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2. WHEN A TECHNICAL CONFLICT JS FOUND TO EXIST IN `.THE ,CONTRACT OOCIMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
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PRECEDENCE°�PRQVISIONS IN THE "GREEN BOOK% THE CONTRACTOR SHAL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
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FOR RESOLUTION.
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3. ALL MATERIALS AND METHODS ARE "SUBJECT TO THE APPROVAL OF THE QTY ENGINEER.
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4. CONSTRUCTION . PERMITS SHALL BE OBTAINED. FROM THE CITY OF FONTAM COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
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.1.1.1. PRIOR ::-'TO THE START OF ANY WORK. INSPECTION -COORDINATION SHALL BE.:REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE .
ST
_ AI 1.RT OF- ANY WORK IN PUBLIC RIGHT -OF WAY WITHIN THE CITY. LIMITS. CALL 909 350-7610.
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5. THE CONTRACTOR.. SHALT. CONFORM TO ALL TRAFFIC CONTROL POLICIES, IiETHODS AND: PROCEDURES DESCRIBED IN THE STATE OF
CALIFORNIA - MANUAL : 9F TRAFFIC CONTROLS, - LATEST NON -METRIC � EDMOI UNLESS OTHERWISE DIRECTED BY THE � CITY TRAFFIC ENGINEER.
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A.B. -AGGREGATE BASE SANTA ANA � A VE
. .� ..I ,..�.. .I :. 1.6,- ff SHALL: BE THE RESPONSIBILITY OF :THE CONTRACTOR TO MAINTAIN _BARIICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT A.C. ASPHALT CONCRETE ....��... L ..... �..�.�. EXIST. EXIST.
ALL TIMES.: .
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, � .I . _zB.C114 ..R. -BEGINNING ` OF CURVE DIRECTION OF STREET FLOW RIfW RyY
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ANA CA I ff�_� R 1
BLDG -BUILDING
7. THE =CONTRACTOR_ SHALL: OBT N, A PERMIT TO, P RF RM A11ON fR CH WORK FOR TRENCHES a 14 00�-,..1.5�+OO-S6+ QQ B .) € + _ T2'C:-t Q.:. Z +U .r .23+ 90
AL . E O EX . . OR _ EN TR CES 5 FEET OR GREATER IN DEPTHE__
FROM..THE=CAIJFORNIA STATE DIVISION OF' INDUSTRIAL SAFETY, B.O.W. BOTTOM GF WALL _ .._.,._ ,.4.4.__, _ _ 44 46'
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B.W. -BACK OF WALK : -._,
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8. THE WAL1.LS 1.AND ;FACES OF ALL EXCAVATIONS GREATER 5 : IN D TH SHAH AR S 0 ! G 0 ' : � ,
THAN FIVE O FET EP BE GU DED BY H R N , SL PING OF THE C.L.F. -CHAIN LINK FENCE ..��.• ... .,-» v. f 3 ,
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GROUND .OR OTHER APPR1.OVED' MEANS PURSUANT TO THE< REQUIREM1.ENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CONC. -CONCRETE "' za�.a=
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CALIFORNIA. TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUAI�ED WHEN THE POTENTUL EXISTS FOR GROUND MOVEMENT. "�
C) C.F. -CURB FACE . _' j �.,,.
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C.B. -CATCH BASIN f_ o GRIND VARJES
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9. NO MATERIAL OR EQUIPMENT SHALL. BE STORED IN THE PUBLIC RIGHT OE WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT � + 01IERLAY 2.1�-3.9% 16
PURPOSE: �. ---CENTERLINE - M W _ _ WALK
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E.C.R. -END OF CURVE , _ � : 5' PROP.
10. THE LOCATIONS OF .UTILITIES SHOWN ' HAVE BEEN DETERMINED FROM :AVAIABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY1.
EXIST. -EXISTING -: -"�___ 8 2 I 28 18
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E.P. EDGE OF PAVEfu1ENT - -• T t �+� PROP. AC 9
IN THE FIELD, ,THE TRUE LOCATION WD ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE t
OF THE CONTRACTOR :T0 DETERMINE, ,�, PAVEMENT
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PROPER PRECAUTION TO . AVOID. DAMAGE THERETO.. THE CONTRACTOR SHALL. CONTACT UNDERGROUND SERVICE ALERT AT
1.F.G. -FINISH GRADE t ?_; ., o I
1-800--227-2600 TWO WORKING DAYS BEFORE EXCAVATION. o
SANTA ANA AVENUE
F.F. -FINISH FLOOR - _.:.
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11 THE CONTRACTOR SHALL COORDINATE CONSTRUCT ON I A TI CMP F.L. -FLOW LINE µ- . ' , ,. W �r P +AAI_
. I W TN _ LL U LaTY C ANTES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, z ��1 . c o
.. F.S. -FINISH SURFACE ,,, o N.T.S.
