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PREPARED FOR:
M 0 T A N A u�:. ;Ilii L �
GREAT FALLS WILLIAMS BROTHERS CONST., INC. F...
Project Location "'ss°°'� f HELENA 5713 W. GARDEN SPRINGS ROAD W
°TT BOZEMA BILLINGSI F TM SPOKANE, WA.
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�ILLON 4 Lj
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CITY OF B MAN
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Approved/ C4
Quality Assurance/ A
Mork A. Chondler
Quality Control:
SKEET INDEX
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SHEET NO. TITLE a
W
Cl COVER SHEET p
C2 SITE PLAN r�
C3 STREET PLANS - NORTH 25TH AVENUE 0 Z
C4 STREET PLANS - NORTH 27TH AVENUE
C5 STREET PLANS - ANNIE STREET & LILLIE STREET THIS PROJECT WAS DESIGNED B Y THE V
C6 STREET PLANS - GOLDEN ROD STREET & DAISY STREET FIRM OF DAMSCHEN ASSOCIATES,
INC. THE OWNER ELECTED TO
C7 WATER PLANS - NORTH 25TH AVENUE TERMINATE THEIR SERVICES AND
C8 WATER PLANS - NORTH 27TH AVENUE RETAIN CBcH ENGINEERING TO
C9 WATER & SEWER PLANS - ANNIE STREET & LILLIE STREET CONDUCT ALL CONSTRUCTION A
STAKING, INSPECTION AND
CIO WATER & SEWER PLANS - GOLDEN ROD STREET & DAISY STREET OVERSIGHT. THE LIABILITIES AND Drawing Date: I/24/00
C11 DETAILS RESPONSIBILITIES LIE ACCORDINGLY.
DATED THIS 3RD DAY OF MARCH 1999,
AS CONSTRUCTED C 1
1/24/00
99035
/ \ OUTLET STRUCTURE 7 \\ 1 Z Z
\ \ CONSTRUCT 4'x 6" DEkP 1 1 F- O J
I ENERGY DISSIPATER \ 1 1 LLJ F- Ur
''.,,' �/ 67 COBBLE STORE , 1 1 _ LEGEND _
LL � U Z
p
-I m. LLI W ZF- LLI �
N W SSMH INSTALL 139.1' OF SIDEWALK �_ Z Q Q = O
1 Z PROPOSED EXISTING Z 1- U
R E 474729.8 - y 11
DETENTION POND S (SEE SPECS.) LL O O U
POND BOTTOM ELEV-4739: t b W U Q 0)
y TOP DIKE ELEV-1R40.5 $ WATER ----- W W _U F- LLI0) Sheet 2 0 I
I11' GO POND CATCH POINT 1 EE DETAIL SHEET 11 1 F- _ > J = - 0 f
DRAINAGE EASEM T t SEWER �— --------- -J C.D _J — C _
+ PER PLAT WATER VALVE ►� --00-- >_ W
146 SEWER MANHOLE t --- ---- p 0~ �
p� WATER SERVICE p z x_ 5 > J Of
- t SEWER SERVICE —� z LLJ Z O —
„ _ Z m W
>.
2 BLOWOFF HYDRANT e— U (/)� O pLLJ
10 oo eswcwYw / END PLUG ♦— (n U Z Z O
TOP F ARRO ROLT 1114.33 Ld W Q C7
KN['NMABr, 0 CITY OF BOzfMAN D NM FIRE HYDRANT IK p Q O O Z� S TOP Of ARROW BOLT=1)18.18 SCALE 1" = 60'
-IT,of BOzy-,v DATUM A U Z I- Z Q W .N
TELEPHONE RISER
0-4742ss(ae) STREET MONUMENT • Q (n U W p � f
EXISTING 9s I - -- -- - 1 734 23 STREET SIGNS '��/-� Q p
PHASE 7 NVcaT=4%0 _ TING ssMF w _ _ 4 F PEDESTRIAN RAMP � 0-p
T
_ a - - S CHAIN LINK FENCE —D— U �S (n Z _
W
9 00 0 732.1s BARB WIRE FENCE Z Z Q (_n a
T STREET CENTERLINE --- O W U _ W
i 1 7 CONTOUR LINE —Q4Q— p Z W ~
! I 1 t20'k120'.t.5' I _ 1 t 2_ U �LLJ W Z J p
1 (ztleoo CF) R/W �' U Y - W
DEAD END BARRICADE =Q J 16 Q Q Q
_ F- p W U (n _J p
61 00 -- I STR¢ET PLANS SEE SHEET 0. 6
I 4 WAT R & SEWER PLANS SE�SHEET-NO- G` g�0 GREEN STEEL
u J t POST AT END
-_ DUI 40 T 70 PVC OF SERVICE
-I ��, Aln C ' LONG
CONDUI
F+-
I I
_ R T1
- OF ARB: - TOP Of ARROW BOLT=lT q.OJ TO/' W
TOP Of ARROW BOLT=IlRY.Oi 1 h 1. C/TT of BOZEMAN DATUM
13 5' 1 1 / CITY Of BOZEMAN DATUM - -
7 03 0-4
_ I ,
PHASE 6 EMILY DICKINSON MARKER
WOOD
„tI-- ti _ _ A �' SCHOOL 1/4" PER FOOT
g DAI TREE 8 — 8 I
PLUG
' 6 DO 11 'x 110'x1.5' 6�
(1 ,100 CF) 1 ��•
�HIL - _ STREET PLANS T N DETAIL APPLICABLE TO: z
li � SEE SHEET 0 3 EXISTING- \ '
I �'
i1 WATER & SEWER PLANS - SEE SHEET NO. 7 SERVICE WYE / LOT N1-6 ON NORTH SIDE O
-{ LOT #1-3 ON SOUTH SIDE
REMOVE PLUG, FBI
INSTALL 4"0
45' ELBOW
TOP Of ARROW BOLT=lTBO.K
I , CITY Of BOZEMAN DATUM
STREET PLANS - SEE SHEET NO. 4 5 00 5�(, EXISTING ENTRANCE SEWER MAIN
WATER & SEWER PUNS - SEE SHEET N0. 8
I
TOP OF ARAvv/BOLL=I)BS.OB 1e
('/TY OF noZBMAN DATUM I W
1 UTILITY I GOLDEN ROD ST. SEWER SERVICE DETAIL Q'
ULVERT
LLJ I0-4748.5%AOJ- - NO SCALE r^ z
_7A0-41 V, Q
17
PHASE 5 w $ IE T EEC s - — Z � Ei z
4 - II EXISTING 4" PVC O O
T- E 0 RY UTILITY CULVERT
TE PORARY _►� = I \ TE PORARY DEA� RETENTION OND --- _ I �1 \
2" BLOW FF (TYP) EN BARRICADE (TYP) P) I J 1 GENERAL NOTES:
8'x9B'x1.5' l y 1 TEMPORARY
j ( 4,40Q CF) EXISTING UNDERGROUND INSTALLATIONS AND PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST
-I TURNAROUND
1 3 0 1 (TYP) INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
_ INFORMATION. SERVICE LINES (WATER, POWER, T.V., TELEPHONE) MAY NOT BE STRAIGHT LINES OR AS
O � -�'�-` INDICATED ON THE PLANS.
