HomeMy WebLinkAbout5696-8aTRUS AVENUE
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TOP OF PROPOSED 8" MEDIAN CURB
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ROAD SURFACE.
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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MOVE SIGNING AND STRIPING TO SATISFACTION OF CITY ENGINEER
REVISION DESCRIPTION
■
■
CITIRUS AVENUE
T
9 PER CITY DWG 2W7
104'
�
52' 52'
+
+ 04 n
%_ 12 40' 40' 12
+
00 TRACT NO. 18981
6 T _-'r
15 1*_
L LOT
"D 13 12
IN, t
EXISTING
3
J
- - - -------
36'" STORM DRAIN PER CITY LOT OCO
DWG. NO. 5698
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---- - ----- J 2-5
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9 TC 10
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�77777717' 8 42-5
00
CO C*4 EXISTING 8". CURB
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GUTTFJ?
8n. PER CITY DWG. NO. 3595
SEWER jTY *
..... . ....
J. .. ....... ..... J
Uj w
EXISTING 21 WATER EXISTING 25" WATER
OF0319to DOW71134Z EXISTING 14" WATER
EXISTING 8" SEWER
PER CITY DWG. 2773
CURTIS A VW.FNUE
BASIS OF BEMINGS:
SHOULD CONSTRU00N OF REQUIR Prepared For: THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF
J IMPROVEMENTS NOT COMMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15.
TWO YEARS OF THE DATE OF APPROVAL GRAND PACIFIC COMMUNITIES, CORP 13EING: NOO" 1 644"W
SHOWN HEREON AND CARRIED FORTH IN A
BENCH"K.'
100 N. BARRANCA AVE., SUITE 950
DILIGENT MANNER, THE CRY ENGINEER MAY 1� CALTRANS BENCHMARK NO. 8-17
WEST COVINA, CA 91791 !1
1 BRASS'CAP IN -CONCRETE S.C.E. TOWER LEG. 343' NIO
REQUIRE REMSIONS TO THE PLANS TO (626) 858-8666
HIGHLAND AVENUE, 0.2 MI WIO SAN SEVAINE ROAD, IN SOUTH
BRING THEM INTO CONFORMANCE WITH
CONCRETE BASE OFTOWER 19.5; 2.65 Mi. WEST
CONDMONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVENUE FROM SIERRA AVENUE
EL= 1428.609
CONSTRUCTION N07B
r3 CONSTRUCT 4' PCC SIULWALK PER CITY STD. PLAN NO. 1006t W=5'
7 CONSTRUCT COBRA HEAD LUMINAIRE LED STREET UGHT (90 WATT)
SEE PART NO. 10205811 PER C17Y STD. 404
G)_ CONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT)
iSEE PART NO. 10205809 PER CITY STD. 404
13 SAWCUT
14 REMOVE EXIS71NG AC PAVE;MENT
15 GRIND EXIST. AC PAVEMENT 0.1' ) AND OVERLAY
16 CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000
17 CONSTRUCT AC PAVEMENT OVER 12" MIN. OF 9579
AC PAVEMENT OVERLAY
(MIN. 0.10# THICKNESS)
5# it PROPOSED
14-
0. 10' MIN. MIN. MIN., AC PAVEMENT
1
GRIND EXIST.-f
AC PAVEMENT EXISTINGf
(MIN. 0.10# THICKNESS) AC PAVEMENT
PAVEMENT PIN DUAIL
NIS
SAWCUT AND REMOVE
EXISTING AC PAVEMENT
LEGEND.
PROPOSED A.C. PAVEMENT
GRIND EXISTING AC AND OVERLAY
O SAWCUT AND REMOVE EXISTING AC
PAVEMENT
GWHIC SCAU
40-1 0 20 40 80 160
Prepared By-
ISIC: ss/oy
CITY—F FONTANA
CALIruRNIA
D ENGINEERING
4o
AID V. 4
STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
14
DRAWN BY:
TRACT •NO. 1898 1
SCALE:
1Seville venue
6866 A
Fontana, California 92335
No. 36052 rn
ul
HMG
CffRUS AVENUE & CURTIS AVENUE
AS�NOTED
9) 356-1815 Fax (909) 365-1795
Exp. 6/30/20
DESIGNED BY:
DBW
LK
DATE:
August, 2018
kaykAnd J. hlard, R CT 36652 Date
C j V
QF- Vr
CHECKED BY.
D RAWING NO.:
(expires 6/30/2020)
c AN—
RJA
5696
T ENGINEER R
Fiflename: k\Grand Pacific Communities — 339\Tr18981 Citrus and Curtis\DWG's\FINAL DESIGN\STREETS\STREET PLAN TR 18981 SHT 8.dwg