HomeMy WebLinkAboutSID 647 - Highland Boulevard HIGHLAND BOULEVARD
EAST MAIN STREET TO HOLLY DRIVE
CITY OF BOZEMAN , MONTANA
S.I.D. 647
1 —
BEGIN PROJECT
TO CITY CENTER E • j
Es S7A.l t 00
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CEYETERY
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VICINITY MAP
MILLCREsr
EVENT
HONE SHEET INDEX
- SHEET No. SITE LOCATION - VICINITY
SHEET No.2 to 5 STREET PLAN / PROFILE
SHEET No INTERSECTION DETAILS
END PROJECT SHEET No 7 INTERSECTION DETAIL AND TYPICAL ROAD SECTIONS
SHEET No STORM DRAINAGE PLANS AND DETAIL
STA.60 1 000 SHEET No.9 SANITARY SEWER PLAN / PROFILE
SHEET No.10 PAINT STRIPING DETAILS
_ SHEET No.11 STORM DRAINAGE DETAILS .AND CURB and GUTTER DETAIL
PROJECT TB14
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HR-2 Highland Boulevard Sta. 8+50, 35' Lt, of R/W Centerline, _
Spike with YPC in Fast Face of Power Pole.
Elevation 4814.53
B-6 Highland Boulevard Sta. 24+30, 70' Rt. of R/W Centerline,
Rebar with YPC. Elevation 4867.49
B-7 Highland Boulevard Sta. 31+75, 320' Rt. of R/W Centerline,
2" Pipe with Brass Cap on Hospital Baseline.
Elevation 4899.30
l'-1 Highland Boulevard Sta. 41+55, 440' Rt. of R/W Centerline,
2" Pipe with Brass Cap on Hospital Rasel ine.
Elevation 4907,48
BB=B Highland Boulevard Sta. 34+00, 380' Lt. of R/W Centerline, II
Rebar with YPC. Elevation 4908.21
-HR3 N.E. Quad Holly Street and Highland Boulevard, Powerpole -
with Spike and YPC in West Face. Elevation 4987.88
J
SORENSON & COMPANY RECORO OR14W11VG
P. O. BOX 3418
MISSOULA , MONTANA 59806
PROJ:84-06-01
FILE:J-31
SHEET I of/2 SHEETS
G EGEND Ex!sT/N6 n/oara
E-4 = POWER ROLE W16UV W/RE AP— = gER! e R7WER LJNE(5)
?l E-" = BUV POLE W/OUy WIRE —46— = gER!AC 6vy UNE(S) \\v
P"C = F/RE NyDRNNT ---CE--- = BUR(EO ELECTR/CgL 0186E(5) 5 1<�w CURVE DATIJ \�
0 50 /00 27°0530"
0• - WgTER SNUr-OFF✓gLVE ---ar - =BORIED TELEPHONE GgBLE(S� _ R=680.50, \a
1-0 _ TELEPHONE CLOSURE ---ery - =BURIED TELEV/SION 4gBLE(5� L 3P5-55, \\�
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IO = STORM @PAANg6E MAn/FIOLE- WnrM• GRAVEL 509EW4LK
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SEE 5NEE7 6 —� 1 >4C' t.y ® =5770" ORA/n/gGE MANHOLE
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4835
4830 4830
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CompanyAML POJECT' 84-06-0/
/fQQ Zf�O.. 3f 0o_.. - 4tQ0 Sorenson & FILE N ✓-3/
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P.O.Box 3 T CMrlo 7Murphy DATE+ FEBRUARV, 1995
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CURVE EQ1),4r10A1
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.a �r.vercr PROJECT 64-06-0/
