HomeMy WebLinkAbout09020016 Construction Plans for Primrose School, Carmel Science & Tech Park Blk7 Lot 3 pg. 08DATE:
04/17/09
CHILDREN'S DESIGN GROUP
ACWORTH, GEORGIA
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
T: \7k \7425 \001 \dwg4801- C802.dwg
XREF: T: \7k \7425 \001 \dwgs \Titlel•dwg
XREF: T: \6k \6366 \001 \dwgs\XREF\greose trap.dwg
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LESS THAN 18 ABOVE 100
YEAR FL000 EUEVATION
OF ALL WATERWAYS
HEAVY DUTY SOLID
UD
OWNERSHIP
r
1
DATE:
04/17/09
PROJECT NO.:
7425.001
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
T: \7k \7425 \001 \dwg4801- C802.dwg
XREF: T: \7k \7425 \001 \dwgs \Titlel•dwg
XREF: T: \6k \6366 \001 \dwgs\XREF\greose trap.dwg
SHEET NO.:
EC go
LESS THAN 18 ABOVE 100
YEAR FL000 EUEVATION
OF ALL WATERWAYS
MANHOLE CASTING TABLE
LOCAMON
MODEL
COVER
18" INCHES OR RE MOVE
100 YEAR FLOOD ELEVATION
WATERWAYS Cf ALL
EAST JORDAN 1022Z1GS
OR NEENAH R -1772
HEAVY DUTY SOUD
LESS THAN 18 ABOVE 100
YEAR FL000 EUEVATION
OF ALL WATERWAYS
EAST JORDAN 1022Z1PT
HEAVY DUTY SOLID
UD
OWNERSHIP
LETTERING
PRIVATE
'SANRARY SEWER'
1/L rrwrVrCMLU
JOINT FILLER
4' -0" MIN. (SEE PLAN)
T
TRANSVERSE JOINT
5' -0" BETWEEN
TRANSVERSE JOINT
CIJ I II. IINIVI" I
a3 N2JOJ3Nd .Z/ I.
TRANSVERSE JOINTS
0
co
0
0
J
Q)
0
0)
0
0
0
c
0
0
0
3/8" x 3" STAINLESS STEEL
ANCHOR BOLTS (TYPICAL)
FINISHED GRADE
(SLOPE AWAY
FROM CASTING)
INFLUENT AND
INFLUENT --m■
/7
NOTE: TOP OF CASTING SHALL EXTEND
0.20 FEET MINIMUM ABOVE FINISHED GRADE.
UNLESS APPROVED BY HORSD. CASTINGS MUST NOT
BE WITHIN ONE CO FOOT HORIZONTAL DISTANCE
CF ANY PAVED OR CONCRETE SURFACES
rzti
irldINIMMINIMMINIMMINNINISOSSIMOMMOOP
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OUTSIDE DIAMETER 1' FOR PRE -CAST
NOTE:
1) GREASE TRAPS MUST BE SIZED ACCORDING TO THE INDIANA STATE BOARD OF HEALTH
BULLETIN S.E. 13. "ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUSJC AND
COMMERCIAL ESTABLISHMENT". SECTION 501 'GREASE TRAPS' AND PER LOCAL
REQUIREMENTS OR CODES. THE SIZING METHOD FOR ALL STRUCTURES MUST BE APPROVED BY
HCRSD.
2) SHOP DRAWINGS MUST BE SUBMITTED TO HCRSD FOR REVIEW AND APPROVAL
EXTERIOR GREASE TRAP DETAIL
orefOnned it*
t h1r
p
URFA CON
a.a
FRB CON
nmE:
1) GREASE TRAP SHALL CONFORM TO
ASTM C 478 UTIUZING 4,000 PSI
CONCRETE
2) EXTERIOR INSTALLATION MUST BE
CONCRETE OR CAST IRON.
STEEL GREASE TRAPS SHALL
ONLY BE INSTALLED INSIDE
A BUILDING.
