HomeMy WebLinkAboutValley Commons Business Park W
_ A
W m LEGEND
O A
?rat I OSSMH SANITARY
._. 7yC I / OSTMH SEWER MANHOLE
�OW.
DURSTON
STORM SEWER MANHOLE
' CB
I ❑ STORM SEWER CATCH BASIN
CONSTRUCTION PLANS FOR R� C D 1 I ® STORM SEWER INLET CATCH BASIN
W 1n
FIRE HYDRANT
O --
m RR i VALLEY CO1V11VIONS BUSINESS PARK GATE LINE
C R w WATER LINE TEE FITTING
Z "' W. 6000 I '+ WATER LINE ELL FITTING
PLI •�' ' - - CENTERLINE
EASEMENTS
BP I
I .� ————————E%.SS h WATER
CENTER C R , aoa oil.�ls
1 SECTION D toN
U.S. HWY t91 W. COLLEGE I ;;" j 5p —BouNDRv
ROW
I I � bl.MOf Y, L' 9TL
tt Mbm
PARK
BP R4 _ __ __
l — — - -- — — — ----- — ----------------------------------- ----��
' �`�IZCON3TREET- -- —__---�� _FALCON_S7}��E� ------�,--------- ----- FALCON S17?EET _ �-
-V
VICINITY MAP —
Its•urluTr EASEMENT � I
R2 -
RESlDENTUL, SINGLE FAMILY, MED. DENSITY I -- -, /
R3 RESIDENTLIL, SINGLE FAMILY, MEDIUM DENSITY
I I _
A i Car I i----' LOT r
A
R4 RESIDENTIAL, HIGH DENSITY ' , °"�'$" :n a"`^" -J— LLOT
---- -, r
BP BUSINESS PARK DISTRICT
I I 1
------'
O _
Pu PUBLIC LANDS AND lNSTIIUTION DISTRICT
.� T _ I I
RR COUNTY ZONING DISTRICT/1, RURAL RESIDENTAL r
;'DRIVE "^ —Irv,
60 0 60 160
Scale 1 = 60 ft
` I
RI I,
•rlm M[ ' Q �... it ' ,
9.11]n
El
U.S.
DA
I ;a r---- —, I r y
Tar/ 3 i- ,_, -_.__, -- — --- Q # Zi 1De/i• __-____. u>i 0- I k I
rWT. � :. __... k^-,�a�y• `_____' L) � IJ-_'I .n " ___� b
�� i O
- I
r_____-- r, �tW,q
----' t -
IS' IUfY EASEMENT
IS'U1%M EASEMENT I _1 _ —
INDEX TO DRAWINGS I I ""0°'r
I —�
1 - CONTROL PLAN I 40' OPEN SPACE/COMMON AREA 40' OPEN SPACE/COMMON AREA 1 - COVER SHEET Mor
3 - SITE UTILITY PLAN
4 - SITE DRAINAGE PLAN I
5-10 - WATER MAIN I
11-14 - SANITARY SEWER I — — — — — �OSSIBC�`2j•--BfRU7A7/DN�A.S�MENT- — — — — — — — — — — — - — — — — — — —
15-20 - STORM SEWER I
21 - TYPICAL STREET CROSS-SECTIONS
105
22-25 - STREET PAVING
26 - DETAIL SHEET
-f- ---�-- -- -- ------- - - ---------- -- ------ -- ------------
--US.-MlsaWAY--19t{HdF`W- )------- - --- ------ --- ----
S 1/4 CNR. SECTION 10
.A TRACT OF LAND LOCATED IN THE SE 114 & SW 114, OF SECTION 10
TOWNSHIP 2S RANGE 5E, MPM
CALIA71N COUNTY, MONTANA
REVISIONS a-3o-sa EPV/JAU/JCL CONSTRUCTION PLANS PC DEVELOPMENT 1 SHEET
BY JAU DATE 10-20-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
BY JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS ASSOCIATES BOZEMAN, MONTANA 1"=60' EPV�JAU CH BY RTKCH BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 0694 SHEETS 2 6
BY EAU DATE 1-19-96 DESCR AS-BUILT SCALE. DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047
CURVE LENGTH RADIUS DIRECTION
CENTER C R Cl 39074ff 12s.000ft N8roo 1sE
SECTION 0 C2 34.704n nS.Doon NBTOo 1sE
C3 39-24111 125.000n N81'02.3YE
C4 51.93111 175.000ft N81'02.3YE
CS 55.88311 175.000n 580'M'Ot-E
C6 29.85 It 175.000ft S66.42.01'E BEGIN ALIGNMENT C.L.FNlON RD. BENCHMARK/01
BENCHMARK/03 C7 61.1961t 125.000n S75'S0'3LYE GINELLA WAY STA 0+00.00 NW BONNET BOLT.F.H./701
FIW BONNET BOLT.EH /]03 CB 35.14}n 175.000fI S6T3/'A 1'E BENCHNARK Y02 N 9971 A7 �O YELLOWSTONE AVE.AND FALLON ST.
FBONNETRGUSON BOLT.
RD.AND MLDN 57. C9 l9.502tt 1]S.000tt S81'25'3sE NW BONNET BOLT,F.H./702 E 9439.88
1 .1 ltt 125.000tt 7 C 14 BONNE
N RD.AND FALLON ST. ELEV.�4824.
ELEV-4619.08 ELEV-RA822.31
FALCON STREET- - ---_------ ----_-- FALCON STREET -- ------_-- -_--- _-_ ----_ FALCON S-TREET---
15' UTILITY EASEMENT 30' -
1239.89111 S5752'34rE
239.13111 S89.52'3 2a4.936n S89.52'3CE 241.321ft S89'52'36'E 131.02p1 589'S2'3CE 333A77f1 589'S2'3CE
1I - I
-- -- -- - -_. 0+50
PROPER CORNER I PROPERTY CORNER L 15' UTILITY EASEMENT / PROPERTY CORNER
-- N OPER } E 9535 20
PROPERTY CORNER I / _ 20'STORM EASEMENT �914Q02-
N 9942.89 - --.-- -- -- - - -- --.-- -- -- E 948520 w • / Ir E 999970 I
E 875QBf_ sT9RM FASEMENL T- I .m mm
-J I I Z / z
(/ z
W r \ -J LOT k 1+00 1=' VALLEY COMMONS N I
LLJ
o gIN g= w 3ARK U)
( Ar.o=250 1«.8.2e3. 9-It,LOT a.n 4q.n $ $ I I a
1 p oos o.540
I }
a I Area 52405A93 s9.ft. c Area 52744.846 s9.ft. Z of J rn I F n
i.zo3«re4 12 1 9�ree I l2.s79n R n�so is I of LOT k
I I ryi N7702'56'E Lll I o R150.000IXt I of 4 =I o
CDN7553'24"W � Area =]8310.6.7 e sq.ft. z
LC72 9670n I 1.798 to
I 1 8 I 1.r5�9'2Y I NW115o
R750 i300'ItA I
N7702 SCE I I LCO16.90A I I z ry
20'STORM EASEMENT I I Dc3711'50•
jl�11'0'N AUGNMENT O C.L.fERGVSON RO. 61733Ct I I TOO
2+� I I
LEYCOMMONSDR.STA 0+00.00 T2}.63]On I U 76.026ft S89.55'35E CS2.5819n146.95pt 9S7'SYE I 7p62742'S79698.77 R150,000Oqq Sp500pp11,D7.8, CO581'OD'1SW I ,R 8 ,Qr g I `8 C6 C0575Y0•17E END ALIGNMENT AND MATCH IXISTING
�M89]t I g b + I+ p i E m * I 71:85 66f3 10MMONS DR-STA 13+09.15
sees � s __ g?*/' E 9997.57
240A57ft N8957'3SE 7,.,52n N895T3YE E VALLEY COMMONS DRIVE S6
CI f , O s900+
\ / 19.709ft
8 e C7 '/ F I I 589'31'4C E
8 i€ R 8 R + Y [ ,.a°" u2713n s8ssT5YE z26n se9s7's i\"by
92.649n SBW31'4CE 74.945n NW50'557E
-- ---4- t� ---------..-wzw ---+----{----{ C� �� 0 8 R 8 8
VALLEY COMMONS DRIVE INTERSECTION z1„
VALLEY COMMONS OR.STA B+08.08 I ^,I SW3
f l I GINELIA WAY STA 2+33.20
Fkm 171.297n N89.57 "7 Yv]tvTE
pk: 2407591t N69'S7'}3'E '33'E C2 I I $i x^ E 973779 Q I I n,qi f k 67.,]24n
59.233/t �� W "$ �� 06 VALLEY COMMONS DRIVE
N7702'SCE
o I - C9 187.142ft S89'}1'4CE
z I m -� I-20 STORM
EASEMENT Z =W I I Is
c 19.273ft Q I I zo•SroRM EASEMENT
3 R g N7702'54F J n:Om R
--50 o= L J
o '2 ui
sW b
t•t l LOT k "ri P Yo l I LOT k a LOT k
Meg=55049.075 s9,n. LOT k L07 k I I Moo=4944 a.5 es s9.H - 5 $
1 264«rtn $ Mea 83]2]851 aR.Il. 1 135 Mea=45968�1 C; tt
1.922«res 1.055
Area-55553.089 s9.ft. I I O
1.275 acres
l
o I PROPERTY CORNER
PROPERTY CORNER l O I E 9995 86
N.1.17
E$755.73
r 15' UTILITY EASEMENT
i 15' UTILITY EASEMENT - - - - - - - - - - - - - - - - - _ - _ - - J L_ - - _ _ - - �) - - - -J
�- 1 -
233671tt N89'S0'O7'E
242.194n N89'S0'01'E 8950.242.018n NO1'E 320.483H N89.50'01'E 201.761ft N89.50'01'E .
