HomeMy WebLinkAboutKountz Trailer Court 00 0 0000 0 0
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O�oG�ooGo�, C�oaoLaaL�
GENERAL NOTES
1. UNDERGROUND UTILITY 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. OVERALL SEWER LINE LAYOUT
2. EXISTING SEPTIC TANK SIZES, EXACT LOCATIONS, AND TANK ORIENTATIONS
NOT TO SCALE
ARE UNKNOWN. THE TANK LIDS (AS SHOWN) WERE FIELD SURVEYED.
THE ACTUAL LENGTH OF 4" SERVICE LINE REQUIRED TO CONNECT THE
EXISTING SANITARY LINES TO THE NEW MAIN WILL VARY, DEPENDING UPON
THE AMOUNT OF SERVICE LINE DAMAGED DURING SEPTIC TANK REMOVALS.
THE CONTRACTOR SHALL REMOVE THE EXISTING SERVICE LINE UPSTREAM
OF ALL REMOVED SEPTIC TANKS TO THE FIRST UNDAMAGED PIPE JOINT.
SLEEVED CONNECTIONS WILL NOT BE ALLOWED FOR SERVICE LINE TIE-INS.
:VAIN' LINE - SEE SHEET 1
3. THE LOCATION OF THE EXISTING WATER LINES SHOULD BE CONSIDERED VERY
APPROXIMATE. THE LOCATIONS AS SHOWN WERE TAKEN FROM A SCHEMATIC w
Z
DIAGRAM PROVIDED BY THE KOONTZ TRAILER COURT MANAGER. THE ACTUAL Q /H71GHWAY
WATER LINE LOCATIONS MAY VARY CONSIDERABLEY FROM THOSE SHOWN. IF
THE ACTUAL LOCATIONS VARY HORIZONTALLY OR VERTICALLY, THE CONTRACTOR Z 191 -- aasnNc wnTAxr seicR
SHALL RAISE OR LOWER THE EXISTING WATER LINE (AS NECESSARY) TO COMPLY O - - r — - —---L WITH THE PROJECT SPECIFICATIONS AND CITY OF BOZEMAN STANDARD DRAWING
NO. 02713-2 TO MAINTAIN THE MINIMUM REQUIRED HORIZONTAL AND VERTICAL LATERAL A2 - SEE SHEET 5
SEPARATIONS. Uj
4. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND VALLEY UNIT SUBDIVISION
r
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THIRD EDITION, VALLEY COMMONS
OCTOBER 1988, WITH ADDENDUM NUMBER 1, AUGUST 1991, AND THE CITY
OF BOZEMAN MODIFICATIONS DATED AUGUST, 1994.
5. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS HIGHWAY 191 HUFFINE LANE -
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER LATERAL A - SEE SHEET 5
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. KOUNTZ
6. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT TRAILER
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER I I
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND OOU
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO I I I I I I
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND I I
MATERIALS BY THE ENGINEER. OPN PV I I
A' LINE - SEE SHEET 2
7. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST I I I
24 HOURS PRIOR TO BEGINNING CONSTRUCTION. Q F PFtMF'RS
B. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION O
OF THE CONTRACTOR. a (
9. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 703 AT CI
THE NORTHEAST CORNER OF FERGUSON LANE AND FALLON AVENUE. {
0 0 y I 7
ELEVATION = 4819.08 (CITY OF BOZEMAN DATUM) z OTi1 I I I o
10. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. O �1 ^(� Ii II I LATERAL A4 - SEE SHEET 5
11. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISTING ASPHALT REMOVED
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS. 0
O
12. INSTALLATION OF THE NEW 8` DIA. PVC SEWER LINES WILL DISTURB EXISTING
DRAINFIELD LINES. THE CONTRACTOR SHALL COORDINATE WITH A SEPTIC TANK
PUMPING SERVICE TO ENSURE ADEQUATE SEPTIC TANK CAPACITY UNTIL THE
TANK IS REMOVED AND THE EXISTING SERVICE LINE CONNECTED TO THE MAIN.
THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO THE ENGINEER TO I I B' NE SEE SHEET 3
ALLOW FOR SEWER MAIN INSPECTIONS AND TESTING PRIOR TO SERVICE CONNECTIONS.
THE REASON FOR THE FAILED TESTS SHALL BE IDENTIFIED AND CORRECTED,
AND SUCCESSFUL RETESTING SHALL OCCUR PRIOR TO ESTABLISHING THE STUCKY ROAD
SERVICE CONNECTION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
'C' LINE SEE SHEET 4
ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
14. ALL PVC SANITARY SEWER PIPE AND SERVICE LINES SHALL BE CLASS SDR 35.
VICI(`I'TY MAP U
NOT TO SCALE
TRAILER COURT BOUNDARY
LEGEND
Q EXISTING SHED(TO BE RELOCATED AS NEEDED) E— EXISTING TRAILER
EXISTING CULVERT M
_ _.. PROPOSED TRAILER
APPROX.LOCATION TEL LINE/PULLBOX
_. APPROX.LOCATION GAS LINE/METER DECIDUOUS TREE/BUSH A S-BUILT DRAWING S
APPROX.LOCATION CAN LINE COVER SHEET
-„-; CONIFEROUS TREE/BUSH -HEDGE 1 - 'MAIN' LINE PLAN & PROFILE
-
' O GUY PARE LOCATION OT EXISTING SEPTIC TANK(LID LOCATION) Rocky Mountain Engineers 2 'A' LINE PLAN & PROFILE
-----------------0 OVERHEAD ELEC.LINE/POLE �� PROPOSED SAN.SEWER MANHOLE/LINE B 3- ' ' LINE PLAN & PROFILE
Civil Engineering & Land Surveying 4 - 'C' LINE PLAN & PROFILE
{} OVERHEAD LIGHT POLE >~ PROPOSED STORM DRAINAGE FLOW DIRECTION
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859
—.— EXISTING FENCE EXISTING/PROPOSED TRAFFIC FLOW DIRECTION 5 - LATERAL LINES (A2, A 3, & A 4)
UNLESS SIGNED,SEALED,AND DATED, 7 ��
DRAWING FILENAME: /663-TLPG.DWG 11/20/96 THIS IS A PRELIMINARY DRAWNG SET. -/s
GUY WIRE TO BE REMOVED (U.S. H WY. 191) EXISTING MH-3
AND RE-INSTALLED AFTER STA. 7+31.50
CONSTRUCTION-COORDINATE INSTALL MH-4
WITH MONTANA POWER CO. STA.1D+15.38 INSTALL 8'x8'14'WYE(LT) STA. 8+46.09 EXISTING
8" PVC SAN.
