HomeMy WebLinkAboutWestfield South Subdivision Phase 1 �JAMESI A.
CLAIR DAINES RECORD DRAWINGS LEGEND °"� °UMM'"GS ''=
=mi NO. 3111ES'�
,` , �,
MD& EXISTIN DESCRIPTION
CURB &SUBDIVISION
GUTTER
CULVERT WESTFIELD SOUTH PHASE I =0 MANHOLE Z<01
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—S SANITARY SEWER BOZEMAN, MONTANA -W� WATER MAIN zz zQ
17 FIRE HYDRANT m
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SEE SHEETS 7 AND 9 ( ® INLET AND APRON Z b
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WESTFIELD SUBDIVISION - PHASE III ' O V)
-- I t MONUMENT BOX 0� o�V Y
• - ---- -- - -------- - -- - ----- f SLVERWOODDR —G GAS MAIN Z
71.77 1.31 70.7 70.04 64. 6 .80 6 16 - Z
r «L �. • .� "E--- UNDERGROUND ELECTRIC p 0Lj It! W N
R AGE --"T-'- UNDERGROUND TELEPHONE Z O Q W p
!� S 0 a w 0
l I 1 SEE SHEETS 4, 7 AND 9 D H ---CTV-- UNDERGROUND CABLE T.V. w as Z I
vil
4 6 7 } � —E— OVERHEAD ELECTRIC Q,C9 J O
P �'A a .......... } GUY WIRE & ANCHOR I W `QF
m� or l l l K 1 9 UTILITY POLE '�' w:
3
n . •® DECIDUOUS TREE
_ p SEE SHEf♦TS 2 AND 5 CONIFEROUS TREE I
0 Rye'7 PAOJECT� ---- -- --- y • a
Z
Up Up�
U
O HEDGE OR BUSH wwO 4
PHAS
vWOOD FENCE
77.04 76 7610 74. 9 wL
- SEE SHEETS 4 AND 9 m SEWER CLEANOUT
ETE TIO
80LITH P ND ty
w® BUILDING
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SEE SHEETS 3, 6 AND B BLOCK 4,, ¢¢¢ Q
NOTE: TOPSOIL STOCKPILE SHALL � ASPHALT p p
11 y g BE STABILIZED WITH A 3 FOOT
R } 2 MINIMUM HEIGHT SILT FENCE. GRAVEL
Z o BARRIER POST ml m m
— ---
--- -------- --------- ------- -- - 00
--- -�L -------- -u i PROPERTY PIN
" USA m TELEPHONE RISER
DRA E
f i HES CABLE TV RISER ~
VICINITY MAP I %o3 ELECTRICAL BOX W
I 2 3 � 1 EDGE OF ASPHALT
I 8 81.73 81.19 7 82 171. ,,,.
2 --- -- --- -- - - — - EDGE OF GRAVEL
6 I asN.ea SPOT ELEVATIONS a
13 12 Ill III 1 j 7 6 "� -3578- CONTOUR
0 100, 200' 300'
3 1 1 1 1 1 1 1 PROPERTY BOUNDARY
SCHEDULE OF DRAWINGS LOCATION MAP S C A L E F Q
SHEET NUMBER DESCRIPTION O Z
COVER FOR INSTALLATION DETAILS SEE THE FOLLOWING Y) Q w
2 STREET PAVING-FIELDSTONE GENERAL NOTES G-FIELDSTONE DR. WEST CONSTRUCTION STANDARDS: > zo w
3 STREET PAVING-CAMBRIDGE DRIVE TRAFFIC CONTROL MINIMUM STANDARD.................01570-4 FIRE HYDRANT........................................................02718-4 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES
4 STREET PAVING-PARK PLACE & OXFORD DR. URBAN WORK SITE IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING
HYDRANT BARRIER POST........................................02718-5 THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
5 SANITARY SEWER & WATER-FIELDSTONE DR. WEST TRAFFIC CONTROL MINIMUM STANDARD.................01570-5 BEGINNING EXCAVATION, L
6 SANITARY SEWER-CAMBRIDGE DRIVE ........RURAL WORK SITE STANDARD BLOW-OFF HYDRANT.................... 02718-7 2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR Q Lj.J
7 SANITARY SEWER-PARK PLACE TRAFFIC CONTROL MINIMUM STANDARD.................01570-6 TYPICAL VALVE/TEE RESTRAINT..............................02718-8 GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL x :�i >0
RURAL WORK SITE BE REMOVED OR RELOCATED BY OTHERS. LiJ
WATER MAIN CROSSING..........................................02718-9 [�8 WATER-CAMBRIDGE DRIVE N U
MANHOLE ADJUSTMENT DETAIL..............................02213-1 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES O
9 WATER-PARK PLACE & OXFORD DRIVE WATER SERVICE......................................................02719-1 PRIOR N BEGINNING TRENCH EXCAVATION TO INSURE
MANHOLE ADJUSTMENT DETAIL TYPE 11.................02213-1A 36" STANDARD STORM DRAIN INLET.....................02721-2 CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY O m
WATER VALVE ADJUSTMENT DETAIL....................... 02213-2 THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TOREINFORCED CONCRETE PIPE................................02721-4 EXCAVATION,
INTEGRAL CONCRETE CURB & GU17ER.................02528-1 0-RING GASKET JOINT Q
STANDARD FILLET............................. SANITARY SEWER AND STORM DRAIN MANHOLE 4. CITY OF BOZEMAN "WATER/SEWER SUPERINTENDENT" a
.....................02529-2 SHALL DETERMINE THE FIELD LOCATION OF ALL WYE (_]
STANDARD STRAIGHT MANHOLE..............................02722-2 BRANCHES.
