sidewalk; finish, thickness and crack control shall be per city standards. \ HO. : j l I ---v------·--7 ~·---~-----"''"" ___ ··--·····--·· (,L) ,j ! i I s I n·N $ D 'I, ·0111 . .G~/~(,;?'(Jlr,::::,a f,;\ 'i?Rfty ' • SANTA AIIA ~@~~ ~iJ i.S~ •SANTAPAULA concrete products, inc. • t111EAM0Re 4301 WEST MtcARntUR aLvrl'.@ SA.Ni'A ANA, CAUF, 92104 iii $AN Pl~GO . ' • . • ® Mo""'"""'•""' QUIKSeT UTILITY VAULTS 0/M,W,..!>1, !~1 '" .,,µ:; t-0 ' . ·18 µ [, ~, D ' . . ,;c.,.,.i;. ttrvf" l:l~T, t'i,I&.~· ,,,~1;,1<. "'"'· t~1 ~-,Z 0.,0 0 -, ·, ! ' f' s_ V1 I .• _ ' I ! >-'·•·-----· ~---~ -~---• ------~-----· ~---· , •• __ .,. \ \ ·1 i I ' i ._ ........... --·--..... r I I I I i ! , ! .. ~->! -~-"f ,, .. -1 ,1,. ·-' ! ' ' • • ' ,, . ---· ·------,....!/,vv,~~---··-·· .-•»· .·.: ·-= t .... ·•-··--•·--........ --- ! ! ' •·'.{!;!-.. , •• ,.,--,~-•·-•••-• ••••·••-••••--•••---•m-••-••·•e••"t· l /> -+-----~-....... f;,, J j: • - I VI ' ?/"t?vJ ~ ~ r;, ?]~?'ll r-i t1 ""!f'-fl'. wvrl N f VT I l)t-,1 ( ~-)' vt>tJ1f~l"vf? f-,) . .. . . . . .. ·., . . . . r i I I I 1 •' ', . . . ----~"--"-"---·-.:. -;, . .. . '., @ Copv;!~ht AuodUlld Car1,:ri'\bll f>rodrn:tli, lr11:'. . . 'J.Y,:J~,,._: ._-y ' .. ': .• j j i_' . ' '. I f' :-f' \ • I I,' L ' I ' .. !' ,: I GUIDELJ.NJ1S FOR INSTALI;ATIONOF UNDERGROlJND PRECAST CONCRETE u1r::.r.rY STRUCTURES . 1. SITE PREP,;\.l.lAT10N .. ,·•o ., ':·q·; ,•_··~ i-M.--1------·-·---- ~* !I'!¼ ,of :1 110,&, ?ib Ill"!½ it,f 1 II /),It, r.1 11y:: COntraetor ih.ili prepare an ~v.W.oa large cuough to aa;o~odate. the, oumdo dimeruion, of the preout concrete ruuctw,: and any IX<i)lired sttoritlg; ••. see··ACP broclrurc for minim.um ckar.ulces ~f the excavuion. Take~ wht:a 11,i U ~P -'-"-~-IL_,,_ •'o• • • •, ·---·-·--·-1ft, ~I(,;, hf 3 JI I,;, . shoring i., ""!.uircd that you mainwn dlc,<: ~ betw= shoring l>:aou. Dete..rmi.:oe me depth of exca:vation from job _drawi-.0gs_. allowi..-,g1 for the :1"er.ill assembled height of the· utility strUctur.: plw ~ heJ.gbt of collar M:.CtWcs, a manhor:. tnme and cover, _and bedding materiai.. . 1.2 The 'recommended bedding ru.u.erial is a 6" mini,mim tl:id base of cruslu:d rod:: (314'. maximum) or o· cJJ:an s;md ~ecbanically ':"mpaca:,.I ~ :"1":l.OOi to the <ide'l ai the a,:;,vatiou. Cbeck wiili the l;')V""'1llg ag,:,:,::y s ,p:cifimoons far • !.3 ilidi:' ·approved altemm or mixrlmum ~-½:meats~ : . . ' Excavation and shori.ug shall be in accordance with all Fe<ler~i SWei a.ad~ regulations. 2. !NSTALLA'.!10N l'ROCED!JRES 2.l · Om tractor i., to check job plaru for !he proper ocientttioo of the p=st coocrcre utility· structure to eMuro proper a!igm:oent with ~illg Clb~ or coruiuits~ 2.2 2.3 2.4 2.5 2.6 2.1 11:l.c_ utility stmtt.i.re or any sections that comprise. the struci.llre usanbiy ~ only be lifted at the lifting points so desgnmd by the ~-, Caution . coruult tbe t:oanufa.ctm:-e:t far proper lifting.~ and me:t.hodt . ') . . . before attempting to ha.ud1e the precast se:cncns when AC.,; ~e L!i not at tlte location. Wb:,o a.,s,:mblinz a multi-section utility structUre, ~ch ~~. i:i lawaoi indivi.duaily into Lht. e.xcavaricn. L:nvcr, set level, ana firmly pontion th: m5e S<ctico before placing the additional =ti=, All jointl to bo se,,Jed usi:ag ~ Neck joint :cau.'lt tu:il= o!ham.sc c.oted. Toe joint se:allilg .;m1te...-.ial can be p!2.c."-il on the 3010t po.or to loweuug mw cx:cavation... To ensure joint integrity whe!ljomicg ~.ions a~ pro:as.t con~~. gire particular :atterniCU ro removing all (Orelgn imtmab wclt" ~t mud, a:ld smnes from jomt ~. • D.utiou must be ta.kr.n ii it is nr.ccs:my to temove a precast CO!lCrete stIUctu:re 'liter bdJlz._r!tj.n,_p.la:,.,,. with joint-seal.wt. The adhesion between soctjq.iµ: __ <?-11~- create .add.itianal loads 1..0 its left anchors -consult mamtfactur~r for recommended meth.odl of removal. :,, JlACJG1ILLlNG • -,. '3:. l B.acl::fiillDg caa be dooe as !,QC~ as po~b!e :.Lit.er the utility st.-ucrure illlS been pla.ced.. 3.2 Bacl:filliug mi.t.eri..11 and p!llCedure-3 shall roe.ct: o-r ~o:d t."lei requirements _of the utility agent or customer. 3.3 .. Backfill material or one-~ slu.rry roust be placed and t.."Omp.acted in one foot inca:w.cm.s, evenly distributed around the ef!ri.rc sw.1cru,.-:, -.rre at-Jrii-;,:vf&it tltitvl fflPviv~ i" :ir-r1r-lt\>16 c.yr,,ffM ~ev!~ wn,~ f';f ,_,i,.,i !)f,-Mir~ ?i5~ow f!~IC..~ ,;~fpe 101 'I ' ... 1:, i r;,I • l~'l'i 1,,I, ~ I j.:}c ~I, -'b n 10'1 1 1 / ' i .. .. ·• ·. & ' / I I! ,. 1 ~ .... •.: ··~R-";,..t· ~~/ = 1~ ~ i. , .. i I I l 6\ -., ir-$,:-~: . . ,,. ... , . _-;~ . I . _•l'..t: r:· . . . "'. '-· I ,. . . • .. • ,)>·'·. ·:, ' i I . .. . . . . I . ' ' ~-·· ·'i,--"-~ -" "' ,__,. _:,:: -~~ 14' vPIP~lt-lfi (f~ll-'p, 1~14 ID t) -1_11.t uiur1,1~vi ('ftiP.frl.?ft? If.JC.. ii:?f ) ,-'. ' h = ,:: 1, t I ~ ]! , r • tll ~1,t ~,>tlf'\,l~Cj (fwtl-f.~',;;, :l¼11?f) l,:;'~'1141 LJ/'1141)-~f ~;,c.,f,1rJ,11,1tJ~. !1/1 !I 1'ttf~,"'Ofr.i vlD,0~1~/1 ' i I .... : •. -~-"' ., ! -~ I ,t> ' . I ----··· ·-----····~--·- • ..;;,_v ' ..... . ,: I fi I -· -~·---· .. ··- t1,,u :j,--.! . .. l,i ~ -:,! J . ' =' £\' ' .'