HomeMy WebLinkAbout07050002.11 C700 Site DetailsCONCRETE WALK VARIES 2' -0" TACTILE
W /BRUSH FINISH WARNING TILES
FACE OF BUILDING
,1/2- DEPTH SEALANT ON
J1 /2" THK. EPANSION
OINT MATERIAL
v
6" 13' -0" CONCRETE DRIVE 8' -0" ISLAND
13' -0" DRIVE 8" 2' -0" TACTILE
W /BROC►MED FINISH WARNING PAVERS
1/2" DEPTH SEALANT ON TOOLED CONTROL JOINT 3' -6" CROWN 6" 1" R. AND RUBBED FINISH
1K2" THK. EXPANSION FACE & TOP OF CURB
J INT MATERIAL 3/8" WASH
4" X 8" X 3 1/8" PAVERS
' + ::a _ s � .'' d' :.. a .'4 ...• :.'. "OTTAWA CREEK II"
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4.
BITUMINOUS SETTING BED 4" X 8" X 3 1/8" PAVERS
TOP OF CONCRETE FOR GARAGE STRUCTURE "CONCRETE GRAY"
UNDER SEPARATE CONTRACT
CONCRETE DRIVE - BASE BID
PAVER
DRIVE -
ALTERNATE BID
STREET SECTION OVER PARKING GARAGE
SEE PLAN
FOR PAVING
PATTERN
NTS
10 EQUAL SPACES 0 0.17" C/C
FENCE BAND W /LATCH BAR
)ED AND GROUND SMOOTH
RDINATE POST LOCATION
EIGHT TO MEET GATE
H. PAINT TO MATCH POST.
0
I
4
NOTE:
REQUIRED AT TWO DUMPSTER POSTS
WHERE NOTED.
GATE LATCH PIN
NTS
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DETAIL 1 FIELD LEVEL DOME PLAN —TILE DETAIL 1
NTS COVERAGE = 41 POINTS NTS NTS
PER SQUARE INCH
TACTILE WARNING TILE DETAILS r
NTS
RRIER
co
I
VARIES
4" X 8" X 3 1/8" PAVERS
"OTTAWA CREEK II"
TOOLED CONT. JTS.
C�UU NTS C700 NTS
4" CONCRETE WALK 4" X 8" X 2 1/4" PAVERS. SEE PLAN
SEE DETAIL 09/C700 FOR PATTERN.
TOOLED EDGE
1/2" DEPTH JOINT SEALANT ON 1 " SAND PAVER SETTING BED <
1 /2" THK. EXPANSION JOINT MATERIAL TOOLED CONTROL JTS. -4" FIBROUS REINFORCED CONCRETE FIN. GRADE -
1/8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH &
SLOPE i "AFOOT I,MAX•) 24" W. TACTILE SEE DETAIL 18/C700 DEPTH &EXP. JTS. ® ®40� 0'� OOCC MAX.X
t y WARNING PAVERS APPLIED ANTI SPALLING
COMPOUND SEE DETAIL 08
a 3' TOPSOIL
_ 0700 _
(.II( =1I1= 1I1 =1I(_ _ `' I •':'. '•-...�.,.• NOTE: CONTROL JTS. &
I —III =111 =III III -) I ° • � • • •• • • • •• • _ � EXPANSION JTS. SPACING
4" MIN. COMPACTED AGGREGATE BASE MAY VARY. THE DIMENSIONS
COMPACTED SUBGRADE IIIL I (� 1 =1 1= III -II _ _ _ _ _ _ • 1 ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
- - = III =III= III= III = III -ITI == III -iJ =1 -I EITHER INDICATED OR IMPLIED.
