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LEGEND OF
® EXISTING SANITARY SEWER MANHOLE R3 ZONING _ R3 ZONING O B2 ZONING A "
EXISTING SANITARY SEWER LINE ND
LOT 3 _ I BIrOCK 3 I I �� LOT 1 ��,,o�NT:g LER
8ES�4�¢,�
-W-EXISTING WATER MAIN BLOCK 5 s ; 43 OT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 BL_O_CK 2 y9� a
n w ( 112 - - f'1G1 NsMt
-GAS- EXISTING GAS LINE J ARROW BOLT o NroRAM �` /
ARROW BOLT-Hr FE BENCHMARK v
EIEVATI0N.4fi98.JS rEET
_ ELEVATION=4fiJ.5O FEE,
TIN
EXISTING HYDRANT - ®P61-46 J0' cry 8 Sheet 1 of 2
I. w w W W -w w w W W - w w w w W
EXISTING WATER VALVE B -- - ' S-- 'te -L ® :R., �6 - mm E
Iw"..'sAsue'"$I` sEwp Mvxnt ni6`e1`-+' E mM=.Diri g C m s
.64.5 1 Airrow ,dlkLLp un! DROR Qe9 Re•4fii),N' Rll c.o.i:sm Ae w.o t m 6
EXISTING SPOT ELEVATION 1 eea.e.w itiv mro Qme mov cue DRDv Qag T__ DRo_ _wfilR sv«L«,e uanr 00.v
IJ I�wb i RLrA9K E.-R«Dec. ymj
.(64.5) PROPOSED SPOT ELEVATION ' I F rh �. ,o u+uur E-t +•Re A.-s6b LrNmDs, +xsu°_..o«wvi vl
c OtEl� 6f m" GWri- 5
PROPERTY LINE ---- o - - .fi iD•roe srwTu++E19 - i-L n4c.va
_ N69'It"6TE
ADJOINING PROPERTY LINE o ---_--
R=24'\ H + r^• �) I 4sncR `e+.m
6 1 E
>i µ
-TY EA
--- EASEMENT LINE wpB10M
- - YARD SETBACK LINE l s ""� so ds+ I C C
._ $ Al .m ,1i1{JJIIeSDIID08(i--- f ' f G4E ''D'-�
= a P ` }� -Sw4=D uM1 mBo sm.- - x4 �LBE sroo � ¢� E+6xiq uQ�ry Ee..m.,1 v..-► [ S n d
-- PROPOSED CURB I =p s '�," 111�OT � ' - o 'Rwim WLa«�de 1 6a'•--- J' oea w.:nmsiC 6-o,
`Y�lt II
M "Jpfip 5a '`f MR rvG I
- - - PROPOSED SWALE/RETENTION POND CONTOUR I o N $ \.` n l m \,A NING j ; C° #
e s L ON Sq R A LOT 3 l PLI W -
r�, v i Y ON a 11,1.11 S 'Ft � 01 43,589 Sq Ft I
�� ii § r 6/v wce a a G.4158 c 1.0007 Acres i s e•�' ZONING j
Sete In Feet u p i B -
50 0 50 a a t 11 1ni1fORNlT ii•vwlk'Avc - r,0 5
D 4) c- _ ?I , J«.D I,r1 w L BURRING _ll g� TRACT 3A
a a _
i 1 1.DD A-Air R MWD L l.6 ze r
I i i -- - -\ ----- -�- --4 roLara I COS NO. 2202A
15 O 15 E NGY VENIGE PAMAq R� 8 a r AW.W.WW DemwW, VLXNY Eo.�n�t
Scale In Meters � 45 Tu
p1g .. _l,' r� 1z ��.. niw.ARouw o'aA.�,� I '�\ / I Gallatin County
Obi R i $ Q OE 2081801 W
Unplatted L.--- I k '�O. i B/P `+l'
Douglas L. Smith a (,- 9,`.�` \ `t _ �\ u..m eaa n•
W. unMO R3 ZONIN p
ASZONING ->' B �9 ���. mR =o ' .+>, E W.W.tr
