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z 64.94 0 BENCHMARK: 6 L TOP OF ARROW 90LT=4766 1 FEE 50 1 // _ Li g vpio
u I BLO -31 TOP OF ARROW BOLT=4760.07 FEET Q, (CAI 1" OF BQZEtAAt4,DATUM) - W\ l� �� � 3/21/W
(C OF BOZEMAN DATUM) f) BENCHMARK: o ` a - I,i N a {f \ B$, :I-/.
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OVERALL PLAN AND GRADING/DRAINAGE PLAN
SCALE: 1"=60' ..ww
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH N
EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, ADDENDUM NUMBER 2, LEGEND
MAY 8. 2000 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM
NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3,
MAY 8, 2001. -SS- INSTALLED SANITARY SEWER MAIN
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL ® INSTALLED SANITARY SEWER MANHOLE
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE Scale In Feet
CITY OF BOZEMAN ENGINEERING DEPARTMENT. r(4+.20) INSTALLED SPOT ELEVATION
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 60 0 60 INSTALLED DRAINAGE DIRECTION(DIRECTION OF DOWNHILL FLOW
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 18 0 18
) .^ �^'T =T
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. Scale /n Meters -W- INSTALLED WATER MAIN !AL\J CgV'lIU, U INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EQUIPMENT AND MATERIALS BY THE ENGINEER. �^'� (�
�VL
�( INSTALLED HYDRANT 9/Ll
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE D4 INSTALLED WATER VALVE
BEGINNING OF CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST INSTALLED STOP AND/OR STREET NAME SIGN DRAWING LIST
24 HOURS PRIOR TO BEGINNING CONSTRUCTION. PHASE LINE
0 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR, PROPERTY LINE AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN Drawing Date: 1114102
AB2.0 - SANITARY SEWER PLAN & PROFILE (ROSE STREET)
7. TRENCH BACKFILL SHALL BE TYPE A. Q. PVI SYMBOL A83.0 - WATER PLAN & PROFILE (ROSE STREET)
3 A63.1 - WATER PLAN & PROFILE (NEW HOLLAND DRIVE, SPRINGBROOK AVENUE) AND DETAILS
B. BENCHMARK: FIRE HYDRANT �y 807 LOCATED AT EMILY DICKINSON SCHOOL ---�---�- SWALE
ELEVATION = 4750,29 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM A84.0 - ROAD PLAN & PROFILE (ROSE STREET)
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES- SS EXISTING SANITARY SEWER MAIN AB4.1 - ROAD PLAN & PROFILE (NEW HOLLAND DRIVE, SPRINGBROOK AVENUE) A B
g10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS EXISTING SANITARY SEWER MANHOLE ISO
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY - W EXISTING WATER MAIN
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS-
