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P1' MINIMUM Q O o � JqNiS SNALL BE CUT o O
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� CONCREiE � � CONCREIE � � I /8' BETfIEEN E%PANSION JOINiS (MA%.) I � �
CONPAC7ED � � �= 8� � I �
BACKFILL Q � Q = __ p , I'
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� � STRAIGHT CONCRETE CURB � � � �
� U NO SCALE O N O }
CONCRE7E ROLL CURB & GUTiER � o � PnePnaeo suemno� co�aac�o iN accoaonNc� ��
No scn� U � unn+ s�cnaN so� a sraxonRo inooT saEcs �
NOlES: WIECRAL CURB INiH CONLREiE PA4EMENi SHALL BE 9MIlAR SHAPE
NO1ES: MiEGRAL CUFB M1H CONCREIE PA�EMENT SHALL BE SIMILAR SHAPE CURE ALL E%POSED SUflfACES CONCREIE SIDEWALK
QIRE ALL EXPOSE� SURFACES NO SCALE
CONiRAC110N JOINTS 91ALL BE SANED IN CON➢NUOUSLY PWRED q1R85 TO A IAININUM DEPiH OG 1/3' D
CONiRACPON JqNTS SHALL BE SA'M1E� IN CONPNOWSLY PdJRE� CORBS TO A MININUR �EPiH OF 1/3' 0 NO7ES:
DANPEN SUBCRA�E BEFOFE PLApNG CONCREIE DFMPEN SUBCRA�E BEFORE PLRqNG CONCREiE EG�E� AN� 6ROOM RNISHE� . NO 'PICNRE FRANE' RNISHES 1NLL BE PEFMITiED
CONiROL ,qINTS EVERY 5' AIA%IMUM ON RA�II OiHER'MSE E4ERV 10' MA%IMUA1. PREfIXtME� E%PAN90N ,qINT E4ERY 50' AIAXIMIIM. � Z M GONiROL JO'NTS EVRY 5' MINIMUM ON RADII OiHEFYASE EVERY ID' NINIMUM Q Z � CLASS 'A' CONCREiE Q Z oJ
NO BACKFILLING OR COGPAC110N NAY OCCUR 12' Fl2W CURB UN➢L 5 NLL OAYS NAVE PASSED AFiER PUpNG CONqtEIE �� I � 3 I �� I
Z Q O NO BACNRWNG OH CqAPAC110N MAY OCq1R 12' FROM WRB UNiIL 5 FULL OAYS HA4E PASSE� Af1EF PLACING CIXJCREIE Z Q O 6' DEPhI OF CONIXtEIE AND 6' CqAPACiED AGCREGAIE N0. 53 i0 BE USEO ACROSS DR14E5 Z 4 O
SMALL BE MSTALLE� IN ACCORDANCE N1iH INOOi STFNOARD SPEQFlCAPONS. Q �� Q� � Q � �
� � SHALL BE IN ACCONUANCE VA1H IN�Oi SiAN�AR� SPECIFlCAPONS. H p IF AGGREGAIE IS RE�UIRED A53 STONE VALL BE USEO Ai A MININUM OF 4'. YAhI E%CEP110N OF ACRO55 ORIVES
N N N
6' MIN PER INDOT SiANDFRO DRAtwNG E604-S�Wrc-02
a 1.SR SLOPE RAISED 1/2' TO
fALLOW SETREMENT
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1/2' PREFORIAED JqNT FlLLER
PREPARE� SOBGRA�E COIAPACIE� IN ACCIXt�ANCE
VniH SECTON 207 OF SiANDARD INDOT SPECS.
m SIDEWALK ADJACENI TO CURB
� NO SCALE
`s NOlES�. EDGE AND BROOM FlNISH. NO 'PICNRE FRAME' FlNISHES 1NLL BE PERMITIE�
' CLA55 'A' CONCREIE
= 6' DEPTi OF CONCREIE AND 6' COMPACiEO AGGREGAIE, NO 53 TO BE USED ACRO55 DRIVES
IF AGGREGAIE IS REQUIRED /53 SiONE `MLL BE USED AT A NINIMUP OF 4', YA1H E%CEPPON OF ACRO55 DRIVES
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RELEA5E0 FOR CONSTRIICTI�N `
Su6jec��ocompliancewithallregula�ions '°""'�°�
of S�a�e antl Local Codes °°�^ `•r° �
City of Carmel
,
�{�n„� i,.va��
DATE: 06��9�20
� Lill hwk
98CTIOII �-A
CBNERAL fi0T6
QI eor .�mrm .�a 000rooi�m co�e
h��6h�e xe mne Mi6M1�e bble on
StenE�N Orewin{ E'2o-NNST�.`9.
marlrt
a �.w.
r p�..i muos on�vl
MANNOLE TYPE C
6"'✓olve Box —
is
� 6" Go(e
uolve �
; ; �,
. .. Qn • •�v, .aJ
���� M'� J �Resbo
Length And
As Req
,. �. vo,nis 'l.ng Moin Woler L/ne Where
..>.ed On Diawinga Anchoring Tee Shad
. Set At 45� Angle Upwords And Connecled
..:" 45" BenO Moin Wa[er Line Shall Be
. ovored Ta ProNde Sufflclenf Co✓zi As SpeNfled.
