HomeMy WebLinkAboutC2.0 Site Grading and Drainage Plan 07-01-2019 r
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PLAYGROUND
Sheet 2 of 3
�I LL RGP r�rs a PARK AREA m1 E
( FL OU4805.10 °j• \ C _
m y
,D PROPOSED'DEfENTION PONU�.\ N o
4:i sfDE*S-6P.E§W
DEPTH=1 S Fr
\ PARK B ` yR�ERDb`VOL=1,516 / _\ (f) m
. RRby VOL-l' CF -
63'of 12"PVC® 1.58% " "Ag11 4• 10 o
OUTLET STRUCNRE(f1 (48") - I L
RIM:4809.70 11. C ��
FL OUT(NW):4806.10(1 3
2") //! t
INSTALL PER DETAIL 15/C3.0 11)
J m o a
GONG GARBAGE // / y BOP(8¢ .. �.. W
c ��11• CONCRETE SKATE FEATURE
CAN SLAB ,. ,. ,. '�`,.�.,�., 10.6) /I` " FINISH FLOOR AT 4815.347' B
.� a•.
gyp'�`� A• LEANING. ,�ii.6
Y/ IN AI,LA4' r '� /(11.fi6
DETAI
� �11 1.7g�
.30- ' IN D
PARK AREA F�
• URB CUT CLI AI
Scale
INSTALL A-
6RAMP
.71_i3JY 11 \ 4813� _ on Feet
- 20
/ PER DETAIL 5/C. - 1.34) 20
T 14.8 INSTALL Rgq C
RE C3 H0. OFF-SITE POWER GAS 6 0 6 V
21) EXTENSIONS,COORDINATE ^
WITH NORTHWESTERN ENERGY \ / Scale In Meters 1�
/ YYY w Contour Intervals: > Foot
.74)10791)
Imo- h�p9 \a
0.88) POS N V
PAVIWON p y'17) DOWNSPOUT Y /(13' '� WATER GATE
• ,r a.)c
o- INSTALL RED VALVE A
CURB PAINTt 3 _ _
1.24 1.1984 Acros '_
_ _______
LOADING ZONE BLOCK 8 (1---"- ___
' ( FF(14.89) 52,204 Sq.Ft. ° - - //3 PS"" _ --� Pa
/ )� NCH ___ - 13.
P K BENCH FF 1489 DOWNSPOUT
INSTALL RED ( ) 64 2
r
CURB PAINT SW41 75) {+1 1 .50)r •a
(11.32)\ INSTALL STAIRS WITH �� . . ' 13.7 / ------
APPROVED
LL °° (11.50 (1 ) HANDRAIL FF(14.89 �. / ----------_ i
il. • INSTALL NING / -7 RISERS
��Igg p FENCE PER AR
A6 'I • PLANS 481y INSTALL HANDRAIL INSTALL STAIRS WITH
" -14.89) APPROVED HA RISERS IL ���/ - SAW CUT EXISTING ASPHALT.BACKFILL /
BRIDGE yy�� TRENCH"WITH APPROVED MATERIAL. / O
a e� BEGIN HANDRAIL DOWNSPOUT 4. MATCH EXISTING ASPHALT THICKNESS
DOWNSPOUT PROPOSED BUILDING VV{{ (- '
12,540 SF(FOOTPRINT) �%< � jREPLACENANY DAMAGEDACURB PATCH.
F.F. ELEV.=4814.89 ." 1 1lkkkkk PIPE
/ ( .27 1
ROP CURB
4813 �� 1' PLANTER .+/ / � 3"BRASS CAP
DOWNSPOUT /� j
3•�1�.}�1 %y 10'ADD'L RIGHT "WAY TO CITY OF ojA LIVE TAP EXISTING WATER MAIN WITH
INSTALL CONCRETE CROSSWALK / y r�
v
y gv p0 FILM 18, P. APPROVED 2"SERVICE 0
i y ` (6"THICK W/N0.4 REBAR ON DOWNSpO / r R APPROVEDr
11J 3 3.31) 18"GRID).COORDINATE Z7 / CONSTRUCTION PLANS.
,INSTALL DUMPSTER ,. „ ,j,3 13.34) (1 .24) PATTERN/COLOR WITH OWNER ! y
\ r INSTALL 4' FIRE LINE PER
ENCLOSURE PER - 1 - ,/�W .".. / / 70 A ZEMAN
sP j ,� ARCH PLANS / DD'B RIGHT DEED,
WAY TO CITY OF BO
yj W BY QC DEED, FILM 16, P.1386 O
/ INSTALL ADA RAMP Py-
. PER DETAIL 4/C3.0 `\
p
i
4812 - tom. � / Z POV
" (14. .�.i.,. DOWNSPOUT
DOWNSPOUT14
\�O • /
(13.77 �
INSTALA•
'gEb 'w( / J
CURB AINT FF(14.89) ,` / ,�� 'j / �/ O
,\ • • IN BI RACIyS / // OV BACK OF Ci
\\\\V 1 50.0'WATERCOURSE LL W• 4814 PER D 0/
O
/ SETBACK INSTALL A
0) PER 3. 7 4.1 D 5/C
14.t 48 13- BLOCK 8,
9) �� LOT 6A
1as U
\ INSTALL VALLEY GUTTER(]ETAIL
/
.49� PER� 13/C3.0
- 5/�"DEBAR % / 15.90) 3 /
a /
4815
15.44 '62 7016.20)
/
i
12.5E TRAI `,. 0 s/
EASEMENT F
i
- WETLAND BOUNDARY i
AS - FIELD.LOCATED / I/ -
.. . . 10
4/20/2017%
%
s1, Issue Date:7/1/2019
r
5/$' REBAR WITH'YPC I `I REMOVE EXISTIING 6"CLAY
/(R CENTER, 5653ES) i SERVCE STUB.CONNECT NEW 6"
5/8" EBA SERVICE TOEXISTING MANHOLE.
/ SAW CUT EXISTING ASPHI LBACKFlLL
TRENCH WITH APPROVED MATERIAL.
MATCH EXISTING ASPHALT THICKNESS' ' N
IWITH BITUMINOUS ASPHALT PATCH. II s � un smH
LOT 2 REPLACE ANY DAMAGED CURB. CIO
UNIOP SARI) 79 �3
SITE GRADING 8 DRAINAGE PLAN
C2.0 SCALE:1"=20'
#180662