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o _ az 3 " _ ro LOT9
z _ - _--- `---- �� - --- -- �- - - [�
-a _� dn► ��nn c� s n ad �d F n F4 F ~75. 24
OVERALL PLAN AND GRADING/DRAINAGE PLAN w
SCALE: 1•-60'
VICINITY MAP 1�
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GENERAL NOTES
LEGEND
y` NOT TO SCALE
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH -SS- PROPOSED SANITARY SEWER MAIN
EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, ADDENDUM NUMBER 2,
MAY 8, 2000 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM ® PROPOSED SANITARY SEWER MANHOLE
NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM .(44.20) PROPOSED SPOT ELEVATION
NUMBER 3, MAY 8, 2001.
PROPOSED DRAINAGE DIRECTION
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL (DIRECTION OF DOWNHILL FLOW)
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE Scale In Feet
CITY OF BOZEMAN ENGINEERING DEPARTMENT. 60 0 60 -W- PROPOSED WATER MAIN
3. PRIOR TO THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL SUBMIT TO THE PROPOSED FIRE HYDRANT
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT 18 0 18
AND MATERIALS TO BE USED ON THE PROJECT, INSTALLATION SHALL NOT BE MADE Scale In Meters PROPOSED WATER VALVE
WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY _
PROPOSED STOP AND/OR STREET NAME SIGN
THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE e ■■� PHASE LINE
BEGINNING OF CONSTRUCTION, PROPERTY LINE DRAWING LIST
0 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING Q
•Y, AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. PVI SYMBOL
AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN Drawing Date: 7/22/03
$ 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. - - ----- SWALE A82.0 - SANITARY SEWER PLAN & PROFILE (LILY DRIVE)
a , EXISTING SANITARY SEWER MAIN AB3.0 - WATER PLAN & PROFILE (LILY DRIVE)
EXISTING SANITARY SEWER MANHOLE A83.1 - WATER PLAN & PROFILE (NEW RIVE) D DRIVE, SPRINGBROOK AVENUE) AND DET
7. TRENCH BACKFILL SHALL BE TYPE A PIPE BEDDING SHALL BE TYPE 1. AILS
' 8. BENCHMARK: FIRE HYDRANT L'807 LOCATED AT EMILY DICKINSON SCHOOL 'N EXISTING WATER MAIN AB4.0 - ROAD PLAN & PROFILE (LILY DRIVE)
q ELEVATION = 4750.29 STAMPED FLANGE BOLT". CITY OF BOZEMAN DATUM EXISTING FIRE HYDRANT AB4.1 - ROAD PLAN & PROFILE (NEW HOLLAND DRIVE, SPRINGBROOK AVENUE) ABImO
3 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. _ri
;3 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. f°I EXISTING WATER VALVE
L
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY EXISTING PROPERTY CORNER AS BUIT
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 5/8 INCH REBAR WITH 1 1/4 INCH 73
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT PLASTIC CAP MARKED(C&H #9518ES) #02368
