HomeMy WebLinkAbout2053-27CURB/LINE
DPROP.
DATA TABLE.
O
DELTA BRG
RADIUS
LENGTH REMARK
A
N89027'42"E
--
15.00' "
B
o 90000'00"
30.00'
47.12' "
C
N89027'42"E
--
15.00' "
D
o 90000'00"
30.00'
47.12' "
E
N00032'18"W
--
13.66' "
F
N00032'18"W
--
5.34' " "
G
N00032'18"W
--
45.00' "
H
o 54033'01"
25.00'
23.80' "
I
o 54°33'01"
25.00'
23.80' "
J
N00032'18"W
--
67.27' "
K
L 180°00'00"
2.00'
6.28' "
L
N00032'18"W
--
213.00' "
M
N00032'18"W
--
170.00' "
N
N00032'18"W
MIMI
88.52' "
0
0 180000'00"
3.00'
9.42' "
P
N89027'42"E
--
107.00' "
Q------
- „
R
o 180000'00"
3.00'
9.42' " "
S
N00032'18"W
=-
200.00' "
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PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1 4'
17 18 19 20 21 22 23 1 24 25 26 27 28
CONSTRUCTION NOTES. �..,�._...� � -� -�LJJbi
TODD w o =.< w I-
01 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 4993- q " Q z w J� J Q o Q Q of w L �w
IDDO o' W � W W W CD �Ln Q w o ,� Q W o- �- � Q 0'
" Q W N Q N I- Q Q
O2 CONSTRUCT 6 CURB ONLY PER CITY OF FONTANA STD. DETAIL -663- o cN CD -' >:Z Q - �- o - �w z of o m Q N NI- N�
loot# ,-� • 00 ; �- cn U J `� `"m `�� c3 Ld z I'�- � Q ` Q °° m
z 1.- 00>_ tea. Of w O n, W f-
3 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. DETAIL 41916. ^^ cn o U U 0O Q ~ W DO D m U J `V 00 C' cn 00 U � I - m'- V' m �' c' �' 00 Q U � 00 MM u J 00 c� cn 00 >_ I-- W
O U U cn _ m W m � m w � Ir �- LL W I-- LL >- I - LL_ cn U cn c) cn W U 00 w M m � L�.
I- L CO O (n • Li • O Q '-' Li
OD �-, t- LL_ n N cn n 0� of O U) • LL_ . m W `t d'
1003 o x U N c )cn co z cO o c) �1 o ao c0 • o
I- �t m ' O O E- L� tet-,-, z -� ter- cD d- m r�,� o x .r- x I\ o' v' a� F --Li- rn W �- L� rn Q x
O4 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1666. cn + cD _ � � + � o + \ + o � N W W W �' ~ L'- z �'n cO o U co 00 0o ro I� N
• W N N . U • W" p t\ d- O O d O r 7 O ' W • W I� I-- W 00 .-,--� O d'
co
O O � = U � 'd' O O I`7 � O t'7 Li Z_
00 Z d- O p 0 N O I- O O O O W O d- O\ Z p 0 �- ___I O O Z O O N Z O Z cO t1� Z c� co �
r O Z L 00 O O + Q ISN OW ��
-.-+ ,-, 00 I� .-- c0 U + + ,--, O O Ln N m N -1 W W N N LO 't � W L to + ,-, O + �--, �- + ,--, + U N m �
O O + + CO p I I + , N O n O lf) U) K) N n (V + N J W N N N -� ���
14 SAWCUT AND REMOVE EXISTING A.C. � Oo 00 W ,- c; 00 Moo N -D v� N •�• N ,I c� N >- �' N
O m d -r EXISTING R/W �' m
20 CONSTRUCT 8.5 A.C. OVER 12 MIN 95% COMPACTED n,, p �, EXISTING FIRE HYDRANT
NATIVE SOIL ^ p W EXISTING WTR 50 TO BE RELOCATED
„ Lel I I I.Dc"
I i; I r I r I �l I I I/ I` D I r I` � I �l I r I r I r I,� r ^ '/ - I �l I' I, I I I I I I I r
23 CONSTRUCT 6 CURB &GUTTER PER CITY OF .r D, - 17 F90 -00 -BC D, - - D;: 0,1 G; D; �,1 -1),1 D, -- cv - D:4 1�= - D;, D, - D,4 D;1' t D;, D, D; ` D; - D; - D,1- DK/
0 TA A ST IL 1003 48.65 TC, 48.15 FS � SAWCUT LINE (TYP.) 19+00.00 (11 LT.) MOC p�h SAWCUT LINE (TYP.) >- 23+09.48 (10' LT.) MOC B1' -OTHERS- SAWCUT LINE TYP.
