HomeMy WebLinkAboutpg. 04 Site Plan5/3 Bank Canopy Addition
11590 North Meridian Street
Indianapolis, Indiana
11 W 111 I�i,,
f No. C,'
9901
t.il p i‘.
E OF
G
1(.1
June 22nd, 2004
Approved By: DSB
Drawn By: MJS
Date of Last Field Work:
Date Plotted:
Site Plan
Benchmark Land Services, Inc.
9855 Crosspoint Blvd Suite 110
Indianapol IN 46256
Ph. 317 -841 -150 Fax 317 -841 -1507
www. be com
Notes:
1. The contractor shall c omply with all
pertinent provisions of the Manual of Accident
Prevention in Construction issued by AGC of
America and the Safety and Health Regulations
of Construction issued by the U.S. Department
of Labor.
2. The contractor shall be responsible for
locating all existing utilities prior to
commencement of work. The contractor shall
contact the utilities company at least 72 hours
prior to commencement of work.
3. When necessary for completion of new
construction, the contractor shall repair any
damage to existing features (i. e. paving,
utilities, drainage, etc.), which are to remain at
no additional cost to the owner.
4. The contractor shall make field adjustments
as necessary to provide a smooth vertical and
horizontal transition between existing and
proposed pavements.
5. All site concrete shall be INDOT Class A 3500
PSI concrete unless otherwise stated on the
plans.
6. All site construction, materials, and features
(i.e. curbs, walks, paving, concrete, storm
drainage features, seeding, sodding, earthwork,
etc.) shall be in accordance with all city and
state standards and specifications.
7. Concrete walks, paving, and curbs shall have
a medium broom finish unless otherwise
specified on the architectural plans.
8. The contractor shall conform to all
applicable codes and regulations and receive all
required permits necessary to construction.
9. The contractor shall field verify dimensions
before ordering material. Any discrepancies
shall be reported to the owner or his
representative and resolved prior to the
commencement of work.
10. Roadway dimensions are to face of curb
unless otherwise specified.
Rev#
Date
Remarks
Project
3 -337 [5/3 Bank]
Sheet No.
4
ENVIRONMENTAL
SYMBOL LEGEND
PROPOSED FLOW DIRECTION
WATER VALVE
O STORM SEWER MANHOLE
CURB INLET
FIRE HYDRANT
O SANITARY MANHOLE
TREE
I I CATCH BASIN
T I TELEPHONE PEDESTAL
LIGHT POLE
SIGN
0 IRON PIN
GAS VALVE
GAS MARKER
UGE UNDERGROUND
UGE ELECTRIC
UGT UNDERGROUND
UGT TELEPHONE
SAN SANITARY SEWER
SAN
o FLOWLINE
GAS GAS LINE
GAS
STM STORM SEWER
STM
WTR WATER LINE
VTR
RIGHT -OF -WAY
I PROPOSED FEATURE I
EXISTING FEATURE
Parking Space Information
EXISTING 533
PROPOSED ADDITIONS 50
PROPOSED REMOVALS 39
TOTAL AFTER CONSTRUCTION 544
BUILDING FLOOR AREA 155,000 SF
PARKING RATIO REQUIRED 1 SPACE /300 SF
PARKING RATIO PROPOSED 1 SPACE /285 SF
Spot Elevation Legend:
SPOT ELEVATTIONS INCLUDE ONE OF THE
FOLLOWING NOTES. NO NOTE INDICATES A
GROUND ELEVATION.
FP FINISHED PAVEMENT
TC TOP OF CURB
TW TOP OF SIDEWALK
ME MATCH EXISTING GRADE
SX SEE SPOT ELEV. TABLE, THIS SHEET
Spot Elevation Table
SPOT FP TC
S1 853.80 854.30
S2 853.90 854.40
S3 854.10 854.60
S4 854.15 854.65
S5 854.20 854.70
S6 854.35 854.85
S7 854.58 855.08
S8 854.75 855.25
S9 854.00 854.50
S10 854.13 854.63
S11 854.35 854.85
S12 854.45 854.95
IN FEET
inch 20 ft.
GRAPHIC SCALE
Site Details (See Sheet 6):
SC Stand Curb
`CJ Heavy Duty Paving Section
SP Standard Paving Section
SW Sidewalk Detail
CP Concrete Paving Detail
Bollard Detail
Storm Sewer Details (See Sheet 6):
CB Catch Basin
Storm Sewer Details (See Sheet 6):
U® Underdrain Connection
O Cleanout
1853.0± (ME)I
1852.8± (ME)
6' WIDE SIDEWALK SW
SEE DEMO SHEEET
FOR SAWCUT 72' OF 4" P'
STORM SEWER/
INV UP =75 :44
n r INV DN =7 .00
853.70 (ME)
EXISTING BUILDING
11590 NORTH MERIDIAN
VEHICLE TRAFFIC
ARROWS (5)
854.84
854.5
855.33
855.33 TW
853.00 (ME)
853.50 TC
855.33 TW
854.15 FP
854.65 TC
853.98
854.35
854.50 FP
855.00 TC
854.22
854.80
854.76
855.53 (M
855.64 (ME)
1854.10 (ME)
52' OF 4"
STORM SEWER PVC
INV UP =751.
