HomeMy WebLinkAboutHarvest Creek Subdivision Phase 1 VICINITY MAP
PHA MARKL.-
N G / CHAND
No 9518ES
r-- w
: --� TEMPORARY EXISTING 4 V EF c
STORMWATER a �/ STORMWA R STORMWATER '
RETENTION �� RETENTION RETENTION POND
POND/2 POND 11
1 I O \\ \,I 50'x28'(MID DEPTH xI' $ 42'x20'(MID DEPTH)x1' 1 00 z55 x2' Sheet 1 Of 13
I/1E • 0 4 i �1 - \\\ \f 4:1 SIDE SLOPES N� $� ----------
\ II c
.y ` an 4:1 SIDE SLOPES r -------�I
Lillie Street
r I 6 _ SWALE SEE DETAIL 8 ON C13 II 11lj +� s x se
IIILI
pro m
'I
SWALE SEE DETAI 8 ON C13 z
�J N
! F�g 1-..••I.. 1 I O I as c `� Z^' �S
Soak !n Feet «
r , � V] S
y
p �.cn St. 4 18 0 18 55, .(51.00) oz
Scale In Meters 3• \ `. Ooo_N N 3 zJ INSTALL CITY
� y
NOT tiCALE i ,�. x / C t d
Ng 39�� s Ilu��Y/ PEDESTRIAN 60.00} y(60.55) _�(60.00) 6
�p � 1�,
n io Z `N'11'2 +U9 r .(5&31) \\ \\ (57.90) RAMPS. Cie
v ! Illglllg INSTALL UTI TY
LEGEND <, �� ��0 .( �) ? �\ 04stcu�vUER s u. OfTT a. LT� Teo.es CULVERT;
3
(59.77)
SS- PROPOSED SANITARY SEWER LINE .(5927) (`� &��
r�m56.6
��1ee. sA 478050
o PROPOSED SANITARY SEWER MANHOLE ! crrT41(J/HA °"'sY j (57.3 U. '" ry\=-St et (56.y5) n^ -1.4 �5640 5671L w 60,1 OA3 p
K(44.20) PROPOSED SPOT ELEVATION 1 56'91(
w• Z .(60.a0) 11 --! -'-- (56.97) 58.n (59,76) (60.30) \.J
0.6627i PROPOSED ROAD GRADES n .(6100) - L cC........
�M PROPOSED DRAINAGE DIRECTION ` _x
(DIRECTION OF DOWNHILL FLOW) 1o� = i INSTCULVERT� l,y h', (5&23) .(5&50) 0) ,_.pll o � �) ( )
( 6019 (60.50�� (8030)
-W- PROPOSED WATER LINE 4 (5&r) (5871) (61.30)
( ( (51.24) -L .(9.30) SWALE p2 \N ~I zo
5� S
PROPOSED HYDRANT (50.19) 15 / SEE DETAIL C12 \ Jll F ,n
4 (59.70) S ili w o 11 .(so.s3) it p
D4 PROPOSED WATER VALVE � = Z �L (��) o_ ors
60.60)
P 60.00 C ,�,� y4.•.R I �n K
PROPOSED PRESSURE REDUCING VALVE (2 TYP.) .1 �' ( ) � � \\\ \ I
■11=11■ PHASE LINE 3•�, _ � 2 ,60.00 ',iil :V \\'JI 1_ s �� ( ) 63.00 .64.00 O
�1 °�'400tO -�----- 1 (eb?f (aiA IIC I I ` (63.50)
PROPERTY LINE Sf •(��).(61.00) INSTALL Y
PROPOSED DITCH CULVERTS
�6
•(61.00) \CC
- Q
--
z p�) B L K 16 TOP 0r AMOF SUET.4 Ja ,9 __-_=W
DRAWING LIST I cm or arr�awru c� -ss-
0 BOL ee.66
�V
w (60.63 �� I <� Nw c°rfl nozrYAs 35 1.16X 47
wrr� (61.53) F► T1.90 j 15;
AB1 - OVERALL PLAN AND DRAINAGE/GRADING PLAN `4�� ( ) I o! i„ J (I INSTALL CITY
VJ f ror or Assoe sat rTes.ss ,(81.00)
"It or so zsAus ow j m M STANDARD
AB2 - SANITARY SEWER PLAN & PROFLIE (HUNTERS WAY) .(61.50) Sl W - I' PEDESTRIAN
A83 - SANITARY SEWER PLAN & PROFLIE (HUNTERS WAY) (61.50) �/ 5 RAMPS(Tr.)
j `(67.28) p - (66.50) (65.00) (6340) II h+••1
AB4 - SANITARY SEWER PLAN & PROFLIE (ROSE STREET AND ORCHID CIRCLE) II
AB5 - SANITARY SEWER PLAN & PROFILE (SNAPDRAGON STREET, OLIVER STREET AND ASTER AVENUE) '(6175) -,_t (6250) ; 'I' s63,00) I 661 P
AB6 - WATER PLAN & PROFILE (ORCHID CIRCLE AND HUNTERS WAY)
AB7 - WATER PLAN & PROFILE (ROSE STREET) l AUN
BS WATER PLAN & PROFILE (SNAPDRAGON STREET, OLIVER STREET AND ASTER AVENUE) >6 6 224.35 ,,, 1 I .(67.�) L�
[S89-28'00"W 6400 .8420 ZI Cj
AB9 - ROAD PLAN & PROFILE (ORCHID CIRCLE AND HUNTERS WAY) (6450) ( ) o /
A810 - ROAD PLAN & PROFILE (ROSE STREET) .(65,00) • (62.94) m) I .(61.80)
A811 - ROAD PLAN & PROFILE (SNAPDRAGON STREET, OLIVER STREET AND ASTER AVENUE) ( �) vim- <II-
A812 - DITCH RELOCATION PLAN AND TRAIL SYSTEM -- oj� 1 O
A813 - DETAIL SHEET ,(84.91) " \ 67. --- _
GENERAL NOTES _(65.52 0 ive - tree - ) (64,12 �i (s 70
9�\ .(6&20) +,w \�(67.86)
ea99)
,.
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS, a S AND MEET CITY OF BOZEMAN STANDARDS. - ci ,(6550) -f I 1o4MV= 2. F !� .(61 II
o$$ I TALL UTILI l i OF APAO 60 T.JT90.01
2� NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE o r7S CULVERT C1 ,�M �q,4o 4y� ct"or soanrur Tar C C II l�l
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ?, (66.7) (65.90) / �� ry (� « 11 0 n
ENGINEERING DEPARTMENT. 1 9G� x (68.44) (6&n
BLOCK 15 �y a..+.:1•_.u. (64.90, 1,t�__:_ - ,�y, ��i (6&56) (6&66) II /hl4i/M WWW
3 ENGINEER AND PRIOR TO THE THECC TYTOFCTION BOZEMAN, WORKING DRAWINGSNG, THE ,SPECIFICATION R SHALL SUBMIT
SHEOETS,THE
ETC.. s bq6 TOP SOLID MH
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. r +//t IRV=4763.19 CpyER=6254
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL C5� `FORM COLLAR AT INV=4763.04 p
EQUIPMENT AND MATERIALS BY THE ENGINEER. 60 If OF 18 RCP II/RAZED 007 PPE SZE TRAMS➢ON MV=4766.06- i' -INSTALL CRY -
STANDARD
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE _IN_V-4M39 __ 3 PEDESTRIAN
{
BEGINNING OF CONSTRUCTION. - -L _ D'�,L'�ston, Road - : EDGE OF EXISTING PAVED __ - __ 'RAMPS(TYP.)
