HomeMy WebLinkAboutKagy Crossroads Subdivision MONTANA DEPARTMENT OF TRANSPORTATION %5T ADVAN�iLD TECHNOLOGY PARK
iN 5]_35
REQUIREMENTS FOR THIS PROJECT \) PHASE II
1 II
1. SQUARE CUT EXISTING BITUMINOUS PAVEMENT 1 FOOT OUTSIDE OF EXCAVATION. 'LI ? II LOT 4 ICI 1 LEGEND
3.1402 Acres I To
2. BACKFILL IS TO BE NON-SHRINK HALF SACK CONCRETE MIX AS SPECIFIED BY MT DOT. I
.3 SMHI S 1 ® NEW SANITARY S EWE R MANHOLE. BITUMINOUS PAVEMENT REPLACEMENT IS TO BE 4' OF HOT PLANT MIX AS SPECIFIED BY MT 0�,- _ ' EXIST nx I I I
rL N�33.051 3 N- - NRA
4. SIDEWALK AFFECTED BY TRENCHING IS TO BE REMOVED TO A JOINT AND REPLACED. 1c 15' -p•,T- NEW wANrA uNE
p'S3 EW SA RY SEWER LINE
5. TRAFFIC CONTROL PLAN TO BE APPROVED BY MT DOT AT PRECONSTRUCTION MEETING. j ,I �+ NEW WATER VALVE
s4M NT ODt6T110 AAMLT AT LN6
iqL IOEM(AN II. IIOM- I I tE NEW HYDRANT ASSEMBLY
_. n7REET CUT PERMIT TO BE GIVEN BY MT DOT AT PRECONSTRUCTION MEETING i� IM�N NAMAL M,INMDI m I I - -
MQAW4 QIJE 6 NOTION 6 PANIC RFMOJE DOSING W CSP 0..EW]Ti
IAS.QiNQ SIIYIIaR M1W l_- I NQ Rrnw�w/ti�'.YY wW gA4fpT •SRLI NEW STREET SIGN
[S69-50.41•E] U Oas NEW sroP slcN
090'09'19• l�,1 - _ _ • " PROPOSED SPOT ELEVATION
2148.73 - - - -- - r, - -7 t d S r e - .. -- - N _R I ��A+y�� PROPOSED RETENTION POND
r_ R
.-. N�-t-'--_- WITH 41 sroE SLOPES
NEV AFT ____ 1SSY NEW 59�F2-_ _ wti ^"'� DRNNACE DRECDON
NEW SI ''+ EIOSTINC S NI SEWER MANHOLE
6- --EXISTING SANITARY SEWER LINE
LEGAL DESCRIPTION :I y
/ 32p4'-�
.1 OOl1NIG 1 MT _ - EXISTING WATER LINE
�4
f, EXISTING WATER VALVE
SAW AlPNALT J THgNNWEATIIALT '1��
IIKAGY CROSSROADS SUBDIVISION AERnNADaXLAIOfAPAtTIOLPART OF THE E 1/2, SECTION 14, T. 2 S., R. 5 E.OF P.M.M., GALLATIN COUN'-, MONTANA BANTARr SEWER MAN I il
N
CONSTRUCTION SPECIFICATIONS FOR THIS PROJECT ARE ACCORDING TO:
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), 4th EDITION, JANUARY 1996
1
2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SPECIFICATIONS 4th EDITION, ADDENDUM No. 2, ?
ii
MARCH 2O00 FOR WATER DIS
TITRIBUTION SYSTEMS, SANITARY SEWER SYSTEMS. STORM DRAINAGE, .I NEW ssul+
STREET IMPROVEMENTS, STREET SIGNS. (EXCEPTIONS AND ADDITIONS TO MONTANA PUBLIC =I
WORKS STANDARD SPFC)FICAONS.)
GENERAL NOTES : I Scale /n Feet
10o D 1cc
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. .I
1
/ I 30 0 30
2 NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE I' ,Ef Scale In Mete s
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN _ I
ENGINEERING DEPARTMENT. - - I{.I I CONTOUR INTERVAL: 1 FOOT
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE -- - -- - 1
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND I I'
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.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE r
BEGINNING OF CONSTRUCTION. _
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL
SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SEWER MAINS.
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. �I NEW SSWH-5� I IpI
9. TRENCH BACKFILL SHALL BE TYPE A IN ALL AREAS TO BE PAVED AFTER PIPE INSTALLATION, AND @P
TYPE B ELSEWHERE. '
I9. BENCHMARK: NORTHWEST FLANGE BOLT OF HYDRANT NO. 605 AT THE SOUTHWEST CORNER OF ' 'I
I 11 TH AVENUE AND KAGY BOULEVARD. I I ;
ELEVATION = 4914.09 FEET (CITY OF BOZEMAN DATUM)
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:M.J ICI
DRAWING LIST
AB1 OVERALL SITE PLAN
AB2 SANITARY SEWER MAIN A EXTENSION PLAN AND PROFILE _ 4
I AB3 SANITARY SEWER MAIN A EXTENSION PLAN AND PROFILE
AB4 SANITARY SEWER MAIN A EXTENSION PLAN AND PROFILE Y I I I III
SANITARY SEWER MAIN B EXTENSION PLAN AND PROFILE CORRAL 7 I
ABS SANITARY SEWER MAIN C EXTENSION PLAN AND PROFILE
ISOUTH 22ND AVENUE ROAD PLAN AND PROFILE I// ,Y ,-I• -.
I AB6 WATER MAIN A EXTENSION PLAN AND PROFILE .,
AB7 WATER MAIN B EXTENSION PLAN AND PROFILE _p'.L rt�
AB6 WATER MAIN C EXTENSION PLAN AND PROFILE
I ACCESS ROAD PLAN AND PROFILE • rpp
A89 WATER MAIN D EXTENSION PLAN AND PROFILE
A810 REMINGTON WAY ROAD PLAN AND PROFILE I
AB11 KAGY BOULEVARD ROAD PLAN AND PROFILE
AB12 DETAIL SHEET -
a.z --
KAGY BOULEVARD ROAD PLAN AND PROFILE
tF OIBK 24 12 --- - -- -
.% -
�J2asTINc
I I
CONNECT TO EXISTING
,... li I W 24'STUB AND CAP I
1 I TI O 110 ZO
Ms l NE'D R3 1-'45
I-W
�� TREF
' I I , 1. /
1 - III wW AI I I I \
�FLL IE S-72 2
--- ----- ----- - (]9. ',ANGELICAL FREE CHURCH 1328A OZEMAN T,. I�y1 - III I INSTAL'.355 Or^.A'"'I-RE
I _ III CLASS T50 DIP WATER MAN
II B '
LV4M1GE.(:A.. C'+ \F RO.FMAN
y NO'NDE DRAAATk AND
DITCH MANTE!"IC{EASEMENT F
- r
8- a 32.84'
i % LOT I INS of 12'RCP PIPE
1 ER DE ENTION POND I
d� < r p0- of C x LMT�iLET STRUCTURE
14 PVC�40x wI SEEN TAIL 5 ON SHUT C12 m
x
m �\ NSTAI}CJTY STANDARD STORM ;o�
o E GRAN HgLET PER c.o.e.sTD €
DWG.N.02]21-2 4< POWER POLE TO BE RELOCATED III I,Y,
INS 75 LF OF 22 1/2•x u� CONTACT MONTANA POWER CO. IJ'
Mj'J'RCP ARCH CULVERT '�� j 4 WATER MAN A
NEW ;G� EXSTNC e. 1
J-.. Y •Bt ACCESS f Y� ACCESS NEW p�
NEW SSMH 9 ----- 1 _- - -
i " �mington F y
M<)NTANA .S
II
STnTE Y f '�i. - -- ---�PM6100fl1Q�6i55 IBtgS)CMP1M4)Ofl ; 3• ] _ AOYi.!
N9T--eY+/y NOT.Na] •e.
TOP�WRlOOWW BOLM.D!FEE i' �12'DIA-UTLItt CULVERT +' t tY DNA.V"L'Y CU.vM J
v I�H'.NsiN s (CTY OF BOZEMAN DA M +� I�
f (_ NOTE 2'CURB STOP SHALL BE PELOCATED' 5.5'BOU E"GIVA CUPS AND SIDEWALK
1 LEV RD 0 5 S WALK SANITARY SEWER
DF
MAN A i
TAN AT 17. FR \_Y TO STANDARD LOG ON 5 0M ON BOTH 40E5 OF REMINGTON WAY
sirE II
CURBL. 1G-( NECT 2• 2-12•DIA.U➢GTY CULVERTS Y NO ACCESS DARP-
FArCOT-J. 4 ALONG EAST YROPERIV BOUNDARY
SS SAWTARY SEWER MAN C BETWEEN OF K GTON WAYULE AND
ORTH'SIDE O KAGY BOULEVARD 4 I < I
SANITARY SEWER MAN 8 4 5
A. s - IIPII
NOT Tn SCALE ��],►//� __ ____ -I. (eS.Tr - - { N
V
�B NEW SSWN-T4i NEW SSMN-121 L L
1. ws TR f L
I NOTE: 2-CURB STOP AND A'VALVE SHALL 2♦♦-LOVV '�I �N�100i�Q A'5
BE RELOCATED TO STANDARD LOCATION N•SS, •�, {�PjpplA�'1 ! N { L--____-
--.
