HomeMy WebLinkAboutGallatin County Fairgrounds Water & Sewer Improvements ���pp�� BENCHMARK NOTES
RECORD DRAWINGS GALLATIN COUNTY FAIRGROUNDS 1 THE NORTH CONSTRUCTION BOLT OF HYDRANT NO. 617 ~` DAVID
dcvaOKo , LOCATED APPROXIMATELY 332' WEST OF RIFLE RANGE. CRAWFORD _
�<� _- '.E�r.!.•":7ls�i-r7� 7 ELEVATION = 4746.81' � N0. 8709PE tA
- CURB GGTTEF WATER AND SEWER IMPROVEMENTS o�z
_ HUILDINI WITH �p
CULVERT FLOOR Fl E'lATION � .I ,f�aT c{1VIa oL ter../�q� CHISELED "X" ON ARROW BOLT OF FIRE HYDRANT �a
.. _ ' a BOZEMAN MONTANA ' AT STA. 11+60 LEFT. ELEVATION - 4745.05'
MAILBOX � �. �
DITCH LINE ---- ---- - & O s I C. ,
''�TPFI T �I�;:N N01IE iN0 COMSULTANT�_
DRAINAGE INLET p uT aN.�,rr
ALLE) APRI SIN rAv�.c OOOFCMM TABLE .��.-I Oj L) ZZ()
• MANHOLE " BORE HOLC � � h--ti Z()O
STATION NORTHING FASTING ELEVATION
CONTROL POINT �Irnl`` O�-
• SEWER CLEANOUT E'r,r,. III II I CP 4 2529.94 3702.54 4751.19 '001 LLI (/?V)f I
SCHEDULE OF DRAWINGS _
$- ��NIn�.:%L F.N: CP 5 2155:27 2938.89 4747.93 I 10 z 7 Q
- - S 4742.49
SANITARY SEWER O _- w � CP 8 3473,115 2812.201 4734.00 wl Z Q 3
100 TFMPORAPr BFNI HMARti Z F-
♦ CURB STOP TAN I SHEET NUMBER DESCRIPTION GP 10 F 3430.45 3149.29 4742.54 Q m m x
I I - --------- -- �I OI w1 Q D J
W
W- -W 6- WATER MAIN l�J oco 1 COVER SHEET & SITE PLAN
WATER
I,r.,IPE k1r p.,.N - ------- -- - TIE IN 0+84 2441.50 2612.93 1 i (nU
{+1 2 WATER - SOUTH AND WEST OF RIFLE RANGE TEE 4+92 2435.02 3017.23 I j x Z OL FIRE HYDRANT ASSEMBL1 I - - -
-FLEPHONF PIl-Ek Z I - PLUG 11+65 2432.37 3182.21 I
i WATER - EAST OF RIFLE RANGE I ��yy O-j
►� VALVE 4 SEWER - STA 1+00 TO 14+41 CROSS 9+01 2025.55 3017.56 v1 1 `1J U Y F 1 II INE H'.-CI�I t�-,,,.
V)I OI I
3" - --- - -- ----- SANITARY SEWER
G- GAS MAIN LE r - i ,n w w n.m - _-- - - --.- _-_ .--__ SEWER - STA 14+41 TO 27+83 - _ MH 1 3+63 3667.23 1696.05 I 1 Z 0 Z
L - MH 2 4+25 3601.22 �� _
---- E---- UNDERGROUND ELECTRI[ .°.. _ - �•.,� � _ ! 1 72 .1 7 i wl p W w
�. MH 3 5+19 3516.13 1720.17 �I'-I w
MH 4 8+99 3135.54 1714.12 Z Z p N
E- OVERHEAD ELECTRIC
MH 5 12+99 2735,59 1707.77 3 0 w Q W O
Wm
MH 6 14+41 2735.37 1849.27 ch w c- Z
2734
T--'- UNDERGROUND TELEPHONE -- ` `-'� A I""'' lT --- MH 8 22+41 �1� 2649.27 O p 4 �
MH 9 26+36 2733.49 3044.53 -1 Z
-CN- OVERHEAD CABLE TV -- - - "` MH 10 27+82 273326 3191.02 I I I Z W 4Zo
GUY WIRE & ANCHOR I'll I Q E-<V)
LIGHT (LIGHT POLE) EN E CA z 1 "�' TYdW
- %n- n,
F" UVIJ
35 N-„
UTILITY POLE
FINISHED GRADE .ENTLPANE V'�NIV!N' I I
.',.I.r;O� SPOT ELEVATIONS
LE���DIJ�?lS TRCE V)U V)
-4781.4 MANHOLE FLOWLINE J Z w w w
ELEVATIONS CONIFE TRE'
TOP OF CURB
e� FLOWLINE HEDGEC,R PL1`,I I I�I
