HomeMy WebLinkAbout4377-1 STREET CONSTRUCTION NOTES*
POVERF ' T
ITEM DESCRIPTION QUANTITY
CONSTRUCTION NOTES
01 SAW-CUT EXISTING AC PAVEMENT & JOIN PER DETAIL ON SHEET 1. 700 LF
O2 REMOVE EXISTING PAVEMENT AND DISPOSE OF OFF-SITE. 7600 SF
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY
OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE CITRus
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED0 Ai Z &
O CONSTRUCT COMMERCIAL CONC. DRIVEWAY APPROACH PER CITY STD DWG 1002. 2 EA
BOOK") ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR WIDTH PER PLAN.
LATEST EDITION UNLESS OTHERWISE NOTED. APPROVAL UPON COMPLETION OF ROUGH GRADING.
SF ?� ( ® I
U O PROTECT IN PLACE. ADJUST TO GRADE AS NEEDED. --2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES ■ W . C. �,) AVE. ■
--
DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE SHALL BE RAISED TO FINISH GRADE BY THE PAVING CONTRACTOR UPON O5 REMOVE EXISTING TREE. 3 EA
PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY COMPLETION OF PAVING.
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTOREF • HITANACALIFORHIA ® CONSTRUCT CONC. SIDEWALK PER CITY OF FONTANA STD DWG 1006. 3900 SF
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL ' O7 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD DWG 1000. 500 LF
THE CITY ENGINEER. DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, D . R . 0 7 s 0 5
O8 STANDARD TRENCH REPAIR PER CITY STD DWG 1008. (WIDTH PER PLAN) 700 SF
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE SATISFACTION OF THE CITY ENGINEER. 90 CONSTRUCT 4-1/2" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. 6500 SF
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO START OF ANY WORK 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONSTRUCTION TO
IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. THE SATISFACTION TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE 10 REMOVE EXISTING FENCE. 100 LF
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL RECORD DRAWINGS TO THE CITY ENGINEER.
POLICIES, METHODS AND PROCEDURES DESCRIBED IN STATE OF CALIFORNIA �� -
MANUAL OF TRAFFIC CONTROLS, LATEST NON EDITION UNLESS OTHERWISE -- -- -_ - -- - - Y 11 REMOVE EXISTING CURB & GUTTER. 300 LF
DIRECTED BY THE CITY TRAFFIC ENGINEER. - \�-- - h REMOVE & REPLACE EX. ELECT. METER IN CONC BASE 1 EA
r P, . n - - - - - - - - - - - 12
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN - - - - 13 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD DWG 3001, SIZE 3 5 EA
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL - - - - - - - - -fir „ O
TIMES. U U CONSTRUCTP.C.C. USBAY AREA) 5000 SF
S
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--_ r-4 _� - - - ��- - - - - - e- 14 6" P. .C. (8" IN
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION } "°k k '�s" '' P' °
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM -: - _ - -BASELIN-E AN _ _ _ _ _ 15 CONSTRUCT BUSBAY PER CITY OF FONTANA STD. 1005. 1 EA
THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I
- 1
- , SHEET 47 <<
_ - - CONSTRUCT 6-1/2" MIN. A C OVER 12" MIN.N. 95% COMPACTED NATIVE SOIL. 800 SF
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET SITE LOCA T I N N r' - �` '
IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR ' `,y, -_. 1�. -- - �-'�
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT OF THE I l �� _ _ _, ,, '� 17 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. No. 1006 1 EA
DIVISION OF INDUSTRIAL SAFETY OF NE STATE OF CALIFORNIA, TRENCHES 14 . �� tT. _
LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN NE POTENTIAL _ D 18 CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SOIL. 150 SF
EXISTS FOR GROUND MOVEMENT. - • _ _ I _ ._ i � I __ -- _ .