(1].5'FROM BACK Oi CURB)DURING - T E�OT_1LJ CONNECT TO EXISTING 24'WATER STUB
I CWNECTON FOR LOT 2. I �Oi1ML �W/ - 11 WITH 24'TEE AND THRUST BLOC(
(CITY
I OE ARROW BQT�4893.]0 FEET r/r//..
' tl(CITY OF BOZEMAN DATUM) ® 4'W II
I i•MIS I IN EXISTING 24'PRESSURE CUSS 250 DIP WATER MAN
1 `T `�'' N WATER MAN E
! Cm N M IXe of NE 1/4.SI 13
MOO 19'47'E
�PM1oaQl2 6'S5 1 A,EWE¢ N 19T1
LOT 6 �� Y .SOUN0031'9J�
'/~ 9 Moux N
mg _ \ mi 4'SS (TTo,b,b0 rMnowd)
Y
CM 2•CUM STOP SHALL SE RELOCATED -- 4 -3i MATCH EXISTING iLDWIAIE�
03 TO STANDARD LOCATION(17.5'FROM 4T,' O1n•°- - I it INSTCAULL E8X0�5LTFINGOFC24�'yERRCTP�IN�,XX TH
FFOCK ORR LOT CURB)DURING C(NVOECTION _ it 124 DM.UAIJtt CULVERT m X CTV STANDAROUSTOIM SEWER MANHOLE
11 ') [ POWER POLE TO BE RELOCATED
CONTACT MONTANA POWER CO. ` REMOVE CONCRETE NEADGATE
- - TOP OF ARROW BOLT�b9g55 FEE[T � (92�p) 3� r 12'DIA.UTILITY Cl/LVER ill I� A
LAN D -_. _--_-- (dtt OF BOZEMAN DATUM) - - - - w_--_ NE- v-1 ` --_=-- _ _ .^ J1.� ��=ND AN0221�EX1ENS ON 11.25 DEGREE -
E - - !-RW NORTH'SIDE KAGY KLLo t )
f S'W ., I --- 1 = d'- F •. I - KnnNt�aAs169t((TA([
V\�.L 9J.14 1 h.L WATER MAN D_ __ gy
1D Ka. . Boulevard )
\ PROVIDE CURB AND GUTTER, Praoo Common- --- •S�, --- 1� �s i. - , .., •��
_ O 5.5'BOULEVARD AND 5'SIDEWALK A-Point -- w•.Wr wnur / lY DIP CLASS S
Ir - ON NORTH SIDE O KAGY ONLY N�
- INSTALL'104 LF 11 11 (` 12 LI OF 22 EXISTING 1/4-CULVERT W WATER MAN
O QF�.� /2ING eS RCP
O ., LF ONNECT TO EXISTING 24'STUB AND CM
g U s INSTALL by IF O 22 1/2K38 1/4'RCP ARCH CULvEitT INBTALL20N+LF OF 1B'RC" 64 LF 6 24•RCP
s ENGINEERING AND ,o
SURVEYING, INC.
SEWER/WATER/STREET PLANS �' 1nI
•CITB!L{InesrlW•4trvr[urel ITe1Aio..rin0 I�nO 9Mrveyln0 p
OVERALL = g;
p 24T5 87-1 YAin Street,Site 1 Bazemen NaDtene 59918 ti -
KAGY CROSSROADS SUBDIVISION SITE PLAN ,�,5p7-ILIA•e�,,of,SR7-W6E•t hrR IT �Lol,l,1 _
N _
j BOZEMAN, MONTANA MIAtfu �� s
,7fuwx' �M �D ,�.� -
xo1 ul na aaaaaoao�s s a - w
o
ALL FITTINGS SHALL BE MECH. JOINT INSTALL MEGA LUG w' 3 :5
WITH 3/4-TIE RODS IN EVERY OTHER CONNECTORS AT ALL BENDS Z' O 00 /� ♦—
AVAILABLE BOLT HOLE NEW SEWER PIPE �.,. \ iTYP,) =I W D� r � I lJJMARK A.;
U m S Gp i CHANDLER
EXISTING D.I.MAIN �- ` EXISTING D.I.MAIN --- ��- -- �"I (/� n NO 951EE9 -`
II BACKFILL WITH a
eeoomc - - l n II 1- II III -- - Q W tiq /c
_-- 7
NE''.k cr, X-i
O7 J -
J4 REBAR ANCHOR RODS WITH - POL YETMYLENE ENCASEMENT ON ALL DUCTILE
BITUMINOUS COATING(TYP.) IRON PIPE AND FITTINGS AS SPECIFIED. r=— -—- _ - - _ -- ___ ______ _ _ _ ___• SILCBt �Z of 1.�
ENCLOSE G.I.P.WATER LINE WITH— ALL SEWER MAIN PIPE SHALL BE SOR-35 PVC EDGEEXISTING ASPHALT
POLYETHYLENE ENCASEMENT
ALL PIPE TO BE DUCTILE IRON
ICD
INSTALL ONE STICK OF �,
D.I.P.CENTERED UNDER THE J I WATER MAN CROSSING BELOW NEW SEWER MAIN _ ---_ — p
SEWER MAIN --- _ - -_ -I'/per
14
AB �.... —_ ___ —_ -M_—i _-
SCALE: Nis CITY GI dOZEMAN STAN.iPH', la-a � _ r� • �Z 'c
s/s/ol
Fxi5tIn 1 �� — — _ :2j SANITARY SEVER MAIN A � �m g'/"/"
O 11•/11/11
�tv� C9� - No/la/ol
',IIIY =�� anle�l; I (n WCo
II
°�CC< VV line of NE 1 4, Sec. 13 NOTE:
-1 'TECHNOLOGY HNOLOGY PARK z z z XI- _I, =N00'19'47"E / STATIONING IS FROM CENTER OF
\ 1 4 _ IDIVANCE� C a
r ,/ (PHASE II 3 z IcD z 3 MANHOLE TO CENTER OF MANHOLE N 3
�.1 4J. 1 r �� �
51 1 5 5 OL SOUTH 19TH AVENUE v
II ( of I o o =N00'31'39"E
1 L.J u Li L.J = W line of NE 1/4, Sec. 13
=N00'19'47°E
11
0E SOUTH 19TH AVENUE STA. 4+08.75 W
-
I-nw CUT EXISTING AS�I IAL I Al LINES , � I�I
=N00'31'39"E
EDGE OF ROAD-4858.50
HOWN FOR REMOVAL. PLACE NON- EXISTING ROAD
SHRINK BACKFILL IN TRENCH TO "MII
PREVIOUS GRADE OF BOTTOM OF P LNG. 'M,-1`'1 `��' PROVIDE 4" THICK( x 4' WIDE INSULATION W wj
ROVICE 3" THICK BITUMINOUS PAT ='04 _ �I FROM STA. 2+71 0 STA. 5+15 Q
AT COMPLETION. REMOVE EXISTING 30" CSP CULVERT
w
INSTALL 13 1/2"x22" RCP CULVERT
z
/ un
AND REPLACE W 13.5 1 o TOP=4857.35---- I 'REMOVE EXISTING 30" CSP CULVER Q
----------------------- ----- -- -----
PP
,-____ --_- ------- -- ---- ---------- --- - --- ----� x 22 RCP CULVERT cur W r� II � I-a
- x t-)A
_ i _ - _ _ — _ - _-P .�Pr U NEW FL=4856.01 PROVIDE 4'x8'x6" INSULATION W
- --- — T i �7o CULVERT ANDeet
C14 C=)J ;FWLSfN
--- -- — - NEW 8" SS MAIN (/] C5(5570) 2.84'24.32' 18.57 5.0' A Gil I LINE EXIST FL=485FL�4854.61
.SEE ABOVE/���T saw cur ExisrlNc ASPHALT 1 Foor2SANITARY SEWER CROSSING
NORTH OF TRENCH. REMOVE ASPHALT LE: NTS
( 1� SOUTH OF SAWCUT. REPLACE ASPHALT (
AFTER BACKFILL AND COMPACTION. O
/ I �
�Jcj � � w ¢ FBI c� 5 a1 Z
GI
400 g`)'�6 0�'ry 1 -60�J0 0"`a^ 1`P�', x'°�O 6�e���Dh PG � `POt�P = I W
�q�,6�b -A1�pg �x 6A� 0� �
W
v V1 p
GARFIELD STREET SOUTH 19TH AVENUE
FUTURE I O
/
I• hhh+++��� ��//
- --- -----14870
FUTURE GRADE - • ►
_ --------- ---
GRADE— p m
ADE--
--� ---EXfSITNTG - • t
'E)OS.'7NG 8'SS MAIN I
cRLssNr..FL»61.70 •48FC Ir'
EXISANG AND PROPOSED GRADE CULART cROsmNGS
fT--_
CUL IERT CROSSING TELEPHONE OR S SING
I 221.08 LF OF 8"SOR-35 PVC 55 O 0.839% • ///�
• V�
396 LF OF B"S,R-35 PVC 55 O 0.427R I
'7984 LF M B"C900.DR-14 PRESSURE 55 O 0.40 —PRONDE 4'18'+6"INSULARON BETWEEN
PROVIDE 4"TN(CW 4'WIDE INSULATION CJL VERT AND SEWER MAIN
I I SFE DETAIL 2,SHEET A82
M18'MIN OWR SEVER MAIN FROM STA 2+71 TO STA 5+15 I
SEE DETAIL 6 ON SHEET C12 —-
i�EMOVE EVS7ING 3Q"C,SP CULVERT
G I)SEF CROSSING DETAIL AND REPLACE W/131 r11 RCP LUL IER7
SHEET A62. DETAIL 3 SEE DE AIL],SHEET A82
�4850 Dravring Date: f011910f
EYisnNc
3 8"WATER CROSSING 0 V OJ � rn O DO N O N O N 0
TOP=5J 353 rn a C7 O O M-: C3
rn QT DP rn CT p>I O O 1O c0 10. �! [\ �) U' r� 00 O) O) CD O
7 00 00 00 00 10 -0 Oc t0 c0 t0 cC aj 00 0000 0000 00 00 'T
� �� ao' ao 00 a0 00 a0 ao GO a0�� 00 x> ac ao 00 0o cc cc c a: I
AB23 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+01 9+00 10+00 11+C0 2+00 13+00 14+00 15+0C
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE AS OONSSIRUCHD
�Q+ AB2SCALE. (1'=,c-0-HORIZONTAL)(1'=5'-0" VERTICAL) lO0035
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C�J Z 0_ t - `� MARK A. ,.
