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LEGEND SYMBOLS LEGEND SYMBOLS LEGEND SYMBOLS C~NERAL NOTES py~~~-,Ny
__. _. _
NEW SPOT ELEVATION ~ fxISnNG RIGHT Ur WET ----------- NEW uNDEREROUNp TELEPHONE ----~---- 1. NO PROPOSED LICHIING PROPOSED AT THIS SITE LOCATION.
maPOR.nR
E%ISTIVG CONTOUR LINE = -'-p5__ -- PRDPERtt LINE SURVEYED E%ISrING DVERHEAD POWER ~ 4, PROPOSED SICNACE AT THIS LOCATON WILL LIMITED TO A SMALL SIGN eoo varx[x rov[sv prtn[
NEW CON IUUR LINE ;p PROPERLY LINE NOi SURVEYED ------ NEW OVERREAD POWER o[ MOUNTED TO ACCESS CATS IOENIIMNC WE SITE NAME, NUMBER ANO
TOWER OWNER CONTACT INFORMATON. un, xc nve
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GRAVEL CENTERLINE - NEW DVERHEAD POWER k TELEPHONE -o[/pT
N Fix (am)~[e-wxo
AGE AT THIS SITE.
GONCPETE/ASPHALT r'_" '-~ TELEPHONE PEDESTAL Q] EXSTING UNDERGROUND ?OWER -----VF----- 3. NO PROPOSED DRAI ~~ ~
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EXISTING FENCE g EXISTING OVERHEAD TEIEPHONE m NEW UNDERGROUND POWER "-_wF- - »
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AuERICAN TowER coRPORAnoN\ C ~ ~ ~ n-Ia-as-oD-oo-ol LOOD~zonE s-I ~ i
fis 85 TEASE AREA ~ \~//, LVµEES pURNEt, pORA US..- VACANT LOi I
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1$3 QA.~ -gMERICAN TOWER CORPORATION 20'
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VV ZEHRANARO M'THpNY V- f~ ~ ®~ ~ ®~ -r ~I~ WIDE ACCESS/UTILITY EASEMENT w/ ~ ~~ PARENT PARpEL, Q':pJl
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ANERICAN TOWER J ~ I -EFTS iING ONp, PROIECf ~p ROrECi DURING I
NSrRUCTION
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sropY no,2s' -i ~ \ ~ REDUesT of THE i
GARAGE IU EE 1 / ~~ S84 ~ ZONE S-I AL rERNAII£
REMOVED ~~ ~ USE VACANT LOT TRANSPORTATIOV I
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ADJACENT PARCL l1NE '~ E%IS iING FSPHALT pRIVE
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I SITE ADDRESS:
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CARME 32
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PROPOSED FUTURE EQUIPMENT
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APPROVAL N
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CDRPORAnoN unutt RncK ~ ~-' i~
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~ -~}- - ~ ER OSION CONTROL NOTES
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\ \ EROSION coNTROL F
a mis PRaeci Is BnsED oN A
PRDPOSED PROJECT PREA OF APPROXINAiELY 7_I ACRE.
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J I
~ ] 0 ~ HIS INTENDED TeAT LESS THAN ONE ACRE OF LAND WILL
I r
~
Z ~(TYP
) ~ ~ BE DISTURBED.
AMERICAN TOWER
V
/
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~
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~
r-~--~-r--iT 2
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USE AVAILA9LE MEAM1S i0 MININIZE THE AMOJNi OF SCIL
SnE xuwaEx:
34140
CORPORATION iEMPONARY
SILT FENCE FOR TEMPORARY
~ S ~
AMERICAN TOWER j ~
~ ~
~
~ EROSION CAUSED RY THE WORK OF THE PROJECT. THIS
EROSION CDNTRD_ ~ CORPORATION LOW R
~ ~4 INGLU9ES RESPDNSIBILITY FOR MAINTENANCE OF SOIL
EROSIO
come
D sn[ wue.
! I
MnwneANCE
~
x I N
EVICES wDICATED. REPAIRS To solL
oL
EROSION CONTROL DEVICES SNAIL RE C
OUP
ETED WITHIN B~K~BOKE
J IANpSCAPING (T1P.)
~ i .
,
ONE DAY FROM NOiIPCATIDN.