3) CONTRACTOR MAY SUPPLY
GREASE TRAP AS MANUFACTURED BY
ZURN SERIES 2 -1170 OR JAY R. SMITH
MANUFACTURING COMPANY SERIES 8000
IF INTERIOR INSTALLATION UTILIZED.
FRAME AND COVER
T AABBLEMF'OORH MANHOLE (TYPICAL)
Provkle Z-0 aIgebralc Vietnams
exceeds 11
PAVEMENT
CTION
24" RCP RISER
CORE DRILLED OPENING
WITH RESIUENT CONNECTOR
OR CAST IN PLACE A -LOK OR
HMSO APPROVED EQUAL
(TYPICAL ALL PIPE PENETRATIONS)
EFFLUENT
*DISTANCE MAY BE INCREASED
BASED ON THE CONSTITUENTS
OF THE WASTE WATER FLOWS.
CONSULT HCRSD PRIOR TO SHOP
DRAWING SUBMITTAL
MINIMUM UQUID DEPTH MAY BE
REDUCED ON A CASE -BY -CASE
BASS AS APPROVED BY HCRSD.
TRACTION DETAIL
NO CORE MALL BE PERMITTED WITHIN 6'
OF NTERNAL OR EXTERNAL JOINTS
8" REINFORCED CONCRETE
8' MINIMUM CRUSHED f8 STONE MAT
FOR LEVELING AND SUPPORT
#2 STONE AS REQUIRED BY HCRSD FOR
UNSTABLE SOIL CONDITIONS DEPTH TO
STABLE GROUND PER HCRSD.
Provide curb as L ired
may be m i
strip, Ieyel
CHANGE OF GRADE
DETAIL OF RAMP GROOVES
NOTE
See Standard Drawing E 604- SWCR -02
for groove details.
See Standard Drawing E 604 -SWCR 02
for details of the dstedable warning.
See Standard Drawing E 604- SWCR -02
for alternate curb construction.
10. See Standard Drawing E 604- SWCR -01
and -02 for Location Plan and
General Notes respectively.
11. See Standard Drawing E 604- SWCR-02
for typical ramp construction detail.
>11
5 e.ht maximur
lJ ":P, :RIME T Of T
qgb
pAVEl i1W N
SIDEWALK CURB RAMPS
GENERAL. NOTES DETAILS
SEPTEMBER 20
Ammo DRAIMNG NO E ICR-
dL
Mow spoorio094
HANDICAPPED PARKING SIGN SEE ARCHITECTURAL SHEET X -1 FOR LOCATION)
CONCRETE WALK
WHITE STRIPE
4" WIDE
10'
8'
45'
HANDICAP PARKING STALLS
COMPACTED
SUBGRADE
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
12"
0
RESERVED
10" DNA.
NO SCALE
ACCESSIBLE
o
J
'VAN ACCESSIBLE' TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
CONCRETE WALK
SLOPE:
1/4" PER FOOT
TOOLED CONTRACTION JOINT
4" WIDE, MIN 1 3" DEPTH
6x6 10/10 WELDED
WIRE FABRIC
4' REBAR CONT.
AT TOP BOTTOM
NO SCALE
TOP OF PROPOSED
6' STANDING CURB
4" WIDE
BLUE STRIPE
HANDICAP PARKING SIGN DETAIL
(BY OWNER) NO SCALE
10'
GREEN ILLUMINATING TAPE (LETTERS)
PARKING
//t-----------BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
40 VAN
-GREEN ILLUMINATING TAPE (BORDER)
6
6
3"
INTEGRAL CONCRETE
CURB AND WALK
CONCRETE WALK
STANDING CONCRETE CURB
TRANSITION DETAIL
APPLIED
ANTI- SPAWNG
COMPOUND
1/4" R
0
N
PAVEMENT
PAVEMENT
3" to 4" (75mm TO 100mm) IHGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
4 inch
(100 mm)
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stomped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
5' TRANSITION
CURB STAMP
NO SCALE
r
I
TOP OF EXISTING
8" STANDING CURB
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE WALK THICKNESS.
SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS
OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER.
SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH.