/*W 2 3.,00 ¢ 5,00 6 Sorenson & Company SuRVEYED1 PR 31
DESIGN' BS
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FILE No J-3/
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S50ay��� k Iy Engineers ors-Planners DESIGN: 05
sCALE�/"=r0' O Y DRAFT: 565
P O�\ PO Box 3418 Ghorlo9 Murphy APPROVE- W66
Missoula,MT 59806 (406)728-4611 DATE FEBRUARy1285
SHEETS of_SHEETS
i
FFD ADAD Ff DERAL FISCAL SHEET TOTAI
DISi No. S7AiE Rp01 N0. YEAR Fo. SN([iS
1� T
ee�< -...- + h PAS I� - - ei rra.msa 2a•cr(,e/NaNn)
L EGE/VO EX(S7-1NG
MOTEL � _ - av /Ev PON/ER PoCE G/�BUy N/IRE —AV—= AERIAL POWER C/NEeS)
B�ac�%. ' _- 6 --�� I .11� _ ✓ _ - c+so v(/e+/uu)y 6V y POLE W-Y WIRE qo =AERIAL GUY CINE(S)
�m w �� - b/u E �Q - F/RE NYORANT -- eE - = BURIED ELECTRICAL CABLE(5)
�•.. Tr �/uv ecv es so R so /oa
4. WATER SNOT-OFF VACVE -- BN - -BURIED 7-E6EV/S/ON C466C(S)
�.K,n(� �` -- �; '� �� - ._ - --_ - --f�>Re�K�_���" J -9Q - +- �•yvr•. �J I/�-\ 10 - 7ELEOHONE CLOSURE __- WAT
-BT = = BURIED rELEPNONE CABLE(S)
`C A,� r a��q_ µ SLAGS:FEET ♦I/
2 N a¢c�fitc�'v 50 cIGHT POLE W = ER L/NE
arpb�1 /w,•v4J .f; - _ - W �/. — MH A-5'r ,. x—.- FENCE GAS c(NE
AA e � - ^ SD STR.erg zs'Rc(RrovuRo I INLET
95MN O - SAN/TARy SEWER INANNOLE ---SS - = 54N/TAR y SEWER L/NE
!� A - m •CT(MIeN�R CVO' I�� A EF—_ --
4 etc P / SrR >• pKt R ��8_ - - a `� MN,A-4� �--scope AREA FOR 35'Tb - EDGE OF PAVEMENT -SO-- = SM" L'2A/NA6E L/NE
I to -rr� •� / tEy -'I Nay VEO sM cWTi!(ff¢r R/fNtq) � ORA(N INTO wt.
50`y" ��' N16�� -•. -— _*" _ ,, .� f'OIA MAeai fC �✓/RED
e � FRR TMIs c rI u. LUT eAL•rs(OPE Rr 3:/ANP PROPOSED
Iyp' ,p, a•u Y $0 ���� S t J.' S 'r• /e'cr(c✓arlss) xru0 INra INLET FOR ss'.
P '?� 1 I m. Ecr'6 ✓ae Irirauc mNsrR✓cT BERM rn M.arrN IurO ®= STORM ORAlNAGE MANNOCE • = SRN(TARY SEWER MANNO[E
h r pt>•,('� rc,' / Q L xr/�r (G 1 itiv Ecry aeoa?� 1 04,r w To,of af2.i c ev fe/e E" 1= CURB INTAKE —5-= SgNITRRY SEWER L/.VE
Q 7�pP t? ` LcvJ s / (Ar - 1 /uv cam, �o W t\ I I ass u,myE MarE4/AL ca.upxrro ®_STORM DRAINAGE MANNOU- W CURB INTAKE
cs r by MK N 3�� 5Tr N6 C/A/
76
�sD'„�` Ino�P� ^rA 3 rs e�,p zT(N/oNowo) Ff Sfgf/0/J To 9E FR.r— RENs/r✓FA.Itw T ti 5 EO —S0 = STORM ORA(NAGE" E WNW-GRAVEL 5(DEWAL/C
�-� 1' I / 1 to Q LJ
R N F WA V L''Y'il r-� ► = FLARED EMO SECT(OAI
MAW-/ / 1 y.yi RIG
5EE DETAIL SMEET
(j) 11 E a A t_
rr 21 P2'R.(NRI/5f)_- Y
Q Q SO, /VOTES
MRNNOLE /. CONTRACTOR TO F/ELO VER(FV ALL 1)77L(7-/ES PRIOR TO EC X4VA770.t/.
11wv.ECEv sec'&r+ -
,r � /_ _a �-•., - I / I ',I 1 I VN 1°� � I� I Z. ALL 7lFNC,t//N6 ANO EXCAVA T(ON W/LG BE COMPACTED BACK TD 95% PROCTOR OE.t/S/Tr/
4A51-47-0 T-q13.