w�Icvl I
CONCRETE OD rnl Inl I (hail
Q Q Q 0
01 OI O
SEt TIUN i:,R LSE iAii -- '�•'•^""'"'»_ - ` �I�� 1
�Ip I
DE;IBNATION �,rMerlL I I I
-r r
mmm
ABBREVIAT10N8 O
Z
bv(f BEGIN VERTICAL CURVE ELEv;-1cN
BVCS BEGIN VERTICAL CURVE STATION W ,
Q e CENTER LINE, PROPERTY LINE W
COB CITY OF BOZEMAN
CN CABLE TELEVISION f
0 DELTA OF CURVE I (n
DI DUCTILE IRON 1
DIA DIAMETER
EL, ELIV ELEVATION
ELEC ELECTRIC N'� '
EVCE END VERTICAL CURVE ELEVATION k
EVCS END VERTICAL CURVE STATION �^ Q
F.E,T.S FLARED END TERMINAL SECTION ��, M. I I Z
FH FIRE HYDRANT I 4 15 16 _17 18 % 19 20 2 22 I 23 24 25 2F) 27 I O FL FLOW LINE 1
MH MANHOLE
MPDES M��.�Tq�q pQ�,U pNT I t„o,-.
DISCHARGE 61,EEATINATION SYSTEM ! \ SHEET NO. 5 p� Q
MPW MONTANA PUSUC WORKS
L LENGTH OF CURVE Z
LF PC POINT OF HORIZONTAL CURVE ,t Z Z Cn
PIA POINT OF VERTICAL INTERSECTION -
R RADIUS OF CURVE O
RAD RADIUS i ainr a...i
RCP REINFORCED CONCRETE PIPE c
R/W RIGHT-OF-WAY �k.T,r����� G
SF SQUARE FEET w d�
SS SANITARY SEWER - 1b "7'B
STA STATION ei SHEET NO. 2 W Z Q W SW SIDEWALK
SY SQUARE YARDS /
TIC TOP OF CURB 2 3 4 10 11 j O _
TEL TELEPHONE 0 1Q0' ?U(i _�__ L1
TYP TYPICAL w
VC VERTICAL CURVE C A L C "
sE, «o�w WATER ���-. ��,�, N
COAL NOTL-S - �. Z O
- EIm N W
\
1. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES /IN WRITING AND 15 RESPONSIBLE FOR SECURING 0
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O a C,
BEGINNING EXCAVATION. z
2. LOCATIONS OF SUBSURFACE UTILITIES ARE BASED UPON EXISTING
DOCUMENTATION RECEIVED FROM COUNTY, MUNICIPAL, AND UTILITY w v
COMPANY EMPLOYEES. SOME LOCATIONS ARE APPROXIMATE W
or T-
3, THE CONTRACTOR WILL EXCAVATE ALL WATER LINES OD
PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE
CROSSING CLEARANCE. THE CONTRACTOR WILL NOTIFY
THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO
EXCAVATION. - -- -- - -- - - - -
cD
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXCAVATING
FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO -
ORDERING FITTINGS.
SHEET N0.
5. THE CONTRACTOR IS RESPONSIBLE FOR STREET CUT
AND OTHER NECESSARY PERMITS.
H
u I R (1,
ABANDONED L 4745 31
SEWER MAIN RIFLE RANGE
,/11. L J F �-
IRE 4 1 RECORD DRAWINGS
HYDRANT.,-- 0 9�1
EXISTIk,
NEW UTILIT, EASEMENT I
WATER,
30' TYR.
METER
LKIS"ING —7- NAfJE TITLE TE
EASEMENT ------------ 2)�,
---------- 'ALL 8" REDUCER, 8" GATE
ZO
VALVE, VALVE 6 ONE;BETETHRUST BLOCVmLE <
V) zo
STA. 4+87 INSTALL X Z,'o
DII
THOM DEAN & HOSKINS INC. (A
M14EER IN CONSULTANTS
GRAVL4.-- 3 GREAT FALLS-DOZEMAN-ALISPUL MONTMA V)
SFIpcANE WASKINGTOP4 I IDAHO
In
07 1. a G
x S 6 0 SSA. 4"9: & SOUTH "A lCII)o E-A-,;.
