HomeMy WebLinkAboutMadison Place i
LEGE D DAVID J. `: =
MAD I S N PLACE nm FYIm� n 1370RD
.�-V0. 8709PEgf,
InCURB & GUTTER
3 'A\I(/�� LOTS 1 & 2, BLOCK 1, P ASE 1; LOT 5, BLOCK 1, PHASE 2 Z n - ® ss ���°
�REC RD DRAWING =-® INLET & INLET APRON
NORTH MEADOWS SU DIVISION, BOZEMAN, MONTANA _____
LOCATED IN NW 1 4 S 11, T 2 S, R 5 E, P.M.M. 0 30' 60' 90' °-°°-"" ----- CULVERT r- ZZOo
I I I I I -SDI -SD 15� STORMDRAIN
OQ S C A L E ZO
0 MANHOLEco I I O
I I I
p! CONTRUCT 2552.90 SF OF CONCRETE SIDEWALK CITY TO INSTALL 2 TAPS 1 1/2" WATER SERVI E (TY ) S6, SANITARY SEWEE �I C71 I ��jj 2�Q
v zl I 3
' I I (SEE STD DWG. N0. 2611-27A) ON EXISTING 6" STUB W -W 6- WATER MAIN ¢1
��
oD o I I I I I a" SEWER SERVICE (TYP) Y 17 FIRE HYDRANT ZI f�1I1 A J
X ERISTING SIORYWATER 1-I J
cu z I Y�]IAceYENT INSTALL CITY OF BOZEMAN REST NTI DRIVEWAY YI I I W
rn - J L - - - - - �PRoCb jTYP•L SEE_SIR DA.0 - 0- VALVE �I 9 I ®1 d
�3 I f, - - - - - - - - - - - - - - - - - - did I �t2tn
-G- -G3- GAS MAIN ZIW
E--- ----E--- UNDERGROUND ELECTRIC �j 1 i
TO --- ----T--- UNDERGROUND TELEPHONE pp¢,I11 1 I 2 a
11
EXISTING CURB WET
FL.765.3Dw MICHA L GRO E AVENUE
---CTV--- ---CTV--- UNDERGROUND CABLE T.V. z I N
Ln
\ H W W E -E- OVERHEAD ELECTRIC O_����pyyy'VI in
_ W W b W T -T- OVERHEAD TELEPHONE N 0 1 ~
\ 69.5 •r 3 10 66 -- 2 )'E LIGHT (LIGHT POLE) w J Z
�QW
II ry t / i - D'lVN 1V/1 V) [��Z D
H '� , 3 6 4"' o S0o'34'1 Ow 3.9 ® """Rr I /� 4"CLEANOUT, TYP. ' n wE L sggw ow 215.52 -- 4776 e UTILITY POLE Wp t`'p LLI ® QAV)
1
1 � 0r
RA4 RE D E I it Q r,- \ s ram, cR Q �� - _/ - - CENTERLINE MONUMENT 9 9
'R4 6aw II i --_-- ' ---41 srolucE- - - 3/4'-ATER S ICl`� I 7.1 I 00 J
ICY/ .>b - ----
------
2s'IRMRMGE as - - - - - 4-1 z - S --� rwv� - // ® LIGHT POLE
-- ABBREVIATIONS o o WORD FENCE a I
I I I
BYE
~Ld
w Li
F-~
FASEMENTCCf�55 ��' r I II� ,% I i------I R"GK I / --__-- / I CENTER LINE, PROPERTY LINE Q
1 i; / I , �• ' I.��/ In 3 ,� ,ham / COB CITY Of 80ZEMAN 000
�, n / � I F° a'a I I CIA DIAMETER O SEWER CLEANOUT I -II
CO I I / I I ELEV, EL ELEVATION
1 ___ ____ - ISZ '__ BUILDING
1 I ' I 1 1 -- ------ ----- ---- ----- EXIST. EX EXISTING I
w
\' n,a - ,o. / - - T • a STREET SIGN
FL FLOW LINE I I
F7]a.s
I -- MIA MANHOLE >Y
� $ , i / i 72A I I I i %i ' ' LF LINEAL FEET m m m
a. R/W RIGHT-OF-WAY +e SF SQUARE FEET CONTROL POINT RAWN BY: JCR
MTALL 6'D N,'wt L ` r--- '--1 \ i i 'I - - ' 1 E 1 SS SANITARY SEWER �- FLOW PATTERN ESIGNED BY: JCR