40' OPEN SPACE/COMMON AREA SITE CORNER
N 9.os
40' OPEN SPACE/COMMON AREA
E 9995.54
SITE CORNER _9405.57
E 875755A1 1240.142K 58C5ON)1'W
- - - - - - - - - - --
- t
- POSSIBLE 25' BEAUTIFICATION EASEMENT
- - - - - - - - - - - - - - - - - -PO,57SI F- 5' BEAUT-IFICATION EASEMEAT
105'
105•
-----------
--T_ --------------
-�------ - - -------- --- --- --- ------------------------------------------------------- ------
-- ------------
VS-. 4N6WA-Y 491--(�fUFFWE -LANE) - -- ---- - - ---------------- - -------------------
4D 0 40 120
iiiii
S 1/4 CNR. SECTION 10 Scale 1„ = 40 ft
REVISIONS CONTROL PLAN PC DEVELOPMENT 2 S o�
BY JAU DATE 10-20-94 DESCR FROM C.0.8. REDLINES DATE: 8-30-94 DRAWN BY: EPV/JAU/JCLIN KERIN & CONSULTING ENGINEERS/PLANNERSlaL VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
11-14-94 DESCR FROM C.O.B. REDLINES ��=40' E1Y RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 0694 SHEETS 26
By JAU DATE 19-96 DESCR AS-RI 1
II TS SCALE: DESIGNED BY:EPV/PDC CH ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047
BY JAU DATE 1-
;r
---------------------- — / I
LLI
A — -------------------------_------ _- _ --- -'__ ..__. _.----_--EX.IY WATER LINE__. .. -. _—
T--0001U-S7REET� -- ------------- - FALLON__STREET- , ------- -------- _ _ __ -_ GALLON STR_-=- ---
EX.-t9" -tk-- --- -- -- - - - ---- ----- - -
_-_ _�
IF
ATER(LINE ------EX-12-WATER-LINE ---- -
---- ..__. .. -- - --- ... -
-- 5•STUc o.
-F,: s•sm.ao-B SIDEWALK ' I
C.O.R.
- ---- --- — — — — — — — — -———-
- -- -—ze- N♦-- --
- - — — — — —
I — °+ � TELECOMMUNICATIONS NS� / i- J
IFLECOMMUNI S I ELECTRIC LINE 15' UTILITY EASEMENT / -- I
ELECTRIC LINE Tp M- - -- - - - -- -- -- -- -- -- l i I NATURAL GAS /� __ - --- -----------
20'S70RN EASEMENT
N POND p6A1t-----� , I I , 1 ' �/ / J I I r------�
_ J L_ I I �---------' --- I i---------� / I Z
ATE LEVEL EL. 4817.80 i i i __ I WI i 'LOIi ------ W i i L I w I I I
W \_ - In
EAK�IIOLUME 8098.33 CFI r--� -LOT L--, I L i i +� r t VALLEY COMMONS I i I - - -----r--+-� i W
-OT J i 2 i �� L-- J J PARK I
, -r4I w ----- -- 1,
r--� I L----�-----------J b I } r--t-----� I .L.._. j _. I + i
I , A F __ _ LOT I 1
L-- 1 J 1 _ �{ r1 zl 1
I � I `------- -- -- --1 i --------- I I I I H i i I I gi� ---- 4
------------------------ -- -- ----L-----------J I I I i i I f"TEl
I if i i I I -1 L_— ---J bl
L---------J I
If 20'STORM EASEMENT
1T - da a 2+
I I ff �i
s: 5'gSTO C. I ALK o 8 ^5 C.O.B.SIDEWALK
1
R ATE LINE I -
I n
4 Y
j IPL
f Y s PE r sm-COB 5IDt.-11
WIERI LINE - ee a ~i� d ;'E/:. I IXI
O.Q SID-
:r q I �.g .r'
. . C.0.8. d ._ I i i____ ______i WATER LME
I L_ RIV MO S D
I .• d / I---zo'STORM EASEMENT r--� � Q I .
Is dfII hf % I I 1C OR
of
K: CONNECTION T1EXI1TINC C MATER LINE ,-
STORM EASRNENT
I -' o - ;--------- I
I
I I I I �� � I I �_• �__, L J
- - - I rJ
-----J -...- I -. 5
r---�OT ' i (�� J' LOT L___LO_ _J
LOT N I COT # i
9 ;-- i 8 I I i_I i
_ -�
L- i I ----, I I
-------- o -, I' r �
I 1 1 1 I ------------
L___________J � I I L______J j i
______J r
a I L i ---- — � 15' UTILITY EASEMENT
- -
15' UTILITY EASEMENT _ --__-_-- — — — — - -_-
-- --
--
NATU�RALGA ELECELECTRAC LINE 40' OPEN SPACE/COMMON AREA40' OPEN SPACE/COMMON AREA TELECATIONS
.�x'saus TELECOMMUNICATIONS
LEGEND NOTE 40 0 40 120
ALL SIGNS TO BE POSITIONED -
mI
OSANITARY SEWER MANHOLE AS PER CGO.B. STANDARDS Scale 1 tt = 4 V t t
O STORM SEWER MANHOLE
❑ STORM SEWER CATCH BASIN D4 GATE VALVE
STORM SEWER INLET CATCH BASIN .v WATER LINE TEE FITTING
FIRE HYDRANT h WATER LINE ELL FITTING
UTILITY SITE PLAN PC DEVELOPMENT 3 SNo
REVISIONS 2-7-95 EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
By JAU DATE 10-20-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY:
BY JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 0694 SHEETS 26
BY JAU DATE 1-19-96 DESCR AS-BUILT
SCALE: 1"=40' DESIGNED BY:EPV/JAU CH BY RTK P.O. BOX 1315 LIVINGSTON, MONTANA 59047
CATCHMENT #17 CATCH #16 CATCHMENT #15 CATCHMENT #14 CATCHMENT #13 CATCHMENT #12 CATCHMENT #18 CATCHMENT #23 CATCHMENT #5 CATCHMENT #21 CATCHMENT #22 CATCHMENT #11
i SYSTEM B SY B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM A SYSTEM A SYSTEM A
AREA = 20761.749 sq. ft. EA = 16733.360 sq. ft. AREA = 20379.123 sq. ft. AREA = 10020.016 sq. ft. AREA = 18098.966 sq. ft. AREA = 17226.462 sq. ft. AREA = 80667.225 sq. ft. AREA = 17191.406 sq. ft. AREA = 45423.004 sq. ft. AREA = 11713.461 sq. ft, AREA = 9716.593 sq. ft. AREA = 49558.587 sq. ft.