3 ID.STORM MH - - - _ - - -
-------- - BVBt=68. ----------_---_------- ---- -- --- - --
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS = (698) __ -- • it1 -w
PRIOR TO BEGINNING CONSTRUCTION. - -- - - - - - ( ---- ______ _ _ --- 4-
----- --------- - - -_---_ S Sec 2
- } W
- - _W__-- - - - - 1/4 Ca.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. - \
7. TRENCH BACKFILL SHALL BE TYPE A. - _ _ I I I SAWCUT EXISTING PAVEMENT [S89'28' W] -
- -] �- - �- - �- - � bb � I bITHE ONES�FIOWN - ��A � � - - -� -
8. BENCHMARK: FIRE HYDRANT N 807 LOCATED AT EMILY DICKINSON SCHOOL ` +___ J REMOVE PAVEMENT
71 AREAS FOR
ELEVATION = 4750.29 "STAMPED NUT", CITY OF BOZEMAN DATUM B 81 ( "1"I I I PAVEMENT RESTORATION Ne e� `, MW4167.26 I
Drawing Date: 1118100
9. THE CONNECTION FOR SANITARY SEWER SERVICES TO THE 15" SANITARY SEWER MAIN WILL BE 13 I S line of SW 1/4, Sec. 2
15"x15"x4" WYE. I - SS
10. A STREET E OTAINED FROM THE CITY OF BOZ
SEWER MAIN UTIEPN PIOINTSSNTBO DURSTON ROAD AT HUNTER WAY.EMAN FOR THE WATER AND C 0 LI (� TY Z 0
NON-SHRINK BACKFILL SHALL BE USED TO FILL THE TRENCHES UP TO THE BOTTOM OF PAVEMENT. v 1
11, A STREET CUT PERMIT MUST BE OBTAINED FROM THE CITY OF BOZEMAN FOR THE CULVERT INSTALLATION `
IN DURSTON ROAD BETWEEN HUNTERS WAY AND NORTH 27TH AVENUE. D I l T R I C�T (�\I (D. I �.
NON-SHRINK BACKFILL SHALL BE USED TO FILL THE TRENCHES UP TO THE BOTTOM OF PAVEMENT. j
ABI
12. ALL ELEVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. - - _ _- - AS CONSTRUCTED
10/4199
Hunters Way r, M a
•J CHANDLER
No. 9518ES
LAN mil•/• � /
\N ;Hj.•�• O ro " m
h
Sheet 2 of 13
-
3 2 2 =-7-A�Z ? 1s(TYP.)—
INSTALL TEMPORARY -
m' Q� CLV.-DE-SAC �� 1
\w 1 J (GRAVEL SURFACE) / 9
pG — s�// y
Of Ia .9%
+ 15'$OR-J PVL'SS O 5.I9X
D Y> ",-- 15 SOF-3 g ! PVC SS O 1.242% �j w
CRY 5TANpp�.) - .. 74.9 LF 01. b II p L O -8
iNSTA V li pps a c-' pVC u i U = Y/ y- ; o
S EL 0 O " 3 -x ,1 5 f •p
OF 15
SS V
40 c�
SDP' ~ - - U �NJJ(jjtc
INSTALL CITY STANDARD \ y O W
A _ DEAD END BARRICADE '
COB STD.DWG.N0. 09570-7 R U I4
LEAS 1J'WL ACCESS 00
O
70 CRA 1£L ROAD
1
,MpE �MiA� �TRCt3) T • ■ M�Q�y/ _d [3�
4 1z F�TAIL `T]
4 tE co_ - �1
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x iArha,��`a,�1p6 hx, Pik ho' �x9 p k'�^y'h;y6�"
�t;
HUNTERS WAY
4770
! I1
0, I BOR£MANHOLE FOR CONNECTION V1
f U I W tr PLUG/NV EAST
�3
J
- �_____- -___—� _ o5t9
W I= _
= V __ *'�
to GRADE - 4760
IPROPOSED ------ m o: " `�,
5
PN
� �3 SDP•S
W a -- "- EXIST NG GRADf "- 2 f H a ok 5 W �yO�
i . /y 0
W awwyl
"
——
- -- _ � .h n'� of e a `PLACE WATER SERVICE
------
bI m 3 WA/E . 55 O 1.242R 6'BELOW SEWER MAIN
• •SpR-35 PVC
MAIN 325.3 Lf OF I r^'
o - L- `
a 1.066%
PVL ss o J 4750 r^
174.9 LF OF f3"SDR-�`
0551NG5/.
m{�tt
SERVICE CROSSINGS
1.410%
I LWATEF 75, F_J5 PVL 55 O + -
+ f W M
o 266.5 Lf OF Vi J.
257.'LF OF 15,SCR-35 PVC SS O 1.066%
0
dc
o Drawing Date: 11/8/00
8 I
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e I
0
a ?+00 11+00 0+00 9+00 8+00 7+0C o+00 5+00 4+00 3-00 2+00 1+00 0+00
(2)SANITAAB2
RY SEWER MAIN EXTENSION PLAN & PROFILE
a A82 SCALES (1'=50'-C"HORIZONTAL) (1"=E VERTICAL) AS CONSTRUCn,981971
IU
10/4/99
i;
./ MARK A.
/ - CHANDLER
No. 9518ES
�-
./" 0 / s�-A Sheet 3 of 13
ROA
SPEC
../. ,/ ? ` .. �� 1411YYT ` `1z'SEEpETAILI I/ ` ^K fff��� 15-SDI,;
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%
ev,SS 00 4`i` ` - c t2 zs
40
H ii n m N n N N 'i It
� II Z - -- ♦N
2 Ci- Cv
2 `
p LF OF 75• 2 2 2 2 d-j j7.7 L35OVC
}P 0� OR-,75 P — �15'(TYP.) 139 Lf tK 15� __ - - SOR C 0,917% >
O 1.019X 1' SOR-J5 PVC. - _--yl�
S . 1N ' 55 z
�— — o- — — ----- --�. — --7 `` ,
- N -- - -N---
N - - - N
ry I b 194.6 LF OF i
' ^ � S55 DR-35 PVC O 0.859X
IFUTURE
8'WAiER MAIN -
O /NS TAL((,, --
12'W10E GRAVEL ACCESS ROAD l
FOR SANITARY SEWER
(SEE DETAIL ON SHEET C13)
CO
} W
h:''9`1'p0�
q, OA 2� Op p'L;Op a r�1 iy6;y�.,�rL o p� h�i h0j%y9 OOry 5
HUNTERS WAY 50C3 O
W
O
__ -- - ---------
-rt , A
IIA
GRADE m � W
MAI
PROPOSED �
__-----' - w
^ TER SEROCE CROSSINGS 1 3
4740 -- 04
- 30{. Ag LF�15 SOR }5 PVY:SS 6 1.07C.4 U I Z V bl 1 F- 'J
bl W I �1 SOR-J5 P✓C SS O 0.690x w =
UJ
' a + ry + `OT H F OF J5 PVC SS O 0.917R ^LI n F ,V
SDR- �
2J7.7 L
P,c 5501.{9 + -� Lu VJ
OF 15. R_}5 ^ h i
239
P C SS O0 599
I 15 Sp%5 294.E F OF 15�SDR- N yam, ,.
o� h
O 97.2 LF u u + + -
L n n Drawing Date. 3/28/0l
�3 ill
27+00 26+00 25+00 24+00 23+00 22+00 10+00 9+0" 18+On 17+Gr 6-00 1,,�nnL100 13+n; AB3
BORE MANHOLE FOR CONNEC71ON 1SANITARY SEWER MAIN EXTENSION PLAN -& PROFILE
AB3 SCALE: (1'=50'-0'HORIZONTAL)(1'=5'-0' VERTICAL) AS=TUTB
10/4/99
1V
BLOCK 4
'i Rose Street $ L., i �, ~_- h MARK A.
