HomeMy WebLinkAboutEvergreen Business Park Subdivision — - �ewacv AOM
iGRIFFIN DRIVE EVERGREEN BUSINESS PARK SUBDIVISION
-EXr.,T1.NG 12-WATER M.ALN, NCHMARK 4 AA OF°POWERPOLESIDE PROPOSED WATER, SEWER & ROAD IMPROVEMENTS
CONNECT TO I ELE-V, 4702.83
EXISTING 1
WATER MAIN
\ A
6Y EASEMENT I I I d
BENCHMARKS. -- it
"\ 01 SCRIBED'X'ON TOP OF FIRE HYDRANT O N/W Griffin Dr`.\
Eas»n So'
\ AoeD CORNER OF GILKERSON DRIVE k NICKLES DRIVE \
` \ \ 02 BRASS CAP ON TOP OF CONC.MOH..STATE `\
HIGHWAY DEPT.(1906) NNlna a \
\ \ \ 03 5/8'REBAR 1'SOUTH OF TEL RISER O \
\\ \ SOUTH ENTERANCE TO CARDINAL DIST. A ` Q S, 15l
/4 60D NAIL WEST SIDE OF POWER POLE �Oj `\
\ 320-SOUTH OF GRIFFIN DRIVE&220'
\\\ \ \ WEST OF RAILROAD TRACK I SITE \
BASIS OF BEARING I k
AN.eze \
K IrNiv ,\ \ NORTH LINE OF PARCEL
NOTES: TWO COS 970 `um>_6�-- --
1 •f- ` N87'38'39"E
\\ \ 10• UTILITY EASEMENT ON ALL INTERIOR
g Q LOT LINES AND A 20' UTILITY EASEMENT ON
611 I Q\- ALL EXTERIOR LINES
1 �� LOT 5B `\ \ _ ` 15' MIN. RADIUS ON ALL INTERSECTION &APPROACHES SCALE: 1 =100r
\ \ ALL FIRE HYDRANTS ARE TO BE CONSTRUCTED
LOT 15 ol(j \ +y am \ AS PER CITY OF BOZEMAN STD. DWG. NI 02718-5 1
\ \ \\ - #°�'°-• \ (ie: NOTE BARRIER) Tamara k Z
OWNER/DEVELOPER
JAMES KACK
6531 JACKSON CREEK ROAD
BOZEMAN, MT. SHEET INDEX:
SHEET 1 OF 6 COVER SHEET
IOU LOT 5A
SHEET 2 OF 6 PROPOSED SEWER LINE
wN�a 1oi e: t5
ouT-.e.41J / /y' \\ EVERGREEN DRIVE STA. 0+00 TO 18+34.30
14
9 SHEET 3 OF 6 PROPOSED WATER LINE
® _______ a ° '� \\ EVERGREEN DRIVE STA. 0+00 TO 20+07.27
NICKLE o
BENCHMARK n I \ .� ` SHEET 4 OF 6 PROPOSED WATER LINE EXISTING ROAD
SCRIBED'X"ON I I CONOCO BULK PLANT y EVERGREEN BUSINESS PARK STA. 20+00 TO 37+26.73
FIRE HYDRANT 4•V�n
LOT}A
RK \\ SHEET 5 OF 6 PROPOSED EVERGREEN DRIVE
Ei1S MTO i O ; \ PLAN & PROFILE STA. 0+00 TO 20+44.70
SHEET 6 OF 6 PROPOSED EVERGREEN DRIVE
LOT I [ '/t PLAN & PROFILE STA 20+44 70 TO 37+37 45
----
\ O,L
-- �iOHE PVPY'CI.•C CN�MEN, \'/ � \
LEGEND:
CAQi
-- -- \\ �\\ �h��M�' � \ _,, \1 � Fi /'/ ®= SEWER MANHOLE —D—= CHAIN LINK FENCE
\\ LOT 2 - tAT 9 _ \\ I \\ ""'°�,�, �/' �j/ \ ----__- EXISTING SEWER LINE —'—= BARBED WIRE FENCE
\ ` 1 \ moo"'+ `1,1400 / l DITCH LINE
5..6. �" •'� - -- - LOT 4 `` 4 \ ' p '' BENCHMARK 3 (/ \ O= GUY ANCHOR FIRE HYDRANT
\, \ / \ 'T3,= POWER POLE
