HomeMy WebLinkAboutCastlebar Family Community CONSTRUCTION PLANS FOR
CASILEBAR FAM � LY COMMUN � TY
BOZFMAN , MONTAN A
OWNER: - SHEET INDEX: VICINITY SKETCH =
Castlebar Limited Partnership Description Sheet No.
Cover Sheet ROJEc
Ook St
DEVELOPER: - - UTILITY PROFILES Sheet 9-11
N.T.S
Golden Rd Ln
Tc ais Dr
h o m a s Annie St q
DEVELOPMENT CO. Lillie St s,
REAL ESTATE DEVELOPMENT AND CONSTRUCTION Rase E
413 W. Idaho, Suite 200, Boise,ID 83702(208)343-8877,Fo.(208)343-8900no dra
ENGINEER: Daffodil Dr Ours Ion Road
Et■71M Engineers, Inc.
ENGINEERS/SURVEYORS/PLANNERS
621 N. College Rood, Suite 100,Twin Falls, ID 83301,(208)734-4888
Fox(208)734-6049,E-Mail ehmAimagiclink.com
INSPECTION & SURVEYING:
Rocky Mountain Engineers
CIA Engli—hp i LUM&—ying
1100 West Koch Slreel,Su'ile
Bozeman, Montano 59715 (406)586-4859
Prepared By
Rocky Mountain Engineers
CM®I1gkWrtp&Land Surveying
1700 West Koch Street, Sete 7
Bozeman,Montana 59715 (406)586-4859
Drawing File Name: AsBItCv1.DWG 02/17/00
xarE oAA:sTREer afro x 27IH AVE
2ILMOVBA01-M WEST OF&UMCAM 0
TO BE COMTRIA=W PHASE 2 0• ! 6 /�8_ iinP Z
Z
Ex5510- - — Ex /'."'0* Ex5,. FUTURE NORTH 2TM AVENUE _ I+, o a E3-
Exss,o 0 15 90 80 Q
�- T.O�i NO'27'44"W 286.49' r� -- ExsS,O'
N00'27'44"W 117.49' x r r>� �,z w
TH pw 7 Y » SCALE IN FEET V)
u i3 v 2'AMC.12 DFTP GRAVEL ?I$
- AEEESS ROAD ADM of SIB OW
s� � �s Legend � �
AND CR1Lf1!0 952 Of 7K 5r0. _ I z o
�F ! P9,OCIOR DENSm) $ I14 I Q
PROPERTY BOUNDARY W
RIGHT-OF-WAY BOUNDARY •�
SETBACK LINE
A-ic _ r l - - _ _
CENTER UNE OF ROADWAY W
® - - `.f-- EXISTING CONTOUR w
-_1 I I I \
VV)
EXTRUDED CURB
! 24" ROLL CURB k GUTTER I
- i .� o Exss12 LINE
D• PROPOSED SEWER LINE I - W
N 27 44"W 2115 26 _
PROPOSED SEWER SERVICE Z
I bI IN W PROPOSED WATER LINE=4 -0
� > A m'JE.97TA P 4 ` PROPOSED WATER SERVICE & CURB BOX
I ! IL"\ aeeu Co 1 I 1I JI I 0 v SEWER AND WATER EASEMENT W
♦ FOUND BRASS CAP
anTA nBTD -- p FOUND YPC MARKED SS&G ENG. IN 1" PIPf
zo' I A X72T m - (8) FOUND YPC MARKED GASTON I ! A
37,37TA I _
• FOUND REBAR
_ I trl + CALCULATED POSITION, NOTHING FOUND OR SET
_
I I (R) RECORD, ANNIE SUBDIVISION PHASE 2 O O
(C) CALCULATED
0. \ - I (F) FOUND
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
��._• .�s y I PROPOSED FIRE HYDRANT ®IA
WAKRA PROPOSED TOP OF ASPHALT
o w \ 8_ _ ` i I Q •�e.eorc PROPOSED TOP OF GRAVEL
50u
•36AAw0 PROPOSED FINISHED GRADE
0 0 _ wT \ ❑ ® ------ x J A I ss.eOFt PROPOSED FLOW LINE
y m _ Z O (� PARKING SPACES (PHASE 1 TOTAL=116) '
z m I '� M- ❑ - al� -
s m I --- - p O eV TEMPORARY DITCH
LOT 3
N _•.' •. FF�.390 �� iv
~ L------J
s "> :•. m ti b `� I � � g ��� Rachus Chart U
o S ALL RADII ARE MEASURED TO FACE OF CURB OR ASPHALT.
Q ]6TTA um;B I F A=3' C= 10' "
--,•-32 ?Q iJI� ! u N y B=5' D=15'
78.MIA
' a '\\\ `\ \ se18 Temporary Ditch Section
.Ts46TA 3642TA 35.31TA EXISTING
GRADE Q�
mg
i& ct
m -
vV,x .. DO NOT SCALE DRAWINGS
oC -'I'- I TOR I/ I I P 1 1 CONTRACTOR SHALL VERIFY ALL
/' / S2 f I CONDITIONS AND DIMENSIONS AT
_ THE JOB SITE AND NOTIFY THE
m p J!J g 1 --' — I. �. RIP L1�MNIfL AT )' rEYgA.Vtf ORNYICF sEC1NM/ ENGINEER OF ANY DIMENSIONAL
•�� � �.lhJ GRME �'� i ', I� _ `\ CENRR CLlOFS1C=31D ERRORS.OMISSIONS,OR DIS-
-_V- ORE FANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
70'DD0.TEMPORARY �- — — 37.7T0
32.5rL DE1Ex,ON PaND b 37.uL. l ��
u(mala�mcx _ 3A0E� , , , , , , , , , , , , , , w/Ad sLOPEs
GgY57R6CTIJRFAS)FKM gUDP 70 ,, ,, .. ..1 f WSgLL SlDP'SIGN—yT 37.MTA37.O5T• 3. I --e•7 yno �P"FT. ', �•
�'2 a ." BURKETf
a a
--- � o£hm -p• No 1 7
SIR90 y<. LK�•'
\ g _ SO'15'37"E NORTH 25TH AVENUD-46E - _ o n o s p •• S`S/ONAIG•'
/ DEAD END BARRICADE I} 223.7W IS 16 17
CITY OF BOZEMAN —17 OONSTRWT DRIVE NY APFOO RF COB
1• STD.uwc.No.09810-2 SM..plc.NO,02529-11 o m N P22/99 PER C.D.B.2/19/99
AX
F U y o o 7 P24/99 PER CO3 3/23/99
z AX
F >> -�y 8/9/99 PER SPRINGER 8/6/99
o�x FAX
INTm STA."".j
N 00
x------------
Z uN Zd3 V1
------------1 Inz I I I � - �• "vim l.NAi747
Ili I I I 01
I I I q I a NARMN
I I I I I � I I
I I I I Imc I I
r-w
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I _ O I r I m 2ae9een
A I I W� �I�
Approved For Construction��By somas Development
Approved Br: Date Approved: 2 OF 11
?,VM CIA.K STR&rr AND x 71M AVE V)
AMOVsb1IDTTS WEST OF RARRPC AM
TO W 001%WRt CTM W PHASE z AM'-�� -}� ,�`iv>h•"'"- � Z
�2E V 1I�7E5�+M u a I
Ex5510' v Ex55t 0" EN SI• r NORTH_7" AVENUE 10 Z
NOO.27'44"W 117.49' � >< NO'27'44"W 286.49' HJ; Ernmv z i- ts ® I Fx55f0• E.10 0 16 90 80 Q
a 9v� zu N.INV._27.01 I Ni' >o SCALE IN FEET (/1 d
$mow 5.INV."27.11 V)
161AU BLOW ...
