HomeMy WebLinkAboutKamp Minor Subdivision MARK a
End 5/8"Reba,with 1 1/4• LEGEND No e5 BEES
h ,Plastic Cap(Morrison Maierle)
NEW SANITARY SEWER MANHOLE
SAWCUT AND REMOVE EXISTING CONCRETE MEDIANhi{u PN-
:lf It.Ll6 St'Y'88t _ INSTALL NEW CURB AND ASPHALT AS REWIRED, 94 -�-NEW SANITARY SEWER LINE -
- -A-NEW WATER LINE _
y✓�_'_�Y NEW WATER VALVE
__ Ll _� a�I - T ASSEMBLY
CA NEW CATFIN CH vBASIN/SUMP SILCCt 1 0, 0
s -
- N r 11 EXI TINGNG TO'D.LP, - RQa.D NEW STREET SIGN V R s 2i se
W STOP SIGN
CLASS 51 WA�R - -W I ` ��� ` ��0\ Otl.tg) PEROPOSED SPOT ELEVATION ti c of 3 sz
- EXISTING DITCH MAIN _ 3 7q Ch E
�-�._ _ � R • �C7
I CONCRETE - I - / a6,0- _ .t1IG EXISTING SPOT ELEVATION `
Fnd 5/8"Rebar,No cap 3
[NBB•01�19"E) I SPILLWAY Ge ` �I(1 61/ \_\ e4 EXISTING SANITARY SEWER MANHOLE
olosvi for I 23 08"30' ��71.;ri EXISTING SANITARY SEWER LINE
177.7.7 R-1025.91 � '`7/mo�-1 ,1� f R -- \_ R` v,- EXISTING WATER UNE
414.JB /p^W ^ - / \ J�SO r EXISTING WATER VALVE CS :$
no g _ D rm� EXISTING HYDRANT ASSEMBLY
1' No Access Strip - _ 3) / 2• / e'ry RR 4.0'H _ /\ w rn�
Utility Easement T 1 _'- / / iilr
Dv
fk/SnNC , Iyi 88j>,_
R10��
'
23.91
LOT 1 � 7g
96,927 Sq Ft BFNpMMIC: COReeax R / gWt - Fnd 1.O.D. -
2.2251 Acres 101 OF ARROW BOLT OF HYDRANT / StW 0.9'N ry/
ELEVp 4785 2J FEET d• 1 RW lAm..Scale /n Feet s9 .(CITY OF BOZEMAN DATUM) - Rw,g°p i)�s /
`.n 0 50 0e Aa�� 17100�
05 NEWOSI -M 1$N °pee St�i
state In Meters ZONED 9-2 Re/-e3.0 F /
h� FL sE-7e.m N; 143 LF OF NEW B•SOR-35 SS O 0.43X
y LOT 5 c.5/e•Rebar
52,147 S9 Ft -".3.0,N of
V I C I N I T Y MAP , RedWl • 1.1971 Acres �/W Mon. l
try7bV�ul CONSTRUCT CITY STANDARD PAVED ROAD o
CURB AND CUTTER WITH 5.5'BOULEVARD m _
-9 yp�"I a � AND 5 SIDEWALK(37'BOC to BOC) -
- O, �0. cDRB BOX cuRe BOX 460 LF OF NEW 8•D.I.P.CLASS 51 WATER MAIN
' M
NOTE
SOFWNX NOi MSTADfO
_ AS OF 1/6/GO o
011.1
1.w ssMH- O
I� bo 193 LF OF NEW 8•SDR-35 SS O 0.42% RIM-es.e7 R\ 118 LF OF NEW 8•SDR-35 SS O 0.457.
