HomeMy WebLinkAboutVillard Street Development V111
CarJ 1 Ntreet Dev:/,619]p rr1e1• r1t�
_ �pNTA�' mac,
..JJJ _..►
T.
II Al E
3 ¢
W E ------- -� '� C T G E t T C C i G E Quantities
C
3 �,___________ ��� QUANTITY UNIT
Z
Detention Basin Excavation 90 CY
111co
Sn[D
ite Grading 1 L
4" Concrete Sidewalk 4046 SF
IIII
'IC 1 Asphalt Paving-West Villard 11550 SF C
Asphalt Paving-Private Drive 15060 SF L
- ------ ----- -- - - woy «----------- ;-- �' - -- - -- --- J-------- -- 8" Sewer Line 564 LF g >
------ p Manholes 3 EA a t0
-.
. . _ „ __ -- 8" Water Line 1087 LF > a
8" Valve 4 EA
---�---- --------------r -----� 6" Eft 2 Valve a =
m �a
Fireh Brant 2 EA a
Curb and Gutter 615 LF y ;;
{j III' Crushed Base Course West Villard 415 Y N
"
Type I Bedding 87 CY
I
-- ---- c T 1 E T c E ° T c G 1 E T Valle Gutter 68 LF
Lo
E E
N �
N �
Owner.
oCn
Donald E Cape Benchmarks Z
2020 Charlotte St. 3 Project Benchmark, Existing MH Rim in Intersection
Bozeman MT 59715 of Greenway Court and Villard St. (Use
(406) 582-1115 North Side of Cast Frame) Elevation=4777.89' Area Map of Bozeman SYMBOL LEGEND ° 21 is so
COB Datum =Project Datum+0.47',Based off of COB Fire
Hydrant#1010,Elevation=4788.33'and checked -411111-
t against COB Fire Hydrants 943,458,452 \\r% DIRECTION OF FLOW LEGEND
a
Greenway Court - g y 17 �' TRAFFIC DIRECTION
Fire Hydrant North, Intersection of Villard St. and Chase Way, -4776.00— EXISTING CONTOUR 44
S.E.Corner(Use Arrow Bolt),Elevation=4779.97' P PARKING AREA
HANDICAP
-4776.00- FINISHED CONTOUR �
(COB Datum) CROSS
Fire Hydrant South,Chase Way, South End @Hammer Head PROPERTY LINE
0 STATION MARKER 1
(Use Arrow Bolt),Elevation=4783.78' 1 1 1 11 1 1 1 11 T ]"'`"' CAP AND BLOCK ----- SETBACK LINE
NOTES: (COB Datum) wv --------- UTILITY EASEMENT
1. Specifications for this project are the Montana Public Works oa WATER vALVEi
Standard Specifications Fourth Edition, January. 1996 with
Addendum Number 2 Along with the City of Bozeman Table of Contents n
THRUST BLOCK — w' PROPOSED WATER LINE
'
Modifications and Addendums 1 thru 3 to said Specifications CONTROL POINT
2. Any existing or new valves which control the COB's water Sheet 1 Cover and Vicinity Map ss PROPOSED SEWER LINE
supply shall be operated by COB personnel only. y'� LIGHT POLE
3. The Contractor shall notify the Water Department a Sheet 2.0 Water Plan and Profile-Private Drive �" E m
PROPOSED ELECTRICAL SVC. a
minimum of 24 hours prior to beginning any work. Sheet 2.1 Water Plan and Profile-West Villard C HYDRANT rn _m
4. Contractor shall field-verify line and grade of existing Sheet 3 Street Plan and Profile j PROPOSED GAS SVC. @ U)
connections. Uo f DATUM Q
5. A pre-construction meeting with the contractor, engineer, Sheet 4 Sewer Plan and Profile W- T PROPOSED TELEPHONE SVC. - a
and City of Bozeman shall be held before any h Details �o IRON PIN D
work begins. C_ PROPOSED CABLE TSheet 6 9torrawater Plan .V. SVC. Q 6
Y
TA:2 .35 STA:3+26 SEW.SERV. STA:3+90 WATER SE VICE r.