I II U II II II II TOP SOIL MIN 3" II II II
4' -0" MIN. (SEE PLAN)
PREPARED SUBGRADE R/W LINE
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
1
r
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
A A
Ar A Ar Ar A
C7
O
co
m
c
co
D
z
-H
2J
m
3" TOP SOIL
COMPACTED
BACKFILL
4
AvAvAvAvAwAtilwAvAvAvAvAnwayinumvAwAvAvivAvanYA
2 "RADIUS
3/4"
M
24
18
USE DIMENSIONS FOR LOCAL ROADS ONLY
3" TOP SOIL
COMPACTED
BACKFILL
NO SCALE
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND /OR SIDEWALK SHALL BE SIMILAR SHAPE
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
COMBINED CURB AND GUTTER TYPE 11
24"
18"
AvormarrAvAvanwomrorgrAvAlrAvAvAvAvArrAvAverAvomtvA
vannvanorAvAmorAvAvArrAvAyAvanyAvAirAvemAvAnyammerayAv
n. ak.A.an. y
2 "RADIUS
3/4"
USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS
r-
C7
IJ
CD
P1
1 /2" PREFORMED JOINT FILLER
A:
CONCRETE PAVEMENT
A.
COMPACTED SUBGRADE
NOTES:
ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING
SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL
CONCRETE CURB POLICY.
FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4 BACK OF CURB 12 3/4'
ALL OTHER ROADS FACE OF CURB IS TO BE 7 1/2 BACK OF CURB 13 1/2'
24"
r 11/2
18°
NO SCALE
SLOPE TO MATCH ADJACENT CURB
r -CLASS "A"
CONCRETE .s'..
A
COMBINED DEPRESSED CURB AND GUTTER
3 -#4 EPDXY COATED BARS
PLACED AT 6" C. ON C.
TRANSVERSE
EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
(10' MAX. SPACING)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET.
O o °O o °O o 00 o °O o c
'0 O o O o O o O o O o
0 0 0 0 0
O. o 0. o
0 0 D.0
0 0
CONCRETE DUMPSTER PAD
A 40
0 0
°O
0 °O
O o 0
0
0 .o 0.O "0. O O• o 0
0• e c• o 0 o
0 0.0 0. 0
0 O 0 O•o O•.
o
O 0.0 0.0
PREPARED SUBGRADE PER INDOT No. 207
HEAVY DUTY PAVEMENT SECTION
44W
O
u 0••3 0•0 0•0 e O
0•0 0•o 0 .0 0. 0
o O•o O.0 0. 0 0. 0
0•o 0•o O.0 0 .O O•o 0
O 0 O 0 o O
0.e 0.0 1 '0.
o 010"010 0.0
PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION
CURB JOINT DETAIL
8" PORTLAND CEMENT CONCRETE (4,000 PSI)
6" INDOT #53 CRUSHED LIMESTONE AGGREGATE BASE INDOT Section 904
PREPARED SUBGRADE PER INDOT No. 207
0 .O 0.o
•0 o O
"0.0"0.0
0 0•0 0
°'0 1
0 •0 "0
0 0
•0
PAVEMENT
0.0
0
0.O
o O• o
0 a 0
0 0•O
e
50'
1.5" HMA (9.5 mm) SURFACE INDOT Section 400
3.0" HMA (19.0 mm) INTERMEDIATE INDOT Section 400
8" INDOT #53 CRUSHED LIMESTONE AGGREGATE BASE INDOT Section 904
1.5" HMA (9.5 mm) SURFACE INDOT Section 400
2.5" HMA (19.0 mm) INTERMEDIATE INDOT Section 400
6" INDOT #53 CRUSHED LIMESTONE AGGREGATE BASE INDOT Section 904
PAVEMENT
BIKE RACK DETAIL
CONCRETE
4000 PSI
1 1/2"r
0 0'
BACKFILL I o o.
