HomeMy WebLinkAbout3989-20/\
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T /�\V) I , n LFR - EA TH ND h� CENI
IA I u K A . IL�l JL,,J IE TURtl V� H 1 1 L A F1 / I COMPwUNITY ER
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, -
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONOUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES ThAlT IVE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTK, THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON PHIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMUENCEMENT OF ANY WORK,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES. EEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIO
CONTRACTOR SHALL COMPLY WITH ALL N.P.D,E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH, GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND L/DZ ETC.
..SCALE IN FEET
i " 2" Y 41'
'0551c-10 SUMMIT A VENUE FONTANA, -ALIFORNIA 93450
,fo Y -9 C
GENERAL GRADING NOTEa-
ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY
OF FONTANA STANDARDS AND SPECIFICATIONS, CHAP7ER JJ OF THE
CALIFORNIA BUILDING CODE, 2001 EDITION, AND THE CONTRACT DOCUMENTS.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. 1"HE SOILS
REPORT PREPARED BY RMA GROUP, 10851 EDISON COURT, RANCHO
CUCAhfONGAl. CA 917,30, (909) 989-1751, AND ANY AMENDMENTS THERETO,
ARE HEREB Yl MADE A PART HEREOF.
PRIOR TO THE START OF GRADING� ALL, EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES,
AND ROOT SYSTEMS, SHALL BE REMOVED FROM, rHE SITE TO THE
SATISFACTION OF THE SOILS ENGIN-FER.
AFTER STRIPPING EXISTING DEBRIS� ANY EXISTING LOOSE FILL OR DISTURBED
NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS
ENGINEER.
THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER,
AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN RE MADE IN
ACCORDANCE WITH THE SOILS ENGINEER"S RECOMMENDATION AND AS
CONTAINED IN THE SOILS' REPORT
THE EXPOSED SOILS SHOULD PHEN BE SCARIF/ED TO A MINIMUM DEPTH OF
6 INCHES, BROUGHT TO PROPER A401STURE CONTENT AND COMPACTED TO
A T L - EAST 90%v OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S. TA4
0-1557-70 METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING
CONDI TIOM
COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY THE SOILS
ENGINEER.
IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUN7FRED
DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING.
DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND
BUILDING CONSTRUCTION OPERATIONS
PROTECTIVE MEAISSURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT
A DJA GEN T PROPER TY A T A' L TIMES DURING CONS TRUC TION. PRO TEC� T1 VE
MEASURES SHALL BE TAKEIV BY THE CONTRACTOR SO AS NOT 7-0 CAUSE
ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR
ADJACENT PROPERTY ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE
REMO VED IMIMEDIA TEL Y
ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED
AND TESTED BY A LICE'E-AISED SOLS ENGINEER
APPROVED BY THE ONlAiER, AND il,"OMPACRON REPORT5 PROVIDED FOR CITY
APPROV4L.
PRIOR TO THE START OF ANY BUILDING CONSTRUC77,0N. THE CONTRACTOR
SHALL FURNISH 'THE ARCHITECT OWNER AND THE CITY WITH THE CIVIL
EA'GINEER'S PIAVRITTEN' OPINION THA T APPROVED PLANS AND COMPACTION
REPORTS ':-POa THE SOILS
ENGINEER THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN
08 T flVED.
NO GRADING SHALL COMMENCE V11PHOUT OBTAINING GRADING PERMIT AND
NO TIF"iIING GRAIDING INSPECTOR 2`14 HOURS PRIOR TO
THE START OF WORK.
PRIOR TO THE COMPLETION OF THIS CONTRACT THE CONTRACTOR SHALL
OBTAIN COMPACTION REPORTS FROM THE SOILIS ENGINEER THAT THE PROPER
SUBGRADE COMPACTION HAS BEEN OBTAINED) AND SHALL FURNISH SAID
REPORTS TO THE OWNj':-R FOR APPROVAL.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN
PLANS ANDIOR FIELD CONDITIONS IMA-IfEDIATELY TO THE DESIGN ENGINEER
FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
ALL MANUFACTURED SLOPES ARE 2(H). I(V,) UNLESS OTHERK#SE NOTED ON
THE PLANS. NO SLOPES SHALL BE CONSTRUCTED STEEPER PHAN 2(H):
SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL
DATA. CUR VIEF DA TIA, BEARINGS, DISTANCES. ETC.
PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL
OB TAIN THE Cl VIL ENGINEER'S WR' I TIEN OPINION THA T THE PROPER
SUBGRADrr__ ELEVA TIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID
WRITTEN OPINION 1-0 THE OVIMER FOR APPROVAL.
MINIMUM, GRADES SHALL BE -
(A) CONCRETE STRUCTURES� V- GUTTERS. CURB AND GUTTER, ETC. = 0-50%
(8) ASPHALT TURF GRADED SOIL. ETC. = 1.0%
CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS
,NECESSARY TO PROTECT 7HE GRADING OPERATIONS AND ADJACENT PROPERTY
EROSION CONTROL MEASURES TO BE IMPLEMENTED IN ACCORDANCE WITH
CHAPTER 33 OF PHE CALIFORNIA BUILDING CODE, 2001 EDITION.
ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
ALL GRADING SHALL CEASE DURING PERIODS OF WINDS IN EXCESS OF 25 MPk
SITE SHALL BE KEPT COAITINUOUSLY WATERED DURING PERIODS OF 1-41GH WINDS
TO PREVENT AIRBORNE EROSION
.CITY OF FOINTANA UTILITY
GENERAL STREET IMPROVEMENT NOTES:
UNDERGROUND SERVICE ALERT
I.