O47 CONSTRUCT CROSS GUTTER PER CITY OF FONT�A�NA I 2 20 L ~ 2 J END CURB &GUTTER `n M 20 2 N `~-- 0 51.83 TC, 51.33 FL - 200' STORAGE ( ) 120 BAY TAPER
' s �- d' 49.02 TC 48.52 FS 9
STDG- - - - \
---------- - - --- 3 -------- _-` END CURB &GUTTER - -_-,- ,- --- 4
J
- - - - = _ 23 = = - ----- LINE 0 SIGHT- _. R _ -
IN F - _ - __-_
49 CONSTkU �F�;��W��PE��PWA _ _ STD _..- ._ __ --_ - ----_ . - : _ _. _-_ - ____ __=, :_ : _ � - ---- - - -...::. ..._:._:._ ...._ . ---
K -- - - - -- - - -- - - - - ---= - -- --- --IST-== - Ni co =_ _.:,:
O rn_
1 3 - - - - - - - - -- - -- - - - --- --- - -- - - - - -- - - - - - EX - --MEDIAN -CURB . - -----------
-----
O 7 18 9 2-
2 - - - - - - - - _ _-:.:. _.... --- - - - - _ 20
DI ENSIGNS PER _ ........ - - ..._ .........:::::..:........:-.... 24.:: :_::.::.:...: _ _ _ _. _ _
M R PLAN , ..,_...._._ _..... _...._....._._ ... - . _... _........._ ............. ........ _ _.- .... _._. _ _ _............ _ ::::...:._...... -., .
i-
O _.
- -- _ _ _ _
-_
50 CONSTRUCT ACCESS
M ...:...:: _ _ U
RAMP PER APWA STD 111 2 O
-
O
O _
18+30.73 EC ---- - -- -- -== - -- - ---- --- --- -- -----.... _ ._....: ::::-----_-- --- - ... _:: :._:.. __ __:.......: - ----- - ---------......: =- - --------------_--= - --- ---� -- --= - - _:_ _-------� � --- - _ ..-------= -
O
TYPE 1 EXIST. _ O
cv tp I JOIN EXIST . 20 H 48.78 TC, 48.28 FS + � ltE CTD LIGHT TD 2 SAWCUT LINE TYP. EXIST. MEDIAN CURB 23+06.48 BC m S
( ) 2 _j J 18 98.00 BC 5T. LIla 51.90 TCOf
48.58 TC BE RELUL,AWa_ QO :BAY AFER c n n
G W Q�1 LL w 49.05 TC 48.55 FS N - 51.40 FL - 001-4 I-- �- +
W Q I (48.08 FS) i 170 STORAGE a, o' a, x O
D 6U -oho- 14 � W -� �- ' D; �' � � 49 z., v w • w co cn N N
_ "SA LINE (TYP.) DW Dy'� , DSV -� - -�6U I �„�- DyV-- DW DW DW DVIUNDERWOOD DSR. STREET DyU-I �6� J z �-�W Dye% DW t�b1� D611. ull1 Dill ult/
1 II
47 v- N V; 4. �. TR 16495-1 v'. � LL - o Ln Ln W Q
W I E 4 - 4 F 1 1 ap v 47 14 EXISTING WTR` IMPS. PER ri I ,,� CD (D 04 --D
R/W - -' - - - Q _ _ ST. PLANS, jDWG_ NO. 3.5.17 - + : - r-" I W ca
W N N -- y
cc
--
V LLI Z
- - --- 20
-LI----- - - -- - - -- -- - �, _ W
N
Q - _ LINE -0F SIGHT -- -- -
A - - - - -EXISTING MEANDERING
- �
LOT FNX EXISTING CATCH�B.ASI f ---- - T " A SIDEWALK LINE OF SIGHT
ADJUST MANHOLE C _ - ----- - ----
TO GRADE
RROTEGT._-IN PLACE ' _ �L_ - - -
LEGEND
CURB/LINE
DPROP.
