HomeMy WebLinkAbout2091 art FEET AFROV0 NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" CIOTY OF FONTANA
THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. EA S T A VENUE
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. INTERIM STREET IMPROVEMENT PLANS
CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION rnN tn
OF INDUSTRIAL SAFETY. c,
UJ + F- o
+
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH w
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS J0�-� rn J
K ►-�� Kms-
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE `t ►)Ln 1n in Q PO N o
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
N 0naon 0 •trn
1n 1-i M .J 1n M
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. F-: v°'°'°' F-: v M°' 13+45.09-22.00 LT
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT 1195.54 FG
10+00.00 EAST AVENUE 1195.92 TD
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. =FOOTHILL BLVD. (SR-66) O EXISTING A.C. DIKE 6 2 10 5 O
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 1194.82 FG STA. 11+19.39 ^
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE BEGIN OVERLAY 11+25.00 11+50.00 8 O
1193.75 FG 1193.76 FG 12+50.00 .�
1193.77 FG 11+75.00 12+00.00 12+25.00 12+75.00
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE ;o 1194.59 FG
10+25.00 10+50.00 10+75.00 11+00.00 8 6 1193.82 FG /F194.02 FG 1194.30 FG 8 1194.89 FG
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT s
6
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 1194.66 FG 1194.38 FG 1194.05 FG 1193.83 FG
jo _ CITY OF RANCHO CUCAMONGA
TWO WORKING DAYS BEFORE EXCAVATION. N00'11'30"E ..• Vjik „ �AMDWE CITY OF FONTANA
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES •• (T ) RI410E UNE A 1 +75.Ck� 1195.18 FG \13+25.00 13+45.09 W
TELEPHONE ELECTRIC CABLE TELEVISION .1 F 1195.51 FG 1195.78 FG Z
INCLUDING, BUT NOT LIMITED TO, GAS, .� ' >+ .
LANDSCAPING, LANDSCAPE, IRRIGATION, 9 11#SIJ+ * 11 4.81 ';
DOMESTIC WATER RECLAIMED WATER SEWER H Ii
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN d 11� """"•'"'",r ,''" �. ,4 a`. 6 STA. 12+90.34-25.00 RT. _
119.6!! f T END A.C. DIKE V
TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 1194.32 FL ~
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES -_ 1194.99 TD
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH
THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I FL RIDGELINE 2 12+50. B
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13. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 11+75.00 1193.84 FL EXISTING R W
TO MATCH EXISTING CONCRETE. 1193.07 FL 194.51 TD
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 11+20.39-34.50 RT. 1193.74 TD
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE C/L FOOTHILL BL 1192.63 FL EXISTING ACCESS ROAD
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION STA. 11+45.39-25.00 RT.
CONTROL STAKING DURING CONSTRUCTION.
BEGIN A.C. DIKE
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, M1192.92 FLONUMENT TIES OR 1193.59 TD
BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ST. STA. 12+86.43
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, STA. 11+45.39-27.50 RT. C/L GO INLET
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR BEGIN PIPE 11195.00 TC
LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 1192.92 FL 1193.43 FL IN)
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 1193.34 FL OUT) GRAPM SOME
2f7 0 io 20 40
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TOMONUMENTS CAN BE ESTABLISHED EX.
FOR LATER REPLACEMENT OF THE MONUMENT. R/W ' - 20,
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION I CONSTRUCTION NOTES
AREA FOR RESIDENTS AND EMERGENCY VEHICLES. INSTALLATION DRAWING AM��b�
P.O. em i40
QUANTMES
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, Aw� chwam EX. GROUND
INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, I=Di1� I~ S100K: Load Class E Asphalt M-�440" ..'M r....,, PROP. FG O1 CONSTRUCT 6" PVC (SDR-35). 107 LF
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION PROP. 8" A.C. DIKE
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES TO THE SATISFACTION OF THE CITY ENGINEER. ,��„� O,,r,� ( 2 2O CONSTRUCT 12" PVC (SDR-35). 148 LF
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO 31.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FPROP. A.C. 3O CONSTRUCT GO INLET (W/ BICYCLE PROOF GRATE) PER CALTRANS STD. PLAN D746. 1 EA
TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD AW%ILT
BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY ` . »
DRAWINGS TO THE CITY ENGINEER. o 'A"001""` (2 PVC) 4O CONSTRUCT G3 INLET (W/ BICYCLE PROOF GRATE) PER CALTRANS STD. PLAN D73. 2 EA
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. � � SDR--35
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. C" c;v= NO
NOW" FL (PER PLANCONSTRUCT 4" ACO DRAIN S100K AND APPURTENANCES PER 20 LF
) 5O
23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 1. ALL DRAINAGE FACILITIES INSTALLED PER THIS PLAN ARE OWNED AND + ' MOR`"'°' ACO SPECIFICATIONS (OR APPROVED EQUAVILENT).
