HomeMy WebLinkAbout03090025 St. Christopher Episcopal Church Exapnsion pg. L12
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PRECAST CONC.
CATCH BASIN
TYPE A MODIFIED
1 /2 1 -0
NO SCALE
TA COAT
4 4
10"
IVtI1V.
24 "x24"
I 11
TYP. PRECAST CATCH BASIN
po 0.
0o2
SEE PLANS FOR
PIPE SIZE AND TYPE
NOTE: ALL BEDDING AND INITIAL BACKF1LL
SHALL BE PLACED IN 6" TO 12"
BALANCED LIFTS.
TYP. PIPE BEDDING' L)LIAIL
2-=4" LIFTS cow. AGGR. SIZE #53'
MPACTED SUSGRAOE t
TYP. H.AC. PAVEMENT DETAIL 3
�a SCAL
NEFNAH R 3405
GRATE AND COVER
FINISH GRADE, SEE PLAN
PRECAST CONC.
ADJUSTING SECTION
AS REQ'D.
SEE STRUCTURE TABLE
FOR PIPE SIZES AND
FLOW LINES
6" COMPACTED
#53 STONE
"B" BORROW OR EQUAL TO BE THOROUGHLY
N COMPACTED TO 95% STANDARD PROCTOR
TOP OF GRADE
DACE ,11
C6.01
2
TYP. CONCRETE PAVEMENT DETAIL 4
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TYP. PAVEMENT TIE —IN TO EXISTING DETAIL
o s�
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MONOLITHIC CURB WALK DETAIL
NO SCALE
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.i,'•^�.�3J d* r s .try r f r rr' r v �:r
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w
f
a i1_
NO SCALE
NOTE.
SLOPE DOWN
PROPOSED CONC.
,ALI1 CURB,
SEE DETAIL
•r
Y Y
f i c yy
L
4
I
PROPOSED PVt4T:
s
r af
3_0
Jr♦y•
mot
t P AN V
f RE
t
2 J
K+' ACS T
f.
HAN DICA P VAI<KIN(i SIGN L)LIAI
sue MANS
No
C{�AC St l$ 'AD
a t t
!*'1,. CONTROV ANTS. SHALL CUT 1/4 DEPTH ,i
Rte,. OF OTAi. 'THICKNESS
4
3, w r �'A JC SH 6' STf P ,2"
of EXPANSION- ;Jo
IMYEIL� w
1.. wilw:st4.04.1,410E 1 /2 xP sto T mkt
lr+
0 Q MAX. AND O. END RAt I
CON j(``y��� TS, a 7
V!i/7`Vir sr f
WISE N TEbe 1-E
r R
-O. 1
3
t
RAMP
y
L
t EX�- tE iE -NPR r h
r ti
i t t 3 r 'r
.t
try�� .Y i
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SEX
HANDICAP RAMP DETAIL
t
ti
jd
F 1 1 3II to ry
0
s
fs
.ya
b
i
AMA CK 'WI THE arc
w NO COLOR IS THEN THE- COLOR MID smAtille tYsED. s c
PLACEMENT.- IN 5p 1�iKr.E- -t�.+l II�GE WED T+� �,•t t� �R�F��,�=
FOR 'TEXTUR S RAMPS 61411.:0*, R
NO SCALE
r
6
C6.01
L
r
r+
A
aF
♦•err
so '.#x111 .4
e r
4 0 q 9F"''COMPACIED AGGREGATE SZE 0
ties ER'
orj
r Stu
y r.
f
NO SCALE
"C
Vet DIA. SfieDT1410iFt 0_, W CA
OREASesto DEL CAP V1TK
3atri 8 I S
_.l v qtr
r
a do
T♦ A /1\ ow I A R ro T r A 1•$ T !'k r T• 1 1
T r. L'UNL►Kt I t JUAN I LIt I AILJ 10
NO SCALE
TOP OF PAVEMENT
fla
�k,/''' ANT
••r
r L
tat
EXPANSION JOINT
TYP. SIDEWALK PLAN DETAIL
o SCAL
1
YV•
��•4 r i i
2" RAD.
se
sto
1
x f (0.