OFF M aNN! I 17'WOE.lY(DEEPCOMPACT
Ow"Et J
AttEs Ran(m1L^Acr s18LaAnE �,]"•�� I � �?� m$ �
ANTI GRIND TO s3X a THE SM.. I o u I i p r pp
I - PR40cra aNvn) I {1j. i4 x Legend
I PROPERTY BOUNDARY
_ RIGHT-OF-WAY BOUNDARY •�
f � L _i-�- - - SETBACK LINE
I I I L - - CENTER LINE OF ROADWAY D
\ n
- -
I I� EXISTING CONTOUR w
_a �
I _ EXTRUDED CURB -
L-- - - I `, - 24" ROLL CURB & GUTTER -
I Exsslr- EXISTING SANITARY SEWER LINE
•Q I I•„1. NO'27 44"W -2156.26_ ! -- L- _ 1 I I N
S PROPOSED SEWER LINE w
PROPOSED SEWER SERVICE Z
_ - _ --
II 6U • I rs W PROPOSED WATER LINE
LJ-LJ-T- Fa;FT T I i�j7•Py I F PROPOSED WATER SERVICE & CURB BOX
r
- E.
_ ��' ---.I I I --------- SEWER AND WATER EASEMENT -IW W
4170 1 I 11 O
CASTLEBAR WEST ROAD f0 ♦ FOUND BRASS CAP
I N.INV.=3&O2 W
20. 7 I -- -- :.::•:' I -- I FOUND YPC MARKED SS&G ENG. IN 1" PIPE
7/Z' .... - .. .. -.- ------ `' ---- MARKED GASTON
I ,
A FOUND YPC MAR �O
C - •. ,L.;'.,=.;t ��•••1! Mpg
= 4 \ V� .F I -1I I • FOUND RED OR SE ^ tf
I L CALCULATED POSITION, NOTHING FOUND
+ I U D T
(R) RECORD, ANNIE SUBDIVISION PHASE 2 O
I f
L- --—L_------ (C) CALCULATED
CASTLEBAR NORTH I (F) FOUND
LOOP _ 8• ® EXISTING SEWER MANHOLE
,� I '/ - _ - I_ -- m� - I O• PROPOSED SEWER MANHOLE ®I
)Ik PROPOSED FIRE HYDRANT
3:80TA
PROPOSED TOP OF ASPHALT
Ao 3e.mrc PROPOSED TOP OF GRAVEL
PROPOSED FINISHED GRADE
It
' - -- I p a •3s.Oa PROPOSED FLOW LINE �•.
m \ ? ® -� :••Y'• E. I I z COI (6) PARKING SPACES (PHASE 1 TOTAL=116) •a�.F
oI T
i � I I1n I ® --------, f�__� O �:x TEMPORARY DITCH
LOT 3 f� ( � r
\ m1 \ R
�: I �------J >� �' 19 ' I LrNrxull :�:y`( - ut I N r-' o� C o I Radius Ch E. V
\ j f I \ j N b I I qg ��+�
I 1E8 1x FACE OF CURE OR ASPHALT.� ALL RADII ARE MEASURED TO
A=3' C= 10' 4r
B=5' D= 15'
------------• I W 8' � f I4 88N
„BD — — — I ., a� \:. Temporary Ditch Section �.
I CASTLEBAR EAST ROAD
—. F EXISTING J_
_- RN•X.-u -- - - - - IN.
e T ssN�xJ GRADE 4'7 4• '�•�
N.INV"U75 p I RN-34. RMNV3C.J0 16 �11 i.d
'-,W.INV.-320.5 l �I N_kLY=M41 S N =2&19 I PL2 po'
-- T
{• NR
mn it I I -Kl J --� r__._._._I / IS f\� I am $bo
-I T - mam lVOii:7 DO NOT SCALE DRAWINGS
c-c xn I --I I TOP ( }f$ Np I 1 tr CONTRACTOR SHALL VERIFY ALL
j I• J �• `I' ALL PUBLIC SEWER AND WATER SHALL HAVE A 30'WIDE ACCESS AND MAINTENANCE EASEMENT. THD[iloaNSITE ANDIMENSIONS
NOTIFY rile
a.L• I/I/I �S I;� I mf I gOROM f - ENGINEER Of ANY DIMENSIONAL
ERRORS,OMISSIONS,OR DIS-
\ / OREPANCIES BEFORE BEGINNING
- / I OR FABRICATING ANY WORK.
70'DA.TEMPORARY
ULOESAC
C SC F,tTO SNMµP 70 �-�. _ _-_ - _ _p WWDKE/4:1 SLa POND
FONT•
CONSIATICRON) WSTN,L SLOP ON
• R
ETT
Detention Data
_--- wRE �N+ 01., .•V• No 1-7 .,¢
PHASE 1(LESS EXTERIOR ROAD RIOM-OF-WAY) ••90 L A'�
/ 8• W 8• W 8" W I ib o o N E IMPERVIOUS AREA(BUILDINGS.ROADWAYS,SIDEWALKS,ETC.) •• •YFI ��•
/ 0-4 NORTH 25TH AVENUE ssuNA3 3:m 79,602 S.F.x 0.41"/HR.x 2HR x FT/12"x 0.95E +5,167 C.F. .•S/ Ea••
EB146.A SO'15'37"E RIN=4n..2 N o- ONA1. ,
-�1 �S }- -8= 4 .Nv..z8.90 — $g pQ '•...
DEAD END BARRICADE E.MY..29.51 n b I �g� 0 6^. —+-- 14 223.76' LS sslwrYz 16 &1 -28.ss _ LANDSCAPED AREAS(GRASS,TREES,ETC.1
`CRY OF BOZEMAN IA N.INV."29.50 RIM=4731.75 o m m
'. STD.DWG.N0.09810-2 W.wv.-ze.e0 a A i 64,775 S.F.x 0.41•/HR x 2HR x FT/12 x 0.20E +885 C.F. Ilnmis
F: m S.,NV.=28.81 o m "' 2//222/99 PER C.O.B.2/19/99
YL 2,o PREDEVELOPMENT ALLOWANCE(EXISTING RUN-OFF PRIOR TO CONSTRUCTION) 3/24/99 PER C.O.B,3/23/99
144,377 S.F.x 0.35"HR x 2HR x FT 12"x 0.35E
4 /� a v c� / / (-2.948 C.F.) FAX
�F ---` -- 8/9/99 PER SPRINGER 8/6/99
v +0+'p Z m TOTAL DETENTION REQUIRED +6.052 C.F. FAX
T T" l a F p0' por
/ _ StWtR RDSE I m S v o c 4.30 CFS PASS THROUGH FROM DURSTON MEADOWS 4e.ma n&)d�ffi!7'
PNRa�xLL�Of1EM90N RDSF I .? > PAW aM OKRS I u & .,,rC �v Gm PHASE 2(LESS EXTERIOR ROAD RIGHT-OF-WAY)
n- ------
_ a f-- ------- n2 I
u $gym I I G ��' IMPERVIOUS AREA(BUILDINGS,ROADWAYS,SIDEWALKS,ETC.) 1!11AR7W
NZ I p I I O 50,896 S.F.x 0.41"/HR x 2HR FT/12"x 0.95E +3,304 C.F.
I I I I o I I I — R MAR71N
LANDSCAPED AREAS(CRASS.TREES,ETC.)
I I I I I $ I 56.731 S.F.x 0.41'/HR x 2HR FT/12"x 0.20E + 775 C.F. we 1RJDV.%
I I I Im c I y^$a I PREDEVELOPMENT ALLOWANCE(EXISTING RUN-DFF PRIOR TO CONSTRUCTION)
Q I I I Q I A I •g r I I 107,627 S.F.x 0.35"/HR x 2HR I,FT/12"x 0.35E (-2,197 C.F.) !-I7
r I
I I I I I Q I r I TOTAL DETENTION REOUIRED +4,079C.F. .a 2tEB8lIR
A I � i �' i i o i1 I a Approved For Construction By Thomas Development
T
A � y �PAxww& - - 3OF11
U ,r
I � _
w= Lo
v1 z
o
z o n
m �
DEAD END BARRICADE PER
$ rc CI1V OF BOZEMAN STD.DWG.
