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PROPOSEO 10' NORWAY SPRUCE~'" ,', '
S1:E PLAN11NG DE1A1L ffi I
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f LIMITS Cf' CONSTRUCTION
LAN)SCAPE CONTRACTOR
SHALL REPAIR DISTURBED AREAS
WlT~ SHD AND STRAW MULC~
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lHESE PL~NS HAVE BEEN PREP~RCO,' TO MEET APPI..1CA61.E 01Y LANDSC~ '
QROlNANOCS. rHES( ORAWlNCS ARE IN NO WAY AI\I INDICA nON OF' .
APPROVAL or ANY ITEM(S) PER1A1~NG TO ~E CONSTRUC11et-1 or T~IS
PRMeT. OTHER THAN PLAN1S ANO LAI'OSCAPING MAlE RIAL..
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3. CONTRAC1OR ~LL SVPPL Y r1NISHED eRADE AI'O EXCAVA1E AS NECESSARY 10
SU'PL Y 4" lOPSClL OCPT~ IN ALL PLAN11NC BEDS.
4. ALL PLANT MA1ERlAL 10 BE PREMUM CRADE NURSERY STOCK. PLANT MATERIAL
SHALL CONfORM TO THE CODE Of SlANOAROS 5[1 BY "THE AMERICAN STAI'OAROS
rOR NUR5t:RY STOCK.' NO 6A1Rf ROOT OR P~RK GRADE MATERIAL WILL BE ACCEPTED.
,5. GUARAN1EE Of R.ANTS fOR ONE (I) '!EAR SHALL BEON AflER ACCEPTANCE BY
O~(R AND/OR F:'RO~CT REPRESENTATIvE. THE CCI"4TRAcrQR SHALL CUARANTCE ALL
"PL~NTS 10 BE IN A HE~LTHY. V1GOR()JS CONDITION FOR A PERIOO Of ONE (I) YEAR
rOl..LOWlNG ACCEPTANCE. CON1RAC10R SHALL REPL~CE. WlTHOUl COST 10 OWNER.
ANY,OEAD OR UNACCEP1AIllE PLANTS.
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15. fHE CONTRACTOA SHALL A.SSUME ALL MAINTENANCE RESPa-ISI81LIOES FOR A
MINIMUM Of ONE (1) YEAR. MAlN1ENANCE SHALL IND..UDE \IIA1ERING. WEEDING. AND
OTHER OPERATIONS NECESSARY TO Kt:EP PLANl NATERIAL IN A THRI\'ING CONOllION.
7. ~LL LAI'OSCAP~ARE~S SHALL HAVE PROPER DRAINAGE lHAT PREVENTS EXCESS
WATeR FRON SrANDINC AROUND TREES.
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8. MVLCHNG AND WATERING OF ALL TREES SHALL BE IMNEOIATEL Y OR WITHIN 16 HOURS
.nER INSTALLAll0N. ~
9. IT 15 IN1ENOED THAT lHIS SllE,Wlll M~TCH EXISllNG GROUNO ELEVAll0NS ANO WILL
MAINTAIN EXlSllNC DRANAGE PAT1ERNS M-lERE APPI..1CA8LE
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1. LANQSCAPE CQNTRAC1CR (CON1RACTOR) SIlALL VISIl JOB SITE, INSPECl EXISTNG
CONOITlONS AND REVIEW PROP<ISED PLAN liNG ANO RELA1ED WORK. IN CASE Of
OISCREPANCY BElWEEN R.AN AI'O PLANl LIST. R.AN SHALL GOVERN ()JANTlTlES.
2. ~LL UNDERGROUNO UTILITIES SHOULD BE LOCATED IN THE fiELD f'RIOR TO
CONMENCEMENl Of WCR!<.
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SDlL CCNDITIONS HAVE NOl BEEN JESTED. IT IS lHE RESPCNSlBILlTY
Of lHE LANOSCAIPE CONTRACTOR 10 NOnry lHE OWNER'S REPRESENTA11VE
Ir ANY C~l1CNS ARE NOT SA Tlsr ~CTORY.
