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O I i(I� i/! I 1 ' LDT 71 I,I LOT 11 I N I (�TYPICAL ROAD DETAIL a
Cl SCALE: 1-=20'
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Q I I I 1 LOT 22 I I LOT 13 1 �_
VICINITY MAP
� I I I I I ar zl"r I Lor 17 �' tN.J I A�
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NOTES.
♦� t �f 1 —I— I LOT 75j1 fI. � I � EDGE OF METER PR LOCATED 10'FROM BACK OF CURB
I � � LOT 10 ( I WATER VALVE LOCATED WEST OF SIDEWALK
EASEMENT 27'.73'ON EAST SIDE OF SUNLIGHT AVENUE(TP.) p
0—E
To' 7' 3' 7' 6'15.51
f E J LOT 26 ''� LOT 9 V1
NOT TO SCALE 1 �I
II I I 1 e,,.,,K I W I o,,.,K I— - - - - — I 2' r I Q
LOT 27 I I rn
TRACT 18cos No.11117
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LOCATION f P I i I . j L �e III L0 w
7 l er"./95 --I—
(1 1
NW I 4 , SECTION 11. T. 2 S.. R. 5 E. OF P.M.M., , — ,r..r I I wuorF� �~ l L I `�
CALLATIN COUNTY, MONTANA 1 I I `I LOT 79 !I LOT
LEGEND OWNER I — — —I I LDT 30f I y _J DT 5 — 2 TYPICAL METER PIT DETAIL p
® SANITARY SEWER MANHOLE DENNIS AND JONI BALIAN I — —r r J I? ! I CI SCALE 1'=20' O
SANITARY SEWER LINE 955 MARY ROAD L
�- - WATER LINE BOZEMAN. MONTANA 59715
406 582-8762
0- -- WATER VALVE AND METER PIT ( )
0-- - HYDRANT ASSEMBLY rr I ZON 11Z MHa
- EASEMENT
LNEE ENGINEER / I I �T��-1��{{ II LOT 32SETB%CK i O
}t
LOT LINE MOTE: W
CURB AND GUTTER ChH ENGINEERING AND SURVEYING, INC. i I I e�4 II� "n=K 1 r �;^04i_,. r r HYDRANT LOCATED 9'FROM BACK OF CURB
SIDEWALK 614 WEST LAMME r I I I (I _I I I KwT us,ww ewl,y�ar c^,a.^u. WATER VALVE LOCATED 1•WESI Of SIDEWALK N
u- DRNNAG , MONTANA 59715 , I I I (LOT 33 I I I LOT 2
E DIRECTION BOZEMAN
PROPOSED ELEVATION (405) 587-1115 TRACT B s U I I J I s,K III I s oo I I
2. 72.
D No„°
GENERAL NOTES Ael,^ eY" — ap;' I —i ❑ I I I ' ��
I. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. r I I —) i I I I E
>74
I
3 I CJ LOT 3 I I I I 1
2 NO CHANGE DR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE o — J ,^"s oT
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN Ill 7 i w��i ❑ Ib I O I l I
ENGINEERING DEPARTMENT.
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
MAN WORKING DRAWINGS. SPECIFICATION SHEETS, ETC., III I I I, T JB I I ", KI JI
ENGINEER AND THE CITY OF BOZEMAN. Q
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. --- - _ 1 —
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL ew i{y — rre..rtl — — — -J L
EQUIPMENT AND MATERIALS BY THE ENGINEER.
4, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE L �_- _ — r — — — ,• �� - - "c`'�Jim%rte TYPICAL HYDRANT DETAIL
BEGINNING OF CONSTRUCTION. e9'e _
s
sASICC30CK�w�• — _ — _ „� _,�,-1— — 'F p_ � � C1 SCALE: 1"=20' Drawing Date: 2125198
WEA5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS U19"�OWB r,m.heat Babcock Street — — -
PRIOR TO BEGINNING CONSTRUCTION. sueolVlsloN` — _ _ — — — — — — — —
4 — r —
T t�
5. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. I ZONED R4 I ZONED R3 i
to z eL tee.s. s.ws Fw.wT
7. TRENCH BACKFILL SHALL BE TYPE A. I cs,.uo AK LANTE6 PAWRM14W, s •`"Yrr
'
"I.L.oN.A
� E Cash
8. BENCHMARK: BOLT STAMPED #329 ON HYDRANT AT SOUTH SIDE OF MAIN STREET AND BABCOCK STREET. E, -
ELEVATION = 4806.32 (CITY OF BOZEMAN DATUM)
9. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH WHEELER MOBILE HOME PARK SUBDIVISION. AS CONSTRUCTED
CONSTRUCTION SHALL TAKE PLACE.AFTER UTILITIES ARE INSTALLED AT WHEELER MOBILE HOME PARK PER C.O.B. _-
12/4/97 ,-
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NOTES:SANITARY SEWER SERVICES ARE TO BE LOCATED 15' �i�SANITARY SEWER MAIN PLAN ♦a�� -
UPSTREAM FROM THE DOWNSTREAM PROPERTY LINE. C2 SCALE: 1"=50'-0" 00/
SEE STATIONS SHOWN. Ox p,•N Z--4
x 0
2. SANITARY SEWER SERVICE LINE SHALL BE INSTALLED ti y^ O O
6 FEET BEYOND EASEMENT LINE ACCORDING TO ^41�1 �
C.O.B. STANDARD DRAWING NO. 02724-1 ♦Q♦a.1�94.p^ Ox p�'p^�
♦2�J� t��J
LEGEND SUNLIGHT 4VENUE
® SANITARY SEWER MANHOLE
SANITARY SEWER LINE
4790
WATER LINE
®-.• - WATER VALVE AND METER PIT ----
++ - HYDRANT ASSEMBLY
-- EASEMENT LINE A
SETBACK LINE 4780
LOT LINE I
,y CURB AND GUTTER 78 LF B'SOR-JS PVC 55 O I, 1x
SIDEWALK
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♦y�♦ �P�♦ ?� PG ♦TWA eti�Q-,y� ,/ / b C4 SCALE: (1'=50'-0"HORIZONTAL) (1"=10'-0" VERTICAL) / 6♦rL p �LG�N. O
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_ — ---- ---- ----- — 4800
asap �
EXISANG GRADE
DE J96 F 8"SOR 35 PVC SS i.
4790 -__--- 4790
--- ---- ---- J96 LF OF 8•SD -JS PVC SS O 1.48A
399 LF OF "SDR-JS P 55 O 0.98
s
4780 780
107 LF OF S
Drawing Date: 2125198
4770
4770
13+00 12+00 11400 70+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 I+00 0+00
��SANITARY SEWER MAIN PROFILE
C2 SCALP (1--50'-0- HORIZONTAL) (1 10'-0"VERTICAL)
C 2
AS CONSTRUCTED
12/4/97
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NOTE: — � 3 n
INSTALL 1 1/2"XJ 4" TAPPING SADDLE, CURB STOP, CURB BOX py;, C3 SC ALE'. I"=50'-0 -
AND 15 LF OF 3 WATER SERVICE IN MIDDLE OF LOT (TYP.) 'tj P°
Dry \. ?J y ♦q4, �A
Ox,F4p''Cr
FRAME i COVER TO BE CAIRD N0.S2NI, WE AIK AND BOULF VAPoI Ilp WEs'SOE OF SJNIICHI AVENUE ONLY P +6"
MCI 305 FRAME,305 A COVER,OR }'�rybbA`ry y P�
IFCO 772 FRAME,772-8 COVER. IIEFFEL 1.0' 4A.1:' 3D' Ox9g'`P,`"1 Oy�2GFyg'h
(COVERS SHALL HAVE I"PICK HOLES) E BOULEVARD L
22 SLOPE \e♦ G�}�' �"°�'x Z
GRADE 4"CONCRETE SIDEWALK ry-V p�♦ °0� Q I
z R C. OO/]
AT SLAB COVER � ♦x0 O
Q- 4 P 1 V�PLO O
PRECAST REINFORCER CONCRETE MANHOLE RISER
'^ AN COVER MANUFACTURED IN ACCORDACE WITH
