HomeMy WebLinkAbout2395-1A470 -RECTANGULAR
CAST IRON
PIPE .
(SEE GENERAL NOTE 6)
AND ADAPTORS
AC
CONSTRUCT 8" CONCRETE CURB AND 18" GUTTER PER CITY OF
FOR USE UNDER
SIDEWALKS
FONTANA STD NO. 101.
330 L.F. 11
OR OTHER NARROW SPACES
CURB FACE
oumoE
OUT31 E
Twmtsv>4E
LAYING
nrf
Huss
A"b"
:.u4m
0 3"x5"
4141141A"
1125 Sq. In.
YO"
0 3"x5"
41A"x61A"
1125 Sq. In.
216-
0 4"Y6r
514'171,4"
1925 Sq. in.
510-
0 3"'x9"
4144" xI01,6"
21.x'0 Sq. In.
5'0"
4"d%sv
51.4"x94k"
28.00 Sq. In.
5100
3'"112%"
414'114"
30.00 Sq. In.
5'0"
3"x12%"
4144"x14"30.00
Sq. In.
216"
0 4"x14"
514"x151,4"
47.50 Sq. In.
510"
4".14"
514"x151A"
47.50 Sq. In.
216-
6 51142"
61/."x1314"
51.80 Sq. In.
51"
OUANTITIES
�.J CONSTRUCT 6 I/2' A.C. OVER Ir OE 25% COMPACTED NATIVE SOIL
TC
TEP OF CUR e
(SEE GENERAL NOTE 6)
9,350 S.F.
AC
CONSTRUCT 8" CONCRETE CURB AND 18" GUTTER PER CITY OF
x
6�;
FONTANA STD NO. 101.
330 L.F. 11
ALL PIPS OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
CURB FACE
W
POWER POLES, 'SIA TER METERS, VALVES, HYCRANTS. ARIGA TICN
�3 •-- CONSTRUCT CONCRETE DRIVE ANO MCCIFIED RAMPED CURB RETURN
t!i
STRUCTURES, ETC., SHOWN CR NOT SHOWN ON THIS PLAN LOCATED
PER CITY OF FONTANA STD. NO. 1020 (W - 251
625 S.F.
WITHIN AREAS TO BE IMPROVED ANO INTERFERING 'M7H
G)_ CCNSTRUCT CCNCRETE SIOE'NALK PER CITY CF FONTANA STD. NO.
CCNSTRUCTICN, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE
CONTRACTOR'S RESPCNSi84'UTY TO NOTIFY ALL THE AGFNC.ES
105A. 1,393 S.F.
CONCERNED BEFORE CONSTRUCTION SEC:NS.
CONSTRUCT HANDICAPPED ACCESS RAMP P£R CITY CF FONTANA STD.
N0. 10444., Y=5'. X=4'. W= 9•
I EA. 12
ALL, MANHCLE AND CLE ANCU T FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW F=NISHED GRACE BY SEWER CCNTRACTCR ANO
RELOCATE STREET LIGHT (TO BE RELOCATED BY OTHERS)
I EA'
SHALL BE RAISED TO GRACE BY PAVING CONTRACTOR AFTER
-
COMPLETION CF PAVING.
0 --REMOVE EXISTING CONCRETE CURB ANO GUTTER.
420 L.F. 13
ALL VALVE CANS AND COVERS SHALL 6E CCNSTRUCTED 6' BELOW
0.50
FINISHED GRACE BY WATER CONTRACTOR .LINO SHALL BE RAISED TO
8a— REMOVE EXISTING CONCRETE ORIVEWAY.
4 EA.
GRACE BY PAVING CONTRACTOR AFTER CCMPLE TICN OF PAVING.
(i --REMOVE REMOVE EXISTING CONCRETE SIOE`NALK.
2,080 S.F. 14
REFER TO CITY OF FONTANA, UNOERGRCUNO U TIU TY LOCATION
STANOARfl DETAIL 129.
OO—RELOCATE EXISTING ELECTRICAL PULL BOX. (PER TRAFFIC SIGNAL PIAN)
— 4 EA.