aRrE ' o«:Mo.'z°iimw
COUNTY �, 1 rgEamw YD- E6� A"
-------- - L�
>o �; TM LOT 4 SF. \ ,• ;. /.� "'o=^'"rms'tea x ovn�sniff
6° 90h 3 0,479 Sq Ft O�
Fnd 5/B" rebor with 1 1/4" r6ormra \� \ `L \ (�- ii = g g 8 aRrE slue 0. 6 Acre
r�AwE ,` '�6,v ii" .l'iq ( _.4-4--._._.-. nw s/i•.a«"nn+,v
YPC (AESI �t1360LS) \ .33''am171 .-._.-. 4 +a. / z
6/v srrxE !� 1127 2fifiv1'11 1o.2s we(AE9 nJfiD1a)
y l I B/P srrxE
e/v 9y
B/ ° TRACT 3A
Public Street and Utily it Easement
per Doc. No. 2103146 COS County
Gallattinin Coount PLI ZONING
2081801
�y
•• rLp.
Z
�,�'� by` �0•yhy ��
��5�° tv��•� `� 0 01�0 Q- r�vi
x
FINISHED GRADE r 4" SEWER SERVICES ^ "
-- -/----' - 4700 LT
EXISTING!GRADE
1+91.25 1+80.50 EXISTING ADE V
FINISHED RADE [��]]
BENCHMARK NEW B" WATER MAIN 4" SEWER SERVICES
FL=95.60--------__yl 4700 -- ----4.. LT RT n
ELEVATION - 4703.50 FEET CITY OF BOZEMAN DATUM PVC SS 0 68R 35 F 96.05 WATER MAIN I QY
ARROW BOLT OF HYDRANT AT NE CORNER OF INTERSECTION OF GALLATIN GREEN 0+81.25
BOULEVARD AND BAXTER LANE. 2+33.60 O
192.84 LF 3+01
( ) 1% 3 M
GENERAL NOTES 4690 \0065 s® .,Ar F •1
pVG
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, 3g7 LF 6 SDR-35 L 5.76 LF 8" SDR-35 MM
MPWSS STH EDITION, MARCH 2O03.AND THE CITY OF BOZEMAN MODIFICATIONS DATUM ELE_V DATUM ELEV_ - _pVG SS_®_1. 85A PVC SS 8 .DR- 1�
TO MPWSS 5TH EDITION, DATED JANUARY 2004 46'8.5,00 4680.00 PVC SS 1'
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS a a oo n o ro a 6o n+n o e m u7 0 ,o m a m n n n
17 N 17 1•) 1n n6 +A M N
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER 0 o $S 'o 0 0 0 0 0 8 8 0 0 0 0 0 0 0 0 0 0000
nn 1`r r`n nn nn nn nnnr.
� AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 'g� a Y �Y Y� a� �Y a a a.a a*v�
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT - --
TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 1+00 0+00 0+00 1+00 2+00 3+00
D_ FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL
OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER,
8 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 2 SANITARY SEWER MAIN PLAN AND PROFILE SANITARY SEWER MAIN PLAN AND PROFILE
PRIOR TO THE BEGINNING OF CONSTRUCTION. A82.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL) A82.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL)
