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Z DRIVING SURFACE AND SIDEWALK DETAIL co �'111 n $?4 8
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SC1LE: 1'=40'
#02026.12
FINISHED GRADE
LEGEND GENERAL NOTES END VEW
_ec4 LEGAL DESCRIPTION OOF M0.Vlq 0
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. O ����
x(µ.20) PROPOSED SPOT ELEVATION 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE C=Dt R
�n PROPOSED DRAINAGE DIRECTION MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 56" A PORTION OF LOTS 3 AND 5, VILLAGE No. 9818ES
(DIRECTION OF DOWNHILL FLOW) ENGINEERING DEPARTMENT. 38 O BOULEVARD MINOR SUBDIVISION NO. 344y
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 6" NE 1/4, SEC. 7 AND NW 1/4 SEC. 8, T. 2 S., R. 6 E. OF P.M.M.,
DRAINAGE AREA BOUNDARY ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., CITY OF BOZEMAN, GALLA11N COUNTY, MONTANA
FOR ALL EOUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 6-
INSTALLATION SHALL NOT BE MADE WITHOUT THE(PRIOR WRITTEN APPROVAL OF ALL
MAINS STORM SEWER RAND BY THE
IMPROVEMENTS ONLY)TO PUBLIC SEWER/WATER IFCO 772 FRAME & BENCHMARK sheet 2 of 3
IFCO 772-8 COVER TOP NUT OF HYDRANT
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE GRADE RINGS #211 AT THE NE m
BEGINNING OF CONSTRUCTION. CORNER OF MAIN AND CYPRESS(VACATED) c m
ELEVATION=4811.33 FEET
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS n;
SIDE VIEW (CITY OF BOZEMAN DATUM a��
PRIOR TO BEGINNING CONSTRUCTION. ) Q1 S4
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. A SPACE [
7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. 8" PVC " TEE 8" PVC () LL
QpP INLET `
S. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE EASEMENT LINE TO OUTLET WPLING m e
THE BUILDINGS ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. 35" 18„ 36+
9. THE INSULATION OF THE WATER SERVICE LINES FROM THE EASEMENT LINE TO THE BUILDINGS ffi
ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. L _
10. ACCORDING TO CITY OF BOZEMAN REOUIREMENTS, APPROVED DOUBLE CHECK BACKF BEL
LOW IFCO SERIES t
PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING SHOWN. PIPE BELL GRATE di
Waf11. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT OR APPROVED EQUAL
TO VERIFY ADEOUATE FALL FOR SEWER SERVICE. TOP VFW
Scale In Feet 12" DIA. RCP PIPE
30 0 30 --- 1 W/BELL END g�
y 0 9 CERTIFICATE ACCEPTING CASH DONATION IN -LIEU-OF LAND DEDICATION 3' � �
Scale In Meters In as much as dedication of park land within Lots 3 and 5 of Village Boulevard Minor Subdivision No. 344 would be undesirable for park 8" PVC I SCH 40 PVC STORM SEWER
OUP&
and playground purposes, it is hereby ordered by the City Commission of the City of Bozeman, that land dedication for park purposes be 8" PVC 4" DIA 4" DIA 8" PVC
waived and that cosh-in-lieu, in the amount of �/.O doll ors per acre pp1 4%.simple interest, be accepted in accordance with OUTLET ACCE ACCE -INLET
the provisions of the Montana Subd'ision and Platting Act, 76-3-101 through 7 -3- 25, MCA, and he Bo man Unified Development W
Ordinance.
Dated this r day of 2005. f v
Planning Director
City of Bozeman, on no
f '°'
a a
UNDERGROUND PARKING GARAGE 2 SAND AND OIL INTERCEPTOR , FLOOR DRAIN DETAIL
-- - - _ -, C C2
NHS
SERVICING 2 UNITS -- - LEGEND 2 NTS
! 1.LOBBY&STAIR
j 2. GARBAGE RECEPTACLE
3. ELEVATOR
4. PARKING SPACE a
a 5. STORAGE
�d o 6. CIRCULATION PATH �04
0� 7. SPACE FOR DUMPSTER _O y
8. ENTRY TO GARAGE M
vi 9. OPTIONAL SPACE FOR
MECANICALl ELECT•RICA.
00
I
x .._.__._...-f- � -..-I- _.�= it - ...r
n.0 ( ( , -.
izo n.o). o' n.o 77.
( FL OJT= )
o ,
.SAND & OIL F7111
�U T� 3�.A .0) 73.07 N ED CEPOI 77ot R LTCRCE OR , I ,
F1'.IN=73.58 I I I I I I I I �x■x�
76.5 -..- 76S ) ' ( (76.5 76.5 76.5 L...