9 CONNECTION POINTS.
II�II�II�II�II�II�II�II�11 elf 11 II�II�II�II�II� '������iiiim■I iiim I I iiiim I I I I I Ielm I I Maio ka1�`
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�, / _ '°-== a 1�� �� `' Sheet 2 of 6
------------
-
I - I N � �I 6 �• r, E BENSANL'
�O
/; I I - - �I I I i 1 I... - STALLEDTEMPORARV / J
I 65. rJy." -.�--- '- ,•1J �1 I I JS.�/'J� I I 1 I _ GRAVEL CUL-DE-SAC
I. IN STALLEDTEMPORARV g J ' I I' INSFALLEDTEMPORARY IN LLEDOTY STANDAR O XIR�GO B.O.H B c
RETENTION POND Z�X- V < RETENTION POND D END BARRICADE
201'z99'at 5'O MIp pEPTH o x81 O MID DEPTH CO 6TD DWG NO,09810-2 A \ O gy
' I 4:1$IDE SLOPE emu$ o 4:1 SIDE SLOPE II ;'I( - (51
li O
�d I •
c' PC - 8�+ pQ
Ian Sm iri��1,1 ADVAycE*RNI t '
If - `Si ¢J �: � III IjI. 1' ! R 1 O JSON( -2.30 z30
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II F<� ___ z$ I I I INSTA W1tA 2 30•a30'ANO T d \ i
I - O� STOP N OCCIIPiED SIGN(
BEN RK: TOP OF HYDRA
Ni
/��r� L \\ ARR W BOLT=4760 44 �7ff
n(1 $ O1 I ht' 3 r 0 rY A�-STAKES(TnP ED
cM STANDARD I O - y EMOVE MISTING DE
N �JALL3
STRIAN RAMPS(TYP.) J I ((yy�� Lc) (.r� N .--- - �{ NT CURB YELLOW BE ARRICADE
' O INSYALLEDNEW kS STREET 8 t 0 PARKING SIGNS(
- (TTP. ASP R
F- F- Dt1WP D.o�Rm-, nO O O /Cbq�?TN
O O O �- O O O O'\INSTALLED90' - - J J BENCHMARK: TOP OF HYDRANT�AMMERHEADTURNAROUND BENCHMARK: TOP OF HYDRANT ARROW OLT-476085=2 r 6.54 t � O OR
ARROW OLi= 475 �\. .__-_- - - - I _.. _. O - O WlIITE�129M P GS
.. _. , __ J
�.,, -- --- --- - --- _ - - "-, ._ - - - I DCROigSWRLK AS COB STD. t a
5.29 _ I - ¢ _ t7� _ �--tT � �- 02581 1 G,
-_ - N... - _� - - O _-- 1N'STTA+LLE PAP f�C RROW TMYEP
IIrn _ 9-- ` - (N1 ON R Oy.-4 \ I�
5.29 5J 87J L - _ o _ 1 \
O 1 - - - -1--4 - h / -- INS ALLEDADV JyAR ING r \
7 k sru. I e• I I,Y J-: - 9 (Wit-2. O I
MS7ALlEDN W STOP EXISTING B.O.H I SIGN )O$ -
REMOVED � � � COB STD N0. 0-1
CD L17 s I'-.. EXISTING
O O O O i I O O O O O O O
� p -
OJ 59. i
4
"AA, BLOW-36
to , c Lri r, - ^ �> // % \
RI
4" SEWER SERVICES a
LT RT PLAN VIEW
0+51.1 0+48.9 SCALE, 1"=50'
N 1+16.1 1+13.8
1+76.1 1+73,8 0
2+51.1 2+48.8 iy '1�/'�'I
3+41.1 3+38.9 �' y�� O
4+16.1 4+13.9
4+76.1 4+73.9 a ,r4� r�� w f�
5+40.7 5+38.4
5r1�' 6+05.2 6+01() S� �,� 00,5•, �!V°0°°
Z IS 9.8 6+67.6 c' t1� 1`L' h�"p0'ry\ x'\ .1h
7+34.3 7+32.1 ,,ry aVy ,\ �kyp�,b9
7+94.3 7+92.1 /�4'
9+79.7 9+72.5 ° 66 N 60' 1h°jpA' F\' �` FF\. °J
�5 �e bti°°hy 10+52.3 10+30.6 ^y6a0�y �ra5� (f1
11+28.8 10+90.6 6x b*al l►1. a
kh 1yy.,,PO ti �a� a1�ak gh 12+017 11+54.7
