DESIGN REVIEW BOARD STAFF REPORTFOR BUILDING 11\ COMMERCIAL ZONES

DATE: December 15, 2005

TO: Design Review Board No. I

PREPARED BY: Bradley Collin

CASE NO: I-PDR-2005 -174-A

APPLICANT: Sprint pes, cia Scott Danaway

AJ)J)RESS: 1070 Linden Aveoue

ZONE: C2 - Community Commercia!: Height District I

LAST DATE REVIEWEDiDECISION: First time submittal for final review.

PROJECT PROPOSAL: Tbe applicant i' proposing to add a wireless telecommunicationfacility to an existing church property. The facility is compriscd of three sets of antennas bcingadded to the fa,adc of an existing church steepie. The facility's related equipment would belocated on the ground adjacent to the stecple. The existing stecplc and proposed equipmentlocation are on the southeast comer of Glencaks Blvd. and Linden Ave. Thc existing steeple isapproximately 59-feet, 6-inehes high, witb an existing cross tbat is 16 feet above the steeple.Two sets of antennas would be located approximately 45-feet above the b'TOund level and thethird set would be approximately 58-feet, 4-inches above the ground level. The three sets ofantcnnas would be enclosed within a screening that would be painted to match the steeplesurfacc. Thc related equipment would be located behind a proposed 8-foot high wall, whichwould he hehind a proposed 12-inch wlde landscaping strip. Thls wireless telecommunicationfacility was approvcd for a conditIOnal use permit (for a wireless telecommunication facilitywithin 300 feet of a residential zone) aud a setback and standards variance (for a wall greaterthan 18-inchcs in the front setback area and for the antennas exceeding the maximum allowablehcight limit) on January 5, 2005. As part of the conditions of approval for the variance, theproject was required to ohtain Design RevIew Board approval.

APPLICABLE DESIGN GUIDELNES:

Urban Design Guidelines: The subject projcct is located in thc West Glcnoaks Boulevard studyarea. This area is designated as highway commercial. A diversity of mixed rcsidential andcommercial retail, office, and service uses are represented. The area cncompasses the westernportion of Glenoaks from Pacific west to the cIty boundary. This immediate street block C<lnsists

DRB C",e No. I'DI' 2005· 174 AAddress: 1070 Linden Avenue

01'<:1 church, offices, and rctuiluscs. Architedurally, there is a diverse pattern represented in thisarea due to contrasting development.

The (,uidelliles encourage huildings to be placed toward the back of the property. The buildings\vouJd, gencrul1y, l~lcc the street and an:: oriented to the parking lot, which is positioned betweenthe structure nnd the street. The Guidelines encourage various architectural features includingcanopies, arches, roof overhangs etc., that are integral clements of building fayadc artieulatlon.ConsideratIOn should he given to d~sign clements to C--rIsurc they arc developed according topedestrian scale. Efrixts to coordinate VI/iih adjacent structures arc encouraged to reduce bulkand Jl1ass of new buildings "llld should relate to the prevailing scale of existing huildings.

The main focus for the Board with thi::; project is the method} height, and material of screeningthe ptOposcd equipment, the type, size::, and location of the proposed landscape strip in relation tothc screen wall and cquipment j ::md the color Glnd material of the screening for the proposedantennas.

COMMENTS:

L The applicant is proposin~ to screen the antennas on the steeple such that it is thesame color as the steeple.

2. The applicant is proposing to screen the equipment with an 8-foot hi~h wall that willmatch the adJacent wall, whieh is brick.

3. A 12-inch planter would he placed at the front of the equipment screen wall. Theapplicant is proposing to use climbing vines.

4. Staff recommends that the planter also have a flowering ground cover to cover thedirt snb.ieet to the Board's direction.

Respectfully submitted,

Edith M. FuentesZoning Administrator

C~ (fC.Bradley Collin])lanner

ATTACIIMENTS,

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OVERlJIND PARK, KANSAS 66251

ST. MATTHEWS CHURCHLA60XC506-D

1070 UNOEN AVE.GLENDALE. CA 91201

LOS ANGELES COUNTY

ST. MATTHEWS CHURCHLA60XC506-D

08/11/05 IIEO FOR'

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4 07/1a/05ISSUEO FOR 1'1UTlUTY COt.lIolENTS

3 04/20/05ISSUED FOR NPCC

2 04/01/05ISSUED FOR 1'1£PERt.lrr

09/21/04ISSUED FOR PHPERt.lrr

PREI'AREO B\"'

1m.BLACK & VEATCH

CORPORATION114C'~

CJVmLANO PAaK., ~SAS 66211(g'J) 458-2000

N5ULTANT

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T2 Nfl8'Ht.... CABlE SCHEDllLE. GENERAl. NOlES. LEGEND oil: ABBI'lE'VIAllONS 5

lSI TOPOGRAPHlC SURVEY -At srn: Pl»t .. CONSTRVCTlON~ 5

A2 ENLARGED SnE Pl.H<. »ITENNA AND EQU"'~ENT I.o.yours 5

A3 EI.EV.Tl()NS 5

A4 DETAILS 5

AS DETAILS 5

St STRUCTlJRAl.. NOTES. FOONOAnON I< MlCHOR aot-T I.o.YOOT, 5cONe RfTE FOOTING SEC110~ a: DET~ LS

EI ELECTRICAl. SITE Pl.H<. '-UN£ llIAG_, PIJ'lEL SC" WtJL£, GENERAl NOlES 5

E2 GROUNOING LAYOUT. NOT£S. S'YSTD.I SCHEMlOC .l: CONDUIT~ 5

E3 ELECTRICAl. OErAlLS 5

E4 ELECTRICAl. NOn:S 5

L1 I..ANOSCAPE .a: IRRlCATlON. PUN 5

l2 LAIIIcsc.aPE NOTES &I DETAILS 5

SHEET INDEX

o.o.'I'E SICNATURE

N!JWORI< OP£RA~ONS

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APPROVAL SIGN-OFFS

EXT. l.J1

FA'(; 900-280-9746

PROJECT TEAM

608 PAITERSON 909-307-57B9

CHUCK FllEElIAN 71'-666-;781

BLACK & VEATCH CORPORATION11401 LAI.IAR All(OVERLAND PARK. KS 6621 1PHONE: 913-4S8-672J FAX: 91J-458-8136

CIVIL ENGINEER'

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ELECTRICAL ENGINEE R:CONF...cT: ntJ ARlJJNmouTPHON[, 9'l-'58-7385

CONSTRUCTION,CONTICr, wJl1Y "-LENPHOI"I[: 5l-19-786-42J1

SITE ACOUISITION'CONTIer, DEll 8ENNE'TTPHONE: ;'J-<5ll-22J6

RE ENGINEER'CONTACT: ....nNDER SINCltPHONE:: 240-277-4689

.rw;Q;SOCCONTIer:

Sf. MAlTHEWS EVANGEL.JCAt.. CHuRCH'070 UNOEN AVEl'UEGlENOAl£. CA g120t

PASTOR BANWART816-B-42-Jl JtI

143.25 SQ. FEET

U2 (PROFOSED)

V-N (NON-SPRlNKL.EREO)

C-'2 C~~LJNITY CO....,..ERCIAl..

ACCESS NOr REOUIRED.

THl

555.8' ANSL

3-4-· '0' 27,fi$ N

~'IJ" 17' ....Ct..f$ w5624-008-034

fACIUTY IS LJNUANNEO ANO HOT FOR:HUIr.WII t-r.ABITA.TION. HANDlCAPPED

1070 LINDEN AVE.

PROJECT SUMMARY

APPLICANT

PROJECT DESCRIPTION

GLENDALE, CA 91201(RAWLAND)

THE PROJECT CONSISTS OF IHE INSTAl.L'.nON ANO OPERATIONOf ANTENNI>S AND I>SSOCIATEO EQUIPMENT CABINETS fORSPRINT. THE INSTAl.L'.TION INCLUDES (4) GROUND /,IOUNTEDEQUIP/,IENT CMIINETS (Z-INlnAL. 2-FUTURE). (J) DUAL-POLPANEL ANTENNI>S (I PER SECTOR, J SECTORS TOTAL) /,IOUNTEDTO EXISTING CHURCH STEEPLE, (2) UTIUTY CABINETS. (1) GPSANTEN~A AND RUNS FOR ELECT./TELCO SERviCE.

sPRINT658C SPRINT P"AAK'WAYOvEJUJIIojO PARt<. KS 6ti2S1COHTIer: ,RIS IUlNO, PROJECT -ernPHONE: 913-7904-5.320

PROPERTY INFORMATION

CONTACT;

PHO~£:

AREA Of CQNSTRlJcnON=

OCCL.lPN+CY frPE;

CONSTRUCT10N TYPE:

CURRDfT ZONING:

ZONING API'1..JCAl"iOo'< I,EL£VATlOH:

LATTTIJO€:

LaNGnuOE;

5. CAl.IroRlM PLu~llING CODE 20010. CAlIFORNIA R.ECrR1C cOO£ 20017. L~ l!UIL.OING COV€8. CITY/COU NTY ORlllN>l<CES

VICINITY MAP

DRIVING DIRECTIONS

CODE COMPLIANCE

'- ....

ALL WORK AND ~ATERIAlS SHAU. BE PERFORI.IED ANDINSTALLED IN ACCORDANCE WITH IHE CURRE~T EDITIONS OFlJjE FOLLOWING CODES I>S IDOPTED BY IHE LOCAL GOVERNINGAUTHORITIES. NOTHI~G IN THESE PLANS IS TO 8E CONSTRUEDTO PER~ IT WORK NOT CONFORMING TO ltJESE COOES.

1. CAlJFOIlNIA AD~INIS1RAlM: CODE(I"CL- m.us 2' " 25) 10""

2. OJJfOA:NIA BUILOtNG COOE 20013. ANSE/EII.-1.22 -F UrE SI.'ETY

COO[ ~rP""-'OI-I990

ol. CAUFOFtNIA MECHANICAl CO()[2001

TAKE 1-405 NORTHMERGE ONTO 1-605 ~ORTH

/,IERGE ONTO 1-5 NORTHEXIT ON WESTERN AVENUE AND TURN RIGHTTURN LEFT ON SAN fERNAN 00 ROADTURN RIGHT ON UNDEN AVENUEARRIVE AT SITE

FROI.I SPRINT OffiCE IN IRviNE'

ANTENNA & CABLE SCHEDULE

CSAI W6S-13-A010

(2) COAX EA.'---------------l 60'-0"

II]

6'1":

1070 UNDEN AVE.

GLENDALE, CA 91201

LOS ANGELES COUNTY

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OVERLAND PARK. KANSAS 66251

ST, MATTHEWS CHURCHLA60XC506·D

t«U:.CT JNFa:b.I....11CH

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59JEll FCll,I PERMIT

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6' 16'

6' 16'

JUMPERLENGTH

TOP/SOT

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YELLOW VIOLET BLUE

Y[.:..LOW GR2.:Y V:j':IT~

YELtOW VICLtT WH(':'E2

3

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YE~L0W RE'J B:-JE

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2 YEllOW YEUOW 'M'ITE

V~LLOW REO '..... i-. iE

CABLE COLORNO CODE

8

7/8" 1

CABLE ANTENNASIZE POSITlON

CABLELENGTH

O'

0'

ANTENNAMAKE/I.40DEL

FL,:luRE

~ECH, oOlIN TILT

ELEC.. oOlIN TILT

4()'

ANTENNA NO. AZIf.4UTHSECTOR

GENERAL CONSTRUCnoN NOIFS'

J. PRIOR TO Tl-IE SUBI.lISSlON OF" 81DS, Tl-IE CONTRACTORS SHAlL ~51T "THE JOB 5lIF AND BE RESPONSIBLE FOR AU CONTRACT DOCUMENTS, FJELD CONDlllONS AND DIMENSIONS, ANDCONI'lRI.lING TH"'T THE WOOK I.lAY BE ACCQI.lPUSHED AS SHQ....,... PRIOR TO PROCEEDING IIlTl-l CONSTRUC110N. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THEII.lPLEIolENTAllON ENGINEER AND ARCHITECTIENGINEER PRIOR TO PROCEEDING IIlTH THE WORK.

~. THE CONTR...CTOR SHAU OBTAIN. IN 'MllnNG. AUTHORIZ...TION TO PROCEED BEFORE STARllNG WORK ON ANY IIFI.l NOT CLEARLY DEI'1NEO OR IDENTIFIED BY Tl-IE CONTRACT DOCUMENTS.

5. CONTRACTOR SHALL CONTACT U.S..... BEFORE PROCEEDING IIlTH ANY EXCAVAnON, SlIF WORK OR CONSTRUCllON.

6. ll-iE CONTRACTOR SHAU INSTAUL AU EQUIPIolENT AND I.lATERIALS IN ACCORDANCE 1Il"TH f.4ANUFACTURER'S RECOf.4f.4ENOATIONS UNLESS SPECIFlCAUY INolCATI'D Oll-iERIllSE OR \\IiERELOCAL CODES OR REGULATIONS TAKE PRECEDENCIE,

7. AUL WORK PERFORI.lED AND f.4ATERIALS INSTAULEO SHALL BE IN STRICT ACCORoANCiE \\HH AU APPUCABLE CODES, REGULATIONS AND ORDINANa:S. CONTRACTOR SHAU GIVE ALLNollCES AND COl.lPLY \o\1TH AUL LAWS, ORDINANCES, RULES, REGULATIONS AND LAIIlFUL ORDERS OF ANY PUBUC AU11HORITY REGARDING 11HE PERFORI.lANCIE OF Tl-IE VoORK. MECHANICALAND ELECTRICAL SYSTEf.4S SHALL BE INSTAULEO IN ACCORDANa: \\HH AU APPUCABLE f.4UNICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONALCODES, ORDINANCES AND APPUCABLE REGULATIONS.