4 4 t .v Y Y 1 0
ISE
BRUSH FINISH "ACROSS
DIRECTION OF TRAVEL
UNLESS NOTED
OTHERwisE
RUBBED FINISH TOO FACE
OF CURB
ONTROL JOINT
Tit- rot ur
'1 `JOINT
3
COMPACTED SUBGRADE
1
SHALL 14AVE 1/2 EXPANSION JOINTS 0 48
MAX. ENDS OF RADII. CONTROL 'JOINTS' SHAU. EIE
PLACED -0 i(Y-0 MAX. UNLESS 011-IERWTSE NOTED.
STRAIGHT CONCRETE CURB DETAIL
CONCRETE STOOP DETAIL
s.
WOOLLEN, MOLZAN
AND PARTNERS, INC
ARCHITECTUR
47 South Pennsylvania Street Suite 1000 Indianapolis, IN 4621
317.632.7484. 317.687.2064 (fax) wv^v.woollenmolzan.co
Civil Structural Engineers
ARSEE ENGINEERS INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038-9459
Telephone: (317) 594-5152
Fax: (317) 594-9590
Mechanical Electrical 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
E-mail:
tei
0.)
cta
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0 2
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p.m
<4 tri"
Date
Drawn
Certified by
MAC
Drawing Name
REDESIGN
SEPTEMBER 4, 2003
SITE DETAILS
Sheet No.
Checked
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12
j
PRECAST CONC.
CATCH BASIN
TYPE A MODIFIED
1 /2 1 -0
NO SCALE
TA COAT
4 4
10"
IVtI1V.
24 "x24"
I 11
TYP. PRECAST CATCH BASIN
po 0.
0o2
SEE PLANS FOR
PIPE SIZE AND TYPE
NOTE: ALL BEDDING AND INITIAL BACKF1LL
SHALL BE PLACED IN 6" TO 12"
BALANCED LIFTS.
TYP. PIPE BEDDING' L)LIAIL
2-=4" LIFTS cow. AGGR. SIZE #53'
MPACTED SUSGRAOE t
TYP. H.AC. PAVEMENT DETAIL 3
�a SCAL
NEFNAH R 3405
GRATE AND COVER
FINISH GRADE, SEE PLAN
PRECAST CONC.
ADJUSTING SECTION
AS REQ'D.
SEE STRUCTURE TABLE
FOR PIPE SIZES AND
FLOW LINES
6" COMPACTED
#53 STONE
"B" BORROW OR EQUAL TO BE THOROUGHLY
N COMPACTED TO 95% STANDARD PROCTOR
TOP OF GRADE
DACE ,11
C6.01
2
TYP. CONCRETE PAVEMENT DETAIL 4
o sAE �6 0,
a 1'
q
Top or ?'A>vt#EN
'4Y,
.xr
t.
J Y t
k<
Qa•
.,4 t:
4
K t
r R'>
'-'t SY
c..•. 3o
x r w>, a
s e
r r e
TYP. PAVEMENT TIE —IN TO EXISTING DETAIL
o s�
S
S c�
,ft SA
ty„
MONOLITHIC CURB WALK DETAIL
NO SCALE
�!':w'!f'ks' a.'ICi't'f'wi.�'"n *'rr`r�;tN.�ra ��M r t L
.i,'•^�.�3J d* r s .try r f r rr' r v �:r
I tit a�aw. •MSLe rsw.s rr4 ••w.air_r.w'�w' ak.� wi"�'�Nc•aR� i
w
f
a i1_
NO SCALE
NOTE.
SLOPE DOWN
PROPOSED CONC.