11
48/0
F C.00°
30 Fit ARE/!ARO✓ MRNNOLE A A/S
u s .„ w/ TP sOLnA "'Pe
KNW V
F RIMS WITm W:I ew5[O RPe 2•
90
ryvrcac) / a f
i
of ''ZCP& /
J
e
a e o 4800 /
e6 G.F.of 'RCP t L•F. of 26- LPG 0.57ZI /
N
Zl mN m
O R + p W
4795 o� o � sRNl,�ar sEwca/.ye ' + R 93 Q m
�y
zQ C 1AIC -
-- Z 3 4 Sr00 _ k
6 7 8 _ 9
AREA TO B B,4CKFILCEO TO 9GENO INTb
EX/ E 5T(NG OrKE ANO FORM BERM HT INLET
I J
STA Z7*qU p\sP� OETEv�%�G
Ol LV • � /5 __q P�
'f\S EK/STING ovcv A 1weO sN0 s
GRALE ARo✓NO y, /N�r 66 // TD 9E REMBVEb RN,GERLf w�l /N19F
ING (/T Di
Er TO MA/•V �NV ECEV 195/(b '` pY p y/
(01
41 1W '8 't1
lA -4 4�S52? 1L ffi'\(`/5)1 `- 'Ile,wa.y-ea ry
y _ .STA 26 r 45_-
O ref MISGO _rv, -_- - SS
c✓c✓fRI M BE
STEIE�/RlWA,O TV 0 vc/�®
sT i 60�
DI TCN DETAIL STA 59 25 7`a STA 62�-.50
pa rr NOTE: FROM STA 59+25 7-0 STA 58-T25 OITCF/ VARIES
/oa Al DEPTH FROM 2.5'TO 4' DEEP BUT REMAINS
stR Irrr�,ea!9 Q,(Etas) f ti� 1,�\4 NRER ro eE 6RAaEoI h n H n H M H M 15' FROM BACK OF CURB.
G.O.srA.o+DO � � � y �Q' rD OR/J/N INTO NCET SCRGE:FEET
a✓rur w�aiF aaF/r p voJ Bd8 � J ''
INv rry H_ I ".
I� 9TA 25t2'� µ N
ENO TAPER
i Ea"R[V FRAN OE'TSM/N PCWD
c FN/ Al
4860 s RFALE' ---------
O of 2R' LP - -
d SCALE:FEE F p P.F1O
/ \ o
j0`' LP e
f y4 R V
4855 / .RA
q0y Ex/srrwe
roe"L --^ SURFAL f�0 DRAM(///VG
24 i K cas G/uE
es P.e' �o�-• — -2zERrro�CE�,00YE
50 2a RL a - -
sr�/
�Erfa�/vac rr o{NI I I � I W
ai �"� _ �" HIGHLAND BOUGEI/ARO S.I.D. 647
as ^) a Iv ti,h
4845 o % i- � - - - C/TV OF BOZEMAN, MONTANA
v+ o u �W ti Q m Q STORM DRAINAGE PLANS AND OETR/L
ku
I.o e
JQ �!!�' PROJECT: 84-06-01
filhFILE No ✓-3!
\ Sorenson & Company SURVEYED PR
- h
�t00 / 3t00 4 En ineers-Surve ors-Planners DESIGN 85
9 y DRAFT 565
P O BoN 34i8 Chorbd Murphy APPROVE W4
ooueLE PLAN AND pRORIt DOTTED DATE FEBRUARy I9H5
-110 rNtA.Rrs Missoula,MT 59806 (4O8)728-461 i SHEET 8 of /2 SHEETS
/
Monnols R,g B cover Caird 52441
\ / _ / With "Pico Hole or
4P
/ -� �� Rmg B Cov ar mall11 be be adjustetl to
I / Crown 8 Grade of street.
