HomeMy WebLinkAbout4535-1O LMO
CONSTRUCT ION NOTES
1�--MAKE SMOOTH SAWCUT
PLAN
L CONSTRUCT B" LURE AXID GUTTER 'PEA. SLALE : 1" = 40'
-S. & U]. 97D. DRW. NO. 117
(3 CON4TKLLLT 0.7-l' A..-- PAVEMENT LN M
v PXEPAR'ED 1AUZ-6FkA0E
4 CONSTRUET Z:I A.C_ TAPEPI
BEE LH Io�® N 00 01.35 E
LM— -
So--CON67kUCT ' ININIMUM'WIDTH A.L.FIz
FEATHER. -x 1
fo MEET EXIST CURB k GUTTER } K/W
0—COUO3TFCULT IZ' WIDE DRIVEWAY d 7
r4PTKOAC.14 PER 5.13. CLI. hTD. DW&, NO.IZE7
WUJ
m 1
b KEI-orm-TE PbwF-R TOLE' `BY OTAE.RS, to
� a
F)-- RELOLdTE WAXER VkLVE (PJV OTLLIi.Ri.%) (3
D x4
fO CONhTRUET I:I A—C. TILPER
11 V -Wk 0VE ALL P 12U,61.1 WITUIKI e/W
R/W
-14'
O' 44'
i
TYPICAL SECTION
NO SCALE
VARIES 1.5 TO
5'
Il "'
Iz/W
� E1CIhT. NaT. lalz.f7 .
.. GENERAL NOTES
1. ALL WORK 'zKA.LL bE DONE 1N ALL&&tI%-NLE WIT" THESE FLANS AND 9AN 8ERN1>,ilD1NO LOUMIV
-5TK%13K1W5 AND SPECIFICATIOU.
Z. A FEWMIT WILL 6E VlEUIWE0 ii&M IRE LOUNTY OF SAt1 ISEKNARb1IA.- PRIOR TO KNY E.NLRDAC"1MENT
OR LON6TKULTION WITRIN LOUNTY VLMAT OF WAY.
7 PJB .
d W 3. IF ASPHALT LONLRETE, 1'S TO WE PI.ALED DIRELTLY DN SUB- MLNbE , k SOILS /STEFLXLk%T RECa\SZ FRED
J p�� d 6Y E.P.A. FOR UE ANDER A.L. KTAZ P.C.C. S%kKLL 26E UNIFOKMLY APPLIED AT THE MANUFPLLTIIRERS
tj
W O�� RELOMWENDED RATE FOR FU\ -L PAVEMENT WIDTH PRIOR TO PAVIKLC%.
F
Z 3 4. WHEN PAVEMENT \S DLKLED ON NATIVE- SDIL WHIL" L-LNSIS'TS 11F 0.0LICEV MATER\AL, IVT- 16us-
_ v &KALbE SKALL WE PREPARED &N REMOV1NC2 ALL ROLWS WIa1C.H PROTRUDE A96OVE T11E SUPb-CaFkADE AND
AVE�II]E N VALLEV 6LVD. ALL VOIDS AL DEFRESSIONS SM&.LL EX FILLED WITH A FINE LIRADED NWEKIAL 0,F A 0LUAL1'TY SETTER
� THAN THE NATIVE MATEKIA.L.
PROJECT' q. kbILOLUA E. 4TNALL6 5�4PtiLL ILE SE1E.
T EN THE EM11\ ER IN F-%kU-E TWE UM1WkLTR O OTL ONST WULT
5 (TE
� I ( THE WORK TOPLAN fnRADE.
ab1W
ExIhT. �: R/W INTE0.STATF lO I LI.*)Ia. ANLL PIPELINES M S\113STRULTURES OF ANY KINDS TELEPHONE LR 'POWER POLES, WATER METERS,
Z VALVES, NYDRANTS, ETC. 4 -!\OWN OR NDT SUOWN ON THESE PLANS WITHIN TWE LIMITS OF T"1S
D ISI DEVELOPN\ENT OW IN AD-1kLENT AP.EAS WUEKE INT�PROVEMENT WORK 15 TO bE DONE
2 v VI L1 N I TY MAP fIEMOVED OR KELDLATI=D AS REL-UIRED AT Na LOST TO TH1= ')AN ISERNAF.DINO LLUXITV
NO SLALE
TRANSPORTATION DEPARTMENT ; IT S+IALL. ISE THE QWNERS RES1711N.461E51Ll-TY .TO NUTIFY ALL' A�CNLIES
O LONLEKNEO.
aW
NW
N
UlIWRE WNOTE TO CONTRACTOR
Contractor agrees that he shall assume sole and complete responsibility
for job site conditions during the course of construction of this Project,
including safety of all persons and property; and that this requirement shall
apply continuously and not be limited to normal working hours; and that
the Contractor shall defend, indemnify and hold the Owner and the Engineer
harmless from any and all liability, real or alleged, in connection with
the performance of work on this Project, excepting for liability arising
from the sole negligence of the Owner or the Engineer.
JOHN EGAN and ASSOCIATES FIELD -BOOK REI: COUNTY OF SAN BERNARDINO W. 0 No.
Consulting Engineers W 78 (�,
CC ww �� eett N — — O N Z
1631 North D St. (714) $83-x761. _ ._„-_ .p._���.,� ...__.� ._ . ROAD D G �I�T ivy t rF T
San Bernardino California 92405 ROAD N0,
' _ .:., DESkG-MED r� DRAWN By chECKEa BY
w..., R M D. K �.8 �� APPROVED BY STREET IMPROVEMENT PLAN I (D
SUBMITTED BY --- C.G E.ASST COUNTY E NCR, ROADS DAT€ -! l — IOD
kwe'&RECOMMENDED /APPROVEC BY BEECH AVENUE
ISRUCE V. bLANLiI`A kM R.C.E. ZTl Ob VAITE
-r
jC� .3 • tg•�9
- „ . .�._... --- SHEET of i
N�AIIRK Fi Yf Ii Amit+ DAT AW ROAD COMMISSIONER R. DATE COUNTY ENGINEEt? pATy
. Dv�1C�: N0 . y535
y