F n NW-7 w ��o '•r�i R-50•00 Fnl 5/8'Rebar with 1 'a'•
Nf LOT 2 n sw-71. 00 ,,.J ,,l D,So (Plastic Cop(Surwo)
n/ CUI De Sac
OFC 43,600 SR Ft �a `o t4 Ut ttt�t't
'C l \P / _ BB 'N71 EeeMnnt)
7 9�! 1.0010 Acre O,
'b7 T OFF ARROW BOLT OF HYDRANT
O CF.SS /i ?96.�� ELEVATION=4787.22 FEET
8/TIE
R •1ti R/76 --p1- @ 40• (CITY OF BOZEMAN DATUM)
� o ,ti � s
_ tX �0
S- ` �y1 O1 BOX.M. \. \7j \ O
2.119NEW
-3 9W-7111
F1 0
--- ' FL NW-]6 2
.06
Fro 3/4 steel Rod LOT 330?00• 1 aoRB Box
+Q, 43,600 SR Ft /1,
R.PR/W Manta.of // \ \ ;.0 1
0010 Acre c o
I >,iie
NEW SSMH-4 \\y 76 LF OF NEW B'SDR-35 SS O 1.59X $o
'Py RIM-6a.6e \ \� 2.69 % / N u
SCALE ?oa FL 5E-76.x EXIST WET WELL/UFT STATION w
R NE-76.46 ) O \ TOP ELEV-113.91
NEW 6 FL NW-75.17
10.
0 FL 5E-75.17
� FL SW-77.16
oT�EIEv
ir, �I
LOT 4 g
LEGAL DESCRIPTION p
47,914 S9 Ft
7.0999 Acrsa O
THAT PART OF THE SE 1/4, SECTION 8, 7, 2 S., R. 6 E.
OF P,M.M., GALLATIN COUNTY, MONTANA
CONSTRUCTION SPECIFICATIONS FOR THIS PROJECT ARE ACCORDING TO: /
EXISTING ss
1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 4th EDITION, JANUARY 1996 _ 7 w
/ / J� RIM-54.94
2. CITY OF BOZEMAN SPECIFICATIONS FOR WATER DISTRIBUTION SYSTEMS, SANITARY SEWER 'I
SYSTEMS, STORM DRAINAGE, STREET IMPROVEMENTS, STREET SIGNS. (EXCEPTIONS AND
ADDITIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS.)
4 /
/
oQ Fnd 3/4•Rebar J50<P
°F
GENERAL NOTES �//:�8 W m" �p6a�;°o°w exlsnNG'0'ss
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. }`' // - I"o h of Chor W)
4. c m CJ Fnd 3/4'Steel Rod tz
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE / t ° -\- R.P.4.0'SW of
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 7! �4 ti�ea R/W Mon.
ENGINEERING DEPARTMENT. ,70•
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE Rq /
ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. - 4
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EXISTING SSMH-e
EQUIPMENT AND MATERIALS BY THE ENGINEER. RIM-e5.55 9. \�jti F7 / •.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE FL Nw-e1.39 N /
End 5/e Rebar with YPc Drawing Date: 1/10/00
$ BEGINNING OF CONSTRUCTION. / - Y / License p Obliterated
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
g6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM VERTICAL
SEPARATION OF 1.5 FEET SHALL BE MAINTAINED BETWEEN WATER LINES AND SEWER MAINS. _
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. / \ 0 rate o s 3(I r is ABI
3 8. TRENCH BACKFILL SHALL BE TYPE A, BELOW AREAS TO BE PAVED OR AS SPECIFIED BY MONTANA PUBLIC
WORKS STD. SPECIFICATIONS. TYPE C BACKFILL MAY BE USED ELSEWHERE AS SPECIFIED BY MPWSS - JAN. 1996, OVERALL PLAN / �tw N
9. BENCHMARK: RIM OF SANITARY SEWER MANHOLE 7 SCALE: 1"=50' % o / aZ✓ AS CONSTRUCTED
ELEVATION = 4784.94 FEET (CITY OF BOZEMAN DATUM) / �° - / O, 90 1/17/04D
/
K
_P
(7
/ *4
Fnd 5/8"Rebar With 1 1/4'
/,+� 9 +9 SpP Plastic Cap(Morrison Malerle)
Ox,��tS`a"AS pA Nx19 5 b (PJ'W I�V4 MARK A.