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~NGLE AOAPTER
EMERGENCY
GENERA TOIl PLI..IC
A.NO 200A ' '
IlSCONNECT
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OUAN11lY SOEN11rlC NA~ CQMNet-I NAME SYMa OL SIZE
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~ Piceo abies NCRWAY SPRUCE 10'
~CER SACCHAVRM SUGAR MAPLE Q *
7 C.Y. SHREDOEO BARK rULCH
(EXlSlING TREEJ~
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* CALPER S~ALL BE 2 1/'r ~EASURED Al 40" ABOVE GRADE.
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C)~D~Al~E DETAIL
* PLANl SO lHAT TOP Of
ROOT 8ALL IS (\(:N 'WI1H
lHE flNSHED GRADE.
RIP LINE
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F RON TRUNK
BURLAP EXPOSE 0
PLAN liNG .. X TO BE
2/3 lCPSDlL ANa
l/J SPHAGNUM PEH
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c;)~N~~G DETAIL
CJ~~ ~AlION
CARMEL - ZAM BER SET11..EM EN T
1. GUEEMI 'flAY
<:NIEl. IN. 4I03Z
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Sprin t S~ectrum, L.P.
..... Sprint Spectrum. LP.
IACICotflE PLAN Nm DETA1.8 I
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J'IIIST GROUP Dc:DIBUIIN'C INC.
CONSULTING ENGINEERS
:l7U lJ. l'~'tB S'tUE't" INDrANAf'OI'J5;. INDIANA
PIL t3t7f, ;:90-96'19' FAX- ll;Ju-..>> ~90-9560
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Nc;RWAY SPRUCE M.N.
RE IASlONS BY CHK
CHE~O BY: !A.A.N. ORAWN BY: R.E.N.
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\S!NTS
!!l1lL;. COYPACT GRANULAR eASE TO 9Sl( OF
t.AAXIMUW DRY (ENSlr". PER Asrhol 0-1~~7
N['" 127-0. "'ONcPOLE
(1'-0" ~AX. 0106, A1 10:' .
+' - O' "'H ()A A TeASE)
1S',30' L[ASE AREA~
. .c.w 117' -0' MONOPOLE
(2'-0. "'AX. (lA. M ToP It
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(1) .'. SCHEOULE '0 P,V.C..
CONOLlT TO fELCO UTILITY
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UNIT=' .~:=J~=U
COAX COA~
PDAl PORT
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PRO"OSED EOUIPNENT St-t:LfER
(2) 3'. SCHEDULE +0 pv.c
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CONDUlf TO POWER UnLlry
/>NQ[ .o.o...TE_
E"'ER<;;ENCT
GENERAfOR PL' .'.
AND 200A ' '
OISCCN'<[CT
,',4' CONC. STOOP
(T'lP.)
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NOTES
A THE G[NERAL CCtlTRACfOR AND/OR HIS SUBCONTRACfOR SHALL BE RESPONSIBlE FOR OOTAlNNG
ALL PEFo.AlfS N'C INSP!:cnONS WHICH "'AY BE REOUIRED FOR THE WCflX ef fHE ARCHITECf;
[NGIN([R. f"( SfAT(. C().)NfY OR LOCAL GO',{PNU[NT AUT...oPITY
6, REFER fO THE SITE PLAN PREPARED ey Ol11ERS FOR eOVNDARY AND SlfE fOPOGRAPHY
C, DESIGN REOVIRE"'ENfS FCR fHE ANT[NNA SUPPORnNG STR\JCTVR[ ARE P(R THE UOST CURRE:NT
60CA NATIONAL BUILDING CODE LOO.t. BUILDING CODES, AND fHE EIA/ TIA-222-E STRuCTURAL
:;TANOAQOS rOll STHL ON1[NNA SlJPPCRl1NG SfRUCfUR(S TH[ gAgC ""1'0 SP(ro unLIl(D ~OR
OC9ON IS 75 NI>!< />NO '/2' ICE.
