HomeMy WebLinkAboutZ-4336-O Map 3REPLACE SIDEWALK
AS REO'D. FOR NEW
CONSTRUCTION, TYP.
NEW HANDICAP RAMP
SLOPE DRIVE UP 6° _
TO PROPERTY LINE
NEW CONC.
APRON
W CONC.
RETAINING WALL
W/42 -HIGH 11/2-
PIPE RAIL W/ HORIZ.
9 6. O.C. & VERT. @ 5-0- O.C.
NEW HANDICAP RAMP
EXISTING GRADE _
APPROX. 376.66 -
EXISTING
{II TREES
1M� TO REMAIN
W
1+
00
EXISTING GRADE
APPROX. 376.52 -
EXISTING
TREES
TO REMAI
EXISTING
SIDEWALK
TO REMAIN
EXISTING
STREET
LIGHTS
TO REMAIN
I
1
1
CONC.
CONCRETE WALK
Ie-
RETAINING WALL
W/42- HIGH 1 1/2' CUT GRADE BACK THIS AREA
EXISTING
1 PIPE RAIL W/ HORIZ. TO ALLOW FOR NEW SIDEWALK
O6-o.C.&VERT 050 OC
RESERCH
EXISTING GRADE
t
980.00 374.76 /
1 TOP OF WALL /
' r
374 6
CENTER
Il ER
TO REMAIN
t I /
(ONE STOREY
-- -- ---- --
LING GRADE /
I�OX. 382.0' I
FUTURE F
IIr00 RS)
/
/
211 R
1
S/
O /
1 477AO '• 374.69
�
374.00
® VTOP OFINLET
375.39'
NEW ST RM ATER
EXISTING GRADE
APPROX. 376.05'
INLET TIE-IN
EXIST. SEE ETAIL
APPROX. 373.56
ASPHALT 4,T ISSHEET
_ 755
PAYING
374.76
��
390.50'
SERVICE 373.2
/
1
COURT
i
378.60
TOP OF WALL
TO REMAIN
EXISTING
RESEARCH
BUILDING
(TWO STOREY)
REPLACE SIDEWALK
THIS AREA
REPLACE CURB &GUTTER \\
FIRST FLOOR
ELEVATION 376.28' UTILITY TRENCH
MECHANICAL FOR
SECOND FLOOR ''•''� BACKFILLING REQUIREMENTS
ELEVATION 390.50' :':; EXISTING
.� CURB, GUTTER,
REPLACE 20' SECTION OF &DRIVE
.j DAMAGED CURB & GUTTER
EXISTING GRADE 10
TOP OF WALK .•'i PATCH & REPAIR
.�,r---7 EXISTING ASPHALT,
APPROX. 374.56' •�{ .\L/ --�
VERIFY DEPTH OF
EXISTING ';;/ 71_al EXISTING S. S.,
STORM SEWER ® UTILITIES TO BE
+ BELOW STORM SEWER
•' : EXISTING GRADE 0 -�
".'.\ AS
ACID NEUTRALIZATION TANK, PHALT
_+
TOP
PROVIDE CONCRETE COVER '�APPROX 374.34'
LEVEL W/ EXISTING ASPHALT C. , -OP OF CURB _
._..RAMP EXISTING
375DOWN 72.90' \ APPROX.
THRESHOLD
37535 / LD UTILITYIT THRESHOLD NEW CONCRETE
375.35 O EXTERIOR IN MECH. ROOM O EXTERIOR O CURB & GUTTER
eRESHOLD EXISTING GRADE ro
EXTERIOR N EXISTING
9 TOP OF ASPHALT CURB &GUTTER
APPROX. 373.74' PLANTING BED,
PLANT MATERIAL
BY OWNER
m0 NEW LIGHT POLE _
NEW
ASPHALT
O PAVING
4 -
CONTROL JOINT (CI)
NUTRITIONALIN
CONCRETE WALK
EXISTING
1® 374.76
RESERCH
EXISTING GRADE
-
' r
CENTER
Il ER
TO REMAIN
RADIU6 CURB
(ONE STOREY
-- -- ---- --
W/ TH RIlLE
FUTURE F
IIr00 RS)
1 376.07 374.56FIRST
FLOOR
211 R
IS TOWARD CURB
1 477AO '• 374.69
�
ELEVATION!
