HomeMy WebLinkAboutWillow Subdivision CROFTS — HURWITZ =*;� -,
WILLOW SUBDIVISION RECORD DRAWING ��' 1 9PE
BOZEMAN, MONTANA %oH, '.
I� EAD GATES HEAD GATE oq
99. 99. 0 'I 9 .00 96.00 95. 94.1 rn�I 4 O
E TING WEST DITCH " t) I \ 3:1 TYP III UA 4 Z Z O
------' _EXISTING DITCH�� LY 90.60 89.30 CO1I�o
c O81'T —.
IbI
iAIt l Ip' aII Z�mU
tn
ZPR OTS 797 HYDRAN Qo
2.60
NEW 7i I TENANCE EASEMENT6 RETENTION
2 4 5 7A 76 �C 7D 1 A 16 1 C (b 2A 2B jC 2D 3A i3B 3DI` POND
� � I LQV ® w% U Q~ZZ
waQ
, ,DCI
1 3NEW to UTILITY B7 Z
�O
G _4------1 -------L - / wEASEMENT zL Pk
ZO
L WN
V) w mooazMICHAEL GROVE AVE Wa
99.4 W J
3Q
.... O W I1O
W
W
Ex-+ oo c
ss. / 964
4 STING SCGHT U) 4 fis+ U NPALES AND E
NAVE BEE ELIM 3 17C 7D 2C 3C3D/ 4A 46 4C 4� n
2 4794 1 16Cp � 3 z W W W
06 I 1 Q +9�I
9 — K
I I ,I 1 IZSTI WE t
BIUR1 OCj 0 99 0 . 9
— —— ——— — I I www
88.30G a a a a
---- --
-66 'L3 --- . ------
- -- ----
.g EEC.,TEL aI �- -
1 7 W 9 10 12 13 14 I mil
K�.CCCC \Y 8 \ 11 \ ........ \'I m m m
WESTGATE SUBDIVISION a Z
GENERAL NOTES W� o s too t
HUNTERS WAY —S Ste- I I I I II I
1. THE CONTRACTOR NOTIFIED ALL UTILITY COMPANIES S C A L E
NOTES IN WRITING WAS RESPONSIBLE FOR SECURING rn
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE I
LEKIM
BEGINNING EXCAVATION.
1. CONTRACTOR SHALL STRIP EXISTING TOPSOIL AND STOCKPILE
ON SITE, GRADE SITE AS INDICATED AND REPLACE TOPSOIL 2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR ABBREVIATIONS ypy EXISTING DESCRIPTION EXISTING DESCRIPTION z
OVER POND AND LOTS. TOPSOIL WILL BE PLACED ON GUYS WHICH INTERFERED WITH THE CONSTRUCTION WERE Q
GRAVEL BED IN BOTTOM OF POND. REMOVED OR RELOCATED BY OTHERS, BVCE BEGIN VERTICAL CURVE ELEVATION CURB & GUTTER ..JJ
BVCS BEGIN VERTICAL CURVE STATION ® BUILDING
2. CONTRACTOR IS RESPONSIBLE FOR MPDES (CONSTRUCTION) 3. THE CONTRACTOR EXCAVATED ALL WATER LINES q E CENTER LINE, PROPERTY LINE ,ten =__=__=_= CULVERT y
STORMWATER MANAGEMENT PLAN AND PERMIT. PRELIMINARY PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE COB CITY OF BOZEMAN H
PLANS HAVE BEEN SUBMITTED BY ENGINEER. CROSSING CLEARANCE. THE CONTRACTOR NOTIFIED A CABLE TELEVISION —� DRAINAGE PATTERN 9 MAILBOX CD
DELTA OF CURVE z
THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO DI DUCTILE IRON DRAINAGE INLET • BLOWOFF HYDRANT
3. TREES ON LOT 1, BLOCK 2 TO REMAIN. EXCAVATION. DIA DIAMETER
EL, ELEV ELEVATION 6 CONTROL POINT I--I �
4. EXISTING DITCHES NORTH, SOUTH AND WEST OF PROPERTY ELEC ELECTRIC O MANHOLE i.00 > Q
EVCE END VERTICAL CURVE ELEVATION THR TEMPORARY BENCHMARK I-1
REMAIN. EXISTING DITCHES WITHIN THE PROPERTY WERE EVCS END VERTICAL CURVE STATION —S— S SANITARY SEWER , BARRIER POST Q
orf
ELIMINATED. THEY ONLY SERVED WATER TO THIS PROPERTY, F.E.T.S FLARED END TERMINAL SECTION CURB STOP PROPERTY PIN z
VICINITY MAP AND WERE NOT"STREAM DITCHES." THE DITCH NORTH OF FH FIRE HYDRANT
FL FLOW L NE
WEST BABCOCK STREET REMAINS WITHIN THE RIGHT-OF-WAY. MH MANHOLE —W— —W WATER MAIN m TELEPHONE RISER
MPDES MONTANA POLLUTANT DISCHARGE ELEMINATION SYSTEM
EXISTING FITTINGS ARE SHOWN AND BASED ON DATA MPW MONTANA PUBLIC WORKS 1� O FIRE HYDRANT ASSEMBLY
+ FURNISHED BY THE OWNER. THE CONTRACTOR WAS L LENGTH OF CURVE B CABLE N RISER L� IL—
WILLOW SUBDIVISION RESPONSIBLE FOR EXCAVATING FITTINGS AND LF LINEAL FEET N oa VALVE o ELECTRICAL BOX N W
Y � CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW PC POINT OF HORIZONTAL CURVE 3'PV POINT OF VERTICAL INTERSECTION —G— GAS MAIN O GAS SERVICE O W
FITTINGS. R RADIUS OF CURVE T a m -
6. REINFORCED CONCRETE CULVERT LENGTHS CALED OUT RAP RADIUS —E— OVERHEAD ELECTRIC /1 GATE a
RCP REINFORCED CONCRETE PIPE
:: ';1 I" THROUGH THESE PLANS INCLUDE THE FLARED END R/W RIGHT-OF-WAY ---- EDGE OF ASPHALT
1 C 1 SECTIONS. SF SQUARE FEET GUY WIRE & ANCHORElf
I• is SS SANITARY SEWER
STA STATION x( LIGHT (LIGHT POE) ------- EDGE OF GRAVEL
Li
7. A FIRE HYDRANT ASSEMBLY INCLUDES THE HYDRANT, AUXILIARY SW SIDEWALK WOOD FENCE
•;� �.r y HYDRANT VALVE AND VALVE BOX. SY SQUARE YARDS m UTILITY POE
TC TOP OF CURB - .- WIRE FENCE O
TEL 0 f [ ! ttP TELEPHONE 47 4.60 SPOT EELEVATIONS
10 ! ) I I- SCHEDULE OF DRAWINGS WC WATER CURVE FL-4781.4 MANHOLE
FLOWLINE -3578- CONTOUR
ELEVATIONS 0 CENTERLINE MONUMENT
4.6O TOP OF CURB
SHEET NUMBER DESCRIPTION BENCHMARK' FLOWLINE p DEclDuous TREE
, COVER SHEET & GRADING PLAN CIE CONIFEROUS TREE
7f '1 I' h+ _I� I• FIRE HYDRANT ® NORTHWEST CORNER
2 SANITARY SEWER - MICHAEL GROVE AVENUE MENDENHALL & HUNTERS WAY CONCRETE
j L71 ,��.' L NORTHWEST CONSTRUCTION BOLT O HEDGE OR BUSH
U p 3 SANITARY SEWER & WATER - WEST MENDENHALL STREET ELEVATION = 4790.63'
191 4 WATER - MICHAEL GROVE AVENUE GRAVEL
cnnoi 5 STREET PAVING & DRAINAGE - MICHAEL GROVE AVENUE SECTION OR DETAIL
/� DESIGNATION SYMBOL
6 STREET PAVING & DRAINAGE - WEST MENDENHALL STREET /--�
F"IIY� Form.^
�s " SHEET NUMBER WHERE SHEET N0.