N0.09810-2 Q)
� u W
Or
0 W
8-8 E
Rio 0 20 40 80 'r
Cn PEDESTRIAN
IN FEET
RAMP PER STD. 7 Q
Q DWG.N0.02529-8(TYPICAL 17 O
0-c EACH SIDE OF APPROACH) ( W VI TEMPORARY CULDESAC
th
I _ I I -T- F tJ POS r ` � I I 12-GRAVEL ROAD BASE,
- I - - - - TED:NO PARKING
�11 LC1_J��T —� m� _
ORIGINAL PROPERTY LANE iW _
WA1ER WO SEWER CROSSING PER in tC+�/
c.Ds.SD.DK W,uv13-s "'N 25'R.-fK1C INSTALL MONUMENT BO%PER +`
P MPWSS STD.DWG.02529-3 AT PROPERTY LINE
1D*XIO'%8'MJ TEE
STA. 11+93.08 IN 1 W e '�—IN a-- a' EQUATION STATION: .�.
13+18.17 1a RTH 25TH STREET 16+IJ.os 6 STA. 18+26.78 N. 25TH ST. = Lf7
BEGIN CONSTRUCTION > STA. 14+89.40 OAK ST.
15 SSMHN2 16 15SMH13 17 3 Tn bi 18
m
$t i WATER LINE BY OTHERS DEAD END BARRICADE PER I r INT.
CITY OF 0OOZEMAN STD.DWG. 11 .08 T NO-0981 -2 �\ \ ' ^ 15'R.-BOG .ti ti y 1 25'R.-DOC q'��''cp Li / z U
9 r w (TIN.)
It
CONSTRUCT 70'DIAMETER�\ -_ S��° I G> - - - _.. __ P �Q3 5 Q'`c I •-
TEMPORARY CULDESAC- T - _ ___-- -________ 4 -----
12'GRAVEL ROAD BASE ___- , I Y
POSTED:NO PARKING _ -- II r q I QO
/ 1 INSTALL COMBINATION STOP/
STREET SKIN � N
F
S ^ m g O co
i
i O O
CURVE DATA =ni w H'5 =$n lY U
L-137.96' rgow �yeo�
R-750.00' g a o w , a' C.BURKETT
DE
LTA-1D'32'24" o
N > MThomas G.BURKETi -
� o WHB
DEVELOPMENT CO.
ns� REAL ESTATE DEVELOPMENT AND CONSTRUCTION ,
�$ � 11 NOV. '98
A N Appr ved For Construction By Thomas Develo 6nt1•=40'Destroy Previous Plans -
Q Approved BIC Date Approved: - "" 22698RDI
00 VNN 'tV bbNN ^� �M bb NN mOOi
Cj'00 pOiT 'aO aD Ulhn 6 44 4-4 MM MM NM
a 0 y aMM aMM aMM M M a M M M M M M M M M M M M M M �j II
>: II j II II j II II j II II j II II j II II II II 11 11 II II II II II II II II '
Oy- OE=F OFF OFF OFF OFF OFF OFF O OFF OFF OF
OJ �KJ OCJ 'D�J O�J 'DKJ O�J O�J O�J �T CCJ OCJ hCJ �� - -
i + + 4 + + + + + + +N.-�� N.-U.-U.- M.-IV-VI- M.-,- - .- I- •- - - �-I-F- -+
NOTE
I UQ �� nUU THESE RECORD DOCUMENTS HAVE BEEN PREPARED
BASED UPON INFORMATION PROVIDED BY OTHERS.
m m MORRISON-MAIERLE, INC. HAS NOT VERIFIED THE
ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION
AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS
OR OMISSIONS WHICH MAY BE INCORPORATED
HEREIN AS A RESULT.
STATION 11+93.08
BEGIN CONSTRUCTION--
F.L. EL.=4740.10
4744 N 4744
of
M
11
ai
_ xIsr. NATURAL GROUND PROFILE AT CENTERLINE 4740
4740 - EXISTTT� -�I
_ 0p,V. -1 56 - TOP OF CURB PROFILE o
1
C._ - X R7.$ CT. o+
100'V.C. 4736
4736 _ - - _ - _
-i. %10 N
I - ----- - - - RT.& LT.--
- - - -0.69% RT.
4732 6MM114. -0.74% LT. -- -. _ 4732
' - ti►ARAfNTM1 -- - --- -
/T`` ` CONST. 50 Z
`� 246 1- SEF 8" P.V.C. SEWER PIPE L.F.WE RR P PIPE U
PE a
m 18" SEPARATION 5=+0:38K '6 t 4728
I
4728 Sr (A.i)
"WAN �----_ o ----M. =______________ --____�
- 8 CLASS 51 D.I.
Hv ro ; WATER PIPE 2v N .p
TRENCH BACKFILL(PER M.P.W.S.S.): rnr- J -
TYPE A TRENCH BACKlILL SHALL BE USED IN PAVED AREAS. .rp p: N� O Fyr i
TYPE B TRENCH SACKFILL SHALL BE USED IN LANDSCAPED AREAS. Nri N Zr N _ ;o
TYPE I PIPE BEDDING(PER C.O.B.): b N W m. '�w Z m oG OU
TYPE 1 PIPE BEDDING INCLUDES THE MATERIAL PLACED FROM 4 INCHES ^ \o°p O�N w N
(IODE—)BELOW THE BOTTOM OF THE PIPE,AROUND THE PIPE,AND UP M N J. U N o rTTiiN - g��„1
TO THE SPRINGUNE OF THE PIPE, PROVIDE TYPE I BEODING CONSISTING ,p H 11 e,- _- N II tl u nOF IMPORTED SAND,SANDY GRAVEL.OR FINE GRAVEL HAVING A MAXIMUM _ c�
3/4 INCH SIZE AND A MAXIMUM PLASTICITY INDEX OF 6,DETERMINED BY +II j j o `d' 'd'o +II j j j +II m a I$m
AASHiO i89 AND i90 OR BY ASTM D1318. WHERE TRENCH EXCAVATION '^ 2 Z v' +ad m
ENCOUNTERS WET OR UNSTABLE MATERIAL, TYP 1 PIPE BEDDING MUST BE w _ _h fZ
FREE-DRAINING AND NONPLASTIC. REFER i0 STANDARD DRAWING D2211-I a I,;i a 3 vi i
AND SPECIALIN PROVISIONS FOR OTHER REQUIREMENTS. v,rr e m m,-v,a �^v, N
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
SHEET 4 OF '
U
it
(n
L
Q)
EQUATION STATION: Q)
STA. 14+89.40 OAK Sr. = U '
STA. 18+26.78 N. 25TH ST.
FUTURE OAK STREET CONSTRUCTION
EQUATION STATION
EQUATION STATION: _ STA 19+53.48=STA 9+29.92 CITY OF BOZEMAN 0 20 40 80
STA. 10+00.00 OAK ST.
M a d x W. OAK ST. SID/665
STA. 18+26.78 N. 27TH 5T. TEMP.