0
O SET: .77 L 8x8x8 TEE STA:3+65.15
STA:2+93 8x6x8 TEE STA:3+9 .54 19t
6x8 REDUCER
•o
v
BLOW ,a'a
w "' w cK d
w WE T VILLARD - -
w L w /��/ - ------- ----- --- ---y O
/ii
2+40
3+20 3+6 4 00 --�- 4+80 5+20 5+60 6+00
2+00 E STA:2+98 - -
M
+8 1 STA:5+01.94
OFFSET:31.39 R
ARROW EV=4779.9T PAVE DRIVEWAY APPROA H u
WATER SERVICE ____-��_ ``=i�� i COB DAT PROPERTY LINE Z
LOCATION 1 " '
ST 481111
CD
3+90.0 L 4"Copper 1 ��A: 7.58 TF,R i T o f
0 50+37.5 L "Copper WA,f VR ERVICE S nn 1
50+57.6 R q"Copper i ilgr S0
c 51+33.8 R "Copper hii a i iiii
l
51+48.4 L "Copper 0�/�r iiirr
�
52+28.4 L "Copper j i iir gill i ECIL y
I lhr I I rill I 0
O
52+39.5 R "Copper �r i SI 00 N iiii I y 0
Copper
n rill 1 ' ,
ph
53+77.7 L q"Copper ryrr i G I
TER SERVICE i W r'r RVI,of
STA:514 33.79 _ STA:5 c
y 0
i Finishe I Grade u 1 1
478 R i
O 1 '
TA:53+ 4.31
C RVE TABLE 52 1 _ - NEW FIR] HYDRA T
C RVE LE GTH RADIUS eta An81 ATER SERVICE 1 i WATER SERVIC 4775 ,
STA:52+39.50 1 1 STA:52+28.38 New 8 Sewer St L 49+81 6.5 MIN BLIRY v
C 11.71 37.00 18008'15" 1 i BOP F ev--4770.44
C 45.55 87.00 30000'00" xisting G e o
i
C 45.55 87.00 30000'00"
� I
C 44.54 87.00 29020'12" 52 1 g' IP CL51 v
01
1 4770 SLOPE .73%
LENGTH 44
1
gllppCL51
�y STA:3+ 5.139 8 END C 0>
-J i3- 0 8x8x8
TER SERVICE i DATUM ELEy BOP EL V 767.5
STA:53+24.06 I pr CD4765.00
1 a NEW SE WER LINE
I44
t, 'n O, vl N vn � v1 \0 h Ci M O en N Vl M
-- 'n r- vl r- vi t- � 00 �c 00 \0 00 �0 00 r, 00 t� o0 o0 � 1 oo c 00 � oo o� o0 of 0� O O O O Cj
r` t- r-- r- t- r- r t- r` r r` t- r-- t- r` r` r r- r- r- 00 00 00 00 00
I
15 1 STA:53+77
SEE r'
a> n 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50
I I
COB I HYD i 1
SSEMBL
A:53+84.3 �4 o
ARROW BOLT =4783.78' i ti cn
B DATUM I 19 m
ND CA 1 4+
S 1 I rn
I
m
0
m
NEW 8"VALVE STA:94 43
TA:2 00.35 STA:3+26 SEW.SERV. STA:3+90 WATER SERVICE
45°BEND STA:9+40
O SET:9.77 L 8x8x8 TEE STA:3+65.15
STA:2+93 8x6x8 TEE STA:3+9 .54 °
6x8 REDUCER 19 19' MAX 45 BEND STA:9+28
514:2+86 > Cq
BLOW ] z'R
w w w v
w w w PG
w WE T VILLARD w w — " -- —-—-- �tt> tivTo-ExtsTnvi`'-$^ �5
------------------ WesLYiUud--------- STA: RIM y
w, w ---------------- "—y
— — —
yii v, voia Io 0
-4 4 , 4+80 5+20 5+6p 6+00 U 00
2+40 3+20 3+60 O° ° o
2+00 - - - °11
,1
STA:5+01.94
OFFSET:31.39 R rr
PAVE DRIVEWAY APPROA
E
ARROW BO EV=4779.97' PROPERTY LINE z
WATER SERVICE --_-c-- `� i COB DATUM
LOCATION i i;;i' =%i _ ST 48 lil o
3 3+90.0 L "Copper TER S�+�A: 7.5$ iR I"
50+37.5L "Copper f WAy;ER ERVICE S S i P iiii i m d
50+57.6 R "Copper i iy iiii i
i nu i 0
c 51+33.8 R q"Copper i �4ii s iiii i 4) L.