ono ASTM DESIGNATION C-478 °xp0�1� }ry ♦e `Q• 6♦ y'lJyti
IIOIE: ♦ (�
STEPS•16'a Q.�' ♦z h,`p`;�.�QJ ♦°'1 \Y QJ
ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE
RING AND TOP SECTION,AND AROUND WATER PIPE INTO LEGEND 5
MANHOLE SHALL BE WATERTICHT, JOINTING MATERIAL MENDENHALL T E
3 SHALL BE'RAM
OR EDUAL FOR ALL JOINTS EXCEPT
BETWEEN WATER PIPE AND MANHOLE WALL. METER AND SANITARY SEWER MANHOLE
"'. DOUBLE CHECK BACNFLOW PREVENTER TO BE SUPPLIED BY CITY U_ - SANITARY SEWER LINE ----
OF BOZEMAN AT OWNERS EXPENSE, I•._..- WATER LINE 4790
6.0' °++- - WATER VALVE AND METER PIT
DOUBLE CHECK +. HYDRANT ASSEMBLY 1�1
SACKFLOW STRAIGHT STOP WITH METER RANGE - EASEMENT LINE
PREVENTER •�
GATE VALVE 1 ti 2"TYPE'K'COPPER SETBACK LINE PQ`J[> /y1 9 OP LF 8 C(AS F OF CLAN
CURB AND GUTTER 2ry SCiI'0Y„P21 4780 A/A/
o SIDEWALK = �FL0
IIIIL- METER 7.0'
{i`N.) TAPPING SADDLE yP�pQ tl (VO Q+DD ?+DG 2,00
�� AND CORP STOP
Q`2` �`P - WATER MAIN PROFILE
l O •F- Opp 161
FORM FLEXIBLE WA.111101T SEAL(TYP,) CURB STOP WITH CURB BON �pQ,\ +P 3
�i20C' GGP� ry ♦�JF'4,Q� C3 SCALE: (1"=50'-0"HORIZONTAL) (1 10'-0" VERTICAL) O
� METER PIT DETAIL ♦�dGo�
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48(10
4800 EXiST1NC CRADE-
E - ----- OPOSED GRADE 4790
4790 __ Drawing Date: 2/25/98
- - S 51 WA TER MAN
_ - t
S 4780
4780 C 3
iJ+00 12+DO 11+00 70+00 9+00 8+00 .'+00 6400 5+00 4+00 3+00 7+00 F+00 0+00
s WATER MAIN PROFILE AS CONSTRUCTED
HORIZONTAL) (1"=10'-0" VERTICAL) 12/4/97
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ry EITHER SIDE SIGN ry (T '� 1
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NOTES: ROAD PLAN R = ® 5^NR^R EwE MADLE d a-
(r 1 SU LIGHT A NUE SEMENT LINE Q
1, INSTALL PEDESTRIAN RAMP 2 TYP9-8 (2 CORNERS
AS PER SCALE: I"=50'-O" ETa4cK NE �"
C O.B.STANDARD DRAWING ME ENHAL 8 TR CORNERS C4 .l- P o
OF SUNLIGHT AVENUE AND MENDENHALL STREET. T) L T uNE }+ Q, 10 '� pJ6 f.+4
2 CURB IN ALL "NO PARKING" AREAS (SUNLIGHT AVENUE) y lole
sloewALKSHALL BEE PAINTED YELLOW,SUBECT TO C.O.B. APPROVAL.3UNLIaHT AVENUE �p �,0) PROPOSED FLOW LINE ELEVA ON ��• Ox�G�,•abp OKp��yVeP�
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+
0 G y �. O a 4i ♦ 10 �, J ----_-_-
♦ti>< 5 b b h ♦ g r , 1\ �� G --- - XISRNG GRADE_ - ---- - -- ,���hp. yy
J• `L 10 J _ 1�
��, ♦ry�'�"a - _ ----- P OPOSED GR
4790 -- -- 1.61R 71 e�0� Pip OO
4> 4790 V1
13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3400 2+00 1+00 6 0+00
r-2--�CENTERLINE ROAD PROFILE
C4 SCALE: (1'=50'--0" HORIZONTAL) (1"=10'-0" VERTICAL) ♦LAP b
ryo �ti rJ titi �bti
4
o���a°� (�
cA y Pe` r�Li
SUNLIGHT AVENUE 0 9y 5 ^ e�M� • O\2h?c4e x
1 q �,�
4800 E6 bt�° 4B00
i1 �.•► a190 ,5 3. ——— ——♦� P
.a1'1Jby♦ 1ry+',y ab��♦G 06,�'� 0 ♦a Q•b1 �y�1�. �QG —
b ♦ -- ---- -----
G� ---- -_EXISTING GRADE- ---- -----
`�� ,.0,.♦ .5 e _- - -----�l' 1 PROPOSED GRADE- T P OF CURB O
4790 - -
- 1.46R- 4790
` 0- SR _-- --- n I3+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 1+00 I+00 0+00 S
NOTE: WWWW
}p LEFT CURB PROFILE ALL RT AND LT STATIONS AND ELEVATIONS ARE TO TOP BACK OF CURB.
