HomeMy WebLinkAboutNew Hyalite View Subdivision - Amended Block 17 AMENDED BLOCK 17 , NEW HYALITE
VIEW SUBDIVISION
WATER , SEWER & STREET IMPROVEMENTS
BOZEMAN, MONTANA
SHEET INDEX
COVER SHEET, DETAILS, VICINITY MAP
s st. SHEET 2 8" SANITARY SEWER MAIN AND 8" WATER MAIN EXTENSION
SHEET 3 FIR CREST COURT CURB AND GUTTER, STORM DRAIN LINE
I
I II
AMENDED BLOCK 17
NEW HYALITE VIEW SUB.
BOZEMAN, MONTANA
C;ENERAL NOTES
1. UNDERLFOUND .1�LDlY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
BE CONSIDERED COMPLETE, THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE. COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING
CONSTRUCTION- ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND
THE. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION,
DATED JANUARY, 1996, INCLUDING ADDENDUM No.2 (8/08/00). AND THE CITY OF V�
BOZEMAN MODIFICATIONS, MAY 1997, INCLUDING ADDENDUM No. 1 (2/19/98) AND HoII Dr. 40
ADDENDUM No. 2 (3/15/00).
NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS TYPICAL CROSS—SECTION
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER o N. Pinecrest r Or
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. P5
A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT S. Pin crest BLOCK 17 FIR CREST COURT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER y a
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.. FOR ALL EQUIPMENT AND
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO e\\ N. Cedarview e<<i
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE 6G0
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND S. Cedarview
MATERIALS BY THE ENGINEER. -- _ �'�
—30
THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL - — �� -
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. L E N. Spruce
TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION r o o t 3' ASPHALT PAVEMENT 1
OF THE CONTRACTOR. 3 06 m S. Spruce `I I I I 2z� 3x
PROJECT BENCHMARK: WEST BONNET BOLT, FIRE HYDRANT 523 ON THE
SOUTH SIDE OF NORTH PINECREST STREET. r
ELEVATION = 5000.77 (CITY OF BOZEMAN DATUM) O
6, t"-MINUS CRUSHED GRAVEL 5'WIDE SIDEWALK
-~E'i� CITY STD. CURB&GUTTER
R ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. Lomas Dr. Cherry Dr. 9.4'-MINUS SELECT SUB-BASE GRAVEL
THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING Kagy Blvd.
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH.
VICINITY MAP
NOT TO SCALE AS-BUILT DRAWING
Rocky Mountain Engineers, P.L.L.C.
l RAY H.CENTER
- - 5653 ES
Civil Engineering & Land Surveying "I*n A __
/ CISIfR
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859
UNLESS SIGNED,SEALED,AND DATED,
DRAWING FILENAME. /AS-BLT-617-NHV.d,q 08/05/02 THIS IS A PRELIMINARY DRAWING SET.
-/q-D
x I B�Ot try s000kstOH i
9'04T 1 I BL0�01 6 I b I I I VAIITE VIEW
\ �0 0 25 50 100 �� - _ ` I �. II _ — —I NEW`H �\
SCALE: 1"= 50' I—
/ �-'" 6 \
,� _ I / LAIC? I I D 25 50 100
1 + -IN T % TAPPIN / C 1M1 \ B i 2 t5
% SLEEVE W THRUST BLO K,VALVE, y. ^� t6 I SCALE: 1"= 50' BLOi 1
/ I / /� A Pao ' �` ,m ` / L0 DI
1 AND VALVE BOX. i / _ / �` �\ 1 , yl \ \ \ I ��2B 1 l
NOTE:
�`— —I�.e ai4— •10 `� — 1_ 4 TSANIANDY2St EV�NSTAFORf
/7 0� STA..48.13- NSTALLED 8',22W BEND
\ P�'Y � W/SERIES 110o GAIUG M.J.RESTRAINT DRI� `t1,, BY THE CITY OFZE AN AT THE
LVt 7 •� .$ QPpr. OWNERS EXPENSE. h
3+5.0-IN97ALED B'e 6'TEE
@� STA 0+ t.5 -INSTALLED�.6'TE t1,6 LF.8 51.9
.