RAMP LENGTH PER PLAN �I - COMPACTED 11= III = III =1=1 III- III = 1111= „Illlill
6 SUBGRADE =1j1-�I(- III - III - 111= ��� =���= 4' COMPACTED AGGREGATE BASE
APPLIED ANTI -
SPALLING COMPOUND
6 >• -1” R. RUBBED FINISH
FACE & TOP OF CURB
/-PVM
T. .
A
U_21
4 "1 6"
D
APPLIED ANTI -
SPALLING COMPOUND
1" R. RUBBED FINISH
FACE & TOP OF CURB
"Fl /4" BATTER TOP
PVMT. `D
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—III —I I
COMPACTED
SUBGRADE
PAVER RAMP /TACTILE WARNING DETAIL 1s 4" CONCRETE PAVEMENT 39 CONCRETE CURB DETAIL rO2
NTS
r/-FACE OF BUILDING OR CONCRETE
1/2" DEPTH JOINT SEALANT ON
1/2" THK. EXPANSION JOINT MATERIAL
NTS
C700 NTS C700 NTS C700
BLDG. FACE 1/2" PREFORMED
FILL W /JOINT SEALANT 4' BROOM FINISH CONCRETE SEE PLAN FOR EXXPANSION )
PAVER TYPE A 1 (SEE DETAIL)
SLOPE 1/2 RADIUS ROUND
SET PAVER 1/4" HIGH = 4" CONC. SLAB TOOLED EDGE (TYP.)
/ STOOP LEVEL W/ W/ 6X6 10/10 APPLIED ANTI
8" `�' " • ' FINISH FL. ELEV. .W.F. W /BROOM SPALLING COMPOUND
WEEPHOLES ® FINISH
16" O.C. TYP. _ • • •� » SLOPE PER PLAN
ll JLr— •�11= 11�IIt ." ..... . . ''�.. r'(. �1 ���!.. �.!,�.� :� r »��. •.i;�.:• .ri•. •'i .•,�.: r. i., �• 1 �• � .•
X11- 11= II�II -11. 1 -11. 11-11-11 ••' • :� :�:. �:: ;�.�;..y :..� .�� N f�� , •
'II�II "�11 =11. =III '11- 11 =11: Il =`L�- ��'� — •' •—• — — — .:..� '".:� • ;:.!;� �:� �:•�� • • � �� • �
71: II c 1, =11= 11-11: II. 11' ' ' "•• • •••••.'• •�' •• �•
WIN
p11:- 11.- 11= 11.- 11. ���11.- 1_'•,- 11----, �n.- �l- n- r, �a•. �I��I,r- an.- u,- n,;�n,- n- n. -��.- =n =n =- ncl�''�.
COMPACTED AGGREGATE
COMPACTED SUBGRADE
4" X 8" X 3 1/8" PAVERS. SEE PLAN
FOR PATTERN•
—1" SAND PAVER SETTING BED EXISTING PAVEMENT SURI
1/2" DEPTH JOINT SEALANT ON 1/2- NEW 1" BITUMINOUS
F51_0" TYP. THK. EXPANSION JOINT MATERIAL SURFACE COURSE (11
6" CONCRETE SLAB WITH CONCRETE FILL E AS
2' -0" 6" 4' -0" 6 "' REQ'D FOR DRIVE
FIBROUS REINFORCING CONSTRUCTION
- _ SLOPE 1/4" /FOOT
4
FILL WITH CONCRETE WEEPHOLES 0 16" O.C.
1" ASPHALT SURFACE COMPACTED SUBGRADE 3 0 #4 BAR
4" MIN. COMPACTED AGGREGATE BASE PAVEMENT SUBDRAIN
PAVER WALK 0 DRIVEWAYS
NTS
WEE I
:30" DI
6" I.D. STANDARD WEIGHT
STEEL PIPE FILLED W/ CONC.
& PAINTED W/ 2 COATS
ALIPHATIC POLYURETHANE
COATING, (COLOR TO BE
SELECTED BY ARCHITECT).
i-1" WASH
CONC. FOOTING
n X3/8" UNC SET SCREWS (30 120•)
TREAT W /SILICONE OR SPRAY PAINT
NUT & WASHER
1" ROUND ROD W /THEADED ENDS
4 1/2" 0.01 STD. WEIGHT STEEL PIPE
_ FILLED W /CONCRETE
RELIANCE FOUNDRY #R -7539, 36" BOLLARD
I
DUCTILE IRON, POWDER COAT BLACK.
l 1 /2" EXPANSION JOINT
. • ., CONCRETES FOOTING
O
_ III
_
NTS
MIN. TOPSOIL
6"
1/8" WIDE, MIN.
