HomeMy WebLinkAboutThe Village Downtown -e 1,7
If
)00
`OpD
LEGEND l l l / F pLy1N d.
�1\ P� MAW A,
—SS— PROPOSED SANITARY SEWER MAIN / � I �� No.1� I
F L� / I v Q �s°°s
® PROPOSED SANITARY SEWER MANHOLE � `
e(4420) PROPOSED SPOT ELEVATION
PROPOSED DRAINAGE DIRECTION
(DIRECTION OF DOWNHILL FLOW) ��-� I / '"" :it`.: RG�EN,Z-' 10 f
/ \ D rFAR FLO00
Sheet i o 9
—N— PROPOSED WATER MAIN / IfIf p q o
0—SS— PROPOSED SEWER MAIN V./w
--x PROPOSED HYDRANT L P�
�4 PROPOSED WATER VALVE / / LT 8
ERN PACIFIC SPUR LINE ', e ONE �jb �ei1
< < " �"•>.,o<>a W?. 9•�
PROPOSED STOP AND/OR STREET NAME SIGN / / •♦ \ zza13'so ET 1 •`; �\ Fj
/ 3.1913 ACRES .
-- PROPOSED CURB AND GUTTER a / / `•\ C y ••`;,�•\•� � W co
1 m
PROPERTY LINE / / d� idd •�!
Q PVI SYMBOL
---------- SWALE
1; EXISTING SANITARY SEWER MAIN / ` '_ 1 e i j 9 w
I
(y EXISTING SANITARY SEWER MANHOLE ��`\ Dqv4 t � \00
--W-- EXISTING WATER MAIN
" ,' vA ATED
/
If
vI c I N I T� nna,P 4/ /,LOT 2• ♦O ..��� - I"__ .
FOR
e
SPA
-I a _ �, �/ •°YA, a ,' ✓ �O1 } - ,,, r°°'
/ •Alec t ` Q, � 'y \
/ o!$dPbCpin O i /
� 1°p YEAR FZQDDI l `�\`o !o i \ v'♦ 9� \
I
, td> � -, �o� �ti� - � � � ENS ^�,�fs'•• v v
1
+ H /t tof �. �, �♦2 n� TRESS rLPR
r
f V
s..'
ezos AQ66-
�,�p =- McAdow Park
LEGAL DESCRIPTIONS �,Fd �. �e�` ;, � (Future)
LOT 1, OF AMMENDED SUBDIVISION PLAT C-23-A10
NE 1 4, SEC. 7, AND NW 1 4, SEC. 8, T. 2 S.. R. 6 E. OF P.M.M., �• -- c8�•� - _ -
CITY OF BOZEMAN, GALLA11N COUNTY, MONTANA ' ;-� ��'`"" - I L- ---------- ------ `••�� � O
B$ c I LOT 2A � e'ss-
9. AMENDED PLAT C-23-AAO
GENERAL NOTES e.
11
O
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS 5 5T $ � i i i I P I _LOT 2
EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATION ` FWSSS,
ADDENDUM NUMBER 1, FEBRUARY 1998. ADDENDUM NUMBER 2, MARCH 2O00 SITE PLAN W
AND ADDENDUM 3, MAY 8, 2001.
SCALE. i'=100'
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL N
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE O
CITY OF BOZEMAN ENGINEERING DEPARTMENT. N
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EOUIPMENT AND MATERIALS BY THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION,
a
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST DRAWING LIST
24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. A81.0 - SITE PLAN / OVERALL LAYOUT
o AB2.0 - SANITARY SEWER MAIN PLAN & PROFILE (VILLAGE BOULEVARD)
7. TRENCH BACKFILL SHALL BE TYPE A.
A82.1 - SEWER & WATER MAIN PLAN & PROFILE (NORTH AND SOUTH VILLAGE CROSSING)
8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
A83.0 - WATER MAIN PLAN & PROFILE (VILLAGE BOULEVARD)
9. BENCHMARK: TOP NOT OF HYDRANT #211 AT THE NE CORNER OF MAIN AND CYPRESS (VACATED).
p ELEVATION = 4811.33 FEET (CITY OF BOZEMAN DATUM) Scale !n Feet AB3.1 - WATER MAIN PLAN & PROFILE (VILLAGE BOULEVARD, FRONT STREET) Draunny Date: 6113105
4 10. ALL EXCAVATIONS TO MEET OSHA REOUIREMENTS FOR SHORING OR SLOPES. 100 0 100 AB4.0 - ROAD PLAN & PROFILE (VILLAGE BOULEVARD)
5 AB4.1 - ROAD PLAN & PROFILE (VILLAGE BOULEVARD), DETAILS
„ 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 30 0 30
AB4.2 - STORM SEWER PLAN & PROFILE, DETAILS
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. Seale In Meters
12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. AB4.3 - ROAD PLAN & PROFILE (NORTH AND SOUTH VILLAGE CROSSING)
13. ALL NEW FIRE HYDRANTS SHALL BE EOUIPED WITH MUELLER HYDRANT DEFENDER SYSTEM A B 1.
CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS.
0 14. CENTERLINE OF MEDIAN IS 0.46' ABOVE CENTERLINE OF ROAD PROFILE.