PEDESTRIAN RAMP FOR THE HANDICAPPED........,,02529-8 41
INLET APRON PLAN................................................02529-12 PRECAST MANHOLE BASES....................................02722-4 5. EXISTING FITTINGS ARE SHOWN AND BASED ON DATA E-
48", 54, 60", 72" FURNISHED BY THE OWNER. THE CONTRACTOR SHALL
BENCHMARK: CONCRETE APRON SECTIONS FOR CURB INLET....02529-13 BE RESPONSIBLE FOR EXCAVATING FITTINGS AND W
SECTION OR DETAIL SANITARY SEWER CLEANOUT..................................02722-9 CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW
FIRE HYDRANT ON FIELDSTONE DRIVE DESIGNATION SYMBOL WATER AND SEWER MAIN SEPARATION..................02713-2 FITTINGS.
SANITARY SEWER SERVICE LINE.............................02724-1
(EAST SIDE) BETWEEN LEXINGTON DRIVE WATER & SEWER MAIN AND SERVICE...................02713-4
AND PARK PLACE - NORTHWEST 6. REINFORCED CONCRETE CULVERT LENGTHS CALLED OUT
CONSTRUCTION BOLT ELEV. = 4974.57' 3 SHEET NUMBER WHERE LOCATION STANDARDS STORM DRAIN DEBRIS RACK..................................02724-3 THROUGH THESE PLANS INCLUDE THE FLARED END
SECTION OR DETAIL THRUST BLOCKING FOR WATER MAIN VALVES.......02718-1 SIGN INSTALLATION STANDARDS.............................09810-1 SECTIONS SHEET NO.
IS SHOWN
HYDRANT LOCATION DETAIL....................................02718-3 DEAD END BARRICADE DETAIL...............................09810-2 i
B9419-1A.DWGSHEETS I
w oOl1T,Ati`
Z (11 m EXISTING GROUND w EXISTING GROUND =� JAMEl A,
�> - 3 UMMINGS
� o Q,�a DITCH 3 NO. 3111 ES
NOTE: REMOVED EXISTING "DEAD END" 0 50' 100' 150' z -_� 2'
SIGN AT THE INTERSECTION OF LEXINGTON W u Om - II�jI -----------
AND V S ,'
FIELDSTONE DRIVE WEST (RETURN U I 1 1 1 1 1 I I oz �(,� (iio -- q:1-------r------y--zi ---- AR1eS VPR1E ••,,'�44 ���.`:
TO CITY OF BOZEMAN) a S C A L E U (� 9rn I I „
wNa
BLOCK 2 Z BLOCK 3 z. °� Z BLOCK 5 U,,,, Zoo
Y = pm N maOJ]`^ �_ +e o 2' FLAT BOTTOM V-BOTTOM r I �� z0a
2 2 �m 8I W U �F m 2 �NI� oz-
U W OC W aV1� nlm (��_
Z , , Ma ; / N ms ,� TYPICAL DITCH DETAILS 1 oZ zz Q
NO SCALE
S I Il I j 3 30' / / I 2 m m x F-
N� I I 00 �� 1 I �1 I 60 / ¢pow U1�J
> I z F' I I / / / I SAW COT EXISTING O J
+ + I r �� ^ i �� 1 / ll i r PROPERTY LINE 12" 60" PAVEMENT I 1" a
,�I I / / I EXISTIN MATCHED EXISTING I Z m
--- I FIE ONE EST/� /TOC 80.73 / I / a ASPHALT r°_7; .NA.; GRADE �I UII �7 OU Q
' hM ?t, :? ol� Y
Z ' rl I SLOPE 1 4" PER FOOT TO STREET ti _:i .�y
i.
1 STA 7+0f�RESET 1 ` 't - .r .,.r Z' Q
—W 5 I 6 I EXISTING BARRICADE 1 �`` r �_r - x ^,°;:;.;.` o W w
I ! NO CRO Y ZZI Z O N
1 11 1 N 1 2 d Q W m
I 1 ! L of Z I
OF
COMPACTED GRAVEL BASE '^ a
N - -- -- -- -- -- ---- - -----L 4" MIN. THICKNESS I Z
/ W_
T°° B°.' B 6 TYPICAL SIDEWALK DETAIL 2 R o W�Y�
<9� \ NO SCALE ANEW ND GUTTER CURB 1/2 ��LU0�
I S b 21, 1 3 '� 4 6� l 2 2CROWN E- 0 a-1
4--� I _
z �.', I *NOTE: START TAPER AT
z z z S 9 -�2 o a a END OF CONCRETE CURB ix af�
n p o T o+ u w o z o WHEN EXISTING O O O
o� o � oIn �°C� ou N' a o w �o c=j`�=� 'n PAVEMENT IS 15' OR 0 N V)
wow o� gk° �?a < N07E�. u Gz o <py 16" I_ LESS. zo w o o
N� �� �y� 9w� z� m 3a .• r
p o aw w W o 11 1. DROP CURB TO BE BUILT ON CURB S _gym _ '�� _ V
Z w RETURNS AT ALL STREET INTERSECTIONS u N> -o o STOP (';:=�:; 45' I 5
p? OUP�,,, o op� ,�ow� ,��ip FOR FUTURE HANDICAP RAMPS (PER woo I:�i is mom~ 2._O. ?=;�: _., io •GULL u
ors o�Q +o`�avlmz o58+ m _ CITY OF BOZEMAN STANDARDS) < + w 0 a0c>o b --+`:`:•.'
