HomeMy WebLinkAbout4099-11:(OSS +14* WSW
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2040 29+OON 1 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 PROFILE
HORIZ. SCALE: 1 " = 40'
VERT. SCALE: 1 " = 4'
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APN 255-091-55 APN 255-091-06 I CONSTRUCTION NOTES
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20 SAW CUT & REMOVE EXIST PAVEMENT
12.24 O
xl 21 CONSTRUCT 4.5" AC OVER PAVEMENT WITH 12"
COMPACTED NATIVE SUBGRADE
MINIMUM OF 95%
FEATHER FOR SMOOTH JOIN
MINTER23 ADJUST EXIST STRUCTURES (MANHOLE, VALVE, ETC.......) TO GRADE
SECTION
+ INIPERIAVE. STA 37+18.67 24 GRIND MIN. 0.10' EX. AC PAVEMENT & CONSTRUCT AC OVERLAY PER DETAIL
C:) STA. 9+12.41 EXISTING ULTIMATE STA. 33+12.64 EXISTING 6 EXISTING 8" `(0 SAVE. STA 10+00.00 O HEREON
DRIVEWAY R/Vy R/W S.G.V.M.W.D WATER
R 20' ; 25 CONSTRUCT SWALE PER DETAIL 3 ON SHEET 9
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RELOCATE STREET LIGHT AND PULL BOX PER CITY OF FONTANA STD DETAIL 1016
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NN4.. r� LAJ_ _n. ULTIMATE 30 30 ULTIMATE
Z STA 32+301141, 9' 6,
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26 MH ULTIMATE 1053.00 L ,� 7 �. - m Is ,.t �. ' PR. PAVING PR. PAVING OVERLAY i
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R /W a o � i -... _ - R W n 00 0 11 22'
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o r-,,-! ® c�i �.. I— - _ "' .. 13'—VARIES SEE STREET 14P. PLAN
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`� CO"� `� �— 1 S I PREPARED BY TENG COMPANIES
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N o + STREET IMP. PLAN (JUNIPER AVE. FROM < 1 '-20'
,� N o a I i SOUTH OF SANTA ANA TO SANTA ANA AV. �' I 21
APN 255-1 1-14 APN 255-101-24 M ------------ I APN 255-101-25 Pf EPARED BY TENG COMPANIES OF CALIFORNIA ,' OF CALIFORNI DRAWING NO. 4084
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I 30' - (SHEET 2 OF DRAWING NO 4084 ' r 2q, 2%
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SANTA ANA AVE. I EX' R. SS IPR. SD
1 I P SEE DETAIL HEREON
PER PLAN 1' MIN. Q 5' MIN. I EX. SURFACE EX• \S EX, CROw'll I
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SAWCUT AND REMOVE _-
FOR STORM DRAIN SEE SHEET 6 Ex. PAVEMENT ""°v 1 JUNIPER AVE. DETAIL 1
1GRIND 0.10' MIN. ,r TI=6.5
A
EXISTING PAVEMENT AND STA. 33+12.640S
OVERLAY 0.10' MIN. TO STA 36+80.00
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40 0 20 40 80 120 NEW PAVEMENT EXISTING PAVEMENT �- ��
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20 REVISED ENTIRE SHEET O
AC OVERLAY DETAIL SHEET ADDED
SCALE 1"= 40'
N.T.S. RECORD DRAWING
p BENCHMARK PENCO ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
O CITY OF FONTANA B.M. SHOULD CONSTRUCTION OF THE REQUIRED QRpFESS/O,y Civil Engineering
CHISELED BOX IN EASTERLY TOP OF CURB OF IMPROVEMENTS NOT COMMENCE WITHIN �oX Planning STORM DRAIN AND STREET IMPROVEMENT PLANS
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND TWO YEARS OF THE DATE OF APPROVAL ��� �ySurve5ling
AW COURT, 500 FEET SOUTH OF SLOVER AVENUE SHOWN HEREON AND CARRIED FORTH IN z Construction Management DRAWN BY: JUNIPER AVE. STREET PLAN SCALE:
ELEVATION = 1077.400' w rn g J.E.G As Noted
DIAL h A DILIGENT MANNER, THE CITY ENGINEER AND PROFILE
TWO WORKING RECORD DRAWING 2/4/0 N �'�• EXP. 6-30-07 � One Techno/ogy Park Building J-725 Irvine, Ca/ifomia 92618
BEFORE)DAYSCITY OF FONTANA B.M. NO. 296 DESIGNED BY: DATE:
BEFORE A BOAT NAIL SET IN SIDEWALK AT THE NW MAY REQUIRE REVISIONS TO THE PLANS * No. 50152 * Te%phone (949) 75 11 Fox (949) 753-0775 "STA 28+50.00, T STA 37+65.24
YOU DIG YOU DIG CORNER OF THE INTERSECTION OF SIERRA 2 REVISED SEWER AND STORM DRNN LOCATION /03/07 E.B. 'Z� TO BRING THEM INTO CONFORMANCE WITH gj�,OCIVIL F���\P J.E.G FR RUR A NORTH OF JURUPA AVE 05-04-07
TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/0 SLOVER AVENUE) 1 SHEET ADDED 1/1/06 E.B. 1.0 STANDARDS IN EFFECT. F CA1.� S_ Ito _ p 7 CHECKED BY: APPRM 11 �,T DRAWING NO.:152 1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1137.71 1967 REV. 1 REVISION DESCRIPTION DATE ENGR. CITY DATE DA & •f/•� 4099
ESTHER BA GA •— R.C.E. 50152 Date E.B.