INSTALL MH-6 SEWER LINE x
APPROX.LOCATION U DERGRO�NO FL ECTRIC(TYp.) LOCATION\ '
STA. 12+92.31
INSTALL MH-5
NOTE: CONTRACTOR SHALL REPAVE ALL AREAS OF STA. 11+30.27
ASPHALT REMOVED DURING SEWER LINE INSTALLATION MATCH EXISTING PAVEMENT THICKNESS ---- - --� ------ 1 - 4 NOTE STATIONING FOR THE SEWER MAIN
lwzo's7• vp } --- F
1.
N \ I ° 11 \ IS A CONTINUATION OF THE STATIONING
POLE To AL SUPPORTED DURING SEWER o 0 0 0 - I SHOWN ON THE AS-BUILT DRAWINGS OF
LINE INSTALLATION-COORDINATE WITH O Y O L J MONTANA POWER COMPANY I g o \ I APP OX LOCATION UNDERGROUND CAS(TYPJ 29'4011 STA. 8+ 0.15 - BEGIN PIPE I STALLATION\ THE SEWER MAIN EXTENSION ACROSS
13 97,20,37• _STA.11470.27 INSTALL 3'STUB(SOUTH ee'se's2' END OF XISTING e" PVC PIPE \ HIGHWAY 191, PREPARED BY ROCKY
WITH 9'.9'.4•WYE \ REMOVE LUG
MOUNTAIN\ U / -' ANUARY 23, 1996. DATED
STA.13r31.58 25.5'L IN ALL 4'.4 4' `.- I \
WYE CLEANOUT k CO N C TO --.J -
EMS WER_SER E /
STA 1+32.82(34.9'L S ALL 4'. .4" STA.10+15 .4.t LT /�
STA.13+53.D2 38.5'i RT I WYE CLEANOUT k CONNE T TO PUMP OUT EXI G SEPTIC /
PUMP OUT E%ISTNC SEPTIC I EXISTI G SEWER SERVICE L1NN TANK AND FILL LETELY
TANK AND FILL COMPLETELY STA.11♦44.76 35.0-L LT WITH CRUSHED ROCK - \
WITH CRUSHED ROCK I I I I I PUMP OUT EXISTING SEPTIC \ INSTALL APPROX.37 L. IAATCH IJNE - S E S 2 / /
TANKS AND FILL COMPLETELY OF 4"PVC SERVICE PIPE �J /
WITH CRUSHED ROCK- I /\ I\ FROM MAIN O 2.007E MIN. _
STA.13+48.31 INSTALL 8"18"x4'WYE L INSTALL APPROX,40 LE-t \ GRADE k CONNECT TO
_ I� OF 4"PVC SERVICE PIPE -EXISTING SEWER S ERVIC NE E LI - -�
WITH APPROX.23.2'4•PVC SERVICE PIPE O FROM STUB WYE O 2.00%
2.00%MIN.GRADE k CONNECT TO BUILDING SERVICE LINE I MINIMUM GRADE
14 00 I \
INSTALL MH-7
STA. 14+81.89 ApPRO%.LOCATION UNDERGROUND GAS(TYPi}� S
r I • I J / � //� � \
SA.14+ .1 9f,RT I
PUMP OUT EMSTNG SEPTIC II O
TANK AND FILL COMPLETELY '
WITH CRUSH L9'18'35
CRUSHED ROCK- \
INSTALL APPROX.42 LF.f I -- - - - 44
OF
4'PVC SERVICE PIPE
FROM MAIN O 2.00%MIN. I 210 1'
GRADE k CONNECT TO 8 '33'
TRAILER WASTE PIPE
Q • APPROX.LOCATION UN OUND IELEP ONE
INSTALL MH-8 I I +,5 Q. 4+B INSTALL 8'.8'.4'WYE
R
STA. 15+33.34 I 3Nn m VM,C ONLLSDL3 ' I
END MAIN LINE, BEGIN 'C' LINE _
MATCH LINE - SEES E 4 0 20 40 Bo
f I111� ,1 I SCALE: 1"= 40'
x
Cy APPROX./DCATION UNDERGROUND GAS(TYP.) I _
A§ UILT DRAWING
4843
o
J 4843
s v7
N +
4839
rn n p v InaII paNpO mpII N mv+oomp v1mn^� ?n �T.o rna�6�rnn�mNo Fi p+ zOro ti= roapi
4839EXISTING FUTURE GROUND SURFACE a0? n�m
ono rnao�oN °o aoo2 m0>
o �+4635
.R. romp I LD J f II p II
N 0O N •., f,*
0
Gpw- S w II ,+, nlaNm a u as w> II Rr =N j 'zo 4835
fizzall°pDp v~i> II Ilr �zzp Ow- Nw_o
+4 )< Z2
sue» v7> II �w--O = _»j CO w
4831 -.. - _ -zz _ _ -'zo _ - .�_ 7i __zz rz�
=2zz --- �� 4831
a--s -
4827
-5F49 L. .
OF 8" F VC 4827
0 0.6
189.58 L.F OF 8 PVC®0.48%
4823 ---- - -- - -- - - 1fr2.65 t. -- - - - - - -- -- --- -- - - 4823
284.1 L. OF 8 PVC 00.40%
- 114.59 L.F. F 8"PVC
a5.94' TO BE 68.65' EXISTING
4819 ST 15+00.9 t-APPRO%.LOCATION - IN
1 ATER LINE LOWERING-ASSUMED
WAI RUNE DEPTH OF 8.5'-SEE 4819
GE
AND SE ROTES REGARDING WATER
AND SEWER UN
SEPARATION
RE IREMENTS IF ACTUAL LOCATION IIILII
V S HORIZONTALLY OR VERTICALLY
4815 - - __.
