HomeMy WebLinkAboutSID 427, 428, 429, 430, 431 & 433 _ LEGEND
U -
- nsa c r rI
� sr tJ L � N m New Cob�nav'CurbE`6ut/-er - - -
I
i
- f�f� New Concrete A/ley 4pron
S I D 433 L] "w --�_—
bD�E I Existing Concrete Curb
—�� []L�[][]❑ PE. M_ sr._- Existing Asphaltic Pdvement
-- Existing Wdll< --
r ---IL 9t. El[]❑❑ I - --- Existiny Sanitary Server -
Existiny Wdter Main
_ Existing Ods Main --- ;
SID 427 �' I I RG a s�� �] Existing Storm Drain I --
����❑❑�� Existing Culvert -_
ALt s7. Existiny Mdnho% � O
Dr iT cn P's ving Plan Stree is
aLAMM �_�_ aoLlL1FIDEl - ------
i iVeiv Storm Drain
I
111F.J. I ��T �L—.J LJ� /VB W /�CJnhO/B
nf lr f 1f lr r l New Inlet �-
—� - L .-.J I--J L�L--J L.n___J L : Imi L'_:1) 1 1 ❑❑— I to ___ — / r d
u rHwnr_"0.151_ > N Fre H Brant
- ---- _ Power Pole
ff lr lr l �r nn� 1
..JF. -_':NJL ��L_J L__JL�. I 1 H-T o - n Q - �..- - -� S>ree1 Sign o
Ir G>oy Wire --�
[I❑DL i t/ [7 -� _ n n El�.7 c� W - r/
a
W iAlerence fence
--
j l W Ir W1 W W W W W > W A100o'en Fence o 0
aJ La C<] i 1r - 1 I Q a I(CH a a Q L r� V f J i T
1. .JL��
���L�I _-J�I�J l� �L�S ER5 ��❑❑ [I � �
jll[]D lllL' LILLE ST
n: RI50"F ST._ L1 1:1 C1
r MO"TANA r�r �. �..
I ��'LTu�l� J �__ —SID 43 1
l S4C�l_ ;°t GENERAL NOTES
31117E
J �� �� L1Streef intersections curb rddii she//be/5"
( A!/ a!ie rddii she//be 5,, `
y 1
COLLEGE —� — r 2)The exact location be
of existing uti/i ties is to
AiNc���l L4 I � deterr;ined/n /he f.e/d by the Contrdcfor
b'/ty Bs to the
SID 431 �~ I J'�I S I D 429 dccardcy of the /ocet ons shown
X A11 power- fe%phone and ofber ut//ity Pole r II.
ror guys wl2ich interfere w.'/h "he constraction
shdll he removeo or relocated by o lhers. I
/ SID 428 4)The enact sire dnd number of frees to be removed
�__ shall be de,ermined dt the time of Construction.
� ,ireets to be Improved ^`
" --SID 434 7
SID LOCATION MAP 1
i
REVISIONS 111,41 HAROLD HOSKINS & ASSOCIATES SID LOCATION M A P
DATE DESIGNED oD No B O Z E M A N M O N TA N A� 1 7
ENGINEERING CONSULTANTS LEGEND a GENERAL NOTES
"
