HomeMy WebLinkAboutC102 Development PlanDATE:
6/18/04
PROJECT NO.:
4912.002
I
I
PARAGON CONSULTANTS LLC
3638 TURTLE ISLAND CT. WEST PALM BEACH, FL 33411
SHEET TITLE:
DEVELOPMENT PLAN
DRAWING FILES:
P :\41 \4912 \002\dwgs \0101- C104.d' g
Xres: P: \4k \4912 \001 \dwgs \4912001! -.dwg
P: \40 4912\002 \dwgs',4912002BS.dwg
-k \4912 \001 \dwgs \TOPO.dwg
SHEET NO.:
C 10
1
J
EL
)NE
DATE:
6/18/04
PROJECT NO.:
4912.002
DRAWN BY:
DBS
CHECKED BY:
SHEET TITLE:
DEVELOPMENT PLAN
DRAWING FILES:
P :\41 \4912 \002\dwgs \0101- C104.d' g
Xres: P: \4k \4912 \001 \dwgs \4912001! -.dwg
P: \40 4912\002 \dwgs',4912002BS.dwg
-k \4912 \001 \dwgs \TOPO.dwg
SHEET NO.:
C 10
(819.35)GUT:
819.45
819.35
818.85
819.2
818.80
819.05
819.00
NMI
818.85
(819.651TC
(81915)CUT
1819.401
TC
(818.90)GUT
1819.151
818.951TC
(818.45)GUT
1818.851
819.60 ITC
819.10)GUT
TC
(818. ,,0)GUT
819.15
5
17_
4
819.651TC
GUT
F l E V
1819.501
(819.00)GUT
1819.701TC
E819.20)GUT
1819.551
1819.501
1819.301
819.80 TC
819.30 GUT
18194501
819.60
81,9.25
819.85
5"
818.20
1819.351
819.20
819.3 TO
818.85 UT
819.5 TC
819.0 GUT
1819.601TC
(819.10)GUT
TC
(818.35)0.4Y E I.'I
r.
15" prp
819.35 TC
(819.35)GUT;
819.95 TC
(819.45)GUT
G
GRADE BREAK
816.48
818.95
819.25
819.6 ITC
,819.15 GUT
--H 819.80 ITC
(819.30)GUT
GRADE BREAK_:,_
818.30
:TIE INTO- "SANITAf SEW
DOWI+S'TREAM; OF MA
1817.25 fTC
(816.75)GUT
i a E t Note;
ed
0•■
TN STRE
1 bolt, on f
The roperly does
the Feat ...aergency Me,
an
817.15 ITC ME1816.93(TC
(816.65)011 M E (816.43)GUT
Flood r d Area as
shown on Flood
May 1981.
props,[ .`Y as Etho fl,
Elevation n B18.98
CURT INLET-
816.25
S d12.65
NHUL
ELL* 8
1 VD' f., E 812
TC
(818.45)GUI
TC!
1818.75)G11T
CONNECT TO
EXIST. GAS LINE
TC
GUT
EXIST: 7 4
HYDRANT`
_I,JRP INLET
--EV 815:28
PN E
816.56 TC M E
(816.06)GUT E.
E0 6
Fi
NOTE:
THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN
WAS SURVEYED BY KIMBLEY 8c PROCTOR. SURVEY
8/26/01.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
THE EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION.
UPON VERIFICATION, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER, IN WRITTEN FORM, OF ANY NOTICABLE
DIFFERENCE.
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
THE 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 AND 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 BE NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTION 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.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR
WORKER SAFETY.
9. 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.
10. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM- 1557).
11 THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES
PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR
SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS
FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
12. UNDERGROUND ELECTRIC, PHONE AND CABLE TV TO BE INSTALLED IN
4" SCHEDULE 40 CONDUIT. ALL BENDS MUST BE SWEEPS AND ENCASED
IN CONCRETE. CONDUITS MUST BE PLACED 36" DEEP MIN AND CONTAIN
A PULL TAPE FROM END TO END.
STORM SEWER INFORMATION
STR. NO. (100)
EXIST. CURB INLET
T.C. 816.25
INV. 812.65 (N (Sc S)
STR. NO. -1-°3
CURB INLET
T.C. 818.85
INV. 813.32 (E)
INV. 813.32 (NW)
STR. NO. 1 os
CURB INLET
T.C. 818.85
INV. 813.28 (SW)
INV. 813.28 (N)
STR. NO. C1o1>
EXIST. STORM MH
T.C. 816.50
EX. INV. 812.89 (W S)
EX. INV. 813.91 (NE)
NEW INV. 813.00 (NW)
STR. NO. (104)
CURB INLET
T.C. 819.00
INV. 813.62 (SE)
INV. 813.62 (NW)
STR. NO. (107)
CURB INLET
T.C. 818.95
INV. 813.53 (S)
INV. 813.53 (NW)
W
(000.00)
looao01
M.E.
(000)
IL 1000.0
G
T
E
W
STR. NO. 102)
STORM MH
W /6" ORIFICE
T.C. 818.30
INV. 813.11 (SE)
INV. 813.11 (W)
INV. 813.11 (NE)
STR. NO. (105)
CURB INLET
T.C. 818.95
INV. 813.93 (SE)
STR. NO. (108)
CURB INLET
T.C. 818.70
INV. 813.81 (SE)
LEGEND
►4
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Lateral
w /Cleanout
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grade
Storm Structure Number
Flow Arrow
Swale (0
New Water Service
Existing Water Main Hydrant
Existing Burried Electric
Existing Burried Telephone
Existing Gas
New Gas Line
New Telephone Line
New Electric Line
New Water Line
HOLEY MOLEY SAYS
"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.
ASSUMED NORTH WIHOUT NOTIFYING L THE UNDERGROUND
SCALE: SCALE: 1 20 LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
PEN
W't S O i
e-o
"1='F=1
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRI!IEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP, (2C:
Schneider
VAL
THE SCHNEIDER CORPORATION
Avon Office
6845 East U.S. 36
Suite 500
Avon, IN 46123
Telephone: 317.272.0108
Fax: 317.272.0412
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
Y
x