- 4815
4811
4811
AS BUILT DRAWING
4807
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+c-, - 4807
DESIGN 6Y: DATE: DRAWN BY: DATE DRAWING SCALES
Rocky Mountain Engineers -
RWC/RHC 02/28/96 RWC 02/28/96 PLAN VIEW: HORIZONTAL: 1" = 40' aOul�fl4E
REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' @QW�QQV Civil Engineering & Land Surveying AS BUILT 11/20/96 RHC 04/02/96 PROFILE VIEW: HORIZONTAL: 1• = 40' W
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /663-PPO1.DWG 11/20/96 VERTICAL: 1" �
= 4' pdpa pp Q 4 o dQl� ��
\ 1 1 1 1 n APPROX.LOCATIO DERGRW CAN(TYP.)n
IV1
n �4 ,
`/ n ✓ STA.1 8+61.7618.6 f RT STA 2+97.31 28.6 f R
\ PUMP OUT EXISTING SEPTIC PUMP WT Fp5_ nNG-ccPT n
STA.10+28.30 15.6t FIT 1�ANB-RkbfBMPLE ANK AND FILL COMPLETELY
'\ INSTALL MH-Al
/1 PUMP OUT EXISTING SEPTIC WITH CRUSHED ROCK- W11H CRUSHED ROCK- A y
-TAW AND-nm-CO INSTALL APPROX 22 LF.t INSTALL APPROX.34 LF.t STA. 1+29. 89'�'52- n
V WITH CRUSHED ROCK- OF 4"PVC SERVICE PIPE INSTALL MH-A3 OF 4'PVC SERVICE PIPE
b INSTALL APPROX.21 LF.t H INSTALL MH-A4 FROM MAIN O 2.007G MIN. FROM MAIN O 2.00x MIN. \ /
OF 4'PVC SERVICE PIPE • GRADE k CONNECT TO STA. 3+10.51 GRADE k CONNECT TO ` V M IN LINE MH-4
FROM MAIN O 2.00%MIN. STA. 7+56.22 EXISTING SEWER SERVICE LINE STINGSGIKR-FER\A \ TA. 0+00.00\
GRADE k CONNECT TO
EXISTING SEWER SERVICE LINE F v
STA.B+1J.07 INSTALL 8"z8'z4"WYE LT I � n I I
,n n � A. NE
n n I I I I 1 INST ILL H-A2 15693'4 J" w {
I I I I I I I1 �/I�,J 1 I I I I I I I I n r l �-�-- r• _� I 1 STA\,+ \9.79
r• -n r. �-n- r•I--�- �• ( / r1 I r r• r. r. I I r'� I I L I 9/4'2t'S0' n 129'40'I1
n-
UMP lb
HOUSE Li
� V I n STA. Ol'M5T '�x8"x CRT) \ L losros s <
�J LlI n teoroo'ao' r 6ro 4. n\\ \\ \cam
INSTALL MH- �J _I
STA. 10+29.13 0. J m// N 4• _
/-0
INSTALL 5.0' M 8" PVC ? O O O AP OX.L A ON UNDE8p2 N EPHONE TYP. STA. 54 t I t1
,� ' O O ��� ( ) O O O x4 1 \/\ APPR MATE LOCATION
WIT4 PLUG TOI SOU G Y APPROX.LOCATION UNULRGRWND CAS(TYP. -_7D`u'3''lNo
\ I • 100'07'55' �I� REGARDING WATER US NEWA B
CROSSINGS AND MINIMUM-
• Y - _-n_.r.t_ VFW-
STATION LINE SEPARATION
DISTANCES I-
n 10+OD.GO I! 8'x8"z4'Y R
an
EE SHEE 1 1 I I 1 1 n y Il\ 1 1 1 1 1 Arcxu n L n
nn Ir n STA.4+69.48 INSTALL B"xB"X4'WYE L
STA.8+21.50 1B.Bt LT STA.4+ t L n I i t
P`L0.i"'ISTINB-SEPAe- PUMP OUT EXISTING SEPTIC
STA.B+87.3 t TANK
AND FILL COMPLETELY W TANK AND FILL COMPLETELY A
APPROXIMATE LOCATION WITH CRUSHED ROCK- E-, WITH CRUSHED ROCK
3'WATER LINE LOWERING INSTALL APPE k 23 LF.t �A INSTALL APPROX.34 L.F.
PUMP SEE GENERAL NOTES OF M PVC SERVICE PIPE �•-r4 OF 4'PVC SERVCE PIPE I �
HOUSE n REGARDING WATER LINE FROM MAIN W 2.CT MIN. H M MAD ONNECT G MI
\� NCS GRADE k CONNECT GRADE k CONNECT TO n n ` M�
APPROX. LOCATION LINE SEPARATION DISTANCES EXISTING SEWER SERVICE LINE EXISTING SEWER SERVICE LINE
Ll
SCALE: 1 = 40 n
AS BOtT DRAWING J L/ n � - n _ � _ n _ � _ _ -� _ - - - ��� � I $•
om a C
N"i 4852
4852 - - - - -- - -- - - -- - - - - --- --A m �
0j II g MM M1
Inez $ ,na rn
4848
4848 - - -.-._- -__ =s>
S lY? d 'ao I'1M� v
� II a a II �
ZZp
4844 - - -+- - 1 4844
2_
,v
EXISTI G FUTURE GROUND SURFACEo N
+n moi
NpNO
4840 _. - - - _ ._ _ ® -. -r II ._ _.. nnn� - -N - - --_--_ - 4840
as
272.9 _ --J
wj II r n +�e o� N �N
1 L.F. :OF:' z N N a ±, Iri ,n
8 pVC -� ro zp III°Dva vNa oacN tO
¢ co
jnur � IIVII oo,��nno
4836 INSTALL 5.0' STUB W PLUG 4~ -- - N> I - +'a �a 4836
8" PVC PIPE O 0.40% -�� a
END OF LINE STATION _ >>> I '-
10+34.Of fFrzz �Z Zp
q RZ ZZ
7
INVERT IN = 4840.67 445.71 v!w--
4832 - _ s1a.a+6z3 t-A vsoX LocanaN L.F. OF 8 PVC ® - - �Z7 - - - 4832
- - WATERLINE DEPTH 6.5'-SEEMM
- ------ - - - -
GENERAL NOTES REGARDING WATER _
AND SEWER LINE SE ARATION
REQUIREMENTS IF ACINAL LOCATION
VARIES HORIZONTALW OR VERTICALLY
-4828 - - - - - - -- -- VC L.F, 4828
4824 - __ .. - - -129. - -- - - -- ----- ----- 4824
STA.2+B5 t-APPROX.LOCATION STA.0+54 -APPROX LOCATION
2'WATER LINE CROSSING-ASSUMED 2'WATER LI E LOWERING-ASSUMED V
WATERLINE DEPTH OF S.5,-SEE WATERLINE PTH OF 6.5'-SEE
GENERAL NOTES REGARDING WATER GENERAL NO S REGARDING WATER .q
AND SEWER UNE SEPARATION AND SEWER E SEPARATION ,
REQUIREMENTS IF ACTUAL LOCATION REOUIREMEN IF ACTUAL LOCATION
VARIES HORIZONTALLY OR VERTICALLY VARIES HORI ONTALLY OR VERTICALLY -
4820 - __ - 4820
AS BUILT DRAWING
11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 - -
RockY 9 DESIGN BY DATE DRAWN BY DATE: DRAWING SCALES, Mu ^E 4nno��n
/VI o u n t a i n Engineers i n e e r s RWC/RHC 02/28/96 RWC 02/28/96 PLAN VIEW: HORIZONTAL: 1" = 40' IIJ;IVI,LJr IISSILrLl UIIJLlI
REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' MMOU V @gy[�Q MM [��4NZ@0o0�
Civil Engineering & Land Surveying AS BUILT 11/20/96 RHC 04/02/96 PROFILE VIEW: HORIZONTAL: 1" = 40'
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /663-PP02.DWG 11/20/96 VERTICAL: 1" = 4' Qa p(�iQ n DQB
AS BUILT DRAWING
C I --- 8" SANITARY$ LINE 8918,5 S
8 SANI RY SEWER LINE -----_----- - --- so
-
-------
r-r-�
I I 1 I I 1 1 1 1 1 1 I 1 I \ \ 1 1 I I I I MAIN LINE MH-7
STA. 0+00.00
B-LINE
u J 1 1 IJ u STA.1+58.71 INSTALL 8•x8•z4•WYE(R 'n I I STA,,XIMAT i
I I I 1 1 I I UZ' tc APPROXIMATE LOCA1-01"EN
V U 1 1 J I I V v F I I 3"WATER LINE LOWERING
SEE GENERAL NOTES
y REGARDING WATER LINE
CROSSINGS AND MINIMUM I
y .-. r• -• --yam-" ySTA.r1+58.71 20.0'f RT ter g LINE SEPARATION
DISTANCES
EXISTING 3"WATER LINE S7A.7+62.39 t9.3f LT PUMP OUT EXISTING SEPTIC
PUMP OUT EXISTING SEPTIC TANK AND FILL COMPLETELY
STA.11+13.40 19.2 f RT 0 20 40 80 TANK AND FILL COMPLETELY WITH CRUSHED ROCK- --'
PUMP OUT EXISTING SEPTIC WITH CRUSHED ROC(- INST LF.i Y
TANK AND FILL COMPLETELY SCALE: 1"= 40' INSTALL APPROX.31 L..f OF P PVC SERVICE PI - —
INSTALL MH-B5 WITH CRUSHED ROCK- SMUI ° --11 7 39.3 'i$�`("VYE(RT) FROM MAIN O 2.00S MIN.