0.4766 acres 0.384 acres 0.468 acres 0.230 acres 0.415 acres 0.395 acres 1.8519 acres 0.395 acres 1.043 acres 0.269 acres 0.223 acres 1.1377 acres
T 0' = 1.375 T conc. = 1 min. T conc. = 1.053 min. T conc. = 0.667 min. T conc. = 0.875 min. T conc. = 0.833 min. T conc. = 5.714 min. T conc. = 1.984 min. T conc. = 4.583 min. T conc. = 1.538 min. T conc. = 1.538 min. T conc. = 1.917 min.
C 0.77 C = 0.81 C = 0.81 C = 0.81 C = 0.81 C = 0.81 C = 0.20 C = 0.88 C = 0.63 C = 0.85 C = 0.85 C = 0.75 1
I
-- -- ' -
r.0 �... - ------- -..�-�.s-----------.r ---------_ter-�G�r='-��___---- - -.- ---------_-.-.-_ --------,_..-.��------_--_- .--- --- __.-___ - -
T-,-CLd1US7HT T ----- -- FALLON STREET , - - FALCON STREET
STREET LIGHT PEDESTAL @ LIGHT SET STREET LIGHT PEDESTAL k LIGHT SET STREET LIGHT PEDESTAL h'U011f �- �T�C�C�WR I SE7 S1REEr EIGHT PEDESTAL Q Ofll�f'-'--SET STREET UGIR PEDESTAL k UCkT C SET STREET UGN7 PEDESTAL&U r�l
Zb
I
- --- �� CATCHMENT C CHME #18 � fl
\ -
- ---- -- - -- -- -- -- - I - / 20"STORM EASEMENT �
VALLEYCOMMONS
PARK Lot B
f
I I 1 2CATCHMENT #17 I� I
CATCHIIQENT #1 1 LOT # 1
- CATCHMEN�,41
I I CATCHMENT #'3 CATCHMENT #12 Z I � �I 4
CATCIiMENT #16 #15
I CATCHMENT I \ I_ _ ~ j
r
o- I - - + j
1 cr f 20•STORM EASEMENT - I
CATCHMENT I I
SET��'CiLfltl�ETWs az ELECT rl coNOUI J I
I s LIGHT PEOEST coBoulT CATC T 5: ��+ D f f" CATCHMENT #10
If f / \
STREET GHT PEDESTAL y SET 5 PEDESTALO}
w'ELEC CONDUIT ATCHMENT c .AL CO. IT
s xE
ACHMENT
I , \ SET STREET LIGHT'PEDE AL \
t �I 20'STORM F.E[MENT / "QJ �� E7 STR UCHT PEDESTAL - -Ao I
€ I W CATCHMENT #4 ' M( �HM[rI� R2
IE ri. 20'STORM EASEMENT --
w
I � �
CATCHMENT #1
1
LO9#
CATCHMENT #6
CATCHMENt #9\ CATCHMENT #8 LOT # ' 6 I L
-w LOTS# 7 C!)
j f
w I /
f -
/ 1 /CATCHMENT #3
I CATCHMENT #2 \ i
CATCHMENT #1-
�2 IR2 40' PEN \ 4 N ARE
83
1411.
j --- 5159 SF ` -�8 _ 989 SF 1111 SF -- MEA
S 1895 SF SHALLtYWB RETENTION AREA __ SHALL NTION AREA ... ._-..`._
51NLLOW RETFMInN SHALLOW RETENTION
fpt. SHALLOW RETENTION AREA - CATCHMENT #19 -
AREA - F
- - - - - - - - - - - - - - -
RFA
40 0 40 120 -
- -_-----_--_------------------------------------- _=--_---------------------------------------------------------------------- -____----
U.S. HIGHWAY 191 (HUFFINE LANE)
CATCHMENT #25 CATCHMENT #24 CATCHMENT #2 CATCHMENT #9 CATCHMENT #8 CATCHMENT #7 CATCHMENT #6 CATCHMENT #4 CATCHMENT #3 CATCHMENT #1 CATCHMENT #19 CATCHMENT #10
SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM B SYSTEM A SYSTEM A SYSTEM A RETENTION SYSTEM A
AREA = 4675.966 sq. ft. AREA = 4687.211 sq. ft. AREA = 20439.974 sq. ft. AREA = 44300.714 sq. ft. AREA = 41465.995 sq. ft. AREA = 32421.554 sq. ft. AREA = 63683.321 sq. ft. AREA = 20689.232 sq. ft. AREA = 55412.445 sq. ft. AREA = 47408.327 sq. ft. AREA = 43404.9549 sq. ft. AREA = 24652.986 sq. ft.
0.107 acres 0.108 acres 0.4692 acres 1.017 acres 0.952 acres 0.744 acres 1.462 acres 0.475 acres 1.272 acres 1.088 acres 0.9964 acres 0.566 acres
T conc. = 2.167 min. T conc. = 2.476 min. T conc. = 2.5 min. T conc. = 1.917 min. T conc. = 2.0 min. T conc. = 2.0 min. T conc. = 2.50 min. T conc. = 1.083 min. T conc. = 2.292 min. T conc. = 0.875 min. T conc. = 0.174 min. T conc. = 1.667 min.
C = 0.88 C = 0.88 C = 0.28 C = 0.78 C = 0.71 C = 0.71 C = 0.71 C = 0.81 C = 0.71 C = 0.5 C = 0.15 C = 0.81
REVISIONS EPV/JAU/JCL SITE DRAINAGE PLAN PC DEVELOPMENT 4 SHEET
BY JAU DATE 10-21-94 DESCR FROM C.O.B. REDLINES DATE: 8-3o-sa DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
BY JAU DATE 1t-14-94 DESCR FROM C.O.B. COMMENTS
BY JLL DATE 1-22-96 DESCR AS-BUILTS SCALE 1~=4)' DESIGNED BY:EPV/JAU CH. BY RTK ASSOCIATES 21 p•O. BOX 01315ALLIVINGSTON NMONTANANA5904715 BOZEMAN, MONTANA 0694 SHEETS 26
0W
�z � W
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a� ? a os N a
W oIr
+
j 0
W mo aJ 0aW DW C)
Til Vc �' 0] W OJ N
U� 2 O j+
O w >U J Q
j N� LOT #9
W
z z 'a CO NECT C.O.B. STD STOP SIGN N > ?tea
v~il z TO EXISTING LOT #1
Ln
J r INTEGRAL C&G.
—I w
Q a0
LL f
5' C.O.B. SIDEWALK C.O. . STD STREET SIGN 5' C.O.B. SIDEWALK
4AL STD. C.O.B.
NEW EDGE OF_- E PAVEMENTOoINSTA�LE STA 0+86.28 TO STA 1+21.28 NEW EDGE OF PAVEMENT
INSTA HANDICAP . EDGE OF INSTALLED STA 2+79.70 EXISTING EDGE
VEMENT INSTALLED CURB CUTS W/ 5' TAPERS 10'•X6"X10" INSTALLED 10"X6"X10"RAMP REMOVED TEE AND TEE AND 16 LF OF OF PAYMENT
_ � EN CAP AND THRUST SIA 212 nn LEAD PIPE AND STD.