`-
_ W 13.2 L- 6 D.I.PIPE.AND F \ YDRANT W AUX. VM,VE S$EMBLY a /
� �.HYDRANT w/A VALVE ASSEMBLY LOT, IEGALUG RESTRAIPa7. j \1
\V\(W/MEGALU4a�R TRAINT). �\ NC N N:F.N.N2 OW G �L\ - \ I�, $5 \� e •11, � �' \
H M FAH R W QLT. TA.1+07.50-INSTALLE 8'� 'BEND ELEV.=Z9Q3.41,CIfY OF BOZEMAN DATU \ �` V R `\
.=4964.76, OF BOZENAN,DATUM, W/SERIES 1100 NECALUC N.J.RESI7IAI(1T -i_ `� `t1
t PARCEL A - STA.1+73.76- INSTALLED 8 22'/i'` ND / ,t1 \ �,qq `\` 4b
b AL 3 �Q MMiI 2,STA- 97.79 ,1 , r h if e�C.26i
W/SERIES 1100 MEGALUC M.J.RESTRAINT' /. � AI � �'� c m T 2 _ 11 i 1 l I �C
`A -� - \ �£ "'w \ I' • 4965
NIV.IT 4954.55 S) INSTALLED NEW MANHOLE WITH /
f 8'AS7M 3034,
/ �I I PRE-CAST dONC. ASE. CONNECTED
SDR PVC PIPE ,,yg,
\ - - ` �✓ ``�'JA.� \ �� \ 1 I '�� `\ �\ TO'E%ISDN SEW MAIN 4'OUTSIDE /
Sy ' �, ` / IL-� \ OF MAN WI SMITH-BWR 441
CAST COUPI ERS.
�OT 1
.y+00 LOT 6pel
SS c` _ �I A. 2+33.9 -INI7ALED' - M _____- - \ _
If,SOLID EEVE I Mom` IA ---_ R 4/ 1.STA-0+00
\ i STA.3+A -INSTALLED - I\ I 4qr t w -494B.t
C US BLO I IV.OUT
4940.B(`In
STA 2+41.90 T INSTALLED 8',22%-BEND It ` ())
\ I W ERIES 110G NEGALUG M.J. ESTRAINT \\�,\ �\,�044. / o °�, \ INV.IN = 4940.68 N
TA + .0 -IN T D 1 N
W/SERI S 1100 MEG"q UJ�RES NNT `\ LOT 5 ``\ ` .-------_
\ X LqT 2 _ LOT 4
LOT 3 - / _ / 0 3 11 ?Bo s
\ j ��, �I f `\ for �` J,EW Sv
407.
`\ ' \�\ \ 1 '_°i.c,qt� ' •� / / \ 0b�1\A I I 0''F 5 -O �` - 9 \ A 'I
✓
g°off
g��t\3 \ I •gP4 / J ) � r \ � / / �,V \\ \\/ _J L
8" WATER MAIN 8" SANITARY SEWER MAIN
4675 I - 48
I8" WATER MAIN
487D NOTE:
STA t+26 28' FIT. — A�Esu °I`"m MAN HOLE RIM ELEVATIDN AS OF 1 04-01
NOTE, PROPOSED FINISHED GRADE STA 1+09 28' RT.
THE GROUND SURFACE SHALL BE BROUGHT FINISHED GR EXIS NG GROUND P )FILE STA V50.5 25' RT. \ STREET$ AVE NOT BEEN CONSTRUCTED.
STA b+125 L9' LT. \�
WHEN THE WATER LINE IS IN TALLIED TO PRE NT FREEZING — STA. 3+24 24' RT. i MAN HOLE RIM ELEVATI NS WILL CHANGE
OF THE MAIN WHEN FROST IN THE GROUND �� STA +24 24' LT. WHEN ADJ STED TO FI ISHED STREET GRADE.
4*SANITARY SEWER SERVICE LOCATIONS
486!. i --. -- - STA, tBS 25 STA +87 46 LT. 4865 4960 - _— _. - _- �_ _ — 43fi;i
\ STA. 0+85 INSTALLED 17' (RT) \
STA. 0+68 INSTALLED 28 (LT)
STA. 1+91 INSTALLED 57' (LT)
II MIN.
