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SUBDIVISION IMPROVEMENT PLANS
so .�
TRACT N0. 7232
" DISTRICT
M -Y 5 r. - > j
Q Qj�- SUBMITTED FOR APPROVAL BY
Shoe/ 7
RI DDELL and STRAHM
Nk
Constrvcf 6' C.E. 13146
Cone.B/� 0/a// 1
PerS/dNo.30!A APPROVED BY CHECKED DATE
NOT A v 4 SAN BERNARDINO COUNTY ROAD COMMISSIONER
See Sheet 3 � - — — I �
�_ PA`e T 1, � to
DEPUTY DATE -1-L/-6S
I Cvnsh'uefJ o'*;: Jced er avcr crisfin9,owrn/rein.o�?' PGA Q V
Side`yz/,¢Per a Const•�cf z ,Qe. ,� OF SHEETS
sr. �- Q � 0! SHEET N0.
158.11 Sfd. No. /09 Consfrvcf 4 C/ass Z./gg.Baso OF TH/S
:Sh 7 h QI
'3' 11 Con sfrucf L'a1Iu11e1-,oar Std. No.//S GENERAL NOTCS
I 22d 11' Curb Rt n SUBD/V/5/0/1/
D=89°162fi - PK s t
R= 20 1. All work shall be done in accordance with these plans and the 1963
z L= 31.16 TYPICAL SECTION Revision of Standards and Specifications of the County of San
7= 19.75 Bernardino.$� —' 2. Parkwayimprovements shall conform to the recomendations of the
>" F-' ARCHI BALD AVE. Sheel2 Shee
Z SCALE 1"= 10�
l 3 son Bernardino m
nardino County Planning Commission.
(n
INDEX MAP 3. Street markers per San Bernardino County Std. No.303 shall be
Q
Sca/e ,. constructed ct each intersection.
M : / =3Ao"
W 4. Stop signs as required by the County Highway Traffic Section shall be shown
t on these plans and installed by the County at the expense of the Owner.
5. All pipe I ines or substructures of any kind not shown on these plans
within the limits of this subdivision or in adjacent areas where improve-
C St. 4'Sidewalk per Std. No.118 Ment work is to be clone shall he removed or relocated as required
at no cost to the San Bernardino County Road Department.
6.A permit from the Sar- 13ernartdino County Road Depnrtment will be
Z� Const. 112 P.C.C. Cross-Gutter per Std. No.119 Const. 5' Sidewalk per Std. No. 109 Const. 6'Conc. Blk.Wall per Std. No. 301-A priorts
to the beginning
nts inning ftra any
work or construction within
Const. Cutoff Wal l -- --- - - - --- ---- - — ------
per Std.1273 (o Const. 8"Curb 8, 18'�Gutter
per Std. No. 115 Const.8 Curb 8, 18 Gutter per Std. 115 7. A permit from the Son Bernardino County Flood Control District will
be required prior to any encroachments or construction within Flood
N Control easements or rights of way.
-.p Const. Pint. per Typical Sectioi _ — ' — 41 . 8. A"Construction Permit"will be required on all driveway installations
---�T-- not shown on the approved plans. Construction requirements shall
ARCHIBALD AVENUE -C conform when curb depressions are provided for driveways, com-
OOD _ _ _ _ _ _ _ _ plete construction will be required in accordance with County Road
----- Exist. A.C. Dept Std. Drawing No. 128 and 128-A, and related County Specifications.
z... 'rn N 9. Compaction tests shall be performed upon completion of backfill and
4 embankment construction as per California Division of Highways Test
Method #216. Letter designation for Test Method #216 shall be the some
as is currently being used by the Division of Highways at the time that
P� the test is taken. Tests to be taken shall be designated by the County
and shall be made at no cost to San Bernardino County; and a written
G aPC' C report submitted to the Contracts Administration Division of the
)V San Bernardino County Road Department.
�' 10. When imported base material (1.&M.) is required, the minimum thickness
tQQ �3 -C shall be 4 inches. The minimum'R"value shall be 75.