CHANDLER
^ - No. 9518ES
��V� m t--- ---------- - I
59.1 Sheet 4 of f3
^q 1 - 211.9 LF OF C SOR-3,PVC S O OJ99S' 90.7(f a - PVG SS O 1.201X
P4C Ss O 0.484X p 015JF-[5) O _
wise
Z 2}/B9
0.4'e%
55 + cb a R n } VroV i/e/m
O 1 N Y
M 41
(5941)
� _ Cp BLOCK 3
Orchid Cir.
INSTALL CLEANOUT ^
1NV=4752.J2 �I FBI W
AS PER Coe 5/D } 1114 O
ONG.NO.02722-9 O 169.7 LF OF -JS 'v �`°J�, U
PVG 55 1.44
dd
/ C/]
++ � lNV=475215
l En
(-)
1 l 0 J
Un
��"OAF' '��J1P .�Q��QF• ,Z, 1�1
0�6z ,�0
T'
r 014
b1 '�
4
rbq
ROSE STREET
— ORCHID CIRCLE
I
I � A �
PROPOSED GRADE
-EXIS?7NG GRADE
N
. GRADE,--,_— ---------------- ^ice
EXi5TiN� —_ WA 7ER SERVICE
— --- -------- BADE old CROSSING
^�¢ =I� � -'- - ------__- ------- -- �
ryl�.
♦i old
° WA tE n + � ry�' NEW
JlN 2'CONC �+ m I' Ik
MA/ �I�X I) I1 n r--M'A/ER SERN a Tr�v�^tt
° h v�'IW 1!INV. 4791.97 �- H WA iE / CROSS
2 -WATER SERVICE-_ alb WA MAIN ° y
.- CROSSINGS MAI ° 4
TIP
.4 4.
N
Drawling Date: f f/8/00
0
1+00 2+00 3+00 7+00 8+00 9+00 10+00 11+00 O+OC 1+00 ?+00
1SANITARABt
Y SEWER MAIN EXTENSION PLAN 6 PROFILE z SANITARY SEWER MAIN EXTENSION PLAN & PROFILE
a AB4 SCALE: (1 =50'-O" HORIZONTAL)(1"=5'-O" VERTICAL) AB4 5�..:.,. ;1"=50'-0" HORIZONTAL)(1"=5'-C" VERTICAL) A3^
TRM
WA
�7 1� //4/99 ���11 _.
i;
MARK A.
-: CHANDLER
- -� H -- No. 9518ES
1V rT
Sheet 5 of 13
Aster Avenue A� &_
E r 11/7+/!7
i
Ch i o� .r toINN
p j it ItA T
Wy --
i —
Snapdragon Street _ 051
252.,LF OF SDR-J5
FL I' 1JOB LF a D o g y
�� 5 if 0 2�bf PVC SS 11. 5 1
Oliver Street ��� '�o g 5$ `. -
it 1 M Io} N y yy '
I INSTALL CLEANOI/1 t�i, I OIS
E As PER C-sr0I/+.) •ice ') I I a 3 3
DWG.NO.. 02722-9 d _ INyetJ
r �9
--
v - 6430) cam,� rn — LA— wV 64.12)
P SS •0.&55% " 195 LF OF 8"
(64.13) PYL s e o.�o5x0 � —
V
i I \. �► INV.=4759.20 `
PT 7+37.75
1 Y II
t C
/NV.-4759.4I Cy {rFT✓�11
\ \ 2 2 lV'
!Nv=us9.44 6367.
\
EXISTING B'WA TER MAIN
8+70.25 A. �
N 27th Str t
-- _ —1 - —
�r
r �
o / V1
���ryah Gt,, �5 0,Z` to A. A�60
'\�"ba�y. tilt. 00 'h '`h h '\h 161 .�0 �b a�yH
Ty. a1 '\ o+ �.'\ x y!P a. O h x a a1 x i`ri '\' x
")'". O�
r z
SNAPDRAGON STREET OLIVER STREET ASTER AVENUE
4770 477C 4770 i—
�- --------------------
hl> K -
PROPOSED GRADE
TNhl� oil QI`z __ -------------
PROP"O
_EXISTING GRADE _ __ __.. - D GRADE
wA CROSSING
� ^alk I� SIR $I ^I ROPpsD Ci --
11uu �I> dly,, AIL>f $I> I> P -GRADE
+I ±q q --
�S 4760 § ?> 4760
4760 '� ' � ±I� #I�i `� q wcR�ass'�Hc
-WACROSSNcsE�° �i �n WCTER NI
--WATER SER",—�°
° CROSSINGS 6z 'I-! y qi Mlv1 N
�IN ly +IIW
N N 4750 'A 4750 _.0
4750 �^
DrawiW Date: 1118100
0+00 2+rn 14 F 1,1 In ft+00 7+00 6+00 ,+5_ a+OC 3+00 2+n' 1+00 A B 95
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE SANITARY SEWER MAIN EXTENSION PLAN & PROFILE (13 SANITARY SEWER MAIN EXTENSION PLAN & PROFILE p��y��y.TLT1#98197
`ABS SCALE: (1'=50'-0"HORIZONTAL)(1"=5'-O" VERTICAL) AS WINIMTB
\ABS SCALE: (1'=50-0'HORIZONTAL .i VERTICAL) AB5 SCALE: (1 50'-O" HORIZONTAL)(1"=5-0' VERTICAL) -_/ 10/4/99
Z oo
C
Hunters Way o=i W MARK A.
v 0 of CHANDLER
N Wj 00 N No. 9515ES
�O T.Za iw
.� w Q
a Sheet 6 of 13
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4 S1 - - ) wv r P.
+
Orchid Circle
I
_
O __- ? 1 7B LF OF B"CLASS 51 DIP WATER MAIN
L INSTALL CITY STANDARD _-- - + LO
r BLOW OFF HYDRANT
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S�DIF OF 6
IP WATER MAINS O QI Q
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G�`yP'�' ^" .:•'/PQ..�' G ^ --a bye `t' 5 5
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Q1 Oe+O�y,Q• �'�� +6 10a®,�0 D�Oa'�'p0 z/p��•�2�G� 10 `L �z;��' 1�0;/�Q-GO' x P\• �a,� '�`�O 0 �`' Qk.Q- NO
O 0 G T O 5 P .O �P�"•CZ' 'S/5��`S p••CZ'F, ��"CZ'
0 5 0' Q• �' 6 J Q' 'CZ' �. y><'' ��' �i FQ- G•O P�' 'L
� P�yP G� N"`O�P' ,x'�'`PJ�F '`P:CZ'� 0� �`P S,�P�2 ( i�cTQ �p���Q•^. O�r�'�' r
O`�c��Q�Q• ry�h•P�O"� aO.q�P�',Q2 pF,00ti'. ���O QQ' P 4 ,yQ oO eQ�?