8. THE GENERAL CONTRACTOR SHAlL SUPERVlSE AND DIRECT THE WORK. USING THE BEST SKILLS AND ATTENllON. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AUCONSTRUCTION f.4EANS. I.lETHOOS. IFCHNIO'JES. SEQUENCES AND PROC£DURES AND FOR COQRDINATING ALL PORTIONS OF Tl-IE WORK UNDER ll-iE CONTRACT INCLUDING CONTACT ANDCooRDINAnON IIlTl-l Tl-IE IMPLEI.IENTAllON ENCINEER AND .....TH THE LANDLORD's AUll-iORIZED REPRESENTAnVE.

9. SEAL PENETRATIONS Tl-IROUGH FIRE RAllED AREAS \0\1111 U.L USTI'D AND FIRE CODE APPROVED f.4AllERIALS.

, O. PROVlDE A PORTABLE FIRE EXnNGUISHER ..... ll-i A RATING Of NOT LESS Tl-IAN 2-A OR 2-A10BC 'MnHIN 75 FEET TRAVEL DISTANCE TO ALL PORTlONS OF" "THE PROJECT AREA DURINGCONSTRucnON.

11. ALL CONSTRUC110N SHAUL BE IN ACCORDANCE ..... TH CHAPTI'R 23 Of' 1I1E UBC REGARDING EARTHQUAKE PIPiNG, UGHT FIXTURES, CEILING GRID, IN11ERIOR PARTITIONS AND MECHANICALEOUIPI.lENT. ALL WORK '-lUST BE IN ACCORDANCE IIlTl-l LOCAL EARTl-IQUAKE CODES AND REGULATIONS.

1. THE F...C1UTY IS AN UNOCCUPIED DIGITAL TEl£COl.l ...UNICA110N FAOUTY.

2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A OIAGRAMI.lAllC OUruNE ONLY, UNLESS NOIFD OTl-lER\\I5£. Tl-IE WOOK SHALL INCLUDE FuRNISHING I.lAIFRIALS. EOUIP"'ENT,APPURTENANCES AND LABOR NECESSARY TO CO".PLETE AU INSTAlLATIONS AS INDICATEO ON nHE DRAIllNGS.

N'

NE

PH

JLJ

f'C

REIISlON'=

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ISSUED FORPCC

ISSUED FORPERI.lIT

ISSUED FORUTIUTY COI.II.lENTS

ISSUED FORPERMIT

ISSUED FORPERIolIT

o.BLACK & VEATCH

CORPORATION11401 lJI~AR

O~D pAflIC, KANSA.S 68211(9'J) 458-2000

08/11/05

09/21/04

04/21/05

07/18/05

04/01/05

4

5

ANTENNA CABLE SCHEDULE,

GENERAL NOTES, LEGEND &ABBREVlAnONS

3

RA"M'I BY

NJDE

CENSU~

E:tTTI

CONSULT....T

<HEET NUN8ER,

112

N/A

NIA

N/A

N/A

NjA

N/A

NiA

6' I 6'

6' / 6'

6' 16'

6' 16'

RED RED Bi<OWN

RED YELLOW ORANGE

RED YELLOW BLUE

RED RED ORANGE

RED RED BLUE

RED RED WKITE

RED YEULOW BR OWN

RED YElLOW I\t1ITE

RED GRE y B~OWN

3

GREEN V:OcET a.'lAtJCi"

, GREEN VIOLET B~OW~

3 GREEN RED ORANGe

4 GREEN RED BLUE

GPE~N GREY ORANGE

, GREEN GReY BROWN

2 GRE,N G~EY WHITE

1 GREEN YEUOW BRO'M'i

2 GREEN YEULOW \\Ii1TE

RED GRE~ ORA~GE

4 RED GREY BLU<:

4 RED VIOLET BLUE

, GREEN RED BRew~

2 GREEN RW WHITE

, RED VIOLET BROWN

2 RED V;OLET WHlrE

RED VlOlET ORANCE

2 ~ED GREy WH1TE

J GREEN YELLOW ORANGe

• GR,EN YELLOW BLuE

4 GRt:£N GREY 6r..'J~

4 GREEN VIOL,T 3LLE

SEC~ 1

pos 7 ;;.0: e-c;: 9

5

6

10

12

7/8"

7/8"

1/2'

60'-0'

60'-0·

65'-Q'

0'0'

ruruRt

FlJTURE

rU'rURE

FUTURE

LUCENT CPS

CSAI W65-1J-A010

(2) COAX EA.

CSAI Wti5-1J-A010

(2) COAX EA.

f.4ECH. OO'llNTILT O'

ELEC.. OO'llNTILT O'

IoIEC~. DOlIN nLT

ELEC.. DOIW<TILT

NIA

~

280'

160'

~

2

2

3

3

GPS

NOTES,1. CONTRACTOR TO FlELD VERIFY CABLE LENGTHS PRIOR

TO ORDERING, FABRICATION, OR INSTAUATION OF CABLES,

2. COLOR BAND TO BE 2" 'MOE ON MAIN UNE.

3, SPACING TO 8E ,. 8ETWEEN COLORS~

4, COLOR SAND ON JUI.lPERS " IIlDE wi 1" SPAa:.

5, START COLOR BANOS 2" BHOND 1'/E... ll-iERPRDOf1NG.

6. START SELECT COLOR NEXT TO END CONNECTOR.

I I 01 STlNQ BR:IO(

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AlTERNAIl:ANTENNAAPPROXIMATE(lY)ARCHITECT(URALlA.UER~AN ~R[ GAUGEBU!101NGiILOCKB,OCKINil6EAIoI9OUNOARY NAIUNC6ARE TINNED CCFPER WlREI'OTTl;I.I CF FOOTINGBAO<-UP CP.8INElc..61NETCANTUVER(to)CAST IN PlACECElUNGQ£AR

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FACE Of CONCRETEFACE OF IltASCftRY,ACE CF STUDFACE rF WALLnNISIi SURFACEfOOf(FUl)FOOTINGCROWlli (CABINtnGAUGEGALVANIZl:(D)GROJHO rAUll ORCUIT 1~1ER.RtIPlER

GLUE LANINATED BE.u..GLoBAL POSITIONING Sl">TDl

DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFlc... nONS IoIAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONOl1l0NS, AND SUCH I.lODIFICAfiONS SHAlL BEINCLUDED AS PART OF Tl-IE WORK.

THE CONTRACTOR SHAUL f.4AKE ~EClESSARY PROVISIONS TO PROTECT EXISTING II.lPROVEf.4ENTS, P"'VlNG, CUR8S, VEGETATION, GAlVANIZED SURFACES, ETC., AND UPON COl.lPLEllON OFWORK REPAIR ANY DAMAGE THAT OCCURRED OURING CONSTRUCTION TO THE SATISfACTION OF SPRINT.

KEEP GENERAl AREA CLEAN, HAZARD FREE, AND DISPOSE OF All DIRT. DEBRIS, RUBBISH AND REf.40VE EQUIPMENT NOT SPECIFIED AS REMAiNING ON 11HE PROPERT'!'. LEAVE PREf.4ISESIN CLEAN CONOInON AND FREE fROM PAINT SPOTS, OUST OR SMUDGES OF ANY NATURE.

REPRESENTAllONS OF TRUE NORTH, OWER Tl-IAN Tl-IOS[ FOUND ON THE PLOT OF SURVEY DRAIIlNG (SHEET LSI). SHALL NOT BE USED TO IDENnFY OR ESTABUSH THE BEARING OFTRUE NORll-i AT THE SIIF. THE CONTRACTOR SHAUL RELY SOLELY ON ll-iE PLOT OF SUR~Y ORAIIlNG AND ANY SURVEYOR'S f.4ARKINGS AT Tl-IE SITE FOR THE ESTABUSHI.lENT OF TRUENORll-i, "'NO SHAUL NOTlFY ll-iE ARCHIIFCTjENGINEER PRIOR TO PROCEEDING l'fITH Tl-IE WORK IF ANY DISCREPANCY IS f'OUNO 8ETWEEN THE VARIOUS ELEI.lENTS OF ll-iE WORKINGORAl'fINGS ANa 1I1E TRUE NORm ORIENTAllON AS DEPICTED ON THE CIIilL SURVEY. THE CONTRACTOR SHAU ASSUME SOLE UABILITY FOR ANY FAILURE TO NonFY ll-i£...RCHITECTIENGINEER.

PENETRATIONS OF ROOF I.lEM8RANES SHALL BE PATCHED/R-ASHED ANa '-IAOE WATERTIGHT USING UKE I.lATERIALS iN ACCORDANCE 'MTl-I NRCA ROOFING STANDARDS AND DETAILS.CONTRACTOR SHAUL OBTAIN DETAIUNG CLARIFlCATION FOR S1TE-SPECIf'IC CONOIllDNS FRQf.4 ARCHITECTIENGINEER, IF NECESSARY, 8EFORE PROCEEDING.

BEFORE ORDERING ANDIOR BEFORE FABRICAnNGI CONSTRUCTINGjlNSTAWNG ANY ITEf.4S, ~RIFY THE TYPES AND QUANTITIES.17.

, 2~

'5.

13.

14.

16.

ABBREVIATIONA_B.NJV.ACCAAOO',A..F.F."".F.G..AlUM.....T.....r.APPfl1l.ARC!<.AWO.BUlG.BU<.au<G......B.N,B'rt:w.S.O.F.Bil'cAB.CANT,C.I.P.CLG.a.R.COL.CONC.ca<N.CONST.CCI\IT.dOSLOEPT_0,'.D1A.Dr4C.DIM.0 .....01lLE....aE1LC.nEV.Ean.E.N.ENG,EQ.EXP.EX5T.EJ(ISnNGE1lT.FAB.F.r.F,G.FIN,Ft.R.FON.F.O.C.'.0."'.F.O.S.F.o.w.F.S.n,nFTC,G.c....".O_F.I.GUI.(GLU-LAIol)CPS

04147LS1

SHEET 1 OF 1 SHEETS

(ALVADA--SURVEYING, INC.lCl'l; A/'I-g".I'III!!:IIt' So~ FronOKQ. [let1wer" Phoet"lb,

6580 SPRINT PI>RKWAYOI/E~lAND PI>RK, KS 66251

·s~.~ print.

1070 LINDEN AVECLENDALE, CA 91201

lOS ANGELES COUNTY

ST. MATIHEWS CHURCHLA60XC506-D

A delta groups....... engineering. inc.

con5~lting engineers

5 PARK PLAz.... SUITE 1400IRl1NE, CA 92614TEL (9-49) m~0333 'AX (9.9) 622-0331

PROJECT INFORMATION:

PLANS PREPARED BY,

~'""~ ~;;~/04 II~.SU(o "'R' DESIGN ~

REV,:-OATE:=rJESCRIPTlON:---BY,

5- 20-04 1000 nlU ~T HP

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SHEET NUMBER REI/ISION:

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Assessor's Parcel No,512'-008-0J<

Vicinity Map

LOTS 25, 26, 21 01() 211 ~ Ill.OCK 'Jr CT lRAC! Nll .2$:1. ~ I>( orr Oi a.oo.tU,coo." 11 LOS .lNC!l!S. ,IAlE Oi COUFCllIl.\. AS f'{JI lW' REClIROOl ~ lIOOl '7, P/,C()l, CT IW'S. II !Ii( (IffU Oi IlIt ClUiIY liEromt Oi SAD OW< Il

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TItle ReportI'REY.ARED BY: SlEDIilT llli IT c:AI..lFQMA(R;O 11I0: t!J.....R(P(llTED OAn: OCWlBElt IS, 100)

Date of SurveyN'!lIl. 2'1, 1001

Easements(j) III. E"5£101 f~ JlIIIC>lJiG IIiIDfB ~ Pf>E'i _5 REClJWl ~ BOO! 11)7.

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Geographic Coordinates at Existing Steeple\927 0AlL\t "011.« ,.. lO'·27.l!l' l(Jl~1I.()[ " .. ,r J7.211"

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IIJPERMIT

08/11/05

SITE PLAN &CONSTRUCTION NOTES

6580 SPRINT PARKWAYOVERLi\.ND PARK, KANSAS 66251

~:~Sprint

ST. MATTHEWS CHURCHLA60XCS06·D

1070 LINDEN AVE.

GLENDALE. CA 91201

LOS ANGELES COUNTY

5 08/11/05ISSUED roo JLJPERI.lIT

4 07/18/05ISSUED FOR 1'1UTlLlTY COMMENTS

3 04/21/05ISSUED FOR NPCC

2 04/01/05ISSUED FOR NEPERMIT

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NEW 12'-0' WIDE SPRINTACCESS EASEMENTFROtA PUBLIC R,O.W.

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1. lCIE ARCHITECT!ENCINEER BLACK ANO VEATCH CQRPORAllON AND REPRESE"HAllVES OF lCIE o IIT'ER, MUST BE NOllFlED AT LEAST TWO FULL DAYS PRIOR TO COI"MENCE~ENT OF CONsrnUCl1ON AT (SIJ) 456-672J.

2. DO NOT SCALE BUILDING DI~ENSIONS FROI< DRAWING.

J. ANY DRAIN AND/OR FlELD llLE ENCOUNllERED DURING CONSJRUCllON SHALL BE REWRNED TO ITS ORIGINAL CONDIllON PRIOR TO COMPLEllON OF WORK. SIZE. LOCATION AND TYPE OF ANY UNDERGROUND UllUl1ES OR IMPROVEMENTS SHAll. BE ACCURATELY NOTED AND PLACED ON AS~CONSrnUCTED DRAWINGS BY GENERAL CONTRACTOR ANDISSUED TO I\RCHITECT/ENGINEER AT COUPLEllON or PROJECT.

4. All. EXISTING UllLlTIES. FAOUTI£S, CONDITIONS AND THEIR DIMENSIONS SHO\\!; ON PLANS HAVE BEEN PLDmo mOIJ AVAILABLE RECORDS. THE ARCHITECT/ENGINEER AND OYINER ASSUIJE NO RESPONSIBILlTY II'tlATSOEVER AS TO THE sumCIENCY OR ACCURACY OF 1l1E INFORMATION SHO"",,, ON THE PLANS OR lCIE MANNER OF THEIR REMOVAl ORADJUSTh4ENT. CONTRACTOR SHAll. BE RESPONSIBLE FOR DETERMINING EXACT LOCAllC+l OF All. EXISllNG UTILIllES AND FACILITIES PRIOR TO START OF CONSTRUCllON. CONTRACTOR SHAU ALSO OBTAIN mOtA EACH UllLITY COMPANY DETAiLED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMO\llNG OR ADJUSllNG EXISTINGUllLll1ES.

