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PROPOSED CONCRETE PAVEMENT
SEE DETAIL 01/C7.0
•
PROPOSED CONCRETE SIDEWALK PAVEMENT
1- - 1 DUN ASPHALT PAVEMENT - SEE DETAIL 02/N
1" - 30#/SYD. HMA BITUMINOUS SURFACE LATE 1 .0
3" - 330#/SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON
8" COMPACTED AGGREGATE #53 BASE ON ENGR. APPROVED
GEOGRID** ON COMPACTED SUBGRADE OR TREATED SUBGRADE.
** DESIGNATES CONSTRUCTION ALTERNATE
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PROPOSED
CENTER-UNE
GRADE
755.0
PROPOSED
TOP OF CURB
ELEVATION
754.5
PROPOSED
CURB GUTTER
ELEVATION
PLAN NOTES:
O 6-INCH STRAIGHT CONC. CURB, REFER TO CARMEL STD. DWG. 10-16
cQ COMBINED CURB & WALK. SEE DETAIL 04/C7.0
w 2-FOOT CONC. CHAIRBACK CURB Se GUTTER. REFER TO CARMEL STD. DWG. 10-14
O CONCRETE WALK. REFER TO CARMEL STD. DWG. 10-18
® 2-FOOT CONC. DEPRESSED CURB & GUTTER. REFER TO CARMEL STD. DWG. 10-23
O INSTALL INDOT "ONE WAY SIDEWALK CURB RAMP. SEE INDOT STD. DWG. DETAIL E-604-SWCR-06 ON SHEET C7.1
TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER A
TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: B36081) PREPARED BY MILLER
SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF
ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON
THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION.
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ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
1801OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING
UTILITIES ON Al SURROUNDING THE SUBJECT
SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO
LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION. CIVIL
SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE
IF THE PROPOSED IMPROVEMENTS INTERFERE WITH
ANY EXISTING UTILITY INFORMATION NOT SHOWN ON
THESE PLANS.
i`'I Ax
I I 1 1
Subject to compliance with all regulations
of State and I not Cni
e City of Cai �((��
mGU Uaws�(wA1,L
DATE: \ 06/17/19
STREET PLAN
EQUALITY BLVD. PROFILE
810
810
805
805
800
800
I
I 1 -
755
755
750
750
745
1
1745
740
1
1
11
00
to
00
740
HORS
' '
SCALE: VERT.: 1 =5
Existing Grade New Grade
SIDEWALK NOTE
ALL SIDEWALKS CONSTRUCTED WITHIN THE
PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH
STANDARD CITY OF CARMEL DETAILS.
INFRASTRUCTURE NOTE
ALL INFRASTRUCTURE SHALL BE INSTALLED IN
ACCORDANCE WITH THE LOCAL GOVERNING
AUTHORITY'S CONSTRUCTION STANDARDS.
I
I
I
ITBM #5048
BRASS PLUG FD.
ELEV.=754.86'
I
I
I
PROFILE SCALE
CARMEL ENGINEERING DEPT. NOTE
1 "=50'
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE
REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENTS CONSTRUCTION REQUIREMENTS, 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 RIGHT-OF-WAY.
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W-5 LOCAL Sa9:ET
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5' S 1' 14' * $
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TYPICAL SEC77ON
LOCAL STREET
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PAVING NOTE
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w ** MIENT
19-1e51AAE. HIM aIFALT. rwF V. 1.5 mm M
ALL PAVING IS TO BE DONE
r - 220//Aa. HMA IN1B AE W 1'. 19.0 mm M
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r-JMeVa.HMA9A9EMEV.2A9mmw
DURING ONE PAVING SEASON.
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NOTE
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE
CONTENT AND PROPERTIES OF THE SOILS ON SITE,
CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY
BE REQUIRED. SEE SHEET C9.0 FOR SPECIFICATIONS.
GENERAL NOTES
1. TEMPORARY TRAFHC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACWTY ON THIS SITE TO BE PERFORMED IN
COMPUANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
REVISION RECORD
IREVI DATE I DESCRIPTION DES BY APP BY
1 08/08/18 REV. PER INITIAL TAC REVIEW COMMENTS KPB BSC
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ATE
06/22/2018
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SCALE:
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PROJECTNUMBER
TPS.007
DRAWING NUMBER
SHEET
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