HomeMy WebLinkAboutNorthside Subdidvision PLANS FOR
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NOT TO SCALL
BOZEMAN, MONTANA
PREPARED FOR:
TNE "' SAD'MONTANA AVENUE YV ILI,
1006 WEST MAIN STREET
BOZEMAN, MONTANA 59715
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DIVISION
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PREPARED BY:
HKM ENGINEERING, Inc.
920 Technology Blvd. Suite A
Bozeman, MT. 59718
ENGINEERING (406) 586-8834
FAX (406) 586-1730
PROJECT NO. 04S498.101
JANUARY 2007
REVISED 7/9/2007
PROJECT MANAGERIEAAGAEER
4 RECORD DRAWING '01MT
14 INFORMATION -1k
0. Sheet No. I
10/5/2007
0% �766 PE CLAVTON 0 UTLE 107W FIF
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Projact ftik—
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14
Copyright 0 2007 HKM Engineering Inc, All Rights Reserved.
J O O
GEAERAL NOTES. "
m a In a
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1. REFER TO ARCHITECTURAL PLANS FOR INDIVIDUAL BUILDING DEMOIJl10N LIMITS 7 CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY 15. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A 21. USE UNDERGROUND PIPE HAVING MECHANICAL OR PUSH-ON JOINTS
o o w
THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. LAWFUL MANNER. MEETING AWWA C111. USE UNDERGROUND FITTINGS HAVING MECHANICAL • 'o a �
2. CONTRACTOR TO COORDINATE NTH NORTHWESTERN ENERGY TO RELOCATE EXISTING OVERHEADPOWER JOINTS MEETING AWWA C711. IF RESTRAINED JOINTS AT FITTINGS ARE zo
LINES, ALL NEW LINES TO BE UNDERGROUND. 8 THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY 16. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE REQUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT OR MEGAFLANGE 0
FROM DAMAGE DURING CONSTRUCTION. REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. RESTRAINED FLANGE ADAPTER, MANUFACTURED BY EBBA IRON SALES, OR c
3. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE AROUND PROPERTY BOUNDARY UNI-FLANGE SERIES 140E RETAINER GLANDS, MANUFACTURED BY FORD Z w n
9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL 17. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR METER BOX, WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL BE IN c
AND WITHIN PROJECT LIMITS. CONFORMANCE WITH CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1
UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. OTHER METHODS APPROVED BY SHE REPRESENTATIVE. AND NO. 02660-3
4, THE LOCARON OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE CONTRACTOR SHALL FIELD • ti, N
VERIFY PRIOR TO CONSTRUCTION. SHE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO to. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 18. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS.
CORRUGATIONS, AND MATERIALS BEFORE ORDERING. 22. WATER SERVICE SHALL BE INSTALLED PER CITY OF BOZEMAN a 2 ���
PROTECT ALL EXISTING UTIUTIES. INCLUDING, BUT NOT LIMITED TO, DETOURS, SIGNAGE, AND FLAGGING PERSONNELm�'"
STANDARD DRAWING N0. 0266E-6. < o
c
S. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM THOSE INDICATED ON THE 11. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT VERSION 19. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR; QUANITIES c
PLANS OR IN THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE PRIOR TO THE OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LOCATIONS SHOWN IN THE PLANS ARE FOR ES7IMA TWIG PURPOSES ONLY. 23. SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF ; �wo
PERFORMANCE OF WORK. BOZEMAN STANDARD DRAWING N0. 0273E-2. 0 4
12. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE MATH 20. ALL UTILITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND COMPACTED PER
CITY OF BOZEMAN STANDARD DETAIL N0
6 ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF BOZEMAN SECTION 33 OF MONTANA PUBLIC WORKS. . 02221-1. 24. STREET MARKERS, REGULATORY, SIGNS AND DEAD END BARRIERS,
SHALL BE INSTALLED PER CITY OF BOZEMAN STANDARD DRAWING N0. i
MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS FIFTH EDITION.UNLESS INDICATED
E PROJECT LIMITS. 0981E-1, EXIST-2, AND 0981E-4.
OTHERWISE ON THE CONTRACT DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN 13. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO TH
25. ANY EXISTING OR NEW VALVES WHICH CONTROL SHE CITY OF BOZEMAN
MODIFICATIONS,FOLLOWED BY MONTANA PUBLIC WORKS. a
14. ALL EXCAVATION SHALL BE PERFORMED UTILIZING TRADITIONAL EXCAVATION WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL
MEANS (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL ONLY.
NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE REPRESENTATIVE. •
26. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM I
o
OF 24-HOURS PRIOR TO BEGINNING ANY WORK. N
T
&RVEY CO1MTf a Q J
PROJECT HORIZONTAL DATUM: ASSUMED o U X
PROJECT VERTICAL DATUM: •
CITY OF BOZEMAN RZ O Z
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SHEET INDEX
0-
_ •
— SHT. NO. TITLE SIHT. NO. TITLE
0-1 GENERAL NOTES,PROJECT LEGEND i SHEET INDEX 0-1 STANDARD DETALS
O-1 POSING-PLAN D•2 STANDAR"DETALS -- `OrN uurAi..
