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G E N E A L_ N T q
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SHEET DESCRIPTION
'A
TITLE SHEET, LOCATION AND VICINITY M -PS
ALL WORK SHALL BE IN ACCORDA C W7 T-14". PL THEC Y OF FONTANA STANDARD PLM, --S, THE CONTRACT PROVISIONS AND TW $,"T
R 1-C 8"'. ALL REFERENCE SPE TIONS AND STANDARDS SHALL BE THE LATEST EDITION
SPECIFICATIONS FOR PUBLIC INO iK580 1,01NUIST-A
UNLESS OTHE� SE NOTED. 2 LIVE OAK AVENUE PLAN AND PROF
DOCUAWNTS THAT CANNOT BE-RESOL Y REF TO PRECEDE
2. WN 71 COWICT IS F TO E T AN, THE CONTRACT VED B 1-0 5 6 L I V 0 A K - A V N U
PROVISION$ IN 11qf "OREEN BOOK THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CON.FftICT TO THE CITY ENGINEER FOR RESOLUTION.
C
QUANTITY 4
T
3. ALL MATERIALS AND METHODS ARE SUBj"-CT TO THE APPROVAL OF TW CITY ENGINEER.
I M P R 0 V V L
4. CON TAWTIONAERMITS SHALLRE 00TAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARtMENT, ENGINEERING DAO&W PRIOR TO
6 M$MTM COORDINATION SMALL BE REQUESTED AT LEAST TWO WORKXG AYS IOR TO THE START OF ANY WORK IN CONSTRUCTION NOTES ESTWATES
3H,- S,` An T. A MY
T �E T_ R� D PR
PURLICRIG OF4KYWITHIN'T CITY LIMITS. CALL (909) 350-7610.
430 LF 430 SF
SAWCUTAND REMOVE EXIST. PA VEMENT
5. THE CON $HALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METY�00$ AM PROCEDLMS 06SCRIM IN ThE SMTE OF CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
VALLEY
GRIND,,EXIST. PAVEMENT AND OVERLAY 2,140 SF 16 TONS
6. IT SMALL BE 77E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEA TORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. -MENT
0. 1 Of (MIN. /I A C PA VE
210
RANCHO TONS
.F (MIN.) AC PAVING OVER 12" (MIN.) 7,200 SF -248
7. 774F CON SHALL OSTAWA P TO- PERFORM EXCAVATION OR TRENCH WORK FOR TRENC 5 FE T OF GREATER IN DEPTH FROM TW CONSTRUCT 5
CUCAMONGA to
CALIFORNIA, STATE DIVISION OF INDU SAFETY. .31 OF 95% COMPACTED NATIVE SUBGRADE
Ic oRiA, A*AL -11�_'JT
CONSTRUCT 8 IN. CURB AND GUTTER PER CITY 324 LF f
g
THE W4LLS AND FACES OFALL 4XQ4VATiONS -GREATER TWN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR I j
[w, B.;SELiG1E 0 RNY. OF FONTANA STANDARD PLAN NO. 1000.
10 SAN ��FRNARDH
THAN FIVE L ALSO GUARDED W ENTIAL OR GROUND MOVEMENT. F A, CONSTRUCT 5'WIDE CONCRETE SIDEWALK 1,825 SF
TRENCHES LESS
OTHE APPROVED WANS PURS t TV THE, REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA,
(5) FEET S BE 'HEN THE POT EXISTS F _j
U.P.13A.
PER CITY OF FONTANA STANDARD PLAN NO. 1006.
9.- NO MATERIAL OR EQUIPMENT SMALL BE STORED IN 77PIE PUBLIC ...-WAY JTHOUTOBTAININGA SEPARATE PERMIT FOR THAT PURPOSE.
SLOVER
0 HILLI
10. fl 210 SF
THE LOCATIONS OF UTILITIES SHOW MAW BEEN DETERMINED FROM AILABLE INFORMATION. HOWEVER, IT SMALL BE THE RESPONSIMLITY'OF THE CONSTRUCT COMMERCIAL DRIVEWAY APPROACH
Fo Mona Wat ity of 60
CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION w -EVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION on cnf;11�_mm PER CITY OF.FONTANA STANDARD PLAN NO. 1002,
cqmpcgn)
GE THERETO. THE CONTRACTOR SHALL CONTACT RGROUN D SERVICE ALERT AT 1-800-227-2600 TWO WORKING.DAYS BEFORE Zf
TO AVOID DAMA
UNh
CONSTRUCT CONCRETE DISCHARGE STRUCTURE PER I E A.
7
EXCAVATION. LLIM-L
(0 T. r
t4i A I c IL Tmm_ PBOP. CITY STD 3000 AS MODIFIED PER DETAIL ON THIS SHEET
PLANT F21
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE,'ELECTRIC,
0 -7 1 EA.