> al
8" X 8" TEE CONCPFIF- HRIjr I W
0, 11
u 0 — I z
1W i (n
0
E D I " I I . I I
0
z cl WATER SYSTEM NOTES:
0LJ
0 '4747 66
> (SHEETS 2 THROUGH 3) C�l
�r Z
1 C,
I MAINTAIN A MINIMUM OF IS'VERTICAL SEPARATION
:TA. 549C, 8" AHANL(,NED �LW�P I Z w> Lj 3: > pLU(,,-,LD br,T�I ENE, BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND Z Lj N
+
WATER LINE CROSSING, EXCEPT AS NOTED. < w oc
2 SEE PROFILES FOR CLASS OF PIPE AND FITTINGS Ly w Cl �z I
0 0<
To T NEW WATER LINE SHALL HAVE A MINIMUM OF 65 OF
COVER, BELOW FINISHED GRADE. EXCEPT WHERE NOTED OTHERWISE -- -j Z
4 WATER SERVICES SHALL BE NO CLOSER THAN 18* Q Z<WO
FROM OTHER WATER SERVICES. ALONG THE MAIN. I ILu'L Z i-
5 ALL WATER SERVICES ARE I" IN SIZE AND EXTEND TO THE EASEMENT I INE. I,JI i '<V)
wo
SERVICES ARE NOT TO BE EXTENDED BEYOND EASEMENT LINE -11< N
l(l w
STA 0+78 TO STA 4+46 GRAVEL, 225 Si -4 TA '�[WIFR IN',
ION', A, UNTIL THE MAIN LINE IS TESTED AND ACCEPTED. z!
I c7sp VFPIF _-'AT0N & DEPTH E: ow-i
STA 4+46 TO STA 4+73: ASPHALT. 17 IT "I", TO
W", 6 ALL WATER SERVICES SHALL INCLUDE CORPORATION STOP.
STA 5+13 TO STA 8+77. ASPHALT. E EP MAIN N'�TALLAIIC,N TYPE K COPPER PIPING, CURB BOX AND CURB STOP, i
. 222 S Y FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, AUXILIARY VALVE & BOX. i --
STA 8+77 TO STA 8+90 CONCRETE. 7 DRAIN GRAVEL, AND CONCRETE THRUST BLOCK (SEE CONST. STD. NO 02718-4).
STA 8+90 TO STA 9+11 ASPHALT, 13 8,ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO CONST STILL NO. 02718-1. u L)u
9,ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING TO CONST. STD NO. 02713-1 V)
J z
T i 0�ALL FITTINGS TO BE SWABBED PRIOR TO INSTALLATION. C)
17. ALL REDUCERS SHALL BE THRUST BLOCKED AND TIED TO ADJACENT FITTING II I
WITH RESTRAINING ROD.
F It
ALL FITTINGS THAT ARE NOT PRESSURE TESTED SHALL BE VISUALLY INSPECTED Ld-1N1
BY r C)B. WATER DEPARTMENT PERSONNEL UNDER FULL LINE PRESSURE MI LAI I
C)0 C,I
ETER,
PROPERTY LINE M WA
0 50' 1100, 150' U, WEST CONCUII RUN
ENCASED IN CONCRETE
S C A L E
E TAMARACK sl.
s
z
T[ n
ht A, Av�
L'L''Ql InBLOCKTC EAST
z
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04 <
4 --,0
ANL) F!!,,, ------ LL
- -----------
-30" STORM DRAN 0
12 STORM DAM 5' 0
474',
4/4 5
E- cn
--------- ----- -- -31 Lij
6.5' MINIMUM COVER <
4/40
II
0 Q
4 4(,) INSTALL 2 - 4,x8,
<
OF 2 RIGID POLYSTYRENE INSULATION z
S"' �-" . N
SHEE
/ DRAIN
TS
WATER MAIN AND STORM L"!Es.
Z 0
4 o,-4 M 1:
E— I--
:D
-STA 8+77 TO 9+01, fEMOVE EXISTING W
S'A 0+84 TO 4 87, 403' LF OF 11" (7,A�,�. L, E 4,1,7 Tl-, E"!P:pc 6' WATERMAIN. REPLACE WITH 24' OF 0
6" CLASS 51 LA PIPE 4730
4
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ROCK AND IZ Z
RAILROAD TIE WALLS
NME J TITLE DATE
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THOMAS DEAN & SKINS INC.