+�cw ��a zwoz OWN
Nc`�cc-33I N `�` w ig ma �zW MIN. g v�i '
¢zo a� 9`n� aa aY 2. STOP SIGNS AND STREET SIGNS SHALL '¢ a i ¢i ,^,� ¢ � rn b m Q
w oz r-w �tao rw � z°d BE LOCATED PER PROJECT ENGINEERS a� p Ho xo `� I Q Q 4
riiox 1-nua C-546 a �. w� w lion u�u z Inu r�o {-nw...> �- z
DIRECTIONS. m SURFACE COURSE
ASPHALT CURB
0 a o z r THICKNESS VARIES
0.11 z PLAN VIEW
G TYPICAL STREET APPROACH 4 mmm
a�m W* 2 PLATES
M1 a66 1 4�x xSTEEL TO POST NO SCALE
4980 3 1 2" CONCRETE I--
MIN.
FINISH D GRADE 1.39% o
V) EXISTING ROADWAY SURFACE.
1,_p" GRADE TO MATCH NEW PAVEMENT W
a NOTE: SEE CITY OF BOZEMAN APPROXIMATELY A 46 ANGLE h COMPACT.
¢ STANDARD NO. 09610-1
1_3% [NOTE: ENTERUNE ROFILE G w U Z TYPICAL SIGN DETAIL 0 Ir MINK CURB (RIG AND TOPB (LEFT) U z NO SCALE o o
EXIST R WAY 7XISTtN3GRADE
r >
4970 � Y ASPHALT SURFACE
m P 5' B° ap° Z Q w W
w yG O Z
50' BASE COURSE MATERIAL SUBGRADE Q
o SUBBASE COURSE MATERIAL I--I Q LL
F PENRUNE PROFIL FIELD ONE IVE W ST Z Z
2N ASPHALT HEADER DETAIL 5 Q Q
_ NO SCALE r1
�� O r?r u�M qO nr Ind Iq00 Ind NN 01(m nr / '�' .. 0
^cv ^"i n17 r, n ^In n� rr rr oo5 r°i price 006 Z Z W
�� 't� 't a� �`t �� �� �� �� < Q O
PROPERTY LINE
1+00 2+00 3+00 4+00 5+00 6+00 7+00 6' 3T-0" 11'-6" E--1 W n
2'-0" PROFILE GRADE - 2'-0" FINISH GRADE = N
PROPERTY LINEJ O-9" CENTERLINE OF STREET TOP OF CURB O C W 0
EXISTING GROUND AT m
CENTERLINE (TYPICAL) 1/4" PER FT. 1/4" PER FT 3'1 W LLJ
ID Q
FINISHED GRADE AT }� 4'-0' NOTE: FOR CONCRETE a V)
CENTERLINE (TYPICAL)
6" CROWN - BROKEN SIDEWALK LOCATIONS W
NEW CONCRETE CURB & GUTTER 0 CENTER LINE SEE DETAILe
2 E-
3" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS)
BITUMINOUS PRIME COAT 3" CRUSHED BASE GRAVEL COURSE 1" MINUS
7' SELECT UNCRUSHED GRAVEL COURSE - 3" MINUS
TYPICAL STREET SECTION 9 sHEEr NO,
NO SCALE
B9419-1B.DWGSHEETS
92 TC 78.81 CONSTRUCTED 240 S.F.R/W R/W OF ASPHALT +
SIDEWALK �'� '\ -
60' (SOUTH 3rd AVE I '+3r CUMMN S
�� 7g.gg (\ CONSTRUCTED 395 S.F. ?p�r1 N0. 3111ES e
0- TOP OF CAMBRIDGE DR.