C•2 DEMOLITION PLAN D-S STANDARD DETALS
C-S SITE GRADING PLAN D-4 PEA CANNERY FIRE SERVICE CONNECTION EINFORMATION
RAWING C
C-4 UTILITY PLAN C S WATER YAIN i PROFLE `0 1 7C3 STORY YAN A PROFLE 0/I �'SrONAL EIt
'�anrurnlll
C•7 ROAD PLAN i PROFILE
C-S ROAD PLAN i PROFILE
C-9 POWER PLAN
GENERAL PRO.ECT LEGEAV COM WON ABBREVIA TIONS
SO STORM DRAIN Pm POINT OF VERITCAL INTERSECTION
PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION
GA GUY ANCHOR EVCS END VERTICAL CURVE STATION
o - EXISTING FENCE I,3 EXISTING LIGHT EDP EDGE OF PAVEMENT BVCE BND VERTICAL CURVE ELEVATION v
NG
UNDERGROUND CAS UTILITY PEDESTAL L.F. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION m
EL. ELEVATION I.E. INVERT ELEVATION m
EXISTING POWER POLE r S o UNDERGROUND POWER (TYR) TYPICAL INV. EL. INVERT ELEVATION 2 n n
- v— - INV. INVERT UG-PWR UNDERGROUND POWER Z w:~:a
o 3�w
WATERLINE o
srnr SANITARY SEVER S= SLOPE UG-TEL UNDERGROUND TELEPHONE W a IA FN-W N
C.B. CATCH BASIN IN INCH W �p
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UNDERGROUND FIBER OPTICS MH MANHOLE CMP CORRUGATED METAL PIPE Z c_m c`?V
(�MM MM m m m 11� IN PHASING BOUNDARY CL CENTERLINE DH DRILL HOLE d Y 0ZA0
FL FLOWLINE FT FOOT Z 0 O.0 m
— - EASEMENTS CHIP OVERHEAD POWER CP CONTROL POINT W E m m m a
i
............... BUILDING LIMITS C.O. CONTRACTING OFFICER VC VERTICAL CURVE
C.O.R. CONTRACTING OFFICER CP CONTROL POINT Sheet No. 7
O EXISTING MANHOLE REPRESENTATIVE PC POINT OF CURVE
g EXISTING WRIER VALVE LT LEFT
To K CURVE COEFFICIENT PTPOINT OF TANGENCY G
CATCH BASIN _2
(I A D ALGEBRAIC DIFFERENCE
14
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Copyright 02007 HKM Engineering Inc., All Rights Reserved.
n
/ I IM -473&90/ m
\ / / (/^� \ I I V 5'DROP=4741.90 G m a �0. a
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M RI EL=4752.88 • m o w
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USE EXISTING SEWER CONNECTION.
I EL=4753.44 r
EL-4740.39 a
SEE ARCHITECTURAL PLANS FOR 'd
FOR BUILDING MODIFICATIONS.01
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REMOVE AND DISPOSE OF
_ --APPROXIMATELY 802.53 S.F.
CONCRETE PAD AND WALLS o Q Q
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d94 of r�0 4753 O
REMOVE AND DISPOSE OF
EXISTING ASPHALT PAD(TYP.) d W Z ~
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REMOVE EXISTING �+G I ;v, I 5 O
Ic OWERROLE AL) z `Z ti N W
�4754 I Q • O
REMOVE EXISTING N
— - - m
-POWERPOLE(TYPICAL)-- litI
REMOVE AND REPLACE o I — = = rn
EXISTING 10'WATER MAIN. O a
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I REMOVE EXISTING 6
POWERPOLE(TYPICAL) I Z
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I - REMO AND DISPOSE OF EXISTING i lot•
CON A6 VAULT,VALVES,AND
APPURTE S.CAP CONNECTION I a
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" 07- RECORD DRAWING '. LI
COORDINATE RELOCA OF EXISTING POWER.
E GENERAL NOTE 2 INFORMATION
10/5/2007
Aj53 I Js SEE ARCHITECTURAL PLANS FOR
/ ADJACENT SIDEWALK REMOVAL REMOVE EXISTING NCE.
SEE GENERAL NO 3
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Copyright 0 2007 HKM Engineering Inc., All Rights Reserved.
C<H)RL)1NA'PE TABLE S N
PN1/ NORTHING FASTING. ELEVATION DESCRIPTION c y y y
01 9816.7219 10546.7083 4756.0200 TBC o m a a a
02 9832.6915 10541.9388 4755.8900 TBC n
03 9830.1160 10533.3152 4755.9300 TBC n
{CONSTRUCT 04 9855.9868 10525.5885 4755.7300 TBC
IRRIGATION WELL. 0 05 9850.9311 10508.6607 4755.8200 TBC 5
INSTALL 65.0 LF. Z AUXILIARY BUILDING 06 9850.5559 10502.1630 4755.9200 SIDEWALK a o
DEPRESSED CURB _ (SEE ARCHITECTURAL 07 9865.6791 10482.9113 4755.8700 SIDEWALK
PLANS) __SEE SHEET C-6 FOR 08 9992.3032 10485.2236 4754.6900 TBC v v
