HomeMy WebLinkAboutVolz-Wallin Planned Unit Development rro(a '--
SO INGFt
° ST. ESTEPHE
IIOTJ ry /S J
lm•eG Asoa! —� � uGrvr
AI)
• ` I NNNr OF NI i
e L/N!
:W
:a
M
:V
A �
W�
BENCHMARK- Z x Q d'
FIRE NYDRANI NO 319 l r 0� :a Z
ELEV 4806.31 W Q T xoiP
BABCOCK B MAIN G. F O a
J,
+ z
Q DRAINAGE O/TCN sECTION
TB' tle' m m Z AU sc+aF
H
BELVEDERE AVENUE .� e
...........................................
I I � rvrV'a /� ryalII CENTERL/NE EOfLWE/SS OR/VE
. V, tl �F SIaNY MI/NG/Nf GO0N rl0 ..
Ja GFT,�! SO WL[rAa! IrP[II
I ° oN ixo/asr LW[aawws/ �,-sa avurAf! ��'b
I � W I ro o/L!!loft,rANv s
I P
![/sr
I k• Nous[ 'r^o I �
I
ia v,
I F 1 +, � WE,THE UNOERS/GNEO DEVELOPERS,HEREBY CERT/FY THAT WE Wit EMPLOY 4 RE6/sTERED PROFESS/ONAC e\
I+�Blt ss [0 EAG/NEER TO CERTIFY THAT INE PRO✓Ecr WAS CONSTRUCTED /N ACCORDANCE W/IN DNES
APPROVED PLANS AND SPECIF/CATIONS. rNE ENGINEER WN/C//WE INTEND TO EMPLOY/S [.
V MORRISON-MA IERLE,INC \ \
Q a .............................................. PO BOX I/ BOZEM ONrANA 59T/J, FF •• " /3, 4N,M
mQ, I• �� I t/Jt,N. .
m� /MUJI ro !X/anxd dAAA!! ti5
m � llrUM `-ro ll Nrrovm
F, S7EPNAN/E VOCZ NORMAN E WALLIN DAVID A.WALLIN CLARENCE BOS
i 3~
�� !UlfLN/NO ANa,S I N Irrox!M! JUdSLN/KO NNO JYO+M r0 KMNr AT 9U[Jtx/HO I SYONN ro/[tax(Y[ JWJCNII[O ANO]Y0.NN t0!!/ON[Y(
IN/f _a[r O/ ,I O,/fdf --PAY Di ,N.D.,/fI! A'/J NOONyd ,ID,/fp rM/f MY at .A.
0j
I
aN
I ,bTINI iON IN[s A(O/YOMI MI NOTINY/ON IN(fMI!or YONrN NI ApIINv iaN Tx[JMF O/YON>INA NOTINY/ l F SIIT!OF YaM)iMN
Nff/pM6 AI +t s/wxd A _ __ _ lSlalMd _. -_ _-- [s/O/NI11
rr carrnslox rorrr r.<owns/aN. r)corrnsroN ry rorr/u/oN
rrft P CAYe N W rR TYPE £KCA A NA L L FP ATQ T'YP A AC
YPf BAC FILLsrAo _ _ _ _ _ _ - _ _ _-_
SIA O.00 O_S 3� - ___ _. - - [Xrt rfr�
_ _
j tl"
JeX
-
It w I ON
— m pax a M� • e h, 9 +°°+ �' �
itM2-2 0 m�W L _ - _ •iP t[r ur!
f _
_ PRO sE0 BEET
OGR OE I.22 -
Al
h;� _- -- -- - ------ — - ---- _fh 4G
RCP OR 4,F)a
-
qma - - IR.
- -- -- - - -- - - = 4
C�- --
- -� --_ ---- - - - - --• -- -- -- -
4800
1B' ! 0 /A % ___ - FNw±eu, �%A'0+Ee \p{:_. --- °T 5° ,,• I
- - -
- 0.34% O.A
IYER
Rm _..'\7eL"aJ LM'f -
6
4790 - - - -_ 00 f e 0 f . 2 - o -- 4.
