HomeMy WebLinkAboutC1.3GradingPlan Ok1'Q ;.----------w w
3 w w-w- APPROX. EG=4732.41 /
w / /
---- - - - - --- w w ----
�� III � �
w-w- FG-4732.59
EVERGREEN DRIVE
3 w -
w-w w APPROX. EG=4732.17
4)3 15� �-w-w APPROX. EG=4729.44-s _ _ _ _ _ III J? FG=4732.45�
i s s s APPROX. EG=4730.67 III %
3 APPROX. EG=4729.61 / --- - - -- s s s s s s APPROX. EG=4731.05
s s
s
APPROX. EG=4729.71 s
♦'• \ FG--4731.05
s 9
3 .• FG=4729.73 / 47 FG=4730.94
o
__
�_ Lu
°% FG=4729.64 CATCH CURIB•[P_ - Ca
•, Gj�i729.72 ----------------
- <- ---- ------ - -FG=4�3L FG=47347J R�4� . IIJJ FG=4733,66 I� l
I APPROX. EG-4729.65
4731. 0
7 - -- i 4732 ---- --------
43L0 ROOF DRAIN �u �� �u- J u 4733.0 J
w -- -- SPILL CURB u -
3 i ---- - --VERT IN-_4730.- - uu �u Ju Ju �u _ 73 'u JU -- -
I - -- - -- -- ---- ----- -- - -- --- -$- ------- - o -- -
PROPOSED 1 ------- FG-4730.60 JU Ju FG 4 2.9 -FG=4733.39
- C � ) -O ---- - - Ju-SPILL CURB
i Fl 6" CONC. STEP FG=4731.08 ��y'�� -I---- Ju Ju J Ju
FG-4729.13 �k R�3R FG=4730.65 -- 47 �2�q
33
FG=4731.02 1 CATCH CURB o'r
s
FG=4731.05� E E
' -_a_a~• I' ♦ o� ,♦, FG=4730.83 E E E E E E SPILL CURB
FG=4730.54 FG-4733.16
4732.88 or
w G=4729.71 ,`4, SPILL CURB M
y FG-4733.53
F4 -2.0%
FG-4733.46
q •� I 4733 FG-4733.33
PROPOSED -t2%,•t SPILL CURB '� I ♦ o-
BUILDING FG-4730.36 � k.�+�2 CATCH CURB
]BROPO
PROPOSED 8" SDR 35
F.F. 4731.5®> �;
♦ - / FG=4733.25
= PVC OR A-2000 PVC FG=4732.66
•STORM DRAIN. MAINTAIN -
`�7 1%-MIN. GRADE I FG-4733.00 -
• FG-4730.31
oi / e -2.0%
M ��n CATCH CURB �= T
..� ♦ co FG=4730.56 FG-4730.00 FG=4732.55 FG=473298 /
APPROX. EG=4728.90 FG=4733.12
�IU T ° o . . m♦ o PROP. SIDEWALK /
J 3_k1T }_ .� �. to 7 • CHASE/ .♦�' '� i � '� � �► �; ♦ � ti •i r �e o. � ' 'w � � ao% cNF . oI; /
FG=4729.35 1 V it „� -6.2% /
FG=4729:45 ,O ♦: V FG=4730.44
PROPOSED 2.25-FT /
4j 31:g S i-',, WIDE GONG. CHANNEL /
o♦ .i t'1 f s ♦ t. •� �, FG=4730.00 0 �. / ,n /
I, ♦ �: •� ° FG=4731.23 FG=4730.82 3-FT WIDE
v -2.0% I, o INV. OUT
DROP CURB nN MN
•. , V -2�0% AND CONC. 4728.64' o *
• � APRON n
c c �•• FG=4731.23 SPILL CURB o o -
M /
F0=4729.25
- PROP. DETENTION POND o /
APPROX. EG=4728.76 s POND BOTTOM = 4728.50 ,n /
\ TOP OF BANK = 4731.00 of r
-4731.5 STORAGE = 1,730 CF AT
1.5' DPETH
4731.0
u?I
EX. DITCH a -
\ OF 1 STORM DRAIN 0.50%
INV. 4
INV. IN = 728.50
47,E 4129 \ �� INSTALL FETS -
4730
2.77' OF 12" STORM DRAIN @ 1.00%
INV. OUT - 4728.97�
INSTALL FETS \\ 3� or / /
REVISIONS.
i 1. PARKING LOT GRADING HAS BEEN REVISED TO SHOW ALL PARKING IM AS
PART OF PHASE 1 IMPROVEMENTS.
NO. REVISIONS DRAWN BY DATE 0 10 20 30 PROJECT #: 21-076 SHEET
1 AS OUTLINED IN NOTES ABOVE MCG 5�09�2022 ������y�V���� ®����JG 32 DISCOVERY DRIVE DATE: 11/23/2021
�7 BOZEMAN,MT59718 Civil Engineering
GRADING ���1� g g GRADING PLAN C1a3
SCALE (FEET) 1�1 PHONE(406)582-0221 GeotechnicalEn Engineering
ALLIED
FAx(406)s82-s77. Land Surveying EN6�NEER►NR
PROJECT ENGINEER: RSR DRAWN BY: MCG BOZEMAN,MONTANA www.alliedengineedng.com SERVIC@,tl/C. yo STIILLWATE]R HOSPICE
DESIGNED BY: RSR, MCG REVIEWED BY: RSR ..LL.. AA�� AA�� ll�� eProlet"�
°%�,.� GRADING PLAN