STREE PLAN$ o-; E SHEET N 5 I y G.I
Z WATER & SEWER P NS - SEE SHEET'N0- - --- J CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT W
I _ C E TO t, `� LOCATIONS. N
DRAIN (TYP)
1
I F I A
V1
- _ BASS 0 BEARING AND ELEVATION
I - 1 uwcwMAW BEARING: W. LINE OF $E 1/4 SEC 2 AND W. LINE
} IBwCrwABr:1. 1-( TOP Of ARROW BOLT=4 6455 OF LOT 2, ANNIE SUBDIVISION PHASE 2 O z
2 DO / TOP Or ARRO AtOIT.l7U.� �t CITY OF BOZEMAN DATUM
CITY of BOZEMAN BATVM A''� - -�.:, NOD40'09"W
• _ - - IST NG SSMH.-- - ELEVATION: FIRE HYDRANT #807 LOCATED AT EMILY DICKINSON SCHOOL 0
c
N
IO-4752.93(AB) ELEVATION - 4750.29. STAMPED NUM, CITY OF
PHASE 4 N, - a - m 1 4743.26 BOZEMAN DAT JMM
.• $. L.ILLIE RES o S ^ PHASED CONSTRUCTION NOTES:
+ N J CONSTRUCT 50'R TEMPORARY TURNAROUND AT NORTHERLY BOUNDARY OF EACH PHASE AS SHOWN HEREON. )
4 600
I, INSTALL DEAD END BARRICADE PER CITY OF BOZEMAN STANDARD DRAWING #09810-2 (• END OF EACH rw
F I PHASE).
EXCAVATE TEMPORARY RETENTION PONDS TO THE DIMENSIONS SHOWN HEREON (• END OF EACH PHASE).
GRADE TEMPORARY CUL-DE-SACS TO DRAIN TO PONDS.
I, FOR EACH PHASE CONSTRUCTION, END WATERLINE CONSTRUCTION AT FIRST VALVE NORTH OF THE RESPECTIVE Drawing Date: 1/24100
I - PHAiE LIMITS. PRESSURE TEST (AND DISINFECTION) SHALL BE MADE AGAINST THE VALVES.
I
z 11 - 1----_ ';I=' CONSTRUCT TEMPORARY 2" BLOWOFF 10' SOUTH OF CATE VALVES DESCRIBED ABOVE. BLOWOFFS SHALL
EXTEND OUTSIDE OF TEMPORARY TURNAROUNDS.
PHASES 1 -3 COMPLETE I AS CONSTRUCTED C 2
1/24/00
II STREET SURVEY MAF�YCERS(TYP $ e' D 1kNTI'glg BOND
e m CONSTRUCT VALLEY UTTER (TYP.) I m l y l ENERGY DISSIPATER k
j 1 PER SPECS. I I SEE.SPECIFICATION N �G. DM EL�.�y�39.o EM OR TURN
l A I I T ELV.47 3
IN ALL 12' UTILITY I " I d JI 'DRAINAGE.STRUCTURE <o R ENT
RI _ CULVERT YP.) SEE SPECS. n' I� INSTAL PEDESTRIAN ' ' INSTALL GREET I. STOP „1 `SEE DETAIL SHEET III y 108 p 7
l (TYP) 41
SEE SPECS. SIGN (T P.).SEE SPECS
�.
v \
�loo , 37' 60,
O O O O S O r O - O O O O O O l 0 0 0 a o as 0 0 0 0 0 0 0 �/ / Sheet 3 0 11
SIDEWALK 0 -F.
` JOIN EXISTING PAVEMENT NEW VALLEY GUTTER • - -CONSTRUCT 1�15' R CUR RETURN _- NEW INLET APRON W/ CONSTRUCT 50' RAD S z'V
6' WIDTH (TYP.) \\` TO ANN1E STREET. CONNECT TO NEW CURB & GUTTER (TYP,) 36' CURB OPENING TEMPORARY TURN AF�UND
COMPLETED PHASE 3 INTTAL NEW VALLEY GUTTER I'I7�= EXIST WG CURB NORTH SIDE
SEE SPECIFICATIONS & INSTALL DEAD END CS ' � .
AND CURB AND GUTTER II e
FXISTTNF FNTRANCF DETAIL SHEET 11 4',RRICADE SEE SPECS
NORTH 25TH - STREET PLAN VIEW w'
JOIN EXISTING
o� PAVEMENT n FINISHED GRADE w EXISTING GROUND .I 1
4750 -- - z u
z <
>w u v ---- 1 &I 100,00, VC
EXISTING SEWER MANHOLE 'o�' I o ,n W
m w w NEW RIM ELV
93(AB) �- ` �` -`-- Z N NiO s Z
7 - t0000' vc- O a9 -
4 45 a ~ # Y i - - s �< Pv\EST .474 e +a O
-� o W o
PV STA=0+5C o \� (.. - [_-�... _ �...� m= m m AKO= 107823
PVI ELEV 475445 '� i0 --_-- T
AD -150 Is z NEW 8" WATER MAIN N z I ! -0.88 �----____ w> i
K=66.67 rc 0 0 - -
w r c EXISTING SEWER MANHOLE - + _.+-.�_ - ' i ' ) I 1 t Tit--._____
-�
�' _ a NEW RIM ELV=4748.58 AH -- ----- ---- i 'TII'-' -- - '
NEW RIM ELV 4742.45 00°
735 PLEASE NOTE - -^ -- $ - -- - -
SANITARY SEWER MAIN AND MANHOLES ON + t _ + I I I I `- n"'�
z m n I+M
IN THESE TTHEY . THE
MANHOLES
AS E SHOWN
IS THEREFORE NOT SHOWNEEW RI•'; W R MANHO � w I I i I -•_, w +�NEW 9" WATER MAIN m I
ING. THE SEWER MAIN IN
IS
IN THESE PLANS. THE MANHOLES ARE SHOWN IN THIS PROFILE - n
NORTH ARE E XI2 7H AVE FROM ULLIE ST TO GOLDEN ROD Si. � + SCALE W F.Gy
5 z _
NEW RIM ELV. 4744.97(AB) a _ -}-
4730 _.L L_l� _N HORIZONTAL 1-50'
VERTICAL 1' 5'
o+oo +00 2+00 +nr a+Oo F,-(I1� 7+00 s+00 9+00 0+00 11+00 v�
NORTH 25TH - CENTERLINE STREET PROFILE,
7G .
