HomeMy WebLinkAboutZ-5395 Map 14' conc,slab
w/6x6 6/6 wwm
�1/4' tooled joint
F4'
---- --
TL
-- -----
grade
4 `T
washed gravel
NOTEI provide 1 tooled
-0'
4'- 3 3'-
compacted fill
joint @ 4'-0' o.c.
Jho
5 SCORE JOINT
@ SIDEWALK
1 scale: 3/4"=1'-0"
4' con c.sIab
w/6x66/6 wwm
asphaltic
1
,
f i l ler
typical, #4A bars @
41/4'
II 8 o,c. each wn
d
I I°
TE
4' NOTE; provide 1 exp, joint
/
a
washed gravel
@ 28'-0' o.c, max,
compacted fill
#40 bar x 1'-6' @ 2'-0' o,c.
Ib slope fir, i/4°/ft,_
wrap one end w/ felt
II
EXPANSION JT.
@ SIDEWALK
All) scale: 3/4"=1'-0"
°I I°
I
° I°
4" conc.slab
w/6x6 6/6 wwm
r4'
.SEE
---- --� FOR TYP.
NOTES
4•r
/ #59 bar cont,
steel base late 3500 Ib, con steel support plate -
steel to ground spike
3'-4' if req. by nanf.
verify with nanf.
washed gravel 8
compacted fill
PERIMETER @ SIDEWALK 11 SECTION @
scale: 3/47=1'-O"
1 LIGHT PLOE
scale: 1/2"=V-0"
5 required
a
scale: 3/47=1'-O'
half of dim, as shown on site plan
3' crown -16'-0' drive
5' crown -26'-0' drive 2' asphalt surface
on 6'sb2 base 1/2' expansion
joint
compacted fill
scale: 3/4"=I' -O"
see 3
for \
sidewalk
details
2 0'
61 2' asphalt surface
r=6' 1 3' - on 6'sb2 bas
iu u2'
° ! n
IQ
1/2' expansion--------'
2-#50
xpansion-
2-#50 bars cont. joint
5'
fU
. R1
4' cone,slab
w/6x6 6/6 wwm
F4'
TO OPEN END
II OF PARKING
I 44 STALL
Id
washed gravel
4'� -1- 4' compacted fill
2-#40' bars cont, v
w/#30 ties @ 24'o.c, L
SECTION1• / Y: M• I N ,rZ�D[i11 IOIJ C►ZQ711)E1°4l/e_
CONCRETE'C & GUTTER 1 'S °
l
e . �
i - r
-
�► a ar _ aha
••
TRANSFORMERggr�=--�1� �► as-.:• `t \ -6; concrete slab
r � __�11���1����11 11 IIIIIII � -'
-° '1 1,11111,1 �n - ►1N11111 �1 1111�111 1'll .i each entrance
- --z power
oil
� 1 ��11 1111111 -r t ru11111tj 111111111�111�1111 ti
.mss_ 11- 1 111 - --� 1 ■ ,� ; : -
��' imp' a—� � � 1 / •'
•A<
lb�� 11►aa��aa a 1 ( 11_
' , —•� �r O—a'a 'lig—aa a_���\ �1 �1 �` 111 _ _. - .�
NOTE'A' TYPICAL
WE14OVE FALL EXISTING
PARKING LOTS,SIDEWALKS
& DRIVES AS NOTED
BY
low
TE,'A' TYPICAL
Ln U4— I
���� ����v� MOVE ALL EXISTING
III •RKING 'L DRIVES NOBYTED
NEW BASKETBALL
COURT
Li I
• ► _ 1`'� a►tea+aO
� I �
\ z
\� 17 I �C-)
W
>
\ '19 / W
3 �
e r -1 I
iu12 existing IO
CB to be l
rou 13 renoved�//yI'�°�
kk
NEW 4'-0' HT.FENCE SEE SPEC I I
" 2Q DI
\\ /_� 1 ,\ 1 _ FIXTURE
\ \ - \I TYPICAL TYPE # 6
of \ 1 1
� \ \ 1 I 1 ,' SEE ELEC n \ o 1
�32'-0' \ - l IL 5r r7. '1 22'-� �1 74, I locate side w2� a,
\ \ °a g• / NE7T�'A' TYPICAL `r 3'-0' from tree
\ RE E EXISTING 5— REM ALL E%IS 1 G
Al /
�50 LERS-AFTER 'PARK NG LOTS,SIDE ALKS NEW
L\\�- 1 /� �� ,
\ ONT IS COMPLETE 6 DRIVES AS NOTED 1 1
AND SCHEDULE W/ OWNER BY = — — = P PLAY GROUND /
�� o __-- — — — — ----- ------ \\ -- — ---_—_ / / SEE SHEET #A22 Al
NEW 4'-0' HT.FENCE SEE SPEC.