5. CONTRACTOR SHAll. VERIFY AU EXISl1NG Ul1L1llES BOTH HORI20NTAll.Y AND VERTICAll.Y PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETAllON OF PLANS SHOIJLD BE IMMEDIATELY REPORllEO TO THE ARCHlllECT/ENGlNEER FOR RESOlUllON AND INSTRUCTION. AND NO fURTHER WORK SHAll. BE PERFORM£[)UNTIL THE DISCREPANCY IS CHECKED AND CORRECTEO 9Y THE ARCHITECTjENGINEER. FAILURE TO SECURE SUCH I~SmUCTION MEANS CONmACTOR WILL ~A\.£ WORKED AT HISjI-IER DYIN RISK AND EXPENSE. CONTRACTOR SHAll. CALL LOCAL DIGGER HOT UNE FOR UTIUTY LOCATIONS 4a HOURS PRiOR TO START OF CONsmUCTIC+l.

6. All. ~EW AND EXISllNG UTILITY STRUCllURES ON SITE AND iN AREAS TO BE DIS1lLRBED BY CONSmUCTION SHALL BE ADJUSllED TO FINISH El£VAnONS PRIOR TO FINAL I~SPEcnON OF' WORK

7. THE BUILDING DEPARTMENT ISSUING 1lHE BUILDING PERMIT SHALL BE NOnFiED AT l£AST TWO WORKING DAYS PRIOR TO 1lHE COWI.lENCEMENT OF WORK OR AS STIPULAllEO BY THE CODE ENFORCEMENT omCIAL HAVlNG JURISDICTION.

II. CONTRACTOR SHAll. CLEAN ENTIRE SITE AFllER CONSTRUCTIC+l SUCH THAT NO PAPERS, mASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WIll. REMAIN. ALL MA11ERIAlS COll.ECTED DURING CLEANING Of'ERATIONS SHAll. BE OISPOSED OF OF'F~S1TE BY llHE GENERAL CONTl<ACTOR.

9. All. SITE WORK SHAll. BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WTH LOCAL UllLlTY COI.lPAIiY, llElEPHONE COMPANY, AND ANY OTHER UllUTY COMPANIES HAVlNG JURISOICnQN OVER THIS (.OCA110N.

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a.BLACK &VEATCH

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5 08/11/05 ISSUED FORPERt.4IT

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~ ~...ADJACENT WAJ.l. l2 ~ ...

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~NEW Sl'RINT STEEL PANEl. I~ESS GAlES PAlNTE:Q TO MATCH ~ ,.,EXISTl NG CHURCH lRlM 1

'"4$ NEW VERTlC.'L CABl.E TRAY. PAlIlT ...TO MATCH EXISTlNG ADJACENTSURFACE

~ NEW 12" Pl..AlNTER W/ CUMBlNGVINES .I: DEEP ROOT IRRIGATION

~ EXISTING L»lDSCAPING TO REMAIN

DETAIL 1NORTHWEST ELEVATION

~: 1/8"-1'-0"

COLORED

ELEVATIONS...on.l2

DETAIL 2SOUTHWEST ELEVATION

SCALE: 1/8"-1'-0"

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FINISHED SURFACEFINISHED SURFACEDETAIL 3

NORTHEAST ELEVATIONSCALE: 1/8"-1'-0"

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D.BLACK & VEATCH

CORPORATION1l«J1 LAWAll

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07/18/05

08/11/05

04/01/05

04/21/05

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2

1070 UNDEN AVE.

GLENDALE, CA 91201LOS ANGELES COUN TY

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(IC80 #%27)

~ --<.XIS11NG WALIL

~---- PROPOSED UNISTRUTRl000

:"I..lt:.l:t"~--t--PROPOSED SPRING NUT

1. CABLE TRAYS SKAUL BE FREE OF" SHARP oa~ECTS AND BURRSWHICH COULD IN..lJRE CABLES. COIlERS SHALL BE FASTENED USINGHOLD DOlIN QIPS. srJEET t.lETAL SCREWS ARE NOT ACCEPTABLE.

2. GPS t.lOUNTED TO SIDE OF VERllCAL CABLE TRAY 0 TOP OF STEEPLE.

DETAIL 3VERTICAL CABLE: TRAY

NO SCALE

DETAil 1ppe @ WALL MOUNTED

NO SCALE

FLANGED CABLETRAY COVO:R WITHHEAVY DUTY COVERCLAt.lPS

MOUNT TRAY TOUNIS1'RU T 'MTH1/2"- 13Xl 1/2" LONGGALVANIZED BOlTS.SPRING NUTS 1"1010& WASHERS ------'

UNISTRUT PI 000.TYP.• SEE 3/- FORUNISTRUT ANCHORAGE

PERPL?t1N4"

GALVANIZED STEEL CABLE rnAY "RUNGS, 4" LOADINGDEPTI1. SUPPORT •CABLES WTI1 •llE-'MMPS EVERY4'-0"

//

NEW J/4" Em GRO'JNDCONDUIT

NEW 2" Em TELCOCONDUIT

NEW Z" Em GENERA TORCONDUIT

NEW Z" ETLI ELECTRICCONDUIT

CABLE TO PIPECONNECTOR BURNDYTYPE GAR(TYP. Z PLACES)

S ANTENNA(SUPPLIED BV LUCENT)

I'i Awe GROUNDINGKIT CABLE

1/2'~ COAX CABLEMINI BENDING RAD.PER MNFR'S sm.l"e RIGID GN-V.STEEL CONDUIT.

GROUNDlrotG KIT

11LT HOLESFOR AD~USruENTS

EXISTING WALIL

~---- CONTINUOS 8EAD OFSILICONE SEALANT ATTOP OF UNISnRUT

DETAIL 4GPS ANTENNA @ CABLE TRAY

NO SCALE

'2 AWG BCWTO GROUND BAR

#2 Awe BCW

VERTICALCABLE TRAY

GROUND BAR(CIGBE)

NEW CONDUIT CLAt.l

NEW 4x4 PVC SLEEPERBY MICRO I'UECT, t.lODEL681585 OR EQUALSET IN t.lASTICOIlER RUBBER PAD(6'-0" APART) -

.,..-...,.------,--r-...,.......,.....J-...,.......,........,......,....L-.,-...,....---,_-r-...,....

'2 AWG Bew(TYP. 2 PLACES)

DETAIL 5CONDUIT @ ROOF

NO SCALE

PROPOSED 12" LONG UNISTRUTP4OO0TO 6'~O" D.C. (TYP)PAINTED TO MACHEXIS11NG BUILDING

SECURE TO WALL USING: 1/4".,,,3 l/Z" LAG BOLT 0 lIOOD STUDS. OR1/4 "'HILTI KWK BOlT K811 wi 3 1/4" t.lIN. EMS. (ICBO 14627) 0CONC.jSOUD GROUTED Ct.lu OR 5/8" THREADED ROO WI HIL11 HITKYZO EPOXY 0 6" MIN. EMB. (ICBO '>Ill1S) 0 HOLLOW CMU (ryp. 2 PER UNISTRUT)

DETAIL 6CONPUIT @ WALL

NO SCALE

PROPOSED EMT CONDUITPER PLAN. TO MATCHEXlS11NG BUILDING

BASE PLATE DETAIL

3x3,1/4·x6"LONG

SPRINT PANEL ANTENNA

~-I/Z"' 4~1/2"

1 I/Z" J" J"-

,,,-

~1'-' 3/16'

!/'I \-,

rF~..~ . <. l!:: ::!J..,I '--- ... +..

'iof---+-t+--2"~ VERTlCAL PIPE ~OONT (8Y .~

ANTENNA t.lANUFACTIJRER)

Is"e U-BOLTPROVIDEDW/ANTENNA t.lNT

-++----'::2:0rs~5D PIPE

'-----11---'-' ANTENNA t.lOUNT

l/Z"(Il Et.lT

DETAIL 7SERVICE LIGHT

NO SCAUE

'---<---0O\\!ol 11L T BRACKET

POST t.lOUNTEO WP.LIGHT SWTCH

S.S. SEll' TAPING SCREWS(~ TOTAL)

TS J',J'xl/4 wi 9',9',3/8"BASE PLATE W/ (4) liZ' KILnKWiK BOLT II wI 4" t.lIN.Et.lBEOt.lENT W/O SPECIAL INSPEC110N(ICBO '4627)

9"

DETAIL 11ANTENNA MOUNT

NO SCALE

'- -\2) 5/8"~ KIL11 K'MK BOLT II~-1/2' t.lIN/ EMBEDMENT) W/OUT

SPEaAL INSPEcnON(ICBO ER '4-627)

DETAIL 12ANTENNA MOUNT ENLARGED DETAIL

NO SCAUE

500W lZ0 V QUARTZ FLOODL1G~T t.lODEL TQSOOI20LPIt.l12BV UllfONIA

3 ~OL£ OUT.l£T BOX8Y RED DOT, Rl~JlLJ.l W/8LilI'IK COVERS.S. SElf" TAPINGSCl'lEWS(~ TOTAL)

!h'----CONDUIT STRAP

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NEW POWERSER\lCE CABLE

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DETAIL 1CABLE LADDER

NO SCALE

f'- COAX GROUNDKIT (TYP)

ROJECT I~FORMA ~'"

ST. MATTHEWS CHURCHLA60XC506-D1070 UNOEN AVE:.

GLENDALE. CA 91201LOS ANGELES COUNTY

J I Fe IN"o[CENSURE,

RAIlN 8Y'

5 08/11/05 ISSUED FOR JLJPER~lT

4 07/16/05 ISSUED FOR NUTILITY CO"'IolENTS

3 04/21/05 ISSUED FOR N'PCC

2 04/01/05 ISSUED FOR NEPER"'IT

1 09/21/04 ISSUED FOR PHPER'" IT

~S PREPARED By

o.BLACK &VEATCH

CORPORATlON11<01 L.AloIolIl

O~ PARI(. KANSAS ."211(9lJ) 0511-2000

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SECTION 1NO SCALE

J.~ POSTSGALV

PL 9.9.J/8GALV

\- COAX CABLE PER PLAN W/

CABLE CUP (TYP)

HORIZONTAL P4000T

,.~, ~OO,fBll'11 IP I

2'-0"

DETAIL BICE BRlpGE SUPPORT BASEPLATE

NO SCALE

Q

9"r1/4 V

1 l/Z" 5" I 1 1/2"

I I I -.-- I

dI

,........1-0 O-f---,~

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ir-rnl II LJ 31. ilPJ I

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TO CONTROL BOXI

Lr0NTROLLER UNIT TO BE

IN TELCO CABINETI

ELEVATION

PLAN~ONTROLGABLEANTENNA TO

.-- _ --[] ANTENNA (m'.)

-rl. - BUILDINGANTENNA (TYP.

DETAIL 2RE~OTE ACTUATED ANTENNA SCHE~ATIC

NO SCALE

CONTROL CABLEANTENNA TOANTENNA (TYP.) __e-'

!::lQIE;.COAX CABLE v.lUL BE ATTACHED\\IIH HOISTING GRIPS INSIDECHURCH STEEPLE

BUILDING STEEL

COLO WA TER PIPE

i

ji

I

~-+

DETAIL 3WEATHERHEAp &: METER

NO SCALE

METALLIC PO\\£R S£R'IICE

RACEWAY/CONDUIT~

POWER GROUNDINGELECTRODE

NEW HOUSE SER'IICE

METER PANEL~

JC Fe

1070 UNOEN A\o(.

GLENDALE, CA 91201

LOS ANGElES COUN TY

NJOE

5 08/11/05ISSlED rOR JlJPERMIT

4 07/18/05ISSlED FOR 1'1uTIUTr' COIolMENTS

J 04/21/05ISSUEO rOR N~pce

2 04/01/05ISSUED fOR NEPERMIT

1 09/21/04ISSUED roR PHPERMIT

\.ANS PREPAR£ll By

1m.BLACK & VEATCH

CORPORATIONllolO1 LAlANI

OIorRlAND P_, KANSAS 5'211(~IJ) .58-2000

coNSlJLTANT

HUt NU.ueER:

ST. MATTHEWS CHURCHLA60XC506~D

PllOJECT INFORtoIA'lION

STRUCTURAL NOTES, FOUNDATION

& ANCHOR BOLT LAYOUT.

CONCRETE FOOTING

SECTION & DETAILS

~~_:~Sprint6580 SPRINT PARKWAY

OVERLAND PARK. KANSAS 86251

EETn

RRENT ISWE DATE

ItI 08111/05sroED roo;

JI PERMIT

V,=OATE=SClllPnOO,

I~J!P~I(~~[J,~! (PAgISH %~ f;Jo.63067 )~

.::0.. Exp. 6/.30/06 *~/ CIVIL ,~

"it. R-~I: OF CA\-'~ 0

I51

7. CONSTRUCTION I.IATERIALS SHAU BE SPREAD OUT Ir PLACED ON FRAMEDFLOOR OR ROOF LOAO SHAll NOT EXCEED THE DESIGN U'of.: LOAD PERSQUARE rOOT. PROVIDE ADEQUATE SHORING/BRACING 'MiERE STRUCTURE HASNOT ATIAINED DESIGN STRENGni.

8. IT SHAUl 8E THE RESPONSIBIUTr' OF THE CONTRACTOR TO LOCATE ALLEXISllNG UllUllES \\HETHER SHDI'I!'l HEREON OR NOT ANO TO PROTECT niEIoIFROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR ORREPLACEMENT IN CON ......NCTION WITH niE PROSECUll0N Of nilS WORK.

9. DIMENSiONS SHAll TAKE PRECEDENCE OVER sCAUES SHO\\N ON DRAWINGS.

10. niESE NOTES SHAll BE CONSlDERED A PART OF niE WRlnENSPEClnCAII ONS.

11. All IJa,lS REI.IOVED OURING CONSTRUCTION WORK (I.E.ORYWALL.PLYWOOO. CEILING PANELS, ETC,) SHALL BE REPLACED TO IoIATCH EXISTING.