N 7 N X U 2 ►� No. 951L8ES
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V '� cl 1-- Zln 3
F- X z: q ac nor
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--- - FUTURE SIDEWALK - - . _. _ -- -_ -- __ C9 '' +
FUTURE CURB AND GUTTER - - --- - - --- - __-_ _ �j "
—YEN*PPF — FUTURE DRIVING LANE - s I-
' �i�p
— L —_ EDGE OF - a ep/m
EDGE OF EXISTIN — If iAiih,
FDR1Vm1GtAN� — -- --- •L8+ --- �-- _ �� __ _=_ __ _ -_=_-_-` -- 5� 5*.
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W line of NE 1/4, Sec. 13 N-of w /�. E 1/4 COR. SEC. 14 cv M j j
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=N00'19'47°E 00 II� (,L \ m a
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=N00'31'39"E N� 14 Ws Era z
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POTHOLE EXISTING WATER MAIN AND VERIFY ELEVATIONII �� - ul F
PRIOR TO CONSTRUCTION OF SEWER MAIN CO qdco. 1-45A Q Q O z? C7
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8 �'>r - �w
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L SOUTH 19TH AVENUE �' ' x --
II
o - —
r - n -
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4 FIRE LAVE WITH 4" GAT'1
1 VALVE AND VALVE BOX 1 £10
1° W.S. WITH CURB STOP
r, gym`------- --------
0
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Ud Q III I.`- `' 12' PUBLIC UTILITY EASEMENT (TYP.)i -y ___MATCH LINE � F"'1
w SEE SHEET A134
7C ;w
Iw 5�� 5 �9 'S�/PG,P
SANITARY SEWER MAIN A �x�,,'15`�o�Po REMINGTON WAY
iSOUTH 19TH AVENUE 9N\ � g�
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4�'
POWER ------ -------•--------------------- - — _
P o10�
�dh�a6o\9�G dh^d 0�L0�PG _
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NEW B"WATER MAIN CROSSING NEW 1'WATER SERNCE'CROS_ I w-NEW 4'FIRE LINE CROSSING Lu
w MOM
:_ F+.M
408D I -- \ // IB'MIN I r N
Lu
V
I °PHONE w
I J GAS. IRRIG o o PHONE
,,� ` _ 331.07 LF OF B'SOR-5 PVC 55 O 0.431R
F18ER OPTIC'
'1.A
EXISTING 12'WATER MAIN CROSSING 0.4518
361.iZ Lf OF B'SDR-J5 PVC SS O
IB'A41N 396 LF OF a-, SDR-35 PVC SS O 0.544T
F o GAS I
4870 1
F OF 8'50R-35 PVC
SS O 1.2f5%
396 L 10'55
i I Drawing Date: 10/19/01
r7 f; rj ^ c0 m t0 0 00 cm) Qi CO
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(- t` �� O] 00 a0 a'.• 0C 00 00 00 00 N 00 00 00 00 OJ 00I CO 00 CO
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co
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a 16+0. 7+00 18+00 19+00 20+00 21+00 72 OQ 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
° , SANITARY SEWER MAIN EXTENSION PLAN & PROFILE L MMUUC11D
AB3 SCALE: (1'=50'-0'HORIZONTAL) (1-=5'-O' VERTICAL) 10/19/01
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MARK A.
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0 ROAD FOR SANITARY SEWER Q W ' 0
INSTALL 60 LF OF 8 C900, DR14 U =W
SEE DETAIL 1 ON SHEET C12 PRESSURE PIPE 00.90%, CAP END o U= I p
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BACKFILL WITH FLOWABLE FILL UNDER w U)
THE WATER MAIN cr W °� Z (�
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ry MIN _ J
O 2.2DOR NEW B"WA7ER MAIN CROSORSlNG
112..65 tF OF B"SDR-35 PVC SS O 0.4089 4890
°' �y.s LF nos PROPOSED GRADE EXISTING GRADE I PROPOSED GRADE_- ----
GRADE
------ EXISTING .Ra
o blh�
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N£W 24&O RCP C ITCH 7 I T
o' � _35 PVC 55®3 j73x ' NEW B"WATER MAIN CROSSING FOR RLOC 1.65TED DITCH v
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LINE
8" pR 48S NEW 1'WATER SERVICE CROSSING . NEW WFlREWAIER R£RV EGC,ROSRrn'G
331 5 LF Of 349.5 LF OF B'SDR-35 PVC SS O 0.40/x IB"MIN. '
396'F OF B'SDR-JS PVC SS O 0.405R I
ygyyy J
1M�XS� ri
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4870 '
00 o x oo o rn rn o n N M I Drawing Date: 10119101
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1+00 2+00 3+00 4+00 5+00 "'1 7+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 '
q �1SANITARY SEWER MAIN EXTENSION PLAN & PROFILE , SANITARY SEWER MAIN EXTENSION PLAN 8. PROFILE � AB4
OuSIRim
AB4 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0° VERTICAL) --
AB4 SCALE: (1"=50'-0"HORIZONTAL) (1°=5•-0" VERTICAL) 10/19/01
00035
a
C'J
INSTALL STANDARD INSTALL TYPE 7 = -
STORM DRAIN INLET STREET MONUMENT(TVz.-)' I^ Utd�ty �cSF-�F1_ 4
C.O.B. STD. DWG. NO. 02721-2 AS PER CITY STD: -.� - fosPme�t 'Tyr,i
y� DWG. 02529-3 MARK A.
INSTALL NEW 6' WOE
DOUBLE GUTTER (TYP.) ()HANDLER
C.O.B. STD. DWG. NO. 02529-7 �,'-1_ ` No. 9518E5
•�l � - '9 cFc 5 �Y� P'
fib/NITER PIP'.
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3/4/ol
O i
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I(- _____ % W
---- - -� 186.30 17.45 254.18 U'
R 3200 00 86.45 47.93 R=200.00 [S0o 8824 W] / i IRA
175'08'24" W
96.31 0=08'4354 188'52'17^ [S 4'51'36"E] 0=05'00'00" DATA
180'08'24" 11 DATA [So8'52'17"W] R=200.00 � DATA DATA H l
�^rsraLL CITY STD. [SOO'08'24"W] &=13'43'54"
4 UL3TRIAN RAMPS DATA INSTALL NEW STOP 8r
(T�) DATA, DATA STREET SIGNS O. 09
CFO C.O.B. STD. DWG. N O B10-iay
.o` h e / 6 9 a§ s
JO ��RG�`06ti�y6'51y\o� ��P066 SOUTH 22ND AVENUE ^q�.yory�� �xo��oryo^ ��G�_Q1jC/ / 10' Utility- «
Easement (Types-- --
SANITARY SEWER MAIN C ' 'f_�- _�
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- �AT� DITCH —' _�-� ' _
1.640% `--- -------- '� '— __ ----- ----- ------- - --__ --
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O� Q Q Q ~ROPOSE GRADE - - �� --_-- _� _70 viz
G
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f,— ------------_ - .-- ------ - -- - ----- -- - _
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0 3+00 4+00 5+00 6+00 7+00 0) 00 �' -4 3 3N �' 3= w
0+00 1+00 11 2+00 w m (�� o e N ��
100-WRnCAL CURVE m ""fie N N d(O (n (V \ N d� N
,S PN STA-2+00 'n II
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2 ,CENTERLINE STREET PLAN AND PROFILE PJy \\
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e
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SANITARY SEWER MAIN C SOUTH 22ND AVENUE
0+00 i+00 m � 2+00 W 3+00 4+00 5+00 6+00 1+00 4900
co n TOO'VERnCAL CURVF (2 e0
PK STA-2+00 + J
+ w PW ELEW875f N W
ELEV 87.7f / O
3 TOP OF RIGHT CURB PROFILE
ABS SCALE: (1'=50'-0"HORIZONTAL)(i"=5'-0" VERTICAL) ?PO ---- 'Iw � rT,
yr 5 o rN,l
E I>
IV� PROPOSED ADE
4890 IS o I�o <I�J �I"+o 8" WATER MAIN
SOUTH 22ND AVENUE ryry 6� 6 oeo-��ryti of a --.V a N N M cRosswc a" MIN
lo Id m Ib \ J
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EXISTING GRADE Iu - - ---- --- HYDRRANT LEAD
'/SDR-35 PVC 55®1.571% 38 L.F. 0558®Sp 40%5
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RG - 280 W I V w v
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1.103% In
0.7�39. .-
10 cn M N N Drawing Date: f0/19/0f
(86.00) �-.__ �,_ 000 co w oo000 0000mm rn m m m a,
---- U oo oo 00 oo ao 00 o0 o0 o0 N o0 oo of oo
8 0+00 1+00 m'� 2+00 w ^ r
op 3+00 4+00 5+00 6+00 7+00
Loo f00'VERTICAL CURVE O eD
PN STA-2+00 + �I PN ELEV-87.51 0+00 +00 2+00 3+00 4+00 5+00 6+00
W
+ N w
ELEV-87.71
g TOP OF LEFT
ZD CURB PROFILE E CAB; SANITARY D SEWER) (MAIN EXTENSION PLAN & PROFILE A B 5
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MARK A.