,�P Ox Q,OG G'O ,���+$ P G O 0P5 POry1 P,Oy1G P�
Q•o `J
ORCHID CIRCLE POry HUNTERS WAY ��yo+Qay�O 5
4770 PQ J 00�M
PO�G
^3
PROPOSED GRADE` 4760 - SEO GRADE-\ - `----- h - — 4760
_-_--_---_ - ti 2 - bt3
_ ---------
----------
EXISTINGrn�Wc I�
hl
GRADE .F_ORABE___ eu e�N
N
+I M�
— - - , V
A N iris RIBELOW
H e g SS MAIN PLACE WATER SERVICE
rr; / } /5'SS MAIN
3 ss SERNCE "+vi ti /' , 475C
4750 i &i> _'� S sERHces $ice
MaN �I -'1 m� z � ¢
+i +i. +I� aim
SS MAIN +I
v
Drawing Date: 11/8/00
iV
O
E - AB6
+00 a+00 7+0 s+o0 5+00 4+00 3+00 2+00 1+00 0+00
WATER MAIN EXTENSION PLAN & PROFILE z WATER MAIN EXTENSION PLAN & PROFILE t+^�p T�d�N
1 -- AB6 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) AS 1110/4/ 9
AB6 SCALE: '-0" HORIZONTAL) (1"=5'-O"VERTICAL) 1)0/4/99
_P
MARK A.
N CHANDLER
F - No. 9518ES
h
Rose Street BLOCK 4 INSTALL OFF
STANDARD
R 2 BLOW OFF HYDRANT
hW
Sheet 7 of 13
i � �
PHASE
OG _�
^j� W ?YO LF OF 6 CLASS 5/DIP WA/ER MAIN
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INV. n 1751.78
d 1 PRO NOE A MICR DE 4' x B'LONC
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WATER MAIN LOCATION ♦�
CLA 51 D/ A R Al > z
4750I3 a olihi o vW c u m I �I� a ml� oll� ^JS
SS SERNCES� 15'SS MAIN m 3 SS SERNCES
Drawing Date: 1118100
a
f
I
Z
� n4n^ 1+00 2+00 3+00 4+00 5+00 6+00 '+00 8+00 9+00 10+00 11+00 12+00 AB7
g WATER MAIN EXTENSION PLAN & PROFILE
- - - c^�c T�I NT�
A87 SCALE, (1'=50'-0" HORIZONTAL) (1"=5'-0� VERTICAL) AS\AA�V IfriN��
10/4/99
MARK A
CHANDLER
- No. 931�ES
Sheet 8 of 13
INSTALL CITY STANDAR
BLOW OAF HYDRANT A U m-
N
Aster Avenue z � _ 99
11-T _ Iw yVi a o.�9s
_ ' �71 11-1 LF OF 8"CLASS 51
- DIP WATER MAIN —
66.3 I - V 1 I I � (59.1) � W��
SS I
0 -� M
w
DID
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z R, �
Snapdragon Street °' Oliver Street i
C� } U ` W
W CL
INSTALL CITY STANDARD
BLOW OFF HIDRANT O � T•^
I
z a PT ='7+37.75
Nv Tx1 DIP WATER MASH '
_ x iB6 LF OF B"CLASS v� \
S9 � ^' LID
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Wv
(63.5) ^CU cc
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h CROSSINGS(TYP.f'h
4750 I 4750 i
8"SS MAIN
I'SS Stp NCL
CROSS'.�Nrs "v',
Drawing Date: 1118100
1+00 2+00 3+00 2+00 1101! 0+00 0' 7+00 6+00 5+0 ?+00 1+OC 0+0a AB8
41 WATER MAIN EXTENSION PLAN & PROFILE z WATER MAIN EXTENSION PLAN & PROFILE WATER MAIN EXTENSION PLAN & PROFILE
A�1A
ABB SL111. ." HORIZONTAL) (1"=5'-O'VERTICAL) A68 SCALE: (1"=50'-O' HORIZONTAL)(1'=5'-O"VERTICAL) A68 SCALE (1"=50'-O"HORIZONTAL) (1'=5'-O" VERTICAL) 0/ //99
0.0 ;
pHP iNE/ I I MARK A
Zo+45 y. I -. CHANDLER
SS
C" 7+14 Way
S1R£E7LMONlIMENT 75'RADif,:i I I No. 9518ES
`/ Cy INSTALL TYPE I Hunters II Wy AS PER C.O.B.
Sro� H I �y9�FRfC1 Sl£RN'�p�
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('^ STREET MONUMENT
W AS PER C.O.B.Sro.
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Orchid Circ le INSTALL NE w s REED M"e(59.76� I c� (64.12) HN70 I I (69.48) (6ib� Sheet 9 0f 13
NAME SCN 5
c.D.e.sro.DNC.NO. 09810 1 0 0 63.33 63W o _
INSTALL TEMPORARY 56 61
CUL-DE-SAC J51.3) 56/84) ` o - -- IU �a �7vslati
91304IM
STOP
'+NSTALL C.O.B.STANDARD
(GRAVEL SURFACE)
T PEDERSEC?TSTRIAN RAMP AT O — ` (�84�MP,rB Tl. =,nrwY'. IA INSTALL NEW 6'WiDE1 y -�STREET NAME SIGN
4INSTALL NEW
ll O.B.DwECRONS AS PER ( j r CO.B.57D. NO.09810-1 9�
C. .B.DWG.Na 01529-8 \ -raan.ao DOUBLE GUTTER Y: IrA/90
(Tm.) /���) // .(56 73� '-I"oJr + CU 75'RADIUS
,( NSTALL OOUSLENEW 6'wiDE
INSTALL CONCREIE HEADEIII"'
'RADIUS A7 END OF PAVEMENT �` .O.B.STD.DWG NO 02319-I
n yJ NSTALL NEW STOP SEE DETAIL TON SHEET C�J R��,
U r� /�-S/TREET NAME SIGN -1 STALL CO.B.STANDARD -
L j �+1 -.�.B 570.DWG.NO.09810-1 Q\\ \\ PEDESTRIAN RAMP ATLL
M O O C.O.B.DWG.NO. 02529-8 77ONS AS PER w rn
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rM (60.18� 'nae ® ro eacR of cuae — ' / r— y O y Y
04 ■ . I 7�'
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INSTALL IYPE I- yam+ a-yey�• C.O.B.ESTD.AD EDWG.NO.NO BAC09810-2 `
57REET MONOMEN"
DWG'£02529-.J31f. 5'RADIUS
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�- PO EL. 4764.12
iV /
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PROPOSED GRADE -1_�X ------ r1
-- - PROP05ED
4760 GRADE _ - rTl
-- - 1.92X 4760
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4750 4750 O
0+00 1+00 2+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 '+QO !!NCO
n� ROAD PLAN & PROFILE l ROAD PLAN & PROFILE w 0-4� h
eh
AB9 ^0� ABB SCALE: (1"=50'-0"HORIZONTAL) (1'=5'-0" VERTICAL)
SCALE: Q'=50'-0'HORZONTAL)(1"=5'-0' VERTICAL) ^0h/VJ,S �V`��� toD_vc �
5, fYh6 ,0'�y. ' PN STA. =1+00 ^ 4770
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EXISTING GRADE 61Q-POn 4760 w
0�0° EXISDNC GRADE --' -1.41---------J'� ^0h y6 •.x �Fy
-1.13� -------------------
0+00 1+00 2+00 ------- ry8o°0ryb0�4>M� ��� �^6 r
9+00 8+00 7 100 6+00 " 9°° v 2+00 1+00 G+GG
TOP OF LEFT CURB PROFILE 4+00 3+00
h �h TOP OF LEFT CURB PROFILE
AB9 SCALE: (1'=50'-0" HORIZONTAL)(1'=5'-0' VERTICAL) �. Q. ^0• v,�'
SCALE: (1"=5O'-0" HORIZONTAL)(1"=5'-O"VERTICAL) r
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`EXISTING GRADE) - - 04' _1,71x
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AB9 SCALE: (1"=50'-0" HORIZONTAL) ==5'-0" VERTICAL) ABB AS(,ONSTRUCTED
SCALE: (1"-50'-0"HORIZONTAL) (1"=5'-0" VERTICAL) 10/4/89
_ L
0
6,8ALL DRAINAGE IROUCN Rose Street
\1. INSTALL NEW 6' DOUBLE GUTTER --- ---- -
C.O.B.STD.DWG.I NO. 07519-I II III
7 Ni/N GRATER OVER SIDEWALK ` "
lv '(� SEE DETAIL 3 ON SHEET Ci3 = 11+6316INSTALL I( h II
Z� COS,STD.DWG.STREET 07529 3ONUMfN7 II � MARK A. '.