A 1 2 ADDLTIGN EXISTING m o NEW 4'-0' HT. FENCE SEE SPEC, \ l / A I \ I
NEW 4'-D' HT,FENCE SEE SPEC. NEW
_ _---------_--_-- �- --- E
— -- —N0-56 4 E 490, 5z' — --- -- -- -- -- - -- --
— — — �
312'-6' 149,_8, °
C FE
c1 a, a. E. StO_
arc itect
1516 west third street, phone
I i t t I e rock arkonsos
376-3277
NEM 4 -0 HT. BRI K NCE SEE SPEC.
SITE PLAN
NORTH
scale: 1" =30'
NOTE, SEE SHEET 4A3 FOR COMPLETE
MECH,& ELECT,SERVICES,
ALSO,SEE ELECT.& MECH,
DRAWINGS FOR INFORMATION
ps a.
NO-49'=01wE 149,69'
6' concreteslab
at each entrance
w/# 40 @ 1 .c.
ea. way 6 x64
6/6 •.w.n.
I-1 '-0' H
1
CHAIN LINK
FENCE DETAIL
scale: 3/47=1'-Y'
SITE PLAN, SECTIONS, AND DE -I -AILS
LITTLE ROCK SCHOOL DISTRICT
ADDITIONS AND RENOVATIONS TO GEYER SPRINGS ELEMENTARY SCHOOL
LITTLE ROCK, ARKANSAS
12"
R S"
5'
5
7 `t'
R=18'
HANDICAPPED SYMBOL
scale: 3/4"=1'-0"
NOTE, symbol & center stripes
to be painted yellow
non -reflective traffic paint
chain link ---z�
fence see spec.
12'x12' sq.post —�
@ 12'-0' D.C.
brick ogee
post cap
see spec,
brick double
bullnose header
(3 5/8'x2 1/4'x8') 2'
horz. relnf,@
16'o.c, cont,
brick veneer
per,archltect's
design
#4 bars @ 2'-O'o,c,
vert, cont,
f I n s i h grade —\
;.:1
0
i
v
cont, 1,-8e Go
footing
cont.
II ��
5-#5 bars - LLa_
con t.w/
#3E ties
@32'o. c.
each,
p,
1
BRICK WALL
SECTION
scale: 3/4"=V-0"
VEc. 15. (9q4
date
aC-1005
e. n.
revisions
sheet no.
AI
of .heats
fin,
grade
-0'
4'- 3 3'-
Jho
o
typical, #4A bars @
II 8 o,c. each wn
II
Ib slope fir, i/4°/ft,_
II
1
II
b
II slope f lr, 1/4'/ft,
Light pole see elect
for spec.
fin, grade
metal arch unless
,e,
4�
metal
arch unless
otherwise noted
otherwise
noted
NOTES
10 -NSB bars w/
t icali
yP
#40 bars @
a a
�4'
ROUND ALL
CORNERS
#3g bars ties
8' o,c, each way
AND EXPOSED EDGES
verify
\
J_
with
"anf.
�CONC.
HEADWALL
PLAN
10
CONC. HEADWALL SECTION
steel base late 3500 Ib, con steel support plate -
steel to ground spike
3'-4' if req. by nanf.
verify with nanf.
