HomeMy WebLinkAbout23- Ordinances 2122 - Ordinance Title Unknown DocuSign Envelope ID: B67AOED7-1FEA-416D-9E26-D74CB71A310D
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ORDINANCE 2122
AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF BOZEMAN,
MONTANA AMENDING THE CITY OF BOZMAN ZONING MAP TO ESTABLISH AN
INITIAL MUNICIPAL ZONING ON 125.265 ACRES AS REMU (RESIDENTIAL
EMPHASIS MIXED USE DISTRICT), THE SILO ANNEXATION ZONE MAP
AMENDMENT,APPLICATION 21442
WHEREAS, the City of Bozeman has adopted zoning regulations and a zoning map
pursuant to Sections 76-2-301 and 76-2-302, M.C.A.; and
WHEREAS, Section 76-2-305, M.C.A. allows local governments to amend zoning maps
if a public hearing is held and official notice is provided; and
WHEREAS, Section 76-2-307, M.C.A. states that the Zoning Commission must conduct
a public hearing and submit a report to the City Commission for all zoning map amendment
requests; and
WHEREAS,the City of Bozeman Community Development Board has been created by
Resolution 5330; and
WHEREAS, the City of Bozeman Community Development Board has been assigned
the duties of the Zoning Commission required by Section 76-2-307 MCA;and
WHEREAS, Chapter 38, Article 2 of the Bozeman Unified Development Code sets forth
the procedures and review criteria for zoning map amendments; and
WHEREAS, after conducting the required public hearing on May 2, 2022, the Bozeman
Community Development Board in their capacity as the Zoning Commission recommended to the
Bozeman City Commission that application No. 21442, the Silo Annexation Zone Map
Amendment, be approved as requested by the applicant; and
Ord 2122
Page 1 of 6
DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
Ordinance No. 2122, Silo Zone Map Amendment
WHEREAS, after proper notice, the City Commission held its public hearing on July 28,
2022, to receive and review all written and oral testimony on the request for the zone map
amendment; and
WHEREAS, the City Commission reviewed and considered the zone map amendment
criteria established in Section 76-2-304, M.C.A., and found that the proposed zone map
amendment would be in compliance with the criteria.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE
CITY OF BOZEMAN, MONTANA:
Section I
Legislative Findings
The City Commission hereby makes the following findings in support of adoption of this
Ordinance:
1. The City adopted a growth policy, the Bozeman Community Plan 2020, by Resolution
5133 to establish policies for development of the community including zoning;
2. The Bozeman Community Plan 2020, Chapter 5, sets forth the policies by which the City
reviews and applies the criteria for amendment of zoning established in 76-3-304, MCA;
3. Zoning, including amendments to the zoning map, must be in accordance with an adopted
growth policy;
4. A staff report analyzing the required criteria for a zone map amendment, including
accordance to the Bozeman Community Plan 2020, found that the required criteria are
satisfied;
5. The two required public hearings were advertised as required in state law and municipal
code and all persons have had opportunity to review the materials applicable to the
application and provide comment prior to a decision;
6. The Bozeman Zoning Commission has been established as required in state law and
conducted their required public hearing; and after consideration of application materials,
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DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
Ordinance No. 2122, Silo Zone Map Amendment
staff analysis and report, and all submitted public comment recommended approval of the
requested REMU district.
7. The City Commission conducted a public hearing to provide all interested parties the
opportunity to provide evidence and testimony regarding the proposed amendment prior to
the City Commission acting on the application.
8. The City Commission considered the application materials, staff analysis and report,
Zoning Commission recommendation,all submitted public comment,and all other relevant
information.
9. The City Commission determines that, as set forth in the staff report and incorporating the
staff findings as part of their decision,the required criteria for approval of Application No.
21442 the Silo Annexation Zone Map Amendment have been satisfied and no spot zoning
occurs.