3
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a" SEWER SERVICES _ -- +-- --- ---- ------ED GRADE -- ------ -- F+�I
LT RT 4760 Fiy
0+51.1 0+48.9
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n 47M.30 0
o *9+80.2 9+74.1
10+54.5 10+29.1
a 111+387 10+96
12+ +56.4
2+ 3
DAl1V74Y6 6070d Drawing Date: 1 f/4/0273+46.2 12+85.6
13+ .2cli
f
g INSTALLED EXTENSION BETWEEN
AB
WYE AND 45'BEND TO _..-. -_ -
PROVIDE CLEARANCE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
N OVER WATER MAIN , SEWER PLAN AND PROFILE
A82.0 SCALE: (1'-50'-0'HORIZONTAL)(1'-5'-0' VERTICAL) 2mO
R #02029
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Sheet 3 of 6
AS CONSTRUCTED
9/T/02
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ROSE STREET
3/4- WATER SERVICES
LT RT 11,04
ryxbyl� p4.JOi ry -�
0+330+9 .6 0+31.4 ` �J ?O, P�.PpO•p�° ry
NGGRADE -------- ----- - ------ ---- --- ---- - ------- � W
1+61.1 1+56.3 QF`t1�0 E%15 ,-
2+28.6 2+26.4 4760 - - _ INSTA
LLLU
3+63.6 3+61.4 i 498.3 F OF B CL SS 51 DI ATER MAIN
rr ll
----- -------- V
a+91.a *a+93.4
N
5+57.9 5+55.7 _----�- --- .3 LF OF CLASS 51 IP WATER AIN �6
6+22.5 6+20.3
6+87.1 6+44.8 284 LF OF ' CLASS 51 DIP WATER AIN o G �_ c
7+16.9 7+44.6 r^
8+16.9 8+14.8 Vl
9+53.1 9+47.1 u
10+31.3 10+12.9 u FL=54.25 INSTALLED E TENSION ON SEWER
11+10.5 10+77.4
9 11+89.7 11+39.4 4750 FL=52.06 b BEND WATER PR VIDE CLEAR NCE
S RVICE BET EN WYE AN 45'
12+19.6 12+50.7 B ND -E PRO DE CLEARA CE OVER TOPMAIN
13+63.6 12+70.42 FL=50.3Z
' 0 R WATER MAIN
n 13+50.2 4raN
FL --
Q4L3J
DATUM&9V
4745.00 - _ - Drawing Date: 11/4/02
Ac ADDITIONAL DEPTH .^p '? "' • "� °o o o+ n v, m u, aV n n ,n c� a
PROVIDED FOR
Y d .
A B
' CLEARANCE AT <.
SEWER MAIN '
5 0+00 1+00 2+00 ---- 3+00 4+00 - - -54 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
WATER PLAN AND PROFILE 300
AB3.0 SCALES (1'=50'-0' HORIZONTAL) (1'=5'-0' VERTICAL)
9 2029
24" l
,O4 a�p 11.1 iea le.
,3EMENT ALL STREETS EASEMENT t3"R4/+
"""10' ALL SWALES D T SLOPED AT 1% TO PONDS
LINE -- UNLESS NOTED OTHERWISE ON PLAN
L
30' 30' I t TOPSOIL 4 FLOW DEPTH18.5• 5.5• 5' (TYP51 4` 31C SLOPE 37f SLOPE 1 4` ( 1 _ • HERTO CORNERa151CN INSTALL NEW 5 OP/STREET $'Jyegt 4 O 6'PROVIDE 6" COMPACTED JI" LEEN1z" e . 'a TOPSOIL TO FLOW DEPTH SIGN ,)A9 PER
. • `:'' s' Nh1 3�. AND g�o� /Coo STD we a.o9a10-I __ -
75" WHEN OCCUPI SICN(1YP.)
3•ASPHALT CONCRETE ,•a ::• ��SWALE •1 CROSS SECTION DETAILS r;;;;g,
SURFACE COURSE - N '.• INST L CITY STANDARD INST N PAR61N G > ::
3'OF 1 //1 MINUS ••• 8R 9GN q ey S p/m/p]
6•OF 1 1/2°MINUS GRAVEL BASE COURSE O O O O AB3.1 PEDE IAN RAMPS(TYP.) l O•I HE