INSTALL NEW STREET NAME SIGN II
/ rINSTALL NEW STREET NAME 9 t INSTAL!CURB CUT INSTALL CITY STANDARD �y, II SAWCUT AND R£MOV£67 LF B5
G 4+4B6 C.OB. STD.DWG 1`9F!o ' PEOESIRIIAN RAMPS CHANDLER
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1 5614 � o Sheet 10 of 13
4 I/ -�
CT -INSTALL CURB CUT INS C O.BALL N STD OWGr NO 096ND S�-SIGNS
.� + _ INSTALL TYPE 1�- n -
rrx"�r - STREET MONUMENT INSTALL NEW 6'W7DE �� 6 r +i/2/N
AS PER CITY STD. DOUBLE GUTTER i/i/w
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- \�' U E DETAIL B ON 13 �. INSTALL[[,,GTY STANDARD II III Ch ,�
INSTALL NEW 6•WIDE N / - PEDESTRIAN RAMP AT a S It/e/oo
\\ DOUBLE GUTTER / ALL INT£RSECTY AS PER
_ C.O.B.570.DWG.N0. 02529 _ INSTALL OWC NO. 02529-6 II II w 8
N X19 A' v AR UULV£RT
INSTALL CRATE
` .N 01•£R S/D£WALK
t,�jglJ INSTALL NEW STREET SI0 STOP& "� BLOCK 3
INSTALL TEMPORARY _ 1 C.O.B.SIU.DWG.NO w2
v
(CRA VEL S(/RfACE)
1 •� INSTALL NEW 6'W9DE R-
Q DOUBLE GUTTER �., S�'/ '
\\ C.O.B.STD.DWG.NO.. 02529-1
GJ�FQ' �= `
INSTALL DEAD END BARRICADE
STAAOf D� O ,`p 6oi`P /"30/0;
�F ' � �,�yo,ti3OJ'C"COB.STD.DWG.NO 09810-2 �� '� O / / //A +y�PxF' ' 9 Q �' �� Pp��P� '� /i ^•'`�P�
INSTALL 5
CONCRETE HEADER" 10 �y1�i Oh '�� b 5��ti^O �OF,Ox 5 W
AT END OF PAVEMENT .\0 bib^� 96• 4p �O ^�
SEE DETAIL 6 ON SHEET C1J p'<.XO � bx
ROSE STREET
4770 - --
05 ,
100 VIC V]
Ox00`Y ppPPNSf' 476�.36
y1 ^A FV
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EXISTING GRADE-�� INSTALL 31'x52" 2
CONC ARCH CULVERT
f IN s 4751.97
PROVIDE 6"THICK x 4•WIDE x B'LONG
INSULA ER UNDER CULVT A7
WATER TER MAIN LOCA ER
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+'qQ' 12+00
ROAD PLAN & PROFILE n0� �6cx
yh r✓ 0� �AR10, SCALE'. (1"=50'-0"HORIZONTAL) (1"=5'-0" VERTICAL) �/ yeti PQa�ro OyIG�� n�%
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a AB10 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0"VERTICAL) AS VNIN UIC1J
10/4/99
A
INSTALL NEW 6'WOE DOI/BLE GUTTER INSTALL CONCRETE HEADER AT END OF PAVEMENT
CO.B.STD.OWL.N0. 0?329-1 p SEE DETAIL 6 ON SHEET C13
INSTALL NEW STREET NAM£SIGN F INSTALL TEMPORARY CUL DE SAC MH�'15 H/74 MH 12 l' (�,19� ft
C.O.B.STD.OWL.NO.096f0-1 �� (GRAVEL SURFACE) I 63.5 JJ � I I c MARK A
2 INSTALL NEW 6'WOE DOUBLE GUTTE
� 66.16 J63.36 62.nf�S f,F:!" � Avenue � 59.10 bbb CHANDLER
Snapdragon Street „ iv 5ro.OWG0N0 02579-1 } No 951t1ES
INSTALL 1YPE 2SIREET MONUMENT I�yW WI INSTALL TYPE 1 STREET MONUMENT -��'-
( �` C.O.B. STD.DWG.NO. 02529-3 H115 I+60 f..
y C.D.B.Sro.DWG.Na 02529-3 �� - '� l INSTALL TYPE I STREET MONUMENT
C.O.B.STO,DWG.N0. 02529-J
CD� (61.10�' y�°0soes p L _
.o ON / H/1 I j 3 O INSTALL NEW 6'NODE DOUBLE CUTTER j
M 14 {7 / rn Sheet 11 of 13
63S. c.o.e.sro.DWG No.02529-I
I Ix is i Rt1�ev
(6 � 4(64.170)
-- Oliver TStreelt -�
I (65.52 o a "±^ o , r i F w 9/m/.