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D, CO'<~f( fOR FENCE POST. AND CCAX I;ASLE TRAY SHALL B( JOOO f'i)l 10JR ENTRANCD (I:i TO 6
l() NCRM.... WEIGHf CONCRETE
( r(NCEO SItf.. AR(A SHlIlL El( Q(OREO AND CAUBgro, RE"'O\c UNSUlllgLE "d f O'! LOOS( SOLS,
ORCANIC ,..rE~""s. ANO/O'! QUBBLE TO ~Rt.A SUB ORAOE AS APPRO\CD BY G:OT(CHNlCOL REPOpf
i='\.ACE 4 "\AIRAFI ::QOx.' SHeET CI'4 SuB CAAOE: ANa flU wi 2]-A BAS.[ (INOOTJ CQvEAEQ WHH 7" (y
:1/4" CRUSHED/ WASHED ROCl< TO fNISHED (;RADE.
F STRUCTURAL Sf EEL sHA-LL CONFCRt.A TO LATESf (DlflON Of THE AiSC SPfClnOflQNS fOR
SlRUCl1.RAL sr[EL SUL()INGS - A-LLOWIl9L[ STRESS O[SIGN AND PLASflC D[SlGN INCLUOING T"€
C(J,<"'ENTUY ANO T..[ COOl 'q)1I STANDARD PQACflC..
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G, SfRUCTURAl. Sf EEL PLA1ES AND SHAPES SHALL CONFCI'l'" TO ...sf'" A.)6 ALL STRUC1\JRAL SfEf:L
PIPES SHAll CONF ORM fO ASTY A5J. GRADE B,
... WlLDONG SHOll B[ IN ACCORDANC~T'" 1"[ AW(R1CAN I'o4':LOINO SOOETY (AWS) 0.1.1-92
S'RuCl\J~Al. '^<lOINC coDe -STEEL wELO,",I.EC1RCNCS SHAl.t. BE C?OXx. C;ONl'RACTOR TO USE
'CERTIFIED N'C/OR LiCEN5I:O' PERSONNEL F' WElONG
I. ALL fHREADEO STRUCTURAL FASTENERS FOR ANTENNA SUPPORf ASSE"'BLlES SHALL CONFCRt.A TO
AS1l.l A325 >AST[N[R'; ~A-LL g[ 5/8" ""N DI~ETER g[ARlNC TVP[ CDNN[CTIQNS MT~ 1QL.o.os
INQLCfO IN fH[ S~[IIR PLAN(. ALL [XPOSEO ~AS1EN[RS. NUTS AND VlAS"[RS <;HAll g[
CALVANlZEO UNLESS orHERw'SC NOTED. CONCRelE E~ANSI()'.I ANQ-fCRS SHAl.L BE ~Hlt.l1 QUII("',
6QTS UNLESS OfHERWlSE NCfW,
J. ALL COAXIAL CABLE CONNECflONS AND fRANS"'TrER CClUIP>AtNT SHAlL BE AS SPfCflCQ BY THE
OWN[R T~( CONTRACfOR SWlllL rURNISH ALL CONN[cnON "AROWARE R(OUIR[Q fO SlCURE TH(
CAaE S
K, Sf EEL FENCE SYSTENS SHALL INCLUOE fHE fENCE POSTS, FAfJ'Ic' GATE SYSTEl.l, ANO ALL
NECESSARY ERECflQN ACCESSORIES, FITrINGS, N'C FASTENINGS. ALL FENCE SYSTEM CONP()\IENTS
SWlllL g[ GAL VANIl(O IN ACCOROONeE WIT... ASf... A153. CAlES S~lIlL El( SWNG TVP[- R[r[p TO
$JT[ PL/>N, T"'5 5I<E[T ~OR SlZ(. R[I'"[R fa TYPlClIl r[NC( OH"'LS />NO ~C~ICAnONS rop
AOO1l1ONAL INFORMATION NSTAll FENCE AFTER W/CR(rE HAS ATrAlNED 7~X'IlF 23 DAY DESIGN
STRENGfH, "
L. NORT" ARRO'" SHOWN ON PLANS R[>[RS TO fRU( Nel'lT... CONTRACTORS SI-lAll VERlry TRUE
NORfH ANO IN>OIlt.A CONSTRUCroON "'ANAOCR ($' ANY OrsCll[PANC[S e[~OPE SUPflNG CONS1RUCl1a-.