MEDIAN TOP BACK OF CURB IS 0.34' ABOVE CENTERLINE OF ROAD PROFILE. AS BUILT
15. CONTRACTOR TO INSTALL 2" CORPORATION STOP 2 FEET FROM CAPS OF DEAD END WATER STUBS 1/31/05
FOR TESTING AND FLUSHING PURPOSES. REMOVE AND PLUG HOLE AFTER TESTING IS COMPLETE. ---- - -- --
e
�4
'8
AGE AND UTILITY EASEMENT • 1PARK
E 1 N91SBES
�^�, I �E
LOT 1 I 1 1
enDA
Q� 01i + • 1 j 1
57-
Sheet 2 of 9
( I egr
LOT
�, A7• �� .Q �. � L
fiPT tip 6 IIf , 1 Cb a e aios
103/ �L C> �� }' I 5 ��'/ 0 11 � �o nro
E \
4789.15 F F, 1'��� 1, 'Ell
o
rt'11n5n NT IV cli
I�•
w R{�[1 479R07_I liQm
\+ + I \ �� I + �, 2a��3c� PEA�1y �' ➢ o� ��
P 4 z
"`1' v V cQi i 2U2 a
12 unn
W
PLAN VIEW
VILLAGE BOULEVARD SCALE: 1'=50'
4500
all
4790
PROPOSED GRADE - _
3/4-WATER SERNCE(TYP.)
3/4-WATER SERVICE(TYP.)'
W/2'INSULATION OVER
�SEWER MAIN ` ` NEW 8•WATER MAIN .j a1 k11y�' - - 4780
F.L. = 78-25
m 2
396 LF 8 SDR-35 PVC SS ®0.4607. I
: - h _
250.81 LF 8" SDR-35 PVC SS 0 0.367% \ Q'
1 [Tll
4770
' fig, p`�y�,4yya1g90
4" SEWER Si
LT RT "� As" Q O
4+22.3 4+18.3 0676j9
4+24.3 4+20.3
wJ 6+17.3 6+19.3
+89.3 6+91.3 J NEW B'`yIA ER ��Q,a1 is►l lah
6+89.3 6+91.3 5 - - � - - �p`a�°!` � --- 4760
7+25.3 7+27.3 . 4� 3`
7+61.3 7+63.3 F.L. _`56,16 MAIN
7+94.3 7+96.3 (o
8+33.3 8+35.3
--- 23•�?�, NEW 8•WATER MAIN - 4/50
SD F.L. 46.03
0
R_35 PVC S m� i
g ¢ EXISTING 14"SEWER
F.L. =44.52
4 -
� ----- - FIELD VERIFlED
= a a x $
m � g � � o �' x ffi Drawing Date: 6113105
4+00 5+00 6+00 7+0D 8+00 9+00 10+00 11+00 12+00 13+00 14+01) --
15+00 16+00 17+00 _— -_ 15+00 _—
� (7)SANITARY SEWER MAIN PLAN AND PROFILE
AB2.0
o A82.0 SCALE: (1"=50'-0" HORIZONTAL) (1'=5'-0" VERTICAL) AS BUILT
jE LMI05
Aviv ci 4 NARK A.
/ / • _ +y // / NO. 95 m
Q /: Y 11r177Nn EASEMENT
Q • - 00 \^ // Sheet 3 of 9
it 11
0 •- +O / --- / 9
e is'
B
FX.=4 93.93 ! r _
-47 2_ FF4 9ci i =47 3
m'
PLAN VIEW a1:5
e ' SCALE: 1'=50' °' c
N. VILLAGE CROSSING S. VILLAGE CROSSING 1 2
- v W
---- .4" SEWER SERVICES N$ z )
1° ?1 ya1 0h° a� �� 10h 100a111 ', LT RT W
R h 1 a
4790 P OAOSED-GR � - -- ax� a1�a11 a6a` ex�tf°yam 1+36.4
AD � � � Z.� 11 1 0��.. 1+36.4
GRADE 1+72.4
2+08.4 7
2+44.4
.-
-------•- Ex�SN- ----- 2+85.4
nc
-- - --- - _ 3+16.4
4+62.5
4+98.5 O
'� EXISTING GRADE !�/ 5+70.5
--- ---- - ---- 5+70.5 a
6'V(AIER li -- 6'WATER '.
4 WATER "4'WATER 6+06.5
4780 6+425
A
6•WATER 1'4-WATER - _ - 6+73.5 � ^�
6•,WATER I,{ WATER 1'Qy,
NEW 8'WATER MAIN i \
f 1. - ]].50
m
301.52 LF 8" SDR- PVC SS 0.872R 268.57 LF 8" SDR-35 PVC SS 0 1.0397 a
B"SEWER SERVICES
LT RT
- 1+07.4
3+01.6
4+60.5
6+55.5
0+00 1+00 2+00 5100 4100 5+00 6+00 7+00
o'Z- (��7)SANITARY SEWER MAIN PLAN AND PROFILE
SCALE: (1"=50•-0' HORIZONTAL) (1'=5'-0" VERTICAL)
C1'o i0 p �O� �TJO
C'PSOQ-p,1h��`QJ ,•
a ETA
0., o
VILLAGE CROSSING 0+y�
Q°1 03 ����°y S. VILLAGE CROSSIN �� 1 ?°
0
+O�Q `' 0 3/4" WATER SERVICES
6 -0----- LT RT
ah cR' 0,o v
4190 PROPOSED "iry1P J� 0+90.4
GRADE ��V
a P 1+26.4
GRADE E' 1+62.4
pROR,OSED 1+98.4
2+34.4
2+70.4 Q
-- �`- ___ -- ---- I A� - 3+06.4
4+08.5
S+08.5
251.5 LF OF 8" CLASS $1 DIP WATER MAIN EXISnNG GRADE 5+44.5
_i ---- "- ------- 5+80.5
4780 F.L. 6+16.5
_ _ - �126 LF OF 8" CLASS 51 EL-8133
---- _ _� DIP WATER MAIN 6+52.5
6 6+88.5
251-5 LF 0,84, CLA6S 51 010 WATER MAIN ,hi�si�S
a
e rya6�Q• a'SEWER CE(TrP.) •�\y °-°'s E.�=78-25 x> s�'7i0 VJ
9 G 0• 1� /Aj�Sf ? 4'SEWER SERVICE(TYR.) 9jti ON B-
8 +k � - N F L.Ew 8'74-86 SEWER MAIN 9�s 91�C ' �!F'�Os+*• 2" WATER SERVICES
I = F
G x ,gyp 1R.