ELECTRIC, ..•'CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOIwESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD F + _ _
CON CAL S. TY COMPANIES FlH. -FIRE HYDRANT Z € N T.I. -7 9 _
CONTROL: ANO IRAN ALL Ui1L1 OM ANTES SHALL BE: GIVEN: TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR - W ,�,
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FACILITIES. G.B. -GRADE BREAK � y `j► W - 0
. H.C. -HANDICAP £, - �; +` I [;gT. EXIST. ..
12.. THE GONTRAGTOR S N DP Tr
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HALL OT ERA E ANY FIRE KYDRANT OR WATER CAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. H.P.: HIGH POINT M
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CON'T'RACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANI FDR VALVE OPERATION AND WATER RE UIREMENTS. r
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$' � 44' 32'
13. CURVE DATA. REFERS TO THE FACE OF CURB. M.H. -MANHOLE r � 1. x. C _ o
N.G. NATURAL GRADE . t.: ,1. I W W 12' 32' .
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14. STATI1.ONING`: REFERS :_TO-: THE CENTERLINE OF STREET'S C W1 ... � --
-,EX EPI WHERE 9TIER SE NOTED. I . -; .. P.ROPERTY IN
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LL BOX
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15. AD UA .. UC CO ,
EQ TE. CONSTR ON _ CONTROL STAKES SHALL BE _ SET BY THE. ENGII TO . ENABLE THE _,CONTRACTOR TO CONSTRUCT THE WORK --. : a w ,,.. ", Z 5
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TO THE LAN> GRADES, INE CONTRACT R 'SHALT : Ew'RESPONSIB R:I 1.1 _.P SERVA ON :OF BENCHMARKS N p
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O B " LE FO E RE TI AND CO STRUGTION
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_,. _ _ � _t,.: x .�_�__ , .., ;- _ - - � 2.5� OVERLAY
CONTROL STAKING DURING CONSTRUCTION. _. V � - 20
R.D. ROOF DRAIN
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TRANS PAD -TRANSFORMER PAD •�- 0 28 18 CSG '
16.THE CONTRACTOR -SHALL ' NOT DISTURB EXISTING SURVEY MONUMENTS, . U04UMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION Y .: _ " co 11
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TO THE CITY ENGINEER:
T.B. -TOP OF BERM
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AVE�IENT
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17. REMOV AND R PLACEMENT OF 1 TI s -r _ _ ,_ _.. _ ;:. `
AL E EX S NG SURVEY CONTROL., INCLUDING. PJM:_ MONUMENTS MONUMENT TIES ANO BENCH : MARKS p
_ .D! STORM. DRAIN .-w.y. �,� :. +,
SHALL . BE NE `' BY A REGISTERED C I IN -
-DO N L ENG EER OR LICENSED LAND SIRVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS 6.. -=�--- �. ;_ - �_ G
S.L. SIGHT LINE
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A RESULT' OF THIS : CONSTRUCTION SHALL BE REPLACED. THE CONTRACOR _SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO - � " ; � �C
ST.LT. STREET LIGHT - € g
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CONSTRUCTION SO THAT TIES 'TQ MONUMENTS CAN " BE: ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.bet; i KM
. T.G. -TOP OF GRATE . �€ r ` �__
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CONTRACTOR MAINTAI C S T.C. -TOP OF CURB _ .� �". '� N T.I. -7-9
18. THE CONTRA SHALL N AC E S FOR LOCAL RESIDENTS AND EJSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE _. L • .. 3- ,
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MAINTAINED. AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS "AID: EMERGENCY VEHICLES.
TOP -TOP OF SLOPE A. ,- •�.�--- �� �'
TOE -TOE OF SLOPE .. " , r t t
19. THE CONTRACTOR SHALL PROVIDE' AND MAINTAIN AN EFFECTIVE MEANS 01 DUST. CONTROL, INCLUDING ADEQUATE WATERING AT ALL WM -WATER METER - r . . C4 � . .
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Wil/ -WATER VALVE x
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TIMES. 1 I'll+
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20.ALL GRADING OPERATIONS:SHALL BE DISCONTINUED WHEN SUSTAINED WIN VELOCITIES EXCEED 25 MILES'PER HOUR.
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21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER MUD SIU OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE J .� #�
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REMOVE EXISTING
PROPERTY ADJACENT 'TO THE RIGHT OF WAY DURING CONSTRUCTION : WIT1.WUT PRIOR WRITTEN APPROVAL. i � I o AC PAVEMENT
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I+. W CONSTRUCT NEW
.1 I22.N0 TR1.ENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF NE CITY INSPECTOR.I . . .