.',,'. l~ . . .. ·--·-·--~ ¥--"· . --. -. -~-----. -....... . -----· r ~~f~/'~~~ r;,fftl~., v1ew ~11¢ 11,011 GEN'EllAL NOTES: 1) Vau!ts Md m&l.ioles designed for the following: '} A~ttl'H,.f,;:f:P cJ'6fJ~ c1~!~t'}.l(~~'r~0 _l~~·t!l8J(Jrh;e1 J~t1eiltte~~ • Concrete comprassiva streiigfit, Pc -/5500 '\ • • • PSI O 28 days. • l_ _ _@_~ 3) Steel reinforcing yeild strength, Py -60,000 P.S.I. per A.:,"TM 11-706. or ASlM A-615. 4) S) 6) Al.1 joints to be sea.lad using Quiksea.1/Ram Neck Joint Se11la.'lt unless otherwise noted. Site contractor must verify size, location a..,d configuration of knockouts, tormnators, ood holes. Prior to setting, tho Site contractor shall provide a mil,imum of six (6) inches of sand o:r base material suitll.blo as base to receive vault_, Toe base r::aterinl shall be compacted mid graded level and at proper alavation to receive the vault in relation to the ,:onduit grade or ground .cover requirements as designated in the plans •. c-z) 111 ./' wiurt,,r,l~( ftt!i!{t'Ofo 1~105) ,ill ,r t.f'iFkl~ (11f~ff't? fr., l~ii?I) ii;.\ G/2Af?t. ·'-~'"'"' .. /'/ , •·i:...· r·r , fvf, '"1_111 _C', Ii~ ~-'•.---,-' f"/'lviiOtl:: i.. . . i,1,114. Mf~Ac, ' 0 ·-. i;-ftir..Jt~f nv11tfl-, tf r. "~~ rf11Ur-JP '-'f'U~1 ·-+-----:r4 ~~4 d 1110,& ---'i1'b !>f'~C., ¢.f 7 11 0,it, Jff'i~tvif ~J1f!!2- i~il ,.,. 11, o i 'F v.i·J, J~i~f -~!9['✓411 , I ... I ~ I "' • -I .§"-\ \ .• •·f· ...,;,...--------~""!'-I.~--~-'-, _II .._.,J'-J ---------} "-~·"· "~v11or-l ~.,,----,;,. ·ier I . .;.:,_.,•G• i.1;1.I.-1',1 a ·-. ., e-r Pl'-'(. ~'"9 ,: 11,11 i<l/!~~tr-if jk 'I' . 1f1~V\r;~ l If -r'rclb!r~1"' q, ... ,,. ... ~. 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'-;;.i.::., . .,,:1·-:· .. ,-r· -t , • ,_.,:r·: .. ~--r ,, _.,, ___ •;i:::··-4·, ,_ ;:-:t_d4tii8 •.' I. ., I 'r--' . 1.11 I ~,(;"Jl., _r I ~ ffr·,. i 1, 6 I! '• "· • . • • -·• ~ • • • • • • -• . • ~ ·---. -• ., . .o .. • ~ . ...,,. ' I -. ll-4-~11<,, --t 1+10.&. , '!'(f'!.:;f'i, ,-,iz.., I I rl D Pf' l;N ! N#J . -l,;'2,11 ur-11..,rP-vT ;>,i,,:.'f, 1rJ, 111~. f"e.,1<-11-Ui , 11f'!,:;,f'1, J>J,L< t,f..,~i"I:? eiret-11i..J~. •• \ ~~f [1;~;·"-~· .. rNJ"i~ = l[ ' ' .... t· -~t "1 . .::.;::_ - t,,ur~1N~ ~~ ,41,6~ ~f , __ -• ,-11 ' • • .,.,.~·--.. --~$➔ , -f'. f~tf,1f'fltlrl ~--·-~~ -~ (I 1~,.,, , . - I ~ "" ··r~· w1 ,t ... v.:?V r, it-l'i?,, {f~il--~ton, ....._------:_ .. ) • f 1rJ1;,1t7! J l~f, 1tJ , tid t"(,, ("lt°'~'-1. ) • .. .l,1 !ti,-" . ·-t /,I \-1' I I -_ ..... ,_ ~~ .-f~· 4-(,1,,) ,I _,,,._.._. tlf~F'II"' ,r ()#~(I. .,. !"-~ vf ,_ !--·~t:.,~4 ~~ ,.,. 14'' (i, ~ .. Ii·'; .... I> .. ... _, ------... -· . -· -•• 1 ..,.,_, v1 J11r-lf .. • , __ / ·--r . \_.-~4 ~PY ,,r 14-I C , ' l • (I, ,.,-- ~t, llot'M, ~,r(7I 11,t\ !14-~ ,,j 11 I d.G,. ------• . •. / /\ ; ) ... <__LL" ... r·-,_ I ' frt> ?,,>I¼, .-tj:, ! f,(I.) ._.-/ .. (.l}'::,. .. /" I .. • . . . --. . . ' . . . . . . . . . . . -J • . ' ' • " . . .. V • • • . . . . . . . • ·~ • • -. . -,, I / +·-·····--·-··--Ir.,~ ,1 .,II I)• I • ' ..... -.. .,_,_, ... ~ ( ,.... (d"u n i4 1 , 0 11 'L, (;I, I 1• --- -~~c...-.ml"'-'·---~~f.lfr~ ~Uf ,,f Ci¢LJf'i,i[Jli] fl) -~~ ~gF~N!~P ....... ·· ... .. .. ,. ' . ' . r:;c:,, .. f . f~F~fc.fr,1f~1 r;ifft_lL, -✓-~ -& .l:)IMUl'¼ii!!'I,'" \ \I :,. f ' '.: ···~-.r'. F"•· ··-• ;r;,: . "-. =r---·7 ------·-·----·-- 111 D-;., I ., 0 I, . ~(/f:l .,,! , . . ' .. . v~ . . ' [ I i HO . • ' . . . t..x, r f I en.! -·--~· ·• :··, . . v' I I'-. { • . .. , ~ ·····•·-·---..... , .. , __ ... . -. ---. · .. ' ' i ... ·- 1'1,.11 .. ~,,.. ------····· "-· -- \:J. ..... ::ff\ .. • ... i~ j ~--~:~,,., I • •• t\ . . . -·-·~~ -. ' . -. . , . . ' i I ..: ' ... .. I -I ~-4, .::,~• .... h I I "_.,...,, .. ''•t,., :,·:·· ... : '•: . .L,.,• .;,: ... . ' . / _ ... C, ...s: V1 I • . -- "" . ..,. I "" . l -= .,,. * r: = "'" \l.' . --ti' ~ so' . I I l I - - \ \ -, i • ' I I • -· ,s I LJ£ t·,. .. \ ' .,,-~ -~--- ' =s !I'> I U-1 r: . I J .-'-" 'i---f----+---------i-+---1-+--~,--+--fi,t'ff. iH'l&-►r.J~c.,c, it-f. ~rtt G?Ji?f~ . f"f" J/:-'tit PPltJja., 1"ff --- - "' ef? <:, . ..,. - ""' .'!, ,.-. \5: <!" ' i ' - C \S "" = <:,. ~ ' C> ' --... ""' <:> -~ "" j \5- "" ~ I PH~~ . i4~.:. [I 4';,, .b1t;'1 Mf•:i<. I 11 11rrr&, rrr :jl-10,z.4-><. 1r. ~ 11 II • tiff p ( 1'fP, :Ii Pl~,"" c,Jr!)\'I~) !1 --· l---+-----l-1---/ ( --+---. --+-1---H!·--♦ l = i I ,,----1---- ~ I . = 1 r l I r--\ I -C "" --- +-if-----. I I I I I [ ' I l.__ ___ j -;;::.,. -,---,. _____ ,-----If-----++-+--· I 1 -'-+---------------------1---------------+-------------•--l-----------------------------------------------+-' <:> -'---+--------------------+---------------+-------------+-----------------'--------------------------------+-~ ... ~ -;. ~ '..\} ~'-r: '-" = r €4 ~ 0 f I O ~ II ~ ,. " II ..------------,1&0 1 . MMii'1r-J1N.q i:.'l~li f>t. _1r-!D1~,,r~i, '!:f i"'v~ (,i-) F,::,,uµ.. ,;,,?Jl-~[12-,C:;, =c --j--• - ' j ~'---', '--'----::-P1 If: err r ~. -. ..1'.lf>-;J'ff, • ~- £0?0?0©0&'fi'[g@ •IWlll\A'lA ' @@~ LI • !lAl!TA_!l.'IUl.A _ concwe products, Inc. • uvm~o:m • 4:lll' = i.l:»\llTllUR OL\IO. o !Wlf A AIIA, CAI.IF. --. llA!l rnmo . "°""""""" .. l!i:JU IKSl:=Y® Ul!UIY 1/AUIJ'S The:ts • Pi,u,, and Spedlicatiofls are tcmishe-d by the own tr thereof fer only·ai spadfi!'Xt purpos!l, uu and usar. Any othl'lr use of theM:1 p!ans and ipecmc.,tians without the prtor w,itten _consent of J IO fJ/' ¢'! l)iU,w,i.