HomeMy WebLinkAbout5504-20
r, 9.1
32
EX R/W
FOOT n BLVD
9+00
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE f
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS Knowwhat's below.
BEFORE YOU DIG Call before you dig.
!' • I
---
-1�11
0
LO
EX R/W
11+00
j -+-
GRIND 0.10' MIN
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN.
EXISTING PAVEMENT
3 STA: 9+67.0f) ? ,
SW 1315.54
__
"
STA: 9+52.29 �. 0 CF v�
SW 1315.58 ' la
STA: 20+.60.01
SW 1316.5
TIC (1316. )
JOIN
SAWCUT AND REMOVE
2' 2' EXIST. PAVEMENT
MIN MIN
REMOVE
ER WHEREAPPLICABLE.
G CURB /OR
GUTT
DETAIL "3"
NOT TO SCALE
' NEW PAVEMENT
REMOVE REDWOOD
HEADER WHERE
APPLICABLE.
' I \
I \
9 --ENCE \
S A: 20+60.01 \
'
SW 1316.40 \
TCS (1316.40) \
TSTA: 20+48.60 \
1 / TC 1316.04
\ EG (1316.41) W 1315.78
_ "
I
STA: 9+56.94 \- __ _ _ _.- -- _-_ __.- _ - _ __ ___ _. ____ _ y / 24 CMP i 9 6.3 �_ �, STA: 20+52.40 \
TC ECR (1315.59) \ _ %
STA: 20+55.75 !
1.58%cn Q, i
BW 1315.83
FL ECR (1315.19) \ / TC ECR (1316.18) I j TC (1316.09)
JOIN EX CURB / / FL ECR (1315.21) _ 1 b I \
JOIN EX C&G �" _ �� STA: 20+51.10 \
STA: 9+57.94-J BW 1315.82
TC (1315.59) ` TC (1315.99)
» / PROTECT EX SD
DETAIL 1 PIPE AND COVER 9 .\ STA: 10+29.57
1 " = 5'
CONSTRUCTION NOTES
GREMOVE EXISTING PCC CURB.
1b REMOVE EXISTING PCC SIDEWALK.
OREMOVAL 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 8" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA
STANDARD PLAN NO. 1000. VARY CURB TO MATCH NEW CURB RAMP.
OCONSTRUCT CURB RAMP PER DETAIL "1" OVER 12" MIN 95% COMPACTED NATIVE
PER MODIFIED CITY OF FONTANA STANDARD PLAN NO 1004.
OCONSTRUCT CURB RAMP PER DETAIL "2" OVER 12" MIN 95% COMPACTED NATIVE PER
MODIFIED APWA STANDARD PLAN NO 111-5 CASE A TYPE 2.
6 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD. 401
7 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 959 COMPACTED
NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006.
OREMOVE PORTION OF LOCAL DEPRESSION AND CONSTRUCT PCC LOCAL DEPRESSION PER
CITY OF FONTANA STANDARD 3003. (CASE B)
OPROTECT IN PLACE.
O10 GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC
PAVEMENT PER DETAIL "3"
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
27.91'
19.30'
82. 50' 21"
17.03'
C2
23.68'
18.09'
75. 00' 08"
13.88'
-
-
HORIZ. SCALE 1"=20'
VERT. SCALE 1"=4'
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STA 9+57.9
TA 10
30.72
TC 1315.9
X 18" CM
TC 1315.83
_
-
STA
9+67.0
INV ELEV
1313.YX,24"
w10+�4'
SW 1315.44
-
_
SW
131
.54
4TA 20+44.32
TA
20+45.61
:.
SW 1315.58
SW
1315.48
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INV ELEV
=
1313.51 0
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FOOTHILL STA
10+00.00
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q
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q
rn
q ELEV =
(1316.21)
Q
w _
1318
'
Q
w
w
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(0.160
cn
W
(0.2090)
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r Pt
XXXX.XX PROPOSED
(XXXX.XX) EXISTING
9+00
10+00
11+00
0
r, 9.1
32
EX R/W
FOOT n BLVD
9+00
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE f
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS Knowwhat's below.
BEFORE YOU DIG Call before you dig.
!' • I
---
-1�11
0
LO
EX R/W
11+00
j -+-
GRIND 0.10' MIN
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN.
EXISTING PAVEMENT
3 STA: 9+67.0f) ? ,
SW 1315.54
__
"
STA: 9+52.29 �. 0 CF v�
SW 1315.58 ' la
STA: 20+.60.01
SW 1316.5
TIC (1316. )
JOIN
SAWCUT AND REMOVE
2' 2' EXIST. PAVEMENT
MIN MIN
REMOVE
ER WHEREAPPLICABLE.