INV DN =750.
SEE ARCHIE RAL
PLANS FOR CANOPY
1854.161
i
"DO NOT EI\
RELOCATE DRAIN 3'
BEHIND PROPOSED
CURB
1854.51 (ME
ME FP
FP +0.5' TC
GRADE SW ALE O T
PROVIDE D GE
TO EXISTING BEEHIVE
CATCHBASIN
855.75 FP
856.25 TW
RELOCATE
SALVAGED
STOP SIGN
-4er
�cF` r
STANDARD PAVING
BOLLARD REQUIRED
CANOPY DETAIL
SCALE: 1" =20'
ATM DRIVETHRU SIGN
ili
AIC
ENVIRONMENTAL
SYMBOL LEGEND
PROPOSED FLOW DIRECTION
WATER VALVE
O STORM SEWER MANHOLE
CURB INLET
FIRE HYDRANT
O SANITARY MANHOLE
TREE
I I CATCH BASIN
T I TELEPHONE PEDESTAL
LIGHT POLE
SIGN
0 IRON PIN
GAS VALVE
GAS MARKER
UGE UNDERGROUND
UGE ELECTRIC
UGT UNDERGROUND
UGT TELEPHONE
SAN SANITARY SEWER
SAN
o FLOWLINE
GAS GAS LINE
GAS
STM STORM SEWER
STM
WTR WATER LINE
VTR
RIGHT -OF -WAY
I PROPOSED FEATURE I
EXISTING FEATURE
Parking Space Information
EXISTING 533
PROPOSED ADDITIONS 50
PROPOSED REMOVALS 39
TOTAL AFTER CONSTRUCTION 544
BUILDING FLOOR AREA 155,000 SF
PARKING RATIO REQUIRED 1 SPACE /300 SF
PARKING RATIO PROPOSED 1 SPACE /285 SF
Spot Elevation Legend:
SPOT ELEVATTIONS INCLUDE ONE OF THE
FOLLOWING NOTES. NO NOTE INDICATES A
GROUND ELEVATION.
FP FINISHED PAVEMENT
TC TOP OF CURB
TW TOP OF SIDEWALK
ME MATCH EXISTING GRADE
SX SEE SPOT ELEV. TABLE, THIS SHEET
Spot Elevation Table
SPOT FP TC
S1 853.80 854.30
S2 853.90 854.40
S3 854.10 854.60
S4 854.15 854.65
S5 854.20 854.70
S6 854.35 854.85
S7 854.58 855.08
S8 854.75 855.25
S9 854.00 854.50
S10 854.13 854.63
S11 854.35 854.85
S12 854.45 854.95
IN FEET
inch 20 ft.
GRAPHIC SCALE
Site Details (See Sheet 6):
SC Stand Curb
`CJ Heavy Duty Paving Section
SP Standard Paving Section
SW Sidewalk Detail
CP Concrete Paving Detail
Bollard Detail
Storm Sewer Details (See Sheet 6):
CB Catch Basin
Storm Sewer Details (See Sheet 6):
U® Underdrain Connection
O Cleanout
1853.0± (ME)I
1852.8± (ME)
6' WIDE SIDEWALK SW
SEE DEMO SHEEET
FOR SAWCUT 72' OF 4" P'
STORM SEWER/
INV UP =75 :44
n r INV DN =7 .00
853.70 (ME)
EXISTING BUILDING
11590 NORTH MERIDIAN
VEHICLE TRAFFIC
ARROWS (5)
854.84
854.5
855.33
855.33 TW
853.00 (ME)
853.50 TC
855.33 TW
854.15 FP
854.65 TC
853.98
854.35
854.50 FP
855.00 TC
854.22
854.80
854.76
855.53 (M
855.64 (ME)
1854.10 (ME)
52' OF 4"
STORM SEWER PVC
INV UP =751.
INV DN =750.
SEE ARCHIE RAL
PLANS FOR CANOPY
1854.161
i
"DO NOT EI\
RELOCATE DRAIN 3'
BEHIND PROPOSED
CURB
1854.51 (ME
ME FP
FP +0.5' TC
GRADE SW ALE O T
PROVIDE D GE
TO EXISTING BEEHIVE
CATCHBASIN
855.75 FP
856.25 TW
RELOCATE
SALVAGED
STOP SIGN
-4er
�cF` r
STANDARD PAVING
BOLLARD REQUIRED
CANOPY DETAIL
SCALE: 1" =20'
ATM DRIVETHRU SIGN