I 1 1 I ! I
JOIN EXISTI 1
o n PAVEMENT97yFINISHED GRACE 4750 < Cle ND
I E IS N
i �y O
+ n mm w 4 zo. Z - m In N VI
a PVI STA- 11+00
1 OD 00 VC w 0 - m rn ��_ -__-�_ F_�� o< o
4745 U a + .m ' ' <'I
PVI STA 0+50 - - O
PV1 ELEV-4754.09
A = -1 50 n lv - ! I `0.58X
K=66.fi7 z N W a ,. I I It.
474C NEW 8" WATER MAIN o ° n Q d a }
`a o u.
Iwo
NEW SEWER MAIN N w a w > o { I I �v• m °�
F
NEW 8" WATER MAIN
4735 * a W o f o m
I I C h h
NEW SEWER MAIN + Z >NEW 6' WATER MAIN Iq 6 w
(-NEW SEWER MAIN z w a w 2€
NEWJB•' WATER MAIN d¢w
J r
4730 -- a fX15T1NG SEWER MAIN g w o
0+00 1+°° 2,c1E NORTH ,25TH — WEST CURB FL 7+00 s+oo 9+00 10+00 11+oo V
OW LINE PROFILE a
_
on EXISTING m ---------------------
JOIN
PAVEMENT o -_ EfR1SHE0 GRADE
v -_ --- -- EXISTING GROUND_
�I - - --- f I —_ 10C Oo' VC-- •� O O
_ _I I "
w> ----
4745 100.o0'VC 0 �A-
-7 pvV E1Ev-474too +z (/�PVI STA=O+SO O 2 o ___-_ >> A0._ -0.2 PVIELEV-475409mm - t7792A.D.--1 50 NEW 8 WATFR MAINK-66.67 n z o --�-} - . >
>« Drawing Date: 1/24/00
r ..-
NEW 8 WATER MAN- 4-I 1* t t I o
I - I I I T I I I
m
z �w
C3
4730-- : � „--: - :-� I � �� _ - '- -- � I I I � I i I I I I w
' AS CONSTRUCTED
0+00 1+00 2+00 3+Oc' 4+00 5+L A 7+00 8-00 9+00 10+00 11+00 1/24/00
-- - - - ----- . .....
--
w NORTH 25TH - EAST CURB FLOW LINE PROFILE99035
Sheet 4 of 11
O XmN
Q2 v
COMPLETED PHASE 3
CENTERLINE INTERSECTION CENTERLINE INTERSECTION CENTERLINE INTERSECTION CENTERLINE INTERSECTION
TA 1+30 TA 3+92 TA 6+52 TA 9+12 �� °
m�
CONNECT TO -g
EXISTING PAVEMENT CONSTRUCT 50'R TEMPORARY Z s
INSTALL NEW CURB a GUTTER TURN AROUND
INSTALL STREET
UMENT-CTYR.1- -
m� NORTH 27TH AVE. C4
o ro w s u• m m 65 a2' m o 50 z
o M'o o o �_ �� 0 0 0
O o o w 0 0 0 0
ass 55 Sx.Bti 52 .OBI,a INSTALL RE ESTRIAN ie.os�,ax
_ I RAMP (Ty .) INSTALL NEW SIDEWAL - INST LL DEAD END
i I N (SEE SPECS BARRICADE SEE SPECS.
INSTALL STOP 6 STREET I R 1
z` I n SIGNS (TYP 17
.) SEE SPECS, w. -
I y
16
z I � f a
NORTH 27TH - STREET PLAN VIEW w H
O
2 �z
CONNECT TO EXISTING PAVEMENT - - - - - - - - - - - --- _ -
4760 O
4755
IT, ,
¢ _ _ SCALE
HORIZONTAL 1-50'
o m ------ ?�. VERTICAL 1=5
o ^ __
4750 o z - --
- FINISHED GRADE
- FLOWLINE OF CURB
EXSING GROUND
4745 L z o Z I z
NFW 8" WATER MAIN O 1 O \ O
¢ w 1 �
O �
� a
t� ^
NEW 8' WATER MAIN � z
4740 NEW 8• WATER MAN � O
N w �
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NEW 8" WATER MAIN w + rrl
4735
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O,,,-EXISTING B' SEWER MAIN w m 1� 7
4730 L F/�
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+00 6+00 7+00 8+00 9+00 10+00 11+00 v' \ O
- ---- — -- - 0
NORTH 27TH - EAST/WEST CURB FLOWLINE PROFILE l
A
Drawling Date: 1124100
AS CONSTRUCTED C 4
v24/00
99035
1
INS1 DP
SI STG (T P)
j INSTALL 12' UTILITY
INSTALL P DESTRIAN( '1 C VERT-E 9`YFF)
RAMP ETYP I 11
55,9es1.7 6 ��F
s
Or
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U N L
N ----}-- ----- ---+--- --- ------N----I---I- ---F---�--- N �� N (.. P m' —yF' Sheet 5 of I
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o - i n o o o +yyy+ R
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� ANNIE STREET wpVE� zc;; _,
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i SI STOP SIGN (TYP) AR C4DE
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i
En 7 �,
LILLIE ST - STREET PLAN VIEW ANNIE STREET - STREET PLAN VIE WC,
v
100.00' VC 1 71
I -- �--r........'_., •..T - T ``��, - m
o 100.00' VC �1 Y y= a
111
PVI STA = O+ I ? W
PVI ELEV = 47.566 01�Pf -� - - - - 1S �I I - 10D.00 VC-- n v`i PVI STA =. 1+73.71 � � � I i i
4760 o A D _ -1 35 ; rw g , 4755 + PVI ELEV = 4757.27 —_
'? - A.D. 0.88 I< f I I { w o
U K = 76.90 I 1, r _r PV1 STA = 5+66.44 + �' j ✓`
> > W a d - > > K na23 0• FLASHED GRADE .
