HomeMy WebLinkAboutZ-9764 - Site Plan - 011723- --
------- GORDON ROAD(50 RlW) EXISTING 8" WATER -- ----
-�� LINE
NEWSIDEWALKTO
MATCH EXISTING —
EXISTING FIRE HYLIRANT SIDEWALK Q TIE-IN K AA
LOCATIONS _ M EXISTNG 5 SIDEWAL —_ — — — — -- —
_ 'M _
R 32 0
- NEW SIDEWALK TO — .638. -� ---- -- — -' 2'3'S
/\\ \ SIDEWALK MATCH I@TIE IN � — _ =\ \ /,ORD LENGT - ' AA -
LOCATIONS M % �- ,� �`�"-- �-
M M EXISTING 5' S DEWALK �`� S83°-0 5°
( ° °
--� 638--F- ` X3
6
I
CH R=2 5.00 \ "_`630 1 -
\ ^CHOR.. ,49'e
LEN .34 _\ j
D
e� 1.6 RETAINING WALL ��, `�� o - 5' SIDEWALK
`< 3 TOW: 634.00'
O : 63 . rn ` , \�, EXISTING TREES TO % _ ) �_ I i---
OC: 3 ��' TOW: 634.00' �`.. ALL AREAS OUTSIDE OF THE NEW
BE REMOVED
p \ s"'? \' TOC: 3 \ \633 \ (-'-'635-- J TO REMAIN PROTECTED GREENSPACE
PLAYGROUND CONSTRUCTION LIMITS
S " �-- 1 POUR -IN -PLACE -CONCRETE STAIRS ° (NOT TO BE DISTURBED
q � � 63 _ �_ � �--- .`_ � -� EXISTING GREENSPACE TRACT D
ALL AREAS OUTSIDE OF THE NEW OF BEAR DEN ESTATES BLOCK 1�"
�\ PLAYGROUND CONSTRUCTION LIMITS
TO REMAIN PROTECTED GREENSPACE 2.3 \� �r - ` - �I
ry �� .�. .
C:
(NOT TO BE DISTURBED M - \ - \ ,f-rG ' ° "m ,a MAILBOX CLUSTER (SEE STRUCTURALI °� �, C —� ° \ �^
FOR DETAILS)�O�moc
o
17
-- N C: \ TO 6 N860 33' 16"E 53.09' \ \ �0. ��? �•
1 RETAIN ING WALL GAO �p hN6'
AREA FG:632.26 \
HEIGHT VARIES a ° 5' SIDEWALK
f \ �0 /
POUR -IN -PLACE -CONCRETE STAIRS L
_- RAN LINE FOR BEAR VALLEY CIRCLE
632 I 1�.<; dT'--1 —r`-1 1 6 ° -- PROPERTY BOUNDAR
S Y FOR GS TRACT D _ /
T C \�isa• N860 33' 16"E 5 - -
TOP OF WALL ELEVATION \ \ \\ = — — /
VARIES WI GRADE.
--QHORD: S89°08
CHOR'48"E
•285�------. - D'tEN 69 62
/\� ! L=69.666, R=582352 ` 53° 33' 40"E 20,64'
/ ADA ACCESS RAMP
_--- INSTALL 3'-0"TALL
\ j (MINIMUM) HANDRAIL
t - - - ALONG TOP OF NEW
RETAINING WALL
% --- 5'-6RETAININGWALL
BEAR VALLEY CIRCLE (46 WW) — ------ —
PLAYGROUND LAYOUT SCALE 1"=10'
(TYPICAL) Q
MAXIMUM CROSS 4" THICK CONCRETE REINFORCED W/ w $Aft SPACED @ 16' ON CENTER
SLOPE IS 2%. 6x6 - W2.1 xW2.1 SHEET MESH ONLY O
ON 2" HI SAND CHAIRS 24" O.C., MAX w
EACH DIRECTION 0
� O ILL SIDE'
#4 VERTICAL BARS @ 16"E •• O.C., MAX - BAR TO
f ' .... ' •.