L ° LOT 3 '�� REBAR f 3W1 TH OF -v�- p= LIGHT POLE
TELEPHONE RISER
LOT 6 - \ 1;4= WATER VALVE
ELEV. 4716.78 ` o- POWER BOX
TELEPHONE
BOX
24 CM1' - - ' . -M6 —.4 `\ —+-- GAS PIPE WELLSITEE
LOT 7 LIFT S.—
}6"cMP �� `�� 6p, 7 LOTS —o—= RIGHT-OF-WAY FENCE
A6o€Ss LOTB _ \` —= FLOW LINE it BENCHMARK
a uTM h"In*+ A + �\ "°^o ep 4 n�rrr A MfN \ :.- aR4`�'x "°AD • \\ —--s EXISTING
PROP SEW SANITARY SEWER DRAINAGE FLOW
�Oo r `I\`\ K�.•x,S6.E s„r �- RAILROAD TRACK
\ \ \\ W = PROPOSED WATER LINE
Or -- _ - Ily
wpm roii KT9cw 1\% \ x'cAsolnlT
ASaHA�T I _ w_v7: s rze.sE.Ea \\�,\ ,(/� EwsTNc euwc
• \ \ mars \
_ ______-
_____
--- ovvi erwc AN-sTDe.1 A2 \
-\' � «w�w:io,a.eT
CONCRETE COVER
ENV 4XII4 em\ �,_ \
3 r"arc:s �Nus MU9MD 11.Y o L93E s Nv Toe.o1 ° _ -� _
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q•,1 ¢;j 3 BRASS CAP (1 TOP OF ° b e \
ELEV 4722 5(1906)
/N Eon °
T SATE 190
A,
\
I TYPICAL ROAD SECTION
SCALE NTSGERALD M.
� v
_ --g ew
iL
Y 0
CgIWN a901 WAM
e'SW1MY SEt1[A TP YI1[I1 f 1 �y
SECTION A-A CP4Gy,�
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SCALE' NTS AS CONSTRUCTED JULY 1993 RpgEEM��SgppRR
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a CT M OPSIMa I I I
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LOT 2
"v
NOTE'.
LOT 3 CONTRACTOR 70 CALL FOR UTILITY LOCATE
ON ALL UNDERGROUND UTILITIES PRIOR
TO EXCAVATION.
LOT 4 \ �fTA110M CITY OF BOZEMAN PERMITS FOR STREET
LOT 5 't CUTS TO BE OBATAINED BY CONTRACTOR.
w,a xoAo ��-�
LOT 6
+ ,
a
L0�8 L0T9
Rp �
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Gu51WG 11M �•O Via a v N.A7afAT , e�n�w,�P A.
LOTIl
SCALE:
caNraA\ro.TRIr, \° PLAN: 1"-100'
STATION: 0+00 TO 18+34.30 o.nowa st'cns c a;Eco�o"I
PROFILE:
scam�Af+vrnon ro consiaucnon Ta.T o HORIZ. 1"--100'
PROPOSED SEWER MAIN PLAN NY DEMATIA,
NOTE: VERT. 1"-10'
APPROVED DEVIATION REQUEST °
EVERGREEN DRIVE SEWER CROSSING "O �"�
SEWER CROSSING WATER MIANS SHALL BE LAID °
TO PROVIDE A MINIMUM VERTICAL DISTANCE OF
9 INCN N. CM1 BETWEEN THE OUTSIDE THE o\
WATER M.AAIN AND THE OUTSIDE OF THE SEWER
ER.
THE PIPE SHALL BE LAID SO THAT A 20-FOOT
SECTION OF SDR 35 PVC SEWER PIPE IS CENTERED
ON THE CROSSING AND THE SEWER PIPE SHALL BE
PRESSURE TESTED WITH THE UNIBELL LOW PRESSURE
R �g
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V Aw '.
