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O w----- APPROX. EG=4732.41
4�-_w- -
EVEd2Gd��EENDRIVE ------ - -_- _w-w-
III w_w APPROX. EG=4732.17 �
w
_s 4�3 III -> w
s
s s _
----s s s_APPROX. EG=4730.67 ' APPROX. EG=4731.05 III k��y���///
------------ s s s
s s s
s
s 5 V7
FG=4729.64 \ \ III "
s CA
' I� II� � I � s -
3 ,4 FG=4729.73
--------------- p
c
*}j 31.0 / o C
n
CATCH CURB
-20% <\M 0 IJ SPILL -2
FG=4729.72 w FG=473L20J i
r 2
♦• ,-- ----_--_-__ R>3 t " o I 329 CATCH CURB M5.1
CURB
I -- ----- - `� -_-- --- _--_ --_--_ _-
• ------- --ROOF IN FG-4731.10 �p
------ M INV. IN 4730.00' - J--473i _
4731.0 r J �- u Ju J - --4733.0 _ FG 4733.66
w -Ju
- -- Ju SPILL CURB FG=4730.60J JU Ju Ju JU Ju JU JU v
/ ------ 4r31.
I 4-'31 ---m -- - -- du -- ---- ----- -- - -- --- --- - -- J _ FG-4733.39 -- -- --- - o
4- 5 -- --- -- ---- - FG=4730.65 Ju Ju Ju FG=4732.98 J Ju Ju
FG=4729.73 i FG=4731.02 k1'�• I c�
♦ 47 e
/ '♦a ••. -4.3% `q ] FG=4731.05 47310 FG=4730.83 E E E_3,% E E
1 FG=4730.54
FG=4729.71 PROPOSED (1) / FG=4732.88 FG-4733.16 0� 1
3 w 6" CONC. STEP _1_5% SPILL CURB K
I �� / FG=4733.53
.♦+ I I -4,47 SPILL CURB --_-
I
I s "
O n
N�' FG-4733.46
3 n I n i o i �"
a +' o ri•
Lei 2 I 'q. •� PROPOSED 8" SDR 35 / 4733 a
I i9 V. I -t.1% PVC OR A-2000 PVC '' o
S A PROPOSED FG=4733.33
e6a I
STORM DRAIN. MAINTAIN 'J, '
$ dLDd / FG=4730.36 A�3 CATCH CURB "'
�� 19, MIN. GRADE. l
- -'� F.F.=4731.50' a -3 / FG=4733.zs
7 �' FG=4732.66
?'e FG=4730.19
CATCH CURB i Il e
�' SPILL CURB
/ 2 I FG-4733.00 Q _z.o%
\ FG-4730.06
FG=4730.00 FG=4732.55
'
''%7 • '► FG=4730.70 FG=4730.56
4 FG=47\8 z 3$%
APPROX. EG-4728.90 /
U o ti o o . '. FG=4733.12 /
J a-M1 o N ♦ a ♦PROP. SIDEWALK o♦ �• ♦ems
f ♦. ,. v. /
` .♦ CHASE 'hl ; 2.25-FT WIDE eo% o ♦ r/
FG=4730.44 4 � ♦' o b
FG=4729.35 ;; ♦' C. CHANNEL
Fc=4729.4sa• ♦'
�.., S♦• ♦ ♦ 4 ♦ a-SD-�9 SDo- 3-FT WIDE
a DROP CURB
. AND CONC.
APRON
SD-
UT
NV. O
FG=4730.44
/
/r
/ s
♦ �'♦ .�., i4728:64 PROPOSED BUILDING a P
FG-4731.23 SPILL CURB IVp
_ ��OOO (FUTURE PHASE)
FG 4729:35 �x.Z-s, -�'" , ^'S F.F. = 4733.50' // r
e�
FG-4729.25 ��� �� �, PROP. DETENTION POND
�\\ -27.5% c
POND BOTTOM = 4728.50'
473L5 TOP OF BANK = 4731.00' r r
APPROX. EG=4728.76 N STORAGE = 1,730 CF AT
V4731.0 \\ r 1.5' DEPTH -
r /
\\ \ .0
8.53' OF 12" STORM DRAIN O 0.50%
477b 473p NV. IN = 4728.50
° INSTALL FETS -
_
i
2.77' OF 12" STORM DRAIN.®1.007 36" STORM OUTLET STRUCTURE
INV. OUT = LL FE S RIM: 443173
SUMP:4727.71
INSTALL FETS �\
/ `INV IN:4728.46 12"
4733 NV_OUT:4729.00 12"
REVISIONS:
1. GRADING AMENDED TO PROVIDE 225-FT WIDE
LANDSCAPE ISLAND DRAIN CHANNEL.
NO. REVISIONS DRAWN BY DATE 0 10 20 30 PROJECT //: 21-076 SHEET
�[]�
1 AS OUTLINED IN NOTES ABOVE MCG 5/09/2022 STI LLWATER HOSPICE PICE 32 DISCOVERY DRIVE DATE: �11/23/2021
BOZEMAN,MT59718 Civil Engineering
GRADING PLAN g g GRADING PLAN C1a3
SCALE (FEET) PHONE(40)582-5-0221 Geotechnical En ineerin ALLIED
FAxedengi82-577. Land Surveying EN6�NEER►IN
PROJECT ENGINEER: RSR DRAWN BY: MCG ll➢OZ.L'.1WJLAN,MONTANA www.alliedengineedng.com SERVIC@,tl/C. yo STIILLWATE]R HOSPICE
DESIGNED BY: RSR, MCG REVIEWED BY: RSR 1. AA�� AA�� ll�� eProlet"�
°+�e.= GRADING PLAN