Section 2
That the zoning district designation of the following-described property is hereby established as
REMU (Residential Emphasis Mixed Use District):
Legal Description
Parcels of land being:
An area of land comprised described as follows:
Three parcels of land as described in Warranty Deed document number 2736653 Parcel 1
and Parcel 2 and the parcel described in Warrant Deed document number 2736654;
situated in the NE 1/4 of Section 27, Township 1 South, Range 5 East, Principal
Meridian, Gallatin County, Montana, and being more particularly described as follows:
Commencing at the E 1/4 of Section 27, Township 1 South, Range 5 East,thence
N.0°36'43"E. a distance of 189.78 feet to the Point of Beginning being the northeast
corner of Tract 1 of Certificate of Survey No. 3 03 5; thence N.0°36'43"E. a distance of
464.88 feet along the east line of said Section27 to the south line of highway right of way
per Bargain and Sale Deed Book 145, Page 293; thence N.89°23'17"W. along said right
of way a distance of 50.00 feet; thence N.0°36'43"E. a distance of 195.38 feet; thence
along a non-tangent curve to the left having a radius of 523.09 feet and a central angle of
17'34'16" for an arc length of 160.42 feet, said curve having a chord bearing of
Page 3 of 6
DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
Ordinance No. 2122, Silo Zone Map Amendment
N.9°16'00"W. for 159.79 feet to the southwest line of highway right of way per Bargain
and Sale Deed Film 143, Page 643; thence N.33°51'43"W. a distance of 120.68 feet;
thence N.53°32'27"W. a distance of 1350.11 feet; thence N.39°33'03"W. a distance of
62.05 feet; thence N.53°32'27"W. a distance of 302.20 feet; thence N.54°16'17"W. a
distance of 147.56 feet; thence along a non-tangent curve to the left having a radius of
1849.86 feet and a central angle of 11'37'40" for an arc length of 375.42 feet, said curve
having a chord bearing of N.61°36'08"W. for 374.77 feet; thence N.82°50'39"W. a
distance of 59.79 feet; thence along a non-tangent curve to the left having a radius of
1834.86 feet and a central angle of 19°20'05" for an arc length of 619.18 feet, said curve
having a chord bearing of N.78°53'01"W. for 616.25 feet; thence S.0°36'05"W. a distance
of 2552.36 feet along the mid section line of Section27 to the C 1/4 of Section 27;
thence N.89°29'32"E. a distance of 2221.92 feet along the mid section line of Section27
to southwest corner of Tract 1 of Certificate of Survey No. 3035; thence N.0°36'43"E. a
distance of 189.74 feet; thence N.89°29'25"E. a distance of 420.77 feet to the Point of
Beginning containing 114.69 acres more or less.
All as depicted on the SILO Zone Map Amendment Exhibit Map.
And
That public right of way for E. Valley Center as depicted on sheets 14 and 15 of the plans
for Montana Department of Transportation Project Number STPS 235-1(6)5 from station
38+00 to station 4+95.56 to include the entire width of the right of way to the northern
boundary line of the right of way to include that portion of the spur road shown on said
plans and not including Tract 2, Certificate of Survey 1372 or the right of way for
Interstate 90; and containing 10.575 acres more or less.
As depicted on Exhibit B—Excerpt Sheets from STPS 235-1(6)5
Section 3
Repealer.
All provisions of the ordinances of the City of Bozeman in conflict with the provisions of
this ordinance are, and the same are hereby, repealed and all other provisions of the ordinances of
the City of Bozeman not in conflict with the provisions of this ordinance shall remain in full force
and effect.
Section 4
Page 4 of 6
DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
Ordinance No. 2122, Silo Zone Map Amendment
Savings Provision.
This ordinance does not affect the rights and duties that matured, penalties that were
incurred or proceedings that were begun before the effective date of this ordinance. All other
provisions of the Bozeman Municipal Code not amended by this Ordinance shall remain in full
force and effect.
Section 5
Severability.
That should any sentence, paragraph, subdivision, clause, phrase or section of this
ordinance be adjudged or held to be unconstitutional, illegal, or invalid, the same shall not affect
the validity of this ordinance as a whole, or any part or provision thereof, other than the part so
decided to be invalid, illegal or unconstitutional, and shall not affect the validity of the Bozeman
Municipal Code as a whole.
