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LIU ' - � Srd� � . � � I SiiDt - � � � S>idL� t7pinrir� � K ...�
�t,�� i ! Aa�tn ,-' Basin p C f /O /i/I i:. FO/Q /�/4 V,�-/1�t E/YT
CF Tgp or curb -. I �' - o VE•R4. A r s+ YM.E N r
IFF L A
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--*- '.fir A (CoNsr morss
v �w - 3I ro g hl 6radt er sea Thr i -Ridge
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CASE A• D
A IMA. 101 W x A.C.A.C.. %. STM fIU4M
•SpecAaf llbie'.Wwv no curb racists, curbs stwl/ be _ if _ _ ,'�S� 'R,dgt tine N I�wL'iiT vex
OonstrurtW bet~ r ids of loco/ Dlelo V$Siarf CrAnl '� • a (Round Off) I
sechcn shall cMtiv-m b that orc�oontrolli;V opw►rcy V17'rx7
G Sss Special NoAt '-•-.Exis/. . . � ..I ( f•Cif A&. ' "K'.ii! !_ .- - - -- - -, ` B i r- G -i
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SECTION
I?!, : L- Side.-VMMV p i E L E VAT 10� S D' D Ex1=t Xs Q. ` V F ' �• �� VAu �
Cf. TooWcure- I i 6iasin r} i 1 _ �f_f_ - N O T Es ♦:c. �+111't n
- - ` - - � � - - - - - - � _ ♦ e. Laeal Arprtissym chef! be l ase A unless olhermse va itW on g-arw/ PAW. �E : � Q. � t �� a �% E �, Q• �� � p C �'r� i�%� � ,
flow ; Sl
.6r Curb facrs� • b. 0"'Iorrs o/ wtter crams Aown on g n"I pAerx >f rev sk1 avltons a►tt spec�'i art ;. - - ---- - -
`r, • • the anler,a��s ar Loeb/ Arpress,-on /1 con/Srm to t rushsdstreet surlbce.
v 5� 6r or nes Lim' ; ; � �( V Wro t c. Stokes stall be set to grade a" the volley and okvy the ridge /ins (ou iw•
�--
SI I R • » edge ofatuo/ depressed orso). Stoker at points M and N shall be set� ,
i -S/ro At firride ors /' _ j on o r1rWght grade between tops o/'erxl handers (i/'on o vertical curve j j .
• • ser note f'`). These stakes sholl not be removed until just belbre the •� SIX 1110 UK
Ser rots b D Silt IN* 6_ enol l'in shirtg.
- - - - - ' - 4A CASE e _ _ 0 -- { fort un -en otOr wise rper~ RK • f fan Mobs *NW*ibt s/erdvpd
SUIT two* stK MR
N - 4�nciies ..v,les•s oiherw,se shown oi� ; hF gener,yl pi�f'f. i e1 Tr KIM t seat. ,
- - - - sae spoovW A" - - - - - �t Points A end B shad At sot at X .nchar be/orf erisl any
✓/ter gado(; v% 12 M.
� sats K M wawuuR ,
t' 1 t' _ ,, /' Special detail: ver--iin t1wconstrucMw of Ibis Loral Depression an
! Side 1 , A''�' 9 P� i _. \ �.__ _/ -_ _.. TE 11 PIPE Q a 0-1001116
I `1 1 k rerticol curo,r stxvvn on pentro/ plan.
--' i (ACT t0 f1s rlfl. , u!' IMI
1 1 Openi»y 1 1 I C F � AMtMK j
pd'Cvr_b _ _ L -&►sin ry ---_- '--Yom_'_------ i
M i dK III
'-"j = - T7r " - w[stNtaCt• '+ Mvlsloas LOS ANGELLS .awNTY -
l7ow SlrGr. .: p; atCurO � � t - - ,rn t>ir - ' ', fbM, " L /1G FC D S 7 A 2-0)77 ,
-- -- ,- i ! !� �,� ;- w-_ r. r..• wave _weec..•.M.. FLOOO CONTROL- SIS I RICT
•`. /s
(th R • D.C. t 13• full.
��y\ 0- is 1 ��.. CAN:, 1 4,. LOCAL DEPhESSION NO -2 --- D.C. i !!' WA.
• , M Rage Lint '•. • w �i �� ;• R.:..:4 N.•.