FINISHED AIDE N J PVI ELEV 4754.1® tO ,_ _� AT CEN7ERUNE I _
->- - - .AT GENLTERUNe A.D 98 � 387, I T
K 9713 > PPi OF VALLEY IE
GUTTER
4755 0 - " 4750
STA o+7o6z
- o o V!ELEV- 4752 70
_ . _�-
W
y Q
N N P
AK = 72.278 _
_
_7_-___ _ _- � _O y rTl
+---y--�--�t _ - 4 W
I _ ! : + PVI STA 5-5�14
N :y
U ^
—/ _ _4745 > I ! I -VI-ELEV m m
TING GROUND _ t XISTING GROUND: ; 1 U -A D''74
GUTTER L-
L TDP OF VALLEY ), t T K ,11614.
- I - --
10000
4745 - -- - W
-t � � Z d74O I I I I I I I 100.00• VC
I O - ----
z ! I
I a
- o
I a
W
y.
_ _
4740
--- _ " I. - 4735
n 2+00 - - 5+00 6+00 - --
0+00 1+00 2+00 3+00 4+0c1 5+00 6+00
LILLIE ST - CENTERLINE STREET PROFILE ANNIE ST - CENTERLINE STREET PROFILE z
4760 I --+ + 2 NORTH Q
. I y
- .
:.- P1^ I I.- I -.FIN15HE0 GRADF-FLOWLR4E OF CURB _ o �c -.
_ Inq PVI STA = fi+05.50 I i� PVI STA = 5+57.20
0239, FINISHED GRADE FI. : . OF CUB -.•u PVIAD.ILE V 4
96 22 Nw ' I '_ -1, 8 ?... _ - - +'� PVI ELEV 474875 494..
4755 - _ - -K 5102 D L2__ � 4" 4750 V AK - 8G6S10 50�,0.00' VC I I
•
I I
p o y
+ ° Exls*mc cepuND 4745 A Exlsnnc cRouND Y
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G+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 a
_ W
LILLIE ST - NORTH CURB FLOW LINE PROFILE . ANNIE ST - NORTH CURB FLOW LINE PROFILE I, SALE N�
HORIZONTAL 1-50'
VERTICAL 1=5 V/
_.i ----...._.. I.. _.. l._. _ --
WISHED GRADE FLOW LINE OF C,RB'.
/ FINISHED GRADE 1LOWLINE OF CURB _ � fi I
4- - _____ I - ____- - -055% M [4750 �I F_
_ -
----
- - E%15TING LRRbUND- - -. .. .. +...
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LL -4745 _ o Ex STING GROUND
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4745 a ,u - - ---- ---�- -- - --f-?--t' - _
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----- i. _ _ - - - *- - N L } n Drawing Date: 1/24/00
t-- 4740
ffil
I
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- ' I
1_. _. ( 1 i_._ - - _ ------ - 6+00 -47350+00 1+00 2+00 3+00 - 4+00 5+00 6+00 AS CONSTRUCTED c 5
m 4740 I,.. - I I_,
1+00 2+00 3+00 41 .'; Inn
-_ -- 1/24/00
LILLIE ST - SOUTH CURB FLOW LINE PROFILE ANNIE ST - SOUTH CURB FLOW LINE PROFILE
7
INSTALL EDESTRIAN ,
`� •�x v RAMPS (T P)j ,.
LV L T (SEE
UTILITY
E SPECS)
INST 1 + RE MO E EXISTING
C
I rCUL ERT � E.i791
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MONUMENT$ (�YP:_ t �y = yrg
DAISY ST - STREET PLAN VIEW
-- -
GOLDENROD ST—STREET PLAN VIEW-
I I '
u
47F5 - •ocon, w 4750 - a ��
.� o+a PV.SI 42e1)D - ...__ _- m - - m> PIA
OTA--t 500D FINISHEDL GRADE
1OD 00* VG--�I - �^ > an a PVI ELEV 474416 f N P __ t �fjfl'ljfjjfl 111T
^ - o m a N a >u 1ii.. N ERLINE - .t '
vi A.0 'n m �'m n:o tiz m K -66.67 -..--_>c2' -�TDp bC VALLkY GU NORTH
W w> 1 C�RTH
I.s2 < < Pvl s1A 5.10.34 4745 z
U K-65.79 a ♦ PVI ELEV 4745 57 "' -
47'() mm cNiw _ FINISHED GRADE a a AO -13G :n
AT CENTERLINE 02% X- _
rri 76-92
i> b a PVI S'A 0+7928 111\ --
^ _ -----------,- ---'- ---'-� � j� Gi PVI EL-v = 4745 72 -
N s w ro
-1.90% 4740 > > A.G. -I 70
4/45 ^' d PVI STA 0+72.67 m m 11I -
o a pV� ELEV = a74987 r a - `-EXISTING GROUND "• O
> tzy
K - 55.92 u' -_�— - I
L�iy AD 1 72 n m
m m K - 58.14 - �___- --... - -
w,I. a 0.00 VC— -�-I -
EXISTING GROUND TOP OF VALLEY GUTTER-� m " -,-._._ ' �-�-- -p-
z�
4740 I a 4735Tj_+-j
---100.00• Vc
HORIZONTAL 1'=50'
VERTICAL 1'_5.
w
4
^ w 4730
735 :
,nn 1400 2400 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 - -
DAISY ST - CENTERLINE STREET PROFILE GOLDEN ROD ST - CENTERLINE STREET PROFILES Z
----
,o � '1203 FINISHED FLOwLlNB OF CURB
,D vi PVI STA=5a1034 h �-
4750 PVI ELEV 4745.21
e a 4745 _
- '3 FINISHED GRADE FLOWLINE OF GLRB-- AD. - -12G
_ a
t
a
a0 ----T -- - 4740 { a + a PV,9TA 2.00 O^v.