STORM IMPROVEMENTS _ 09 9739.4921 10385.1397 4756.00i: TBC O EXISTING u i a n
10 9986.7705 10466.6989 4754.7300 TBC o
11 1754.1170 10374.3833 4756.5570 TBC O PC a
------i-- ---- --
-__ -------------- 12 1774.0944 10312.8740 4755.20t TBC 0 PT • ,
- {- 1
13 9976.9923 10454.5188 4755.1700 18C u
STORAGE AREA t - I 14 9976.4215 10402.5219 4755.4300 TBC m z £
_ I 15 9970.0885 10402.5915 4755.5300 SIDEWALK z m W<o
FZ L�11 I 1 1 N(, 1-i 1 I L, 16 9774.1576 10338.3534 4755.7000 TBCO PC ; Q �,f
FFE-4755.5' �z IJ' 17 9745.8576 10405.1197 4755.9800 SIDEWALK 3
18 10038.4177 10401.8413 4754,7200 TBC
19 10038.8097 10444.8388 4754.5000 TBC •
INSTALL 826.0 L.F. �� O FiI1II.hIN(: # 20 9746.9167 10497.9901 4755.8100 SIDEWALK a
I SQUARE CURB,NOR n 21 1791.2412 10455.7013 4754.7500 SIDEWALK
I SIDE OF DRIVE. S'1P _ INSTALL 22 9791.2412 10497.5013 4754.7500 IBC
INCLUDES LANDSCAPE PERMIT REWIRED$100 FINE'SIGN 23 9748.7063 10523.5481 4756.71DO TBC 0 PLANTER o
CURB ze (TYPICAL OF 5). ( 24 10033.3543 10472_9632 4754.21D0 TBC rn
�a 25 --NOT USED----
2 CONSTRUCT HANDICAP I Oil,l Q Q 661 0
� I 26 10093.6711 10436.1648 4754.6400 TBC o
27 10099.6100 10456.0498 4754.5400 TBC •
05Gw 28 10129.3468 111469.3412 4754.7900 TBC
O 29 10148.4804 10463.6267 4754.8600 TBC g_�zc 30 10166.6047 10524.3113 4754.5400 TBC
0 0 ^YaOp INSTALL RAISED 31 10148.7187 10529.6532 4754.45DO TBC
R PLANTER(SEE 32 10151.8666 10540.1932 4754.5000 TBC < Z
LANDSCAPE PLANS) 33 10128.0076 10547.6669 4754.4000 TBC O Q
0 �J 34 10133.0633 10564.5947 4754.6000 TBC
PROJECT LINTS I 26� 35 _ C7 I INSTALL 125.0 LF. 3 35 ----N01 USED---- ii � Q Z
I t0' ---- ---- --- SQUARE CURB,AT 36 10032.1513 10594.7334 4754.1500 TBC a
��) I Q t5153 m ) DRIVE ENTRANCE 38 9729.5010 10635.3440 p--_4755.7300 TBC •
INSTALL 3'WIDE vETTE�EWALK40 9765.0100 10677.6800 4755.56 TBC Ue
I '" 39 10021.9892 10605.8176 4754.0000 TBC
CURB FLOW-THRu -
`-- - AND 10 LF OF 1Y� bel I j -`tz) (TYPI AL)M-4000. 41 9774.5915 10693.35DO 4754.10DO TBC ?
z) SLOT DRAIN 42 10041.1996 10655.2460 4754.2000 TBC uj Z
43 9807.5256 10677.8235 4755.30 SIDEWALK
3 INSTALL 210.0 LF. 9) 44 10113.8700 -----NO ----3 TBC Q N w Ix
45 -----NOT USED----- K N
- SQUARE CURB,AT -� CONSTRUCT_6'THICK 46 9979. 033 10655.9266 4754.6500 SIDEWALK 0 PLANTER 0
DRIVE ENTRANCE / -REWF. CONCRETE Ui 47 9979.2033 10655.9266 4754.6500 TBC • m
/ � SIDEWALK. 48 9978,8301 I0621.9286 4754.5000 TBC Q
49 10048.1024 10661.5329 4754.3000 SIDEWALX O PLANTER o Z
rI�1I'J 50 10139.8984 10585.7331 4754.9100 TBC 0 BUILDING m
e) (z ,"�� V Z 51 9990.1420 1 D607.2801 4754.4700 TBC a
I 'P-1 ) 6, e - (+p Q.y I 52 9985.9491 10589.7467 4754.0700 TDC
(� 53 9807.4315 10520.2609 4756.1900 TBC g
�• fi'INSTALL 3'WIDE 4 I 54 9846.6372 10651.5313 4755.4400 TBC 6
CURB FLOW- 55 9884.8546 10573.3237 4755.2600 TBC z
NOTES: J �- INSTALL 3' 4 i (TYp 3 56 98612937 10626.7439 4755.4100 TBC
-� WIDE DOUBLE p_7 11 IN T 1 57 9863.2380 10626.7439 4755.4100 TBC
SEE ARCHITECTURAL PLANS FOR GUTIER 6.35 SQUARE CURB,AT _ 58 9858.4471 10628.1748 4755.4500 TBC •o
LANDSCAPING A-3, CONCRETE I BUILDING#4 (TYP � AS. � DRIVE ENTRANCE 59 9839.9019 1062.320 4755.6200 TBC a
MARKING LANDSCAPING
CONTROL JOINTS. 60 9870.80 5 10547.2535 4755.5100 TBC •
AND �-• Y6� �� Q �� PR I Y 61 9865.0447 10559.4109 4755.5100 TBC
CONTRACTOR TO VIDEO EXISTING a Q� 12 BENCHES THOUGH OUT 62 9873.3437 10559.4109 4755.3900 TBC
N 00 a SITE.(SEE SHEET A-4 63 9804.8290 10594.2 43 4755.2400 TBC T
SANITARY SEWER SERVICES TO 3035 6a 9884.8290 10594.2043 4755.2400 TBC T
CONFIRM INTEGRITY 3 INSTALL t 18� 2600 Q Oa DETAIL 1&2). 65 9982A149 10514.0098 4754.6700 TBC `�'AND CONNECTION TO EXISTING V ss 9989.4557 10542.083I 4754.5500 TBC
SQUARE ClxtB,SOUTH & 67 9986.8802 10533.4595 4754.60DO TBC `` f7.