EX/6T/A/6 MN
NOTE:
a/O7"E5 \ 3n / ( ` All j 1 bebn•n moon ol•sec�ons,
/. CJN7h'gC70,P TD P/ELo VER/ so o sp Ltn 'r. / u�L / a monnol• rnp B roD secr.n. B aro.nd
Fy ALL UT/L/TIES u, rf..r / _ / _ 2 o A
�, ( 0 se., dp• ,to monnae snow be
PR/OR 7D EXCAVATION. -
0. ALL WATER LA(/E CROSS/NG5 7U B6 EXPOSED ,' /- s Q /� A F \ =o rarergnr Jo mop motetal anon
SCgLE;FEET LL E\
!N I CA L�F / be
"Ram-NeY'or egvol to, PII
PR/OR TD EXCAVAT/OnL a6P.L4L/ LAP Q.�0/ Manhole 5r•o to�nrs e.c<or be,-". Se�.er P'De
3. ALL EXCAVATED AREAS A.2E 7D BE COMPACTED L'y / y / a.� fNeenon R-1981-I �s. 6 and Monnole Woll
BACK TD 96% PROCTOR DENS/T}/ AASFl 70 // ,- p �� Q"L °`Ep°ol) Pr.ast nrorced c eIe onnole
T 99. �.\/ Ate/ (•.lj i. M 1' -4s �/ ° .�: �j _ • ee0 a�<c.nrrc a�a`rDD mQ a•m;w.ea
rfnc ASTM des n ton C-478
MNrq_tr // + s'cl
EX/57/N6 LAMP//OcC 7V /�/ MN'4-5` /,..
CE RC00V6P AAIO MANAAXC - --
FSPNALf r ^ \\ 1 I
Q / \ 5' b by'OroD m1el use ra.
9 Drop Monnole
p1Q / <Tap\D �� \ sn.n-smD•I"D.r /, yt3„clr.tVaFA fool lordrd
S cIDIO -
M '�Y... i-,Concrete ErKasament
U TO RFACES 9E REs70,eE0 - '(� VY E'F� S 6 S•• cnann•I d•IaH
7O G12/6I1,AL CONO/T/oN �O �` /< ST - A
ASPNAL/ l "�\
EXACT 60C47/0N OF MN.'A qr/5 Ll�PENOEN �F Cm N fun olo of e
UPON THE LLYAT/ON OF THE /HEFT L/NE Fj� GREEN STEEL POST AT -
/lSPNgLT TO THE LIFT STAT/ON.PR/OR 7.O 4AIV /' END OF SERVICE Min' I• +J� L l'"A'- �'
'� \ EKCq VAT/ON ON 7NE SEWER Mq/N 771E - - Ir - -- �'i en
SHALL eE EXCAVATED PROPERTY 5'_4" dl. E r d Slab ro s+Dpo.r
gSPNq F i / gA10 EXPOSED FOR HOR(ZONTA(. gA10 I •Ibow of Drop Inlet
�\ 9pvgA!E-CUF PR'VIE i �. VARIES LINE
gs7Tvgtr / VERTICAL LOCAT/ON. 6,Pg0E ALLuST�EN7 A
f—MN',4-3' MAV BE �PEQU/ O. F_ - -_-- ------ N4 Bors-1'0'cc
to - ' (
LEGEND EX/S TING / / w 1COMPACTED BACXFILL J Rod of Mannele
v VReI.. P—)a � / L SISDe of I"Der loos
P -(-
Coo nel t0 IuII DIDe depin
t n r� n of en sneer
Z _ T o -
Q - � POWER PoLE W�GUY W/RE —AP— AER/AC PoWER L/NE(5� Y lj1 f�H � LY�� �\ i'.2"w0oo
6UV POLE k(/6Uy N//RE --76— =gER(AL bur u`(-(5) ;y • �s v \ \ MARKER Full Dlo,or a
KKR = F/RE NyORANT -9E--- = BUR/ED ELEC7R/CqL C'—ft, �s / = b I OR 6"9ERVICE LINE Serer DIDe s ss
