HomeMy WebLinkAbout1518A-1tn"Imm Sit
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SCALE
20
FUTURE
CONS TRUC T10.N
i
FUTURE CURB B GUTTER
' .18"EUC F=UTURE CONSTRUCTION
EUC
(Z4
80.29
10+3997 ECR TC -87.27
FUTURE fL, 86.60'
CURB RETURN
'CUR VE DATA
R = 20'
A.= 89°57-'50"
L. = 31.40" _
T= 19.99`
FUTURE
R/W
–i— 4 70 r- - 4c
SAN -JACINTO AVE
FUTURE CUR88 GUTTER
SIDEWALK T YPI CA L SECTION
NO SCALE
JA CI N T 0 /3 AVENUE
3:1 TAPER 12"TREE —I-
12 STUMP I
® a p a
M.B. W.M.
Da W.M.
k
le -,x .r a "ell x�
4'C L F
RIW ,CONSTRUCTION NOTES
s "
&—CONSTRUCT 6 "CURB & GUTTER PER CITY STD NO. /0/
/2
20--- .CONSTRUCT AC PAVING 2 "THICK OVER COMPACTED NATIVE SOIL
4` 0.5`
CONSTRUCT DRIVEWAY APROCH PER CITY S TD NO. 103
1-7 FUTURE
fl CURB a GUTTER SIDEWALK
6
SAW CUT TO NEAT CLEAN EDGE
ENGINEER'S ESTIMATE OF QUANTITIES
6" CURB & GUTTER 190 LF
12` WIDE RESIDENTIAL DIW APPROACH 3 EA.
A C PAVING /8 TONS
LEGEND
_ INDICATES POURED CONCRETE,
.INDICATES ASPHALT CONCRETE (AC)PAVING,
-A .. _ __ INDICATES FLOW LINE.
(XX - XX j INDICATES EXISTING ELEVATION,
XX. XX INDICATES PROPOSED ELEVATION..
M.B. INDICATES MAIL BOX.
W. M. 1.101 CA TES WATER ME TER,
GENERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE 'WITH THESE PLANS AND
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
2. CONSTRUCTON PERMITS SHALL BE OBTAINED FROM FONTANA
PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK.
3: MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISH PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL
BE RAISED TO GRADE BY THE PAVING CONTRACTOR A T THE
.COMPLETION OF PAVING,
4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING
CONTRACTOR,
5,ADEQUATE STAKES SHALL BE SET 12,5 `APART BY THE ENGINEER
TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK, TO
THE PLAN GRADE,
6. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY
..THE CONTRACTOR.
7,THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY
COMPANIES FOR THE LOCATIONS OF EXISTING UNDERGROUND
LINES BEFORE THESTART OF CONSTRUCTION,
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 354 PK NAIL IN
POWER POLE NO. 1652341E, NORTHWEST CORNER OF
BASELINE AVE. & JUNIPER AVE,
ELEV 1414.47
TER, F RA L.STON �-
LAND SURVEYS` v} D EPA R TMS' T � Off' PUBLIC*V#?KS
7j .a
M. 3662 L INWOOD PL A EE aQ�ww- sr � °��E
RIVERSIDE CAL/ F. P. Ralston ,5�/V �//��//V%� �y��1/l�L- I" 20�:�
(714) 686-4735 92506 DESIsNED it �r�om /3'J fo .0?3 ed&� o� ,I���pr�r
f�
� August 1987
C.Ralston
cmCKED or APPROWO
of
All 7XJ9 of I
JAMES K. LAIVGONE RCE 33792 Exp 6/30/90 DATE l
BASE LINE AVE.
W'
Q
MONTGOMERY AVE,
Q
SAN J A CJN T 0 AVE,
PROJECT SITE
W�
RA MONA A VE.
MILLED? AVE.
i
FUTURE CURB B GUTTER
' .18"EUC F=UTURE CONSTRUCTION
EUC
(Z4
80.29
10+3997 ECR TC -87.27
FUTURE fL, 86.60'
CURB RETURN
'CUR VE DATA
R = 20'
A.= 89°57-'50"
L. = 31.40" _
T= 19.99`
FUTURE
R/W
–i— 4 70 r- - 4c
SAN -JACINTO AVE
FUTURE CUR88 GUTTER
SIDEWALK T YPI CA L SECTION
NO SCALE
JA CI N T 0 /3 AVENUE
3:1 TAPER 12"TREE —I-
12 STUMP I
® a p a
M.B. W.M.
Da W.M.
k
le -,x .r a "ell x�
4'C L F
RIW ,CONSTRUCTION NOTES
s "
&—CONSTRUCT 6 "CURB & GUTTER PER CITY STD NO. /0/
/2
20--- .CONSTRUCT AC PAVING 2 "THICK OVER COMPACTED NATIVE SOIL
4` 0.5`
CONSTRUCT DRIVEWAY APROCH PER CITY S TD NO. 103
1-7 FUTURE
fl CURB a GUTTER SIDEWALK
6
SAW CUT TO NEAT CLEAN EDGE
ENGINEER'S ESTIMATE OF QUANTITIES
6" CURB & GUTTER 190 LF
12` WIDE RESIDENTIAL DIW APPROACH 3 EA.
A C PAVING /8 TONS
LEGEND
_ INDICATES POURED CONCRETE,
.INDICATES ASPHALT CONCRETE (AC)PAVING,
-A .. _ __ INDICATES FLOW LINE.
(XX - XX j INDICATES EXISTING ELEVATION,
XX. XX INDICATES PROPOSED ELEVATION..
M.B. INDICATES MAIL BOX.
W. M. 1.101 CA TES WATER ME TER,
GENERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE 'WITH THESE PLANS AND
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1975.
2. CONSTRUCTON PERMITS SHALL BE OBTAINED FROM FONTANA
PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK.
3: MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISH PAVEMENT GRADE BY THE SEWER CONTRACTOR AND SHALL
BE RAISED TO GRADE BY THE PAVING CONTRACTOR A T THE
.COMPLETION OF PAVING,
4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING
CONTRACTOR,
5,ADEQUATE STAKES SHALL BE SET 12,5 `APART BY THE ENGINEER
TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK, TO
THE PLAN GRADE,
6. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY
..THE CONTRACTOR.
7,THE CONTRACTOR SHALL CONTACT ALL SERVING UTILITY
COMPANIES FOR THE LOCATIONS OF EXISTING UNDERGROUND
LINES BEFORE THESTART OF CONSTRUCTION,
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 354 PK NAIL IN
POWER POLE NO. 1652341E, NORTHWEST CORNER OF
BASELINE AVE. & JUNIPER AVE,
ELEV 1414.47
TER, F RA L.STON �-
LAND SURVEYS` v} D EPA R TMS' T � Off' PUBLIC*V#?KS
7j .a
M. 3662 L INWOOD PL A EE aQ�ww- sr � °��E
RIVERSIDE CAL/ F. P. Ralston ,5�/V �//��//V%� �y��1/l�L- I" 20�:�
(714) 686-4735 92506 DESIsNED it �r�om /3'J fo .0?3 ed&� o� ,I���pr�r
f�
� August 1987
C.Ralston
cmCKED or APPROWO
of
All 7XJ9 of I
JAMES K. LAIVGONE RCE 33792 Exp 6/30/90 DATE l