HomeMy WebLinkAboutSimkins Residence 3 0°
BI -RAN'
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'- -- -�j- BOU ��\ NEW 2' PRIVATE FORCE MAIN - 1 1 o m
-f SAN- SEWER SERVICE, CONSTRUCTION
-- ------ so., DECK
BY OTHERS
�e o t s
ca
'1^i' t 1 I I 30 0 � 10 6C v � �
LOCATE EXIST. SERVICE LINE LOT s, E!-LL., 0 a <
RMl - HOUSE G,Rr1F•S FIRST AM-71 itV I o z
PRIOR TO CONSTRUCTION, \ I scale feet
INSTALL TEMP. WATER SERVICE REMOVE EXISTING
_ RIM 5054.62 --' -TO EXIST. RESIDENCE DURING \ AC PAVEMENT - V�VV•�V �t��V
INV 5048.4D ys \\ I U _
,�5?�• - - CONSTRUCTION IF NECESSARY -- ---- 1 I NOTE: •
I CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES
INSTALLED NEW -- \•- -- -. _ - --- I I AND DETERMINE EXACT LOCATION OF ALL UNDERGROUND 0 z m� N
T /t - UTILITIES BEFORE COMMENCING WORK. < o
-- 6� VALVE MATCH EXISTING a t n 91
\ -- STA. 0+90, REMOVE EXIST. I CURB t CUTTER x�o APPROX.LOCATION FOR DRIVEWAY soy;,-. CALL 1-500-424-5555 BEFORE YOU DIG. a
I / STA. 1+20.00 ; 6'.
- APPROACH. COORDINATE W/O /�� I o `U.
6' PLUG t THRUST BLOCK, ". "�. PNT. /2 CUL=DE-SAC PROFLE • 0 4
CONNECT NEW 6' WATERLINE - ____ ,-, -__ NEW 6' DIP pN STA 4410
\ EXTENSION .e.• _--- --- - WATERLINE PNT ---T ------ _ _ ' 0 L <
T .00 1 LT.
-__ xl- N 5001.87
STA. 0+90. SAW CUT
\ EXIST. AC PVMT. _ - - -- ----- _ -- ---- - L ---- -- 1 I - --END NEW 6" WATERLINE EXTENSION
1_ _
_ INSTALL NEW 6' PLUG, THRUST BLOCK
+E soao ���<�? _� - --- m ------ - -------- E RP. .t STD. BLOW-OFF HYD. TAPPED 2' MIN. o
_ R
THE EXISTING VALVE AT APPROX. STA. 0+80 --.-----;.''_ " N x1{T --------
MALL NEED TO BE PRESSURE TESTED PRIOR . ' -" + ---_ _DO_E 0 _ `�_ FROM END OF MAIN, TAPPING SADDLE
o. �'��'- / ,g ----- REQUIRED. SEE CITY OF BOZEMAN' •
TO CONNECTION OF THE NEW MAIN, IF VALVE o� .�!, ..,�/' J�' DR'`�.. ___ai'-i-�T6,i:/y __ RP. �'.._. STD. DWG. /02718-7. BLOW-OFF
SHOWS LEAKAGE, A NEW VALVE WILL BE �" i� ` •C �. ' �_� ------- 35•R LOCATED MIN. 3' FROM BACK OF CURB �n
REWIRED AT THE POINT OF CONNECTION' 3 % " _ - - - -
i 8 NEW 8� DIP - JS'R. W/BARRIER POSTS a'
N 460766 ice' i� O -- - WATERLINE _ + - STA. 4+87.40 Q
E 5050:83 �� � - ++ 3Oso $ ��N 5076.18 Q
STA. 4+49.40 E 5042.11 Z
I _ ' _ N 5038.63 INSTALL DEAD-END SIGNAGE PER o Q Q
/ ; 1 L\' • - E 5036.3t 'CITY OF BOZEMAN' STANDARD o
� 'MATCH EXISTING 4 LC•T �:-A, nii7Cri STA 3f36*•19'RT.3 DWG. 010-2 •
_ 70'DIA. CUL-DE-SAC
CURB t GUTTER LECLAIR'S RFARRANGFMFNT OF � ------ N 4924* 1
6.RAPS FIRST AD?iT1Ltt:
0 -� .E BOJdf (GRAVEL). GRADE
t
_ 15'R. CUL-DE-SAC AT w L
1 .. ::C•iJC• Fiiiidc REMOVE EXIST. B' PLUG t 1 �s 2%CROSS SLOPE �
THRUST BLOCK - INSTALL NEW 8' GATE VALVE t BOX, Q
STA- 0+00.00 0
EXTEND B' WATERLINE ;
CUL-DE-SAC PROFILEAPPROX. 29 LF. TO NEW STA. 4+05.00 a
1 B*x6"x6" TEE I N 4994.75 Y N
POINT DATA °W E 5029.53 • O
9 END NEW ROADWAY m
POINT #1 POINT #2 POINT #3 1R S �xo � I CONSTRUCTION o
STA. 1+36.35, 16.29' LT. STA. 1+92.43 STA. 3+26.01 I ! I CURVE DATA o
N 4727.43 N 4706.20 N 4918.21
E 4978.10 E 4987.18 E 5007.58 �T�r 1 I CURVE #1 CURVE #2 CURVE #3 CURVE #4 CURVE #5 "
INSTALL NEW 6'x22 1/2' NEW 3/4" WATER SERVICE NEW 3/4' WATER SERVICE ;
BEND t THRUST BLOCK CONNECTION CONNECTION _ PC - N 4607.66 PC - N 4692.54 PC- N 5010.66 PC- N 5D17.91 PC - N 5011.90
�• ` E 5050.83 E 5000.79 E 5050.20 E 5053.44 E 5005.77
POINT #4 POINT 5 POINT #6 \ PT - N 4692.54 PT- N 4777.73 PT - N 5017.91 PT- N 5011.90 PT- N 4997.50
74
\� E 5000.79 E 4996.00 E 5053.44 E 5005.77 E 5011.74 0
