HomeMy WebLinkAboutGallatin Valley Furniture EI$TING C.-LRN FENS SITE DATA ��A %
oN�DJxCENT RROPER'Y
NOTE: VLRI 'i )TILITY LOCATIONS PRIOR STORM RETENTION POND /1 STORM RETENTION POND/3 TO ANY GRADING OR EXCAVATION TOTAL AREA = 37,220 SO FTC ROOF DRAINAGE ROOF DRAINAGE BUILDING AREA = 17,228 SO FT ' MARK `
Txa1'x1'DEEP WITH 3-.1 SIDE SLOPES Tx31'x1'DEEP WITH 3:1 SIDE SLOPES II o` CHANDLER
178'48'20" 17$'4$'20" PAVED DRAINAGE AREA k1 = 3,728 SQ FT r
BTH ELEV=RED A BOT ELEV=lJC75 I.y, No. 951SES
LENGTH&WIDTH MEASURED AT MID-DEPTH 110.00 85.64 LENGTH @ WDTH MEASURED AT MID DEPTH PAVED DRAINAGE AREA g2 = 6,338 SO FT
30.00'
—z o EXISTING- - - - - - - - - - - - - - - - - - - _� POWER POLE
- - _.- - - - - - ♦ \ 1/4"x14"x5'-0" STEEL TREAD PLATE
e_E E.Ec _EEc - I I I ) 1 I 30 Sheet g
- t?lft&Ixnwug eet f o1
- - -
- - - - - _ _ - � - - -
104' -- - --- -- m
PD
106 - - - - - _ CCi tt-" ®iieles
`ELEC.YFRR / i
m 9/t0i
w /� i _ _ � C Z �8$ •z/s/se
o / 3" OF 1" MINUS
ROOF DRAINAGE AREA /1 o ROOF DRAINAGE AREA /3/// WASHED ROCK V `
o // p) a" TIII(:K C)NCRFTF TROUGH Wz
/ ROOF DRAINAGE AREA /5 ROOF DRAINAGE AREA/7
X 5 DRAINAGE TROUGH DETAIL s '
NTS
NOTE: FIRE SUPPRESSION SYSTEM TO BE DESIGNED o
- i BT A P.E, AND APPROVED BY THE CITY CONCRETE SIDEWALK WITH 3/4" 8
AS PER CITY RED. `" - - UQ E ' AND CONCONTROLJOINTS O 6'JOINTS 0 40"OO.00,C a G
/ x t6 m)
y // o n 2%SLOPE OR AS SPECIFIEDElf tFP�
2
Q w / ----� OF RIDGE '�w a E----------------- FLOOR DRAIN -� 01a ASPHALT PAVEMENT SIN
S'J"
TYPICAL ASPHALT CROSS—SECTION o ELEV=7G59D ; AS SPECIFIED) > oQ�JPp\6`ol
a c1 Nrs �\ LOT SA 9 r, \
' 3:12 ROOF SLOPE 3:12 ROOF SLOPE \ z OR SLOPE S/Op
I- u _ " NEW BUILDING o z OR AS SPECIFIED
(n z - -------- - - --- o ¢ rLq 14
o ---- ----- - -- APPROX. 75'X106' = 7348 SQ.FT. p +
w SOT 5B #6
a � � ROOF DRAINAGE AREA � I� FS /
Mx
Z \ v ci
ROOF DRAINAGE AREA /2 \ z
- Wz O 7 3" OF 1" MINUS GRANULAR FILL
o EXISTING BU LDING T o
LJ 2-,y4 CLINT. / �a v SEE DETAIL 1
104' X 95' 9880 SQ. I \ m
n FLOOR FLFV = 4709.69 FEET DE NAr;; \ zoa c1
FLOOR ELE� = 4709,69 FEET , SPACE TYPICAL
SIDEWALK CURB DETAIL
= SEE DETAIL 1 \ PARKIN \ �� I
THIS AREA
V C7 \' \�� FRE SUPRESSIONN SYSTEM 0TTO y INI \\\ C1 NTS
6i" BE DESIGNED BY P.E. AS PER CITY RED. ROOF OR/I l� AREA I \
C ROOF DRAINAGE AREA 04
