HomeMy WebLinkAboutPLAT (PRIMARY) 1st on MAIN PP-300STORAGE
ROOMS
MAINTENANCE
PUMP ROOM TRASH
ELECTRICAL
ROOM
IT ROOMAT&T
EQUIPMENT
ACCESS
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NED1D1D1
D1
D1
D1
D DD
D
D
BB
B
B
B
B
B
B
C1
C1
C1
C1C1
ALLEY
D
D
D
J
J
JJJ
J
J
J
J J J
B
J
C
J
D
J J
G G
K
K
K
K
K J
J
J
J
J
J
J
J
J
J
J
J
G
H
H
G
S
J J
K K
J
K
J
J
F
F
F
G1
R
R
R
L
K1
Z Z Z Z Z Z
Z
Z
Z
M
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K
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J CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II
PP-300
SITE DIMENSION NOTES
SITE DIMENSION LEGEND
TYPICAL CONCRETE PAVEMENT SECTION MONOLITHIC CURB AND SIDEWALK
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK PROPOSED CONDITIONSPROPOSED CONDITIONS
STREET CUT REPAIR DETAIL
HEAVY DUTY CONCRETE PAVEMENT SECTION
TYPICAL CAST-IN-PLACE CONCRETE
RETAINING WALL SECTION
RAIL DETAIL
LOW PERMEABILITY
SUBGRADE, SLOPE TO
UNDERDRAIN
8" #2 AGGREGATE
6" #8 WASHED
AGGREGATE
1-1/2" #11 WASHED
AGGREGATE
DRAINAGE VOID,
MAX. 3/8", FILL
W/ SHARP WASHED
MASONS SAND
UNDERDRAIN PIPE
SURFACE WATER FLOW
DECORATIVE PERMEABLE
PAVER
GEOTEXTILE FILTER
FABRIC
GEOTEXTILE FILTER
FABRIC ON SIDES
(TYP.)
PERMEABLE PAVER DETAIL