• Slr hl61od�M'SfIr►OId t• �� ;. ♦ s -loss Wed Notes Bei/ FOR SIDE OPENING
c►n►yds'Arw CATCH BASINS
.�"k1140 AxutN, L. -D'' r'wr►1 ` ,.1MIV*•b, 11-I1 A*J-'•,x,;. r— STANDARD TRENCH DETAIL
• ,., Add _4
••Nu..w (ALSO REFERENCE CITY OF FONTANA SID. 131)
' A CASE G 1414 s.., .L I It ` �D•.Mn.. �A 4e_ •�
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s L ' GENERAL NOTES - STANDARD TRENCH
T(Ape)r frf e'er ry of rs
rrs,1;hash/ s a Nal' 3 - , - -"—'- T- 1 ALL EXCAVATION WITHIN THE CITY O'F FONTAMA 7 ALL EDGES OF EXISTING PAVEMENT BEING JOINED
I RIGHT-OF-WAY REQUIRE AN EX P
Q LAVATION ER�!!IT AND SURFACE BEING OVERLAID SHALL RECEIVE A
T • o, i FROM THE ENGINEERING DIVISION. TACK COAT OF ASPHALT EMULSION.
A ; A I CAaeb_. 2 UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 8 TRENCHES OF 300 FEET OR MORE TO BE PAVED
2 WORKING DAYS PRIOR TO START OF WORK 1-800• WITH ASELF-PROPELLED PAVING MACHINE.
M� 1 R Maw 227-2600. 9 ANY STREET PAVED OR RESURFACED IN THE
Rc i1iiie * - - - r ,� * _ q � 3 ALL EXCAVATIONS SHALL BE MADE, PROTECTED, PREVIOUS 36 MONTHS WHERE THE,TRENCH
1 .^ : AND SUPPORTED AS REQUIRED FOR SAFETY AND IN - EXTENDS FROM THE CURB MORE TAAN, 7 FEET OR IS
TseX K a►�A i1 /bpi - tie t
_ , • _ - comb it of bow ar ore& THE MANNER SET FORTH IN THE OPERATIONS IN A TRAVELED LANE, WILL REQUIRE AN OVERLAY 25
se. I* ors*- Are sash. RULES, ORDERS AND REGULATIONS PRESCRIBED BY
' FEET IN BOTH DIRECTIONS FROM CENTERLINE Of '
_ ,
------ 3- _ eECTI� s'� !1INTEA• Of ea• THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. TRENCH. PER NUMBER 8 ABOVE.
14 IF TRENCH FAILURE SHOULD OCCUR, THE ' ,
T �" •"-'-'•---_ � -__- _1 4 COMPACTION OF BACKFILL SHALL BE VERIFIED BY -
Lr(AW N I. rho hw4wmel OVO of dtvsr*sace or co w rpmee, 0, "1 eat Smoot P elf'- CONTRACTOR AND APPROVED BY THE DEPARTMENT
Tek * a► T �- t Rakforckv steel bar :ries, toecap osltern and cover over lee stool SNW/ be PERMITTEE/DEVELOPER WILL BE NOTIFIED OF S()CM
"MO on mome as Mllows: OF PUBLIC WORKS PRIOR TO THE PLACING OF THE DEFICIENCIES AND ALLOWED TO REMOVE, REPLACE,
ear is ppe Ave bar to ore'o- 0"t of bee seChm. PERMANENT PAVEMENT. REMEDY THIS WORK, UPON FAILURE OF THE
t Are* to ^"- Ihe, of oral secifty.
P Arek to w►ch - that of erell "61'" "ro" Mt Wow Now S PERMANENT PAVEMENT SHALL BE REPLACED CONTRACTOR: TO PROMPTLY COMPLY AND UNDER
TAo leer 1#06 148 sA@N wry wwldlsnw/e /ArN►*Aeel PAs lrsrailiM.