C4 SCALE: (1 50'-0"HORIZONTAL) (1 10'-0" VERTICAL) TOP OF CURB ELEV 15 0,18' ABOVE CE ROAD ELEV.
a1�P do bti J�ryL�
R♦• b191 � �O? ��F
9�,F♦ �• 1• O F,d�1•
O 01111
SUNLIGHT AVENUE �o off t� 5? ,,° V, od'e4�r`e
"t �2J' a1a 4'` a3' a�ef' �„°°�� ci♦ °>'0e��c, J. �� P
4800 P �'♦ _ _--
Rgt \q ti P 0y♦QG ,9 61 O���Y ti6' eP b _- --- 4800
,m yP. ��b. ^b Q. 1�. ,� p♦ b10 �.
e o _EXIs nNG GRADE-_ ____ ----- 6 o�eb�°}$ Drawing Date: 2/25/9B
G .♦do-♦ 0� '��` - - -- ----- 1.6/X PROPOSED GRADE r,IP OF CURB o 0G p -
4790 -
- ---- 4790
o I3+00 12+00 7I+00 10+00 9+00 8+00 7+00 6+00 5+00 NOTE: 4+00 J+00 2+00 1+00 0+00
C4
(-,-�RIOHT CURB PROFILE ALL RT AND LT STATIONS AND ELEVATIONS ARE TO TOP BACK OF CURB. �f�
U C4 SCALE: (1"=50'-O"HORIZONTAL) (1"=10'-O" VERTICAL) TOP OF CURB ELEV IS 0.1B' ABOVE Ct ROAD ELEV. AS CONSTRUCTED
12/4/97 qys? o --
q_
MARK A.
CHANDLER
No. 95
�Qp
At;Ie"
aNx ,�ip �x° �1 m CTi'�v4JhCr.��0 O� TOP Sheet 5 of 5
0 pt�o a I^ %1. {10°j 6°�0 4785.50
r(, p N J ,x v� a q''�'GJ 19 4 }• EXISTING GRADE
4 < < P�J� z `° EXISTING GRADE 1 4 4
BOT
4784.00 Q-9 nA;
LOT �2A I T=B+ 0.08 ( 6.5' RT) �2, ® 2/,n'
U 3 o e vnm
I MAR
LOTGNEA ;',TYPICAL RETENTION POND SECTION z
S� bTa n Ib`�q NO qU T SIGN — CS SCALE: 1"=5' j
En
—EXISTING!`
a r 7 T!A1F•---ima +
h
Mendenhall Street
NOTE: R-1 LET �'Ijja;m
INSTALL PEDESTRIAN RAMP (2 TYP.) (2 SIM.) AS PER 1
L, C.O.B. STANDARD DRAWING NO. 02529-8 AT CORNERS
OF SUNLIGHT AVENUE AND MENDENHALL STREET-
AE u n N ryy �1G
��ya1a `a1 kt� mI LOT 2N3 C� LOT 10�II
LEGEND 2 i
SANITARY SEWER MANHOLE
ti 16 EASEMENT FINE < a X °x h _`,2 I�O
lb bp
SETBACK LINE m +��' dal,`�9�l410 �`G /�a
OxA QvAw1 06 LOT UNE ROAD PLAN ���pya {Q�G Q. Grit'�d a9. cuRe AND CUTTER �� MENDENHALL STREET w
a1 ry°~I` .(na w) PIDEWALKROPOSED FLOW LINE ELEVATION C5 Z S��a�• °G�fA,� G419° .` h G O
SCALE: 1"=50'-0" m G QL �. P G 4I
�IRV, C10 OqA
p�Q0 AYE 19 h 1 yM h 1 1C1 �a
O°j .p�21
P+1 ,tq }x x S 6 ,a
9a a Q IX <u ?a1
Z x � G � 4�
�6GJ�4y,9 h O p p o�c Cry ciR °9�0 C'SG�y�� ,��� ,�0
MENDEN ALL STREET 1 � 5° °��oG�*1 �G.��oa1� �eP��y MENDEN iALL STREET
�aP` 4800 O 0
ati eh a. G�t�a�
�60 GQ1°j°
0.39T �4 EXI PNG GRADE O C3' �'1 x �, r a
- I.10 ya 11r TANG GRADE
--- ---- ----
P - - 4790 E�`G, Jrv��• ry40�y,
NOT A PART ; 5,2° 9g0 ��' �,P NOT A PART `7 C=K).72
4790
F THIS - P x .(t�i I. a, F iH15
CON-RAC VA-LE Y 9`P��=G ° A,� S�4l5 y,G 1iQ' �� CON TRAC GLIT ER V�
���.. .x 'lp+ � 4780
