HomeMy WebLinkAboutRed Tail Meadows Condos ��oF McWrl'Fa
MARK A. '
CHANDLER
AREA , No. 9518ES
DETENTION y9� fc Is It' ,gip'
�n I BASIN
Sheet f of f
I r,
CONNECT TO EXT'G CD
18" STORM SEWER CURB CUT RETENTION BASIN B
INV IN 4720.7.E
�-DRAINAGE SWALE BOX 6 Ot ER DRAINAGE- GG 24.4 FG 23.5 FG 24.0 FG 2 TOP OF BASIN 4924.E
I i RIP RAP WITH 4"-6" BOTTOM OF BASIN 4923.5 E-
SWALE E SLOPE 15-207, 7 8
!n c
� _ 6" SCH 40 PVC FL 23.0E
fi� SCH 40 PVC -- -�/ FG 23.3
-0'4ZL4 ------ >- 0.4ZL► !T -O'1ZL4----
ONNECT XTG S N SWR S 4725.0 -FG 25.2 ! 4725.0 ��FP 472❑5.0 GG 2a.9 + W mL '
e CURB CUT \'o 0
C 5
SERVICE STUAND INS ALL 4• �. GG 24.0 G 2
SE VICE. S 1�27F MIN. VERIFY N N r •� DRAINAGE C o fr
LOC. AND IryIVERT EL NATION a < SWALE W
PRIORb!CONS UCTION
z FF EL = 4727. 5
FF EL = 4727.2 c FF EL = 4727.2
I lI v o V
FF EL = CIE
4726.E o e a ° A g
A BREAK n Q
e L25
. 25.85JGG 25.5GG 25.0 `FG 25.85 e 4725.5 -� 0GG 84.2 oNZLq a�2S 47E5�5 `
S a 6 c a OL '9ZL4- v
I J26 � �oLLOGG O'9ZL4 �SS OSr< �---�� GRADE BREAK 6ZLq �/ o
GG 25.7
n s bti q GG 25.8 GGW24.0715T O HANDICAP ��1Uq GG 25.8
L I"
F EL = 4728.25 B0 4-
I �
> _ FG 25'0 J
N _ I V CG 26.1
W - N c,ZL
FF EL 4 27.9 7 5 q- � FG 26.0
/p9tiL 9'b o FG 26. /-FG 26.0 bVp/
GG 26.05 t" DRAIN GE I �9
kid SW LE
�n FG 26.5 ( FF EL = 4728.6 a FG 25.4 m +
/ S 9zib 6 FF EL = 4727.35 �4726•G -
O'9ZL4 bV4 `O'9ZLi ALE GE..
GRAVEL BED ��' `* O0 _" 5
SLOPE AWAY B.O.W- o DRAINAGE GRAVEL BED
- _ FROM BLDG® GG 26.95 •25- SWALE F 25.3 RETENTION SLOPE AWAY FG 26.1
BASIN A FROM BLDG ®2% /
B.O.W. 7""J TOP OF BASIN 4925.0
0 O
w GG 27.1 FG 4726 BOTTOM OF BASIN 4924.3 N LZL4
5 -0•LZLti � SIDE SLOPE 10-12% � S.LZLf
01
L0. FG 25.5 o B.O.W.
28.1
TRANSFORMER \•/
__-- 726.0 �� FG 25.75-� GGB B.O.W.
1 �. VI; ' Ir -� r GG 28.17 - _� O
CONNECT TO EXT'G WTR-- - 26.0 ! _-0.9ZL4 - N r
SERVICE MAINTAIN 6.5' COVER. REMOVE'EXTC-CURB-dc - � WV
5t
VERIFY SIZE AND LOC. PRIOR C BOX 26.
TO CONSTRUCTION APPROACH PER C.O.B. SWALE '
---=-___SID.DTL 2529-12 _
_ - W -CONNECT TO EXT'G WTR
_ SERVICE. MAINTAIN 6.5.5
' COVER.
VERIFY SIZE AND.LOC. PRIOR con 0
W REMOVE EXT'G CURB & TO CONSTRUCTION
CONNECT TO EXYG SAN SWR - Ali. a Street CONSTR
SERVICE STUB AND INSTALL 4" '=CONNECT TO EXT'G SAN SWR O.B.
SERVICE. S = 2%MIN. VERIFY SERVICE STUB.AND=INSTALL 4' - Q STD DTL 2529-12
LOC. AND INVERT ELEVATION SERVICE. S = 2%MIN. VERIFY
PRIOR TO CONSTRUCTION LOC. AND INVERT ELEVATION
PRIOR TO CONSTRUCTION CONNECT TO EXrG W-TR- -
CONNECT TO EXT'G WTR SERVICE. MAINTAIN 6.5' COVER.CON 1�ECT'�C35iT'�$AN SWR
SERVICE. MAINTAIN 6.5' COVER. VERIFY SIZE AND LOC. PRIOR SERVICE STUB AND INSTALL 4* Al
VERIFY SIZE AND LOC. PRIOR TO CONSTRUCTION SERVICE. S- 2%MIN. VERIFY
TO CONSTRUCTION LOC. AND INVERT ELEVATION 0
PRIOR TO CONSTRUCTION
LEGAL DESCRIPTION N J
LOT I,LAUREL GLEN SUBDIVISION A
S 1/2 OF SEC. 4, TOWNSHIP 2 S.,RANGE 5 E.
OF P.M.M.,GALLATIN COUNTY,MONTANA
tE tE GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS,
g
C 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE Drawing Date: 12120105
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
ENGINEERING DEPARTMENT.
Scale In Feet
3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 20 0
I
BEGINNING OF CONSTRUCTION.
6 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS Scale In Mete-
PRIOR TO BEGINNING CONSTRUCTION.
5. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. T Contour Interval: t Foot ABI
6. TRENCH BACKFILL SHALL BE TYPE A.
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