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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE ix 6,
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LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THCONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
UTILITY- CONTACTS
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE AP ROVAL OF THE CITY ENGINEER.
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
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4. CONSTRUCTION PERMITS SHALL BE OBTAINED F
SOUTHERN CALIFORNIA EDI
SON
ROM THE ITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO
300 IN PEPPER AVE
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THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK
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IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 1
RIALTO CA 92376
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5. THE CONTRACTOR SHALL CONFORM TO ALL TRAF UNDERGROUND: (909) 357-6233
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FIC CONtROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA :D +
�0 TRANSMISSION: (909) 875-5100
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MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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Lol DISTRIBUTION (909) 357-6233
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6. IT SHALL BE THE RESPONSIBILITY OF THE CONTR cl,
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ACTOR �O MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL w V) + 0
TIMES.
z FUTURE 10P OF CURB
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1550� SOUTHERN CALIFORNIA GAS
►04% 18 FT LEFT' U
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 'TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE m cn Ri'2 1550 1981 LUGONIA AVE
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
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I PROP. OP OF CURB REDLANDS, CA 92374
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8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER TdAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OFTHE GROUND + ATTN. JOHN OATES
EMERGENCIES: (800) 427-2200
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OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
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1546
i FUTURE TOPOFCURB
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. .1t
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@ 18 FT LEFT
1546 FONTANA WATER
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN 111E PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 1544
8440 NUEVO AVE
LEF T AT MICHAEL MCGRAW
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 4 FONTANA, CA 92335
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PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING
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DAYS BEFORE EXCAVATION.
(909) 822-2201
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11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WIT N ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, I-
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CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 15 + U� 1400 E PHILLIPS RANCH BLVD
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CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
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ONTARIO, CA 91766
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1552 V) ATTN. STEVE HOCK
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRAdT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 01"t
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CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 1552 (800) 422-4133
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13. CURVE DATA REFERS TO THE FACE OF CURB. 1550! Ln
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48; 00
E XIST� CENTER LINE PROFILE
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCLPT WHERE OTHERWISE NOTED. Lc) 3.31 % 1205 DUPONT AVE
15 0 ONTARIO, CA 91761
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHA 1 C5
3 1548
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PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING ATTN. JACK HAY
ILL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE Ln oo
CONSTRUCTION.
1546 J2� (909) 390-4738
35%
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16. THE CONTRACTOR SHALL NOT DISTURB EXISTING
SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THEI !
CITY ENGINEER. SEWER
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CITY OF FONTANA
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTRO , INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 7+00 1544 8553 SIERRA AVE
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 8+00
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR HALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 9+00 FONTANA, CA 92335
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. (909) 350-6632
PROFILE SCALE
18 -0-0-0-i APN: 0226-011�-024
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RI)SIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE VERT: 1 =4 6204 COOPER TU
MAINTAINED AT ALL. TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 0 E�
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19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN HORZ: 1"=20' I w
AN EFFE�TIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. APN: 0226-018-025 0 M z
1 0 _ APN: 0226-018-030
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20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. <0 11 LU 0 < (VACANT)
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21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 6 0 cl:: _j 0
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ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION bi OL
WITHOUT PRIOR WRITTEN APPROVAL. T lt� 3::
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22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. \ 7--, C) a- m
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23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL tOMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING :4- -7 a, x jit d 00 PROP d W 0- _00
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OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. VSAT E N• In Uj
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EXIST RJW 00
24. CARE SHOULD BE TAKEN TO
PREVENT GRADES, D F TAPER 0-0-0-0- -0-0-0 z
ITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, (1547.52) E L .07 EP c4j
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. �P 10 1 L
C7:) 10:1 TAP
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C> Lr)
cr) EDGE OF PAVING+
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO + . . . . . . .
THE CITY OF FONTANA STANDARD DETAILS.•
(1546.0 EP (1547.72) EP SAW -CUT LINE =1549.05)' EP 1550.98 E +
552.28 E Ln
54 1553.50 E
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 8+00 -4- 9+00
_N00*04'00"W1 10+00
69' rn4-,
27
00 1549.24�F (L551.17) F�/
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN CE OF THE CURB A.T THE LOCATION OF THE SEWER LATERAL. -1 EXIST AC PAVEMENT
THE FA FS
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28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. COOPER AVENUE M
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 74
EXIST
30. APPROVED SOIL STFRILANT IS REQUIRED UNDER ALL NEW ISPHALT PAVEMENT PRIOR TO PLACEMENT. E7TST- A
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31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY EXIST R/W
-
SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADIN '
PLAN -
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ENGINEER NOTE: SCALE 1 20' 0 5 10 15 20 40
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER SUBSTRUCTURES SHOWN ON THIS DRAWING WERE OBTAINED BY A RESEARCH OF THE RECORDS AVAILABLE. THE CONTRACTOR IS
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON REQUIRED TO LOCATE AND TAKE PRECAUTION MEASURES TO PROTECT ALL EXISTING UTILITY LINES.
COMPLETION OF PAVING. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HO
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LID THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. I
TO THE SATISFACTION OF CITY TRAFFIC ENGINEER. COWSTRI/C77my rlc-s
LAUGEW �,ffo Ql1ANr1rV
35. CONTRACTOR .SHALL RELOCATE AND/OR REPLACE LANDSCA ING, SPRINKLERS AND , SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE @ CONSTRUCT 6" CONCRETE CURB PER CITY OF FONTANA STD. NO. 1003 63.5 LF
SATISFACTION OF THE CITY ENGINEER. 1' MIN TC = TOP OF CURB CONSTRUCT RESIDENT IAL DRIVEWAY APPROACH PER CITY STANDARD PLAN NO. 1002, W=12'. 156 SF
36. AS -BUILT DRAWINGS .SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE FL = FLOW LINE CONSTRUCT 4 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTEC NATIVE. 1,980 SF
CITY ENGINEER. CL 3�: �_ Llj CURTIS AVE > i
Lei < :D _< (,) = EXISTING ELEVATION @ SAWCUT & REMOVE EXISTING AC PAVEMENT. 105 SF
NEW PAVEMENT 5' < cl� FS = FINISH SURFACE Q CONSTRUCT 5' WIDE SIDEWALK PER CITY STANDARD PLAN NO 1006 260 SIF
SECTION -EXIST AC x LJ
30 EXISTIN� IMPROVEMENT ��AEMENT
WESF JE 0 SITE C) EG = EDGE OF PAVING GRADE AND COMPACTi NATIVE SOIL FOR DRIVEWAY TRANSITION. 76 SF
EAST "Iw
12 18 18 12 N"'GRIND 0.10' MIN A.C. PAVING REMOVE AND PLANT NEW TREE ON PARKWAY 3 EA
CARTER AVE
PCC SURFACE @) CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO.3001
0.5 9 5 LAP JOINT DETAIL AND OVERLAY 0.10' MIN 1EA
-1-5 1.0 N. T. S. VICINITY MAP BENCH MARK: BASIS OF BEARINGS:
ELEVATION = 1538.62' ID 11/8 THE N00'04'00"E ALC NG THE COOPER AVENUE
2% (s=2.5%) (s=2.11%) N. T. S. I TRACT NO. 2177, MAP BOOK 31/51, CITY OF FONTANA,
(2% +) COOPER AVENUE @ CARTER TOP FH AT N/W COR.
STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY.
n4 SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA
\�OFESSI, Prepared Under The Supervision Of
IMPROVEMENTS NOT COMMENCE WITHIN TWO ��'ll I t K , cl- OSCAR J. RODRIGUEZ STREET IMPROVEMENT PLAN
o VVVVVVVVYI YEARS OF THE DATE OF APPROVAL SHOWN HEREON RZ ENGINEERING
COOPER STREET CROSS -SEC TION Qrj c =) 9 2 9 6 DRAWN BY: SCALE:
DIAL Lj 8342 CHENILLE COURT 6204 COOPER AVE
N.T.S. YOUOD
E TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE ir 4 OJR AS SHOWN
DAYSBEFORE FONTANA, CA 92335 TI SHEETTI 5.5 IG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE c -
DESIGNED BY:
DATE:
(909)42 641 (310)995-1681 Oif C STRUCTION ES,,&,-�UANTITY ESTIMATES
TOLL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH OF CAUE 'CHECKED BY: 7/22/09
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. Date wnlej P R VEU DRAWING NO.:
SCAR ODRIGUEZ R.C.E, V9 -266w- DATE.
OJR CITY ENGINEER ___7-.C.E5jj52_ 4808
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