HomeMy WebLinkAboutC601 - SITE DETAILSa^ vno[
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SiRIPING
NO PARNING �Q
PARKING SPACE DETAIL
NOi ID SCALE (REV. 01/1J)
FlL1
Fyxertn.r.v:�
+
caa cHo ar
PIPE (iYP.)
PLAN NEW - NLEi N PARNNC LOT
PAVEMENT UNDERDRAIN DETAIL
Nor ra scn�e (aev. m/ie)
6�
PLAN VIEW �
CROO�E� ENO ON OUTLET
EN� TONCUE EN� ON
IMLETEN� p I
� c � e=(o-c7 �
A I!
Z � S 9" a
3 F F �i
a 3" e �
0 � GROOVE (OR TONGOE) TO \ ^,
BE TIE SAME AS ON 6^ ` � ,
STAN�AR� REWFORCE�
WNCREIE PIPE AS1M
�ESIGNAIE� CJ6 �
> CLA55 "A" CONCREIE A
LONGITU�INAL SECiION
o �pg5�
0
yCONCREiE IN iHESE ENO SEC110N5 SHALL BE T1E SAME
GRADE AND STRENGTH AS SPEqFlED FOR REWFORCED
CONCREiE PIPE, A.S.T.M. DESIGNaiION C-]6
REMFORCEMENT IN 1HE �C PORiION SHALL BE THE SANE
- AS SPECIFlE� FOft kEWFOftCEO WNCREIE, A.S.T.M.
OESIGNAiION C-J6 FOR T1E SIZE OP CONNECIING PIPE.
REMFORCEMENT IN iHE "B" PORTION SHALL HAVE A CRO55
SECiIONAL AREA EIX1AL TO THAT OF ONE LAYER OF SiEEL
IN THE "C� POFPON.
iHE EN� OF iHE PIPE WLVERT SHALL BE PLACE� IN 1HE
,� ' corvcrectc crvo sEcnory so trvnr trvc r�ow urvcs nrec
rwsh. irvE �oint srvnu ac corna�crz�r riuco vntry
w MORTPR.
p IN d:l OR 4:1 FlLL SLOPE CHANGE TO THE SLOPE OF TIE
END $ECiION IN A$NOOTH. PLEASING iRANSITION
O qPPftO%IMAIELV 10'-0� IN LENGTH.
�w
VARIAl10N5 IN �IMENSIONS - iNE IHICKNE55 OF 1HE
� CONCREiE, iHE POSI110N OF SIEEL AN� 1HE IN1EkNAL
RELEASED FOR CONSTRACTION sroRM
Su6jec��o compliance with allregula�ions
o4S�a�eantlLocalCodes A��
City of Carmel 2ETI
��,,,� �,,,��,ai —
�
onrE: 11 /19/19
�EE�roP
(wHCRc woicn�o)
SOLIO LWES
PAINIE� YMIIE
PAINT BWE
PqINt YMItE
��Ra
I � 20' (TW.)
yA 90.
STORM SiROCNRE
CAP ENO Of 4" PERFORAIE� P.V.C.
Piae (rn.) are oun� wnu hoae
UNOERORAIN SLOPE �
0253 MIN. (TW.)
PLAN NEW - CI1RB NLET
a^ Pererorenrzo P.v.c.
� are oun� wnu hoPe
UNOERORAIN SLOPE 0
625R MIN. (TW.)
]
�����p
Lq
��E C RIP-RAP ID BE
'LL siapE Pucco ory sioe
s�oac wncry cn��o
� FOR ON PLPNS
PIPE �� CONCREiE
COLVERT ENO SEC110N ��
OOMPOff� ILENIGIH OF J I I I I
cu�vcRr crvo sccnory
�cr+cTM (o)
SLOPE DETAIL
IDIA, tY C. i0 C.
� MA%. SPACING �
` HOOK BOLT �
• (rnl
� �I
\I ll
� 'J
t-
�NI Y_y � cuss'a' coNca[h
P E+2T
SECiION A-A
CONCRETE PIPE TOE ANCHOR
BROOM FINSIH
3� 2._6.. 3.
9" 8" 8
�II II II ..��__Y� .' II II—III-
II I IJ I I—" I I I � I I=
REINFORCE� MESH
SFCIION q-p FOR PAVEMENt
�� ���
. i 2'-6" i _.