15
THE CCNTRACTCR(S) SHALL CCORCINATE CONSTRUCTION `MTi°1 ALL.
11 REMOVE EXISTING TREE (A SEPARATE TREE REMOVAL PEiRMIT iS,REQUIO )
2 EA.
UTILITIES ANO OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED -----
TO, GAS, TELEPHCNf.. ELECTRICAL.. LIGHTING. TELE`ASICN CA8LE.
12 RELOCATE EXISTING SIG4N.
3 EA.
LANOSCAPING. LANCSCAPING IRRIGATION, OCMESTIC WATER,
RECLAIMED WATER, SE'NER, STORM DRAINAGE, FLOOO CONTROL
@—RELOCATE TRAFFIC SIGNAL PER TRAFFIC S;GNAL PLAN)
2 EA.
SYSTEMS. ETC.
14 RELOCATE FIRE HYDRANT-
16
AS -BUILT ORAIMNGS SHALL BE PROVICED BY THE ENGINEER TO THE
IEA.
CI TY OF FONTANA.
(1:5VARIABLE THICKNESS AC COLD PLANE 0.10" PAIN TQ JOIN FLUSH
15,200 S.F. 17
TYPE. LOCATICN AND 'MOTH CF CRIVEWAY APPROACH APRONS 'mLL BE
&(5 -FILL IN WITH FULL A.C. FILLET— &G TlIETERMINED
S.F.SF.
AT THE TIME CF CCNS TRUCTICN ANO SHALL CCNFORM
,l70
WITH THE CITY OF FGNTANA STANDARD CETAILS OR MOO RCATICN THERE CF.
(1:7) --CONSTRUCT 8'A•C, �ER1,i1
56 LF.
(:18�_RELOCATE WATER VAULT
18
� r
CuNTRACTOR r5 INSTRUCTED TO REFER TO THESE PLANS AND THE
_
I EA.
SPECIFICATIONS, AND 'WERE THERE IS CR MAY BE A CONFLICT
19 RELOCATE POWER POLE WITH GUY WIRE
I EA.
SHALL IMMEDIATELY REPORT SA10 CONFLICT OR POSS18LE CCNFUCT
C12� ry Y
20 IN5TAtL_ 3 '4r ` ',�e.� on - rJfQr Cl�,.�4�/ 6 F��, ,4- �D
45 L.F.O
.
THE OWNER'S REPRESE,N TA nVE-
Z i — //_��-- Cl-t/O�L Li -4!/7 / �r'G.• l��TQ/7c7 `=�: �-�� (�'/,71v ,Z�
19
2 S LF.
S1ERILANT RECUIREQ LINO -ER ALL A.0 PAVEMENT.
22 - SAWCUT
420 LF. 20
NO CONCRETE SHAL BE PLACED UNTIL FORMS AND REINFCRC7NG
STEL HA' -,1E BCE4 PLACE.D. INSF'£CrED ANO APPROVED.
ADJUST TO GRADE
E23
IEA.
INSTALL 22,000 HIGH PRESSURE SODIUM (HPS) LUMINAIRE MOUNTED ON AN ORNAMENTAL
21
ALL UTIUTY COMPANILS SHALL HE GIVEN 4$ HiCURS NOTICE PRIOR
24 POWER POLE, COBRA HEAD CUT-OFF LENS. WITH A SIX (6) FOOT MAST ARM, MOUNTED
TO WCRK AROIINO THEIR FACILITIES.
THIRTY (30) FEET HIGH (BY OTHERS)
I EA.
•
22
ALL 8ACKFILL COMPACTION TO BE CER TIFIEO BY SOILS ENGINEER.
23
ALL MATERIALS AND wAETHCOS TO BE 'SU8.IECT TO THE AF^ROVAL CF
THE CITY ENGINEER.
GENERAL NATE;
24
BACKFILL. MATERIALS SHALL BE VERIFIED BY CONTRACTOR ANO
APPROVED BY PUBUC. 'NCRKS INSPECTCR PRICR TO THE PLACING OF
I ALL wCRK SHALL BE OGNE IN ACCCROANCE 'M TH THESE PLANS ANO
ANY PERMANENT PAVEMENT.