CI1'ACT3
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- _ ,!a :i + - ;y I_,x}fi�l J ` =}f f k ` ca ASPHALT PAVEMENT
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23A: GEOTECHNICAL ENGI E S ERTIFY ALL BAC FI MP ' U TO BT R '"�
N ER HALL. C K LL. CO ACTION. AIL RE 0 AIN THE REQUI ED DENSITY SHALL REQUIRE ,:--- .t. ,.__ ,., , - .L P C SID
, _ ; , _ .�., C EWALK
AN BERNARDINO COUNTY FL o
Q4P�.QNTROL ,.
RE' WORKING OF_ THAT PORTION - OF THE WORK:.` UNTIL THE SPECIFIED DEIll IS OBTAINED. �: _ x /
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825: E. � THIRD STREET, ROOM 140 .
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SAN BERNARDINO, CA 92415-0835 _-...- -� -� :. ga. .
. 24.CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES ' AND SWALES F 0M UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION 4, ; . t-1 .
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OF C IN MA lR - PHONE: (909)- 387-8256
. 1 . CONSTRUCT PCC
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THE SITE, THE TTY ENG EER Y REQU E TEMPORARY NON ERODEBLE SWAL.ES ENTERING OR LEAVING IMPROVEMENTS. °'
ATTPJ: TOM WILLIAMS , 4 IMPROVEMENTS
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25.THE FINAL:,LOCATION. AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALLI.
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CONFORM G : THE CITY OF ` FONTANA STANDARD " DETAILS. FON TAN A ,WATER COM PAN Y �� , `,, _ - =_ I
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15966 . ARROW ROUTE Q
. FONTANA CA 92355
26, All EXPOSED. CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR SID FINISH TO MATCH EXISTING CONCRETE. ,
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PHONE: (909) 822-2201 f m
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27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF -'THE CUB AT THE LOCATION OF THE SEWER LATERAL ATTN: BRENDA FOWLER Pfi/ATEF.R'$ iT�E TO TRA- .
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND. REINFORCING SEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
SOUTHERN CALIFORNIA GAS COMPANY,T
I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUIITS,
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1981 .W. LUGONIA AVE. MAP OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF TTHE
.
29.ALL UNDERGROUND UTILITIES SHALL. BE INSTALLED, TESTED AND APPROVD PRIOR TO PAVING OF STREETS. REDLANDS, CA „ - AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTTING
SCALE: 1 - 200
PHONE: (909) 335-7965 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEIENT PRIOR TO PLACEMENT. ATTN: ED SANTILLA TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ION
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
31:PAVEMENT STRUCTURAL; SECTIONS SHOWN ARE.. MINIMUM AND SUBJECT TC REVISION AND APPROVAL OF THE CITY ENGINEER AS AT&T RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
DETERMINED BY. SOILS: � TAKEN AFTER COMPLETION OF ROUGH GRALNG. 1265 VAN BUREN ST. #180 THESE DRAWINGS.
ANAHEIM, CA 92807
PHONE:' (714) 666-5614 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
. 32 ACTUAL 'THICKNESS OF A.C.. PAVEMENT AND/OR BASE COURSE MATERIAL ,OR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY FOR JOB SITE CONDITIONS DURING C C
A GEOTECHNICAL REPORT "AND SUBMITTED TO :THE` CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH . GRADING.
ATTN. LEE QUEST E DCOURSE OF CONSTRUCTION OF THIS PROJIECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENIT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANID THAT
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL B. RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR SOUTHERN CALIFORNIA EDI ON THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SANI
UPON COMPLETION OF PAVING. 7951 REDWOOD AVENUE BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL. LIABILITY
1.FONTANA CA 92336 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJI
34.UPON COMPLETION 4F CONSTRUCTION, CONTRACTOR SHALL RESTORE ALLSIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL PHONE: _(909) 549-5345 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR .TF
IPA OF BEAF&
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALJFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
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C/TY OF FONTANA BENCHMARK NO. "289"
. FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE
NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE.
a&AnoN = 1032.22'
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A [)SHOULD CONSTRUCTION CF THE REQUIREDOFESS
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IMPROVEMENTS NOT COMMENCE WITHIN TWO `�c 11 ti
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YEARS OF THE DATE APPROVAL SHOWN HEREON
AND CARRIED FORTH N A DILIGENT MANNER, THE � R.C.E. NO.56155r *
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DIAL TWD DORKING
11 . BEFORE DAYS sEFORE CITY ENGINEER MAY EEQUIRE REVISIONS TO THE saw Exp. 12-31-14
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. . TOLL FREE 1--800-227-2600 0 C A -\i
A PUBLIC SERviCE BY UNDERGROUND SERVICE ALERT. f�ON pESCRlPnON DATE ENC. CITY DATE : STAN DADS IN EFFECT.