HomeMy WebLinkAbout03090025 St. Christopher Episcopal Church Exapnsion pg. WTOPSOIL
STOCKPILE AREA
P t°
TEMPORARY STONE
DRIVE
CONSTRUCTION UMITS
AND SILT FENCE
(TYP.)
TEMPORARY
STONE DRIVE
(PHASE 1)
LY CURBED
T PARKING
24 SPACES
90' -0' UTILITY
Drain Vent Pipe
Marker Sign
EXIST. UGHTPOLE
TO REMAIN
CONNECT
TEMPORARY
STONE DRIVE
TO EXISTING
PARKING LOT
1/2" Pipe Fo
3/4" Pie Found
GAS GAS GAS
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AS
1/2" Pipe Found 0.1'
North of R/W Line
GAS GAS GAS
p
w
Point of Beginnin
1
1
1
7
1
w
GAS GAS
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i
GAS
1
GAS GAS
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C\,
GAS
5/8" Rebar 1/2" Pipe Found
w /Cap Set 0.4' South of R/W Line
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1
H
w
GAS
APPROXIMATE LOCATION OF ENTRANCE
TO 'ALEXANDRIA OF CARMEL' DEVELOPMENT
BY PAUL I GRIPE. FOR FURTHER INFORMATION
CONTACT PAUL DONICA W/ CRIPE 0 317 842 -6777
GAS
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131st Street
J
1
CONSTRUCTION UMITS
AND SILT FENCE
(TYP.)
--7
FIRE HYDRANT 4 4 0
o:
EXISTING 16.5' Half Right of Way
GAS GAS GAS GAS -GAS
Ott—
w
1
GAS GAS
H—
1
FIRE HYDRANT,
SEE DETAIL ON
SHEET C5.01
816 WATT UNE
1
J
TEE AND ONP FOR
PHASE 2 CREASE TRAP
3
COORDINATE wmi
PLUMBING
lb
GAS GAS
CONNECT TO EXISTING
20 WATER MAIN
(OWNED OPERATED BY
1 DINNAPOL6 WATER CO.)
NIOND
T�
CONSTRUCTION UMITS
3 AND SILT FENCE
CONNECT TO DUSTING
w
GAS OH GAS _GAS
CONNECT TO 'FUTURE'
CARMEL SEWER EXTENSION
PROJECT TO BE COMPLETED
MAY 2004
GAS
N 90'00'00" W 674Q0'
PHASE 1 GRADING, UTILITY, AND EROSION CONTROL PLAN i t
871 870
FL= 868.63'
s
GAS
868
GAS
2O6' -3'
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GAS
NEMO
1
o
sbco
I o
M
I
of
0
10
0
0
1/2" Pipe Found
1 v)i 0.20' East of Line
MINN
1
1
1
1
1
1
1
1
0
L"
1
o3 1 1
00
1
5-- GAS
;0
GA6H
"Ni
1
1 1
1 I I
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co
Y ou Line
Fence Post q)
NOTES
1. PROVIDE POSmVE DRAINAGE IN ALL AREAS. PAVING
CONTRACTOR TO SHALL TEST FOR ANY POUNDING AREAS
AFTER INSTALLATION AND CORRECT DEFICIENT AREAS.
2. PROVIDE SMOOTH TRANSMONS FROM NEW AREA TO EXISTING
FEATURES AS NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS
THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE
SHALL BE PROPERLY SEALED WITH TACK COAT MATERIAL
THIS INCLUDES NEW ASPHALT WHICH HAS COOLED OR
BETWEEN UFTS.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHILE EXCAVATING AROUND EXISTING TREES SO AS
NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE
DAMAGE TO THE ROOT SYSTEM.
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR
CARE WHEN EXCAVATING IN OR AROUND EXISTING
UTIUTY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY THE UTILITY CONTRACTOR AND /OR
UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING
CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1_/_2"
BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED
ACROSS THAT SEEDED AREA.
LEGEND
GAS
w
FIRE HYDRANT
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS
ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY
THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR
SUPPLIERS THESE AREAS SHALL BE RESURFACED OR
RECONSTRUCTED AT LEAST TO THEIR ORIGINAL
CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED.
8. NO GRADING, EXCAVATION, OR STOCKPIUNG SHALL OCCUR
WHEN THE AREA IS MARKED AS A LEGAL DRAIN.
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OH
b
1
PROPOSED
PROPOSED PHASE 1 CONTOURS
EXISTING CONTOURS
IXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
D(ISTING OVER HEAD UTIUtY
TOP OF CURB
TOP OF PAVEMENT
PROPOSED CULVERT
FLOW UNE ELEVATION
FLOW DIRECTION
PROPOSED SIGNA6E
PROPOSED SANITARY MANHOLE
BAIL DITCH FILTER, DETAIL ON C5.02 2
SILT FENCE AND CONSTRUCTION LIMIT,
SEE DETAIL ON C5.02
PROPOSED SIDEWALK
PROPOSED PHASE 1 BUILDING
ALL GRASS AREAS DISTURBED
BY CONSTRUCTION OPERATIONS
SHALL BE RESTORED WITH
TOPSOIL AND SEEDING
CONSTRUCTION LIMITS SET BY
EXTENTS OF SITE CLEARING,
GRUBBING, AND DEMOUTION.
SEE SHEET C1.01
WOOLLEN, MOLZAN
AND PARTNERS, INC.
ARCHITECTURE
47Sauth Pennsylvania Sheet Suite 1000 Indianapolis, IN 46204
317.632.7484. 317.687.2064 (fox) www.woclenmolzon.00m
Ova /Structural Engineers
ARSEE ENGINEERS, INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038-9459
Telephone: (317) 594 -5152
Fax: (317) 5949590
E -mall:
Imodlln@arsee-englneers.com
Mechanical Sadden! J Plumbing Engineers
R.E. Dimond
and Associates, Inc.
Consulting Engineers
732 North Capitol Avenue
Indianapolis, Indiana 46204
Telephone: (317)634 -4672
Fax:
(317)638 -8725
A ADDED FIRE HYDRANT AND CONNECTIONS 2/16/04
A■, ADDED PHASED EROSION CONTROL PLANS 2/20/04
L RULE 5 CLARIF=ICATIONS 3/11/04
Ai REVISED PER HAMILTON COUNTY/ 3/29/04
COY OF CARMEL COMMENTS.
SIGNED AND SEALED
4-10
t LIN
U
z"
aGn
Certified by
Drawn
MAG
hheet No.
.5e)
1.0 vi c
0 2
ti11 ose
Liu
CONSTRUCTION
DOCUMENTS
PHASE 1
"ts■N A E l.>,
L IM U.
g' 10001109 ix=
STATE OF ;14
Vt,etica,
OCTOBER 27 2003
Modred
VAE
F 1 GRADING,
UTILITY, AND EROSION
CONTROL PLAN