12. 11-IE FOlLO'MNG REOUIREl.IENTS SHALL BE I.IET FOR SPECIAL INSPEcnON:

A. mE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERIilSION OF AREGISTERED PROfeSSIONAL ENGINEER.

B. mE SPEOAL INSPECTOR SHAll FlJRNISH INSPECTION REPORTS TO 11-IEARCHITEGT/ENGINEER. AND OniER DESIGNATED PERSONS. AllDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THECONTRACTOR rOR CORRECTION; THEN, IF UNCORRECTED, TO Tl-iE PROPERDESIGN AUniORITY ANO mE BUILDING ornCIAL

C, l1HE SPECIAL INSPECTOR SHAll. SUBMIT A FINAL REPORT SIGNED BYBOni HE AND HIS SUPERVISOR STATiNG 'MiEniER l1HE WORK REqUIRINGSPECIAL INSPECTION WAS IN CONrORMANCE WITH l1HE APPROVED PLANSAND SPECIFICATiONS AND 11-IE APPUCABLEWOR~I.IANSHIP PRO\olSiOO OF THE UNIFORM BUILDING COOE.

0, Cor.IPLY 'Mni ALL ClTr' SPECIAL INSPECTiON REOUIRE'-lENTS.

GrnffiAl sffiUCW Rt;L tiQIFS'

1. IIlHERE A CONSTRUCTION DUAIL IS NOT SHOWN OR NOTED. THE OETAIL $HAU BE THE SAMEAS fOR OTHER SIMILAR WORK.

2. NOTES AND DETAILS ON DRA'MNGS SHAll TAKE PRECEDENCE OVER GENERAL NOTES.

J. NO PIPES, DUCTS. SLEEVES. CHASES, ETC., SHAll BE PLACED IN SlABS, 8EAMS,OR WAll UNLESS SPECIFlCAllY SHOWN OR NOTED, NOR SHAll ANY STRUCruRALIJE!.II3EB BE CUT roR PIPES, DUCTS. ETC.,UNLESS OTHER'MSE NOTED. CONTRACTORSHALL BE OBTAIN PRIOR APPROVAL rQR INSTAllATION OF' ANY ADDIl10NAL PIPES,DUCTS, ETC,

4. GONTRACTOR AGREES THAT HE SHALL ASSUIIIE SOLE AND COMPLETE RESPONSl81UTY rOR JOBSITE CONDITION DURING TliE COURSE or CONSTRUCllON OF nilS PRa.l:CT INCLUDING SAFETY OfAll PERSONS AND PROPERTY, niAT THIS REQUIREIoIENT SHAll APPLY CONTINUOUSlY AND NOTBE UIoIITED TO NORI.IAL \\I:JRKING HOURS; AND TI-lAT THE COOTRACTOR SHAll DErEND, INDEI.INIFYAND HOlO SPRINT AND niE ARCHITECT!ENGlNEER HARMLESS FROI.I ANY AND AU UABllITr', REALOR ALLEGED. IN CONNECTION Wlni THE PERFORIIIANCE OF WORK ON THIS PROJECT,EXCEPTINGfOR lIABIUTr' ARISING mOIll niE SOLE NEGUGENCE OF SPRINT OR niE ARQ-IITECT/ENGINEER.

5. mE CONTRACT DRA'MNGS AND SPECIFlCAl10NS REPREsalT THE FlNISHED STRUCTURE. THEY00 NOT INDICATE 11-IE t.lETHOO Of CONSTRUCTION. THE CONTRACTOR SHAlL PROVIDE AllMEASURES NECESSARY TO PROUECT THE STRUCTURE. WORKERS ANO PEDESTRIANS DURINGCONSTRUCTION. SUCH IJEASURES SHAU INCLUDE. BUT NOTilE lIt.1lTED TO BRACING, SHOOINGFOR LOADS DUE TO CONSTRUCll0N EOUIPI.IEtH, TEMPORARY STRUCTURES, AND PARTIAllYCOMPLETED WORK, ETC. OBSERVATION IIISIT TO lfjE SITE BY THE ARGHITECT ;'mGINEER SHALLNOT INClUDE INSPECTION or SUCH ITEllS.

6. ASTIJ SPECIFICATIONS NOTED ON niE ORAWINGS SHAll BE Of 11-IE LATEST REVISION.

GrnERAl smUCTUBAL CONCRETE NOTES'

I. ALL CONCRETE W<lRK SHALL BE IN ACCORDANCE WITH ACI 301-89. AClJ18-95 AND niESPECInCAII ON FDR CAST-IN-PLACE CONCRETE.

2. All CONCRETE SHAll HA'of.: A MINIr.lUM COMPRESSION STRENGTH Of 2.500 PSI AT 28DAYS UNLESS NOTED OTHER'MSE.

J. REINrORCING STEEL SHAll OQNFORI.I TO ASTM A 62S, CRADE SO, DEfORI.IED UNLESSNOTED OT'MER'IrISE.

4. TH£F fOllOWING IIIINIMUIoI CONCRETE COYER SHAll BE PROVIDED rOR REJNfORCING STEElUNLESS SHOIIN OTIHER'MSE IN DRAWINGS:CONCRETE CAST AGAINST EARni 31N.CONCRETE EXPOSED TO EARni OR 'M:AniER#6 AND LARGER ,2IN .#5 AND SI.IALLER &; W'Ilf" 1-1/2 IN.CONCRETE NO EXPOSED TO EARTI-l OR WEATHER OR NOT CAST AGAINST mE GROUND:SLAB AND WALL 3/4 IN.BEAIJS ANo COlUt.lNS .1-1/2 IN.

5, A CHAIoIFER 3/4" SHAll. BE PROVIDEO AT ALL EXPOSED EDGES 0" CONCRHE U.N.O. INACCORDANCE Vllni ACI 301 SECTION +.2.4

6. ~OLES TO RECEIVE EXPAN~ON/WEOG£ ANCHORS SHAll 8E 1/8" LARGER iN OIAIoIETERniAN THE ANCHOR BOLT, DOWEl OR ROO AND SHALL CONfORM TO Io4ANurAClURER'SRECOMMENDATION FOR EIoIBEDIoIENT D(P-m OR ASSHO\\N ON THE DRAWINGS. LOCATE ANDAVOID CUmNG EXISTING REBAR \\t1EN ORIWNG HOLES IN ELEVATED CONCRETE SLABS.

7. USE AND INSTALLATiON Of CONCRETE EXPANSION/WEDGE ANCHOR, SHAll 8E PER IC80 oleMANUrACTljRER'S WRITTEN RECOI.IIIIENDED PROCEDURES.

REINFORCING STEEL

LINTEL BEAAI UNITS.

REQUIREIoIEN TS.

STANDARD STRUCnJRAL STEEL NOTES'

1. AU METAL WORK SHALL BE IN ACCORDANCE 'Mni THESPECIFICATION GALVANIZED ASTM AJ6 UNLESS NOTEOO-mER'MSE.

2. STRUClURAL TUBING UEMBERS SHALL CONFORI.I TO ASTh!ASDO, GRADE A OR ASOI.

J. All WELDING SHAll BE DONE USING E70XX ELECTROOES ANO\\£LDINC SHAll. CONrORM TO AISC ANO AWS 01.1. ~ERE

FILLET 1\e.0 Sl2ES ARE NOT SHOWN. PROVIDE TI-lE I.IINIMUMSIZE PER TABLE J2.4 IN THE AlSC "MANUAl. or STEELCONSTRUCTION", 9TH EDIllON.

4. ElOLTED CONNECTlONS SHALL USE BEARING TYPE GALVANIZEOAS1l.l AJ25 BOLTS (3/4" 01.1..) AND SHALL HAVE A MINII.IUMOf TWO BOLTS U,N,O.

5. NON-STRUCTURAL CONNECTIONS rOR HANDRAIL, LADDERS ANDSTEEl GRATING MAY USE 5/8" OIA. GALVANIZED ASTM A307BOL TS U.N.O.

<0I

'"

ALL HORIZONTAL REINrORCEloIENT SHALL BE PLACED IN BOND BEAM OR

1. CONCRETE I.IASONRY UNITS SHALL BE IoIEDIUIoI WEIGHT UNITSCONfORloIlNG TO ASlM C90, GRADE 1'1-1, 'MTH I.IAXlI.IU"t LINEAR SHRINKAGE Of 0.9S" (F'I.I = 1,500PSI). IoIEOIUI.I WEIGHT (115 PCf).

2. IJORTAR SHAll. BE TWE oS' CONFORMING TO TABLE 21-A or niE UNifORM BUILDING CODE(1.IINIIoIUIoI 1,800 PSI AT 28 DAYS). AOl.IlXlURE SHALL BE l-PINT Of REO LABEL SUCONEM PERSACK Of

J. GROUT SHAll. BE COI.IPOSED OF THE fQLLO'MNG RAllO BY VOlUME: l-PART PORl1LANOCEI.IENT, 3-PARTS SAND. 2-PARTS PEA GRAVEL AND SLmCIEf-.n WATER rOR POORING'MTI-lOUT SEGREGATION Of GROUT CONSTIruENTS ("INI~UU COIolPRESSlVE STRENGTH OF 2,000PSI AT 28 DAYS). AOMIXruRE SHALL BE 1-PINT OF RED LABEL SUCONEIoI PER SACK OFCEMENT. WEIGHT SHAll BE 105 per.

4. All CEUs CONTAINING REINroRCING STEEL OR EIoIBWDED 11EIoIS AND ALL CELLS IN RETAININGWAUS AND WAUS BELOW GRADE SHALL BE SOUD GROUTED.

CQNCRETE MASONRY UNITS

5.

12. PROIliOE ONE BAR DIAMETER (A MINIMUU OF 1/2") GROOT BEl\Io£EN MAIN REINreRCING ANDIoIASONRY UNITS.

1J. LOW UFT CONSTRUCTION. Io4AXllolU~ GROUT POUR HEIGHT IS 4 FEET,

14. HIGH UFT GROUTED CONSTRUCTION IoIAY BE USED IN CONrORIo4ANCE 'MTH PROJECT SPEClrlCAllONSAND SECTION 2104.6,1 Of U.8.C.

15. ALL CEUS IN CONCRETE BLOC~S SHALL ElE nLLEO SOLID WITH GROUT, EXCEPT AS NOTED IN niEORA'MNGS OR SPECIFlCATIONS.

16, CEllS SIlAll BE IN VERTICAL ALIGNMENT.DOWELS IN rOOTINGS SHAll BE SET TO ALIGN Wl11-I CORES CONTAINiNG

S. \\HEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER. HORIZONTAL CONSmUCTION JOINTSSHAll BE FORMED BY STOPPING mE GROUT POUR 1-1/2" BELOW TOP OF niE UPPERMOSTUNIT,

7. All BOND BEAM BLOCK SHAll. BE 'DEEP cur UNITS.

8. PROVIDE INSPECTION AND CLEAN-OUT HOlES AT BASE OF -,(RTICAL CEllS HA\olNG GROUT LIFTS INEXCESS OF 4'-0" or HEIGHT.

9. ALL GROUT SHALL BE CONSOlJDATED WITH A MECHANICAL \!lBRATOR.

10. CEMENT SHALL 8E AS SPEOFIED rQR CONCRETE.

11. REINrORCING BARS - SEE NOTES UNDER "REINfORCING STEEL" FOR

17. RErER TO ARGHITECruRAl DRAWINGS fOR SURrAGE AND HEIGHT or UNiTS, LA\1NG PAnERN ANDUOINT TYPE.

18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED. mEE FROt.l INJURIOUS AMOUNTS OF DUST,LUIIIPS, SHALE. ALKAU OR ORGANIC MATERIAL.

19. BRICK SHALL CONrORIII TO ASTIJ C-62 AND SHALL BE GRADE IJW OR BEiTER.

:IIII

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2'-11 1/2"

//V

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DETAIL 2eMU WALL/EQUIPMENT FOUNDATION PLAN

&: ANCHOR BOLT LAYOUT

SCALE; 1/2'=1'-0'

EXISllNG

CONC. SLAB \J"CLR Z,

,.,-

\ .'";

0 ,.,L I

:.- :.-

NEW CIJU WAll.----....,

...

~, •.

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I.lOOCELL REARCLAIIIPING BARPROVIDED W/CABINET

••••

•..

2'-9'

1"'-..../

r•• "·~

~,~ 2" SAND

~ ~OVER 10l.lL \,1SQLJEEN

~~OVER 4" SANDSECTION 3 "

NO SCALE 14 0 12 O.C. E.W. T&8

• •

'loS' BEND

D TW.

v

DETAIL 5REBAR SENDING

NO SCALE

2'-0 S/S"

l

SECTION 4NO SCALE

1/2" I.I.B. PROVIDEDw/ CABINET TYP. OF = R=-'0'~ "" ---.., ~

3" 4 3/8'" ~OJ<

G ANCliDR BOLT" ANCHOR BOLT G ~--"r--+-----V"'----------i----n ~

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1/2" HILll K'MK BOlT II W/ +' v/EI.IBEDMENT. SEE 2/- fOR LOCATION (leao/I- 4627), NO SPECIAL INSPECTION, TW.OF (4) PER CABINET

I.IODSELL REAR ANCiiORING ANGLE~/PRO-'WED W/ CABINET ~

FOR ALL BENDS

2'-S"

•

'------.-

.--- VCMU WAll.

I~I /'5024" O.C. HORIZ.

V/'5016" D.C. VERT.