RISER MINIMUM 2' FROM EXTERIOR WALL
AND 1'ABOVE FLOOR. SIZE AS PER
E DESIGN X // N W O/H D 0 XGRADE BREAK X_ TOP 4"OF BACKFILL
O - • - 1
J RD 1Q6' X(9 ) (9b9) (9-El X -X(94,)
EXISTING iNStAA[L GUTTER THIS"* -, -f -` (981 ' r0 BE TOPSOIL 12"
v , DEPRESS CURB TO THIS LINE FOR
DESIGNATED 2" WASHED GRAVEL CURB DROP. TRANSITION LENGTH
PARKING oS (u.w INSTA ASPHALT PAVING I a IT'S 4` BETWEEN NORMAL &DROP CURB
SPACE NEW 5' CONCRETE SIDEWALK /[ R FLUSH LD CONIC SIDEWALK 3 0. SECTIONS SHALL BE 5'-0"
.0 j. �x (vw)X 8 FROM LDC TO WEST 5' o
,60� 2 CURB CROSS—SECTION -' - / 8 Z X �� o ------ SLOPE
c0 I C1 S j 5.D' -_ 63.J' y^. _ 31.0' _ - X12.25' �;r m0
DO
f NTS 8 i i''/ = RD a�. rr SOD '�LO �a
- _-__
R - --- - $ a s 9Y0 ' z J
!r 104'EXISTING n H DOOR o ao 7 SP GES
EXISTING 3' SIDEWALK ,.; z , 11
-- - - • am ( X ��
w E. ,3R.cc[saeE[ _d
w' DRAINAGE TROUGH X ✓ - �/
:> I ►+^I��II
x m EXISTING 4" PVC SEWER LINE - i� a J SEE DETAIL 5 g ^
LL o �R MOVE EXI16TING ASPHALT S Oy QV �I? P Ct SEE DETAIL
2 SPACES FIELD VERIFY LOCATION N LANDSCAPE AREA wq;ILU GRavL a 6� PAVED DRAINAGE AREA 2 / 4
Z �:I;LONG CONCRETE CURB " - MATCH / p
$ OP WITH 2-3/4" DLA.x2a EDGE OF I N 8 NEW ASPHALT PAVING TYPICAL CURB AND GUTTER DETAIL Q
I x PAYED DRAINAGE AREA/1 S LONG REBAR H LD DOWNS EXISTING I ' N R Y
i .4" PARKING SPACE STRIPES TYP. (TYP. 7 PLACES) PAVING w � X
W ____ _ _ EXISTING ASPHALT PAVING NEW ASPHALT PAVING Ci NTS
(GRADE BREAK) R
CITY OF BOZEMAN STANDARD DRAWING N0, 2528-t a/
w EXISTING DUMPSTERI �°0 2 SPACES 2 SPACES v $ �G I1 za W
-I f%T wW✓,osrn 919 X ' !2 BENCHMARK: x
P F�-
la ffi a Eyeeloysc,w�c oN x� �- PROVIDE 4" SCH 40 PVC PIPE - x NW FLANGE BOLT OF HYDRANT - NW CORNER `
I 8 ''� w OF NICKLES DRIVE AND GILKERSON DRIVE II��11
o„L �_(S RCQD+_PE o-_ $ g X y� Iq HOT ELEV=4707-45 n�o 1z. SEE DETAIL 2 ,b
_NEW CURB NR9 WRFT "-� Cl 30 ELEVATION=4712.00 FEET(CITY OF BOZEMAN DATUM)
LEGEND ►7
ry1
II TO n V NCW 5dN LV 1. MS -•--` _ _ a
BOl ELEV=d707.�T b =x PANNG AND ROOF DRGE _ ' - ------ - o
/ / • /
STORM RAND ROD
`.NAND - ' T l�1.4--
VO4G AND R00 RAINAGE N/ ' .. �I 1 III I I STORM RETENTION /4 N, fD fI %
z
14'x26.�'411''801 N1TH r OP X o
16 aT0.I'DEEP WITH 3.1 SIDE SIOPES
L GTH k WIDTH MEASURED ATM y7.1 F I I I I I I I BOT ELEV=4707.2 ) I « R f TREES N
SNOW STORAGE I I W _ �. ' .