G CURB /OR
GUTT
DETAIL "3"
NOT TO SCALE
' NEW PAVEMENT
REMOVE REDWOOD
HEADER WHERE
APPLICABLE.
' I \
I \
9 --ENCE \
S A: 20+60.01 \
'
SW 1316.40 \
TCS (1316.40) \
TSTA: 20+48.60 \
1 / TC 1316.04
\ EG (1316.41) W 1315.78
_ "
I
STA: 9+56.94 \- __ _ _ _.- -- _-_ __.- _ - _ __ ___ _. ____ _ y / 24 CMP i 9 6.3 �_ �, STA: 20+52.40 \
TC ECR (1315.59) \ _ %
STA: 20+55.75 !
1.58%cn Q, i
BW 1315.83
FL ECR (1315.19) \ / TC ECR (1316.18) I j TC (1316.09)
JOIN EX CURB / / FL ECR (1315.21) _ 1 b I \
JOIN EX C&G �" _ �� STA: 20+51.10 \
STA: 9+57.94-J BW 1315.82
TC (1315.59) ` TC (1315.99)
» / PROTECT EX SD
DETAIL 1 PIPE AND COVER 9 .\ STA: 10+29.57
1 " = 5'
CONSTRUCTION NOTES
GREMOVE EXISTING PCC CURB.
1b REMOVE EXISTING PCC SIDEWALK.
OREMOVAL 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 8" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA
STANDARD PLAN NO. 1000. VARY CURB TO MATCH NEW CURB RAMP.
OCONSTRUCT CURB RAMP PER DETAIL "1" OVER 12" MIN 95% COMPACTED NATIVE
PER MODIFIED CITY OF FONTANA STANDARD PLAN NO 1004.
OCONSTRUCT CURB RAMP PER DETAIL "2" OVER 12" MIN 95% COMPACTED NATIVE PER
MODIFIED APWA STANDARD PLAN NO 111-5 CASE A TYPE 2.
6 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD. 401
7 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 959 COMPACTED
NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006.
OREMOVE PORTION OF LOCAL DEPRESSION AND CONSTRUCT PCC LOCAL DEPRESSION PER
CITY OF FONTANA STANDARD 3003. (CASE B)
OPROTECT IN PLACE.
O10 GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC
PAVEMENT PER DETAIL "3"
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
27.91'
19.30'
82. 50' 21"
17.03'
C2
23.68'
18.09'
75. 00' 08"
13.88'
SHOULD CONSTRUCTION OF THE REQUIRED eikOFES
IMPROVEMENTS NOT COMMENCE WITHIN TWO Q�°N�G GU -1
YEARS OF THE DATE OF APPROVAL SHOWN HEREON h 1k
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793
CITY ENGINEER MAY REQUIRE REVISIONS TO THE + EXP. 6/30/18
PLANS TO BRING THEM INTO CONFORMANCE WITH /X
T9TFOFIVIL
cA��F°��
REV. REVISION DESCRIPTION DATE ENCR. CITY DATE STANDARDS IN EFFECT.
WITH AC. BW 1315.80
TC. (1315 97) _
--
�o
� h STA: 10+31.23 I
- :�i -r O 85' BW (1315.92)
1 a O X7:29 . SW ..,1315..74--_
I
O _._
9 Itf \ O p0 O o cfl __.__.__......._
I Op0O Q0CA
O Co
9
I�
STA: 20+45.61 I
1 z
SW 1315.48
\ TC 1316.00
STA: 10+24.04 \�
SW 1315.44'
\ 1
J' STA: 10+30.72
\ TC ';1315.83
3
10+31.71
i TC BCR (1315.78)
I FL BCR (1315.04)
JOIN EX CURB
1
i r
\ i
a j
DETAIL "2"
1 " = 5'
- _ �^�T Prepared Under The Supervision Of
KOA CORPORA
PLANNING & ENGINEERING l.Jl�l
3190 C Shelby Street
r, DRAWN BY:
A Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
F DESIGNED BY:
BENCH MARK: B.M. NO. 264 ELEVATION= 1,321.02
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. CHECKED BY:
264 BEING AN "X" IN THE WEST END OF THE SWCR OF JUNIPER AVE AND PAINE
STREET. Q DATE: 7�1I b
MING GUAN. R.C.E. 75793
North
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
JUNIPER AVENUE SCALE:
AND As Noted
DATE:
FOOTH LL BOULEVARD
A PR V� �. � • � DRAWING NO.: 2
DATE: G• 5504
C ENGI R R.C.E. 51152