4it F� —7 J' — — — — — — — CLUCK— — = TNSTACLE�10"— 7'MJDRA Y=GATE VALVE STA 0+00 TO S11.64 STA 2+30.75
INSTALLED 210.89 LF OF STD. GATE VALVE W/ THRUST BLOCKS STA 2+71.6 TO STA 0
C.O.B. INTEGRAL CONCRETE C&G. INSTALLED 31 OF STD.
LF OF STD.
SEE CURB INSTALLATION DETAIL FERGUSON AVENUE SEC.OEBCURB INTEGRAL
INSTALLACONCRETE
DE DETAIL
EX.WATER Nt SHEET 26
SHEET #26
SCALES:
1" =20' HOR
1" =2' VER
4824 STAO+p TO TA 20 4824
TY E 1 IPE DDING
TY L A ACK�I L w 4822
4822
W _
J 4820
4820 I_-- i I
W
� LLJ
NISHED G ADL ' 1 =
4818 4818
l� m
W
&5 HJN CDVER (TY ) - -
4816
' 1n ys 5 4816
EXISTIN RADE P F—
gb3 t Q
I
4814
4814
Y'
40�0'
U Yw KUim
0° X Q N 4812
4812
51 P� Nua
T7_ i � s,,,�n a a a m
t 1p00M DIP S ~i?�J 1 alp
233 y�J 4810
4810 g7f�
---- - - NZW W
4808
4808 -
_Lr) r r o N O N o0 a � L O 00
(V In rM d1 cD 01 �n N I- N N
cO cD r r r o0 00 a0 rn O O O N N M
4806 � � � .r � �r � � � � <r �r � � 4806
-1+20 -0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00
REVISIONS VALLEY COMMONS BUSINESS PARK 10" WATER MAIN AND 5 SHEE
10/17/94 EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS No.
BY EPV/JLL DATE 10/19/94 DESCR REVISIONS PER C.O.B. DATE: Dom` BOZEMAN, MONTANA CURB IMPROVEMENTS L
BY JLL DATE 11/14/94 DESCR RFVISI(1NS PER GOB. 1"=20' EPV JAU CH BY RTK 21 9 E. MENDENHALL BOZEMAN. MONTANA 59715HEETS 2C
BY JLL DATE11/9/95 DESCR AS—BUILT REVISIONS SCALE, DESIGNED BY: / ASSOCIATES P,0. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT FERGUSONfERGUSON AVENUE
� I
Q Q _ 0
a_ W ni
(V Lij
I Q
w Z J w =
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STA 5+34.78
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A 5+86.50 STA 2+71.64 TO STA 5+86.50 2' FROM 10" END
F of STD. FERGUSON AVENUE INSTALLED 314.86 LF OF STD. PLUG.
VCRETE CdcG. C.O.B. INTEGRAL CONCRETE C&G.
FION DETAIL SEE CURB INSTALLATION DETAIL
I
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N
4830
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REVISIONS VALLEY COMMONS BUSINESS PARK 10" WATER MAIN AND 6 s
BY EPV/JLL DATE 10/19/94 DESCR REVISIONS PER C.O.B. DATE: 10/18/94 O�,Aq,1 By, EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS
BY JLL DATE 11i14/94 DESCR REVISIONS PER COB BOZEMAN, MONTANA CURB IMPROVEMENTS
SCALE: 1,—20 DESIGNED BY:EPV/JAU CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT FERGUSON AVE. SHEETS
BY JLL DATEJlZ2L95 DESCR AS—BUILT REVISIONS P.O. BOX 1315 LIVINGSTON, MONTANA 59047
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REVISIONS 10\18\94 EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK 6" WATER MAIN 7 SHEET
BY EPV/JLL DATE 10/18/94 DESCR REVISIONS PER C.O.B. DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS No.
By EPV/JLL DATE 11/11/94 DESCR REVISIONS PER C.O.B. ASSOCIATES BOZEMAN, MONTANA VALLEY COMMONS DRIVE
By JLL DATE 11/7/95 DESCR AS-BUILT REVISIONS SCALE. 1"=20 DESIGNED BY:EPV/JAU CHK BY RTK 219 E. MENDENHALL BGSTON, , NTANANA 047,s P.C. DEVELOPMENT JOB,/0694 SHEETS 26
P.O. BOX 1315 LIVINGSTON, MONTANA 59047
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STA 5�+20 TD S A 10+ I
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REVISIONS 10/17/sa DAWN BY; EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY EPV/JLL DATE 10/18/94 DESCR REVISONS PER C.0.8. DATE: ✓0, 0694 SHEETS
BY JUL DATE IT/11/94 DESCR REVISIONS PER C.O.B. 1"=20• EPV JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 597,5 P.C. DEVELOPMENT
BY JII DATE 1118/95 DESCR
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N
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6"X4"X6" MECHANICAL JOINT TEES
WITH THRUST BLOCKS.
A 0+40 TO A 13+
20
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REVISIONS 1o/17/sa VALLEY COMMONS BUSINESS PARK "
By EPV/JLL DATE 10/18/94 DESCR REVISIONS PER C.O.B. DATE: EPV/JAU/JLL DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS 6 WATER MAIN n SHE
BY EPV/JLL DATE 11/11/94 DESCR REVISIONS PER C.O.B. BOZEMAN, MONTANA VALLEY COMMONS DRIVE 7 INK
BY DATE DESCR SCALE: 1 =20' DESIGNED Br:EPV/JAU CHK BY RTK ASSOCIATES 219 E- MENDENHALL BOZEMAN. MONTANA 59715 P.C. DEVELOPMENT SHEETS P.O. BOX 1315 LIVINGSTON. MONTANA 59047 JOB 0694 L
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LOT 6
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0 0 0 0 0 0 o J V) o INSYALLED 6"Xe"X6" o
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JOINT TEES R
1" =2' VER
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REVISIONS io/,�/sa EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK 6" WATER MAIN PO No.
BY /JLI DATE,OA8794 DESCR ornanu[PER C-Q-R- DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BOZEMAN, MONTANA GINELLA WAY
BY JLL DATE 11/14/94 DESCR REVISIONS PER CO.6 1"=20' EPV/JAU CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT JOB/ 0694 SHEETS ��
BY JLL DATE 11/9/95 DESCR AS-BUILT REVISIONS SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON. MONTANA 59047
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REVISIONS SHEET
8/30/94 EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS VALLEY COMMONS BUSINESS PARK 8" SANITARY SEWER �� No.
BY JAU DATE 10-20-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BOZEMAN, MONTANA FERGUSON A VE.
By JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS �� = 20• EPV/JAU CH BY RTK ASSOCIATES 219 E- MENDENHALL BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT 0694 SHEETS 26
BY AL) DATE 9-25-95 DESCR AS-BUILT SCALE DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047
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4822 STATION +40� -0 I �+6 .00;
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VALLEY COMMONS BUSINESS PARK 8" SANITARY SEWER 12 SHE
REVISIONS 8/30/94 EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS NC
BY JAU DATE 10-17-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAL DATE 11-14-94 DESCR FROM C.O.B. COMMENTS �" = 20' EPV JAU CH BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 0694 SHEETS 2
By JAU DATE 9-114 99 DESCR AS-BUILT SCALE: DESIGNED BY: / ASSOCIATES P,O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT
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REVISIONS 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80
BY JAU DATE 10-20-94 DESCR FROM C.O.B. REDLINES DATE: 8/30/94 DRAWN BY: EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK 8" SANITARY SEWER 1 7 SHEET
KERIN & CONSULTING ENGINEERS/PLANNERS /J NO.