""�• - WATER SHUT OFF VALVE -aT--- =BUR/E0 TELEPHONE CABLE(s� (�2 /'Aye Aa✓`d \ / 45P PIPE C SLOPE-1/4 PER FOOT MINIMUM °v' A
10 76C.EPHOA/E CLOSURE ---e7V--- _BURIED TELEV/S/ON c4—B SS) -�� 00 ` �'\ i� \\ `� / BEND
L/697- POLE - --A/ -- WATER LINE �aF \ \ -woos a
,e
FENCE 6 L/NE -
-- - - Ca45N</-2' <"-,� \ \ SECTION A-A
11 oX>CAN/rgFY SEWER MANHOLE --se- --= STORM V $EWER UNE •° \ PUG J .54A I TARV S6WQ? MANNOGE OETA/L FP- = ECGE OF PquEMENT --s o---= STORM ORq/NAGS UNE � � -- � \ � ��E`
PROPOSED \ \ \`�',\ NO SCALE
_ $ANCTARY $EWER MANHOLE —s0—= STORM ORA/'VASE L/NE i� sQ �' \SEWER PIPE WYE,TEE OR APPROVED
\ EXISTING VERTICAL TRENCH WALLS WITH SHORING
$ =8AN/TARy SEH/ER G/NE [� = STORM ORA/NgGE MANHOLE •�\ � SADDLE OR BANDING PAVEMENT TO CONFORM TO OSHA REGULATIONS
8$— S4N/7ARV SEWER 5ERY/CE LINE ■ = STORM ORA/NA.F CURB/AITgKE L !�� \ �V `\ � TYPICAL SANITARY SEWER 12 SUBGRADE OR
AxMo- . 6R1VEL S(OEWALK �(P� 1:f� \ \ P - GROUND SURFACE / .
�� SERV/GE L/NE DETA/L MIN.
W�\
� I /
I I /
BACKSLOPE AS SPECIFIED TO ILA
CONFORM TO OSHA REGULATIONS* I
50 (NO$TEF PER THAN II SLOPE /
EXCEPT FOR ROCK)
I /
• SCACL:Ff.GI TRENCH WIDTH
O.D.OF PIPE PLUS 2
. F4N(SF/GQA I - MIN WIDTH 3.5'
II/2"MINUS
SELECT BEDDING MATERIAL
yf : cwatN.°d6.Luc iP PLACED IN 6"LAYERS 8
- COMPACTED To 95%
e A DENSITY AS PER
AAE uivF -
Wq/E P RE 1.0
// 33 L,F.O/B'PVC
4900 �m_ORANROf LL4E
IMPORTED 3/4" MINUS
NW7ER CLUE - SELECT BEDDING MATERIAL -:-
s - - COMPACTED TO 95 i
DENSITY AB PER '
Wg7Fw u,vC !l0 L.F DF B'wL E LZ _ AA$HTD T99
W/JTEK:u.Vt
W W u 4795 "PVr 1.1 y PIPE BEDDING WHERE �O;
r -
�oj O&1a t26 L'E REOUI RED FOR SOFT OR p P D p
�'•• wiu I� UNSTABLE FOUNDATION
j o Z pY B F'VL 72$C(4
mnumv, 0.60°s
:f 8 o- U)N NOTE WHERE TRENCH
`o it�n0 n N C PASSES THROUGH EXISTING PAVEMENT
= Y 9 ,R p -T"� n THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
o o I EXI57(NG../Oi,p j.b� .... ....... ........ .. ............ ^. -..Z)... Q�'.PO LI EN NMINIMUM OF I2"FROM THE EDGE OF THE TRENCH
♦ n
d a' WHEN IN UNSTABLE OR SOFT MATERIAL,TRENCH WALLS
i
Q - ,C\-, 0• _ SHALL BE BACKSLOPED FROM THE BOTTOM OF THE
rlt - JL y TRENCH.
4785 Q V Q N O f �J�J •SEE OSHA SAFETY A N 0 NE ALTH REGULATIONS FOR
V
CONSTRUCTION,SECTION 1926.652.