D H IiI I
ENGI ERIN .CONISULTANTS J
W
Fill V• 1 BOZEMAN MONTANA z a
WASNINGT
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REPLACEMENT AREAS
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w ziv 04F,0 ow I mz+, \ + +vl u I zl 1 / I ` w 1 1 0� J
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i Q+ i z m i Z°'U z r 2 �Ni I I 3 3 L �'^a s 1 .Q�- ado`�o II / ��"---ST/`II a+41. MANHOLE NO. 6 -----r\ I W5 CAP FIIPE. �Df�B`43, 10 1.509 I i I x a-
'�' r- o w W a o `n w �o 'Zinn / u r 1 f �T ) HOIST I I Z VI
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Z Ou ua eoo o4Da' s 4r 1 '+ ro -W":D( $� \ g o0 y %m I !� ;,� ! I 'I I I I Q
�_ vi= O 3 u z in W + \ +N �I r + N. TFfIffD AVE. �`:. `Z U' Z
o �o w "' �mour�ra '� ww ��1 '�o ��,�' l 00 RESTORE MO LIME
T
+ wz o + +o a > + rww f-o w Buz 1 a i --i1
I
'+n a \ ` \ r Fes--30'�UTILI7Y EASEMENT \� IOW w�w
o qaw 'o I-"za .° In �n�.� vri� rna�o�, --- vA�.; �� v I ZO ti
a a utn a �i O o w z STA 13+30, REMOTE AND I \ W O
N N z r N a N o �� \ �\ o `.REPLACE 3Q LF OF WCE a`a \ a a- W m
iIle
Zy-
M / 7 `w \ `) \ \\ STA 1'p-{99, MANHOLE NO. 5�` I 1 I d Z tQi W 0
-----/ - —
-- - -- --L--.vw_ Li > — - sb -�I�I I x W
---- -- =
1_ - \- - T---- T1�L_IIj1R AVENU (T - 1� — `b �\ zol �a-W
._S i p__ _-_�_--__.. T __--_T _____'-_T_--- _T______T_-_.___ __---_ T_J-_-___T _`-__ T___
W W--'-----t W T W ----_------. __SEWER SYSTEM NOTES U U U
US WEST CONDUIT RUN
(SHEETS 4 h 5) ENCASED IN CONCRETE N THIRD AVE. LtJ rr U)U
I I / W (RESTORE MONUMENT) to W W W
1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
I I 31
OUTSIDE OF SEWER/STORM DRAIN AND WATER MAIN CROSSINGS. ~ O
I ^ I 2. ALL SERVICES ARE 4" PVC - SDR 35. UNLESS OTHERWISE NOTED. N REPLACEMENT AREA 5;°.-,
—i� I-�--30' UTILITY EASEMENT � I+—PROPOSE STA 13+29 TO STA 14+41: GRAVEL, 69 SY S�III\I I;
I I OF GA STREET 3. ATE
�H SEWER
TEESE OR DOUBLE ECTS W EST WILL BEWITH A ALLOWED. Y Vv I
I I al�l I (Ewa
RECORD DRAWINGS a SERVICES ARE NOT IL BE EXTENDED BEYOND THE U F F
I I Y EASEMENT TINE UNTIL THE MAIN IS TESTED AND ACCEPTED. O Q 4 Q
Q 5 CONTRACTOR SHALL NOTE EXISTING STRUCTURES IN CLOSE PROXIMITY J non
nI
APPROVED- 7� --� i „O TO TRENCHING OPERATIONS, AND SHALL TAKE THE NECESSARY PRECAUTIONS rL
I TO ENSURE THE STABILITY OF SAID STRUCTURES. CONTACT MPC (CHUCK BUSTA) Ljj ETITLE TE TO SCHEDULE A SERVICE VEHICLE TO SUPPORT POWER POLE 15' EAST OF STA 4+90. = I
F SEWER MANHOLES LESS THAN 6' HIGH S }�}
BE -
IN ACCORDANCE WITH CONST. STD. N0. 02722722-2. I I m m m I
J 7, ADEQUATE SHORING MUST BE PROVIDED FOR STRUCTURES ADJACENT TO n�
THOMAS EAN dC HOSKINS INC TRENCHING OPPERATION, NOTABLY BETWEEN STA 15+00 AND STA 16+00.