...... . '
MAIN. VIDEO TAPES TO BE SIDE OF DRIVE. 66 10031.4653 10529.5669 4753.5000 TBC:
, W:
(TYP) INCLUDES LANDSCAPE QQo 69 10028.BB98 10520.9433 4753.5000 TBC _O
PROVIDED BY ENGINEER. I _ OQQo n 70 t0036.2306 10549.0167 4753.7000 TBC
CURB og�( ,uf H",
`5\ 72 10�97318 10479.00767 4754.2500 TBC ���v'IIIAfill,"
CONSTRUCTION INSIDE PROJECT
LIMIT TO BE DONE BY BUILDING C^ 73 10113.2042 10526.0275 4754.0200 TBC
� � 74 10113.2042 10526.0275 4754.0200 TBC
OWNERS. 75 ----NOT USED-----
o 5, 76 --NOT USED-----
•Q CONSTRUCT 4' THICK_ 77 78 �0.� -NOT 10464.8137 4756.2000 GROUND
No 9' Q CONCRETE SIDEWALK 79 9962.1434 10393.6764 4756.2000 GROUND
ca O (TRH
(TYPICAL) 80 9783.2582 10386.1270 4756.2000 GROUND
M-4000. 81 -----NOT USED-----
4.16' O ' l-' 82 9882.2791 10564.7001 4755.3100 IBC
1;j I INSTALL 285.0 L.F. 5m 1 INSTALL
H CAP Z
a, A STANDARD CURB& p_, c� A CC E SARLE SIGN RECORD DRAWING
\ - ROADWAY. SEE GUTTER. (TYP) - - - - t (TYP.)
SHo P 7 FOR PLAN v INFORMATION
o MILE
DU PSTER ENCLOSUR 33 )I(')(.I)I'.V l� $>`3IC
Cu (SEE ARCHITECTURAL I '.24.50' FFE-4756.5' ` _ 10/5/2007
0� a PLANS)
i \ f�45�� g J , m
Z N N m r-
SEE SIGNAL DESIGN FOR SEE SHEET C-4 FOR WATER, - m
7 V LAYQUT AN - SANITARY SEWER AND - • ^b
GI IMPROVEMENTS, STORM SEWER PLANS. K 0rn N N N
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tY '1 (�rl 'I I` SEE SHEET A-3 FOR W 0 0
tl`I/f Illl LANDSCAPING PLAN. Z c•y a a
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SHEET A-4 FOR DETAIL).
i ENCLOSURE,BENCH&BIKE Z u o O z
pl Al RACK DETAILS. W 2'o CD a a
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Copyright 0 2007 HKM Engineering Inc., All Rights Reserved.
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CONTRACTOR T IFY o°
IssnN- A A R R SEWER
T�1ssAN 15SAN EX. 15" S I INSUFFINSULA o m N W y
E3 NCR MAI ISS,w a a a
ANITARY SE R 2 -- 15SAN n c�
EASEMENT. I SANITARY SEWER LINE. 1 R -4752.86 4 o 3!'
w
SEE SHEET C-6 FOR ,q
INST L 14.00 LF. -)SNP 1 5'DRO- :> �j F
I/ I 5'DROP�4747.90 d N
15"0 -3034 PVC INSTALLATION �I 0 3
III+ IF STO S-0.15X _
•0 v U 6 INSTALL STD. M.H. NO. 3 EL- SANITARY SEWER SERVICE u a n
Ioi D_1 RIM EL=4753.0 I -4739.t8 W/CLEANOUTS. IF THE o Z
INV EL. IIEXISTING SERVICE IS 0
I� ( ) INV.. EL OUT=4750.25 I - - rtouNo vERIFY-toND1T11'>I•Y -- y,
.- � _ _ F AND CONNECT. 1 �'-DW
AN IN TA to
R M
'\ NEW 36' CATCH BASIN s < to i
INSTALL 10110 F- 0 3
BUILDING#I 15 0 D-3034 z
PVC 1 PER CITY OF BOZEMAN0fo
STORM 5=0.4X 1 STANDARD DETAIL NO. 0 4
_ 02720-1A Y
\ \ N
ItIII1.DING#2 CONTRACTOR TO a
\ I VERIFY LOCATION AND
\ + \ I I EL=47�3.44 CONDITION OF o,
.3 INSTALL STD. M.H. NO. 2 \ It V EL-474'9.39 EXISTING CONNECTION 'o
BRIM EL-4753.85 I \ INSTALL 80.D0 L.F. • \
INV. EL. IN=4751.05 1 1 15 0 D-3034 PVC \
INV. EL. OUT=4750.85 \ STORM I 1 s=o 4x
\ _ INSTALL NITARY 2 0
\It ` - M 7 SEWER C NOUT N
INSTALL 93.0t LF. 4" r INSTALL 57.0 LF. I \�•, DRAIN INLET. - I D_1 Z
FIRE SERVICE LINE AS 1 15.0 D-3034 PVC \', t TBC EL.=4753.90 • `\ Q Q
\ - INV. EL IN=4751.90 (�Z
PER CITY OF BOZEMAN -�� STORM 5=0.45 \ o
STD. DETAIL NO. 1 �f INV. EL. WT=4751.37 0 Q Z
2660-13. �3 --- W Q
\�� I J--- ---- \
INSTALL 93.0t L.F. 1' 1 \
WATER SERVICE LINE. \\\\ _ / \ �•
~ \ I \\ 'I- --.i 3 WAI iR R CE E. \ W Z�1 0
INSTALL 2"0 BLOWOFF. ----_ - 1 // I \ r 0 J
INSTALL 9 LF 12"0 T 1 / \ \ F = w
pD1 SLOT D AIN,
RIM EL.=4753.0, m
INV. EL-4751.5, INSTALL 24.00 L.F.