LENGTH k WIDTH MEASURED At MID DEP oD" �<
-1?R +�i �i - I I I I ( SNOW STORAGE AREA
-- SOD- - i ^'--" R \ \ _ _ / \ N_ / I a E I9 TING
EXISTING CUR S7 "_ __ __ _ __ NEW CURB CUT - LANDSCAPING
A PHALT
- —�.-- 110.00 sroRY RETENnaN -��� _��' 85.64 -- -- -- - � - - --
Uo'i To-.1 W.51 358'48'20" ,� Z PAVING AND ROOF DRAINAGE 358'48'20" 25.0' _ 15-0' / \ woa CONCRETE CURB
SIDE Of GRN[gSpN pRIVE SQD 11 W �+
f) ]6'xl6'xt'DEEP NTH 31 SIDE SLOPE _.
R 807 ELEV=4707.2 8 S00. IN Qoa N� Xg EXISTING ELEVATION
o GTH h'NDTH MEASURED AT MID-DE P 8 \ m V
N a ; I� >�o XOo.m) PROPOSED ELEVATION
EXISTING CURB CUT- u C — I o F - - - V1
.._ _ T
-~r a_ REMOVE EXISTING CURH & GUTTER ANO �- X Ju_ �- DRAINAGE DIRECTION
o S �- �- MATCH EXISTING EDGE F BITUMINOUS 7) u
�- WITH NEW CONCRETE A ►� WATER VALVE
XISTING 8" D,I,P, WA R MAIN --�>1 PROPERTY CORNER
w -- W----L W -w- ) --- --— w w -- -- t a- W -
INSTALL CITY OF BOZEMAN STANDARD I Drawing Date: 2119198
PARKING REQUIREMENTS COMMERCIAL DRIVEWAY APPROACH INSTALL NEW CURB AND GUTTER pRD ROOF DRAIN
S SEE C.O.B. STANDARD DRAWING NO. 02529-11 SEE C.O.B. STANDARD DRAWING NO. D2528-1
BUILDING SO.FT. = 17,316 SOFT. (REV. JAN. 1997) (REV. FEB. 1996)
S • FROST PROOF HOSE BIB
' 7,228 SOFT. x .85 = 14,644 SOFT. $ n rr - SEE DETAIL 4
x 14,644 SQ.FT. / 1000 15 SPACES - - - - -i-Cz Ucer$on Dive T - - -- -- - - - - - C1
//SS 3 LEGAL DESCRIPTION c
PARKING LOT LANDSCAPE SITE GRADING AND DRAINAGE PLAN �� F.QE L/Ne VWL'/ 21t9lxg LOTS 5A AND 58, AMENDED SUBDI\ASION PLAT OF
tl It,SPACES O 20 SOFT. = 300 SO FT OF LANDSCAPING REQUIRED /�� n d LOT FIVE OF THE AMENDED SUBDIVISION PLAT OF
S 740 SO FT OF LANDSCAPING PROVIDED SCALE: 1"=10'-0" AS CONSTRUCTED u' P
,. McCHESNEY INDUSTRIAL PARK, CALLA TIN COUNTY, MONTANA
--- -- - - -8" PVC SS -----SS---- ----------- _.. -. __..._ _. __. -._ __-. _ _ _ - S; - 2/19/98 -- 8"Pvc SS SS 30 AND THE VACATED 30' OF ADJOINING NICKLES DRIVE
o
M
LL 97277
.c`��OF ACIJ74
CHANDLER
No 951SES
INSTALL 6" D.I. PIPE AND SEE CITY OF BOZEMAN STANDARD
6" OS&Y VALVE (THIS PROJECT)
DWG. 02719-3 REV- APRIL 1997 FOR