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V ,/ SEE PLAN

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II

1070 UNOEN AVE.

GLENDALE. CA 91201

LOS ANGELES COUNTY

~~_:~Sprint6580 SPRINT PARKWAY

OVERLAND PARK, KANSAS 66251

ST. MATTHEWS CHURCHLA60XC506-D

ROJI:CT INr"""'AllCH

5 06/11/05 ~JR FOR JLJ

4 07/16/05 ISSUED FOR N~UTlUTY COMMEN TS

J 0~/21/05ISSUED FOR N~PCC

2 0./01/05 ISSUED FOR NEPf"RMIT

1 09/21/04 Wf~5R FOR PHLAf',lS PR£?ARrn ElY

aBLACK & VEATCH

CORPORATION'1401 LAllAR

OYERlANO PARK, KANSAS 66211(9'~) '~2000

:otlSUlTNiT

SYMBOLS

8 XIT GROUND ROD

© E'-IER GENCY CEN ER ATOR

I=v"·~ ~VE~D ~lif~~tCT S'MTOH. 'MTH S\\ITCH SIZE

I):: CIRCUIT BREAKER WlTlH AMP FRAME OVER AMP TRIP

~ ''''TS' MANUAL TRANSFER S.....TC~[JJ'ATS' AUTOI.IATlC TlRANSFER S.....TaH

• lAECHANICAL CONNECTlON

• CAlQWELD CONNEC11ON

~ E-MON. O-MON

(0 UTlUTY lAETER

o UUNCTlON BOXo PORTABLE CENERATOR RECEPTAQ.£

l] DISCONNECT S'MTCH

~ TEST WELL

'f.~--~------

I

III

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,.d

EXISTlNG CfiURCH

I V .~ AA.'MII BY

rK'==AP~I (EJDEI NEW SPRINT POVll:R/n:LCO '/ ~I CEHSURE:

IJC IFQPATH ALONG EXISTING OHURaH

IROOFTOP I~ ~£~I~I II

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lo::ELECTRICAL SITE PLAN,

irt-- I-LINE DIAGRAM,PANEL SCHEDULE

& GENERAL NOTES

. -. -4

ii pT

'd

GLENOAKS BLVD.

:,(1' K·. ~.

U/G DUCT BANK FOR POWER/ TELCO CONDUtTSCOAXIAL CABLEGROUND CONOUCTOR

GROUND 'MRE

TELCO CONDUlT RUN ..... TH PUU STRING IN PLACEEUECTRICAL CONDuiT RUN 'MTH PULL smlNC IN PLACECONDUIT RUN CONCEALED ABOVIE CEIUNG 00 WALLSCONDJIT RUN CONCEALED BELOW FLOOR OR GRADECONDUIT RUN EXPOSED

CONDUIT STlUBBED OUT AND CAPPED

HOllE RUN. J/4"C-2'12&1,12 OND

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-£ ~

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AIlBRFIIIIITlONS

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AMPSABOVIE FINISHW FLOORANTENNA GROUND BUS BAR

A",pERES INTERRUPTlNG CAPIICITYCONOUIT 'MTH (1 )PULL STRING INEAaH CONDUCTORS AS REOUIRED BYDRAWINGS OR DR SPECIFlCATIQNSCONDUIT ONLY. PROVIDE. '-lIN. E'-IPTY CONDUITEXTERNAL GROUND RINGENVIRON"'ENTAL CONmOL PANELGROUNDKILOVOLT-AMPERESKILOWATIlIAIN GROUND BUS BARMAIN SERVICE SV>lTCHBOARD"'ANUAL TlRANSFER S'MTCH

ON CENTERSECTOR GROUND BUS BARUNLESS NOllEO OTHERV>lSEVOLTS

WEATHERPROOF. NEMII 3RMANUAL MOTOR STARTER WITH THERMALOVIERLOAD PROTECTION

AAITAGBAleC.

C.O.ECRECPGNOKVAKW",caMS8MrsO,C.SOBUNOv

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NEW SPRINT EOUIPMENT ARE"- ---11r-_.---,.

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i I I~ ~NEW 12'-0" WiDE SPRINT I II /..•.ACCESS EASEMENT mOlA ...

PUBLIC R.O.W. ------'Ir-+----l--I--' .. 0 I: I ."" • OOJ

: JI « I

: ~IIII

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10

12, 20

1 '0

, 20

1250

NORTHERN T'ECHNlX.OGlES. INC.DUAL 200.... IYIEOL INTERt.:CXJ<ED ~AJ~ BREAI<ERS, 42 j(jJC

10 K",C SEAlES RA'TtD BRANCH BREAlCOlS

NOTE, ALL BREAKERS ARE FURNISHED AND INSTALLED 8PANEL MANUFACTURER. MS, FAN AND GFa RECEPTACUARE FlURNISHED, INSTALLED AND PRE'MREO BY THE PANE'" ANUFAC lURER.

lOAD (lOAns) I

7SOD

162.0

31280

I ~---- NEW 200A METER lIAiN W/200A~ POlE C.B. NEMA :.IR

(LOCATION TO BE \'[RIflED)

PANEL 'pp' SCHEDULE

=

DETAIL .3ELECTRICAL 1 LINE DIAGRAM

4------------ J" CONDUIT(AS DIRECTED BY UTlUTY CO)

DESCRIPTTCH

TOTAl. lOA[) (AWPS)

TOTAl. ,OAO (WATIS)

TO EXIS NG POIlER SERVICE P O-C.

PHASE TOTALS (WAlTS) lS!IOOT,.,.." J0400

TOTAL CONNECTED LaAO (WATIS)

25.. (Jf LARGEST CONTINUOUS LO"" (LlX.)

5 SPAC£ __ I50Il _ 5ER\tC{ UI>",

, 100 2 1 MOOCEU."O" "'50 _ 8450 0 _ MS

6 SPACE _ _ \80 IPPC 170 REaP.

CkT Q<T B1<R orrNO. MIPs I.>ou:s TO REC "'SC

S(ll"NG vo..rAGf, 1<0/2_. , P"AS. JWPANEL. RA nNG: '20!240V. 1 PHASE .:iW

BUS RA~NG, 200A

2 ~5O-18'SO _ 0 1=rJ,_80:..:....+--=:2-t_+--+-.:.'-f..:.:OO::;CEl.l=:....::;c.0:....:.:f2=--.",6.7.50. mo I _lPACt

• 6750 16750 _ '00 1PPC ~....

t¥I('ldlJlor

Cell

NOn:S, C~bln.l

1. SERVICE POWER SHELL BE 200.11. 120/HOV. lPH, JW.

2. UTlUTY RECEPTACUE IS A GFC! DUPUEX OUT&ET INSTALLED IN THE DEAD FRONT OF THE PPC.

3. FOR COMPLETE INTERNAL V>lRING ANO ARRANGEMENTS REFER TO VENDOR PRINTS BY PPC

lAFR. NORTHERN TECHNOLOCIES. PAIRT NO. N211-W03, U.L USllEO.

4. PROVIDE A "'IN. 36" WORK CLEARANCE IN FRONT OF PANELS/SERVICE EQUIP..

5. THE "'.1111'1 CIRCUIT BREAKER IS RATED FOR 42KAIS AlND All 8RANCH BREAKERS IN THE

PANEL ARE SERIES RATEO 10.000 R"'S SYMMETRICAL A"'PS, 240V lAAX. 750.6. ALL WIRING SHALL BE COPPER RATED FOR 75 C

7. CONDUIT REQUIREMENTS (TYP U.N.O. ) UNOERGROUND, PVC (SCHED.•0 OR 80) INDOOR,

EIolT (RGS IN TRAFFlC AREAS) OUT DOOR (ABOVE GRADE); RGS (ADJUST CONDUIT FlLL FOR

SCHEDULE 80 PVC CONDUITS)

B. DISCONNECT THE FACTORY INSTALLED lAAIN BONDING JUMPER BETwEEN THE NEUTRAL BUS

AND THE GROUND BUS IN THE PPC.

9. AVAILABLE SHORT CIRCUIT DUTY BY mE UTlUTY CO AT PQlNT OF SERVICE IS - -KAIC

f 1/2" CONDUIT - (1)/2 AWG TO

-=!:-_ 9---'._~ 5/6 X 10' GROUND ROD.(ELECTRICAL SERVICE GROUND)

120/240V AC. 200A @EMERGENCY GENERA TOR •

N/C 1N/C RECEPTACLE AT PPC LOCATIO A~

......__.-J~~r-------200.11 WALKING 8EAM

r:-::-1M IN TERLOCI< BREAKERS (DOUBLE

~~ THROU TRANSFER SWITCH)

1 IBO ':!... 2P

I ~L...J...6 O-L I ""- POIlER PANEL 'PP' INSIDE "PPC" (ALL

L ~ ~ BREAKERS COIolE FACTORY INSTALLED)

2' CONDUIT - '(~5~)N:2~ -======:j~.J1 """'-- POWER PROTECTlON CABINET ·PPC·+ lN6 (01'10) - 120/240V, 1 PHASE, J WIRE, 200

A"'PS ("'ANUFACTURED UNIT. UL

USTEO, #89IOEAO FRONT

SV>lTCHBOARO, AS SERVICE EN1RANCE

EQUIPMENT. U.L. FlLE j'E1B7247)

2" CONOUIT - (3)3/0 AWG+ 114 (GND)

(APPROX. ± - -FT. VD=--l':j-----

DETAIL 4PANEL SCHEDULE

PANEL SCHEDULE 'PP'1. UTILITY POINTS OF SER'v1ce: AND WORK (MATERIALS SHOWIN ARE BASED

UPON PREU"'INARY INFOR"'ATlON PROVIDED BY THE unuTY CO"'PAINIES ANDARE FOO BID PURPOSES ONLY.

2. CON1RACTOR SHAll. COORDINATE ..... TlH UTlUTY COlAPAINY FOR FlNAL ANDEXACT WORK / MATERIALS REOUIREMENTS AlND CONsmUCT TO UTlUTYCOMPANY ENGINEERING PLANS AND SPEClflCATlONS ONLY. CONmACTORSHALL FlURNISH AND INSTALL ALL CONDJIT. PULL ROPES. CABLES, PULLBOXES. CONCRETE ENCASEMENT at CONOWT (IF REQUIRED). TRANSFORMERPAD, BARRIERS, POLE RISERS. TlRENCHING. BACKFlLL, PAY ALl U11UTYCOMPANY FEES AND INCLUDE ALL REQUIRE'-IENTS IN SCOPE or WORK.

J. UTlLlTY CONTACTS FOR TlHIS PROJECT SHALL ElE AS FOLLOWS:

~=~~~SOU~THE~RN~CAU~FOR~NIA~EOIS~ON~=~VER~IZON~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~dJIL'-;H£ET_NEu_t.l8ER .._.~_IRE',\SlON,~"=11CONTACT: BOEl PATTERSON (909} 307-6789 CONTACT, OHUCK FREEt.<AN (714)666-5761 NEW WEATHERHEAD

ANO "'ETERDETAIL 5 DETAIL 2

UTILITY GENERAL NOTES ELECTRICAL SiTE PLANSCAUE, 1/16"=1'0"

•• Sprint

5 08/11/05 ISSUED FOR JLJPERI.lIT

• 07/18/05 ISSUED FOR NUTIUTY COMMENTS, 04/21/05 ISSUEO FOR Neo'2 04/01/05 ISSUEO FOR NEPERUIT

1 09/21/0. ~SP~~I~ FOR PHS PREP...REO BY

ST, MATTHEWS CHURCHLA60XC506-D1070 UNDEN AVE.

GLENDALE, CA 91201LOS ANGELES COUNTY

6580 SPRINT PARKWAYOVERLAND PARK, KANSAS 66251

iii.BLACK & VEATCH

CORPORATION11401 U.lolAR

O\oERlANO PARl<. KANSAS 66211(913) 498-2000

?\\ifESS/~~~S R. SC-'i~_

R;i <fi '11',,~1>.<j r'

* E-1\5~;~ ~

~03 i'u

!i ~7i:;~~~c~It OF CAU\IJ'"

~,

GROUND LAYOUT.NOTES, SYSTEM SCHEMATIC

& CONDUIT ROUTING

RRENT ISSIJE o...TE:

III 08/11/05

SSlJUI FOR'

JI PERMIT

E1h=...lE SOllPTlON

...... BY

(EJDE

/

GROllNDING NOIFS

1. INSTALLAllON REQUIREMENTS AND CONSTRUCTlON ACCOROINGTO SlTE CONDITIONS.2. ALL GROUNOING CONOUCTORS: 1/2 AWG SOUD BARE TINNEDCOPPER 'MRE UNLESS OTHER'MSE NOIFD.J. GROUND BAR LOCATEO IN BASE OF EQUIPMENT 'MLL BEPROVIOED, FURNISHED AND INSTAlLED 8'1' THE ve:NOOR.•. ALL BELOW GRADE CONNECTIONS: EXOTHERI.lIC WELD nF'E.ABO\lE GRADE CONNECTIONS: EXOTHERI.lIC WELD nF'E5. EXTERIOR GROUNDING CONDUCTORS: BURIED TO A I.lINI~U~

DEPTH OF ,'-s" BELOW FINISHED GRADE TO ALLOW FORFUTlJRE CONSTRUCTION.S. INSTALL GROUND CONDUCTORS AND GROUND ROO MINI~Ut.!

OF 1'-0" FROI.l EQUIPI.lENT CONCRETE SLAB, SPREAD FOOTING.OR FENCE.7. EXOTHERMIC WELD GROUND CONNECTlON TO FENCE POST:TREAT \11TH A COLD GALVANIZED SPRAY.B. GROUND BARS:A. EQUIPMENT GROUND BUS BAR (EGS) LOCATED AT BOITQM OFANTENNA POLE!I.lAST FOR MAKING GROUNDING JUMPERCONNECTIONS TO COAX FEEDER CABLES SHALL BE FURNISHEOAND INSTAll.ED BY ELECTRICAL CONTRACTOR. ,JJMPERS(FURNISHED BY O~ERS) SHALl BE INSTALLED AND CONNECIFDBY ELECTRICAL CONTRACTOR.a. MAJN GROUNO BUS BAR (I.lGS) LOCATED NEAR THE BASE OFTHE RADIO EQUIPMENT CABINET{S) SHALL BE FURNISHED ANDINSTALLED BY ELECTRICAL CONTRACTOR.9. ALl GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADEBY ELECTRICAL CONTRACTOR.