ENGIIJEE RING CONSULTANTS 8. AL FENCING DAMAGED OR REMOVED BY CONTRACTOR MUST BE
—AT FALLS--lEMAN-KAUSVELL MONTANA RESTORED TO ORIGINAL CONDITION.
SPMANE WASNMIGT
WISTON
T,PE A RACKFILL
I
zol
-- tSIE
4745 QSTA. +U TO 4+20, r-� UJ
FLOW BLE FILL BACKFILL __ ___-- HDUP T TH ELEVATION OF K _------"-TOP F N W THRUST BLOCK E ISTINCG GROUND -_ 4740------------- Q
_ -_" sly---w ", -- ----- - - -- 4735 �--- ----- 47304730 L _-___ E—
� a 0.44RT 5 Z
-- - ; Q
0.40 C f-
3 iv 142 LF 8' PIPE, S R 35 C
II — a, — j pa LF 8" PIPE, SDR 35 4725 O N
4715 II _ - - - -- -
I I IPE. SDR 35 Q
II 1.06% 380 LF 1�
0-4m �
4720 II F 1o" PIP -- - _ 4720
--- LI..)
7 LF 1 $
PIPE. SDP 35 DR9Oo P ESSUR LiJ
263 LF 10 PIPE
4715 4715
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5 SHEET NO.
4
B 7 1 "HEE111
O N-L AN.
DAVID J
RECORD DRAWINGS : ND^WFGP
6" PVC SERVICE
Elit
w APPROVED
-8" MAIN orn g _ /T' ye'u �71n,t=»� _,/7-l�,�5 •"'•'S/
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W ti Z —NAIAE ' TITlE PATE
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00 Q.c2,{c�(_te: L
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O N ZO
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RILL EERING CONSULTANTS
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ABANDONED DIRT 0 I Q 3 c�Of Q W m
IRRIGATION SEWER LINE ih w a
/ I WELL HOUSE 1 3 viol' I I /S ORAGE 1 1 Ali 1 15.0' TYP.I a n
CONTAINE J - * * L I z J 0
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SEE SHEET 4 71" _ J �I�I 0 '"
L
MAIN Al' \\ . \ t5.o' --- ------- -- -- _ G.Iw� F-' c�rn�
L XI$ WA\f�R Q 1 4>4 \
MET R PIT` \ �' � P IN i 5 �. CLEANOU7 ------------- -- ---- -- ---- _ z I I I
A I�� GRAVEL _.__ -- ---------------- --- - - ------ -- -- _ - �I�I�I
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MA
AIN 1 1 1 1 /% i 1 \ i O O Mtn V1 to
GATE LD 1 � __W I I I R�� 1 O O
\ 1 O __ O - -- GRASS ��1�1 I
FIELD NOT _--_� -O d v)��',1�1 I
I I j I 'Ti� ,!:��/ "� //'' REMOVED. NO 1 O O 6Q ��\\ i W I
I I I I i/ I l i .i i/ DRAINFIELD I _--
i-----tA I I I '�� I ; :�::/ /.; I VERIFIED 1 O O .,.� + \ - f rnl�l
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L �\ II 11 co 1 !,i O'.i I 1 N ------ �- - 1 1--F-F
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1 I n I o o \ ____
CLEANOUT V al<1 I
J3 4745.31 r>
A m cc,m
3 CONNECT TO EXISTING SERVICE.
SEPTIC TANK LOCATED PARTIALLY UNDER
REPIACC,, NT AREA• BUILDING. ONE TANK OR A PORTION OF A
E„ TANK WAS REMOVED
STA 14+41 TO'STA U+57: GRAVEL, 376 SY --""- 0 50' 100' 1 50'
1 1 1 1
S C A L E
TYPE A BACKFILL TYPE B BACKFILL Q 00
Al i5o _ 4750 Z'
Z 4 �7 Z O
;745 29 Q
------'-- ----__ -- -- EXISTING GRO ND--- - p�9 -- y6 - - F--1
/ AND FINISHED GRADE y0 App
1
__ ___ _____________
4 '40 a - - - O
------- ------------------- --------
In w
w c-
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3 3
4735 N 437 473`_ ►� cc Q
0.43X (::) L
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-- - - 1-4 z m
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F � w
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4710 _ 4710 SHEET No,
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