•Ir
�
REO BACKGROUN�
(RERECTNG)
WHIIE LEiTERS
(REFIECPNG)
a^ vnoc
ewE
SIRIPING
coMeweo wres � cunere
{iREINFORCE� MESH
FOR PAVEMENT
HS BARS
SPACE� 6"
C. lo G CUT-OFF J �p^ ` 4��00 P51 CONCftEiE
wnu
SEC110N C-C
CURB TURNOUT DETAIL
NOT ra scn�e (Rev.iz/n)
KHIIE E
(REFLE
• FE�IICE SPAQNG 40%
�IMENSIONS QNCHES)
smry p e c o c v R�-�
SN. 30 �" 10 tOC 5 1Y�]�
NOiES.
MOONIING HEIGHT - Y ABOVE GRA�E.
COLORS
icccno - vmirt (REr�cc.rvc)
sacKcaourvo - R[o (a[a[cnvc)
STOP SIGN DETAIL
r�or ro scn�E (aEv. os/ie)
Bo
4'-0" MIN. (VqRIES WIM WIDR1 OF RAMPJ
muucatrn nour vinu �rw
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000a0000a000ao
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000a00000000a0000a000ao
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000a0000a00000
00000000000000000000000
O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 o-
� � � �
0 � � �
O O O O
WONCAiE� �OME SPACNG
L�,
N(I1F[.
1. �EffCTABLE WARNINGS SHALL BE OF 1HE PAVER OR MAt tYPE KI1H A�HESIVE PER 0.4�
MANUFACTURERS SPECIFlCAPONS.
2. WIDT1 OF DEIECiABLE WARNING AREA SHALL BE A MINiMUM OF 4 FEEi AN� VARY �p �•
WIiH WIOTH OP RAMP. �
3. LENCiH OF �EiECiABLE WARNING APEA SHALL BE 2 FEEi RECAROLE55 OF SECiION
WIDTH.
4. �EIECiABLE WARNING AREA CAN BE SQOARE WHERE USEO IN A CORB RA�IOS. 0.9�
5. �EIECiABLE WARNING �OAIES SHALL BE ALICNE� ON A SOOARE GRID IN lHE
PFE�OMINANT �IRECiION OF OF WAVEL TO PEFMIT WHEELS TO ROLL BEiWEEN
ooMcs.
6. �ECIECTABLE WAftNING AREA SHALL BE A CONiRASPNG COLOR IN ALL LOCAilONS. 7ppNCAIE� �OAIE SECiION
]. IF MA15 ARE TO BE USEq E�GES SHALL BE BEVELE� ID ELIMINAIE WIP HAZARO.
TRUNCATED DOMES
PLAN AND CROSS—SECTION
Nor ro scn�e (eEv. m/n)
s'-o' �oH A
Yc. cac.
�
BIT.
SEE PLAN
d � Q v . � a � d � � �
d
a �a i d
I
I
p I
� a a �
4,000 P51 WNCREtE W/ d I a
� 9ROOM FlNISH. APPLT L d
� AN11-SPBLLING COMPOVNO. O �� �
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a a�
a �
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d i
a 1
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Q a�
COMP. AGGR. BASE
ARCH PLANS
a
ENCLOSURE �
(SEE ARCH PLANSJ
e ad
a
e a d
a
n
0
PARKING
#
� GREEN - ILWNINATING
TAPE (ARROW)
GREEN - ILWMINAiING
TAPE (BOROERJ
GREEN - ILWMINATING
TAPE (LETiEFSJ
AS NEEOEO
12' 41E. SiEEL SICN -
POST (PAINiED)
- BWE - ILWMINAiING
tAPE (SYMBOL BLOCKJ
- WHIff - ILWMINAIING
TAPE (BACKGROUNO)
PROVIOE 1" SLOPE At
TOP OF FOOPNG If NOT �
IN CONCREIE WALK
rirvisH cRno[
ELEVAiION
1T0xb�-6� CONCREiE
�� �, .
,� ��:
,� ��
�,�� ��:
II Il'
+�ii ii'.
�f •�II II
yll II,
II II
II II
•.f11 �L ' II�-
II II
I
. ., I I � ,� I—I I
( 11 I� .. III
:,� ;p _
�� T��
. . _ . , . .. ._.�III� io
��VAN ACCESSIBLE'� TO BE
NOTE� FOR SPACES
DESIGNATED POR THAT USE.