1 1 FF- R11F1 eaT TA STATION 00 / I i i Fr 6-6 II I S UALITY CHECK: DJC
I o zo - i SW SIDEWALK
I I 1• "' ' '' ' ' ss I ' I II �� 1 ---' --z_ _ ' • PROPERTY PIN ATE: 12/8/98
, � , I TOT LOT _ ___ URB
'CO I ; i - J -J ' ' , O TELEPHONE RISER 0. 89802
1 L- I I /
11` XI I I I J L
0 � i I 1 /
I Ilub.6 70.161 T\ `--- ---`-' ' ' EDGE OF ASPHALT
, �. H ttP TYPICAL T TDH JOB N
, I I. c W WATER B tc7
, ' .e n SD STORM DRAIN
I p' I I ^ / I i i I 30• 4 I -- I FF FIRST FLOOR ELEV ----
1 V, 73.0 I / 76,3 li I &RACCE59 I I w --------- EDGE OF GRAVEL
O Ii1 li h 139 ______ a REWKS� E%6PN0 II _;- EASEEN7 I , ; I GENERAL NOTES TC54.60
I I O _____________-__�_ _______ SERNCE AND INST CAP , ] I ,�„ FL 54.10
Qi 1 ,I I " 1 FF-754/ i , ' i-17 1 \ ' I I ______
N bZ*I 1 ' /73'E S j --- --- - ---" SPOT ELEVATIONS IN
I TOT T I , 11
I 1 ,I 1 ALL WORK SHALL CONFORM TO THE MONTANA
PUBLIC WORKS STANDARD SPECIFICATIONS MPWSS
( ). _ W
I � 54.60
/ --4780--- CONTOUR
--- --- I FOURTH EDITION, AND WITH THE CITY OF BOZEMAN
m T 4+79. NSTALL 'v,z' , FF 7s.] I sA +o zo'uT' ]'a i i MODIFICATIONS TO THE MPWSS, FOURTH EDITION,
('� 1 I / E.ADS No.1264- , , R )D.) N / I (
1 r%12'45• I , FL 7D. r I I WITH ADDENDUM NO. 1. --------- EXISTING GROUND T
• - _- __- \ No-1294-AN, 1 \\ RW 775. 1 1' I TYPE __ ___ I
D Eoua r'+'E J ___---- __--� _--- 2.ALL NEW WATER SERVICES SHALL BE
Is s} I
77&
\ , a o\ \\ 90*00,00" a , t ______ _ 1.5" AND ALL NEW SEWER SERVICES SHALL FINISHED GRADE
91I'05'59" o
SD F • _�6 / I ' I I '--I i ,--4 -�'- ----- I BE 4'. UNLESS OTHERWISE NOTED.
SD SD /7k79 1 I B 1 r-
- 141 v aF 12'HDPE ]. 136 of 12'ND I OWE , 3.EXISTING GRADES SHALL BE MAINTAINED WITHIN UTILITY LINE IN PROFILE
I e 1.21% \ zl 90'00'00" I m
ISTA .2 I - I RACK I 1.0' OF PROJECT OUTER BOUNDARIES. UNLESS
Irt a76 14 E ' m 1 Ir o'u'HOPE 1 In NEW UTILITIES THIS CONTRACT
IR a6 H r s I - o -_ � -__ --- �_ - � 1 I ` E I OTHERWISE NOTED. Y
'{C - - -
4. THE NORTH EDGE OF SIDEWALK ADJACENT TO DURSTON EXISTING EASEMENT U
ROAD SHALL BE SET 0.11 FT ABOVE CENTERLINE O
O n.7ss 1 , F7as.] I I , FF.7ss i I _ =7a.o a 3 I J-Z ELEVATION OF DURSTON ROAD ------ NEW EASEMENT
I 1 I
N --------'---I 1 1 _-I I I 1
I I
~ � � --------------'-I ' 4 ' ------------I ' - ---� -------- sN --'-- I ` 5. DOMESTIC WATER METER LOCATIONS ARE SHOWN Q m
glpry - ---- -- p,, , ----- -- L ON BUILDING PLANS.