Section 6
Codification.
This Ordinance shall not be codified but shall be kept by the City Clerk and entered into a
disposition list in numerical order with all other ordinances of the City and shall be organized in a
category entitled"Zone Map Amendments."
Section 7
Effective Date.
This ordinance shall be in full force and effect thirty(30) days after final adoption.
PROVISIONALLY ADOPTED by the City Commission of the City of Bozeman,
Montana, on first reading at a regular session held on the 15th day of November 2022.
Docuftned by:
CYNTHIA L. ANDRUS
Mayor
ATTEST:
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DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
Ordinance No. 2122, Silo Zone M A M4W@6d by:
s
DocuSigned by:
MIKE MAAS
City Clerk
FINALLY PASSED,ADOPTED AND APPROVED by the City Commission of the
City of Bozeman, Montana on second reading at a regular session thereof held on the 6th of
December 2022. The effective date of this ordinance is January 5 5 202,2_ 2023
DocuSigned by:
JCYNTHIA L.ANDRUS
Mayor
ATTEST: DocuSigned by:
`3' 192
�DocuSigne
d,by:: I•
F41F922095AB475...
MIKE MAAS
City Clerk
APPROVED AS TO FORM:
DocuSigned by:
Stnw"A&
a�aoa�ccacrnaaa
GREG SULLIVAN
City Attorney
Page 6 of 6
DocuSign Envelope ID:B67AOED7-1FEA-416D-9E26-D74CB71A310D
HIGHWAY RIGHT
AND
2022 SILO ZONE MA AMENDMENT
STPS 235 1(4)5 PLANS _
BARGAIN AND SALE DEED
ILM 143,PAGE 640
00 N82050'39"W
59 79' ALL THAT PART OF THE NE 4 OF SECTION 27 LYING SOUTH AND
R=1834.86' N54°16'17°VV WEST OF THE SOUTH RIGHT OF WAY OF HIGHWAY AS STATED IN
L=619.18' 147.56 BARGAIN AND SALE DEEDS FILM 143,PAGE 640,FILM 143,PAGE
vo
I� ��. A=19°20'05" N53032'27°W 643,AND BOOK 145,PAGE 293, EXCEPTING THEREFROM TRACT 1
=N78°53'01"W R=1849.86' 302.20' � OF CERTIFICATE OF SURVEY No. 3035; SITUATED IN TOWNSHIP 1
CH=616.25' L=375.42' ��sT SOUTH,RANGE 5 EAST,PRINCIPAL MERIDIAN, GALLATIN
�w A=11 037'40" N39033'03"W ��9 COUNTY,MONTANA,
v° CB=N61°36'08"W 62.05' �rG
o�� c"=374.77 ���� LEGAL DESCRIPTION
EASEMENT AREA PER
wP� STPS 235 1(4)5 PLANS
or"
°° BARGANI MND SALE DEED3,PAGE 640 Y��°� ' ���?, O Q and Three
Parcel 2 and land
the parc described
el described Warranty
Warrantt Deed document number2736654Parcel 1
situated in the NE 4 of Section 27,Township 1 South, Range 5 East,Principal Meridian,
O�� WARRANTY DEED �'��_ 09� 4 Gallatin County, Montana,and being more particularly described as follows:
L DOCUMENT No.2736653 PARCEL 2
. f
11 7�SO �Gry� Commencing at the E a of Section 27,Township 1 South,Range 5 East,thence
L
O EASEMENT AREA PER 7 T '9P N.0°36'43"E.a distance of 189.78 feet to the Point of Beginning being the northeast
STPS 235 1(4)5 PLANS sTA corner of Tract 1 of Certificate of Survey No.3035;thence N.0°36'43"E.a distance of
BARGAIN AND SALE DEED S2 HIGHWAY RIGHT OF WAY PER 464.88 feet along the east line Of said Section27 to the south line Of highway right of
