HomeMy WebLinkAboutC203 - add 1.pdf
ENLARGED
SITE PLAN
C203
1" = 20'
Job No.
Date:July 6, 2012
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BENCHMARK INFORMATION
ORIGINATING BENCHMARK - HAM G-55: A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET
OUT OF THE GROUND ALONG US-31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131st STREET, 83
FEET WEST OF THE CENTERLINE SBL OF US-31 AND 19 FEET EAST OF THE R/W FENCE AT STATION
409+00. GREENFIELD DISTRICT
ELEVATION: 866.76' (VERTICAL DATUM: NAVD88)
TEMPORARY BENCHMARK - CUT "+" SET ON NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT
APPROXIMATELY 120' SOUTH OF THE NORTHEAST CORNER OF THE SURVEYED TRACT.
ELEVATION 838.76' (VERTICAL DATUM: NAVD88)
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DESCRIPTIONDESCRIPTION
SITE PLAN LEGEND
SECTION
WITHIN THE R-O-W
ASPHALT SECTION
10
CU-1/C302
CHAIRBACK
10-13/C302
STRAIGHT CURB
AC-1/C301
CURB RAMPS
AC-5A,5C,5H,5K,5N/C301
PAVEMENT SECTIONS
HEAVY DUTY
10-18/C302
PA-1H/C302
ACCESSIBLE PARKING
CONCRETE PAVEMENT
PA-2/C302, PA-3/C302
SECTION
EASMENT LINE
RIGHT OF WAY LINE
BOUNDARY LINE
GUARD RAIL
PA-2A/C301
CONTROL JOINT
EXPANSION JOINT
CJ
EJ
KEYWAY JOINT
PROPOSED SIGNS
KJ
PARKING SPACE COUNT
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND.
CONCRETE COLLAR FOR
CASTING WITHIN
ASPHALT PAVEMENT
SECTION
PERMEABLE PAVERS
PA-14C/C303, PA-21/C303
NOTE:
All paving within the existing and proposed City right-of-way shall conform
to the requirements of the Department of Engineering. Contractor shall
contact the Department of Engineering to schedule a pre-construction
meeting to review the Department's construction requirments, staff
notification requirements, required inspections for certain stages of the
work and to review the authority of the Department as it relates to work
within the existing and proposed City right-of-way.
NOTE:
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
CU-1 / C302
10-13 / C302
CU-6 / C302
PA-4 / C302
SEE ARCHITECTURAL AND STRUCTURAL PLANS
PA-3 / C302
CU-16 / C302
PA-10 / C303
PA-1 S / C302
PA-1 H / C302
10-18 / C302
PA-2 / C302
PA-11 / C303
PA-7 / C302
PA-7 / C302
AC-1 & AC-2 / C301
SI-01 / C302
PA-21 / C303
BL-1 / C301
PA-20 / C303
AC-5N / C301
S32
S31
S30
S29
S28
S27
S26
S25
S24
S23
S22
S21
S20
S19
S18
S17
S16
S15
S13
S12
S11
S10
S9
S8
S7
S6
S1
S2
S3
S4
S5
CURB RAMP - TYPE G & H W/CURB
CURB RAMP - TYPE G & H
CURB RAMP - TYPE C
CURB RAMP - TYPE A
CONCRETE RIBBON
LIGHT POLE - MATCH EXISTING FOUNDATION, FIXT. AND POLES REFER TO PHOTOMETRICS PLAN
CONCRETE STEPS
SCREEN WALL
CONCRETE RETAINING WALL
BIKE RACK, PROVIDED BY KRG
PERMEABLE PAVERS - STONE DEPTH VARIES - SEE UTILITY PLAN
DUMPSTER ENCLOSER WITH CONCRETE LANDING PAD
SIGN - STOP
ACCESSIBLE PARKING SPACE WITH SIGN
PAVEMENT STRIPING - PAINTED CROSSWALK
PAVEMENT STRIPING - STOP BAR
PAVEMENT REPAIR SECTION REQUIRED
CONCRETE PAVEMENT SECTION
CONCRETE PAVEMENT SECTION WITHIN RIGHT-OF-WAY
HEAVY DUTY ASPHALT PAVEMENT SECTION
STANDARD DUTY ASPHALT PAVEMENT SECTION
CONCRETE COLLAR FOR CASTING WITHIN ASPHALT
CONCRETE PARKING BUMPER
CONCRETE SIDEWALK
CONCRETE STOOP
COMBINED WALK AND CURB
CURB END TRANSITION
STRAIGHT CURB
CHAIRBACK CURB AND GUTTER
SITE PLAN KEY NOTE LEGEND
KEY SITE PLAN DESCRIPTION
LINE TYPE/
SYMBOL
DETAIL
REFERENCE
AC-5A / C301
AC-5C / C301
CURB RAMP - TYPE K
GUARDRAIL ON RETAINING WALL
HANDRAIL FOR STAIRS
GUARDRAIL W/HANDRAIL FOR RAMP
S33
S34
S35
S36 HANDRAIL ON WALL FOR RAMP
S37 PLANTER
S38
S39
S40
CONCRETE GUTTER
BITUMINOUS RECREATIONAL PATH
AC-5K / C301
10-16 / C302
CU-15 / C303
S41
CONCRETE JOINTS CJ-CONTROL EJ-EXPANSION KJ-KEYWAY PA-2A / C301
LANDSCAPE AREA
10-20 / C303S14PAVEMENT REPAIR SECTION REQUIRED WITHIN RIGHT-OF-WAY
AC-5H / C301
S42 TRANSFORMER PAD
S43 TRASH COMPACTOR, RJ-250SC, 15 YD AS MANUFACTURED BY MARATHON EQUIP. CO.
S44 CONCRETE SEGMENTAL RETAINING WALL
SEC-A, SEC-B, SEC-C / C304
SEC-D / C304
SEE ARCHITECTURAL PLANS
SEE ARCHITECTURAL PLANS
SEE ARCHITECTURAL PLANS
SEE ARCHITECTURAL PLANS
SEE LANDSCAPE PLANS
C304
SIZED PER DUKE, PROVIDED BY CONTRACTOR
SIMILAR TO SEC-B / C201
SEE ARCHITECTURAL AND STRUCTURAL PLANS
SEE STRUCTURAL PLANS
10-11 & 10-25 / C302CHAIRBACK CURB AND GUTTER WITHIN PUBLIC R-O-W
S45 CONCRETE FILLED PIPE BOLLARD M1-1A / C301
S46 CURB CUT EMERGENCY OVERFLOW FOR PERM. PAVERS, SEE UTILITY PLANS FOR DETAILS
S47 CONCRETE DRIVE DEPRESSED CURB AND GUTTER 10-19 / C302
NOTE: SEE EXISTING CONDITIONS PLAN FOR EXISTING SITE FEATURES LEGEND.
PA-1X / C301
S49
S48 MILL AND RESURFACE EXISTING PAVEMENT
MILL AND WEDGE EXISTING PAVEMENT PA-1Y / C301
S50 RESURFACE EXISTING PAVEMENT PA-1Z / C301