\ ,1 9+ 4 ''1 \� CHANDLER
'4'y ► 1"A Sy'1 4'�57`5A 4 x°�� x9� �* 'l�' px9� g � xb� e VI'15 No. 951�5
0 � 1 0 pY 5 1.' 9 -
ONpO�S*8p\4, .tp11��j,0� 6 S 0"
�VPS N ,wy9 f Fy11' �t -0 �5 ``'TAAEIp
E\, E 5 0 1y6 -. � o
HOSPITALITY WAY ° -
i �0`
��� '''; Sheet 2 of 4
84 84- _ - T
Fnd 5/8'Rehar,No cap �o
A
/21
,0
g �
B +ih till B $, -�,N^/,z - `.•. _ j";l�i Fkjs N\ \ ` Or W Z
_ 104
*ImOp[F OF NE B PVCSCR-35 SS O 0.43t t46 CE CF NEW B PVL 0,f 3 LF OF NEW B PYC SAR-3S SS O 0.47t \ tW2-$f -fi
76 7B RE HYDRANT ASSDABLI _ ale s �_ R 42q,N -,' y\ 76 LF OF NEW 8"PK SDR-3S SS O t59., WITH 27.5 L.F.aT HYDRANT IEAD PI -�._ ���q� _ ft7SnNC \ ^�hA� 2�2�
`WATER UNE 1J
CROSSINGS i 40 - - u5T
Ra ipZS oq- /S6g. - 1i4y"
e'.e'.a•TEE&39 1-1-. Lo 1/per Jp Fj ,n , �� ✓ NO m
71 71 OF 8. cuss s av__-y 1 gyp• ( J a_
38.5 LF. 76FD ' U
0,00 ''0' +00 3+00 0+00 '+On .+00 3+00 OF I 1/z•COPPER MR `34? d ��
Fnd 1"o D
cuae edr _ da Steel Pipe 09 N \\ /1 N �
SANITARY SEWER PROFILE , SANITARY SEWER PROFILE 1 BEOWI/NNRSTBLOCK
R=e�° ;,;r"Ma° ■ �J
C2 SCALE C2 1"=50' VERTICAL SCALE: 1"=4' SCALE: 1"=50' or,'f-r/, VERTICAL SCALE: 1"=4' NEW oosswH In f No 4c
,.EL,. r si3ili.D1 143 LF OF NEW 8'SDR-35 SS O 0.43%ss S;rip W
.�'lE. JSp ,i 6*4 W `8 �P55 5 °G'f QE.. 27.3 LF OF
�p��A �p0 ,RppEt1 gy gad*t e`-c 'tE-�11�c\p 0V Q\ . Pvc sewER SERVICE - F „ow LOT 5
14 ,4
tlJ`'SR. 57,147 Sq Ft
66 \p1' 0L E p�,�Q\. 4 '1 �5 5�/,�"+45 H'E'OE Pt\S �. i o��, - ..+ r `v 1 C&PEF 1.1971 Acres Un O
*pOf10 Ok 51 �Sp a�'(e' 6 *0+�,.00 A v�51P55p 4x 4 5\' vt•M � ro�17"E1 -� / I `5�\TI' HDE
0 0° p< eV p`j5n'�e; e*�*c�SP�'S 0°� tik5 �seJSS f f �dp5 �,511V z6 tdB1� "ore ` r wa4 " R Z
SPA' S tPp'R" \PS S1P5 5p PS 307 _ .�_- 1 u� A vn�-I
PSo��µo ox 5 c.IRa RD ,._
�8 _ o. o.�L15 c% �e e, '� � 480 LF OF NEW 8"D.I.P.CLASS 51 WATER MAIN WL
SSN J gV pr:shy R\1Sq \0\,E �3.1a
SP ,s s a e s f P� R Q
(� ° ry V 5 'I.2 ONPv Oy %'J,. ,� 128'WITH THRUST BLOCx C1
,�S.�pc' Bl� \�' ' +pap ,..L\",{( 51,� S 0\" Pp Off. $ 11.2s-WITH THRUST BLOCK
\71 5 9 15 6V;02, ,1p 51p55\ 15 :`0.LtiBp,�WO GWOS NO�, ' Hew S9NH-2
��pp - ,.y, 2- �146 LF DF NEW 8'SDR-35 SS O 0.45%
�.\x 5 � `,IS 0\'� \�p5 �Q+' 9 �0 PO\OG iHp� 193 LF OF NEW 6'SDR-35 55 O 0.42x FNt"�Nxii.ap :�• - R-so.ao
P y �� J J P� Ax8 S�St �P LOT 2 n sE-n.ao Lj. p PI D.S. FI
VI 1P P Vb 1.P,L.0\ 1PJ'p q FL sw=n 3D ° Cr lE D.st.«t 4IRE
43.600 Sq Ft � E UtI�Ny WTH 22 L.F.OF HYDRANT LEAD PIPE r
41' 'tP 9C 1.0010 Atte 1 i1RE HYDRANT ASSEMBLY
HOSPITALITY WAY �' cF 'o.
a
\�L �H6�3, HYDRANT BARRIER POST 8•I.D.