N SIDEWALK RT END
`� A
76.85 OF PROPERTY
4:1 SLOPE HSIDEWALK FILL 92 LF OF 18� RCP ` 76.17 49Zs
FL 4980.09 �.,
w WITH F.E.T.S. 4gj - -------
y o oN 80 : DETAIL LOOKING N 78.81 B• \ \ rnl U Z
Wes O,
III
zz z0 z ` T; �Q
NI I z
Q G o� w a FL 4979.12 EXISTING DITCH 6-/ a Z p
w� = 6 FLOW LINE 1 \ e�� / I C/1 N�S-
z0 n� z � Z � CULVERT DETAIL 3 1 7i28 '` % W zz zz
U -U v? w rr SEE DETAIL ` L /
TC 82.63 m o rn o W� 3 , TC 8.6 2, FtAT Bf>ff0M
Gi 0= \ I NEW DRAINAGE \ , DITCH $EE DETAIL O Go I ]J
1 Q w $ 3 DITCHES SEE 1 % I w
1 J I m o z I 1 DETAIL rr N
PROPOSED 8' I I - _? _[n T Z a
nU< I 1 TC 76.81
WATER MAIN
i t I I II 1 1 w l I 20' 1 n 0 J
i I ILL-1 �Il\ 10 9 S 1 2 0 50, 100, 150, < �U a
DETAIL 1 Y
t �s1 eb - CAMBRI E DRIVE � I I I I I I I I SCALE I 3 U z
% 0 40' 80' 120' o Z Q
Li
\� \ 1'g7s/ ,-" ( I I I I I I w W w
I \2 --- -��-- S C A L E a�^� 70 Q W O
'--— BLOCK II / ¢in a W m
ILL \ /
ooa Zv1
Pb ` z 4 5 ��� � \\ i / 0 Z
\ w �� ^ \ /// 8 Z Qwp
' I C 82. • • \ sg \ 11 �� 18" J CP CR* CULVERT e W H ZZ I_
AN�CURB I LETS SEE DET I Q y-
w 8
jraW
�� _ i I E-a ulnj
I i I III 6 ♦ n _ 3:1 SLOP
0 U
w _ g -s \ �\ r PARK PI�E 9 N U o U\�^� -'C / Z w w w
*,I S PE 1 \ O
z wJN m x w �o rm 11 / - �^ �1 66.75 \�,..,i - S
a a oW `gym U okm o \\--\- / } / j,^ 4 \\\ S `��\ 6 'o I Ld
4970
wn � z 6 w \` / w
w Wywwz z< c�im m^3 0x1 a 1� \\ /) Y i \ \\ 1^ I GTE
c=i a at n n wm z � w Zz Nz �i o S T 6 ��� 71.00 �\ 11 j DCIC / i Q�¢Q O
o Z3 �a�g M0 Z �� ~� \ \ BASI '
S~i c=i Nrca nw 0 rn�z Nz woo ^i o;; °'�'NF -- �\ 2 ^�^ y 9fi ' 9
±O+r ±�o ±p�¢ wJ a ON CURB
N n ri n rJ` +a + �- 1 RETURNS. DROP RAT ALL B TO STREETINTERSECTIONS \� �_ i Y'>->
a w w <z m z a 9 w ^Ix 1p 1°m a= FOR FUTURE HANDICAP RAMPS (PER �:1 SLOPE � oD Q1 m
v~i a uwi t �n o vwi �n ij o <u �o r I G 0 n� �� G� �z 3 CITY OF BOZEMAN STANDARDS) -- 3 49j5 - 70. j •
2. STOP SIGNS AND STREET SIGNS SHALL 1 140't '
BE LOCATED PER PROJECT ENGINEERS _____
PVI STA = 2+00 DIRECTIONS. \\
PVI ELEV = 4980.93 73.00 II CONSTRUCTED APPRO'X"w',TELY /
100.00, VC - w 1 500 ILF OF 2' FIAJ�BOTTOM / U�
DITCH. SEE D��W 'FEW BARRICADE
4990 +m 4990 g \\ j
o o +0 rn E1OF'CURB
E: CENTERLI E PROFILE RAREej
N a `�a OF CURB IGHT) AND OP �Gp" 5- �^ I
II II (LEFTS
bi w a I 20
74.00
50' I / d ; _ N o z
�1 a FINISHED RADE 1O w 00 m G E 78.1 1 / w
m m em mm 3:1 LOPE 1 /
7 .00 1 i / Q
1 2 1\ >
4980 FO GRADES SEE AN
` �n a NF- ins ------
O
------- ------- -
u ---- - - DfTCH EXISTING GR UNf� 498E CADR VE�E 74.70i. — >
I - _ _% _ Q
—�---- -- — Q (L LLW
Z 075.00 /i w �D - 0
0 CENTS LINE P OFILE AMBRID E DRIV :1 SLOPE FL 75.28\ 11 ' Q LW Of
.00
w. U z a \\ ) / // --- -\\ W
a rn \ ' - �\
4970 m ? Z^ 4970 CONSTRUCTED PROXIMATELY / o � NO Q
z 0D m w m 58 LF OF 2' F k\BOTTOM \ / "� U
mw II o DITCH SEE DET \ m
0 J l\vp'C/1
U U1i d \
Or N N N 0?O1 t\^ u'1 r7 r7 �-M O O� O M M BLOCK 5 `i'- 1 u> 7.00 -_-4980_ �\ Q
r7 N O O.- 01 01 m O) Or 0] n n c0 [O n a0
coao co mao 000000 00o r-- �°' ^rn rn �°' ^r- r n �
`�Or O) 01 Ol O) 0�i Obi Obi rn O7 O^i Ori m W O) O� O m m 1pm \ \ LOCAN N OF
d,� d d d d- d st d' d •t 78.00 \ �.I F R 18' RCP F-�
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 \ 9\ I t �GLVE 6 E-I
W
EXISTING GROUND AT
CENTERLINE (TYPICAL) STORMWATER DETENTION BASIN DETAIL 2
FINISHED GRADE AT 0 50' 100, 150, 3
CENTERLINE (TYPICAL) I I I I I I SHEET N0.