CABLE TELEVISION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL CONSTRUCT STREET LIGHT PER CITY STD. 404 & STREET LIGHT PLAN
SFEEDDAY
BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEOF'ACIL /TIES. _j PROJECT
< "'4 LU
J LF
'JO LU CONSTRUCT AC BERM PER CITY STD. PLAN NO 1007
00
A * - I . /
LOCATION
S.B.Co.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUTAPPROPRIATE AGENCYAUTHORIZATION. CONTRACTOR
EXIST. UTILITY POLE TO BE REMOVED AND UNDERGROUND
2 EA
SHALL COORDINAIE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
tu
(BY OTHERS)
SANTA ANA
PROJECT
13. CURVE n
DATA FOP, CURB REFERSTO THE FACE OF CURB. -LOCATION 11 4" WHITE EDGELINE STRIPE WITH TYPE "F" DELINEATORS 109 LF
rr
U
ID rr < 0
......... 0
EA
7- U-1 0 1 EXIST. WATER METER BOX, TO BE REMOVED (NOT IN 2
0
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
SERVICE)
LIJ
r) LU
ADEQUATE CONSTRUCTION CONTROL STAKES SMALL BE SE T BY 774E ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN C11 I
61 -1 z - >
GRADES. THE CONTRACTOR SHALL BE RESPONS!BLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING Uj 7- SLOPE TO FL
15411.1jr. AN* rr 19.50 FL
t-:
FAC RB
11 41 f -V CLEAR
0
E OF CU 11, --LIP OF GUTTER
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
16. 211 CLEAR
CONSTRUCTION. c�
ITY
ENGINEER. om. P.)
6"
_#4 @ 12" O.C.
BACK OF CURB
17.
REMOVAL AND REPLACEM ENT OF EXISTING SURVEY CONTROL- INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, S HALL BE DOME BY
C� 6"
GINEER OR LICENSED LAND SURVEYOR. S URVEY MONUMENTS THAT WILL BE DES TROYEDAS A RESULT OF THIS CONSTRUCTION
L O.0 A T 1 0 N A A P
A REGISTERED CIVIL EN V I C I N I T Y M A P #4 AS SHOWN
SHALL BE REPLACED. THE CONTRACTOR SMALL NOTIFY THE ENGIN EER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE 4q-0"
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. N. T. S. $IDEWALK ..Az
N. T. S.
12 FOOT LANE SHALL BE MAINTAINED AT 0 N X N
18. THE.CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RE TS AND BUSINESSES AT ALL TIMES. A MINIMUM SEC I P\
ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. RIW NTS
EAST
LIVE OAK
19. THE CONTRACTOR SMALL PROVIDE AND MAtNTA[NAN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. W IE S T
(EXIST-. c\1
AVENUE
PROP. FENCE& PILASTERS
ULTIMATE
R/W)
20. ALL GRAD OPERATIONS SHALL BE DISCONTINUED W HEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. R/W r F" B
z 6.31
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS'"TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROP EIRTY 151- 40' (4 0') LANDSCAPE AREA 1.42- 1 1.42'--o-
3*46'
A TO THE RIGHT-OF-WAY DMING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.. --:-z --- 8 12
PLANT F21 2 8' 20.40 FS PROP. FS
(EXIST.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF. THE CITY INSPECTOR. CL PROP. THIGH 0') //AA\\V/7\'.
R/W) MOW C'URB
FENCE & PILASTER, '0.5 5 19. 9 FL O.C.
16"
23. AGEOTECH00M ENGINEER SHALL GER77FYALL BACKFILL COMPACTION. FAILURE TO-081�41N PIE R, DENSITY SHALL REQUhRE RE. -WORKING OF #4 @ 12'
6
(EP)
THAT PORT16N OF TTW WORK UNTIL 71X SPECIFIED DENSITY IS OBTAINED. (EP)
6
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND S- ES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, (13' #4 AS SHOWN
TH E CI T Y EN G INE-CE:"R MA Y REQ U IRE 7EMP 0 RA R Y N 0 N -ER 0 D IB L E S WA L ES EN TERING OR L EA VING IMPR 0 VEMENTS.
PROP.
BOOSTER CROWN MODIFIED CITY STD. 3000
Nt z
S ION EXIST. AC PAVEIVIENT
L
25. THE FINAL LOCATION AND WIDTH- OF DRIVEWAY APPROACH APRON SK L BE APPROVEDAT THE TIME OF CONSTRUCTION AND SHALL CONFOR TOTHE DISCHARGE STRUCTURE DETAI' SECTION Z -Z
'G
CITY OF FO STANDARD DET -BUILDIN,,
AILS.
