HomeMy WebLinkAboutC-818.34' PUTURE ATM PAC
9.5 DAY ONE ATM PAD
PROPOSED MONOLITHIC
CONCRETE ISLAND
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4"TRAFfIC BOLLAR�T09EMSTh1
BY GENE0.AL CONTMC
- 6' %6' GRID. W39 d W19
_ . . q� . . _ /�� WEL�E�WIREMESH
3' CHAMFER
6"
SEEFUIL�EPTH � � / -SEEFULLDBTH
HSPHALT�EThIL . ASGHALTDFTAIL
4" .
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- 6'IHIIXAYbNOF
°." CftUSHED STONE 42
�.
' AIRENTRAWED40]OPSI �, I �,
� � WNCRETEATiBDHrS �� � qppppvEDCOMPPGTED
�-� 10" �� - 10" - SUBCRADE
SECTION B-B
NOT TO SChLE
NOTES:
I. CONC0.EfETORECEIVEBROOMFINISH.
1. CONCRETEISlANDSHALLBECROWNE�I%TOPREVENTFON�ING.
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6'TIICK,APPRO�£D �� $KTION A-A
CLEAN CRUSHED STCNE
uz = r
ATM PAD AND FOUNDATION DETAIL
NOT TO SCALE
NOTE
I. 0.EFER TOATM MHNUFqQURER plANS FOR ADDITpNAL DETAIL
SANITARV SEWER
DROP SIZE AS
SCHEDULED
GENERAL NOTES:
I. L470UT BASED ON BANK UNIVERSAL FLOATING ISL4ND.
2. THIS IS A BANK APPROVED %T DETAIL THAT
ACCOMMODATES: DIEBOLD 7790, DIEBOLD 750, NCR
6688, NCR 6638, NHA 7800i (UL291 & CEN I) DRIVE UP
ATMS, A$ WELLA$ DIEBOLD 858 AND NCR 6638 ATAS.
3. THIS DIAGRAM IS INTENDED FOR PHYSICAL SITE
PREPARATION. FOR ELECTRICAL AND CABLING
REQUIREMENTS, REFER TO DEVICE CUi-SHEETS.
BOLL4RD NOTES
I. BOLL4RD #I 6' DIA. X 48" H(ABOVE)
2. BOLL4RD #2 6' DIA. X 48" H(ABOVE)'�*
3. BOLLARD #3 6' DIA. X 48" H(ABOVE)
"` IF NHA 7800 (CENI) ATM IS INSTALLED THEN BOLLARD
#2 MUST BE 4"DIA X 48"H (ABOVE)
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HT =1B"
PIT f00.
CONCRETEISIAND � BOLLIRD#I� _
(MFX9 HIGH) � HT=18' � �
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. � RECEIVEATMSTUG-UP. I'-8" I'8' ` �
COORDINATE WITH � � �' _ W
� VENOORREQUIREMFMS 1'-6'-�{�I'L' _
�I PIT fpR I � I �
� 1'OD.4EELPIFE
� BOLL4RDWITH BOLLhRDp3�y / \`I� -
HDPESLEEVE FlLL � /L _ y C
' PIPE WITH 3,OW p51 _
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�� `HT=18'
/�
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�- ' 24" DEEP PIT 8Y G.0 .- TO RECENE
SECURITY BOLLARD TO BE INSTALLED BY
BANK VEN�OR UPON INSTALL4TION OF
ATM. BANK VENDOR WILL BACK-FILL
PIT AFTER THE BOLLARD IS INSTALLED.
STANDARD ATM PAD/PIT DETAIL
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NEENAH R-1972-AL OR
EAST JORDAN V-1601-1
WITH SEWER ON CASTING
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6' MIN PER IN�OT SiAN�AR� �RAPoNG E604-SOWK-02
1 SR AOPE
_ . .. . . ... _ . . .��� '/
1/2" PREFORMFD JOINi FlLLER
PFEPARE� SUBGRA�E COMPACIE� IN RCCOR�ANCE
INiH SECPON 20] OF STAN�ARD INDOT SPECS.
aniseo i/2" To
ALLOW SETREAIENT
SIDEWALK ADJACENT TO CURB
RELEASED FOR CONSTRACTION No S�A�E
Su6jec��ocompliancewithallregula�ions FINISH.NO°PICNREfRAME"FINISHES'MLLBEPERMITIED
of Sla�e antl Local Codes
City of Carmel ND 6" COI.PACIED AGGREGAIE, NO 53 TO BE USED ACROSS DRI�ES
�I
`��at1\�\onv��al..�til ) g53 $TONE YnLL BE USED Ai A MINIUUM OF 4', N1R1 E%CEP110N OF ACfl055 ORIbES
onrE: 12/31/19
3
2"THIIX.HMASURFnCECOURSE �
/'THIIX.HMABHSECOURSE '
' NEW PSPHALT -- I - E%ISTING h5R1ALT
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6"THIIX,PFPROVE�DENSE � � HOTTARSEAL
•
GRAOED AGGREGAiE SAW CUT AND NOT
APPRO�fDWMPAQF� ' TARSEFL
SUBG0.R�E
FULL DEPTH ASPHALT PAVEMENT DETAIL
NOTTOSCALE
NOTE
HMA MIXAND DEME GRNDE� hGGR6lATE
SHALL CONF00.M TO STATE DEFRRTMENT
OF TRANSPORTHTION �ECIFlCATIONS.