51+48.4 L �"Copper i �ui� I ���� � 10
�
ni [ C R
04
d �
w C a
U
Ll 41 ++
K +
N
4780 r
as w > FH Finish d Grade
-----o -- d z
wi w
00
+w O + ` I
jj -j 3 N ----- -- -_ --_ __ c,
O �
4775 X w - - _ _ ----- o u
O M H ---- ---- ----- --- v)
F � AI
N 0 MIN BU�?Y
Existi g Grade w
EX TRIG 6"WATER IN
z �
i°
4770
d k'.9 'WATE D4P p�
H cn F jAC 8" WATER DIP CL 51
+ �+ 00 c i
j STA:3+ .54 H + a
o A FIRE H DRANT 00
v 4765 K ° W
8 N `O 8x8 TEE `"
LEV=4767.5 `* w
m O GET B LOW
EW SEWER LINE
DA
b 4 60.00 ti
- CA
r rn o -- to v, v r O -• vi o0 0 0 o wi N n o 00 0 -� v en � r wi w1 i vl v, rn v, o a, -- cv cn a n o r o a Cl
1� [� r- 00 00 00 00 00 [� 00 � r- 7 n 7 �D V vi vi wi wi �/1 vl wi wiV1 �6 [�O �0 �O �C �O �O f� r - �
.3 vv vv vv vv vv vv vv vv vv vv vv vv vv vv vv vv vv vv v v v -t -r v v v v 't -t v
9
0
0 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 8+00 8+50 9100 9+50 10 00 m
C� T
ch
Pg
e+ O1
8 C
0 '
O
p� m
tl Q
G
> 2
G
W yr! fi WE TVILLARD - - - - - - - - - --- - m
W - 89---_--
rr rr - 5+20
4+804+00 5+60— 40
3+60 6+0
2+00 2+40 3+20
¢
U
Finished Grade
-� STA:5+01.94 I 4780
LI PAVE DRIVEWAY APPROACH 0. 8%APPROX
PROPERTY LINE -----
=50+35 ° - E
CD
�4 1•so s ------- ----- ----- --- -- F'riv to ri e
m
_0
n 4775
� STATIO q 50+00 P IVATE DRIVE
=24'RT STATIO 3+75.44 EST VIL LARD xisting Gr de =
G!