\ o g S=0.04R 12♦ SLOT DRAIN VVV
T RIM EL.-4753.40 '� a
/ p_1 BASIN.
36"x24" CATCH S=0.41G
BTBCAS EL.=4753.50 I I �'\ o
INV. IN-4751.45
IINV. OUT=4751.27 _ \ I I I \ z
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INSTALL 1✓.6.0t L.F. I \ o
JI C 14" FIRE STVICE UNEI \
it BUILDING# I II \
II 1\ I \ ,111111r1T
I ,I WATER MAIN 1H
(S DUCTILE IRON MAIN. Q WATER SER GE LINE. RECORD DRAWING ��s-CL
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2.
- - - - INFORMATION
10/5/2007
0/'
Y . 1 " WA R MAIN I 4 I INSTALL 43Q
O_ 2• r.S, SANITARY SEWER N
I1 I SERVICE W/CLEANOUT
N INSTALL NEW 2" \ 3
v II WATER SERVICE AND AT 100' INTERVALS. W MA I I
01 I I � i NEW 4" FIRE SERVICE f a
m I ( 'IN25(INS(INSTALLED
1\ I '•0
1 SEWER SERVICE t
SANI ARY SEWS LINE WI D-1
o I SER CE CONNE TIONS AS
---`\ - .� \4 ^i- - ��; ■ SER CET WITH Y LINREPLAE CLAY
I:-zro
I I INSTALL SANITARY 2 1 _.__- --- - ACTORY
I "'-+ LOC�TION OF IMF
SEWER CLEANOUT _ '- _ SER CE STUB
BUILDING#3 \ /
m
I
M I \ll I I INSTALL SANITARY 2 0 /
\ I I SEWER CLEANOUT 1 0 / I A
II Z 0 v�toM
,
"ma,toe
o - vo5i N
\-------------- INSTALL 1500 GALLON W >.D2to to
It \ BURIED GREASE - N - Z w c a a
t Po EL=4755.76 INTERCEPTOR. .,
(„) IN EL•4743.26 INV. OUT=4752.3 (,L Z E to
W ft omaLL
OAK STREET SANITARY SEWER LINE. 1
CID 6 u3-I-� � - T Sheet No.
o I I I I 30 0 30 60
C-4
TEL
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Copyright 0 2007 HKM Engineering Inc., All Rights Reserved.
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PROPERTY LINE py^ r m ti a a
NOTE:IF SIDEWALK EXTENDS TO CURB, C
GREEN STEEL POST INSTALL APPROACH AS PER STANDARD
A7 END OF SERVICE n10
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SLEEVE THREADED PLUG A DOWEL WITH 5 B % JOINTS WILL BE
(T1w.) (TYPICAL E%CEPT IN SPEgAI 38'SMOOTH REBAR EVERYREQUI 10 FEETAPPROX. TO FORM OUTLET O O 4 i
CXTWMSTARCES WHERE CITY H CONTRACTION JOINTS EVENLY SPACED ON 1' EVERY 10 FEET CHANNEL WHEN THIS •
APPROVED ALTERNATE LOCATIONS) � SPACE AT 5' NC�RERWITH WITH 3 1/2" IS THE HIGH SIDE r
PLAN VIEW
ON-SHRINK IN SIDEWALK, 10'
EXPASION TUBES ONE d
C / pA FILL INTERVALS IN APRON ONE END OF BARS
PIPE.
8'8'PVC j//
I C
SERVICE LINE.SLOPE-1/4*PER AIDRKER 3'-0"MIN. AS 1/8 BEND •
45'EIBOW� f00T MIN..1/Y PER F00T NA%. TRANS
OP
T OF CURB TO vI
AN
END OF MATCH SIDEWALK e• EXPSION JOINTS AT
TRENCH CURB RETURNS VARIABLE O
- -
SEVER MAIN 3'-O"MIN. STREET SURFAC; 'I
I � It�—
3 1/2• < Z mill
LUG
—CURB h GUTTER 1/2'FER 1• . Q
IN LINE WYE FITTING FOR NEW INSTALLATIONS. ''e. .'Y�. •'V « Z Q
SADDLE FITTINGS ALLOWED FOR EXISTING PVC *
,e � 'e'�•' .��•'� Q
INSTALLATIONS ONLY UPON APPROVAL OF a
CITY OF BOZEMAN SEWER DEPARTMENT. r o
WITH 04
DRIVEWAY(A CC SIDEWALK DRIVEWAY APRON 7"J • E/`Z��
OR P.C.C.PAVEMENT) TYP 'S STREET SURFACE BAREINFORCE
RS ON E2'X 2'GRID
1/4'PER F00T SL PE SECTION A—A 22
END OF LINE CLEANOUT - 1 NOTES: THE WIDTH WITH PROPORTIONAL 3 Q
IF REOUIRED USE PLUG _ INVERT MAY VARY TO SATISFY THE DESIGN o
SERVICE INVERT NO WASHED ROCK REQUIREMENTS OF INDIVIDUAL -s S 4
3"MIN. 6"THICK M-4000 CONCRETE APPLICATIONS.FINISHED STREET SURFACE
A TO BE 1/8'TO 1/4'ABOVE EDGES OF
SECTION A- Q
DOUBLE GUTTER.