13+60.9 12+91.6 �� 0\b° �"+90 1 V1
14+32.1 13+62.9 \yxc�
15+03.4 14+34.1
LILY DRIVE 15+70.9 15+05.4FOI
`�?60 ----- _. 15+72,9 __-- EXL4TING- OE------------ --- ------ -- -- ----- ---------------------- -`- ---- ,1�yVy �6
-- PROPOSED GRADE ------- -
I8'WATER WATER SERWCE
FL_47 1 17 CROSSING(T1P)
WATER SERVICE o o
, CROSSING(TYP.) o O � � o O o 0
o
n WATER G(7-rPE _- o 0 0
o GwosS/Nc(Tw.) o- - 100.t4 LF B" SDR-35 PVC SS O 0.559% o
o e"WATER ��3
o .12 Lf 8" SDR-35 PVC SS O 1.0379. o
C - �111SS
o Q i 100.14 LF 8" SDR-35 PVC SS O 0.409%
I I 4 LF 8" SDR-35 PVC SS O 1.187% - I -
d 245.96 LF�SDI-31O 1.11876 396 LF 8" SDR-35 PVC SS O 1.172%
n
• Drawing Date: 7/22/03
2.71 LF 8" SDR-35 PVC SS O 0.40%
N T O IU W N OI r - OI ry 'U O r0 O (� N O O O O O O O 1
- ri a a 6 ui Vi c a ui vi vi �� r od a; ai of ai m ro ro m m 16 w .6 co m m
AB2.0
1+00 2+00 3+00 4+00 5+00 6+OCI '4 00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 BUII..•Iz
SEWER PLAN AND PROFILE 7/22/O3
3 A82.0 SCALE7 -"- _ 02368
I - -
- -
yk._,�. -- -- - - -- - 1 U B /GI ie U 41 G� - -
-__- 'i _.__------.----------- -----.-_---_- -- HI!I 1
rr.__ - Q- II' i� �< _ - •INSTALL£DTEMPORARY IN�LIEDGTY STANDAR I' . - 11 STALLEDTEMPORARY
II - r
GRAVEL CUL-DE-SAC 10
INSTALLEDTEMPORARY �` I " STF 1, XISTING B O
ill RETENTION PONDZ' oa
<'^ R�TENTION POND pE•/tD END BARRICADE / REIAOVF,D -
201'x99'x 5'O MID DEPTH "1 81 x15 o MIp p�PTH C000999 RTO DNC N0. 098/0-2,,((/ -� �^ \
�I 4.tDE SLOPE I/�. \ � �x4i SIDE SLOPE Ir
PG = &F \ • O
II = Ilr �gllr IYI - OQ � 1 '�
/ n
JINS i OADVANCE`91ARNIN
' I�� F R_,1s• ,' i �� I.. i I Ras'-'I O SIGN( -2,aD xao
_ tl R co ,
III `� II i I' 3r III II�` I �sroaL �occuP[o`scN(ivR Sheet 3 of 6
i L - - - - _ _ - - - - %0 I L - - - - BEN RK: TOP OF HYDRAN
1 3 O \l ARR W BOLT.47W 44 l
j tt' 3 11' r O � -STIA- A�AEFS
• O v' IRS ALLLC 1 STANDARD O C� a
_ PE STRIAN RAMPS(TYP,'} I e T CURB YELLOW BE E cyl p EMOVE EXISTING DE
. 1 ? r` cfl d r� cv �'� +Xn` ,<q IN LLEDNEW OP/STREET W p PARKING SIGNS( END ARRICADE
�or
f" SIGN((TYP.)AS PEER L�ZzVii
~�^QoO ~ ~ C�`TD bWC 0.0987D-t F- �- I- Q�
z O O O f p O O O O O O W
(�04 LLED90' __J - J - J _J _J __J J J _ -J
AMMERMEAD BENCHMARK: TOP OF HYDRANT BENCHMARK: TOP OF HYDRANT .1 _ O J `��
�} TURNAROUND �2 ARROW OLT- 4780.85
rls ARROW OLT 4756-54 •y -- -.t / /� O W
44 R, I -. ,. J - \
i. LA
YE•INL D RM BT C OR
.. _ - __ � --- -- l _ F- x \ NARKD 2020 PA MEN KINGS
(55.29 . NI.ozoselswtLx As E�coB sTD.