-----
r. Q- N/6HEAN0 BOULEVARD
S.I.D. 647
C17 OF BOZEMAN, 11101117,
54N/T/4RY 5EDUER PLAN ANO PROF/LE
Sorenson & Company l�7 FILE N. 84 0/
RCCORD C?etq /�l (3 p 1) Ay K> FILE No ✓ 3(
J E�1f- SURVEYED' PR
Engineers-Surve ors-Planners >M,' DESIGN: BS
Y = DRAFT SGS
APPR
0+00 / 0 3 4 51100 6 7 6 9 (afi00 Pis Box 34T8 CNarb9Mur611 SHEET FEB9 of S
Missoula,MT 59606 f4061 726-461T SHEET 9 of 12 SHEETS -
PLATE 1-SINGLE PLAN gryD PROFILEr uLL DOT
neTF1.EDf'IE
i
/ �.a w u w a • ,
N t N J a
N
� H
so /Go
N
SCRLE:FEET R'MNlr[SrR K = �P
9'
(ryP) ` )s.oc x0D
SEE DETAIL (ry Fag STORAf ; x W
pR4/N46E
.b SEE SNEEr�—
�Q
srt
'r 57'0rtdv
pR,gjVACE LINE /
SEE 50EE
tK
n epc�d°0
A Y y \\ \\ a N °+ \ �P j/
o
e'•
_ K c✓Re �\ \\ �Q //
T 6roc AGK
ALL 5TRIPIN6 TO BE YELLOW oyQ
_UNLESS OTHERWISE NOTED.
n / 4'
� SO Rg� 00..�4Tq b/
O 636,
d .
Al
! Fb
— SPEED
Ye'(ryvrcgL) e °,<<,c a _- ' LIMIT
35 y/
PAIMT srRIP[ (ZI-(
30"r 30" 24'•<30'•
2"$CN.4o 6A1 y Z'SCN,40 6ALV.
6 6 � o STEEL P/PE STEEL P/PE
d°F+
�gIOdI✓g[K F Si
r
ppOp�06a
y, 0`� N07Er PLACE 5/6,V5 gS
apc L°�4F STAKED (Al FI ELD 8 y
PAIAI TEO MED/AA/ DETAIL ALr EV6/VEER. eo r
-14 LONG !;CH.40 6FLV.
COn/CRE78 STEEL SLEEVE C0VC2EYE
BASE � BASE
1-ETTERIAI6 19ET4I4
NO SCALE
_TYPE #/ 5/6N TYPE 02 5/61V
NO Sc4LE NO SCgLE
A�oNA� R -CORD 0eQ411V6
must-6 YELGON/ PAINT 4"STR/PE
PA/A/TED MARK/NG DETAIL H/GNLA/VO BOULEI/ARD S.I.D. 647
No ScaLE C/TY OF BOZEMAN, MONTANA
NOTE= P41(t/T STRIPI(t/6 19Crg1L SHEET
ST4T/ON/N6 FOR OOUBGE YELLOW F4tA(r 4"STRIPE WILL BC AS FOLLOWS; PROJECT B4-06-0/
FILE No.; )-31
/t/O to 6+30, 6t94 to Z$i B2, 26t¢( � 27f60, 43*54to 49tB3 anC SOf47lo 59t97 Sorenson & Company SURVEYED P2
135
Engineers-Surveyors-Planners y DRAIFT 565
PO Box 3418 Chorlod Murphy APPROVE: W61,
Missoula,MT 69806 (406)728-4611 DATE: 16WVRfY. /985'
SHEET —of /2 SHEETS
7 '+
NEEN4N R-3067
- STgA/OgQO CASTN6 ¢CO(/E2 NEENgN R-3067 O,K EQU4L
o i OR EQ(l4L
1 ...__ Z ill ----- --._._. CONCRf7E AD✓✓sT/N6 RINOs
(2"MINI - _ - (NC RN6� RLi/t)ST/N6 R/NOs
m ;.1 ----FLAT SLAB COVER •v _ -FLAT SLAB [OVER
CONCRcre-
N VSTING R/N65 YRRIAecf 'I" „ I �'•
OPENIN�G OPENIN 0� '
fcREEN 1I
1 STEP SEP
J...
SPACING 1
41"'n!l"cMP 36" R.C.P. 1 Y•.' SPACING
ASTM C-76
CLASS 2
+ 45 ANWIREO a
♦ \� i AdAN/MLE SNAcc Bf 4/"6Vsr1715 - M4NNO[E SNACL BE 41"/Ns/gf .