FILM 143,PAGE 643 3s STPS 235 1(4)5 PLANS g g Y g
�,1P I IrgJ FI BARGAIN AND SALE PAGE 643 DEED way per Bargain and Sale Deed Book 145,Page 293;thence N.89°23'17"W.along said
SO s right of way a distance of 50.00 feet;thence N.0°36'43"E.a distance of 195.38 feet;
_ thence along a non-tangent curve to the left having a radius of 523.09 feet and a
central angle of 17°34'16"for an arc length of 160.42 feet,said curve having a chord
Sl nj 6ry bearing of N.9°16'00"W.for 159.79 feet to the southwest line of highway right of way
LO U per Bargain and Sale Deed Film 143,Page 643; thence N.33°51'43"W.a distance of
N WARRANTY DEED I I N33051'43"W / 120.68 feet;thence N.53°32'27"W.a distance of 1350.11 feet;thence N.39°33'03"W.a
DOCUMENT No.2736653 PARCEL 1 distance of 62.05 feet;thence N.53°32'27"W.a distance of 302.20 feet;thence
120.68' ��� N.54°16'17"W.a distance of 147.56 feet;thence along a non-tangent curve to the left
°�NlO I R=523.09' ^ having a radius of 1849.86 feet and a central angle of 11°37'40"for an arc length of
' ��/ HIGHWAY RIGHT OF WAY 375.42 feet,said curve having a chord bearing of N.61°36'08"W.for 374.77 feet;
L=160.42
M e�tiP sti`�o I i PER -IG-90-6(3)287 PLANS thence N.82°50'39"W.a distance of 59.79 feet;thence along a non-tangent curve to
A=17034'16" 6 BOOK 145,PAGE 293 the left having a radius of 1834.86 feet and a central angle of 19°20'05"for an arc
4eS� �Q' U) � CB=N90 16'00"W �l� G\ length of 619.18 feet,said curve having a chord bearing of N.78°53'01"W.for 616.25
v feet;thence S.0°36'05"W.a distance of 2552.36 feet along the mid section line of
CH=159.79'
I G\ Section27 to the C a of Section 27;thence N.89°29'32"E.a distance of 2221.92 feet
along the mid section line of Section27 to southwest corner of Tract 1 of Certificate of
WARRANTY DEED N0036'43"E I I `�� s�\ Survey No.3035; thence N.0°36'43"E.a distance of 189.74 feet;thence N.89°29'25"E.
^ DOCUMENT No.2736154 195.38' o��,P`jO a distance of 420.77 feet to the Point of Beginning containing 114.69 acres more or
n �o5 less. (�����flffrr�i��������
40 I N890
2317 W - 4�5���� <<<c� p N T q N -•
��ti°�o �g� 50.00'
CO
P N0036'43"E JON C. *
ti��F FPS TWO oo0
P w °� WILKINSON o
464.88 �� 60'COUNTY ROAD AV
C �p EASEMENT �O >-
N89°29'25"E I ° DAVIS LANE t CIA
1641 1 LS l`
e I 420.77' P.O.B. I¢ � EN
`ts �/C
1 300 0 150 300 NO°36'43"E /0 co ��
o IN FEET I I ° 189.78' ���JJJ'q
22 NO 3643 E �� "
N o` 189.74' I i EAST 4 SECTION 27 ZONING AREA SUMMARY
8w 8w 8w
WESTLAKE ROAD-COUNTY
N89029'32"E 2221.92' ROAD EASEMENT - REMU ZONING: 114.69 acres (4,995,896.4) Sq. Ft.
1. � o
W'v� ,Po°°
o�� �L Boti�a� Q °�0 I cor" � y SE
4ti �s�� �;�a I F��s'��°° ,�>�� ' TOTAL ZONING AREA: 114.69 acres (4,995,896.4)
cL`
Q
Morrison 9 2880 Technology Blvd West DRAWN BY: JCW ZONE MAP AMENDMENT PROJECT NO.
Bozeman,MT 59718 6916.002
FLD WK.BY: JCW BOZEMAN MONTANA
o ' !