!� U If the"R"value from the soil test is 30 or less, 6" I.B.M. shall be
+ O placed underneath the curb and gutter.
o)
PLAN SCALE 1"= 40'
BENCH MAP* : Slid Brass CaP U.S.C. Q.S. Bench Mark
OO sfam�ed f/, C /933 reset ire /96
corner firrmosa Ss` 8no'w%son,4ye.
t _d _:
d 1 2 3 4 5 ��. 6 PROFILE SCALE 7 $ 9 X00 .0 10
Horl z :1 =40
9
y� Vert :1 = 8 ro
Tp o/'C'vr6"%ofi/e b�
4/4 A14 Y4 "14 Toto°f'Cvrb Prof% 1� 16 / 0
Oriyna/G'rouno/a�N//S� �jntf Ori9ii�a/Grauno�a/N/f �� �Q 0�
I
1640 1670
4
� �4. p�h�` ala} p fv bg
1640 �yb iA ' 1�2 ��3
hti o0 1670
f
De_57r/7 �r-aa/e
1d b5Z
�o• o•
1640
��h o
pro
Dwic, No. q 5 1
! of
SAN BDNO BLUE PRINT CO. ARCHI BALD AVE
TR 7232
SUBDIVISION IMPROVEMENT PLANS
rs'
TRACT N0. 7232
DISTRICT
SUBMITTED FOR APPROVAL BY
Caysfrrc/6' �' R I D D E L L and S T R A H M
P•anc.B/.f'yYa
ar S/G No. /-A
4 6
/o" Ba ass 032 a17 0-37 C.E. 131
4 - G� _ --- ---- Lcvc/Lin
APPROVED BY CHECKED DATE
* 'a: fca�hc oric 'ist,oarinnii�z}`"'= SAN BERNARDINO COUNTY ROAD COMMISSIONER
Cosfruc 2;4.C'•
Co�s/S-uc'1S' Consfrucf 4"'C/a - 2
.Sidcwa/k Pcr ;�
Std. No /09 Co�sfruct Curb Oulfc/ rxr S14�No. /.S DEPUTY D A r E 1 z��•�
SHEET No. 2 OF 7 SHEETS
_ TYPICAL SECTION
BANYAN STREET
SCALE : 1"=10'
0
C
J
� C
_ + 0O
'Z C0
0i
O/ +
O; 00
0)� GBdc ans Sh ,oc fo
Const. 5' Sidewalk per Std. No.109 Const. 6' Conc. 131 k. Wall per Std.No. 301-A acceP/
Grads and Siraoe Const. 5' Sidewalk per Std. No.109 Const. 6'C BI Wall per Std. No. 301-A
Const. 8"Curb ti, 18" Gutter per Std. No. tt5 kk
Co�s>< A.0 T,rx� p �Sl-I ' fo eCrc'` ���""�c Const. 8' Curb & t8" Gutter per � a. No. 115
- Const. P'vmt. per Typal Section -a
'p I
Const R.C Tapo- 45 r L
- Const. f''vrnt per ?ypical Section-
A RC H I BA L D AVENUE 4N _ _ --- ----- - -- _ __----__ _ ---------- -- - - -------------- - -------�-- --- -- --- ----__ ,-_ - --
m �°°�
� Ex - - - to STREET— -
ist. A.C. - V)
Ex i st. A. C.
V) 7Stx77 �kp
Q) ' 9 _C
V
J
OU
N O
C c—
J
.0 Q
u0
+j
� 0)
PLAN SCALE 1" 40' °o PLAN SCALE 1M=40
9 10 11 PROFILE SCALE 12 13 14 15 8 9 PROFILE SCALE 10 1 1 12
Horiz: 1N40 Horiz: 1'=40
Vert : 1" 8' Vert . 1'` 4`
1�h
Tfof Curb �rcfi% ¢B�
D� Orr�ina/Grnuno/a/`Y� Or�ina/L'rouna/af l-Y� ,
1680 1700 1650
° S� o
°119 ti ani Tom vfCurb Prnf:% dri9ina/Giunda/Na.
Erisfinq fS of//ffol', `. Too of'G�ir6 f�'of/a
-/./7/
90
Z
1680 0�0 91 1700 1650 Ib 1645
b ,��0 1'
a
1 93 ^ - E,risr9FS. B A/v. of', G3�`
J{ .Dcsiyn l�raa✓c � D � � R
1680 0 �° �� �°� . 1700 1650 �P�a a� 1645
.,, �t GLsiyn SraWe
�Oesign l�rdoc
a 7i
1645
DwC-7 . No. qSt
2 w- 7
SAN BDNO BLUE PRINT CO. ARCHIBALD AVE BANYAN ST.