MST"PVC SERVICE
30 .. GRADEMAIN 0 k CONNECT OIN E%ISNC SEWERECT TO
SERNCE
OF 4•PVC SERVICE PIPE .
INSTALL 5.0 STUB
(8" PVC)
I FROM
ROM MAIN\O 2.00;MIN
SDE
I I I I
EXISTING SEINER SERVICE LINERk CONNECT TOWTH PLUG TO SOUTH SEWER SERVICE E I ^I
I I I I II m 444I'1'�IJJJyII I 1I 1 IVI '�^g I
^
� I C)IN
6 T ALL MH-B VI2 1,1
I
INSTA M1-B A. 2+67.91 '
1�p04 3'2
STA.
STA.3+5.]2 ISTALb_x8•z4•WELI ST
S 10+92.38 INST L B ze x4" VTE R �p 1 70*5
'VILi J u uL-J
I oLJ ANC)
O 18'0O'00'❑11 i O O Q
I' • m I
4
i /ZZZZI(,/...
A.
/ \ STA. h78.38 INS ALL 8'x8'z4•WYE L - --.33 IN4iAt1 8' L — —— __ M 3+2.72 20Nf T �1
�_ PUMP k T EXISTING S lC}
\ WITH C TANK AI SHED ROCK D FILL COMP ETELY
'-- --- — --- — — r
INSTALL APPROX.20 LF f
`� r r r r r OF 4• VC SERVICE IPE _
a O C —! 1� �— 1 1 I I IFROM
CONNEC0010MIN. r
\ 1 STA.10+1p1.07 4.8f LT 1 1 I PUII}}P5.5 E8I I�STING SEPTIC I I I I XISTI C SEWER SERVICE LINE 4 /
TANK ANTA
D FILL OMPLEIE Y \ \ 1 1 ATPPRO NA }L ATI• I I N1T11K CRU$HEq ROCK LETELV
/ W1TN CRUSHED R CK- 3 WATER E LONE NG INSITIALL APPRO%.50 LF.t APPROX.LOCA N 17NDERCROUND GAS IYP.) u
\ INSTALL S 0R 57 LF.f SEE GENERA NO S OF 4"PVC SE VICE PIPE I INSTALL MH-B3
\ \ OF 4'PVC RN PIPE REGARDING'\�A TE LI E FR MAIN•R2.DOX MIN. I I u SI I ILJI \
FROM MNN [MIN. v CROSANCS A�IQJJI UN L GRA E k CyNIIECT TO I I L� ST 3+52.72 T� r
(` GRADE k CONNECT TO LINE SEPARA-N DI ANCES EXIS SEWER SERVICE LINE LLLJJJ APPROX.LOCATION IMDERGRfIINO TELEPHONE(TYP.)
EXISTING SEWER SERVICE LINE APPROX.LQCATN OVERHEAD ELECTRIC LINES(TYP.)
0)
4852 - o o -
�� n - - - - -. --- - - 4852
0
II II m
N>; 1 m
4846
4848
_ u, ^�M.0 j
w ¢ n a II ? b
4844 . — - y`- - - - -- --- - ~ - -- -. ---
H? w w % 4844
pw�0 n r
S Fr Z KN i N
n I NMJ Oi
4840 -- _ _ _ _ _ M T o0 n
__ _—_.—_- - 4840
F x^t ti II< II Nyao�
h > IIr N
W
'0� v, o vT
e
-- 4836
INSTALL 5.0' STUB W/PLUG i R z z + e m m
8" PVC PIPE ®0.40% - ¢ II a a n
END OF LINE STATION ~ II II
4832 I408.61
®1 29, -- -- .. ^ >>>' 4832
STA.8+80 t-APPROX.LO ATIN — 84.81 2-
WATER LINE LOWERING- SSUMED
WATERUNE DEPTH OF 6.5'-SEE OF 6"PVC
GENERAL NOTES REGARDING WATER ®1.18�
AND SEWER LINE SEPARATIOh
RF
VARIES HNIZNTALLY OR VE TICALLY - ----- -- - 482E
267.97 L.F. OF
8 PVC ®1.499,
4824
STA.1+71 m-APPROX.LOCATI
S•WATER UNE LOWERING-ASSILMED
GENERAL NOTES REGARDING WATE
4820
AND REQUIREMENTS
S ACTUAL
A LTO
REOUIRENENTS IF ACNOR TION
VARIES HORIZONTALLY N VERTIC LLY AS BOLT DRAWING
11+00 v100 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES
Rocky Mountain Engineers RWC/RHC 02/28/96 RWC 02/28/96 PLAN VIEW: HORIZONTAL: 1" = 40' M@UMVE 4LIl..IL UIL,�n
REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1'
Civil Engineering & Land Surveying AS BUILT 11/20/96 RHC 04/02/96 PROFILE VIEW: HORIZONTAL: 1" = 40'
1700 West Koch Street, Suite 7, Bozeman, Montano 59715 (406)-586-4859 DRAWING FILENAME: /663-PP03.DWG 11/20/96 VERTICAL: 1" = 4' �.
INSTALL ADDITIONAL 8"X8"X4" SEWER SERVICE
AS BUILT DRAWING TH ES FOR ADDITIONAL TRAILER SPACES AT
THE FOLLOWING LOCATIONS:
16+20 RT) 19+61 (RT) 24+38 (RT)
o zo 40 eo 16+99 RT 21+34 (RT) 25+41 (RT)
17+87 (RT� 22+35 (RT) 27+49 (RT)
SCALE: 1"= 40' STA.,8+20 18+76 (RT) 23+39 (RT) 27+52 (LT)
INSTALL WYE(RT)AND
12.5'LENGTH OF 4'
CLASS SDR 35 PIPE(RT) INSTALL 12.5' LENGTH OF 4" PVC PIPE ® MIN.