SECTION OR DETAIL
IS SHOWN
B9517RCS.DW SHEETS
oaO W'Ab,
DAVID
i D F c
RECORD DRAWING ,., L ,..
I <Z z1
9
RETENTION I Z 'IQ
I I I I POND z -' OZ-
I C/]��x
a 1 oz ZZ
2 3D2 3 4 5 7A 7B I 1 A �B 11C 1 D XA d ;
�4
G ,s' � I I ` Q 0 m U1 J�'Tl . of O r>30' 90
\ F a
I ----t--- -- - ---- �'-- ---- - -- - --- --- - - _ w O A
1 ----- --
--
/ I - \ - --- ---- I
IF
Z�Q
03
h I I1 I1 II 1 WWW II I a79t
: IIiiI
I I w Z_
NMICHAE OVE AIENU I I ,s' o
7, io i 6',TYP. mrp) E W
1 B 1 C 1 3 5 I4A 17B 1 D I J w a
p EXIS\\NGSHEDSAND FEN I a
(TO BE ENINA ED) all N
Z
wno
- a7sa-1
Q �y V)
O Z$ of E� �mw
M � a y
W N W W
Q U Q Z N Z
2 Z U
Z !y K tr
W W W O O U U U
= NOTES: i ae, 6" x 4" wYEs, g ^ x A = z w w w
W 1. MAINTAINED A MINIMUM OF te" VERTICAL SEPARATION
26 RIGHT AND 22 LEFT Z o
3 BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND (n a V)
c WATER LINE GROSSING. W O o o a�n
3 VI�
2.SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. m n 0 50' 100' 150' m d1-1 m
ui
3. EACH SEWER SERVICE CONNECTS TO MAIN WITH d d I I I I I S C A L E I �n Ci Q< Q
A SEPARATE WYE. NO TEES OR DOUBLE WYES � rn
WILL BE ALLOWED.
Fld U
(n
I I
rYr
mmIll
T
TYPE A EACKFILL
4805 4805
4800 -
------- 4800 w
------ -- ---_ 0 Z
LLJ
4795 4795 � Q
_
PE SDR -- -- EXISTING G -UND
LLJ
69 LF 8' ------- - -
wl
4790
>
a'� —7
FINISHED G E \ O- -- 0
47 LF B IPE SDR 35 w Q 0
4785 4785 N
SE ER LINE: FI PRO E-MIC AEL E VENUE 'r 'f o,aoox O m Q w
0.aoox 1� Q
4780 97 LF PIPE SDR I� � _
400 8" PIPES 35 t /---1
4780 U
M cr Y C
= U L O
p U J
Z N Z 5' ZNZW3 NZ mN
a� o m.nOr o�� N 4 Z.
5 orn
Mr.,, a 50'
II III II O N N A O
8 O II II o tl
fi +
6 7 8 9 10 11 12 13 14 15 16 17 18
IF
SHEET NO.
B9517RD2.DWG 2
Z� Pp,p11pp
; 1UIy�'
* Ola?