- ; 4���$P \\�� \ `I • 1 - ._ .y�i �. � -_. TYPEd BA XFFLL�_� - __ (g} _ _ �' __- __-_ _- _ -. _-
£XIS!/JUG GR UND ' s°e� [K/ST/,vf GxOUN . YIT AIWY _..
,{�•
--- - - ,�Q Fl
ell
A - 480D O AS BUILT 2/5/86...
:EXISTING DLTCN I BA84OCK
O\1G •' l ~ A _ -_ ST�' T .SFrfx /x( I
1\ °J irAl[R INf/ jk
REVISED 10/25/BSIf, CHANGED LOCATION OF SO INLETS TYPE IT '.1,2,0,5,78A
— � .30 _ - -- 6 - -- - .•� PLANNED UNIT
T DEVELOPMENT
A N
ABOD - - - - -- VO LZ W
-___ \\ad eA VAr ON W1 rYT.4 Pinwa T -- : --.- _--- -- - --F + BOZEMAN MOyNlerTr AraN.
4900
A
s L NORz / so STORM DRAIN
L.«..�s PLAN 8 PROFILE5130185
ll 1992-01-01-0046
- - - - -
MORRISON-MAIERLE, INC.
--- - - - - --- - - - CONSULTING ENGINEERS •
HELENA BILLINGS BOZEMAN KALISPELL,MONTANA
ORAr NU�ALUIWN
RITE
IM�L NN'
/ O -II L•,1 (1s If"I(A.CO.t[KI
B
b•' HIGH WATER.
O /
AA/ 6 UNO£RFLOW xnsl
BAFFLE 1
4 O
80 4.0
IIAI" [f
N@II NAI.I LY G.
O -f
0/G B GREASE _
0 P y TRAP
Q Lr.
SEE P3 FOR
M RETA/NAGE STRUCTURE
• ---_
PIPE
[l"P/IEJ MOI.I - B .T .
/[.IIAOJ Yy • \ 1 I2 TYP ALL .
SEDIMENT TRAPJt AROUND CORNER DETAIL
NO SCALE
9 r ALUMINUM BAR GRATING W//Y["+YL"BEAR/NG
��• -BARS 7-//"W/OE TYPE CAL-150A/M[N/c AA/J CA/
l.ngvN[J"tt[AK
WATER STOP
r
FLOW OUT D-CARf-g-h— C•OBP E
1 -1/2
OUTLET FLOW �llil_
%.
N /• 1" 2, 107AL CFJ '.1..'..
P.O 005 014 OPI STAINLESS STEEL
L PAPJ//4.B"-O" I.
J.O 0.06 0.10 032
W/T"0 4 3"WELD
1.0 007 023 0/1 OSJ STUDS[P/"OC
5.0 000 O.P 9 O.20 0.65 /5 PER ANGLE/
6.0 009 032 0.25 075 y
GRATE DETAIL T
OUTLET FLOW ATTENUATION - GREASE, OIL a SEDIMENT TRAP NO SCALE
NO SCALE
IpR' L•p R�°a
Two EXTRA BARS
ALONG THIS SIDE
1 OF OPENAV6
ONE EXTRA
BAR 114
a NEENA R-/793-K6 AROU ND.......
ITf, LIGHT UTY OPEN GRATE \
W/F N6E REVERSED
ti•4� 5 RWEL 48049 yJ. F SLdB TYPE/NSTALLAT/ON
Ao 41?6"01.
EA WAY
"I low
.`
I
><� ACCESS OPENING
TYPE NOTE-
4 O O/AM IT COVER
_ _ AASTNO OF520
HIGHWAY LOADING
R X 58"D/A.COVER
Ed WAY
- - Ace R•d� ° .�°�, R•°s'
SAN-RY SEWER
f,
pi
YA.EA Y — . ` 4-
ORB INLET RIME
E4`5��`I�+PNEENAH FOUNDRY CO NO R-3067
(4
� - -- FL£L.IBO/.PS
F.
