C200-Site Development Plans-C2036
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
(
D
V
W
W
K
6
W
U
H
H
W
)
L
V
K
H
U
V
,
1
SK
R
Q
H
I
D
[
Know what's
R
GRAPHIC SCALE
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. All unsuitable material and
all surplus excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to
produce the grades required on plans. Fill obtained from offsite shall be of quality as
specified for fills herein and the source approved by the Developer. It will be the
responsibility of the Contractor for any costs for fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect
trees of value and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be
consulted with respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building.
Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the
geotechnical report provided by the Developer to be excavated or filled. Topsoil should
be stored at a location where it will not interfere with construction operations. The
topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all
work under this section.
B. It shall be the responsibility of the Contractor to determine the location of existing
underground utilities 2 working days prior to commencing work. For utility locations to
be marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside
Indiana.
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE
MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE
DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF THESE
TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A
POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A
PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A
PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK
TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY R/W.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING,
AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A
CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
LEGEND
RISER TC
4" SSD TO LOT
CONSTRUCTION LIMITS
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire
project area to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade.
All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide
roundings at top and bottom of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated
above, so that field measurements and spot elevations can be verified by the Engineer.
The Contractor shall not remove his equipment from the site until the Engineer has
verified that the job meets the above tolerance.
FORM\EARTHWRK
&
2
+
6
'
5
)
'
'
1
65 4
2
4
6
'
9.'
&
'
*
8 #&+4
,
#&0+0#+''
)0 +
4
'01+.#05
(
'
2
4
1
56#6'1(
5
CONTACT:
CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT
(317) 844-9200
NOTE:
FOR STORM AND PIPE CHARTS SEE SHEET C205
STORM SEWER FOR THIS PROJECT WILL BE PUBLIC.
ALL STORM SEWERS WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE RCP CLASS III.
DUAL WALL, HANCOR
HI-Q TYPE 4 SSD
(SIZE NOTED ON PLANS)
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER
SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
DENOTES REAR PROTECTION GRADES
LOT NUMBER
PAD ELEVATION
DENOTES FRONT PROTECTION GRADES
UNDERDRAINS UNDER CURB. SEE SUMP PLAN SHEETS
C609-C611 FOR CLARITY & LABELS
MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW
CRITERIA, WHICHEVER IS HIGHER:
1. (1) FOOT ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE
WHICH EVER IS LOWEST.
2. 15" (1.25') ABOVE THE ROAD ELEVATION
3. 6" (0.5') ABOVE THE M.L.A.G
MINIMUM FLOOD PROTECTION GRADE
MINIMUM LOWEST ADJACENT GRADE
SEE SUMP PLAN SHEETS
C609-C611 FOR CLARITY
& LABELS
FLOOD STATEMENT
THIS SITE DOES LIE WITHIN A FLOODWAY OR FLOOD PLAIN
PER THEWILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED MY
CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH WOODS
ON THE SITE.
ADJACENT PROPERTIES
NORTH: AGRICULTURE
EAST: AGRICULTURE
SOUTH: AGRICULTURE
WEST: RESIDENTIAL
DRAINAGE SUMMARY
REFERENCE SHEET C206 FOR DRAINAGE SUMMARY
INFORMATION.
APPROXIMATE LIMITS OF FLOODWAY
PER THE WILLIAMS CREEK HYDRAULIC
ANALYSIS PERFORMED MY CHRISTOPHER B.
BURKE ENGINEERING, Ltd. PROJECT #07-760
APPROXIMATE LIMITS OF THE 100YR. FLOODPLAIN
PER THE WILLIAMS CREEK HYDRAULIC ANALYSIS
PERFORMED MY CHRISTOPHER B. BURKE
ENGINEERING, Ltd. PROJECT #07-760
100 YEAR BASE FLOOD ELEVATION PER THE
WILLIAMS CREEK HYDRAULIC ANALYSIS
PERFORMED MY CHRISTOPHER B. BURKE
ENGINEERING, Ltd. PROJECT #07-760
840.28
EXISTING WETLAND
XXX.X
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 #
0
.0
4
56#6'1(
&57
+#+&0 ;8 '
#41
00
&'
&
#
'
1&5 )'+
4 6+5
./
&
4'
5
'
6