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PROFILE: 1'b 20' NORIZ. 0400 0450 1400 1450 240D 2450
I"s V VERT.
N00° 38' Ob' IN
GENERAL NOTES
S. STREET KKMtRE.RS PER SAN R3ERNARDINO COUNT 11 STANDARD
SMo. 303 AND 303 A. SHALL IbE t1EACHSTRULTED AT EACH
WTERhECT10N.
al. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUES- GRADE
aACCEPTAELEVATION, SHALL 13E SET 641 THE CONT RNLI OR OR ELISINEER ..
DRAINAGEECE of q THE STAKE6 9LIALL BE `SET AT ALL 1.1.1K1GE EDGE OF DAVE -
EASEIJIENT p• 6-4 j
N MENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB- GRADE
,Is p V=3:lv7' / ELEVATIDN MID 0.T NOT MORE THAN 50 EOOT INT ERVAL6.
CIP(p O lo" c.F A / / ADD IT 1 ONAL STA .Ek M0.N F'E NEEDED AT WARPED OR.
so' � VERTICAL CURVE AREAS . SUS- faRADE S1A.1LES SUALL SE IN
4• 6'C:)
I - V STA. 1+85.33 v' PLACE PRIOR TD PAVINta TO PERMIT SPOT CHECKING OF
_.. C) TEMP. RIGHT OF ENTRY _ Q �I 20' WIDE S.13. C.D.E Js R / &LIB- &RAPE I3V INSPECTION PERSONNEL .
,� I l0� / 10. ALL SEWER , GAS AND WATER MAINS AND LAZERALS 'S\&ALL
p, a Q �f✓ p�TliT STA. Z+03.33 S.D.- [3E CAN�,TR.UCTED TO EALLI INDIVIDUAL LDT , PVL%UR TO PAVINCa.
I/ 0 3z�,lv� 1'ifl�
AO,/ A� / STA. 13+010.2,3 ROhE ST.
-C -- 11. COMPACTION TESTS OF EMBANKMENT CONhTRUCTION TRENL4l
J.CV (%) - a - �°` N 00°. ll 42" E j' /8, �' / BALlCF1LL , COMPACT 1N C2 ORIGINAL fiROUND , AND ALL ' U13 -
0 \p CDN G. 6pbAh U 1'Ah �iP�'
��� ( ± (hIS6 nETaILa) .I.G• 3'� 43 Cf- 1oc\STA. 2422.33 GRADES SHALL BE PERFDRM6D AT NO LOST TO SAN R36RNARDINO
2,5 COM'i. 185.33 L.F. l--- F/ -2 , \\;' COUNT\[ . A WRITT EN REPORT W1T%& THESE COMPACT lON TEiiTS
EARTH CHANNEL GRADED AT S=O.O040 OF 42" X 29"C.M.P.A. CONST +310 L. . ' 41,1 ALL BE. SUBMITTED TO TI&E CONTRALT9 ADMINISTRATION
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�, 14 GA. 'STORM DRAIN OF2A" R.C.P. 2000 D / ` I DIV I4ION OF THE COUNTY TRAN'P0RTATTON DEPARTMENT FOR
_ APPROVAL , PRIOR TO PLALEMENT OF SASE MATERIALS AND/DR
(v' - 5" W �O hURFACIN G.
8' 5'-L3 9'' TOP OF GRAVITY ti
iU IHEADWALL `p w /� 280 12. AT TLIE COMPLETION OF ROUGH GRADING , A MATERIALS RCEPOR_T
_..,„...
. —7—N O �'2 , AND THE PROPOSED STRUCTURAL SECTION SHALL R3E SUBMITTED
' � Apc,(-J-,::::: {--1- v a �. V'j'2 6 'F gV TLIE EN[aINEER TO Tt�E LAND DEVELOPMENT SECTION OF
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, " EraR SAN SERNA.R01M0 COUNT4 TRAN6POR.TATION DEPARTMENT
��D FOR REVIEW AND EVALUATION. APPROVAL WILL SE G1VEN
V,3.53 J Wl1EN ALL ST RULTURAL RELa1UIREMEAIT'S L1A\IE BEEN MET.
"� PLAN o ' c.F
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SCALE: I"_20'
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i o 1 : I � , `o a° o . ° 12 JOHN GAN and ASSOCIATES a f " Y ':"h : . 6. .;;u
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>,' �i� • .Q ` o ,. bCONST. GRAVITY HEADWALL San Bernardino, California 92405 j:::±T- _
�u ! F P'-�• — STORM DRAW PLAN 12 . 1L. . • r \ ,a., , / )-1 PER S.B. CO. STD. DRW.#Zlll „E.. "4 . .r:. nsrryn/, . -fi - R All D. K. B.B ,}( -- P.M. 5 Ba
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TOP OF I �.. .
GRAVITY HEADWALL - " ' " ` ' a 9 -
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LbL1G. SP1�4.5L1 PAP _ /�'LLGC(
I a z7-T1' I N��� 14,0:- 141
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- 3i4 _ a _ RASE STREET
BRUCE W. BLANCHARD R.C.E. 27708 DATE
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5336-2
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