THE CITY OF FONTANA PUBLIC \40WZ <5 STANDARD PLAIDS AMID
SPECiFkCAs TtoN-
25
CCS.IRACTCR 10 INST,"•LL PAW --ENT MARKINGS AND STRIPING AS
REOUIRED 8Y THE CITY ENGINEER.
2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA PUBLIC 'NCRKS DEPARTMENT PR;CR TO THE START CF ANY
26
CON TRACTCR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
waRK YIA THIN THE d TY uMt TS_
27
IF �ASTING UTILITIES OR ANY OTHER FACILITIES C'ONFUCT 'MTH
3 STATICNINC; REFERS TO THE CENTERLINE CF STREET EXCEPT 'MIERE
THE PRCPGSFD IMPROVEVENTS, WCRK SHALL. STOP A440 THE ENGINEER
OTHERWISE NOTED.
NOTIFIED IMMEDIATELY.
4 CURVE DATA REFERS TO THE FACE OF THE CURB.
28
IT SHALL BE THE RESPCNS:BILITY CF THE CCNTRACTCR TO NOTIFY
THE ENGINE; R AFTER THE BASE COURSE HAS BEEN CONS TRUCTEO AND
5 ALL EXPOSED CONCRETE SHALL CONFORM IN GRACE. COLOR AND
EEFCRE TME PAVING HAS BEEN INSTALLED SO 1HAT THE ENGINEER
FINISH TO ALL AO,,QIdVING CURBS ANO vIDE'NALXS.
MAY INSTALL THE STREET CEN TE.RUNE MCNUMEN 1 S AS RECUIR£D BY
THE CITY CODE OF THE LI TY, OF FCN TANA.
6 ACTUAL THICKNESS OF A.C. PAVEMENT AND /OR BASE COURSE MATERIAL FOR STRUCTURAL SECTION
SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO
THE CIT Y Z9
THE CON TRACTOR SHALL PROVIDE TO THE CITY yr FONTANA TRAFFIC
OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, THE PROJECT DEVELOPER IS, IN
ENGINEERING DIVISION, PHONE (714) 354--7610. A DETAILED
GENERAL., REQUIREQ TO BRING HIS HALF STREET SECTION FRON'TAGES UP -TO A 20 YEAR DESIGN LIFE
TRAFFIC CONTROL PLAN IN ACCORDANCE 'BVI TH CALTRANS TRAFFIC
r BETWEi="! SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL
MANUAL., CHAPTER 5, MANUAL OF TRAFFIC CONTROLS, FOR
APPROVAL BY THE CITY ENGINEER.
CONSTRUCTION ANO MAINTENANCE' WORK ZONES. LATEST EDITION.
7 PAVEMENT STRUCTURAL SECTIONS SHOWN•ARE MINIMUM AND w1IR.l1"CT TO REVISION AND APPROVAL OF
REVIEWED ANO ACCEPTED 9Y THE CITY OF FONTANA. ®RICK TO THE
THE CITY AS REQUIRED BY SOILS TESTS TAKEN BY THE DEvELOPER'S GEOTECHNICAL ENGINEER AFTER
ISSUANCE OF THE CONSTRUCTION PERMIT.
COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THREE MONTHS AFTER THE
PLANS ARE APr-r:OVED, AND IF FIELD PAVEMENT CONDITIONS CHANGE, THEN THE DEVELOPER
WOULC, BE
:iEQUIRE0-T. O_UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS.
PAVEMENT
NQTEI
8 CARE SHOULD 8E TAKEN TO PREVENT GRADES, 01 TChES ANO SWALES
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF
1
THE CITY OF PUBLIC wORtcS INSPECTOR MAY REQUIRE AT HIS/HERFRAM
THE SITE, THE CITY ENGINEER MAY REQUIRE TEIuPORARY Gi1NiTE
OWN OISCRETiCN, THAT THE CONTRACTOR SU8M1 T A SOILS REPORT
SWALES, ENTERING OR LEAVING IMPROVEMENTS.
yNT>-I CALCULATED 'R" VALUES AND GRAVEL EOUiVALFNTS FOR THE
VERIFICATION OF A PROPER: THICKNESS.