INSTALL MH-Cl WIT�LFURC0 MIN.2% 2.0% GRADE (WITH PLUG) ON PROPER SIDE
STA. 19+40.21 OM MAIN
(FOR FUTURE USE)
TYPICAL OF ALL LISTED
CONNECTIONS
z x x
x I, x MAIN LINE -8
INSTALL MH-C3 INSTALL MH-C2 x z STA. 15+33.34
STA. 27+64.95 STA. 23+53.34 `� END MAIN LINE
z z 'C' LINE J� O
x x
STA 23+84.31 INSTALL 8'x8'x1'WYE LT x z z —
% x
X x x �O �♦ �'
EXISTING
ASPHALT DRIVE J*--
WELL
x x PROPOSED VE f
'OR
T'O-
PUMP 'C' LINF, 7' m
eoroo'oo" HOUSE ro � I m
N 'C' LINE N N/ O O
9 ro O o u
Q } v N O O _ O —_— 0 ———————
O ------0---- ----=o — .9----- A-
rn 0
M�IIROX.�OCATON OVERHEAII ELE TRIC(TYP.) G,Wx
ARPgOX.
IJ U Lj
L LOCATION UNDERGROUND GAS
I I I I I1� I I I I I I \ \ u \� I I U 1 9
I �
V � I
11 1 STA.18+98.34 INSTALL 8'x8'x1'WYE L
LiSTA.15+43.32 INSTALL 8'x8'x4' tL
STA.19+11.70 25,0t LTTAW
>
STA.2 PUMP OUT EXISTING SEP y x
— - APPRO ATE LOCATION y CpAPLETEL LJ g
x T� 4 WTH CRUSHED ROCK
y x STA.23+93.7�15.7t LT T 3'WATER UNE RAISE INSTALL APPROX.30 LF.i 57A.15+11.25 28.2 LT EXISTING 3'WATER LINE i
PUMP AND
EXISTING SEPTIC SEE GENERAL NOTES PUMP OUT EXISTING SEPTIC y
OF 4"PVC SERVICE PIPE TANK AND FILL COMPLETELY REGARDING WATER UNE FROM MAIN O 2.00%MIN. TANK AND FILL COMPLETELY
PUMP EXISTING ASPHALT DRIVE WITH LT�usHEo ROCK- CRDSSINcs AND MINIMUM "M CRu51ff Roa-
INSTALL APPROX.20 LF.+ LINE SEPARATION DISTANCES GRADE h CONNECT TO APPROX.
HOUSE OF 4'PVC SERVICE PIPE R SERNBE--L1NE sv
TE P"r�_o�r" OF 4'PVC SERVICE PIPE
I FROM-*AMh-0-2.00% ENGINEERS RECOMMENDATIONS FROM WAIN 0 2,00%MIN. �I
GRADE!CONNECT TO - GRADE h CONNECT TO
EXISTING SEWER SERVICE LINE F1 F'� EXISTING SEWER SERVICE LINE
- n n �� n I I I I n
4856 v1 --- ---
-
c 4856
I`aa
ru a a INSTALL ADDITIONAL 8"X8 X4" SEWER SERVICE
4852 ti II N - -�--- - - - - - _ - WYES FOR ADDITIONAL TR ILER SPACES AT
> - AE FOI 1 QWNGI-OCAT)AN 4852
m a p Y THESE WYES ARE NOT SH WN ON
U
1 m I E VIEW F
+61
24
�RT 22 ( ) 8 )4848 ✓o + 16+99 N 21+34 RT 25+41 (R
+35 RT +49 RT
__--
GO 18+78 RT 23+39 RT +52
4848
II INSTALL 12.5' LENGTH OF 4" PVC PIPE •
2.0%GRADE (WITH PLUG) ON PROPER SIDE
n U w- AT EACH LOCATION w
4844
-o� _ -- -- -- -J --- 4844
EXISTING FUTURE GROUND SURFACE a II a W F n PR
4840
_ F
V 1 6 �- \ - J _ - - - - -- - --- 4840
�0 o a
Z Z
4836
413. �_�� + N> II r
12
F8 PVC 0142 '�—_ mJ�O
4832 _ _ f z z
III N - 4832
4828 406.
-- - - -DF Py - 4828
STA.20+82 f-APPROX.LOCATION G 1,4gy
3'WATER UNE RAISE -
MNNTAIN MINIMUM 18'VERTICAL
SEPARATION BETWEEN PIPES _
4624 INSULATE WATER LINE PER ---�
-- -- __--_ FNtuicac RECOMMENDATIONS
-- -- --- --- 4824
AS �JULT 27+00 26+00 25+00 za+oo DRAINING
23+00 22+00 18+00 s+oo DESIGN BY: DATE: DRAWN BY: DATE: �)RAWING SCALES fT
Rocky Mountain Engineers RWC/RHC 02/28/96 RWC 02/28/96 PLAN VIEW: HORIZONTAL: 1" = 40' E@Wf E lffL fLL�-. K� flJ
REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' @nrn04nnM (a217CW71�1� ft �rnl� I�M41�MCa�OrnC�
Civil Engineering & Land Surveying AS BUILT 11/20/96 RHC 04/02/96 PROFILE VIEW: HORIZONTAL: 1" = 40' [ 01 41 U �dUULS UJ LL55WW LS IJLS 15G� LSW TU WbU _ O�
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /663-PP04.DWG 11/20/96 VERTICAL: 1" = 4' O /�1l
'A LINE MH-A4 'A' LINE MH-A3 'A LINE MH A2 APPROX.LOCATION O DERGROUND CAW(TYP.)
STATE 0+00.00
LAR 4 n STA. 0+00.00 STA. 0+0
RALQ 00 i
/ I LATERAL[AJ� _ I LATERAL IA2 \ A' LINE
n I! I t• 1 I 158' 1' 9 x8 4* .P.
IN57ALL �
9 L. 4""WYE
P. TH 1
I r• l Y• Y• --�-�- Y 9421' 2.00X GRADE LINE
X• r. rr Y• I L J j
ti
r. �---�- r r t--�- r.' r• 1 11 I 1 O ^ .0+67 3
UMP L O \ PROXIMATE LOCATION
' / 1 2•WATER LINE CROSSING
( n� / I I I U � \ ❑ � 1�9 '29' ^\ \ 5E GENERAL NOTES \
HOUSE
I(_lI rVl V 161V3'S� 111���CCC ` \ REGARDING WATER UNE
\ \ tBOO \ STA 0+31.1 IN L CROSSINGS AND MINIMUM
8 x \ LINE SE RATION DISTANCES
A' L/NE - SEE PLAN D P�FILE SHE A' N - SEE PLAN ROE/ HEFT 2 -
D APPRO%.L TION UNDER ND PHONE(TIP.) 0 0
\ I \ Y D APPROX.LOCATION UjWrkGROUND GAS(TYP.) 79'"�',x�' - 1T9Y5134'
• 100'07'S' 79'S2'OS' - �
- --- --
• - -- - -- -- - r \ t39• M.