fAIEEP `
DETAIL OF THIS PORTION OF FIRE THIS PORTION BY FIRE
OS&Y VALVE SHALL BE EITHER SERVICE LINE
MUELLER OR KENNEDY, AND SPRINKLER DESIGN ENGINEER
Sheet Y of 2
UL APPROVED
(VERIFY WITH MECHANICAL DRAWINGS) BY OTHERS a C+r;vJti
DOUBLE CHECK VALVE ASSEMBLY ¢r M1 P
FLANGE TO BE THREADED ON 9g c wwv
(MIN. REQUIREMENT AS rz �$ °�/"wq°
STANDPIPE, M.J. TO FLANGE
INDICATED ON APPROVED PLANS) C4W�
ADAPTORS NOT ACCEPTABLE WW `
(TYP. FOR ALL RISER CONFIG,)
`p Cj oU PROPOSED BUILDING ADDITION
Z
STANDPIPE SHALL BE I 2
�� NQ
2' MINIMUM FROM ANY FINISHED FLOOR W = d
OUTSIDE WALL m
4' OR LARGER THIS AREA DESIGNATED FOR = -
�\ 1._ FIRE E SYSTEM TO
BE DESIGNSIGNEDD BY P AS PER CITY RED.
CLASS 51 DUCTILE
' -E RISER IS A MINIMUM
IMUU M OF 2' FROM EXTERIOR WALL, 8
IRON PIPE (TYP.) 3/4" MIN. RediRod, INSTALLED AND EXTENDS 1' UP FROM FLOOR(MIN.) y B s Q
IN 1/2 OF THE AVAILABLE M.J. i a eYc$ `QW
B' MAIN MECH. FLANGE BOLT HOLES(TYP.) ----- - -
JOINT
EXISTING BUILDING T RM WASHED GRAVEL 'I"
NEW 5' CONCRETE SIDEWALK
90'ELBOW WITH N X� pL�
I THRUST BLOCK
STORAGE 5.0
6" FLxMJ GATE VALVE OFFICE
X p y�JPy
8"X6" TAPPING TFF AND THRUST BLOCK
FIRE LINE DETAIL �� •
b S sax o 0p P?
C2 SCALE. NTS C.O.B. STD, DWG. N0. 02719-3(REV, APR 1997) Q
WASHED CRAVES v 0
6' LONG CO CRET� CURB ('�MATCH �I
STOP WITH 2-3/4 DIA.x24� I f EDGE OF m "aEW ASPHALT PAVING
LONG REBAR HOLD DOWNS IllJll EXISTING
(TYP. 7 PLACES) PAVING
o (GRADE BREAKI X
a6 2 SPACES 2 SPACES u' $
R aXP _
9 A 5 o PROVIDE 4" SCH 40 PVC PIPE
A
X h� m v 1 BOT ELEV=4707.45
III NEW CURB
NEW N °ice _ _ _ - _ -
l l I I STORM RE TEN TI 1 1 1 �P2•Fes+
PAVING AND RO o Q QQ 0
16'x30'x1'DEEP YAT
BOT ELEV=4 1 1 1 1 g 6 O
R LENGTH&WIDTH MEASURE,A - PTH
'Uy I I I I I I I SNOW STORAGE AREA '
� \ � _ _ / \ \ =
O
STORM RETENTION POND M5 08.2 GaNTOUR G ^
Q QQ b 3 PAVING AND ROOf DRAINAGE ICI
'IT DEEP WTN 3:1 SIDE SL P
R BOT ELEV=4707.2
GT &WIDTH MEASURED AT MID- $
-
4+��i�PJT'�JP� 01'O - -
lo
6 P
90�Q�' EXISTING 8"D.I.P. WATER MAIN i I
a-���,� _x- GENERAL NOTES
OBTAIN STREET CUT PERMIT FROM CITY OF BOZEMAN PRIOR TO CONSTRUCTION.
