HomeMy WebLinkAbout3797-4v
U W
i - - -- ...- -- -- -- - - -
CQj
I,
`^r_
ca
_-• .-___ - .. .. .. _. _. ._. -. - _ _ ... _ .. ..--•____ _.• __-- --__ •__ j _. _ _ -_ _ __ _ _. __ _.... _ _ _-__ _ ...- _ _ _ _- _ - _. _ _ _. - -_ - -- _ _- -- _ -_.. _ _. -__ _ - _. .. _ _
-- - _. .. ._ _ _--_ ____ ___._ ._._. -J __ ._ �. __ _. _ -_ _- .- _. -. __ _ __. _. - - - -- - - - - - - - '. - - _._ __. _ ... - ___ - __._ -_. _ _..__ __ _ ___ _ _ _ _ __ - _-__ _ ___ _ - ___ _ _ _ -
_._._ - - __ _ M
.
- - - -1 - - - U - O - Cb - -00 - - - - - --
_
'.
- _ II- -
J
- - - - - _- = O O _ - -- - - d• -_ -
I - �
- -- - -• - - - - -- -o : - - � N= - - - - --- - - - - w•" �- - - --- - FUTURE
- - - PRO =_T P F -p - - - - a- - .- �- -- - +
- - - - �=N _ � - • - ,, -- - ACCESS
-_ - - -
luoV_ _77o -Is _ _ _ _ - -
�, .: RAMP
V �-
6-g, 0
- - - + - I - --- _ 0 C.
N
-- - I - 0. C. 4:= 6 ^� o I
\C)
- z
Xl -T � RO N W W o U �. v� _ . - �� m
.= r
i I I o °� ►_ �,-
-'(G G `1,• h`L
0�
A.
1- ,,, z N 'i= 3 2 FS 6
m z U Q rn oo I - - - �- --- , -- --- - - - - - -- - - -
i T-----�----- I , � � _ � ' _ � - . -'� � �, ►� , � �'� _ o �`' :o v p _-• � N ,� � `�; - -- _ _ -` � 1 - �I�. � 5-� .26' _ � � � �+, ,Z 3Fs � - ��F�' s��jc�
_
- --! °}-_ p �- o
1%3 L14
I s
Q cv 4 N .' p N -- ( I I Q i
1 ! I + ` '� i i �� `" N .� N - �- _ _ o ''� -- -- -- - -- - ' - - -- - I --- - -- - -I U j `� �o o� G Lj
_ - - -1 G 72
• L .5;4 I
.. A�0_
- - - - -
9
-- - - - - - - _ - - - -
N z _ -
L�--� .8 P 38:1 .0
- - 3
s
- co co ,, , ,_ cV .:. ►� L= 54- 98 d�y- cn `� �- - 1
4 .37 -25-N J
Tn
� 1.Q Q
v ►� Q i 49'
o - °
--
JZI_ _ 1' 42.37
m:
El
r03 pr�_l`
_ p I- N _ a �
-
,� 1
c�CIO
r = M - `V PRO T P F . I _. Qo = o N o� _ °� "� 7 q -tom S� ' �-
T1 -I�,. A ��
-�
It -
509' -
IRW_ 1likill
- ° I ,,°`� �1�' �' ° DETAIL
L ,26_, 6' =1 f. - 4: _ _ i ,�C� �_
_ I . -- Rl -_316..7 . _
�� � SCALE 1 -20
-901 T
- -
W W I
Ln
FUTURE
-
-� + ACCESS
--
RAMP
ILE
- _ :NORf :1» 40 - _ _ C20?
E T-
� _ fro• 2�� -
PLAN 1 "= 40' _ C2 6 G
15 _ _ G1g \ G
10 11 12 13 14 W s k �G
mac, Q sr �9T 5�G5�� �pF k ����F
SCALE IN FEET N _ - - - __.:�- - _ ��G - �G - z •�
0 40 80 120 160 d- c�6 �F 0� o- '•
SEE SH T. 5 c� - %24� ��'
SEE SH T. S ..