am. E 1n_ J OWE -)-- SECTION OR DETAIL z
i R RI
477i' w I I I .'I m ~- _ _ _ S ----1 m s.a ® �\\/ I 1 I 6. A 10.0' HORIZONTAL SEPERATION MUST BE MAINTAINED DESIGNATION SYMBOL Q Lj]
--
bt I --'- I •iwE 5 --- LEANOUT, TYP. \ ---` -`-, ,--- -�'n• -- \ 5= .D ]7s BETWEEN WATER AND STORM SEWER MAINS. LIJ
S00'34'tOw 215.52' v z
S \ � Q �SHEET NUMBER WHERE � O z
73 I 1 SECTION OR DETAIL m I 1 IS SHOWN LL
//''''�� g^
STA 6+66.fIF1D"LET No.4 I L.L
AN 44773 E
- ' I I I " ""'°° VICINITY MAP w
1rr^^ I, ' 1n K -n � 4 \ �' ��'^ GENERAL NOTES, CONT. Z
I- V 1 ON 1 i , 1 FF-]M, -3 W
r , \ WATER MAIN/HYDRANT INSTALLATION O Q
2' I NORTH MEADOWS N b U)
o (SEE SHEET 2) 7, THE CONT CTOR HALL NOTIFY ALL UTILITY COMPANIES (IT Q
t5. .Le r -
1 , IN WRITING AND I RESPONSIBLE FOR SECURING - ..R.w =
SUBDIVISION w
CONSTRUCT 122 LF OF THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE c V-BOTTOM DITCH WITH 4:1 BEGINNING XCAVA ION. y Q N
I i 1 rn , SIDE SLOPES
E ---, --- 1--- --1- / , B. ALL POWER TELEPHONE. AND OTHER UTILITY POLES OR _ ROAD m
< GUYS\ I I ]4. SHALL BEII EMOV EORWITH THE RELOCATEDO BY OTHERS. I r l
m ' n i'se is IELD W W W W 1 W I ON
BENCHMARK: flRE HYDRANT ARROW% I l Y (�
rn
�-------------�_- --- ---I__- / \ BOLT CHISELED WITH "X", I �..
72.5 F -- -- - \ ELEV. = 4777.03• 9. THE CONT CTOR HALL EXCAVATE ALL WATER/SEWER LINES 6 Y I I- I a O
I /N00'32'a TE 286.56' I 1 I PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE F f J. r J 1- m
6'w00D FENCE CROSSING LEARA ICE. THE CONTRACTOR SHALL NOTIFY I I I w
' MATCH FLOWLINE OF THE BOZE N PU LIC WORKS DEPARTMENT PRIOR TO ¢ g I I T A I-
J EXISTING DITCH EXCAVATION y I I C1
r y
RAISE VALVE BOX TO FINISHED GRADE
10. EXISTING FI INGS HOWN ARE BASED ON DATA 10 11 I
FURNISHED BY TH OWNER. THE CONTRACTOR IS
I RESPONSIBI E FOR EXCAVATING FITTINGS AND 4 111 I I >i
CONFIRMIN REOU REMENTS PRIOR TO ORDERING NEW
SCHEDULE OF DRAWINGS l FITTINGS.
11. A FIRE HY RANT SEMBLY INCLUDES THE HYDRANT, AUXILIARY ' a R
SHEET NUMBER DESCRIPTION
HYDRANT V LVE AID VALVE BOX. j
1 SITE PLAN w N.1w,w 191
ca al
2 WATER LINE AND DETAILS
_ Eorme fi AD 69802GbR.DW
SHEET 1 OF 2
I�
I
fl N.TI A rf
MADISON PLACE DAV
B 709
RAWFORD
� N0. 809PE
LOTS 1 & 2, BLOCK 1, PHASE 1; LOT 5, BLOCK 1, PHASE 2
NORTH MEADOWS SUBDIVISION, BOZEMAN, MONTANA l z„
LOCATED IN NW 1/4, S 11, T 2 S, R 5 E, P.M.M. 4
RECORD DRAWINGS o
DURSTON ROAD I fti Ul
I I I
O�
I I I
N
4785 4785 I N
w TYPE A BACI FILL Lp In
Z
80 80 U))o)V)) W z 0
F
FINISH D GRADE o 0 Wo ® F-QI/_i
I QY
w0�
EXISTING GROUND I 'a LI
z 4775 4775 i i 0(A
------ -- --------- ---------
w I
218 L.F. OF 6 CLASS u)o w
51 D.LP. ui U 2¢a
70
70 000
I
L- ----- cxi I I I
N89'25'50'W,106.61'
I
0 50' 100' So' 4765
BENCHMARK: FIRE HYDRANT � I I I I I �' ' 4765 m m m
ARROW BOLT WITH CHISELED "X w ELEVATION = 4779.39' -�-
CITY OF BOZEMAAI DATUM. S C A L E ;o W DRAWN BY: MES
o I XJ o o�
z a
w Y 5w� Z, �> ESIGNED BY: JCR
m - w I m- 60 o 1n m
d a10 60DUALITY CHECK: DJC
o U un- >-F u ¢ ATE: 1-4-99
rnw m N w uoar a Y �o O Zo> F DH JOB NO. B9802
N Of J mm1O > m o mx� yGPy 5' L
F2 O C5J =
H ro �+OX oZ3 +
v) ¢¢
3 so
�¢ + _
o�w m x O + .n
oa, v�¢im �z
w�Z �� o¢ WATER LINE PROFILE
> x x
o> o w m
w J >
>
�Q l �>
> N
Z '
2>
WATER LINE PLAN C/)
J Q
LEGEND m Z
VICINITY MAP ho MONDFSGP onnu
cn z
LLi
NORTH MEADOWS tN b MANHOLE WATER SYSTEM NOTES Q z
SUBDIVISION 'R n 8 1. MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION S W J
SANITARY SEWER BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND (�
W WATER LINE CROSSING, EXCEPT AS NOTED. Z
r WATER MAIN 2. SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. z Ld
3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF C F-
..� ra) ewo I I >r FIRE HYDRANT COVER, BELOW FINISHED GRADE, EXCEPT WHERE L Q
NOTED OTHERWISE.