SS ROH O7• / \ HEAVY DUTY STEEL PIPE FILLED
B+ - GRADE >z zy. �a• /{
? gyp. ]s N, / n WTH 2O00 P4 CONCRETE V 1
>rp Q'�il" 'L�",l'/ R`]/e SEE 2718 s R V.FES,DRAWING
� — �, l �—�——_ oznfi 5 REV.FEB.T996
GRADE __ z o -e. IA'
11 N
'-t W-i� --- J•. `� �'cuRe Bar 0 -_-]S ^f
�IC b1S R 2 90 7] J 1 T° I_ 21• I
-—- ♦OR_ SE sERv. 1n I ii - '' �µ`� A' o NE Bss z-3 \ -4 1� / \/1 Z
BO \ I ", ~� CROSSING '6�' i� d'!" �• � FLN-76,06 \ /
S s / O
110E 4406'\1/- I ly
Nsu noAF �I"�I ". �!✓ Fnd 3/4'Steel Rod ; yd, ^ LOT 3 a1p W CUR aox n
1 R CULR7 ^i �i / ` O �� 43,600 Sq Ft J $y^ v F�✓`I'
R.P.4.5'SW of p
7F DIP CLASS 51 WATER MAIN R/W or.
i 1\ ^,/ 10010 Acre h o
488 LF OF NEW B" tex3ssMH_4 76 LF OF NEW 8"SDR-35 SS O 1.59% r � $N ►/.mil
RIY-e3.68 /�'/
FL SE-]e.38 VY` "ST WET WELLAIFT STATION
R NE=76.45 !� �^ . TOP 8'FL -
y� 0' NEW 8•FL 75.17 17 r 3
\10'iL SE-]5.1]
V'i h, x'9eei AOT CLEV-67.56 ph,ah'Jh�^ •�� O<
\y71ySEE DETAIL 4/C2 Tsy =" LOT 4 Q
1+00 3+00 4+00 5+00 ro
WATER MAIN PROFILE sPP F�'STN Op 1.0999 Sq A.Ft O
�]2,fki� 1.0999 AoreW
3
3 nN
SCALE: 1"=50' VERTICAL SCALE: 1"=4' 7550,F CR i0`.�
O
EKISTN
3�
ROUT AROUND CONNECTION MM=84O ssM�-,
�.G sIRT - - K-ii.3]
I IFT STATION / PLACE RUBBBER COLLAR ?,g" Ft Nw-7].
fW/CLAMPS
I 8"SDR 35 SEWER MAIN
14• SEWER PIPE WATER MAIN Q4 , �jz Fnd 3/4"Rebar
O" ��il/ 6 a° O T
- 4"_FIR SERVICE LINE 1- 20 ��� o m CNST4 S p. Scale In Feet
^i �SAi�ol 0A 0 W/ 50 0 50
o�c)
c
1- �_ \��• 15 0 15
7 tiQ8' Scale IT, 110're
NOTE: o -_
�I
POLv=?-IYLENE ENCASEMENT ON ALL DUCTILE oR"4�Ty ��
�< LIFT STATION CONNECTION IRo l AND FITTINGS AS SPECIFIED. SS A.I
STA. 3+88, WATER MAIN
c2 s'ALE: NTS WATER FIRE LINE CROSSING BELOW EXISTING SEWER MAIN EXIST
135G 55MH-6
RIM.
ry'w �••)
5 FL NE-91.54
FL Nw=61.39
C2 SCALE: NTS
Drawing Date: f/f0/00
WATER NOTES
8 1, 4" FIRE SERVICE LINES SHALL BE FROM B"x8"x4" TEE WITH THRUST BLOCK SANITARY SEWER AND WATER PLAN
4" CLASS 51 D.I.P. LOCATED 6' BACK FROM PROPERTY LINE.
1"=50'
INSTALL 2" CORPORATION AT END OF 4" FOR FLUSHING & TESTING PURPOSES -GALE:
REMOVE & PLUG AFTER TESTING.
