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GENERX�, NOTES CONT D - 1 �.1.:T. 4R,
- - , i�,: PLAN Iifi b- • - 1
41
ii Il�t•{ 11 1 I, ' ' �tV�• o.?o �..'r►. PzVIR�
� 9. THE STRUCTURAL SECTIONS SHOWN ARE MIN UM. AT THE COMPLETION OF ROUGH GRADING, SOILS TESTS, I -- . 331 i Scale I"=40' � ___-GaA,%pAGT6D N,wr. SUg-G,tz•a.DE - **
96 INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED � it
/ � SOILS ENGINEER. THE RE:PbRT 9HAtL CbNTAW A PROPOSED STRUCTURAL SECTION AND SHALL BE SUB- K '1 t c,.• ., _ - i
Z!' MITTED TO THE CITY ENGINEER FOR HIS REVIEW AND 'EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL I i 1 . r" SECTION A _�c.dLE 1• �� .
I I STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET •, _% . I - - .
+� 1 g., _ i 1 RE_ N . A.
,
TEMPORARY DRAIN CHANNEL AT WEST LINE
? 10. SUB-GRADE STAKES, DRIVEN TO THE t phV ,1E`NT SUB-GRADE ELEVAT IX , VML I``SET '� Tf COITI RACTOR `'. . - ., ,A•t _ I P,- -,- . _.... , ant_b,,,ili n,#� j . _ •- + � � , - � .
OR ENGINEER. THE STAKES SHALL tl3E SET AT ALL HINGE POINTS, EDGE OF PAVEMENT PO)ZNTS :WlfifilNote -
•`i 54 2F THE ASPA'�LT COb14CR 7ARrrP,C1.c.
TO BE PLACED.OtT S-M- DE' 7 t.SO TLS STER ILAW i'tEG ISTh; - BY TME
I 0.01' OF SUB-GRADE ELEVATION AIbi*r NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE E'.P'.A'. FOR USE' UN'DER�A'. SHALL BE UNIFORML APPLIED AT THE MANUFACTURER' ` This drain to be constructed when ,� »`...- ,i . r'.Aft ..low , , ` J
REQUIRED AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL, BE IN PLACE PRIOR TO ' � RECOM,MNDED RATE FOR-THE FULL PAVEMENT WIDTH PRIOR TO PAVING. i - - _ Feron Boulevard is extended to
PAVING TO PERMIT SPOT CHECKING Qi' SUB-GRADE BY INSPECTION PERSONNEL, - 1• , - f� to I' _ s - r,i - ,I I J J
1 « TT e. y_ _ " _ 16, CITY` ApPRbVAL D0 Nb'T INCL 7DE ESTII�i13TE OF �2tfiArT1'ITIES�`�• k•• ' _ 1 i / i + West property Ilne. * ;'t`�'-' + - .
.,r ri DE6GR1RT1ON_0E_ REVISION, nA D Pp IWPRfVED
tt���� �` a R
11. ALL SERER, WATER, ELECTRIC, GAS pHL3NE l' t OS'f LS* MA2NS 8R CROSIC SCALL 1,- - - r • .�` ,t r,' J' a +
o _ _ �Y- -LOF :R NCHO LCUCA��nQ6A j .
14
BE CONSTRUCTED PRIOR TO PAVING' ''t _ - = 17. STREET MASS PES CITY` OF RANCHO, CUC� ' A� 4tl�1 0 , i,
. i r�� - - - _ } ED f -. - , TTANDARD'2Q_BERS 401 9HALr- IM a0M-TRt -. &A _.
�1 12. COMPACTION TESTS OF EMBANRNNIENT CONSTRUCTION TRENCH BACKF'
ILL CODIPA TING dF OR IGINA - j AT �I�I'ERSECT�`ON,ri _ _-„� _ � _! _ „ _ ' .� . -
• •; " OU fi - � ► i,,1� _.I - "#ice -- - s _ j ' p
`4/ ' T e, C Y'1'Y APPROVAL - "` - �..._ . - - -` .4 . I t e , PLAN AND ,f D'F I L E I
' AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CIT` OF RAr.CI O CUCAMbNGA. A WF�ITTEt I pJ,A ,- s N �p Op RESPONS�BIZIT$ FOR TA8 CORRECTION � "`�-'-' • _, - 't � ( ;' 1 0o•
REPOT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTI014. UPON REQUEST THE REQUIRED - ' `` AIN AGE 0A61bTI E S
T Q PLAN RE-TO THE PLi�CEATNT OF BASE ASATERIALS AND/OR SURFACING. _ VISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - - I I , It). . ., . ,I
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13, AT THE COMPLETION OF PAV I1�TG, At MATERIALS REPORT SHALL HE SUBI�2 f'I"I'ED 'PO THE CITY ENGINE ER. 19* WORK SITE AND EX'TER IOR STREETS SHALL BE LLQ A NEA'lt, CLEAN;. F�ZARD FREE, AND �RDER1;'4' STATE - ,,
J.