375.39'
EXISTING GRADE
EXISTING GRADE
APPROX. 376.05'
SECOND
FLOOR
APPROX. 373.56
I 375.26
_ 755
ELEVATIOry
��
390.50'
21
THRESHO L
1
H RE36HOLD
i
O EXTERIOR
O EXTERIOR
TO REMAIN
WEST 13TH STREET
IS AWAY FROM CURB
(60'R/W)
26'•4"
,p r
374.891 7S 27
m 1 I
r 4" FOUNDATION �I
®
DRAIN;
1
I 75.zz'
W
I
W) / ti
o91
v ' 000 }y 376.80 374.23 374.
O IN
� 376.07: 377.0 t - --- -
1 TOP OFWALL i 1 T
1 I 374.89 I - 37S3S 75.186'CONC. CURB RE6HOLD THRESHOLD
TO RETAIN GRAVEL 1 OEXTERIOR O EXTERIOR
e' CONC.RETAINING113�7S
' WALL
3 I
374.69
74.89
CHILDREN'S
I PLAY AREA I LIVE -I UNIT
PROVIDE PEA GRAVEL I 374.0
1� 4 THIS AREA (6- DEEP) I (ONE B�TOREY)
I
EXISTING GRADE ' I THR SHOED THRESHOLD
O EXrERIOR O EXTE IOR
APPROX. 377.93' 374.60 I 3-45,35 375 5
.373.64
1 ••y .� 1� 373:94 1
1 ,V WCONC.CURB
TO RETAIN GRAVEL374.374.89
:3�m5z1�Ik A: k" # `p 61 DECORATIVE
89
IRON FENCE
376.80 TOP OF WDLL 61 DECORATIVE 35-4 h�
1 IRON FENCE
I4° FOUNDATION
BLDG SETBACK e//I DRAIN. _ --. • _.:- .�:.:
/ 373.65',.
NEW SANITARY SEWER STORM WATER
1 375.68 SaC 376.80�i 37 3.65 SEE MECHANICAL Q RETENTION BERM
$ I 1.85
373"-,SWALE \ b m
r
TOP OF WALL - \ 0) '
..._...�! SWALE fn
1 Ar _-------------- _--- 373.52
_ _ _
SWALE -.! (3
EXISTING GRADE �/ 373.65 - - - - - ---- ----- !
® APPROX• 377.0' / {\STORM WATER �� I
RETENTION BERM N 8904.3'02° E - 299.25' \
%C,SET i/2- REBAR \
N PROPOSED SITE PLAN
V=201-0"
s9l_0n
I
I
HEW CO C. WALK W/
'' HANDIC PPED RAMP:
I
J
I
I G
M
373.6<
I
I
373.66' 373.00'i�l
?:d
R
9
IIT 4' PAINTED
is 6T RWING,TYP,
NEW LIGHT POLE
b
p7 373.00
TOP OF EXISTING
ASPHALT, VERT
-'FOUNDATION DRAT
TO DAYLIGHT TMR
FACE OF CURB.
EXSTING
TREE
TO REMA
1 \
1
HALT
r10'
1
EXISTING 1
TREE
TO REMAIN
1
3'
1
N jM
1
21
ALT
r t
1
EXISTING
TREE
TO REMAIN:
I
i
1
1
14,-8" 12'-O'
CJ, TYP.