F.L.=7&25
p «+p o O C+ a LT RT
o fig. VP� ToLP + 4 ! s r 0. 0+92.4
Ox -`p 4,4, ._------ - a 0 �i^ 2+72.4
m x1h'p��Y�CP�cj -- -- -_. 4+74.5 Drawing Date: 611310
W P`" g p.m ''L 51 •F P�? o o�, o m O 6+83.5
m III S om��yt�y� .nm gm mn �� �n 99$
Fo
0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 AB2■
WATER MAIN PLAN AND PROFILEAS BUII,T
Aez.1 scALE: (r=so-o HORIzoNrAL) (1 =s-o' vERncAL) LBLU
#02026.3
LOT 1,
1114,'1
fly ,� Bo°v=tlAD m -mil_ 9'' (11 N
c 1( 4 - T 1 3T� MARK A.
>r F -
ANDLER
4789
--- --
_
7 F. F. 92.
lee
;` _ __ _l2•-4ITfLRY NT 8 ��r� �FCI S1EP.fiY
- - ,
_sue Sheet 4 of
TII EAS=� �'tN 3t`A ---- T -T -'-- --- .F. 9.75- --- - -- - -- - -- - --- -
\SlIAd�
09
A Al
PLAN VIEW
SCALE: 1'=50' y
7
's
4io 'br
VILLAGE BOULEVARD
1/4. WATER SERMCES
L R
4+10.25 4+06.25• 00 �2 7iOJ 0+0 �p�0��06�0 ``�•�\ t �`'_- -- -- -- - I - <
4+12.25 4+08.25•
5+98.25 5+94.25 •' P�Q(2.J� L1, NG'GR i O
6+32.25 8+30.25 oyo�a yQ`15..__ �`���Pt'CTp"6+68'25 6+66.25 4790 - <ca
7+04.25 7+02.25 ��,0 - - 1i1/
7+40.25 7+38.25 6}0 PROVIDED 6'THICK x 4'N1DE v 32'LONG x(-1
RIGID INSULATION UNDER CULVERT AT `
7+76.25 7+74.25 WATER MAIN LOCATION
8+12.25 8+10.25yo 4,' PO,(a,
k. pROPOSED'GRADE i o -
• INSTALLED 2' RIGID INSULATION _D? -- --- - _ - ,�0 POp tit
OVER SERVICES AT SEWER CROSSING - _ - - -fig' �Ay1 ► �-
--
E10STING GRADE _ 0
ELEV. 478325 ZRRCROSSING
4 12 384.55 LF OF ' CLASS 51 DIP WATER MAIN �1p`
x PROVIDED 2�THICK v 4'WIDE 8'TONG
/ RIGID IN TE MAIN LOCATI WIDE
AT •4 SERVICE(TY}.) 1 1 I 1 - `(" •r
4780
80%CULVERT NEW 15 PVC I V1 F.L.- 76.35 F.L-78,15
E.LS I G .2 WATER
CO 77.21 i m 2 1 F.L MAIN 79.76
CONTRACTOR TO I EXISTING e'SEWER
FIELD VERIFY I F.L= 76 51
CONTRACTOR i0
� FIELD VERIFY
F.L 88 4'SEWER SERVICE(TYR) - � °�' NLIN 8'SEWER MAIN --
. -73.1a 530.3 LF OF 84 CLASS 51 DIP WATER MAIN ,q��� P ` F.L- 75.03 �
I /\ _
SEE DETAIL/2 EL. ( 0 F.L.MAIN-78.46 �h�'1'�Y .`.
1
ON SHEET AB4,3
4770 T� VJ �'S.va9.lhj - / ����' F.L.CROSS= 78.25 k �y
93. LF OF 8' CLA+- -�- -_- - - - - �yJl
51 DIP WATER MAIN
45`r^ 1• .tN `'O„+' 1h�.�°off P5��4, O''1l�,0 ,�d' t
I--�1
O0 355.9 LF OF 8" CLASS 51 DIP WATER MAIN 1
INSTALLED 16'0DIAM,-18 0.TO S STEEL CASING h F -01 FROM STA ANA R TO STA 0+66.0 -
SEE MOND CROSSING
RAIL LINK PERMIT
FOR RAILROAD CROSSING REQUIREMENTS
R
OF G�
4750 �` SHALLEBEO AINGaAND FOR THE
JACKING PITS AD TO TO BEOASINGMINIMUM F.L 68.
