HomeMy WebLinkAbout476 Slope easement Y5' SUBDIVISION IMPROVEMENT PLANS
3 y 33 3 shf / TRACT NO. 7
22' L22' 22' ' 22' //' y y L EMON AVE.
/2' /2' /0' 4' � ¢' /p' ' /2' /p' ,�� � I � SUBMITTED FOR APPROVAL B
/p
qs-...I 0.5 a , j � � A DREASEN ENGINEERING CO.
0./7' 0.50' 0.63' 0,60'
Level (. 2_
1/)
l 053'hireLeve/ .___ '` Line
R. E 8205
x t J . � 0
Or /l2•/ � S/o \
G a e � o � s/p .p...
8cf /
„ rade stray hf e k ma 4 .
1 g . . ., C g grad tb X 2 �
c.
8
.- f. � � APPROVED BY CHECKED TE
. -,f- HECKE DA
Future sideiva/k O ,ACS Const "Pl.C, sio'Pwa/k perSfd. /09
Const PC.C curb /8"gutter pe StA! //5 Const 2 Grade CO/7St. �l"P.C.C. siclPw?4 a' "'� W SAN BE R N A R DI N O COUNTY ROAD CO M M SS I O N E R
f m
. Cons 0.2 .0 .
W
F t re in roveme per Std. /09 e
u u i nts P
Const P.GC. curb /B utter per Stc� //5 P
� p
9 P N, e� �z
,.
TYPICAL SECT/ON ECTION � y W y / ?Do DEPUTY DATE
LEMON AVENUE TYPICAL S Const. Pl.!'curb /8"gutter 'w (lit
per Std- /5 SHEET N I OF 3 SHEETS
N AVENUE /
L EMO A E E
P
Cb. !9117. 2�4l• 59 Fry ORANGE ST
Z
I - o _
,P-20 Const PC.0 curb l8
�F � Const` /?l.!' cut off W2711per Stra! 127 �.
L 9/.34 h l gutter Per Std. //5 ORANGE ST. Z EST/MATE OF QUA NT/T/ES
�W J ti \h Q
L - ;� tix Grade per typ1ca/seCh�1/7 /. 47, 727 sf 0.2'A.C. Paremen/
- -- - - - - - -}- - - - -- -- - Z 2 79 /,, 12A.C. berm
'0 \ rave//ed rnad way �I 3. /,694 /.f. RCC 6"Curb I /8"Gutter
N N
INDEX MAP
4. 628 /.f. P.C.C. 12 Curb A /8 Gutter
' N
Const /6 h Concrete Q 9� N V - -
block wall per std. ( LEMON A E. 5. 63 /,f ACC Curb on/y
!� ,_�- - . - - - - . _.. . 6. 543 �S'f P.C.C. 8"Cross -Gutter
-� o �y 9 H " 7. 9, 745 s f. P.C.C.4"S/o'ewa/k
90l B ,�02 �- � .. . � ,2 5 0
! w11w�1 B. 3 ea Street �Ylarkers
Sewer Nlanho%
r
a 699 /•f. 6 hP<.C P,C block wall
GENERAL NOTES '
/2. 50 /f 6"�P.C'P, - /500 D
Const A C. pavement pe tyvica/section /"_�1O e e n s and the 1966 Standards /3. 2 ea. Post wI fh reflector `Y-2�-, f'
f' hs /a
� / done i accordance `vi h t
>. AJI work shall be n p /4. ! ea. Const /8" RCC C, Stand P� e
( end S ecifications of the County of San Bernardino.
/nsta// Street Marks er Std. A03 ?-W3 v v . 4 OD c. . Street fXcav�,6�17
�n I p ross on .E. corner of PCO' headwall at N•W corner /5 ,0 y
I � � � � � h � � I I Ei
2. Bench Mark Data Chez. c S
I a I I W V /6. I,450 c. Street Einhankmenf
I Q h h
V \ � � l of Beryl Sf and Nineteenth Sf
o e h I E/e% /527.04
� I I � /7. 3 eco? amore /g'-36'Stand P�,bes
I3o -� � 5 3• Street markers per San gel 1/70 County Std. No. 303 303A sha// be constructed /6. 749 /.f Remove 6' VCP.
i /9. 500 s f Rpmo ve PCC.
C,
6 8 /8' at each intersection•
20 794 If. Aoernove OCC Curb
-0.5" 4. All pipe lines or substructures of any hh7d not shown on these plans lvifhin the
�. I I �, /imus of/his subdivision or in ad/acPnt areas where improvement work is fn 2/. / ea �Pemove Barricade
See Sheet 2 I ti See Sheet 3 be done shall he remo ved or re%cated aS rewired ah no cost to the Z3. j a P,C.C. Cut
c,; v San Bernardino County Road Deof l
5. Compaction test of ernbankmenf construction,trench 6arkfr71, and a//subgrades -
sha// be ,performed at no COSI to San Bernardino Cocinty I and a written report
V Sha// be submitted to the Contracts Administration Division of the County
tb. stn. C6 �Pfn. C6. �Ptn.