,ALI1 CURB,
SEE DETAIL
•r
Y Y
f i c yy
L
4
I
PROPOSED PVt4T:
s
r af
3_0
Jr♦y•
mot
t P AN V
f RE
t
2 J
K+' ACS T
f.
HAN DICA P VAI<KIN(i SIGN L)LIAI
sue MANS
No
C{�AC St l$ 'AD
a t t
!*'1,. CONTROV ANTS. SHALL CUT 1/4 DEPTH ,i
Rte,. OF OTAi. 'THICKNESS
4
3, w r �'A JC SH 6' STf P ,2"
of EXPANSION- ;Jo
IMYEIL� w
1.. wilw:st4.04.1,410E 1 /2 xP sto T mkt
lr+
0 Q MAX. AND O. END RAt I
CON j(``y��� TS, a 7
V!i/7`Vir sr f
WISE N TEbe 1-E
r R
-O. 1
3
t
RAMP
y
L
t EX�- tE iE -NPR r h
r ti
i t t 3 r 'r
.t
try�� .Y i
DE f'AXL r 1 4 t
SEX
HANDICAP RAMP DETAIL
t
ti
jd
F 1 1 3II to ry
0
s
fs
.ya
b
i
AMA CK 'WI THE arc
w NO COLOR IS THEN THE- COLOR MID smAtille tYsED. s c
PLACEMENT.- IN 5p 1�iKr.E- -t�.+l II�GE WED T+� �,•t t� �R�F��,�=
FOR 'TEXTUR S RAMPS 61411.:0*, R
NO SCALE
r
6
C6.01
L
r
r+
A
aF
♦•err
so '.#x111 .4
e r
4 0 q 9F"''COMPACIED AGGREGATE SZE 0
ties ER'
orj
r Stu
y r.
f
NO SCALE
"C
Vet DIA. SfieDT1410iFt 0_, W CA
OREASesto DEL CAP V1TK
3atri 8 I S
_.l v qtr
r
a do
T♦ A /1\ ow I A R ro T r A 1•$ T !'k r T• 1 1
T r. L'UNL►Kt I t JUAN I LIt I AILJ 10
NO SCALE
TOP OF PAVEMENT
fla
�k,/''' ANT
••r
r L
tat
EXPANSION JOINT
TYP. SIDEWALK PLAN DETAIL
o SCAL
1
YV•
��•4 r i i
2" RAD.
se
sto
1
x f (0.
4 4 t .v Y Y 1 0
ISE
BRUSH FINISH "ACROSS
DIRECTION OF TRAVEL
UNLESS NOTED
OTHERwisE
RUBBED FINISH TOO FACE
OF CURB
ONTROL JOINT
Tit- rot ur
'1 `JOINT
3
COMPACTED SUBGRADE
1
SHALL 14AVE 1/2 EXPANSION JOINTS 0 48
MAX. ENDS OF RADII. CONTROL 'JOINTS' SHAU. EIE
PLACED -0 i(Y-0 MAX. UNLESS 011-IERWTSE NOTED.
STRAIGHT CONCRETE CURB DETAIL
CONCRETE STOOP DETAIL
s.
WOOLLEN, MOLZAN
AND PARTNERS, INC
ARCHITECTUR
47 South Pennsylvania Street Suite 1000 Indianapolis, IN 4621
317.632.7484. 317.687.2064 (fax) wv^v.woollenmolzan.co
Civil Structural Engineers
ARSEE ENGINEERS INC.
9715 KINCAID DRIVE, SUITE 100
FISHERS, INDIANA 46038-9459
Telephone: (317) 594-5152
Fax: (317) 594-9590
Mechanical Electrical 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
E-mail:
tei
0.)
cta
o
0 2
u cso
p.m
<4 tri"
Date
Drawn
Certified by
MAC
Drawing Name
REDESIGN
SEPTEMBER 4, 2003
SITE DETAILS
Sheet No.
Checked