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN
Drawing Date: 615106
AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
m 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
5 OF THE CONTRACTOR.
w 7. TRENCH BACKFILL SHALL BE TYPE A. ���■O
B. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. A o_DT m T
02/28/07
#05278
i�
V C}
LEGEND
R3 ZONING R3 ZONING o B2 ZONING MARK A
® EXISTING SANITARY SEWER MANHOLE _ L S CHANDLER
-s EXISTING SANITARY SEWER LINE `01 3 I B4 OCKI 3 �� I - T 1 No 9 BES
BLOCK 5 3 OT I LOT 14 L01 15 LOT i6 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 112 I BLOCK 2 - y+� e3°
-w EXISTING WATER MAIN 5 45 -
]� - eENCN4MK:
eoLi I r
-GAS- EXISTING GAS LINE ELEVA -.e e:FWT
ElEVA7g"t N ]03OJ.50 FEEr EEEI
smw (arr Sheet 2 of 2
E EXISTING HYDRANT _ ®� 0 _ 8 W N
w ��w o
EXISTING WATER VALVE BN,a',fa -- - y; -�-,-0 � S ��-S ��'�S mm U
5 P.i sE.ER IUKxou
wLR
.InK anew. au=.roe. ar.oa.n g
-- YIIFM 1U1•uLE coi sm.na ra o:s,c-,i p)N m
-- " aV0 OIICe L1a8 RY"IM].ro' ORaP CLWF aROR CURN ODaP CURB Puak 54«t and UIDIIY
.64.5 EXISTING SPOT ELEVATION - - 1 .w..w _� - - - - IELMaIE EDw"�I P•oo..
- / f naMM 1[INY IO/r 1 13.Oa am•RD N DIDL ROM 'h. -c
> Ia UIM E«.n , rt�P9 • 1 H y5 St•p '1�Ko,zlas.e
ri
(ws) PROPOSED SPOT ELEVATION l� a a e9Ne Ti -
PROPERTY LINE N --- - Si" - J. - -- - - 7.7•------ -L-- oox (!) mLL2
5p 9 Da.ER tlS .P
ADJOINING PROPERTY LINE R=24'\ -y, ,tea sm�n,Rrn v I I I m € _
---- EASEMENT LINE w 4,,RE.-woo REA.aoDz nl � C ❑.
6 L/ J 9L . Wen so rt m_
YARD SETBACK LINE �1 I I I oe.�N.c217Ml °�"I m
i+ ] M« PYO► W1ER R KfA.6n - ' Ei eCn SO t� 1 J
PROPOSED CURB T r.D a Dm• "rJoa K nR or.D. so�r , •« --- II U L S
- - PROPOSED SWALE/RETENTION POND CONTOUR s l(,
°N X q � LUT � N� LO 3 W � 3
07 S // .I A
n� Z y i a e tOS� a �. g;t1? FV 8 �I 43,589 Ft II R PLI
cr4 W 1.0001 A es o b AIL cep
-I a o Q€ f ( '�'., - Iwo- $I I
IS e _ a
:.RR Kr En ,, + TRACT 3 A
Vi,l - 24'MDE�P'V`m
a °- a r �8 '3. I J cyEs "ro Lor. i COS N0. 2202A
Scale In Feet _- Inwr Ea L y
45 % j n,aK�aClxo)''7' ) NNc p^ I Gallatin Count
50 0 50 a€ l// ! 0 , 2081801 W
Unplatted
Seale /n Meters Douglas L. Smith l L ` 4g\ PR Ei
15 0 15 za.m ee'a'zs
v W DggO JS s~ow 3 �ZONIN
AS ZONING '' ` ,�� T. .aDaD =o a E L au,m. r Ays N.}11BaDl a
COUNTY �V �� \ Z"'��1. � N. 24
,,,)On �R �°ao�a T 4 �
r.orU27 M o ,ao
S 1 R,] - nlo�iwrcamG am.-- rrtR,cru,wo ou . ` nan avrc sr
5 F ?' IEra AWE RRewrta oLwcE
SiN,
Find 5/8" rebar with 1 1/4" `\I `� S 8 8 - --- 8 ,7 oPnc ms 4 Acre y
YPC (AESI #1360L5) - r.ale9n z .. . v'\, \ '- L , /. - - 9 - - - -m.ea - • 1 t. r.a SA',.ev au 1 IH•
755.2
'""►� I B/P �, �9y 9/P 1 E ��.*�,�'�' •'o l's,�1��1"tl.,K h'«I
®� COS
3 A
\
Public Street and Utility Easement COS N0. 2202A
per Doc. No. 2103146 Gallatin County PI 1 70 (12
°110 Oti J°°i ,�P JpY� A
y,�0°��+ �JCi,(1, �P.h, P?011G °r16
p.10. 'CZ' ~ °°•P?G (� 't° 9� -GP F'l
