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CURVE RADIUS DELTA ANGLE LE 0 0
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LEGEND I 55.00' 90'00'00- 1 55.00' 186.39- dQ
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U. 447* U.4470
tK COLD PLANE�___,/'
1 30'
BOUNDARY LINE COUNTY OF I v I b 13+01.55
— PATH OF TRUCK & TRAILER Z) SAN BERNARDI 6.5' 18, C6 SEE LEGEND
Z 0 > 16.5' EX. POWER POLE I
LIJ SAW CUT EX. AC -
>W1 NO TO REMAIN
13 ALONG PROPOSED EP -0
TIC TOP/FACE CONCRETE CURB 110.00, J0 tro_� FE: N 00-191.3 E
_—�1I�wOII�
EP EDGE OF PAVEMENT 11+00 12+00 13+00
_
< CITY OF 10+00 - jl� - - - - - - - - - - - I - - - - - - - - - - - LIMIT OF AC OVERLAY
rr. 6L - - - - - - - - - - - - - - - - - -
FS FINISH SURFAC: FONTANA — — — — — — — — — — — 0 9 V51 17 11.5'
EX. EXISTING — — — — — — — I
R/W RIGHT OF WAY 50.00' 60.00' L
2SIMIT OF AC OVERLAY FXISTING LEFT TURN LANE
12
CENTERLINE LIMIT OF AC OVERLAY 16.5' 17 16.5' EX. 8" TC ALMOND AVE.
EX. CATV AVENUE
TB TOP/FACE ASPHALT BERM CONSTRUCTION NOTES ALMOND
RISE R
NO. DESCRIPTION 4"7_z
F-1 OVERLAY ASPHALT -- RAISE CROWN _::� EX. 6" TIC
TO ACHIEVE 1% CROSS SLOPE \::E�X. TC
1 CONSTRUCT 6.0' PCC SIDEWALK PER COUNTY OF SAN BERNARDINO STD. NO. 109 TYPE"C'
(TAPER TO EDGE OF PAVEMENT) (D CONSTRUCTION NOTES
2 CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF SAN BERNARDINO STD. NO. 115 cont. — — — — — — — —
COLD PLANE EXISTING ASPHALT 2.0" 3 REMOVE EXISTING A.C. BERM NO. DESCRIPTION
MIN. DEPTH AND 1.5' MIN. WIDTH, 4 SAW CUT 1.5' AC ALONG PROPOSED E.P. 11 REPAINT EXISTING PAVEMENT STRIPING PR MUTCD 2003 CA SUPPLEMENT FIGURE 3A-112 DETAIL 38
INSTALL PETROMAT, AND CONSTRUCT 5 CONSTRUCT CONCRETE DRIVEWAY ENTRANCE AND CURB DEPRESSION PER COUNTY OF SAN BERNARDINO STD. 129-B 12 EXISTING PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-104 DETAIL 22
2.0" MIN. OVERLAY FOR SMOOTH JOIN 6 CONSTRUCT AC PAVEMENT 3" THICKNESS OVER 4" COMPACTED AGGREGATE BASE PER GENERAL NOTE N0.11 13 REPAINT EXISTING PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-108 DETAIL 32
7 EXISTING R26(S) (CA) NO STOPPING ANY TIME TO BE PROTECTED IN PLACE 14 APPLY PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-104 DETAIL 22 20 0 20 40 60
8 INSTALL R26(S) (CA) NO STOPPING ANY TIME 15 APPLY PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-112 DETAIL 38
9 INSTALL TURN LANE -USE ARROW PER MUTCD 2003 FIGURE 313 -21 -TYPE Ez (L) 16 MOVE EXISTING POWER POLE
—CHIEF, TRAFFIC DIVISION DATE Scale 1" 20'
10 REPAINT EXISTING TURN LANE -USE PER MUTCD 2003 FIGURE 36 -=-TYPE IV (L) 17 REMOVE EXISTING STRIPING
BEARING
Undsirground SerAce Allart
?\,k0FESS/
LA NO PLANNING
M, CIVIL HNGINMERING
FIELD BOOK
REF:
COUNTY OF SAN BERNARDINO
STREET IMPROVEMENT PLANS
W.O. NO.
GRID NORTH
A <� I
'itedoo"o
GEONA TIC ENGINEERING
ENRONEERONQ Gps a ROBOTIC SURVEYING
DEPARTMENT OF PUBLIC WORKS
CALL: TOLL FREE
11A
-CYRAXJ�D LASER SCANNING
GROUP
DESIGNED BY:
NLT
DRAWN BY:
NLT
CHECKED BY:
WMRJ
PPROVED BY:
ROAD NO.
oopo
PLAN AND PROFILE
114100 SA
BENCH MARK
F.B. 4015 PAGE: 824
1-800
227-2600
NO. 575M
DIP. 12-31-2007
2001 E. FINANCIAL WAY STE. 104, GLENDORA, CA 91741
PHONE: (626) 91 8 FAX: (626) 914-5757 WEB: �.megi.bz
ALMOND AVENUE
SUBMITTED Bp-, CDE
FILE NO.
111-112
ASST. DIRECTOR OF PUBLIC WORKS DATE
RECOMMEND I D/ . P VIED BY:
CIVI
RR SPIKE IN PIP #897909E N. SIDE POLE
N.E. COR. CHERRY & SANTA ANA AVE.
-
11 (1• C) LQ
11184 ALMOND AVENUE, FONTANA CA 92335
ELEVATION=977.268
TWO WORKING DAYS BEFORE YOUR DIG
4�
APN: 0236-171-11
2 OF 2
WHJM M. RAYMOND JB III 57M 12131/2007 IMARK
I
I REVISIONS
APPR
DATE
DIPMENT ENGINEER DATE
LAND DEVELO
DIRECTOR OF PUBLIC WORKS DATE
5301-2