J
:-374.10
EXISTING LIGHTI IN
POLETO REMAIt
FJ
N
1 11
I
SLDG
SETBACK
1
1
EXISTING
py TREE
TO REMAIN
1
1
N
1
1
I
EXISTING 1
CONC. FLUME 1
TO REMAIN
1
EXISTING GRADE Y
\ 4PPROX. 37263'
REPAIR ASPHALT \
THIS AREA
MH
TheWsmicoxGroup
EXISTING
1/2" EXP, JO NT
EXISTING GRADE
SIDEWALK
EXISTING251 /
APPROX. 374.44'
TO REMAIN
RADIU6 CURB
PROFILE WHEN PAVEMENT SLOPE
h-
{
TO REMAIN
211 R
IS TOWARD CURB
EXISTING GRADE
EXISTING GRADE
ww
EXISTING GRADE
EXISTING GRADE
APPROX. 376.05'
APPROX. 375.06'
O
APPROX. 373.56
APPROX. 376.69'
EXISTING
MH
PROFILE WHEN PAVEMENT SLOPE
CURB & GUTTER
TO REMAIN
WEST 13TH STREET
IS AWAY FROM CURB
(60'R/W)
N PROPOSED SITE PLAN
V=201-0"
s9l_0n
I
I
HEW CO C. WALK W/
'' HANDIC PPED RAMP:
I
J
I
I G
M
373.6<
I
I
373.66' 373.00'i�l
?:d
R
9
IIT 4' PAINTED
is 6T RWING,TYP,
NEW LIGHT POLE
b
p7 373.00
TOP OF EXISTING
ASPHALT, VERT
-'FOUNDATION DRAT
TO DAYLIGHT TMR
FACE OF CURB.
EXSTING
TREE
TO REMA
1 \
1
HALT
r10'
1
EXISTING 1
TREE
TO REMAIN
1
3'
1
N jM
1
21
ALT
r t
1
EXISTING
TREE
TO REMAIN:
I
i
1
1
14,-8" 12'-O'
CJ, TYP.
J
:-374.10
EXISTING LIGHTI IN
POLETO REMAIt
FJ
N
1 11
I
SLDG
SETBACK
1
1
EXISTING
py TREE
TO REMAIN
1
1
N
1
1
I
EXISTING 1
CONC. FLUME 1
TO REMAIN
1
EXISTING GRADE Y
\ 4PPROX. 37263'
REPAIR ASPHALT \
THIS AREA
MH
TheWsmicoxGroup
EXISTING
SIDEWALK
TO REMAIN
EXISTING GRADE
APPROX, 370.74'
NEW CONC.
SIDEWALK
l-
id
Id
NEW CONC. WALK W/
-�� HANDICAPPED RAMP:
a
a�
E
370.73
EXISTING GRADE
0 GUTTER, VERIFY
ANEW CONC.
APRON
NEW CONC. WALK W/
HANDICAPPED RAMP:
EXISTING GRADE
APPROX. 370.06 -
EXISTING
CONC. FLUME
TO REMAIN
EXISTING
SIDEWALK
TO REMAIN
EXISTING GRADE
APPROX. 372.01
\EXISTING 25'
RADIUS CURB
TO REMAIN
EXISTING GRADE
APPROX. 370.14'
1/4" RADIUS TOOL
CJ --- CONSTRUCTION TOOLED JOINT
MAXIMUM SPACE IN SIDEWALK W-0" UNLESS
NOTED OTHERWISE
EXPANSION / CONTROL JOINTS
SIDEWALK
COARSE BROOM CONC.
... FINISH IN THIS AREA W/
TOOLED GROOVES 0 4" O.C.
SMOOTH TRANSITION
S'•O" - SLOPE AT 1:1 2 MAX.
io SLOPE AT 1:1 O MAX.
-,-j, r CURB
\-STREET �•�
CURB CUT DETAIL
SCALE 1/411=1'-011 /
Revisions
Date
10-15-96
Project No.
SECTION C STORM DRAIN v `. - 95-019
SCALE 1/4"=1'-0'1 27%
L L SFT
C
GENERAL NOTES
1 . LANDSCAPING/SIRRINKLER SYSTEM BY OWNER.