2 SANITARY SEWER 3 NON-RESDENTIAL DRIVEWAY 4 DOUBLE GUTTER DETAIL DID
SANITARY SEWER D-1 APPROACH FOR ARTERIAL STREETS p_1 SCALE : NONE N
D-1 SERVICE LSE D-1 CLEANOUT
SCALE NONE
d
SCALE NONE SCALE NONE z
0
0
Standard casting h cover Frame and cover to be either Caird No.52441,MCI 305 flame. INLET CASTING 0.
24" e
_ -5.4"(0.45) CoSsvrec ehal nawF two 71'pick eholes.B co or Deeter 1025. NEENAH R-3087,
IFC�515-T OR
9.5'— DEFTER 20<7L
Flat slob cover
2' _ �— i
Adjustable Ingo, YYYY Nam.
• 2" in.,12"
TOPSOIL 3 NOTE: All into between monhole sections,
4• (TYR) :I 4• 4'- manhole ring k manhole
op ection.and a ound .L ON _
L TT sewer pipe into a ho a shall be r ter- < _
/ A' • 1.5" _�/4,10 nEn 1 YorL t241' l tight. Jointing terial shall be"Ram-Nek" j,' PRECAST CONCRETE, s LI ,'W
\\ or equal for oil pints except between r M-3000 OR C-3000 c '•,,TO 6 E
•. .'' �� < 2Y Opanin9 newer pipe and manhole wall. • �(�''•4fe[ws4e \�
tY \ e .4. N VARIABLE(3' MIN.)
'.E �
�/ 'd',� ` '• •.Y .."� • •. Manhole steps at • 3.-0. ����/ii/lllllll
�q. A. ; w 16"centers Procaat reinforced co Crete manhole deer N0.4 BARS AT 1U CENTERS
/\ '•, G e � and cover monufoctoncr to accordance .y MAX.,SPACED EQUALLY
F- with ASTM designation C-478. ".if
Ia _ ...x... ..
CRUSHED GRAVEL .E «
d BASE-J'MIN. y —A.required I 8' (TYP')
O SUB-BASE COURSE
lb AS RESUMED ;!, 1/ „ „':,r j, ;% ; Cuto,t.a.repaired FRONT VIEW
11
1,/I , �. 5/8' S' CENTERED IN OPENING
O ANCHOR BOLTS 5 8'SMOOTH ROD
COMPACTED SUBgtADE
Od 1
RECORD DRAWING
15, 3/4 ChannN�dio.o/pipe VARIABLE :•' 2.-0. �.� �
§` INFORMATION
3'
pJ r3 4•pEp 1'SLOPE E 1/2'PER 1'
SLOPE, :t ,�•
a ;'
Et�
• 5� •M
a
Preco.l or loured-In-place base. 10/5/2007 (� H a N;n
F
W SPILL CURB Poured-in-place base,minimum Z m ��v-
Ll DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS 1 .. -�_�
- Radius of -+i
concrete thickness below,pipe is 1. O Mf aO a0
M Ads 1 $inches. Precost base,minimum .f `+ CURB AND GUTTER TO BE WARPED W N N
I IoDe t 1'yp foot g• �' TO MATCH INLET.
gS n // W �,O�c ro
Channs9 NII thickness Is 6 Inches. / DESIGNERS MALL PROVIDE ADDITIONAL W m V y
(U t
I• Pipe dep h� to
l BLOCK OUT FOR DESIGN DETAILS TO FIT SPECIFIC Z C d C
OUTLET PIPE ':?•`•T ~'`Y. CONDITIONS. - d7Y
M 1. Subgrade or base course compaction shall conform to section 02230(M.P.W.Specs.,1995 ed.) 12•RCP(Typ.) I JC Z E d .
11 2. Contraction joints shall be placed at to'Intervals and shall nave a minimum depth of 3/4'and minimum width of 1/8", .,s,� NOTE: Storm drain manhdea shall g•{.�
� Did.o/ wr pipe Z U�O L IKp
3 3, 1/2'expansion joint mutolol shall be Placed at all P.C.$,P.T.s,curb returns and at not more than 300'intervals. The not have formed channels and the
a exponalon material shall extend through the full depth al the curb and gutter. lowest 3'-O. W t�D m 1 LL
/ 'ry:..K 1s D'Pe invert Moll be 9'higher
4, No curb and quite,mall be placed without a final form inspection by the City Engineer or his representative. than bottom of manhole.
5. Concrete shall be Cl a,,M-4000. SIDE VIEW meet No, t z
3SCTION A-A
ON 6. Crushed growl base shall meet the requirements of Section 02235(MPW SPECS,1996 ed.) Far curb and
gutter replacement projects,washed rock may be used for the gravel base.
5 NTEGRAL CONCRETE 6 MANHOLE DETAL 7 SQUARE CATCH BASIN D-
SCALE : NONE D-1 SCALE : NONE
D-1 CURB APD CiUT1FA D-1 or a
Copyright 02007 HKM Engineering Inc., All Rights Reserved.
