HomeMy WebLinkAbout5299-1,
ITA
,%n Berrwrdity
M
Vicinif Ma
,W/ /o fkale-
•
r,
I_..
E
t
a
r
l7 18
gee S>`remtlmyrorevn-rsi�knFir
Henr� J.Koiser Hyh 8dicv/
Ave.
Al=
q
e�
Bench Mark :
Cifx of A nf0 wm 0. M. 579
9I rmd s ike in Power PO/8 No.
897925 () E. at the N.W. Caw.
411MM/ rt and A/mmd Awe's.
E/evat%": 936.76 (197,6)
Bca/e :1=40"
FAME
h
Avenue
m v hi
^ �j
N
� x h � ti:E � tl• r0
a
n V
I
r
f a
. Y
•
GENERAL NOTES ..
L All work shall be done in accordance with this plan and the San Bernardino
Cousty Standards and Specifications.
1. 4.Verpit will be required from the San Bernardino County Transportation !
peptrl Stuart prior to any encroachment or construction within the County's
., easements or rights-of-way. '
3. Ifo= concrete is to be placed directly on subgrade of road or drainage
to !linea, a soil storilant registered by the E.P.A. for use under A.C.
and'P.C.C. shall be uniformly applied at the manufacturer's recommended rate
_, forltbe full pavement width prior to paving.
4 Compaction tests of embankment construction, trench backfill, compacting
original ground, all sub -grades shall be performed at no cost to San
Bernardino County. A written report with these compaction tests shall be
8 2ALlmrr i]' 5.5 0.5 submitted to the Contracts Administration Division of San Bernardino County'
Joh Transportation Department for approval, prior to placement of be" materials
and/or surfacing.
do 2� 3 9. At the completion of paving, a materials report shall be submitted to the
rL_ Contracts Engineer of the San Bernardino County Transportation Department
listing all tests or determinations complatod to verify:
_ I 4 '3i A. E-v44w,1ale" analysis and sand equivalent of aggregate bases.
Vhr: D.ZZfb0.3� ! 1 Z U B. Stability, oil content. and sive analysis, of asphalt surfacing.
p• All lateral cuts in County maintained roadways shall be tested to verify
/7v-- doneifleation to 900 relative compaction (B.C.) at varying depths to within
30.5' of grading plane. She top 0.5' shall be densified to 950.
Tvo/yl ,S'ec,461 x . All longitudinal cuts shall be tested in accordance with the specified
�iYCl!!p� limits and frequency as outlined in Section 6 of the San Bernardino County
J7Zi. /5f0/. /8 ><oa. /Tf3/. /8 Staaaards ane Specifications.
JC Immediately rollgQv-�ing removal of existing pavement "or 'dike or curb and/or
4W /O 5ea� gutter, the ODntr&= shall diligently purses this portion of work until
completion.
A, An encroachment permit must first be obtained from the County Transportation
Construction Notes Quantities Department prior to making application and issuance of a grading permit or
building Permit..
1�— Construct " A.C. over prepared subgrade 2,447 s.f. or a *moo
Department ies. approval qwa not tnDlnae motor or ..w.r .retr
uL A permit shall be obtained from the County Transportation Department prior
Construct 8" P.C.C. Curb & Gutter per S.B. Co. Std. No. 115 230 Lf. to any construction an this project.
eL All pipe lines or substructures of any kind, and telephone or power poles,
water motors, valves, hydrants, etc., shown or not shown on these plans
3t�--Construct P.C.C. Sidewalk per S.B. Co. Std. No. 109, Type C .within .the limits of this development or in adlaoent wMas.whero improvement
work is•to.'bi dons shall be removed or raloasE" at developer -s expense, and
modified, W=5 1,005 s.f. at: no cost. to the San Bernardino County Transportation Department. It .ball
be the owner's responsibility to notify all agonium concerned.
V Construct A.C. overlay (0.10' min.) 4,845 s.f. 0 If luring construction, groundwater is encountered, a system approved by
tltie San Bernardino County Transportation Department shall be installed to
Sawcut to a neat straight edge 285 If dwater said arms at the direction of the oils engineer.
14. i econty romdi which will require reoonstrnotion Shull remain open
;or tem" -tin at all limos with adequate datoars during actual construction.
o-- Construct 8" A.C. Dike per S. B. Co. Std. NO. 117 56.1.f. 15 AT THE COMPLETION OF HOUGH GRADING, A� MATERIALS REPORT AND THE
1-800-422-4133 PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE
(D -Construct P.C.C. Commercial Driveway per S.B.. Co, Std. No. 129 IGS s.f.D1QA0WW
ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION
DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS
SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT
Construct 2' min. A.C. feather over exist. pavement 570 s.f.�nnnnMn MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT
-SHOWING SHOWING THE LOCATION OF SAMPLING. A TABULATION OF SIEVE
ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF
L .7 Install markers per S.B. Co. Std. No. 304 3 ea. RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL
p PLAY IT SAFE. AT LEAST TWO R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS.
APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION
DIAL BEFORE WORKING DAYS REQUIREMENTS HAVE BEEN MET
(9Construct Curb Outlet Btr, cure Per S.B. Co. Std No. 2/0, YOU DIG! PRIOR TO EXCAVATING
5=l•DO 1 L=11.31 Q Of 66 to Curb) I ea.
11 Remoye Ex• A. C. berm 285 L.F. UNDERGROUND SERVICE ALERT
of Southern California
LINVILLE CIVIL ENGINEERS
LAND SURVEYORS INC.
Cucamonga Business Park
9587 Arrow. Route Suite H
RANCHO CUCAMONGA, CA 91730
(909) 989.3922
f;le A. OI 50398
L-- _w_ _L�r--- /0, ,x.98
"e1.5 N. LinVAle- R.GE. &-&VExo, P44-9-30 0/ D
FIELD BOOK REF. COUNTY OF SAN BERNARDINOw. 0. NO.
TRANSPORTATION /FLOOD CONTROL DEPARTEMENT STREET IMPROVEMENT PLANS
DESIGNED BY AMM Y CHECKED By APPROVED BY: P/G/t alk/ Prod//e ROAD NO.
KNL GAG ll4/DO
Almond Ave. FILE NO
SUINRECO E0 BY C.O.E. AMT DIRECTOR OF TRANSPORTA , OATE EcowMENo¢o7APPRowD aY 1499-110
# Z_o-/8/-/Z
SHEET / of ,
NRKI REVISIONS APPR I DATE L:%N0 OFAVELOPMENT ENGNJEERA 5 CTOR OF TAT011 DAW Lidex /s0• W143 -11d
5299-1
Pr�,:s