M a i e r l e v Phone 406.587.0721 CHK BY MEE
•www.m-m.net DATE: 09/2022 SHEET NUMBER
engineers surveyors planners scientists [�)T T • 1
1
COPYRIGHT S�MORRISON-MAIERLE,INC.,2022 \1--1
z Plotted by jon c.wilkinson on Oct/6/2022 1.111 11
DowSig,Envelope ID:B67AOED7-IFEA-416D-9E26-D74CB71A310D '
— DESIGN DATA
T. - _ MONTANA DEPARTMENT OF TRANSPORTATION
I r.. = r I` L _it' s. ACT-1992 3,853
— r• I ) ACT-zol2 6,404
.D L • DHV 650 a
S.0 n —i o ..%L �/`I �o•L L•c„A.o D 55%-45%
..:a= " 4,�� I ( � FEDERAL AID PROJECT NO. STPS 235- 1 C6j5
Lo�. I sc,oe•• •cis � '' ... ALL, ,CKS 30% L
V Qv
7- r' ; � :° ' ` �—•M• _. GRADE' 'GRAVEL & PLANT MIX SURFACE 50 MPH k
`< i T •.L, '••A 4 M. •• �L LETTING DATE
1.
_ _� W - WESTNORTH 1 TH AVE. INTERCHANGE
J
r •,lr� e„ L_ „• „b,„ L � � �• (A LIMITED ACCESS FACILITY) �(-•
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t GALLATIN COUNTY
J PROJECT SITE
LENGTH 1 .9 MILES
SCALES
HORIZONTAL: 1 Inch—100 Feet
VERTICAL 1 Inch- 10 Feet
CROSS SECTIONS—HOR. & VERT.s 1 Inch= 10 Feet
REDUCED PRINTS APPROX. 1/2 ORIGINAL SCALE
To R. 5 E. R. 6 E.
ork's'., v 8(grade
' FAST r DN �eRIDGr: RD. • �•(J1 � �(•� • '
1 i I
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FqP 85
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_ • / I r f • • �q 20 26
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27
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1 0 3u 29 ( .):••• \• tit c`i APPROX. SCALE: 1" 4000'
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71 •� > ' �.f AU 120
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. —:DL1 "CPORTA'ION
RELATED PROJECTS U H APPROVE MNrKN�
W
"y NORTH 19TH AVE. (FAU 1201) QCARL S.
' OAK ST (FAU 1202) t,w,
1 ( � _ MARVIN UYk. PEIL
N.79TH AVE.INTR.IR 90-6(60)305 d a DIRECTOR OF.NIOf', 0 2u14 PE
c\q
GISTE
I' m PRECONSTRUGT�
'ti U.S. DEPARTMcNT li't TRANSPORTATION
ror co FEDERAL HIGHWAY ADMINISTRATION
' ..
ASSOCIATED PROJECT + m C to
AGREEMENT NUMBERS N Lh APPROVED:(D a
CIL H
CO , (
R w a LC. THIS CONTRACT N l
P E. 1.9 MILES Ll YON ADMINISTRATOR DATE
D—Sige Envelope ID:B67AOED7-iFEA416D-9E26-D74CB71A310D
STATE PROJECT NUMBER SHEET No
MONT. I STPS 235-1(6)5 14
STA. 5+73.19 STA. 6+12.11 STA. 7+50.00
\ T.V. X-ING CL T.V. X-ING CL PWR. LINE X-IN CL Fk N. 19TH AVE. INTERCHANGE -WEST
DEPTH UNKNO N DEPTH UNKNOWN 5 WIRES Fk R \ Ri/y E. VALLEY CENTER DRIVE
16' CLR.
LOT 1 LOT 2 \— T 1 S N R 5 E
r
a• �"' NO. 1 w
/ LAKE SUBDIVISION a
-EXIS pip o REMAIN IN P O zgk4 0+58.
/ x 9p F a v X(DO NOT DISTUR z"c4p
SCALE: 1" = 50' / Q W D Ouj
rs. tE� pE
/ p�T a � SEC. 22____—
0000 p Z
N ❑ v 8❑ E SE.