gi
RECORD DRAWING �2J5 E
w >41 "n„�`niwn4io nmp�
a
NOTES m 3 >g j m 6 d� $1
1.MAINTAIN A MINIMUM OF 11r VERTICAL SEPARATION o� r 1u o br ��$ W. $ V p0
BETWEEN OUTSIDE OF SEWR STORM DRAIN AND arc �I IL�o I '��" 6_
W5Z WATER LINE CROSSING IX AS NOTED. �� z co b b�Y b�I� o Z b i-i OK-
SEE
m 2.SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. n. W om ria F o� �a V2 N:EmN
Q 3.NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF + +t$ ++ Q +�� + I $� 4 rL p� Zi Z Q
r 1 r COVER, EXCEPT WHERE NOTED OTHERWISE. mj od T , `r WS `��� <�JQ� T ` ow `� i o zZ Q 3
`J SEE SHEET N0. 2 `OJ 4.WATER SERVICES SHALL BE NO CLOSER THAN 16' v �i �^ 3 v $ m mIm~
O $ c FROM OTHER WATER SERVICES, ALONG THE MAIN. O I 0 Q p V)W
xZ"
03
4792
`4792 8
800�VED�P�HADLTREPLAC I r� 1 B',TYP. I z 5� W W N
n 30' I m i o 5. i h <W IL a QZm
31.6� --- Al s.s' g I W WTY ooa Uj
-------- -- - - - - W s W FUTURE
OTHERS
MAIN. ♦ --------- - - ---- ----- S� Z WZO
AND MAIN BYFUTURE OLE OTHERS CONNECTED TO EXISTING SEWER MANHOLE - ---- p W F �
H ME
CONSTRUCT NEW FLOW LINE IN BASE h I y cr o x �pa3
29.02' r+ 1 -30' I LJ
'� * I I x � \ �i I � � Ey �v1�
7 J I 7 I o 7 I 7
I m U
```�
mO mO Q Q aQ Q
mO w-4 1.4
}}}
0 50' 100' 150' m m m
MILLI I I
S C A L E
TYP 1 GVA N
TYPEA BACKFI L
w IL1J
4795 `9 4795 4795 4795 W
EXISTING GROUND _ NG GROUND O Q
"'-- HONE,
4790 4790 4790 E' 4790 I— p
IC 6 ' MINIMUM D C' H z J
D II COVER Q Q Q
FlNISH GRADE II
4785 II 4785 4785 NISH GRADE 4785 � Q Z
x II U1 W W
� p
15 I CH SEPARATION II -
4780 s 0.40 7x I 4780 4780 4780 0 p W
ail 0 EXISTING
P SDR 35 H STA 0+8 TO 4+22 P E s 4762. 5 a m }-
z b CLASS 51 PIPE
(CO R a
H
c, 4775
W
Y a z z
t s' > > 5' (Q
t e tt o� n N
++ + + + + +
S&MRU E LE— 3T M DEN ET WAIER UN WEST MENDENHALLM"r
1 2 3 4 5 1 2 3 4
6 SHEET NO.
B9517RD3.D SHEETS
V)
N , Ilnllllllllllll
a x i.i ¢ `.,s%'0VL T A
a w m aW o v x s.•.
zo m
b bU b
i z
x = i
a = _
N0 PEt
3y �� RECORD DRAWING zY b zY — Z �z
.13 {a1� rl\ o
o
`
pix=o �W �j Wm Um
w ao b y a w 0 50, 100, 150'
ob0d��y x!2 S�w� b zo I I I I I bw �y I 'a QZO
U3oom9 bf-o Bo ri b cyi �' �W S C A L E xiIiE '� a� m��,�] I� QOS
J < I H Q
azo m oom NL) r` m in N m� 1a %off z '-' �Zo D
<b Z� awl Au u+i � my m +o + m +� �F��N
3x r� <o ° �� ^i Z
gi < r<i w o I z -- Q 3
BLO 1 � N< < BLOCK 3 mwI3 x~
RETENTION O D
I POND x a
�' Z m
NOTE: A CITY OF BOZEMANLCK
\ I %I I I dc)
STREET CUT PERMR JI 1 2 % 3 96i 5 7A 7B II �D 79 - I` 1A IiB I 1 C I 1 D A 12B 12C 2D 3A ��8 j 3C j 3D ` l
WILL BE REQUIRED I.` / AG I ISEE CONSTRUCTION STD ! MICHAEL GRQWE AVENUEI
