HomeMy WebLinkAbout5411-3-------- --- -------
20 R ® TC
31.410, O.C.-
_ 31. 9' O.C.
EL®0/4 U -
E E V®q/40 U'' HORIZ. SCALE 1"=20'
W r m
m
UO
N in 04
rn Oo N N o
VERT. SCALE 1"=4'
Lo10 rn .
0 Vi LO
U �II �II Cv9 +01+T
o N OR O N w 0 "M" STA 11+50.00 pN ` III N � I
i r
C; N 0 '- + + Z Q>> x < W W w w w x N w TC ELEV (1226.40) I 12 2 8
rn II II U F- www
a+o II rn II ¢ > WWx N WWz N WWz N wwz
w N J W LLI= W Z = ~/% 1.469' _ �- w -� (� .53%� - -6
11226 vl�1224 U _ F- L- -, EX. L - -
_ (1.0670 - _ - _ _ _ "TC V = 1224.62 EX. _TC 1224
- - - 0 M TA 10+24.45 0
- - TC ELEV = 223.76 0 0 TC E EV = 1224.65 0
E TC "M" STA 9+75.65 N � � � o o � LT 42.35' 0 0 � cn
• TC ELEV 1224.01 N N 00 0 + � 0 TC E V = 1224.67 00 � ± N
T 38.22 N o N + o too
+ N
C) TC ELEV = 1224.31 U Q cM�t N PROP. L ¢
0 0 II N N
o r� PROP. FIL > o > N (nn N � "M" STA 10+50.00 II >
04 -4N + N -�� �t w ¢ {�� ELf11 22,E 7 9) = w PE W -1228
+ N Q) " " W W ��pz II >x ��J J
00 Q M STA 9+50.00 JX zFrzQ �W w
1226 ¢ A ELEV = (1223.62) w W - Qf w z w W z - - - - 1226
N II N > EG ® CL z _j Uj -10 w -10 (1.25%)
> = W - ti � -
W J p
_ _ `
---- -- 55.14'O.C. EG®CIL
_ - - - - - 20' R ® TC 20' R ®TC ELEV®0/4 p �
1222 47.14 O.C.
46.53' 0. C. vLi 04 � O N po CA
ELEV®A/4 ELEV®A /4 N ,n
"7 V m r,0 ^ 1� CN 1+� +
N (0 ' N m �'? M N cV ao N II II U Q>
ON 'NN ANN
00 04 UiNN N .-(9 it II > TWX F- ILLI
�N °i�� NN 04 +��� rn II IIv >> NwZ �w 1228
�N 11 II 0+0 II 11 rn� c9 0o II 110 Q>>x = W QUO
LJ W F-
00 N W > Q > > ao II II U Q > > x (n J J W _ F- ~ _
^ ' Q W w N w w Q w x w� W _ z_ F- �►. - 1.19 - - - -12 26
= F- J w = z O U J O
(n UJ W UJ N W O UJO = F- LL. -
1224 a J = F -w F -w L U o = F-w� '1.13%� - - _ 1224
= w (0.220 = F- -' (0- C TC ELEV = 1224.34
C� .� 4%) _ M" 10+32.38 EG ® EP
TC ELEV = � . - TC ELEV = 12 2.99 -1 1,794 CURB ELEVATIONS ARE PROVIDED
T 46.41
"F" STA 9+17.021 "0" STA 9+03.71 XXX.XX = PROPOSED AT EXTENDED TC ELEVATIONS.
TC ELEV = 12 3.38\-TCTC E V = 1223.95 ADJUST TC TO FIT PROPOSED
G ®EP ELEV = 1222 80
LT 9.43' LT 32.03' (XXX.XX) = EXISTING CURB RAMPS AND DRIVEWAYS.
