HomeMy WebLinkAboutWestfield Subdivision Phase 3 �ONTq'i�rr
JAMES A.
CU � -
311 1 F$
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f NGENERAL NOTES LEGEND
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• I s '� is 1 EXISTING NEW DESCRIPTION a d Y F J
a ` 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WII" _ O J J
a IN "�� \ IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING ASPHALTIC PAVEMENT o o m 0 p a
THE EXACT LOCATION OF ALL EXISTING UTILITIES
a CONCRETE CURB =Z �
uw.o+ BEFORE BEGINNING EXCAVATION. p a
.� F__---__� CULVERT U Y
2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR
o - 9 � GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL — 0 MANHOLE u
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BE REMOVED OR RELOCATED BY OTHERS -- S 9 SANITARY SEWER Z TE
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i r. J•-- -~ 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES M 6— WATER MAIN 3 Q w W 0
PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE - — 1) FIRE HYDRANT a� W a W m
i d I CROSSING CLEARANCE. THE CONTRACTOR SHALL O O < 'Z N
NOTIFY THE BOZEMAN PUBLIC WORKS DEPT. PRIOR TO VALVE - J
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EXCAVATION. Gf GAS MAIN QZ4w
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4. ENGINEER SHALL DETERMINE THE FIELD LOCATION OF E— UNDERGROUND POWER CABLE QY
ALL WYE BRANCHES. - UNDERGROUND TELEPHONE = wo
.T_T :aTEL.-- CABLE �N
p
R.O.W. LINE NNE
744
_ ��� 5 EXISTING FITTINGS ARE SHOWN AND BASED ON DATA - CENTER LINE o �00
"-'u�`_ - -- - 'L� ems••—•r �i, �1 �u: :L�� '_� _(- _ -
rr �.-• 1 ,k FURNISHED BY THE OWNER. THE CONTRACTOR SHALL _- GROUND PROFILE
BE RESPONSIBLE FOR EXCAVATING FITTINGS AND
FINISH GRADE IN PROFILE
T' ' CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW
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tY:�„� iT T �.i 1 I 1 I�� _y ��f UTILITY LINE IN PROFILE
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n 1T.^i .T � �`�. FITTINGS. o Q o
` JI 1.1.1L':1 1J.1. _1.l I � ter,` 1 � � rp. � Ry �~'� I.�,r� UTILITIES THIS CONTRACT SHOWN IP
ON OTHER SHEETS.
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.1 1 1':PIT�Li:I IL a m p l.,. "�d cn ��tl 'ri �`3 • PROPERTY PIN m w m
SMALL TREES
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BENCHMARK: FIRE HYDRANT AT NORTHEAST CORNER OF
GRAF ST. AND SOUTH 3RD AVE. Q
�. .., / ELEVATION: 4952.40
'ImAl E. TOP FLfZA/GE BOLT, STFIMPEO ~ z
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%� ,•' PROJECT Q
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SHEET NO.
\• SHEETS y
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0 50' 100' 150' DAMES A.ti#�
CUMMINGS
I I I I I I I =��1 N0. 3t 11ES '
-; '. ',A_
N STA. 0+00 u
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EXIST M.H.
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a
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STA. 0+25
CONNECT TO EXIST PIPE ISILVERWOOD DRIVE
FL=60.9 F.L. = 59.71 -_
0+35 I }
LOT 1 !1_ P FENCE 3 S 8 c
II6a
60 0+75 3 m J N
II
FL=61.3 'D'C Z w w cJ�,I Z O
d= �_ �m� 41 1
II I II N� �� BLOCK 2 �, �� oo> i z zz
LOT 2 II- II a 15' 3 o*�o � I I N
>II III '� (TYP.) oo�m I I U a
o II 1 II LOT 1 LOT 2 LOT S o n o n LOT 5 e n LOT 6 n LOT 7 o LOT 8 n I z a0 a0 10 ' z a g w wI O z x Q
II GI+ n LOT 4 8 o n°�° 1 w� LOT 9 n LOT 10 n o LOT 1 1 b+ LOT 12 n O N 11 d to Q m m -
J+ J+ + J+ + J+ J+ +
J J
FL=61.6 II �m �m �r n �� �N 4a O In ��v �'_ �o _ Q � p0�1 J
1+95 w I �l _ _ _ _ x 1 1
ZII 1 �`---- — --- --- --- — __ ___ LLJ
,. LOT 3 0 - -- - -- - -- -- =1 _ - — ---- -- -- ---- -- - I x_ -- - == == - == =- —== =- -- 0 I Z
pll I I p w Q 0�
X w11 1 I I I I I LEXINGTON I DRIVE I I ---- I - ---- I --- Q awl ova