,7- -
FLOOR'- F400R FLOG ) �67a - -- I, I 7s.7a'n R a7 FLOOR FLOOR -
F R FLOOR ) (76.76) DRAIN I +74.76 _ DRAIN
D N DRAIN DRAIN DRAIN DRAIN RAIN
7s 7 �� D FLOOR FLAOR
(76.71 I c 76.71) I I ° I(76.76) (76.Y1 DRAIN I DRAIN
...I I(78.7 -_I-o-•7-Fq l--OI-N R■7,n P 87o)1�1 (77 0
(-n�.00 II--n77. ._I I ..-�O•L_R_p'ApI NR"' I -'j--'.II_-7 IiII0.._._.F.-: _�-.i.-._._.�,'. ._;._:-.I'`' 4f
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n n f
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' 17 7 FL=(5.76.7� 17 71) (78 r (h.761 (76.711 (�77, iio "
75.17 73 6.5) 5 H=( _(j1576.5 .t .1 65 sFOR FLOOR FLOOR OOR FLOOR F0N FF, NR D RD IN DRAIN DRAIN DRAIN DRAIN DAI LROAN
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[�LTEj]I Tim nt[y n�v�rame_rr
REQUIRED PARKING STALLS (RELAXATION W/OUT ON STREET rw
16 --------- 18R --------- 24 CARS
148 --------- 2BR --------- 96 CARS 122 (5 HANDICAPPED)
16 --------- 3BR 48 CARS
Drawing Date: 2128105
TOTAL 168 CARS (7 HANDICAPPED) = 25% RELAXATION
PARKING GARAGE GRADING/DRAINAGE PLAN
C 2
SCALE: 1"=30'
#02026.4
LEGEND
_(+a20) PROPOSED SPOT ELEVATION -� � 3 r Cj(,G
ten.► PROPOSED DRAINAGE DIRECTION X�,-�^ ��� �,/^n/D. 09128 y --- ---- 1�� y�A. �
(DIRECTION OF DOWNHILL FLOW) -�� D L 1 ► ` r2,53
6� �C�o M
o
PROPOSED STOP AND/OR STREE1000
T NAME SIGN
PROPOSED CURES AND GUTTER ,may-r� X� _ C F lNo�
PROPERTY LINE r.
PVI SYMBOL -+- ,1 •t s,
if Sheet 3 of 3
-._-- SWALE 0f0mu
ti m E
-- EXISTING SANITARY SEWER MAIN ✓ `� �_ 7j8 Q } t\�� rm°f
EXISTING SANITARY SEWER MANHOLE l Q�� 02G0 -
EXISTING WATER MAIN �a�.QQ R'Jg 53 - ` .. � �--r 1N m
• DYNAMIC SINGLE 50 WATT METAL y '12 32., 1 \ ; op 2'2 = \, , OPT �F 7 5 i (P `
HALIDE FIXTURES ON 14' POLES `- �S48 , $" }CM J - i �'t`-,( ^� ;-\ V I
C -LUMEC TWIN -
FIXTURES ON720wPOLESETAL HALIDE (V Gb pA0 131a47 2 " � �r��,\J a_i P ° n 8
,�D`�.Dc^ OO FOacEOMONBNh I?OLCD
Rpafl K Z$g 48 ES�LL �[\�_ - '\t~ l}._ ��� L e S
YR - F
VICINITY MAP `� 'RE,IN YAZM - _ -
'"'� sra 11 n� R W n .
i J W�y�eml I a � �• �
I JI LJ - _ - Y/; `� •m� a
I O !vw ry;
C = G'!AH #op4 - -Eri�_ -,�. n�o��\'V(+i'.oo + S�,N J` i \ P
Hk75474351
NOT TO SCALE L' w 4743.4
erg \s ,
Q-
N \` o c`s. 12"ACC
O AT.Uj
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vw h '\
a
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Same In Feet
T� 17 WOE FUBIIC ACCESS EAY4FNi 1\\
50 0 50 .OLY4Ri
{. BToi_... - .✓. _ ,¢i�, d�cr - - - -- =---/ ------ \.r
_ uNfT - hP�� � O
,s o ,s T - T A IIrtrt�dtt
Scale In Meters t i __ a - `l �4 - - O UI:YL�
�1�1IT C
_
_ --
5 j\
06
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- _ ' I c� _ A
Itr :s von = $ \ /• M o��
� 1 <\�!o0
46,
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r
TIUTY ASfrfAE
i, • m�
i # • $ ^�' Drawing Date.-2128105
i� 'o �.. • 4, l
i
AV
TV
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r;
-
SITE PLAN
SCALE: I"=50'
02026.4