4745 - - :l+i ro -- -�--7 JO_$ w zC d Z a Ui� PM EIEV=474e
U Z >U AD -150 v V 1
PV STA= 2-00 +< Q EXISTING GROUND
N v a F o U mm K=66.73 Id
2 ]' PVI ELEV d]48.76 ,� u uj >
mlm A.06579 s2 > - EXISTING GROUND a w a w n c O �Jy
4740 ^ > a 4735 100.00 vC—� a` z a Q
W o
o
>
a a W m >
4735 4 a 4730 w W
0+00 1+00 2+00 3+00 4+00 0+00 +00 3+00 4+00 5+00
NORTH CURB FLOW LINE PROFILE GOLDEN ROD ST - N a
DAISY S T — O NORTH CURB FLOW LINE PROFILE � N
I Z
- - r -y-`+ -- - 1�, o R owuNe''00 carte O
Z
F - r ;
T FINISHED \
4750 - 4745 _ V O
' -- - _
+ FINIs�D GRADE FLowtinE of cuae- ��
- _ _ -0_50%
o
4745 oN - ---- _ _1 4740 -� e u: PVVELEV= �as,61
!� �.a ....T > A D - 1.50 a FXtsnNCGROL) 0
VI ST
a PA=2a00 p i m m 60.73 K= U.•
STA 2+
to I:1 PVI ELEV 4746 76 a EXISTING GROUND N j •I w>
>>- A.D.-1.52
.. N w m K = 65.79 > i. 8- m
A-an J + 4735 opoa-vc Drawing Date: 1/24/00
oD.oO'vc—
a >`
4735 �-+ _, + �,.-+ + G a
- L 4730 - -
_� �__ C 6
g 0+00 1+00 J0 + 0 5+00 1 0+00 1+00 2+00 3+00 4+00 5+00
- --- - - - - AS CONSTRUCTED
m _ --- -- 1/24/00
p DAISY ST — SOUTH CURB-FLOW LINE PROFILE GOLDEN ROD ST — SOUTH CURB FLOW LINE PROFILE
�� #99035 —
Sheet 9 of I
QZIt �� m
C^ a�
n W
C cev� 2 O W
VJ
10 1
19 a
REMOVE AND PLUG
I :I'EEXISTING!a" BLOWOFF 11 IQ !0 9
j m v y FBI►+-
yy �' ! a � 8 m 708•.
` _.. l�- - -- I'I _
� { p
_ W
P -
— _ 1 WATER MAIN 8 01 WATER MAIN - - 01 WATER MAIN B DI WATER MAIN
�1.:. __' )- --------------.._ ...._. ...---- --- i._- - -- _. -- ---- .. - -'----- --- - - _� --- - -._^ ..._-6---_--- --- ---- --� INSTALL BOLLARDS
3
NEW 8" GATE VALVE -'_ -
CONNECT TO EXISTING 8"x6" REDUCER 8" PLUG
8" GATE VALVE REDUCER
8" DI WATER MAIN CONNECT TO EXISTING r,-,i 8"x8" CROSS I L. 8"x6" REDUCER 8"x6" REDUCER
8" PLUG 8" 8" CROSS III U'
8" GATE VALVE Z. GATE�VALVE 8" TEE B" CATE VALVE B" TEE
CONTRACTOR TO VERIFY LOCATION - li� _ 7
NORTH 25TH - WATER LINE PLAN VIEW 0
2
4755 CONNECT TD-EXLSDNC MAW _ - 1 1
_}_. SCALE
HORIZONTAL 1"=50'
1 1 1 1 1 1 1 1 1 VERTICAL 1"=5' O E�
F NISIED GRADE 1 " 1 1 J J O
4750
1 I T I E IS -.♦--
6,5' MIN COVER
MAINTAIN 18 VERTICAL _ V v
SEPARATION BETWEEN WATER rINSULATE FULL LENGTH ��. 1 1 1 1 II•"•I{•.yl
4745 &sCWER MAINS of oEREcn R oN P
-- TRF NCH DFTAL SHFFT it
MAINTAIN 18" VERTICAL _
SEPARATION BETWEEN WATER k 1 W
1 : ` SEWER MAINS (1,10 FITTINGS SHALL - --
BE USED.TRANSITION'PIPE To NEW SEWER MAIN -
p 6.5 COVER w`WTJA
4740 y NEW SE WE R MAIN w MAINTAIN 18' 'VERTICAL INSULATE FULL LENGTH
SEPARATION BETWEEN WATER& rOF DEFLECTION PER
NEW 8 DI WATER IINF �^ SEWER MAINS(NO FITHNGS SHALL ( TRENCH DETAIL SHEET 'i Y BLOWOFF
ASSEMBLY PER SPECIFICATIONS O O
DEFLECT PIPES AS REQUIRED BE USED V
•f= ¢' �� -�� TO PASS OVER 8"SEWER MAN _ _ (INCLUDE9BOLLLARDS)—
�- �O eoQ WITH MINIMUM 18" CLEARANCE. _N A
1{
4735_ oo a PIPE TO BE INSULATED
NEW SEWER MAIN— WHEN DEPTH CF COVER IS 8" GATE VALVE r ' -
mm I ESS THAN 6 5' - �- r LECT PIPES AS HL OUIREU
8"G T VALE STATION 8-96.88 �^
-STATIONs H C PASS OVER Q" $EWER,MAIN FvNili(
WITH MINIMUM 18 CLEARANCE
_. 4730 I ^-'-t-.�- t��' BE 1
EXISTING SEWER MAIN-V Q PW'HENTDEPTH INSULATED
COV R IS
A
..,_1. - .-I m vl LESS THAN16.5.. STn. 1; -. -.9
0+00 1+00 2+00 3+00 4+01:' 5+00 6+00 7-D 8+0( 9+00 10+00 11+00
a
m
LL
NORTH 25TH - WATER LINE PROFILE
Drawing Date: 1/24/00
AS CONSTRUCTED C 7
1/24/00
Sheet B of 11
C m<
J.
�v
zaz ��
�C4 c $�
mC/) 3
---- --- ---- - - ---- ---— - -- --- z
NEW 8" TEE NEW 8" TEE NEW 8" TEE NEW 8" TEE 8" PLUG
NEW 8"x6 REDUCER NEW 8"x6" REDUCER NEW 8"x6" REDUCER - NEW 8%11;""{�DUCER \ - '���il k m
I REMOVE AND PLUG
EXISTING 2" BLOWOFF NEW 8" GATE VALVE NEW 8" GATE VALVE NEW 8" GATE LVE NEW 2" BLOWOFF a`
\ PER SPECS.