70'DIAMETER & SCALE IN FEET 'W
1EMP.CUUDUMEL RAC- "
12'GRAVEL ROAD BASE g & g g 8
POSTED NO PARKING : m
STORM DRAIN OUTLET W/ 9'I• 8 u 8 e PROPOSED PRESSURE REDUCTION VALVE
CONCRETE HEADWALL DEAD END BARRICADE
+ BY OTHERS
SEE DETAIL ON SHEET 8 SID.ONG.NO.09810-2 < G
URLItt CROSSING PER TOP OF CRAVE AT aaaZZZ INSTALL STORM DRAIN INLET(TYP.) t` -
- — — — — CO.B.SID.DWG MD.02713-2 DULLER OF QAl1ESAC — — — — \ STD.DWG.N0.02721-2,2A --
.34.0 — — N
_ — -4 1— STORM ORN INE
--
6 E
10w tow H law 16 I7 SDMH/2 1W O U
_ 11 OAK STREET 12 13 _
10 I FUTURRE OAK SREET "VT \
15' D 16'---
STORM AIN.C. ,t '
CLASS R.C.P
END EXISTING \\ _
PAVEMENT \U\ T 6
INSTALL STORM DRAIN INLET(TYP.) -
R pY NS7AI1 COMBINAPON STOP/ W _ _
Y STREET SIGN SID,OWG,N0.02721-2,2A
4737 SEE .W R 37' COB STDREDWC.NO.02713-2 ---- 0cif
55'
AND �--
I
1 FOOT DEEP DRAINAGE DITCH -
SEE SHEET FOR GRADES AND
DITCH DETAIL I m a s T h o '
III I I I U J � WHB
DEVELOPMENT CO.
REAL ESTATE DEVELOPMENT AND CONSTRUCTION °T I NOV. '98
Appr ved For Construction By Thomas Develo lenb'= 4D'
Destroy Previous Plans -
Approved By Date Approved N0 22698RD2
z
4 W T THEE E
GT n RECORD DOCUMENTS HAVE BEEN PREPARED
DO ;^ V �yp brn �O U 00�i V UNN Mn v7h 00
a nn nn >'3in,6II oai nII I aT 4u'4n cii n,ni'n "nni�nni oo> "+nN "nui nu u> II nn Oai Nn ri p n n nn n n a 1^ ^ x BASED UPON INFORMATION PROVIDED BY OTHERS.
MORRISON-MAIERLE, INC. HAS NOT VERIFIED THE
ITn
I illu Nu > uII > uu > NII ° n DII NN ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION
._ p o �; .: - oI_I_ o o �: oo o o ,_ -in AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS
ZK� Otis- Y) 8� �~ �� OCI.-: �~ oK� �K� OK..a K� OCR OK.� K� K-� K� 2MM
t w + + + + + + �'' ^ + + +�'' OR OMISSIONS WHICH MAY BE INCORPORATED
o ��� ��� �.".I' ��I�� ^'�� ^�� ='�� ='�� ��� ��� "'�� ^.u..". ��� -�.". _�� �� �°�� °p�� -�� a II a HEREIN AS A RESULT.
U
N 4740 �� 2� 474(
m
O+ M ON M
11 11
MM NATURAL GROUND PROFILE AT CENTERLINE - m
- -1.0 7X LT
ud H n TOP OF CURB PROFILE 4736
4736 • — >> _
--. -0.44X RT.
I01 -2.LOX LT. >> m
C u
_ +0.6BX
EXIST.
- _1'98X RT. � ISO Y.C. + X Li. _ -_ _ +0.44X RT.h LT. � 4732
4732
wo CONST. 355 LF. 15 CL. 3 R.C.P. STORM DRAIN PIPE
nn
4728 — — — — "_ S=+O.15X 4728
- - - - - _ = = - �-JOE -
10"CLASS 51 D.I. WATER PIPP
> -WATER LINE IN OAK STREET BY OTHERS o vWWi
mN
um 3 u 'Sv v Af m i ob'
TRENCH BACKFILL(PER M.P.W.S.S.): 9 Wu I✓! --
TYPE A TRENCH BACK FILL SHALL BE USED IN PAVED AREAS. > N F x N
TYPE B TRENCH BACK SHALL BE USED IN LANDSCAPED AREAS, c tl _ Mo m awl H o m ,-
TYPE I PIPE BEDDING(PER C.O.S.): o W tl
TYPE 1 PIPE BEDDING INCLUDES THE MATERIAL PLACED FROM 4 INCHES o>I `6J' e y II II II
(IO0 -)BELOW THE BOTTOM OF THE PIPE,AROUND THE PIPE,AND UP u
d
7i c�i
70 THE SPRINGLINE OF THE PIPE. PROVIDE TYPE I BEDDING CONSISTING iW So zN.0 1.
OF IMPORTED SAND, SANDY GRAVEL,OR FINE.GRAVEL HAVING A MAXIMUM k I z z 2 Y o ??? o
3/4 INCH SIZE AND A MAXIMUM PLASTICITY INDEX OF 6.DETERMINED BY o m^o"' '�w u o "';
AASHTO i89 AND i90 OR BY ASrM D1318. WHERE TRENCH EXCAVATION ,,,c o w z vi�i $ ? `+Z`^3 m m m m n w;
ENCOUNTERS WET OR UNSTABLE MATERIAL.TYP 1 PIPE BEDDING MUST BE o ^'-' n z.�N N ^AI -m Y z N o ^
FREE-DRAINING AND NONPLASTN;. REFER TO STANDARD DRAWING 02221-I
AND SPECIAL PROVISIONS FOR OTHER REQUIREMENTS. t;
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
SHEET 5 OF 11
WATER OR SEWER MAIN �
NO VERTICAL U W
GENERAL NOTES: REQUIRED Z
1. CONTRACTOR SHALL HAVE A CURRENT SET OF STAMPED AND APPROVED CONST- - Z
RUCTION PLANS AT THE WORKSITE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE MONTANA PUBLIC WORKS STANDARD ALL PIPES SHALL CONFORM „ J
SPECIFICATIONS (MPWSS) FOURTH EDITION, ADDENDUM NO. 1 TO MPWSS FOURTH TO THE STANDARDS BELOW WATER OR SEWER MAIN 10" MIN. (L
EDITION, CITY OF BOZEMAN (C.O.B.) MODIFICATIONS TO MPWSS, FOURTH EDITIONDATED MAY 1997 AN \
DATED E13RUARY 20D 998E MONTANA DIED STANDARDS FORADDNDUM NO. I TO THE C.O.B. OPUBLICO WORKS CONST., (n
AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE. PARALLEL ARRANGEMENT n` 1'
V/3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO 0
}
PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR PIPE PIPE L� L
FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL L 2 L 2® - W
WORK IN CONNECTION WITH SITE CONSTRUCTION. rn
4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF / =/4"max.
THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND/OR - - - EHole E Joint Hole z_HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. 3/4" - ID" pipe = 7" z 12" - 16" pipe - 8" Eg shall be undisturbed natural soil _�/ ® NEW PIPE (nfor at least 90% pipes length
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL 18" - 21" pipe - 10•' c c24" - Lar er i e = 13" fmaterial fine graded to support pipe -E �-Shall be determined by theTRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE 9 ppcam acted as a zone backfill Project Engineer in the fieldFOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. ppipIgo6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MA7ERWL o a ag0 EXISTING PIPE EXISTING PIPE NEW PIPE W
AND USE SUITABLE MATERIAL ON SITE THAT REQUIRES FILL MATERIAL. FILL MATERIAL Rock Unstable Material W
SHALL BE PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF NOTES:
BOZEMAN AND APPROVED BY THE DESIGN ENGINEER. CROSSINGS -r� Z 1. All work in public traffic ways is subject to approval by the City 5. Any deviations from the minimum separation requirements
7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE Engineer. He shall be notified one day before any excavation is must be approved by the State of Montana Department _
CONTRACTOR ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE able'd. No backfill shall a placed until on Inspector is avail- of Environmental Quality and the City of Bozeman. __ Z
PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR able to water
and and test the backfill material.
2. When water and sewer lines cross with less than eighteen inches
UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE 18") between pipes, the sewer line shall be encased in four inches 1. Specific Montano Dep'l. of Health and Environmental Sciences opproval is required for a horizontal separation t W
PLANS. THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. �4") of concrete for a distance of ten feel (10') on each side distance less than 10 feet and for a vertical separation distance of less than 1.5 feet between water main
of the water line. (D.E.O. approval required) and gravity sewer main.