•.-J f !_ ,....,~,w,u ii;" .,,~ ..c. , 1 s .. uT-.o. • • , , • -A:u:ociated Con.::::,ote PmdUcti i!. !llxpres!ily prnhib1tttd, la at the zola , t, i • c:_ ':J ,,;,_ ,. _·_· ~ /:_?"~'. • risk and liability oft.he user, tnd Auoclated Concrete Prooucti, its ~ .... .i.J___~ .. i ' .. ; ' ,', I ~flerlls t1t:.d repre:sentatives, e:iq::iro:isly di$cl.slm:& any and al! war-• • '"A"'l ~ .; I! Okt11; ':T" -.. ,· """.°""' ~ ... ..-,"41 -•• ; : ••• ,,-• -L-"-"..:.''-· o~•~l!&~•i~liti~••:'.'.'"in:':<""'.On~noc~•~io_n _w,_,h_,._e"_"_"'_"_"_"fl_,._. _"'.'.·-' -.l------------------------------:------·----------------,..-----------..... ----..,..~----------~..,..------'------.1...-"_0·--,1-----· 1..,...1 v""'. 1_I_1_0_: 1:1;..s __ ...._....1,._n_.i....0_u_I _ ..... ,.._"" .. r_d ... 1 -" ... P_,,,...._ ... 1;_0 •;..1i::; __ .;.:'l~'i'..J.,.-" ..... ~ '"-·-' .. t_o o ... ·.~;..i-i.1..:1.:aB;::.'-~· .:.i 44f[. < "·,:-'· __ --·.j, At;CiJOA,\PNCS ~E.Of!Ot:ic. ~ hQ.t~J '/! ,;:: .::. __ J: \ V i. These Plan~ and Specifications are h.1rnis.hed by tne owner th::areof for only a specified purpose, uso and us1.i!'. Ar.y other u5e {)f these p!ani ar,d sDecifieatmns w\thnut the prior writtM (':01'1SMf (If Assvci.itea Concrete Products is e,>tpres.s:y prohibited, i:. at the sole risk and ho!i.nhty of the u::.er, and Associated Concr~te Ptoducts. its agents and repre:.entatives, e.:press1y msclaims any arid n!! w~r, ra11t1es or liabilities in connection with sud1 unallthotiied us.e, i I ---~t1t: W,t,~"IV/ I~ IPS'tJ \ \ HATCll UNLOCKING PROCEDURE 1) Upon arrival at site, insert screwdriver blnde into shaft slot and turn counter clockwise to a stopped position as shmm below. 2) 3) 4) 4 locked position Unlock the left door of the environmental support cabinet and activate toggle switch marked 12VDC to the 'ON' position. Return to hatch and turn shaft 90° c•lockwise to 1.n1lock hatch as shown below. ~ unlocked position Open hatch and return to environmental support cabinet and switch 12VOC toggle switch to 'OFi'' position. 5) t'hen closing and locking hatch it is not necessary to activate the 12VDC toggle switch. USTnr: the screwdriver I simply turn the shaft counter clockwise 90" to a full stopped position as shown below. "® locked position Be sure shaft cannot be turned clockwise. UIVIIIOWS I •WttAAUA' o SAflfA P,\UU'. -»UVER-UOmS 4301 WEST 1.!ocMTTHUR llLVD. o SANTA ANA. CALIF. U2l114 • !Wl l:v.EGO Mornto,oiureo of GJU I KSET~ UTILITY VAUl.lS Jr! $,.lUNQ . • -"-•• _,7'-- I ,, ' I ~ " ;; ~. r- h" [; F" ~ r::- [: ...... - VI ~ I': - -· f', --' . I I -' ' ' ! ' ' ' "" ""' ,5:: .J1' I .,, "'' • I -\--... I ~, ·= I = _,, ""' "" "" These ?Jans and Spcdfic.:1tions are futnlshed by the owner \hereof tor only a specified purpose, use and user. Any other usE: of the:se plans arid specificationi w1tt1out the pnor written cons.ent at Associated Concrete Products. ls expressly ptohiblted, i~ at the soie risk anci liability of the user, and Associated Concrete Pmducl:i, lt!l agents and representatiwes:, ex.pres.$iy discialms. any and au waf- t.antics or liJ.bi!ities !n connectiQ-11 with $UCh wnauthoril:ed use, I ~ Q ~ , (I(; e /',i "1 __ ____,,,1 if f"': II ti' Ff. f" M ~ 'r -· • /--~ Of ~r'f vtr I fr-ftl'I t // I . I ' ' ! ' ' i I I 'v I ·r· .. ' . I uo. ,-tf"~I r"r2-(I -,.,151,1? fl4-r"MS Jp,1\JfC:, Ac-, &· -. // '<'f~"'i-J ~e..1r-lvi t-i''f fP:,(v N,o) f!:IP. /A "'i'ff~✓,·; / ..,, ' ,,._1: ,,., ! . / 11.iit-f ~~~, ~-'°' -'\ ., /" --------- / .., , I 14- \,., i ,t-io If 1!, 11-pp wf~t? ·{ .. : , ~?:if 1/1~11 ,r ~~ ~ 1'-fMf<it"'l?f /1-,; i / l Mrva1r-Jf~ c.vrfNt• -"" c::.· i..J -'c;,L f'-I ~--•--• --··---- = :~ Jr!t?_ wei,~ ~-"'·, . ; "".. " ~ -,; i '.' ""'" ', ' : ' ~ :, ', .,, ' i I ~• ', . J . t, '-• i .,.-'C, --:.-"'~C""'"~-...,,.....,...~----<-. ',, ' '. '•, '·· "·-"·-' : --. ·1U{.. ___ ·}---· ••••• • .. .-.:t __ · .. ··-A,-;-o,..,.,_ __ ,,.., ... ,_, _ _,. ' ; __, .. -------"'••' • --\ ........ -·, ~ ----·~ \.,.,. -· • "-••-""'-✓ s../-'~'- r11~w•, I. f'<i,1 ti!1"1f~C:>IO~C; ;,,ifo,-,t,I ;-ffe'/J. ""~t,r.li~"1· 1.. ,&,l,\, f'P.fil"'le ~illl-r-irP-~ i"'IUi;.f ~t <?.:7Jffl-f w1'l"rt1JJ ,&iii:;; II f'. l,P., 1'(~ ~ £@~©©□£urn@ :::::LA ~ concrete products, inc. •• • uvER<!oRE 4301 WEST Mll<ARTHUR BLVD,• SANTA ANA. CAUF. 8271'>4 • • !llllll>lEOO Morn,oelule""' G!UIKSIET®unuTY VAULTS Jf"l;0 .• 1--11·11!' :;;,ll4W"!I" J F' I ~f'A:1\/~(l ,!!Y f<I,« .... ,. .. u .. ,.<> "'2! 4--~ ! ' ' •• :_·!_ lliH it~U: i"1'1,·, IUU ~4' ,..,., ... ,..,. ~~~.::_· .. ,~ m··· ·S .. ·· .. ·t.,· ·_1 u c;, ,1" A-, vt-1,,ioo~ . ' • ' . ' ~-J' V\ .. i ' I ' "' " " ' ', ,, " [Ti ,, ' . t· ... ' ' I . I o " ll M II IP .~:'1,1 t , 00 ;;11 j,:i;1t;,U ~ , Q iC-,11 ···;l.Pt1 H '!. , 0 !¥311 I a; I __ ----·--···---~,<,'ir-ut?fi:? M~fi"~ ., I 1 ,, ' _____ : ' J'< -•• ~ ~ '(:/O(i II MP\"!, orr1t / • :>, "--z-,;:--c:---_) " 1~ r ,_ 1 r r',. "' ·, _ --_ -~ __ ____ _ ___ . _ ___ __ ___ ____ . _ . _ . -·-··-··--·· ---·-· ...... _ -----_ ----·--·· .... ___ .. ··--·~.:. ___ .. ____ . ~-~-:·~::~.--:~:=--.. ------=~~-~ .... -.:~:__ __ .:.