HomeMy WebLinkAbout2918-1634+00
0
CALTRANS STD. A87 CURB &GUTTER
R
TYPE A2-200
I
SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
�.Lo
CALTRANS STD. NSP A88A CURB RAMP
16.458m [54.00']
CASE E.
(D--SAWCUT
0.609 m (2') FROM EXISTING EDGE OF
CL FOOTHILL
BLVD. +
d-
-j
t`
0.195m [7.7"] AC OVER
CL OF R/W
0.165m [6.5"] AB
00
E^
�
r--, ASPH
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@-GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@-RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
+
Ll
@-RELOCATE
EXIST. ELEC. PULLBOX (AS SHOWN)
Wto
Nu
ro
INLET IN SAG PER STD. PLAN N0. D78.
@-SAW
CUT EXISTING PAVEMENT
32
CONSTRUCT CURB TYPE Al -150 PER CALTRANS
STANDARD PLAN N0. A87
� �
� ��'
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
� • VIS
r :i' L.
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 1
�36
@-ADJUST
TO GRADE EXISTING MANHOLE
@)�_�_PROTECT
WM IN PLACE
4�
PROTECT BFPD IN PLACE
C42
PROTECT P.I.V. IN PLACE
43
PROTECT FDC IN PLACE
44
PROTECT BOLLARDS IN PLACE
45
PROTECT ELECTRICAL PULL BOX IN PLACE
46
PROTECT EXIST. FH
47
REMOVE EXIST. SD RISER
@�_CONSTRUCT
DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN N0. D72; CURB OPENING L PER PLAN
50
PROTECT IN PLACE (ITEM PER PLAN)
52
CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
N0. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK &MORTAR SEAL
54
CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL;
SEE PROFILE FOR D LOAD
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PROP. 'R/W' b.I 4
2 o
EXIST. � 40 R/WYA115M
FRI
-'�E co i i QIt
o <i 0 31 ii 3
II
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o o REMO I 44ST: , ^r
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C*3 co I) co w 4ry Z III m p
C42\133+96 47
' 33+60 N 89 ' 3' , "E P I Nl'lt�3 -4
1 5
. p,
WEme
Ts 32.856m [11 0[ 79) ,T127 I1 123 87 00 13
li 0.4:_5W- II O
33+82.856 FOOiiHILL ':C ;ING II +
7 ,0±00 CHERRY-
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W C/L INT.
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o M h� I x
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C� 0 +
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I� I 11
_ I n
ASPH AS IH I Opp
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Al
Underground Service Alert
EFORE Y
,,•.� o °Ga Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
0
1
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m mm'
OFrPA
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co
to t6
n
H _j
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1.983%
35+00 36+00
Q a rJ Jr �r\1\1 STATE OF CALIF. HOLDER
z r�r r- o a OF AN EASEMENT FOR
z � r RjN,/\ j-11\10 a °
o ��� J�r� �J_� J r1 -11J CAIU �1\1 TJ STATE HIGHWAY PURPOSES
oQ L1 1\1 yUCA'AUJN E TA\ PE DOCUMENT REC DED c
oz
° ,� 1 ,L 12-27 IN BOOK 0
2-3-1-1-3 ° 20 2 -1-14
DEEES
LU
PA 393 O.R.
z Q STATE OF CALIF. HOLDER
7 p z �--` -T-ATE OF L R OF AN EASE- ENT OF AN EASEMENT FOR 11- r) �� r f _ rr�L o
_ U) 0 Q PER DOCU N R C R ED 12-28-28 N STATE HIGHWAY PURPOSES ice- - 1-i2 ) ���= Ni �v
� -' BOOK 450 6 _R" x x J PER DOCUMENT RECORDED u w Q o ff
2)rn w F__ 0Li = o Q 12-12-27 IN BOOK 300 f- Q
� Q'
�- cn _, -_ C\1 w° Li PAGE 393, O.R. z = oLi
�
f 0) LLJ
N_~�'- � NQ -' ° 0�C� o'- o~w RO l�D� U�EzUQ -LCj w o
r Z+ � LO rno O� ° �� � LtS &-Pb4000 co 1�� +
r - o0 = W WIN CONC
jP �'�...�� �`L ° d w r rn 6 Nw cow
N W i- f --
S44 �5 �4 �_ I "'w iw +\ s.�w +� '� +Q'�iDcwi-� �SIGr��
- - 3z6 cn- _ LO EXIST. R/W ° '�' L6 U) D `° o GATE
ASPH r�cn I --------- R �,
-
-
CALTRANS STD. A87 CURB &GUTTER
R
TYPE A2-200
I
SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
�.Lo
CALTRANS STD. NSP A88A CURB RAMP
16.458m [54.00']
CASE E.