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o No. 9518ES -
21
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955 v
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WA
4870 Draunng Date: 10/f9/01
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WATER MAIN EXTENSION PLAN_& PROFILE AS p
ABB SCALE: (1'=50•-O"HORIZONTAL) (1' v'- AL) lOn9�10035 ---_-_-
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MARK A.
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No. 9518ES
0
60' WIDE DRAAAb AND f' Sheet 7 o 13
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TREIJCH BACKrur OF NON-SHRwK 0 PROVIDE J" THICK , 4' WIDE x B'LONG INSULA7ION 1; � NEW 8" SS VAIN
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WArrk AN, sIAIP 8'C900, ORr4 4" SS SERVICE
SE15rR CROSSING CROSSING O Drawing Date: 10119101
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WATER MAIN EXTENSION PLAN & PROFILE AS OONSTRU M
AB7 SCALE: (1"=50'-O" HORIZONTAL)(1"=5'-0" VERTICAL) 10/19/01
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r" 5 ACCESS ROAD PLAN PROFILE
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I10001 1'THICK x I WE kk
ti AIO'81 VW RA o c N';q� �!� GRADE
880 !hry h!h PROPOSED Z I <"SS SERNCF CROSSING
4890 ----- �.
I� oiy� .,rNh `•'iN __- _---_ i"SS SERI ICENG '
b
R'SS MAIN CROSSING
-' F!fLEV= 46770E
Drawing Date: f0/f8/01
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WATER MAIN EXTENSION PLAN & PROFILE (-j�WATER MAIN EXTENSION PLAN & PROFILE
� ' �� /Yp1Lr��yr�q�``
AB8 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-O" VERTICAL) A88 SCALE: (1"=50'-O"HORIZONTAL) (1"=5'-0' VERTICAL) N IO U
#00035
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00 ,! �D7 �¢] I No. 951BE5
a �Q O �iQ _ I
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INSTALL 114 LF OF 22 1 2" 1/4
IT
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PRdVIDE CURB AND GUTTER, Proposed Common 1" W.S. Q
5.5' SOUL YARD AND 5' SIDEWALKAccess Point 1 1
\ — —
ON NORTH SIDE OF KAGY ONLY
0 0 i ' o W
INSTALL�104 LF OF 18" RCP �v i
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INSTALL 68 LF OF 22 1/2x36 1/4" RCP ARCH CULVERT \ �X
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-- EX PROPOSED GRADE -----
----------
II 4900
EXISTING --
GRADE -- -- ----------------- -- r l
_ _ ___ __ __-_ EXlSI7NG 24"DIP
_- - ---------------- I STUB AND CAP
EXISTING 24"DIP
NEW 24 x75'CSR ARCH CULVERT y j" "-�
4 FOR RELOCATED DITCH "lilk� 8'55 CROSSING
E FL=94.52 i`�iJ o FL-937V
-- = 1272 LF OF 8'CLASS 51 DIP WATER MAIN ^" m
�5J
PROVIDE 3" THICK x 4' WDE x 8'LONG INSULARON - �!� 4890
OVER WATER MAIN AT CULVERT LOCA77ON
8-SS MAIN CROSSING I
FL ELEV-8736
0
7 4880
0 0 0 0 r` r` o x% o rn cq � o Drawing Date: 10119101
co ao ao Ib r` r\ «j cc; r` - 00 r r� r� oo
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0
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g (-, WATER MAIN EXTENSION PLAN & PROFILE AB9
`--
i$ �'-0"HORIZONTAL) 1� '�• 0" VERTICAL)
0003E
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1e6460' WIDE DRAINAGE AND' = STORM WA ER DETENTION POND - NOTE:
D1TC<H MAINTENANCE EASEMENT�i H 1 WITH OUT1E $TRUCTURE SOUTH 19TH ROAD
T1 INSTALL TYPE 1 IMPROVEMENTS ARE NOT
Q SEE DETAIL 5 ON SHEET C12 STREET MONUMENT(TYT- APART OF THIS PROJECT
\ p INSTALL CIT� STANDARD STORM PROVIDE CURB AND GUTTER, AS PER CITY STD. wCHANDLERMARK
INSTALL 32 ELF OF 12"RCP PIPE ®I 0.5 DRAIN IKET PIER C.O.B. STD. DWG. 02529-3
I 5.5' BOULEVARD AND 5' SIDE VAEK 1 No 9518ES
1
Q I DWG. NO.;047�1-2 —SAWCUT AND REMOVE
ON BOTH SIDES OF REMINGTON WAY
INSTALL E'i EXISTING PAVEMENT
N f f STREET MGNU p-) w NSTAIt �S LF of POWER POLE TO BE RELOCATED
INSTALL GRAVEL CUL DE SAC AS PER CITY$rTDrr� w�Qj
SEE DETAIL 12 ON SHEET C12 DWG. 02529-3 '�1 oN I / 22 1/�"xI38:1/4" RCP ARCH CULVERT CONTACT MONTANA POWER CO. 111
INSTALL NEW 6' W9DE 00 REMOVE EXISTING FENCE 12'PUBLIC UTILITY EASEMENT(TYP.) Sheet f0 of 13
DOUBLE GUTTER(TYP. II
) 1
C.O.B. STD. DWG. NO. 02529-1 x NEW EXISTING A
INSTALL CITY STANDARD - _ ` ACCESS ACCESS 7�ti
DEAD END BARRICADE INSTALL 30'x30' DEAD
C.O.B. STD. DWG. RRNO. 09810-2 - --------
SIGN._ - - �___ - - 915
\ FC=R1.J51 -Im
-
�� Tb 9 }11/72/W
- T ^''Z' 3'12n0
50'CRt)J.Yj� i.'Vv.1r O O O O O
TRAN rkAn's iol + — — � #' 9 n z e , 5n/91
ess L �/� REMOVE EXISTING PAVEMENT P� I ti $
-� -- -,g F.-B1.9s -- -- --------
_ - - ..
1a n o1
!3
D=70x23x1.5 4$
INSTALL CONCRETE HEADER PONd=100x23x2' DEEP POND=100x30x2' DEEP T= 87.0 INSTALL NEW STOP & T'y
AT END OF PAVEMENT NOT = 86.0 , BOT = 86.3 STREET SIGNS(T1P.)
SEE
DETAIL 4 ON SHEET Cl C.O.B. STD:.DWG. N 0 810-?
IN5 12 DIA. UTILITY CULVERT 12 DIA. UTILITY CULVERT -
PEDSTRIAN RAMPS(TYP.i R
SALL CITY STANDARD
APO I ' 0600110 2-12" DIA. Ul LITY--�ILLVERTS ~ /OP1.� \J A.