—__ __ _ \.,; G.cWcfss OTl/FiRWKF AOr6D u D/,d.UVLe53 OrNERwKF AaTfO.-
�N llIrr Jrr �'
CUTOUTS 0€ •I. Gur0u7$
l AS REWIRED a AS REQUIRED
d. I ICOCK evr RJR 4'- e J s J s
i lNGET RPf
Ne
-d SHELF-SLOPE I"PER FOOT "
6"PRECAST OR
Po✓RED !N /cgcE A TOWARD CHANNEL SHELF-SLOPE I PER FOOT
O/4sE w�+r4 R" A {I — (SEE DETAIL) �A — /TOWARD CHANNEL
d 1 , O"D.C. TNWAYs l•, — — -_ y (SEE UE UIU
- 1 -CHANNEL V2°IA.OF PIPE �••
—- s PRECAST OR FbVREO!N CHANNEL V2 CIA OF PIPE
37•"O.D. _. — {YJKE 845E W/+d•d ♦• 1— PRECAST ORFbUREO AtREB.4R s• � 6110.C.E07N WRyS. — R'/KE 64SE W/+y 4
I•
TYPE 'A' STORM DPA/NAGS INTAKE LA L
5744104RO C457/LAG 4 CO(//EK -- - -_- A }�
RADIUS OF
MANHOLE MANH HAN OF
COAlCRETC - .k
HOLE
ADJ✓SI/NO R/Nfs — -
e I
DOF PIPE
gAMETER F
OF PIPE AMETER
D
'e 1
PREC4sr COA/CRETE
MANHOLE
d� sreP SECTION A-A SECTION A-A-
WIRE�sCRECN TYPE 'a' STORM DRAINAGE MANHOLE _ TYPE IC' STORM DRAINAGE MANHOLE !y/CURB INTAKE
• gRE,4 BETWEEN PREC45-- No SG4LE
'e
+ MANHOLE ANO EK/ST/A/O ND SCALE
r� _ • \' d CONCRETE COCLgQ 7D se
- p •' /' Fl"cv w ra CONCRETE
�/ -\ \ l/cM'/,"R�' ANO SHAPED gRp✓NO PIPE3'.
104
,pcP��1T
--Cur► Col for
1j1 p DIN ay Asp....h
— -- �/ CacRETE CURD AND CMTER ,.p� I
.'.
Ar4 9E04R 6"D C.vr#go 1,5 CRcgTON ° '_
e
PoUREO W P1.4CE CONCRETE 046EIN
1 ` �e • e1 tl
STORM IDRA/AIAGE /NCET 6 z4
s
T'A'G/NE STA. 0*00 �---= -� Comp.cled +e
Comae Or Sobyrade
NO SC4CE
NOTE;
I. Sobgr.de or boss course tom...h.. shall conform
CONCRETE APRON FOR CURB INLET s°clia0223°.
— 2 1/2"upOnaon joint material .hall be Placed a1 V.C.,Y.T.,
NO SC4ce and curb torn..
3V ConNactipn tills.hall b•Placed of.rery IS
of curb length and
shall Z.a arh depth of 3/1 and m� width of Ve".
4. No vb and g.tler shall be placed without o Tirol form Inspection
by iM Engineer.
5. Class M-3000 o.,.I.shall be used.
e Contraction joints shall be conslr.ct.d by sowing or scoring.
When scoring,o Iwl shall b•uud which rill I.-<
une•d old dnlroy aggr.gol.inl.rl.ck for a".ifi.d mm�mum
depth
TVPICAG COMBINED CURB ANO GUTTER_
NO 5C,`7GE
RECORO 9RIqWIN6
HIGHLAND 50UL,EVgt?i9 S.I.D. 647
CI TV OF BOZEMAN, MONTANA
STORM ORA/LARGE DETAILS 4N0 CURB and GUTTER PE7,41L
PROJECT 114-91-11I
Sorenson & Company FILE HD )-31 SURVEYED PR
Engineers-Surveyors-Planners DESIGN 65
DRAFT S65
PO Bow 3418 Chorlo9 Murphy APPROVE+ W6G
Y DATE FE 'q"R '485
Missoula,MT 59806 (4D6)728-4671 SHEET _ of hz SHEETS