3/5/07
TOPSOIL DEPTH PER PLAN
1" DEPTH
FACE OF CURB DIMENSION
4" CONC. SLAB
TOOLED CONTROL JTS.
6" FIBROUS REINFORCED CONCRETE
SEE DETAIL
1/8" WIDE, MIN.
PAVEMENT W /BROOM FINISH
09
1 -1/8" DEPTH
CONTROL JTS. 0 12' -0" O.C. MAX.
C700
FOR DRIVE CONSTRUCTION
& EXP. JTS. ® 40' -0" O.C. MAX.
tO W /BROOM FINISH
APPLIED ANTI SPALLING
COMPOUND
SEE DETAIL 07
C700
�
. ..
L JTS. &
NOTE: CONTROL
—T
.o PA TS. SPACING
EXPANSION J
COMPACTED SUBGRADE
•
MAY VARY. THE DIMENSIONS
-)
�o > ABOVE ARE MAXIMUM. SEE
PAVEMENT.
=1W;
PLANS FOR ANY VARIATIONS
NTS
jj�-_1T
I M — Lif- -i�f 6&1r = T =L =1If EITHER INDICATED OR IMPLIED.
1i I(—
- = =111 =T .1 COMPACTED AGGREGATE BASE
C7000/
�T=
6" CONCRETE
PAVEMENT o8
INTEGRAL
C�UU NTS C700 NTS
4" CONCRETE WALK 4" X 8" X 2 1/4" PAVERS. SEE PLAN
SEE DETAIL 09/C700 FOR PATTERN.
TOOLED EDGE
1/2" DEPTH JOINT SEALANT ON 1 " SAND PAVER SETTING BED <
1 /2" THK. EXPANSION JOINT MATERIAL TOOLED CONTROL JTS. -4" FIBROUS REINFORCED CONCRETE FIN. GRADE -
1/8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH &
SLOPE i "AFOOT I,MAX•) 24" W. TACTILE SEE DETAIL 18/C700 DEPTH &EXP. JTS. ® ®40� 0'� OOCC MAX.X
t y WARNING PAVERS APPLIED ANTI SPALLING
COMPOUND SEE DETAIL 08
a 3' TOPSOIL
_ 0700 _
(.II( =1I1= 1I1 =1I(_ _ `' I •':'. '•-...�.,.• NOTE: CONTROL JTS. &
I —III =111 =III III -) I ° • � • • •• • • • •• • _ � EXPANSION JTS. SPACING
4" MIN. COMPACTED AGGREGATE BASE MAY VARY. THE DIMENSIONS
COMPACTED SUBGRADE IIIL I (� 1 =1 1= III -II _ _ _ _ _ _ • 1 ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
- - = III =III= III= III = III -ITI == III -iJ =1 -I EITHER INDICATED OR IMPLIED.
RAMP LENGTH PER PLAN �I - COMPACTED 11= III = III =1=1 III- III = 1111= „Illlill
6 SUBGRADE =1j1-�I(- III - III - 111= ��� =���= 4' COMPACTED AGGREGATE BASE
APPLIED ANTI -
SPALLING COMPOUND
6 >• -1” R. RUBBED FINISH
FACE & TOP OF CURB
/-PVM
T. .
A
U_21
4 "1 6"
D
APPLIED ANTI -
SPALLING COMPOUND
1" R. RUBBED FINISH
FACE & TOP OF CURB
"Fl /4" BATTER TOP
PVMT. `D
Q
.d
I
e
—III —I I
COMPACTED
SUBGRADE
PAVER RAMP /TACTILE WARNING DETAIL 1s 4" CONCRETE PAVEMENT 39 CONCRETE CURB DETAIL rO2
NTS
r/-FACE OF BUILDING OR CONCRETE
1/2" DEPTH JOINT SEALANT ON
1/2" THK. EXPANSION JOINT MATERIAL
NTS
C700 NTS C700 NTS C700
BLDG. FACE 1/2" PREFORMED
FILL W /JOINT SEALANT 4' BROOM FINISH CONCRETE SEE PLAN FOR EXXPANSION )
PAVER TYPE A 1 (SEE DETAIL)
SLOPE 1/2 RADIUS ROUND
SET PAVER 1/4" HIGH = 4" CONC. SLAB TOOLED EDGE (TYP.)