VALVE 4.WATER SERVICES SHALL BE NO CLOSER THAN 18" w
- FROM OTHER WATER SERVICES, ALONG THE MAIN. z N
3 J J I - EXISTING GROUND 5. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, Q O
2 >1 r r AUXILIARY VALVE & BOX, DRAIN GRAVEL, AND CONCRETE
I r 1. THRUST BLOCK (SEE CONST. STD. NO. 02718-4). m
' a FINISHED GRADE Q
I a ( 6. FIRE HYDRANTS TO BE LOCATED ACCORDING TO
I CONST. STD. NO. 02718-3. Q
10 I I UTILITY LINE IN PROFILE 7.ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING CC
�! ro TO CONST. STD. NO, 02718-1. G
o 8.ALL FITTINGS TO INCLUDE THRUST BLOCKS ACCORDING
TO CONST. STD. NO. 02713-1.
9.ALL WATER SERVICES ARE 1 5" IN SIZE
EXISTING EASEMENT UNLESS NOTED OTHERWISE.
w $
m o 3 I I I I I ++
L n � l; -------' ---47ao--- CONTOUR
„ 191
N uuns F,,mers
AD 69802G2cR.DWG
SHEET 1 OF 1
PURSIDN ROAD
OH
w . A4bISON PLACE COND S SEWER MAIN EXTENSION
' - ---_-- ------`---" BY: GASTON E GINEERING AND SURVEYING
PROPOSED
rtyT,tI� uTILITYEIySEMEN, FOR: PROMI CO CONSTRUCTION, INC.
AND SEW .... -.
STORM DIIGGAIN
kNR DRAWN B CDC
�Fn - MANHOLE A
EVER
RIM ELEV. = 775.39 CHECKED BY:
I INV. ELEV. = 4767.52
R STA j2+07.25 INSTAU WI
- DRANG DATE: JULY 10,2001
E ARR •1= NEW:SS MH B GENERAL N TE
f A MANHOLE B REVISION DATE: NOV.11,2002
RIM ELEV. 773.20 GENERAL NOTES: �I
1-4 INV. ELEV. = 4768.35 ALL CONSTRUCTIO WILL ONFORM TO MONTANA PUBLIC WORKS f. v
I STANDARD SPECIfICA ONS MPWSS, FOURTH EDITION, JANUARY 1996rk
AND IT'S ADDENDUM #2 DATED AUGUST 8, 2000, AND CITY OF I,F-;
4-- ' L+ BOZEMAN MODIFICATIONS TO MPWSS AND ITS ADDENDUMS. W
I Lgg° ANY EXISTING OR N W VALVES WHICH CONTROL THE CITY OF
3 BOZEMAN'S WATER SI,PPLY ALL BE OPERATED BY CITY OF BOZEMAN .'�.,
PERSONNEL ONLY. PROJECT �'"n�iO
{ e'�leF' 1.' • ( THE CONTRACTOR SHALL OTIFY THE WATER DEPARTMENT A MINIMUM SITE W 1422
} .,., LEGEND OF 24-HOURS PRIOR TO BEGINNING ANY WORK. _ C5�cc
'I ., - -7 1 y �^M .
