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HOLIDAY DRIVE CONSTRUC17ON N07M LIMITS OF STREET IMPROVEMENTS CONTRACTOR SHALL COORDINATE FINAL LIFT OF A.C. PAVEMENT
TRACT IN" PER CITY DWG. NO 3069 WITH 63 SO AS TO COMPLETE
0 CONSTRUCT 4.5 AC PAVEMENT (MIN) OVER 12" OF 957. COMPACTED NATIVE SOIL
CONSTRUCTION OF STREET IMPROVEMENTS AT SAME TIME
(SEE GENERAL NOTE 31 & 32)
3 CONSTRUCT 8 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 W)OLE 41D ASSOCIATEXI Ak/c
TTER AND SPANDREL PER CITY STD. DWG. NO. 104, W-8' --jj�rAUM a- DX. �017,r aw, v1477clito CA. ql�&j
10 CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH AS SHOWN ON PLAN No, 36 37
12 SAWCUT EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN) RECORD DRAWING
13 SAWCUT & REMOVE EXIS71NG AC PAVEMENT (SEE DETAIL "Am ON SHEET 10)
THESE RECORD DRAWINOS HAVE BEEN PREPARED, IN
23 TEMPORARY 9500 LUMEN HPSV STREET LIGHT ON WOOD POLE PER DWG. NO. 2926 PART, ON THE 13ASIS OF WORMATION COMPILED AND A
TO BE REMOVED AND REPLACED W19500 LUMEN HP`SV (100 WATT, I 10) LUMINAIRE, BASIS I%ff%JOF BEARINGS: FURNISHED BY OTHER& THE ENOAMER WILL NOT BE
RESPONSIBLE FOR AW ERAOR& OR ORMSSIONS WHICH
PER CITY DWG. NO. 3252 (BUILT BY THIS TRACT) BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST LINE OF THE HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
TO BE REMOVED OR RELOCATED BY OTHERS WEST 112 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP I NORTH, RANGE 6 WEST, SAN A RESULT THEREOF
GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON PLAN AND DETAIL ON SHT 10 BERNARDINO BASE AND MERIDIAN, BEING NORTH 00* 11'07" EAST AS SHOWN ON TRACT MAP NO.
16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS OF THE COUNTY OF SAN
BERNARDINO.
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REV.
REVJMN DESCM
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
JAWROVEMENTS NOT CONNMCE WITHIN
PREPARED FOR:
BENCHMARK
Prepared By: ESS
ALLARD ENGINEERING S -1qA
CITY OF FONTANA, CALIFORNIA
BELM31010 VE H COMMUNITY PLAN
KB HOME
CALTRANS BENCHMARK NO. 8-17
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TWO YEARS OF TM DATE OF APPROVAL
SHOWN HEMON AND CARRIED FORM IN A
801 CORPORATE CENTER DRIVE
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' NIO HIGHLAND AVENUE, 0.2 Mi. WIO
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue rn
L3
DRAWN BY.
AE
STREET IMPROVEMENT PLANNIS
SCALE:
1 40'
DIAL
DRAGENT MANNEIL TM CITY ENGUfM MAY
SUITE 201
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
No, 43976 M
Fontana, California 92335
TUCT 16M9
NG
OF S.C.E TOWER 19.5; 2.65 Mi. W. ALONG
Exp. 6/30/05
DESIGNED BY.
fEw VEMM
DATE.
BEFORE
REQME REVISIONS TO TM PLANS TO
POMONA, CA 91768-5641
HIGHLAND AVENUE FROM SIERRA AVENUE
(909) 356-1815 Fax (909) 356-1795
AE
/STA. 29+8L10 STA. 36+95A
CHECKED
Y,,
DRAWING NO.:
YOU DIG
BRING THM INTO OONFORNANCE WITH
(909) 802 -1154
CIV11-
CONDITIONS AND STANDARDS IN EFFECT
FAX (909) 802-1111
David S. Hammer, R.C.E. 43976 CALI
DSH
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ELEVATION.- 1428.6090
(expires 6/30/2005)
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I C- M:\DWG\ 19201 \STREETS\ 1 6269-SHT7.DWG