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GREEK WAY APARTMENTS WEST GRANT STREET PE=W
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BOZEMAN , MONTANA =01
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ZONING BOUNDARY
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LEGEND S,,BDNSAON
NEW EXISTING DESCRIPTION GENERAL NOTES PROJECT `. z
LOCATION �y O
KAGY BOULEVARD "V
BUILDING 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE ___> — �pNllK Z 0
RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES
• CLEANOUT BEFORE BEGINNING EXCAVATION. CONSTRUCTION ROUTE * vl w
• A CURB BOX 2. ALL POWER. TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE (TYP-) J Q W Y
CURB & GUTTER (CATCH) WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY
COMPANY. CITY LIMIT zom
CURB & GUTTER (SPILL) BOUNDARY y- v)N C7 N
3. EXISTING FITTINGS ARE SHOWN BASED ON DATA FURNISHED BY THE OWNER. THE (TYP.) -I w-It m m ,C,
- ---—--—--— EDGE OF ASPHALT CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING J
REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. T, ' tr(n U))U)
GRAVEL COUN O j
c o o a, z
O ELECTRICAL BOX 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS, a0 zo
Y L7 FIRE HYDRANT 5. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE /� N �Nw
REMOVED & RESET BY CONTRACTOR. VICINITY M A P
A LIGHTPOLE 'D
6. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT
INLET INTERFERE WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. RECORD DRAWINGS
• O MANHOLE 7. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. APPR V D o CC)
o TRAFFIC SIGN 8. ALL CIVIL WORK SHALL BE CONDUCTED IN CONFORMANCE WITH THE FIFTH EDITION - _ H G I G !'
OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND THE CITY OF NAME TI A
Q POWER POLE BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS o
FIFTH EDITION, INCLUDING ADDENDUMS NO. 1 AND NO. 2. THOMAS,DEAN&HOSKTNS,INC. .�
E -- UNDERGROUND ELECTRIC r
9. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKS PLACED TD&,` LNGWGERING CONSULTANTS zEwa-�uusPEu woNr� T }� n
E BY ONE-CALL UTILITY LOCATERS AND BY CONSTRUCTION AND/OR RECORD WwHINGT N 03 co GD
OVERHEAD ELECTRIC OAS DRAWINGS. THE SITE WAS SNOW COVERED AT THE TIME THE FIELD WORK WAS Z ��� �G
CONDUCTED.
DRAWN BY: RJD
S S SANITARY SEWER DESIGNED BY: RJD,KEW
10. ANY DAMAGE TO EXISTING CURB, SIDEWALK, OR ASPHALT WILL BE REPLACED WITH 0 3 6 90, - QUALITY CHECK: DJC
----------- SANITARY SEWER SERVICE NEW SURFACING
I G TO THE CORRECT SPECIFICATIONS. I I I � �
1 :
SD SD STORM DRAIN L DATE 6108
� --
JOB NO. 807-083(002)
/ FIELDBOOK NA
—--i -- UNDERGROUND TELEPHONE � s--
CONTROL & BENCHMARK DATA -�
-----V-- v WATERLINE --,_; i", ,�
WATER SERVICE / P \Y/ --
VALVE
H - - - - - PROPERTY LINE PION
ot T 10300.694 4 07.NORTHING 1375 4912NG T32 74 SOUTH BOLT ON ACAP FLUSHDESCRIPT, H2212 LS �j i-----'---------------
---------------------- UTILITY EASEMENT \ V - -% 4s' -T -� - 7