Road Department for approves/, prior to p/ace�nent of lyse materia/s and surfacing-
'd 90`/.3'08 d 90' D=90" 6. The respolmbihdy of adjusting manhole covers, paving repair, gnd paving
�P=20 ,P=20 ,Q= 2O rep/acement in connection with subd vision sewer line insfa/lations wi/l be the
L - 3/49' e= 3/. .x12 _•9/41 responsibihfy of the owner, and shall be accomplished in co1npliancP with
r=20.08' Ordinance Ala $15, Section 203, 209 and 2100
7. Ashen curb o'PPress1on are pro✓io'ed for driveways, 00177,0%te driveway construction
be required in accordance with County Road Department Standard
4' IOD' ✓C. Orawii�g No. 128 and related specifications.
_ ._..-.... .a-__._ ✓_____.
• d V414
F/ SCALES
PROFILE S S
,
\ ao ao o lloriz. 40
0
I "
m
�p north curb ,t 1/erf / 4
/670 0 V
-
ap 'h
. Tan. / _
9 h o ,
O
o
ni
3 00' 1/(,.
a
v
a p h ao fo
(,
/00 l�CCIS
-
01 O
� b
/670 _ : � - �
C:
h
N .
SFS. - -
149
3 -
Y
94 9.a
3l.42
.114.Y4 -
94
/660
No
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o V
3 m h �V
h "�
(} N h h o
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T out orb
5.00 / Tan. r _
9
1660
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LEMON AVE.
TRACT NO. 7844
6w -Curb hne
SUBDIVISION IMPROVEMENT PLANS
88'
3,2 TRACT NO. 7
�P-02 12' 2 2" /2' SUBMITTED FOR APPROVAL BY
!a/" ANDREASEN ENGINEERING CO.
% 8' 24 d LSA
12.3 122
I r feather fo jo 2./7' R.E. 8205
Fut re f.5. / 2'overexist rinf APPROVED BY CHECKED DATE
2Q" I /'
0.20,i 0.33'l �� Aemove exist. 0.65
' "
/i/7e�« curb _ Slope 1/Q"r1I 6 PC.C.p, See Note df left SAN BERNARDINO COUNTY ROAD COMMSSIONER
CURB b GUTTER DETAIL
"' DEPUTY DATE/2/f�7
See Std No. 115 for notes i� — i Const, concrete block wsl/per Sfd .;0/ e 302
& additio/na/ Defai/s tu ExIV 4C. cap over PC t" Const D 2 'A.C, pavement + � SHE T NO. 2 OF 3 SHEETS
Z I� TYPICAL SECTION
"600st. 4"P.C.C. sii�'ewa/k per SH. 109
Q � '
� CARNELIAN ST. "Const RCC curb 18"gutter per Detail
O
W
-
Qk Z, cover, 25'N, to 25'S. of S? t
C
�Pen�o ve exist Pl.C, D/4 � is� ACC /?s/W/ 2 Posf w/reflector ('I�ZI-�P)
CAR_ NEL /AN _ _ exst. 4.c. on acc. — ST /a"csP vi
e X113• Instal/ marker tew-60-/2)
10. 4%
p\,p09�`� 9 -� b �p���l � � �h�' `gtib�l �1�, `oyo�1, y9� �^6 �� �o '\ � � �� �1 ��109` l r
ConSf 2d/,f /Z"q!'berm 1pDoh �� ,,Iee f0.1bin Z'o✓er Inst. pvinf. "'� `� fesfhPr fo join 2"over exist pvmf p" 1p ��� "
C. herrn
Remove 2r1'C.S.P— - — ._...-...-_..__ — ----^ "✓. . , - -- --- --- __ -- .. -- - — 6 — — -- - __ - -
?,'.'•?
"' -- ---- � - - - - - Const 6" P.C.CR
.o
Const
PCC cross-gutter per Sfd. I/9
W 36 v e ^ Cons1.4 concrete block w 1/Per Std- 301� 302 ` :' ( p ( L W-- J
~ ° ^ Const. 6"PC.C.P See Const A,C, p6WI77 nt 1AP,- pica/section ^�
Z v .� a 10
Note at /eft o ( I °� -o
t\" �' v �' $ ' o I o W /nsfd/l Street Verker per Sfd, 303 303 a
33 25 1
consf .PCC, urb �/B"gutter per Detail � � ,� �
22 22'
w NOTE H Remove exlsf 6 �C P fter completion e COMF1 d"P• -C, sidewplk per S d. 109
of 6"P.C.C.P. , see Noe / of /elI ti 05
/. 411 work to be scheduled and coora'ifiated with a
the water service schedule of /oarrmosa Wafer Co. h /2 // /0 9 8 7 6 5ee Sheet /
2. loamosa water Co. to approve selection of
contractor before any work is started!
3. 411 work to be comp/eteal to the safis faction of Cb. QPM. Z Cb. �Pl`n.
loamose ('Yater Co. & San &rnard�ho County �Pd! L-p> Note : P.Ps to be relocafecfot no �=90°/3'4B" � ; 0=B9°46'52"
C051 to S. b. County . �P-20 S, Ao 20
Char/es ' alhac�'i,Pres loamosa &27fer Co. [=3 49; [=3/34
(7/4) 992-4788 325 N. Second Ave.