—
STA. 2+13 INSTALLED 52. (FIT) \ '�
STA. 2+38 INSTALLED 54' LT m
COVER(1YP.) ( ) \ EaISnrvG GRWrvO + '6
STA. 2+92 ]NSTALLED 40' (LT) \ /—PROFaE '$pgg
4860 - - 4860 4955
NOTE: //
NOTE: TH CITY OF OOZE AN WATER 4' SANITARY SEWER SERVICES FOR \� ;Ic
AAA A
DEPARTN T SHALL MARE THE TAP AT LOTS 7 AND 2 SHALL BE INSTALLED BY --—-�
STA.0+00 AT THE CONTR CTOR'S CLASS 51 DI THE CITY OF BOZEMAN AT THE OWNERS ozz
EXPENSE. 9�F,9 -PtPE EXPANSE.
LOT�1 _ INSTALL 45'
IdIµH' LOTI2 INSTALL 36' 19J
S Z 3 m i N j 9�'A.6, INSTALLED NEW MANHOLE WITH
m? \ PRE- CONIC. BASE. CONNECTED
a a a AS-BUILT DRAWING n Y" �Ar
TH
TO EXIST114C o N N N o w� jIkN
N SMrTH-O OF MANH E WIRWR 4 MAIN 4* T41
°r m m 33 rc � N m 33 m NOVEMBER 2001 N� SOR 3 cAsr COUPLERS.
a m •C� 3 _. m _- z 3_ w� �P T J a
Z` UN UNp
i_> EXISTING 8 VCP SANITARY
4Ba' 2 Km Z I�jg �U 13 13 4U I XY
SEWER Na.
asa 0
w �� a W w Wm J_aJ n; AS-BUILT DRAWING 8" SANITARY SEWER MAIN
�> II - a a mTl <W
i o NOVEMBER 2001
U I
V1 of N ✓1 O r7 ,D' m M', O N
0+00 1+00 2+00 3+00 4+00 3+00 2+00 1+00 0+00
DESIGN DATE: DRAWN BY: DATE DRAWING SCALES:
. Q��pDD C DD C3L50C�C3 LJ Ll W�Ull lJ (r.1L7�LI V��W
RHC 05/01/2001 AOR 01/15/2001
RH A
Rocky Mountain Engineers, P.L.L.C. REv 5 0N5 DATE CHECKED BY DATE PLAN V EW HORIZONTAL = 50' npy ryy7�� rnQOrn �IU1 J���
City Letter 8/22/01 08/30/2001 V W L•5W IA.0 4 U.1
RAY H.CENTER ' AS-BUILT 11/30/2001 CONTOUR INTERVAL: 1'
Civil Engineering & Land Surveying �C1553/ PROFILE VIEW HORIZONTAL: 1" = 50' v� dQO� 9 00 1�
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 4, `R AaVEt4'J DRAW NG FILENAME: /AS-BLT-817-NH V.dwg 2/05/2001 VERTICAL: 1" = 5'
41ND•
NEW \
v0�\1 \ C ` ., � \ I \ , \ \ 6 '. I BOGK
6 REMOVED 86.9 a '� CATCH BASIN
\ INSTALL PEDESTRIAN RAMPS.SEE LF. OF EXISTING 0 25
\ �.B.STD.DWG No.02529-8. I 7. C =a96185
M10CRGUTTER.°� SCALE: 1 50' / �\ / 1 1 f' \ ¢ 16 i
f x \ 1 0E'jE• CRCTE T =4961.09
` \` 't \ \ ,m '�'V pq AApA, \ I INV. UT 4958.58 / B�f 27 / \ 15
- TTAT 0+00 P.C. 14 1 - 57A 0+0o-P4 la 5 R \ I / ` ', I \�„ I1 ( T.O.BASE\�_ 7.83 L I BT�A1 \' /
T.O.F.ELEV.496 t.51 1 .O.C.ELFV.=a980.80 �`5 _ / `� � 1 \ �� 1 .q 1 \ \ � / �K 16 \ LOt c
i� a wA- ` - •.wA- ^.\ \ 28 25 50 100
9QLLY 4+ STRAEE+Nine sc"s'NSALc o.B. DRl \ \ t - - - ; / \ \ \ \ / OT SCALE: 1"= 50 -� _ _ �115
•' °' _ '_STANDARD DWG No.09810-1 1
l A � ° \ I
- -- ------ __- - -- - y
LbT 7 \ a DE TEN BAsiN I l �'c �� I BLo1
U N P OUTLET S UC RE SEE
+ STA 3+85.48(E)4TA 4+34.eJ(W) \ ,1� P DETAIL EL W.