1<1W_ °x •�.aG.�,° �J°ry�``'e�6y .P°o Q�
t?� .x e�? °�y x0h
eF P � � , °v-
�
, V'4\ '6 N
�rP� yt •� C/�
Orr
PAP+y OP°`L66 J� �x9���• /-�
-. 4710
FINISHED GRADE 5
BENCHMARK 4700 1" WATER SERVICES f ED GR DE 1" WATER SERVICES Q
EXISTING GRADE-, LT RT EXISTNG GRADE
LT RT
BOULEVARD AND BAXTER LANE. 0+19.50 1+96.15
i 1+94.15 / 1+ w
ELEVATION = 4703.50 FEET (CITY OF BOZEMAN DATUM) 3+67..50
O
o�'
ARROW BOLT OF HYDRANT AT NE CORNER OF INTERSECTION OF GALLATIN GREEN 6•CL SS 51 DUCTIL IRON PtPFL- 5.45 4700 SS g1 D TILE
IRON ,•+GENERAL NOTES PI E M U
I. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, 7 0-4 g"CLA F�
MPWSS 5TH EDITION, MARCH 2O03.AND THE CITY OF BOZEMAN MODIFICATIONS -- 4690 rT^�
TO MPWSS 5TH EDITION, DATED JANUARY 2004 FL-92.80 NEW 8" SEWER
W
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS FL=95 45 ^
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER NEW 8" SE R MAIN 1�1
MAIN FL=93.67
F=92.79
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
UA%'UAJ ELEP DATUM ELEV
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT - 4685.00 46
90.00$ as nn uoa <o no rnz ao nn N
TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., n o n a a;Io w o <a 0 ao Li of 0 n ri "i ri M1 �r, o 0 0
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. to r; of 4 N N Id of g g o$ o 0 0 0 0 0 0 0
u INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL O1 °i e a` 0 o d n n n r I'^ � 1`
OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. cl w a s a a a s a s ♦ a a
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 0+00 1+C)U 2+00 3+00
PRIOR TO THE BEGINNING OF CONSTRUCTION. 2+00 1+00 0+00
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN Drawing Date: 615106
>" AT LEAST 24 HOURS PRIOR To BEGINNING CONSTRUCTION. WATER MAIN PLAN AND PROFILE (7�WATER MAIN PLAN AND PROFILE
6. TYPE I OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION A83.0 SCALE: (1"=51Y-0" HORIZONTAL) (1"=5'-0" VERTICAL) A63.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)
OF THE CONTRACTOR.
m
3 1. TRENCH BACKFILL SHALL BE TYPE A.
� ri. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. A �7 T A 6 ■N 9. ALL SERVICE PIPES SHALL BE TYPE"K" COPPER FOR SIZES LESS THAN 4-INCH,. -BL,J�■ .1
C
AND DUCTILE IRON FOR SERVICES 4-INCH AND LARGER.
0z�m
0
#05278
LEGEND _
l LL �,o�Movr
® EXISTING SANITARY SEWER MANHOLE (.n Q-
[i D 0 A I 0 MARK
EXISTING SANITARY SEWER LINE M O0_ I I OFIANOLER
No. 95180
EXISTING WATER MAIN Scale In Feet �y 4�Z6/2O O
30 0 30 W o 0 Y� T '! fclsi
--cns— EXISTING GAS LINE a) y-A
M EXISTING HYDRANT Scale In Meters v O A Sheet 1 of 1
EXISTING WATER VALVE ti y
.w.s EXISTING SPOT ELEVATION r - _ — _ _ — — 1 52.34 —— — — �n� C N m 8
.(64.5) PROPOSED SPOT ELEVATION
PROPERTY LINE r01
Public Street and UtilityEasement Z > ) 8
ADJOINING PROPERTY LINE w P. m LL r
v1 per Doc. No. 2103144 D • ' .