DETEN 10 I I
THE ELEVATIONS SHOWN ARE ON THE CITY OF BOZEMAN VERTICAL DATUM
----------- SEWER/WATER EASEMENT -- ____ - -5�� \ I I PON
BASED ON BM N244 (ELEV = 4909.74 FEET) BM #244 BEING THE S. BOLT C},P.,_#1---'W'�"�/ I IP
SEWER EASEMENT OF THE FIRE HYDRANT ON THE WEST SIDE OF GREEK WAY 160 +- NORTH
OF KAGY BLVD. STAMPED *244'
► WATER CURB STOP IN VALVE BOX
SHEET INDEX w a
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1 COVER SHEET / -' s �� 'J I I I N ~Z W
2 SEWER PLAN & PROFILE I
3 WATER PLAN & PROFILE '� - 10
j c IMII Y Q LLI
e L r fi W 2 >
w N O
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ABBREVIATIONS r_
AWWA AMERICAN WATER WORKS ASSOCIATION MH MANHOLE
L / h�a' HYDRANT ARROW BOLT
ASTM AMERICAN SOCIETY TESTING MATERIALS MIN. MINIMUM \ 3A-' _� BENCHMARK
CP CONTROL POINT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS �. 4 � =�' ELEVATION=4910.77 I 11
CONST. CONSTRUCTION NA NOT APPLICABLE 4 �� /'�
DEGREE NO. NUMBER
DESCR. DESCRIPTION PVC POLYVINYLCHLORIDE
0 DIAMETER RT. RIGHT
DWG. DRAWING SS SANITARY SEWER y
ELEV. ELEVATION STA. STATION / yy T��'" HYDRANT ARROW BOLT
BENCHMARK
EXIST. EXISTING STD. STANDARD \'•yyb ELEVATION=4911.75 -
INV. INVERT ST. STREET �l
L.F. LINEAR FEET TYP. TYPICAL
MANUF. MANUFACTURER W/ WITH
CP #12
CAONO- 807-083-01R.DWG
SHEET 1 OF 3
'SS MH (EXISTING) I
STA 5+20 A 5+20 IUI
RIM 4901.93 2 i
SEE COB MODIFICATIONS 'INV IN 4893.85 r NG MH + PEj�
TO THE MPWSS DWG. NO. INV OUT 4893.78 �'-
02221-1 FOR ASPHALT
DISTURBANCE AND
REPLACEMENT DETAIL / p.MAL
QQ 1 azo
zom
zz-
s
0 50' 100' 150' iEKi- I I i ~ 3
I I I I \ - ` " -'I- ETE to I m
S C A L E �-- --�- / �/ , I N j ON I I
P I,I I�y1
ri SS MH #3 I rra�yy
STA 3+68 W z
RIM 4907.13
\� INV IN 4895.09 I "V V
iINV OUT 94.89
/ i c _r g6• s ' SEWER .ryy
+51 _EASEMENTS I I I I W W Y
(TYP.) 'I I rn Q W
SS MH r1 • S` , +9 ZO mI
STA 0+27 / .' ,-Y y r I 1 1I cn In V n+
RIM 4909.10. � n /� �� y r >a Zm
INV OUT 4897.34 tY 9 -�� 1 y t r r I "I I I o
Alit U U w rJ
IM 4907.91
w W w
INV IN O ia w z
INV 0 6.O,Q- xo Qzoo
o 1
O E
C11
j_ INSTALL 3 - 8"x4" WYES LEFT o,
1 LEANOUT /-' INSTALL 5 - 8"x4" WYES RIGHT < ~¢
�-
SANITARY SEWER NOTES 4 .9 RECORD DRAWINGS
/
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1. ALL SEWER PIPE IS TO BE SDR 35 PVC AND MEET
1y 4898.9
ASTM 3034 STANDARDS. APP E
\� r /
2. EACH SEWER SERVICE CONNECTS TO THE MAIN I NAME n'LE
WITH A SEPARATE WYE. NO TEES OR DOUBLE WYES
ARE ALLOWED. / ' TD& �THOn &HOSKINS,INC. m m m3. ALL SERVICE LINES ARE TO BE 4" UNLESS NOTED G CONSULTANTS
�8 _ MDWW
wwswwcmw DRAWN BY: RJD
OTHERWISE. . 0wo DESIGNED By KEW,RJD
QUALITY CHECK: DJC
4. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL
SEPARATION BETWEEN OUTSIDE OF SANITARY SEWER DATE 6108.
AND WATER LINES.
JOB NO B 7 (
FIELDHOOK NA
5. MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION
BETWEEN OUTSIDE OF SANITARY SEWER & WATER
LINE CROSSINGS.