(D--SAWCUT
0.609 m (2') FROM EXISTING EDGE OF
CL FOOTHILL
BLVD. +
d-
-j
t`
0.195m [7.7"] AC OVER
CL OF R/W
0.165m [6.5"] AB
00
E^
�
r--, ASPH
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@-GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@-RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
+
Ll
@-RELOCATE
EXIST. ELEC. PULLBOX (AS SHOWN)
Wto
Nu
ro
INLET IN SAG PER STD. PLAN N0. D78.
@-SAW
CUT EXISTING PAVEMENT
32
CONSTRUCT CURB TYPE Al -150 PER CALTRANS
STANDARD PLAN N0. A87
� �
� ��'
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
� • VIS
r :i' L.
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 1
�36
@-ADJUST
TO GRADE EXISTING MANHOLE
@)�_�_PROTECT
WM IN PLACE
4�
PROTECT BFPD IN PLACE
C42
PROTECT P.I.V. IN PLACE
43
PROTECT FDC IN PLACE
44
PROTECT BOLLARDS IN PLACE
45
PROTECT ELECTRICAL PULL BOX IN PLACE
46
PROTECT EXIST. FH
47
REMOVE EXIST. SD RISER
@�_CONSTRUCT
DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN N0. D72; CURB OPENING L PER PLAN
50
PROTECT IN PLACE (ITEM PER PLAN)
52
CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
N0. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK &MORTAR SEAL
54
CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL;
SEE PROFILE FOR D LOAD
EXISTING ARCO STATION
D rIT Jr r DIN r��INA
/ ArLr\1\1 LC
r \\�/ RICrA r1rLD r0
~ U MH MH MH @- _ 3 1- /� J
D o Q STATE OF CALLPE 0 0 0 o H
oLi DEED RECORDE3 Ofq) MH MH MH ASPH
�v 5 C0 Q �®• IN BOOK 1177 PAGE 35vvo�_
376
�w av 41
_ 4
EXIST�Bc ❑ M � IGN
PROP. 'R/W' b.I 4
2 o
EXIST. � 40 R/WYA115M
FRI
-'�E co i i QIt
o <i 0 31 ii 3
II
Z cD 1=
o o REMO I 44ST: , ^r
+ C; F-O� I I Ld CURB i �E �-
C*3 co I) co w 4ry Z III m p
C42\133+96 47
' 33+60 N 89 ' 3' , "E P I Nl'lt�3 -4
1 5
. p,
WEme
Ts 32.856m [11 0[ 79) ,T127 I1 123 87 00 13
li 0.4:_5W- II O
33+82.856 FOOiiHILL ':C ;ING II +
7 ,0±00 CHERRY-
-- - ---------
W C/L INT.
I I I N 4--
U I -- J
o M h� I x
[=- l P� � to
C� 0 +
B I M o/ A P0), V
53
• � I ov 0 ov
T " MH
TE ❑M
SIGN /� i Li OV
0
J i O� I I ...J
CD
IT J, v. , S or�H /� i I
I� I 11
_ I n
ASPH AS IH I Opp
I I x
Al
Underground Service Alert
EFORE Y
,,•.� o °Ga Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
0
1
■
m mm'
OFrPA
T
co
to t6
n
H _j
N W
Fl a �a
1.983%
35+00 36+00
Q a rJ Jr �r\1\1 STATE OF CALIF. HOLDER
z r�r r- o a OF AN EASEMENT FOR
z � r RjN,/\ j-11\10 a °
o ��� J�r� �J_� J r1 -11J CAIU �1\1 TJ STATE HIGHWAY PURPOSES
oQ L1 1\1 yUCA'AUJN E TA\ PE DOCUMENT REC DED c
oz
° ,� 1 ,L 12-27 IN BOOK 0
2-3-1-1-3 ° 20 2 -1-14
DEEES
LU
PA 393 O.R.
z Q STATE OF CALIF. HOLDER
7 p z �--` -T-ATE OF L R OF AN EASE- ENT OF AN EASEMENT FOR 11- r) �� r f _ rr�L o
_ U) 0 Q PER DOCU N R C R ED 12-28-28 N STATE HIGHWAY PURPOSES ice- - 1-i2 ) ���= Ni �v
� -' BOOK 450 6 _R" x x J PER DOCUMENT RECORDED u w Q o ff
2)rn w F__ 0Li = o Q 12-12-27 IN BOOK 300 f- Q
� Q'
�- cn _, -_ C\1 w° Li PAGE 393, O.R. z = oLi
�
f 0) LLJ
N_~�'- � NQ -' ° 0�C� o'- o~w RO l�D� U�EzUQ -LCj w o
r Z+ � LO rno O� ° �� � LtS &-Pb4000 co 1�� +
r - o0 = W WIN CONC
jP �'�...�� �`L ° d w r rn 6 Nw cow
N W i- f --
S44 �5 �4 �_ I "'w iw +\ s.�w +� '� +Q'�iDcwi-� �SIGr��
- - 3z6 cn- _ LO EXIST. R/W ° '�' L6 U) D `° o GATE
ASPH r�cn I --------- R �,
-
-
P \ DIRT
gP
x x ---- - x �'x x x x x
SIGN
x EXISTING EDGE EXIST.