CONNECT W
ECT TO EXISTING ; INSTALL BOLLARDS s
8' DI MAIN - - - - - - - - - -- +-- - - - - --- - - - - - - l
-- -
NEW 8" DI WATER LINE NEW 8" DI WATER LINE NEW ®" DI WATER LINE NEW 8 DI WATER LINE \\\p
J.%
NEW 8" GATE VALVE " Fr
NORTH 27TH - WATER LINE PLAN VIEW Q z
Z ,
0 '
A
z
4760_
CONNEC' TO EXISTING MAIN ---- — _ -
4755 - - - - - - -
SCALE
-
I 4 __ ___ _ _ __ - __ _ _ HORIZONTAL 15'
VERTICAL F'+y VI- �= FINISHED GRADE
-' CENTERLINE'OF NORn+27TH
750 - - - - —
_ EXISTING GROUND •__�--- _. Y O J -:t 0
4745 `
6.5' MIN COVER
-- --- V NEW 8"DI WATER LINE
}
> C - STA 11+84.81 A
YY 2" BLOWOFF
ATI0NS FBI
W O + ASSEMBLY PER SPECIFICATIONS�� W
4740 w a (INCLUDE BOLLARDS)
4735 a > a m z 6 O
4739
i Irk
ry �I _ •— �. N m < a °''a 'gyp �q
r 40 N Y VI o0 L� U� a Q
0+00 1+00 2+00 3+00 4+00 Hr) -? 1+00 8+00 9+00 10+00 11+00 °
.............. -- -
NORTH 27TH - WATER LINE PROFILE ]
_ A
Drawing Date: 1124100
N
AS CONSTRUCTED C8
usaioo
#99035
---- - - -
_-
8" TEE I I 8" PLUG ' I B" TEE � I C.iDNNECT TOE ISTING 8 G TE VALVE Sheet 9 OJ 11
8"x6" RE UCER.. Ir1 a" 6" REDUCER 8 x8 CROSS TEE
f 8"z8� CROSS ifE ' 6" GATE VALVE - 8"6" REDUCER + ZC.>
6" GATE ALVE ) 8" 6" REDUCER 6" FIRE H DRANT - NEN�'WATER 9ER1r�CE (TYP.) ,1� �� t
NEW WATER SERVIC (TYP.) r � 6" F E GRANT r--
6" FIRE H DRANT 6" F E HYDRANT I 6" A VALVE V y NEW. DI WATER INE -
T
IN A E VALVE' I WATER LINE 6" ..NEW 6"
I W
I � - 8 v�
- wcn e s
- AN�JIE STRE T
ILLIE ST f EET `
W 8'PVC SD 35 SEWER MAIN 11 I I SEWER MANHOLE Q4
EWER MANHO E /1 SEWER MANHOLE #2 SEWER MANHOLE q3 SEWER SERVICE (EXTENDS 9.IU' PAST PROP RTY LINE, A.B�)
t
f
SEWER SERVI E (EXTENDS IFp,.O' PAST PR PERTY LINE, .8.) � " ��� -O I '� _I 'i- ', �.J� z� W
LILLIE ST - WATER & SEWER PLAN VIEW ANNIE ST - WATER & SEWER PLAN VIEW
NORTH a W W
CA con
--- _ - — - -
� I
I CENTERLINE INTERSECTION
4755 // ANNIE STREET&NORTH 27TH
CEN IERUNE INTERSECTION - -FINISHED GRADE f _ _ - / _ CENTERLINE (NORTH 'ION _
li I f FINISHED GRADE - ANNIE STREET&NORTH 25TH FFF III
LILLIE DRIVE &NORTH 27TH _ ///"'
Hr 'CENTERUNE INTERSECTION
If LILLIE DRIVE &NORTH 25TH OP OF VALLEY 9
_ __ _
} TOP OF VALLEY GUTTER i 4750 I --___ r
__ _ —_ ��_t___-i 3
6.9'MIN CbVER
'AN' R I o-+ -E%IST'NG GRDUNO_ MAINTAIN 18- VLI I -',':I t IF;I. w
-_{ v 474 , I1
1
4750 EXISTING GROUN' t ~I I I wl � BETWEEN SEWER
1 FZIs 7ING SE WE^' MAIN I o, >+ + t w 6 -I W - Lf
yl
NEW 6 DI _
A TER NE
y u _ F i PIPES AS REQUIRED
F 4740 az �z aE LEc
_ i , i I 1'O PASS OVER 8" SEWER MAIN ✓ •• -�-- '
♦ I la I I V�1 TH MINIMUM 18"CLEARANCE. fi-
45 WO a+ + - _ r. �,� w m+- o� ro� I TOEATH NOE LCOVER .S ST �1 .A V z8 8'CR
roI >n O v'iN a a 1 I I LESS THAN 05' F7A 4
Qo c I o o°D 0i m 1Om I _ 1yyIl AT _FULL,LENGTH CONTRACTOR 70 CONNECT TO
(TO
• aF _ -'__.. ! '�N �v, x `ql 1/� m� 4735 uI l THE tE�HL DETANSMEET 1' U7CATED I'IN'
m N - a a F STING GATE VALVE ACT BE
)
40 _ r L_L..�.- - FIELD BY CONTRACTOR) fTMI
0+00 1+00 2+00 3+00 a1 5+00 6+00 7+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
LILLIE ST - WATER LINE PROFILE ANNIE ST - WATER LINE PROFILE a
SCALE O
HORIZONTAL 1'=50' 0
VERTICAL 1"=5' ;r^5
W
I
I141i
fR 'CTf10N I CENTERLINE INTERSECTION
d- 'It 7'TH 4755 ANNE S7RCE7&NORTH 27TH - - - --- EXISTING -
FINISHED GRADE STING MANHOLE NORTH 251H N
AT CENTERUNE NEW RIM ELV.=4748.56(AB)
F -AD
1 I NE E%'STING MAN HOLE-NOR TH 25TH - - - TOP OF VALLEY GUTTiN
- NEW RIM RV.=4752.93 "�-__ �--
TOP OF VALLEY GUTTER _ _ 1 O Z
-_� - -
-- .- �- 0
12' °AUTY CULVERT.-� `-EXISTING.GRGU',_. 12' ..I L!-Y CULVERT `O l
- ;XISTING GROUND T_I yo 4745
- F+1
� NEW 8^FVO SOR 35 ®-7.i9>,v NEW WATER LINE
NEW 8"PVC SDR 35 W -[i 85q - - NEW 8"WATER-MAIN
SLOPE �'— + '.^
MAINTAIN 18• VERT. SEPARATION-
°' FROM SEWER MAIN O z J RIM ELV 475257 AB PVC SDR 35® 0 75
t 4140 0 o C ) -COPE
PVC 35 - 'z INVERT ELV-4745 73(AB) ♦ a '�
p p RIM ELV.s4756.28(A6 n SLOPE -- - }k - EI) CONNECT TO EXISTIN:.
r w ® --I 7g% I. --. } I�T�'�'�^--� -- ----r_. a RIM RLV N47EL LV-47.22 (A
'DR S
a INVERT EL
V.-4749,63 AB ) ( ) I-•-• ( )
_ ) ---11#------++i--- MANHOLE INVERT€iV=47401
4735 + — Iw�R our ELV=47a21(2AAT
t �, INVERT w ELV=4747A2(AB) CONNECT TO EXISTING MANHOLE I l I Drawing Date: 1/24/00
WVERT OUT, ELV.=4747.Oa(AB) INVERT ELV-474326 ----- 1
b' RIM ELV=4794.99 AB I
I _ -u-_-. LPL�L1
1-_
4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
LILLIE ST - SEWER LINE PROFILE ANNIE ST - SEWER LINE PROFILE AS CONSTRUCTED
C9
1/24/00
y99035
.......... .