BY JAU DATE 11-14-94 DESCR FROM C.0.6. COMMENTS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 9-25-95 DESCR AS-BUILT SCALE: 1" - 20 DESIGNED BY:EPV/JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT SHEETS P.O. BOX 1315 LIVINGSTON, MONTANA 59047 0694 "26
- I I
I I
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STREF SIGN \
PROPERTY LINE Pi +� \ \
IL 5' STD. C.O.B. SIDEWALK — EXISTING EDGE 19FySPHALT
$ _ � DE S M H 8 7B of Ir, (SGR 35> 1 1'
STA 12+9 . 4
m
CONNECT TO XISTING
a 8 $ 8SSNH 18 12" ANITAR SEWER$ SANITARY SEW STUB
R-4827.26'(AR)
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STD. C.O. SIDEWALK �—
PROPERTY LINE b
it \N �
u YIELD SIGN U . S . D .A. BUILDING SITE
L0-r #5
SCALES:
1" =20' HOR
1" =2' VER
ON 12+ 1 8 — —
STATION 4 T STA ION 1 95.5 4 -
4830
TYP PIPE
TYPF IRE CH E CAVA I
7 — -
4828
482s
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—' - 4826
4826
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10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00
REVISIONS B/30/94 EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS VALLEY COMMONS BUSINESS PARK 8)) SANITARY SEWER 14 SNo
BY JAU DATE 10-20-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BOAMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 11-14-94 DESCR FROM O R. COMMENTS 1^ c 20' EPV JAU CH BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 0694 SHEETS 2
BY JAU DATE 9-25-95 DESCR AS-BUILT SCALE: DESIGNED BY: / ASSOCIATES P,O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT
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REVISIONS a/so/sa EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STORM SEWER 15
BY JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS �•• = 20. EPV/JAU CH BY RTK E� ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 0694 SHEETS
BY JAU DATE 1-D-96 DESCR AS-BUILT SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON. MONTANA 59047 P.C. DEVELOPMENT
QO O O Z(f)
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REVISIONS 8/30/94 EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STORM SEWER q SHEET
BY JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS 16 NO.
BY JAU DATE 11-14-94 DESCR FROM C.O.Q. COMMENTS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 1-9-96 DESCR _AS-BUILT SCALE: - 20� DESIGNED BY:EPV/JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 SHEETS `J(�
P.O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT 0694 "'
TALL0
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N E TBC•1B16•SO' — N IS'IE1816.47'(AB
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TORM INLET PI PE• IE= 4818 _ s� 20'STORM EASEMENT U r I
9 EX. 1 4817 -
SIDEWALK UTl T 1 B C,4 A o ^'
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4806 4806
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REVISIONS B/30/94 EPV/JAU/JCL VALLEY COMMONS BUSINESS PARK STORM SEWER �� SHEET
By JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS NO
By JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS �•• = 20' EPV/JAU CH BY RTKE� 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA FALCON ST
BY JAU DATE 1-10-96 DESCR AS-BUILT SCALE: DESIGNED By: ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT 0694 SHEETS 26
_ m
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1 CB 46-2 I -, of
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15" STORM EW�R LOCATED ON aD CB 48-1 E=afita.78 0
PROPER LINE BETWEEN LOTS CURB FL=4821. 8 N mo O
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1" = 20' HIF Q
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STATIO 0+00. 0 TO S ATION +85.51
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TYPE BACKjFI L M mOO>
4824 mo? rn� N� =Nw 4824
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REVISIONS 8�30�94 EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STORM SEWER 18 SHEET
BY JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS No.
BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 11-14-94 DESCR FROM C.O.B. COMMENTS 1 20' EPV JAU CH BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 26
BY JAU DATE 1-11-96 DESCR AS-BUILT SCALE: DESIGNED BY: ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELPOMENT 0694 SHEETS
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b^5 o o / j LOT #1 NN E=4818.66
ce sB IN
m UTI CURB FL 4821.00
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F— Pue
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4824 $€ - — . ..-
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4822
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4820
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4818
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4808 -
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4806 t � a Ir It It It
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REVISIONS 8/30/94 EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STORM SEWER 19 SHEET
BY JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS No.
BY JAL DATE 11-14-94 DESCR FROM C.O.B, COMMENTS 1^ - 20' EPV/JAU/CH BY RTK IN ASSOCIATES BOZEMAN, MONTANA FERGUSON AVE.
21 P.O. BOX 013r15AL LIVINGSTON NMONTANANA590471 5 P.C. DEVELOPMENT 0694 SHEETS 26
BY JAU DATE 1-11-96 DESCR AS-BUILT SCALE: DESIGNED BY:
12'
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CB 7B-1 CB 8B-1 1
LOT #2
j LOT #1 la I
p
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_ '
> CURBBFL=4821.09 PROPERTY LINE 1za END PLUG, STORM STUBBED 4' TO RIGHT OF WAY iE- NDeP4uc PROPERTY LINE �_- ----
IE=4818.60 IE=4e17.44
Q ST P 5' STD. C.O.B. SIDEWALK 5' STD. C.O.B. SIDEWALK
y.
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R1- .32(A - z IH IE 481886(A)
W.L. ST i 28.65'<AB) VALLEY COMMONS DRIVE 15']E=1817.32'(AB) s W B
t2•IE=48I7.57'<AB) z -
O 8= S.S. _ 137,of 15 RCP
165,of 15 RCP m 8� S.S.
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monommmmolp—
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tbe
5' STD. C.O.B. SIDEWALK
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CB 68-2 PROPERTY LINE IE=4817.41 STORM STUBBED 6' TO RIGHT OF WAY
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m n12 IE=.etl906'(A) J STORM STUBBE
rm L
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SCALES: ctt oz
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1" = 20' H9t D 1 _
1" = 02' Ve -
I 11 N
+Ob 00 TO ATIO +96.51
S TATI ti 0 4826
IT -- -
4826 I I I 0r0 TYPE 1 TRENCEN IEXCA�V TION
TYPE BACK ILL E. ao I I__i_ I mrnao
P1F'E
00 N �� i
M� >
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4824 FI IE PA M NT
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4822
4822 _ - - - _ Ln(ncr - - - - — -
4820
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4818
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165 �15' R(('
4816 NN
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4814
4814 11 91 - - -= o - - - --- —
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4812 -
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4810
4810 -
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VALLEY COMMONS BUSINESS PARK4+6o 4+80 STORM SEWER 20 SHE
REVISIONS 8/30/94 DRAWN 13Y: EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JAU DATE 10-18-94 DESCR FROM C.O.B. REDLINES DATE:
BY JAU DATE 11-14-94 DESCR FROM COB COMMENTS �^ - 20' EPV/JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL SHEETS 26
BY JAU DATE 11-14-9 DESCR At-BUILT SCALE DESIGNED BY: P.O. BOX 1315 L NGSTON, MONTANA 59047
IVI BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT 0694
1 50 R.O.W.
I
1 25' 25'
I
15' 15,
TYPICAL SECTION o 51 5' 3
VALLEY COMMONS DRIVESIDEWALK BOULEVARD 2' 13' 3' `2' BOULEVARD SIDEWALK
4:1 (+ OR lcw�,.�
'STATION 0+37.48 TO STATION 7+66.40 SLOPE TO 9 ? a:1 (+ oR -) MAX.