(2%) NTS
(2%) NTS
2% %-2%
0.86o
26. ALI- EXPOSED CONCRETE SURC 'OL --IN W TO MATCH EXISTING CONCRETE. I'
GRADE, C - ORAND F IS ------ jlft__
SkMLL CONFORM IN
R/W
27, NC C04WC!R--fT7T SMALL BE PLA CE'D UN" TTIL THE FORMS AND REINFORCING STEEL f 1AVE SUN PLACEA I TED AND APPROVED. PLANT F21 LIVE OAK AVENUE
JOIN EXIST[N G
SEE JOIN DETA&
PROP. V WIDE SIDEWALK
28. ALL UNDS, UTILITIES SMALL BE INSTALLED TESTEDAND APPROVED PRIOR TO PAVING OF SINSM.
PROP. 5.511 AC OVER 12" (MIN.)
20. APPROVED SOIL STERMANT 18 R UNDER ALL POW ASPHALT PAVEMENT PRIOR TO PLACE PROP. 8" CURB FENCE & PILASTERS
& GUTTER OF 95% COMPACTED PARKWAY TYPE
NATIVE SUBGRADE ALHAMBRA FOUNDRY #A-1 530 OR EQUAL
(BITUMINOUS PAINTED)
PAV%WT STRUCTURAL SECT1161"�s1*0 "W -ARE- ANNMOUMAW -SUBJECT TO REVISION AND APPROtW OF THE CITY ENGINEER AS DETERMINED BY SOILS
U-SRAPED TRANSITION
TE TAKEN AFTER COMPLE-l"t 001-' Nl G'_ JZ40111VG. CONCRETE CHANN #4 @ 12" O.C.
E L
#4 @ 6" O.C. 19.50 FL
19.90 FL
TE FOR STRUCTURAL STREET SECTIONS SHALL BE RECOA&AE BYA -SECTION
31. ACTUAL THICKNESS OFA.C. PAVEMENT AND,1,OR, BASE COURSE�MA LIVE OAK AVE. TYPICAL
GE07-ECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF R003 -W GRADING. 1.0 % MIN.
TI.= 7-9
_T
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE MY THE PAVING CONTRACTOR UPON COMPLETION
4 71
2 t'
OF- 344 94 @ 12" O.C.
PAVING.
5'-2" LE H GALVANIZED STEEL PLATE
'R RA'FOUN-i-DRY 3904 OR EQUAL
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SMALL RESTORE ALL-SIONING, STRIPING BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO CI-JR3 SA - ALHAMB
THE SA TiSFACTIONI OF THE CITY TR ENGINEER.
Y
.34. GMTRACTOR SMALL RELOCATE ANWR REPLACE LAWSQAPING� SPRINKLERS AND SWFWM,�" AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION SECTION Y
OF THE CITY EN61
NTS
STANDARD CURB & GUTTER
W A$i�WKT DRAWINGS SMALL 9 El PROVOW BY THE CONTRACTOR TO 7TIE RNINNSER OF RECORD, MW SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENG#ffER.
C
SAAAICUT AND REMOVE GRIND 0.10'MIN. EXIST, CURB OPERMG
TC
E DUST. PAVEMENT PAVEMENT AND OVERLAY bi
0.1010IN LEGEND C
PRPVA GIWER'S VT1_F_ UTILITY CONTACTS 61 -.611
IGHT OF WAY EXISTING Q_
RI
THE EX;STENCE AND k-VCA71OjV OF A#Y-- VND"-RC.R'-Ub,'jD UTIOTY PIPES. CONDUITS OR
- . I C U RIGHT Of WAY PROPOSED
ANY 9�14ER STRVCTL*ES SHW 10 IV G 3) WOW aW MiED 8 Y A ELEMICLDL/ VVA
N ON THESE DRAI T 811 CF 8" CF
nit c 10" CF EXI%ST. 'DGEOF PAVEMENT
SEARCH OF AVAl-ABLE RFCOR0 'Aft G SOUTHERN CALIFORNIA EDISON COMAAAW FON7AA1A WATER COMPANY C -
THE W T-WIF , BEST OF OUR R-0, ITED E THERE iol' CIF
R 1T
-UTIL !TIES 0 Im S SE DRA WINGS.
ARE NO OTHER CEP Tl AS H Om,/N ON,, THEZ) E -966 Affl (MIM) NATIVE SUBGRADE-
300 N. PE -ER AVUNtJE 15 OWROUTE 12' 5 51-21 T-- SAVICUT EXISTING PAVEMENT
THE CONTR TOR IS REOVIRED TO TA& PK_WT10RARY- WASURES TO in
RA4,LTO, CA 92376 FONTANA, CA 92335 COMPACTED TO 95,0/a EXISTING PAVEMENT
PROTECT 14 U01LITY L*ES SHOWIV Owi T-M70F THE C-91"Nk"TRACTOR FURTHER TRANSITION TRANSITION
OFFICEHOUW (909)822-2201 8" C F. TO 10" C.F. G
ASQUHES ALL LIABILITY AW __,,4T'
-UNDERGROUND: (900)357-62-33 8" C. F. TO 1 Of' C. F.