._-1---- _T- 8" TEE 8' TEE
8 TEE;:., l 8` TEE '1� 8".6-
B x6" REDUCER NEri 6' pl WATER MAI�1 8"z6 REDUCER 8"xC RED�CER FIRE HYDRANT
Rr'
ATER SERVIC TYP. �I_
6" FIRE HYDRANT ' 6' GATE V�ALVE W TER SERVICE TYP.) 66"FGATE VALVE
6 GATE y LVE ( 6" GA E VALVE 6' FIRE HYRANT NEW 6" I WATER MAI
,6" FIRE HY�RANT - - Sheet 10 Of 11
iz
— o --- - - - - --- -- - 7 ZV e
111 w w 8
AISY STR ET o \ GOLDE ROD S REET m,
• ` M EWER PERM T (EXTENDS
.O• , I EXISTI 1 SEWM R MAIN I 1 ' SEWER 9�RVI (TYP.) A EAEX STMG ON NHOL� / l w�
Ew=a MANHot 8 A 111 o
LIN
1 CONNECT XISTING - N
SEW MANHOLE NS - ( I MAIN WI/SERVICE SADDLE - _- G LDEN ROD ST
%
DAISY ST- WATER & SEWER PLAN VIEW GOLDEN ROD ST WATER & SEWER PLAN VIEW
W
NORTH
W
1 �. INTERSECTION
+- —+
Q
4755 also� I 44 CENTERLINE IN TERSECIlON_ ;
GOLDEN ROC STREET&NOR H 27TH AVE _ - CIS un /O�
CENTERLINE INTERSI',.'I'�',N I I t ^I
DAISY STREET&NORI, 27TH AVE /�` -_ CENTERLINE INTERSECTION
- -- SCALE
IGOiLDEN PROD STREET&NORTH 25TH AVE ^y rJ.y
CENTERLINE INTERSECTION I-'r FINISHED GRADE- HORIZONTAL 1"' rCJ Cv�,
- - - DAISY STREET&NORTH 25'II AVE -}� f VERTICAL 1'=5'
- FINISHED GRADE I 4/45 `-rrl T I _
� i0P OF VALLEY GUTTER
TOP OF VALLEY GUTTER
L EXISTING GROUND _--- m----- 4 74Crt6.5'lelN-COVER--
�-EXISTING GROUND
3_..— 6.5' MIN COVER rn -'m14
-_-
m
at 'T< U4735O r O n _
I
474L
n n D WATER LINE
NEW 6" �vr k'Z¢ wz z , I
a00 X� Uo o I I j i I yr jo O
a" ��I e
` STA 5+87.89 U" $EWER MAINI473D 4735 I I I I
bin
O
0-00 1+00 7+00 4100 5+00 0+00 1+00 2+00 3+00 4+00 5+00
DAISY ST - WATER LINE PROFILE GOLDEN ROD ST- WATER LINE PROFILE A�
aV)
Z on
_-
aj
NE
4/55 4750 GOLDEN ROD STREET&ONORTH 27TH AVE WISHED GRADE 1 +
e' `I
CENTERLINE IN IEHSLT U � - -
DAISY STREET &NORTH 27TH AVE. -
- - � A'CLN1cRLINEi I T+. +-�
_` 0.0
LE GUTTERW
`- { -�-- -1--'�--f-L �TOQ�F VA
Y
FINISHED GRADE EXISTING MANHOLE-NORTH 25TH WI, 47g5 T+ _ y�l ITT
AT CENTERLINE NEW RIM ELV.-4744.97(A8)
_ EXISTING MANHOLE
TOP of VALLEY GUTTER - It �j
�-_—_— E%ISTING GROUND r O
4/45 4 4740 m EXISTINGMANHO-E Z
J "+ ri NEW RIM ELV.-474a.03(AB) EXISTING MANHOLE-
EXISTING GROUND O
n NEW RIM ELV.=4742.45(AB) V
12" UTILITY CULVERT
N X SI OPE yo 4735
e NE-W 8"PVC SAR '55 M 0.90 CORE EXISTING MANHOLE,
4740 CONNECT OVERFLOW TO z �I
_ EXISTING 8" SDR35
RIM ELV.-4746.83(AB) MANHOLE •INVERT ELEV. �i - -
't SrAT'ON 2+70 =4739.78(AB). PROVIDE ? PVC SEWER
MANHOLE N6 INVERT(IN)ELV.-4741.06(AB) z N, 1
o p RIM ELV.-4749.31(AB) INVERT(OUT) ELN.=4740.96(AB) NEW WATER L'NF _ WATERTIGHT SEAL. F�
z INVERT ELV.=4742 78(AB) 4 - - ^
1 II_.i_ f `a z - CONNECT DROP TO EXISTING_/ L�
4735735 I L1 N MANHOLE INVERT ELv.=4737.28(AB) CONSTRUCT DROP INLET 4730
— Il_ __ PER CITY OF BOZEMAN
0+00 1+00 2+OC 3+00 4+00 5+00 STANDARD DRAWINGS 0+00 1 t00 7+00 3+00 4—OC; 5+00
DAISY ST - SEWER LINE PROFILE GOLDEN ROD ST - SEWER LINE PROFILE Drawing Date: 1124100
'mom' CONSTRUCT-0N NCIL (GOLDEN ROD ST. $tWER SERVICES): CIO
CONSTRUCT 4" DROP SEWER SEVICEW IN ACCORDANCE WITH THE SPECIAL SERVICE DETAIL ON 3 CVI�SInWILD
SHEET 2 HEREIN. DROP SEWER SERVICES ONLY APPLY TO THIS SHEET. 1/24100
99035
10 1/2" ORIFICE 7'x3.167'xl/2" PLATE
BENT STEEL AT INLET 3" MINIMUM CLEARANCE C.I.P. CURB HEIGHT TO MATCH WITH NON-SLIP SURFACE
FROM EDGE OF CONCRETE CURB HEIGHT TO 8" �TOP OF CURB
& GUTTER HEIGHT
TRANSITION CURB
_ ___________ ------- .��BENT STL. O OUTLET (SEE DTL.) NORTH 25TH
ELV.=4741.0 / ELV.=4740.5
OUTLET WALL INLET WALL - BENT STL. O INLET (SEE DTL.) / 1.5% +/- POND DETENTION
y4 O 10" O.C. HORIZ. N4 O 16" O.C. VERT. CURB & GUTTER J 5' SIDEWALK FLOW LINE Sheet !1 of 11
M4 O 16" O.C. VERT. 2-k4 HORIZ. - - .�.: . _. _ "
0 4" CONCRETE SLAB 8%12" CAST IN PLACE CURB p x
_ FLOOR REINF.