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n o 0 o m o; U m,n m o �o I an I C) ���
al FL=61.9 FL=61.9 ,o n ,o n ,o n ,o n n �D n �n n a '� '�n II'D II iO 3 Ina W I w> W W w
+ n LOT 10 + LOT 12 + 3 z o w N
II 2+75 Jla utD II°u Ilo III Jln II a II+ I +
2+73 LnII I LOT 1 LOT 2 + LOT 3 J+ LOT 4 + LOT 5 + LOT 6 + LOT 7 + LOT 8 LOT 9 n N LOT 1 1 o (� O Q
zi au10 �m
LOT 4 wl III �n �r is o tl� �a Z O
0- — ooa UjZN
II 11 0 Qw�
IIII IIII STA. 0+00 TO STA. 0+10 I IaI w w
REMOVE AND REPLACE O z
T PAVEMENT. o6 S.Y. ASPHAL wFL=62.2
3+55 III BLOCK 3 A CITY OF BOZEMAN STREETI�I�I
II CUT PERMIT WILL BE REQUIRED o 10 i
LOT 5 SILVERWOOD DRIVE 21 al0 I
NOTE: 29-4" SERVICES (THIS SHEET) T
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STA. 4+00 0 0I 0I 0'AA nl I i
M.H. 5 n �l
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F.L. = 0
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10' STUBB ��N
cd
0.4% GRADE w w w
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TYP 2 EX
CAV ION }I}II
TY E A BACK ILL
mmm
TYP 1 EXCA TION TYRE 1 EXCA ATION
TYPE A BAC ILL PE A BAC FILL
r-1
5'
W
50'
75 � 75 CY
75 Q' Q
Q W
e\� EXISTING ROUND �� ~
G� FINISHED GRADE ��� 4970 O O LLJ
4970
B F
------ �o
m FINISHED GRADE - ---- - 6�' --_-- - --- z
—-- - -- ---- --- --- J 65 Q Q
6 _ - Q U) w z
r Q
10000 F - 0.400% 49 0 o.a00% of 4960 Q Q
49 VC 0% m
SDR 35 P C 0.4 0% W
315 L.F 8" PIPE 315 L.F. 8" PIPE DR 35 P I"1
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315 L F. 8" PIP SDR 3 PVC 55 H
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55 7 N
W
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SHEET N0.
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4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 2
-24- H T
IN S
0 50' 100, 150'
1il�=
REMOVE AND RESET EXISTING t ES
STA o
FIRE HYDRANT AND AUXILIARY
EXIST OM.OHO GATE VALVE 5 L.F. 6" PIPE
GIRD FLANGE = 65.50
Nfuo+t8.s SILVERW000 DRIVE
STA. 0+35 GATE VALVE
LOT 1 I I II CONNECT TO EXIST PIPE
0+58.6 I II 0+58.6 S 8
POLE F CE
II I II > 00
II 1f m N 0`
I II o rn 00 rn 3 V
II w p + +t
III JJ II zm
14 JI II 00 00 a d
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LOT 2 II I II �o N On a
1+38.6 II I +u+ BLOCK 2 Q CENTERED = O I I a Z
Ilw I II N�^ LOT 3 LOT 4 a LOT 5 LOT 6 LOT 7 LOT 8 t a LOT 9 LOT 10 LOT 11 ON LOT LOT 12 N al I zz 0
II? II Qw a LOT 1 LOT 2 � < I (TYP) Z
II p I II c~il 3 V~i °f a rn rn rn rn a e z l _ n NI I ..-I z Z
II w l II + nm o r N e N + a l + ,^+ ri I cv1 O
II Z,I II 0 + ++ m n + ,i a p�I r+i N + o .Q �I i 4
ll pl' o v 3
LOT 3 110 I =__ ___, __ _ -- _ _ -- ---_ _ ____ _ - ___ __�__ - __ __ ____ __$__ __ ==1===== ==1=== �loZ xQ
_ _-- _�_ _$ -- ==1 - _* _4_-
2+18.6 -- ----- -- ---- --- -- - )� LLJ o�ml
II� i ---- -- j� o �- - ----- -- LEXINGTON DRIVE.-0 � ---- --� ---- r II ----- _ ----- - - w
==k===== _ ______ __ _____ __I=====_ -_ __ ----- _ _____ _ _____ _ _____ 3 lj x�a
O 113 �/ N n m z I I 0 cn
rn a m rn m rn rn rn ay N O awl
JL JI < m o N i n If a + + 3 ..Ina call�j CJ Y
+ + + + + + + + Q + N 0 3 I
I 0 LOT 1 rn m m n m n zI n O I j Z Z z
L0T2 986 I STA. 2+58.6 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 0 LOT 9 ENT LOT LOT 10 LOT 11 LOT i; O i�o W LLJ�w
1 6 ' II t}Jr tnlelAtJ EC rn (TYP) �> cz.�0 Q z o
II
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II I II d ' ooa Zn
11 w
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BLOCK 3 `~" w a
LOT 5 � II STA. 3+86 0,T w I I �`z
3+78.6 II ��3~ >I�131 x ¢Y
0 WG-z SILVERWOOD DRIVE >I 01 Ora
N On
STA. 4+00 Z a a v o 1 F c7
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NOTE: INSTALL CONCRETE THRUST BLOCKS V�40F¢ oCL f�0
AT ALL WATER LINE FITTINGS AND <I<(XI
FIRE HYDRANTS.
