HomeMy WebLinkAbout6114-235. CR OTC
54.93' O.C.
ELEV O d/4
EX EP
m
d�
125
.5]
1250.]
PROP R
PROP
1251.
CIE INT
TOKAY A
ARROW E
IX. O CIL
ENV
O.T
$
o QJA
STA 18+43.92
ROP. d.
EIEV = (1250.85
wit O TC
JOOM EG
'�
54.93' O.G
ELEV O A/4
I+
ins
_ FIX EP
�N
d$
35' CR O TC
55.35' O.C.
HORIZ. BCALE
1"=20 XXX.X%=PROPOSED
2"X4" REDWOOD
FIRMLY FASTENED TOGETHER
ELEVOAX4j
VERT.
SCALE I"=4' ()=EXISTING
-JINEW
�WE%ST.AND
PAV1]AENT (MIN)(MR�SAMC�UT
PAVEMENT 2"%4"x18" REDWOOD
GRIND 2' MIN W CAG. DIKE 4' O.C. MAX AND AT ALL JOINTS
EAST. PAVEMENT AND WHERE SHOWN
\
IX. EP
'>
G_' M
OVERLAY 2" MIN. AC.
PROP. PAVEMENT
EXISTING PAVEMENT
DETAL'A' DErAL "B'
0.8
5fI 0.4x -
-
1251.24
1250
GRIND AND OVERLAY 'TEE CUT' REDWOOD HEADER AT EDGE OF AC PAVEMENT
251
1251.41
3
NM NTS
NOTES
20+00.00
\ 10+00.00
I"(TMlryj 1. HEADER SHALL B[ SIRAIGNT WIIHWT ANY KINKS OR RENDS
�2:1 MAX OR GRAVEL BETWEEN BOARDS
EX O CL
2. PROTECT HEADER AT ALL TMES. REPLACE DAMAGED
HEADER AND ASPHALT. REPAIR AT CONTRACTOR COST.
(0
�_4:1 MAX 3. LA R�ALS AN AND DETAILS TO DETERMINE DEPTHS OR
(0.4
1252
NEW PAVEMENT
GRADINGITS OPE
OPR1250 OP.
JOIN EG (1251.82)
3WR O TC
1248
-54.80' GC.
ELEV O 4/4
PROP
FP
S
0 TO
EX EP
IX, EP
TRANSITION
P8 A
DIKE
STA zz+3o.n
1250
AC DIKE IRANSNION
1250.1
1
II
50.03U
L
1249.
z5o.z1
EX. O PROP EP
v = (1251.83
JOIN E
1249.
PROP EJ
1248
19+00
SEE AC DIKE TRANSITION
1251.9] FS
FS
20+00
SEESHEET3
21+00 22+00
SEE TRARIC SIGNAL PLANS FOR SIGNAL IMPROVEMENTS
PROP EP
'EE AC DIKE TRARSIbON !
1252.06 L4
STa. t0+55.03 OCR; LT t6.0'
1251.96 TC,. 1251.30 FL
PROP. CONCRETE PAD.
13
STA. 10+55.08 ECR; RE 22.0'
1252.17 TC; 1251.51 PL
PROP CROWNU E
SEE TRAFEC SIGNAL PLANS
1251.85 ES
1251.94 FS
GRADING UNITS
IAPN:023208138
ST . 10+35. 3' APN: 023211224
_ APN023211223
APN.023211242
- GRADING
STA 19+84.31; LT 16.0'
STA 10+15.90; LT 15.8'
STA. 10+35.3]; LT 28.1'
Q-{
XPN:023208t05 STA 19+49.79 ECR; LT 18.0'
STA 20+57.49 OCR; LT 19,72' ARROW B1ll X. EP
1251.89 TC, (1251.23) EG
1251.05 Tf; (1250.39) EG
EX. EP JOIN EG
`�.�
JOIN EC
-SEE
- SEE AO'98(E�IRMOSITdP-
v
t - -
L' - r
\ TRMC.H
�\-
A�DIKEIPFAA TORN
FOR CE -- t
u EX. CL
N
SEE
19+00
`GRADE FOR
SHEET 3 „ STA.
v
MANAGE
20+61.55 22+0p
21+00
N89'31'50"E
NB9'31'S0-E
- STA. 18+41.B2 B 13 2 8
S S S S ✓iTA. 20+35 60; IT 20.0'
^' STA. m 2 12W.11 TC; 1249.44 FL
u OD DO STA. 9+80.18; IT 35. 1 _
{ CURB RAMP DETAIL.'C'
O O SEEI KE TRANSITCN
STA. 19+45.92 BCR; FIT23.7 .' C'nON NOTES..