OF 30'FROM CENTERLINE OF THE CLOSEST TRACK. CASING PIPE - -- ----
ENDS SHALL BE SEALED.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING RAILROAD PROTECTIVE
a` INSURANCE PRIOR TO THE INITIATION OF CONSTRUCTION.
m Yd F IB F n Drawing Date: 6/
m m <
m m
r
a e � r n
m n m m m m r o1 oS
^ m n 0
n r n ^ ^ a
v • ♦ ^ n n n n Q n F n
m 1+00 2+00 3+00 4+00 5,+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
WATER MAIN PLAN AND PROFILE
AB3.
A83.o SCALE (1'=50'-0 HORIZONTAL) (1'=5'-0 VERTICAL) AS BUILT
s
1131105
02026.3
I
- -
FCI STf
of kgW
y1 f S D 3Y1 ,WIDE G VEY
o� -�� - - RFACED ACCESS ROA- - \ N;TALLED 24' WIDE REINFORCED RUBBE RAILROAD
. / _ .-COORDINATE WITH MONTANA AIL LINK Sheet 5 of
N\REY WIRE_
CDG
daft 2
a ,
• P �I 5 L '' ' / "�P x — < ��� ILL 21 =tl ra
LF OF
4T4
D--
C p J 1l
Cl it U .,
x� ! i / \ ytOF opt` ;� / o P�� �� 1a toR'st•Qo=
y�Pa�O III\ \ -- - � d� i
Q, IS
V \ °q
PLAN N VVIEW H b
SCALE: I' VILLAGE BOULEVARDF�' o SCALE: 1-= Nz-
4800 '
x
wok od
P��JppQ-
Q, 4790
4, O �P �• �• J°
+0
I�r
mix - - 4780 ,`�? Q-
h00P� *.'� ^,L+O
t
�+\h^y�5 '�+oP° J oo y�y�P�y ,e��007'
'C b•J• 0 5 a �y4.
h[��ci�P4S'Oo
px 0 P�56
I�� •t� 2� 0(2h5�� .� y0 JOy ?y pJ�j7' O ZP INSTALLED 20 DIAM.0.375°STEEL CASING
FROM STA 2+85 TO STA 3+85SEE RAIL
4770 t*�'•r, �h�OP FOR RAILROAD CCROSSINGINK REOUIREMIENTS
FRONT STREET ?�p�' w 0
_.t. h �ti O`" ♦ 1�OP4-qD1 h 11 .O�CZ' 4760. _
° PROPOSED 20' WIDE.GRAVEL ACCESS RO D RR CROSSING
TER MAIN . 1
0 , 1t ` NEW 4'.10'E%IST. 6" V oxJ \ G 4760 cuwWATER MAIN VIM GRADE :R I rt W
0
Sy ♦ i y MVP - - \ ,' -_-_- � � � �
h _ PROVIDED I TNI 32'LONG
_ \ PROP .{c 4750 - RIGID INW TER AI LOCA VERT Iji
' OSED E ,h6
'. F. 81.24\ Ap � SJ � F.L.
ISTI G GRADE__---_ -
o�
.`O 260.35 LF OF 12" CLASS 51 DIP WATER MAIN m
G F.L.=55.16 NEW e"SE 10 I I.. F.�-45.72 ._._
F.L—52.00 4750 EXISTING 14 SEWER
TOP4 251.7DIP TOER2MAINASS 51
x .\' F.L=50.27 CONTRACTOR
TO FIELD VERIFY
�- F.L. =48.59
b� 373.25 LF OF 8" CLASS 51 DIP.WATER MAIN 'L1c� % °p 4740 NOTE: THE METHOD OF CONSTRUCT10N FOR THE RAILROAD CROSSING
F�ISTING14•sEwfw •L=4359 OF 30 BE JACKING AND BORING. JACKING PISS K. C A MINIMUM
?P�?♦ OF S FROM CENTERLINE OF THE CLOSEST TRACK. CAW PIPE
m x F. =47,37 CONTRACTOR TO FIELD VERIFY ENDS SHALL BE SEALED. Ills a I °j +� yhti� 132.45 LF OF 8" CLASS - INSURANCE CONTRACTOR IPRIOR RESPONSIBLE
TO THE INITIATION OF OBTAINING
CONS RAILROAD
TRUCTION,PROTECTIVE
_-
0�N` 'Z ..-..-.
51 DIP WATER MAIN ^ m,ax 4740 p o $ +rn
t.j o �GPe°�° B
Drawing Date: 61
0-50 0+00 1+00 2+00 3+00 4+00 5+00
5 +00 13+00 14+00 15+00 16+00 17+00 18+00 18+00
n WATER MAIN PLAN AND PROFILE
r, �WATER MAIN PLAN AND PROFILE AB3.1 SCALE: (1°=50'-(f HORIZONTAL) (1'=5'-Cr VERTICAL)
A83.1 SCALE: (1'=50'-O" HORIZONTAL) (1"=5'-IY VERTICAL) AS BUMT
R 1/31/05
s
s
\ _ N\ \
(wqq (oo.a (9i'm i
- Q
�0c ' LOT 1
ov:I
a` O�kx ,�' x ,v 47• mt
=n
- _ --- - rc - ---- --- -- - - - - II Sheet s
E
- F.F�478975 F1`�4
�z J
a
��2�--- --- - - - - -� -L L------ -- - -- - ---Ir ITDCRY
1 � � ,r Sh t of 9
-- - — - --- • •
coN ` ,rnim
\ ti � 4 02
o _ - ' moo
�ry 121T1L-
i fLE1T- 8 - --------- ---- 12
---- r - �= - --- - -- -- -- -* --- --- ---- --� -U➢U -LY , W�
r O 2. CHT • •
FL N 4 �4$9\ ( _;
1�°a9 c?�3M v e o P ! Ir r r r r
Li3T MIN,
VILLAGE BOULEVARD PLAN VIEW
SCALE: 1`=50' � --� II
4800 - ~p - - --- _ HIGH POINT ELEV=4788.38
Q �pp� c'\•�pr,. `_`\`e,V/S -_ _ _- HIGH PA STA=ONT 10+70
8+85.34A.