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 6O SAW CUT EXISTING PAVEMENT. 332 LF
MAINTAINED BY THE CITY OF FONTANA. .-,., •
2. CONTRACTOR TO OBTAIN A NO FEE CONSTRUCTION PERMIT AND A SEPARATE • �� 9-824. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING LANE CLOSURE PERMIT FROM THE CITY OF RANCHO CUCAMONGA. CONTRACTOR O7 REMOVE AND REPLACE EXISTING A.C. PAVEMENT WITH 5,231 SF
CUCAMONGA ADDITIONAL INSURED WITH AN ADDITIONAL INSURED EN
STREET IMPROVEMENTS.UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TO PROVIDE LIABILITY INSURANCE CERTIFICATE NAMING THE CITY N RANCHO r,•, r N. T.S. 6.5" MIN. A.C. OVER 12" MIN. NATIVE (957. COMPACTED)
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. DORSEMENT PER CITY OF FONTANA STD. DWG. NO.1000.
25. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE AND WORKMAN'S COMPENSATION. ALSO A CITY OF RANCHO CUCAMONGA
BEEN PLACED, INSPECTED AND APPROVED. BUSINESS LICENSE 1S REQUIRED. 8O GRIND EXISTING AND OVERLAY MIN. 0.1' PAVING. 1,809 SF
26. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR momO9 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA
1 EA
�. K"".....,~«...�. .��.�..�..��.�.�.w~0�....a0 Vwww wwwOwo. o�..M STD. DWG. N0.109.
TO PLACEMENT. ..w..
L A w.�Yww www ww0 M m0 Ps b m ww� ,&& 1N wrw�a."M w w w�w•PMlw
7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT : ,�.,.,..,.. .�.,...,..r..w.w.~w q*rm ,^r dwo Vw Wp .,Vw Ow„w edea
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
'' ftftr Is NM"`M bwhft . M.bwag .1tr.wyld.4sW& 10 REMOVE AND REPLACE IN KIND EXISTING A.C. DIKE 45 LF
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FG (PER PLAN) TO FACILITATE CONSTRUCTION OF INLETS AND GRATE.
�A�00 SPECIFICATION CLAUSE ��"'"°'''"` 6.5" A.C. PAVEMENT
2B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES ''0 •" 11 CONSTRUCT 8" A.C. DIKE (TYPE "A") PER CALTRANS 145 LF
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING nk 440-� Z
CONTRACTOR UPON COMPLETION OF PAVING. ""''`` ''"" S100K Trench Drain System ..'w'...w� 6" Rr PVC (SDR-35) STD. PLAN N0. A87.
29. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE �, w CONCRETE SLURRY °° oo ° ° °o o •
ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL , �� r•1�•�r.y 0 .w"reft"m ., "«.�..e In *Mft km M .w BACKFILL °
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. .��+ �('�) ww. .NN w0+ .0.3 k (�)wmrr1 .wM wr.W41-4n
o °
b"1�. •�Ws pwc tmA omm" *M two a 4.s k. (114mm)..�o" 40.w 9 R
w .m %wftd sww..Ow.M w Mow pobM16 12' 957. COMPACT NATIVE REMOVE AND REPLACE EXISTING A.C. PAVEMENT
BENCH MARK: ?..� »by ACO P*w.Pop" , M& My«N.«w .r pwW .y.ew, �
RD!�' 111 DSC lRAM'!U �:(>IOA! IMNOF�O Clt10 NOA wff 1lAIA drEll.1 AlI �0 ...w"++�•�,w0bd.0wd "�+•h.Mwr.co.�,.� *q*w �,.b.
WIS OF 'R�°: CITY OF RANCHO CUCAMONGA ��.so �.��� � � �► .• eo�c�ory A
`1000 j` w""�'� �''`'"''"'""''''" "'`'w"'°1i`' '''" GRIND EXISTING PAVEMENT AND OVERLAY MIN. 0.1' A.C. PAVING.
OE d1ET AVE A�NEJMAU!!D W1w!!!1 MODt.L ILVD. M ML.lM AVE Approved By DATE: ,A• .1u "i.�.�*ad W "�wMO ".:w�4dit 40 wd..r.1. N. T.S.
N00"1r,0'E
CITY ENGINEER RCE NO. 24953
O �►. RErlslon oEscRIPTION DATE EhcR. CITY DAIS SM-ESR CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO rr!
'0'"itAEIAI�CASC STREET IMPROVEMENT PLANS
e-sYEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT `�� E N G 1 N E E RI IBJ G DRAIN Or EAST AVEi scNE
DIAL 837 SOUTH vtlA UTA. SUITE 500 COLTON, CA 92324 D S• >BTI$T�ypR g 1'-w '
Two ORE MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO . n DESKAI D BY:
BEFORE DAYS BEFORE # * Rr+. (�) 7Q3-oio� FAx (909) 7d3-o�oe - BTAr D�TO gT� D{�p� DATE:
YOU DIG Exp.CO-30-N �
TOLL FREED I-Aoo-227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ,�'l I�I ,��� PREPARED ARIC U. R.C.E. NO. �, CHECKED �; DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT f OF CAV OV
t o z z3 0 51 1
��' CITY ENGINEER R.C.E. 51152 DATE: ��