i. „. LU :ri a " a I ; 19 CONSTRUCT SIGN PER SIGNING & STRIPING PLAN. 1 EA
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC j - > {' :
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT Q N ®%® I ,�' b w �,
PURPOSE. / ?- H 'I . . . . . O b 4 ®
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10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 1 ii Y w U.. I I■■■■■■■ O��N` -
Q �� iii -- 81 7iiiii,o Iii . - ""'• -,.. ', ® (n 1
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF fir/ AT iN? ` y O2 1 N ' M! _ - 1 1w1T
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND I Ib �'
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. NE CONTRACTOR SHALL ,¢ > 1 HHIFi
• 1 1 IP 4 , E1
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CONTRACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 1 / ACK .0 n N 1) R . '�� I d
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WORKING DAYS BEFORE EXCAVATION. ik I t. I I -1
Li' 1 , " - ..,l. I ., I I . SAWCUT & REMOVE EXIST,
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11. NE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL Z ti ' T NT/ /', ; _ _ PRI - •
I I • PAVEMENT
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, -J I ,f I r _ ?. ;
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, Q V I """ ..., � a ` 'l: I GRIND 0.10' MIN EXIST. NEW PAVEMENT
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD :::•••••••• b ""' �' '°-..:-
b' j' PVMT & OVERLAY 0,10' MIN
CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO I ... a a .{; 1 PER TYP. SECTION
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. _ "" "� b b -� 'r I S MIN
VICINITY MSP ; I 4. r I:®iiiitil II�
NOT TO SCALE _ _ I `-° v
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR -• -_ __. -._ - ._ ' Tr�i�:Li�i�iiiii
WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. . f ��•_���������0���� ����DDOO�O0�0000yr t„„. r 1..,< w , : 1 ;., ! d/I/��������..-----��.•
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY 1 � ,
FOR VALVE OPERATION AND WATER REQUIREMENTS. I 1 N 1WIlikkAkuMnUMEK
13. CURVE DATE REFERS TO THE FACE OF CURB. i' I
EXISTING PAVEMENT
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE I ` y I
i
OTHERWISE NOTED. ;! ,
UTILITIES NOTIFICATIONS: ' I � � JOIN DETAIL
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE PAVEMENT O
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE
PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATER SHEET INDEX MAP N.T.S.
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING COUNTY CUCAMONGA WATER DISTRICT TELEPHONE
DURING CONSTRUCTION. 9461 SAN BERNARDINO NO ROAD, - ENGINEER SCALE: 1"=80'
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, CUCAMONGA, CA 91730 SBC (PACIFIC BELL) DEVELOPMENT RESOURCE CONSULTANTS
3939 EAST CORONADO STREET, 2ND FLOOR
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE TEL: (714) 987-2591 ANAHEIM, CA 92806 800 S. ROCHESTER AVE., SUITE 4C BASIS OF BEARINGS
CITY ENGINEER. ONTARIO, CALIFORNIA 91761
SEWER THE BEARINGS SHOWN HEREON ARE BASED ON NE CENTERLINE
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, ATTN: LEE CORBY OF THE CENTERLINE BEARING NO'08'16"E OF TOKAY AVENUE PER
SIERRA
INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 8FONTANA TEL: (951) 359-2255 ATTN: STEVE REINER, P.E.8353ERRA AVENUE, TEL: (909) 230-5241 ETIWANDA VINEYARD TRACT, M.B. 17 PG. 29, S.B. co.
SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OF LICENSED LAND FONTANA, CA 92335
SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT CABLE TV BENCHMARK
OF THIS CONSECUTION SHALL BE REPLACED. THE CONTRACTOR SHALL (
TEL: 909) 350-6632 ADELPHIA COMMUNICATIONS (CATV) SOILS ENGINEER
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES 1722 ORANGE TREE LANE TOP OF CURB "ECR STA. 178+18.58, CITY OF FONTANA,
TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE ELECTRIC IMPROVEMENT PLANS, DRAWING NO. 3063 SHEET 17/21, DATED
MONUMENT. SOUTHERN CALIFORNIA EDISON CO. REDLANDS, CA 92374 SALEM ENG. GROUP, INC. DATED MARCH, 2003, ELEV.=1392.90
7951 REDWOOD AVENUE 4055 W. SHAW AVE. SUITE 110
18. NE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS FONTANA, CA 92335 ATTtJ: MIKE McMILLAN FRESNO, CA 93722
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE TEL: (909) 798-3588 X252 DATE OF SURVEY
MAINTAINED AT ALL TIMES IN NE CONSTRUCTION AREA FOR RESIDENTS ATTN: ANDREA SIMMONS WONG ATTN: R. SAMMY SALEM DEC. 23 AND DEC. 27, 2006
AND EMERGENCY VEHICLES. TEL: (909) 357-6518DEVELOPER TEL: (559) 271-9700
19. NE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE GAS AVICO INC. REPORT NUMBER: 206-674
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
THE GAS COMPANY 1260 S. LA CIENEGA DATED: JAN. 15, 2007
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED 16231 VALLEY BOULEVARD LOS ANGELES CA 90035
WIND VELOCITIES EXCEED 25 MILES PER HOUR. FONTANA, CA 92335 (310) 657-6576 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, CONTACT: AVI ARSHADNIA
MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE ATTN: JACK JERVISON THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON
PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION TEL: (909) 428-8411 THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE
WITHOUT WRITTEN APPROVAL. APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL - ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
OF THE CITY INSPECTOR. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIRONARY MEASURES TO PROTECT ANY UTILITY
LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
23. A GEOTECHINCAL ENGINEER SHALL CERTIFY ALL BACKFILL
COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE LEGEND
RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
DENSITY IS OBTAINED. SHEET INDEX CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHEET # DESCRIPTION PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF PROPERTY BOUNDARY LINE FS FINISHED SURFACE DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
THE SITE, NE SITE, THE CITY ENGINEER MAY TEMPORARY CENTER LINE G GAS 1 TITLE SHEET PROJECTS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENT. ENGINEER.
