HomeMy WebLinkAbout5087-1I_
j
i
GENERAL`', NOTES
I., ALL WOW SHALL BE CONE IN AECOR(WCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS. THE CONTRACT PROVISIONS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKI, ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION MESS OTHERW SE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE 'GREEN! OW, THE CONTRACTOR SHALL. IMEDIATELY REPORT SAM CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
I 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
1 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROWN THE CITY OF FONTANA COMMUNITY Y DEVH QvMENT €EPAARTME , ENGINEERING DIVISION
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REGUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START
ssE�a ur(� scr�ouLE
LOT NO.
27.
OF ANY WORK IN PUBLIC RIGHT-OF-WAY W1HIR THE CITY LIMITS. CALL 1909) 360-7610.
'
+I+
I
5.
THE CONTRACTOR SHALL CONORH TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA
!j
2
11+91
MANUAL OF TRAFFIC CONTROLS. LATEST NONHMEMIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
NO
3
6.
IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT
NO
4
30.
ALL TIMES.
NO
5
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM
NO
6
9+43
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY..
NO .
7
B.
THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE MARDED BY SHORING, SLOPING OF THE
h
32.
IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NUTTY THE ENGINEER
TO THE STATE OF
FIFO SIA OTHER OF THE DIVISION OF ENNTTIIAL
�EGUAROED
NO
AND ALL AFFECTED AGENCIES IMfT)IATELY.
10+95
IElN45) FEET SHALL *EN THE POTEXISTUSTRIAL S FC MbVEMENT.
TIENCHE THEN FIVE
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
.
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT.(F WAY WITHOUIT OBTAINING A SEPARATE PERRMIT FOR THAT PURPOSE.
NO .
35.
APPROVED SOIL STERILANT IS RREOUM UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36.
ALL MUN►OLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES SMALL BE RAISED TO FINISHED (GRADE BY THE PAVING CONTRACTOR UPON
10.
THE LOCATIONS OF UTILITIES SHOWN HERE HAVE. BEEN DETERMINED FROM AVAILABLE INFOPMATIOR HHOWEYEA, IT SHALL BE THE RESPONSIBILITY
COMPLETION OF PAYING.
'
37.
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD. THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES. AND TO EXERCISE
NO
14
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR %WALL CONTACT UUDEPG CUD SERVICE ALERT AT 1-800-227-2600
38.
AS -BUILT DRAWINGS SMALL USE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, *10 SHALL PR NIDE RECORD DRAWINGS
14+55
TWO MING DAYS BEFORE EXCAVATION.
TO THE CITY ENGINEER.
16
It.
THE CONTRACTOR SHALL COORDINATE CONSTF#CTION WITH ALL UTILITY COMPANIES INCLUAIMG, BUT NOT LIMITED T(X GAS, TELEPHONE,
NO
17
15+25
ELECTRIC, CAREE TELEVISION, LANDSCAPING. LANDSCAPE IRRIGATION, DOMESTIC WATER; RECLAIMED WATER SEWER, STORM DRAIN, FLOOD
NO
18
CONTRIL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
13+96
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REGAUUE)ENTS.
13.
STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14.
ADEOUATErCa6TRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORD T9
THE PLAN GRACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND COSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
15.
THE CONTRACTOR SHALL NOT DISTURB EXISTING .SURVEY MONUMENTS. MOMMff TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
16.
REMOVAL AND ANT OF EXISTING SURVEY CONTROL INCLUDING SURVEY KKIHENTS. MHtUMMENT TIES AND BENCH MARCS.. SHALL BE
DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR: SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
THIS CONSTRUCTIONSHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WED( PRIOR TO CONSTFRUCTION SO THAT TIES
TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS ANO BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE .
MAINTAINED AT ALL TIMES IN THE CONSTRU,JCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
18.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE' MEANS OF DUST CONTROL. DVCLUUDING ADEQUATE WATERING, AT ALL TINES..
19.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MIA; SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE
PROPERTY ADJACENT TO THE RIGHT OF WAY CURING CONSTRUCTION WITHOUT PRICK WRITTEN APPROVAL.
20.
NO TRENCH BACKFILL SHALL TARE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21.
A GEOTECHNICAL DIGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REG UIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTILTHE SPECIFIED DENSITY IS OBTAINED.
22.
CAFE SHOULD BE TAKEN TO PREVENT GRAOM DITCHES, AND %WALES .FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY RE()UIRE TEMPORARY NONH•ERODEABLE SHALES ENTERING OR LEAVING IMPROVEMENTS..
23.
ALL EXPOSED CONCRETE SURFACES SHWA CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
j
24.
IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES. THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY,
NOT MORE THAN 154 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STAHDkM DETAIL FOR TERMINAL CLEANOUT.
25.
SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.CPJ EXTRA STRENGTH
(LASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP. UNLESS OTHERWISE NOTED.
�.
26.
NO OPEN TRENCH SHALL BE ALLOWED AT THE RPD OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
ssE�a ur(� scr�ouLE
LOT NO.
27.
SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT 944 OLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
'
+I+
I
28.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. AND VERIFY ELEVATION AND LOCATION OF CONECTIONS.
!j
2
11+91
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THEPLANS.
NO
3
29.
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
NO
4
30.
TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN POMC UTILITY
NO
5
10+11
EASEMENT EXIST NEXT TO THE STREET RIGHT OF WAY. THE LATERAL-. SHALL L TERMINATE 3 FEET INSIDE THE LOT AS MEASIUED FROM
NO
6
9+43
THE UTILITY EASEMENT.
NO .
7
31.
THE SEWER CONTRACTOR SHALL STAMP AN S" IN THE FACE OF CURB AT THE LOCATION OF THE SEWER LATERAL.
h
32.
IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NUTTY THE ENGINEER
NO
AND ALL AFFECTED AGENCIES IMfT)IATELY.
10+95
33.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
.
34.
ALL UNDERGROUND UTILITIES % LL BE INSTALLED, TESTED AND APPRDOED PRIM TO PAVING OF STREETS.
NO .
35.
APPROVED SOIL STERILANT IS RREOUM UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36.
ALL MUN►OLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES SMALL BE RAISED TO FINISHED (GRADE BY THE PAVING CONTRACTOR UPON
12+80
COMPLETION OF PAYING.
'
37.
UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING, BARRICADES. AND OTHER TRAFFIC CONTROL.
NO
14
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38.
AS -BUILT DRAWINGS SMALL USE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, *10 SHALL PR NIDE RECORD DRAWINGS
14+55
TO THE CITY ENGINEER.
16
15+15
NO
17
ssE�a ur(� scr�ouLE
LOT NO.
DESIGN STA.
AS -W LT STA.
BACKFLOW VALVE
1
12+51
!j
2
11+91
NO
3
ii
NO
ssE�a ur(� scr�ouLE
LOT NO.
DESIGN STA.
AS -W LT STA.
BACKFLOW VALVE
1
12+51
NO
2
11+91
NO
3
11+31
NO
4
10+71
NO
5
10+11
NO
6
9+43
NO .
7
9+78
NO
8
10+35
NO
9
10+95
NO
10
11+55
NO .
11
12+15
NO
12
12+80
NO
13
13+35
NO
14
13+95
NO
15
14+55
NO '
16
15+15
NO
17
15+25
NO
18
14+65
ND
19
13+96
NO
SCCUTILITY NOTIFICATIONS BASIS OF BEARING
��
PLANS CITY OF FONTANAPA IFI L 0EWE 'MPROVE IS OF BEARINGS WAS TAKEN FROM THE CENTEFRL INE OF CITRRUS AVENUE BEING
CC gg%�LL BASIS
6353 SIERRA AVENUE ATTN: VIRGINI HSE KER
FONTANA, CA 92335 3939 E. CORONADO STREET NORTH 0"00'02" EAST PER TRACT NO. '18260.REOOFDED IN BOOK 332 QF MAPS
1909) 350-6632 ANAHEIM. CA 92807 PAGES 16 THRU 18. RECORDS OF SAN BERNAR DINO COUNTY, CALIFORNIA.
FOR.
(7t4). 666-5467
N NW� MANGOS Ct)MPANY (U�) 2Ft 227 O� SERVICE ALERT
'1661, WW..,L �� IA vE. CCppm� ttCC gg��EE PRIVATE ENGIi�EER S NOTICE
TRACT 18907 (909) 335-754792374 - ATTNASJACKAHA4E TO CONTRACTOR
EMERGENCIES: (600) 427-2200. 1205 OtPONT AVE.
ONTARIO CA 9176! THE EXISTENCE AND LOCATION OF ANY UNDERG�RULM UTILITY PIPES.
IAINO GA 92376 TO
ETEDISON COMPANY ,f909) 3�0-4738 I BY A
SEAiITOF THE AOR VAILAEN RECORDLFES SHOWN S. TO THE HESE BEST OF OUR ARE SEDGE
(( )) ��qqpp�QQ�}� L THERE ARE NO EXISTING UTILITIES EXCEPT AS SHORN ON THESE PLANS.
(9091 875 5100 -- TRANSMISSION 1400EST LL9S BLVD: PROTECT THE THE UTILITIIS IEESSHOWN ONTAKE
THESE DRAWINGS T CONTRACTOR
(213) 637-1233 -- PIPELINES ONTARIO, CA 91766 FURTHER ASSUMES AUL LIABILITY AND RESPONSIBILITY FOR THE UTILITY
CcRpAA pip pp�� �77UUAALL AT (800) 422-4133 i PIPES. CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
.Q ATTNt BILE VANDEV16. "M!R CO. Fp�TANAA ATR ppNY �
DRAWINGS. .
(619) 868-6040 ATTN: B F R CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
V 15966 ARROW ROUT RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT-
FON ANA CA 92235
I I Z Q F�AX� (909) 823--5046 ION OF THIS QUUPROJECT, SHAH A SAFETY OF ALL PERSONS AND PROPERTY;
I THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS, AND THAT THiE CONTRACTOR SHALL DEFEND.
