HomeMy WebLinkAboutC100 Site and Utility PlanSJCAFFE = 755.15
5:01:20 PM6/27/2023Model:Site and Utility PlanH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C100.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET251OFBefore You Dig.Call Two Full Working Days Per Indiana State Law IC8-1-26,SJCA Inc.P RELIM IN ARY07/30/2021Field Survey:02/28/202302/28/2023Phone: (317) 566-06299102 North Meridian Street, Suite 200, Indianapolis, IN 46260NORTH TRAIL EXTENSIONWHITE RIVER GREENWAYHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION21EN019100
101
102
103
104
SAN. C.O.
TC = 755.05
INV =751.663/4" WATER SERVICE LINEEX. 12" WATER MAIN
MATCHLI
NE 'A'
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYPROP. LINEP ROP . L IN E
66.99'
65.96'65.4'
50'
50'SAN. C.O.
TC = 755.05
INV =748.54
SAN. C.O.
TC = 755.05
INV =749.58
SAN. C.O.
TC = 754.13
INV =750.62
100 LF OF 6" S
DR-35 P
VC @ 1.04
%100 LF OF 6" S
DR-35 P
VC @ 1.04
%98 LF OF 6" SDR-35 PVC @ 1.04%INV = 750.14
6" PERF. SSD
INV = 747.75
6" PERF. SSD
BOTTOM ELEV = 749.50
PROPOSED INFILTRATION BASIN
BOTTOM ELEV = 751.90
PROPOSED INFILTRATION BASINWV
E
PZZZ
GAS MARKER SIGN
WV
WV
WV
SS
INV. 12" PVC SE. = 747.31'
INV. 12" PVC NE. = 747.46'
SANITARY MANHOLE TC = 754.96'
WV
PZZZ
FIBER VAULT
RB-0
RB-0
TR
TR
BM
IPn
GPS CONTROL
CEC INCCEC INCCEC INCCEC INC
ELEV. = 756.5960'
BONNET BOLT OF FIRE HYDRANT
TBM #6: CUT "X" ON NE
R OADR IVE R WA
Y
H
A
VERT
O
N
WHITE RIVER
31+00
32+00
33+00
34+00
35+00
P.I. 28+88.59 "A"
O.P.O.C. 30+13.01, 0.02' Lt. "A"
P.T. 30+14.18 "PR-A" =
P.T. 30+14.60 "A"
E "15'95°24 N "A" ENIL
E "04'84°24 N "A-RP" ENIL
E = 17.10'
L = 257.89'
T = 131.88'
R = 500.00'
PI = 28+88.59 "A"
TAX ID: 29-10-23-000-003.000-018
INSTR. 2016025352
CARMEL/CLAY BOARD OF PARKS AND RECREATION
C100SITE AND UTILITY PLANLEGEND
GRAVEL
A/CFFE
EM
MON
SM
MAG
RB-0
GM
WM
T
CB
ASPHALT
MH
R/W
GRASS
MULCH
CB
T-P
BM BENCHMARK
R/W MARKER
CONTROL - REBAR
CONTROL - MAG NAIL
CONTROL - MONUMENT
CONTROL - STONE MOMUNENT
CATCH BASIN - ROUND
CATCH BASIN - SQUARE
GRASS AREA
MULCH AREA
PARKING BUMPER
GRAVEL AREA
ASPHALT AREA
FINISHED FLOOR ELEVATION
T-POST
POST
SINGLE POST SIGN
CONIFEROUS TREE
DECIDUOUS TREE
BUSH METER - WATER
LIGHT ON POWER POLE
A/C UNIT
POWER POLE
MANHOLE
TELEPHONE MANHOLE
FIRE HYDRANT
GUY ROPE ANCHOR
METER - ELECTRIC
METER - GAS
EXISTING SYMBOLS
PPST
WV
SITE BOUNDARY
EXISTING DRAINAGE PIPE
EXISTING CHAIN LINK FENCE
EXISTING GUARDRAIL
EXISTING TREELINE
EXISTING OVERHEAD UTILITY
EXISTING UNDERGROUND CABLE UTILITY
EXISTING UNDERGROUND ELECTRIC UTILITY
EXISTING UNDERGROUND GAS UTILITY
EXISTING UNDERGROUND SANITARY UTILITY
EXISTING UNDERGROUND WATER UTILITY
SITE BOUNDARY NOTE
KEYNOTES #
DEVELOPMENT SUMMARY
GENERAL SITE NOTES
APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
LOCAL AND STATE STANDARDS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
8. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES, UNLESS NOTED OTHERWISE.
WITH A CONTRACTION JOINT EVERY 40' OR LESS.
JOINTS, CONTRACTION JOINTS, AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS
AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY PLACED BETWEEN EXPANSION
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS
OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL.
6. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5'
ASPHALT.
MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING
5.THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT
OTHERWISE.
4. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED
4" PAINTED (BLUE).
3. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE), ACCESSIBLE ACCESS AISLES SHALL BE
SANITARY SEWERS, STORM SEWERS, AND WATER MAINS.
2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL
STARTED OR RESUMED.
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS
SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY
FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES
UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE
1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING
10. MULTI-USE PATH
CURB TURNOUT9.
ADA ACCESSIBLE SIGNAGE (1-VAN ACCESSIBLE)8.
DETECTABLE WARNING STRIP7.
DEPRESSED CURB AND GUTTER6.
INTEGRAL CONCRETE CURB AND WALK5.
CONCRETE SIDEWALK4.
CONCRETE COMMERCIAL DRIVEWAY3.
STANDARD DUTY ASPHALT PAVEMENT2.
1. CONCRETE STRAIGHT CURB
030'30'60'90'1" = 30'INFORMATION REGARDING PROPERTY BOUNDARY, EASEMENTS, AND RIGHT-OF-WAY.
SURVEY PERFORMED BY SJCA, INC. ON JULY 30, 2021. SEE RECORD SURVEYS FOR EXACT
THESE PLANS WERE PREPARED WITH SURVEY INFORMATION BASED ON A TOPOGRAPHIC
S-1ZONING:
0.56 ACRESOVERALL IMPERVIOUS AREA:
1.70 ACRESDISTURBED AREA:
SITE AREA:
1.
1.
1.
2.
3.
4.
5.
6.
7.
7.
7.
8.
9.
9.
10.
10.
4.
4.
PROP. RESTROOM BUILDING
FOR OVERLOOK DETAILS/DIMENSIONS
SEE ARCH & STRUCTURAL DRAWINGS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TO EX. SANITARY MANHOLE
CONNECT SANITARY LATERAL
PAVEMENT REPAIR
PAVEMENT REPAIR