wml
CHECKED r. N �^ . D "� �
sc ALE none APPROVED �,�.14 �I�.E No. LINCOLN. NEB RASKA GREELE Y.COLORADO GREAT FALLS. MONTANA
SHEET
SCHEDULE OF APPROXIMATE QUANTITIES
DESCR/Pr/onV uN/r f s,'/ti/ArEo �,iUaiVr/ry
-
Srce"n D/dinege Items
Sforrri Drain, in Place - - -- -
/2'"RCPioe L F 5B 150 79 4h /76 '-5
/Q C 111Pe --- - L.F. 333 540 /95 /.9_3 1
RC P/Pe L.Ir q I1
30"R c Pipe L,f. _ 368
4: " C M PiP1 Gw-/4 uge L.F 60 - 60 -
36`X_2/"RCPiPe-Arch Cu/✓ert- L.F �8 - -J
Inlets, in place Each 2 3 3
1 N D E X lwdWholes, P/ace _ Each / - 2 2 -
Extra Oeplh ct Manh_o/es l F 4_ 2 4
Ppe Bedding Nldteria/, in Place Cu/d S 25 A9
Connection ,{o Z-x1s1in9 Manhole Each 3 2
I. INDEX & SCHEDULE OF QUANTITIES Trench Excavation - ! caya' - /4O 260 35 25 410 200-
2. S. I. D. LOCATION PLAN Riprdp Protection Each
3a4. PAVING SECTIONS a SPECIAL DETAILS Drainage Ditch -
Paving Items
5. S. I. D. 427 PAVING -
Tr�e Rema✓a/ 6'¢`_Jyer Each 5
�> 36 1Z"C.Af ripe-Arc hi in Place L F - 60 - - 60 - -
6. S. I. D. 4�_7 STORM DRAINAGE - --- - -- .
,4dJ4lsf Mdnho/Bs fa Grade Each
7S18. S. 1.D. 428 PAVING Slreef Sign Re/ocafion Each / T
9. S. 1.D. 42.8 STORM DRAINAGE `ydler//a/Ve Box/n Rldce— Each / - / / - 2
Remo✓e Existing Inlets Each 2 6
10. S. I. D. 430 PAVING Concrel& Curb_Removal L.F. 95 292
Concrete `Yah 4,0,-Iy&way Removal Sp.R /5 491 594
1 1. S. I. D. 431 PAVING eoircrets!leader Roinova1 _ �.F 33_ 42 - 33
Combined Curb 5` ah�er,m Place L.f 2459 37/9 /56/ 594 4904 3433
12.&13. S. 1. D. 433 PAVING Conersteyl/a/k�Orire�✓ar ;/� f,/oce - A? Fr /8 .381 55-4 —
14. S. I. D. 433 STORM DRAINAGE LF 66 66 33 9y _ _ y_9
Concrete A//e/ Aprn� in P/ace Sg/d 43 40 49 157
15 8,16. S. I. D. 434 PAVING Concrete In/elA�oror in P/ace __ sQ_rd 8 73 13 9 _ 2_/_ /3
Integra/ Curb, in P/ace L,f 58 3J 65 63 /24 30
17 S. 1. D. 434 STORM DRAINAGE sU6d��i� y'hPipe, ��/ace LF - - lea_
Ercavatian G-yd. /750 3209 /790 730 4790 500
_Su66ase Recons''uct/an __ _ S,All 6500
Base Course Matoria//n P/ace Tans 880 /5.50 _ ¢90 2/5 /520 /130
S,w.6hase Course N/elerma in Place Cu./'d 240.5 2750 //90 505 37/0 280
I Asphd/tic Concrete Binder�``Surface �_ I
Ci C e in�/4vice Tons p90 /570 50.5 22_0 1 1550 //50
Al"hall Cement Gd/ /5000 26,500 6450 34W
difuminous Prime Coal /n R.1a-e GaL 153O 2680 850 370 2280 1750
Brluminous rack Coaf in Place Ga/ 550 900 300 /30 750 600
Wafer APPlieo ---- -1 MGai 290 450 /50 65 - 450 - - - 300
Grade Irrigafion Oitch umPSu �- - - - - - /
RrvlsiuNs HAROLD HOSKINS & ASSOCIATES r
DATE seo� ,9p3 DESIGNED �/ir .a.o2s-63€'/O4 BOZEMA N, MONTA NA INDEX a SCHEDULE OF QUANTITIES
-cc KED ENGINEERING CONSULTANTS I
sui.E gone ♦PPROVED /.i.� nE No- LINCOLN. NEBRASKA GREELEY.COLORADO GREAT FALLS. MONTANA