STATION 8+26.40 TO 12+14.60 `'%�//;//�/// I 5' OF 1.5 MINUS ROAD BASE s /\\ SLOPE TO CATCH
N.T.S. 1 4' CONC 2.0% y 3 LIFT ASPH. /�/3\j
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,BTHASESSE
G O o.^..p'o 0'.Oo,
/ p'U•.O ¢ q,;0 O r O;id i O ,dy'O po LS O_ .. B, .a b' .O - O
/\- .:p•♦ � Q'i �i .Q. - .,.� - .... 0. Y� 1 O.-- d�d.�'.e"0 �•D.Q'-:� a�
1'4" OF PIT RUN SUBBASE (6 MINUS)
BELOW CURB, BOTH SIDES 1'-4' OF PR RUN SUBBASE (6' MINUS)
C.0.6. STANDARD INTEGRAL Ct
CURB AND GUTTER
50 R.O.W.
25' 25'
TYPICAL SECTION 25' 10, 1
GINELLA WAY 1 15' 15' 3
STATION 0+33.09 TO STATION 0+43.82
STATION 1+93.43 TO 2+03.13 1' 5' 1 14' 2' 3 13' 2'
SIDEWALK LANDSCAPED
N.T.S. 4:1 (+ OR -)MAX. .0
SLOPE TO CATCH q;1 3'—
5' OF 1.5' MINUS ROAD BASE 9'
2.0% 3• LIFT ASPH 41 (+ OR -) MAX.
4" coNC. \��\�\ ��\\/\/\\� SLOPE TO CATCH
L ,
a• Q 0. O D -0 o Oe� D D o r O; U O o .. o °'p .O h ;,p ,p `:C 0 o°� O'p`.o oe0..-�.
o .O'o O Oa0-'O a...4 p, Oo Oo\. L' o O,- 06 ,.20 Dos, O ob .:pO .p _C� o•Od.pOdp O p �3' OFMINUSI.S" ROAD BASE
BELOW CURB, BOTH SIDES
1'-2' OF PIT RUN SUBBASE(6" MINUS)J
BELOW CURB, BOTH SIDES
C O.B. STANDARD 1'-4' OF PIT RUN SUBBASE (6' MINUS)
. INTEGRAL / / //
CURB AND GUTTER
50 R.O.W.
25' 25'
TYPICAL SECTION 1 12' 23• 1
GINELLA WAY 1 1
STATION 0+73.42 TO STATION 1+66.34 0 3 I 10' 115, ;
N.T.S.
2' 8' SIDEWALK 2' 10' BUS TURN-OUT 13' 1 13' 2'
9" 5" OF 1.5" MINUS ROAD BASE 9�
4:1 (+ OR -)MAX. 3° LIFT ASPH.
SLOPE TO CATCH - 1 1% 1.1 4:1 (+ OR -) MAX.
SLOPE TO CATCH
I 1— 0 -.n O s..0 VD _ <.O :o.. p b -`p •.p p C.' . ..
4' cow. o p o 6 .O II o a P O a 0 0 9 0 Q 4 O p` b o '
'..O Q�:W': a tr' ...0 G?r".0 Q°.' O D p - -.
:a.:fA.,f .lxcO;O O <Q 'O•,.--a.0.!'. 131 n 9-.O: 4 00• O..D;O (i•'. D'„ O << p .a
U e a O ,o o',, o v i p O d p o o a s 3" OF MINUS 1.5' ROAD BASE
T BELOW CURB, BOTH SIDES
V-2' OF PIT RUN SUBBASE f6" MINUS) /•
BELOW CURB, BOTH SIDES /
-4' OF PIT RUN SUBBASE (5 MINUS)
C.O.B. STANDARD INTEGRAL
CURB AND GUTTER
REVISIONS 8-29-93 EPy TYPICAL STREET CROSS—SECTIONS PC DEVELOPMENT 21 SHO T
BY JLL DATE 1-22-96 DESCR AS-BUILTS DATE: SAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS
BY DATE DESCR NONE EPV CH BY RTK ASSOCIATES 21 E BOX D1 NHALLIVIBO BOZEMAN.
MONTANA5959715 VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
BY DATE DESCR SCALE: DESIGNED BY: BOZEMAN, MONTANA 0694 26
SHEETS
II I \
i S-
IN
LOT #1 LOT #2 N
ST
5-
3(
�a W
I � v
CONCRETE APPROACH
I STA 1+25.34 TO STA. 1+60.34 STA 2+73.08 T STA. 3+08.08 n +
n 0
INSTALLED 35' CURB CUT INSTALLED 35' URB CUT +
25'R STA 92.55 INSTALLED WITH 5' TAPERS PROPERTY LINE WITH 5' TAPERS STA 4+61.83 TO STA 5+08.72 INSTALLED 42.2
CB 6B-1 5' SIDEWALK (TYP) LF OF STD C.O.B.
TBC=821.58 (AB)
INTEGRAL . &
z 5' BOULEVARD TYP
I--35'-� �LFOF
TO STA 4+61.83 INSTALLED 424.53 STA 2+70.24 I TALLED SSMH{�3 STA 3+56.43 INSTALLED STA 4+74.93 INSTALLED SSMH o
TA 38.07 INSTALLED SSMH�J2 1 V) C.O.B. INTEGRAL CONC. C&G. RIM EL= 822.03 STMH�j86 RIM EL= 822.32 (AB) RIM EL= 821.74 (AB)
RIM EL= 821.65�(B) _ N A w (AB) -
STA Z+59.93 INSTALLED STZ#6Bo U N STA +24.4�INSTALL-ED STMH#7B o - � o
v
RIM EL- 821.78 (AB) 35 I m RIM = 821.65 (AB) STA F STD 3 STA 5+08.72 INSTALLED 51.58
--I J LF OF STD C.O.B. INTEGRAL CONC. C&G.
TA 36.92 TO STA 4+ 1 INSTALLED 42 5' BOULEVARD (TYP)
LF OF STD C.O.B. INTEGRAL CONC. C&G. 5' SIDEWALK (TYP) I STA=a+
TA 92.55 INSTALLED - 36•' L
(25'R CB 6B-2
TBC=821.49 (AB) STA 1+25.34 TO STA. 1+60.34 PROPERTY LINE STA 2+73.08 T STA 3+08.08
I INSTALLED 35' CURB CUT INSTALLED 35' URB CUT Da=38'11'50"
WITH 5' TAPERS WITH 5' TAPERS DC=38'56'33"
T=23.64
R=150.DO
L=46.89
C=46.70
z E=1.85
a w M=1.83
12
NOT #9 LOT #8
SCALES: II
1" =20' HOR
1" =2' VIER
NOTE: SIDEWALK VALLEY COMMONS DRIVE - NOT THIS CONTRACT
I
4828
4828
1.
L - 4826
4826 - - -- -
I v I c I
u
N � cv 4824
4824
-K 59. 6 LII
LIA
vPi s n-q.23 zo vt = + 3.eo - - - - 4822
'JPi L4 2'. FINIS FED GRADE CENTERLINE) -0.5
4822 vPi E -4$2 .eo D<e57%
-- - - _ -
S - + v 4, 4
XISTING G ADE1 21.7 v St =9+50,8s 4820
4820 VPI E 4$21:5. I EL 4 1. _ �., o -7
C RVE
o K 26.5 n ]
r. E=0.12 a u Q
+ s w t, -
4818 ---- - -- 4818
4816
4816
4814
4814
4812
4812 - --
r d N 1� o n W r 1--cc) c0 c0 c0 c0 O O - PS rn cV O
(O IA I� O IA N <t M cD c0 IA O c0 (`! I� M 00 O> O r r N M co d rn IA o If7 N t7 N O O O) O 00 I�
N N N (V (V 04 N fV (N 04 N CV N N (N fV � (V M N M N cV (V fV I" I'7 N
hl cv N OCV N (mot N (v N (v N F4 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
a0 t0 a0 D a0 00 00 00 00 00 00 00 D 00 00 a0 00 fb 00 00 00 (b co 00 a0 00 a0 p a- "t co 00 "t 00 oO 00 00
4810 d 4 t t a <t r a a <r e} .} ' -t It -t a � a a * <r � <r 4810
-0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20
REVISIONS VALLEY COMMONS BUSINESS PARK STREET PAVING 22 SHEET
10/18/94 EPV/JU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS No.