TR. 7232
SUBDIVISION IMPROVEMENT PLANS
TRACT NO. 7232
DISTRICT
AcI i6' �� ��� �' SUBMITTED FOR APPROVAL BY
RIDDELL and STRAHM
a17x10.45' o C.E. 1314 6
-_--------- - - -- --- _ APPROVED BY CHECKED DATE
a a SAN BERNARDINO COUNTY ROAD COMMISSIONER
Corssfivcf 2!4�C Consfizef�' -
Ccr�s
S,41 Na//B DEPUTY DATE /-Z/-(oS •�•
Cuysfrvcf Curb�6'u1S�cr/olti-.Sy�iVo !/,S
SHEET N0. 3 OF —Z SHEETS
TYPICAL SECTION
See Sheet 4 AMETHYST STREET
W SCALE : 1"=10'
Q
6)f 1111
Curb Rtn 13d Curb Rtn Curb Rtn
A =89x16'26" 12 18 18 2'r,'26' &=9643'34' G=89'18 26"
R = 20' R=20' R= 20 [8d
L = 31.16' L= 31.67` L= 31.16'
T = 19.75' 4 T= 20.26' T=19.75' 50
o W
o
Const Bilk Wall 1D
per O�
Const.5'Sidewalk er t .109 z
N 5 �� nst. 4'Sidewalk per Std.118 P I 3$,i3 x�^O
I Const. P.CC.Cross Gutter per Std. No.119 U> fir\ nj
V) 19 $ZI Const. BCurb & 18"Gut:er per Std. No.115 �Q Const.112 P.C.C.Cross-Gutter per Std N0.119
Const P'vmt per Typical Section 3S? �0 1 ' M M 7A, 1A3
_ "' "' BANYAN STREET 3 3 ' A YST _ _ _ STREET _
,In ;� EXISt. A.C. Remove & Replace existing I t0 Exist AC- �9 13
�„ pavement Const. P'vmt per Typical Sectionrz
5
\ - - - — -- -- -- o
2 co�fA.c rte•.-•;;�; .
N 1 Const Cutoff Wall \ <J.0 40e-- d�b� I Z` ns QC Tgm
� \ _ O� I —Const.g��+rb 8. 18•�Gutter per td 'fie � AC Berra
C x F per Std.127 _�Const. 4' Sidewalk per Std. No116 S Const. P.C.C. Cross Gutter per Std. No.119
W o2 c
_-p o -j
+j O ° I-- o 'd +,
C$ + � w 10 U
J ` ti
Curb Rtn q i 0` b Curb Rtn
IN
U
R=20'09'30 a0 4 A= 89°50 30"
R= 20' >1
L= 31.47 � O \ L= 31.36 Z
T= 20.06 6 T= 19.95'
0 0'
V
2' 18 18 2'
PLAN SCALE 1" 40' PLAN SCALE 1"40' See Sheet 7
-
_ 1 - 1720
13
12 PROFILE SCALE 14 5 $ 9 10 PROFILE SCALE 11 12 13 1
Horiz :1y 40 Horiz: 1„40
Vert : 1=4 Vert : 1= 8
o� 6�
7
ti
/.d7' 0 1 1
4l 1700 1� 1700
;'6/4 74 �{q4 4 "/4 "/4 * h) n1
0
�19 CIO
o 00 o"Ve. o,
tik
�► a1 Or,9.x/6rou.,o'k3 N.!� 00
tiM
1645 0 � � 1690 ob 1 h 1720
�
,� I ♦ \ '
b �h `2 `��e \ �► O 14 1/4 '64 tX
31.3&'
D V �ti
ti
a9'4
w
1645 +oi °� m .� 1640 1690
0
'ti �
O
1645 _ -1640 1700 s, 1700
X83 � P3 O Orgir�/C'r'Our�daf�.f� 9 �
.1f Acsi9n Cram: ts
� � 90 �5t3�
h� 1640 1690
o � X O
ofsi
r
\ h�
d0 VC.
WCC•
3 C+}
7
SAN BDNO BLUE PRINT CO.
A N —AM
BANYAN N ST. ET HYST ST.
TR. 7232
SUBDIVISION IMPROVEMENT PLANS
30
30TRACT NO. 7232
DISTRICT
SUBMITTED FOR APPROVAL BY
RIDDELL and STRAHM
3
CE 1:314
035 O./7a5S as APPROVED BY CHECKED DATE
M .
See Sheet 5 S/o Vii' -ely ��� L;�c s�' r5la / SAN BERNARDINO COUNTY ROAD COMMISSIONER
W L � •.