DRAWING N0. 0271E-9 . w(CONTRACTOR SHALL i i I 1 O I\\ ° z Z O W A N
PROVIDE TEE AND VALVE, / I I I I 1 -- m 3 c� Q w 0
\I I �I I I I ¢ na wm
ACTUAL TAPPING IS TO BE _ _ ----
DONE BY THE CITY --- -- ---- --- -- t - -- _ / of W a Z I
OF BOZEMAN, AT THE I / T ♦ % <7 ----- �z- -- - - ---�---� -- -� - - -- -- \ -- 1 o a¢ mil 0-1 z
Al 79f1 I I I N Qi z Q w
CONTRACTOR'S EXPENSE). �c+
REMOVED AND REPLAC I °j^ I I I I _ \ i z ,c W I<`QYZO
a 6',TYP`_ I I - \ LOT. TYPE I 1'.T�'P I : O w03
13 SY ASPHALT PAVEMENT m °` 30' H U7
I I I U E-I yaw
---- 4796 a l I I / 1 A 1 B 1 C 1 D 2A I xB 12C 12D 3 3B 3C 1 3D 4A 4D
2/i 3 5 16 �A 1713 1 7C 1 /7D I I I I/ I I I g9 r I
/ - / � I I I { o ,A�
i rl -- i' I I i�� _J_ _I I I I I I I / I c�i c�i
Q +� - 4794 i 1 I J / I t--�4791 -' / II I 1n In Vl
m REMOVE FENCE J ck
+ I Nwww
BLOCK 2 a � �
Q BLOCK 4 w3 of
48 WATER SERVICES Z SEE SHEET NO. 3
26 RIGHT AND 22 LEFT W
NOTES z S W
1. MAINTAINED A MINIMUM OF 18" VERTICAL SEPARATION ll.l wo< Q Q Q O
WATER SERVICE SUE SUMMARY BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND oi� �I
WATER LINE CROSSING, EXCEPT AS NOTED. ♦- mv)� a a
�a3 Uj1
BLOCK 1 LOTS 1-6 1' 2. SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. IjJ z)w
LOTS 7A-D 3/4' 3 Uow m m m
3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' Of c
BLOCK 2 COVER. EXCEPT WHERE NOTED OTHERWISE. o
LOTS 1-6 t' o0
LOTS 7A-D 3/4- 4.WATER SERVICES SHALL BE NO CLOSER THAN 18" Iwilt-U
BLOCK 3 LOTS to-31) 3/4" FROM OTHER WATER SERVICES, ALONG THE MAIN.
h
BLOCK 4 LOTS 1A-4D 3/4"
TYPE 2 EXCAVATION
TYPE A BACKFILL TYPE I EXCAVATION
TYPE A BACKFILL
4805 4805
4800 `-- - W
_ 4800 Z
-I W
a
4795 -- ----- Q
�aa 4795 �_ �
zLuzz
EXISTING GROUND Q .. j
4790 --------- -------- w O
- --- --- --- 4790 ji F- Q�
-- --- ___ w 3 Q
FINISHED GRADE O J
4785 4785 � p� W
Q
I—I _
STA 0+49 TO 13+87
i
4780 z 1338 LF 6" PIPE —
CLASS 51 DI
4780
o
o
U
U
z
z
o > 5' a
d In
If; O O
+ + } .} + �, +GnD
1 2 3 4 5 6 7 8 9 10 11 50, 12 13 1
WATER LINE PROFILE-MICHAEL GROVE AVENUE
6 SHEEr NO.
B9517RD4.DWG SHEETS 4
c7 EXISTING ROADWAY SURFACE. `
z GRADE MATCHED TO NEW �O�TA��'''%
TOP GRATE (IFCO 700-71 OR EQUAL) w 13 11t X 22" CROSS CULVERT * ^'
PAVEMENT & COMPACT. '✓/'
RECORD DRAWING APPROXIMATELY A 45' ANGLE o 4 ) wa = DAVID
f
.07
VARIES STOP + Alt p "
$' 8' MIN
3" TOPSOIL OVER �;. p
2'_0• 0{�-� FILTER FABRIC N •4'. - N
p p . 'i MIN. p v1 b I o ,, •o• 247 LD. RCP PIPE - ---•-4---- ------ �•�- \ "��4L
z 'y.t a 1 9'0 PERFORATED PVC nnny,000a
3 ASPHALT SURFA `�pS -
�, z z 9gp N W/FILTER FABRIC MIN.