SCALE
B9419-1 C.OWG SHEETS
m aav
�,-- JAMES
�i CUMMINGS Ey,'
NOTEzU- CD =�1N0. 3111ES;�=
W1. DROP CURB TO BE BUILT ON CURB a �m o �rE "�°0 � I N LSLVERWOOD ✓T�•
w RETURNS AT ALL STREET INTERSECTIONS € oE� > o o `'•.,�8�' *�,.•O,
a FOR FUTURE HANDICAP RAMPS (PER G #o 0�z rn +w
o CITY OF BOZEMAN STANDARDS) it ? u w a m v v o e o 15
2. STOP SIGNS AND STREET SIGNS SHALL Ii U oh
a o z z�J m�n 0 F�i "00 �m "W I � QZ O
Q w BE LOCATED PER PROJECT ENGINEERS o ' o� a'so�2 aoNV, °� a+ po �IO1 Z QOI
N DIRECTIONS, ��w +r +fro +r,Yv7 m o +� ¢ I f--i ��Q
W w rzk OG ^o�w ^��o �W aJv 5m N" OK-
0O BLOCK 2 ���R N o m�a � coil m o n c=i NOTE: REGRADED WAGONWHEEL ROAD DITCH m (/1 I
z o SEE DEf p Z Z
I Z
F- o iy10 � �� � z r-+Q 3
�� 4 3 4 6 7 ae 7 Qmam �"►-
W �= z I O RCP,—INSTALLED
WITH 13F.E 112" X 22 IV)
p O Q
S p Ld
REPLACE 15 S_Y. ASPHALT Z a
RK PA PLACE SEE DET x Z V)
2 E a�^° 000 000 0 0 0 a 0 :E <�O
CENTERUNE CURVE
• �I Y
BLOCK 1 i 22'0. TC 73.43 ' ADJUSTED BY UTILITY HCOMPAN PONE LINE TO BE Q o Z E
L = 67.95'
\ \ \ of w
`\ -' 9Q W O
k acr
Np. WIn
W IL Z I
I % \ 9 ID Q w - TELEPHONE MANHOLE p p Q V)
3
c 3 ` s II •� _- INSTALLED 13 1/2" X 22" ARCH �i Z Q W 0
I 2 / ' RCP WITH F.E.T.S. (CLASS IV) liZ
s 6 4970 U / SEE DIET I W In
+ 0 O_ / / 2 O w03
BLOCK 3 0 96 / o O e x m a w
CIE E- c�m�
X H Q ul O D U
Oo 6 00 D' O zwoo
N Z z V _
�o o z rc o Y w v z ix: O
age :1
o�m mNNzu n� o wn N STAB BUILT F o N
��00 °+'o Xv�6 0 Nzz AP RAMP I TC 73.97 o m 8 ¢ W
a zm zo nu jl ov) f=v�iwo OQ T 3.97 I z �w 7d' oz c=.� a W
y, mmU O ~OOC m Ha ILl
8�w 02 n ~N2 b^Y 0�000 O_O N n x rN OX aO UN � r Q Q Q
L� �m r n v coo �^µz� ; �ov z� zo naw z a
�n�o cif m� a��J a� �iiw� < �i Gia ox Z m ("n rz <oI� ow a V d I
r0 z��z �- z o CENTERLINE CURVE DATA o w^ z zw Ci LLry w'ji mm < N �/
�_Um- 'm RA �Ufn zo m o m0 C�i ��U �cmiw w 'Oh- Q ' I
= 93'20'29" x o tt
¢o �Z ==cFi "'� z No ago u�ioS am
R = 150.00' + 0z X
L 244.37' a^ z� m�-vwiaz I-rime nuo ? w o m m m
a _ -' +� +�
o z w "a w ^w a w CENTERLINE CURVE DATA
LOW POINT ELEV = 4970.82 `Oo N o a n¢ a N 0= 2627'40"
0 50' 100' 150' LOW POINT STA = 7+35.21 m v p rn W m rn o R= 372.19' -
PVI STA = 7+50 a g X a A m a n z
L = 169.54'
1 1 1 1 1 1 C A L EI I PVI ELEV = 4970.50 920 �i wA �nnA a W
U�
100.00, VC x
�GPv 5 w L1J
4980 o w 4980 4980 N 4980 a
8.2 50' x
n
n r I Q
a g+
m a 1•i
FlNI HED GRADE
n 'x Q
0.58R
FINISHE 0.4 9. -0.489. z
GRADE 1.84% , �D Q CD,.00x O Z z LO
4970 3 4970 4970 w 4970 O Q 0
EXISTI 4G GROUND W o v EXISTIN GROUND c
9 m
w =N �GP 5' > a�� 0
r w a d U� z W z
NOTE: CENTE RLINE PROFII E GRADE = m CL n 50' a NO CENTERLI E PROFILEE o a r-I Q LW 9 OP OF C` (RIGHT) D TOP a e o TOP OF CURB (RIGHT) AND z i
OF CURB FT) as o OF CURB (LEFT) w Q W Ll.�
4960 2�wU 0+
N 4960 4960 4960+ + U+
a mv� Oil LgUL
C17 r• b U N �rnn � Mt 1a0
.0 T Ib �K) m� 0 � � �� O a0 O �M N6 d'd NN O opNp 0 �
^ t if] M �N r) I,-•-I
Q
^
� t
� a �O m rn rn rn O � T 4 4 -
� O
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1+00 2+00 3+00 4+00 5+00
CENTERLINE PROFILE- PARK PLACE CENTERLINE PROFILE -OXFORD DRIVE W
EXISTING GROUND AT EXISTING GROUND AT
CENTERLINE (TYPICAL) CENTERLINE (TYPICAL)
FINISHED 9 SHEET GRADE AT FINISHED GRADE AT NO.