b•� °b
0 0
VARIABLE
e D 0 0 0 0 0 0•0 0•0 0• o
04.0 0°0 0 o e °0 O s
0 0
"0•0 0°0 0°0 0°0•0°004•°0
0 0. 0 0 o 0 .o 0. e O•o O O
0. 0.o 0•o 0. 0 O e 0•o 0
O
1 '0 .O O o 010 O o 0 •o
o 0 •o 0 .O O• o 0 .O 0 .O O
0 o 0 0 11 0 o 1' 0 o 11 0 o 0 o
0 "0 0 0 •o 0 .e 0.o O•o O o
O o
O O O p O O 0 0 0 0 O
0 0 0•0 0 0.0 O.0 °0 •0 °0 •0 °0 .0
0.0 O•o O•o 0•o O•o 0
o O •o 0 ..°0 o 0 s 0 O to °0 0
1/2"r
3" OF TOP SOIL
EXISTING
GROUND
TOP OF CURB
BOTTOM OF CURB
SEE DIAGRAM 1 BICYCLE TACK TYPE ON
PAGE 5 OF CARMEL ZONING ORDIANCE,
CHAPTER 27: ADDITIONAL PARKING LOADING
REGULATIONS FOR MORE INFORMATION.
NOTE: NO BACKFILLING OF COMPACTINO MAY
OCCUR 12' FROM CURB UNTIL 5 -FULL DAYS
HAVE PASSED AFTER PLACING CONCRETE.
6'' STANDING CONCRETE CURB DETAIL
a
0 0 0°0 0 0 0
00 0 000°0
0
0 0 0 0 0 0 0 0 0 0 0 o
0 .0. 0 0 0 0 0 0 s 0 0
O o
0 0 0 0
0 0 0 0
0
0
0° 0 0 o 0• o O
0 0 0 0
O• o 0 0 o °0 .000.0o
0 0 o 0 0 o 0 O .0 00
1" #11 HAC SURFACE
2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
7,
CONCRETE 4" PRE-CAST ADJUSTING RINGS
MINIMUM (1) (TYPICAL)
PRE -CAST CONCRET
ADJUSTING RING
OR FLANGE OF
CASTING
These din)
L ardinil top otou rem el
have inaxknum arose stye of 50 1 In any
iection. When see infeasibildy
e lanittng stofte a 50 1 in any direction, the
ft tandlcuter to the curb face sled not
exceed' 50 1,
Pit ANTS STALL BE SEALED BY A 1/2" OR
APPROVED RIABLE RIM
FESN IE SEALANT (ROPE) MOWN
TO A5111 C O: COIPO6t110N
AND •1100ESS
OF MATERIAL SNAIL BE DEPENDENT CO SEASON
CF ION ANO AS ERECTED BY RCM
MALL GROUT ALL BfWRIUL JOINTS
VIHHI NO11 -•t GROUT.
TO 1 EARTH (12' MINIMUM)
EFFLUENT PIPES 01.1
GENERAL NOTES
ore a 4118 curb
be proporhonally
width may b
of
4'-0
ramp be
pavement
in
width shown, the lardng and& may b
103 "-O rninimitso. Th ing
of curb tamp may bo steepened to
a maximum of 10 1 foc De madman 6 in. dee
=°I2 kir
laitVebraic difference grade I the
of parb ;rte and the gutter Bali! be Ind to less
than 11%, If it le not practical, 0 2"•0 wide
level eheM be Teed.. soe defile skeitxh,
9, Mintrum recommended width r Affrip is 4
tD 1 t": 1 Ali 1 BE
iNbl 17c 11-1E
11. r
ark
0to8'-O
preformed joint firer
--110
SECTION B -B
A
DE T`N
RAP
StoPe 12
0to16'-0
A.TRNATE CU
Sidewalk
r
Slope 12 :1
2' -0
0
A
Pavement
INDIANA DEPARTTVI
SIDEWALK
TYP
11/0
W
a
J
w
U
c.)
w
d
W
(1)
w
CD
O
0
v
W
T A PANAle
DATE: 04/17/09
THIS DRAWNG 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 W-IOLE OR IN PART, WTHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2009)
‘ft,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone: 317.826.7100
Fax: 317.826.7300
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Name: T:V7kV425\001\dwgs\C801—C802.dwg,
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