LENGTH B" SANITARY SEWER <�0
o a oO� 1 3 MINUS °.. ° .a °�°.
aGRA STAINLESS STEEL BAND _ U ZO
z y°•S " 'i OVER END OF PIPE COMPACTED GRAVEL Z FAQ
As
(TYP. BOTH SIDES) BACKFlLL r-1 ZOp
3 Q ....,:::t.t�;. YMw .. J,o•, Ar s T 'VOID-OUT" ° O—
Sia 5 BASE COURSE MATERIAL SUBGRADE _ in
w� MATERIAL rn(A�2
.;,fM. "•3t4 i - - YS » W� 2 STEEL PLATES 7" SUBBASE COURSE MATERIAL M v a CROS13 S CULVERTI p Z Z Z Q
t 4RzYxS To PosT X o Z Q 3
F. so' so' 31 2" CONCRETE ASPHALT HEADER DETAIL 2 & N --• -------- -' x J
a \ O
"N. NO SCALE 5 a D W
ry
COMPACTED .o cR' a xi Z a
EW CONCRETE CURB �" •� GRAVEL ° _j
AND GUTTER NOTE: SEE CITY OF BOZEMAN o NATIVE GRAVEL ✓Y SANITARY SEWER o O Q
" STANDARD NO. 09510-1 w n �y "6 i BACKFlLL 1'-6 a U
'j` TYPICAL SIGN DETAIL w �" ' 'x, �"Z
z
_a x omo r �p Z
�� PLAN VIEW NO SCALE Z N o :.:F :, CONCRETE SADDLE DETAIL 4 w
N �zw z 34" DIA X 4 CONCRETE BASE No sr�c z z o W W N
TYPICAL STREET APPROACH 1 p w WD� a WITH g HOLE IN CENTER w 5 3:CDQw
p� z=o CRUSHED GRAVELw w d _Z
o so' Too' Tso' �< o Ns ��� FIELD INLET DETAIL �3� 8940 B9.3D BB.2D ooQ "�—� z
NO SCALE 5 1 p 5',TYP.
5 I I I I I I I N+ w o 88.30 V) d Z<w O
yz a3a S C A L E �"' z� omm 6z3: rj oz Z I `�'W wZF-
�aNw �z �p N`^ m'<.. mw� �m TYP, ml t�03
�\-� BLOCK 1 zp I ap 'r'p aN < w '^°j SEE DETAIL ® OI E- 0aW
¢1 h pq '° r w— ri1 N rno� aU O U
���� BLOCK 3 ���
r R NT10N
Jmw� a0w 1 1 I I I ( I I I I/ I ON 4:1,
Ivti i i 1 a w 4�_�� I r vw 6 r,P r1 U
z 0 0 i i k�a w�9z a Z I 1 1 1 I I 1.07G 3 o
' / ^a 7A �$ 7D I I 1 A 1 B I 1 C I 1 D� 2A 12B 2 2D 3A 3B 13C 13D o ' v"c"i
I 1 I 2 / 3 � 4 ,1!` r I I\ I ,\ I I Z w w w
3 z I I I I I I I I sy I 1 ga.00, FIELD INLET®
7Yp• SEE DETAIL I
5 5 a�
BAR
--- /------ — i j — -------� —/——---- ��'D —— --I —I --I— -- - - i 1
IDGE SEE (5 STREET APPROACH
DETAIL STDWNO09 6 1082)
----- ---------- ————— — SiA 13+79.26, 33 LF ��Na ,a r�a
p
ASPHALT HEADER
SEE DETAILMICHAEL GROV aUU1
1 �
' J ' I I I I I I t I I I 70 LF ASPHALT m m m
u m WI r
yrj W I �a I HEADER, RIGHT SIDE
v I` I I I I I I I I 1
b W *so,1 c 4796-- I ! I I I li I I I I I Y' I ijAVEL CUL-DE-SAC
3 ;F-w P 2 / 3 4 5 �7A 7B 7C 7D (n I I 1 A 1 B I 1 C I 1 D ZAP x 2B 12C I 2D 13B 13C 13D 4A 146 14C 4D `
I i n AND 3N"CCRUSHED t"MMINUS)
m �
Y P _ /� B_" STA 13+14 , TWO CURB INLETS,
Q F BLOCK wDROP = ro z w BLOCK `T �`^� TWO 4.2 SY CONCRETE INLET
