HomeMy WebLinkAboutC102 Grading Plan876.90 TC
875.40 GU
OLF CART STORAGE
4723 SQ. FT.
EFE 877.00
878.25 TC
878.25 GU
I ti'II,I, GHELN
GRADING THIS AREA
BY OWNER.
'1873.40 M.E.
876.40 TC
875.90 GUT
876.30 TC
875.80 GU
TBM north hex nut of fire hydrant at the
southwest corner of Burning Tree Land and
Crooked Stick Lane (per prior Job No.
03 -86 -171)
Elevation 867.45
IBM #1 north hex nut on fire hydrant at the
east edge of parking lot at Crooked Stick Golf
Course Club House
Elevation 87611
NOTE:
Boundary information hereon is approximate and was
established on the drawing using plat distances and
bearings holding the location of monuments found on
Lots 5 and 7 in Spring Run Estates. Uo survey work
to retrace the location of the plats was completed.
TIC
NOTE:
ALL TOPSOIL SHALL BE REMOVED
THE SOILS INVESTIGATION REPORT
TOPSOIL CAPABLE OF BEING USED
BY OWNER. ALL EXCESS TOPSOIL
TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN
BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY
ON —SITE MAY BE STOCKPILED ON —SITE IN LOCATION DESIGNATED
SHALL BE HAULED OFF —SITE AT NO ADDITIONAL COST TO OWNER
f.. I l''•I
r
I
PC1SSiBLE PRIVAlE 3
N1 ON 'INC:,
1 22
I f
I
THE INFORMATION CONTAINED WITHIN THIS DISK OR
ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER
CORPORATION'S ELECTRONIC FILES.
By accepting delivery of this Digital File, the receiver agrees to indemnify
and hold harmless The Schneider Corporation, their clients, officers, agents,
and employees from and against any damages, including but not limited to
reasonable attorney's fees, resulting from the use, distribution, change, or
modification of the information contained within without the express written
permission from The Schneider Corporation.
The receiver further understands that the information that may be included
within is subject to periodic revisions by The Schneider Corporation or the
Client and therefore the information contained within is not warranted in any
way.
i- Tic)DI...r) Af4IA
DISCLAIMER FOR THE USE OF DIGITAL FILES
ASSUMED NORTH
SCALE: 1 30
LilEcaiENED
000
835
1 000.001
000.00 TC
000.00 GUT
1
NOTE: See erosion control sequence on
sheet C801 for pre construction through
post construction requirements.
HOLEY MOLEY SAYS
ee DON'T
DIG
BLIND"
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Storm Sewer
New Storm Structure
Storm Structure Number
Subsurface Drain (sso)
Existing Sanitary Sewer
New Sanitary Sewer
(Laterals are shown for reference only)
Sanitary Structure Number
Existing Contour
Existing Elevation
Proposed Contour
Proposed Finish Grades
Proposed Finish Grades
(TC =Top of Casting; GUT= Gutter)
Swale Flowline (f[)
Flow Arrow
Utility Sc Drainage Esmt.
Existing Water Main
Existing Fire Hydrant
Existing Water Valve
Existing Utility Pole
Existing Trees
Existing Fence
c�7�TC� IfGTIitS
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO THE PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL,
INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM
SEWERS.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM 0- 1557).
ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE
LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2 IN
ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS.
10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2
DRAWN BY:
RDR
SHEET TITLE:
SHEET NO.:
100% CONSTRUCTION DOCUMENTS
DATE:
03/01 /04
DATE: 3/2?
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSI /I:
INTELLECTUAL PROPERTY OF THE SCHNEIDI C
CORPORATION, AND ARE NOT TO BE USED
REPRODUCED, IN WHOLE OR IN PART, WITH
THE WRITTEN CONSENT OF THE SCHNEID'
CORPORATION.
COPYRIGHTED BY THE SCHNI;IDER CORE
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www. schneidercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
GRADING
PLAN
PROJECT NO.:
4702.002
CHECKED BY:
ALF
DRAWING FILES:
N: \4k\ 4702 \0O2 \dwgs \020604
XREF: N: \4k\ 4702 \002 \dwgs \02 °)604 \00 %t
XREF: N: \4k\ 4702 \002 \dwgs \0206 )4 \47020 =(t
XREF: N: \4k \4702 \002 \dwgs \02 )604 \Ti±le 1
XREF:
XREF:
XREF:
XREF:
C102