6. NEW SEWER MAIN SHALL BE 8" IN DIAMETER, SDR
35 PVC, AND HAVE A MINIMUM OF 5' OF COVER. TYPE 2 EXCAVATION
TYPE A BACKFILL
7. ALL SEWER MANHOLES ARE 4' DIA. UNLESS
OTHERWISE NOTED ON PLANS.
TYPE 1 EXCAVATION / TYPE A BACKFILL
< �g
C
rn
4915Q�R I 4915
o
=+YZ0 Mmrn
f O EXISTING GROUND N >> n ^m w
(CENTERLINE MAIN) ____ In rc K i +o a J
z f
4910 -- - - -1 _ 4910 Z
FINISH GRADE _-_ `N i> z Q
CENTERLINE MAIN) In n
w
+ f
�N z
4905 - a > 4905 0d
w Inca Y Z
- W z Q
W Q J
4900 -- 4900 W a
LF ~ N
8" SDR 3S 3
157 LF p 5n AND OF SEPARATION BETWEEN WATER
184 0.61 X 0
LLJ
8" SDR 35 152 LF p,68x 8• SDR tO AND SEWER PER APPROVED DEVIATION, m
PLACED NON-SHRINK BACKFILL BETWEEN
4895 _ - - - 4895 WATER AND SEWER MAINS Lu
U)
EXIST G GROUND 5'
DATUM ELEV (CENTERLINE)
4890
489000 50
O O O O T 00 ,D O O O O O 0
a d < d v v f f < d
I
0+00 1+00 2�00 3+00 4+00 5+00
CAD NO. B07-083-02R.DWG
SHEET 2 OF 3
*tL' Tay ,
i DAVI _
/. PEJ%�
6"X6" TAPPING TEE TONAL
STA. 7+78.4 '„`"•0 50' 100' 150' STA 7+78.4 INSTALL 8"x6" a z o
I EXISTING 6• �g
I I I I I TAPPING TEE AND VALVE
/! C.I. WATER MAIN ZZg
STA 1+00.0 INSTALL 8"x6" S C A L E SEE DETAIL THIS SHEET Z
X
PING TEE TAPPING TEE AND VALVE W-4 s=
, 10' LT. SEE DETAIL THIS SHEET I EXISTING WATER SERVICE -
I PLUGGED AND ABANDONED IN PLACE V1 ;
.X \ 6" GATE VALVE b
6" GREE - -----_-- ------ -- -- --� --_ - ��O F
ISTING 6" K wAY s / f8" D.I. WATER MAIN
. WATER MAIN 8"X6" REDUCER-
8"X6" REDUCER-, - O
WATER EASE'MENT�(TYP. - -__ _ -- -- _ -+32.1 //' �z
8" 11.25• i y 1 ALL 1 O
BENDSSTA 1', - - - DETAIL 2+32.0 +72 STA 6+10.9 +
INSTALL 45' BF110 / I Fy w
INSTALL 8"z6" TEE o W Z
Na / _ a
STA 4+01.7 STA 5�#15. y /' r ^ W y
I INSTALL 8"x6" _ INSTALL 11 ' TER EASEMENT /� (L
TEE END - / z� z
STA 3+12.2
�TA. 1+32.1, 0' LT. i INSTALL 90' Ir1 +93y,�, _ lld ' 552 �V
I i BEND- -r ,--�'"^' - ST 37.0 / > ,vl, z o-
DETAIL - 7 IN 90' BEN , / / Lu Ir V V IC w N
" --
71
r 55- 1 l c W I'o�
01
RECORD DRAWINGS w00
APPPYED 611
STA 5+08.0 �'-�. _ Ali / I ✓ �`� rch�r I L/c'� iiy0
STA 4+01.7, 12.0' RT-. INSTALL 8"VALVE
STA 6+10.9, 12
INSTALL 9.0' BURY / Nan1E TI LE a FIRE HYDRANT INSTALL 8.0 B
INSTALL 1 - 1" SERVICE LEFT FIRE HYDRANT ,,,� ! p� ENGINEERING CONSULTANTS THOMAS,DEAN&HOSKINS,INC.