+ THROUGHOUT CONSTRUCTION. SITE SHALL BE CLE. LIED UPON REQUEST OF THE INSPECTOR. ''�.�►'� `• ' �- * �.� - �" • �' �►
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: .
Xay; :R-VALUE, SIEVE ANALYS31S AND SAND EQUIVALENT OF AGGREGATE BASE. - • - I...: , os APRROVED BY DATE 8 L
I 1TY ENGtNEE ;6� � ' F .0 E- o.. 23889
(b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. . .. .
DESIGN RECOMMENDED
I J., RICHARD NEWTON INC;,. �
14. WIMN ASPHALT CONCRETE IS TO IM PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 624 West I St.,- Ontario, CA. 91762
- , THE SUB--GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE DRAWN SHEET
Ph. (714) 986-8707
AND ALL VOIDS OR DEPRESSIONS SB,LL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER - 1 f
THAN THE NATIVE MATER IAL. - __ .. . - ,_•,� �? R.r E. ^ A 4 OF- 6 .
F 1 6 CHECKED Robert A. Bebensee .C.E. 22877 'DRAWIt" NO. F`
- DATE 2-Z -dZ" FILE NO. b97 "'
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k (� swale at m-min-I�Yo
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-max 2-1 Max 2-4
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s 1107 (native material)
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swmundin b ins— ,¢' I fxis/ing bu//ding •
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t t 3.86 A GSZL FEET -� .e,I L. 'G� I O I i L., ! —f____IDELETED SUMP P 9-2- Rs.
> �T, — — — — UMP IN BASIN-6 14T, � Z;ON-6`t'. 2-43',x '37%4.M.PA• . I c • I
t DESCRIPTION OF REVISION AT P
1D �� t DATE APPROVED'
20 Offer of Dedication �_ w � �
20'easement per X \�- ®
• �� — 1r•►�Ci!✓-•r'•. i•�i•Ci. .-.f..AL7 1 82-0244 1 I w r_�l 1� -
(,oZ ��� ,� .g . (Drain .�_ CIT 01` .. RANCHO CUCAMONGA
Toe tO95.0 �-- 20 easem I r 82-v24T32 I o
S II de1rnl A ; •� �I.iAIV . AND PROFILE ,
D - — -- — - -- - - = Fled ole for u �� i
( CL Ferice •3 DRAINAGE FACILITIES
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Ferrel363-43 �4� -N 8��43� 32"W \ ^'�"� rZF_Pi_AC Lam' c^R 1z�F,A_l� / . I ' _�, a PRIVATELY LY BASIN.
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N. t,XN INy� suRFAc.i�.1 1 ��_ r . _ -�. ��pS E OWNED AND MAINTAINED BASI
CMP I d& tined 1" K1tub. y 3 I - -- -- " -
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_ P. M. 4511
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T �+ APPRbVED elf DATE 0Z
10 f•1 . / . 8 J . F - # FL.. X099.i3 l RA /L ROAD a � - Y
04 teacPsr' z;>t` r� > — ( p; I CTT ENGINEE It QE o. 23889
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1 to1 II .SIGN RECOMMENDED
1U '� J. RTC H A R D I'IQ'�.. -
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Water service. Water service �. i 624 Vol �I'St, Ontario, CA• 91762 _
f•- Location not known. Exact location not ' r DRAWN Ph, (714) 986-8707 SHEET
_ PLAN k ,n. � 6
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Scale I" =40' ` N 3 y CHECKED Robert A. Bebensee 1t,CE• DRAWMS. NO—,-.7, _ ATE 2-03-62 FILE W. 397
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2 - 43"x Z.7" G.M.FA . t
10 a . --� � � / — � �i — � s r � , � SENGI-1 MAKfL �' 13
10'To east tine lot 6 `!; CAM `U IN NORTH ENt> OF CUr-13
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a flit - / �ad bed 1 , • . TW 1103.30 RETURN , N. E. G0RNER OF FF-9ON
t I,1, - %LVD. AMM AIZCM1BALD
I 1101.63(west) 8
AS 5At-�owtlt�l�'Y P Ny _ - - -- �y�,y 1 - - - 8"weir i
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IO > Existing 18"X 2 4" 1 ,
Etev M64.80 N K ! N o e ± Wood culvert under RR. EL 1099:13
s Tap m ° - .�S -275 /o - - — _ EL 110t.30
3"ABS Schedule 40
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• . x H_ -MA.NI.4l:- VWA.A E I 4 bons of /2" C-C each rrwy (Types»/ F
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lev II00.84'- / (TYD)-
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• both waysSection 0 `04 BARS ro' O.G. /o° �$"x ?5�0• CTypical) Q '
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DETAIL IAI CLEAN- OUT 8 ✓UNCTION STRUCTURE - ►_' o
4"C M P 16
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asphalt lined.