E
o a
,s 0
4770 d
� m
5 k 3.6 CI
L
51 �+
o DATUM ELEV
4765.00 R
�G ' � O r V Oar .-. O ' N v� M: Nq � a IO via MO MN vlM
3 r v; r v, r- �c °o �000 �c00 �c 00 r- 00 r, 00 0001 00 a; 00 a, 00a 00 0: 0+ 0 00 00
rr r- r- r- r- r- r- r- r- rr r- r- r- r- rr rr r- I-- r- I-- r- r- r- r- r00 0000 0000
00
C1 JRVE TABLE C -
C JRVE LEINGTH I RADIUS Delta Angl - 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 o
C 11.71 37.00 18008'15" -
C 45.55 87.00 30000'00" S ' 4780
C1 45.55 87.00 30000'00" 346
CA
44.54 87.00 29°20'12" s2 A est Vil ar Finished rade �
Sp
H GH POINT ELL x 4778.4 AP OX U
` IGH POINT STA ,2+70 -- 0.45%
34
B 4775 - ----- _ is
LOW POINT F LEV=47 75.31
P 2+84,6
L W POINI STA=4 60
53 00
Existi ig Grade
M n 4770 44
53 50
321 1
A 4765
N
m
%.19
-------------
-may DATUM ELEV
` = 4760.00
L
r r a o -- cn � vi r o .-. Wn 00 0 `q �o V1 N v o 00 �q -• v ri llo r a 00 't a o a 3
r- r- r 00 00 00 00 oo r 00 �6 r v r- v v v �c v D .T v vi vi vi vi vi vn vi vi vi vi vi �c vi
r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r p
rr rr rr rr trr rr rr rr rr rr rr rr rr rr rr rr rr rr
,It V It IT V a v 7 IT 7 7 � � 'T 'IT 'IT 7It 7 7 It v V V It � �T 7 V V V � V' —
m
Q
2+00 2+50 3+00 3+50 4+00 q+50 5+00 5+50 6+00
�� O
M I >
cl
_
C + r
wuj
wry 0+9 r� _-° _ h 00+8 II 00+6
�J rnr u
O - I _y >----------- -
u+-,WU W� w DUI r
�:n z z M o r i I �w N STA:5+48
cnv w -• ui00
o �. c� ` w +3' 4"SEWER SERVICE
°°a fan^^i a '� END CAP ELEV=4770.33
c O Q UI I It Q w e- .. cyi W Q 1 V
I �Zil �� N N ;`' �� NEW MHO
Milli `� to ', v "v T 3 w STA5+97.3 =
ills w u w 1- IE IN
W RIM 4776.63 E
�``'``` T � - __- - IEOUT4770.488"PVC ?
c
c
VY E Lt11V �
°•00 v o Sewer Service Line r
O0 T +
w
L N 81.3 2+00
w 5+22L 4"PVC SLOPF._0.40°1 _
x 6 o6 or il6+58L 4"PVC = _
6+68R 4"PVC d I
U a �. - STA:2+87. � y
a W Fd- O 7+SSR 4"PVC STA:5+87.38 ; a i C_ CAP 8"SE G I
z� w w 7+60L 4"PVCoo �I
MAIN S1
8+45R 4" TER PVC _____-=CRQ$ N
8+50L 4"PVC ;7 s= L ._ t. ,, > 1
9+32R 4"PVC 4)
> 9+85L 4"PVC
00 i C
1
A �xri + u
��7 > I
td uA6- 00 00
,
C7 o A/41� U a U a v oo O a
a
v �o�oN >
. - a ' 3N�r r a
fs � r _ O0 rn r 00
N[ �
f+„ x W)O I M� o `moo a� hM� ¢�
NQ Zw o 00 �o I Finish dGrade WH 0 Uo�o � o 0
Wv�i .w W o �� w r^ + ram
�+ �H ray
4780 3 d O O - '
w 0.74%
zvFi �� z � --- ----- -- vi��� Wv�iu�w o
� _ U
4775 ----- 4775 --- ------ -
E 'sting Gra a 0,40% o�
a - J_
g"P C SDR 3 8"PV SDR 35
N O LEN 87 7ul
4'
g pVC L 81.37'
8 4770 LB 123.58' SL E 0.4 ° 18" in 4770 °
h 8"PVC S R 35 W
3 SLOT F,1 45%
0>
v
8
4765 44
4765
EW WA ER LINE
a TA
3
DATUM ELEV ATUM ELEV
8 4760.00 4760.00
5 O. o0 00 r r O O N N 7 v1 O O��n O� -. V O r 7 T r "--� O O M N ,n M r 140 W i I0 0�V m
8 r � r rr 0000 odo0 0000 r °o �nr � r � � w, � vi r �o00 000 000 000 � 00 ro0 000 000 Dorn a o00 0 0 00 00 � o a� v o avl vv
r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r I- 00 00 00 00 rr rr rr rr rr o