01 P
Q- Q' Q
6A Sw�o�oF QSo°J0 o �e Q 0J� OIL
5\ "h` �': [� �,� p0 g0 r
DOE �� �pP� REMINGTON WAY z
eS
0
OOP 0, �Q -
d J P .- 4890
y�'TpS EXISTING GRADE ----------- --
i------- -- --- 0.8757
—0.5
20X _�-__-- _
-----__w___----- PROPOSED GRADE
V NEW 21 1/1•x36 11 x75'RCP CULVERT
4 FOR 61.7 RELOCATED5 D/TCN —
f FL�
ap VD au W O cV N O f� r•] O �j
00 00 -0 000 000 00 o^o .0 oo 00 000 oo DO 000 000 000 rn oo oc)
10+00 9+00 8+00 0 7+00 6+00 5+00 4+00 3+00 oPo 1+00 ��� 0+00
REMINGTON WAY ROAD PLAN & PROFILE PQ� �e a
P. hh 43
V, yh�` AB70 SCALE: (1"=50'-0'HORIZONTAL) (1"=5'-0" VERTICAL) 0�/�'Jcp*
�xhgPQ)"�
p ry o-
- o spry °' a pry1 REMINGTON WAY 9rT9Jv
Ax
4
4890 890
0.507%
V 0.7<X -0.5 —EXISTING GRADE -------_--_---'
�_ --------'_ - ----- O
- � PROPOSED GRADE
V NEW 22 1/1•06 2/I x75'RCP CULVERT Q
FOR R£LOCA IED DITCH
NEW 6kJ7'CONCR. 4 k FL-B7.75 G.r Y
DOUBLE GUTTER OJ O
FL-65.D7 IT211z 4880
4860 11+00 4 10+00 9+00 8+00 7+00 6+00 5+00 4+00 P 3+00 +�'2 +'
h "� 0 hh �5 2 TOP OF RIGHT CURB PROFILE �h ago U
^ O,'0�. 69� xr1, Q-�?`� AB70 SCALE: (1"=50'-O"HORIZONTAL) (1"=5'-O" VERTICAL)
REMINGTON WAYqj r
x - Q- O
0i ^x FP 6, V 1 01
4890
r 0.507X
PROPOSED GRADE Drawl Date: 10119101
v
Hgg 48
NEW 22 1/1•x36 11^75'RCP CULVERT
FOR RF� 0/TCM
NEW 6'xJ7'COVCR B73
DOUBLE CUTTER
8C FL-8
3+00 2+OU ABIO
11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00
(',-�TOP OF LEFT CURB PROFILE A4 ioirn�
A810 SCALE (1"=5C-0"HORIZONTAL) (1"=5'-O" VERTICAL) #00035
C7
PA ',SIDE of KAcr YELLOW NOOUTH 19TH ROAD IMPROVEMLNTS ARE _
�-� Z7i I NOT A PART OF THIS PROJECT
mwau ' 8 -1 -+ INSTALL 80 LF OF 24" RCP
oQ o INSTALL NEW STOP 01 \ 12"\DIA. UTILITY CULVERT
2V STREET SIGNS ((T1P.)) _ _ -. -- -- --,."-- O MAW( A
C.O.B. STD. DWG. NO, 0A810-t H`.; ! q E{L- CUT EXISTING CULVERT AND JOIN
x O cI 0 I W/ CITY STANDARD STORM SEWER CHANDLER
U._ s o) No. 9515ES
p ( POWER POL TO BE RELOCATED MANHOLE
AS PERNCOBASro D G09B50 � a �, - I I RIM = 44896.
CONTACT MONTANA POWER CO. 7T FL S = 4896.70 once.
0 8 { o m NSTALL TYPE f I I // FL N = 4896.60 tiD7 °
¢� ES 1 12' Utility Easement (Typ.) 0 0; STREET MONUMENT(TYP.
?gym Fxistin 90' Road And Utility Fasement 1 0 1 12" DIA. UTILITY CULVERT
q y INSTALL 30"K30"DEAD 1 1 c� AS PER CITY STD. II //,• REMOVE CONCRETE HEADGATE
cs -- - --- END SIGN _ - -- ° 02529-3- -_ �'
1�4-1)_ _ � �aze2 a QI I wr „ l/ Sheet 11 of f3
___- -- NSTALL 22 1/2'x36 1/4" 11 '
' g - DEGREE BEND AND 21' E)4EN`
I I I l - I III
- N } me r
X I r a�
INSTALL CONCRETE HEADER .31 Tc-7-`-
=13.4: - - - 'rR' II "+�c� AC--LVFRT
AT END OF PA bEMENT 1 GE OF PAVIN —� - II II iI
SEE DETAIL 4 ON SHEET C12 Kag y Boulevard
-----— cBB• �_
-- --- - ------- -�- -� II 44 - -
__ -__._______-__ _- _- w �50, rainsa Easemmtt MT D.G.- �� vaiR
PROVIDE CURB AND GUTTER, `' L L N N'-RESIDENTIAL DRIVEWAY _ ° 9
z GUY, per Film 125,Page 2044
5.5' BOULEVARD AND 5' SIDEWALK APPROACH�FOR ARTERIAL STREETS AS o o \a 1 rn
ON NORTH SIDE OF KAGY PER C.O.B. STD. DWG. NO. 02529-11A rn= a c m ONNECT TO EXISTING CULVERT 101 N c�'9` a
/ °Oo I �' 12 LF OF 22 1/2"x36 1/4" RCP $
INSTALL I104 LF OF 24" RCP A F r J
F` B. J H _
p� r RATT 24"-
INSTALL GRAVEL CUL DE SAC INSTALL 68 LF OF 22 1/2x36 1/4" RCP ARCH CULVERT _ °� oN 64 LF W AV RCP s'
I SOS N0. ''OOg INSTALL 208 LF OF 18" RCP Box Ili i� EDGE OF NEW PAVEMENT
SEE DETAIL 12 ON SHEET C12 �� P�G� J� OVERLAY BY CITY
'LSO P �G J�J'1 ��O pWl
C2Ge
6 P� 5�k O V-LI
QPS T�"P „oi1 �Q^1 0 xk
`1�� G��
O Opp QS� �'� 1x�1 1� /ry0� q°PLO 90 �", ryx/� °xry'`Q
k G 7 Jp /ryv°�k h°p`� .yx�F,�. '�2 Cw x
x° a' Q k ry P a� KAGY BOULEVARD °
Bo° 4905 �
r00'VERTICAL CURVE rya 5 F,J JFS'
PO STA-8+01 Y
PN ELEV=97.31 �O.r° R _--_ ^^wI
-----_ EXISTING ADE --"_
-_-_—_ -'-
_________________________ NEW 14'RCP CULVERT NEW/8'RCP CULVERT
-------------------
NEW 22 1127x36 114-x68-RCP ARCH
CULVERT FpQ 2=1 T93.07 LOCATED CREEK 4895
¢F
C. O O O O O OR M n O 00
00 00 00 oo co oo r i r- co - r; m r� - r- ao
01 M m m m 1T ml M M M M M O� a, M Q1 In
W 00 00 00 00 00 00 00 00 00 00 00 00 00 «i � 00 00 00
114-00 10+00 9+00 /P 8+00 7+00 6+0(� 5+00 4+00 3+00 2+00 1+00 0+00 C)KAGY BOULEVARD ROAD PLAN & PROFILE
-P-0S'A�/,'�/ J
F��`,;' O�Jvtiry (3�^� ox°��Po9 O�JOa- A
..7r°hj1O , �'\t°yJQ0�j`l' �F� O%C?
� y 7i9
A ♦ , p p,. G 0 .0b J�� Oxry��°O�P V1
KAGY BOULEVARD °x
tx 4905 A� C)
F}'�J f 100 VERTICAL CUR£ NOTE PAINT CURB ON NORTH 9DE OF KAGY YELLOW
ZN STA-8+01 -
V1 ELEV-9 B7 --- ---_
0x�k� 0.809. __
---""-
0.509. _n 50� _ __ -"-
-- - -- - EXISTING C ADE _1 00� PROPOSE
e_ NEW T RCP CULVERT
��__________ ______/ VEW 24'RCP CULVERT
NEW 22 112"x36 114"r68'RCP ARCH
CULVERT FOR a-ma RELOCA 07TED CREEK - O O
4 F 4895
r uW
nn 10+00 9+00 8+00 7+00 6+00 +00 4+00 3+00 63 1+00 t 0+00
1A 2 TOP OF RIGHT CURB PROFILE x6 �J��O°��^� ���o ,' �O`'��°���tiO P��,p� ''^^ �•/
1ry� 0h p��4.J
���� KAGY BOULEVARD ��� _ r1k, 4905
r xh �p
0;PS 100'VERTICAL CUR ------- _---
Q PVI STA=B+Of 0,$O%
w PN ELEV-9749 _ _ Drawing Date: 1 ol19lo f
g - - - - 0.50- vROPOSFP GRAD.
— ---- -- �------�-" NEW 18'RCP CULVERT
NEW 24"RCP CULVERT
7
NE w'12 1/2"A36 114'x68'RCP ARCM
Lj CULVERT F RELOCATED CREEK
"=9 s 07 4895
0 10+00 9+00 8+00 p7+00 6+00 3+00 2100 1+00 0+00 AB11
ATOP OF LEFT CURB PROFILE AS CONMFC
Q AB11 SCALE: (1"=5a'-0"HORIZONTAL)(1'=S-C ,9 10n9/01
g
0 �
c
-KAGY BLVD ISTA 1+03 TO STA 2+831 10 �'�
EAT:. ALL STREETS EXCEPT KAGY BLVD EASEMENT EASFI!- -M
INLET CASTING '
LINE L N; � NEENAH R-3067 MATCH EXIST STREET SURF CE
_ 10 J0 - 45• + 45' OR IFCO 515-7 - CHANDLER J -
5.5' 18.5 __ _ 18.5 5 5' 5 5' 23.'' .6' t0 No 9518ES' 1. 1. 5' 4' 1 It.3' t1.8' Ii 5. ' ' -G E U 1 4' 35G SLOPE 31L SLOPE 1 4•/TT �tPOE K4R 1 4• T' 3%SLOPE 3. OPE �GR'"�ES FLAT ::I'
y4 2 S VP 2 S NP 1 U G'tV;=.w nh
IDEWALK SIDEWALK
51 WALK
6
3•ASPHALT CONCRETE 24" SQUARE-- ► Z
6•PL MIX BITUMINOUS OPENING V
SURFACE COURSE SURFACING(2 LIFTS)
3"OF 1 1/2•MINUS Sheet 12 O 13
�
GRAVEL BASE COURSE 18•CRUSHED BASE COURSE
6.OF 1 1/2"MINUS UNDER CURB AND GUTTER 1 CONCRETE HEADER DETAIL
GRAVEL BASE COURSE _
chi OVER 9"PIT RUN A s/15/00
0 o AB12 SCALE: NTS yU a r 7/10/W
a COMPACTED SUBGRADE- 36" R.C.P. - 9/15/00
COMPACTED SUBGRADE - - ASTM C-76 'J 11/12No
tt
iJ CLASS 2 PROPOSED GRADE ,�
e F 2n/ot
a W GRAVEL SEWER ACCESS ROAD y14M1
i KAGY BLVD(STA 7+65 TO STA 12+05) NOTE& z 'Z' " a a sn/ot
EASEMENT INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC. 02528 o +r(� .9' ,,6/22/01
LINE AND C.O.B. STO. DWG. #02528-1. & 0/16ro 9 5n1/
Q + SIDEWALK AS PER C.O.B.STD.DWG.#02529-10 AND N02529. E b _ o �'�
3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC. 02223.