UNDER CURB AND GUTTER SCALE: NT$ TO C NER 2
GRAVEL BASE COURSE 0000Cr;.> )0000000000000080000000
chi OVER 9`PIT RUN CRUSHED GRAVEL p O O O O O O O O 0 O O O O 0
o BASE 3' MIN. 0 0 0 ti 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
COMPACTED suecRAOE ALL SWALES TO BE SLOPED AT 1R TO PONDS -- W
to SUB BASE COURSE - UNLESS NOTED OTHERWISE ON PLAN - 4 WIDE WHITE TNERMOPLAST1c( y $._
AS REQUIRED \ --'--- "WIDE WHITE TNERMOPLASTIC(TYP,
TH
N07E� F OW P 30'
3 1. INTEGRAL CURB AND GUTTER AS PER L.O.B. SPEC. 02520-1
i RESIDENTIAL DRIVEWAY APPROACH. "'�
2. SIDEWALK AS PER WA 0.8. STD. DWG.02529-10 AND 02529-11. � ��/�iC��C %�/�� PROVIDE 6 COMPACTED�A i-/� p _
COMPACTED SUBGRADE TOPSOIL TO FLOW DEPTH N T o CORNER I5 1
3, FERTILIZING AND SEEDING AS PER C.O.B. SPEC.02223. NOIER '8�_ �
(TOPSOILING k SEEDING ON CUT 8 FILL AREAS ON ,. S.Dgr.d.o.ha.e..anal compocUon shall conform to-han 02230(MP- Si-,1996 ed.) AINT CURB SL F q
PROPERTY SIDE OF SIDEWALK) 2. conlractbn Joint.shall a INaceal at 10'interval.and.hall Iww a mbimum apt.or 3/4'and mbimum width or I/S. BETWEEN RESTRICTED
4. GEOTEXTILE FABRIC WALL BE USED DEPENDING ON SITE 3. I/Z'e.pon.ion,oint material,hall De pled at all P.C..Pi.., uN not am.anal at at mom than 3DD'Imi-I.. The SWALE v2 CROSS SECTION DETAIL PARKING SIGNS(TYP.) >f= Ia
CONDITIONS AS REOUIRED BY ENGINEER a pan.ion matenal.hall..tend thraugh lM lull death or the cure one 9ufler. n N ppNN pW GR
a. No curb and gutter shall M placed without a final forth inepoctiw by the City Engineer or hie reWeeenlat" NSTAZ.LL 301�.30�AN 57Gp EEN s W
TYPICAL STREET SECTION 5. C=h,d a Class lt AB3.1 SCALE: NTs ��ggTAALLLL STRIAN VR EN OCCUPIED SIC (TYPJ
a. Cru.ned grovel taw.hall me.l lM repuirertanb of 5«flan 02233(MPW SPECS, 1996 W.) For cub and
CROSSING A PER PCEOpBE.STD
3 putter nopI«ement project.,wneh.d roch may he used fcr the q-.1 node NOTE OWG N0.02 1-1(TYP.) INSTALL"NO PAR ING
HERE TO CORNER SIGN
A83.1 SCALE: NTS 4 CONCRETE CURB AND GUTTER_ DETAIL SEE SHEET Cl FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
AB3.1 SCALE: NTS C.O.B. STD. DWG. N0, 02528-1
EXISTING GRADE EXISTING GRADE
- TYPICAL INTERSECTION DETAIL
I � A93.1 SCALE: 1`=40"-0"
F xISTING GRADE - 5
�� 7 TYPICAL RETENTION POND DETAIL ,Op�71
=. - � A83.1 SCALE: NTS w rET..,1
IN� STALL 4" OF 3/4" ROAD MIX a w^
OVER COMPACTED SUBGRADE AA��r ('� Q'j'�j 1f'�'�� F.�I
CZ9 TRAIL CROSS SECTION M �'` M 11"'"1�"•'
SCAL
AB3.1E: NTS 9/LI
,M!/02
a
LUI 1
001'13'17" � _ 0 1'13'17" 1 1
rn o o
j V a
110.05 0 105.05 10 .05 i I ii 001'13'17' 001'13'17 001 '17" h+1
LOT 5 LOT 4 U LOT �' a LC Oo.05 110.05 -- U._ 105.