3
8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER 9 y V]8
LOCATION BASED ON PROPOSED IMPROVEMENTS SHALL BE VERIFIED PRIOR TO . Rock shall be excavated to at least standard trench width. 2. No exception to the minimum separation requirements (vertical or horizontal) is permitted when the sewage ,..I
COMMENCING WORK. 4. Shape soil to fit 10% of the pipes overall height. carrying pipe is a force main. All crossings shall be arranged so that the sewer main or sewer force main 8
joints will be equidistance and as for as possible from the water main being crossed S�,•yj^�Qzy°
3. Where less than 18 inches of vertical separation has been approved by both the City of Bozeman and the
9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO (2) WORKING PIPE LAYING DETAIL Montano Deportment of Health and Environmental Sciences, the new gravity sewer main, or the new water
DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL DIGLINE' 48 HOURS - - main, at the crossing shall be made from a full length of pipe centered on the crossing,and the crossing angle
PRIOR TO COMMENCING WORK. N.T& shall be approximately 90 degrees. New gravity sewer mains crossing within 18 inches of a new or existing
water main must also meet or exceed the requirements of "Recommended Practice for Low-Presure Air Testing
10, MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE of Installed Sewer Pipe" (UNI-B-90, or latest version).
STANDARDS AND SPECIFICATIONS. 4. L" is the longest available standard length of pipe as supplied by a pipe manufoctrurer.11. THE CONTRACTOR SHALL TAKE REASONAB EXTRUDED CURB LE MEASURES TO PROTECT EXISTING 5. Adequate structural support for pipes at crossings shall be provided. oil
IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION VARIES ASPHALT
AT THE EXPENSE OF THE CONTRACTOR. WATERLINE SL SEWER LINE OR STORM DRAIN CROSSING
12. ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY 9"
ENGINEER. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM TYP. °• ^. N.TS
THESE PLANS UNLESS AUTHORIZED, IN WRITING, BY THE ENGINEER. FIELD ENGINEER 2.0% SLOPE. 2.0% SLOPE
OR INSPECTOR SHALL NOT CHANCE OR MODIFY ANY OF THE CONSTRUCTION PLANSIN THE FIELD WITHOUT WRITTEN APPROVAL BY THE CITY ENGINEER. T
13. THE CONTRACTOR SHALL PROVIDE APPROPRIATE DUST CONTROL AS REQUIRED BY _ _
LOCAL AGENCIES. BASE
-III III- PLANT MIX PAVEMENT (2- AT 25TH ST.) COURSE
14. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE ANY ADDITIONAL RUN-OFF AND/OR (3" AT OAK ST.)
SEDIMENT ONTO CITY STREETS OR INTO ANY CANALS AND DRAINWAYS. ASPHALT BASE 4" AT 25TH ST.) CURB DIMENSIONS PER MTD STD. DWG. 609-10
5" AT OAK ST.) (TYP. WITHIN SITE BOUNDARY)
6" OF 2"-MINUS CRUSHED GRAVEL BASE EXTRUDED CURB SECTION
SAWARY SEWER COMP.AAT D TO 25TH 95%ARELND ATIVE
ST.)COMPACTION NTS
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH MONTANA
PUBLIC WORKS SPEC'S., 1996 EDITION, TEN STATES STANDARDS, THE MONTANA
DEO CIRCULAR WOB-2 STANDARDS FOR SAN. SEWER, THE CITY OF BOZEMAN SUBGRADE - UNDISTURBED OR COMPACTED TO 95%RELATIVE COMPACTION
MODIFICATIONS AND ALL OTHER APPLICABLE AGENCIES. IT SHALL BE THE RES- 24" TEXTURE REO'D.
PONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE DEPRESS CUR8 TO THIS LINE FOR ON RAMPS
STANDARDS. 9 1/2" CURB DROP.THE TRANSITION
2. ALL LATERALS TO BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN LENGTH BETWEEN A NORMAL CURB
FLOW LINE SECTION AND A DROP SECTION Z"I
IN THE AFOREMENTIONED STANDARDS. NOTES: SUBGRADE MATERIAL TO BE APPROVED BY THE ENGINEER SHALL BE 3'MIN.5'MAX. •d' Z 4f�
PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION AS 2"-MINUS BASE TO BE CRUSHED GRAVEL TO
PER THESE PLANS. ANY ADDITIONS, DELETIONS OR CHANGES SHALL FIRST MEET CITY OF BOZEMAN STDS. & SPEC'S.
WITH THE WRITTEN APPROVAL OF THE CONTROLLING AGENCIES. S
4. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. CON- %\/ - 3/4-To
TRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TESTS. TYPICAL STREET SECTION .%\\% N �o w . '� -- -�.ain
5. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89 \\ " - `O < m
SDR 35 PVC PIPE. N. 27rh AVE, N. ZSch Ave, Oak St. xTs /\/
/\\ DO NOT SCALE DRAWINGS
6. ANY DEVIATIONS TO THE WATER AND SEWER SEPARATION REQUIREMENTS MUST BE //\\ o0 00°o .°°°o°°° ° I 5• I 3' TO 5' a 5' I CONTRACTOR SHALL VERIFY ALL
APPROVED BY THE STATE OF MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY \ �o°0000°°oo°°°o°ao°°oo°°oo°°o I Y I cowortroNs AND DIMENSIONS AT
'///�oo MIN. VARIES MIN. THE JOB SITE AND NOTIFY THE
AND THE CITY OF BOZEMAN. \/\\do ENGINEER OF ANY DIMENSIONAL
? ,/\/°° °°.° ERRORS,OMISSIONS,OR DIS-
\//\pOO ° ORE FABRICATING PANCIES FANY WORK.
ORE NINC
WATER NOTFSt o o°a^� CRUSHED GRAVEL BASE
io o°o°o°°o°o°o°o^°o°o°oa��oo°o°000°co�o�°o°o°o
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH MONTANA \�°oo.,*,o 000",*, goy°000goo oa°o°°o�°°°
DIED CIRCPUBLIC URKS ULAR WOBC'1 STANDARDSDTION. TEN FOR WATER, TES STANDARDS. THE THE UNIFORM PLUMBINGNTANA CODE, �\j 'oo j\\��\\�g\\� � �11T
•THE CITY OF BOZEMAN MODIFICATIONS AND ALL OTHER APPLICABLE AGENCIES. PARK ; R q•
IT SHALL BE THE REPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE COMPACTED SUBGRADE GRADE AT ACCESS fOs BURKErr
CONTENTS OF THESE STANDARDS. �53
_ _ �rj 76W
2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. (TYPICAL CITY ROADWAY)-III III- fl;rEGRAL CURB SECTION HANDICAP ACCESS RAMP DETAIL •`ASS "•NG``�•
3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE 2" PLANT MIX PAVEMENT ONALE.•'•
ATTENTION OF THE CITY AND PROJECT ENGINEER. N•T•S• NTS.
4. ALL WATER MAINS SHALL HAVE MINIMUM COVER AS DIRECTED BY THE CITY OF 8" OF 1"-MINUS BASE AGGREGATE s
BOZEMAN. COMPACTED TO 95%RELATIVE COMPACTION w
z
5. ALL NEW WATER MAINS SHALL BE CLASS 51 DUCTILE IRON AND BE INSTALLED IN I SIDEWALK TO BUILDING 5' THICKENED
ACCORDANCE WITH SECTION 02719 OF THE CITY OF BOZEMAN MODIFICATIONS TO 2) #4'S CONT. i DISTANCE VARIES EDGE SIDEWALK
THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. o
SUBGRADE - COMPACTED TO 95%RELATIVE COMPACTION o 1/4:12 j
6. ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE W/AWWA SPEC. C-601. to G. BURKETT
CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TESTS AND _ 1:20 MAX' 1/4:12 MAX.