ET
Pdr,lwey
abbe
am!r�'rw
yysdsa
Tpvsca/ eryOrl Sown
TO
- ---�'�dk �,a✓i Dr rtmovea �' reo!acrd I i ' Crown --
'� less u/cJea by Mo Eng.rTrvr IQ ,
} /5 ;4edNs 1
57re•:J Sign L acerlor•
0 C-rpwrr 3�Crow'n S Cm�+o , r'Crn vn
5•cbncreie Wgik �-17"Crow/! I 3'Crvwn —
I-renyar/ point 1 7 Cr».vn
N. rTvP/4�/1rr'd /ocefie"
--- ` -
New
` l7bY/Qr
rr':••ce erpvny�n�_ CROWN TRANSITION FOR
✓ALL E Y 0U7'7"ER
TY'P/CAL /NTERSECT/ON LAYOUT �,.. r� 5,01,
io be llmfonw,/r Gwd'*d r
New Concrete CL:b 1pe Gtiftr B_0 97'0'Wd'^ ux 7"Fbr rbch< Crown C'
- - - -
' .� i' c � / '•"� j3'•O'IVidM use 6•Psrebo/'4? Crown Yer,Qs WdrA
New 4sphd!bc Pavemvnl r
I ,Ohd/.�C' Co7crC!t" .$Z�!ldCC Co[w�Se
'-!Yi'Asptie✓Y'c Conde>e B'ndrr CoursE
Ord✓ei Base Coos& P(-' y- Coat{
�
J Concrc!e w'e/k r / •r r_ =� �o` s r-f_-b
�• ` `I To be yr,#.ded for ( r, Su6r�►ede
`�� r 1 f f ;'�' '/ t lulure Wa/k dS ShaNn �12'CruShBd G/eva/ Subbas`G ,-se
'/ r . /•' � � r � � ✓� ,� �i - ,� f �fIV190r'! QX�S/M7,9 !OnC/C�Curb
TYPICAL SECT/ON NEW CONSTRUCTIO)V
-- - - - •� sir ''. iyl6rnave axsyrJy y�ha//.c pevsvnint ; fr - - _ �- -
„ er-'a' re`lece W'0% nowepnha/fcPerrMers/ F O" �lxirur,..r ' w�/r
• /� � '� '� `-f V opprarrmafry Mese /'Af."h Crow
r ' r r • �9 l��'�t�J/. n �'a4JEJ
C
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6dsc COO `sfC r rr 'aal
Pd0--dJvrl' - Z' yh ii I .-Q,*'2'7 }e^ - . . _ -`-'•-r - \.J� -u'-crn-'�•'•--
lr ra Or rdOa1 lc/ r✓lt/ ML'�•�- s y�- max' _v-J;�I �C.rr Ci.
• cr'/b .va/R .�s *h:•vn � P,lace /1cw S�no.r_^ .._,.•r c� _• _ --
/N 7-ERSEC7_/01V REC'O/VSTRUCT/ONprsce-
"'�� TYPICAL SECT/ON NEW CONSTRUCT/O/V
O/V EX15TIAIG SUBBASE
Na'
k��'s'ony HAR SKINS & ASSOCIATES
., _ u•rc - �.•�. _ -_ - �.�• - -`-,•---' -�tz.7 b•r..�•o It/lt/..lJ. "'�"" -� t� 0"W [A,NG CJNrsULTANT5 BOZEMAN. MONTANA PAVING SECTIONS a SPECIAL DETAILS I 3
IINCbLJI, N®NVu 6MCgL[V,COIORApO G [AT FALLS MONTA.Nw
3+. �.�:� nt•..w •:.... :45 ShoN i7 �"..... a ...•w
f. -
I•
1
sphalt/c Cnncrc to
1
to cV-0 fianyewsy
aL
i o� 1
tn/ 9/ope
J i�Hardb<ood rdU yvdrd! to 1 To ar c ro
— br idiccd by vohcr! p JJ trs
-- - vi
w
OUTFALL DITCH SECTION
Mot
W CLEVELANDST. RAILROAD CROSSING DETAIL
voe !A acd/r
SPECIAL CURBING LAYOUT
- Ex�osn,r.on ✓Dirsl
t, Cvr6 ! Gu//er SC[/ion — Bose C'ourre
qu
70,
n Foy
1`Sa66dsc Couire
1 s/nn .Hd/Ghat/
a � n •y o �
• � L I
LA3pAdll)c Concra►e �New 5vbbdse CoursesSoje
ye _ ��Sal»y S✓bbd3e Cv•'r�r `�/ e° �_
\�: -_ - •/ --� - Pipe BCddin9 ^o a^ - .`� � . � - P10,
u• • < i'� - .• .7 e� r• y✓r _ _ J#4_ /'r<1 - Co�s�dc%dSuD9idoCI;n OeQu°°° !2+qt�. p? ,� C `eo•e°p� ..7 O O coe O°ee•00000ec ap � oo
b
�
pope o
1
1
LONGITUDINAL SECTION ON qOF WILSON AVE .