coid •' �O �'i I u F.-and corer to be either CaloI No.5N+1.MCI 305 fame, L 1 L 0 T 16 L 0 T 1 U I a''
110.05 7 `�' 105.05 �l --`Q �� N I 1 Lr 1'qc4 haneeor IFCO]]2 Imma.]]2 <ae. ca«e.Hal haw L J T 1 V I'I
--
___1 110. 5 -+ 110.05 �11
' ale hl--tin to l ehae M'Ram-NeP I
=4 Adlaetohla rhg.� NOTE: ti n.an aetwen mannoN..Chou,manhole ring k
_________ .ec4on,and orouM.ewer ppe into ma.hoN.hall M
l
° C7) f«al joint.e.c pt Eet.-corm pi"and-hol.-11 --- ��y
\ L I l
o o - r------- -- ------- [j] O
J _ 1 C +_p P.a.t oinf- -rote,-I-n- _���
and ecdMrk com tap-factwW in _
_ L I `i ( j v ler Fe.l.P.a «cards«.wen AS,M a.Mgnmlon c-sale, 112.t� 107.22 -� 10J.46 .45' I I!I ^ O
C'mII II s<.m«e �..„�
6 o L0 8 L T 9 o u ii " LOT LOT 21 ti LOT 19 LOT 18
o I I ( ►�
Q III «oae Ir ewwwr m
1" 001 131 7" �(?1 I a �- - 6 = d_ 0 -001 3'17" I 01
o I h -- - 10 05 i II "`°"°""..he, 7° 1'i,3'17" - nn1•, :', ,. 41 . I�.
$ q..eeme
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10°P� ay ��� :
:.- - w.<d.e a NUM-n-pb<.ea,. 0��°e �05 �y o
0 0 O Pean0-1.- aloe,.,mwmam
F° ° �+hnno-,•-V<-< ....note m�r be pipe i. x° 4. 4° 1 4° O
vP�P� hyh 4 a aohee.pneaaet Dam. in..
a �?P.Y k 0+0
d�1P`Y�J >< S�p•' ?laid �� �ky a(nnn.dio. heinfponcee I.ed«a�h aer.AN lle..a Lh. \�5 p °
NEW HOLLAND DRIVE e `� ��? SPRINGBROOK AVENUE
4, h• G 1 Fe, - 4785 -- 5 P - j •� 4, �/�
4760 �_--- - -- -- -- - - - N,� J� me.nN eel - ---- -- �. �1E° X&
__ '_---� -----' "--"--_EXISTING
INSTAI_LE GRADE- EXI 11NG GRADE NorEi :ai ea�nennelh:eunenin. )N TALLED VIDE - --BRAD �fl�
--
not an e
�. IowM pipe im'd!loll De 9'higher - -
-{ than wn-.1 m-hale _
.,fNC 8• ------ - --- - 7IIRE GRADE _ EXISTING 8' 33 Sl
! FUIURE ADE
-- SS 51 DIP q O WA
SECRON A-A
1V R 01 j0 Drawing Date: I1/4/02
3 M 8' CLA 5 51 DIP W MAIN
270.4 4F OF 8- CLASS 51 DIP WATER MAIN 10 SANITARY SEWER MANHOLE 4755 --- l =-�- --- �-
4750 ----- -50. A63.1 SCALE: NTS C.O.B. STD. DWG. NO. 02722-1
p AB
FL=49.90 ^ el FL=55.01^
SIEV01 HAM/v d +FL=48.13 ICI r • +I,FL=54.25
3+00 a+00 5+00 6+00 7+00 3+00
r
In ~ V-4747.85 ~ .60
7+00 5 _
4+00 5+00 6+DO
WATER PLAN AND PROFILE r�
WATER PLAN AND PROFILE 3ml 1 AB3.1 SCALE (1"=50'-0'HORIZONTAL)(l_=5'-0' VERTICAL) #02029
A83.1 SCALE: (1'=50'-0'HORIZONTAL)(1"=5'-O" VERTICAL)
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41.32 77.3� ��� 4�p
b(i 756 14 .00 60 64.56 7 6 .57 6 ,56 0.00 �, - j ��� �02 ��65 = �52� c'' ss4' °„AV�
7 75. -�' _
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