PM ELEY=4789.62 q
LOW POINT ELEV= 4782.25 M1 KO=51.06 1 a'
-- ----- - -- -- I -- +- -
CA LOW POINT STA=1+87.55
1 F� PV1 STA=2+00 50.DO' VC
�P ,ti0 PN ELEV-4782.12
A.D. 1.50
.01
4790 `Ni' ..o � a � __ PVI
y� I 555
50' CROWN O�ti�4�0p 75.00' VC I b p"
�Ji Q 7(�� PROPOSED GRADE
TRANSITION
--i- �= ti
s
-0.50 `PV - .h °�� a
Iy
{?
4760 �o PPo yS�Q.° �o�s
Q O 9
�'L 'h9�pso6, 50' CROWN
,x6`1•,p1 ,B? x ??�"-k Pao o r �J6 TRANSITION ' r^
0
°cl i
4� 1
STALLED!4'x12'X100' Q� 'M 1�6
a
Ono OX - -- — - _
CULVERT 0 f
L
F.L. 76.43 x
��Ps�oti^ `�x 1ryyt� ��29 O
x�. i0 ek�0w1\'��
4750
I
hm
mW ^ a0 Y m;l ^w m� �'.R RIP
9 - - - Drawing Date: 6113105
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
m'
CENTERLINE ROAD PLAN AND PROFILE
n A84.0 SCALE: (1'=50'-0' HORIZONTAL) (1-=5'-F VERTICAL) AB4.
NOTE: i GRADE SHOWN IS 3% CROWN EXTENDED TO CENTER OF RIGHT OF WAY
TOP BACK OF CURB ELEVATION IS 0.38- BELOW CENTERLINE AS BUILT
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
TOP BACK OF MEDIAN CURB ELEVATION IS 0.34'ABM CENTERLINE
= FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
ro
2026.3
r
�hMANC A.
NO, 951M 4
o
i Sheet 7 of �o ee of 9
+ •
% ' `' ro
I
AL
----- --� as)yy \ ---1Z➢DUTY. �qq r1dA
as em
F < i - 1 9 * PLAN VIEW
�� 13
+ I VILLAGE BOULEVARD
`C\ 1 / I j SCALE: 1ZL
PLAN VIEW �� y
SCALE: 1"=50'
VILLAGE BOULEVARD
�� Q1
47e0
4000 _ E�' 4Y �Pp�J Q�-- �� �r Q
�°k1�
I I o a
�, Qq
hti � 4790 --
j 2 TOP OF CURB PROFILE p
t-• AB4.1 SCALE: (1 50'-0" HORIZOIRALD (1•=5'-0' VERTICAL)
i 4780
j
1 PIA STA= 14+68-87
PIA ELEV=4758.00
�1 A.D.-6.78
11 I K=35.33 /' 1
- z'40.00' V
477f7 _ 11 II a
•' �y
�- �� VILLAGE BOULEVARD PLAN VIEW VLLAGE BOULEVARD w
SCALE: 1'=50'
S � s7c 4760 �ry^
0Ea h 6�G\1h V l WWW
PVI
/ ' 1 v 1.23% 4760 �1 kha.
476G
1x�4r
01 0 -12090
-1'209; � Q
4750 �z� Qa
- - ---------- ----- --
STA 14+00 TO 18+24 QP
(r- INSTALLED BX1100 GEOGRID,
I FABRIC AND 12" OF PIT RUN�gyi Gr 1y� ie�k60 .y Mryh_-_.. I_ - _. 4750
---- -- -- .0 ,r1 i 4750 {
0.
a \1x r'°'��yd,°�,Q�-°k •�� .j4 i x`l•��J 614 J'°' 1�1'.�° y Q`� PLO �/�
,1'S�
n vl n ,I
_�g Y ^x Y 0tih��J' ,fix�,�y,,°11 M1h xryh d
+ ++ Y +< a �, ZPT"ogCQ �6
o Y +» 4740 Drawing Date: 6/13
Q00 13 00 14+00 15+00 16+00 17+00 18+00
s CENTERLINE ROAD PLAN AND PROFILE +
A84.1 SCALE: (1'=50'-O' HORIZONTAL) (1"=5'-0" VERTICAL) 17+00 18+DO 17+00 18+00 ���.�
o NOTE: i GRADE SHOWN IS 3% CROWN EXTENDED TO CENTER OF RIGHT OF WAY
N TOP BACK OF CURB ELEVATION IS 0.38' BELOW CENTERLINE r3--�TOP OF LEFT CURB PROFILE TOP OF RIGHT CURB PROFILE gUII.T
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB4.1 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0' VERTICAL) AS L��
TOP BACK OF MEDIAN CURB ELEVATION IS 0.34' ABOVE CENTERLINE AB4.1
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
t026.3
i;
s .w1 •----
i 9.5" 24 ALL SWALES TO BE SLOPED AT 1% TO PONDS
'' / \' /• TO I, 2• - w aw x M um la .5'
/ 7Ry UNLESS NOTED OTHERWISE ON PLAN ,OF lgyf.