CA/0 VIE w SEC T/ON /•/
/RR /6AT/ON D/ TCN CUL!/E�QT /NSTAI-ZAT/ON
sco/c i". i 0
A-- pA1� IKK. - -- _ _ Wf[ ='Y•�L- - O[YQ�[t• �' � .u•�e _ir�i'� _
'•^RILL/ -
o• Ae .Shn L'N.-OLtV NqA�`� AW'�L
ow AT FALLS MONTANA B O Z E M A N, M ON TA NA SPECIAL DE TA I L S 17 w(��
� �• aye r _ `
W 6 R o C+�a �; �n u a m M e \ Disposal Area V Q l
0 o C �' For Excavation a 1cr lb
14
o c�� � U � ro � jV ? Chu --
OI �CoC:� -tir 0� � 730 76./8' ~ v
mF 735 735� 73.0 J I N l y b
Nam � °
Ilz
N�ti 37
0
M SS — -- _ `
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O \\96.6 �� - - --- - - - - -- �� 1
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zzaR'
� O10� 67.0' 69.6_ I j
0 0
v
C� y o /b +� � + I �� 67.0 - - --- - - - Nv - - -- - - - -
i F0'Q0� 3N � _ 80.0 � � -- T3.5' b
o ° °�� o
° `uho�� � Ilk pgjC� o
O ON �� 0ti o ,
C h x CJ 7sa5' a ,
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- - -- 7
80
4780 - -- --- - _ - - -
4775
WE
477
4765
W. 4765 - --_ -
-- - -
- -- - -
- - - _ - --_— - _ - - — - - - - 4780
4"Lu 4780 - _ - - _- - --- --
- OO
a - - - _ - - - - - 4
4775 - - -- - - - - _ - -- - - - - - -
- - - -- _ - F-t
kA - - - - — 4770
q
- -
- 4765
-- - - -- - k — - Y. - --- - ------
- - 0 I 2 3 4 5 6 7 8 9 10 II 12 13
W W D_ HAROLD HOSKINS & ASSOCIATES S.I.D. NO.4Z7
DATE DEs[n.—_ — __-- -- wiE !963—DEs�nNEn -- •GD OD �QQ"�" ENGINEERING CONSULTANTS' B 0 Z E M A N , M 0 N TA N A - �
DATE �'_ CNEC6ED�H._ "ILL VC __. _ PAVING PLAN PROFILE
O F I L E
',----- GREELEY.COLORADO GREAT FALLS.MONTANA LINCOLN,NEBRASKA
f__ _ DATE_—_-- - _ DESCR. —_—__ __ SCALE✓4/f / `� �PPROVED�
'4
W Or Z Al
Mp\ I I 4� ZI
N co1") o �s
C -
_ \ SS12 / _ W. VILLARD STREET
ti
i 1• Z
l ��► 7
k-4
7 - - j -- - 1 -- - - - - -_ - - -- - -- -
-. -- - - -
775 - — — - - - _ - -- - — — -- -- - — 4775
—
0-4
— - — -- -- - -- - ——-- - - —
- — _-- — - - - _ — - — - - - - - - -- - -- - - - 770
4770
3 2 I 0
REVISIONS SHE-
DATE Se f,1963 DESIG✓�� CHUCKED NlD ��D ,o■No./OQ 63 HAROLD HOSKINS & ASSOCIATES S.I.D. N0. 427
ENGINEERING CONSULTANTS BOZ EM AN MON TANA DRAINAGE PLAN - PROFILE.
H l:4 TE resn+ •�! Y2/'}. �•_ .,1 o—O 5. �� �u a N LINCOLN. NEB RASKA GREELEY.COLORADO GREAT FALLS. MONTANA sNelrs
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REVISIONS
�`\ \
All
Connect to Pavement fo existing
v grave/ road with complete
pO j \ odvement Section Throughout cross
1 I T C9 \ hatched d red. Tapered from crown
the /as1 50ft. /o match grave/
surface.See Detdil-Sheef No, 4
90' - -90' 414.39' - - - � - - - -\• j�\
II I I 14 117 I �
I1°- - - - - .�_ _P o' f3 .558i I I�
6" S.WILLSON AV
90' - I 3410' /
�`o I r b Z P.58�1513�1 i /
,-
O
t,Op T B.M.- Top Fire Hydrant 5 td. c�
14,164 South Wil/son Avenue
E/ev 4888.7.9
- — — -- — —-- - _ — —— -- — — - -_ -- — 4 8 8
777
- 487
-- _ --. - - --— - - _- - O - -- -- — --- -AN -
_-_ - -_ - - -- -- - - _ Ci = — -- -
—4870
70
- -- - - -- --O _ _ - -- -- - - - - - _—
l ,
—-- - - --- - - - -- _ -- — -- - -—— - - 88
880
IR
o _ -- — - — -- - — -
- Aw J04 F= -- -- -- - — --- - -