(TOPSOILING&SEEDING ON CUT&FILL AREAS ON E'K4pE 21E SLOPE 1 2X SLOPE USWE � w� � 3�
1'»{-}. -} t 5' PROPERTY SIDE RI SIDEWALK) P4/PS
4O 1 4' 7 39.SLOPE 4 GEOTE%TILE FABRIC WILL BE USED DEPENDING ON SITE
3
CONDITIONS AS REQUIRED BY ENGINEER. y:.:.j,•'' i; ''i 6" MIN
D W LK (LIGHTWEIGHT NON WOVEN 3• V 1 1/2•MINUS 4
S GEOTE%TILE FABRIC CONTECH C-45) GRAVEL BASE COARSE BLOCK OUT FOR
6"PL.MI%BITUMINOUS 9.OF 8"PIT RUN INLET PIPE
r SURFACING(2 LIFTS) GRAVEL BASE COARSE (12" RCP PIPE O 0.5%) 8"OR 10"IS LINE
18'CRUSHED BASE COURSE
COMPACTED SUBGRADE J~i
8'Lx4'Wx3"THICK RIGID INSULATION
TYPICAL STREET SECTIONS VER SEWER MAIN AND
BEDDED CENTERE IN SAND (STYROFOAM BRAND)
m COMPACTED SUBGRADE A812 SCALE: NTS FL=5[.Ef[
a T 6 TYR INSULATION OVER SS MAIN DETAIL
z 1 C2 SCALE: NTS (USE WERE SS MAIN HAS LESS THAN 4 FEET OF COVER)
[~
9" SUMP w
ALL SWALES TO BE SLOPED AT 1% TO PONDS (/]
UNLESS NOTED OTHERWISE ON PLAN
2'-0" F W DEPTH -
TOP 4" OF BACKFILL
TO BE TOPSOIL 9 1 2" 6" PRECAST BASE
PROVIDE 6" COMPACTED w
1 44" O.G. TOPSOIL TO FLOW DEPTH � A
DEPRESS CURB TO THIS LINE FOR (�
a CURB DROP. TRANSITION LENGTH AB12 36� STANDARD STORM DRAIN
19NL ET SWALE TO DETENTION POND /(3: 12" WIDE BOTTOM x 12" DEEP
"> A• BETWEEN NORMAL k DROP CURB
SECTIONS SHALL BE 5-0"
�--- -- SLOPES
-- �SWALE CROSS SECTION DETAIL
A812 SCALE: NTS
- IFOC A 714 OVERFOW GRATE SLOT WIDTH = 4.75"
0.20'BELOW BERM ELEVATION
z
TO 4 C BERM NO O
- � P PONC ELEV=5 iTE v�
FABRICATED STEEL SEE SHEET C1 FOR INDIVIDUAL POND BOTTOM ELEVATION
-- 8"INLET GRATE
l.I EXISTING CURB REMOVE 3^ _ ,-,/2" MINUS CRUSHED GRAVEL POND EXISTING GRADE EXISTING GRADE
CURB AS SHOWN WITH F OUTLET PIPE _ - -- -.L 4:1
1 1/2" LIP FOR DRIVEWAYS 9" - 6" MINUS BASE GRAVEL o F, INSTALL SOD OR SEED AS PER
� N 87-7!; SECTION 02910 OF MPWSS 1
2 CURB AND GUTTER DETAIL f. �( BOT POND ELEV=82.30 -PROVIDE
AP ATCAL` 8 TYPICAL DETENTION POND DETAIL
_
AB12 NTS CITY OF BOZEMAN STANDARD DRAWING N0. 2528-1 /'Nq.Y F- � � 4"THICK PRECAST CONCRETE AB12 SCALE: NTS fTl �.,I
S<ppE, AVAt'
36'DIA. Fj
1J )DITCH CROSS SECTION 44"DIA. FRAME 1, COVER TO BE CAIRD NO. 52441, �rCLO-LI
MCI 305 FRAME, 305 A COVER, OR �1
A812 NTS / 5 OUTLET DETAIL IFGG 772 FRAME' PICK H 772-8 fi!
I L (COVERS SHALL HAVE 1" PICK HOLES)
Ega. � wm OR IX('4»1 F60T AB12 SCALE: NTS c2
Ie 131/2' zz" 1 1 J 21/I' 15 % CHANNELS VARY CENTER OF O
24 Is' 28 I/1' 2a "12. 320 X MANHOL'
30 22 1/2- N 1/. 1.4 4' 455 m m m
NNn C)a SLOE 1" DOT
12 JI 5/le" Y 1/e' e.e .t/2' JOS G B O
0051XIMO110N NOTE! u !6" 59 1/2' 11.4 5' so
1.CONTRACTOR TO CONSTRUCT DITCH IN ACCORDANCE 5. W` 65' It f 1/2' 1095 ATE DESIGN EWV' 'M]OIT MSE S IM (st�» T A B 0 F F ¢
WITH THE DETAIL SHOWN ON THIS SHEET. 60 .5" It; 1J.J 6' IJ45 __ ALIERSI�_- lm
MINIMUM DEPTN SHALL BE 2 FEET to �090 �]1/2' 22' „ 1 21 15 12 76
MINIMUM BOttOM WIDTH SHALL BE 15 FEET J2 5r' ee' I" T IaeO 1
MAXIM SIDE MOPE SHALL BE 4'1 & 62, i0.' Joe e" 2490 N +Tao te' IDt/2' ]10 11/: 9'./2' ]9 .0 J2 4a
% n Vz' �zz' s�J e' x1a O N J2W 22 1/2' M 1/C 3 J0 9 J/2' so b 96 eo 6 CHANNEL TO FULL
2.CONTRACTOR SHALL PROVIDE A MINIMUM OF 6"OF F ]6 .JlO 26 5/e' U]/4' J 10+ .112' 1'+/5' 60 ]6 96 12 _ PIPE DEPTH T l
COMPACTED TOPSOIL LINER WITH THE DITCH CROSS 105 eJ IN +M" 660 10' 4.00 .z 5m ]t 5/16' S+1/e' 3,01 .'Ir I5 1J/16' 60 x M Je o v
SECTION. THE TOPSOIL SHALL BE MIXED WITH 12[I %J/e' t5.` e1.e W S.00 .8 6JB0 ]fi' Se I/2' J 10 1 5' 21" fi0 36 96 8. SECTION A-A'
5X-716 BENTONIIE BY VOLUME BENTONITE SHAH
BE THOROUGHLY MIXED WITH TOPSOIL PRIOR TO '32 +Ofi 1/2 169]/." 991 lo' SS90 54 Jeeo .a' e5' !10 t 5 1/Y if 1/2' 6a J5 % 90 d STEPS O 16" O.C.
PLACEMENT. UNER SHALL EXTEND TO THE 1 FOOT 60 9520 45" J]' J T01 5' !f 6a !6 9a 96
-LOW DEPTH LINE AS SHOWN ON THE DETAIL,
J NTS
J2 +S5f0 N" M' 2101 31' 60 J9 99 120 r�
NATURAL GROUND e. 2WW ax' 102' x To 1 e' 21 I/2 a Ie 102 u V
COMPACTED BACKFlLL(TYPE A) ----------- F� NDIE - - -PRECAST REINFORCED CONCRETE MANHOLE RISER
6•MIN.BEDDING(TYPE 1) ,V$ PLAN WM • TIE HOLES ARE CAST IN SECTION AS REO•D FOR TYING AND ECCENTRIC CONE TOP MANUFACTURED IN
FLARED END SECTION TO ADJACENT SECTIONS. ACCORDANCE WITH ASTM DESIGNATION C-478
NOTE:
r ` X w ALL JOINTS BETWEEN MANHOLE SECTIONS,
.-..... .. . . ..:::::)
Y a
1s MANHOLE RING AND TOP SECTION, AND AROUND
120' 3" OF 1 1/2" MINUS BASE COURSE > M'1z - -;r SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT
A "3 Drawing Date: 10/19/01
v,
c - PRECAST OR POURED-IN-PLACE BASE.