/ STOOP LEVEL W/ W/ 6X6 10/10 APPLIED ANTI
8" `�' " • ' FINISH FL. ELEV. .W.F. W /BROOM SPALLING COMPOUND
WEEPHOLES ® FINISH
16" O.C. TYP. _ • • •� » SLOPE PER PLAN
ll JLr— •�11= 11�IIt ." ..... . . ''�.. r'(. �1 ���!.. �.!,�.� :� r »��. •.i;�.:• .ri•. •'i .•,�.: r. i., �• 1 �• � .•
X11- 11= II�II -11. 1 -11. 11-11-11 ••' • :� :�:. �:: ;�.�;..y :..� .�� N f�� , •
'II�II "�11 =11. =III '11- 11 =11: Il =`L�- ��'� — •' •—• — — — .:..� '".:� • ;:.!;� �:� �:•�� • • � �� • �
71: II c 1, =11= 11-11: II. 11' ' ' "•• • •••••.'• •�' •• �•
WIN
p11:- 11.- 11= 11.- 11. ���11.- 1_'•,- 11----, �n.- �l- n- r, �a•. �I��I,r- an.- u,- n,;�n,- n- n. -��.- =n =n =- ncl�''�.
COMPACTED AGGREGATE
COMPACTED SUBGRADE
4" X 8" X 3 1/8" PAVERS. SEE PLAN
FOR PATTERN•
—1" SAND PAVER SETTING BED EXISTING PAVEMENT SURI
1/2" DEPTH JOINT SEALANT ON 1/2- NEW 1" BITUMINOUS
F51_0" TYP. THK. EXPANSION JOINT MATERIAL SURFACE COURSE (11
6" CONCRETE SLAB WITH CONCRETE FILL E AS
2' -0" 6" 4' -0" 6 "' REQ'D FOR DRIVE
FIBROUS REINFORCING CONSTRUCTION
- _ SLOPE 1/4" /FOOT
4
FILL WITH CONCRETE WEEPHOLES 0 16" O.C.
1" ASPHALT SURFACE COMPACTED SUBGRADE 3 0 #4 BAR
4" MIN. COMPACTED AGGREGATE BASE PAVEMENT SUBDRAIN
PAVER WALK 0 DRIVEWAYS
NTS
WEE I
:30" DI
6" I.D. STANDARD WEIGHT
STEEL PIPE FILLED W/ CONC.
& PAINTED W/ 2 COATS
ALIPHATIC POLYURETHANE
COATING, (COLOR TO BE
SELECTED BY ARCHITECT).
i-1" WASH
CONC. FOOTING
n X3/8" UNC SET SCREWS (30 120•)
TREAT W /SILICONE OR SPRAY PAINT
NUT & WASHER
1" ROUND ROD W /THEADED ENDS
4 1/2" 0.01 STD. WEIGHT STEEL PIPE
_ FILLED W /CONCRETE
RELIANCE FOUNDRY #R -7539, 36" BOLLARD
I
DUCTILE IRON, POWDER COAT BLACK.
l 1 /2" EXPANSION JOINT
. • ., CONCRETES FOOTING
O
_ III
_
NTS
MIN. TOPSOIL
MARKETING
URCES ACORN
RESOURCES MODEL
1" ROUND ALUM.
TUBE) SSB BRACKET ARM
E &S MARKETING RESOURCES
MODEL_ 14 -3 —SM POLE
SHAFT 3" O.O. 1/8"
WALL, POWDER COATED
ALUM. ROUND TUBE
GRADE
0
- COMPACTED SUBGRADE DOWN CONTINUOUS ALLRN 6..