• CND 00. 2• w fM A M Is 19N
A • / _ • {^ TDr< ��. FLOW DEPTH
4'R 4 {^ TOPSOI
��� .♦ II (TYP) 3'R 4•R PROVIDE 6' COMPACTED ' ~
`_$ `- • rAr asc� 1 5^ '/ so I.9°eN L L r TOPSOIL TO FLOW DEPTH
4 No. 9511E5
_ sel
3
14 DETAIL �" �ri fA�.��
L5 (4���L�FCRQSSSECTION
o E"A"rno s�'rs06J "`T
• 4 •• o o' t• Sheet 8 of 9
0 0 0 0 0 0 0 0o 0 0 , _ \' O M 10
F(N c -12[jJ(_ CRUSHED GRAVEL pcc) 0 Op Op Op OOOp Op Op Op O000000 f CRUSHED GRAVEL O C.� -Q Q Q 0-0-0-0-0
•�€ U/5 • BASE -- s Yin. 0 0 0 0 0 ,o o�.,o..o•`o• o opopopo_ I OQOOC�OUOOQOQOQQOQQOQO
4 {
i I O O O O O O O O O O O O BASE S YIN, (} (� (� n
i 'C 0'� SUB-BASE COURSE "' I - ,�q.K"`C`: fi?�Y�.=�!�t* ,oan,. "'" s/ro
O' �ryy AS REOUIREU .� SUB BASE Cam, .; •''':." .O )15w
PLA 9 �N
AS REIXIIP m 4 / /
s e/Il/o3
�. PC SC,�LL 01d-50' 1 -�c�. C5 a so -•,zll l/w
a� in,/os
01' G.t.1ti1 1��A` "Olin COMPACTED SUBGRADE g e'^
�@ COMPACTED SUBGRADE �� y m
El
1x GPS O�'0 1 �ry �e I. SuNpaea w ha.e.rwn w v«4m Ydl owe«m to.«tioa oz2Jo(u P.w SPwq 1996 wi) 1. sueyruae w so,e w�roe comP«non.null coma,m to e«uun o2zw(u.P.w.sp.ce.,199s ea.; ` N
Ox�4 O'1 1 2. 112'osion w y r
Q ?10 0�, h� 0P ry 3_ .=T N«w a 1a i11wa91e aiW eriaN now o minimum aPth d J/!arW minimum.fah of 1/e'. 2. GonWetion jdnY snaU Ee paeea a 10'internb and eMll nova o minimum d
��, rJ a o1�rti 01• �'1rL �� { vaaeioP°mar,wpl�n:lwN(ovt«E grau�Pn 11r h1 eN�PU'al MwTwN aNwturro aM M not mwe than 300•mt-, 1n Sutler. . 3. I�7 e.Pomion (mo(enm Nwu M aP(n of 3/4'and mlnunum III—or 1/e".
1ai' ,`x PS 0'L 1 No cub and pav,non ne paced ei[noa a hxe hem NlePeollerl 4 Y Fnylwa.or na rpraesnlauw. ponnan mmenoi.non artend Nrouyn(ii.�ru°n'a.o(n ui'(neT1:.gw(,uilir.om at Iot ma.e(non 300•intarvala- hie EU CK our FOR = y
o. 5. canomra W,aII w can Y-!Pool a. Na auro and -
479D s� hk o �A101�. e 6 GaMSe paw basks Snan mae M pai.w w N a SNeyon a2236(wW SPECS,1996 b) Fo taro a W �aw11 �wi M a final tam,napeason M M CRY E ginew w n a rpr.e.n<aiw _
,(} M0 _ �.,4[�' pear.placement pmjecG, tho mcN 5 C-1e Shoo M Chia M-4000. C... - �`( T-- -y M we W this pawl leis. 6. cr„hed� Ewe Mull mist 1M n0uirenwnts of Soction 022M(YPW SPECS,1996 ed.) Far taro and
A ?e',�p, 4,ey 10• ,vx'a'T'',�4110' w Prai«t,,.wised r«L mar w wed ear the pawl eow,
e, \
8 ah �w yS
CONCRETE CURB AND GUTTER DETAIL 0 SPILL CURB AND GUTTER DETAIL W
T Z AB4.2 '•wYP i
SCALE: NTS C.O.B. STD, DWG. N0. 02528-1 AB4 2 SCALE. NTS
W o
24'SLOTTED MANHOLE C.O.B. STD. DWG. NO. 02528-1
PROP OSED GRA E COVER WITH RING SLOT WIDTH: POND$1 L86-
\' POND 2= 2.24' _
---- -f POND/1 RIM ELEV= 4180 9 ITAY
C POND/2 RIM ELEV= 4751
478 PVC o oso% POND�, =47799 36 STANDARD STORM DRAIN a- ^g \50 LF OF 15 POND,2- 475i.0 �= 1 ' N INLET
71 LF OF 18" I f
PVC 00.50% R- 15' A84.2 SCALE. NTS C.O.B. STD. DWG. N0, 02721-2, DEC. 1999
F.L. 7351 FABRICATED STEEL
12' 16 RECT NCLE B I Frame and cover to be either Caird No, 52441, MCI 305 frame,
`I Do r7 „- L0, IN
GRAT� ��� I.Rw3 305A cover, or IFCO 772 frame. 772-B caber. Covers sholl have NNC�II WWW
r ^ 18"OUTLET PIPE mer"ncn"� nwNs �r LY 1' pick holes. �.y A
POND/2ON 1 = 718474950 POND/1 FL OUT= 4778.40 A - t - -
POND/2 FL OUT= 4749.50
0+00 1+00 2+00 77t^'• ••'t Adjustable rings, NOTE All joints between manhole sections, manhole ring h
STORMSEWER PROFILE •1 top section, and around sewer pipe Into manhole shall be
watertight. Jointing material shall be"Ram-Nek' or equal a4
AB4.2
36'DIA. for all joints except between sewer pipe and manhole wall.