DATA TABLE.
O
DELTA BRG
RADIUS
LENGTH REMARK
A
N89027'42"E
--
15.00' "
B
o 90000'00"
30.00'
47.12' "
C
N89027'42"E
--
15.00' "
D
o 90000'00"
30.00'
47.12' "
E
N00032'18"W
--
13.66' "
F
N00032'18"W
--
5.34' " "
G
N00032'18"W
--
45.00' "
H
o 54033'01"
25.00'
23.80' "
I
o 54°33'01"
25.00'
23.80' "
J
N00032'18"W
--
67.27' "
K
L 180°00'00"
2.00'
6.28' "
L
N00032'18"W
--
213.00' "
M
N00032'18"W
--
170.00' "
N
N00032'18"W
--
88.52' "
0
0 180000'00"
3.00'
9.42' "
P
N89027'42"E
--
107.00' "
Q------
- „
R
o 180000'00"
3.00'
9.42' " "
S
N00032'18"W
=-
200.00' "
LEGEND
DPROP.
A. C. PAVEMENT
LIMITED USE AREA PER CITY
OF FONTANA STD. 140
DPROP.
CONCRETE
TOLL FREE . 'NEEMP'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
i
C Irl
i
UNDERWOOD DR.
PER DRAWING NO. 3517
4Gli MARK:`� �V� 1 t j N I� �V ��
1077.40 '/� DAV (0 EVA N S
- 1� o AND A SS OC I AT E S m.
~---•--� _
FLED BOX IN EASTERLY TOP CURB, 40' 30' 20' 10' o' 40' 80' No. 68513 AZOD Concours Suffe ZDD� Exp. Ontar�n C al �forn�a 9 ! 704
IRIND AVE.; 60 SOUTH OF TAMARIND
500' SOUTH OF SLOVER GRAPHIC SCALE. 1"=.40' Sj'9 Civ„ � Phone qDq 481 5750
REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
Q�0 F E S S I pN 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o 9� ONTARIO, CALIFORNIA 91764-5592 PLAN AND PROFILE FOR THE IMPROVEMENTS OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ����w �' yf� �� 909.581.0196 FAX 909.581.0192 ■ www.RBF.com SIERRA AVENUE
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� � DRAWN BY: SIERRA AVENUE SCALE: „ - o
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO W No. 63494 m CONSULTING R.G. 1 40
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. 9/30/06 PREPAR D U E THE S E I ION OF: STA. 16+50.00 TO STA. 27+50.00 JOB NUMBER
DESIGNED BY:
N s�q R
15-100634
ADD NEM DRIVENAY e UP DATE COAIST. NOTE 41 D7 RR6 , 2 NDARDS IN EFFECT. �F OF C a�l�- DATE: °5 - Z r.,, - c6 CHECKED BY: APP E' DRAWING N0.27 a -
ADD SHEET 27 MEDIAN dt CURB RETURN IMPROVEMENTS � L .
'�+ MA HEW C. HICKS RCE NO. 63494 EXP. 09 30 06 M.H. RI ARDO SANDO R.C.E. 51152 BATF- 2053 28 ..