NTS
NTS
NTS
3 SIDES 5' -0" SUBSOIL COMPACTED
CONCRETE STOOP DETAIL 03
NTS C700
EXISTING PAVEMENT SURFACE
NEW 1" BITUMINOUS
SURFACE COURSE (11B)
6" CONCRETE SLAB CONCRETE GUTTER
W /FIBROUS REINFORCING PER DETAIL 02/C200
1/2" DEPTH JOINT SEALANT ON 1/2"
THK. EXPANSION JOINT MATERIAL a
TACK COAT
C COURSE 1" SURFACE SE 12 INDOT C R
2" BINDER COURSE ( #9 INDOT)
6" STONE BASE ( #53 INDOT)
i 3 ® #4 BAR
COMPACTED & WELL CONCRETE FILL AS REQ'D
DRAINED SUBSOIL FOR DRIVE CONSTRUCTION
4" MIN. COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
ALT PAVING 1, CONCRETE DRIVE DETAIL
C700 NTS
TACK COAT
1 1/2" SURFACE COURSE ( #12 INDOT)
2" BINDER COURSE ( #9 INDOT)
3 1/2" BASE COURSE ( #5D INDOT)
7" NONE BASE ( #53 INDOT)
4" STONE BASE ( #2 INDOT)
COMPACTED & WELL
DRAINED SUBSOIL
POLE CENTERLINE
2'�• SEf TOP 114"
24" S BASE: 6.. ABOVE CURB
CONCRETE CURB
OTHER - °
..�.,.,.. '4,
TO TRAF. °4
SIGN
a a
° a
E &S MARKETING RESOURCES 311 -111 I —I ° d4
MODEL III SSSt /SSS2/
TCS /STREET AND TRAFFIC
CONTROL SURROUNDS (1" ° °
SQUARE ALUM. TUBE WITH
1/8" FLAT ALUM. POWDER
COATED BACK) CONCRETE LIGHT POLE BASE
t /s" ALUM. SIGN BLANK SEE ELECTRICAL PLANS
INSERT WIiH REFLECTIVE PVC CONDUIT, SEE
VINYL GRAPHICS AS PER
CARMEL D.O.T. ELECTRICAL PLANS
�_u u u
STREET SIGNAGE DETAILS r2O
NTS
NTS
EXISTING PAVEMENT SURFACE
NEW 1" BITUMINOUS
SURFACE COURSE (11B)
2' -0"
45•
4" MIN. COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADE
CONCRETE FILL AS REQ'D
FOR DRIVE CONSTRUCTIO
RETE GUTTER DETAIL
NTS
6"
1" RADIUS, RUBBED FINISH
3/5/07
TOPSOIL DEPTH PER PLAN
ROUGHEN SURFACE FOR CURB ADHESION
FACE OF CURB DIMENSION
#4 BAR STIRRUPS ® 24" O.C.
•
••n•
APPLIED ANTI SPALLING COMPOUND
•I
6" FIBROUS REINFORCED
CONCRETE FILL AS REQ'D
' ��'• II'
= CONCRETE PAVEMENT
FOR DRIVE CONSTRUCTION
'U . u•,
tO W /BROOM FINISH
—111
Is \
_
-4
11' COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
NOTE: JOINT TYPES THROUGH CURB
TO MATCH
PAVEMENT.
CONCRETE
PAVEMENT CURB DETAIL 19
NTS
C7000/
MARKETING
URCES ACORN
RESOURCES MODEL
1" ROUND ALUM.
TUBE) SSB BRACKET ARM
E &S MARKETING RESOURCES
MODEL_ 14 -3 —SM POLE
SHAFT 3" O.O. 1/8"
WALL, POWDER COATED
ALUM. ROUND TUBE
GRADE
0
- COMPACTED SUBGRADE DOWN CONTINUOUS ALLRN 6..