LOCATED AS SHOWN IN
EACH CELL
6' TH'K SUBGRADE COMPACTED FILL ALL CELLS W/
TO 95% MODIFIED PROCTOR _. - - - - 3000 PSI GROUT
DENSITY
CONCRETE WALK SECTION NOT TO SCALE BAR PLACEMENT DETAIL SCALE: 11/2"=1'-O"
NOTE: TYPICAL DETAIL OF VERTICAL REINFORCING PLACEMENT IN CMU CELL
5 FESIDEWALK
T ON CENTER TMAXIMUMSIN ALL DIRECTIONS AND SHALL BE STEELDTROWELED ON AED AT
RADIUS NOT TO EXCEED ONE-HALF INCH.
POUR -IN PLACE PLAYGROUND SURFACE MATERIAL
6' THICK CLASS 7 (SB-2) CRUSHED STONE RET'G WALL TO BE FACED W/ STONE VENEER
POUR -IN PLACE PLAYGROUND SURFACE MATERIAL COMPACTED TO 95% STANDARD PROCTORDENSITY (COORDINATE W/ DEVELOPER
6" THICK CLASS 7 (SB-2) CRUSHED STONE 6"WX 2"D KEYWAY FOR MATERIAL
COMPACTED TO 95% STANDARD PROCTORDENSITY STABLIZATION
14 4 1'-0"W RET'G WALL (SEE STRUCTURAL PLANS)
3"W X 2"D KEYWAY FOR MATERIAL STABILIZATION J
(2) -CONTINUOUS #4 BARS @ 4 ° s ,
TOP & BOTTOM OF FOOTING a
(2) - CONTINUOUS #4 BARS
TOP & BOTTOM OF FOOTING N #3 VERTICAL BARS Q 16' O.C., MAX < 4 t a 4
V
#3 VERTICAL BARS @ 16' O.C., MAX �- 4
J �
a J d TO
91
u�-
DECORATIVE RETAINING WALL
SURFACING (COORDINATE W/
PERIMETER RETAINING WALL OPTION 1 SCALE V„ PERIMETER RETAINING WALL OPTION 2 SCALE 1"=1' DEVELOPER) SCALE 1"=1'
I I I
I I I
I I I
I I
I I
6' BELOW T.O. WALL
I I I
I I I
I I I
I
I
I a ...
8" CMU WALL REINFORCED W/
#4 VERTICAL BARS @ 16" O.C., MAX a.e o00 o°
g
-FILL ALL CELLS W/3000PSI
GROUT (SEE BAR PLACEMENT
ILL SI DE
4
DETAIL FOR OF BAR COVER &
GROUT CLEARANCE)
I II I
PROVIDE CONTINUOUS "C"
#4 DOWEL BARS @ 16" O.C., II °
BALLAST BEHIND WALL
° o
MAX - LAP 30" W/ VERTICAL
WRAPPED IN FILTER FABRIC
AND CONTINUOUS 4" DIA
REINFORCING & TURN BACK II
PERFORATED SCHBO PVC
18"INTO FOOTING II
II a
PIPE (DRAIN TO DAYLIGHT)
3'-0"
III I
II I
I
II I
II I
II I t
I
Q
#4 TRANSVERSE BARS
I
I
&TOP &BOTTOM OF F
6) - CONTINUOUS #4 B
4
TO & BOTTOM OF FOi
P
#4 VERTICAL
"L" BAR INTO
FOOTING
KEY 12' O.C., 1-4-p{p 2'-8"
MAX-TURN
BA BACKS"
INTO
KEY
8"
CMU BLOCK RETAINING WALL
SCALE: 1/2"=r'-0"
TYPICAL SECTION THRU 8' CMU RETAINING WALL
N
3TH
iING
NG
10 5 0 10 20FT
SCALE: 1 "= 10'
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PROJECT NUMBER:
SHEET ISSUE DATE:
01-17-2023
PAGE TITLE:
PLAYGROUND
LAYOUT
SHEET NUMBER:
C1.1