~_ .. ___ :=-~~-~~-----···-·• --------· -. + -·---- --· :tr~-~~~~~ ___ _ u:=:d't' p·~r•i!::::'.:f:l.=.:::.=::.:.::.====--==:..=::.:.::.+::.::..=='.: .... ~ .. ,---;----.. ·--·--·---_______________ ._ ______ ------·-·-·------------------. -, ,, rl 'I' i !II t'"Vy..:..__J : 1, ' ~-1'? Ii t, O'liP I •i,.~d II t .,~!ii,, I !----~----·-----l·-l ,. i•----------··-······-----····-······-·---·---------·-·--'¼~-oo 1: t. O"iP_I_I -----······· .. · .... ···-··--·-··---' ' •SANTA AMA • IW!TA F.-WUI e uvaniooe 43!11 WEST Mc<ART!-IUA BLVD.• SANTA ANA. CALIF. 92704 • !WI DlEOO """"°"""''" 01 [iii U 11( SET® UTILITY V!\Ul!S vn,;.~:~i-,m, f~FM6 ~~w1ilN~ ~Gfi ,;c ii tMrl". q g\l, ti, D ( 0 II 1 I I ' . ' I l ! ' ' ' ' I I '· I, I I -m ~ r 0 ..., f:- -<) ~ r -.... \ -,· i V) ~ "' "'"" \ i v Tne~i: P1,rn;; iH1d Specificr..tiCH'l$ Off: llJMiShf<i.l by the owner tbe•t:ol J.:.-.r only <l s;-,;,cified purpo<;>e. ws-e auC ua<::r. Any oth-=r us~ of th1;;se plans and spec;tic;:,t1c.;n!; w1th0nt the prim wntten cons.eot ot /1-;sociated CancretG Pmch.is:ts ,s t'xpre$;,;y pror.ib1te;J, 1s at Hie :;oirJ risk cmJ J1t1bi\:ty cl the 1.1ser, .i:-",c! As.socLatt:d Concrete Products, 1t,; ,;~;tant::. and f<!PfC<,.er;!ati1;1:s, expressty d1scl:lir.~s any ~nd <!!I war- ranties or hdili1t1es in connection w1tn s:.,ch uriauH,orii:eo tJSe. / Jo F _\11J~ C;?tt<~f; , : II -( ~ r--i /I ' r; 1~-e~~J. -Jr'"JwN r1~~ e;;f~(lv-: f'lr'j • rvr. ----' ' -~1, 1'~ i ' .-•' -\v ~ ( ' ~ \ ('2, I; J( i:Z. :; K h ii Vfff 0Ji'J( rUr·tr rt-fr '\· 1,\"Q ;>/ / I IJ,l'.); I Ii --r-------------------------------------------~--~--J_---------------~-~----------r-•, i!_,,,__ ______ ~r,_',~o_1_1 __________ ____ Ci-~ II ___ _,,_ _____________ 2;,i, 0 11 r I V 10N ?,,~ A~,;,trt)i1,~ ( 1,i1~" ,;,f for Or ror hf,;,'fiON ' 17f Df\'[f.?r-J c,0rn;;.11 IZ-'l I _____ J _ -- I I ~-, _j_:~ ···-·•---.-----·•··-····' ---i-----·--· ~' "-ii l-7 " ""} / ! ' I \ / \ t\ \ ,_ -----~-l ' /!.If; Ii +-.-· ~"-"-------------------___ -'.,~, , O i, ____________________ .. ___________ ------------·------------------________ &l1,}J __ 1_ 1~· I ',✓,, "-'-i-----------------------------------1'-- ' v ✓ v; , f 1 0 ;✓ r r (/ . Y, (j " ,, ' • --L::::--. J __ cv~------ rh(,,(~ 6 '. ~ &$$©©~&1J~[Q) ~ concrete products, inc. • SANTAANA • SANT.A PAULA ti LIVERMORE 4301 WEST MacARTHUR BL VD. •SANTAANA, CALIF, 92704 ~ SAN DIEGO ,..R) Mt:mwl'cu.:hJlerrnl CifUIKSETI[', unurv VAULTS ..,~.-....... Jri "tf•k[i ):'..-I '"-~ "'-' 1~ I; -Lt HO. .. ~,. .. l,t,~ !• ""'" DA![ ,, b, ~ 4' ,.co~~""' !CJ, P6V,. 1,000 ' 78# 144 I I ' , : I ': ! i • i • i- ' ' ; -t· ',4, ... = ,_,,_ __ _ x.~-1 ·-,,,_ ......... . =~ . I :cl'> I ... 1,··· . ~I ~--· -'\,--·--· ~ I , ~! -, _, I '-'" i , _______ _ I ~I ~"1~<1 if)N \,!Vii I ! C' ---··-·--···--·,··------ ¥4-~ ~~ i i Hwse Plar.s a/1d s~,ecific<>t1a11s are furnished by t!ie c.,vvner there'of icr only a r;pedfied purpose, ute nr;d ,,st:"L .t,,.riy 0H1er uc;e of these P1<H1S and $pcdf:cMions v,•ittiovt the prior ·.vr,ttcn ccnsicot flf Associatl!d Concrete r:cduct.s I$ c;q::rc$sly prohjbttnd, :s at tt-10 soft:, ris!, _and !inhil;ty nf tne LL-1flf, ar-d Assodated co·Ocrei0 ProritJcts, its agcnts_MH1 ro;pte$$!1~Stivl);,_ o:pre%1y 01sda1rns. ac,y !.rnd .Bil wa"- ra:1tir.:s ur liabifrt1~s ;n connection •Nith ~uch u,,<lwth;Hi:Z:rcd Uio. ' ' ' / f I I ' ! ~ ' ~ l I . !~, r ,\1., .. ,,, ... i1 ';t/~ii~~ Wt'i1f'~l~Vi _(opi-Jr~~t.-f/J~f✓i -~j)-f~V. -ffJ t,p-'N?C!\114•!~,,# UN:1~ ;~ -~-0.i\) °M<:---i---·w-" • -.. t i d-1~;::. i \ \ f'(f7f: ' l ~ ------- !rz.. H ~ ,, ~~i ' ---·--'·------~ -~,~ .. -----~------------- ' '·:,. .. j ?f-1l\MF~ +------· rm, 1 ,;,,,1r-11'4' ! ' I ~~1-~! t¢& £$ '11· \/f>V 1!.lf}r)f * t ... 01~~ ~f~1~~. f'F=~5·t,, ! f"-::1 W!1H fi0• QoL.,. -40 Ljt';,.i:..1-"'1£;;,i:2., ---~---------·---·---------------. ------~----·----·----- i 1;,!fg ·Jf:•Q P;;·~t7lf)~p (<~~ Cr,,-.{ fX:f'f\!t,j -----------· ---_____ 1,. •• -------•• , --·--·---_____ ,,_ -· ·-·-·' ··----·-·---------·--· --··---- 1 ••• •••••-•• ••••••-~-•••ss• p,:µ., ~ ~e>-,:; . t;;;v1; f e;., H" t\,P,' ' '•'1-'·· 1/'~r-ir,.,!1 1V~1i!"!C4 \J("'4 'Hl ______________ ,,_., ··-··--··-···--·····-····-.. ---· -··-·· ~1F-Pf'~· (OK AS f{fCir,J!N.'El>) ---------------···-·····----·-·-·--·· I P1 d)P·;6£iJ t1Fs~J!'ss:O 'tJ\t~~ (:Tr flA .. t,t;,~ur1\;' ) --·-·· t . ··-·;r·; ;;·v ·p )~-:~~)-~ --t;) fj .... p ;; r~. 6 N 'f t;, r ['Jv B ( ?.; ·:11--,-ec .. /11-. -,t~. I-.. -.-"-. --'1-,-f---l-l?-, .. )---···-----.. -_,,_." _,,_ "" ·•---· """" •••• ----····--. ·----· ""' ------_____ ., __ _,_ 1 _,._ ------····••· --r----....... _______ ---------------------------------.. ·---------···--·------·· ' ' -•Vi•~---... ••• ____ .......... • .. -~'-"· __ ·-~-! ~~i~• ~i :~1::. • .. 6! .. "_'fl!!~t? 6 /'/,•;! W• ;1,-J ; f;:,:, ,J/J ~v' I'-~-' rf ,., ri ~('. 1':'E{ ,, 'J.__1 •-:;.' i' f (f1 ~' i_1_ .. f~ __ :_' .. ') ..•. l .,_/,;1-1' ,?'• .. j:'iP'l,tl('-1#·, ft.11;.. 1_,z.,,1 DJ f';,?v:t;;._ I 4-&:..:,., \ i " 'I • I ~ ; \I \ •. -/ -----·---------·---... ·-·-·· ·-"·•··----··· .. , .. , .. , ____ _ ;16? -~-~-~::. ~.c-: .... 