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TYPE 1 EXCAVATION N p
A A KILL INSTALL 29-3/4" WATER SERVICES (THIS SHEET) p
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X E ISTING GROUND w "WATER SERVICE MAIN TAPS SHALL BE A
p > MINIMUM OF 18" APART"
m --- ,—FINISHED GRADE Q
Li w w O
__ > F
4970 > _ w 4970 �of oal
> - 3 I I
6
�I I
� iO o
l
65 a ZO 65 m m m
Ln
o z
t0 N X N t0 5'
bi w a J 0-
4960 n w w w cw , V a o 4960
.5 r-t
z p x STA. 0+3 TO STA. +00 z SO' 0-4
z X 1-4
C° D 365 L.F. " PIPE. p V)>
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X Q
>o � 3 nw>O 00 Q� 1 �V+ + > + > U2
4 3 2 1 0 F�1
rloT Ih16T.lLl..�s.D Ill
aQ
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TYPE 1 EXCAVA ION z
TYP A BACK ILL O Z
FINIS ED RADE 4970 V)4970 Z� O
y w
65 UD W
EXISTING ROUND N
fi 6 4960
4 w Q m
w W
�T
w o > o z S5 -
55 m -
w a-
^ O w a-i
STA. 0 18 TO ST 1 1+1 1.38 O o W
> Q
1094 .F. 6" PIP 00 In
p
V \ mod¢ II II x
z 3 a� w z� w
z z =
> x(WO= 0
00 a " Lw > 2w O 3
00 > o op w
• � N ae�� o � � _ a SHEET N0.
4
11 10 9 8 7 6 5 4 3 2 1 0 3
4-W. W SHEETS
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c 7% JAMES A.\=
�` CUMMINGS
NO. 3111ES e
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0 50' 100' 150,
• I I I I I I I ,,,,,,,
R W
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+J
> STA. 3+00 TO STA. 3+76
~oo 50 S.Y. PAVEMENT
REPLACEMENT v
3
SOUTH 3rd. AVENUE
W 8 8,. STA. 1+05, 8" VALVE
10 w STA. 6+78 R W W
x > 8' X 6' TEE d 15' o0
a PLUG TO SOUTH d d
ao
000 w 00 CONNECTS TO �ja Lj z o
+ a EXISTING 6' PIPE de3 a
la BLOCK 1 �i�� i Z z Z
CONCRETE THRUST ao TrF9 WESTRIDGE DRIVE miLn
BLOCK I o n 3
00 .1 rn cn A 'I W,10" wl zz z Z z
8" PLUG + WESTFIELD SUBDIVISION WESTFIEL SUBDIVISION 2� a m m x a
PHASE II I HASE o 0 u_ U1 J
�6" PIPE 6" PIPE j I Z Q.
O-
11 1/4' VERTICAL BEND 11 1/4' VERTICAL BEND 4 �I�I I OY
I
6+84, REMOVE EXISTING PLUG I o Q
*6+84 REMOVE EXISTING CAP * I C I Z a
AND CONNECT TO EXISTING 6" PIPE ; AND CONNECT TO EXISTING 6" PIPE mwLj (�w
WITH MECHANICAL JOINT ,,,j ��J WITH STANDARD PIPE INSTALLATION 3 Li
Q Z O
E a-(EXISTING) �m
SOLIDSLEEVE COUPLING m
*CAPPED END *HUB END WITH PLUG Q w J
(EXISTING) (EXISTING) oo a Z
CN L z
* NOTE: CONTRACTOR SHALL EXCAVATE AND VERIFY WHICH zl;l I x w o
CONDITION EXISTS IN THE FIELD AND MAKE APPROPIATE �i F Ira
CONNECTION.
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NOTE:
o uI I
cal I I
INSTALL CONCRETE THRUST BLOCKS ty'of�
AT ALL WATER LINE FITTINGS 0 N N
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ui
rnm
a a a
�I�I
CIA I
• mmm
Co m
5'
4970
4970 W
TYPE 1 EXCAVA ION TYP 2 EXC. PE 1 EXCAVATION 50'
TYPE A BACK LL PE BACKFIL TYPE A B CKFILL ►•er
65 65 a Z
FINISH 3RZE y Q
OZ
4960 4960 (%� O
0
W
IPE Q
55 55 (� Q
U) W
4950 N
4950 Q 0
a STA. 1+ 0 TO STA. 6+85 a m
x 585 L.F 8" PIPE W
o
m
x E-
o J
J
Z
W J J
> U X
Occ N
+ + o ^ SHEET No.
7 6 5 4 3 2 1 0 4
9 4-W1. HEETS