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5' P. U.EA5EMENT CTYP. )
STA 12+92.08 E.C.R.
N83057'00"W (RAD)
STA 15+98.09 B.C.R.
N08'48'51" E
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0 0 NSE
J `T_
J, \ \\ \\ \
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to o
STA 15+
S 06'03'ILO
Op��ECOQUAIL \ \ L
TA 12+ RAD C URT
55.00 SAND L /NT
DOLLAR STREET
QV n b.
73
71
0
2
O-� —53.70
70
� 53.
5 -7 a' 00
3 � _
5�3I.. 1 17 °o
12
F
12a5.23
75 I 76
53.70' —53.71' 55.53'
1
1.68' -
LA .68'-
68
49A
LOA � � A \
�• \'o\\ \\ o A 50
STA. 15+23.84 =LC) \ \\ \\ \
NO3'08'31" E (RAD)to 6, \ \�\ A \� STA 16+01.96 ECR
� \ N09'06'34' E (RAD)
STA. 12+15.99 BCR
N83'57'00" W RAD
NO 0
SP
r" --l' i W
Ilk
—61.68'
O
07,,
77 �
��
11.60
140. 00, ��� LOT ,.C„
0. 67,
7, _ 45.78
4 3
20
• bd'
X61. 68,
2
O
4 4 7 � 46
5' P. U. EASEMENT C TYf.
QUAIL COURT,
0'
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A
35'50'38"
732.00'
457.94'
236.74'
S. CURB
B
36°37'56"
768.00'
491.02'
254.23'
N. CURB
C
43'45' 16"
750.00'
572.74'
301.15'
CL,CL INT. TO RAD. PT.
D
34'44'46"
62.00'
37.60'
19.40'
N. CURB
E
253'37'01"
38.00'
168.21'
- - - -
CUL DE SAG
F
39'21'50"
62.00'
42.60'
22.18'
S. CURB
128s2s T c.
i 866 - T c D 28
iy 18s 39 9� 12 `` S• 23 F \ \
g4g,,F N
86 0 . • `\
7 4.
V-
17.98' �9, '286 - O CO '1 \
\ ,286E
O11
N84' 19'02" E (RAD.) P.R.C.
9.37'
RECORD 011144.
ADD 5T. LT. , L14N6, 51. LT. LDLAT ON1
E14NNGE 5X1NIDTR TD 5.D' 51� V 5' P U.
ZASEWNT, EXTEND 57. LT. 5Mb.7 U AGK 01
VALK, Rn. EDNST-NOTf5, [gAN&E Ili, F ADR.
REVISIONS
iJ
• 96:
O
DATE
11--"
40
STA. .21+34.65 RAD. PT.
IN49'48' 16" E (RAD.)
41
CONSTRUCTION NOTES
1D— CONSTRUCT 6" CURB AND GUTTER.
(D—CONSTRUCT RESIDENTIAL DRIVEWAY W=16'.
33 CONST U�-TyW- `N RET
4 ;,.
2 44 CONSTRUCT ,�' A.C. OVER 12 COMPACTED NATIVE.
5 :PONSTR_9C-R�OSS GUTTER
�— CONSTRUCT WHEELCHAIR RAMP.
CONTRACTOR SHALL CHECK & CONSTRUCT 6" TO 8" CURB TRANSITION
VERIFY THE F.L. ELEV. ON PER DETAIL SHEET 9 OF 9 , TOTAL LENGTH=8'
E. LIBERTY PRIOR TO CONST. �=,CONSTIR UCT SIDEWALK DRAIN SEE SHEET NO. 9
REMOVE 12' ± OF SIDEWALK --o SINGLE 5,800 HPS STREET LIGHT.
& RECONST. TO FIT SIDEWALK 0
DRAIN.
CONST. 29.32 ' LF SIDEWALK
DRAIN PER DETAIL SHEET NO. 9 (DOUBLE BOX)
Q(100)=8.86.. -CFS S=0.0058
W= DOUBLE 3' BOX
'??OFESS/pN
C. M
26229 2
Efp'=31-g0
3 RECORD DRAWING
inn on this OrAngisabbin0ftm oftrs anc
i
must be verified n the field by mope prior to use of
construction. HALL & FOREMAN, INC. is not responsible fog
underground facility locations or depictions. All above groups
facifts can be readily seen and verified by the PWw that
intend to nge Same.
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1" =40'
�ATEUF CAOKP CITY OF MONTANA, CALIFORNIA
PUBIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLAN SCALE:
�oB 230 R L' DR.#3D L -AD -4DID SII ]G64D D DESIGNED BY QUAIL COURT VERT. : 1"=4'
CIVIL ENGINEERING LAND PLANNING �' p SuRVEYINc M.M. STA 15+23.84 TO STA 21 +34.65
--'�__.._:.__ CHECKED BY DATE:
PREPARED UNDER THE..SUPERVISION OF:---�.___:-�-�'J F„ J.c.H. TRACT 13136
4� &_89 JOB N0. APPROVED DR. NO SHT. N0.
oe%. DATE J C. HOGAN .C.E. 26229 DATE: 3825.136 INTERIM CITY ENGINEER R.C.E. 25126 1b8� 3 OF 9