1~ -~------~-~l-~_.1 .... ___ ,,_ ···----·-·····~ ....... ------·--.. -.. -------~----___ J: .......... ::." ------------------- ' 6V 0 AH e-SANTAANA <§ SANTA PAULA • UVl=.!'1MOfit:: 4301 WEST MacARTHUA_BLVD, *SANTAANA. CALIF, s2fo4 " SAN rH!:CiO MontJl-cJC!t.fers or G!U I Ks eTIBitmurv· VAULTS = ,'.i , . i J . ThJSe' P!;ns .,;Ki; Specificatio.rls: are· furrnstied by the/ owner . thCreof,foi onl:ia specified purpose, use· ;fr1d u~eCAn~ ottier Use Of, • these plans and spen!ie<lf:ion~ withovt the pl'!Or written eonscnt of Ass:.ic!ated Concrdo Produ,;:1$ Is e-xpressly prohibited, is at the sole' '.·risk·~nd ii~birlty or the· user, and Associated Concrete Products, its.; agents.-anc representatives, ·exprrssly discl;.Hm;;; .ahy and a[! w:cir~· • ran ties -0r·liab;l1tie:t in c.onr.ectkm with such m1;wthorlzed use:: • . . . MOUNTING: ;,~r,"'A~ ••. /u:>/·:.t.to • vorrs , • ' a&'!"-'ci'<,A4 • Ii/ M-77t..Jk- ;,;e'"A'T~ WIITTAGE' WATTS:· . , .TOTAL \IAHS: 0A ~i'f,7$0 ;ie; (,,,50 I • '\,' l :_ 3,' wrnE : • MAIN-:-zod:,,,4 .. (PROITqE GRO(IND aus): BU_S-za::>A· • WATT GE LOCATION Ae:: Hf Ir # ,;2. \.~---' ~il ~ :t81 1Cb. AMPS: •• Ir,,/,+> .J ' • I I I . I I -.~•.· .. • •. •• ·')~'.~' '': . . ,. . . . . :14_1i1.:, ""l>tJ r .f :i:."' 1:,1 Of:~:~i. ~01'-'lf'f,1-i'f . '. ' ~iF'i>-L,,f f".W# 1i.i-fl?, .lu>i44't:"J, ~x, fM F MG.1 ~ f'rl" fi:, ( f!.f ;? fir~ f-':, ) t,cpJl'.P.~ t:i c?'Z~M'•1'00' 4~,q~; rlc, • •.• ·.•.·.· ·2,00 AM" iP Mf'•r-J ht"'-V\,:,'~ ?1"-"";?l'>r-;~,.:;.;'G) 1, O(J i" "I P t:i P D '!' .::.w If -"w (i') . ~-' '1, !I W: • 'I, 1/, 0:,/ 0 ~ . ;:, 4-ti: t-1\-:i fli'~i-l . fg ,:;,, fv, f;>r,ie'1, 'I' '(ii;y iflffrie..,) • f,'~;7 .• C ~---1!.iJ I!,~ i(' • ' ~ .•• '!;. ---·-·• -- ! I I . ©co:'(rigM A,~oc,.ited co ... crnt, Prad;1;;~: ;or=. I ;('?91?~ • £~@@©aBKu~@ .. :~:~::::LA • ~w . concrete products, Inc. ,• liVERrlime ,izof WE:TMoeARTHUR Bl VO.• SANTA AN~~CAUF. 92,M • SAfl o(,~o ,Mo,;Uftclcru,lm-,r QUfKSET~-lJT!UTY VAULfS j'·,"'-. , . '' • ., ' -....,.,.,,_ 1e-1• ._,A .. 9! . i ! . ' • • ' I ' ' ! ' l I t ) I, V1 rj ! (~:-:---;·~ ·-•• ' .. ,----· •-<; "··-··"·•···--·-·-~---,--·-··'>--,---·-,,-.-,-•,--~~-~ .... ·~-, ~~----- ,, ',,' (>•' r -· \ • ' ' p'.l _., [] LJ G] l\t 1r ,-.- - ' . I I All2 lbLLlME : I !TOPI I ,, I ' I I . ITDPl ! ~-' \' ' ; L OECI\L ; 1 UNOERS 0 OF -AIR \ltlLUME : - UPPER P/\NEL YELLO~I LETTERS ON • BL/\CK B/\CKGROUNO o BEFORE YOU ENTER lh<> groan Glatus a!ar~ . indicator cust be I it, Thi:l wi 11 onsuro a saro broa1nin9 onv,roru.ont. a lf no I iQhtli aro an, chango bulbs in otalu" ;ndicalar. If Iha lights ~till foil, 00 NOT ENTER. !132~ INSIDE LINE BORDER, BLACK DECAL l' UPPER P/\NE!..' LOWER P/\NEL BLACK LETTERS ON YELLOW B/\C~GROUNO YELlOH LETTERS ON B .40" BUICK BI\Cl<GROUMl 7 -______________ ,/ NOTICE lN CASE OF FIRE o EX! T' CEV o TUl<N OFF COMMERCl/ll POHER ~ CLOSE a!TRANCE COVER • CALL---------• DECAL 3 ' ·• ' ,, 31/z,' '"I \' \ \ \ ' 1 \ \ .. ITO?l a- CI\LL \ I ~<i" - - ~ - ..... i ..... 14• llEC/ll 2 NO SMOKING PANEL REO LETTERS'DN HK!TE 13ACl<GROUN0 !/32" INSIDE LINE BORDER, RED I IIOTES: l, THIS llAAli!IIG llEFINES WITERIJ\!.S. MO !llllENSIO!lS fOR DECALS TO ·BE USED ON THE, ENTRMICE\11\Y 01' tONTROLlt!l EllVl~ONIIENT \lliULTS. 2. • W.TERIALS: BASE f!Lll: CONTROL TAC BWO fllM SERIES 100, COLOR HO. !60~10 liHITE lf!K: SCOTCHCAI. !l!Wlll S!;REEfl PRUIT!l!G INKS SERIES 3900. YEllO\l;. COLOR 1m; l9t'2, BLI\CK: CO!.Olrll!I. 3905, RED~ tO~OR 110. 3915. PROTECTil/E CLEAR COI\THIG: 'SCOTCHCIIL llRA!ID tlEAA COJ.TlliG, ~920 GLOSS TIJINN£RS: SCOTCKCI\L GAANO iMlNNE~ APPLICJ\'HO:l TAPES: • 3M i!IWIO Al'PLIClltlOll TAPE :lCPM-3 • 3t! 61Wl0 P!!ESi'ACIIIG Tlll'E 3CPS-3 3, , DECAL lllSTI\Ll'.AllO!I SIIALL SE ltl !\CCOROl\!ICE ll!Tll ll! .. ACEME!ll' OETl\ll Oil nus DIIG Aflll DECAL IWIUF I\CiUil£1l IS RECOMME!IOI\ Tl ONS. " THHI HHOI ~IP@I MT! I (i) @ @ G) ® ® Q) ® ® @ (i) @ 0 0 ,, .. / I NIP(D _] ' , lB lHH2 TiiM3 THH4 lHHS THMS ' 18 HM02 .• HM03 ' '' ~;p@I ~IP~I '18 1112 Mf3 I MT4 LJ ~IP~ F1Pijl Pf\NEI DOOR C.E.V. IENVIROIIIMENTAL PANEL NAMEPL8IE SC~E□ULE !SEE NOTE I l TB ' • TB ', I KS I KG IKIOIK!S,Ki7,Kl81 Kl3 I T3 T4 Kl LAYOUT 1(2 1<8 PBNEl INIEB:!OR ezzr INDICATES tllRE DUCT TB K9 NAMEPLATE SCHEDULE llTEHS MOUNTED REMOTE TO P/11,El...l !SEE NOTE II lillli:'il 1, EIICH LINE OF II NIIHEPUHE !S 10 BE CENTERED OJI THE OVER/ILL HIOTH OF THE NAMEPLATE. l~O!CATE AT&T SITE IDENTIFIER, l:Xl\l!Pt..E I FT2S-LGM, • 3, All NIIHEPLIITES SHALL BE BLACK PHENOLIC WliH HHl!E CORE, EXCEPT NAMEPLATES FOR IILI\RM !lEVlCES HH!CH SHALL BE RED PHENOLIC !iliH HHITE·COl<E, . 4, CL l HlliE CONTROL PllrlEL SH/ILL BE 24"W X JO·tt X a·o Hl'/11 22•l/2"H X 26·tt INTERJ CIR PANEL .. • 5, ALL OF THE l'l'INEL "S I Nr'ERNI\L DEV ICES SHALL BE CLEARLY lOENllFIE□.H!TH THEIR DEVICE l.O. SHOHN ON A NAMEPLATE OR LEGIBLY f'II I NTE!l ON THE PANEL.. • • ' . , \ IN£ I LINE 2 ClEy!CE LO. LINE I LINE 2 LIN!; l CEV CL!MlliE CONTROL ?IINEL !SEE NOTE 2 l SI ~-t!N·~-DISCON~-1-5-H--- i'RlMI\RY f\/C lHERMOSillT -.s~-,'(;-1;)!+!