SCALE: (1 =50'-0" HORIZONTAL) (1'=5'-0' VERTICAL) C _ It "•.w m.-T 44'DIA.
16
4'THICK PRECAST CONCRETE oaiasw�� 5' 5"
r4rn
ION POND OUTLET DETAIL 4'
DETENTION -�
0 \�� r1.. Precast reinforced concrete manhole riser
min vaio�rt nx rvN and eccentric cone top manufactured in
it M AB4.2 SCALE: NTS w•xr.caxrrw rtoea,i r•w!n Mahole steps of
r + rMol car a''/'m'p r� accordance with ASTM designation C-478.
n Irw°`oc- 16' centers
/ QET oo GRAVEL EMERGENCY ACCESS ROAD
ti / k z M 6d r
�r >CD TOO _ ws>oo.,,
V� Z
Grau1 invert ta mGRgO2%SLOPE r mrre4A ofPIPe n 9.P 6et:ser S 2%SLOPE G ra AR[5 F1O1'"'L ssPyats,trio n1/Ir3" OF ,-1/2" GRAVEL
2 O Pre-cost chonna
•➢ fill � i I �> BASE COURSE 11 � nowkne
o 9" OF 6" PIT RUN d ' RNCONCic"rT` r abfu 9sc
' SECTION A-A
/ I I GRAVEL SUB-BASE COURSE "I
' I NoW Variable e i-�COMPACTED SUBGRADE $£ - (4-0"min O
,b5 L OtP --- tc, SECTION C-C
GRAVEL EMERGENCY ACCESS ROAD E toward Shoff-lop, 1•°"'
Ca-P55 I 7 CPeAO` N0� '•�1e coward nannel. see TenSSe wNNw w ew...ewu.n.Nis,.«.wa s,r.r m,.ae'r�w.a.
NHS nanrlel detail.
1 A84.2 -' A tN.w.ew rrW r t.,." °�,.r •d -H Flexible asketed Pint t� 9 1 (YPicol I I SCALE: NTS a � rr r e� "'�'•'=S..+r ap wr.oIV aer..r,serer for precast bases - see detail)'I I ROPERTv A
PLAN VIEIM+i li; LINE BROADWAY BOULEVARD(STATION D4Qo-144OQ) PROPERTY C r
LINE 6 PEDESTRIAN RAMP _ pipe LFF�7-1
4 QSCALE: 1'=50 4D t0
Channel = dial of
q�pG� 1 s z 21' _ 6' n z1 -�- 4.2 SCALE:NTS C.0,8. STD. DWG. No. 02529-8 O O
1 P 3%SLOPE 1 174. - ]'
{. ,. Precast or poured-in-place base.
,100'/OPit� 5 JGe SIL1E• PROVIDED SPILL(Xl - - SIDEW, NIBS S_- - _�_ - ��4 bars - 1'-0" c-c concrete thickness below pipe s
-L•� {- L Poured-in-place base, minimum
q 8 fist„es. Precast Dase, minimum
y GQ, p ry0 O 00\0 05�, C' 3'oft 1/2'MINUS 3•A T TE Gq 5'-4' die.
k PS GRAVEL BASE COURSE A C V E 2%SLOPE (min.)
w11hti' �O UA air-'P DO UNDER CURB AND GUTTER = qR FS - 2R SLOPE lelnfafCed hicknessIa969h Shown.
All bases
Q ,`Q•Oyt-J/r �� n�' y1,P ra0 6.OF t 1/2-MINUS - GRq r
5 pa+' GRAVEL BASE COURSE
(� 3' OF BITUMINOUS !'q OF Rodiue of
5� 1� T4�OyA1 PROPOSED MEDIAN, n ASPHALT PAVING FS manhole
OVER 9•PIT RUN R/
(.J�yw PROVIDED IT MINIMUM OF 6' m per foo
��. TOPSOIL WITH SOD COMPACTED SITBGRADE Slope of 1'
PROPERTY 6" OF 1-1/2" MINUS Cn n I to full
LINE i
PRppO ECl BROADWAY BOULEVARD(STATION 14.00-18424) PROPERTY GRAVEL BASE COARSE Pe depth
GRA E uNE
-- --- 1" 5' 2. -- - - - 4O NOTE: Storm drain manholes shall
--__-__- - 1, COMP
2Y s' 6• 21. ACTED SUBGRADE Die of I not have formed channels and the
EXISTING_GRA,QE_ _
`T{• 3s SLOPE 1t{-/TT 1 4'/FT qpe 4 thalown ibottom pipe inof manhole.