Cons�rucf Z"A.C. DEPUTY DATE
Z Comrkmcl 4'Siol� - C'onsfrucf4"C/ass Z A Base
W J"1*10161- 6*1A10- //9 sJruc/ Curb Oufiel-,oer S1,1 No. //S SHEET No. 4 OF 7 SHEETS
III 6b TYPICAL SECTION
3O' 36 JADEITE AVE-KLUSMAN AVE.
5 Curb Rtn Curb RtnCurb Rtn SCALE : 1"=10'
=89°16'2 6* p=goo r 18 1 p=90°
R= 20
r'2
R= 20 R =20' L= 31.,42'
22 111- L= 31.16' L = 31.42 T= 2p
T= 19.75' T= 20'
I
0
0
wti on°I a o
Const. 5'Sidewalk per Std. No.109 5k In
fr7 t�4Const. P.CC.Cross-Gutter per Std. No.119 Const. 4' Sidewalk• ,� Const. PCC. per Std. No. 119 y�. G p per Std. No.118 �
Const. 8" Curb & 18" Gutter per Std, No.115
rAl 5�st 55 9 Sb?29 Const P'vmt per Typical Section `O °D
- - - - - - - - - - - _
AVENUE - - - - - tV
co
3 d5 a 132 'o
U
r _
tf70 1 onst 8"Curb & 18"Gutter per Std. No. 115 N
Const. 4' Sidewalk per Std. No. 11B —�
7
A b o�
5 c
z Z+ J
Q� �r
U
z h + a
CO
Curb Rtn
A=90°43'3 4"
R=20'
See Sheet 3 L=31.67'
T= 20,26
'
PLAN SCALE 1'=40'
0 1 2 . 3 4 5 PROFILE SCALE 6 7 _ 8 9 10 11 12
Horiz : 1=40 a
Vert : 1'� S'
/.4 h
4,14 °/4 6a. O'
,� y4 ,� � �� � Ori9i/la/Grovn�af!!/� 1�• R�^
X �1
ti
� � �► � 1700
D � h ti � .0 ly ti o
orr i.,a/Grour/d8f
'w
.9
^ lvo a/'C'0Ow
r6 fi/� Tom oj'Car6 Profi/e
04
Nv
�q � � � � p Tom vf'Cvrb Profi/c
/00 VC, p
1640 1660 . �-:yip/Gro�r�o/a�'.� 1680 ti 1700
k
D q 0 ^ �Ai%a 9
� !►- �' �`
S� Or�9�ne/10
6/1.44.7'.71,e
/3° /o ' .C. N
ti
1640 rAo of Cvrb -of:/� '166 0 o I
r� oC�rb P�{ice 1680 1700
5 � ti �
�9 y°
%
C 'Q
�
'� /3�
l g 9 ti Prod/e f�
1640 1660 1680
L4 41
SAN BDNO BLUE PRINT CO.
JADEITE AVE
TR. 7232
SUBDIVISION IMPROVEMENT PLANS
Curb Rtn
TRACT NO. 7232 p=81°50'S5" DISTRICT
R=20
L=28.57' SUBMITTED FOR APPROVAL BY
T= 17.34'
RI DDELL and STRAHM
Match Line See Sheet 6
Curve Data 6+00 C
W R. D= a 23 29 8
R=260" L=1.7
W Cb A= 2° 3136" R=248' L=10.94
S>6T_71 5+69.28 E.C. APPROVED BY CHECKED DATE
d6i SAN BERNARDINO COUNTY ROAD COMMISSIONER
S tS9./4 eG.R g
6?' S
(��_5+ 26.42 - eurve DataDEPUTY DATE t-2i -t
N R D9R=200` L=314. SHEET N0. 5 OF 7 SHEETS
�• N Cb p==90e R= 212` L=333.00 1
S-�RET (r. p = R= 230` L=361.28`
POPLAR tL
B�F.