STA- 3+31.01, 10' LT. STA. 3+36.01, 10' LT. STA. 3+41.01, 10' LT. RP - N 4754.78 RP - N 4746.37 RP - N 5008.37 RP - N 5040.16 RP - N 4999.79 a
N 4923.15 N 4928.09 N 4933.03 I E 5203.37 E 5198.13 E 5065.02 E 5026.42 E 4996.91 •W
E 5008.35 E 5009.11 E 5009.87 '� R.P. /2 A- 26.53'03' G- 24 '42" A- 30'41'00' A- 273'77'47' A- 6236'46'
INSTALL NEW 6' GATE INSTALL NEW 8'x6"x6" INSTALL NEW 6" GATE 204.55' R. I R - 211.93' R - 204.55' R - 15.00' R - 35.00' R - 15.00'
VALVE t BOX TEE t THRUST BLOCK VALVE t BOX RIM 5D64.70 I+c, ,l`\ T - 50.65' T - 43.63' T - 4.12' T- 33.04' T- 9.12'
INv.5056.8e?• t R P /t I `\ I L - 99.44 L - 85.96' L - 8.03' L - 166.95' L - 16.39'
211.93' R. GO
PROFILE
Scde 1'-30' Horiz.
N° Scale 1'-5' V4rt - r
vi O
6D65 - h 6W5 �`
........... ............. ............. ....... ............. .. .. ....... ....... .."... ...........................................................:...................:.....".............:.....................................:...................:..... ...:... ...:... .. ....... ............ ............. ............. ............. ...... .. ..
f i E m C U0
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2 TF- +t<.J<
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E i i i i :EXIST. 6* i .. E10ST.`GRADE ,-
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��� RECORD M?A*WG
yQ v� , '"�5- 7°N 1
iS o o: O IQ R O:O R �i h h h h$ h x,: �: �.h h.h
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+10 2+70 3+00 3+30 3+60 3+90 4+20 0+00 0+30 0+60 0+90 1+20 of 2
w I Copyright 0 1995 HKM Associates, All Rights Reserved.
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_ - ---- -------- - \.i �N 4976.46 -_ - --
a
•
----- STA. 2+08.53 E 486023
-- '__-- N 4648.26 NEW 2'FORCE NAM NEW 2'x48'BElID ed
E 4865.54
_-` - -- NEW 2'z11 11V BQD
STA. 0+80.79 NEW 2'FOR MAN _ - a a
N 4500.40 �— �� - ~ 1 I Y
E 4890.75 - - - _ \ DECK �'�-- --- _ ---- I a°
33
NEW 2*x22 1/2'BEND �J-l-'sO4o_ DECK _-..-- 1 N�70 • I
/ END NEW 2' FORCE MAIN
STA. 0+13.96 - HOGSE -_ 1 PROVIDE 2' PLUG 1 I
N 4480.82 - _ __ _
E 4915.78 _---_ _, a�tL _ NouSE �s _ --- '-- I 3
NEWBEND-'. -
RIM 5054.82
i�s ;NV so4e.4o � � �m
----------------
STA. I I 3
0+00.00 i o
N 4457.76
E 4929.40
TIE NEW 2" FORCE MAIN
INTO EXISTING 8' SAN. o Q
z
SEWER UNE f
APPROX. INV. 5048.36 30 0 30 60 o
scale feet a
:.. :.... ....:.. ......: -:.. :.... :. PROFILE :.:::: ... ....... .........
Scale 1'-30' Noriz. ' � �� 'i' '
.. Scale 1'-5' Vert :::
SCSS __.... _ - ...............i........ _
................... .. .._ ........... ......................�...............: ................................ ... ..._............. .... ....... ..... '....... ..:.:............... ....... ....... .._. ... .... ............. .. ... ... ... .. ...
.. 5055 0p
\ ... 5050 0
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5045
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................!.........._... -....:.:.......:.E. ...y..... ........:_ _. ......._.. ........... ....... ... ........ .. ......... ................ .... ......... _ ...
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5018
... ....... _.:.. _.... ............._. ..... ......... .........
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5015
x ...................... .. ............. ... ........ �� :.... _ -... .. :... Sheet No.
_ RECORD DRA W/N G
/MORMA T/ON
.. c - i 11-97 5010
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 of 1
Copyright 0 1995 HKM Assoc ates, All Rights Reserved.