OF PAVEMENT R/W
r r J Fir r A, , R- P1 11\1A >\/1, r L11\11-' P r\r��01\1
o ( _
\ 00 -0 8 2-J % 1
V DIRT PILE
X CURVE
I
'k NOTE• \ „� v I
CONTRACTOR SHALL CONDUCT POTHOLING OF THE EXISTING U/G TELEPHONE
CONDUITS TO VERIFY ITS LOCATION. PRIOR TO POTHOLING THE CONTRACTOR
MUST NOTIFY MS. DELIA B. LERMA OF PACIFIC BELL AT (714)237-6146 FOR
PACIFIC BELL TO SEND ITS FIELD REPRESENTATIVE. POTHOLING WILL ONLY
BE ALLOWED IN THE REPRESENCE OF THE PACIFIC BELL REPRESENTATIVE.
u' N 89.48;09"Vy _ 35+60 + 36+40
- - 267.144m 13\ - - - � - -
rr [876.46'] C.L. SR -66 5 � �
E ^
T OF o z 12 N O rn N
.-
X
ATA TABLE
1 10 in"
• ��;
SCALE
HORIZ. 1:500m
VERT. 1:50m
0.30m
TYP
STA. 0+27.136
1.485m RT
375.219- TC-
U
C/L
CHERRY
AVENUE
DIST COUNTY ROUTE
08",SBd 66
KILOMETER POST
TOTAL PROJECT
171.49/19984
SHEEP I TOTAL
No SHEETS
'k
.� tric
STREET CONSTRUCTION NOTES
10 --CONSTRUCT
CALTRANS STD. A87 CURB &GUTTER
R
TYPE A2-200
O2 -CONCRETE
SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
�.Lo
CALTRANS STD. NSP A88A CURB RAMP
16.458m [54.00']
CASE E.
(D--SAWCUT
0.609 m (2') FROM EXISTING EDGE OF
CL FOOTHILL
BLVD. +
d-
-j
t`
0.195m [7.7"] AC OVER
CL OF R/W
0.165m [6.5"] AB
00
E^
�
r--, ASPH
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@-GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@-RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
+
ori
@-RELOCATE
EXIST. ELEC. PULLBOX (AS SHOWN)
Wto
Nu
ro
INLET IN SAG PER STD. PLAN N0. D78.
P \ DIRT
gP
x x ---- - x �'x x x x x
SIGN
x EXISTING EDGE EXIST.
OF PAVEMENT R/W
r r J Fir r A, , R- P1 11\1A >\/1, r L11\11-' P r\r��01\1
o ( _
\ 00 -0 8 2-J % 1
V DIRT PILE
X CURVE
I
'k NOTE• \ „� v I
CONTRACTOR SHALL CONDUCT POTHOLING OF THE EXISTING U/G TELEPHONE
CONDUITS TO VERIFY ITS LOCATION. PRIOR TO POTHOLING THE CONTRACTOR
MUST NOTIFY MS. DELIA B. LERMA OF PACIFIC BELL AT (714)237-6146 FOR
PACIFIC BELL TO SEND ITS FIELD REPRESENTATIVE. POTHOLING WILL ONLY
BE ALLOWED IN THE REPRESENCE OF THE PACIFIC BELL REPRESENTATIVE.
u' N 89.48;09"Vy _ 35+60 + 36+40
- - 267.144m 13\ - - - � - -
rr [876.46'] C.L. SR -66 5 � �
E ^
T OF o z 12 N O rn N
.-
X
ATA TABLE
1 10 in"
• ��;
SCALE
HORIZ. 1:500m
VERT. 1:50m
0.30m
TYP
STA. 0+27.136
1.485m RT
375.219- TC-
U
C/L
CHERRY
AVENUE
DIST COUNTY ROUTE
08",SBd 66
KILOMETER POST
TOTAL PROJECT
171.49/19984
SHEEP I TOTAL
No SHEETS
'k
.� tric
STREET CONSTRUCTION NOTES
10 --CONSTRUCT
CALTRANS STD. A87 CURB &GUTTER
R
TYPE A2-200
O2 -CONCRETE
SIDEWALK PER LANDSCAPE PLANS (N.A.P.)