U N 1 RETURNS RAT ALL STREET a w +
0 �p + FOR PEDESTRIAN RAMPS (SEE COB STD Z p z1p-i1= ,n w APRONS AND 6B LF 13 1T. X 22"
p z 'a s W z p U ^�+ ARCH RCP INCLUDING F.E.T. AND
m �a++zp o p c� v p DWG NO. 02529-0) z�¢�¢ Q N N z p o DEBRIS RACK
m GpG r0a,� pF Z w p po nzpw SEE DETAIL IM
o p a p o 2. STOP SIGNS AND STREET SIGNS ARE o-= o
w +w o �zd LOCATED PER PROJECT ENGINEERS wo W N w J `� +" QV
r,:
$j -yw �? DIRECTIONS. a w �fw� oa ^ow
LLJ ± w �n a 0 PVI EL = 4798.20 ^U 3. NO ADDITIONAL PAYMENT WILL BE �^ o::o a o ^N
100.00, VC MADE FOR CONCRETE SADDLE. PRICE
SHALL BE INCLUDED IN OTHER ITEMS. W
I W
c+va na z z
�1 O Q w
m
m 0 Q
NOTE: CENTERLINE PROFILE GR kDE _ o
TOP 0 CURB (RIGHT) AND TO p Q W
OF CU B (LEFT) O m �'
4800 �' 4800 z
--- -----_-- " ° m QS C D O
UL
----- w
4795 o --- - 4795 ,� Q J
0 oq x
+v N EXISTING ROUND LL1
G G Gi d
- --- ----- 1'"� ~ Q
------------- LLJ
4790 o.e----- ---- n �-,
- -----_ - _ 4790 � W U
PVI EL 4BOt.52 --------------
100. ' VC ----- --------
FINISHED GIADE
4785 4785
CENTERLINE PROF E-MICR EL GR V AVENUE
4780 4780
m �
V
U Y
WOO
x
3 Of A
5 a m II
o + + +- SHEET N0.
1 2 3 4 5 6 7 8 9 10 11 50 12 13 14 5
B9517RD5.DWG SHEETS
1,111,1111111.111
D
Wa a 60'-0" ?* DA
® RECORD DRAWING PROPERTY LINE o9PELd
- 2'-0' PROFILE GRADE = 2'-0" FINISH GRADE
w PROPERTY LINEJ TOP OF CURB
rye `Z O �y,l CENTERLINE OF STREET
l ✓ j o V Z 0'-9" 0'-9" I Q
n a d Q �N m ZO
wo 1/4" PER FT. 1/4" PER FT 3'� �I QOI
z� F=a N Z e0o zo I I 'Z' HUQ
n ono n p �j � o+ zn �o o� zlI� mI �"'~ ZZO
�ra- ON �m O 1.5:1 NOTE: FOR CONCRETE I I F-�V=I
C f a` o o ; �; 6" PARABOLIC CROWN SIDEWALK LOCATIONS 1 o d Z Z 3
w �^ �L' n wo � �+ H 2U "�' � Sw� NEW CONCRETE CURB & GUTTER SEE DETAIL,@ IZ . r-,Q
ri 3 -i '=3 o �� (SEE COB STD DWG NO. 02528-1,TYP.) a m m �+F
& xo v iw 6 0o O��
►�g1/ww \ I= nZ�I / I 7dw 3" ASPHALTIC CONCRETE SURFACE COURSE (2 LIFTS) I V w
+o wN I U `}°�3a 1 L,,/ �wm BITUMINOUS PRIME COAT 5" CRUSHED BASE GRAVEL COURSE - 1" MINUS I '�'Z N
1 a \ I Rn 13 7" SELECT UNCRUSHED GRAVEL COURSE - 3" MINUS aI 0
91.5 �n v�i \�
+ • H E I NG TYPICAL STREET SECTION ; o z• oWW
CENTERLINE CURVE DATA --- --- - I ----- -�f W W� NO SCALE m Iw W Q'N
p= !i'10'So' 1._6. 1'_6 N a Q w o
R = 300.00' -- fir== I ) '� WEST MENDE ALL STREET <w a Z I
ill
L 48,87' I 3
ova vl
cq J
