HomeMy WebLinkAbout32-96.32M
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LOCATION OF V SIDEWALK
TO BE DETERMINED BY
THE CITY OF CARMEL
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FOR CONTINUATION SEE SHEET C103
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SYCAMORE FARM
V SECTION 1
------ —.. -- ---- 4_1
4
11
I
12
i
i
ASSUMED NORTH
SCALE: 1"=50'
Na.er MoLer SAYS
"DON'T
DIG
BLIND"
13 I 14 1 15
GENERAL NOTES:
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING
GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF
CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY
SEWERS AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER
TRENCHES RUNNING UNDER PAVED AREAS TO BE
BACKFILLED WITH GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. SERVICE WALKS SHALL BE NON– REINFORCED
CONCRETE 4" THICK AND 4' IN WIDTH.
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL
WALK INTERSECTIONS AND BETWEEN WALKS AND
PLATFORMS. SIDEWALK SCORES ARE TO BE
EQUALLY SPACED BETWEEN EXPANSION JOINTS.
CONTRACTION JOINTS AND PERPENDICULAR
SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
e. V CONCRETE SERVICE WALK ACROSS FRONTAGE OF
EACH LOT TO BE CONSTRUCTED BY OTHERS.
9. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUC11ON TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCHMARK:
CHISELED TRIANGLE ON SOUTHWEST CORNER OF THE
116th STREET BRIDGE OVER COOL CREEK. ELEVATION = 748.85
Revisions
=890267�Z
�� : STATE OF
10� S t ,•��, \\
/1/1111NAL
CERTIFIED BY
THIS MAIM AND TIE WAS, DESNNS AND CONUM Wff#=
HM AK TIE D CLUSIVE N1EI111Ift PROPERLY OF SDDEEIOER
EII01EE1ft OORPMIM AND ARE NOT M BE USED OR RUC KM
N 1A ME OR N PART, WNW 11E OOTO CONSENT OF W#EOER
0 6PI E " RPOR CO lw
41995, SchneKler Engineering Corporation
r &bneidff
Engm,
c4c'�p
bOn
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIS • US
317- 898 -8282 Geology
317 -899 -8010 Fax
A Partnered Entity with Bohlen. Meyer, Gibson & Associates, Incorporated
C. P. MORGAN COIONNPPiES, LP.
SYCAMORE FARM SECTION 2
CARM INDIANA
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
4/18/96 985.02 DMW
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Computer Piles
1- 800 -582 -6644
A
CALL TOLL FREE
1 -800 -428 -6200
XRff- 98502PLDWG
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITFIOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING MARK.
LEGM
- Bd tang Storm sew
_ —
— —�— —
New Storm Sewer
ExistN Sanitary Sewer
- - - -- -- -
New Sanitary Sewer
---- -�
(Laterals an shorn for rswwi s only
See Sanity► Plan a Prom. for L000tfan.)
Existing Contour
E I= v
Existing Elevation w description
g
DESC
®
New Pavement Grade
®
All Other nnish Grades
t�
Corrected trades
®
Storm Structure Number
®
Sanitary Structure Number
now Arrow
Ono
Denotes Lowest Pad Elevation
00110
Denotes Fain Pad Elevation
Denotes Pads to be Butt
and Compaction Tested
_I _
6' Subsurface Drain w /4'
E
Lateral Connection & Riser
... —"
Swale (�
13 I 14 1 15
GENERAL NOTES:
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING
GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH
SUBCONTRACTOR TO VERIFY ALL EXISTING
UTILITIES AND CONDITIONS PERTAINING TO HIS
PHASE OF WORK. IT SHALL ALSO BE THE
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNERS OF THE VARIOUS UTILITIES FOR
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE
ENGINEER OF ANY CHANGES, OMISSIONS, OR
ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF
CARMEL. INDIANA SHALL APPLY FOR ALL SANITARY
SEWERS AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER
TRENCHES RUNNING UNDER PAVED AREAS TO BE
BACKFILLED WITH GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. SERVICE WALKS SHALL BE NON– REINFORCED
CONCRETE 4" THICK AND 4' IN WIDTH.
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL
WALK INTERSECTIONS AND BETWEEN WALKS AND
PLATFORMS. SIDEWALK SCORES ARE TO BE
EQUALLY SPACED BETWEEN EXPANSION JOINTS.
CONTRACTION JOINTS AND PERPENDICULAR
SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
e. V CONCRETE SERVICE WALK ACROSS FRONTAGE OF
EACH LOT TO BE CONSTRUCTED BY OTHERS.
9. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUC11ON TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCHMARK:
CHISELED TRIANGLE ON SOUTHWEST CORNER OF THE
116th STREET BRIDGE OVER COOL CREEK. ELEVATION = 748.85
Revisions
=890267�Z
�� : STATE OF
10� S t ,•��, \\
/1/1111NAL
CERTIFIED BY
THIS MAIM AND TIE WAS, DESNNS AND CONUM Wff#=
HM AK TIE D CLUSIVE N1EI111Ift PROPERLY OF SDDEEIOER
EII01EE1ft OORPMIM AND ARE NOT M BE USED OR RUC KM
N 1A ME OR N PART, WNW 11E OOTO CONSENT OF W#EOER
0 6PI E " RPOR CO lw
41995, SchneKler Engineering Corporation
r &bneidff
Engm,
c4c'�p
bOn
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226 -0068 GIS • US
317- 898 -8282 Geology
317 -899 -8010 Fax
A Partnered Entity with Bohlen. Meyer, Gibson & Associates, Incorporated
C. P. MORGAN COIONNPPiES, LP.
SYCAMORE FARM SECTION 2
CARM INDIANA
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
4/18/96 985.02 DMW
L
K
J
falllllll•
G
F
E
C
B
Computer Piles
Sheet No.
A
XREF- 98501PLDWG
XRff- 98502PLDWG
XREF- 9Ii5TOP0.DMIG
OF 19