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119 120 121 122 123 124
GRADE
BACKFILL i-
_� _ +
YELLOW "CAUTION" TAPE 12
TO 18" ABOVE DUCTBANK
UNDISTURBED EARTH
3" MINIMUM CLEARANCE
R
(0
4 NUMBER OF CONDUITS
PER PLANS
COMPLETELY ENCAPSULATE DUCT
BANK WITH CONCRETE — NO VOIDS
OR POCKETS. CONCRETE SHALL
CONTAIN RED ADMIXTURE.
CE i €�
Q a a BASE SPACERS O.
AT
..._ MIN. OF 5' -0" C.
.... .... 3 :...m._ °_.. 3
....
3" MINIMUM1..... _ °
CLEARANCE i I
UNDERGROUND ELECTRICAL DUCTBANK DETAIL
NOT TO SCALE
NOT TO SCALE
SITE PLAN KEYED NOTES
O REFER TO RISER DIAGRAM FOR NUMBER /SIZES OF WIRE AND CONDUIT REQUIRED.
O FEEDER TO BE INSTALLED IN CONCRETE — REFER TO DUCTBANK DETAIL THIS
SHEET FOR WORK.
3O 60 AMP, 3 —POLE, NON— FUSED, HEAVY —DUTY DISCONNECT SWITCH IN NEMA 3R
ENCLOSURE. MOUNT DISCONNECT AT CONDENSING UNIT WITH SUITABLE STEEL
SUPPORTS A MINIMUM OF 36" ABOVE FINISH GRADE.
4O 30 AMP, 3 —POLE, NON— FUSED, HEAVY —DUTY DISCONNECT SWITCH IN NEMA 3R
ENCLOSURE. MOUNT DISCONNECT AT CONDENSING UNIT WITH SUITABLE STEEL
SUPPORTS A MINIMUM OF 36" ABOVE FINISH GRADE.
5O CONNECT NEW 4" STORM PIPING TO EXISTING CONCEALED STORM PIPING.
CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING AND
NOTIFY ENGINEER IMMEDIATLY IF LESS THAN 47
.
6O PHOTOCELL FOR CONTROL OF EXTERIOR EGRESS FIXTURE MOUNT IN CORNER OF
CANOPY WHERE SHOWN. PHOTOCELL SHALL BE CAPABLE OF DISTINGUISHING
BETWEEN ARTIFICIAL AND NATURAL LIGHT.
O7 ROUTE AND CONNECT TO EXISTING EXTERIOR LIGHTING CIRCUIT.
ROOF DRAIN SCHEDULE
1
10" THICK CONCRETE PAD, WITH REINFORCING
INSTALL ON GENERATOR
MODEL
SERVICE
STEEL AS REQUIRED, ON 6" OF CRUSHED CLEAN
SCREEN WALL (TYP.)
REMARKS
MARK
ROCK, PAD SHALL EXTEND 4" ON ALL SIDES.
NUMBER
1 15
SIZE
COORDINATE WITH GENERATOR MANUFACTURER.
BATTERY CHARGER
W
WP EXTEND AND CONNECT TO GENERATOR
3000
E
ANNUNCIATOR PANEL IN RECEPTION 102.
._.e..._ �....._ ....................................
...............................
EXACT NUMBER AND TYPE OF WIRE AS
8 WIRE `
1. PROVIDE CAST IRON DOME.
REQUIRED BY MANUFACTURER. INSTALL
` SAME IN CONDUIT.
O�
46
LN 1 48
J
GFl /WP
°
125 KW DIESEL FUELED STANDBY GENERATOR.
24 —HOUR SUBBASE FUEL TANK WITH SECONDARY
CONTAINMENT BASIN. EXACT LOCATION OF
GENERATOR SHALL BE COORDINATED WITH THE
BLOCK HEATER
W
INSTALL RECEPTACLE ARCHITECT AND OWNER.
9 7
INSIDE ENCLOSURE
AT GENERATOR FRAME
ELS
ENLARGED GENERATOR PLAN
NOT TO SCALE
SITE PLAN KEYED NOTES
O REFER TO RISER DIAGRAM FOR NUMBER /SIZES OF WIRE AND CONDUIT REQUIRED.
O FEEDER TO BE INSTALLED IN CONCRETE — REFER TO DUCTBANK DETAIL THIS
SHEET FOR WORK.
3O 60 AMP, 3 —POLE, NON— FUSED, HEAVY —DUTY DISCONNECT SWITCH IN NEMA 3R
ENCLOSURE. MOUNT DISCONNECT AT CONDENSING UNIT WITH SUITABLE STEEL
SUPPORTS A MINIMUM OF 36" ABOVE FINISH GRADE.
4O 30 AMP, 3 —POLE, NON— FUSED, HEAVY —DUTY DISCONNECT SWITCH IN NEMA 3R
ENCLOSURE. MOUNT DISCONNECT AT CONDENSING UNIT WITH SUITABLE STEEL
SUPPORTS A MINIMUM OF 36" ABOVE FINISH GRADE.
5O CONNECT NEW 4" STORM PIPING TO EXISTING CONCEALED STORM PIPING.
CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING AND
NOTIFY ENGINEER IMMEDIATLY IF LESS THAN 47
.
6O PHOTOCELL FOR CONTROL OF EXTERIOR EGRESS FIXTURE MOUNT IN CORNER OF
CANOPY WHERE SHOWN. PHOTOCELL SHALL BE CAPABLE OF DISTINGUISHING
BETWEEN ARTIFICIAL AND NATURAL LIGHT.
O7 ROUTE AND CONNECT TO EXISTING EXTERIOR LIGHTING CIRCUIT.
ROOF DRAIN SCHEDULE
1
PLAN
MANUFACTURER
MODEL
SERVICE
TOP /GRATE
WASTE
REMARKS
MARK
1 13
NUMBER
1 15
SIZE
SIZE
1 18
RD -1
WADE
3000
ROOF DRAIN
N/A
4"
1
REMARKS
7
1. PROVIDE CAST IRON DOME.
A1
1
1
16
1
1 8
9
1 10 1 11
1 12
1 13
1 14
1 15
1 16
1 17
1 18
1 19
1 20
1 21
1 1 2
3
4
5
7
Carmel Specialty
Surgery Center
R
Tenant Improvement
Meridian Crossing First Floor
11590 N Meridian Street
Carmel, IN 46032
Q
923 NE Woods Chapel Road, Suite 550
Lee's Summit, MO
v 866.700.3757 / f 866.760.3757
P
ISSUED FOR:
Permit 7 May 2012
Site Improvements 23 May 2012
N
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V. PEgRs!,�.
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No.
PE10403240 c
.o'. STATE OF
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Gastinger
Walker
Harden
Architects
817 Wyandotte
Kansas City, MO 64105
816 4218200 p
816 421 1262 f
designwithinsight.com
Electrical I Plumbing
PKMR Engineers
8801 Ballentine, Suite 200
Overland Park, KS 66214
913.492.2400 1 2437 fax
Mechanical
Wiegmann Associates, Inc.
750 Fountain Lakes Blvd.
St. Charles, MO 63301
314.409.3350
Structural
Bob D. Campbell & Co.
4338 Belleview
Kansas City, MO 64111
816.531.4144
Civil
Cripe Architects + Engineers
3939 Priority Way South Drive, Suite 400
Indianapolis, IN 46240
317.844.6777
Landscape
Vive Exterior Design
15325 Herriman Blvd.
Noblesville, IN 46060
317.773.9933
KEY PLAN