_. 4�. 'oin[s Shall Be Resfraioed Excepf ln Rvn
0/ Tee.
'. HyiYronts Shol/ 8e Set At 500" Mox Horizantal
O t O Le A Sp 5etl By F' O p tmenf
. i i m�_, .,,.., , ..n.: . .,,, . _r ea� o._.,.
vnN HArvDiCAP
/+CCESSiBLE SiGN 7
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3'-0"
Min.
0
i iJ� � .
Mueller Centuron A-923
Poi��taJ ..c �ty Ye��c
1 "-0" Min.
� Beddmg Matenol Conlormmg To
INOOT 90302, Srze No H
One B'xBL16' SoGd
Conc. 8/ock Or 6"Hlm.
Closs 9` Concrete
Bose On UntlisturDed
ground
5. Hydront ✓ol✓es must be �estrained to the tee
with either a// threatl, or an anchoring tee.
6. A/l Hydrant Stvbs must hove trorer wi�e
CITY OF CARMEL
CT,�,��I�P,�� �.�T,�,�I_S
PAINTED BWE STRIPING
4" 8WE STRIPE HAN�ICAP
vt 2'-0'�OO �qCCE551BLE SIGN
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VAN STANDARD
(PER PLAN)
NOTE kEFER TO PLAN FOR
DETAILED LAYOUT AND DIMENSIONS
TYPICAL HANDICAP STRIPING
,._.
ACCESSIBLE PARKING SYMBOL
FIRE HYDRANT
Q�`SEI��I V
WHITE SYMBGL ON BLUE BnCKGODUD
LEGEND & BORDER_ GREEN
BACKGROUN�'. WHITE
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LOCATE AS REOUESTED BY
OWNER FROM CURB AND/OR
BUILDING
9" 6' LONG PRECAST
� g-1/7„ VMEEL STOP
1 n � 2-�y5 REINFORCMG BARS
�I � �1" DRAINAGE VOID
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COMPACIED� �
SUBGRADE
2-3/4' �IAMEIER RODS
NOTE: 18" LONG PER EACH UNIT
UNLE55 OTHERWISE SHOWN, ALL SITE DIMENSIONS ARE TO BE INSTALLE� Y FROM �
TO FACE OF Cl1RB WHERE PRECAST CONC. WHEEL EACH EN� OF WHEEL STOP. �N
sroP is saEaFiEo.
STANDARD CONCRETE WHEELSTOP
NOTES'.
1. ALL LETTERS ARE 1" AERIES "C' PER MUTCD.
z sicN sHn� Hnve a eeF�craR¢eo (eNcweeRiNc ce�e) wHire
encKcaouNo wirH cReeN eeF�croaizeo �ceNo nNo aoaoeR.
�2
3_ RNE NOTIRCATION SIGN SHALL HAVE A REFLECTORRED
(eNcweeRwc cen�e) wirr� ceeeN �eceNo nNo eoeoEa_
4- CONTRACTOR SHALL VERIFY FlNE AMOUNL
5- ONE(1) SIGN REOUIRED FOR EACH PARKING SPACE
6- INSTALLED HEIGHT OF SiGN SHALL BE iN ACCORDANCE WITH
SECTION 24-23 UF THE MANUAL ON UNIFORM TRAFFiC CONTROL
oewces �Murco>.
�. ALL ACCESSIBLE FEATURES TG BE IN SiRICi ACCORDANCE WITH
A.O.A STANOARDS ANO LOCAL LAWS.
ACCESSIBLE PARKING SIGNAGE
H.. �.
CFONN CAP W/ CCNC.
1" �BOK i0P OF PIFE
s'o sro. srzc� aiae
�ilcn�vnxrzeo e vuH�o,
m�co w/ caxcacic.
a
3 XCPE CONCREIE 1" .�BO�E
k FlN191 W/ SlEE1 IRON£L.
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� II II. . ��NCREiE FWTNG
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NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0" O.C.
(MA%IMUM SPACMG) AT ALL GAS METERS, ELECTRICAL TRANSFORMERS,
ELECTRICAL SWITCH GEAR, MECHANICAL UNITS AND OTHER SUCH
DENCES WHICH ARE EXPOSED TO TRUCK OR AUTOMOBILE TRAFFIC.
CONTRACTOR SHALL PRONDE A MINIMUM OF TWO (2) BOLLARDS AT
EACH DRIVE.
CONCRETE BOLLARD
,,�
12"
1 RESERVED
PARKING
, j. �e�
$250 FINE
FiN. �anoe I
SIGNAGE
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ORIGINAL ISSUE:
10/16/2019
KHA PROJECT N0.
170110000
SHEET NUMBER
C7.