Ts 2D.4B J T�9.92
upland, C600rnla
(714 982-8838
/ f e Y-- - -
_
23 24 25 26
2T
a -
, ,
PROFILE scAL Fs BENCH MA PK
N riz "- 0
Y0117 / 4
E ss on S E Corr/er of PCC
e
heaA'�va// of N{I! corner of Beryl
o� 1
Sf /Vineteent
o �
h St
152 7 04
f ; O
r
}
0 /
,/ 1� _ /670
a
0
N
0
l
o 3 ole _
0
�i 1650
0
1
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9�
6
� 94 49'q
W
8.4 O
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:
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1670v
v
d
e
,
,
o
,
�n
0
o 00
l ;
o r
°o /650
,
o
°
1635 �' 1650
East` - _ -. ur �o o `�
_ _ ?_ _. To p�sf c b -
/ d D$
3
_ Q
h PC.rP. _
Q
:
V
if CP o .
+a 3
/650
- -
CARNEL IAN ST.
TRACT NO. 7844
SUBDIVISION IMPROVEMENT PLANS
TRACT NO.
7844
/ 4
Curve Data SUBMITTED FOR APPROVAL BY
RPr 50 [= 2056' ANDREASEN ENGINEERING CO.
62 L= 25.49'
Cb. �Ptn.
Q=9�e R.E. 8205
PC 20 APPROVED BY CHECKED DATE
Curve Data
SAN BERNARDINO COUNTY ROAD COMMSSIONER
Q s/37'06'46"
ch.. R= 58 L=/38.80DEPUTY DAT E/z
R R= 70 L S /67. 5/ See Shee /
I/ /0 9 8 7 6 W I ��s"
� ' 1¢
22' S' SHE T NO. 3 OF 3 SHEETS
Qn `� Const 4 PC` sldewa/k per
ap
/2 �x Const RCI'. curb /8 gutter per td. AS 9
01
o. I
3 '
w6, w6„ h• �
a _ EMERALD S T. r,sMH _
S.M.N.
ti
p/
pI
Z
0
` � I
9 /nsfa// street` marker pe h W
L
6 P. 90 a
0 & 3a o
St 3 3
/3
3 �!
It 4 P . .
Const.` .CC. io'ewa/k per S 9
�� 9 /6./5 B. C.,P. s td
Curve Data fa• p c, H
s I .
d= 23°.f3'23" 1� 0 � C W
6 A v Const. P. . curb /8" utter• per S 15
I
3
R• /
+ P 9 P
R �P-50 L - 20. 56 g / �
ch. ,P=62 L= 25. 49 8 f B8./8 B C.
p
� W Const A.C. vernent per typica/ recti n e °o �I33' 3 "
h / 2 3 4 5 a
Q � 22 Z' Z/
Q: '
i
OO D
k�move exisl` harricede ��
l•
Cb, rPtn. 0'
6
�,��I` Curve Datd 1=3/.42 /2
°5 A7-=5,0PC 20
d- 90'L =76.54 /8 /8" /2
tri
IT-1 r 4( 4" /2' /2'
/ ' D.5 D.
5
Cb. ,Pfn
9 a=90" 0.35' 0.65' 096' o-do'
\�
FIT, R=32 sio e %Q".•/• leve/ lime
b. SD 27
Const 4PC.C. Siwe walk per Sld. /09 TYPICAL SECTION Const. 4 Pc.� s�dPwa/k ppr std. /d9
500" C01-75f PCC. curb 'A ORANGE Sr
Id"gutter per Std. //5 1 Const P.C.e, curb O/8"gutter per Std. 1/5
v EMERALD ST `Const 02',4C',oevelrent
Z N
hV
_ PROFILE SCALE
West !�' O Horrz / QD
BENCH -MARK
.92. 53' V C. \ �o
Chez. cross on S E. corner of PC.C.
IN� a
/660 headwa//. of N.1�Y corner of geryl
/ 8.80 h 25.49 O b
_ f N/�eteen fh St.
s 0n c,
s 25.49' a/3 9�6 96 9�6 96 `� a West R -, h W Eley 1527. 04
or cb. D o d o D
o m r
106
h 5•
M Top 00
west curb e _
South k' o •i�l Too west Curb
a0 Q 1017 V.C. Q `�
/640 `� h /660
E
75-p PX/s�` south curb
e 112
c
vi a ,
/ � O 11/c,.
J75. o h
54 ao
To oath curbo
L v
on
4i O i
_ D
': •+. � FX/Sly
' � EXlS1� � 'th � l�• o ori �a' _ _
ao a Q 1 o x
C .� op
J •v /DO' ✓.C.
1640 1S. 1660
W
�o
/2
o a 94 � 4
_ //2/
fast k' Q
50. 27
�4 Q 4 11
North h fast ,Q
°
y t} o
h
N � et tri
- _
l{C
1640
oa east curio
f °o i _V _ •
/./2 l
/2 y Toe east curb
7- o, b
f oo north curb � � o w+`-�.
Q� EMERALD ST_
ORANGE ST.
TRACT NO. 7844