N I I PROPERTY LINE 12" 60 *__', i i Z I Luo
1 1 OPENING FOR CURB z I /�W <I-
92.17 I MAC NG i i I I i INLET w �I F Y N
91.67 ,p I 91. 7
7 rI 7 m �— SLOPE 1 4" PER FOOT TO STREET oI �+ 803
ICI q�Sq ,.. .' ;P;r' CONCIr RETE
PROEP ASi O U In w
--,/ z r i i z � z - •%: .r? p4's OB' EACH WAY wI H v1AJ
O
®N O Y it ®y N �,Lij t In N In
m w ml w of r U I La I COMPACTED GRAVEL BASE c+ fx• A o w w w�
�ak a EJ� ;xN .yN a3 O ^ G 4" MIN. THICKNESS n r r 6 5; 01 a)
0
(4
z� rim so o u� Ciz 'zo = 9' RADIUS „ : ' rS+.• w to s� W� �o `° `° oz �� '-� �s TYPICAL SIDEWALK DETAIL 1 crP) ��,�
Td wo a >ii �n a wo ;:ti•••
� Inw Ine c�c� c� � NO SCALE F 1 ,,•I
(REFERENCE COB STD DWG N0. 02529-11)
0 50' 100I ' 150' n" �'>� ^>� r
I I I I I I
S C A L E " +�� � � CURB INLET DETAIL 2 CURB INLET CASTING }Y>
azw azw (NEENAH R-3067 OR IFCO 515-7) NO SCALE m m m
�z� s� 6
SEALED ALL JOINTS WITH
RAM-NEK SEALANT OR
EQUAL CURB INLET CASTING AND 5/6"
DU+ SMOOTH ROD, 6" DOWN AND
PRECAST CONCRETE TOP 5' OUT, FROM TOP OF BACK OF
HOOD
SEALED ALL JOINTS WITH
OU--NEK SEALANT OR
ALw.
24 ..0 OPENING FOR CURB
PRECAST CONCRETE TOP
INLET
54' RCP °(�" g"
R
L!
I- 2 #4's, TYP (2' COVER)
i w_ k 36 iL; OPENING FOR CURB INLET w �-
CD LLj
NOTE: FOR TOP OF CURB PVI TA 17+15 I I 54 RCP z LL_l
ELEVATIONS RIGHT AND FVI E 47 9.43
LEFT SEE LAN VIEW 130c VC ••t '
`V ,%� PRECAST CONCRETE b+ 2p' "�` Q
MUST MEET I--i
,°m ASTM C478
e ',1 it'• 3.
4795 �t 4795 SECTION A I4's AT 1r EACH WAY (TYP) r �l
NO SCALE "G�,.}.:..:.:. W Q =
----' - _ I NG GRADE z
MIN. 65" � Z I1J
EXISTING BOTTCO�O ETE LLJ
4790 --- -- -- STREET 4790 N
SECTION (B 012- EACH WAY
� o Q w
NO SCALE
NIS ED GRADE R/W 60. 6 R/W � m
4785 ENTERLI E I - EN ENH 8TRE 4785 W I
Tc=6a.06
100 YEAR STORM 5.0 11.5' 18.5' 15.5' 11.5. � w
ELEV-86.00
RETENTION POND SIDEWALK �_8413 q.MICHAEL GROVE AVENUE TC=88.08
0 --�
ELEV F81 5087 b" tOP50+��4, I FL=64.50
9 LF INCLUDING F.E.T.S.) 13 1/Y X 22.' RCP ARCH CLASS 1 36 LF 13 1 It X 2Y tCP ARCH CLASS 111
o TOP OF PIPE = 83.2
O;O c DEBRIS RACK NEW CURB INLET 2 NOTE: DEPRESSED INLET
(SEE COB STD SEE DETAIL 6 W ��II GRATES 0.1' FROM NEW CURB INLET 2
3" MINUS dWG 02721-5) ® 5S GUTTER FLOWDNES
LGRAVEL SEE DETAIL 6
14 15 16 17 18 50' FILTER FABRIC RETENTION POND CULVERT DETAIL GO
NOT TO SCALE NOTE: CROSS SECTION SHEET NO.
LOOKING NORTH
B9517RD6.DWG SHEETS 6