— — EASEMENT LINE o CO— M S
�FDGE OF`PAV€M€ T o 1
L
YARD SETBACK LINE Q�� A� m � '�v
PROPOSED CURB —r �24.5' D ING BIKEPAK1EiP erguso q f I a
PROPOSED SWALE/RETENTION POND CONTOUR r I 1G_LAB._NE v U s 6
Z M I� (COLL TOR A C €
M
b` LU
IKE LANE SIGN 5 B LEVAR6 N
a
ono ' ELD S go
1
�nm
3' ASPHALT PAVEMENT O Z
0 W o _ _- _ - - - 51.72 01'12'2
12 OF 6 MI 6 ROAD MIX SIDEWALK ^' �Cj~ - - - - — �� o
10' S' 8' ��0.5' 15' - - - '- - - -- - - - NON_D N 30 9�h r
C W
DRIVING BIKE PARKING BLVD 5' % J3s ,S 9, ELEV=93 o 40 -
1' CENTERLINE STRIPE T C ELE`S= .74
45.5' 66� 9 ,, H EXIST.r/ =9 78 o r
06 v O
v
CROSS SECTION R �d 1 m W - a
r W�y
SCALE: NTS m in —M A D
of e^ I Ir- 1 A Zoe L
m m A ri
INSTALL 36" STANDARD STORM DRAIN INLET C \ �o - a
PER C.O.B. STD. DWG NO. 02720-1 �' Z qD Z _ F
Om ~m —
�``7y\O -4
' 35 LF OF 12" SCH 40 PVC ® 0.86%
FL=93.7 °
FL=94.0 BOT. ELEV=93.5 ��� G
Q `L JQ-
STORM PROFILE ��, ��°�� �GJ��9 "v \o W �O
SCALE: NTS C�P���O
IlK
BENCHMARK
IOP NUT OF HYDRANT AT NE CORNER OF INTERSECTION OF GALLATIN GREEN �L P'�G 49 �►/
BOULEVARD AND BAXTER LANE.
_LEVATION = 4703.50 FEET (CITY OF BOZEMAN DATUM) 4700
STORM WATER CALCULATIONS
w
24.5x2Ebx POND
1 'xl6'x 2.3 E Fi z -1.18% QI
PROVIDE POND 16'x16'xt' DEEP
Vol UME=416 CU FT J
4695 � --- w O O
w
a
O
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, un
MPWSS 5TH EDITION, MARCH 2O03,AND THE CITY OF BOZEMAN MODIFICATIONS
o TO MPWSS 5TH EDITION, DATED JANUARY 2004 DATUM_ELEV
00 FTl
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 4690. hrTw�l-
a SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER O, O a AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
O 00, 06 DO r- (6 r
3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT O C)), O O O CT1
^8 TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
t` (OI tD cD O t0 t0 CO
FOR ALL EQUIPMENT AND MATERIALS TO 8E USED ON THE PROJECT. �} It qt
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL
o OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. Drawing Date: 1127106
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 0+00 1+00 2+00 3+00
PRIOR TO THE BEGINNING OF CONSTRUCTION.
ro
S 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN FERGUSON AVENUE CENTERLINE PROFILE
AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. .O
m 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
q OF THE CONTRACTOR. SCALE: 1"=30' NOTE: TOP OF CURB IS 0.28' BELOW Z OF FINISHED GRADE A,S'—B�LpJI[,'I'
7. TRENCH BACKFILL SHALL BE TYPE A. � /�
0
0 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ZLO
05278
LD