-------- INSTALL MH-A2-1
+a"Ss 4'ss • STA 0+76 80
nn , it. ,-,n'•I1 I 1 0 I
\ ,_,/r• I '�/r• I I I I `,p- [!71 APPROX.LOCAll�11 0 EAD ELECTRIC(IYP. I I I I 1 \ \ I 4
I %TANK AND FILL
CO RT
I PUMP T EXISTING SEPTIC
APPROXIMATE LOCATO(1 WITH CRUSHED ROCKPLETELY � II
/OXIMA n AL NOTE182'33'4Y STAL�RR.C
PIPE
\\V/\ STA.0+52 3 1-1 2•WATER UNE
♦ GENIER
1 ` 1 1 ;'PR2WATERLN ETICR S R E DING WATER LINE
• •.(� V SEE GENERAL NOTES OSSINGS AND MINIMUM 1 MIN.
OO REGARDING WATER UNE LINE SEPARATION DISTANCESO VICE LINE r"
CROSSINGS AND MINIMUM 'V
PAFAl1(SS1-1 bISTANCES
STA.1+99 i
INSTALL MH-A4-1 STA.1+98 f APPROXIMATE LOCATION INSTALL MH-A3-1 n
T / WATER LINE CROSSING
APPROXIMATE LOCATION SEEEE GE GENERAL NOTES STA. 1+10.00 L
PUMP STA. 1}74.41 1-1/2'WATER UNE CROSSING REGARDING WATER UNE I ,
HOUSE Y SEE GENERAL NOTES TUGS-ANON DISTANCES
z �rA.x4 ALL 0
(APPROX. LOCATION) CROSSINGS DMINIMUM ft AR UNE- UNE SEPARATION DISTANCES
Z 8'z6'z4'WYE R
152*41' '/ UNE SEPARATIONDISTANCES n n •� /,
STA.2+28 t
APPROXIM/yTYLOCATON
1-1/2'�TER UNE CROSSING
/ / / / , ! / // (• n,• {7Y•/ / ''�x I ? 0 / I I I f SEE GENERAL NOTES
REGARDING WATER UNE
? 0 I I I I CROSSINGS AND MINIMUM
UNE SEPARATION DISTANCES
/ / r 1 I I I STA.2+68.5 INSTALL
_� V lul IL�.eJI 2+75.43 e'x8'x4'WYE(L7) g!
�/ - \ill--- _ _ 2 Sz _ -
0 20 40 80 STA.2+47.1 33.Oi FITSTA.2+41.02 INSTALL e'x8'W WYE RT
PUMP OUT EXISTING SEPTIC ?+$ STA 2 40.43
TANK AND FILL COMPLETELY STA.2i 18.00 INSTALL e'x6'xC WYER OUT E SE PUMP OUT EXISTING SEPTIC X
SCALE: 1'= 40' WITH CRUSHED ROCK L. TANK D FILL C P X %
X X A.2+74.0 9.2 f RT
INSTALL APPROk.35 LF.f X % X ROCK L. PUMP OUT EXISTING SEPTIC
X TANK AND FILL COMPLETELY
�0�y,4 PVC crRVtrr RIP€X X INSTALL APPROX.25 L.F.t
X X FROM MAIN O 2.00:f MIN. OF 1'PVC SERVICE PIPE WITH ALL
APPROX.
.13- INSTALL MH-A2-21
X X X LATERAL LINE A2 NSTALL APPRO%.13 LF.f
GRADE Q CONNECT VI FROM MAIN a CONNECT MIN. STA. 2+75.43
EXISTING SEVER SERVICE LINE GRADE k CONNECT TO STA. 0+00.00 TO 2+75.43 OF 4'PVC SERVICE PIPE
LATERAL LINE A�_2+52N82
E%STNC SEWER SERVICE UNE FROM SEE PROFILE BELOW RIGHT GRADE M@ CONNEAN 0 CT7TO IN.
STA. 0+00.00 TO EXISTING SEWER SER CI IItiF
LATERAL LINE A4 INSTALL MH-A4-2 SEE PROFILE BEL INSTALL MH-A3-2
STA. 0+00.00 TO �2+53.31 STA. 2+53.31 STA. 2+52.82A S BUILT DRAWING
SEE PROFILE BELO LEFT
4H,6 LA TERAL LINE A 4 4858 LATERAL LINE A 3 4848 LATERAL LINE A,? _ 4848
4848 4848
4854 - 4854 4844 - 4844
N
W
4844 - 4844
Rb N o ? J rc
f7 h M i 48S0 +0 an<F Na mOY mOO N Nn ms 010
p a N'nan nmnro�N
4840
4840
�0+ ' m ++ O, 6
> n a4840+ 4840
¢ a ID
p e!
a< II
II z yp.pu Ilea I
N
z z 4836 ~ a 4 Ila II ^Q^ +4846 4846 EXISTING F a o aw j II_II
4836>
a o N v-I z p Z Z GROUND SURFACE _ z I j j j o + I
o f x j EXI TING FUTURE GROUND SURFA E a >>>
_Z : _ EXISTING FUTURE GROUND SURFACE 1 7 j j j 4836 - - 4836
xmz = zz - zzz
E ?3 --
4842 _ 4842 4832 - - -
- --�� ---tip----
4832
1.