DISINFECTION AS REQUIRED BY STANDARDS. N •�.-- r-.-:-�
NOTES: SUBGRADE MATERIAL TO BE APPROVED BY THE ENGINEER "� <� 'I G. BURKETT
7. ALL WATER AND SEWER MAINS SHALL HAVE A MIN. OF 10' HORIZ. AND 18" VERTICAL PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT
SEPARATION OR SEWER MAINS SHALL BE ENCASED PER STANDARDS AND SPECIFICATIONS 2" - 3/4" MAX. "•' W. BARNES
OF CONTROLLING AGENCIES. 1"-MINUS BASE TO BE CRUSHED GRAVEL TO
CITY OF BOZEMAN SIDS, & SPEC'S. 12" 6" BASE COURSE
8. ALL GATE VALVES SHALL BE RESILIENT WEDGE - AWWA APPROVED. THICKENED EDGE SIDEWALK DETAIL AT ENTRY 'r Nov, 1998
9. ALL FIRE HYDRANTS, FITTINGS, SERVICE LINES, VALVES, VALVE BOXES AND LIDS SHALL N.T,S, N.T.S.
BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE CITY OF BOZEMAN. FIRE HYD'S. TYPICAL PARKING LOT SECTION TfUCKENED SIDEWALK EDGE
TO BE MUELLER SUPER CENTURION. METER TO BE NEPTUNE T-10, 11/2".
N.TS N.T.S. 22698D1
10. CONSTRUCTION SHALL NOT INTERRUPT SERVICE, WITHOUT PRIOR CITY APPROVALS AND
PROPER NOTIFICATION. CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE Approved For Construction By Thomas Development
INSTALLED WITHOUT AGENCY REIMBURSEMENT. ANY TEMPORARY SERVICE FEED MUST
HAVE PRIOR AGENCY APPROVAL. Destroy Previous Plaw Sheer 6 of ll
Approved By Date Approved
PROPERTY LINE OR STEEL POST MARKER 5'
U
EASEMENT LINE LONG, PAINTED BLUE
5 1/2' BOULEVARD (TYP) � Z
STREET SURFACE 5' SIDEWALK
r(TYP-) GROUND N MAIN ENE _ Z
(r SURFACE S, Q
NOTES: �n1J
I _!, 1. The concrete for thrust blacks shall be a 5 bag m,a with 2000 PSI or greater strenghl. 0
_ 2. All thrusts docks shall be constructed of opproaimotely 1/3 cubic yard of concrete 45'ELBOW
12'1 not leas than 6•thick. \
3. No trench Cackfis shall be placed until the pipe and fillings are inspected by the Engineer. _ n,
CURB BOX 4, Thrust bloeks may be formal with plywood to prevent concrete from covering flange bolts REWIRED T Y W �y
or drain holes(typJ. tl
1 1.5' 6'
TYP. 1 TYP.EXCEPT WHERE
CITY HAS APPROVED —
1 ALTERNATE LOCATIONS
.' 'TAP BY �.SEE DETAIL , c2 See Note No.4 •C
'%"m
CONTRACTOR �Y1 BELOW CURB STOP - eh,ak° n
\ § A " EWER SERVICE LINE V
1 I MINK PER
FOPOET PER MAX..SLOPE
\ln
1/4"PER FOOT,MAX.SLOPE _
1 /
VI
� WATER MAIN i
BASE MATERIAL DIMENSION THRUST BLOCKING � W
Fitting lees h Plugs s 90'B Bends 45'Benda Reducers—se @
k W, 122 112 Bend W
---' ::r. A B A B A B A B PR F Y•
CORP. STOP - MUELLER s � _ _ MAIN LINE
- - -
CORP.B250 SELECT MATERIAL BACKFILL AREA _ _3" _ '_10 '_9 -' I'_11 Z
3/4- DIA. MIN. SERVICE PIPE 14• SECTION w
NOTE This table,s based on 150 PSI main
pressure no
2000 PSF Sol bearing pressure-Wrap all fittings
with
MIN. 9" RADIUS polyethylene. TYP. SEWER SERVICE v,
�i\�i\�i\� s` � N.T.S.
SADDLE-FORD 2028, 0 i�\\\��\, TRENCH BOTTOM �..1
MUELLER BR82 OR A.Y. TYPICAL THRUST BLOCK DETAILS
MUELLERD 3825 MIN. 9" RADIUS FRAME AND COVER TO BE EITHER CAIRD N0. 52441, MCI 305 FRAME, 305A COVER A
c OR IFCO 772 FRAME, 772-B COVER. COVERS SHALL HAVE 1" PICK HOLES.
GENERAL NOTES: N.T.S.1. WATER SERVICE LINES SHALL HAVE A MIN. 6.5 FOOT COVER MEASURED FROM THE EXISTING
GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE ra
WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER pig
SERVICE LINES SHALL HAVE A MAXIMUM 7.5 FOOT COVER AT CURB STOP.
2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
3. BEDDING SHALL BE 1" DIAMETER MAXIMUM WITHIN 6" OF SERVICE PIPE.
NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING
& TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL
TYP. WATER SERVICE CONNECTION EQUALTERTI FOR ALL JOINTS MA BE
BIETWEENL SEWER RP PEN EK AND OR
MANHOLE WALL.
N.T.S
�{
4 z' DIA.
W N
Q � O °
Z
8'-0" MAX. -I
o
INSTALL PLUMB WITH PUMPER 3'-0" MIN. TO BACK a a iv 4 (�
NOZZLE FACING STREET OF CURB ° PRECAST REINFORCED CONCRETE MANHOLE RISER
$ & ECCENTRIC CONE TOP MANUFACTURED IN
ACCORDANCE WITH ASTM DESIGNATION C-478.
NEW HYDRANT O cf
MUELLER CENTURION d4 m f•L `�4
C
MIN. 4'-0" CLEAR ALL
ELEVATIONS AS SHOWN ON PLANS AROUND (TREES, HEDGES. °
OR 0.2' ABOVE TOP OF CURB BUSHES, ETC..)
GRADE ° o WWl cccggq�yyy
O ADJUSTABLE SCREW TYPE
GROUND LINE VALVE BOX WITH LID
DO NOT SCALE DRAWINGS
Q \ CONTRACTOR SHALL VERIFY ALL
Lu CONDITIONS AND DIMENSIONS AT
III—III—III Q 48 ENGINEER OF ANY DIMENSIONAL
RADIUS OF A
a w MANHOLE ERRORS,OMISSIONS, OR DIS-
d CREPANCIES BEFORE BEGINNING
UNDISTURBED O d OR FABRICATING ANY WORK.
EARTH 11 c2 ° ° 4
-i
�i '(�•- '� 12" MAX. (TYP. FOR SHELF SLOPE 1" PER FOOT w SLOPE AT 1" PER FOOT. ••!1` N
1 _Z POURED IN PLACE TOWARD CHANNEL. SEE vl CHANNEL TO FULL PIPE •.//(
CONCRETE 4 J BASES) '4 CHANNEL DETAIL o DEPTH
I
THRUST BLOCK ° TO MAIN LINE g BURKETT
•� N 1353
s �ENs
JOINT AS REQUIRED FOR PIPE +
SPECIFICATION
CHANNEL = DIA. OF PIPE a
--1 4
MIN. 1/2 CUBIC YARD
4
WASHED GRAVEL • n • 4• • •° •
NEW 6" AUXILIARY GATE VALVE ---
FLANGE JOINT FLEXIBLE GASKETED JOINT A
(TYP. FOR PRECAST BASES)
5'-4. SECTION A-A
PRECAST OR POURED IN PLACE E. I I N4 BARS AT 1'-0" O.C. EACH WAY
POURED IN PLACE BASE, MIN. CONCRETE
THICKNESS BELOW PLIPE IS 8 INCHES. NOTE: STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE LOWEST _ .
PRECAST BASE. MIN. THICHNESS IS 6 PIPE INVERT SHALL BE 9" HIGHTER THAN BOTTOM OF MANHOLE.