r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r rr rr rr rr rr w
a v v v � v � v v v v v a � a v � � � c a a •� v � v v � a v v v v a � a v � v v v v v � c v v v v v �a
v
m
9
Q
8
� 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 2+00 2+50
b
v
�� Vl
R/nW R/rr
60'
30' 30'
.2.7 1 V-6" 18'6" - — 18'-6" 5' 1'
9-Y BLVD. BLVD. IDEWALI ti�
2% --2% 9"
(Typ) 2%
4:1 MP"S INTEGAL CURB 411bf,4
&GUTTER a X a
See COB Sind DWG 02528-1 PLANT MIX ASPHALT SURFACING, z
3"MIN.DEPTH o
SUBEXCAVATE TO NATIVE GRAVEL SUBGRADE CRUSHED GRAVEL II"BASE COURSE,
IN-FILL SUBGRADE W/SELECT PIT-RUN GRAVEL 9"MIN.DEPTH
OR SELECT CRUSHED GRAVEL BASE COURSE- 12"LIFT
(3"-6"MINUS MAT'L)OR AS REQ'D BY ENGINEER
FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE c
d
(INSTALL GEOTEXTILE AS REQ'D BY ENGINEER) Typical Section 1 West V i 11 and Station 2+84-4+5 6.49 C
sZ
Scale: 1/8"=1' O
_
C!
> t
Varies 3'-0" 4) -
61
t
Top of Basin Width Varies 4'-6" C
R/W R/W
- 60'— - 00000:/ g:1 00. U)
0 Basin Floor 00 00
/ o 00 000000000000000000 / M
30'— - — 30' / / lLC
16'-6" 5-8" Existing SuhgmAe u
tz >
:4-A
2% - 2%—4 Stormwater Detention Basin Detail
Scak:NTS
slim
PLANT MIX ASHPALT 4.1 PERCENTAGE BY WEIGHTPASSING SQUARE MESH SIEVES
SURFACING Sieve Size GradationSUBEXCAVATE TO NATIVE GRABGRADE 3"MIN. DEPTH 2" ve mm) 100 4-1
IN-FILL SUBGRADE W/SELECT PIT-RUN GRAVEL CRUSHED GRAVEL 1112"(37.5 mm) 95-100 W
OR SELECT CRUSHED GRAVEL BASE COURSE-12"LIFT 3/4"(19.0 mm) 35-70 0 <
(3"-6 1-"BASE COURSE, 3/8"(9.5mm) 10-30
MINUS MAT L)OR AS REQ'D BY ENGINEER �
FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE 12"MIN. DEPTH No.4(4.75 mm) 0-5
(INSTALL GEOTEXTILE AS REQ'D BY ENGINEER) U
Typical Section 1A West Villard Station 4+56.49-6+20
Scale: 1/8"=1'
A Random Rip Rap Specifications �
2 Class Weight of Stone Equivalent Percent of Total Weight
2 Spherical That Must Be Smaller Diameter' Than Given Size
10 100 Ib(45 kg)1.05 ft(320 mm) 100
N 60 Ib(27 kg)0.88 ft(270 mm) 70-90
25 Ib(11 kg)0.66 ft(200 mm) 40-60
c 21b(0.90 kg)0.27ft(80mm) 0-10
g •�
13'-5"5-6"— 13'-5" 4A
° (T}P)
:::S:IEE :1 SIDEWALK
DETAIL SHEET A 1 f4
SUBEXCAVATE TO NATIVE GRAVEL SUBGRADE PLANT MIX ASPHALT
IN-FILL SUBGRADE W/SELECT PIT-RUN GRAVEL SURFACING
3 OR SELECT CRUSHED GRAVEL BASE COURSE-12"LIFT 3"MIN.DEPTH
(3"-6"MINUS MAT'L)OR AS REQ'D BY ENGINEER CRUSHED GRAVEL 1 "BASE
FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE
(INSTALL GEOTEXTILE AS REQ'D BY ENGINEER) COURSE 9"MIN.DEPTH
0
Typical Section 2-Private Drive m
8 Scale:NTS
T
Ol '
m
N
Q -
i
EST V I��ARD - SLI FACE AWA ARFA �Icm rr
�� ♦� BUIIDINC I 0.95
u - 8�-- - - j� AR I ---------- ----------- - - >
_T_ F -- - - PAVING 2043 0.85
�i�i �► �' ► �� �.� CRAVF7. 0 Q60
CRASS 81419 40275 0.2D
- - - . - RUNOFFCOEMCIEN A
r=C TOTALS17112
3 - .A6 - ----- C FOR FWjSITE 0.20D 81418SF.