9 ALL UNOERGRCUNO WORK SHALL BE COMPLETED PRtCR TO PAVING OF
THE STREETS.
2
PAVEMENT SECTIONS SHOWN ARE MINIMUM ANO SUB.j'ECT TO REVISION
ANO APPROVAL CF THE CITY AS MAY BE RECUIREO BY SOILS TEST
10 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
TAKEN AFTER CCMPLETICN OF ROUGH GRACING.
CONTRACTOR TO CONSTRUCT THE WCRK TO THE PLAN GRACES. ALL
GRACES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER.
UNAU TH,[jR I ZE 0 CNANaS & USEj-
IMPCR TAN T NOTICE
THE ENGINEER PREPARING ;HESE PLANS Vn_L NAT BE RESPONSIBLE FM OR
Soct;W 4718/4217 o,'
tho C"avermt�it
LIARL`: FOR. UNAUTHORIZED CHANGES TO CR USES (IF THESE PLANS. ALL CHANCtS
t o4o req+ke3 a O q Atert ►dantificaGan
TO THE PLANS MUST BE IN VRITING ANG BUST BE APPROVED BY THE PREPARER OF
N+.vnesr Ds ;*sub Dolor* a -
THESE PLANS
Permit to Excawto .i Ds valid
CONS TRUC T IC14 CON TRAC I CR ACRE€ S THAT IN ACCCR OANCE WITH GENERALLY
For your 0+9 Mart 0 Numaw Car ' OA TE
ACCEPTED CCNSTRUCTIC 14 PRACTICES. CCNSTRUCTICTO comrRACrCR WILL, 31: REoU{RED
Er%wwws Plot• to Contractor -
Ta ASSUME SOLE AND =14PLETE xtSPCNSIBILITY FOR _;Q8 SITE CONOITCQIVS DURING
THE COURSE OF CONSTRUCTIDM OF THE PRQ,,'ECT, INCLUOtNG SAFET f ;.r ALL PERSCNS
UNOERGRCUNO SER
rv" ,,.:...•,c, ,n..«. �• o1 .., ,..wrgro..•s
ACE ALERT �,,,.,a,. sv-, C,kwvs p„,,.00 a„• 0140,,,— a, t, * " a s..rc.
ANG PROPERrY. THAT THIS RECUCREI c4r SHALL BE MAOE TO APpv-r CCDrriNUQuj-Ly Amo•+
NOT BE LIMITED TO PbF.NAL VCRXING HCURS. ANO CCNSTRUCrICN CONrRACTC'�R FURTHER
•....r.. ,..tea, -s. r. 010 of a✓ I. -M..0.*;". Ir" -w v• .o
1- 00- 422- 4133 ._,�,, ,Ara., ".c.0t " W'ft"o al. a..,. PAO.& '%w C=%wvM_Uw
�+•• cyccr. a* VW V-.# ••••�.. OPW PWV�ZC UA SOC%%" a,
AGREES TO QEFEkO.' tNOEr+NffY AHD tiQLD DESIGN PRt1FESSiDN�. HARMLESS FRAM ANY
ANO ALL LIABILITY, REAL DR At_I_ECED. IN CCNt�ECTICN WITH THE P£RFC�tMAtvCE QF
For U'r'a+�'9r�14
*%"a .0%QW''�O"'` °"�" °"• ""' ..o """ '• "'O""""'
Locat;r~q °a► �,► �-°a• a• � � mw �•-�t• �*�a-•; �» a- ��
VpRK ON THIS PROJECT, EXCEPTING LlAi (LITY ARISING FRGM THE SOLE NEGLIGENCE
2 Mvrt�:+y Oc1ra tsatori You 0;9
OF DESIGN PRCFESSICNAL.
FEATHE;
h -
• c, ar.
17.6881N � ,� \A7 7_1
N r
243'
DN
�1 .,.0
5 �>>
CONCRETE DRIVEWAY
3 N MOCIFIED RAMPED CURB
SCALE
� 1 =
FOOTHILL BLVD.