CONTRACTOR TO PROVIDE 4" TOP SOIL TO FINISH GRADE.
2. VERIFY EXI STI NO SPOT ELEVATIONS.
WORK ALL CURBS, GUTTERS, @ PAVING TO EXISTING CONDITIONS.
LEGEND
SPOT ELEVATION MARK
® ELEVATION MARK: EXISTING CONDITION
CJ CONTROLJOINT
10/16/96 12:27 PM .AVAILABLE:PLOT FOLDER:GENE'S PLOT3:95-019 C1 SITE PLAN Cl . Z
1/2" EXP, JO NT
PROFILE WHEN PAVEMENT SLOPE
6X6 WI.4XW 1.
211 R
IS TOWARD CURB
ww
PROFILE WHEN PAVEMENT SLOPE
2" R
IS AWAY FROM CURB
a
- .-
LEVEL
m
C
CONC. WA KI
C
O
COMPACT D
SUBGRADE
'
ASPHALT
SB -2 BASE
LINE OF
:III fill=I
III=
CURB CU
1
COMPACTED
SUBGRADE
�,
2'•d'
(
2 1
-
2 CONCRETE
CURB,
SIDEWALK &
PAVING
1 1/241 = 1 1-011
EXISTING
STREET
LIGHTS
TO REMAIN
SEALANT\ i/4" RADIUS TOOL
y
������-
^_ .-'rFwJ.+Yca ^ • ..-.
EX
JO NT FI LL
EXISTING GRADE
APPROX. GRAD '
t
EJ ^- EXPANSION
JOINT
MAXIMUM SPACINO - 30'-0"
EXISTING
SIDEWALK
TO REMAIN
EXISTING GRADE
APPROX, 370.74'
NEW CONC.
SIDEWALK
l-
id
Id
NEW CONC. WALK W/
-�� HANDICAPPED RAMP:
a
a�
E
370.73
EXISTING GRADE
0 GUTTER, VERIFY
ANEW CONC.
APRON
NEW CONC. WALK W/
HANDICAPPED RAMP:
EXISTING GRADE
APPROX. 370.06 -
EXISTING
CONC. FLUME
TO REMAIN
EXISTING
SIDEWALK
TO REMAIN
EXISTING GRADE
APPROX. 372.01
\EXISTING 25'
RADIUS CURB
TO REMAIN
EXISTING GRADE
APPROX. 370.14'
1/4" RADIUS TOOL
CJ --- CONSTRUCTION TOOLED JOINT
MAXIMUM SPACE IN SIDEWALK W-0" UNLESS
NOTED OTHERWISE
EXPANSION / CONTROL JOINTS
SIDEWALK
COARSE BROOM CONC.
... FINISH IN THIS AREA W/
TOOLED GROOVES 0 4" O.C.
SMOOTH TRANSITION
S'•O" - SLOPE AT 1:1 2 MAX.
io SLOPE AT 1:1 O MAX.
-,-j, r CURB
\-STREET �•�
CURB CUT DETAIL
SCALE 1/411=1'-011 /
Revisions
Date
10-15-96
Project No.
SECTION C STORM DRAIN v `. - 95-019
SCALE 1/4"=1'-0'1 27%
L L SFT
C
GENERAL NOTES
1 . LANDSCAPING/SIRRINKLER SYSTEM BY OWNER.
CONTRACTOR TO PROVIDE 4" TOP SOIL TO FINISH GRADE.
2. VERIFY EXI STI NO SPOT ELEVATIONS.
WORK ALL CURBS, GUTTERS, @ PAVING TO EXISTING CONDITIONS.
LEGEND
SPOT ELEVATION MARK
® ELEVATION MARK: EXISTING CONDITION
CJ CONTROLJOINT
10/16/96 12:27 PM .AVAILABLE:PLOT FOLDER:GENE'S PLOT3:95-019 C1 SITE PLAN Cl . Z