INCHES. ALL BASES REINFORCED AS SEE C.O.B. STD. DWG. NO. 02722-1 FOR DROP MANHOLE DETAILS.
SHOWN. - --
TYPICAL FIRE HYDRANT DETAIL TYPICAL MANHOLE DETAIL Nov, 1998
- -- N.T.S.
N.T.S. N.T.S
°N`M° 22698D2
Approved For Construction By Thomas Development
DestCOy Previous Plans Sheet 7 of 11
Approved Br Date Approved.
3I
DETENTION POND DETAIIS
6" CONCRETE 36" 6" CONCRETE FOR
WALL - _WALL
1/4' GALVANIZED DIAMOND
CASTLEBAR FANaY COMMUNITY
..I. .:.... 7/4••X12" GALVANPLATE STEEL IZED DIAMOND
- , To
E ' -_-- CONC. WALLS WITH (2)T1/2" DA. AND LOCKABLE P. HINGE TO PLATE STEEL CA
-THlF.- OVERFLI BAFFLE
HING D AND LOCKABLE (CAPACI = 4:32CF : ANCHOR BOLTS OR EXPANSION ANCHORS
----- -- --- -----} AT EACH WALL.
--------------
DE ILTTHISGALVANI FU RE OAK S7 EET
T ,. EL.= 32.00
_ _ r Engineers, Inc.
SHE
--- --�-- BAF LE AND FACEPLATE-SE BAFFLE \Vr>_
EL- 31.75
GALVANIZED DIAMOND PLATE i -
— — —
32
DEPCTNI-
ENGINEERS/S U RV EYO RS/PLANNER S
.... ^Q .... EL. 3f.75 .... EL.= 30.00
31 LATE"WITHNC1 ORIFICE 64'S A C 12 WALLS0 C_6 -I - ---- --
/ # WITH
ACH i
- - - �- SEE HEADWALL D AIL
THIS HEET 1/4" X 6" GALVANIZED DIAMOND STEEL PLATE
PE FIILLED ITH 18A. CONC. "ADS PIP a ANCHOR TO 6" WIDE CONCRETE WALL WITH (2)
.. J,2"-2" ROCK .... -----
,.` -.^ 7/2" DIAMETER BOLTS OR EXPANSION ANCHORS
AT EACH WALL
3O /4" HARDW RE I ---
PCREFN - -4 - - - _4 --
¢ONCRE7E C LLAR 15 CLAS 3 REINF. t1NCRETE LIB" CLAS� 3 REINF. ONCRETE 18 ADS OVERFLOW PIPE
I .......I OVERFLOW BAFFLE CAPACITY AT ELEVATION 31.75
SCHD. 40
VC PIPE ' '- •r _ : 0=0.61(A)tT2gh = 0.61(1.766)�32.2 0.25
29 PLUG END /CONC.
4" SCH . 40 ._
I. 0= 4.32 C.F.S.
PVC PIP
COLLAZ AT
28 CON 4ECTION
BAFFLE DETAIL ELEVATION VIEW
I
�ETENTON PO CR SECTION SOUTH O NO TH N.T.s.
27 ,
10 20 0 4�'0 0 0 0 eo 9 0 100 110
I
18' DIA, CONC. PIPE
SEE KEY DETAIL
I I #4 REBAR 18' O.0
MAX SPACING HORIZ.
-------------- 6 VERT. A�
_ ELEVATION= 31.25
A4'S AT 18' D.C.
EACH WAY
PROP. 18'A iu
CONC. PIPE.
/ \
1�
ti
;D - -
/ \
I I 1.25' 3.5' L25'
- --- -- --- --- - - I KEY DETAIL I
H H KEY DETAIL
ELEVATION= 28.75 n.t.5.
-------------
3'_6' 2-6' 3._6' ---P-4--- • .
ti
I NOTES
114'S AT 1$'.DG. 1. THE METAL REINFORCEMENT SHALL BE NO. 4 BARS, ALL
EACH WAY REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER
6^I OF 2' AND 3' MINIMUM COVER IF CAST AGAINST EARTH.
2. ALL EDGES TO HAVE 3/4' CHAMFER OR TOOLED EDGES.
PLAN VIEW FI EVATION VIEW SECTION A-A
n.t.s. n.t.s.
n.t,s,
........ 0 Thomas
STORMDRAIN HEADWALL DETAIL 7l DEVELOPMENT CO.
GARY REAL ESTATE DEVELOPMENT AND 00NSfRUCIION
N.T.S. BUR
•�• � L J Yam'
Approved For Construction By Thomas Development
•.S/ONA�E,• Destroy Previous Plans
Approved By. Date Approved:
8OF11
' G
C w
SSMH/9 As BuBt Drawings Prepared By ZQ
E.INV.-27.19 J
11'WIDE IY DEEP GRAVEL I N.INV.-27.01 Rocky Mountain Engineers 6
Z 1 ACCESS ROAD(COMPACT suE 5FDE S.INV,27.11 N
cNE Filsn�.ro A Lrtl v..r9lo L
AND TERGRACD SI 95%OF THE sTO. 1700 -tWee d 5 15Str ( S.R.] 4) It
PROCIER DENSITY) I _ I Bozeman,Montono 59]13 (a06)586-4859
0 20 40 80 _ I II _
0
_-I Drarinq Fie Name: AaBll_09.Dw'G DI/09/00 � W
0)>
SCALE IN FEET "LL I �¢
II 1 1 m C j
SEC SHEET II FOR PUN
8 PROFILE OF THIS I 1 0 N
9
�4
SECTION Of WATER LINE. J{-
ww
I RMH37.29 i Z
CASTLEBAR EAST ROAD n� litI ,i. I I I W.INV.-2z67 o w
E.INV.- 27.65 1 Z
TTT F� 4 S.INV.-27.74 WATER SERVICE _
j C: --- C NOT IN
TV S^ DURING PHASE ONE
WATER SE .
I I s +
- I I I RVICE r
NOT INSTALLED
II)f1-LH1,1 DURING PHASE ONE
I A' IIR'I I Z:)WATER MAIN INSPECTION/ I
R --
bW
---e----}- ---- NEW 8' ER MAIN TESTING BY OTHERS.
------- - N W O
n+
U
t2+00 13,Iw 6, a
O
SSMH/S _ � I I I STA. IN80 I I 6• ---- --�''� o x J
RIM- 38.30 "I _ _--_- - -J I r-rl I
HIM;
32.64 �I _ .: - ---- ----- 2 I I o I-- SEE SHEET I I FOR PUN Q
+. I SSMH/6 SSMH(7 H- 8 PROFILE OF THIS I L.L
i I yyI A Z EF I RIM-3400 I RIM- 34.68 Of 3- g I I I SECTION OF WATER LINE. b ~
,/ I , ■1 I E.INV- 25.48 W.INV.- 28.22 ^R I I - I I I I T' J
I, N.INV.- 28.49 S.INV.-28.21 , I ZD I- Q
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STATIONING ON CENTER LINE OF SEWER MAIN MANHOLE/5 TO MANHOLE /6 TER SERVICE F- Q
a NOT INSTALLED N I�I SEWER MAIN INSPECTION/TESTING FROM
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NEW 8*WATER MAIN
RVICE
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SEESEE SHEET 11 FOR PLAN WATER SERVICE L" DURING PHASE ONE.