51 I • —
_ �r
Ojr EXIST. AC I
(TO REMAIN
IS CRACK SEAL
VARIES AS NECESSARY
313_ *lam
15
- Me 2'
i s ,
-� 1/4 'Z
II VARIES
2.37% - 313% j
SIERRA AVE.
NQ SCALE
nc
uJ
I I
9."
;
Y
VARIES ' OVARIES
_
r x
v
a
3'
a-
0.5
EXIST. AC �r
10 REMAIN) 7
3• CRACK SEAL1 7-4
FEATHER AS NECESSARY
T I - _..i►-•--'"'•-�
EATHEf� � � � r - T •. - ` I I
! �A R'�S •
ANN -
LANE UNE
1 2
FOOTHILL
BLVD,, ---
NO SCALE
R'EV ISE D I E1+['.rR I DATE I CITY ; DATE
o
C '0 i F':�00
U+ �,cs12
�/ - ----- ----- 815 — is t HOZ
3
8A% 8
,ate01\ c� 17
SIDEWALK
Zo
l Tc�
J•►ti �'x. CF
A.C. FILLET DE-1AiL /
NO SCALE i LD
_SIERRA AVENUE
VICINITY MAP
q IN TERSEACN FOOTHILL BLVD.
STA. 750+00 =
SIERRA AVE- STA. 10+00
Acquisition And Coordination Of Development Information t
WIL-LIAM H. ARMET
DEVELOPMENT COORCINATION
4411 NIAN4•TIC PLACE
YORSA LINDA, CALIFORNIA 92685
(714) 777-3536
Prepared Under The Supervision Of:
r
FOOTH11 I
N.T.S.
C,19,40
TC
TEP OF CUR e
FL
FLOW UNE
AC
ASPm kLT C,-oNCRETE
x
6�;
FS
FINiSM SURF ACE
CF
CURB FACE
W
t!i
1z --�.--
a.
•�- -
6' I
0.50
Ojr EXIST. AC I
(TO REMAIN
IS CRACK SEAL
VARIES AS NECESSARY
313_ *lam
15
- Me 2'
i s ,
-� 1/4 'Z
II VARIES
2.37% - 313% j
SIERRA AVE.
NQ SCALE
nc
uJ
I I
9."
;
Y
VARIES ' OVARIES
_
r x
v
a
3'
a-
0.5
EXIST. AC �r
10 REMAIN) 7
3• CRACK SEAL1 7-4
FEATHER AS NECESSARY
T I - _..i►-•--'"'•-�
EATHEf� � � � r - T •. - ` I I
! �A R'�S •
ANN -
LANE UNE
1 2
FOOTHILL
BLVD,, ---
NO SCALE
R'EV ISE D I E1+['.rR I DATE I CITY ; DATE
o
C '0 i F':�00
U+ �,cs12
�/ - ----- ----- 815 — is t HOZ
3
8A% 8
,ate01\ c� 17
SIDEWALK
Zo
l Tc�
J•►ti �'x. CF
A.C. FILLET DE-1AiL /
NO SCALE i LD
_SIERRA AVENUE
VICINITY MAP
q IN TERSEACN FOOTHILL BLVD.
STA. 750+00 =
SIERRA AVE- STA. 10+00
Acquisition And Coordination Of Development Information t
WIL-LIAM H. ARMET
DEVELOPMENT COORCINATION
4411 NIAN4•TIC PLACE
YORSA LINDA, CALIFORNIA 92685
(714) 777-3536
Prepared Under The Supervision Of:
r
FOOTH11 I
N.T.S.
C,19,40
TC
TEP OF CUR e
FL
FLOW UNE
AC
ASPm kLT C,-oNCRETE
SW
SAO( OF WAL)(
FS
FINiSM SURF ACE
CF
CURB FACE
U
SHEET INDEX.
H.T.S.
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
. XvY-R.
DESIGNED BY:
-N.H A•
CHECKED BY:
STREET IMPRC`rEMENT PLANS SCALE
1" : 20'
FOOTHILL BOULEVARD
232'W /O SIERRA TO SIERRA
SIERRA AVENUE DATE:
242' S/0 FOOTHILL TO FOOTHILL 8/f0/y5
APPROVED: � .
UR NO. SM. N0.
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