4832 - - 4832
142.82 L.F. OF 8 PVC ®0.63%
[78.90 4828 - 4828
4838 - " 4838 1 0.00 LF OF 8 PVC198.63 L.F. OF 8 PVC ®0.44% L
174.41 L.F. OF 8 PVC ®0.439. 4828 - - 4828
4834 -- -- 4834 4824 4824
STa 1+99 f APPROX.LOCATION
4824 1YATERUNE'R TH OF 6.5'-SEE 57 0+47 t-APPROX.LOCATION 4824 STA.2+28 t-APPROX.L ATOM ST 0+87 f,-APPROX.LOCATION
STA.1+98 GENERAL NO REGARDING WATER 1-/2'WATER UNE CROSSING-ASSUMED 1-1 2 WATER LINE RRX.LC -ASSUMED 1- 2 WATER UNE CROSSING-ASSUMED
t- PRO%.LOCATION AND SEWER LI E SEPARATION WA LINE DEPTH OF 8.5'-SEE / /
tRE
A.0+52 -APPROX.LOCATION 4820 WA,
DEPTH OF 6.5 -SEE WA RUNE DEPTH OF 6.5'-SEE 4820
4830 - - _ 4830 REQUIREMENTS IF ACTUAL LOCATION CE ERAL NOTES REGARDING WATER
WATERLINE DEP OF 6.5'-SEE TERUNE DEPTH OF 6.5'-SEE VARIES MORIZ TALLY OR VERTICALLY AN SEWER LINE SEPARATION AND SEWER UNE SEPARATI AN SEWER UNE SEPARATION
MLU
GENERAL NOTES EGARDINC WATER RE IREMENTS IF ACTUAL LOCATION
AND SEWER UNE SEPARATION NERAL N TES REGARDING WATER REQUIREMENTS IF ACTUAL LO ATION RE IREMENTS IF ACTUAL LOCATION
REQUIREMENTS ACTUAL LOCATOJ D SEWE UNE SEPARATION 4B2O VA TES HORIZONTALLY OR VERTICALLY 4820 VARIES HORIZONTALLY OR VERTICALLY V TES MORI20NTALLY OR VERTICALLY
VARIES HORIZON LLY OR VERTICALLY QUIRELIE ITS IF ACTUAL LOCATIONRIES HO IZONTALLY OR VERTICALLY
4826 4826 4816 -- - 4816
4816 4816 AS BUILT DRAWING
2+00 1+00 0+00 3+00 2+00 1+00 0+00 3+00 2+00 1+00 0+00
Rocky /14 o u n t a i n Engineers DESIGNRHC BY; DATE: DRAWN BY: DATE: DRAWING SCALES:
RW 02/28/96 RWC 02/28/96 PLAN VIEW: HORIZONTAL: = 40'
REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL: 1' W if
Civil Engineering & Land Surveying AS-BUILT 11/20/96 RHC 04/02/96 PROFILE VIEW: HORIZONTAL: 1" = 40' W 03
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /663-PP05.DWG 11/20/96 VERTICAL: 1" = 4' ��,]
o Do
PROPOSED SANITARY SEWER LINE AND WATER LINE EXTENSIONS - PLAN VIEW '�`"
STATION 0+51.84
Electric LLight Pole Baae
INSTALL DROP MANHOLE k1 IN 50 FUTURE WATER LINE NOTES - INSTALL CASING ONLY THIS CONTRACT
INSTALL CONCRETE SLAB AROUND MANHOLE LID T
I 1. STATION 0+00 - REMOVE EXISTING PIPE PLUG AND THRUST BLOCK.
6- THICK, 10' IN WIDTH (N-S) CENTERED ON MANHOLE LID f I EI«t.lam vn.ea Fo.so-eet Light, OFF HYDRANT TO REMAIN IN PLACE. INSTALL 10" PRATT BUTTERFLY VALVE
FROM BACK OF EXISTING CURB TO WEST EDGE OF EXISTING I II AND THRUST BLOCK. LAY FIRST LENGTH OF 10" CLASS 51 D.I. PIPE LEVEL,
SIDEWALK. INSTALL 6X6-1010 WWF MAT IN BOTTOM OF SLAB. I z THEN BEGIN DEFLECTION AS SHOW IN PROFILE VIEW. LAY LAST LENGTH OF
GENERAL NOTES I I w OO PIPE LEVEL TO HYDRANT AS SHOWN IN PROFILE.
44 I 2. STATION 1+68 - INSTALL PIPE PLUG, THRUST BLOCK, CORPORATION STOP (2' FROM END OF LINE),
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO I I IO �d y FERGUSON LANE R AND BLOW OFF HYDRANT CONNECTION, INSTALL 13't OF 2" DIA, COPPER PIPE TO BLOW OFF HYDRANT
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION I DO PER.W. PER CITY OF BOZEMAN STANDARD DRAWING 02718-7.
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. SANITARY SEWER LINE NOTES t< 3. STATION 1+72.8 (10' LT.) - INSTALL NEW BLOW OFF HYDRANT AND HYDRANT
2. THE TURN LANE WIDENING ON THE NORTH SIDE OF HIGHWAY 191 1. CONTRACTOR SHALL INSTALL MANHOLES M2 AND g3 WITH THE I 'O to BARRIER POSTS PER CITY OF BOZEMAN DETAILS NO. 02718-7 AND 02718-5.
AT FERGUSON LANE (HIGHWAY STA. 235+00 TO 236+00) IS NOT SHOWN. STEPS ON THE NORTH SIDE OF THE MANHOLE AND THE ECCENTRIC >_ 4. EXISTING 10' D.I. PIPE WAS ASSUMED TO HAVE 6.5' OF COVER (MIN.)
3. ALL BACKFILL MATERIAL UNDER THE EXISTING 36" DIA. AND 18' DIA. CONE SLOPING TO THE SOUTH. I 0 5. STATION 1+58 TO 1+68 - INSULATE WATER LINE.
R.C.P. CULVERT AND SIPHON PIPES SHALL BE MONTANA DEPT. OF TRANSPORTATION 2. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF MANHOLE WATER LINE INSULATION SHALL BE 2" THICK, 4' WIDTH, DOW CHEMICAL COMPANY
APPROVED NON-SHRINK BACKFILL (SLURRY), WHEN THESE R.C.P. PIPE RINGS AND COVERS TO FINAL HIGHWAY 191 FINISH GRADES WITH I ( 40 BRAND STYROFOAM INSULATION OR ENGINEER APPROVED EQUAL. INSTALL 6" OVER TOP
SECTIONS ARE RESET. OF WATER MAIN. BED INSULATION IN MINIMUM OF 3" DEPTH OF 3/4" MINUS CRUSHED GRAVEL.
4. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE CONTRACTOR HK CONSTRUCTION COMPANY. I I,5 �I
FOR REVIEW AND APPROVAL AT THE PRECONSTRUCTION MEETING.
