HomeMy WebLinkAboutAddition C-501 Site Plan pg. 2l l A I W O:•
4
Not to Scale
Retaing Wall
Leveling Pad
Crushed Stone Base Material
Minimum wall embedment is 6 "(150mm) or Height /20.
Retaining Wall Detail
9
Finished Grade
Geotextile Fabric
Drainage Stone( #8)
4" Perf Pipe w /Filter Sock
Backslope or Surcharge
Low Permeability Soil
Retained Soil Zone
Limit of Excavation
4° Granular backfill
Compacted and well drained
subgrade
Expansion Joint
4" Concrete sidewalk w/ 6x6
–10/10 welded wire fabric
Scale: 1" 1' -0"
BACKFILL
NOTES:
1. Control joints hall be places every 20' max. to a depth of 1 1/2".
2. Full depth separators are not permitted except at expansion joints.
3. Expansion joint to be places 0 100' minimum.
Curb And Gutter Detail Type 1
Scale: 1' 1
Compacted subgrade.
per specs.
Concrete Stoop Detail
1
a
5 -0"
4" /FT.
COMPACTED SUBGRADE
III I I I III —III=
III III III 1 1 l-
0
0
o t'� 0
0� o
p
esct
Integral Curb /Sidewalk Detail
6
Scale: 1"
Illl llt E
Il 1 Ili
If
210_1111 R1111,01111E-1
6x6– 10/10 Welded wire
fabric
Turn down slab 1' -0" below
grade on outer sides
TOPSOIL OR WALK
(1/4" EJ AND DOWEL
CONC.)
Slope 1/2" FT.
OHM Mil11■111■
CO
Building Face
Broom finish
Expansion Joint
FINISH
GRADE
4" Concrete walk
w/ fiber mesh or 6" x 6 10/10 w.w.m.
4" compacted #53 coarse aggregate base.
medium broom finish perpendiclur
to traffic flow unless otherwise noted
on the drawings.
6" Ht. Concrete curb
w/ tooled control joint.
w/ or 6" x 6 10/10 w.w.m.
w/ (2) #4 rebars continuous,
lap and tie min. 6
Asphalt paving
Floor slab
4" Granular backfill
Compacted and well drained subgrade
Fin. grade
Il ::111 111111>t1■11111►711111111111■
INEVENSIMMEIBEEMEMON
soe4V2
11
Extruded Concrete Curb Detail
Scale: 1" i' -0"
Expansion Joint Detail
Scale: 1 1/2" 1' -0"
=1 11 =1 11 =1 11 =1
II 127_1 11 =1 11 =1 11E/.
1=III 1 I I III I
III III I 11=
III -1 I I —III —I
=II =1 I I I 11 =1 11 =1 11
III III —I 11 =1 I HI I 1_
«o
O
00
Concrete Paving
Scale: 1 1/2" 1'-0"
III■■I■■■■URUI1111MI IIUllIIUU•u1■Ult/IUE ul■■I
SIIMENINEMBEISIMEMEMBIE
vire •a• visTO 4111 l• IWO 4. 47111
o°
p og
n 0 O, o
r0
J Jo o O°0
0)
Backfill w/ clean top soil.
see specs.
4 v D
00
Proof rolled subgrade.
per specs.
.4
Standard Asphalt Paving Detail
Scale: 1"
Concrete walk
CL.
OD C D
0
Machine extruded concrete curb equal
to "Perma –curb as manufactured by
Permacurbs International." Provide control
joints 10' -0" O.C. Curbs to be nonded to
pavement with epoxy resin per manufacturers
recommendations. Cure and seal to attain
maximum moisture retention.
Apply epoxy under concrete curb
Asphalt Paving
6" Compacted #53 coarse
aggregate.
Compacted subgrade.
1" expansion material with sealant
6" X 6" 10/10 w.w.m. or fiber reinf.
dia. by 8" long smooth steel dowels at 24" o.c.
Compacted #53 coarse aggregate
Compacted subgrade
Finish grade
4" concrete walk. Medium broom
finish perpendicular to pedestrian
flow unless otherwise noted.
CO
6" X 6" 10 /10 w.w.m.
4" compacted
#53 coarse aggregate
1" H.A.C. surface
2" H.A.C. binder
2" Compacted aggregate #53
6" Compacted #53
coarse aggregate.
SCHMIDT
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317- 263 -6226
Fax: 317 263 -6224
Project No.
Project Date
Produced
Revision Date
2000 -036
February 26, 2003
WWS
QC REVIEW
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTION
These Drawings and Specifications, and all copies thereof are and
shall remain the property and copyright of the Architect. They shall
be used only with respect to this Project and are not to be used on
any other Project or Work without prior written permission from
the Architect.
Hazel Dell
Christian Church
Education Wing
Addition
SITE DETAILS
C 501