_~----.£ooADWELD CONNECTION EB

r-----~. TIN SOUD BWCEQUIPMENT GROUND RING

VICE

SEE GROUNDING PLAN FOR

,---------"pc TEL£PHON[

,--------·TELCO SURCE PROTECTOR

r---~--~PC ELEe. wiD0lJ8LE THROWTRANSFER S..... TCH

A /

2. SEE GROUND NOTES fOIl ADOmONAL INFOO"lATlON.

J. COAX GROUND KIT, IodGB AND AGB iodUST HAIlE iodiN. 25' SEPARATION.

'"'"'"1. ~IS IS A OIAGRAl.!'-IATlC REPRESENTATION ONLYSITE-SPECIFIC GROUNDING LAYOUT AND COMPONENTS

\

AWGjj8

,II ~I=-.-~c-lo f-- -

:R\Lf----

, I '

I\~ill~~L:__~ l'

G6 ~J 1I4"A4":><6·

AWG sew TO GROUNDING ELECTRODE SYSTEM

AWG INSULATED IN ORDER OF PREFERENCE' ~4/0 IN

~ NEW GROUND ROD

'V

[j

CABLE TRAY

'~~~GROUND."GKIT. TYP

'"

2/0 AWC GROUND 'MREFOR SUPPLE~ENTARY

GROUNDING -------.J

DETAil 3GROUNDING SYSTn4 SCHEMATIC

NO SCALE

[j U>6#5

r ~OAXIAl CA8LEI PER PLAN, TYP r

,---GPs ANTENNA

­o

G 1H---S

-'o ,

,4/0 AWG GREENINSULATED TO COLDWATER ~AIN

,~

#2 AWC GREEN~INSULATED BONOSTRAP 0 JOINT,m>.

ANTENNAS PER PLAN, TYP(QUANTITY & CONFIGURATIONVARIES)

"-</0

IN NO CONDUIT

iN PVC CONDUIT

,,,

IN RGS CONDUIT wiGROUNDING BUSHINGON EACH END

ooo

69 2" STUB-UPEJ CONDUIT FOR

POWER CABINET

692. PVC FOR

9 PO~R W/(5)#2+(1),f6

E3 GND IN JOINTUTlUTY TRENCH

---

DETAIL 4CONDUIT STUB UP

SCALE: J/8" "0'

DETAil 2GROUNDING LAYOUT

SCALE: J/8'~1'0'

DETAIL 1METER AND WEATHERHEAD GROUNDING

NO SCALE

I E2

DETAIL 1MAIN GRQUND BAR (24")

NO SCALE

1070 UNDEN A Vf..GLENOALE. CA 91201

LOS ANGELES COUNTY

6580 SPRINT PARKWAYOVERLAND PARK, KANSAS 66251

~:~Sprint

Sr. MATTHEWS CHURCHLA60XC506·D

"O&;T INH,RMAl1OH

~REN.T ISSUE DATE:

III 08J11105

SSUED Fc.o:

JI PERMIT

<V::=JA=ESClOPl1OH'

o 0o 0

'" 0JOi ...

'" '"

aaaN

'"

TO BURNED........__-" GROUND RING

c 0 LJ ~

o 0 0 0000 0~ r..:: aj g)

a a 0 00 a 0 a0 0 0 aN ..; .. .0-

a 0 0 a a g g8 :5 :5 g gooti-"i <ri r' (Ij a; ci

a ag ~d 0

t.lANUFAC11URER, HARGER

oNO SCALE

#2 SOliD SOFT DRAWiNCQPPER CQNQUCTOR

VSCITV3C CAOWELOCONNEC110N FOR 1 1/4"-4­• STEEL PIPE Wln1 C45WELD I.lETAL

#4/0 STRANDED BARESOFT DRAWI'l COPPERCONOUCTOR

VSC20V3C CADWELDCONNEC110N FOR 2--4"<'STEEL PIPE WlnJ ClIS 'IlELDMETAL.---__

DETAIL 5CADWELD TQ SIL. COL.

NO SCALE

CABLE GROUND KIT

IJ6 Awe STRANDEDINSULATED COPPERGROUND WIRE

5 08/11/05ISSUEO FOR JLJPERMIT

4 07/18/05 ISSUED FORunuTY CO!.l MEN TS

J 04/21/05ISSUED FORpec

2 04/01/05ISSUED FOR NEPERMIT

09/21/04ISSUED FOR PHPERMIT

LANs PREPJ,~ BY

aBLACK & VEATCH

CORPORATION114m LJJIIIAR

O~D _ARlC, KANSAS 66211(9n) 4_2000

ONsULlANT

DOUBLE HOLE LM;TO BUS BAR

REVISION:

HK: AP

ELECTRICAL DETAIL

E3

"AI\N BY'

I NJDE

COiSU"(,

IDETAIL 3SECTOR GROUND BAR

NO SCALE

O' [0.000) ----lH----hI---+--I--l-l--H19/J2' [O.594)---+-HDI

1-13/J2" [1.4*) ----,hI--+-f,)12" [2.000] -----f+H2:J2-19/J2- [2.594] -"d-f--(,)J-1J!J2" [3.4(6) --f----£)4" [4.000) ----I"------r'------I--+-------'

25'-0" TAIL

MANUFAC11URER, HARGER

NO. WilKTl WALL BRACKET

NO. R41S0M INSULATOR

DETAIL 4CADWELDNO SCALE

#2 sauD SOI'T- DRAWNBARE COPPER CONDUCTOR ---_-...1.GTC-161T CAD'IlELDCONNEC110N II'InJ C150WELD t.lETAl---~

*5810. 5/8- X 10' COPPERCLAD GROUND ROO -----

SSCI T CADWELD !.lOLD II'ITHCJ2 WELD METAL~__

*2 SOUD SOFT- DRAI'rfoIBARE COPPER CONQUCTOR

PCCI T1 T CADYIELD t.AOLOWITH C45 WElD t.AETAL

~2 SaUD SOFT- ORAWI'lBARE COPPER CONDUCTOR

GREENJUt.APER (ASREQUIRED)

ARCER STRAP TYPEPIPE CLAt.AP 231-X(CONTRACTOR TOFIELD VERIFY PIPEWlDTli BEFOREORDERING)

DETAIL 6COAX CABLE GROUNOING

NO SCALE

DETAIL 7GND LEAD TO WATER PIPE

NO SCALE

WATER t.AETER

!Je IFed

ELECTRICAL NOTES

1070 UNDEN A'IE.

GLENDALE, eA 91201

LOS ANGELES COUNTY

..=§~_:wSprint5580 SPRINT PARKWAY

OVERLAND PARK, KANSAS 66251

ST. MATTHEWS CHURCHLA60XC506·D

Ro.I;:CT lNFORI.liA1100

5 08/11/05 ISSUED FOR JLJPERIAIT

4 07/1 a/os ISSUED FOR NU11L1 TY COMMEN TS

3 04/21/05 ISSUED FOR N~PCC

2 04/01/05ISSUED FOR NEPERt.lIT

I 09/21/04ISSUED FOR PHPERMIT

l.A/'!S PREPAREO 6V

IR.BLACK & VEATCH

CORPORATIONI1oWl LAMAR

OVERLAND PARK, KANSAS S621'(0\3) 458-2000

;oNSULTANT

RRENT ISSO, O~TE,

11I 08/11/05

;=>SS\JW FeR

JI PERMIT

EV:::::DATE:====::DESCRIPl1(t.1"

;HEET nn.r,

I NJDE

=iJCEJ<SURE,

I E4

\\ITH AMP FRAIAE OVER AMP

TEST WELL

GROUND

EMERGENCY GENERATOR

GROLND ROO

Xl T GROU NO ROO

DISCONNECT S\\!TCI-l

WEATHER PROOF. DUPLEX RECEPTAOLE OUT&ETWl11-I GROUND FAULT CIRCUIT INTERRUPTER

MECHANICAl CONNECllON

CAD WELD CONNECTICiI'I

JUNCTION BOX

E-MON, O-IAON

TR"""SFORMER

UTlUTY t.lETER

DISCONNECT SWITCH \\ITH FLSE AS NOTlED

ABBREVIATIONS"AMPS·

ABOVE FINISHED FLOOR

ANTlENNA GROUND BUS BAR

·AMPERES INJrRRUPTING CAPACITY'

·CONDUlr. \\ITH (1)PUU STRING IN EACHCONDUCTORS AS REQUIRED BY DRAWNGS OROR SPEC! riCATl ON S

·CONOUIT ONLY". PR0li10E !AlN, Et.lPTY CONDUIT

EXTERNAl GROUND RING

ENIi1RONMENTAL CONTROL PANEL

GROUND

"KILOVOLT - AMPERES·

"KILOWATT'

MAIN GROUNO BUS BAR

MAIN SERVlCE S'MTCHBOARO

MANUAL TRANSFER S'MTCH

"ON CENTER"

SECTOR GROUND BUS BAR

UNLESS NOTlED OTHER\\I5E

"VOLTS"

WEATHERPROOF. NEMA 3R

t.lANUAL MOTOR STARTlER \\!iH TlHERMALO\IERLOAO PROJrCTlON

A

!Iff

AGB

AlC

C,

e.0,

EGIl

ECPGNDKVA

KW

101GB

IoISlI

IoITS

O,C,

seaUNO

V

'lIP

S'"

••IE-OJ@(1)~

I) XXX CIRCUIT BREAKERXi<X TRrP

I

@~~

=Qwp

8©I~--""IXXX FLsED OISCONNECT S\\ITCI-l. WllH S\\ITCH SIZE

L.l.......I.r • XXX OVER FUSE SIZE

1\ °1'MTS' MANUAL TRANSFER S\\ITCH

1\ °j'ATS' AUTOMATlC llRANSFER S\\ITCH

3/4" SANDED AND P,.,.NTED COX PLYWOOD,= TlELEPHONE TERMIN"'L 6"'CKBOARO "rn".

(UNUESS NOTED OTHER\\I5E)

---E--- ELECmlCAL CONDUIT RUN \\ITlH PUU SmlNG INPLACE

CONDUIT RUN CONCEALED "'BDVE CEIUNG ORWAUS

------- CONDUIT RUN CONCEALED BELOW FLOOR ORGRADE

CONOUI T RUN EXPOSED

CONDUIT STuBBED OUT AND CAPPED

HOME RUN, 3/""C-2112&;1 *12 GND

PORTABLE GENERATOR RECEPTACLE

---A--- COAXIAL CASLE

GROUND CONDUCTOR

---G--- GROUND WIRE

---T--- TlELCO CONDUIT RUN \\!TlH PUU SllRlNG IN PLACE

31, TlHE CONTlRACTOR SH"'LL STuDY THE ELECTRICAL PLANS AND CROSS CHECK mEIR DETAILS. NOTlES. DIMENSIONS, AND AUREOUIREMENTS PRIOR TO TlHE START or ANY WORK.

32. TlHE CONTlRACTOR SHALL BE RESPCiI'ISJBLE FOR THE COt.lPLEJr SECURITY OF THE PROJECT AND SITlE 'M-1ILE 11-IE WORK IS INPROGRESS UNTlL mE JOB IS COMPLETE.

33, TlHE CON11RACTOR HAS TlHE RESPONSIBILJn' OF LOCATING AU EXISTlNG UTILITIES ~ETHER OR NOT SHOv.N ON lHE PLANS,AND TO PROTECT THEM FROM DAMAGE. THE CCiI'I TRAC TOR. OR sueCONT11ACTOR AS SPECIFIED IN mE AGREEIIlENT 8ET\\IEENSUBCONTlRACTQR AND CONTRACTOR. SHALL BEAR TlHE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTlUllES OR OTlHERPROPERTY DAMAGE BY OPERATlONS IN CONJUNCTION \\!TlH ruE EXECUTION OF THE WORK,

34. TlHE GOVERNING AGENCIES. COOE AUlHORITIES, AND BUILDING INSPECTORS SHAU PROVIDE llHE t.lINIMUM STANDARDS FORCONSTRUCTlON TECHNIOUES, MATERIALS, AND FINISHES USED THROOGHOUT TlHE PROJECT, TRADE STANDARDS """D/ORPUBLISHED MANUFACTURERS SPECIFICATlONS MEETING OR EXCE<:DING DESIGN REQUIREMENTS SHAU BE USED FORINSTALLAl1ON.

36. OWNER. CON TlRACTOR. AND BLACK &; IlEATCH SHAU MEET X1INTLY TO IlERIFY AU DRAWINGS AND SPECIFICATlONS PRIOR TOTlHE START OF CONS11RUCTlON,

37. PRIOR TO TlHE POURING OF ANY NEW SLAB OIlER AN EXISTING SLAB THE CON11RACTOR SHALL VERIFY LOCATIONS Or ALLOPENINGS, CHASES, AND EOUIPMENT ~ICH ARE TO BE IMPLEMENTED INTO TlHE NEW WORK. All IJrMS DESIGNATED TO BEAB"""DONED SHAU BE NOJrD """0 DISCUSSED WlTlH THE OWNER AND BLACK &; IlEATCH AS PART OF THE AS-BUILTDRA'MNG PACKAGE,

3B. "'U CONSTRUCTlON THROUGHOUT TlHE PROJECT SHALL CONFORM TO llT&E 24 OF THE CALIFORNIA COOE OF REGUL"'TlONS.

39, TlHE REfERENCES CiI'I THE DRAWINGS ARE fOR CONVENIENCE ONLY AND SHAlL ~OT UMIT THE APPLICATION OF ANY DRAWINGOR DETAIL.

40. TlHE GENERAL CONTRACTOR SHALL BE RESPONSI8LE FOR AND SHAUL REMEDY AU fAULTY, INFERIOR, AND/OR IIAPROPERMATERIALS. DAMAGED GOOllS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR "'rTlER THE PROJECT IS CO!ooIPETE ANDACCEPTED UNDER lHlS CONTRACT; UNLESS NOTlEO OTHER\\!SE I~ mE CO~llRACT BETWEEN THE OWINER AND THECONlRACTOR.