5. USE MONTANA DEPARTMENT OF TRANSPORTATION SPECIFIED BACKFILL FOR ALL I DO
CONSTRUCTION WITHIN STATE HIGHWAY 191 RIGHT OF WAY LIMITS. TRENCH i I I I� 4yo.om„e,L,,,e,o Ee,119,a,aa.11 SIP
BACKFILL COMPACTION WITHIN THE STATE HIGHWAY 191 RIGHT OF WAY
SHALL CONFORM TO MONTANA DEPARTMENT OF TRANSPORTATION STANDARDS Z s EI«th,Light Pao Baee
AND T-180 MODIFIED PROCTOR. STATION 0+47.4 TO 1+49.4 (WATER LNE) a
6. THE CONTRACTOR SHALL COORDINATE REMOVAL, REPAIR, AND REPLACEMENT INSTALL 36' DIA. CASING J TS I� FUTURE WATER LINE STA. 0+00
OF ANY GEOSYNTHETIC FABRIC MATERIALS ENCOUNTERED WHILE EXCAVATING SEE NOTES ON PROFILE VIEW I p I SEE NOTES ABOVE RIGHT NOTE ALL WATER LINE PIPE
OR TRENCHING WITHIN THE HIGHWAY 191 RIGHT OF WAY LIMITS WITH THE I rn �I I INSTALLATION TO BE FUTURE
MONTANA DEPARTMENT OF TRANSPORTATION. CONSTRUCTION - WATER LINE
7. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND E-2 re.IW11, Of
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THIRD EDITION, I CASING (ONLY) INSTALLED
OCTOBER 1988. WITH ADDENDUM NUMBER 1, AUGUST 1991, AND THE CITY I0 Q+00 THIS PROJECT TO
OF BOZEMAN MODIFICATIONS DATED AUGUST, 1994. AllLii-u/9 i-1Yi TT 3 OD-EXISTING BLOW OFF HYDRANT TO BE RELOCATED
B. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS �+ .I �__ - CITY OF BOZEMAN LIMITS LIMITS SHOWN
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER ■� s�'' I FUTURE WATER LINE
STATE NIGHWAY 191 SHUFFlNE LANELR_0_W.--------------------------- --____-�
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. -------- ----- i SEE NOTES ABOVE RIGHT
9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER �\
PROPOSED SANITARY SEWER LINE
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND A,Ma�.��u/c aa,u„--
MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE _________________ _________ �'�_-----_L_\ ___ _ ____ _ STATION 3+35 T_0 4+23 (SA_NITARY SEWER)
fUTU-EDGE OF PAVED 8.0'YIOE SHOULDER________ _
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND -- ---- - 11.94' INSTALL 3fi DIA CASING
MATERIALS BY THE ENGINEER. STATION 7+31.50 -11 I I \
INSTALL MANHOLE #3 SEE NOTES ON PROFILE VIEW
10. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST SEE SANITARY SEWER �II I @ STATION 4+30.82
24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
11. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET. A MINIMUM STATE HIGHWAY 191 HUFFINE LANE) CENTERLINE-LINE NOTES ABOVE- _ - - ---� _ \1+00 _ STALL MANHOLE _ 0 25 So too
VERTICAL SEPARATION OF 1.5 FEET, AND HORIZONTAL SEPARATION OF 10.0 90\}a'39' 4+00 LINE NOTES ABOVE LEFT
FEET SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ALL SEWER STATION 8+00.15 + + cn \ SCALE: 1"=50'
INSTALL PLUG o
MAINS OR SERVICES. o
12. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION 0 0.69'
FUTURE EDGE PAVED_8.0'WADE SHOULDER--___--- __ _ _ --- ------ ----- --- - ------ ---- --------------------------------- AS-BUILT DRAWING
OF THE CONTRACTOR. a-- - T STA. 1+58 TO 1+68 - INSTALL INSULATION AS PER NOTES
13. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 703 AT a r,)vclolr-"'a"'"�' 39'24'1 Pnpa By
THE NORTHEAST CORNER OF FERGUSON LANE AND FALLON AVENUE. _ _ i U 2" COPPER LINE
ELEVATION = 4819.08 (CITY OF BOZEMAN DATUM FROM THE VALLEY COMMONS STATE HIGHWAY 191 HUFFlNE LANE R.o.w.�� __ __ _ ® ( STA. 1+72.8 (10' LT.) INSTALL NEW BLOW OFF HYDRANT AND BARRIER POSTS ROCI(y MOU(1t01(1 EB(JIB@8F3
BUSINESS PARK SUBDIVISION). ELEVATION EQUATION: CITY OF BOZEMAN KoullrcovEaTr uNe -r`* w -� - -
_ P.O. Box BB3, Bozeman,Montana 5977t
DATUM PLUS 15.75'+ EQUALS HIGHWAY 191 DATUM. x (4os)586-4859
14. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS. 5t" O 11r eo.A
F 1e•a✓v aLw+ O "
PROJECT: KOUNTZ TRAILER PARK
"..,..Laced,, WATER AND SANITARY SEWER UNE EXTENSIONS
b yp•{ E+I,IFg YaeM Ilan, oM U,cVlc Pab ACROSS HIGHWAY 191
vM�x, [nBTNe S 3 O "\ u/e Ostne LWe "r DESIGN BY: DATE: DRAWN BY: DATE: - -
*� FUTURE SAN. SEWER LINE "\ - RWC/RHC 8/4/95 RWC 8/17/95
STATION 8+71.04 •\ 0 UNLESS FUTURE MANHOLE a KOUNTZ MOBILE HOME PARK AND REVISIONS: DATE: AS-BUILT BY: DATE:
(I •\ THIS 5 APRE MNARYDDRAWING.DATED, � RWC 10/04/95 RWC 1/23/98
SANITARY SEWER LINE PROFILE
F�
WATER �INE ROFI E
N 2
I OW �I Om0
3 � >
3I� oo (SEE WA R LINE NO S ABOVE)
�� z -�� EXISTING AND INISHED GROUND(WIDTH HWY.1 1 COMPLETED)
L9la om + Ziww > d
SIC F z:o a w
MISTING AND r41SHED GROUND(WITH HWY.19 COMPLETED) n 1 �> �T� va^i inr z_»z i
a835 a m ?O
In RA _
+> I 4835 _ u,~ -
_ _ F - o m Y 30
21 i UU
O OJT
mZ
/ -_.-__ - ---- I F 0_� W4835
N��e N•
4835
1830
yx
o
4830 + F
+ moo
Za +a3
STATION 3 35 TO 4+23 rn w Z vM w Om 4830
4825 " - 4625 4830
WALL STEE CASING 0 .47% DEFLECT P E 4'UP RELOCA 'POINT
OFF In w<
FILL CASIN COMPLETEL WITH PEAGRAVEL",, I�I TO NEW HIGH POINT N LINE / wa
(APPROX. 24.4 CUBIC Y RDS) ICI
CAP EACH ND OF CAST G WITH ON CUBIC YAR _ EX. 10" WA R LINE 20' -0.50%
i I (MIN.) LOW LUMP LEAN CONCRETE - 4Bzo 4825 INV. ELEV. STUB _4821 5 ae25
6.5 M NIMU
4e20 - 75L.
REQUIRED
La 5.0 MI I. W INSULATION
m _ -- -
W��
ng SDR 35 -- -- S D./.
E ®0.41%
4815 4815 4e20 DEFLECT IPE TO DRO 4s2o
STATO 1+58 TO 1 68
F
g > w 3 FUTURE 45. 4 L.F OF S 35 2.6'f VIER . IN 100'f ORIZ. INSTAL D INSULATION
of 8" P.V.C. PIPE ®0.41R SEE WATE LINE NOTE ABOVE 40 N IN LA
TO FUTURE H-4 2" CO PER LINE T BLOW OFF YDRANT SEE W TER LINEN TES
4B10 4815 TAP F R BLOND 0 BE INST LED 2' STATION 47.4 TO 1449.4
48t5
48t0 a:b - - o ---- - -- 102 L.F., 6 DIA., 0.3 5
ml -
WALL STE L CASING 03.379.
g o iLY TO BEI STALLED
bRACT
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