INDEMNIFY, AND HOLD THE CITY OF FONTANk THE OWNER. AND THE ENGINEER
W � /Z, M -1144 LOT 6 HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION
I
LOT 'B' � 1� 17 l is � 10 I ZO � I WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ,
' ' ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
TfAC NO. 1320 1,9.8. 32 ! 1643
i �' NCSs USER
f
�- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FORT. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE. APPROVED BY THE PREPARER OF THESE
PLANS.
i r
.CII
W 6 5 4} 3 2 1 19 18 17 OW EA -DEVELOPER
c FRONTIER ENTERPRISES
z r ATTN: MR. SHANE BOUCHAR D .
W r 8300 UTICA AVENUE. SUITE 300
RANCHO CUCAMONGA, CA 51730
Q ts7 . PFt (909)-354-800
FEET INDEX
�Y �! LOQ INDEX SHEET SHEET 1
SEWER PLAN & PROFILE SHEET 2
LOT
LEGEND
��
f-- 9 10 11 12 13 14 15 16 B" EXTRA STRENGTH VCP ;
O
MH •
V I SEWER LATERAL W/WYE
i
�1 EXISTING 15' VCP SEWER PER CITY BL
SEI RDDWG. NNDIC WORKS DEPARTMENT
N4T APN 0240- 021-18
ORANGE �1r.l��TS r�C�?r S 1���.�. 1J 123
�J Ir��.�, 1 r ! r n C foal SE 1/4 LOT 7 CONSTRUCTION RTES GUANTITIES
. I Pt7R N1►�1 �� L�J7 7
CONST. 8" EXTRA STRENGTH V.C.P. SEWER LINE 662 LF
1 `
2�- CONST. STANDARD 48" CAST -IN PLACE MANHOLE PER CITY STD NO. 2001 3 EA
(�3 - CONST. STD. 48" DROP MANHOLE PER CITY STD. NO. 2002 1 EA
Dm a-- CONST. SEWER LATERAL/HOUSE CLEAN-OUT PER CITY STD TJD. 200r 630 LF
SCALE= 1"�0' u- TRENCH AND RE -SURFACE 35' STRIP ON CITRUS AVENUE 125 SF
PER CITY OF FONTANA STD NO. 1006
210 FRWY.
WALNUT STREET .
EZY. S Lr NlY. SITE
L R/lf R�1[ R!
�• 32. �•
0. 8' S.5' 40' 40' 5.5' 8' . 5' 0.5 5' 8.5 20' 8.5' S' 0.5' z j
-� zLu uj
Z
2x
N2X CURB 2X CURB
cc
C ri w
SIDEIF,4LK PROPOSJ3D S2DEHFALtC SIDEIF.lL7C v BASELINE AVENUE N
9.5.-. 115' AC PAVING SIDEI/ALK AC PAYING
i7' 5' 13'
p 6' WATER 2" GAS
15' SEWER-- 8" SEWER �8" NATER
VICINITY tMAP
N.T.S.
TYPICAL SECTION STORM ORAAZN TYPICAL SECTION
CITRUS AVENUE ST" ANTONY LANE
N.T.S. N.T.S.
p REV. REVISION rEgr IPTT)ON DATE ENGR. Cm DATE CIN FONTANA,
ANAL A+IiLIF iJ�t
Ess, SHMU CONSTFAXTION OF THE AEQ(JIRED IMPROVEMENTS NOT BENCH MARC: CITY .BM #408
EN6ItERINS At+lO ASSOCIATES o ��t?t(� Cp COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL SENA z�o�rT PLANS
����' �.S" DO�ol' �^yc �`�l SHON HERON AND CARRIED FORTH IN A DILIGENT MANNER DRAWN BY: SCALE
LANG PLAMINSM AND CIVIL ENSINEERING s .AT THE CITY ENGINEER MAY FEQUIRE REVISIONS TO THE PLANS A�THE TOP OF NORTHEAST AA FIRERNER oHYDRANT TRACT 18907 i"=40'
_ 242 E. AIRPORT DRIVE, STE. 212 - SAN BERNAAOINO. CA 92408 W ND. 36361 A ^M TO BRING Tt M INTO COt�ORMAtVCE WITH COhOITIONS Aim MILLER AVENUE AND TOYON AVENUE. NED BY DATE:
.PHONE (909) (384-7090 EMAIL: sureshlsdengineering.net � EXP. 6 -3o -1i _ STANDARDS IN EFFECT. �p ST. ANTOyY LANE
ASHORE OATS KUIF ELEV. 135923
/ EB i�3�2054
,r CIVILYOU DOG
MING NO 1
1
T t�
CFEQCED BY: APPROVED I
V ��HL �•�l �"� 1 �t T �� OF C TOLL FLEE A OIL" SERWCE wX00-127-4 00
UMOERCROUM0 SERV" ALAR[ ' :.7No7 !
SURESH DODDLIH R.C.E..383di DATE A5 15ttILT- 11 3 ( i�T I3 T 2