❑ � U
/ o= 21'17'23" o
/ SEC. 27
coi
R = 300.00'
/ T = 56.39' 0 Z ti F'r ;
/ L = 111.47' W [y
_ ^^
(b ❑ SSE _ _
� I P.C. 0+77.07 R 50'O ppO ..°°°� -- - _ �-
—
w I PED ED.. EX. R/W - FA
`— �
SQ' ■ °O O O TEE.- -- •O 'no�p DRAIN DITCH R/W \
RELOCACTI \
i C ❑ (EE X-SEPONS� �O `
^ - LOT 2 0 $ M 4+95.56 R W = EX. R ek FI 0
o o LOT 1
❑ o o II 4+95.56 3¢ 3 ?p.F z94,°sp V
U R/W = EX. PROP. qs RR \
_ ❑ v1 BEGIN R/W ACQUISIT) RT. o �
I / >_ LOT 1A 9+00.0 END TE P. CONNECTION
+ z � +, o � P.l. STA.
LOT 2A 9+00.0 BEG. P OJ. RS 235-1(1)5 0,m v o ^o n-37 10+58,
_ 49 S R
`\ a `O 4�33yp.3p" RT
Q (L g m o a ��215' 3p"
�x o o d DE (�-3. o �� ❑
0+00 PUBLIC APPROACH = corn n x N o 00' o x h FI
o n 1 L+'150.00. �'.
9+37.11 PROJECT STPS 235-1(6)5 STA. 2+71.76 BEG. TEMP. CONNECTION w ) a I a nas F3 IL °
.-az0 KQ J— �W N s-j1p5.B3 ace X
�? F-a ¢r a J 26.7 • •• 4i O
CONNECT TO PTW ar`OiwSx �- J00 i. 20 �m 0 R-1g 3 m
N o'er rn 3 a^ -,l n- �o a o 1n z S-0 05.86' G // / / SCALES:
• ¢3 t 3 N In 3 M f +M +w / 1" = 100' HOR
InzF4x� In +w +Xo$ +w +w .tw ,nx E'-108.60'' /
nz mwr.. 0z 0 0: r-K �w O t" = 10' VER
STA. 7+60 TO 6+6 LT.
OBLI ERA ROADWAY
4640 STA. 3+6 STA. 5+ STA. 7+4 STA. 9+2 STA. 9+3 .11 STA. l9+OD 4640
PVT. APP. LT. PVT. APP LT. PVT. APP. LT. PVT. APP. -11 LT. PUB IC A P. LT. PVT. APP. RT.
TYPE A TYPE A TYPE A TYPE A PVT. APP RT. 15+15 TO 15+45 RT. TYPE B
4630 TYPEB CRO SE TION ) 4630
SPLINE GRADE TO NATCH
THIS CONTRAcr ELEVATICNS Ln 19+ 5 TO 28+ 5 R .
DRA114 DIT H
4620 00
STA. 2+71.76 10 4+ 0 RT. ±o (SEE X-S CTIO S) 4620
DRAI DIT H RE LOCATION F
to w
4610 + 0.241.% 4610
4600 400' V.C. p0 LO 4" P C ( YP.) 4600
0.2 8% _-- 600 V.C. 16+8 TO 17+ 0 LT
"- TYPE I
4590 - 4590
o
rn
J
4580 toF o 0! o 9 00
n vn o ri s7r,4 E DQA IN 4580
a
Lo
�x
N w a u 9+OC TO 5+1 15 40 0 2 +00 17+ 0 TC 22+ 0
a r 1n w EDGE DRAr RT EDGE DRAIN RT EDGE. DRAIN L
4 PVC DR.
45704570
4560
t Al Izr 4560
r
4550 4550
0+00 5 10 15 20
08-30-93 V:PP0I.DWG
D..Sige Envelope ID:B67AOED7-IFE 416D.9E26-D74CB71A310D
STATE 1PROJECT NUMBERSHEET No.