3 2. 1 1/2" DOMESTIC WATER SERVICE LINES SHALL CONNECT TO MAIN WITH AB2
q 8"x1 1/2" SERVICE SADDLE WITH CORP. STOP, 1 1/2" TYPE K COPPER
SERVICE LINE TO A 1 1/2" BALL VALVE/CURB STOP WITH CURB BOX To C
< LOCATED 6' BACK FROM PROPERTY LINE. A8 CON$f nuV
3. THE CITY OF BOZEMAN WILL MAKE THE 10" WATER MAIN TAP AT STA. 0+00 ������
'o ji97010.2
oa
F
v
I
- MARK A
Fnd 5/8"ReDar with 1 1/4' CHANDLER
Plastic Cap(Morrison Moierle) No. 931SES
•
llu,�r1 �lrrrl s4 F���;,
•� ?>r
" LEGEND
- off Sheet 3 o1 4
O� ® NEW CATCH BASIN/SUMP = Jul
tell mm ••Rr• _ NEW STREET SIGN
-_ --- - Ti EXISTING DITCH _ - - ,50• Os r NEW SroP SIGN ^ S-II- `r- - 74Pt'R • '(IIH) PROPOSED SPOT ELEVATION _
- -_ _ rn Fnd 5/8"Rebar,No cap
10'Utility EOsernent (Typ.) - _ IW 4y 1 _ EXISTING S411TARY SEWER MANHOLE
088'01'10- it C�jJ _ 8p`u � i bi GV
N'/'fir , R E%ISfINC S411TARY SEWER LINE
1•No Access Strip
0.1 1>e JOw b 1 , _ EXISTING WATER LINE "'
177.77 .91 t o / _ .,
p� O s 414.Je I/sy�j g� A�' _ _ \�6.5'O te
EX STING WATER VALVE
_ 373 r Cf \� O
SWALE -_ i h r -Nv 10,'"bar EXISTING HYDRANT ASSEMBLY
✓ls�'•�. - _ I �i /�� 9� R/iV NO"o! V-��AJ ffi •'.°`
05 `.-.-storm POD PA
1. / ' �t ♦. 'f_'`-Y1
IS5'x20'(MYD DEPTHIV DEEP \\ 'w "E`er r `1' V rN
1
BOT�5'io�P�Eos
SEE DETAIL 1 i,- t Iz
C3 / IW7S Ise,.1 53p. nry~ 7C'�t?, rrJJp i!! PJ __ NO. , _ N
LOT 1 +0.,6 i'// (i^ \e «Fna 1 s$
96,927 Sq Ft 5.91 I \ '� �t eat Fnd 1'O.D.
,6G U 2.2251 Acres SEE DETAIL 2 p \•� -� a Steel.1 RV
� e 09'N oiv/
`>y C3 go, \ I•` --_ p�Qps), /W Mon.
DRAINAGE CALCULATIONS - s RnE„TIaETPaoNae�• s t�Qe°p a
',I 11"MII DEPTH)x100S'DEEP - -
RETENTION POND NO. 1: BGT LEV='U SL BG
AREA NO. 1 96,927.8xO.068xO.55 + 393 CU FT = 4018 CU FT _ N', p a Fnd 5/8"Reba, Fr 1+•i�
USE FOND 135'x2O'x1.5' DEEP VOLUME PROVIDED: 4050 CU FT �\ _ N = LOT .5 I R.P.3.0'N of
.Oq 17•E� 1 RodM'�. ti 52.147 Sq Ft R/W Mon.
1.1971 Acree
RETENTION POND NO. 2 �9�; 0.
DRAINAGE AREA NO. 2 43,600xO.O68xO.78 = 2312 CU FT _ 1 CONSTRUCT CITY STANDARD PAVED ROAD -
p - - �• CURB AND GUTTER WITH 5.5'BOULEVARD
USE POND 80'x20'x1.5' DEEP VOLUME PROVIDED: 2400 CU FT ��eJj�o - c'- A AND 5'SIDEWALK(37'BOC to BOC) V--1
I
RETENTION POND NO. 3: �P. 9$
DRAINAGE AREA NO. 3 43,600xo.o68x0.75 = 2224 CU FT
USE POND 75'x2O'x1.5' DEEP VOLUME PROVIDED: 2250 CU FT storm P01O NO.Y LOT 2 \ TRR-50 a0Y I Frio 5/8"Rebor with 1 1/4'• Q
BO k20'(MID DEPTH)x1S'DEEP CN D.Sec `.,Plastic Cap(Survco)
: SIDE SLOPES 43,800 Sq Ft \ � '--- (E m astrwet
RETENTION POW NO. 4, BOT ELEV-80.00 1.0010 Acre `Poo �. - Eea�t�it�
o.