1 ^� INSTALL NEW STREET NAME
SIGN ' 6
INS7�A11LL TYPE�ST30
Rffi MONUMENT C.O.B. STD.DWG.NO. 09810-1
C.O:fi, STD.DWG.N0. 02519-3 II m 3 /
a INSTAL NfW STOP SIGN II \ _ \ INSTALL NEW STREET NAME SIGN t ''m
cot
LL,, INSTALL TEMPORARY
C.O.B.STtl.OWL,N0. 098f0-! \ C.O.B.STD. DWG.No.098I0-1 'o c INSTALL CITY STANDARD CUL-DE-SAC L ��
Nci PEDESTRIAN RAMP AT (GRAVEL SURFACE)
.1� NSTALL CI7Y STANDARD PT = 7+3 75 3 „yj" ALL ICOG.NCRONS AS
2 h V DWG.N0.07529-8 INSTALL CITY STANDARD
DEAD ENO BARRICADE �t (TYP.) {1
�� O.D.G STD.DWG NO.098f0-2 ` o GO.B.STD.OWL.NO. 09810-1 _
cl) DEAD END BARRICADE
1 N AT ENDEND OFRETE
PAV£MENHEADER
!v SEE DETAIL 6 ON sH£ET CIJ .B
QO�PP��J � t�^0 QP�?ya �1��� {GJ' ® INSTALL TYPE6I si1�T MONUMEN' 1 0
C.O.B.STD.DWG.NO.02529-3
INSTALL NEW 6'WIDE DOUBLE GUTTER
x ,� �T•y, O , b. 0 �-�.�, ,�x O rP �F, y'C�' P INSTALL NEW COMBINA nON- CO.B.STD.DWG.NO. 02529-1 rr O >Q W
STOP/smEEr SIGN
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Ilk
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�,/ Q• P�,� >s=_�_���e \ 'hx/0o g�a� �w x x^"�.y�y°+.
SNAPDRAGON STREET OLIVER STREET
Tao vc 4770
ASTER AVENUE F'I
Cx,..^,C2• P,{c%��•Ca�`Q.��. ,.ExlsT.STREET rr •.`Oi ;y'
IISTOP SIGNS
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$ 4�h PROPS 0; � �y +9�F?'pJ���' Fti
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- �-EXISTING GRADE a - _ - ����
F 4770
—PROPOSE') GRADE [EXISTING i ,I_ - ---I -4/60 4760 GRADE) _ 1. --- -0e4l�------^- ---
-_fXISAMC-GRAD£ o�O�V�'oa A O
100 VC
Pw STA. � 7+75.75 Rq _
1 I.'�' �,^+�Q Pw EL.L476786 I PW STA. =5+24
0+00 1+00 2+00 3+00 214766.3
ROAD PLAN & PROFILE
PwE. 1�6 ROAD PLAN & PROFILE A4760 2. - .-�
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PROPOSED GRADE _ -P� - ----- 100'VC PROPOSED__-FX/SA/_y �A� _ 06h•Q,F''a��'e
PW STA. =5+24.83 „ 'C^ qOE - - 0����� �VO�y, Drawing Date: 1118100
5 - _
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10/4/89
P
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MAW A.
Go 9 1i0018 BLOCK 1 DU
Y Y Y o No. 951BES
.'.J �` n�Q l❑ '� U O O O y INS
City STANDARD PED RAMPS STORMWATEIt ��., r N W �'^'c^ •
m m w DETENTION i� - _.4 - - 1 LOB.
STORMWATErr ° _-— -- - GO(O
o �_ DETENTION{ BANK -� -' a 4 `r N Sheet 12 of 13
oLr � V ��.°J -�� ns stiTMt""sE>e"aall A _
Q ri \ PHASE 1
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wed Scale In Feet „ F
100 0 100 0
n 30 0 30 - ND1E
1 B�OCj1� 21 Scale /n Met¢TB PILM TIE HOLES ARE CAST IN SECTION T SECTIREQ*DONS.
FOR TYING
FLARED ENO SECTST IN ADJACENT SECTIDNF U
1Y Q
3 8.p2 or
20'
JF,75 `N1 w o
38,3?,W
„yU,7„i,.bSi `N09EXI5TING_GRADE Fi
`INSTALL 4�OF 3•/.�4-ROAD MIX TONGUE END ON INLET /Ip Nw
COO7RMO1WN Now@ GROOVE ENO ON OUTLET con
t.CONTRACTOR TO CONSTRUCT DITCH IN ACCORDANCE A�A'T)KN.SWIM V�
NTH THE DETAIL SHOWN ON THIS SHEET.
MINIMUM DEPTH SHALL BE 2 FEET
M I NIMUM BOTTO 'MOTH SHALL BE 1S FEET JTRAIL CROSS SECTION FLARED END SECTIONS
M a
MAXIMUM SIDE SLOPE SHALL BE 4:1 C1I SCALE:1'.V-0•
2.CONTRACTOR SHALL PROVIDE A MINIMUM OF 6'OF
H T [ally. WALL � C12 NTS
COMPACTED TOPSOIL LINER W1THE DITCH CROSS S3 RIZ sAN 90 (T) i00TT
SECTION. THE TO
SHALL BE MIXED WITH TI sna" pro' Cie a /: rR fw�
IX- BENTONITE BY VOLUME. BENTONITE SHALL
BE THOROUGHLY MIXED WITH TOPSOIL PRIOR 0 TO J
PLACEMENT LINER 5HALL EXTEND TO THE 1 FOOT \. O
1'
FLOW DEPTH LINE AS SHOWN ON THE DETAIL,
NATURAL GROUND
ROW DEP pT T� ASS'
COMPACTED BACKFlLL(TYPE A) PA
133
PPROVIDE 6"COMPACTED- 6 MIN.BEDDING(TY E 1)
TOPSOIL TO FLOW DEPTH
O
1 DITCH CROSS SECTION DETAIL
cz SCALE:NTS /G
+ I LAYING LENGTH I 9y/"J'��,Y'r�y�,y 47?_- rTT
S "11 J " 1z hNil
I'MN.BEDDING SPAN
�L'Dall• ati FOR CFS _ -
id R11111 AL=o11GM 71 O
A� TER DEPTM 1G"
CONCRETE ARCH PIPE GRADE _WA-- 5 ss
az 0
SCALE:1•.1'-0' _. - -. - --- EXISTING___---
pTH FOR 77 GFS _ ---"'---- 4:1 SLOPE 1,991% PROVIDE 6"RIGID U
WATER DEPTH - INSULA ON UNDER
___ -- 0.90•DEPTH CULVER AT WATER
----- ---------- - - _`------` ---` MAIN LQCA7ION �P�
�{FOR 86.5 CFS �a`SE I1�
WATER D - ),117 i.f0'D P7H WA PROWDE gg RIGID
G ADE�_�-- ----- INSULATION UNDER
EXISTING GRR - MAIN LOCATION4TER O5G1 k
4740 -- �- 1.22•DEPTH
X4 VID T. 4740
2. - -- - - -g. -_�. ��
8 _ � czWA
0.487f. 3 ti 3 0 ; p PROE k8• 3
~ LONG RIClO
3 9 3' a O 13 ti ti ti 0_-ti ti i ~a13 INSULA IIDN UNDER
o
m � Om � CD CULVERT AT WATEM° m $ m $ m �'Om o DOaim (0
m o o N a s MAIN LOCA7IDN m m y v o v N TD 4730 '�� Date: 11�8/00
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i ,Z+00 10+00 8+00 6+00 4+00 2+00 0+00
4720 �' ,4+O - 47?: AB12
0 28+00 26+00 24+00 22+00 20+00 18+00 '6 �.; C`
DITCH RELOCATION PLAN AND PROFILE �L���y�TL��
"-0"VERTICAL) AS VVIw71I1W IGL
10/4/99 a98197
4"CONCRETE SLAB
EASEMENT ALL STREETS EASEMENT VARIES 5 1' 5 snEwA1K 55'HOULEVARO
_ IFCO STYLE S(SOLID COVER) TRENCH GRATING
JC -SJ TOP 4" OF BACKFILL WITH STYLE B FRAME(OR APPROVED EQUAL) MARK A.