Const. 4' Sidewalk per Std.No.118 Curb Rtn
C r8S �3 D=90' See Sheet 4
-� A U R= 20
� ! m L=3142`
UT= 20'
- u
L
F- 0
0 Const.8"Curb&18" butter per Std. No.115 w
Z Curb Rtn06
p=81°50'55 X
1 R=20 \ + O z
Const. 4' Sidewalk per Std. No.118 Q <
N
L=28.57 Const. P.C.G Cross-Gutter per Std. No. 119
A T= 17.34' ` & i
r� S
N
.0
JADEITE —AVENUE co�� ��-:� e - AVENUE S��oo r'4'6
/
- -- -
P�� sh/No. 30.E
� Cans/r�rcf Pvm f Per Ty�oica/Src/ion
- Cbnsf. ,4C. Cufo�f'f'Ya// C'ons�rucf Pvrr, �,alc�Typo%cz/Sccfion �$1 rIA,
t
1•
\11
`Const. 8"Curb & 18"Gutter per Std. No. 115 C
Curve Data
(D J S" S R _ G=69°02'07'" R=260' L=313,27'
W
S Cb L=71° 10 14" R=248' L=308.06' V I—
J
t 6
t Q
� + a T3c\j 0
Z
Curb Rtn
DETAIL A=906
A.C. Cutoff Wa I I R=20
Scale i-/0'
200 VC. L=3142`
T= 20 See Sheet 4
D �
M
PLAN SCALE: 1" 40' kq h PLAN SCALE : 1"=40'
12 . 13 PROFILE SCALE 14 6 o 4 PROFILE SCALE 3 2 1 0
Horiz:1 40 o ti Horiz: 1-40
Vert : 1" 8' N h a ^r Vert : 1" 4"
11� �9 GZ�ii.�e+/Grouna' L POD Y.C
n 0)
�\ � \ � h
� a i 4 A14 AA
I \ �
t a16 �oxz/c1710 1670 � dofo
o
�o t
O h Togo o!'Curh f1-off''/c h � h h h h
fo.600%
\
1-700 � +¢. °° � ° ti ��`�`' 1655
o W
�.. 2.9,57 tj
4/7y�i�8/!rmunai of IY fid 0 d/a 9a 4 4t q b O��ina/Grou�af,>
o\1L N \9 � � v � ZB•s 7, a h
0�,9�n�/!rrouno��f,>E 1710 1670 � /e
a
b � h iGPo �
^
Q1 � Ca►°s�.3,4.C. Ca/o�f'`Ya / � h � � h \� � O a �0 0 �
0 ^ x �
1700
�, . �; o ty 1655
, .�9� � � � � � � ti o' -�
� v T,o of Carb f3-off'/c t� ?o 'Kc. h .
O � "�'-X89•- p 'N'
2oo vc. � � 1^• � tO_ � b '/44/4
�7 ��4 4 �4
P 1 / 1 0 Orina/Grr�uno� h 0`� 4 h A > ,
l9 3�
7''111111 h tih � A � � tiN a � b � a
O�ii�le%ouno�a/E�
°
N
%\
1700 a 1655
.. No. q S t
SAN BONO BLUE PRINT CO. KLUSMAN AVE-JADEITE AVE .
TR. 7232
SUBDIVISION IMPROVEMENT PLANS
TRACT N0. 7232
• DISTRICT
SUBMITTED FOR APPROVAL BY
RI DDELL and STRAHM
'
CE 13146
APPROVED BY CHECKED DATE
SAN BERNARDINO COUNTY ROAD COMMISSIONER
See Sheet 7 L�� DEPUTY DATE L-2I--6.5 ,'!d
SHEET N0. 6 OF 7 SHEETS
3
2 18 18 1
m
r
Curd ,tfn. ( Cvrb 2tn. —
s90%05,Se` I e s B9'/�
.Q- 20' ,ei ?O �..a'
Tj �o.P7• �� Tf/9. 7.9 UU
L=.3/.68•
I n
KILOConst. P.C.C. Cross-Gutter per Std. No.119
Const. 4' Sidewalk per Std. No. 118
4_j Const. 8" Curb & 18" Gutter per Std. No. 115
---- N_ - .SECT/ON A -A
TYP/CAL EA�2 TN D/KE SE'cT�o�V
•� Const P'vmt per Typical Section q� �� q1 ' p�" $� _ Cone Berrie�e .vo scA[F
� _ _ K L U S M A N _ _ P Y P — — 95. 9 �° l� off% AVENUE _ _ 0) _ �,-s ,�. sos
_ C'on rl A.C 62,loIr
N Co st. " Curb & tier S u
x
v) _ _ �o
Const.4 Sidewalk per Std. No.118 G
PLAA/
q � 20' TEMpO,Pq,Py .gB.C'.D.E.
a"
X�� I
_j
979,
� t0
~ � TRACT BOU/VOARy
Z I R R
I �
PLAN SCALE: 111=40
Af
6 7 $ g PROFILE SCALE 10
_ a � � 11 12 13 14
Horiz . 1„40 �, h a
S.