0 BACKFILL SHALL BE TYPE A, OR AS APPROVED BY THE C.O.B. ENGINEERING DEPT.
BITUMINOUS PATCH 91ALL MATCH EXISTING PAVEMENT THICKNESS(AS BUILT DRAWINGS INDICATE 7") 1, ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS
AND SHALL BE CONSTRUCTED PER C.O.B MODIFICATIONS TO MPWSS 4TH/E)DII,TION, DATED MAY 1997. r 2. NO CHANCE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE
BY OTHERS - GzlkerSOn Drive i _ MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
I ENGINEERING DEPARTMENT.
3, PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS. SPECIFICATION SHEETS,ETC.,
Z. FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
t/C 5.3 INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
C
2! 14IN EQUIPMENT AND MATERIALS BY THE ENGINEER AND THE CITY OF BOZEMAN.
4710 FL T�CW36 FL SO I ?�U; 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
FLOOR ELE Vc 4709.69 BEGINNING OF CONSTRUCTION
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
FIRE LINE PLAN PRIOR TO BEGINNING CONSTRUCTION
0 ;' 1 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL
PROVIDE 4"SCH FO PVC Z R . SEPARATION OF 1,5 FEET SHALL BE MAINTAINED BETWEEN THE FIRE LINE AND ALL SEWER MAINS.
PIPE BETWEEN PONDS G G2 SCALE: 1"=10'-O" 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
4706 F(=470745 --- IO.IB
�' 8. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED AFTERWARDS,OR TYPE BOTHERWISE. oo
EI/SRNG 8"D.I.P 9. BENCHMARK: HYDRANT -NW FLANGE BOLT,NW CORNER OF NICKLES DRIVE AND GILKERSDN DRIVE. rV^
WATER MAIN 98 LF OF 6"CLASS 51 ELEVATION= 4712.00 FT,CITY OF BOZEMAN DATUM.
6"x6"TAPPING TEE O.I.P. FIRE LINE MECH.JOINTS
�. 10- IF CONSTRUCTION OCCURS WITHIN THE RIGHT-OF-WAY OF A DEDICATED CITY STREET, A STREET CUT
4702 PERMIT SHALL BE OBTAINED FROM THE CITY STREET DEPARTMENT,OR MT DEPT.O�TRANSPORTATION.
11. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE
SERVICE LINE STANDARD. THE 4"FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE
INSTALLED AS PART OF THIS PROJECT.
r 12. THE 6"FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR Drawing Date: 211919E
FROM THE POINT OF CONNECTION AT THE OTY WATER MAIN TO THE OS&Y VALVE N THE BUILDING.
13. ONLY FLANGEC FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING,
14, FOR THE CONNECTION TO THE EXISTING 8"WATER MAIN, THE CONTRACTOR SHALL INSTALL
0+00 1+00 THE TAPPING TEE AND FLXMJ GATE VALVE,WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP
AT THE OWNERS EXPENSE.
15. APPLICATION FOR WATER SERVICE MUST BE MADE BEFORE THE FIRE SERVICE LINE CAN BE INSTALLED.
2 FIRE LINE PROFILE 16. THE 6 MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE BEFORE THE LINE
WILL BE
ACTIVATED.
C2 SCA I 20'-0"HORIZONTAL) (1"=4'-C" VERTICAL) 17- THERE SHALL BE NO PIPE JOINTS IN THE FIRE LINE BELOW THE BUILDING SLAB.
C2
(i.e.USE ONE LENGTH OF PIPE BELOW THE BUILDING SLAB)
�$��� � 18 ALL WORK FOR THE FIRE LINE INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MONTANA PUBLIC WORKS,
STANDARD SPECIFICATIONS.4TH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPW SS 4TH EDITON,
2410�0� DATED MAY 1997,AND CITY OF BOZEMAN FIRE SERVICE LINE STANDARD DATED MARCH 31,1997.
I V 97277