+ "2 DISCONNECT Sl!ITC!! 152) ST /\NOBY 11/C lHERHOSTl'IT THM1 01.!TS!llE AIR THERMOSTAT ITHHil HEIITER THERMOSTAT I'S! BLOllER AIR f!..OH SHITCH IFS l l HIGH TEMP IILIIRH THERHOSTI\T OSI /\UTOMl\llC I. ltlfiT t. BLOWER ODOR SHl rp1 10$ I l LON TEMP I\L/\RH THERMOSTI\T OS2 INTRUSION ALARM DOOR SHlTCH 1052 l FRESH I\IR &LONER lHERMOSTl\'I' r, >< tr" u &., ·r f /"1'1 f L, 0-i'-' """' i ,' v tt ( f C: 'l,) OEHUMl!l!FlER HUk!OlST/11' HIGH HUMlOlTY IILIIRM HUMlOlSTl'\T BLOWER OVERRIDE HIJMIDISTIIT PRiHIIR'I' J\/C WINUI\L TIMER .. ST/INDBY 11/C HANUIIL. TI HER HEl\lER W\NU/\L TI HER FRESH /\IR BLOWER • MJ\NUIIL T I HER ' ' ~Co,l)yr1ght Anbei;,,~~ Con~rote rrods,r.u fr!e_ • " ·, I ' : / " -,.y, 0 :?. ' ,r (.:;' s r "? ~ ~ :;;::: vi ,. . ;:- • V1 I , .. ' ' THM6 0 TO PNLBO llKR 22 TO iHH7-R OB OR 0 f TO PNLBD BKR 24 10 !'NL.BO NEUTRI\L TO /UU-F .· .. . ,,o BLOWER FAN A.; eo<i!'FW•f f !'!'! TO THH7-B 10 PNLBO BKR lb TO SMl-2 TO PNLBO NEUTRAL 10 SMl-3 iO I\Ml-8 10 REMOTE STATUS LIGHTS 10 I\Hl:-C,E,AL TO PNLBO NEUTRAL TO DEHl.ll1l01FIER RECEPTACLE TO OSI, POLE 2 COMMON . 10 REO STATUS LIGHT !~l~~ioc,;~:. 1~✓11 • TO f'NLBD BKR 15 "0 , g\ ,.,.._,,_:,, ,,,.,,1 •11-:-.... , AC"10J; .... 1}./~\"'.+??'f-~-!'\) TO 1'51,-C 'l'O k&."' i fJ,r I" ff'~ TO f',t, r, f-,f'p 1-f',J 1¢ ~-4! .. r-JtJ 1 f'C,;0 ,.,:,; TO f'NI..BO BKR I l~ l(t /N_/:,:/(t $Pf..i Of~Jt:¢~ Llt-J1'( 1, Fi"" ~ . f:. r. $,,; p., . i '4' TO 1'<· *'" 0'1'i'~r,.:t;,i!P.. ,1~J1f TO 1'5'2,-NO 1:/ 1,, ,✓, c;,1,r, i", "N.' ; f' <.# ,,,rj i'."," r' : f -1,i t;,o ,kJ, r,, f'F f'tr-J TO FLUOOESCEllll LIGHT TO J.B. FUSE BLOCK SECOIJl:W<Y TERMll-lAL S 1'0 I\Hl-0 TO I\Hl-M 'l'O !'NL.BO lllEUlR/IL lHHS 0 OB Of! OY 8-iS-52 11-n1-s1 Y- 10 LEFT fil!J.I.. THH4 0 OB OR OY e- R-'l'B-45 Y-Tl'l-~6 HT4 01\ OB 0 01! OR OY HHDJ 08 OR ov 8-KS-8 R-THH6-Y Y- 0 I\ OB THM2 0 OB OR OY f(- pf;,-,8-25 MT2-l'I &~.-H7-J 08 OR OY a- R·TB-47 Y-TB-48 HT2 0 I\ OB THHI 0 I OB . . OR OY , ·c r-;-·-· •c..c..-.""".-c.-_-,,""""':'.T''"'"'=\,......,.~_'.s'"~-:,""' ,:, ' '' . \ 11-Hl-1 !3-Hll-NO /\-THH3-R B-THHJ-8 /\-lHH2-;:,i::. 1\-THl•l!-£,i::.. B·Hi-4 B-M7-2 DO.M ll!EI\R V!E1>1l THH:3-fl KS-q 1(8-3 1(8-6 1<8-5 TO LSI 1\1' SUMP THI-M-R THH4-V HH02-R HHD2-Y { l0 OS! I'll { ENTRANCE lHHS-R HIMS-8 ~JS-I ~!6-4 K20-l • ~20-3 K20-4 TO SH1-7 To $'11•!0 A/"11~H Af'll·J N"li-8 AM1·C _/ C NO C NC - .l -~·-···---· ~'Z,.,. ~ ~f; .,,, "'1 ' , ' ----· ·1-I:- re w 1 el.t:!i;; • 31 ,_ _ ·-JB )::! ~a ,.____ 'll ,__ ~, ~ 43 44 ~s ~6 '11 118 --49 50 51 .-- 52 53 54 --s.s--i ~~ .r= _,, r • 5!:I bO i, l 62 =-f,J j _61 !,!:, ' E6 ' li:1 1-- Gti 1 6:3 10 TO PNLBD ln:R 23 }10 HE.ATER }":{) p,.~ !/' i r;-~'"'"· , ... ..., (r,;.i,. yl,,1;·, 1 , 1 ~ r 1 • r·1 , . • \,f' J }HlGH HlliER IILlll<H-------.Of2,1 /',I', }HlGH TEMPERIITURE-------t--~D, "if' /\LIIRH }HIC:li .. u11lOll'f lli.llRH-------t-ci',r-J, il,i<. \., INTRIJSIOfl I\L!lf'IM ·--------·-.. -•-·-__ z.r:, v,-t : • f I -~ LOW 'lEMf'i:ill\ TURE ·-··---· J 1\1..ARH } ~t~~~R f/\Ji..URE ---•• -··r P~ ,.6:tJ 1 CuMHERCll\l POkeR ------+ ~P, i;,j::. r OIi J. F /l l LURE I f'{) 1 ":,... I\LIIRM , I } S1i01(( ill /\RH •• -• · • f '' "'f, .. ~j::. • } TOXIC GAS ill.ARM ··•·-r:c f\tc 1 \!J'f' } EXPLOSIVE GAS ALARM -, -,:,I,, P.,)(. I } ATMOSPiiEl!IC MON111'.Jl FAILURE ALMMf'fP, :,~ } 'I ATMOSPER!C MCIIITOO COMMON ALAAM '._.j ,ll,,, ,;,...; OUTPUT, ,, r, ',\\,, 71 72 i..-1' T 0 SM!· 14 0 SM!• 15 RIGHT AA!L IIOTES: 3. Alt P/\l!EL BOARD FEEDER CIRCUITS ARE TO IN~LUOE li!i INSI.II.ATE!l GROUND l!!Rf. WHERE A 4KH HEATER IS USED TO SUPPLY BUILPING HEAT, A 25 WERE DREAKER'SHALL PE USED, DREAl<ER 02 POWER FEED TO THE El-lER- GEllCY LIGHT ~ECEPTACLE SHALL mlT BE ON THE SWITCHED C!IICUIT lllTH THE FlllORESCE!iT ~JGHTS, SEE DlO\lER CON• TROL SYSTE!l SCHEAATIC, I- 6 S 4 3 i;BJ:i 000 0 0 7 fI1 2 7 B I 2 5-KG-!l T3 s- 1-H:!-l B -10 -·,ii B·HMOJ-B !-H7-1 2-1'4-2 Kl-2 J- 5- 6- 7-TB·l9 '1-ltl-lO l '1 f i?'l 'i 11 Li __ ,.__"_+ Kl-1:i a- ~" f1)~1 t~,,, ' 'i\ (' .{r; $ "i' !'' 1 ;, ,p 6 S 4 3 G 6 ~J ooo 0 . 0 7 0 02 8 I ., !l 2 . 1- 2-KS-Z 14-2 J- 5-Kl !-NO 108-3 6- '7-TB-.!G K2-:' 0-KS-5 4- S 5 4 3 s3~J ~Q~ 1 'i? 'f 2 1 BI I 2 5- s- 1-TB.~27 . '.<2-8 8- II 5 M7 . 0 '' . I 6 ' 2 3 4 s 7 e 1(10 s- s-ioa-a 7-TB-12 i<lJ-10 8-Tl4-9 112 l-KIJ-! 1(9-~ 2-1<13-3 l 1:2··8 J-KI0-2 'I- 8 N.: 6 NO 5-i<IJ-S 6- 7-KIJ-IO KS-2 B-112-2 7 NC s 0 NO NC C C/H-Tl:l-12 C -100-.2 NC - NO -KS-5 MT4-B S 5 4 3 I iQa J6 0 0 7 i 12 7 8 I 2 l-Hl-53 5- 2-Kl0-4 ll4-J J- 4-1!!-S'l TI !l 6 5 4 3 ;;663 000 0 0 71? 92 7 8 I 2 l-Hl-60 S- 2-Hl-35 6- 3-TB-G[ 1-114-lO 4-a- 1(9 8 .., NC NC 6 5 NO 2-112-1 6-18-5 J-TB-2 7-, 1<11 7 8 I 2 1-1(10-1 s- K!J-11 2-TB-!4 S- IC!S-S 3- a 1 91011123 !-Tl4-2 1-T!S·J 2-TIS-2 B-114-1 3·Kl6-2 9-Kl0·8 4-10-T!S·!O Tl9·? 5-TIS-I 1!·10·34 s- I. IILL WlRlNC TO Br. !'.l.JNE SY CONTRACTOR E>.CEPT WHERE ]NOlC/\iED 81 OTHERS. 2, CONTRACTOR IS RESPQ.'lS IBLC FOR VERIFV ING IILL DEVICE TEl'IMINIIL lOENTIFlCATION. IN THE AB$ENCF. OF OEF INEO iERH!Nlll • lOENTlF!C/\ilON, 11 ·SH/ILL tiE /IS SHOWH ON THE SCHEMATIC l,NO iHlS HIRlNG 011\G?IIM. • i ' 108 7 a I-TB-I 11:'1:i-1 2-iB-4 J-KG-5 103-"/ ~- !l ., l 2 5-Kli-2 6- i-Kll-"I T!S-!O 8·Kl0·6 KIJ-a S 10 II I 2 J I-Tl~-5 1-TB-2& ' . 2-l<l'.l-l l 9-Tl 4-2 J-1!4-, 9- 4• !0-Kl8·7 T!4-10 5-TB-20 11· 6- ·;1101111112l:,i l-~l8·! 7-KIS-3 112·1 10-71 2-10-:n e-i,:-10-e, J·Tl:i:·2 9·. ~-!O·KI0-7 112-1 5• 11-111-1 115-2 -. l kto l B I Z. 1-ie-ss 2--f B·.32 3· f B-5',. 