Vert : 1 = 8 a ;v tiIs
0 a ti 0;/7.7/ p°I
414°/A14
Or�ina/Grounc/af W&6 R1 q00V
� �t� / °/ '� � � N U 4 4 4 V d
O
0 0 �ti o Too of Curb Pro /c
9'
^ NZOO
1680 1700
� 4 � To/o o�Curb P-o/:/c O• � b
n �
� ^°)
N
p
41 N p p� g
qnj
hl h ^ \ d h Ori : a/G�-o�noi Per-do/ai/ -Shed b
p tito�tg h 3
Ori9:na�Groun��/.1 �
1
a �1
Pro �c
1680 �4 o o° h 1700
�►
448 Xlo�00
QOr-i9irlo+/Grnt�r� --�
af�
vIr
19' �! 99• >rs429� To� o�'Ctrr•6 Prr��%
1680 o tiw 1700
re\
D M
hl9 h0 outij � °�
WCC . ®• � � �
�o of
SAN BONO BLUE PRINT CO.
KLUSMAN AVE-
TR.
VE_TR. 7232
SUBDIVISION IMPROVEMENT PLANS
TRACTN0. 7232
6 DISTRICT
SUBMITTED FOR APPROVAL BY
3
RI DDE LL and STRAHM
I
V, /zs' ia' C E 1314
o
APPROVED BY CHECKED DATE
`C
j ss� ss
SAN BERNARDINO COUNTY ROAD COMMISSIONER
OS' DEPUTY DATE
0.�' ���• &C7 0.41 0/S• r i
Leve/zi7c /D /�
SHEET N0. 7 OF 7 SHEETS
C�nsfracf.z AC See Sheet 6 Curve Dada
See Sheet 3 's ewa/k Consfrucf4"C/ass I A99. Bass N& G= /o°40'4/ Q=370 L=68.96
NCh A -100-00'4-1 �=382 Lr- j/, /9 I
roger Sib'No. //8 Consfr�cf Curb �Cuffergci-Ste! ^/o //,s' `P
G 6,
TYPICAL SECTION ceb � �a, ,
ELM ST. 8� POPLAR ST. 6 a=8/ so ss i
33' 33' SCALE: 1"=10' ,e: Zo'
22' 11 30' 30
G• 28.57
12" 18 18 1 ' Ts /7.,3¢
Curb Rtn. Curb Rtn. 14
A = 89° 50 ' 30 " A = 890 14' 02" Q Qj I..IJ
R = 20' R = 20
L = 31.36 L = 31.15 b z y� ��
T = 19.73 n ^ w N a !
T = 1�J.9 5
W -- > o 6$h�� r � 9
W I Const. 4' Sidewalk per Std. No.118 Const. 4' Sidewalk per Std. N .11g . �� (,195
Gg.9Z Const. PC.C.Cross Gutter per Std. No.119. Const. PC.C. Cross Gutter per Std. No.119.
Q2. - - .-.-. — ---- ------- _--- ---
Const 8" Curb C.& 18'" Gutter er Std. No.115 `y Cbnaf. 3 A• P _
Const 4' S+dewalk er- 5t,1 N.. if8 r G�
'7 0 -- --- co O O t , S/off P�✓ii� "1�'� �1.
S
o �oti� _ _ ELM - - - + _ STREET - - - ''� �J_POPLAR _ _
3 — 9�• Consf&�rricadr 6y
Sk'No..30s C'onsf �Lisf per Ty�ica Sec
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�p N Const 8 Curb & 18 GuAer per Std. No.115. +
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Consf 30 min. Solid l�losonry Wall Const. PC.C. Cross-Gut per Std. No.119
L= 51. 47' \Const. 8"Curb & 18~ Gutter per Std. No.115
Curb Rin. �. C'ar6 h V
9 Curb Rtn A =900 45' 53" ar8/°So ss" p H' lQ_
G = 90009' 30" R = 20 � yr
.2= 20' Q'
R = 20 L a 28.57
L = 31.G 8 '�
W \ T = 2006 T = 20.27 z Tj /7.34
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PLAN SCALE 1'T 40' PLAN SCALE : 1"=40'
aoo'Yc. PRO��LE SCALE
PROFILE SCALE
*441
Horiz 1 =40
'141 ea ti ^ b °0 � � ^ �' `N^ o � Horiz . 1" = 40' Vert 1"4"
Vert. 1"= 41
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