RR as nrmoA M
W7iY
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YSEWT11 ta0 rARr i E. ,`E1 IA L
TIA
PROPOSED SE E MAIN PROFI-E
GASTON ENGINEERING
1 G & SURVEYING
BOZEMW, A[Olff"A
SEWAGE SYSTEM IMPROVEMENTS
EVERGREEN BUSINESS PARK SUBDIVISION
—� - GALLATIN, COUNTY MONTANA
14—
DRAWN III RCH STATION 0+00 TO 18+qDRIVE
� 9/16/92
A S CONSTRUCTED : J U L Y 1993 CHECKED M5 VISED'I
1D394
SEWER MAIN EVERGREENVISED:1 /2/92
c./91-52354
SCALE. PROJECT M 91-523 SHEET 2 OF 6
LOP 6 PqE EIEV-]06.9�
caNTR4craP ro nuo riRn
EOOAMIN or ExisTHc e•n4TEP
wuu Prooa To cwsTRucnc«
25'
agKST 9LRN4 ,
Ca CT ro EXrs e•
I Ilt er RErov c la. e'rtz 4
1 .maw oN e'ro io•eta[R9[P k w/eEocR�Nc
1
NICKlES DR. I I eo R/11 IB'
TT3,
Ot0' .1WNT art EI[v.n—
I I I � 9 I/B•
i I awrou aR[4 sP.a °rw SP.cE
1_` n >ER I O i7 AS CONSTRUCTED: SEE APPROVED DEVIADON EOUEST
4 4R[R MC5
I e•s T4Pv 9[vtiR 10 T{A
DECEMBER 9,1992 NO,51 358
j LOT I jY TYPICAL ROAD SECTION STATION 0+00 TO 15+25
I SCALE. NTS SEWER CROSSING WATER MAIN SHALL BE LAID TO PROVIDE
THEINIMUM OUTSIDEOF THE WATERRTICLE CE OF 9 MAIN AND THE OUT23 SIDE OF TEN
SEWER. THE PIPE SHALL BE LAID SO THAT A 20'SECTION OF
1 RIAT' AND
THE SEWER PIPER VC SEWSHALLBESP PRESSURE TESTED ON HWITH THEGUNIBELL
w aI yL,,a,T LOW PRESSUREAIR TEST.
+L11 \ L117 7
ryp \
%I�Mp• \
9 0<r a+usao aevEl
1 T LO 3
1 .R LOT a
r WN.sEPMAnoN
S CO W SERN R N41EI1 CE 1•COfPER!nU SEI1`.tGE
— ..--4y„ — `� 5 � �. ua i✓r mn. 51U!Y/CUP!k CWM—s S1NtTeS/CU6 k CtlIP
w ABC is u"' .,.�,.„ LOT 6
• (Na 4 w sT a W.nx scawcEl
[52: "
SOT
----Y—•R�O.00 �_ 9 Nr fq�NEN7 m+ wRi��w�v LOT ?
�AR�T-KT- LOT 9
LDT , 1 �`T WATER & FIRE SERVICE DETAIL 'TYPICAL)
WE
eWND
`n
_ NOTE:
CONTRACTOR TO CALL FOR UTILITY LOCATE
ON ALL UNDER GROUND UTILITIES PRIOR
`O TO EXCAVATION.
•.
MAIN PLAN \�o J1 LOTIO . ALL FIRE HYDRANTS ARE TO BE CONSTRUCTED
WATER MAIN EVERGREEN DRIVE �°c am " °` SCALE: AS PER CITY ED STD. DWG. /02718-4
a PLAN. 1�-100' (ie: NOTE BARRIER
ERR SEE DWG. /02718-5)
STATION 0+00 TO 20+07.27 `° PROFILE:
HORIZ. 1'=100'
o VERT. 1"=10'
i L 1
� G
.uaE e r
-- _ yy W QAU III
�� __ • • 7
—+ —
I
8 F L � 'gip 1 AS� 8yN� G 13a6� N� _ k 8R SR8 X ��i5 9 ybg bj Al
0 00 t 2 00 00 t V oo tt 00
tz+ao t oo t oo- is oo to oo n oo t oo t oo
1
IMAIN
R FI
W TE AINI EVERGRE EN i DRIVE GASTON ENGINEERING & SURVEYING
STATION 0 0 T 2 + 7. 7 BOZEMAN, MONTANA
WATER SYSTEM IMPROVEMENTS
EVERGREEN BUSINESS PARK SUBDIVISION
GALLATIN, COUNTY MONTANA
1
DRAWN Or RCH STATION 0+00 TO 20+07.27 DATE: 9/16/92
CHECKED BY: MS WATER MAIN EVERGREEN DRIVE REVISEDSED 1/10/9
REVI :11/2/92
AS CONSTRUCTED: JULY 1993 DWG. /91-523W
SCALE: PROJECT No 91—523 SHEET 3 OF 6
,
1
1
1
CONNECT 1
60'EASEMENT EXISTING 12
WATER MAIN
a+us[n aaAxtx
60' R/W
+
O
1'coPvrn wAr[a s[vNa 0
Y<avvrn'»w saRwct
srue w/cuae!cow srOPs- r uw sue wi cuRe a caRv
1 / /// Avwox.Is'mau vRavwrr y sras. Rzrzsw+w 4 1 / we ro cnsmc wAme «E 1 1"o"m a+csr ar uAra seRNaJ o CT 10-DP oxen lusn"G