CENTERLINE (TYPICAL) CENTERLINE (TYPICAL)
B9419-1 O.DWG SHEETS
NOTES
Z BETWE
1. N A MINIMUM OF 18" VERTICAL SEPARATION '�
BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND JAMES A.=c= CUMMINGS 5s=
WATER LINE CROSSING. =be N0. 3111 ES
0 50' 100, 150, Z SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. j
N col
I I I I S C A L E I 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF N Air:
�',�gR t �,Aa°•
COVER, EXCEPT WHERE NOTED OTHERWISE. o
�0 0 50' 100, 150' I I azp
4. EXISTING WATER LINE VALVE LOCATED AT STATION 1+05
SHALL BE TESTED PRIOR TO CONNECTION TO FUTURE zo I I I m°' I U QO
y WESTFIELD SOUTH WATER LINE. r; o Z FFI
oz �B m t7,
S C A L E '� H Z0Q
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ATER LINEPROFILE-FIE LDST E DRW WESTSEWER UNE PROR -FIE ONEWEST
1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
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B9419-1 E.DWG SHEETS 5
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c�3 J�� p CUMMINCS 1�=
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I P 5' RCP PIPE M m 03
\ 10 _I 1 LOWER PORTION OF
49801 i ---- S 4980 .. ;' �'�� t RCP
FL=4978.29 I L FL-76.58 `----- ------_ --- 1 2 .. ,f_ CONCRETE FILLET ~
SEE DETAILS AND
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NO SCALE 6
9 SHEET N0,
89419-1J.DWGSHEETS 6
a n 0 Tr'�,u
z z ?*t JAM ES A\#j
m =�t CUMMINGS
w (�
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}_ mJ ..•�" o �rm- I,I'OF1'.."na
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FI3
0Zz BLO 20 NaF 2Z-0 + 10 (TYP) C0 o me3 6 e 7 o, • mFL 65.59 F-
TYP
OO 1i PARK P E 8 NEW 8" SANITARY SEWER
2 o c O _1n
COMPACTED GRAVEL Z an
-+µ 0BLOK\ 1 BACKFILL
50 -d U
FL 5 Qp
I I I I I I I y
\� I 1 i /' S C A L E MATERIAL OUT I Z l7 Z
NEW 18" CROSS CULVERT 0 Qi?1
3 --�� 1 a -------- - 3 0 Q W O
11` i Z��\4 3 4 5 n 6 \� FL66.75 `� //1� 0 •� •. ofwd Zm
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SEE SHEET NO. 5 B1,(�K 3 1 496 / OXFORD DRIVE a —Z awp
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STA 9+40, B" PLUG CONCRETE SADDLE DETAIL o ��
4980 4980 scNO 7 w
TYPE1 E I N Q G¢ O
TY BACKFi E A BACKFI ,y o 0 0
1 ' 1
FINISHED EXI INGOT - b0 P _ _ - — m m m
4970 GRADE GRO ND - - a
_ 4970
BUIL CONCRETE
SEE DETAIL 1 1:1:31% _- --
7 W
0.40% $P
0.40% 101 L 8" PIPE SD
R t
290 LF 8 S PIPE SDR 35 35 SD 35
310 8" PIPE DR 35 GPv 5'
4960 ozw n 3w 3 n zv zv a z 50, 4960
=maDo
i i ri ui ri ri a a �vi ui M i vi ID m
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RQP CULVERT AT 1.0%HINSTALLED 0 LF OF OXFORD D NE A ONWHEEL ROAD OGPv 5 U) I__ LiJ
13 1/2"X " ARCH Z
4980 SLO E W F.E.T.S. 50, 4980 1r-+ O w
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 EXISTING GROUND INSTALL D 36 LF O Q
l�
13 1/ X22' ARCH
EXISTING I RCP CI.LVERT AT 0. 2% I--� }-
12" CMP SLOPE ITH F.E.T.S. I
SEWER LINE PROFILE - PARK PLACE A ._ U1____, FL 71.16 EXISTIN s, cMP Q Q y
------ - - - - - _ _ _ - _-FL .94 W Q
4970 --- ----- - -- 4970 hD 0 (n
FL 73.28 FL 7 .36 ----- O m
� FL�69.1�2j7
FL 0.20
E RADED APP ON REGRADED APPROX Q
72.5 LF OF RE RADED APPRON, 86 OF `--+
V BOTTOM DIT H 31 LF OF V-BOrDM DITCH
V BOTTOM DIT H Czl
4960 4960 EI
1+00 2+00 3+00 4+00 U1
*GAS LINE AND TELEPHONE LINE TO BE
ADJUSTED BY UTILITY COMPANIES.
