HomeMy WebLinkAboutC3.0 Site Plan�
E
�
�
r
. � � � �
/
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
�
�{�n„� i,.va�i_
DATE: 06��9�20
zs o �� —
� �` \
APPROXIMAIE LIMITS OF
FUNRE PARCEL
� � ' � � ��� � ���
/�j/
—ESIIMATE� IJNEWORK—
NOTINCLU�ED IN SURVC'
\ \ \ V �
�
PROPERTV LWEJ
0
�
�
n
i
EXISTING LEGEND
ASPHALT L1NE aaaryac GqNT OF BEGINNING/COMMENCEMENT
9UIL�ING LWE � TRAFFlC SIGNAL POLE
� STORAI INL£T (M)/(re) IAEASORE�/RECORO
� CURB INLET • SET RE6AR/CAP 'FIRA1 0124"
— SLOPE ARROW 6 FIBER OP➢C MARKER
e PONER POLE m POV£R MEiER
m IELEPHONE HAND HOLE/BOX
w WAIER VALVE O JUNClION BOX
SIGN � ROW MONUMENT
4 LIGHT POLE � FlNISHED FLOOR ELEVAlION
� U➢LITY POLE IEMPORARY BENCHIAARK (iBM)
SITE DATA:
TOTAL AREA: 1.54 ACRES
PERCENT IMPERNOUS: ]8.95R
ALL PAVING WITHIN THE EXISTING AN� PROPOSE� CIiY
RIGHT-0E-WAV SHALL CONGORM TO THE REOUIREMENTS OF
RiE �EPARIMENT OF ENGWEERING. THE CONTRACTOR SHALL
CONTACT THE �EPARTMENT �F ENGMEERING TO SCHE�l1LE A
PRE-WNS1RUCilON MEETING TO REVIEW THE �EPARTMENYS
CONSTRUCTION RE�IIIREMENTS. STAFF NOIIFlCATION
REQUIREMENTS. RE�UIRED INSPECTIONS FOR CERTAIN STAGES
OF THE WORN AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE E%ISTING
AND PROPOSED RIGHT-0E-WAY.
\ \\ �
14 � �..': \
,
o'� \� �
\ 11
/ �
/ \
����
/ 8 \
I s ��� �
O B \
0
m.
� z � \
I e \
� � \ / \
i
Y �
�
� ��
�
�
BENCHMARKS
SITE BENCHIAARKS:
(LOCATONS SHOWN ON SURVEY)
UNLE55 OTHERWISE NOTEq ELEVATIONS SHOWN HEREON ARE BASED UPON THE 1988
NORTH AMERICAN VERTICAL DATUM (NAVD88). IT IS MY OPINION THAT THE
UNCERTAINTY IN THE ELEVATION OF THE PROJECT BENCHMARK DOES NOT EXCEED
o.,o Foor.
TBM$1: SEf MAG NAIL IN SIDEWALK ALONG EASTBOUN� W. CARMEL ORIVE.
ELEV. = 843.12
TBM$2: SET MAG NAIL IN BACK-0FCURB OF LANDSCAPE ISIAND AT THE
IMERSECTION OF ENTRANCE OFF OF W. CARMEL DRIVE AND THE SITE'S INTERNAL
PERIMETER ACCE55 DRNE.
ELEV.= 839.16
TBM�3: SEf MAG NAIL IN PAVEMENT M SOUTHWEST CORNER OF SITE.
ELEV.= 838.05
NORTH
GRAPHIC SCALE IN FEET
0 15 30 60
KEY NOTES
O1 CONCRETE CURB, TVP. (SEE DETAILS)
O2 24" CONCRETE ROLL CURB & GUTTER (SEE DETAILS)
O3 DEPRESSED CURB
O4 MONOLITHIC CURB/WALK (SEE OETAILS)
OS ACCESSIBLE PAVEMENT MARKINGS. TVP. (SEE DETAILS)
O6 ACCESSIBLE PARKING SIGN, TVP. (MUTCD R�-8. SEE DETAILS)
O] 4" WIDE PAINTED WHITE SOLIO LWE, TW.
OB CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP.
O9 LIGHT POLES SHOWN FOR COORDINATION ONLY (SEE SITE LIGHTING PLAN)
10 BIKE RACK (SEE DETAILS)
11 2' WIDE TACTILE WARNING STRIP
12 ACCESSIBLE RAMP (SEE DETAILS)
13 3-FT TRANSRION CURB
14 CONCRETE SIDEWALK, TW. (SEE DETAILS)
15 CONCREIE FLUME (SEE DETAILS)
i6 BOLLARD, TW. (SEE DETAILS)
GENERALNOTES
1. ALL DIMENSIONS REFER TO THE FACE OF CURB UNLE55 OTHERWISE NOTED.
2 BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDING UNLE55
OTHERWISE NOIED.
3. REFER TO ARCHITECNRAL AND SIRUCTURAL PLANS TO VERIFY ALL BWLDING
DIMENSIONS.
4. RA011 ADJACENT TO PARKING STALL ANO NOT DIMENSIONED ON THIS PLAN
SHALL BE 3-FEET. TWICAL.
5. SEE MEP PLANS FOR SITE ELECIRICAL DRAWINGS.
6. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED UNLE55 OTHERWSE
NOTED.
PAVING AND CURB LEGEND
�STANDARD Ol1TY ASPHALT PAVEMENT
SEE CONSTRIlCTION pETAILS FOR PAVEMENT SEClION
�CONCRETE SIDEWALK
SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTION
•SEE ARCHITECNRAL PLANS FOR SCOURING PATTERN
�HEAW DUTY CONCREIE PAVEMENT
SEE CONSTRUCTION DETAILS FOR PAVEMENT SECTON
�SEE ARCHITECNRAL PLANS FOR SCOURING PATTERN
STANDARD CONCRETE C11R6
� CONCREiE DEPRESSED CURB
PARKING SUMMARY
EXISiING SPACES LOST = 22 SPACES
A��IlIONAL SPACES PRONDED = 5J SPACES
NET SPACES PROVIDED = 35 SPACES
ACCESSIBLE PARKING SPACES REQUIRED = 2 SPACES
ACCESSIBLE PARKING SPACES PRONDED = 2 SPACES
BICYCLE PARKMG SPACES REQUIREO = 4 SPACES
BICYCLE PARKMG SPACES PROVIDEO = 4 SPACES
>>
U U
N
Z
w
�
f
O
U
Y
U
� �
2 ��
^ �u
�A' i amrc
W �i}
� _ °ionw
o wa..i
i o aa�
�N
o �
Z o UZ Q
T m
m T
Q m p
.( �"e'�WsRreco�r��
N0.
* �� PE11400406 '�. *
'� � SIRi Cf :�� �'
�O�Fr_ rxoinxn.'...C���
i
�
..
�
`
Q
J
d
W
�
�
0
� �
W LJJ
� �
Vl w
Y U
�
J
ORIGINAL ISSUE:
KHA PROJECT N0.
170110000
SHEET NUMBER
C3.0