BY EPV/JLL DATE 10/20/94 DESCR RFVISI(Mlc PER C 0 B DATE: DRAWN BY: BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JLL PATE11/14/94 DESCR REVISIONS PER C.O.B. 219 E. MENDENHALL BOZEMAN, MONTANA 59715 26
1"=20' DESIGNED BY:EPV/JAU CH BY RTK ASSOCIATES LP.C. DEVELOPMENT JOB/0694 SHEETS
BY JLL DATE 9/28/95 DESCR AS-BUILT REVISIONS SCALE: P.O. BOX 1315 LIVINGSTON, MONTANA 59047
_: -1
O N
p r
o
?�a z�vD N 15R z ���?Oya\�
dim Dco-io J I m1 Zp7 I0''Al
LOT 3 " J ���`��6�9°'a�°y VALLEY COMMONS
-Iv �m ZWD
S' PARK LOT 4
<m c�
LOT 2 15'R x� c1
STA 5+87.23 TO STA 6+34.33 STA 6+34.33 TO STA 7+66.40 INSTALLED0 30' ��y0 ^y���y
STA 5+08 72 TO STA 5+87.23 INSTALLED 51.80 LF OF STD C.0.8.132.07 LF OF STD C.O.B. INTEGRAL PROPERTY LINE 15'R 5 �O
INSTALLED 78.51 LF OF STD C.O.B.INTEGRAL CONCRETE C&G. CONCRETE C&G.
INTEGRAL ONCRETE C&G. SIDEWALK 5' SIDEWALK (TYP) ; + +
STA 5+65.15
STA 5+1318 TO STA CB 4B-1 z 5' BOULEVARD TYP 1' � r"`e Y`µ tiw'` lNTE O4 TO ST A 9+
71S 9x
5+48.5 I STALLED TB 68 +, `.•„ '•' /1j Tgff 8p>
36.5' ClUR CUTS STA 6+37.24 SSMH 5 PI STA +06.08 STA 9+05.71 SSMHa6 eC�q�p 69 r0
rX
RIM EL=824.66 (AB) 8 CO ?0WITH 5' T ( + fF7p
RIM EL=822.04 AB = O'0018" L No c_) o oSTD. C.O.B. 0 0 o q ChCSTOCS0HANDICAP RAMP � 6 670x O5• VALL Y COMMONS DRVEmM- 35' INSTALLED I-
u �aB /
r '�5 .9111 5' BOULEVARD (TYP) �60
5" 2138 p 0 5' SIDEWALK (TYP) C5
/SZP E7�a INSTALLED 35' CURB CUTS STA 8 64.99 TO STA 901.99 STq 9 STq
o R1 n PI STA=6+10.97 ➢ PROPERTY LINE WITH 5' TAPERS INSTAL ED 37' CURB CUTS > �Nl T�CEp•O4 TO
51 =1T59'22" R ° STA 6+34.33 TO STA 9+07.04 INSTALLED L WITH 5 TAPERS + -'4t' 'N�1 STA0�+S0 S Y f�8'g, S \
ST 5.15 ➢ T=23,74 +n 272.71 LF OF STD C.O.B. INTEGRAL 0 R S3 S M
48-2 a CONCRETE C&G. Q o �F C&GSTp C. O N>
TBC=821.59 (QB R=a�o.0o0 u W A 9 l
+13.18 TO STA 5+48.58
INS AL LED 36.5' CURB CUTS \ W �� leC' p�7.
WIT 5' TAPERS U PI STA=9+44.65 /y 7 STq e2 9S
LOT 7 Q 1=28'09'13" R 7Nj T'�G X6p 606
STA +87.23 TO STA 6+34.33 � R=150.00 eCRq(p 69 TO rqe�
IN STA ED 42.38 LF F STD C.O.B.
STA 5 08.72 TO STA 5+87.23 INTEG L CONCRETE �&G. z L=73.71 / CONCRETE TO 7px 9
INSTAL ED 78.51 LF OF STD C.O.B. F 4
NTEGRflL CONCRETE C&G. \ W / C&CSrD '4S
I �0&
LOT g o
LOT 6
: O STA 10+4 .45
SCALES
1" =20' HOR \ / G7A 1 199 9 I
1" =2' VER
NOTE: SIDEWALK VALLEY COMMONS DRIVE - NOT THIS CONTRACT
4830
4830
I
i
4828
4828 - Ld
LLl
- - - 4826
4826 I- _ - - -- -
U Q b f.
+
7 FINISHED GRADE (CE T RUNE)- W
4824
4824 E (STING GRA E Q
J - - - - - - - = 4822
4822 -
Q
V I STA-5+7 .00 4820
4820 v I LL-482a. 4
K 39.`55
E 0.11
4818
4818
-- 4816
4816
i- - -
4814
4814 J r7 M
o O �° ^ p N M n In r h rn o> a r7 ^. IA 1� rn r M a1 17 rn IA N rn n oC r7ToNAD
Lo cv v ri N i (V ri (V �i cV ri cV 17 d M a M IM 17 ri IA co IA co IA D <O c0 C4N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 N N N0o ao w ao eo oo 00 oD ao 00 ao 00 oo a0 00 ao co a oo a ao ao ao a 00 a 00 a oo a 00 ao ao a a) ao ao a� a) oo a) o ao a0 0o ao ao a� ao ao
4812 oo ° co ° oo 00 ° ° a � d * � a 4F d * C "t 1* d a d d ♦ 4812
5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 SHEET
REVISIONS 10/17/94 DRAWN BY: EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STREET PAVING 23 NO.
BY EPV/JLL DATE 10/20/94 DESCR REVISIONS PER C.O.B. DATE: KERIN & CONSULTING ENGINEERS/PLANNERS BOZEMAN, MONTANA VALLEY COMMONS DRIVE
BY JLL DATE 11/6/95 DESCR AS-BUILT REVISIONS BY BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 P.C. DEVELOPMENT JOB/0694
1 =20 SHEETS 26
SCALE: DESIGNED BY:EPV/JAU CHK ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047
BY DATE DESCR
/ I LOT #4
STA 10 Z 0251NS ALLED I
Sr4g-,-5 /65A30 LF OF STD. I
C 0 CO"q�D CONBRETEINTEC&G. I
STA 10+46.7 TO STA 10+85.41 CUTS
CURB CUTS - 12E 5 ?�URB 1275.8
a INSTALLED INSTALLED 35
WITH 5' v WITH 5' TAPERS
a PI STA=10+86.46 V
a =2Ta2'S9' L N PROPERTY LINE 57q 1122.02 TO STLl OF'STD.
T= ➢I T 1 8 STA 1 +89.94 CONNECT TO
C&G. TBC=827.16
R= 00 SDWLK. (TYP) C.O.B. INTEGRAL 35'�'1 EXISTI G C&G.
=72.56 + SA CUT CLEAN FACE ON
5' BLVD. (NP)Z — J EX TING ASPHALT MAT
TMH 6A g STA 1217.84 SSMHIY8 N — — _ �.y
57A 10+74.91 w RIM EL=827.26 (pB TI
N l P O
o RIM EL=826.13 (AB) j STA 2+89.94 CONNECT TO
EXIS NG C&G TBC=827.16
co VALLEY COMMONS DRIVE
U 5' -5- RD ()SIDEWALK (NP)
89.94 2 70
TO STA 1275.85
TA 11 .02 STA12 STA 1240.85
l 'PROPERTY INSTALLED 35' CURB CUTS
TO STA 10+ 5.41 INSTALLED LINE
WITH 5' TAPERS I U.S.D.A. BUILDING SITE
STA 1D+46.71 C.O.B. INTEGRAL C&G.