41. THE CONTlRACTOR SHALL PRDIi1DE ADEQUATE PROJrCTICiI'I fOR THE SAFETY OF THE OWINER'S EMPLOYEES, WORKMEN, ANDAU TIMES DURING THE CONSllRUCTlON OF mE PRO..£CT,

42, TlHE CONTlRACTOR SHAlL BE REQUIRED TO PAY FOR AU NECESSARY PERMITS AND/OR FEES WllH RESPECT TO THE WORK TOCOMPLETE THE PROJECT. BUILDING PERMIT APPUCATlONS SlHAU BE flUED BY lHE OWNER OR HIS REPRESENTATIIIE.CON11RACTOR SHAU OBTAIN PERMIT AND MAKE FINAL PAYl.lENT fOR S"'IO DOCUt.lENT,

2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHAU INSTALL CONDUITS SO mAT ACCESS TO EOUIPt.lENT IS NOT BLOCKED.

3. ~RING, RACEWAY AND SUPPORT t.lEllWDS AND t.lATERIALS SHAU COt.lPLY \liTH lHE REQUIREt.lENTS OF 11-IE NEC AND TELCOROIA

4. AU CIRCUiTS SHAU BE SEGREGATED AND t.lAINTAIN t.lINIt.lUt.l CABLE SEPARATlON AS REQUIRED BY THE NEC AND JrLCORDIA,

5. CABLES SHAU NOT BE ROUTED THROUGH LADOER-Snu: CABLE TRAY RUNGS.

S. EACH END OF EVERY POWEJl, POWER PHASE CONQ1JCTOR (I.E., HOTS). CROUNDING. AND Tl CONDUCTOR AND CABLE SHAU BE LABELED\\I"T}{ COLOR-CooEO INSULATION OR ELEcmlCAL TAPE (3M BRAND. t /2 INCH PLASTlC ELECTRICAl TAPE ~TlH UV PROTECTION. OREQUAL). lHE 10ENTIflCATlON t.lElHOO SHALL CONFORt.l \\ITlH NEC &; OSH"'.

1. AU ELECTRICAL WORK SHAU BE PERFORMED IN ACCOROANC( \lIlH THE PROJECT SPECIFICATIONS. NEC AND ALL APPLICABLE LOCALCODES.

7. AU ELEC11RICAL COt.lPCiI'IENTS SHALL BE CLEARLY LABELED WllH ENGRAIlED LAMACOIO PLASTIC LABELS, AUL EOUIPMENT SHAU BELABELED WITH lHBR VOLTAGE RATlNG, PHASE CONFlGUR"'TION, \\IRE CONI'1GURATlON. POWER OR AJ.IPACITY RATlNG, AND BRANCH CIRCUIT 35. DRA'MNGS "'RE NOT TO BE SCALED UNDER "'NY CIRCLMSTANCE, BLACK <II: VEATCH IS NOT RESPONSIBLE FOR ANY ERRORS10 NUMBERS (I.E., PANELBOARO """0 CIRCUIT 10'S), RESUL TING FROt.l lHlS PRACTlCE, ~ITJrN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS.

8. P"'NELBOAROS (10 NUMBERS) """0 INJrRNAL ClRCUIT BREAKERS (CIRCUIT 10 NUMBERS) SHALL BE CLE"'RLY L"'BELED \\ITlH ENGRAVEDLAMACOID PLASTlC LABElS.

9. ALL l1E WRAPS SIMU BE CUT flUSH WllH "'PPROIlED CUTTING TOOL TO REMOIIE SHARP EOGES.

10, POWER, CON11ROL. AND EOUIPt.lENT GROUND ~RING IN TUBING OR CONDUIT SHAU BE SINGLE CONDUCTOR (Na AWG OR L"'RGER), 600 v.OIL RESIST"'NT TlHHN OR lHWN-2, CLASS B S11RANOED COPPER CABLE RAJrO FOR 90 ·c (WET AND DRY) OPERATION; L1SJrD ORLABELED FOR TlHE LOCATlCil'l AND RACEWAY SYSTEM USED. UNLESS OTHER'MSE SPEClflED.

11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCAJrD INDOORS SHAU BE SINGLE CONDUCTOR (16 AWiO OR LARGER), 600 V. OILRESISTANT TlHHN OR THWIN-2 GREEN INSlJLATlON. CLASS B SllRANOED COPPER CABLE RATED FOR 90 1: (WET AND DRY) OPERATlON;LISTED OR LABELED FOR mE LOCAnON AND RACEWAY SYSJrt.l USED, UNLESS OTHER\\ISE SPEClflED,

12, PO\\£R AND CONllROL \\IRING, NOT IN TUBING OR CONDUIT, SHAU BE MULTl-CONDUCTOR. TYPE TC CABLE (114 AW(; OR LARGER), 500V, OIL RESISTANT llHHN OR TlHWN-2, CLASS B SllRANOED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATlON; 'I>lm OUTERJACKET; L1STlED OR LABELED FOR THE LOCATION USED. UNLESS OTHER'I>lSIE SPECIFIED,

13. AU POWER AND GROUNDING CCiI'INECTIONS SHAU BE CRIMP-SnLE, COt.lPRESSION WIRE LUGS AND WlRENUTS BY lHOt.lAS AND BETTS(OR EQUAL). LUGS AND WlRENUTS SHALL BE R"'JrO rOR OPERA1l0N AT NO lESS lHAN 75'C (90'0 IF" AVAILABLE).

14. RACEWAY AND CABLE llR"'Y SHALL BE USTED OR LABELED FOR ELECllRlCAL USE IN ACCORDANCE \\ITH NEMA. UL, ANSlIIEEE, AND NEC.

15. ELECTRICAL METAUIC TUBING (EMT) OR RIGO NONMETALIJC CONDUIT (I.E., RIGID PVC SCHEOUlE 40, OR RIGID PVC SCHEOULE 80 FORLOCATlONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS,

15, ELECTRICAL ....(TAWC TUBING (EMT), ELECllRlCAL NONt.lETALUC TlUBING (ENT}, OR RIGID NONMETALLIC CONDUIT (RIGIO PVC, SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATlONS.

17, GALVANIZED STlEEL INJrRMEOIAJr METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATlONS ABOVE GRADE,

18. RIGID NONMETALLIC CONDUIT (I,E., RIGID PVC SCHEDULE 40 OR RIQD PVC SCHEDULE BO) SHALL BE lISEO UNDERGROUND: DIRECT BURIED.IN AREAS OF OCCASIONAL UGHT IlEHICLE TRAFflC OR ENCASED IN REINFORCED CONCRETlE iN AREAS OF HEAVY VEHICLE TRAFflC,

19. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TlTlE FLEX) SHAU BE USEO INDOORS AND OUroOORS, \!HERE VlBR"'TlON OCCURS ORFLEi<1BIUTY IS NEEDED.

20. CONDUIT AND 1\JBING F1TTlNGS SHALL BE TlHREAOEO OR CoMPRESSION-T'tt'E AND APPROVED FOR THE LOCATlON USEO, SETSCREWFiTTINGS ARE NOT ACCEPTABLE,

21. CABINETS, BOXES, AND WlREWAYS SHALL BE LISTED OR LABELED FOR ELECllRlCAL USE IN ACCOROANa:: 'MTH NEMA. Ul. ANSI/lEEE. ANDNEC.

22. 'MREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO S'MNG OPEN DOWINWARD; SHALL BE CONDUITTYl'E E (OR EDUAl); """0 RATED NEMA 1 (OR BEITER) INDOORS. OR NEMA :lR (OR BEmR) OU1'OOORS,

23, EOUIPMENT CABINETS. TlERMINAL BOXES, JUNCTlON BOXES, """0 PUU BOXES SHAUL BE GALVANIZED OR EPOXY-COATED SHEET STlEEL.SHAU MEET OR EXCEED UL SO, AND RATED NEMA 1 (OR BETTER) INDOORS, OR N£MA 3R (OR BETTER) OUlOooRS

24. METAl RECEPTACLE, SWITCH. AND OEVlCE BOXES SHALL BE GALVANIZEO. EPOXY-COAJrO, OR NON-CORRODING; SHALL MEET OR EXCEEDUL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS. OR WEATlHER PROTECTlED (WI' OR BEITER) OUTDOORS.

25. NONM(TAWC RECEPTACLE, S\\ITCH, """0 DE"CE BOXES SHAU MEET OR EXCEED NEMA OS Z; AND RATED NEt.lA 1 (OR BETTER)INDOORS, OR WEATlHER PROTECTEO (\\I' OR BETn:R) OUTDOORS.

26. lHE SUBCONTRACTOR SHALL NOTlFY AND OBTAIN NECESSARY AU11-I0RIZATlON rnot.l Tl;E CON'lRACTOR BEFORE COMMENCING WORK ONTlHE AC POWIER DIS'lRIBUTlON PANELS.

27. THE SUBCONllRACTOR SHAU PROVIDE NECESSARY TAGGING ON THE BREAKERS. CABLES AND DISmlBUTlON PANELS IN ACCORDANCE \\ITHTlHE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY.

28. THE CONTlRACTQR SHAU NOTlFY BLACK &; IlEATCH or ANY ERRORS. OMISSIONS, OR INCONSISTENOES AS TlHEY MAY BE DISCOVERED INPLANS, DOCUMENTS, NOTES, OR S?ECII1CA TlONS PRIOR TO STARTING CDNSTlRUCTlON INCLUDING, BUT NOT lIMITlED BY. OEt.lOUTION. mECONmACTOR SHALL BE RESPONSIBLE FOR CORRECTING """Y ERROR, OMISSION, OR INCONSISTENCY AFTlER TlHE START OF CONSTlRUCTION~ICH HAS NOT BEEN BROUGl-iT TO THE ATTENTlON OF BLACK'" VEATCH AND SHALL INCUR ANY EXPENSES TO RECTIFY TlHE SlTUA1l0N,TlHE MEANS OF CORRECTlNG ANY ERROR SHALL FlRST BE ",PPROVED BY BLACK '" VEATCH.

29, THE CONTlRACTOR SHAU flELD VERIFY AU EXISl1NC CONDITIONS PRIOR TO THE START OF AN Y WORK. DISCREPANCIES W1U BEREPORTED IMMEDIATELY TO BLACK &; VEATCH, THE CONTRACTOR SHALL BE RESPONSIBLE F"OR AU WORK AND MATERIALS INCLUDINGTHOSE FURNISHED BY THE SUBCCN11RACTOR(S),

30, A COPY OF" GOVERNING AGENCY APPROVED PL,o,NS SHALL BE KEPT IN A PLACE SPEClflEO BY THE GOVERNING AGENCY, AND BY LAW,SHAU BE AVAILABLE FOR INSPECTlON AT ALL TlMES. TlHE PLANS ARE NOT TO BE USED BY TlHE WORKMEN, ALL CONSTRUCllON SETSSHAll REFLECT THE SAt.lE INFORMATlCil'l AS GOVERNING AGENCY APPROVED PLANS, THE CON11RACTOR SHAU ALSO MAINTAIN ONE SETOF PLANS. IN GOOD CONDITION, COt.lPLETE WlTlH ALL REVlSlONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TlMESUNDER TlHE DIRECT CARE OF THE SUPERINTENDENT. lHE CONTRACTOR SHAU SUPPLY BLACK & VEATCH WlTlH A copy OF AURE"S10NS. ADDENDA. AND/OR CH"""GE ORDERS AT lHE CONCLUSION OF lHE WORK "'S A PART OF THE AS-BUILT DRA\\ING RECORDS,

IIJ

RE.VISION~

J Fe ~

PERMIT

LANDSCAPE &IRRIGATION PLAN

1070 LINOEN AVE.GLENDALE. CA 91201

LOS ANGELES COUNTY

o.SLACK & VEATCH

CORPORATION1H01~

OVERLAND PARK. KN<SA$ 66211(to 3) .58-2000

6560 SPRINT PARKWAYOVERlJINO PARK, KANSAS 66251

..:::§-..-.~:~Sprint

ST. MATTHEWS CHURCHLA60XC506~D

HAWN BY:

ROJECT INFORW.T1ON,

NJDE

UCENSURE,

CONSULTANT:

I L1

r~REV:=c••:rt,=ESCR<PTlON.

<o

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GLENOAKS BLVD.

DETAIL 1 ILANDSCAPE " IRRIGATION PI AN

NO SCALE I

I III 'li

,......-EXISTINC 41\' HICHI.lONU"'ENT SleN/ STEEPLE

r----EXISTINC aRIC~SURFACE. TYP.)

/

'----- III

II

I

II

II

I

I

I

I

II

I

I

II

II

II

II

I

jI

II

II

I

FC IJ>W-=CtlK

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LANDSCAPE NOTES

& DETAILS

1070 LINDEN AVE.

GLENDAlE, Ci\ 9 1201

lOS ANGElES COUNTY

lEI.BLACK & VEATCH

CORPORAnON11 401 LNolAR

O\IIJlW<D ~ARK, KNtSo\S 66211(913) ~-2000

~·~"Snrint'.. '1"

6580 SPRINT PARKWAYOVERLAND PARK, KANSAS 66251

ST. MATTHEWS CHURCHLA60XC506-D

5 08/11/05ISSUED FOR JLJPERMIT

4 07/18/05ISSUED fOR KN<UTlUTY eOMlAENTS

3 04/21/05ISSUED FOR KNpee

2 04/01/05ISSUED FOR NEPERMIT

1 09/21/04 ISSUED FOR PHPERMIT

F'tANS PREPARED BY:

....... BY

NJOE

JCelSuRE,

:.oNSULTANT

:;uRRENT ISSUE OATE

III 08/11/05

:=ssuro FOR

JI PERMIT

TE:=ESCIltFllON:

CHAl.lfER

I..

DETAIL 3DRIP HEAD

NO SGA.LE

DETAIL 1PLANTER CONCRETE CURe

NO SCALE

TEE

DETAIL 2AUTOMATIC VALVE

NO SCALE

\\ ADJUST DRIP HEAD TO WATER AT AI) RATE Of .2 GAlLONS PER ,"INU11E.

