HomeMy WebLinkAbout1926-20
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FC.D. R/W
FINISHED SURFACE
EXIST A.C. PAVEMENT
NEW A.C. -SAW CUT EXIST A.C. PAVEMENT
PAVEMENT
kc. rEATHER DETAA IL
N.TS.
EXISTING POWER POLE EXISTING POWFIR PnI F
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A.C. PAVEMENT OVER
COMPACTED NATIVE SOIL
6
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DRIVEWAY APPROACHES)
VARIES N.TS
NORTHSIDE STA. 22t48 TO STA. 23+00 MIN, 3%+ TO MAX.4%±
STA. 28+00 TO STA, 284-50 MIN. 2.41%± TO MAX. 0/6± BENCH MARK: TOP OF FIRE HYDRANT AT SOUTHEAST CORNER FC.D R/W
SOUTHSIDE STA. 22+48 TO STA. 25+25.76 MIN.4%-t TO MAX.6%±, OF INDUSTRY AVE. AND UNION AVE.
STA. 28+00 TO STA. 28+50 MIN. 2% TO MAX. 4% EL. 861.84 B.M. No. 603
Zbtuu Z(+U() 28+00 29+00 740+0n
75'
Sf" A
PROFILE %.*ALE.
HORIZ: 1 11 =40 1
VERT: 1'1=4
UNDERGROUND
SERVICE ALERT
CALL:TOLL FREE
1-800-422-4133
TWO WORKING DAYS
BEFORE DIGGING
880S
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE WORK HEREON. IN THE
EVENT OF DISCREPANCIES ARISING DURING CONSTR-
UCTION, THE PRIVATE ENGINEER SHALL BE RESPON--
SIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
AND REVISING THE PLANS FOR APPROVAL BY THE
CITY.
THE FOLLOWING UTILITY COMPANIES SHALL BE
9d UTILITY LEGEND NOTIFIED 48 HRS. PRIOR TO BEGINNING WORK CONSTRUCTION NOTES QUANTITIES
FC.D. R/W
G8 SOUTHERN CALIFORNIA GAS COMPANY, P.O. BOX 3003, REDLANDS Ca. 92373-0306 _0
,'I-
TEL.(714) 335-7899 MARY CARLOS, PLANNING DEPT. &_SAWCUT EXISTING A.C. PAVEMENT
W10 FONTANA WATER COM04NY RO. BOX 6010, EL MONTE Ca. 91734
TEL. (714) 822-2201 L F MONTENEGRO PROJECT ENGINEER T__ REMOVE EXISTING A.C. PAVEMENT 2 341 SQ. YD.
S33 CHINO BASIN MUNIC104E WATER DISTRIff, RO. BOX 697 RANCHO CUCAMONGA Ca. 91730 1
< 3 _Cq.NSTRUCT OVER _eA.B. PAVING. (ASSUME
TEL. (714) 987-1712 7 E. LARRY MILLER , OFFICE ENG&ER 0
S15 CHINO BASIN MUNICIPAL WATER DISTRICT RO. BOX 697 RANCHO CUCAMONGA Ca. 91730 00 @4�A.e. eYER NATIVE FOR ESTIMATING FURPOSEia_ I If 2 8 TONS
E)flee. AE)TUAI: PAVINGTHIeKNE55 Tt BE
7
4A ROPO SOUTHERN CALIFORNIA EDISON COMPANY, RO. BOX 788, RIALTO CALIFORNIA 92377 L/U- I U-rxlvll I -L/ F 1-1% v
SED 4-5 TEL. (714) 820-5595, ROGER ASHFORD, SENIOR PLANNER
SCE CONDUITS (�)__WHERE MATCHUP OR CAP PAVING IS'PROPOSED ON
EXISTING STREET, AN ANALYSIS, PREPARED BY A
EXISTING POWER POLES (PROTECT IN PLACE, QUALIFIED PROFESSIONAL, MUST BE SUBMITTED 3080± S.F
STA. 28+50 END CURB INCLUDING ANCHOR & GUY WIRES) EVALUATING THE STRUCTURAL INTEGRITY OF THE
GUTTER (MATCH PROPOSED 11 EXISTING PAVEMENT SECTIONS.
CURB a GUTTER NORTH SIDE PROPOSED 8 CURB 81 GUTTER AND SIDEWALK 5 CONSTRUCT 8' 1 CONCRETE CURB B GUTTER PER
ENID SIDEWALK (W=4) (w=4) PER MARLAY AVF STORM DRAIN PLAN 1204± L.F.
- 0 CITY OF FONTANA STANDARD DETAIL 101
0 N PROPOSED A.C. PAVEMENT PER MARLAY
+ 13 STORM DRAIN PLAN
C�'-j (�)_CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF 4400± S.F
EXIST SCE PROPOSED 0.08'A.C. PAVEMENT OVERLAY FONTANA STANDARD DETAIL 100-B (WI=4')
7 CMANHOLE (PROTECT PER TRACT 13974 STREET PLAN
IN PLACE) (t�_ CONSTRUCT CONCRETE COMMERICAL DRIVEWAY
PROPOSED STREET R/W APPROACH PER CITY OF FONTANA STANDARD 1248± S.F
7� �-jf- _0 DETAIL 102-B (W=20')
[4,; T
m (�)__CONSTRUCT CONCRETE CURB INLET STRUCTURE 2 EA.
>�' 14 5 PER CITY OF FONTANA STANDARD DETAIL 121
Gvv \Z-1/ EXIST io 3/4WATER LINE (PROTECT IN PLACE)
@) is \�_j Z�j
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(:�)__INSTALL 161 L.F. OF 24" RCP (1350 D) 16± L.F.
15 2 -U-) EDGE
OF EXISTING PAVEMENT (§�—INSTALL 9± L.F OF 24" RCP (1350 D) 9 L.F.
/+ ........ .. . . . . —=F T_
28+00 3 1130+00
3�40'- (jD_—ADJUST MANHOLE COVER TO GRADE PER CITY
OF FONTANA STANDARD DETAIL 109
!rGd 15 Gdl G8 9—WATER VALVE COVERS TO BE ADJUSTED TO GRADE
z BY OTHERS
(�)—THICK�N DEPTH OF SIDEWALK TO 6" WHERE
Z. SIDEWALK IS IN CONTACT WITH DRIVEWAY APPROACH
7 / 7 PROPOSED CURB EXIST STREET R/W (�)__EXTEND SIDEWALK AROUND POWER POLES AS
LO - SHOWN IN DETAIL ON THIS DRWG.
0) co, i GUTTER AND SIDEWALK EXIST d'GAS LINE (PROTECT IN PLACE)
+ 11 13 (W= 4') PER TRACT
,No 3: 11 (��_ADJUST MANHOLE COVER TO GRADE PER C.B.M.W.D.
13974 STREET PLAN EXIST 15 VCP NONRECLAIMABLE WASTE STANDARD
ck: WATER SEWER (PROTECT IN PLACE)
R
R D,-- � z EXIST 3��'VCP INTERCEPTOR SEWER
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TRACT 13974 STREET PLAN
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PROPOSED 78" RCP (SEE C\l 00'cn N
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MARLAY AVENUE STORM nz� w
DRAIN PLANS PREPARED 0 W u)I 2
BY THIENES ENGINEERING)
FC.D. R/W
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i I FCD - 1- 801- 40
i I FCD - 1- 801- 40