WAGONWHEEL ROAD DITCH PROFILE 2
NOTE: PROFILE LOOKING WEST 9 SHEET NO.
B9419-1 F.DWG SHEETS
11 1
N
PARK PLACE ti'''SEE SHEET NO 9
a A \�?
SEE SHEEP N0. 9 =� JAMES CUMMINGS i�E
W NOTES 'I NO. 3t 11ES j
,< x OXFORD DRIVE fs
o w 0 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION
r �C+ of BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND 0
0
o �� 4i m >v WATER LINE CROSSING. mm // '.,,,el V�',•°�
= z
w L R"S 2. SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. b�// j 4980 4980
0 0 x INSTALLED (10) 3/4" WATER xn.r y 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF m rn V ZZO
z 0 boOO SERVICES to w x0 COVER, EXCEPT WHERE NOTED OTHERWISE. TYRE 2 EXCAVA 10N FOQ
w m Nmm �og� �mm +r; i� 1 - - PE A BACK LL N�� 1-+ ZOZp
v=i Q N + v+ Z Nam? 00/ / p FINISHED GRACE GP" 5' I.m ��i V1�7
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0 50' 100, 150' rn 3 �n 3 �n ZF ; % �n3 - - EXISTING GROUND w1 Z Z
s 1 1 1 1 1 1 1 1 "�5�� I W - 50' Qmm
o SCALE n -_ z -'�� QO L O�J
3w m $ � o I i c0.r 4970 4970 Vt w
to I I I 11 I 1 1 7' n 3 n Y _'o i/ j/ x z U)i
W I I 11 1 I Y II X t< I \ 1 + CENTERLINE F U I J
in
1 N 1 , i EXIST PIPE 4962.E ' Q 1)Q
$� I I I Z I n 10 E 8 7 1 ; �" / I ol�
I p / _ a (CONTRALTO VERIFY) I Y
a I III in i \� �n Ci BPo 1\ �1\ i� i �n so - I Z z Q
w J W Q,W
z0
kA_ �3I I 3 4 \7 3/� 9 ----- 10 o w0
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I 1 0 1 1 1 / -- I z z
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�\ ` r �/ STALLED 2 LF B" PIP > X Z�Wo
�S I 11 1 \ w ' 71k-
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w I 111 I I I CK V I _ _ \\ 11 , i/ Z %' 00.
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0 I I >Z �+ \ \ / b° o p o 0 0+00 1+00 2+00 3+00 z w w w
�y�` 1QL U 0on
a I IIrJJ >o coi w �4 SEE DETAILxe a 2 i °�'$m x + � wa in
Z Z `� 3 3 ,� � o WAC3ONWHEEL ROAD WATER LINE PROFILE s
,fl / ------- - p 4
coj3fs,xcYi -mx0 o �\ 1 �" - 498D-g-�� a0Z 0
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4990
LS?3F3� 4990
TYPE1 EXCAVAT IN }}
mmm
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1 2 GP 5'
FINISHED SEE DETAI 3 � 3 �
GRADE
4980 a - --
50' 4980 �
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1d EXI G OUNDzzz
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N r
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4970 = U m 0 4970 O z W
0 0 A l+33 TO 12+47 >> m o0 I-
0 INSTALLED 1114 F 8" PIPE > z Q
CLASS 51 .I. � O
+�S + +R + + + + + + +
W W
�D z Q
Q
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 m
W
CAMBRIDGE_DRIVE WATER LINE PROFILE � N
O U
60, m
4975 11.5 18.5' 18.5' s Q
DETENTION BASIN PARK PLACE
FL 66.4E rt FL 66.04 SEC ON END W
4970 NOTE: GRADE APPROXIMATELY 220 LF OF E'I
FL 66.75 FL 65.71 2' FLAT BOTTOM DITCH AT f 0.5% TO U)
18" RCP CLASS III (SLOPE AT 1.27L) DAYLIGHT (THIS SIDE OF CROSS CULVERT -
CONTRACTOR TO FIELD VERIFY)
4965
FLARED END SECTION NEW CURB INLET 2 2
WITH DEBRIS RACK SEE DETAIL 6 CROSS CULVERT D ETA I L NEW CURB INLET
SEE DETAIL
SEE CITY OF BOZEMAN 6 SHEET N0.
STANDARD 02724-3 SCALE 1"-5' O ^
NOTE: CROSS SECTION L, X
LOOKING WEST VVV
89419-1 I.DWG SHEETS
NOTES
1. MAINTAIN A MINIMUM OF 10" VERTICAL SEPARATION -
BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND t CI
1 I 1 i 1
='.lei N0. 31 ES ?