STA.0+201.91- R.C. WSTALLED E,O.B. TYPE 1 STREET OUTLET,V.= 57.0 \ I
oT.O.C.ELEV.>.9 1 72 MONUMENT B012`dYig.N. 02529-J +``\INSTALLED STANDARD 36 STORM DRN ��\ TOP OF M
1�G` INLET•AND APRON. SE".Q.B. STD. ,( ELEV.=495 5 \ R�r,
�� STA o+2s.71-P.c.c. L07 8 b�G NP.. 02529-17;13.AND D271L 2 \ (
r� �I T.O.C.EIEV..4961.65 \. �\ \ + �{ , '4 INSTALLED 40 LE
+\ STA +75.87�R.R.C. / ; r 12'RCP•CLASS NI
STA. 2+55.82 PC C. T.O.C.ELEV.=4982.58 / \ �`� , 0� �. 's { T 1.01E -
PAR 1 L A T.O.C.ELEV-4963.4C '1 ` j TLET ELEV.4958.18 •.� ,�y �i- `��+ +1 \ \
STA 2+11.31-P.C.
\ ` / T.O.C.ELEV.=a98S.
STA 0+3Z 40(W) - WSTALLED STrWD D J ', -
36"STROWQRAIN NLET\AND APRQN E .� SEA 2+05.92-P.7.
C.O.B.STD DWG,N..O'2529 12.1�`AN •�' T.O.C.ELEV.=4965.6302721-2.
ELEVATIONS.SEE N9 TO(LIGHT FOR`,\1 ^1 m \� ``�O�` ` \\`�q'1` ``�` Tor '1 �QT' I BLOj N2612
\ \ STA.0+00-CATCH BASIN SfA 1+ 5.78-F.E.T.
\ OT 1 co BASIN #I N T.B.C. -�958.37 A� -
4 �_ /
LOT 6 \ `\ ` \INV.OI E =49954+35 \\\ yTA,1 f84.5 TO 1+90.5 K 12
T.Q.BASE •495a.J5 y INSTAIIIcn 4'W9DE RIP RAP 0G
`I PAD.(SEE DETAK).� B`0 25
STA`�\ v�'$\ •\ !! r TO.C.EE0V-PC..C3+7 / _ _ \ 1'
STA ANHOLE' %W926 'gY5ss
AND COVER kC
T-O-C ELEV=4965.12 C. .B.STD.DWG No (9T02 T.O.C. .4965.35 LISTED M AS-B UILT DRAWING ESTA +6961-P.C. g
LOT 5
I CAP µ
\
A
ep \ LOT 2 _ LOT 4 JUNE 2002 / BASIN
BOUNDARr I g`
LOT 3 - - / INSTALLED166', lz a:c
\
GRADE \ A1aE°1 AS-BUILT DRAWING
CLASS III PIPE AT 5.79"
JUNE 2002
BA,�IN #2 (Or
�APY \ (OT 4
r, _
NOTE,
SEED DISTURBED AREAS PER THE
SUBDI\A SION NOXIOUS WEED
/ uuY `\ MANAGEMENT AND REVEGETATION
\\ \ / \ PLAN(PRELIMINARY PLAT APPROVAL)
a980 - 4980
NOTE: ALL DI�TANCES.ELEVATIONS,
AND C�ADES ARE CAUCULATED 1 �•HIGH 40INT ELEV-1966,48 sA ii µ
AT BA K OF CURB. PVI STA-0+74 HIGH POINT STA.1+69.41 aH _N.qp2 w
PVI ELEV-4963.'S2 I I �__$1y.