NTS
NTS
NTS
3 SIDES 5' -0" SUBSOIL COMPACTED
CONCRETE STOOP DETAIL 03
NTS C700
EXISTING PAVEMENT SURFACE
NEW 1" BITUMINOUS
SURFACE COURSE (11B)
6" CONCRETE SLAB CONCRETE GUTTER
W /FIBROUS REINFORCING PER DETAIL 02/C200
1/2" DEPTH JOINT SEALANT ON 1/2"
THK. EXPANSION JOINT MATERIAL a
TACK COAT
C COURSE 1" SURFACE SE 12 INDOT C R
2" BINDER COURSE ( #9 INDOT)
6" STONE BASE ( #53 INDOT)
i 3 ® #4 BAR
COMPACTED & WELL CONCRETE FILL AS REQ'D
DRAINED SUBSOIL FOR DRIVE CONSTRUCTION
4" MIN. COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
ALT PAVING 1, CONCRETE DRIVE DETAIL
C700 NTS
TACK COAT
1 1/2" SURFACE COURSE ( #12 INDOT)
2" BINDER COURSE ( #9 INDOT)
3 1/2" BASE COURSE ( #5D INDOT)
7" NONE BASE ( #53 INDOT)
4" STONE BASE ( #2 INDOT)
COMPACTED & WELL
DRAINED SUBSOIL
POLE CENTERLINE
2'�• SEf TOP 114"
24" S BASE: 6.. ABOVE CURB
CONCRETE CURB
OTHER - °
..�.,.,.. '4,
TO TRAF. °4
SIGN
a a
° a
E &S MARKETING RESOURCES 311 -111 I —I ° d4
MODEL III SSSt /SSS2/
TCS /STREET AND TRAFFIC
CONTROL SURROUNDS (1" ° °
SQUARE ALUM. TUBE WITH
1/8" FLAT ALUM. POWDER
COATED BACK) CONCRETE LIGHT POLE BASE
t /s" ALUM. SIGN BLANK SEE ELECTRICAL PLANS
INSERT WIiH REFLECTIVE PVC CONDUIT, SEE
VINYL GRAPHICS AS PER
CARMEL D.O.T. ELECTRICAL PLANS
�_u u u
STREET SIGNAGE DETAILS r2O
NTS
NTS
EXISTING PAVEMENT SURFACE
NEW 1" BITUMINOUS
SURFACE COURSE (11B)
2' -0"
45•
4" MIN. COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADE
CONCRETE FILL AS REQ'D
FOR DRIVE CONSTRUCTIO
RETE GUTTER DETAIL
NTS
Drawn By
C7t
3/5/07
TOPSOIL DEPTH PER PLAN
GS
FACE OF CURB DIMENSION
PER SITE LAYOUT PLAN
r
6 6" 181,
MIN 1" R
CONCRETE FILL AS REQ'D
2" R
FOR DRIVE CONSTRUCTION
.•,
PAVEMENT
• • . f�.1�1�1i�1�1� t1 =7L. • �
;...,�.: .; .: sir n: • � ••
ff
NTS
HOT ASPHALT SURFACE ( #12 INDOT)
2' VARIES 2 SAWCUT SELF LEVELING
TACK COAT SEALANT
7 EX'TG ASPHALT 1/2" PREFORMED EXTEND JT. MATERIAL
A
1 PAVEMENT EXPANSION JT. . TO BOTTOM OF PVMT.
• •;, .: ;„ �•�,� s .ao - CONC. PVMT. d
ASPHALT BASE
':. °..~::`•::; a �+ LOWABLE FILL BACKFILL
M��• -1 .•y •rr \�O•' II�.. II __.III
NTS
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NTS
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Developer:
Carmel
Redevelopment Commission
111 West Main Street
Cannel, Indiana 46032
317.571 -2787 (ARTS)
Engineers:
CSO SCHENKEL SHULTZ
2n BAa 961h Sbook 9ulb 200.1...u= ,•-.•a . IN 4040
T 317.848.7800 A 317!74.0937 www .omomt
Vrajsct PARCEL 67
STREETSCAPE'
/STREET
INDIANA DESIGN
CENTER - P12
200 SOUTH
RANGE LINE ROAD
CARMEL, IN. 46032'.
Scope Drawings:
These drowings indicate the general scope of the project
in terms of architectural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work
I I Drawing Title: � I
SITE
DETAILS
Revisions:
Issue Date
Drawn By
Checked By
3/5/07
KM
GS
Certified By:
Drawing Number:
C700
Project Number:
26236