� 21�Ji I C FOR DE1r.SfIE Q547
Pond Name : Basin#3
Conic Volume • 193.7511 ft3 I. PRE-DE'VF]APEDSITERUNOFF
Area : 0.0083 ac
Rim Elevation : 4775.6 ft SrIESL.OPE 1.77 E
Bottom Elevation: 4774.5 ft M m
Pond Name : Basin#1 1 ,rrrr i- iiii i TNEOFCONCENIRATION(CHART22) 34
t
1111 I ❑ �C isVolume • 1796ft3 R F r 2
Area : 0.0349 ac; Orr Pond Name : Basin#2
r RAINFALL INRMTY t 34 MN. 0.41
RIMElevation :4777.0 ft I r,N�r un 1 Conic Volume • 1692.75 ft3 (
of m Elevation:4775.5 ft r /it/ I Area : 0.0356 ac JA=SITE ARENS.P.PER ACRE 43560 LK
1 ryrr rru I Rim Elevation : 4776.5 ft
1 qr Bottom Elevation: 4775.0 ft =
4 r 1 Nr IIll. DEVELOPED SITE RUNOFF y
t
1 �i rl NEW DRAINAGE SWALE SfIES[APE 1.51/c E
SLOPE=2.9% TRAVELDISTANCH 500 a C
1
STA:51+01.53 M EOFCONCUg1RATn0N(Q-IART22) 21 O M
1 rr 1 OFFSET:68.12 L C FOR DEVELOPED SrIE 0.55 > a
u _ _ ELEV=4776.0 L
U - -- RAINFALL RJIF]V N O @ 21 MN. 0.41 d d
�o 1 A=SITE ARFA/S.EPERACRE.43560 LK
STA:51+03.86
Lr
F 1 OFFSET:31.00 L 3
io < i RUNOFF-( ELEV=4776.94 `
U NEW SIDEWALK CHASE 0.15 CYS RUNOFF 0
o _t e rQ=GA we CFS RUNOFF 'C N
L
o Ill. REIENHON Q15 CFSRUNOFF
C I
a SBC PER CU.FT.PER RBWaRED
Q ME MN. SEC REIENTION
Grade to Drain 1 I f
2 60 0.15 1104
�� f)
m I N. REIINIION Q42 CFS RUNOFF N o
1 i U
1
,; 1 I SBC.PIIL CU.FI:PER RBQUIRI7) TrrrAl,REQUIRED
1 Co
TIME MN. SBC REiENnON REIEIVMON m u
2 60 0.42 3016 3010 ❑ cf)
I
V. PROVIDEDRFfwn0N U
1 ] BASIMI 17%CF
BASI1J112 1692 CIF ~'
Grade to Drain MSINk3 193 CIF $'
a 1 'IMAL 3681 CIFCD
I �"
o
g I I W
� 1 I
h I `
3 i f.
M ✓ qa
Grade to Drain- m
bV'7 Grade to Drain ,y
� � I
C f.R 1
M
I Cl) U
gc I co a
5 u
0
M N �
8 C O
N Q
m 'C
C
Q Y