1DO'� VC '1D..)]I LO POINT ELEV 4958+87 VERTICAL SLOT IN
4975 _ I_50'� VC I �VI STA-1+75 L POINT STA-3♦85.39 IN OUTLET STRUCTURE
A.O.-1.398 PVI ELEV- 4967.70 141s�c STA- 3+ 5.45 49 i5
DETENTION BASIN6*PVC+ AD._ 0.139 � PH ELEV=♦ .00 J.1 OUTLET
PIPE
B DEPTH O
K 35.774 ++ K 10.139 N AK.�89.2 DEEP END 4870�- - a87C
o
n
+$ m N Y m m +u g p I 75.000-
4970 - __ - - __ V 1`i + -
d SLOT WIDTH FOR OUTLETS OUTIFT STRLICTURL
j y5� .�i n 15"I.D.RCP SET A MINIMUM OF 12"BELOW GRADE
7 6 m 3 '•' n .N1AR m N BASIN• 4- FILL NTH CONCRETE TO ELEVATION OF BOTTOM �'�[`
+ q ~ -ams T a / OF DETENTION BASIN
+ VERTICAL SLOT(FULL HT.)FOR INLET TO STRUCTURE
4965 - - - • I -- " >yi - - 49bb 6-PVC PIPE OUTLET
241; 5 W
Z gB� Ex51NL LIIOVND rt�. _ ,r_
OUTLET DETAIL FOR DETENTION BASIN - PARCEL A PPOPOSED FINISHEC
4960 NOT TO SCALE \ :Y7 11
m rc
lVV iN \ LL11
EATC U B r U EM5 1NL oa0uo - o
11
4955
0+00 1+00 2+00 J+O(I 4+00
4980 - - -- -- - --- - 49b:: QI`
E'.� \ - 4850
PVI STA-0+96.46 HIGH JOINT ELEV-4 .72 4TSRQ° \
PM ELEV 4963.32 I HIGH POINT STA-2 17.41
A.D._ .09
u cx us Q
K 4.309 N�OAOD-2+2 LO POINT ELEV 4958.87 ^zNY `t- f
U ''C _ P V 4 LOW PDINT STA=4+34.88
4975 00 AD--8.035 'PM STA-4+ .63 49%5
48a5
AS-BUILT DRAWING �,m K_,2-446 PM A.D.V==9.2 J 00 g +tF
JUNE 2002 +^ R I I 9 MINUS RIP RAP '6 1m
4970 m - -___-_ _ -.- .Q.. cxz. -
W a . i 1
.. %
W W Ex15TING OVND !2 ♦ n /\�/\\\/\\\ ��\/\\
4 O r7. m 1.0.6
6.
2
331< 163•t\ m m UNDISTURBED SOIL 40• NI
3/4-MINUS WASHEDa-
4960 - - _ - __. _. .. RIP RAP DETAIL GRAVEL aB3o
OUTLET OF 12" STORM DRAIN 0.00 1+00 2.00
NOT TO SCALE
WEST CURB - - \�_ _ 1
_ 1 AS-BUILT DRAWING
0+00 wo . _o0 3+0o a+oo JUNE 2002
DESIGN BY: DATE: DRAM BY. DATE
y''h RHC 05/01/2001 AOR 05/16/2001 DRAWING SCALES: /1(y�(�f'sJ>r1�r1 ff-3 @@M C1S7 �l�Y LLTU 1n N9 wul� j
Rocky Mountain Engineers, P.L.L.C. p {r' REMSIONS DATE: CHECKED BY DATE PLAN VIEW: HORIZONTAL 1" = 50• 2 Ln�1L�AAJLSU JLJ �LJ V�LFSL Liu LJ L LNJr� VtJ hIL�LfF�Lry�y7LS� r7 �\J�F� �VJ�Mryy
'x RAY H.CENTER �' CITY AS'BUIILT22/°I 06/13°/2001 5%002 CONTOUR INTERVAL: 1' LYOW @mLS v @@M1V @MIE3 [.i1m wll ULSWp tdJLL/L5U1[:,1LSlt.1fl L°.1lIJLI LrL=.1\/LANJ® �J
Civil Engineering & Land Surveying ;� 5653 ES
`J' 9 Y 9 PROFILE VIEW: HORIZONTAL: 1" = 50' d a °��Qp�� Q� ��'W �40G�] °�QQ�Q� o
IST ° 13 OCR I3
1700 West Koc . r,reet, Mc t,na 59715 (406)-586-4859 4 fR A `p'p DRAW NG FILENAME: /AS-BET-NHV.dwg 08/14/2002 VERTICAL: 1" = 5 pd pQ��l Q I ] 4
aau,ND
o .