J. Me csacreto fbick"80-1hs/t be oe favwst WITHIN 5 DAYS OF EXCAVATION, A MINIMUM 2 -INCH ORDER OF THE CITY ENGINEER, TRENCH FAILURES
ser is 000 sed arch to otos-/Asa of are* r bet sosrise moms: Ibe THICKNESS OF TEMPORARY ASPHALT PAVING SHALL SHALL BE REMEDIED, REMOVED, REPLACED AT
r r ro 40*r rw arra we# Ikk�taoss o/ the pies ptvs d inches is pr in in Which case BE PLACED WITHIN THE TRENCH AREA UNTIL
f t N) + No's the caulcrs/s tAicRasss sA@Il racy w►;farnrly Irew /hot of IAP ore& sr PERMITTEE/DEVELOPER SOLE EXPENSE.
r" (Ara) _. - —� bar section is that of the pips we// pias t Arches. PERMANENT RE -PAIR IS COMPLETED. THE 11 BEDDING MATERIAL SHALL _BE SAND, GRAVEL,
t'• ^"'T`'- —'—' itlPs Is @rck and ere& to ore* -I", sf Ike ssjaaAy 1st N ars&
TEMPORARY PAVING SHALL BE PLACED AND CRUSHED AGGREGATE, OR NATIVE FREE -DRAINING `
�- ssctisa W seek sod of Ike fressiNes end sb@N Vary swihra #
b0W*o* Ise too sods. COMPACTED IN SUCH A MANNER AS TO PROVIDE A - GRANULAR MATERIAL HAVING SAND EQUIVALENT OF
-•� P is" MMI s) d• rbc Warier swf@se s*em be awse+M and racy Awfor ly betwo /be two SAFE AND SMOOTH SURFACE. PERMITTEE SHALL
I edpw" sections. MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE NOT LESS THAN 30, AND SHALL HAVE 1
1
S. At pips j�oactere, snlleAw"I P sAo/N s beAas for pare sises of Of "c"s PERCENTAGE COMPOSITION BY WEIGHT WHICH
1 or /ass, sa# • /WeAss for p�;ra Arta# ever Of motet. AND SMOOTH CONDITION UNTIL PERMANENT PAVW6 CONFORMS TO- THE FOLLOWING GRADING
I •. /;•5000 P.O. i. a/ sI Nys. IS IN PLACE.
I Keyed coastractles jeiMs oI the :ewe 06moneions as Ikoss of the bee a PRIOR TO PLACEMENT OF PERMANENT PAVING
I E/
Or art*' section mer bs carried tar" Ike trsasisiss strestws of Mt � SIEVE SIZES PERCENTAGE PASSING SIEVES
sestreeter); option. $00 see. I -s @bore. EXISTING PAVEMENT SHALL BE CUT TO A NEAT 2-1/2 90-100
1• Ale Ircnsitioa aractor• show be cssetrr'ciel air occere'"Ce wit Me gam ' STRAIGHT LINE. PAVEMENT CRACKED ADJACENT -TO
_ sNalctwe/ notes epolriny Is ler or arch strvctrres :hewn err 'As project No. 35-1 UO
-r-- ....- t Wovias. wpER�EOEs sTo. ours. Mo. z -alts THE TRENCH SHALL BE REMOVED.
L
so MrN�! �� ♦"-- - 1KVISIONs LOS ANGELES COUNTY
e 1114.. ....«....« FLOOD CONTROL DISTRICT
3 T STS
t�r� �- NIX I '
PLAN • SECT1011a
* Arc* aley Mw s horseshoe -•shored,
1«111. •. ,
eAre@lar ~sal or Sitiitar troll - 9~
sssliee.
Neese •• •� .cwu OATS
NONE MAR.'S1 s.wsT 1 or 1
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® RECORD DRAWING
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PLANS PREPARED UNDER TIS€ DIRECTION CSF: REVISIONS Engineer City BENCHMARK: CITY OF F CALIFORNIA
No: Description: Approval Date: Approval Dote:
ASL Consulting Engineers Drawn by: - NTANA A T MA Scale-
� , A PK NAIL IN LEAD 6.46 WEST OF NORTHERLY H P FO U O LL AS SHOWN
No• CURB RETURN NORTHWEST CORNER OF INTERSECTION SAN BEST HOSPITALITY LANE, sTE. los
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, SAN BERNARDINO, CA 92408 Designed by: STORM, DRAIN PLANS Dat.:
CITY OF FONTANA DATUM. ELEVATION = 1136.67 (cos) 38t-3666. FAX (cos) Sat-4t7rs
R P. � N R.C.E. 1 LDATEQ.R.M. DETAIL, SHEET
RONALD S ELDO #32 80
MY REGISTRATION EXPIRES 12-31-2000 Checked by:Dwg. No.
oit•O d wffvG - o Agla
R.S. App .a:+001/4"2$09
[S83 N:\2050\006\CAD\SDOT03.D" PLOT SCALE 1"=1"