vert shall be 9' higher
475o - �BEW�F - - A a� S g TRESTLE TRAIL
FRONDED ILL a 30 LF 0, 18" i1B4_2
3'of 1 t/2•uwus p T SCALE:NTS
PVC ®0.50% �SpNAL CONCRETE
g F.L.-49.60 GRAVEL BASE COURSE SURFACE COURSE SECTION A-A
UNDER CURB AND GUTTER 0
12_ SANITARY SEWER MANHOLE
8 OF 1 t/Y
GRAVEL BASE COURSE
4 A84'2 SCALE: NTS rw
MINUS A
OVER I2•PIT RUN S C.O.B. STD. DWG. NO. 02122-1 v f
- -� PROPOSED MEDIAN, 6' 6'
FRONDED WI7T x 1100 GEOGRID O
MINIMUM OF 6' N WOVEN FABRIC TOPSOIL M 500 Z PROPERTv
E7 COMPACTED SUBGRADE a LINE P4n1'ERT
NF
MEDIAN CENIERLINE I
NOTE'Sc 1 I,I_ __ 18
1. INTEGRAL CURB AND 6.SI AS PER C.O.B.SPEC.002529- ra 1Lr.. 1{'/T7 -7'FALL FROM TOP OF CURB TO ASPHALT
2. SIDEWALK AS PER FDI B.STD.DWG. e.SPEC.
AND 02529-it. - - ---�-
3. FERTILIZING AND SEEDING AS PER FILL SPEC.02223. -0 46' 2%SLOPE A i
s O N CV (TOPSOIUNG a SEEDING Oil CUT k FILL AREAS 011 PRO•ECTTON OF 3%SLOPE -__-
;? �I Ln L0 LV. N Lis PROPERTY SIDE RI SIDEWALK) TO PROFILE CENTERUNE PROFILE CENTERLINE PROVIDED SPILL CURB D1•attling Date: 6113105
^. n ^ ^i to to 4. CEOTE%nLE FABRIC IRE BE USED DEPENDING ON SITE 3" OF BITUMINOUS
coNolnoNs As REQUIRED BY ENGINEER. NOTE: Ct MEDIAN IS 0.46'ABOVE PROFILE Ct ASPHALT CONCRETE
3" OF 1-1/2" GRAVEL
34'. ABOVE PROFILE FL BASE COURSE
0+00 1+00 2+00 ,D ROAD CROSS SECTION TOP BACK OF MEDIAN CURB IS 0 9" OF 6" PIT RUN
0 STORM SEWER PROFILE •2 A84'2 SCALE: NTS „ MEDIAN DETAIL GRAVEL SUB-BASE COURSE A B 4
`NAB42 COMPACTED SUBGRADE
AB4.2 SCALE-_Cl =50'-0' HORIZONTAL) (1'=5'-lY VERTICAL) SCALE NTS
3
,3 IIPRIVATE ALLEYS AS BUILT
AB4.2 SCALE: NTS 31��
#02026.3
ki
j ^ ADV
� i -�—_ e 0 ti I� � r, a a >t0,�� / / 4pE-T
4tTr 3 ��
Q trG,�' �•: MARK 5laA.
��CJ p� P�' �'' � • "' P� ;. ) `" / � CHANDLER
Pam\ L9'
'0 io o- TfUTY FASFAIENT ��
-*-
A \ Sheet 9 0
k ' o // J 9
ng
i
s
i
§
L F .=4 9173.93 "7 ( - =47 3 `4 F.=4
PLAN VIEW v U
SCALE: 1'=50'
s.�• �yQG 9��� W m
N. VILLAGE CROSSING VILLAGE CROSSING
.,�,`'� ryRg,g� Iry ti0 x�0a k1�f ► LJ'w c�J x 10.
- w
4790 - I I -_ J°^ 4)'CRO 50' CROWN ...T ..
8 ;TRANSITION 1.184%
` W
_TRANSI ON �= ,'1
2.59
- ._- Ex15rN ' � I U
— 1
�".�_EXISTINO GRADE J ', � Ox
4780
Fv
&
mgg gg ggm a^ msg m
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
CENTERLINE ROAD PLAN AND PROFILE a
AE14.3 SCALE: (1'=50'-0' HORIZONTAL) (1'=5'-(' VERTICAL) O
NOTE: i GRADE SHOWN IS 3%CROWN EXTENDED TO CENTER OF RIGHT OF WAY
TOP BACK OF CURB ELEVATION IS 0.38' BELOW CENTERLINE
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. �J
TOP BACK OF MEDIAN CURB ELEVATION IS 0.34' ABOVE CENTERLINE /QJ,
FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE.
ROAD SURFACE
6'.6'TEE ,y
6'SOLID
SLEEVE
VAL
SQq
H SIFEVE COUPLER W
1/Y RfBAR ANCHOR 3/4-ALL WAD TO BE PLACED
IN HALF AVAILABLE BOLT HOLES
CONCRETE THRUSI BLOCK 3'THICK FOAMULAR 150 RIM INSULATION
B'90'EIELLD
THRUST BLOCK w
ONC N
SIDE ww 8'CONCENTRIC BTRIC FL
6'. ERIC Li6L REDUCER
r 16'11.1TFR STEEL CASING MO�A/�
SOLID SLEEVE COUPLER ''--'J I_ NEW 8'WATER MAIN-RESTRAINED 100 TO BEGINNING OF CASING
CONCRETE THRUST BLOCK
d
a
Ep^NEW - ---MEW 8'WATER MAIN
.o 5.0'
L7
3
O NOTE: ALL FITTINGS AND JOINTS SHALL BE UI RESTRAINED USING
MEGA-Luc ANRVSi RESTRAINT OR EQUIVALENT Drawing Date: 6/13/05
NON-SHIM K SLURRY PLACED FROM BOTTOM
S OF ARENCH TO BOTTOM Of ASHPHALT
5
CONNECTION DETAIL A B 4■3
AB4.3 SCALE: NTS
o
g AS BUILT
1/31/05
#02026.a