J �� 5 306 5 �F`'
Q)
W aSr rAF-K WAY
I� l ��r trA�. WAY �°c F �� �G � 6 c ,��� ^� �• '
10 I �20 = - 211 19' I 9 17 �6_ SFN ��' Alb -
CDG G
-
00
10 ig all,
J EC W 5 I IW�i 18 0� �8 10 00 ��.I_ EC
l °
U C 36.46FL i o \ ,, J �' I ;�
36.96T _ _ _
BC ,� - co U I I Q U U \ U U rt- ` �b O BC
ao -
-+- 10 114:m 'llq- m,,� v '� U N �� �' "� -� �° I old:.:: 39.12TC, 38.62FL �\ 13+98.62 B \�� J
/� 33.83TC, 33 33FL -- _�, �' o, "' ►, °o ..\ 12 RT��G �o • ��o,� �' tet- ►� ao
��J • C V N �� L _ V'• co J O �� ; �w �I- 6. (� /cs
\ J U N Qo U U N 38 �-
I o + 'PR R W �' `. U� c� cy) _ ` �� �?--9N n rn � �` �' _ o�, J •� o \�
W = 7' N '� 2 U + II „►"� + ►� •� ►� FS
'� _
�• - \ o 3 ;.98.� 38.17TC, 37.67FL -
33.54TC, 33.04FL o.43_� \ F rN7 ` eele =P ! _ C2 - FS DETAIL
I g n RcP / \ .J.. - - \ '' _ SCALE l!=20'
_ -- -
�
a ,a t _ ,10 `� = `'�' 1- �' L y CL
6 co 11 1 p 2 aT. 2 0
21
coo - � :1.C.`:. '� 14
�• S-
10
�• J i J _ J � i\ _ �- _ J J J J � �
W 6 U W W W
U�V_I�WpmN Uc�O U� m�O
.� ,,2 W r.rl PROP R/W =5' � o
O o o� W v O G 3
Q_-) C/) �"� No"�O�o - m►��►��� �� �� �� 10 �o O��v V `3 2'9
1ft
00 0o N � `, •..W=S oN,' � °�°• � � �.� ►� -i, � � ' � U� rn mow+ � � � � � -+= •� � aj �� G971 9
•Q
ca 10
CONSTRUC RON NOTES: _) o , _
A ��.0 111►
w`�' �Y
C 15
CURVE
TABLE
26.12
13.36
CURVE
DEL TA
RAD/US
LENGTH
TANGENT
Cl
90000'00"
37.00
58.12
37.00
C2
995957"
62.00
108.21
73.89
C3
56002'17 11
4.00
3.91
2.13
C4
90'00'00"
4.00
6.28
4.00
C5
3305743"
85.00
50.38
25.96
C6
180000'00"
11.50
36.13
INFINITE
C7
206003'50"
9.00
32.37
38.88
C8
30' 12'32"
31.00
16.34
8.37
C9
30.12'32"
50.00
26.36
13.50
C 10
26'03'50
50.00
22.74
11.57
Cil
180000'00"
6.00
18.85
INFINITE
C12
90000,01"
35.00
54.98
35.00
C 13
90000'03"
35.00
1 54.98
35.00
C 14
180000'00"
6.00
1 18.85
INFINITE
C 15
29'5533"
50.00
26.12
13.36
C16
209'5535
10.00
36.64
37.42
C 17
30' 12'32 "
50.00
26.36
13.50
C 18
30.12'32
31.00
16.34
8.37
C 19
2752'50"
25.00
12.17
6.21
C20
55'45'39 "
27.00
26.28
14.28
C21
27'52'50
25.00
12.17
6.21
C22
180000'00"
11.50
36.13
INFINITE
C23
37'2628"
71.76
46.89
24.32
C24
52'36' 15"
4.01
3.68
1.98
C25
901,00'00"
4.00
6.28
4.00..--
.00: --C26
C26
99059'59 11
62.00
108.21
7j..'89
C27
90'00'03"
37.00
58.12
17.00
GSF,
7`1'33'S4°
�•OD
/1.11
G•GG
c z9
G56 z2.3a„
8,0D
q. �3
s •l3
W
W
O
- W
PsQ
11
1 CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION)
PA RKS/DE WAY
R E�� R D D RAW I � �
PER SOILS REPORT RECOMMENDATION.
SEE SH T. 3MARK.-,#=
., c 366-31
- `
CONSTRUCT 6 CURB AND GUTTER PER C/TY STD. PLAN NO. 1003.
„
mm
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
r �.
SDU T'H �i�►R-K LAi�O G5
BENCH 8-17
A
BASIS OF BEAR/NGS:
O3 - CONSTRUCT 8 CURB ONLY PER CITY STD. PLAN NO. 1003.
„
- S LAR SLATE PATTERN' COLOR TO
11 CONSTRUCT STAMPED ASPHALT, FIELD A H ,
BE SLATE.
/�
PART, ON THE BASIS OF ��aF't�R�.�iATION COMPILED AND
FlURNtsHE D BY OTHERS. THE ENGINEER WILL NOT BE
S'
6G P SSloN �D�T IL
L AL D� 9P` �i►
CALTRANS BENCHMARK �-17.