EXPANSION JOINTS
185 _ +a5' S _ s' TO BE TOPSOIL CHANDLER
RApt/4"/FT 2%SLOPE 2X SLOPE 1 4TOµP� No. 93/8E5
3 SIDEWALK SIDEWALK
VPRW DEPRESS CURB TO THIS LINE FOR � �' 0 NORMAL GUTTER LINE
3 ASPHALT CONCRETE CURB DROP. TRANSITION LENGTH (OUTLET CHASE ONLY) -
SURFACE COURSE 3"OF 1 1/2'MINUS R�
4 BETWEEN NORMAL h DROP CURB w �a
6"of 1 1/2"MINUS GRAVEL BASE COURSE - SECTIONS SHALL BE 5-0
GRAVEL EXPANSION JOINT Sheet 13 of 13
' UNDER CURB AND GUTTER3/4"/FOOT
GRAVEL BASE COURSE -�--� SLOPE LOIV
FL .2 REmov
OVER 9'PIT RUN -_ _ s �' _ _
i NOTM "I T _ ` � CONCRETE INLET APRON
< COMPACTED SUBGRADE 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC.02528 - ----- ----- INLET CHASE ONLY) ti o I�NM
AND C.O.B STD DWc 002528-1. C.O.B. STD. DWG.NO. 02529-" qq� a/laivc
2 SIDEWALK AS PER C.O.B. STD DWG. #02529-10 AND 002529.
3 FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. DROP CURB HEAD el ` .�
3 (TOPSOILING k SEEDING ON CUT k FILL AREAS ON -- BASE COURSE
i PROPERTY SIDE OF SIDEWALK) ' CONCRETE CHANNEL CONTRACTION JOINTS NOTES: ww2 6
4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE DIMENSIONS W AND H VARY,SIZE TO BE DETERMINED BY ENGINEER '-7 8
CONDITIONS AS REQUIRED BY ENGINEER. - - IFCO STYLE S(SOLID COVER)TRENCH GRATING BASED ON 25 YEAR EVENT,BUT NO LESS THAN 6" AT CURB OPENING =
GRAVEL SEWER ACCESS ROAD (LIGHTWEIGHT NON WOVEN �� WITH STYLE B FRAME(OR APPROVED EQUAL)
GEOTEXTTLE FABRIC CONTECH C-45) - `NEW CURB AND GUTTER CONCRETE SHALL BE M-4000 �D
_ - - tn
EXPANSION JOINTS COVERS MUST BOLT DOWN TO FRAME
1 INSTALLATION REQUIRES CITY SIDEWALK PERMIT
q�gpf 2%SLOPE 2%SLOPE GµPOES CURB EXISTING
SHOWN WITH3° - 7-1/2" MINUS CRUSHED GRAVEL y o
fs VAP. 1 1/2- LIP FOR DRIVEWAYS 9" - 6" MINUS BASE GRAVEL IFCO STYLE S(SOLID COVER)TRENCH GRATING TROUGH/1
3-OF 1 1/2-MINUS NTH STYLE B FRAME (OR APPROVED EQUAL) (SOUTH SIDE OF ROSE STREET TO DETENTION POND NO. 1)
GRAVEL BASE COARSE
H=6" W=24' W+2 1/2"= 26 1/2" v
9'OF PIT RUN �1 CUR_B AND GUTTER DETAIL 2X EXPANSION JOINT
GRAVEL BASE COARSE PROVIDE EROSION 411 MPX' TROUGH R I]fj J4pJ
AB13 NTS CITY OF BOZEMAN STANDARD DRAWING NO. 2528-1 CONTROL AS REQ'D FLOWLINE 1.5%MIN, '� (NORTH SIDE OF ROSE STREET TO DETENTION POND NO.2) v .3
COM PAC TF�`;U PCP Af'F --
H=6" w=6" W+2 1/2"= 8 1/2*
1� TYPICAL STREET SECTIONS
"E"(5' sl°
AR13 SCALE: NTS SCHEDULE _aNt�t°� 4"easE COURSE��
NOTE DESCRIPT10N CONCRETE STORM DRAINAGE INLET CHASE
ALL FITTINGS TO BE DUCTILE IRON END PIPE WRAP AT EDGE OF CONCRETE
AND HAVE 250 PSI RATING. 4'Lx4'Hx5'W RUNE THRUST BLOCK THRUST BLOCK (BOTH SIDES) ® 8"x6"REDUCER FLxMF:, I - IJG NO. 02529-14 W
(TYPICAL BOTH SIDES OF ALL PRV'S)
ALL PRESSURE REDUCING VALVES, ® 6"x6'x3'D.I.TEE FLxFL(PWSARE GAGE NIIN L MAIXH VALW)
WILL BE FLANGED, GLOBE 1Mao ilElY WITH p4 O 12" O.C. EACH WAY
AND DUCTILE IRON. (5 FACES,EXCLUDE BOTTOM) ® 6'GATE VALVE WITH HANDNHEEL FLAIL(PLUM GAGE■IR InATILW VALW4)
4, ® 8'Z-LOK WALL GASKET ALL SWALES TO BE SLOPED AT 1%TO PONDS
m 6'PRESSURE REDUCING VALVE FLxFL UNLESS NOTED OTHERWISE ON PLAN l
_ �G' Mw ---- - -m 3'90'ELBOW 1--1
6"I 11" I 16"I 11.5i 14" 20" 12" 11.5 16"' 14' 11' 6" _- __--- - -- --. .. __
iT—F-1 � '�1� O 1
1 1/2" w ® 6'z6'z3'D.I.TEE FLxFL(PRESSUtE CALF OM ISQAIMM VALE)
(TYP) PROVIDE 6" COMPACTED JJ
8'D.LP. 'I 2' w ® 3'z2'RE TOPSOIL TO FLOW DEPTH
® B _ m ® ® i_______- r-_______ __„ O m 3'GATE VALVE WITH HANOWf1EEL Fl.o3L
OUTLET �U'� C �L ® JIB J ® 2'PRESSURE REDUCING VALVE
i SWALE TO DETENTION PONDS pt AND p3: 6" WIDE BOTTOM x 6" DEEP
20 LF OF 8" D.I.P. <
(250 PSI)FL x FL N
BITUMINOUS COATE
nSWALE CROSS SECTION DETAIL
IFOC p 714 OVERFOW GRATE SLOT WIDTH
a .-�
FL x MEGALUG FL CONNECTION 0.20'BELOW BERM ELEVATION POND p2: 0.021'
POND p3: 0.033'
STANDARD PUSH-ON JOINT W
® ® BERM
NOTE: 8'D.I.P. PE x PUSH-ON B TOF POND ELEV r�
3/4- PRY BUILT INTO 6"PRY VAULT p1: 6'PRY-MODEL 9OG-48AB(CONTAINS 3/4"BYPASS) FABRICATED STEEL -max
m 2"PRV-MODEL 9OG-01AS 8'INLET GRATE NOTE vl
;SUMP, VAULT p2, 6"PRV-MODEL 90G-01 AB POND 1 _8k; SEE SHEET Cl FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS
2'PRV-MODEL 9OG-01AS
----------------------- --------- � EXISTING GRADE EXISTING GRADE
PRV VAULT DEMON PARAMETERS: 9 ' +�;" cr., LE'✓ OUTLET PIPE PROVIDE RIP RAP AT ALL I 4,1
1- SUBM T SHOP DRAWINGS AND CALCULATIONS STAMPED BY PIPE OUTLETS TO DITCH r
AN ENGINEER LICENSED IN THE STATE OF MONTANA TO _
THE ENGINEER PRIOR TO FABRICATION. -
2 RENFORUSING A sH TCONCRET+:LLT SHALL
L BE DESIGNED 1 4' 'H'CK PPECAS'CONCRETE 9 TYPICAL DETENTION POND DETAIL �I
_2-� 3. LEAK PROOF PRY VAULT MAY BE CAST-IN-PLACE OR PRECAST. - O
I \A813 SCALE: NTS
FRAME AND COVER TO BE IFCO 773 FROST PROOF I1
MANHOLE RING AND TAMPER-PROOF RESISTANT 1tp WEN' ,«_ - 44"OIA.