BPCKFILL MATE RiAL OJ o \
VARIES
I
\1 0 m N En CAa a a
n U
n
o o w
SURFACING o
I Y( {•.'- ° (TYPICAL) o O N
Et --_ • m. In
RAMP SURFACE SHALL G - w U
MEET DETECTABLE Jam' -� d d
WARNING REQUIREMENTS ,
OF AD.A. SECTION O -
4.29. TYPICAL COLOR _ ' r `F O 3 O i
OF RAMP SHALL BE _ . • -5 •.A m • -
Z d
2.0' 2.0' BUCK. �.'y�`���'T. 3 cn
CONC. CONC. 6"CONCRETE C •0DEOLK - Q tl
SLOPE SLOPE COARSE BROOM
r FINISH(TYP,) _d 6
j F O. -
12"
W
♦CMP SLOT DRAIN W/ - o
1,5-VADE SLOT IN NEW CONSTRUCTION, ' ° - •
RAMP AND CURB MAY BE r, i�-u3es.�r -1.��<-�d-�� d d
POURED MONOLITHICALLY, EXPANSION JOINT
0
,I —�Il II"—lif II III I B B�cRASEHE03GRMN L
LEAN GROUT BACKFILL } (n
EXPANSION JOINT LANDSCAPE BOUNDARY APPLICATION 7 ¢ WQ
C BEDDING SAND 6
0
1/2'LIP d d O
• 41, d° O �ASPHALT Z
7:1� _ O� � d� a d d SURFACING 0
.d d (TYPICAL) Q
w Lr+ L�LII
3•GRAVEL BASE d. e • O V
SECTION A—A' \ \ \/ d d d " S m
TOP OF CURBgo
e e� Y
1:12 MAX. 1.12 MAX. WASHED OR A d d
3 O
3' MIN_
SECTION B—B FLOW LINE Yyj\\ ° X
CRUSHED GRAVEL
BASE- 3"MIN,
YYTYIIILITn4ii.
SIDEWALK APPLICATION
1 SLOT DRAIN
�v; E ;o:=
D-2 SCALE : NONE HANDICAP ACCESS RAW
3 6' SQUARE CURB _rW
D-2 SCALE : NONE D-2 SCALE : NONE ��SSi,;ONAL II�iYY``
q
f
10.33'
d
BC TO BC) En[ IN
N A SLOPE O 0.5OX MINIMUM (7YP)
CD SEE PLANS FOR LOCATIONSD DRAWINGto24.5'
,,.25 ,,.25' RMATION
c�
5/2007
(U _3R 3X
.A, INSTWl GALVANIZED
GRATE OVER ENTIRE
FLOW-THRU 1
07 (TYP) INTEGRATED I V
CURB do GUTTER m
� NATURAL SOILS
rJ. PLANT MIX ASPHALT SURFACING c
a 3.00 COMPACT SUB-GRADE 3" MIN, DEPTH 4 N M M
W TOP OF CURB LINE CONTRACTOR TO CONDITION Z
q e AS REQUIRED TO MEET CRUSHED GRAVEL BASE COURSE - y n e
i
COMPACTION REQUIREMENTS 6" MIN DEPTH p GT N m
j� TYP �A.1 BOTTOM OF CURB LINE SUB-BASE COURSE Lu d�H•�.-
cu 3" MINUS PIT RUN GRAVEL W y Q f o 0
9" MIN. DEPTH Z N d M'7 0
SECTION •A' c7 t z E m
q/ r51 24.5' MONrANA AVER u c
U
O) Z �OL%
3 D-2 TYPICAL SECTION o la
a NOT TO SCALE W M w 03 D_01
LL
0
00 Sheet No, 13
(71
4 CURB FLOW-THRU
/ 4-2 SCALE NONE D-2
v
0
C'1
of 14
Copyright 0 2007 HKM Engineering Inc., All Rights Reserved.
PORKCHOP COORDINATES
NORTHING EASTING DESCRIPTION o o
9752.5056 10355.0842 SW CORNER
9758.7128 10341.9638 SE CORNER INSTALL r > >
9772.0311 10355.3874 N CORNER 2 NEWD3-1 N. MONTANAAI� n m a a
NSTALL 6" HEIGHT 31"MINOW 'N : a o
STOP NEW Rl- > a z
30" x 30" L o
v
y
O N
INSTALL d Z
2 NEW D3-1
6" HEIGHT • "
CD 10.
c �X' mizo
9 INSTALL I E STOP BAR o a �Wz
3 z
R > 1.00' (typ) a
c�
Z 9
7.50' 9.00' 9.00' —— 7.50' —
PARKING DRIVING DRIVING - 4.00' -- 5.00' -- 4.00' - --
LANE LANE PARKING m
r �
3% 3% 2% e
o�
1V
7 O
O
N
F" 4" M-4000 CONCRETE a
p Q Q
INTEGRATED INSTALL YELLOW a
COMPACT SUB-GRADE CURB & GUTTER 3 WA SH ED GRAVEL PLASTIC DELINEATORS
NATURAL SOILS CONTRACTOR TO CONDITION (TYPICAL)
AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING
COMPACTION REQUIREMENTS 3" MIN. DEPTH �' \
CRUSHED GRAVEL BASE COURSE J W
a >
w
Q
6" MIN DEPT
H
o
Q
SUB-BASE COURSE INSTALL ? Z
3" MINUS PIT RUN GRAVEL NEW R3-5 T \�_,\ : s O Q
9" MIN. DEPTH DNLY o V m
1 33' MONTANA AVE
D-3 TYPICAL SECTION m
NOT TO SCALE o
2 CURBED ISLAND ("PORKCHOP") z
D—3 TYPICAL
NOT TO SCALE •
UT @
56. 1 7 EP ==2W�
0O
1 1/2' MAX. WATER
DEPTH
G�
—
\ ------------ 2 1/2- --------4--------
RECORD DRAWING
MAX 3:1 INFORMATION
RETENTION POND NOTES, LANDSCAPED 10/5/2007
1. RETENTION PONDS SHALL 8E LANDSCAPED I m
s RETENTION
WTH TREES AN SLOPES AND SOD.
POND `w_\
< 2. RETENTION PONDS SHALL BE DRY PONDS (SEE NOTE 1) `
WTH POSITIVE DRAINAGE.
