HomeMy WebLinkAbout3507-2MULVEM
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CONSTRUCTION NOTES
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001 1 CONSTRUCT 5" AC NO CAPON 12"COMPACTED NATIVE SOIL 666
PER SOILS REPORT RECOMMENDATION.
L
71+00 72+00 73+001 PLAN 1'= 40' 174+00
SCALE IN FEET
40 80 120
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f
FUTURE
STREET
DELTA
10 64' 22 10
8
I
8
c�
35.00'
55.07'
W
®
89°47'38"
35.00'
caQ
34.87'
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20 CONSTRUCT 8 CURB & GUTTER PER CITY STD. DETAIL 1003. A.P.N. 226-092-05a Qs(:))40 CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006. - - - - - FUTURE RI
1121
50 SAWCUT AND REMOVE EXISTING AC PAVEMENT. — — — — — — — — — — — -
T
6 INSTALL STREET LIGHT 22,000 LUMEN.
O7 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1015 10.45
PLAN PER DTH
WIN89'44'03 "E FS I O , 5 0
( )
80 REMOVE POLES IN CONJUNCTION WITH UNDERGROUNDING OF EXISTING UTILITIES.
N
90 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1,
CASE PER DETAIL ON SHT. 5
10 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2
PER DETAIL ON SHEET 5; W=PER PLAN; V=PER PLAN
11 SAWCUT
16 CONSTRUCT 24" RCP D -LOAD PER PLAN
17 CONSTRUCT CONCRETE COLLAR PER APWA STD. 380-2 PER DETAIL ON SHT 5.
18 CONSTRUCT TEMPORARY MORTAR PLUG PER
CB PLUG DETAIL ON SHT 5.
19 CONSTRUCT BRICK AND MORTAR PLUG PER PIPE CLOSURE DETAIL ON SHT 5.
20 INSTALL SLEEVING 1-6" & 2-4" PER CITY STD. NO. 518 (CHISEL "I" ON ALL CURBS).
21 INSTALL 3 1/2" (91 MM) RIGID METAL CONDUIT
CURVE DA TA
0
DELTA
RADIUS
LENGTH
TANGENT
AO
90'00'00
35.00'
55.07'
35.09'
®
89°47'38"
35.00'
54.85'
34.87'
71 72
—PROPOSED PAVING PER DWG. N0. 3349
Rlw
FUSD HIGH SCHOOL
IMPROVEMENTS PER DWG. NO. 3349 m
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
A 41
16 E
1 4
2
C� \ 21
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20
112' 22' 22' !2' Id
34 �I
I 11
NOX VENUE
SEE DWG. No. 3399
SHT. 5 OF 9
75+00 76+00 77+00 78+00 79+00 80+00
160 m
NOTE TO CONTRACTOR. Q)
PRIOR TO CONSTRUCTION, VERIFY IMPROVEMENTS ALONG M
L6
FRONTAGE OF HIGH SCHOOL SITE. IF ULTIMATE IMPROVEMENTS �o
ARE NOT CONSTRUCTED ENGINEER IS REQUIRED TO PREPARE PLAN
IN ORDER FOR CONTRACTOR TO INSTALL ADDITIONAL PAVING
TRANSITIONS WESTERLY OF KNOX AVENUE TO EXISTING PAVED ROAD.
TQkL 8 8 8 L1
m m 8 m � Lu o o Z�
� A.P.N. 226-092-04 0
� R o Z
j� L j ti Q
- - . -FUTURE R/W - - - - - - - - -
19 0
FUTURE C.L. 11 'X9'RCB DWG N0: 3213FUTURE C & G _ EX R W
1 - - - - co
�FUTU E 10'VCP-SEWER PER DWG_ J3212 f -EX EP -
1 +46.56EP
17
CL CONC COLLA CN 5�� III N89'40 48 E s
75 76 7�7 ' 78 49 SD
LAT. A
k SEE PROFILE N 6' 25 J18" GWMR EX EP o
F�� HEREON -C & G �6' PER JOB 4078E-1 - --- --
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lei
SUMMIT
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DoT B
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17
19
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28
6
CT NO. 16427-5
29
BENCH MARK. 8-17 BASIS OF BEAR/NGS.
BRASS CAP /N THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER THE BASIS OF BEARINGS FOR THIS MAP
AVENUE 343' NORTH OF HIGHLAND 0.2 M/ WEST /S THE CL OF LYTHE CREEK RD.
OF SAN SEVA/NE RD., 2.6t M/ WEST SHOWN AS N00'12 35 E ON REeORD
OF SIERRA AVE. R S B R 99-103 D /N
ELEVATION. # 1428.609
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 CONDITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
W
%1
31
32
REbORD DF4AWING'
THESE RECOnD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER INILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OIuIk%*NS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A. RESULT THEREOF.
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN BY -
10601
Y10601 CHURCH STREET, STE. 107 JV
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311 DESIGNED BY:
M.N.S.
Date CHECKED BY�
RCE 621 W EXP. 9-30-05
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SUMMIT A VENUE SCALE:
KNOX AVE. ' TO 591' EA S T DATES SHOWN
OF KNO A VE. SEPT 2003
—APPROVED BY: DRAWING NO.:2
Z- S 3507 5
CI PY ENGINEER R.C.E. 51152 DATE
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