PARENT PARCEL (-YP.) -T {
\ E%p'TING SIAG_E ~ ~ yx
SIDRY a0'0B' I ~
i
I 2
PRONDE AND MAINTAIN EROSION CONTROL OEV CES ON THE
{ GARAGE 10 Of ~ y' b DOWNSTREAM SIDE OF DISTURBED AREAS. EROSION CONTROL
A
l ~ BEMO~hD -~ I I
x i0 CON514 OF STRAW BALES OR pOT APPROVED SILT srtE .moxcss.
GENCE. THE DEVICES APE i0 REMAIN IN PLACE UNTIL 11104 TOWNE RD.
j I _ N `1
i
~ PAVEMENt ANp INTAKES ARE CONSTRUCTED 4ND UNTIL A CARMEL, IN. 66032
'
P ~ ~D~yg~
~ PERNANENi GROUND COVER IS ESTABlI51ED. rve._;~a
' 4. MININIZE SDIL EROSON BY MAINTAINING E%STVG VEGETATIVE oee;lxO
Uyp55~ ( 1 GROWTH WITHIN i.HE GRADING LIMITS FOR AS LONG AS uuw;oa/or/xooe
I.
~
PRACTICAL.
. e;ma96a
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- ~ _ 5.
i~_~~ ~~_~:~C _A EROSION CONTROL DEUCES SHALL BE CHECKED ONCE PFR
'rVEEK AnD AFtER EACY RAINFALL i0 ENSURE WORKNG
J)))
'
' oecER. COMPOUND
lll
` 2 _ _ }Tfi
-D
_
~
PLAN
1 6. SEED OI6NPBED AREAS E%PDSEp PoR MORE idAN ZC
DAYS WITH ANNUAL RYE GRA55 -R OATS
N
COMPOUND PLAN ~ '"""""' "`"'
GENERAL NOTES: nio-ol-NO-m-oos
1. ELEVanoN Is FDR REFERENCE PuRPDSE oNLr coNTRACioR SHAG FIEED
VERIFY ESISiING CONOITIONi
2. CONTRACTOR SHALL PERFORM WORK GONE TO OR 04 SlRUCNRE IN
ACCORDANCE WITH PRONDED STRUCTURAL ANALYSIS SEPARA iE FROM
$HIVE-HAiiERY ENGINEERED OOCUMEN iS.
ANTENNA MOUNTING. DETAILS i0P OF TOWER
3. ANTENNAS, COA$ SUPPORTS, & ETC. SHALL BE INSTALLED FER BY TOWER MAVUFaG NRER "
MANUFACNRER RCWMMENDA TION S. ELEV. + 129
-0 t
Ck OF GU TUBE CARRIEP.
4. CENTERLINE ELEVATION NOSD FOR FUTURE CARRIERS ARE SHOWN FOR ELEV. + 115'-0" 3
ILLUSRATIVE PURPOSES ONLY. ACTUAL FUTURE CENTERLINES SHALL BE
COORDINATED WITH AMERICAN IDWER CORPORATION AND SHALL BE
APPROVED BY AMERICAN TUWfR CORP03A110N'
n Q pF FUTURE CARRIE3
5 FUTURE AMENNA AND MOUNTING PLA iF ORMS UAT NOT BE DEPICTED ON ~
i ELEV. + 105'-0" k
. TOWER FLEVATION.
POTENTIAL FUTURE CARRIER
ANTENNA MGUN tS, Ck OF FU NRE CARRIER
(DESIGN BY OTHERS) ELEV = + u5-C' t
~ OF FUTURE CARRIER
ELEV.= + 85'-0" k
AMERICAN TOWER
CORPORATION StEALTH
TOWER, (DESIGN BY OTHERS) ~ AMERICAN i0W£R
CCRVDRA LION UTILITY
AMERICAN TOWER AMERICAN TOWER
CORPORATION SIGHT CORPORATION CABLE
PROOF W000 ENTRY PORT VN
COMPOUNp FENCE TOWER. FOR NTURE
USE, EXACT LOCATION
AMERICAN TOWER AW SIZE BY TOWER
CO4PORAl10N LOW MANUSACTVE4
M AIN iINAN CE
LANDSCAPING -~ ~ .I I Y
TOWER FODNDATION.