RESPaaii -t-Y, P& UDLITY PIPES, CONDUiTS OR 5.5 AC PAVING Rl�',41D EXISTING PAVEMENT AND
S RUCTURES'SHOWN OR AIOT SHOhW ON THESSE DRA,,,WMS. 4284746
T TRANMISSION. (90) 875-5100 AF ER HOURS. (909) OVERLAY 0. 1 Of MIN. AC
PIPE LINE: OW657-M3
S" AC PAVING OVER 12" 95% COMPACTED
CONT CTOR AGREES T HA T HE SffA--,LL A,,S,:--,SW, E SOLE AND COMPLETE DISTRIBL,710N. JOIN DETAIL
9V IV f- S OF I NS LIC N
0 S -t -T -T COW -T-1 0- - P1 G TH COUR E 0 TR TIO _rION DETAIL NATIVE SUBGRADE
(909) 357-6233
RESPONSIBILITY FOR A CURB FACE TRANS!
NOT TO SCA
OF THIS PROJECT INC S44TY OF ALL PERW AND PROPERTY, AW THAT
�_D C'TY S_rD. 3000
TH"S RE.qUIREMENT SHAkil AM Y CONTJNUOUSL Y AIM W BE LPM TO IVRHAL PER MODIFI" I
CON -C
RETE SIDEWALK OR DRIVEWAY
F
Vr,�$- HOURS-, AW I V,,T 1W COWPACTO, Y A14D
SW L L UE END IN17EMNIF
NTS
W,
CITY T O_* A'4�0 M ENGINEER kARMLES-6 FRON ANY AND ALL
HOLD _W
L I TYt REAL ON ALLtGED, N CONNECTION VVI TH THE PE NCE OF WORK
8" CURB &'GUTTER
ON THL'zz PROJECT, EXCEPTING FOR LIA Bill i -I -Y AR"ISINC- FROj'.'! THE SOLE NEGLIGEIK7
OF TIN 6, OR THE ENGINEER., 0
WNER
..-ASP 10-022
AN GABRIEL VALLEY WATER Co c
SHOULD CONSTRUCTION-. OF THE REQUIRED.
A R 15966 Arrow Route, Fontana, CA 92335
B A C HA, 4 1$ OF �$EARINGS.
U MM�ENCE WITHIN. TWO yo, STREET IMPROVEMENTS PLANS
IMPROVEMENTS NOT CO
Q)
"EWF`P"NGS0PSMO IM ENTNO.AJ1862, THE BEARINGS %S HO WN HEREON ARE BASED ON THE
171 11P YEARS OF THE DATE OF APPROVAL SHOWN HEREON Prepared Under The Supervision Of DRAWNBY: SCALE:
BE G BETWEEN THE WS GPS CONTROL PT. #AJI"2 AAA&AAiVV0JVVVVVV*%,ANM AAIVVVVvVVV4WVVWWVV%
ELEVA TION = I M4.4 55--fEET (NA VD 883) FONTANA WATERA COMPANY PLANT F21
BM, LM AS SHOWN
N=1860639.416 AND NGS GPS- CONTROL PT. #A14503, CALIFORNIA STATE 'AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 68951
DIAL y: 10576 LIVE OAK AVENUE
E=67052-87.165 PLANE COORDINATE SYSTEM OF 1983 TWO WORKING. Exp. 12/31/13 DESIGNED DATE:
BEFORE .... DAYS BEFORE CITY- ENGINEER MAY REQUIRE REVISIONS TO THE -MAPS 6/15/11
T A
VV
t)IN
L:
(NAD 83), ZONE 5. TITLE SH/eET,___�0C/Aof1,0,N
BM, LM, RSJ
YOU DIG YOU DIG j �AND VICINIT Q)
AS SHOWN IN RECORD OF SURVEY 10-109* PLANS TO BRING THEM INTO CONFORMANCE WITH cl V 1. CHECKED BY: Tz"
DRAWING'110.:
Date 7/09/12 APPROVEb BY:
RS 146156 TOCL FREE 1-800-227-2600
OF D A T Ell"'
A -PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION ATE ENG STANDARDS IN- EFFECT.' MATT Y. YUCELEN R.C.E. 68951 4954
V. my CITY ENGINEER. . 2
R.C.E. 51152
7191201�� 2:20:08 PA,4