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/ reln xvaRr ezrua 0o«srROcna \ aAoz x)
19'
a "w
/ // x• �_,rxa'wICC CxrRUDEO I«41AATW
AASTO SPEC PoLx5Tr11C«E 12-1
WATER &FIRE SERVICE DETAIL (TYPICAL)
8 � scA1E.«rs w.rlpm u°�Aw
TYPICAL ROAD SECTION STATION 25+75 TO 37+37.45 /// 1 D TAIL -e
SCALE: NTS / /
Z rnuslao WAIL g
CONTRACTOR TO VERIFY LOCATION \ \\� /// � I 1'COPPER WA1ER SYnNCC •' "As smwa 1
/ TM wi CUB!CORP 410P5 STIR w/CA1F VMxf!BOx
OF EXISTING 21 SEWER TRUNK LINE /\ \ \ \\
PRIOR TO CONSTRUCTION. // // / / 1 c«aBr«l.asr ar w..rtR uewceJ
lDT9 31 ZMER TIIMR U4
I I 21" SEWER TRUNK LINE CROSSING STA. 20+53
° a°cZ "wl»S' nis0 sTwcd`"a,1u.rtv+""D1 l \`\ WATER &FIRE SERVICE DETAIL STATION 23+35 "3
1jl \\ scut«rz
,p•A•"-x xi\� \
c \1 a�I /�0 w�ey„rs \\ \ \\ / // / NOTE:
CONTRACTOR TO CALL FOR UTILITY
p � \\ \ LOCATE ON ALL UNDERGROUND UTILITIES
PRIOR TO EXCAVATION
CITY OF BOZEMAN PERMITS FOR STREET
CUTS TO BE OBTAINED BY CONTRACTOR.
j I'�j// jB ereNra nn. \ CONTRACTOR SHALL SEPARATE GRAVEL SURFACING
OF EXISTING ROAD DURING PIPE EXCAVATING &
/ 1 REPLACE O THE SURFACE OF TRENCH BACKFILL
1 I 1 FROM STATION 20+00 TO 37+25
OY I 1 croyrNs N« 1
LOTIO I I wwwv �ei roz ez I • ALL GAS LINE CROSSINGS SHALL BE FIELD VERIFIED
SCALE:
1 PLAN: 1"-100' &HAVE UTILITY AGENT AT SITE DURING CONSTRUCTION
I I PROFILE: • ALL FIRE HYDRANTS ARE TO BE CONSTRUCTED
° I WATER MAIN PLAN EXISTING ROAD HORIZ. 1"-100
/ AS PER CITY OF BOZEMAN STD. DWG. /02718-4
STATION: 20+00 TO 37+26.73 VERT. 1" 10 0e. NOTE BARRIER POST SEE DWG. p 02718-5)
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J. F
WATER AI PROFILE EXISTING ROAD
GASTON ENGINEERING & SURVEYING
S A T 0+ 0 TO 3 +2 .7 BOZEMAN, MONTANA
WATER SYSTEM IMPROVEMENTS
EVERGREEN BUSINESS PARK SUBDIVISION
GALLATIN, COUNTY MONTANA
I
DATE: 9/16/92 -
DRAMN BY:RCH WATER MAIN EXISTING ROAD REMISED: 1/10/94
CHECKED BY: MS STATION 20+00 TO 37+26.73 RE\ASEF 11/2/92
AS CONSTRUCTED: JULY 1993 DWG k91-523W5
SCAM: PR0,ECTNO, 91-523 SHEET 4 OF 6
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Jaj CIgvN•DS RLi n T 1MCIvtsS t'YMUS dV91[D e44 Oplll E
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vE.cure•w wTru ro wroi 3Tu I TYPICAL ROAD SECTION
rxlsnnc«rn RmEsnwa aA«a I I
cce nxrmK•RrEe ro I LOT 1 i SCALE. NTS
2a _y«rn lw. oaAtrra
0252,e Aao oorumrm m
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25I.J7 60 R�W
ceNAACTOR TD Cw°aa�.—T \ \
�Y''rmioE x•q��WaOn�x a• I 0 ��((\ LOT 2
wP U a 5r1[cr YAsE `.,�
CeuRSE AS RER rEprtc.-. ��%; _
A LOT 3 C'Oubn 0 fa Y•cE 15' 30' 15' Dap SarCE
O\� 1o_ e'sw.ur sEvcR to aArtR
� r y LOT a
Ensrwc 50� '-�� 6 . SECTION A-A
•s c",'*'re. _,1^`` �� `�ACC LOT 5
Dq h * e. FSS 4 SCALE: NTS
i uaTDnuw¢
�Kar A
TYSASfy ,T` LOT 6
I�Ag_ LOT 7
LOT9
N '447�`w -PR�i q �?�`` ��� Lore
`E-RQA \boo _ as r�
eaAwwr 1 \ \
E"ii. —�
- 25'SEWER EASEMEN(�_- _ 1__--
° __ -�-�-_ z y\�� __ `_ Y "" i °>w' cArsourm•ar
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° A ' Jp2.