0+00 1 i 00 2+00 3+00 O�Ga?, a1C, ,Jp`r�1� j'p�` ,a0 0+00 1+00 ?+00 3+00
3A 1LEFT CURB PROFILE O��S,`MENDEN ALL STREET °��J �h 36 RIGHT CURB PROFILE Q,
C5 SCALE' (1"=50'-O" HORIZONTAL) (1"=10'-O" VERTICAL) 1 x a 4800 CS SCALE: (1"=50'-0" HORIZONTAL) (1"=IO'-0"VERTICAL)
NOTE: NOTE:
ALL RT AND LT STATIONS AND ELEVATIONS 0.3% 1.40% STATIONSO �L,
ARE TO CURB FLOW LINE _- -- - ___ 7.J __-EXI ANG GRADE ARE FIT
CURB FLOW L NE AND ELEVATIONS x O
PROPOSED 4790
NOT A PART
F THIS
CONTRACT
4780 2'-0"
0+00 1+00 2+00 3+00 TOP 4" OF BACKFILL
TO BE TOPSOIL y 1 2"
nCENTERLINE ROAD PROFILE REMOVE CURB AS SHOWN WITH (�C5 SCALE: (t"=50'-D"HORIZONTAL) (1"=10'-0" VERTICAL) 1 1/2" LIP FOR DRIVEWAYS DEPRESS CURB TO THIS LINE FOR S
(46 TYP) WWW
CURB DROP. TRANSITION LENGTH
i RA_ BETWEEN NORMAL &DROP CURB
EASEMENT SECTIONS SHALL BE 5'-O"
EASEMENT
�E SUNLIGHT AVENUE _,NE MENDENHALL STREET o ------ SLOPES 3/4'*/FOOT
18 _ _ R./W 50' 30'
1. 4 3 1 _._ .. 11.5'_ 1' 5' S.5 19.5' ifl-.� 5.5'
GRADE! 2%SLOPE 2$SLOPE 1 �ApE 2%SLOPE 2$SLOPE GRPOE
�ARifs' CARIES V Ak1T 5
SIDEWALK SIDEWALK SIDEWALK
CURB AND GUTTER 1 - Z
3" BITUMINOUS SURFACE 3' BITUMINOUS SURFACE I- RO
_. SEE DETAIL 6 COMPACTED TO 97%MARSHALL COMPACTED TO 97%MARSHALL EXISTING GROUND TOP OF BERM
C5 STRIP SUBGRADE TO NATIVE GRAVEL
4" OF 1 1/2" MINUS CRUSHED 9" OF 1 1/2- MINUS CRUSHED 4785.05 SAW E are",A°Cflov M10 ",
_ BASE COURSE COMPACTED BASE COURSE COMPACTED
TO 95%OF AASHTO T-99 TO 95%OF AASHTO T-99 NOTES: �1- - �.INUI USHED GRAVEL Drawl Date: 2 25 98
1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528 n99" OF 4"-6" SELECT PIT RUN WITH SUBEXCAVATE TO NATIVE GRAVEL SUBGRADE AND C.O.B. STD. DWG. y02528-1. d �b AN J� Ja d. Ja 4, 4, 4, � Ab J� .4 d� SE GRAVEL
FABRIC AS REO'D BY ENGINEER IN-FILL SUBGRADE W/ SELECT PIT-RUN GRAVEL _CURB CUT
- 2. SIDEWALK AS PER C.O.B.008 STD. DWG. y02529-10 AND y02529-
4"-6" OR SELECT CRUSHED GRAVEL BASE COURSE BOT POND cwelF 4785.05 �1 CURB AND GUTTER DETAIL
12" LIF1 OR AS REO'D BY ENGINEER 3. FERTILIZING AND SEEDNG AS PER C.O.B. SPEC. 02223. fii 0 OD BOT OF HIr ^^ 6
(TOPSOILING &SEEDING ON CUT&FILL AREAS ON
FOLLOWING FIELD RENEW OF STRIPPED SUBGRADE PROPERTY SIDE OF SIDEWALK) C5 NTS CITY OF BOZEMAN STANDARD DRAWING NO. 2528-1
(INSTALL GEOTE%TILE AS REO'D BY ENGINEER)
� ,SWALE DETAIL (SUNLIGHT AVENUE AND MENDENHALL STREET) c 95
( TYPICAL STREET SECTIONS � SCALE: NTS
�05 SCALE NTS AS CONSTRUCTED
12/4/97 ab27D