HomeMy WebLinkAbout5771-3KRUG LANE
SEE SHEET 7
60'
30' 30'
10,
20'
20'
10,
I
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24" STORM DRAIN
PER CITY DWG.
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NO. 5774
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1713.83 TC
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12+70.00 CL INT KRUG LANE
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38
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30, 30,
60'
KRUG LANE
SEE SHEET 7
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CATCH BASIN #3DETAIL
CASE licit, W=14', V=635'
NOT TO SCALE
69
r
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JUSTIN STREET
SEE SHEET 5
60'
30, 30,
10 20' 20' 10,
76 77 76 75 74 73 72 71 <D�l CONSTRUCTION NOTES
+ � } "' ' 10 CONSTRUCT 4" AC PAVEMENT OVER 95% COMPACTED NATIVE SUBGRADE
8" SEWER PER CITY W r PER SOILS ENGINEERS REPORT AND GENERAL NOTE 32
OF FONTANA D G. NO. 5772 BCR ! CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO, 1000
R/W 6 4 1725'92 TC w — CONSTRUCT e PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
.. ,-.-..:.::.... ...... ..:..•::..., .,• ;...•.......,:• .:,...::,:.:.• ...� _ - o �— CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001
16+80.96 CL INT KASTANIA WAY= W=16' UNLESS NOTED OTHERWISE
LED STREET LIGHT SC 10205809 1 WATT CARPINTERIA POLE
1'0 12+70.00 CL INT JUSTIN STREET INSTALL DECORATIVE - E# {4 S)
_ , 2 PER CITY STD 404
W ! 7 z
3
NI3._� _ _ _ _ _ I 7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
YID _ �I - —1€
E
.2 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD: PLAN NO 3003 (CASE C)
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R/W
65
A
8" WATER PER
WATER DISTRICT
me
VALLEY 4_
STR. STA. 11 +08.00
CATCH BASIN #4 DETAIL
CASE "C", W=14, V=7.94'
NOT TO SCALE
EGR
172&55 TC
Q
m c� i
70 '
+ I �--
`4'_ 10' 20' 20 10'
30, 30,
60,
JUSTIN STREET
SEE SHEET 5
CURVE & LINE TABLE
RADIUS
DELTA I
LENGTH
I TANGENT
BEARING
A
1 25.00'
90'00'OCr 1
39.27'
1 25.00'
-
(IN FEET)
1 INCH = 40 FT.
1J
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE Prepared Par: BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
Q SHOULD CONSTRUCTION OF REQUIRED THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO ��OFEssi3N
IMPROVEMENTS NOT COMMENCE WITHIN BEING THE CENTERLINE OF SIERRA AVE., PER PM NO. ALLARD ENGINEERING O ��p J. 1< �l STREET. IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL L E N N A 19431, PMB 242/97-98 Civil Engineering Land Surveying Land Planning
Z
g - y - g DRAWN BY: SCALE:
SHOWN HEREON AND CARRIED FORTH IN A 980 MONTECITO DRIVE, SUITE 302 BEING: N00'33 32 W 1.6866 5evilIe Avenue �' `� z CV TRACT NO. 2Q154 A5 NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY CORONA CA 92879 _ . Fontana California 92335 c� No• 38052 ,,�
DIAL TWO WORKING F3ENCHMARIC: �' ''' DESIGNED BY: TA. KASTANIA WAY 1 + DATE:
BEFORE((I),,
DAYS sEFORE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 CALTRANS BENCHMARK8-17 (90 356 1815 Fax (909) 365-1795 Exp. 6/30/20 DBW S Q+QQ 0Q ®S 6 SO 96 January, 2019
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED y `�� C1V1� �`� CHECKED BY: APPR�":�ED BY:---
�` f9pF �. DRAWING NO.: 3
TOLL FREE 00-2CONDITIONS AND STANDARDS IN EFFECT 343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. RAY NB J. ALLARD, R.C.E. 36052 OF' CA��F RJA —�� � �_—'/ - `',e'�}4 -DATE: 1-17-2019 5771
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 1 1 :j I EL=1428.609 (expires 6/30/2020) CITY ENGINEER R.C.E. 51152 7
Filename: I:\Cal Atlantic\Summit at Rosena\Draw ings\FINAL DESIGN\Intract\PA 2\STREETS\TR-20154—STREET SHT 3.dwg