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PERPENDICULAR CURB R4MP
AWACENT WALI(P.BLE SURFACE
�SiUewalkTransiM1on
/ �Curbas Requlrcd
AUewalk �M � SiEmalk
aemmc�m cs '�, �
asnwmrea ____�,
�Crosswalk Mardngs
TIERED PERPENDINLAR NRB RAMP
/ SGervalk
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SiJewalk - ASRiyuirN .
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�Cmsswalk Mark igs
PERPENDICULAR CURB RAMP
AD]ACENT NON-WALKABLE SURFACE
NOTES:
�i wnere��ns�mcenewmmneeweenmec�roaneeaceors�eewaic
o�e.e�e a s�anaam ce�aenam�ia� aro �amo ����inq siooe, a s�oewaik
Iransl6on may be usetltolowerlM1e sqewalk graEe. The 9tlewalk
transitiom m�ning slope s�all no[ excee0 8.33%. See SbntlaN
Drawing Serles f Wl�SDWN lor sidewalk tledAs.
2. TM1e Nrmng spnce sM1all �ave a minimum tlear Eimenvon of 9 R x 9 R
anC a running 4ope of 2.00%maximum. Wlrere IM1e Nmirg space �iz
mn4raN tl a[ Ne b.ack of Me ide.ralk, Me minlmum tlear tllmenson
sM1all M 9 R x 5 k, M�M1 IM1e 5 Rtllmmson in Me JireRlon of IM1e ramp
mnnin9 slape.
LEGEND:
� aurceroranerrvon-wairamewrta<e
O �ma
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In] rumng space
G5j t�earspaw
PERPENDICULAR CURB RAMP
NPICAL PLACEMENT
SEPTEMBER 2018
STANDARD DR4WING N0. E 604-SWCR-02
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NOTES:
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SECIlON A-A
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BRICK DEfECTABLE WARNINGSl1RFACE WIfH CONCREfE BORDER QQ QQ sOT^°maamummmrcerscpemmequnaars�reeexmemrcomm
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iVPICAL RAMP AND BRICK SURFACE CONSTRURION DEfALL TRUNCATED DOMES
aFAMG� e ° � e ' � . ���
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PPVEMEIR OR �.
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I �.6, I ALTERNATE NRB CONSTRUCTION
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'
BANK OF AMERICA
& MERRILL LYNCH
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION:
BULLETIN:
Gensler
2.0
07-2018
11EMadiwn Te1 312 456 0123
Suite300 Fax 31245fi.0124
Chicago, IL 60602
United States
Jones Lang LaSalle
T: 612.271.8218
Attn: Patrick Hassett
IMEG Corp.
MEP, Civil & Structural Engineers
4850 Grand Avenue
Gumee, IL 60031
T: 312.931.3709
Attn: Arun Garg
"'�. Date Description
042fi-2019 Issue for C�
05�16�2019 Issue(or �esign Release
08�02-09 Issue For Permit
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CHANGE OF GRADE > 11%O
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Fou ae• �A
CITY OF CARMEL STANDARDS STANDARD
DRAWIlVG
BICYCLE RACK to-36
X'PR60RMEDfOIN�FILLERSHAI
INSTALLE� BfTNEEN %tOF95ED CONCI
ISLAND NND ATM
6'THICFIATEROF � \
°�' CRUSHE� STONE
6"X6"GRID,W39XW39 \
WEL�ED WIRE MESH
6"
1
4'
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4000 PSI CONCRETE OR
PRECASTDROP
FILL EXCAVATED SPACE
OUTSIDE OF MANHOLE AND
UNDER PIPE WITH #8
CRUSHED STONE TO A MIN.
OF 6" ON EACH SIDE OF PIPE
NATIVE
UNDISTURBED SOIL
NOTE:
1. DROP PIPES SHALL BE OPPOSITE
FROM STEPS WHEN POSSIBLE.
,'�
'""CU0.1TT BOLW0.� TO PE WSTHLLED
1NKSKU0.RYVEN�00.
EFORMED fOINT FlLLER SHALL BE
\LLEO BETWEEN PROPOSEO
CRETE ISIAND hND ATM PhD
� 6"THIIXLAYEROF
� �'CRUSHEDSTONE
� 6" %b' GRID. W39 % WE 9
WELDED WI0.E MESH
6• I
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• •
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� SEE FULL DEP1H �
�. uvHn�roETni�
� APP0.0VE�COMPAQE�
suecanoE
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.�
.'�
MANHOLE TO PIPE CONNECTION
BOOTS, INCLUDING LATER4LS,
SHALL BE PRESSSEAL,
KOR-N-SEAL WITH STAINLESS
STEEL WEDGE, A-LOK CAST IN
PLACE OR APPROVED E�UAL.
INV. EL. AS SHOWN ON PLANS
GROUT MANHOLE BOTTOM TO
PROVIDE SMOOTH FLOW
CHANNEL TRANSITION
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BOLLARD DEfAIL
No..o ��.,E
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ATM TRAFFIC BOLLARD DETAIL _
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9LTFENCE%ACEMEM V/ R9 Y
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euvox ���rae aiym.ar.warnM-
SILT FENCE VIACfMFNT WITI ��
CHPNNFL N�GHT OF WAT � �
SeallSignature
Project Name:
Carmel
Project Number:
21.0352.000
�escriphon
DETAIL SHEET
Scale: NIA
C 8
IMEG PROJECT NO.: 18002541.00
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02018 Gensler