0FOUND REBAR WITH YPC.UNLESS OTHERWISE NOTED THE CONTRACTOR HALL IELD-VERIFY LINE AND GRADE OF EXISTING ��mz�
■ EXISTING 2'X2'STORM DRAIN CONNECTIONS. f`+ a<
j B EXISTING CURB STOP
ExlsnNc WATER VALVE UNDERGROUND/O RH UT1LfT1ES: �uJ
CONTRACTOR SHALL E RESPONSIBLE TO CONTACT EXISTING UTILITY s,.. °1m n
�� - _ ____ __�i;-�,^,----- _--___, 'a, EXISTING FIRE HYDRANT COMPANIES AND COORDINATE WITH SUCH PRIOR TO BEGINNING w o
I I (=) EXISTING SANITARY SEWER MANHOLE CONSTRUCTION. EXISTING U LITIES SHOWN ON THE PLANS ARE SHOWN
_, ___ W.,r•--r tni _ [csmc 55 NH EXISTING SEWER SERVCE AT THEIR APPROXIMA E LOC TION AND TO THE BEST KNOWLEDGE OF z x n
THE ENGINEER. CON ACTO SHALL BE RESPONSIBLE TO ENSURE THAT 10
rv.ol�iY�ctFv.7�l�iia4.le � EXISTING SEWER SERVICE CLEANWT w�
Wv.ar acv.-4nT. - FLOW DIREcnON ALL EXISTING UTILITIESHAVE BEEN PROPERLY LOCATED BY THEIR �`.mm, c!o'.
�k
---�� RESPECTIVE OWNERS.
iocAt aNLTwAax --
eoLr aTrs¢m MTH•r �J�„ --[, � EDGE a PAVEMENT - -
[.-ss EXISTING SEWER LINE ONE CALL UTILITY LO'ATE ......................-1-800-424-5555 / z
STA 0+00 INSTALL --•-- EXISTING WATER LINE O
NEW SS MH A I --50--- EXISTING STORM DRAIN LINE - �� u
(TIN 4fR- ''� SPOT ELEVATION FINISHED GRADE ASPHALT SURFACE
SNB
— GRADE BREAK CITY OF BOZEMAN
DRAINAGE FLOW
Y VICINITY M A P
PROPOSED FIRE HYDRANT
® PROSOSED SANITARY SEWER MANHOLE BASIS OF ERRING. jI:ALL- NI',
ass— PROPOSED 8•SEWER LINE
f ® PROPOSED CURB STOP NORTH MEADOWS SUBDI\SION 1987 MAGNETIC
-R• —•— PROPOSED WATER LINE --l-
- LINAIION 151 2f AST OF TRUE NORTH.
Rub 1 PROPOSED STORM DRAIN LINE
(nPICALI\�" it
PROPOSEDASP"""FDGE CONTOUR
BENCH M RIG
CONTOURURLINES
RI
RIGHT OF WAYS ?JTY OF BOZEMA DATU (SEE LOCATION ON SITE PLAN)
w
' SPILL CURB
CURB&GUTTER
UTILITY SITE PLAN +-SALI
1" = 50'
a
4785 4790- -
0 4780 --'---- -- FINISH GRADE
_ INSULATE SEWER
F - LESS
w �EXISTJNG5'DEEP
4780 4785 4775 II` J Q
T O n EXISTING I L.L-I Q
- 47m
FINISH GRADE - -' - 2'MICN
-FINISH GRADE � -�COVER FIRE HYDRANT
r 55
w HI(]I DEN9TY RELOCATION
4775 - - 4780 -POLYSTYRENES-'--_ .. z
DEPM=7.97' - _ _ � INSULAl10N
WATER 4A1N CROSSING r •...•.•. __.--.._ _ CC
A?13.5•SEPARATION DEPM 4.83' �•
DENATION NOT REWIRED EXISTING GRADE l E�fI511HG 6 Ea WATER MNN
Ex1S1ING CRWNO
AS PER MDEO 06/14ION ' ` z
4770 4175 4765 'I �1-
SL E�0,1
e'd'ro.PvC
- I
J SLOPE 1.22% om l N
m
4765 i 1770 iP - - 1 4760
- m� I n� F-
w
II
3 W'. .. ci W�rc i
4760 a - 4765 ----- - - -
OZII p, cX� 3 }00
OO w w
DATUM ELEV w n
I
as'
DATUM ELEV DATUM
075500 l780.Q0 4750,00
N m b O
a F n n
0+00 0+50 1+00 1+50 2+00 DO 0+50 1+00 1+50 7+00 2+5C 0+00 0+50 1+00 1+50
DRAWING No. 01-536 AS-BUILT.d.g
THIS PROJECT
PROJECT No: 01-536
2 SEWER MAIN PROFILE (AS CONSTRUCTED 06/2002) 3 STORM DRAIN PROFILE (AS CONSTRUCTED 06/2002) WATER MAIN (AS CONSTRUCTED 12/1) ///���
HORTZ. SCALE: 1"=50 HOR TZ. SCA 1"=50' HOIT?. SCALE:
VERT. SCALE 1"=5' VERT, SCALE 1"=5' VERT. SCALE 1"=5'
I
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