LLEDI II I CR8
8 PROFILE Of THIS DUDRWGSPAHASE one a •8 _. I I �STA. 13+80
WATER MAIN INSPECTION/ SECTION Of WATER LINE. ___ ___-
TESTING BY OTHERS. _ ii` I �� SLA
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NORTH 25th AVENUE RM-34.08 _ I I RMt-34.70
E.INV.-28.42 I _ __ _ _ _t_-J - W.INV.-28.18 AS SHOWN
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S.INV.-28.52 I � '� 22696S9A
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18" MIN. Sa-1 3J 8,PVC SEWER
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TYPE B TRENCH BACKFILL SHALL BE USED IN LANDSCAPED AREAS
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N ,� x i + : o� n = < TYPE I PIPE BEDDING INCLUDES THE MATERIAL AROUND
FROM!INCHES
vv.: q
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OF I T DSANO.SANDY GRAVEL.OR FIRE GRAVEL HAVING A MAXIMUM
i n� y I I 3/4 INCH SIZE AND A MAXIMUM PLASTICITY INDEX OF 6.DETERMINED BY
o n rd g � AASHTO T89 AND T90 OR BY ASTM 04318. WHERE TRENCH E%CAVATION
o $e o o _ _ _� ; '-° = =' 3 - FNCWNTERS M2T OR UNSTABLE MATERIAL. TYP.t PIPE BEDDING MUST BE
FREE-DRAINING AND NONPLASTIC. REFER i0 STANDARD DRAWIN,IR 02221-1
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SEWER MAIN INSPECTION h TES7ING BY OTHERS. Q
SNO-FOAM INSULATION ADDED DURING SUPERVISION
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SEE SHEET II FOR PUN
SEE SHEET 11 FOR PUN (n
!PROFILE OF THIS
SECTION OF WATER LINE. = SECTION PROFILE OF THIS Q
S Of WATER LINE.
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IV
CASTLEBAR WEST ROAD CASTLEBAR EAST CONNECTOR GR9
STATIONING ON CENTER LINE OF SEWER MAIN 0 20 40 80
STATIONING ON CENTER UNE OF SEWER MAIN _STATION0
SSII STATION 12+13 CL NS25TH AVE STATION SCALE IN FEET
1+37 $LA
2/26/99
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40 FINISHED GRADE Ai CENTERLINE OF SEWER PIPE
FINISHED GRADE AT CENTERLINE OF SEWER PIPE
li INSTALL HIGH DENSITY SNO-FOAM OR 36
36 __ 36 -- APPROVED EOUAL INSULATION UNDER DITCH
CO/ AND ABOVE SEWER LINE FROM STA. 0+86
3BOL.F TO STA. t+02
s a PV SEWER 32 I 32
32 B r
Be CL. 51 D.I.
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LCONST137LF. 8ASEWER
28 - 28 S=-0.32% --18 N
-— — -- �.—. __ _ — _. 28
I SEPARATION I
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- 24
24
F z ---TYPE H TRENCH BAPERW
TYPE B TRENCH BACKFILL
N � `
TRENCH BACKFILL PER M.P.W.S.S.): '
_ i W
',2 SHALL BE USE6H PAYED AREAS.; --
_._ SHALL BE USED IN LANDSCAPED AREAS.
TYPE 1 PIPE BEDDING(PER C.O.B.):
v1 '^ I h `-_�. r• I TYPE I PIPE BEDDING INCLUDES THE MATERIAL PLACED FROM 4 INCHES
N < 3 ;l I ,_ -+ (IDOmm BELOW THE BOTTOM OF THE PIPE,AROUND THE PIPE,AND UP
n
F - TO THE SPRINCUNE OF THE PIPE. PROVIDE TYPE 1 BEDDING CONSISTING
IMPORTED SAND,SANDY GRAVEL,OR 1.GRAVEL HAVING A MAXIMUM !
3/41NCH SIZE AND A MAXIMUM PLASTICITY.INDEX OF 6,DETERMINED BY
AASHTO T89 AND T90 OR BY ASTM D4318. WHERE TRENCH EXCAVATION
ENCOUNTERS WET OR UNSTABLE MATERIAL,TYP I PIPE BEDDING MUST BE I,
FREE-DRAINING AND NONPLASTIC. REFER TO STANDARD DRAWING 02221-1
ry
AND SPECIAL PROVISIONS FOR OTHER REOUIREMENTS.
12+00 13+00 14+00 15+00 16+00 _ 0+00 1+00 2+00
NOTE: STATIONING RUNS ALONG CENTER LINE OF SEWER MAIN
10 OF 11
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0 20 40 80 SEWER MAIN E,INV. 27.65 OTHERS NEW 8" WATER MAIN NEW 8" SANITARY
S. Nv.-zz74 SCALE IN FEET SEWER MAIN
SCALE IN FEET w _w NEW 8" SANITARY }
WATER SERVICE a
NOT INSTALLED r SEWER MAIN
DURING Sf ON[ N Z
NEW 8" WATER MAIN
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SANITARY SEWER
MAIN INSTALL HIGH DENSITY SNO-FOAM OR WATER MAIN INSPECTION/TESTING BY /
APPROVED EQUAL INSULATION UNDER OTHERS. STA 1+17 TO N. 25th AVE. /
CULVERT AND ABOVE WATER MAN FROM
STA 0+97 TO STA.1+17.
NEW 8" WATER MAIN
WATER MAIN CASTLEBAR SOUTH ROAD R.. 212696S11
CASTLEBAR ENTRANCE INSPECTION/TESTING BY
STATIONING RUNS ALONG CENTER LINE OF WATER MAIN OTHERS. STA 1+15 TO 1+77 STATIONING RUNS ALONG CENTER LINE OF WATER MAIN
STATION 0+00=WEST PROPERTY LINE
STATION 1+46.87=CL 25TH AVENUE
CASTLEBAR NORTH LOOP
STATIONING RUNS ALONG CENTER LINE OF WATER MAIN
STATION 1+66.41 =CL OF FUTURE OAK STREET
I
FINISHED GRADE AT CENTE INE OF W TER PIPE
FIN( HED GRAD AT CENTERLINE OF TER PIPE 40 40 40
40
15 CUP UNDER CASTLEBAR FIN( HED GRAD AT CENTE LINE OF WATER PIPE "PVC SE R PIPE
EAT ROADWA - STA 1+05
18" MIN. 36
36 t - 36 36
8"PVC SEWER PIPE INS LL HIGH NSITY SN -FOAM OR
APP OVED EQU L INSULATI N UNDER
CULVERT AND BOVE WATERMAIN 8"PVC SEWER PIP 32 32
32 FROM STA. 0+ 7 TO STA. 1+13 32
EPARATIO - z wn 8" CL 510.1.
111 28 8" MIN. a WATERLINE 28
28 8" L. 51 D.I. 28
ER LINL
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8 CL. 51 D.I 24
W TER LINE 24 24 n I -
24 - �m
mp UUy mmYm Y
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TRENCH BACnE III(PER M.P,W.
o_ - -- - W RE A TRENCH BACKRLL S L BE USED IN
_ Y W. � W; � i TYPE B TRENCH BACKFILL SHALL BE USED IN LANDSCAPED AREAS.
TYPE 1 PIPE BEDDING(PER C.O.B.):
16 37`P^- '?ff _ TYPE 1 PIPE BEDDING INCLUDES THE MATERIAL PLACED FROM 4 INCHES
o m o w - I OOmm)BELOW THE BOTTOM OF THE PIPE,AROUND THE PIPE,AND UP
dm• n TO THE SPRINGLINE OF THE PIPE. PROVIDE TYPE 1 BEDDING CONSISTING
0
-aTM-PORTEO SANE.-SANDY GRAVEL,64 FINE GRAVEL HAVING A MAXIMUM
.ut 93; :9 I 31/INCH SI�E AND A MAXIMUM PLASTICITY INDEX OF 6,DETERMINED BY
I 1 a� < AASHT0 T89 AND 790 OR BY ASTN DI31B WHERE TRENCH EXCAVATION
+_ D^S+ N r ENCOUNTERS WET OR UNSTABLE MATERIAL TYP'I PIPE BEDDING MUST BE
o FREE-DRAINING AND NONPLASTIC. REFER TO STANDARD DRAWING 02221-1
oAND SPECIAL:PROVISIONS FOR,OTHER REQUIREMENTS.
0+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00 2+00 3+00
NOTE: STATIONING RUNS ALONG CENTER LINE OF WATER MAIN
11 OF 11