3a -CONSTRUCT
CALTRANS STD. NSP A88A CURB RAMP
16.458m [54.00']
CASE E.
(D--SAWCUT
0.609 m (2') FROM EXISTING EDGE OF
0.553m [1.81']
PAVEMENT
O5 --CONSTRUCT
VARIABLE PAVEMENT THICKNESS AC OVERLAY
(D -CONSTRUCT
0.195m [7.7"] AC OVER
0.165m [6.5"] AB
7�-CONSTRUCT
CALTRANS STD. A87 DRIVEWAY.
8O -STREET
LIGHT 22,000 LUMENS H.P.S. V., (BY S.C.E.)
11
ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER
@-GRIND
EXISTING AC PAVEMENT TO PROVIDE 25mm [1"]
MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2
13
REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1
@-RELOCATE
EXIST. FIRE HYDRANT (AS SHOWN)
18
REMOVE EXISTING PAVEMENT
@-RELOCATE
EXIST. ELEC. PULLBOX (AS SHOWN)
30
CONSTRUCT GUTTER DEPRESSION FOR OS & OL
INLET IN SAG PER STD. PLAN N0. D78.
@-SAW
CUT EXISTING PAVEMENT
32
CONSTRUCT CURB TYPE Al -150 PER CALTRANS
STANDARD PLAN N0. A87
C3:4�-,-CONSTRUCT
300mm (12") FULL DEPTH AC PAVEMENT.
35
CONSTRUCT 19mm THICK OPEN GRADED AC CAP
/107
0
INSTALL 150mm (6") PVC SCH 40 CONDUIT SLEEVE 1
�36
@-ADJUST
TO GRADE EXISTING MANHOLE
@)�_�_PROTECT
WM IN PLACE
4�
PROTECT BFPD IN PLACE
C42
PROTECT P.I.V. IN PLACE
43
PROTECT FDC IN PLACE
44
PROTECT BOLLARDS IN PLACE
45
PROTECT ELECTRICAL PULL BOX IN PLACE
46
PROTECT EXIST. FH
47
REMOVE EXIST. SD RISER
@�_CONSTRUCT
DRAINAGE INLET TYPE OL PER CALTRANS
STANDARD PLAN N0. D72; CURB OPENING L PER PLAN
50
PROTECT IN PLACE (ITEM PER PLAN)
52
CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE
N0. S.P. 187A, SEE SHEET 2
53
PLUG CULVERT INLET w/ BRICK &MORTAR SEAL
54
CONSTRUCT 460mm [18"] RCP STORM DRAIN LATERAL;
SEE PROFILE FOR D LOAD
PO � I
I
o STA. 0+27.136
2.591 m RT
4 375.212 TC
I sa
\i .
�\ \\'TSPB
\APER TRAFFIC
SIGNAL PLANS v
� W
fr
O .�
x EXIST. R/W x x____ P AA1= Z0 DETAIL A
1:100m
0'
O
R
L
T
AO
89'48'25"
10.500m [34,45']
16.458m [54.00']
10.465m [34.33']
UD
180.00'00"
0.553m [1.81']
1.737m [5.70']
-
X LEGEND
N
376 r
�z AC PAVEMENT
j\/1r r J t INC,
23-0-062-03 �r�3JJJ� �-J% AC OVERLAY GRAPHIC SCALE
( IN METERS )
10 0 5 10 20 30 40 50
1 : 500m
N0'1'B: AIL DENKMOM ARB IN w 0
�a
FOR REDUCED PLANS ORIGINAL o 20 40 60 80 o n,
SCALE IS IN MILLIMETERS ' ' ' EA 317900 CL o
av
c
■� �Iro OF FONT" CAUWR
Inc.I ,,,manQROFESS�O��NU
9 �'
■� Civil Engineering • Planning - Surveying - Public Works o� ELIZER M. RUIZ ��c- DRAWN BY STREET WRO 'S SCALE: I �
m A.N. Q
c; ,�
420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 w No. 46158 m FO0 �0�� _ ROUTE 66AS SHOWN wiz-3�-zoosDESIGNED BYa
PREPARED UNDER THE SUPERVISION OF:P CIVIL CHECKED BY DATE: o
'F� ca�i'\P E.M.R. 5+ 0 ' �. 56+50 a� m
1 SW AT CURB RETURN; CONST. NOTE 36 ��•ttt•��/ _ Li �. .d JOB NO. APPRO DR. NO. SHT. N0. 0) CD
ENGR I l l � y 99089 OF ��
REFERENCE PLANS REVISIONS APPROVAL DATE APPROVAL DATE ELIZER M. RUIZ R.C.E. 46158 DATE E G ER RCE #.51152 DATE 2918 16 �5
�.
i�" _,`-,
.�-:_
. __-9