washed gravel 8
compacted fill
PERIMETER @ SIDEWALK 11 SECTION @
scale: 3/47=1'-O"
1 LIGHT PLOE
scale: 1/2"=V-0"
5 required
a
scale: 3/47=1'-O'
half of dim, as shown on site plan
3' crown -16'-0' drive
5' crown -26'-0' drive 2' asphalt surface
on 6'sb2 base 1/2' expansion
joint
compacted fill
scale: 3/4"=I' -O"
see 3
for \
sidewalk
details
2 0'
61 2' asphalt surface
r=6' 1 3' - on 6'sb2 bas
iu u2'
° ! n
IQ
1/2' expansion--------'
2-#50
xpansion-
2-#50 bars cont. joint
5'
fU
. R1
4' cone,slab
w/6x6 6/6 wwm
F4'
TO OPEN END
II OF PARKING
I 44 STALL
Id
washed gravel
4'� -1- 4' compacted fill
2-#40' bars cont, v
w/#30 ties @ 24'o.c, L
SECTION1• / Y: M• I N ,rZ�D[i11 IOIJ C►ZQ711)E1°4l/e_
CONCRETE'C & GUTTER 1 'S °
l
e . �
i - r
-
�► a ar _ aha
••
TRANSFORMERggr�=--�1� �► as-.:• `t \ -6; concrete slab
r � __�11���1����11 11 IIIIIII � -'
-° '1 1,11111,1 �n - ►1N11111 �1 1111�111 1'll .i each entrance
- --z power
oil
� 1 ��11 1111111 -r t ru11111tj 111111111�111�1111 ti
.mss_ 11- 1 111 - --� 1 ■ ,� ; : -
��' imp' a—� � � 1 / •'
•A<
lb�� 11►aa��aa a 1 ( 11_
' , —•� �r O—a'a 'lig—aa a_���\ �1 �1 �` 111 _ _. - .�
NOTE'A' TYPICAL
WE14OVE FALL EXISTING
PARKING LOTS,SIDEWALKS
& DRIVES AS NOTED
BY
low
TE,'A' TYPICAL
Ln U4— I
���� ����v� MOVE ALL EXISTING
III •RKING 'L DRIVES NOBYTED
NEW BASKETBALL
COURT
Li I
• ► _ 1`'� a►tea+aO
� I �
\ z
\� 17 I �C-)
W
>
\ '19 / W
3 �
e r -1 I
iu12 existing IO
CB to be l
rou 13 renoved�//yI'�°�
kk
NEW 4'-0' HT.FENCE SEE SPEC I I
" 2Q DI
\\ /_� 1 ,\ 1 _ FIXTURE
\ \ - \I TYPICAL TYPE # 6
of \ 1 1
� \ \ 1 I 1 ,' SEE ELEC n \ o 1
�32'-0' \ - l IL 5r r7. '1 22'-� �1 74, I locate side w2� a,
\ \ °a g• / NE7T�'A' TYPICAL `r 3'-0' from tree
\ RE E EXISTING 5— REM ALL E%IS 1 G
Al /
�50 LERS-AFTER 'PARK NG LOTS,SIDE ALKS NEW
L\\�- 1 /� �� ,
\ ONT IS COMPLETE 6 DRIVES AS NOTED 1 1
AND SCHEDULE W/ OWNER BY = — — = P PLAY GROUND /
�� o __-- — — — — ----- ------ \\ -- — ---_—_ / / SEE SHEET #A22 Al
NEW 4'-0' HT.FENCE SEE SPEC.
A 1 2 ADDLTIGN EXISTING m o NEW 4'-0' HT. FENCE SEE SPEC, \ l / A I \ I
NEW 4'-D' HT,FENCE SEE SPEC. NEW
_ _---------_--_-- �- --- E
— -- —N0-56 4 E 490, 5z' — --- -- -- -- -- - -- --
— — — �
312'-6' 149,_8, °
C FE
c1 a, a. E. StO_
arc itect
1516 west third street, phone
I i t t I e rock arkonsos
376-3277
NEM 4 -0 HT. BRI K NCE SEE SPEC.
SITE PLAN
NORTH
scale: 1" =30'
NOTE, SEE SHEET 4A3 FOR COMPLETE
MECH,& ELECT,SERVICES,
ALSO,SEE ELECT.& MECH,
DRAWINGS FOR INFORMATION
ps a.
NO-49'=01wE 149,69'
6' concreteslab
at each entrance
w/# 40 @ 1 .c.
ea. way 6 x64
6/6 •.w.n.
I-1 '-0' H
1
CHAIN LINK
FENCE DETAIL
scale: 3/47=1'-Y'
SITE PLAN, SECTIONS, AND DE -I -AILS
LITTLE ROCK SCHOOL DISTRICT
ADDITIONS AND RENOVATIONS TO GEYER SPRINGS ELEMENTARY SCHOOL
LITTLE ROCK, ARKANSAS
12"
R S"
5'
5
7 `t'
R=18'
HANDICAPPED SYMBOL
scale: 3/4"=1'-0"
NOTE, symbol & center stripes
to be painted yellow
non -reflective traffic paint
chain link ---z�
fence see spec.
12'x12' sq.post —�
@ 12'-0' D.C.
brick ogee
post cap
see spec,
brick double
bullnose header
(3 5/8'x2 1/4'x8') 2'
horz. relnf,@
16'o.c, cont,
brick veneer
per,archltect's
design
#4 bars @ 2'-O'o,c,
vert, cont,
f I n s i h grade —\
;.:1
0
i
v
cont, 1,-8e Go
footing
cont.
II ��
5-#5 bars - LLa_
con t.w/
#3E ties
@32'o. c.
each,
p,
1
BRICK WALL
SECTION
scale: 3/4"=V-0"
VEc. 15. (9q4
date
aC-1005
e. n.
revisions
sheet no.
AI
of .heats