DRAINAGE AREA NO. 4 47,914xO.068xO.83 = 2704 CU FT ?�. ` \ 1,V
61.
USE POND 91'x20'xl.5' DEEP VOLUME PROVIDED: 2730 CU FT rO �ry� '/��j •Par3a�? 4.3!3, 76 0.2°O
RETENTION POND NO. 5: 00
DRAINAGE AREA NO. 5 52,147xO.068xOJ + 393 CU FT = 2875 CU FT , j•� P 7
�7577
USE POND 96'x2O'x1.5' DEEP VOLUME PROVIDED: 2880 CU FT
7500 �D EEP ______
j... o. 4:1 SIDE SLOPES "63 BSJ•i,
Fnd 3/4'Steel Rod ,5p BOT ELEV-81.00 °1?
R.P.4.5'
SW of
AR R/W Mon. v
FLOW DEPTH _ } t q` LOT 3 gl o
ll � _
43.600 5 Ft i u
i �OJ 1.0010 Acre
PROVIDE 5" COMPACTED i9j 1,4
TOPSOIL TO FLOW DEPTH r , '�•' s s F�
't►y`� No ro7 51
�/ti J a•o i°Po
DRAINAGE SWALE DETAIL �°° LOT 4
1.0999 Sq Ft
es
C3 S
CALE: NTS 1.0999 Acres z
of �•� m O
NEW 5' SIDEWALK ,!y"�/ �•�� REEK10 POD la 4
'•-ANCHOR LUG PLAN ✓lEW \�ti \•� •` '�'�Bl'x20'4:1MISIDEEA�ES DEEP
�r LIGHT DUTY TRENCH FRAME WITH SOLID COVER ti � �•NEENAH (SIZE. A-38", B=3/4", C=36") WITH BOT D.Ev-82.00J,
TYPE D PERMAGRIP COVER OR APPROVED EQUAL -
f �. N
B"x12" CAST IN PLACE CURB
_F__7
FLow FLOW M \ 4. Ln
O/
I'.
_ \Find 3/1'
7'x3.167'x3/4" PLATE /'tQ
> WITH SLIP-NOT SURFACE ,('�' 6 -- -75
NEW CURB AND GUTTER m 3b g lb of Choryl--- - / Steel Rod .cafe /„ /ret
Fnd 3 4. 50 5C
h of a \ R.P.4,0'SW of
a o - R/W Mon. V
15 0
* Scale In Netxry'e
C.I.P. CURB HEIGHT TO MATCH 8"x12" CAST IN PLACE CURB �y
s+. CURB AND GUTTER HEIGHT 2% TOP OF CURB 4e -
_ �y \
RNR
ETENTION POND
NEW CURB AND GUTTER �g� t, •
NEW 5' SIDEWALK \� _ - \�! __ Fnd 5/8'Reba,with YPC D'rauing Date; t/10/00
_ FLOW LINE /\ - License N Obliterated
o �4" CONCRETE SLAB E
8 `8"x12" CAST IN PLACE CURB
G CROSS SEC LION 3 n o o �B Ra330.
pIdAg7„S ' w
STORM DRAINAGE PLAN N tgte \ ABI
DRAINAGE TROUGH DETAIL _ SCALE: 1"=50' o y ab N
s c3 scALE: NTs o NOT CO T800UGTED
9O _
U
HOSPITALITY WAY S STALL NANDEW REMOVE EXISTING CONCRETE MEDIAN
INSTALL NEW CURB,CONCRETE AND ASPHALT AS REQUIRED. .�SE.OF M/M/l F
H''r1 MARK A.