(DESIGN RY OTHERS)
n WEST ELEVATION (LOOKING EAST)
SCNE' 1/16'=1'-0'
- ~ 1' BI PJMINOUS 5'JRFACE
I
5' BrtUMw0U5
PAVE MENi B' NTERMEDIATE COURSE
TO> ( ~ CRUSHED STONE BASE,
la', 1" i0 3
AGGRCGATE SIZE
~ ~~ i~ ~Xj
~
~ ~E%iEND SUBGRAJ[
'
"
~ }, l`~J ANJ SUBBASE I
-O
~A T BEYOND EDGE VF
SUBGRaOE TO BE SLARIRED i0 A DEPTH OF 0" AND I' %i FAVENJJT (TYP)
RECOMPALTED ID 952 OF STANDARD PROCTOR
DENSITY
NOTE: 1) ACC SU RFACF. COURSE MUST BE PLACED FULL 1NDTH (NC CENTER JOINT INLL BE ALLOWED)
2) (DRVEWAY SUBGRADE PREP) REMOVE TOPSOIL AND RECOMPACT IZ" OF BUBGRADE
COMPACT IN (2)-6" LIFTS ®95% STANDARD PROCTCR AND - 17 i0 37 OF OPIiMUM
Mp,STURE COMENT.
3) iWE I AGGREGATE SASE SHALL CONFIRM i0 HAMILTON COUNtt HIGHWAY DEPARTMENT
SPECIFIC AT ONS AS A CLASS IV DRIVE.
4) BITUMIN CUS MI%IDRE SHALL BE OWNER APPROVED COMMERCIAL NIX CCNFIRM iD HAMILTON
COUNTY HIGHWAY DEPAR TM ENi SPECIRCATIONS
~ ASPHALT ~J
ACCESS DRIVE /CULVERT DETAIL
2 SCALE: Ng1E u5C-01-EA-03-fAl
ROAD/SITE SURFACING SPECIFICATIONS
u c-al-NO- x-ooz
SPFLNL REWIREbEX16
t AECFb3 ROM
PAVEMENT < ~/p'
2.09. (iyp)
SUBGRADE t0 BE BCARIRED i0 A CEPTH OF 8" ANp
RECOMPACTEp TO 95% OF STANDARD PROCTOR
DENStt
1 1/2" BITUMINOUS
SURFACE LOURSc
CRUSHED STONE BASE,
6". I" TO 3'
PGGREGA TE BqE
£%TEND SUBGRADE
AND SUBBASE Y-0"
BEYCNU EUGE OF
PAVEMENT (TYP)
NOTE i) ACC SURFACE COURSE MUST B`_ PLACED FULL WIDT4 (NO CENTER JOINT WILL BE ALLOWED)
2) (DRIVEWAY SUBGRADE PREP) REMOVE TOPSCIL AND RECOMPACT 12" OF SUDGRADC
COMPACT IN (2)-fi" LIFTS ® 95% STANDARD PROCTOR AND - 19 i0 3% OF OPT'MUM
MOISTURE CON TEN i.
3) TYPE 1 AGGREGATE BASE SHALL CONFIRN i0 HAMILTON COUNTY HIGH'NAY D°_P ARTMEVi
SPECI9CATI DNS AS A CLASB IV DRIVE.
4) BI TU MIN WS MI%IDRE SHALL BE OWNER APPROVED COMMERCIAL NI% CONFIRM i0 NAMILTCN
COUNTY HIGHWAY DEPARTMENT S~ECIFICAilONS.
11 FINAL ROAD GEN iERLINE SURFACE ELEVATIONS SHALL BE CONSTR`JLiEO
PoLLOMNG THE ORIGINAL SURVEY THROUGHOUT THE ROAD LENGTH. UNlE55
O1HERUnSE SPEGFICD.
L2 IMPROVEMENTS SHALL 9LEND IN LD THE E%IS-FG CONDITIONS AND
EXCESS MAIEHIAL SHALL BE DISPOSED OF ~GALLY OF SITE
1.3 ACCESS ROAD AND 1-RNAROUND AREAS' SHALL BE E%CAVATED POR AN
INITIAL BASE OF fi TO B" CONPAC TED FILL RLL SHOULD GE INSTALLED
AND PACKED IN NAXINJM 6" IATERS.
1.4 FOR TYPICAL ACCESS DRIVE CROSS BCCTION RCFERENLE DETAIL I &
2/Z-5.