,o
45)
J �_ f .i _ -I-f--_1 I-_ _--'P_'i� - - - O _ _ LLE , ANY ME' O/� 1�' _ J
_ J
� �--� � ! O �O _ RECTIDy-.�RROW, TYP.
0 0 <J 2
(55.29 n a_ I c <R
INS ASI LLED VA y AR INC O J
- EXISTING B.O.H. INSTALLEDN W STOP/STREE
REMOVED SIGN .)AS PER
COB STD N 0,09810-1 I �
I-n {. EXISTING O F_ - \
0 0 0 0 0 0 0 0 0 0 i, o
BLOCK 31
N PLAN VIEW d
SCALE'. 1"=50'
a
3/4" WATER SERVICES
LT RT fTl
0+33.6 0+31.4
0+61 1 0+96.3
1+61.1 1+58.8 V 1
2+28.6 2+26.4
3+63.6 3+61.3
4+31.1 4+28.8
4+93.4 4+91.1 •Ct0 Ory y
5+57.9 5+55.7 y a O QO
6+22.5 6+20.3
6+87.1 6+84.8
Gy Q1 OJyti� 7+49.4 7+47.1
8+16.9 B+14.6 .fit.Q4.;(a,• S, p'h�i J°i.1.0 _4�' �`'v°4� �`�' �'�Q�Q��' Z
VP r0 Gyp •CZ'ao 9+54.1 9+47.9 4FOQJP� ,• ,'`0 OG �'�.�� 'CtO OR' v� •`p�. �Pv �P�04. �4,�PO�JP 0,
10+30.5 10+14.8 '�O P•l4, �O 10'O Q4' �� y .�f a .�P Oa Oa �'P y '1'1� O
•Cr aG O GP1Pa�'�` ��0 y1�0 Ox 0oy q P��TJ,0���)0,.4�•4,1G GP(p�aO�p��O' O ��•�+O bQP-'e'�l.'��Q,;P`'PO�•.f1 Q'"5k�-Q 4a�^p0Y a1 i'ti'P0�, L Oyhti0 G•�T�O,y�0Q OO 1PP G ry+hO•OO�ey`y 'l .�. y��01a aoJ� 1 +061..5 10+76.61+
18.8 1+38.5 0�aaOy�0�P'O.J�4 O,4Po a0 4•"�"\+d�`P PO OA y464 P,J Ja•��4ii��O°°O 0OP tiG`1 F�0 b'o'O'l^ >}OP1.0,
�° 12+70.1 11+98.9 ; � O,`O�ay''G•{�O C�ti0Q�O?'P G CJ g'a y1�O
13+40.2 12+75.5
69' ey yGP h1,$O�r aO���'VOa �O6 ryh.1�O x O 5ti 0•,,Z�r�-ti 5.t0�ti •.x1 6 014+115 13+42.2
4+82.05114+13.5O 15+54 4+847
Pt00�e,P�
°�O a1\yyQ�y'aK O0�o
O�
h
O �)
O
'`10i-C�'0e Qa � 4. �ti � ST'y 1 •. �O,l G�S
LILY DRIVE
e 15+56.0 00 0 1
ES1HG-GRADE- ----------__
--- -- -
------------------'- --------.r----___ -- ___----
G
----- -----
PROPOSED GRADE
O O
'100
��P W
m 710 LF O 8" LASS 51 DIP WATER M IN �2�Q- �'G•`\
yp�as V
4750 588.3 LF OF g" CLASS 51 DIP WATER MAIN
284 LF OF 8" CLASS 51 DIP WATER MAIN Csnwp R ��) o FL=50.6
0 ROSSI SERWCE =51.�1 O
CROSSMO'(IYPJ
5,-*W OSERWCE p p 0 a
-0+00 FL=48.38 CROSSWG(7),P.) a
o ��JQ
rL=46 7v -
_ FL=46.38 5
o ISEWER 43 84 'y 0+
y
R
0
N rn a to ao N = m n - n m n rr rn � o n rNi MN NO N< e INri vi nv Ny uuli vVil ui ^ ^ N 0r0• tN O o 0 0 0
06
0m 16
r n r n n *ra1uTTTg Date: 7122103
� v a
3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 0 12+00 13+00 14+00 15+00