- — - — -- -- --- — - —- --- - — -- -A1_ _ _- —-- �- - -
AQ
s4 ---_ — __— .Z ----- - —_
10 II 12 13 14 15 16 17 18 19 20
REVISIONS ll+ 1963 /�%pl!/J /0Q-63 HAROLD HOSKINS & ASSOCIATES S.I.D. NO.428 I SNEEt,
8, DATE DEs<,R ��ATE SPof OE8IGN ED _ JO!NO. -
8V DATE UFFCR �'erf i"s`�' CHECKED T 1'1 T. I.s.No. ENGINEERING CONSULTANTS B 0 Z E M A N , M 0 N TA N A PAVING PLAN PROFILE F
— DATE DEs— sc.ALE NOri Z./'=.SDI /A LINCOLIJ, NEB RASKA GREELEY.COLORADO GREAT FALLS, MONTANA
APPROVED ��.1 _ il�_[NO. SHEETS
Q
Z
Lij
J
_J Build Curb Inlet, Lay 30L F
/ /2"R C Pipe
60 I
— j" Std.3f90 Bui/d Menho%
% 46'"Oid. o l
� ISta 2s72?to 3,,.90 Lay//2 L r
bb /5"RCP1pe
— /— �Srs.OtOOro 2fTB Lay 278 Q
J F/5"iPCPipe x
E
Build Curb Inlet, Lay 60L F �p N 0D
/2"R C-P/p e" �JI— I
77 / o '
O
Build Curb In let, Lay 601.. c+�
- �Srd.2f7B Build Manhole \\
j 4B'"Dio' Provide Riordp at end
1 I �of pipe, Detail Shee>No 3
i 1
— —
4875 E/ _ __- -- - - - - - - -- -- -- _ -
— — -- v - _ - - -- - - —
- - —4875
4870 ::.__ - - El
-.._ _ --- -_— -- _ - - -- -- - --- -- -- - -— -- - - _
7= IL
4865
486 — -- -- ---- - - - - - - - - -- - -- - --- —
4860
---
-- -- - - - — -_- --- - — - - - - - - -
- 4855
77
74
4345
-_ __ -- - - - - -- ---- 4845
- - - - - - -- - -- Act-
1H_ -
4
REVISIONS
/963 INWO. HAROLD HOSKINS & ASSOCIATES S.I.D. NO. 428 SHEfi,SHEfi HY 1,ATE DES(1F DATE SP,Q f, _ CHECKED _-- F.S.No,/0�-63 BO Z E M A N , M 0 N T A N A — 1 r
HY „ATE DESCR Vert. /•=5' S-114-_- ENGINEERING CONSULTANTS DRAINAGE PLAN PROFILE
t CHECKED C n _F.e.No. LINCOLN. NEB RASKA GREELEY.COLORADO GREAT FALLS. MONTANA
RY DATE pESCR SCALE Horir./�"=So.' APPROV[D S•%A• —_ _FILE NO. SHEETS
— ° a W Q° o aQ � � a e`V� o �o L w
L > o
Q as
lry � v14
c p � I a�
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R ST.
I -
g 140
�- Note
INLET LOCATION DETAIL — The vest end of the new ;Hier
� �yii 0 at W Arthur St ¢' 5 Th%rd.4ve is
W. ARTH'JR ST. 8s S.GRAND AVE. �` ' '' a/ the east PC of intersection
curb return
zl h q l31 V Rebus/d inrersecr.ons,Oetdi:'
a W J C9 Q, J N C y Sheet Na 3
O2`k
a� o� ``� � v j� `��o •a h1�j � ��"�
h , h h W y N Q� ca 9Af '/BO F.'re Hyd Wesl 4rlhur
Street Soulh 7hird.4 venue
E/e v. 9879./2
4870
4870
-- -(-- - - - - - - ---- - - --- - ---- - -- -- - I -- ---- —
4865
I
4860 -- - - - - --- -- - - - -- -- - - - - _-- - - ---- -- - — -- - -
q -- -- - - - -- - -- - - ----- - - -- - -- - -
7T
4865 ---- — - - - -- — -- --- --- - -- - -_. _ _- -- --- -- - --- -- - - 4865
-- ---- - - -- - 4860
4860
0 I 2 3 4
REVISIONS S /963 !'!!NYD /D 6-� HAROLD HOSKINS & ASSOCIATES S.I.D. N0. 431 1 7 SHEET NO
Dy ,. UF.SCR DATE_ epf. DESIGNED. 1.8 NO. a- B O Z E M A N , M O N TA N A —
�rtf�5 -//T e.NO. ENGINEERING CONSULTANTS PAVING PLAN PROFILE
Dy o— :�ESC'N CNECKED
r+r DA.TI oEscN SCALE oi-iz/=.50'- APPROVED LINCOLN. NEBRASKA GREELE V,COLORADO GREAT FALLS, MO NTANA
__ _ __ -_ S"�./4. BILE NO. HEETS
\ 1 1 \ \ 1
1 \ 1\
• ' 1 \ 1 \ 1 1\ 1 ; \ 1 11 1 \ 1 � •
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