EX. GROUND GB GRADE BREAK 2 PLAN AND PROFILE - TOKAY AVE.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS PAVING NOTES:
-160- CONTOUR HP HIGH POINT 3 PLAN AND PROFILE - CITRUS AVE.
SHALL BE APPROVED AT NE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. oQ RETAINING WALL LA LANDSCAPE AREA 4 PLAN AND PROFILE - BASELINE AVE. 1. PAVING SHALL BE PERRORMED IN 2 SEPARATE LIFTS. THE CONTRACTOR SHALL ALLOW FOR 2 PAVING
o+ 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, BW BACK OF WALK LP LOW POINT - "MOVE-INS". THE FIRST MOVE-IN REQUIRES 3 1/3" BASE PAVEMENT AND THE SECOND MOVE-IN
4 COLOR AND FINISH TO MATCH EXISTING CONCRETE. 5 TYPICAL SECTIONS REQUIRES 1 1/2" OF PAVEMENT, CLEANING, TACK COAT, AND PAVING UP.
C&G CURB AND GUTTER O.C. ON CURVE
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN NE FACE OF NE 2. THE SITE WILL BE ROUGH GRADED WITHIN 0.2 FEET, AND CLEARED OF ALL TREES AND DEBRIS,�, CURB AT THE LOCATION OF THE SEWER LATERAL. CF CURB FACE R PROPERTY LINE
I THEREFORE THE CONTRACTOR DOES NOT INCLUDE THIS AS PART OF HIS/HER WORK.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND CL CENTER LINE RAW RIGHT OF WAY
REINFORCING STEEL HAVE BEEN PLACE INSPECTED AND APPROVED. E/T ELECTRICAL SD STORM DRAIN
go
29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND FF FINISHED FLOOR SW SEWER
c,_ APPROVED PRIOR TO PAVING OF STREETS.
FG FINISHED GRADE T TELEPHONE EUTHORIZED
TION:
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT IC TOP OF CURB ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
o E PAVEMENT PRIOR TO PLACEMENT. FH FIRE HYDRANT
E� FL FLOW LINE TG TOP OF GRATE CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY TW TOP OF WALL
b E0SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
3 o TF TOP OF FOOTING
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or URderg round Service 17;rt REV. REVISION DESCRIPTION DAT NGR. CITY DATE D�Pe10 leIlt �� OIl1'ce CIIIl$Il1 nt$ Inc. CITY OF FONTANA, CALIFORNIA
�
SHOULD CONSTRUCTION OF TIE REQIEDROVEMENTS p
�N ORE' � 01'E$$/ ID Civil Engineering • Land Surveying • Land Planning
o eEF Y� NOT Ca CE Wm v TWO YEARS OF TI-E DATE OF oQR OrIi9� I` :00 S. ROCHESTER AVE, SUITE 4C, ONTARIO, CA 91761-8171 STREET IMPROVEMENT PLANS
N N _ G o C a I I: TO LL FREE P A 909) 230-5241-PH (909) 230-5246-FAX
L Q ,`3 ��`' :'�, DRAWN BY:
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3 c, APPROVAL SHOWN HEREON AIS CARRED FORTH N A
\ 1 - 8 0 0 � m m TITLE SHEET SCALE: AS SHOWN
ai �' No. 41308 z
E DANT MAI _R, THE CITY ENDER MAY REQUIRE * / DESIGNED BY: /
Z v \ \. 2 2 7 - 2 6 0 0 Exp. 3/31/09 / , 0 DATE:
cp a \\\�� ' REVISIONS TO TIS PLANS TO BR VG THEA NTO �q7 CIV1� ��� STE REINER, P.E. R. E. 41308 DATE tJ�J . ) /�-. DR. NO.
o10
F OF CA��E�
U. TWO WORKING DAYS CONFORMANCE WITH COI�(TIONS AND STAIMARDS �V EFFECT. Designed by. Drawn by Checked by CHECKED BY: APPROVED BY: L -i:1 �/ A���
o BEFORE YOU DIG c�� c `F
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CITY/ENGINEER R.C.E 51152 DATE