R•n1"52/a T.p LOT 10
9
PLAN anTaAcron ro coaSTauc\o ez'- "
�^�o°a�°""`«�"°` �� `°""°N ° °°
PROPOSED ROAD DESIGN
S a e'rAn O
a t Q/mJSWI_ \ ;
STATION: 0+00 TO 20+44.70 SCALE:
_ S •=100'
PROFILE
° H02 1"=100'
T VERT. 1"=10'
o
I 1
I
Mwa Y1Att TI wa
47151
p G G
Mom GRAK T IN WACMt i
1pD \ ..2A .2l
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TA
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OLvrep
GASTON ENGINEERING & SURVEYING
I
BOZEMAN, MONTANA
PROPOSED ROAD DESIGN
_ I PROFILE EVERGREEN BUSINESS PARK SUBDIVISION
R PO ED R AD D SIGN GALLATIN, COUNTY MONTANA
_T:E 1 17 i I
AWN BY. RCH STATION: 0+00 TO 20+44.70 DATE: 9/18/92
CENTER LINE OF EVERGREEN DRIVE
NECKED BY MS RE'AsED: 1/10/94
REHSED: 11/2/92
AS CONSTRUCTED: JULY 1993 DWG. y 91-523RI
SCALE: PR0ECT NO.: 91-523 SHEET 5 OF 6
60' R/W----
I60'EASEMENT
MMIR�CTM iD S CUT
19' ♦ EASTE,C�sotuLT
o cmxwoA.a
w MKw lroM.
)t,
/ / MRl RAILROAD
TYPICAL ROAD SECTION STATION 25+75 10 37+37.45 p� // x pa CROSSING
SCAL
E NTS g / 4 J'e
° /
\ 'A To
I
If — 60' R/W
Z
3'M1101[35 3'uiMU3 Gv 19KU SElECt 9RB..EE ♦], \\ \'�� X oe0w,. rOR CpFH.00N SCC SFEtlK MON510N3 O• \\\ \ E.SW)0'
t\ q \ I Trl
15' 30' s 15'
I arv,svcE I r^\
---19
10 W�1ER \\ 'W
TYPICAL ROAD SECTION STATION 20+49.5) TO 25+75
SECTION B-B LOTS
SCALE NTS 5 NOTE \
15 RADIUS TYPICAL
ALL INTERSECTIONS &APPROACHES
op*
SCALE:
PLAN: 1"=100'
PROFILE'.
I HORIZ. 1"=100'
666 PLAN PERT 1"=10'
EXISTING ROAD
° STATION: 20+44.70 TO 37+37.45
I
I
I
Q •� ---- --- M STD SHK AO.�.1!!
E1Ev ASDa= I a 'et.w I
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b I GA-i TJN q -
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31 K -- - - -
'6 �6 3536D -W � DQ
- -+ GASTON ENGINEERING & SURVEYING
BOZE A
I M N MONTAA
N
1 PROPOSED ROAD DESIGN
_ — S ATI N: Z + 4.70 O 7 37 45 I EVERGREEN BUSINESS PARK SUBDIVISION
I I i i GALLATIN, COUNTY MONTANA
DATE: 9/18/92
�A*N er: RCH EXISTING ROAD PLAN & PROFILE REwsE0: 1/10/94
AS CONSTRUCTED: J U L Y 1993 CHEa ED ev Ms STATION: 20+44.70 TO 37+37.45 R 11/2/92
DWG.WG. 91-523R2
SCALE PROJECT NO 91-523 SHEET 6 OF 6