OF 6" MINUS P17RUN
_ _ POURED, MIN. 8" THICK BELOW PIPE
LA1'IND LENGTH COMPACTED SUBGRADE A' f PRECAST, MIN. 6" THICK BELOW PIPE
1" GROOVE
VE END ON INSET lJlp K11' _ `1'-4" LIN AB12
6 4•MIN.BEDDING 551AN GROOVE END ON OUTLET
L6M0Remm�Pm 7RAWS6QW�R6W LGNW140MAL DON L EXTEND SLAB TO SUPPORT ELBOW OF DROP INLET
a ,2 CUL DE SAC TYPICAL SECTION
= 9 CONCRETE ARCH PIPE - 10 FLARED END SECTIONS � „ SANITARY SEWER MANHOLE ry�1�,�E�ppTTT��p�
AB72 A812 SCALE: 1"=1'-0" A612 SCALE: NTS AB12 NTS CITY OF BOZEMAN STANDARD DRAWING NO. 02722-1 JAS
l.A/1Vlnlll.l�/
SCALE: i"=1'-0"
00035
s
C'7
W line of NE 1/4, Sec. 13
=N00'19'47"E
MAR( A.
SOUTH 19TH AVENUE CHANDLER sE
=N00'31'39"E -
III INSTALL 80 LF OF 24" RCP ���
f z N R
Li h 1CID
CUT EXISTING CULVERT AND JOIN WITH wa�� N Sheet 13 of 13
CITY STANDARD STORM SEWER MANHOLE
CO
RIM = 4901.80 Qo
ID6. FL S = 4896.70 CD
FL N = 4896.60 0
Z1221.
1I j xREMOVE CONCRETE HEADGATE Xzj
�L' 0-
aP eo=INSTALL 22 1/2"x36 1/4", 11.25 DEGREE
BENDEXTENSION
` zs//z2/iEEaTT AND 21 EXTENS ON Jae :is?%
macro
- - - -
" ------- ---- - �H a� -r
----
- I.OB � s
r o- k ob - t- s
O O- . 4
- MATCH EXISTING DITCH 65 �-
ELEV=48985 REMOVE EXISTING CSP CULVERT
' - lwJ'/ -DITCH �-
- AND REPLACE W/13.5" x 22" RCP CULVERT N z s
I-HVN. 30'x50'Drainage Easement to MT D.O.T. GA r1+ONF.
y. HCK per Film 125,Page 2044
RELOCATE EXISTING DITCH W
J No
CONNECT TO EXISTING CULVERT W/
12 LF OF 22 1/2"x36 1/4" RCP
RELOCATE EXISTING 15" CSP CULVERT
FL E=4897.46 �
1 MILL EXISTING PAVEMENT FL W=4897.29 wo p�4
TAPERING TO A DEPTH OF 3�
APPROXIMATELY 2" PRIOR EXISTING 12" DIP CLASS 51 �z
TO PAVEMENT OVERLAY
WATER MAIN EXISTING GARFIELD mw
64 LF OF 24" RCP STREET NOTE: REGRADED+
EXISTING 6"THICK
DITCH A REQUIRED
RIGID INSULATION FOR DRAINAGE.
s�
O. �C 41+ BO I (SB.B _____-__IGIN D ULVER(
' 5.41 9
Qi
O:\bO� 55r E%ISTING DITCH GRADE 555.2
KAGY BOULEVARD 501
-' --- ) Q, y
__ _
BEND
INSTALL 6•THICK E%ISTING 6"W MAIN
RIGID INSULATION
41 F OF ^lF 1/2"x22-RCP CULVERT
65'
- 0.63fi 0.2XI O.1X VJ O
EXISTING NO PROPOSED GRADE 4 GARFIELD STREET CULVERT CROSSING PLAN AND PROFILE �1
�900 24"RCP 22 1/2"a36 1/4"ARCH CULVERT A813
SCALE: 1' = 10'
cN o ao
CV
aA
0+00 1+00 2+00 3t00 4+0( 5+00
KAGY BOULVARD ROAD PLAN & PROFILE w T�
A813 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) STis.a.�� VJ
IMTCR ExISTDei O
1 1 TR I,ANeS6Ig Tab 1I '
MATCH EKISTING II
END cues TURN N
� o
T. II
LSS E1T�A 9T.6J391.3)'RT, II
ELTEV1 1D BY 59D1' T. I FL ELEV L1900.T1
IF VA K M W
�A�K yAL TA 1: 1 59GV RI ■ N
STA t3�>SSSK 39.01yyy t• 2.T _aF VN.N 1 PT c ■� -
ELEV.=4901.T.� \ 13.T%59.EI'Ri ac".N,ipi w T-
li VALK \ ..01' G ELEV.-4901.90 SIT1Gn ' O
KAGY BLYD EAST ISTA 0+88 TO STA 2+40) c[b �o1 714x4 � '" +62o r o Klaao'LT. I a41aA "ICUST.I
EASEMENT
LINE _IFIE -- 6.n 6.
J 6A b1
L - 45' 45 9.49' ND CURB TUIM `•�~-• •••-C
END CURB TURN- TA.D-M,35.50'LT.
11,21C 1E 11,3' [3.T' 5 TD`'MUIH �, S A L.E233,35.0 EV 1901;4 a
2f.SLOPE FL E EV-{9oto6 - -
3 1 - TC ELEV 1901.5E T ' FL EL EN➢CUte TURN '�1"�
E
-M61]� 34.5E'RT.
MAX MAX _- _,j MAk MPX END CURB TUN C.ELEV-401
'TA 1 98,35A' T, FL ELEV={901.11
CAI
i T.C. 1.62' 501'eb3' ...�...�...�..�
6"PL.MIX BITUMINOUS -�_ FL.I1 V..ISoiA6 s.Et'.n' 461'
SURFACING(2 LIFTS) .E1' e.4
CJMF'ACi:ILL MATERIAL TO AT
LEAST 9 X OF OPTIMUM DENSITY % 18"CRUSHED BASE COURSE ITEK Is VAu EI' 6 ND TRANSITiw GIN TRANSITIM TRANSR>QI
IT 1-E2.9T 4{A'L 1.16' 41 STA 1.5983 2250'Ri. STA N39b3 22.50'IT ST 4Ke19,t(�y'RT.
6AWCUT E%ISTING PAVEMENT CNO 1EV rl.'6 WTTE ELEV•1901.'/4 Q� K IF VALK ELE V.•4901,y0 EL
•190133 ELEV:19EIAllI4Td EnST)
COMPACTED SUBGRADE STA 2.9 1 3193'LT' WCK a VALID 'U' ST.M36.11 14.0E'P.T.
O TC,ELEV-4400.28 TSV ELEV.-49n2S0
h STA.0-992e 44A T.
3•PL.MIX BITUMINOUS SURFACING Fi.ELEV-4999,1R ELEV.•41It 6¢3y.}g
z PAVED STREET SECTION KAGY BLVD(EAST) €TA N6599K59.E1'LtK16 26 39ID' EV%.9U236 RT. Na E
LLE
ELEV M9022S EELE-41NIPT4 I
r A813\1 SCALE: NTS icy' wV�o-4s 'LT' i T K1geF. S K5s,E1,nr. AC3ligT Acur TtE ANDOwff
FTSWE li v 1}Yawti719 Date: f0/19/O1
pp FL,ELEV. I {GIN CID TUR113.6�[ pNEW pP1AEV�EIENNTT.
1 K'E1*2".9671 J'Ri' RNPSIMIESiTp S&GUTT K 6
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Y NE NEV CURB 6 GUTTER
3 TRNIS TtppryN1 l £NDETP SIl1aN
STA 11.60.�196'LT
MpA,tiE9a 20,0'R
MAI N EXISTING T .fING
AB13
KAGY AND 19TH INTERSECTION PLAN AS OD1`61RiJCI�
A813 SCALE: (1"=50'-O" HORIZONTAL)(1"=5'-O" VERTICAL) 10/19 01
p'COSL
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ll SOUTH 19TH ROAD Cf
0 -H MAIN II NANI:L L LNI yi r � I�' ff , I II
_—\ ,' SEE DETAIL 5 bN SHEET C12 ,1I Id� I. IMPROVEMENTS ARE NOT
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STING 6' WiDE� x I I p I EXISTING 11. (STANDARD STORM I . APART OF THIS PROJECT
-—DOUBLE GUTTER(TYP.)-� ; lil, ..I :-. r A.