PRECAST CONCRE11ECURB

'"'' >< ..."\

flNISH GRACE 1" BELOW VALVlEBOX TOP IN LAWN, AND Z' IN

['.. SHRUB AREAS

r<-------VALVlE BOXt'il1io.":.....-=--+-tc'----·PEN_TI11E· WIRE

bt:::=>~~~~01r):::-:-...lGl~~~/~_ CONNECTORS

!81~, ~ flOW CONTROL

:'/~:""/;;; /~ ::PVC w.JN (ClASS 315 W/18" COVlER)

DETAIL 4CUr.4BING VINES

NO SCALE

PROPOSED VINE PER PLAN \: V'7/;V;(1.l1N (6) TIES PER PLANT) V /RElAOVE STAKES~ \:: / /

~"~V'OO'~~"~GROUND \: ~COVERINC iVY:~ ~PROPOSED ~ / /GROUND BORDER 'J / / /:PROPOSEOAND STAJo:ES -' / / CONCRETE SLAB

ffiZii~ ...2~~ .../._.-"----"-"-.-~_____l.~[~~< .•r~~. '

lYPlCALDRIP HEAD

DETAIL 5IRRIGATION SPECIFICATIONS

MATERIALS

1. ALL LATERAL UNES ARE SCH. 402. ---NA

3. ---NA4. AlL DIRECT BURIAL CONTROL WIRE SHAll BE 24V. SINGLE CONDUCTOR

SOLID COPPER. U.L APPROVED. 14 GA. ~IN. PILOT WlRE PER MAKERSRECOMI.IENDATIONS • 12 Gil. MIN FOR ca"ll.lON GROUND WIRE.

iNSTALLATION

1. PLANS ARE DIACRAJ.4I.1ATIC. ALL UNES SHIALL BE IN PlANTING AREAS~ENEV1ER POSSIBlIE.

2. ---NA3. ---NA

4. MAiNUNE INSTALLATiON SHAlL BE AS fOllLOWS,5. LATERAL UNES SHALL BE flUSHED PRIOR TO INSTAllATION Of HEADS.

SCQPE OF WORK

TESTING

1. SHOW OWNER SYSTEM WORKS AND CLOCK CONnROLS $YS.

2. THE ABOVE TESTING SHAlL BE COMPlETlE PRIOR TO PLANTING Of AUlANOSCAPE

CODES

I. AlL INSTAl..J.AI10J< AND MA11ERIALS SHALL BE AS PER lOCAL CODESAND ORDINANCES. PLANS AND SPECIFlCATIONS SHAlL NOT BE

CONSTRUED AS W!lMNG ANY SUCH REQUIREMENTS.

COVERAGE TEST

I. WHEN THE SPRJNKLER SYSTEI.I IS COI.lPlETED. THE CONTRACTOR SHAUPERFORM A COV£RAGE TEST IN THE PRESENCE OF THE OWNER TODETERI.IINE IF lllE COVERAGE IS COMPlETlE AND ADEQUATE.

2. CONTRACTOR SHALL MAKE AlL NECESSARY AOoJUSTI.lENTS TO THE SAflS­FACTION OF THE OWNER AND PRIOR TO FlNAL!ZING THE PROJECT.

GUARAN11£E

1. THE CONTRACTOR SHAlL GUARANTEE SYSnEl.I AGAINST DEFECTIV£INSTALl.ATION FOR A PERIOD OF 12 "lONTIHS. AND AGAINST DEFECTI.IATERIALS FOR A PERIOD OF ONE YEAR . PARTS ONLY. DURING THiS

TIME REPAIRS AND/OR REPLACEI.IENTS SHAlL BE t.l.AOE BY THECONTRACTOR AT NO ADDmONAL COST TO THE OWNER.

2. CONTRACTOR SHALl fURNISH THE OWNER WI11-l THE mUOWlNG:A. I.lANUIAL VALVE KEYS PER EACH CONnROUERSB. OPERATION MANUAlS FOR AUTOI.IAI1C CONTROLLERS AND VALVES

DRAWINGS AND VERIFICATION OF DIMENSIONS

1, AlL IRRIGATION SHAlL 8E IN ACCORDANCE WITH PLANS AND SPECS.

2. THE CONTRACTOR SHAll CHECK AND VERiEr AlL DIMENSIONS INDICATEDON THE PLOT PLAN. THE CONTRACTOR SHAU ACKNOWLEDGE YHAY HEHAS VERIFIED ALl DIMENSIONS AND SHALL INOICA11£ AU DISCRE­PANCIES IN PLOT PlAN, iF ANY. I>Nf INDICATED DISCREPANCIESI'IlU 8E CHECKED It.!MEDlA11ELY BY lJ-jE OWNER BY IN FIELD MEASURE­MENTS AND IF ANY DISCREPANCY BE FOUND, THE QWNER WllIL AUTHORIZEIN WRmNG AlL NECESSARY ,>DDmONS OR DELETIONS. IF N-f'(.

3. IF lJ-jE CONTRACTOR SHOULD Fl>Jl TO NOTIEr THE OWNER. HE SHALL,IN AlL EVENTS. SUPPLY ALL rrws INDICATED BY THE PLOT PLANWITilOUT RIGHT TO COMPENSATION fOR I>Nf NECESSARY ,>DDITIONS.

1. CONTRACYOR SHALl. PROVIDE ALL MATERIALS.lA6OR. ETC.. TO COMPlETlETHE PROJECT' PER PLAN "

2. CONTRACTOR SHALl. CONFIRM WATER PRESSURE PRIOR TO INSYALlATION.aJolD REQUEST PlAN Cf-W<GES, IF NECESSARY TO PROVIDE 100" COVERAT I.IAXII.lUM EFF1CIENCY.

J. CONTRACTOR SHALl OBTAIN AND PAY FOR AU NECESSARY PERMITS.

DETAIL 6ATMOSPHERIC VACUUM BREAKER

NO SCALE

FEBCO MODEL 710A/715

®IE:UNIT CANNOT HAVE !oN'!SHUT-Off DOWN STREAMOF Ave

1t' MIN. ABOVE

\ inl. '\ HIGHEST HEAD

II' ~~~~~~ ~ ~ j~'III""'oI/"'IiV'/1I11

=C~ nn-:-:--tr---Ifll----, ---

lO'lN UNE IS PVC, CLll5 Ill' UNllER PA~NG IN Sl£E'irS2 TI~E5 OIA OF Pl'E

LATERAL UNE 50'1. 4(1 SIZE AS SHOWN 1t' BELOW GRADE

H 13 UN< SIZE GATE Vlt.!/E IN PVC BO~

MOUNT ClOCK IN RAIN BIRD PEDESTAL.PED-DoI6. 4 STATION CONTROL CLOCKESP SERIES~OUTDOOR TYPE

DRIP HEArl (2) .2 GPI.I FOR TREES.(1) .1 GPI.I FOR SHRUBS

XERI-BIRD 8 I.lULn-OUTlET, MOUNT4"ABOVlE GRADE 1'1/ ONE 10GMH EMlnEREACH SHRUB. ONE EVERY 8 HEADS

CONTROL lONE KIT ,. XCZ-l00

ATMOSPHERIC VACUUr.I BREAKER FEBCOI.IODEL 710A/715 ON EACH SYSTEII.I.

DETAIL 8IRRIGATION LEGEND

~N BIRO

FEBCO

METER

fl,ljN 8100

RAIN BIRO

o-RAINBIOO

MAl NTENANCE

1. MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE INSTAl..J.ATION ISACCEPTED BY 11-lE OWNER FOlLOWING THE WALK-11HRU.

2. MAINTENANCE PERIOD SHAU BE fOR THE fOLLOl'/lNG DURA-TION: .2ll OAYS.J. 'THE CONTRACTOR SHAlL KEEP SITE WEED FREE. CL!EAR OF DEBRIS. AND

ADJUST IRRIGATION SYSTlEM AS REQUIRED. LAWNS SHALL BE PROPERLYANO AlL CUmNGS REMOVED FROt.! SITE. DEAD FOUAGE REII.IOVEO FROMPLANTS AND STAKING 01' TREES SHAlL BE iIOJUSI1ED IF NECESSARY. ANYOWNER MUST MAINTAIN PlANTING AFTER ONE YEAR

SOIL PREPARATION

1. BACKFILL fOR ALl SHRUBS SHAlL CONSIST Of THE FOLLOWING:MATERIAL PER __ 10 CU.YD.A ON SITE SOIL------------------------ __ 6 CU.YD.B, NITROGEN STABILIZED SAWDUST-----~------- __ 4 CU.'I'D.C. 16-10-W COI.IMERCIAl FER11lIZER---------- __ 10 LaS.D. IRON SULFATE------------------------ __ 5 LBS.

SPECIAL CONDITIONSl.~--NA

2.---NA

J.~ THE OWNER SfW.L HAVE THE RIGHT TO MAKE I.lINOR CHANGES INTHE LANDSCAPE DESIGN AND INSTALlATION TO INSURE PRl\CTICAUTY AND tORAESTHETIC REASONS. AT NO ADDITIONAL COSTS.4. GBAl:!ItiG; GRADE ALl AREAS BY filliNG AND/OR REMOVING SURPLUS SOIL ASNEEDED TO ENSURE PROPER GRACED ANO DRAINAGE AS INDICA11ED ON THEPlANS. UNlIESS OTHERWISE 1'1011£0. FINISHED GRADES SHAlL BE BELOWHARDSCAPE AS FOlLOWS: 2" IN GROUND COVER. 1· IN LAWN AREAS.

CLEAN UP

1. UPON COMPLEnON OF THE WORK THE CONTRA-CTOR SHALL PROPERLYCLEAN AND nor ALL WORK AND THE SURROUNDING AREAS USED BY HII.l,AND REMOVE ANY OR ALL EXCESS I.IATERIALS. DIRT. DEBRIS FROM THESITE. OR DISPOSE OF SAIotE AS DIRECTED 8'Y OWNER OR lANDSCAPE ARCH.

DETAIL 9LANDSCAPE SPECIFICATIONS

GEN(RA.L CONDITIONS1. INITBPREIAT!ON OF PLANS ANP SpECIFlGATIONS' THE LANDscco.PE ARCHITECT WIUIN11ERPRET 11-lE MEANING OF !oN'! PART OF 11-lE PLANS AND SPECIFICATIONS i\IlOUTWHICH I>Nf lAlSUNDERSTANOING MAY ARISE. AND HIS DECISION I'/IU BE FiNAL2. LICENSE REOUIREII.IENIS· 11-lE CONTRACTOR SHALL CARRY NECESSARY CAUFORNLt.STA11E CONTRA-CTORS UCENSE OR CERTlflCATE FOR lYPE Of WORK LISTED. SUCHAS C-27.3. INSURANCE COVERAGE' THE CONTRACTOR SHAlL CARRY AlL NECESSARYCOMPENSATION ANO lJI\8lLITY INSURANCE TO COVER HIS I'/ORK"lEN AND WORK TOFUUY PR011ECT THE OWNER mol.l I>Nf POSSIBlIE SUIT OR lIEIN.4. KNOWlEDGE Of SITE' IT IS ASSU"lEO THAT THE CONTRACTOR HAS VlSFrED THESITE AND FAAIllJARIZEO HII.ISELF WITil SI11£ CONDmONS. AND SHALL VERIFIED ALLDI"lENSIONS AND 011-lER FACTORS AFFECTING THE WORK.5. INCREASED COSTS' IF EXTRA WORK OR CHANGES WIU RESULT IN ANY INCREASEDCOSTS OVER THE CONTRACT FEE. YHE OWNER SHALL SIGN THE CONTRACTORSWRITTEN REQUEST FOR SUCH ADDITIONAL FUNDS PRIOR TO ACTUAlLY DOING THEWORK.

SCOPE Of WORK

1. THE WOR~ INCLUDED IN THESE SPECIFlCA110NS SfW.L CONSIST Of AlL LABOR,TOOLS, MATERIALS. PERMITS. TAXES, AND AlL OTHER COSTS. fORESEEABLE ANOUNfORSEEABLE AT THE I1ME Of CONTRACI1NG. NECESSARY AND APPROPR"'TE FOR11-lE INSTALLA110N Of THE lANDSCAPING AS HEREIN SPECIFIED ON 11-lEACCOI.IPAfmNG ORA-WINGS.

PLANI1NG

1. CONTAINER GROWN PlANTS TO BE PlANTED IN PlANT PITS 1WO (2) TIMESWIDER THAN PLANT CONTAINER AND A DEPTH Of TWICE THE HEIGHT OFPlANT CONTftJNER . PlANT CROWN TO BE SUGHTLY HIGHER nHAN ITSNATIJRAL GROWING HEIGHT AF'TER SETTl.EMENT. (SHRUBS ONLY)

2. ALL PlANTS SHALL BE WATERED 1r.lI.lEDllITElY. BEFORE BACKFIlliNGPlANTING PITS.

J. ----PLANT PALI.lS DIRECTLY IN NATIVE SOIL wmHOUT SOIL PREP.

4. USE AGRIFORt.! 20-10-5. 21 GRAM TASLETS PER W,KERS SPECIFlCATIONS.WI11H AlL SHRUBS AND TREES. 1 PER 1 GAL 2 PER 5 GAL. J

PER 15 GAL AND 4 PER FOOT OF BOX WIDlli.

S. PROVlDE A WATERING BASIN AROUND AlL 5 GAlLON AND LARGER SIZEI.IATERIAL APPROX. AS FOlLOWS:

5 GAL-------:t DEPTH X 11/2 TIMES CONTAINER

6. SCARiEr THE SIDES OF EACH ROOT BALL PRIOR TO PLANTING IF CIRCUlARROOT BALL PRIOR TO PLANTING IF CIRCUlAR ROOT GROWTH'S EVIDENT.

IF CIRCUlAR ROOTS EXiST. PlANTS WIU BE REJECTED

1. CONTRACTOR SHAlL GlIARANTEE HEALTHY PLANT ESTABlISHI.lENT FOR APERIOD OF 12 "lONTHS AND SHALL NOT BE RESPONSIBLE FOR DA'-lAGE

DUE TO E~EME WIND OR EXCESSIVE RAIN RUN-OIT ON NEW PlANTEDGROUND COVER AREAS. SUCH 'NATURAl. DAI.lAGE· SHAlL BE REPAIRED ATTIME AND I.IATERIAL.

2. ANY PlANT MA11ERIAL FAiUNG TO SURVM: DUE TO CONTRACTORS IMPROPERINSTAUATlON SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONALCOST TO OWNER.