EX. EP 1250.98 TC; (1250.32) EC -PROP. EP - 10 - - - O REMOVAL UMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE UNITS SHOWN ON THIS PLAN.
.IN EG GRADING UNITS 3 EX. EP ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRABBING.
11GRADING LIMITS ST�30.11; FIT 22 O REMOVE AND PROPERLY DISPOSE OF TREE/ST1MP AND ROOTS 3' FEET BELOW FINISH SURFACE. «
APN:023217108 STA. 19+T4.5O RT 20.O' i 10 STA. 20+56.62 ECR, FIT 40.0' 3 3 ELEV = (1251.63) O GRIND AND OVERLAY E%ISTNG PAVEMENT W11H 2' AC MIN PER DETAIL "A' ON SHEET 2 e
STA. 9+79.87; RT 25.4' 1251.09 TC; 1250.42 FL APN: 023220112 JOIN EX EP.
STA 9+54.9]; LT 6.0' PRCP. R/W O CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE SUBGRADE. INSTALL REDWOOD HEADER AS SHOWN ON
t2 DETAIL "C' SEE SHEET 3 FOR CURVE AND UNE DATA TABLE DETML TO" ON SHEET 2.
STA. 9+41 AO ECR; LT 19.0' 10 GRADE 21 MAX AND AS SHOWN ON PLANS, i
1250.33 TO:
1249.66 FL STA. 9+55.06; RT 13.0'
SEE AC DIKE TRANSITION GRADING LIMNS LEGEND: O RELOCATE UTUTY (BY SCE PER WORK ORDER T02049]94). COORDINATE WITH SCE PLANNING DEPARTMENT AT 909-63T- - e
VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION.
PROP. EP 11 I STA. 9+25.29 BCR; FIT 22.0' CONSTRUCT A.C. LANDING CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO, 1003 OVER le MIN COMPACTED NAIVE
CAAOING UNITS 1250.11 TC; 1249.44 FL O INCLUDING A 4' BY 3' DETECTABLE SURFACE, AND CURB AND GUTTER AND AS SHOWN ON DETAIL "C' ON SHEET 2. NOrth
O CONSTRUCT A.C. PAVEMENT
13 1O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT.
PROP. CROWNUNE GRIND AND OVERLAY
TOMYAVE P. EP ® 0 p a
REMOVE A.C. PAVEMENT SCALE
1120
UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED ��/� PN,p- U-, m. SN ,-w Or : CITY OF FONTANA, CALIFORNIA
IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO SFn „ STREET IMPROVEMENTS
DIAL BEFORE YEARS OF THE DATE OF APPROVAL SHOWN HEREON
�xN hYa i 9csn.Ns ge q
ARROW BLVD YOUqGlAND CARRIED FORTH IN A DILIGENT MANNER, THE 8 cswel, d
w n€LLA'°elnc9o91 woae9a Fmc (9R91 o9o-969N ANDQ5CITY ENGINEER MAY REQUIRE REVISIONS TO THE J4 INN- .) hcAL1 AT LEAST 6K. rvo. Ro oflnan-,zee. A/i//TOKAY AVE TWO WORKING DAYS +6Now PLANS TO BRIG THEM INTO CONFORMANCE WITH (/'� 03 14 2023 F BEFORE YOU DIG wn °"oijoihp STANDARDS IN EFFECT. ex. d2e. 'x' iry FAsr cUR9. :i.0s' n. of H1E: W17123REV. REMSION DESCRIPTION GATE Opt CITY DAIE CHARLES F. STEPHWN. R.C.E. C5048t