WATER LINE CROSSING. -y_l
2. SEE PROFILES FOR CLASS OF PIPE AND FffTINGS.
�
W 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF
3 COVER, EXCEPT WHERE NOTED OTHERWISE. STA 2+95. CONNECTED TO QZ
4. STA. 6+07 TO 7+97 DEFLECT WATER MAIN AT JOINTS I EXISTING CROSS Lo L� Z00
w v v TO FIT CURVE - STA. 7+87 TO 9+17 DEFLECT WATER L31 I 7 Z FF-
o MAIN AT JOINTS TO FIT CURVE. °a N I r-� ZZ
Jtv m CENTERLINE OF SILVERWOOD DR. o-o
>o >oLi x PIPE ELEV 4962.68' '1 t` (/] �N
W w a a INSTALLED (15) 3/4" WATER SERVICES '-o o VVpp U Z Z Q
Z Z OGL Xa 64, I.
Zo EXISTING 18" CMP W.61
ZZ Q 3
w m 0 50' 100, 150'
Q " W LL w
~ U_ �$� �10 a4r �moJ �aGi mN I I I I I Qom J J
(!) w o m v i m ao m r om �o
+w + � n� i ��� a�xz x 5 C ALE W
J h o �� '� o n a a
W ax a�m a w�\ n m aZm m a wm c� vi a: FL=4959.55 SOUTH Z
ILLV~11A rii 3� {�ii�fi 3 m m �n 3� 16 N m B►+�J\.71 2 m J
UN 9.> N y� °o c> STA 2+90. 8" GATE VALVE U
()"o _ 2 3 4 S 6 7 1 Wy ?O O THRUST�OLOCK BOX & CONCRETE p U 2
_ JI N \\ \ �\ /\\ o / / e°j wO STA 1+88 TO 2+65 REMOVED 1y.�
` W ` AND REPLACED 47 S.Y. OF ASPHALT Z>O Q W N
n PARK LACE \ �. /° i /' 0 0 0 0 o o o 0 0 0 0 o I <En w m
M B/ / STA 1+33, 8" GATE VALVE w a Z I
\ 3 4 6 • / W/VALVE BOX h CONCRETE p O Q -N
i / �� • THRUST BLOCK U J Z
B . 1 1 -- -- 1 0 �1 '� 1 �� — 1 -- i �� \ vi i Yg7nv STA 1+11. 8"XB" TEE i HQQN_
W/CONCRETE THRUST BLOCK I W03
rcaW
TELEPHONE MANHOLE 0 I F C9 V1J
3 1 1
1 2 3 \\4` S 6 1 11 / 1z� �� r NOTE: SEE WAGONWHEEL ROAD c�i U U
e�S \`\ n ( 4970 / �/ \ WATERLINE PROFILE SHEET NO 8 N L L L
10 a ° D BLOCK 3 D 10 STA 8+95968 GATE VALVE _ - Ln rnI
SEE SHEET NO. 5 M 11 n u II W/VALVE BOX h CONCRETE w
THRUST BLOCK j / v / STA 0+60, B" PLUG
STA 9+17, B" 22 1/2' BEND \ / w W/CONCRETE THRUST BLOCK
W/CONCRETE THRUST BLOCK \ - w F' - INSTALLED CHLORINATION/AIR O
/ ✓ m o RELEASE CORPORATION 2 FEET e
STA 9+22, 8"XB' TEE / >Z o FROM PLUG i qI
W/CONCRETE THRUST BLOCK,- o u 0 I
Lj cn 00i t"x z O
STA 9+56, 8" GATE VALVE Ci o 00 0 x U z
/ O �� J J m O IZ }}}
W/VALVE BOX k CONCRETE % o >= m �m mm 0]m m
THRUST BLOCK �+ +>N �. W
m Nm �� +
SEE SHEET NO. 8 i
0 laoo t-ZL m
U m J
N +>m +�YU +U Z TWTn
j J O O V 1
LIJ
F i
d I m
it Q
4980 4980 " 4980 Q Q
IYPE 1 EXCAVATION TYPE 1 EX VATION N O Q O
TYPE A BAC FILL TYPE A CKFILL
z
-EXISTGROUIND GRADENG NSHE --- ---- n Q O 0
FINISHED °� W
z m - GROUND Km GRADE Q Q
4970 _ _ 4970 J 4970
W W
Z Q
� C
W (v W � O Q
Pv 5' 0 STA1+12 TO +72 Pv 5' O m
Cj STA D 8 TO 9 56 m o
GJ INSTAL ED 845 LF PIPE INSTA CLASS 51� PIPE GJ
4960 " Lass 51 D.I Q Y
z 50' o o 4960 z 0FOI 50' z 4960
0> wk' wk m > m > 0* m Q
WATERLINE PROFILE-PARK PLACE N N m WA RUNE PROR -OX
M 17 �O 1� m W N N N M a m I�
++ + + + + + +�11 + + ++ + + + +
r�
V 1
W
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1+00 2+00 3+00 4+00 5+00
9 SHEET N0.
B9419-1 G.DWG SHEETS