-� 1/2 Reba 3"lona
Goll cA.-+-%�-1 o�A.51N PER. _ 1/2 at 6"spaces. 'DETAIL IBI SP/LLWAY
p b o It'8� long ( - -- -
513 aro C.A&.F. A . �o IS td 56 - with nuts. Weld 1/4"Cleor tYP. 4-'
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5"X 2-1/2"X 1/4" (approximate) J
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AN _ 2-required 30 tong
p _o�J R ugh own wo d 1 required 18" long
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Drill 5/8 hole for 1/2 bolt
(R mo ble vreir) � � N N
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2 below top of channel . ro 6 to t0 w R MEsN
1N BOTTOM
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cow_ C>EPRESS1o11 < � ` +
Encasement extended \�� / s o 0
PER STD 518 CASE C Z 4feet from I of
"4 $e�RS led).C, sALI••1 WAY er a de '1
WALTral IRI Tor A1.►tj sloe P to / \, \� \I /�, ♦ \ — 4 —
a• 8- _ N ; / C \ �b g`B" 10' N.T.S.
2 to tZ.c.. ala 0
EO'Eosement for drainageJi 12�
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\ / \ 9388/ 1693 OR Elev, w"4 gkol 1-btztZ• r
1103.67 "4 sTIRtzUPS
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• ''' 1-IORIZONTA.L_ $A.RS IN _. ' - \ -F 1�9� Gd — — - — _00 Ijl r -
\ Elev 1103.00
�tvE W,.LL. To m->, D ` �!
e E' Al . INTO WA LL- of i b� Detail Y Ell 1099.85 \�0 00y , 1
LATGN SA•SiN . � Indicates as bull etet+011011S ,
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' - Encasement to extend 4' from lip "x 2-I/2"C
Section Z Typical Encasement Detail of gutter. -
i. �h / Wood weir(removable)
/ 2 - 119" lz.G. . ZODO D r _ _ - \ \ A 6'A g„
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6 b - � Detall� F
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0 k Y 9985 FL 10 3s C M. PA.
AS BUILT !�
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Encased 4 from 9
� to Detail Y rn � • . .
lip of gutter.
(See detail obatreY
I8� long � T- 7-1/2' :owlow - ' 6'x h 10-10 wire
QecD Z Gon1'S1'. 8 THICK C.LAss 7-I/2 me
- ( 0 \ 0 GONG. DEF'ftESS10N - 1 / __ -
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CASE C
I 4 BAR - ?�1• t�N EXTENn>rp
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-. Detail Y y FIL - -
� DESCRIPTION OF REVISION
DATE APPROVED
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�- n^PNut=A.GTuIZEv cR TW 103.0-4 - CITY OF RANCHO CUCA MONGA
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°�o�° � O3.9e I PLAN AND PROFILE
F � C,ONs`t', GATr_N faA►stwl PEiZ � � � 4 .00 i
Z _ /.09933 DRAINAGEFACILITIES
STO 502. -
� 24 CMP 16 go. (asphalt tined) , 7foff-
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(To carr nuisance flow) �Q
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�'o•t, - LElev 1099.55
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0
P M. 511
4
- / .00 APPROVED BYDATE . Z
1.•1 7W / t�t3 P
-- __ ro G Alrl UNK I=ENG
EAST Tz/W LINE
CITY ENGINES R.C.E. o. 2f889
DESIGN RECOMMENDED
-- -- J. RICHARD NEWTON INC.
N0FT4 jz R/W L_ItJE ,
CATCH BASIN 8k LOCAL [DEPRESSION DETAIL 624 west i St, Ontario,986-8707 7s2
' DRAWN ph. (714) 986-8707 SHEET
S GA L E I"'• Z' / 1 6 OF 6
T R
DETAIL C OUTLET ST UCTURE CHECKED RC.E. 22877 DRAWING N0.
SLAL.E, I' Z
aR�ob�ert & Bebensee
Y . ATE 2-23-Az- FILE NO. 397
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