INSTALLED 35' CURB UTS
C
STA j0+4
45 TO WITH 5' TAPERS
122
STA 1122. 2 INSTALLED
65.30 LF F STD. I
C.O.B. INT GRAL
CONCRETE
LOT #5
SCALES: I
1" =20' HOR
1" =2' VER
SIDEWALK VALLEY COMMONS DRIVE — NOT THIS CONTRACT —
4834
4834
4
4832 832
I
N - VPI S A +09.20
VPI EL-11 P 7.81 4830
4830 CURVE IF
LLJ
LL K-70.'2
- FINISHED GR (CENTERI_NF) 4828
4828
4826 = 4826
L-
4824
4824
yyo I�
d'
4822
a i
4822
4820
4820
4818
4818
I� 17 01 1n O 1� N Of N O O O O O N Cf
co tG co co cp cD r tC I� to 1� r ri ri ri ri r I� r I� w 1� c6 tG
N N N N N N N N N N N N N N N N N N N N N N N N N N N N
oo ao 00 03 00 00 a0 00 00 ao ao �p 0o ro -4 ao a0 ao -4 481 6
4816 a � ,t 1* 't I �r -* � T r t o- a d �rI I L
10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00
REVISIONS VALLEY COMMONS BUSINESS PARK STREET PAVING P21: SHEET
1o/17/sa EPV/JAU/JLL KERIN & CONSULTING ENGINEERS/PLANNERS No.
BY��JLI DATE10hD/94 DESCR RFVISIDNc DFR COA DATE: DRAWN BY: BOZEMAN, MONTANA VALLEY COMMONS DRNEBY ,AL DATE 1116795 DESCR AS- BUILT REVISIONS 1"=20' EPV/JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 �0694 S 26
BY DATE DESCR SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT
� Q VALLEY COMMONS PARK
/ I
O + I fN
a =m 0�
v) LOT 6
o goF �P. OF c Oyu xsy0�((FO uri o u v)
p ��•p�c"BO`sJ'('�B 2 S rn w I
o w I O� Ip��tOPg�p0�vJ4c0 cGZ�� y�F(n + a� IDW�
ap m gO N P.�JF'p0'GJ5 p•�PS � G STA. 73.42 TO STA. 1+66.34 �B�c!S9 c�9(
o c�t5(P G•�F ��`�p �� INSTALLED 92.92 LF OF p' _
9- STD. C.O.B. INTEGRAL O( i z 3�'GOc��FP GJ� CONCRETE CURB AND PROPERTY 9�
a
GJ N GUTTER
m LINE wA 40' OPEN SPACE EASEMENT
�n
w W
a Q r ,� 8' WALK'z' '� f
1- ~ ,SIGN Q o
} a w
W z n m a
- o o � GINELLA WAY `. i oQ J
UVJ p Na
Z of
cn
o mo �U/yy 40 p Z N Q J U
OD o NSZ 3 p�
Z N a U a O d s� O wQ np Z
7 m N
O u�Q N II N I LIJ O>0
35' Wo
--I ` I
Q "'a p o v+
STA. 33.42 TO STA. 2+0 .58 I ~ -d
a - INSTALLED 170.16 LF OF NSTALLED STD. '3 n o
C.O.B. VALLEY
STD. C.O.B. INTEGRAL PAN Z M�w
CONCRETE CURB AND
w 'O GUTTER w O +^of
v STA. 60.65 TO STA. STA. 1+47.97 TO STA. I Q N z L 0 T 7
1 87.65 INSTALLED 1+82.97 INSTALLED STD. C.O.B. N o
o 35' CURB CUTS 35' CURB CUTS HANDICAP RAMP o
N < WITH 5' TAPERS. WITH 5' TAPERS. INSTALLED U
C; w INSTALLED
ci N 23.5 L O w? V)
m r
T LOT 3 CONC. C&G. Y j W I m
SCALES: w < m J
1" =20' HOR N O w Q r�i o v,
1" =2 VIER a El .N > na
4830
- — 4830
4828 i
— -- -- — -
- - ----- -
� _ 4828
4826 — uPl s 1+5&11 Wil T4-2+c,.31
_ - - — _ 4826
CURVE LI N=so K=6 t ,fr.-ie` �,E ISTING GRADE
-19.45 6 i
4824 E o.z3 e o 5
-o.ao4a
-- 4824
EXISTING GRADE CENTERLINE PR FILE
4822 -: 6g0% Val .L= 823.63
4822
4820 � I
71" E"T +17.66
i
4820
20.47
4818 g g
4818
4816 w
--..
_ _ - � _ 4816
4814
4814
0 00 O r t0 C4 n to co N T'l-A
t O r M O O tp
O O O cV (V cli (V cV M 1•rj r7 d� 17
N " N cv 04 cv N N N N N cv N cv N cv N N N N N
00 00 00 00 00 DO co 00 0O 00 00 00 4812
4812 �t �r °� a °� �t °� * d °� °� a °� °� °�
REVISIONS —0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2 -80 3+20 3+60 4+00 4+40 4+80
,0/17/9a EPV/JAU/JLL VALLEY COMMONS BUSINESS PARK STREET PAVING 25 SHEET
BY IEPv/JII DATE 9a DescR REVISIONS PER coR DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS HE
BY JLL DATE 11/14194 DESCR REVISIONS PER C.0.8 1"=20' EPV/JAU CH BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA GINELLA WAY
BY JLL DATE 11(6�95 DESCR_9S-BUILT REVISIONS SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 P.C. DEVELOPMENT 0694 SHEETS 26
166.16
K 89.49'
5 �
8' IN Iw 8'OUT 9' OUT 8'IN or OUT $
IN STRAIGHT(18O)
b
C- z_
89.37
MH 1 SSMH 2 SSMH 3 SSMH 4
8'OUf 8' IN `\ I
e'OUT $
�'iW
�=
4s•
166.08,
I
163.7S
SSMH 6 SSMH 7 SSMH 8 SSMH 5
\ I
C
9LT 4' s-to
SANITARY SEWER MANHOLE CONFLUENCE ANGLE DETAILS �
15 INLET WITH C X 1'GRATE
/ I
45'`y
I
DETENTION POND OUTLET CONTROL STRUCTURE
TOP VIEW
N.T.S.
1
MANHOLE LID I
24 6,
EXCAVATE 2'DEEP,FROM CUT -
EDGE OF ASPH.TO 9'PAST
PROPOSED TBC. I
PEAT(WATER 1 {
VARIES 21 ELEV.4817.80
SAW CUT CLEAN FACE 7/8'GAP
ON EXISTING ASPHALT 1 8 ^ 34-1/Y
MAT 1'fR0A1 EDGE. EXISTING EDGE g, ,-
MATCH NEW ASPHALT 1' OF ASPHALT _% 1 27 1/Y
MAT AT SAW-CUT. "!' I 1
INVERTS IN AND OUT
3. Of MINUSS OW CUR57 RY WE 4816.00 T
Y ASPHALT PAVEMENT $
u
AS.
SPOF LINUS 1.5 .=o: a "v_G c 4-1/Y J 1
1�
1'-C aF PR RUN SUBBASE(6 MINUS) 127 OUTLET
1.PAVEMENT AND CURB SHALL BE PLACED TO MATCH THE GRADE
AND CROWN OF EXISTING FERGUSON AVE.PAVEMENT.
DETENTION POND OUTLET CONTROL STRUCTURE
FERGUSON AVE CURB INSTALLATION DETAIL SECTION A
N.T.S.
REVISIONS STORM DETENTION POND OUTLET DETAIL PC DEVELOPMENT 26 S"EET
8_29_93 EPV/JLL KERIN & CONSULTING ENGINEERS/PLANNERS No.
By EPV DATE 11-14-94 DESCR REVISED PER 2ND co.e. REv. DATE: DRA^r+T+ �' VALLEY COMMONS BUSINESS PARK BOZEMAN, MONTANA
JLL DATE 1-22-96 DESCR AS-BUILTS 219 E. MENDENHALL BOZEMAN, MONTANA 59715 0694 SHEETS 26
By SCALE: NONE DESIGNED BY: EPV CH BY RTK ASSOCIATES p,0. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA
8V DATE DESCR