MONT. STPS 235-1(6)5 1 15
STA. 34+66 STA. 34+93
T.V. X-ING CL TEL. x—INc cL N. 19TH AVE. INTERCHANGE —WEST
0G� 0, 2.0' DEEP 2'+ DEEP E. VALLEY CENTER DRIVE
ti x TO BE LOWERED C�
BY OTHERS -
9<G �
F
® �9p0�ar'a+ 0
Lo
EX. 24"X 64'CMP EX.24"X 68'DRA
cli
AQ
EX.30"X 250'IRR.DR. N
N EX.42"X 178'CSP DR. O Q PED. EX. R/W N EX.18"X 54'CMP EX. R/W
/
f�. EX. EASE EX. R W S 52'5_9'_55_" E
- .-
\• ---- ------- --- ---- - -- -- - -- - --- -
---------------- ------------------ �-- ---- ---—-------------
- - - --- -- -- - - - -
--- -----F-----F--- ----F----�----♦-- =----F---�F ♦ /�
35'R.(TYP)
NEW I kDITCH
C140° N EX. R/j co
38+00.00 R� ( 1 3 3 n
NEW DRAINAGE DITCH _3 5
3 w I (SEE CROSS-SECTIONS) 60'
Of In Z Z a \ z
0 z I
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00 or a o
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200'a C5 ROADWAY o to
0
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N oz O 1p SCALES:Mn +
+ Ln a _p O N O M 02 "
5
N 0rnz o Z % p 00 0 1 = 100 HOR
+3 m 37 +3 +3
LU Kw w 3 w 1 = 10' VER
NZ W/ GSEO J
P�
PaI
to in �Z
4660 28+ 5 TO 34+ 0 R STA. 35+ 0 T 37+ 0 R . STA. 36+ 0 T 37+ 0 R .
4660
DRAI ITCH OBLITERATE RO DWA IRRI TIO DIT H
(SEE X-S CTIO S)
00
4650 STA. 31+ 0 STA 36+ 0 T 36 83 STA. 37+ 0 STA. 45+ 0 0+ 4650
PVT. APP. RT. PIP BER RT. PUB C A P. R PVT. APP. RT. U a
TYPE B COU TY R AD TYPE B la-
tn
4640
4640
4630
4630 '
m cv 0 } 1. 20% _ 100 V.C.
N jp n _-
r I II 4620
4620 1n w _
_Z 5+3 TO 45+ 0
600' V.C. -- DGE DRAT DIS HARE Ll.
PECI L BO RO TYP I 45+ 0 TO 46+;CHAR
0
4610 + 0. 44% __ __ EE ROS SEC ONS EDGE DRAI DI CHA GE R . 4610
TYP I
36+ 0 T 36 30
TYP I 36+ TO 36+ 0 4600
4600 N EDGE DRAT DI HARE R .
TYPEI
21+8 TO 22+ 0
DGE DRAI DIS HAR E L . EDG DRAIN DI CHA GE 4590
4590 TYP I TYP I
STA. 20 00 25 00 STA. 22+ 0 TO 27+ 0 STA. 25+ 0 T 28 20 STA. 27+ 0 T 31400 STA. 31+ TO 35+ 0 TA. 6+6 TO 41+0 TA. 0+5 TO 45+ 0 STA 45+ 0 T 50 50
ED DR IN R EDGE DRA LT. DR IN R EDG DR IN L . EDGE DRA LT. DGE DRAT 4580
RT. EDGE DRAT LT. EDG
EDG DR IN L .
t{ 4580 4" VC R. R 4" VC R 4" P C D LL P C DR LT.
_ STA. 28 30 10 31 50 STA 31+ 0 TO 36 00 STA. 36+30 To 404 50 STA. 41+ 0 TO 46+ 0 STA. 46+ 0 TO 51+ 0
ED E DR IN ST. EDG DR IN R . EDG17 DRi IN L . EDGE DRA N RT I EDGE DRAIN RT
4 VC R. R . 4 VC R. R . 4" PVC D . RT.
4570 TY E II TY E II TYPE:II OB-31-93 50 4570
20 25 30 35 40 45 V:\PP02.DWG