BOLT DOWN COVER. ATTACH 4'OF EXTRUDED
SHOWNn EN OBOARD TO INNER UD AND LOCATIONS DIRECTION TO CENTERLINE OF ROAD 11 PONDS N0. 2 AND g OUTLET DETAIL FRAME k COVER TO BE CAIRD NO, 52441, O
MCI 305 FRAME, 305 A COVER, OR
FIRST ACCESS LID COMPACTED FILL TO 95X OF STANDARD -PROVIDE 2"DEPRESSION IN VAULT C5 IFCO 772 FRAME, 772-8 COVER. r^
PROCTOR DENSITY AASHTO T-99 -' BASE FOR WATER REMOVAL SCALE: NTS VJ /y1
' — (COVERS SHALL HAVE 1" PICK HOLES) If_\�Y]I, 1fr'.+-.•/1y
SECOND ACCESS LID A
(TYPE "A' TRENCH BACKFILL) 10-0
U 1
OUTLET PIPE, 0.30 3'MINUS RIP RAP {— Q rHANNEL` VARI CEN' con
- - ADJUSTMENT RINGS AS REO'D - - - r �zai MALL.
24° MANHOLE RISER WATER m O..
TIGHT
W W
48"I.D. MANHOLE PIPE (ASTM C-478) HATCHS POND DEPTH N
4" THICK EXTRUDED INSULATION BOARD
4'Lx2'Wx6" DEEP SEDIMENT COLLECTION AREA < 9
j (gnsHTO SPFC - POI vs-YRFNE M230-70) - -- SEDIMENT TRAP
.o ti 16'O.C. 24"MANHOLE RISE (TYPICAL ALL PONDS)
0.60� - - �� °5 CHANNEL TO FULL
TOP OF BANK WATER SURFACE 0.67'
PIPE DEPTH
AT JOINT DOUBLE 1 1 2" 48"MANHOLE RISER - - 'y SECTION A-A'
L5' 6" PVC PIPE 0 3.30%SLOPE STEPS O 16" O.C.
DIA.CONSEAL(TYP.)/ N PRESSURE PROVIDE RIP RAP AT ALL�� -- -- NTS
�0 BETTINGB PIPE OUTLETS TO DITCH
ix PRy r" VAULT p1 I - -„--
PRV o 8" 50PSI — 5 POND NO. 1 OUTLET DETAIL —PRECAST REINFORCED CONCRETE MANHOLE RISER
CONSTRUCT EXCAVATION SLOPE`., I O � � AND ECCENTRIC CONE TOP MANUFACTURED IN
OR SHORING AS REO'D BY OSHA P
gZ 2' SS PSI C5 SCALE: NTS ACCORDANCE WITH ASTM DESIGNATION C-478
APPLY CONSEAL CS-55 ---____ 3/4"60 PSI NOTE-
DAMP-PROOFING TO OUTSIDE F AI L JOINTS BETWEEN MANHOLE SECTIONS,
OF PRY VAULT STRUCTURE VAULT/2 ''{ MANHOLE RING AND TOP SECTION, AND AROUND
OR APPROVED EQUAL A, 8' 48 PSI MATCH EXIST Y ISTREET SURFACE SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT
12"OF 3'MINUS STRUCTURAL FILL _�. 6. 0.. c 2• 53 PSI I tr A - Drawing Date: If 118100
WITH 0-20%PASSING THE #200 SIEVE III---
i (FINES SHOULD BE NON-PLASTIC) NOTEg U =
COMPACT TO 95%OF STD. PROCTOR PRECAST OR POURED-IN-PLACE BASE.
1. EXTERIOR OF VAULT TO BE COATED WITH CS-55 DAMP-PROOFING. l F=
2"DEPRESSION- DENSITY(AASHTO T-99) 2. ALL JOINTS BETWEEN VAULT SECTIONS,MANHOLE RING AND TOP SECTION AND _ POURED, MIN. 8" THICK BELOW PIPE
\ AROUND WATER PIPE INTO VAULT SHALL BE WATER-TIGHT. z
BOLTED TO FLOOR A' PRECAST, MIN. 6" THICK BELOW PIPE
ADJUSTABLE PIOR (TYP.)PE SADDLE SUPPORT 3. JOINTING MATERIAL SHALL BE RAM-NEK OR APPROVED EQUAL FOR ALL JOINTS O 1' _
1
4. WRAP MEGALUG RESTRAINT RINGS WITH POLYETHYLENE PRIOR TO POURING THRUST BLOCK. U AB13
SECTION A-A PLACE J UNDER 6"MAIN 5. STEPS SHALL BE NON-CORROSIVE, 12" WIDE CONSISTING OF 1/2' STEEL ROD ENCASED EXTEND SLAB TO SUPPORT ELBOW OF DROP INLET
PLACE 2 UNDER 2"MAIN WITH POLYPROPYLENE. STEPS SHALL WITHSTAND VERT. LOADS OF 400 LBS AND PULL-OUT /�
RESISTANCE OF 1000 LBS. STEPS SHALL BE AS MANUFACTURED BY M.A. INDUSTRIES, INC. r 6 \ CONCRETE HEADER DETAIL SANITARY SEWER MANHOLE
VAULT TOP SECTION: 14,200 LBS ULT DETAIL OR APPROVED EQUAL. AB13 LL AB13 NTS CITY OF BOZEMAN STANDARD DRAWING N0. 02722-1 VAULT WALL SECTION: 14,200 LBS6. THE VAULT SHALL BE FILLED WITH WATER UP TO THE SECOND ACCESS. THE TEST SHALL SCALE: NTS AS ��
VAULT FLOOR SLAB: 10,500 LBS @=LNTS (WITH PRESSURE REDUCING VALVE) CONTINUE FOR 4 HOURS WITH NO ALLOWABLE DROP ALLOWED IN THE WATER LEVEL.
10/4/99