4·fe,-:57 JNTERIOR PANEL WIRING !SEE ORAHiNG: 13005-040!87-!Cl FOR TERHINI\L &t.<>c..1:.) ANO l'I\NEL COOR WIRING! . . HO DI!! ~ £$$©©□£1f~[Q) ::::::~ ~ concrete products, inc. • uvem.mRE 4301 WEST M.:u::ARTHUR BLVD: it SAtri'A ANA, CAUF. 92704 • • SAN DIEGO ' @ Momkc~ ... m:m,tl! GUIKSET Funurv VAULTS ........ ,., l;::,.,) A•~"""H•-1>'. )j, , I a, I,' ' I' ·1: ' ' i' i; a ,,,~-~~ I •-. ! '. . j ' \."" J .• '; ., : : ./•:i f \ : = I, f t:' .. , (·· ,, ' i ~ !· f .. " • k-. .. . ti I' • "' • , . I r , l . \ r: ! ,• _:;..,, . , I •·. ---' ····--'.'. • -·• ,,-,--.. -icv•.•••,•• ,., •. ,._,_ • ,_,--,-, .. ·•• ~-• •·~ ,,,•, '".' C-' ~"''"'" ••·' ,. •' ' ' ' ., . : ' , ... 81<,R;2z 0-------..,--.--------~----------.--------~------~ u "' > 0 N I i I 4 u <C > 0 "' - R THH1 B 1 R THM6 r R , HHO:l El B KS 5 Tl4 ; , s 71 !4 7 Sl-0 lis i~ ' I I 81 OwER CONTROL SYSTEM ' I T!'l r~IO TOO ; 2 7 I il2 TDC C Hll NO /'-.. ,,,,100 , 1!5 100 3 4 l I K!3 !l KS . ICl0,11:!6 1'li,KII! 103 1!2,l!S ''flq TIS IIH THH6 lHH7 HMDI 7 3 -; r~i ~----<-~ /.~o~a l 1 TIS TDD lO 7 C 0 NC fiIHOSPHERE M □ NlIDR!NG SYSTEM I HOUR !NlERVAL l!NER, 5£T TO ACTIVATE EVERY lS HIHU1£S FOR A 40-60 SECDNO P(R!OO 1!6' CEV SET 8 ~o SEC., 24' CEV SEl !! 60 SEC. l AUXlLII\Rr·RELAV tONTACTS (lv[Rfl!CE 9L0><€,R OPERATION !iH!cN EITHER !\IC UNIT lS RUNNltlG !SEE l\tC CONTROL SVST£Hl 120V POHER REll\Y, OPOl !20V AUXiLlllll! RELnY. DPul • 1!11£ llELIIY REL/IV, 20 SEC. TO 10 MIii., S[l I'! 5 HlN., TOE 7!ME DELAY f,:EU\V, !-30 HIN •• StT ~ 20 HlN,, 100 11HE OELAV ~EL~Y. 2·GO SEC .• Sfl ~ 20 SEC., 100 HANURL TJHEf<, IILlOWS HMlUAL l'ICTIVRllO!i OF !lLOHEf! FOR PERIOD SET DY ~NOB. RANGE O·G !<OURS BLOWER lHfRHOSl~l, ,Of·IIO"F, SE1 ~ 7S'f OUiSlOE AJR 1HERHOSTAT,'30f·ll0"f. SET~ 7S'f OEHUHlOlFlER llUMlOIS1At, 20%~il0%, tET U !.SZ HH02 I\UIRH HUHIDISTl\1, ,O%·iJ0%, !:E'I r, 60% lll11l3 IIH I OLOWER OVER~l0£ HUH!OlST/1), 20¼·80¼, SET & ~sz l\iHOSPHERlr. HON!'f(JI, It UHJC,[,1, 5/\F(lY l'Ru~uC!S. MOuEL EHH•;?, REfEk TU HANUFACTuf<Ek'S JllSH<UCTJDN HlltJU/\U SMO~E DETECTOR ·DOOR Snl!CH, OPOl ISW!TC!I 5HO>iti nn,1 !JOOR 5HIJ'll DOOR SHJTCH, W1Ru$l01l All,f<M LICHT $WllCH AIR flDH Swl !Ch, SWITCH Si 1 10 ACT 1v;11( AT 113 M,~HAL /\JR fl(),! HI E:l(•KER AHi OuL1 SUMP lEVft SHllC!I C Cl 34 II Tl◄ TOO 9 8 KIO 6 6 K 10 s 14 2 7 • ! 2 ciE 7 I<! "I 4 15 . 8 R 13 tJ • ' } 6~HUMlD!FlER 1,2 __ ,..._.* RECEPTACLE NEUTR/\L . o-- OEHUNlO!FlE~ CONTROL 5YSJ H ..---------TO BKR i": E :ll 2 10 I\M l F 4 7 .__ __ TO EMERGENCY. OSI IPOLE I) ~ /\H l M 35 1 LIGHT RECEPI, TD FLUORESCENT L)GHT FlXTURES l ! C /\Ml 13 10 II ...L., IIOTES: !, RE!l' AND GREEN STATUS,llGHYS SUPPLIED AS PART Of THE ATMOSPHERE MONITOR ALA~~ STATUS BO~ WHICH IS HOUNTEO.REMOTE TO • THE I\TMOS?HER!C IIONITOR; • ' 2. SEE ORAlllNG 13005-0401•1!7 FOR REfE,1ENCf DAAW!liGS, • :>. REFER, TO. VE NOOR iNTS-:liUCTIONS FOR OP(RATION OF CONTACTS 00 ATMOSPERiC MONITOR, 43 C LSI NO 44 C I 11 I C Hl GH 1-illTER ALARM 47 R HHC2 Y 48 □ ! I I I !:l HlGH HUM! DI Tl' /\LIIRH ,;9 C 052 NC SO i:i=-\----H I a !NTRUS!ON I\L/\RM S,, l K!G 4 54 0~ I }l l □. BLOHER FAILURE l'\LIIRM 58 7 SM! !O 59 • □ I l I I C SMOKE i\L/\RM 60 i 'fl"l '? 61 0-HI I . -Cl TOXIC GAS I\Li\RM 62 H llMl J C I l l I 64 , B AMI C Cl I I I I 63 o EXPLOSIVE GAS All\RM 65 c ATMOSPHERIC MONITOR F/\ILURE l'\U\RM /\TMOSPHER!C MONITOR COMMON I\L/\RH OUTPU! LS! f<,,li, l'il" il'vo·,. ;;,#:'fo'# ,~c 1 1t1 l"v'fi" i"1 ~ ~t 1",a, ,Ji;11-r11•~ ;•ir f,,1,;.1 :;J r:~~f':tl"?f rrN P'ii:, ::,oqr THIH V A • t:TI ,-c.._.; a G M"I 5 l M7 2 1 T3. 4 S ! l B ' 4 3 8. y 3 NEUTRAL 2 2 10 4 T4 l 7 2 2 7 27 I POLE 1 fVC n l CNDSG UN[T t NC "2 CNDSG UNIT 8/C CONTROL SYSTEM J1 ----.~---<>-----,,~-----□BKR Z I ±:8 9 B f3s9 12 I l " NEUTRIIL 2 TO TKB u «: > 0 ,,. N I ~ T J ·---~<:)388 R ••• K 23 HERTER CONTROL srsr,H NOTE: THE INTERN/IL THERMOSTAT ON THE HEIITER SH/ILL BE SET /IT 70"-72•F, M7 7 DAY lNiER\11\L TIMER, !$ET FOR 3 1/2 0/IYS, POWER RELAY, OPOT. M(, ,::,p;.,J'fti-i'~ l'·tl#,li,,1,~~'( F-~\,"'" "-"'"'!'. f), 1. \ 1~1 r·1 1 ?j~V-;, 120V AUXILIARY RELAY,·OPDT. T3,T4 TIME INTERNAL RELAY, 20 SEC. TO !O MIN,, SET 0 S MIN. UPON ENERGIZATION. CONTACTS ACTIVATE FOR•SET TIME PERIOD, THEN RETURN TO NORMAL. K20 240\1 AUXllll\RY RELAY, DPOT. MT!,HT2, MANUAL TIMER, ALLOWS MANUAL ACTIVATION OF HT3 HEATING OR COOLING FOR PER!OO SET BY KNOB. ShS2- THMl TH!-!2 THM3 THM4 / RANGE 0-6 HOURS. • !H.se8NNE€'f-51ffi€ttr+l"etE-tlflNt11\tc-e6N'ffi(;'f OR· LGC-1Htfl--AWAG9½:r-:ro••·1'HE-€eli6E'N5 ! NG: UIT!"r; PRlHAAV 11/C UNIT TH,ERHOSTAT • 30•,-uo·F • SET@ ea·,. STANOB'I' AIC UNIT THERHOSTAT, 30"F-110"F,, SET @ es•;:. • HE!\TfNG THERMOSTAT, ,3Q·F-.11o•F.f SET e SS"F • HIGH TEMPERA)'IJRE IILARM THERHOSTI\T, :JO"F-liO"F, SET @ ss·F. • • . LOW TEMPERATURE' I\LIIRM THERMOSTAT, 30"F-i 10"F, SET@ ss·F. 7 7 26 'A/C ,q • EV/IP Ff\N P/C •2 •• (VA? F'/\N POHER •AlllJRE RELAY 32 l 33 u < > 0 "' TO VOLTMETER FUSEBLOCK 1,f "t& ·-----·· ,-·---- 1<20 3 56 : I C COMHEflC l AL POHEfl ON 45 R THH4 Y 46 01--+---11 f I <l H!GH TEMPERATURE ALARM ' ' . . . . . ·, .· . '·. @ ~p,,.~1'a:h1 A~Md•ted Corn:l'ilU! Prrnil.ll!u, I~.:,< ·£~~©©D£1f~IQ), •SAPITAA!~ /" , . _-, .-~, . ,• • _" ill' SANTA P.