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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS C(m vo 7 1' (GF FOR7AH49
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CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
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AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.07 in Al
CONSTRUCTION (GREEN BOOK'I ALL REFERENCE SPECIFICATIONS ,
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, o ND AVE
NOTED. COLOR AND FINISH TO MATCH EXISTING CONCRETE.
2. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO VICIM Sr
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OFtit
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THE CURB AT THE LOCATION OF THE SEWER LATERAL11"IFRE"�PF w'� A
.
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR fqG a FOlff ANA
Y
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED ANDHi
CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS.
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4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT A� Q
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT.
DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT , , -=A==11
WORKING APPROV
RIGHT-OF-WAY WITHIN AYS PRIOR TO THE THE CITYTART LIMITS F CALL (09) 50 ANY WORK IN PUBLIC
7B 10. BY SOILSTO OESTSDTAKEN AFTER COMPLETION AL OF THE CITY EOF ROUGH GRNGINEER AS ADING DETERMINED
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5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF r °
+ FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED B A I
ICT
EDITION UNLCALIFORNIA ESSAL OF OTHERWISEDIRECEDFIC RBSTHE CITY TRAFFIC ENGINEER. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA ( r 29 28 ' , - jjj11', PEO'�
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. I I I LOCAnori
I 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NTS
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN I i
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. ALL
MANHOLES,
EORAISED TONFINISHED MGSRADE BYTHE PAVING ONTRACTOR I ' I___30
27
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION UPON COMPLETION OF PAVING. - AW4
- - - - - j
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH I i -
34. ALL SIGNING, COMPLETION
CONSTRUCTION,
NAND OTHER CONTRACTOR
RESTORE , 31 26 15 - - [
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY�r-, - - , - - - - �`
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) - - - - - - -
GROUND ORFEET IN DEP TH OTHER APPROVED MEANS PURSUANT TO SHALL BE GUARDED BY SHORING,OTHEGREQU REQUIREMENTS OF THE35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, X16 r 1 i 2 [ 16 51 p /
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION 32 J
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION OF THE CITY ENGINEER.
TRENCHES ESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN � I r I :�_� . �' ,
THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO �I I 24 17 I 50 �`
THE ENGINEER OF RECORD WHO SHALL PROVIDE RECORD DRAWINGS I 33 i i 52 53 54 55 56 57 58 59 60 61
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC t ( I
TO THE CITY ENGINEER. � I r
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
THAT PURPOSE. i 1 I 49
crrY of F®��T �OT�rT���� L��T � I � 34 23 8 �
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM A, (� II i i G
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE CITY OF FONTANA S.B.C. INC. 48
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM IIII i , ' ,
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE 8353 SIERRA AVENUE 3939 E. CORONADO STREET (20
21 I
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT FONTANA, CA 92335 ANAHEIM, CA 92807 ' (l
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 350-6632 (714) 666-5500 I I r- 47
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11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT � I � $ - - - ,
ATTN: DENNIS FREEMAN (800) 227-2600 ' r
-
UTIL
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MPANIES
TELEPHONE, IOEL CTRICC CABLIE TELEVISION, G, BUT NOT LILAN LANDSCAPING, 1981 W. LUGONIA AVENUE I' I 46
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, REDLANDS, CA 92374 COMCAST (CABLE TV) I I _ _ _ _ _
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STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY (909) 335-7547 ATTN: JACK HAYES
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
WORK AROUND THEIR FACILITIES. ONTARIO, CA 91761
SO. CALIF. EDISON COMPANY (909) 390-4738 I 2 45
4 41 4 4 44
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 300 N. PEPPER AVENUE I I I I 37 38 39 0 3
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. RIALTO, CA 92376 VERIZON III CONSTRUCTION NOTT, TE QIP OUMMES
CONTRACTOR SHALL COORDINATEWITH THE APPROPRIATEWATER 909 820-5598 -UNDERGROUND ATTN: STEVE HOCK
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. i I THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
213 637-1233 -PIPELINES ONTARIO, CA 91766 OWN QUANTITIES AND BID A COMPLETE JOB.