INSTALL 2 - 1 1/2" SERVICES LEFT TDOCr#�]
INSTALL 1 - 1" SERVICE RIGHT `;yY } a}D a}0
GREAT FALLS-BOTEWN-NKISPELL 40NfNN
INSTALL 4 - 1 1/2" SERVICES RIGHT' ���� �� NCTON
SPOKAW �����
��� DRAWN BY: RJD
DESIGNED BY: KEW,RJD
9 QUALITY CHECK: DJC
DATE: 6/08
JOB NO. B07-083(002)
FIELDBOOK NA
WATER NOTES:
1. NEW WATER MAINS SHALL BE 8" IN DIAMETER,
CLASS 51 DUCTILE IRON, AND HAVE A MINIMUM
COVER OF 6.5 FEET.
2. MAINTAIN A MINIMUM OF 18" VERTICAL TYPE 2 EXCAVATION TYPE 2 EXCAVATION
SEPARATION BETWEEN OUTSIDE OF SEWER/ TYPE A BACKFILL TYPE A BACKFILL
STORM DRAIN AND WATER LINE CROSSINGS. TYPE 1 EXCAVATION / TYPE A BACKFILL
3. ALL PIPING TO MEET ANNA CLASS 51. 4915 - 4915
4. THE CONTRACTOR SHALL INSTALL MEGA LUG W
RESTRAINTS OR CONCRETE THRUST BLOCKS EXI TING GROUNDJ
LL
AT ALL WATER LINE FITTINGS, VALVES & FIRE (CE RUNE MAIN)� ____t____ Q
HYDRANTS, AS DESCRIBED IN THE ___ __ --
SPECIFICATIONS. - ---- -- ---- _FINISH
4910 -- -?CENTERLINE LINEEMAIN) -_- - 4910 } z 0
5. ALL WATER SERVICES ARE NOTED IN SIZE AND
PLACED IN CONJUNCTION WITH NEW BUILDING �� Q d H
LOCATIONS, UNLESS OTHERWISE NOTED (SEE CITY z
OF BOZEMAN CONST. STD. NO. 02660-6). SERVICES �j O 06
SHALL BE NO CLOSER THAN 18" FROM OTHER 4905 - 2
SERVICES ALONG THE MAIN. -- -- 4905 W Z Q
6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT,
AUXILIARY VALVE & BOX, DRAIN GRAVEL AND W •""J
CONCRETE THRUST BLOCK (SEE CITY OF z UJI
BOZEMAN CONST. STD. NO. 02660-4). 4900 w w 4900 IN (L/
7. ANY EXISTING OR NEW VALVES WHICH CONTROL w C0 < a z m ui
J
THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE 00? _ �l w
OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. r a 5' o p -- - m w 2
U� w Z Z U l 8. THE CONTRACTOR SHALL NOTIFY THE WATER i m m a m w .8
DEPARTMENT A MINIMUM OF 24 HOURS PRIOR 4895;C - `- 'x '� - - -z 1.JE w 4895
TO THE BEGINNING OF ANY WORK. ; a m m oo m rn coi ;
z
9. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES o a cov �i EXISTI GROUND m o 0 o m ;Fcz z
PRIOR TO BEGINNING TRENCH EXCAVATION TO I o � � n n
ENSURE CROSSING CLEARANCE. THE CONTRACTOR DA TUA! EL_E;V �0 4{ N (CENTERLINE) o ^ `�o ad a STA 1+00 TO 7+78.4 INSTALL 679 LF OF 8"
- -- -SHALL NOTIFY THE BOZEMAN PUBLIC WORKS 4890.00 - CLASS 51 DUCTILE IRON PIPE
DEPARTMENT PRIOR TO EXCAVATION. o I. m
0 o O C G o 0 0 o o -o. W rn of O� W rn rn m rn rn m.
1+00 2+00 3+00 4+00 5+00 6+00 7.00
CAD NO. B07-083-03R.DWG
SHEET 3 OF 3