(j4 O,r O.C. EA. WAY ELEVATION VIEW ^ a
ELEVATION VIEW B-B
DETENTION POND OUTLET STRUCTURE DETAIL. CONCRETE INLET APRON v
2x4 KEYWAY � PER CITY OF BOZEMAN 7'x3.167'xi/2" PLATE
STANDARD DRAWING 02529-12 WITH NON-SLIP SURFACE pb ` 1<
WATERSTOP (TYP) k - 1' RADIUS ,�^'�, - _ Y m
CONTINOUS NO, ''u 'GALE (MAXIMUM 2" DEPRESSION) FILLET ° '
INSIDE WAL p4 010" O.C. HORIZ. J� �s�
_ a4 0 16' O.C. VERT. (ALT. TAILS)
_____ --- - �_________. -z _ BENT STEEL AT OUTLET a Q
= FLOW FLOW DETENTION OND
#4 O 12" O C. ___.. ______. N 2" OVERLAY -
�16" 2-a4 CONTINOUS
a4 O 12" O.C. b l
2x4 KEYWAY -- - Z
3-#4 DOWELS TO A•_D"� �2'_O" W
SECTION VIEW A-A 16 AND FLOOR ESTL.WALL ` $"x12" CAST IN PLACE CU fS
(TYP. 2 PLACES) CROSS
TOP DIKE SECTION NEW 5' SIDEWALK
WEIR OVERFLOW ELV.=4740.5— �Q
RANGE - 8" OF 6" NOMINAL RIP RAP TO BEAPPROVED BAFFLE END Y
CURB & GUTTER
ELV.=4740.0— I�
ORIFICE - (SLOPE TO GRADE) ENGINEER (TYP) PLAN VIEW w
DISCHARGE RANGE
ELV.=4739.0 -� BOULEVARD
10'z 6' WIDE
POND
BOTTOM VERTICAL N4 BARS a DRAINAGE DETAILS
O 28" O.C. B -- B
CAST IN PLACE CURB
NOTE: �� #4 BARS PLAN VIEW AND BOTTOM
CONTINUOUS 7'i3H NON-SLIP
PLATE
ORIFICE PLATE TO BE (MONOLITHIC SLAB) WITH NON-SLIP SURFACE Z
MADE OF 1/4" STEEL 8 oz. NON-WOVEN 1`H
AND TO BE HILTI BOLTED GEOTEXTILE 2% 1/2" ANGLE
TO CONCRETE STRUCTURE POND DIMENSION PER 1/4" THICK
PLAN VIEW SHEET 2 ~
(DIMENSION TO INSIDE BOTTOM) .a
DETENTION POND OUTLET STRUCTURE — SECTION SLROPE TO EXISTING TGRADE
a.
_ SIDEWALK °. F6 \
_ MAXIMUM WATER DIKE WALL BEYOND
NOT TO SCALE ELEVATION SECTION (4740.5) °
�t"- -- _ CONSTRUCT POND DIKE.SELECT NATIVE BACKFILL ° L1.1
COMPACTED TO 90% 'O. a.° Q
<RELATIVE PROCTOR
POND BOTTOM (4739.0') __ CROSS SECTION Z (A � z
GRADE LEVEL AND COMPACT EXISTING GRADE _ O O
POND BOTTOM TO 90% -
RELATIVE PROCTOR (1' DEEP) [ J ITS
r4SIDEWALK
r1 1-I-I
SUBGRADE SURFACE TYPICAL POND SECTION _ V
A_[
CROSS WALKTYPE A TRENCH BACKFILL STOP BAR
-MID POINT
INSTALL 3 NO PARKING \' O
60' R/W SIGN POLE SIGNS PER CITY BLOCK _ CITY BLOCK F/-1 F••1
18.5' 18.5' �-
3. AS r2r
3" - ASPHALT ONCRETE 5. 4' MIN. t1� N O Z
PROVIDE 2" THICK INSULATION MATERIAL OVER -- - SIGN LOCATION DETAIL V O
WATER LINES WITH LESS THAN 6.5' COVER AS - - —
IDENTIFIED ON THE WATER PLANS. �� NEW CONCRETE CURB & GUTTER 11" - LS" MINUS GRAVEL BASE COURSE NO SCALE
(TYPICAL BOTH SIDES)
SELECT TYPE I BEDDING MATERIAL PLACED TYPICAL ROAD SECTION DETAIL (EXCEPT N. 27TH AVENUE) NOTE: SEWER SERVICES CONNECT TO SEWER MAIN W/ SEPARATE 8"x4" IN-LINE WYES
IN 6" LAYERS AND COMPACTED AS — -
SPECIFIED IN MPW SECTION 02221 NOT TO SCALE
WATER SERVICE TO HAVE A MINIMUM OF 18" OF SEPARATION BETWEEN EACH SERVICE.
CENTER OF LOT \ A
aI o� FBI
65' R/W 1----------- t5 ------ R/W
TYPE I PIPE BEDDING PLACED 32.5' 325' 3/4"WATER — 4" SEWER SVC Drawing Date: 1124100
IN 6" MAX. LAYERS AND
COMPACTED THOROUGHLY 11.5' 21' 21' 1 11.5'
3'1 2.� 2% 3" ASPHALT CONCRETE 2% S
% FLOW
H PIP IA. + N WATER SYG — SEWER SVC C 11
NEW CONCRETE CURB & GUTTER 11" - 1.5' MINUS GRAVEL BASE COURSE � " _ EXTEND 6' PAST AS CONSTRUCTED
TYPICAL WATER AND SEWER PIPE TRENCH DETAIL (TYPICAL BOTH SIDES) PROP. LINE 1/24/00
NO SCALE
TYPICAL ROAD SECTION FOR N. 27TH AVENUE. TYPICAL REFERENCE CITY OF BOZEMAN SPEC.SECTION 02221 AND S']
WATER & SEWER SERVICE LOCATION DETAILS
)RAWNG p D2221-1&2 FOR SPECIFICATIONS. NOT TO SCALE -NO SCALE #990351