CO.B. STD. DWG. NO. 025251-,1 EXISTING 32 F OF 12" R PIPE 0.5 DRAIN IN4ET�PI=R C.O.B. STD. i -� �
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li
(1 T £XIS77N YP£(1 I
sneE£r MONu YPJ a I i I I I POWER POLE TO BE RELOCATED II I ExISnNr PAVEMrNT �
AS PER CITY ID. W J ' ' _
DEAD END WARNING SIGN \DWG. 02529- p I I I CONTACT MONTANA POWER CO. I 'I
NON RESIDENTIAL DRIVEWAY APPROACH �\ * I c i I I 12' PUBLIC UTILITY EASEMENT(TYP.) I _ (I Sheet 10 of 13
PER C.O.B. STD. DWG No. 02529-12 , I '
NEW EXISTING
INSTALL CITY STANDARD SIDEWALK T ,
Fcs I I I ACCESS ACCESS �= s•si,
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j - - A,OT= 86,0
BOT= 86.3 _
I %1_U T
£XI 17NG CITY 5 NDARD i 12" DIA. UTILITY CULVERT I I 12" DIA. TILITY C LVER- -
D TRlAN RAMP (rYP}i} -- - 1 0 \
T .� 2-12" DIA LIT ULVERTS
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-- - \ -�-.-_ u ---- ---I -- - - --. _
j 1
`v NEW 2 I/2'rR7�6f,I/'73'RCP CUL R7
NEW 241 x 65' RCP CULVERT W/FETS Fort E �S"g
4880 N' ooi 00 0 m 00 rn o 0 1` o ^I 4880
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� P �,REMINGTON WAY ROAD PLAN & PROFILE PQQP° P0Po0
O C1E �' t0,`♦4.eb AB10 SCALE: (1"=50'-O" HORIZONTAL)(1'=5'-O"VERTICAL) � 0A GJ O
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-� - 4890
0.50 EXISTING RAGE
+- 1.119X --- -- - '-
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y - pROpOSEj I GRADE
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a-85.0I Q O
4880
4880' ao�11+00 0 10+00 9+00 8+00 7+00 6+00 5+00 4+00 \�P 3+00 2+00 1+00 GJQo�° 0+00
xb °Q0�♦ h PO 0� J5 2 TOP OF RIGHT CURB PROFILE }�°�° �° a V
♦;OO J4� ♦♦X O4`�' 69ry �i ryba Q'P6b1 AB70 SCALE: (1"=50'-O" HORIZONTAL)(1"=5'-0" VERTICAL) 6`o OF��
9x y 0�G�2 0 IL
REMINGTON WAY
' 020y e PO .g I
4890 I _-^_ ----�� 4890
10.507X 0.50
�x V`2 _---__i EXIS7ING RADE
,RADE
�\ Drawing Date:12117104
- -- - - -- •v NEW 2 r/'r75'RCP C1A-�R v FOR R[LOC 67£D
1/25.35 DITCH
N£w 6'r3T CONCR. F
E CUTTER
FL-RS OI
4880 ABIO
11+00 10+00 9+00 8+00 7+
4880 -
00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
TOP OF LEFT CURB PROFILE
LEFT CURB PROFILE
AB70 SCALE: (1'=50'-O" HORIZONTAL)(1"=5'-O" VERTICAL) p00035
O 'I LOT 1 \ , �Ul-v&0
I NOTE: PA1 T CURB ON NORTH SIDE OF KAGY YELLOW I NOTE:
8 \ , SOUTH PAR ROAD IMPROVEMENTS ARE
4 9g � � I � NOT A PART OF THIS PROJECT
STALLED AL DRIVEWAY INSTALL N£W STOP`-I 12",,DIA. UTILITY T 6 81 1 I I INSTALL 80 LF OF 24" RCP y
y�0 PER C.O.B. STD. DWG. 0. STREET SIGNS(T1P.) I -
�Q2 C.O.B. STD. DWG. NO. 09810-1 {pl 1 ��, ' ' ( E-{,L__ XI----------X----- -'- - I I CUT EXISTING CULVERT AND JOIN rN-
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TY
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tim b �- - -- - --1` --A3 X- --STD OWG 09810 1 - -- X- - 5I INTACT MON ANA POWER CO. eox dr ML S IOLE 4896.70 DARD STORM SEWERCHANDLER
Up � ((�}} No.
Existing 90' Road And Utility Easement ARKIN SIGNS 5 TYP. a PO R POL TO BE R£LO�ATE� I RIM = 4901.80
(D Q¢� INSTALLED 5'BIKE LANE MARKINGS _I_ rn m IIIINSTALL TYPE 100 / FL N = 4896.60yp� REQUIREMENTS . I 12' U y Easem t (Typ.) QU IISTREET MONUMENT TYP.; o I DIA. UTILITY ULt/ERT (( _o INSTAL 30'x30'DEAD I I o AS PER Cirr STIR. JI I /P REMOVE CONCRETE HEADGATE
a-<I DWG. 02529-3 "� Sheet 11 0 13
• Ir -- — ---- -- --- --- —
--—— ___--__ __ STALL 22 1/2"x36 1 4" 11.2`5 f
--- --- - ---T---- /
)NC DEGREE BEN AND 21/EXTENSION
-- -_ - - -- -_ -- Ir7 9 L— _
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fr�{�l 'h I �l p I I gg S Y/15/00
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OF 24"RCP CULVERT I 4:1 GE OF PAVIN - �r - M III TER �RT N W 8 0 5%ii oll
i
Kagy Bouteva I I -
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— ---- _
---- --
M 30'z5V Droinoge Eaxment t MT D.O.T. ^V
PROVIDE CURB AND GUTTER, r INSTALL N N� I RESIDENTIAL DRIVEWAY ° IPK Flm 125,Poge 2044 �s
w 5.5' BOULEVARD AND 5' SIDEWALK / APPROACH FOR ARTERIAL STREETS AS
ON NORTH SIDE OF KAGY PER C.O.B.I STD. DWG. N0. 02529-11 A r rn� 1 �oa0 ONNECT TO EXISTING CULVERT W, d
= INSTALL 104 LF OF 24" RC 12 LF OF 22 1/2"x36 1/4" RCP
/ I C) 1 II ( nil J s7
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INSTALL 68 LF OF 22 1/2x36 1/4" RCP ARCH CULVERT GJ` TRACT 1 I ON H a 64 LF OF 24" RCP
I / l(--)j of COS NO. 2008 INrSTALL 208 LF OF 18" RCP BOX Doll EDGE OF NEW PAVEMENT
OVERLAY BY CITY
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ry �`a°j• �� �yOGPy�.yO o `� S� KAGY BOULEVARD
100'vERYCAL CURVE 4905 �
N5TRUCTE At w97.51
I 2006 Q� OS -
PROPO GRADE _ - ' j
NEW EXISTING G AD£ __ ---- - i RCP CULVERT NEW 18': O
- __-___ �1/?kJ6/ 4 i�68'RCP RCN -- —____�_ __________ _________ ___ -__ � Fil
24'x60'RCP ---- ---_- _� --- NEW 24 RCP CULVERT
1E7PT Fora E9 07
O O O OCA TED CREEK 4895
O O O O O O 00 I� r 4 1� O a0 O O> 00 c0 O
a0 oo 00 00 00 00 00 00 00 n r «j UD r` - n n o0
rn o, rn rn m o, rn rn CM rn rn rn m rn rn rn m rn am rn
00 OD 00 co co 00 co Go a a co v 00
12+00 11+00 10+00 9+00 a°Pt` 8+00 y 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 O
TO STATAGY TIION 12+71 5AD MWERE CONSTRUCTED ENTS SHOWN FROM STATION
2006 AS A5 yryry 1x00�PO\�ryk , KAGY BOULEVARD ROAD PLAN & PROFILE ~
PART OF THE LOT 1 IMPROVEMENTS.
AB11 SCALE: (1'=50'-0'HORIZONTAL)(1"=5'-O' VERTICAL) 6
o P h \J h N
J x' G 0 0,°
C� P?° St` �J°''Va ro9 �?y�ID' ,h� 7i� 0�' 4�°J�� �O• Q-Q'O'`' 4. P�
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KAGY BOLL VAR °4905 Ffj~
too,t4� _ or 4` NOTE.- PAAVT CURB ON NCq7H SVE OF K GY YELLOW O
W e7
N 2006� xh�4`� 0.80X ---- - ----
-0.50f[ FAiJ.I
' - O.SOx £XIS DNG G AD PROPO _____—--- --------------
--1—________ — 1.00.S -- RCP CULVERT
21,60'RCP - ��- NEW IB'
_ _ � ___ ____ ______/ NEW 24'RCP CULVERT
NE 22 1/2'x36 1 4'r68'RCPAA W
L VERT F OCATED CREEA 4895
O O
rW �
_ V
12+00 � 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 °J 1+00 5 0+00 10
6 15,
°QPP°�� Q,��� a��� 2 TOP OF RIGHT CURB PROFILE 6� J�OOO"9�0 �x°xo;g°\�
ryx O J Gii A*e O x^ a 9 xry
�p #O o°j k h ��, A811 SCALE: (1'=50'-0' HORIZONTAL)(1'=5'-0' VERTICAL) ��a ?° �C1`J9 O .�9 x°O
�x6S�G- KAGY BOULEVARD 4905
s
6 I11'VER L CUR
N TRUCTE QP P14 5 -e+ot _p,80%
I 2006 PW E -9749 -
Drawing Date: 2111109
0.501C PROPOSEGRADE -----"--- - ` O
- -------- -- ------- ------- ------- ------- -- - _- V
_______ __________ _________ NEW 18' LULVE7PT
tNiW24'x60'RCP __ ---
_________ ______� ----- NEW 74'RCP CULVERT
NE 22 1,T x36 1 4 x68'RCP AB11
L VERT F OCATED 4895
FTC J
12+00 11+00 10+00 9+00 8+00 7+00 6400 5+00 4+00 3+00 2+00 1+00 0+00
TOP OF LEFT CURB PROFILE AS COWRM7ED
AB71 SCALE: (1"=50'-0'HORIZONTAL) (1'=5'-0"VERTICAL) 7/25/07
00035