"'. REfER TO "C SHEers FCR 9TE ELECTRICAL LAYOUT, OIAGRA"'S, AND OE1I\JLS-
N. TOWER FOUNDATION OESIGN IS UNDER SEPARATE CONTRAC1 Bl 'OfHERS" ANO IS EXCLUOEO ~O'"
T..(s[ O(SIGN ORAWlNGS R(~(R fO O~R PROVlOEO ORAWlNGS ~OR SP(cmc OCf"'LS II[CARONG
FOUNQA110\! SYS1EN
"-0'
2~'-0'
PRCPOSED EOJA.AENT SHELTER
20'-0. ACCESS/UT'UfY,EAStY(NT
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12'-0" '-0.
M..W ~SPHALI DRIVE
FINISH GRADE
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9801 W. H lOONS RQA , SUITE 220
ROSEMON T ILLlN( S 6001B
CONSTRUCTION DR, NNG FOR
SITE: NO, IN54 3O:JE
L.P,
FlRST GROUP ENGINEERING INC.
CONSULTING ENGINEERS
5'U If. 74TH STReET, INOIANAPOIJS, INDIANA
PII, (317) 290-\l5.C1I PAX (31":') 2110-9560
CARMEL - ZAMBER SETTLEMENT
1388 QUEENS WAY
CARNEl, IN. 46032
HAMILTON COUNTY
ANGLE ADAPfER
E"'(RGENCY
GE:NERA fOR PLuG
AND 200A
DSCQNNECf
Sprin t Spectrum,
CO"'POUND LAYOUT AND DETAILS
1 , /6/03 t.AC140POI r fl.... BY
NO DAlE REVlSON'; BY CHK APP"
OAf[ 12/17/02 O<ECK(QQY L.CS. ORA...... BY,"'A.N
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loc.ol<<t NOr'O'l 39 o.q"u. ~, m~teQ OJ.69 ~oeOl'lCK loti Iud.
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21 fhe el..otion. or. rt:I"'f:nceoJ to u-.. use .. CS l$(f{..un,
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4) In the ...,npa~d QIe90. lh. 12 ft. widt Ql;t;U, 'itri-vt ,hall ~e
,"" or bilum. t;urroc.. QI\ 2' 0' Co"h.lTl tlind... (If''I 6~ C(lr"I'lj)ocleo 09~reqol. bU..
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HAMIL TON COUN Y
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(PIN' 17-1J-03-00-00-028.1J17)
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BeQilnng 0\ 0 poi~~ tne ~t li'U! (l1 so~ Q...cr[<lI" 5e'<liOn ......en [)eO'S "Ofth 00 (leQ'"ee3
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CARMEL-ZAMBER SETTLEMENT
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Sprin t pes
Sprin t pes
9801 w. HIG(IIN5 ROAD, SUITE 220
ROSE~m T, 1LlIN~S 60018
CONSTRUCTION DRA'MNG FOR
SITE ~o. IN54XC3DJE
FIRST GROUP ENGINEERlNG INC.
CONSULTING ENGINEERS
67tf Jr. 74TH STREET. IHDIANAPOUS. INDIANA
PH. (317) 2VO-V349 FAX (3t7) 290-9560
1366 OUEENS WAY
CARMEL. IN 46032
HAMILTON COUNTY
SITE PLAN
1 l/fi/aJ
NO DATE
OArE 12/1 7/02
!AOlII:a ACCESS (ASl:!AENT !A N
RE VlSICl\IS BY t>lK 4'P't
C~ECKED BY L.C 5 DRAWN BY: IIA.A N
I)H'A'MlN(., NlIMt':Rt(
51 TE:: NUMl:H:R
IN54XC303E
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