909 357-6505 - DISTRIBUTION 800 422-4133
13. CURVE DATA REFERS TO THE FACE OF CURB. ( ) I I II
800 422-4133 I r I �, 1 CONSTRUCT 4" AC PAVEMENT MIN OVER 12" OF 95% COMPACTED NATIVE SOIL
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT TTN: I WATER COMPANY , I IIP I I, (SEE GENERAL NOTE 31 & 32)) 2,154 TONS
ATTN: MICHAEL J. McGRAW
WHERE OTHERWISE NOTED. CRAWFORD CANYON MUTUAL WATER CO. "
8440 NUEVO AVENUE SCALE: 1 =100
ATTN: BASIL J. FABRIZIO 2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 3,833 LF
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE(909) 463-9580 FONTANA CA 92235
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK (909) 822-2201 3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 8 EA
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FAX: (909) 823-5046 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. N0. 104, W-8' 3557 SF
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION. 5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN - 23,693 SF
6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE _ 12,993 SF
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109 11 EA
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER. 8 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 2
(WIDTH AS SHOWN ON PLAN, SEE SHEET 5) 2 EA
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 2
B A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.ATE }^' NOTICE TO CO CTO : LEG � A A � T 0N.S.- (CASE AS SHOWN ON PLAN, SEE SHEET 5) 2 EA
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES INDICATES PROPOSED A.C. PAVEMENT 10 INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. 1016 8 EA
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ® INDICATES REMOVE EXISTING A.C. PAVEMENT 11 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS STDS. 3 EA
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
REPLACEMENT OF THE MONUMENT. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT: AND/OR GRADE 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 5 EA
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE ® INDICATES OVERLAY EXISTING A.C.PAVEMENT
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER - - -INDICATES CENTERLINE 8-SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2 5271 SF
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.- - - - INDICATES RIGHT-OF-WAY LINE 15 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET 2 6080' SF
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED - - - - INDICATES EXISTING IMPROVEMENTS
RESIDENTS AND EMERGENCY VEHICLES. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME --0300- INDICATES EXISTING CONTOUR LINE 16 CONSTRUCT 8" PCC CURB &GUTTER PER CITY STD. DWG. N0. 1003 466 LF
E AND MAINTAIN AN EFFECTIVE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 17 GRADE EXISTING GROUND AS NECESSARY TO DRAIN 1 EA
19. THE CONTRACTOR SHALL PROVIDE
AN UAE WATERING AT OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND X�F -� STREET LIGHTS
MEANS OF DUST CONTROL, IN ADEQUATE PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND DIRECTION OF FLOW18 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER WITHIN CONSTRUCTION AREA 100 LF
ALL TIMES. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHERo' '
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY FIRE HYDRANT These Record �ocuniets have b��n pz ,vo 19 INSTALL 9500 LUMEN HPSV 100 WATT, 10 25 FT. LUMINAIRE PER CITY STD. 1016
based on information provided b others. � �.� �-�;� � ( # ) 2 EA
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF p y��¢ ?
WIND VELOCITIES EXCEED 25 MILES PER HOUR. WORK ON THIS PROJECT, 20 INSTALL BARRICADE PER CITY STD. DWG. NO. 115. 1 EA
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE design Professional has not verified the accuracy � hlo. a��7s � ;� �
OF THE DESIGN PROFESSIONAL. and/or completeness of this information and shall Exp. 6/30/tom'
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CB CATCH BASIN TC TOP OF CURB not be responsible for any errors or omissions
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT FL FLOW LINE FS FINISH SURFACE c y be i corporates herein as a result�y
o� 0,
PRIOR WRITTEN APPROVAL. R/W RIGHT OF WAY EC END CURVE -
BVC BEGIN VERTICAL CURVE BC BEGIN CURVE
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL EVC END VERTICAL CURVE BCR BEGIN CURB RETURN
OF THE CITY INSPECTOR. LP LOW POINT ECR END CURB RETURN
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. UNA CHMM AM 006". LOC LENGTH OF CURVE MOC MIDDLE OF CURVE
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
DENSITY IS OBTAINED. FOR, 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.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE
SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE BASIS 02c E IGS:
SWALES ENTERING OR LEAVING IMPROVEMENTS. THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS
N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS,
PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO.
REV REVISION DESCRIPTION DATE ENGR. CITY DATE
B CIM Prepared By: CITY F FONT CALIFORNIA
Q SHOULD CO���T1a3UCTI0Y� OF REQUIRED QRpF ESS ioNq s
OPRO w 1`'OT C01!� CE PREPARED FOR: ALLARD ENGINEERING IMPROVEMENT
fie +
O SOF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK NO. 361. I I��oP �p S. Hq,y�� Fy STREET 1 , ®! i ! ` '�` L
o j The StrBthem Group � � � Civil'' Engineering Land Surveying -Land Planning � � � G% DRAWN BY.
EHOCJN ON AND CARRED F03TH IN A RAILROAD SPIKE IN NORTH FACE OF POWERPOLE - 8253 Sierrae Avenue
W m AE TRACT NO. 16271-1 SCALE:
2201 Dupont Drive, Suite 300�'� No. 43976 m AS NOTED
DILIGENTTI: CITY ENG- KAY NO. 1536697E AT THE SOUTHWEST CORNER OF Fontana, California � �
DIAL TWO WORKING Irvine, CA 92612 BASELINE AVENUE AND SULTANA AVENUE 09) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY: - DATE.
]BEFORE ,�� DAYS BEFORE REQ REVISIONS TO THE PLAN'S TO (9
�k AE - TITL H� � DECEMBER 2003
Y ❑ U DIG YOU DIG R G Illl'I'0 CORM .CE MH (949 949 833-1554 833 7853 226 `� P APPROV BY: DRAWING NO.:
( ) � j - Z-0 - O 9T � 1 v ► � ��'� CHECKED B ' 1
David S. Hammer, A.C.E. 43976 Date F O •
TOLL FREE 1-800-227-2600 CO�DITIOr�� AND STArID L`I ir' CT �F CALIF ml .,
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �• ELEVATION: 1365.01 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152
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