° �.. e
OAS GUILTS 2/5/864ss
• a ti __ —. __--.
�• OREVISED 10/II/♦6 R„
o _
[, r PLANNED UNIT DEVELOPMENT
'`i VOLZ /WALL I N
0 ° 4 DIAM BOZEMAN MONTANA
a° •o• c°� sr F�.."
DRA
• STORM DRAIN INLET A ;S STDETAILS IN 2�
ORM DRAIN POND DETAIL VERFLOW MANHOLE DETAIL
MANHOLE TYPE II DETAIL D,,. 7/29/05
1992-01-01-00-46
SCAL L 1 = a0 NO SCALE
NO SCALE MORRIS N-MAIERLE, INC. •
CONSULTING ENGINEERS
HELENA,BILLINGS.BOZEMAN,KALISPELL,MONTANA
PARKING AREA ROOF SLAB'B''0"WIOF SECTIONS W/P WEI0 PEAIES AY4/f/B"
AAEACH ENO 4'-O"APART I aC 6"W/STO/BO°higoK
N
R 2"CL EAR AT Md-1 OPENING
114
BAR
i M C)45-AROVNDASIDES IN S
S P B S7
. h _ Y'..• �♦' SLAB CENTER
Q 0 B
/"CC EAR
MOT!• IM B
PRECAST ROOF . �
RE4 N 21 i X[� l
„ POURED IN PLACE
A F / FILL W/NON-SHRINK GROUT
SLdB [q.WaV WALL ONO/LB ,ff4 /B' 42"
INSTq LLEo4..6' GREASE TRAP
IN fL SC[Of p•• 0" 2"T03"
RROIV!!D / CLEAR
b STUD!
N
a6 1.
I ./'IC16"-. NOTEI _1PRECAST BOO" WIDE TYPUNITS //EACH 1"CLEAR
RESTEE[ Fy• T ?ENO UN/T5 B-O
I C JO/M
- L313,318,
Ji O-O"OC''G <011
( - C
"O
- 'm l/2"B. 4 Sruds(TYO/
P ONG(�3.O"O2a7 KEY 1 . -::4 TYPICAL TYPICAL 4 FULL LENGTH
A 4CLRSECTION CONNECTION AT ROOF SLAB DETAIL .- Y `PVCWATERSTOPEND WALLa/P" VIEWNO SCALE �PpOINE 30 -/ C 3•'O"OC
PIN
�OPEPt i 5 �/ B ¢ _ ._
4([�`2'CENTFRS� 2'LONO O
OUTLET PIPE m
IN✓EL EV 4800 57' 6' 2' _ INLET PIPE/�
4 L, _ _----- — INV 3[I
ACCESS RIM B
:o COVER-2'DIAM10%
A Q
1 A
jn'�_
61INV EC.4"00
STEPT
OIL e m ;FF-IF'.ONR 'FAF—11 OF,AIL
N\ I GREASE TRAP CLAY
RETENT/ON STRUCTURE I STdNOAROs
SS_ PLAN VIEW
-RIM EL.48087
C I
O'm I 4B073
I
I I
I e I I
4803
O O 4% SLOPE
I - I ELfv 48
01 PIl
I
I J0
I R
STORM DRAIN OIL
AND GREASE TRAP
SEE DETAIL PAGE SECTION A-A /
STORM DRAIN RETENTION STRUCTURE AS BUILT 2/5/86.E
OREVISED I0/II/85,
scnl e �a
PLANNED UNIT DEVELOPMENT
VO LZ /WALL I N
BOZEMAN MONTANA
SHEET NO
PA JO STORM DRAIN
jS PLAN a PROFILE 3Z3
p„ 3 85
I I- -46
MORRISON-MAIERLE, INC.
CONSULTING ENGINEERS •
HELENA,BILLINGS.BOZEMAN•KALISPELL,MONTANA