-\ULIL .. . . c:o(lcrete products,iric. • UVEAtt.cl,fa .. • .• 4301\VEST MacARTH~R litvo, ~SANTAANA, CAL!r, 02104 • • SAN D!EC!O. • ·,'11...., -~1::inurm;1ti;e~·p1 -~"tJJ.K·SET®.vmn_v VAULT~ ~ye,;r,:e:•,0r~. i?.::+tf/VJl'(lt,;i::; , . ' ' \ \ V I ... ./ r ··""" •--. ---------; ... , ________ , ...... -·•- i' "'""'"•"-"" ...... -- SCREENED INLET UNlSTRUT- BOLT FAN TO UNlSTR·UT --·•·------~-, ..... , .. ' ,sr:CTION SlMfLAR F -1 SUPPLY F Al, -INciNE. 500 CFM @ 2.5" $.?. --3/4" HP, 208V,-!_¢ 2900 RPM. MOTOR MOUN TED ON SIDE. SERVlCE ACCESS FROM BOTTOM PP,OV1DE BELT GUARD. COOK MODEL 905QE8. f-2 SAME AS F-1, CD 3 TON SPUT SYSTEM F'URNlSHED RY ACP CEiUNG DIFFUSERS W/ 08D, !<RUEGER TYPE 1240 DUCTWORK IN VAULT TO BE GALVA;~IZED IRON ROUrW DUCT re 8[ SPIRAL DUCT & FIHING UNDERGROUND DUCT TO 8[ SCHEDULE 40 PVC. 2 DUC1WORK & !NSTALLA no~~ SHALL CONFORM ro SMP.C~JA MANUAL FOR LOW PRESSURE OUCT. j I I I ! . ,, ; 1 · ... '' ~ ' r;1i:st P/a:s::: ohd $6e::,/i,;;o~L,1,"ts' c!I'! f1.,rnisheci by the cm1i:ir ,·/r·!~For kr (mly • n sp'."df,,;d p•;rr,6~!;, wsc c~d \.J!:'<'r Any o\her vs.ea e,f 'thei-:, µk:'S _. 6--1d ,t;p~t1/'irntio:15 '"' ithG:;t _th(;: pdui MiHefl CO,\Stl!ll"! l cf . A_:.~oc:afen, C_,:crcrde f_l~t>Quc.t~i" ,,, _i:·lq)IYi!tlf fll'r.,h;b't0ct, ;;; _'JI. th.; "(\'e .. r1sk.-00:.i li:;biiity Q/ ·Um :.J!:"'r, cm11 A,:ir.,:::i!:l!ed Co:1<:'.'H!k Proo,;ctn, ;i,;; -:,.:Jc!'lt~ ,end_-.r~pn<csenitJf;v0~,, ,c;;f;re~~!y 1:h:.1oirm, cmy ond _oil 1uv- , ,r,mtle,5 .o.: 1•.;b!',,tir~:; ::-, C,'.')tF::~etfli!'I \Yak ~11r:h ar,cutr<:;.rirer; usf EXPANSION SHIELD 1/2" ALL THREAD (TYP) =----v,~ • ,, "" -••~•••• ' . I . , I \ I/ ' 1--- l' r' 1· I I [ 16''¢ SCREENED DISCHARGE (2) 1,f'x14" CD-·4W 600 CFM EACH A I/ COI'{_TROLLED_ ENVIRONM.BN'r v'AULT _ FLOOR PL.AN 1/2"=1·--o" i . ······--····------··-"·· .... ------·--- A /REMOVABLE DUCT SECTION i . ! 16'x14" SECTION u·· 4 --- \""--· MIN. 3 S/M SCREWS \ '-STA~~D1NG $£AM W/CAP. I ,,•: -,. I l I (\l l \ ' ' ) ""\· ;,,,,_ -~ \\ \\ I 1 f~· .. ,, ' l . I ;::;:J 0 "' -. ~ r, -, ; r ~ :,;, ., ;s:- f ,-. - vJ '.ff' :i::: 1 C: .~ r--. "'"<;j r. ;,--.ll -"' 1-- <S s,'l ...s:: V CONSTRL!CT!ON MATcRIAL LIST DESCRIPTION OP ITEM UNIT OUANTIT) CONCl<"ETe CURB ( GUTTER LF /89 2"xb" REOiJ/OCJO HEAOER: L.F 2:55 4" A.C. OVER t,," AGG. 8ASE B.F. 4848 PAVEMeNT SeCTION &" SOR-18 PVC :5TOR/l,f O.e41N LF. 33 ClU!t:SET /8"x l8''x.3(t;" DRAl/11.BOX EA. I WITH H-20 TR:AFFIC GRATE! &" R.IP-,'?AP I c. Y. 20 NA77V€ Fll.l MATG"RIAL C. Y. 240 BLEND FIL-L SLOPE INTO ,E)(/,5T//V(i f✓4TURAt, 0RAPG.~ PROPa5EO Flt.L-------"-- / 1 12'' I " I MIN. SEe GRAPING'-£,Lt?/,10 P'ROPOSEP GRAOE OETA!l--/I/TO EXl5TIN!'j St-OPE PE!? ~ ('.IRAOI//G PeTA!t- SEG PETAIL-A\ \\ \ ,------ 1 \ >✓ /~ ,J_ /,// ----/NSTAt,~ CONCleeTE CUR8 ~ ----__ 1,-/ ✓~ jlt ~~~~c.e7Y;:e .ff1Y -{-,--,W ---;;:y / "·,, / --------REMOV& OR PULVe!?IZE IA/ / Pl-AC5 EXl6TI/VG A-C-ANP / CONCRET6 CUR8 ANP -------' \ 8U7i6Z AS R&Ot.J/R/3P \INSTALL 3" AC. PAVeMEf>/T ove,e 4" A0$;/?&0ATE BAS€ (TYP) SECTION 1-1 SCALE = HORZ. I" = 20' VERT. !11 == 51 ,--2"x 8" l':EO/-J/000 HEADER ,,//,~/,PJ?OP0.580 F/IVl-51-( 8Uli?FAC8 4 11 A.c 3" MINUS Fo,:;------.. C,':'USIIEO ROCK. SLt_.lPf= ........ _"'- "-/~:\\ J: ', 21- 19- 17- /5- Pk'OTeCTIO!V 'c' '' ;-';-• ---/\IA71VE MATERl4L l?EMOVeD ------0-____ __, OUR/NG PHAS/3 I VAULT ~=== CON6T/-?UCTION COMPACT ~==:. j ~-TO .90¼ OP.TIMUM, ' I ', i VARIES ' ", l 11 -2 1 i -,,ReMOVe 012 put,VEl?!ZE EXISTIN(i A.C FIIVl5H SURFACE AS REC/'D, DETAIL A N.T.S. I FO MON WELL WITH 8RASS 01.5K STAMPEP li?CE c/&87 FO MON WELL /VITI-I 8RA65 01.5K 6TAMPEO RCc? 3 cta .• fl" N4':J"l4'4Z"E J ,z t/NIVERSITY OR1VE I 4 /xZ 0-1-00 HORIZONTAL CONTROL DETAIL PROPOSED CURS I' GUTTER." "· \ NTS. ! VAl:?/€S /-'-2.5' GRADING DET.AIL SCALE ' HORZ I" = 4' VERT 111 = z' 1 8ERM HT~ te" Mliv'. .9.26' 7:G. l~,fd6'!: i=P \ ,.-~ __ CON:57'/?UCT Ii?" 8ERM WITH 6'';--------==.=. =-=="TT'tr------!?IP-RAP ANP 8LENO INTO , • • -" -v ! '-, eXt:5T//</q 3:/ RI/ZR.4r'SLOPG -.:" ,,. ! ' ---~ \ /!.d,30 //VV. 15!:iZ F.t/Eli~ OUTL c T '-,'--•. , 6 11 STORM DRAIN PROFILE SCALE• HORZ. I = 10 VERT. !11 = 51 --a'x8' R!P-,e,'1P U.SE &' t:AF RtJCK PAD TNICKNcSS " /. O' MIN. $ROUT WIT/I 3 SACK CONCRETE .SANO SLURRY ---------~------~-----------------------.-----"----------,------------------'---•-----..------------------,-~~,,,,,---_J m1::s ,5/IEEr JS A REVIS/ON FCJ;e MWD DRWG. Ol<'ADl('/___{-i__~ROOf/0 M.W.D. 77/R.Nour VA._~Li., __ _ ~//RFAC~_':f.!!~!?_~~ CJN AtL. OTJIEl?__ ~_./2.'~~~j AE§ :5t/P€RCEDC:D .BY 71/IE",SE (¢JeAOeS. 1 CN'ANtje' Ne'C£,S:'Sl7"A7c.D BV INCORRC:CT i i •-a-.c:-. -F~C._,e;_-o_,s_;e_P_IR-~-U-N--E~J/4'__;4_D_E_.;i#O-w/V"j-~/,),'1<, .• r,ill_ ON S/.IF-Er 'il.1-f'.' !u-?'-·s,1 2 --! ~----------------+---+---l Di::SCR1PiiCu :'.::t,'\TE: NO REVISIONS LJESiGN[iJ BY $_.M (:HEG!\ED BY ............. :?..J.:..... SCALE DR.NA'N BY. ·-· ... A.G. L. o:cr.= n-"'"' s, AS SHOWN u~ 4 > 250-652s (W:,) 388-2344 606,037.9 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT !-----------------------, APPROVED: ~J__ ~ 11-~·8"1 ~FWrANEART DEPUTY UTILlT!ES DIRECTOR R.C.E. 1\10. 38799 EXP 3-31-93 BOr\l lTA CREEK REVISED SERVICE GRADING CONNECTION PLAN B-71089-A C-2697-B \