s
WATER PLAN AND PROFILE
D AB3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB3mO
AS BUII<T
7/22.,W
#02368
u
24"
5'
.WW i11W YWq
EASEMENT &L ate• EASEMENT - 2' ors. ALL SWALES TO BE SLOPED AT 1% TO PONDS NOTE:
LINE LINE
30' 30' t �. UNLESS NOTED OTHERWISE ON PLAN SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
5' �•) �l^R a R
L 4 " FLOW DEPTH _
�• y�=v dMta EXISTING GRADE _ EXISTING GRADE
DES 1 4• SLOPE 3E SLOPE 1 4• / 5 t2' •/ �t� �.5� a • 1I PROVIDE 6" COMPACTED-1
SI ALX SI EwALx �^ / TOPSOIL TO FLOW DEPTH �q'•
• p �_- Sheet 4 of 6
3"BITUMINOUS ASPHALT
9 'S TYPICAL RETENTION POND DETAIL SURFACE COURSE , 1/2-MINDS (-- � e•+. ..��. � s SWALE �1 CROSS SECTION DETAIL ! 1 v CC�
6'OF 1 1/2"MINUS GRAVEL BASE COURSE 4 O O O A83.1 NTS A rri 1]J1i/IIY
UNDER CURB AND GUTTER - AB3.1 SCALE: ..V 7/n1W
CRUSHED GRAVEL BASE O O O O O O O O O O O O O O O O
COURSE OVER 9"OF CRUSHED GRAVEL O O O O O O O O O O O O O O O
O O O O O O O O O O O O O 0002 O yyy
0 6"MINUS PIT RUN BASE - 3' MIN- O O O O O O 0 O O O O O O
i O O O O O O O O O O O O O O OO
COMPACTED SUBCRADE ALL SWALES TO BE SLOPED AT 1%TO PONDS w
U SUB-
SE COU SE UNLESS NOTED OTHERWISE ON PLAN �*47 fis
NOTES:
w 1. INTEGRAL CURB AND GUTTER AS PER C.0.8-SPEC.02528-1 --- '� �.,\ \ \ \�\/, FLOW DEPTH Vr
2 RESIDENTIAL DRIVEWAY APPROACH. �, ,,� �(/2
2. SIDEWALK AS PER C.O.B. STD. DWG.02529-10 AND 02529-11. fi✓; Y'"�"�" PROVIDE 6" COMPACTED�..
3. FERTIUZING AND SEEDING AS PER C.O.B. SPEC.02221 COMPACTED 9UBGRADE z
(TOPSgDNG k SEEDING ON W7 @ FILL AREAS ON 18•• �+
IIOIQ TOPSOIL TO FLOW DEPTH EXISTING GRADE
PROPERTY SIDE OF SIDEWALK) t. C.*.Subra 9= 6 aatrr oPW dO r oonfm to hcam o2230 mi W.d pM 1996.a.) FF yy f
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 2. Cen4eatlpn I9Fdd tltd M pane d to'YWarvaM ana.noN haw p minimam a.ptn d 3/4•one minimwn.Tern d t/8•. 5 i
CONDITIONS AS REWIRED BY ENGINEER. 3 ' "t�iln •hOM 6i vlOn°at on v.G.,v.T..,carp nlvro orM at nM mon awn 300'Infxwb. Tna �6 SWALE *2 CROSS SECTION DETAIL
urapn tM TUN dqP d tM o M aM 9dW-
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