3!r' 16. g0.TAPfR J'4' CHANDLER
s.a No. 951EE5
EXISpNG 1p,O.I ~W JB TAP INSTALL NEW STREET AND STOP SIGN
SLOPE SLOPE .P
-
VAR FS SIDEWALK _ SIDEWALK G PQ\�g GLASS 51 Wq
Sheet 4 of 4
6" OF 1" MINUS WASHED ROCK n d BElES6dN
Avt solL; gg� 73 �2 qCi
3" GRADE B BITUMINOUS ASPHALTIC L• V(, g��j � = �/°°
PAVEMENT COMPACTED TO 97% MARSHALL NOTES:
AS PER CITY OF BOZEMAN STANDARD 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528
AND C.O.B. STD. DWG. /02528-1.
2. SIDEWALK AS PER C.O.B. STD. DWG. #02529-10 AND #02529,
9" OF 1-1/2" MINUS CRUSHED NCIpLZ
GRAVEL BASE COURSE COMPACTED 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. (� ) Z e B
TO 959.OF AASHTO T-99 EXCAVATE TO EXISTING GRAVEL-CLAY MIX (TOPSOILING & SEEDING ON CUT& FILL AREAS ON
PROPERTY SIDE OF SIDEWALK) OR $'•
9 FEET OF PIT RUN 4(q
4 TYPICAL STREET SECTION
C4 SCALE: N75
NEW 9911H J .�3 'SBB3 S
RIM-83.41
f N W
o N ,� CONSTRUCT CITY STANDARD PAVED ROAD
�,•,�. 2 CURB AND GUTTER WITH 5.5 BOULEVARD IL�LI••II
y¢ AND 5'SIDEWALK(3T BOG)
BOC to BOG) O
' "7T(``el77 2
INST INSTALL NO PARKING SIGNI(3 TYP.)
ALL
NOTE FOR ACCEssDEPRESSEll CURB ROAD
THE WIDTH WITH PROPORTIONAL INVERT
MAY VARY TO SATISFY THE DESIGN REOUIREMENTS RIal9i �!
OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE
TO BE 1/8" TO 1/4" ABOVE EDGES OF DOUBLE GUTTER.
CROSS SECAON \ W
PotpPr&P .75) '+•1
p 5,Yqo INSTALL CITY STANDARD
• FOOT STREET SURFACE DEAD END BARRICADE
SLOPE�� NEW s 4-! -
O a�� O RIM-8462
ej O
Q NEW�H-4
VI R—El.!!
W
O
EXPANSION JOINT APPROX. E1asT WET 830, STATION PLO
TOP EIE WEIJ
EVERY 10 FEET
- -- - - - 9
FLOWLNE o ! 3Sx
LU yv lF
O p2A''7Sjjry 1"'ry
PLAN VIEW z Q�` G 70. �I
O �I
DOUBLE GUTTER DETAIL w 2�� ®osp;
5 `J
C4 SCALE: NTS
O
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eNxNb�
kN Ox�Al-1�10 NO'x61 1k 0E l 15 00 DEW
Jet. aft
Nt.'
x00s`898��8 x9A 91r01'31 V,SCF' xAT�tl'� x00
6v N s 2%.��J` ?.Ey r o os eti50 38 �� G°��'� N5►.��N ye5��,2 3 ' V� �i Q
01Ni' TV'`�, Gt' Ox�80
xN�"t GO xp�tr atM1. ,�9N
HOSPITALITY WAY HOSPITALITY WAY H08PITAL TY WAY
LE T TOC
LGRADE -- -- - -- -
- - ---
. _._—._.-. __. ---- -- GRADE Qy
—� —_---- MTV
EXISTING GRADE Fk15'77N6 CRAUt � EXiS ANG GRADE ^I
80
T � /
24•x5O'LONG CSP ARCH Drawing Date: 1/t0/00
FL S=7&23
g a 76 76
3 0+00 +.... 7+gin; 3+00 0+00 1+00 2a7 3+00 o+DO 1+00 2+00 3+0G
A
LEFT CURB PLAN AND PROFILE RIGHT CURB PLAN AND PROFILE (—,_-�STREET PLAN AND PROFILE AB4
C4 SCALE: 1"=50' VERTICAL SCALE: 1"=4' C4 SCALE: 1"=50' VERTICAL SCALE: 1"=4' C4 SCALE: 1"=50' VERTICAL SCALE: 1"=4' AS CONSTRUCTED
1/17/00
F #97010.2 _.
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