BRASS CAP /N THE CONCRETE BASE OF
THE'SO LEG OF AN SCE TOWER
THE BRG. N089.59'31 "E
ALONG THEN AVE
Q
„
BANDS -SINGLE OR TRIPLE ROWS OF STACKED BR/CK BORDER, COLOR TO BE TERRACOTTA. SDU%H PAX4<, L�► �
"FLEXIBLE STAMPS AND COLORS
F� ANY ERRORS OR OMISSIONS Wft�CN
HAVE BEEN WOORPORATED INTO THE DOCUMENTS AS
,
C CecSE E� SCALff = 1D
3F NORTH IN HIGHLAND, MI IE WEST
RT
OF SAN SEVA 2.65 M/ WEST
77? NO.
AS SHOWN ON TR. N0.
16427-1, M.B. 296/7-11.
STACKED BR/CK" 18-1-202.
FOR CURVED SECTION USE F #
,�
A RESULT THEREOF
AVE.D.,
OF SIERRA E.
�
BY "STREET PRINT" (888) 581-2299.
zjC � { . cl ry SIP. d A"• /18 •
CI-q-cpmsr- W, Pt
22
ELEVATION: 1428.609
N
(6) --CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015,
("W" PER PLAN)
0 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006. p O
10 INSTALL STREET LIGHT KING LUMINAIRE # K 1 18E -EAR- 11 - 1 00(MOG) -HPS- 120-
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5. o "
el
re, If
12CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005 ("W" PER PLAN).
1 ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109. DIAL TWO WORKING
16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130. BEFORE DAYS BEFORE
18 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE PER PLAN. YOU D I G
YOU DIG
122 CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2. TOLL FREE 1-800-227-2600
CONSTRUCT HANDICAP RAMP PER DETAIL ON SHT 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTUff
Prepared Under The Supervision Of : CITY OF I -UN" NA, CAL/FORN/A o
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS (NQRo��lory PREPARED /N THE OFF/CE OF
E WITH/N TWO YEARS OF THE DATE OF L l wq F MADOLE AND A SSOC/A TES, INC. S T REE T IMPROVEMENT PLAN
NOT COMM a� �s - DRAWN B Y.• 5WTH pAOkK WAY SCALE.• N
APPROVAL SHOWN HEREON AND CARRIED FORTH INA No. 36637 c 760-A SOUTH ROCHESTER AVENUE dM � � �, fir- � •5� / AS SHOWN
Exp: 06-30-06 ONTARIO, CA 91761 DESIGNED By DA TE•
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE PHONE 091 937-9151 LV moi' �"rl NI�cY DEC. 2004 '
�C fi4J�. i6k
REVISIONS TO THE PLANS TO BRING THEM INTO I C l v \ �- OPa to : S� j CHECKED � APP O ff' DRAWING NO. 4
OF CAl-�F -s
ONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT, RC 36 37 EXP. 6-3 -0 t�2� J.3797 11
WENDELL L. /WA TSURU CITY ENGINEER R.C.E. 51152 DA'
�-
J:\126-2023\streets\ST04.dwa. 5/12/2005 8:40:06 AM. Emie. Emi
REWSION DESCRIPPON I===
mm
M_w
MEMO
I
1p 0
Prepared Under The Supervision Of : CITY OF I -UN" NA, CAL/FORN/A o
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS (NQRo��lory PREPARED /N THE OFF/CE OF
E WITH/N TWO YEARS OF THE DATE OF L l wq F MADOLE AND A SSOC/A TES, INC. S T REE T IMPROVEMENT PLAN
NOT COMM a� �s - DRAWN B Y.• 5WTH pAOkK WAY SCALE.• N
APPROVAL SHOWN HEREON AND CARRIED FORTH INA No. 36637 c 760-A SOUTH ROCHESTER AVENUE dM � � �, fir- � •5� / AS SHOWN
Exp: 06-30-06 ONTARIO, CA 91761 DESIGNED By DA TE•
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE PHONE 091 937-9151 LV moi' �"rl NI�cY DEC. 2004 '
�C fi4J�. i6k
REVISIONS TO THE PLANS TO BRING THEM INTO I C l v \ �- OPa to : S� j CHECKED � APP O ff' DRAWING NO. 4
OF CAl-�F -s
ONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT, RC 36 37 EXP. 6-3 -0 t�2� J.3797 11
WENDELL L. /WA TSURU CITY ENGINEER R.C.E. 51152 DA'
�-
J:\126-2023\streets\ST04.dwa. 5/12/2005 8:40:06 AM. Emie. Emi