PROlECT10E 9(8lAGE ADA ACCESSIBLE PARKING SIGN DETAIL
un1 m mei r Ivcv m/nl
ION PA� - 6� WNCREIE I �UMPSffR PAO - 6" CONCREtE I�
I I 1- I 1-1I I I I i-m-----------m-i u u u-i i i-i i i-i i i-m-r-.
6%6-W29/W29 WWF 6' CONPACIED INDOT e
2-A'6x9�-8' O 4�a.c. �B STONE BASE
SECTION A-A couancrzo suecano[ ro ssz
DUMPSTER PAD DETAIL o��si�v��ns��oRissij"uu oar
Nor ra scn�e (Rev.iz/n)
Aqua-Swirl Polymer Coated Steel (PCS)
SWfmwa[ef Tfea[men[ System
u�ws: mnero-am eamar: are ae.���,
edie.as snen ce p.cea e.ouna e¢ess.ix.(s)
i�n- om[raT areas[o0�even[naavertm[
��s ev m.n�.�.M. �n�a�.
�i�� � �:�,.mi
' er �u� o��cm
�° � � aic��iiro.�o�
na�nSPNR�Nalloamnmum Man�WeFnme&Cue�Oetail ¢� eMmanM1ole(rzme.
��[ mm� Itla�sfeuof FwHomT�efficP�eesOnlY �ONOTallowmannole
� f �" p7g fiamcmrtHuponBer.
inaimRntloaJinS han
Plan View
neartKm.amg�xszs�s.ro��reao..�napa.a,.aromp.um� NOM:AsanalMrnative,42-inchOD,HS-20/25 •PleaseseeaccompaniedAqua-Swirl
tliamHerylFnN[356mmj[M1iQ�eiMo�atlmnoHepatlmuROe ra[edprecas[concre[eringsmaybesubs[i[u[ed. specificationnotes.
pM:e a:.m:s�wae:.•reae��esY:e� a�::.m:�oo� a�e 14-inch thickness must be maintained. * See Site Plan for actual system orientation.
k..im. m.ond. n.�,.::nowo. m. oop w ti.. py. m�n ce " Orientation may vary from 90", 180", or
w.aooce wrcx cmmo.ss.mc c.oa��on io�n<mMc.�ai <o a m�mmum
�,�a �zs mm� u�am�: m.imw o-.�.n.. w wn..i m.a: rt� cus[om angles [o mee[ si[e conAi[ions.
aonokco.e.<o mwe<esau. waonokco.ennancea.00m�wete ***See RepresenWtive for larger pipe
a.e.�a �m o�.ae pp.. m. ��re�. n.e:n.n n.� . mm�m�m Aiame[ere available.
ft�eng[M1 d 3�UUU W� Ra MVe� entl Ee �e�Mwcetl wrtM1 #1 p3 mm�
.amo.a�q�eaaz.xow� wimm�m .o�..amo.a�q.<«i.xa�
ec � ma [zs mml. mn wm.nnae ave..na cwwe�e:i.e:n.n ec
kvel wrtM1 fn�sM1 g�etle.
�an.v� e
rv.�. ���� � ManM1ok Fameantl Rlmekva[nns[o ma[� finlsM1etl
rn�e, oymewrewre�. 9�aee
[m�.lm.ea. (See De6ik) 5..
„,,,,,,,.,,,� ` N saae ann �[lU mm] MH Frame
ManM1ok Fam¢ & Cov¢� D¢[ail
Fw Tmlfic Loatlinp Rreas
xrs Varies []62mm1 _��...._._...._._....vam.r
Max**
[2896 mm]
�
128„
[3251 mm]
68„
VU mm]
�.�
6"
[152 mm]
Section A-A
rl Concentrator Model AS-9 BYP PCS Standard Detail
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�
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
� ■
O AMEflICNN
■ STRUCTUREPOINT
iNC
■
]260 SM1atlelantl S�a�ion Ilntlianapol's,lntl'ana 06256
TEL 31)50).5580 I FAX 31 ].503.02)0
wwwsVuc�mepoin�.com
)IANAPOLIS
HABILITATION
SPITAL
CITY CENTER DRIVE
dEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
N. G�:l,�,
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
SITE DETAILS
C601
REMFORCEO CONC. WT1ER
a,i� �—�
� ��—
POND CROSS SECTION
Nor ro scn�E