TC ELEV = 1223.32 TC ELEV = 1222.58
9+00 f i 10+00i So11 +00
N EX. CL N 9+00 / w`o
Ln 10+OC
w-'
ao '" ..M" Uj
STA: 9+21.09 OLEANDER 4VE CL;,i STA 10+00.00 w
NMERRILL,/." AVE CLSTA 1"0+00.00
0= FS ELEV (12221$6) 19 FONTANA AVE CL STA 10+00.00 ,
�F„
2 10 5 8 C3 STA: 9+28.47
LT 1,4.24' o
_ 14 FS ELEV (1223.0 1
.- � r _ a v'-- F' r`x"J• b rT i" .i..-3 .m' in P" tx- 9` 3`i M y, ?^ `.. ... � l `
-77
_� __
/ice ,
LL' " �o�� 19 i DETAIL „ z 8
M STA: 9+01.33 / \ 19
RT 23.11', BCR" C7
TC ELEV 1223.28 ' o 2 9 i; C
"F" STA: 9+14.03
CENTER OF j �� / 19
EX. R/W DETECT. SURFACE
"F" STA: 8+99.46
I L2
LT 16.13', ECR
TC ELEV 1223.1 p . ' - 20' IC9
APN:
0193022130000 x
EX. CL o
°� $ i
6 `I
CIS ol
sem' C5 C8
219 C9 % "0" STA: 1
," "' - I CENTER 01
�- F STA: 8+92.28 LET CT. S
RT 36.02', BCR 3
10
O / TC ELEV (1222.37)" �oi�ti o
+
l � � PP 13 ' 8
13 P
/ / ! , �� �� 0• I
�/ r;� •00 O• j 9 OIN 7
0� EX. R/W 20' �I
r % / P/0.. STA: 8+85.34 2' I
LT 19.94', ECR I I
TC ELEV (1223.14)
APN: 0193021010000 6'
UNDERGROUND S E RVI C E ALE RT (USA) REV. REVISION DESCRIPTION DATE 'EN GR. '77CITY DATE
IT'S THE LAW!
DIAL BEFORE 4 !
YOU DIG! ,
CALL AT LEAST o
TWO WORKING DAYS Know what's below.
BEFORE YOU DIG Call before you dig.
0 STA: 10+56.31
RT 18.25', ECR APN:
TC ELEV (1224.71) 01 91 221 430000
"M" STA: 10+38.35
LT 36.06', BCR /-- EX. R/W
14' X 5'
�uo
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
"F" STA: 9+48.21
RT 13.5'
TC ELEV 1223.65
"F" STA: 9+34.13
RT 13.5'
TC ELEV 1223.49
"F" STA: 9+25.47 /
RT 13.5' /
TC ELEV 1223.40
"F" STA: 9+17.11\I
RT 13.5' I \
TC ELEV 1223.30
1
I \ w
"F" STA: 19+14.35 M7 1 '
RT 22.67'14
TC ELEV 1223.17 \ h°�°
/. 6 !
"F" STA: 9+20.71
RT 27.89
TC ELEV 1223.21 -
"0" STA: 19+24.20
LT 30.45'
TC ELEV 1223.26 DETAIL "C"
SCALE 1"=10'
"0" STA: 9+51.01
LT 20'
TC ELEV 1223.70
"0" STA: 9+43.41
LT 20'
TC ELEV 1223.62
14 I
I
/"0" STA: 9+35.29
LT 20'
/ TC ELEV 1223.54
"0" STA: 9+27.79
LT 20'
TC ELEV 1223.46
"0" STA: 9+23.07
LT 26.67'
TC ELEV 1223.30
CONSTRUCTION NOTES
01 REMOVE EXISTING AS NEEDED FOR CONSTRUCTION.
2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
OCONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1003 OVER
3 12" MIN OF 95% COMPACTED NATIVE.
OCONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1004 OVER
4 12" MIN OF 95% COMPACTED NATIVE.
OCONSTRUCT 8" A.C. DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007 VARY
HEIGHT TO MATCH CURB RAMP.
OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF
FONTANA STANDARD PLAN NO. 1000.
OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN OF 95% COMPACTED NATIVE PER
CITY OF FONTANA STANDARD PLAN NO. 1000.
OCONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD. 401.
OCONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN OF 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1006.
10 CONSTRUCT 4" THICK AC WALKWAY PER MODIFIED CITY STD. 1006 OVER 12" MIN
OF 95% COMPACTED NATIVE.
11 CONSTRUCT 4" THICK AC LANDING RAMP PER MODIFIED CITY OF FONTANA
STANDARD PLAN NO. 1003 OVER 12" MIN OF 95% COMPACTED NATIVE.
12 REMOVE EXISTING SPANDREL AND CONSTRUCT 8" THICK PCC SPANDREL OVER 12"
MIN OF 95% COMPACTED NATIVE. MATCH EXISTING FLOW LINES.
13 PROTECT IN PLACE.
14 INSTALL DETECTABLE WARNING SURFACE PER CITY OF FONTANA STD. 1003 FULL
WIDTH OF RAMP.
15 ADJUST EXISTING M.H. TO FINISH GRADE.
16 CONSTRUCT 8" CURB INTEGRAL WITH SPANDREL. MATCH EXISTING CURB AND
TAPER WITHIN CURB RAMP.
17 RELOCATE EXISTING POLE.
18 RELOCATE EXISTING LIGHTS, LIGHT POLES, BOLLARDS, ELECTRICAL EQUIPMENT,
CONDUIT, AND CONDUCTORS AS DIRECTED BY ENGINEER.
GGRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
"A", SEE SHEET 2.
20 CONSTRUCT 6" P.C.C. DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER
CITY OF FONTANA STANDARD PLAN NO. 1001.
21 REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY
TRANSITION OVER 12" MIN 95% COMPACTED NATIVE.
22 RELOCATE EXISTING DRIVEWAY GATE.
23 ADJUST UTILITY TO GRADE PER OWNING FACILITY REQUIREMENTS.
24 REMOVE EXISTING AND CONSTRUCT 4" ASPHALT CONCRETE TRANSITION PAVEMENT.
of
TYPICAL SECTION FOR
DETAIL "C"
NTS
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
31.40'
20.00'
89' 56' 37"
19.98'
C2
31.69'
20.00'
90' 47' 53"
20.28'
C3
47.14'
20.00'
135' 03' 17"
48.35'
C4
55.14'
35.00'
90' 15' 45"
35.16'
C5
46.53'
20.00'
133' 17' 47"
46.33'
C6
12.79'
5.00'
146' 30' 31"
16.62'
C7
11.63'
5.00'
133' 18' 29"
11.58'
C8
9.55'
5.00'
109' 24' 18"
7.06'
C9
20.40'
40.00'
29' 13' 18"
10.43'
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
31.09'
S46' 09' 28"W
L2
23.22'
NO' 32' 040W
L3
73.04'
j S89' 26' 58"W
** "M" IS FOR STATION ALONG MERRILL AVENUE
"F" IS FOR STATION ALONG FONTANA AVENUE
"0" IS FOR STATION ALONG OLEANDER AVENUE
KOACoRpomuoN Prepared Under The Supervision Of
oQROFESS/o,,q
G GUq a PLANNING & ENGINEERING
y +
W 3190 C Shelby Street DRAWN BY:
No. 75793 Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
EXP. 6/30/16 DESIGNED BY:
BENCH MARK: B.M. NO. 274 ELEVATION= 1,244.23
J' CIVIL
TgjEOFCAIW�DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. CHECKED BY:
274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN. LOCATED AT THE DATE: 6/Z;fG
INTERSECTION OF JUNIPER AVENUE AND CERES AVENUE
MING GCLkn. R.C.E. 75793
North
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
MERRILL AVENUE, SCALE:
FONTANA AVENUE As Noted
DATE:
AN OLEANDER AVENUE
APP / DRAWING NO.: 3
DATE: 6' 11/ 5411
TY ENGINEER R.C.E. 51152
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