3. PONDS SHALL HAVE GRADUAL SLOPE TO
FACILITATE MOVING AND EGRESS. G z-
�
P w
� oN,nwao
3 w
STORMWATER RENTENTION FACILITY Q a`~c
w a02wcc
TYPICAL SECTION z c a a a
H Y
y C
NOT TO SCALE z u o NO
0 L m
w Om1lL
9
b
Sheet No. 14
i
0
D-3
a
Of 14
Copyright 0 2007 HKM Engineering Inc., All Rights Reserved
J u
U �
NN C TO ISTING MAIN
TUB, REMOVE HRUST BLO NOTE.-
m
NSTALL 8"0 G E VALVE 6-UTILITY CONDUITS PARKING LOT CURBING IN < o
APPROXIMATE LOCATIONS •
J t
O �
EXISTING 6' GAS LINE
I TI HY RANT INSTALL 80t LF OF 8"0 D.I. CLASS 51 v Z
U
I WAT R MAIN • � N
EXISTI G 4"0 PVC WATER LINE
EXISTING 8'0 D.I. CLASS 1 MAIN 0- z
STA 2+20.88 =_ <d��
INSTALL 2"0 SADDLE SERVICE AND y
AND CURB STOP FOR FUTURE D -0
SERVICE. • `�€
I X �
O N
I I OO D o_
2+45.3 0 "
> v o 0
— D m • 0
Oz G7 g w
C Z
r 0 0
v y
EXISTING "0 PVC WATER V
VIC APPROXIMENTLY 95 LF OF ASPHALT N o Q W
EXI TING METER RESTORATION, -25 LF OF CURB & CT 0 EXISTING VALVE VAULT. o
GUTTER REPAIR w W� N W
- EXISTING 12"0 WATER MAIN /� 2 m
4Oy. - Z —��- 0 0 W
i T I Z Z
/ Q
10 0 10 20 a
o U
scale feet Q
za W
a
._....... _. ........... ....... ......... .,.._ __._. _...
PROFILE o
_........ ......... _., ......... ......... .........,..._,........ _._. Scale 1'=2' Vert. _........ ....____ _. - - __. _.._. ____. _... __.. •
... .
4760 -__.. ...._... ........... _.. __........ ......._.. ....._. _... ............. ......... ............._... _._._ __... __.._ _.......
4760
...... ._.. .._. _. .... ...... .. _. .. .... ..._. ...... ...... ......... ..........
... ... ......... ....... - .. ....
4758
4758
._...... .___.. ......._. _ ......... .. ..... ......... .......... ... .......... ...APPRaMA MAW GK' -- ..... ........ .......N _.. .... ..... ......... _..... ._. .......... .. ...... ���`fCiCiCi?
�pW 7 r�0
ti -
......... .......� ` _
_............ ........ ..___.... ............_ ..----._....._........................_ ____ ........ ......... _.... - ----- .rn n
``` N\...
`v f LI E
.. _...._..... ......... .. ........
4758 .... ----- - .... ..... ... ... 4756
......... .... ..... ...... _.. _. ..... ..._
o.._ _ ___. _..._.. ...__ - _._ __.._.. .......... .. ......... .......... .. ........ ..... .................... ....... ...................
4754 _- ... _.... .-._. ... ... ..... _.. _.. ... .. .. _.. ..... _ _. _.. ..... - - .. _.. ___.. .. .... ... ... ........ .. . ..... ..... ... /5a
� a
_ _
$ __. .... ... .... ..... ........ ........ ..
. .... .... .... ... ....- ..... .... .... ... R ...-... ... ..... .......... ..
.... ..... ...... .. ... ..... ..... ... .. . .. ... �. .... ...... .......... ... .... ... ..
-.-- .. .... .. .. .... .. ...
4752 ----_ _... ...... _.... ....... .... ..... .. .. ...... .... 475�
............ ....._.------ .........__..........._,... -....-.._....__.....,. _....... ...._.... .___.. _...._ _.. _.._.
_..-.. _. _.... ._. _. -.. .. .- ..._.
a ........ __.. ....._. __ ...... .. .. .., ....
o .._.. ...., ........ .... ... ... _ ...,..- .... ..._.-....
° 4750 ..,. .... .... .----- -
..... ..._.-__...... ..... .......- _.__ .. _.. _. ... _ ....... _. ... .. 4750
.. ....
m -..... .... .... ......................... .. ...... ........ .... ............ ........... .... ...
o .... .. ... -. ... _..
- _.. __. ... ......... ... ......._ z 2 �
4748 ..... ...... .... ..._ .---- .... .... _. ........... ..... _ __..
..... .. ........ ............. ...._� _ ..... ......_._ y�
_ ... 4748
l
N� A K a.
_ 6
o .._ __. .._. ..... .. ... .. ......... ..... _. rig
W O 111's Nil
..--... ...... .. v3 �... $�,=c ... ...... _. ...._.. 4746 ZL RECORD DRAWING
�I 4746 - m a Y E e
4� r••r�4
...... .__ -.... .. ... ..... .. ... .. ...._. 3 ... 6w___. W.-. : D .. ... .. .. _.. Z N O .02 A
INFORMATION
......
�� 8/8/2007
a _.-.- ....,. ..._... -.-.. ..... ._. ............ ........ g .... ... .. �. �' --- - ----- _.. _... ... ...... .....__. 4744 11,111
4744 0
Sheet No.
.... ... .... h f^ 2 ...
rn .... _. .... _. _.. ... .. .......... _. ...... H � � x�c _ - __ ..... __
_ D-4
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 of 15
Copyright 0 2007 HKM Engineering Inc., All Rights Reserved.