ALL WORK SkALL BE ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT
CITY OF FONTANA
C—RAEF—ORD CANYON,MULUAL WATER CO.
PROVISIONS AND THE STANDARD) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFEREAVCE
ATTN. BASIL J. FABRIZIO
8J513 SIERRA, AVENUE
SPECIFICATIONS AND STANDARDS Sl-JALL BE THE LATEST EDITION UNLESS OTHERMSE NOTED.
FONTANA, CA 92335
2.
WHEN A TECHN,104' CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
sa- C
B. W.
0.8.
RETERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOKo THE CONTRACTOR SIJALL IMMEDIATraY REPORT -SAID
1�
(714) 666-5415
C L/CT TO THE CITY ENIGNEER FOR RESOLUTION.
CONF
C.L.
J.
ALL MATERIALS AND METHODS ARE SUBjECT TO 7HE APPROVAL OF PHE CITY ENGINEER.
FONTANA, CA. 92JJ5
ATTN. JACK HAYES
(909) 428-8411
2.
4,
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
(909) J90 -47J8
ENGINEERING DIVISION PR/OR TO THE START OF ANY WORK. INSPECTION COORDINATION Sl-JALL BE REQUESTED AT LEAST TWO
REA40 VA
WORKING DAYS PRIOR TO THE START OF ANY WORK, IN PUBLIC RJ-r-HT-OF-VIAY WITHIN PHE C17Y LIMITS. ,-ALL (909)
E. V C.
END VERTICAL CURVE
35550 - 76 10.
GRIND
THE CONTRACTOR SHALL COAlf-ORM TO ALL TRAFFIC CONTROL - POLICIES, METHODS AND PROCEDURES DESCRIBED III THE
FLOW LINE
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIREC70 BY THE
F S.
CITY TRAFFIC ENGINEER.
&
IT SHALL BE THE RESPONSIBILITY OF THE CONTRAICTOR TO MAINTAYN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL
G.B.
H.P.
GRADE BREAK
HIGH POINT
DEVICES AT ALL TIMEa
4.
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER
IN VER T
IN DEPT14 FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
0. C.
ON CUR VE
5.
8.
THE WALL' 3 AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (51) FEET IN DEPTH SIVALL BE GUARDED BY SHORING,
(R)
RIDGE LINE
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO 7HE REQUIREMENTq OF '17HE DIVISION OF INDUSTRIAL
FENCE AND WALL PER 3MLA, INC. L.S.
-
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED VVIVEN THE POTENTIAL
RIGHT OF WAY
EXISTS FOR GROUND MOVEMENT
(j)
TAN�
TANGENT
6
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY1 WITHOUT OBTAINIAIGS, A SEPARATE PERMIT FOR
T C.
TOP OF CURB
THA T PURPOSE.
10.
TIVE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
WID TH
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, /IV THE FIELD, THE rrfUE LOCATION AND ELEVATION OF ANY EIISTING
v
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID' DAMAGE- THERE -TO. THE CONTRACTOR SHAILL CONTACT
7.
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
IL
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 'LIMITED TO, GAS,
&
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATrr--R, RECLAIMED WATER,
SEWER, STORIV DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE CIVEN TWO WORKING DAYS
NOTICE PRIOR TO WORK AROUND THEIR FACILIRES
9�
12.
THE CONTRAC-i"OR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN 1,ALVES WITHOUT APPROPRIATE AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOP, VALVE OPERATION AND WATER
REQUIREMENTS.
10.
17
1.).
CURVE DATA REFERS TO THE FACE OF CURB
14.
STATIONING REFERS TO THE CENTERLINE OF STREL7S EXCEPT WHERE OTHERWISE NOTED.
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY TTIE EhIGINEER TO ENABLE P14E CONTRACTOR TO CONSTRUCT
THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION,
76.
PHE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BEIVCH YlARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17
REMOVAL AND REPLACEMENT OF EYISTINO SURVFY CONTROL, INCLUDING SURVEY MONUMEENTS, MONUMENT TIES AND BENCH
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT IWILL
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. TrJE CONTRACTOP SHALL NOTIFY 7HE ENGINEER
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF PHE
MONUMENT
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 7`7ME5Z A MINIMUM 12 FOOT
la
LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EVERGENCY, VEHICLES,
19,
THE CONTRACTOR SHIALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING,
AT ALL TIM6S
14�
20�
ALL GRADING OPERATION53 SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21�
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING G`ONSTRUCTION WITHOUT PRIOR WRITTIEN APPROVAL.
15,
22
NO TRENCH 9ACKFILL SHALL 7AKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
2j,
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO OBTAIN PTIE REQUIRED DENSITY SHALL
TY /`�
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSI S OBTAINED
16
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STPEFIT IMPROVEMENTS. UPON
INSPECTION OF THE SITE, THE CITY ENGINEER UAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEEMENTS.
lz
25,
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SH4LL BE APPROVED AT RVE TIME OF CONSTRUCTION
AND SHALL CONFORM TO THE CIDI OF FONTANA STANDARD DETAILS.
18.
26.
ALL EXPOSED, COA/CRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27,
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 'LOCATION OF TIVE SEWER LATERAL.
19�
28
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING S7EEL HAVE BEEN PLACED, INSPECTED AND
APPROVED.
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 3TREETa
-30
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
31,
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER
20.
AS DETERMINED BY SOILS TESTS TAKEN AFTiER COMPLETION OF ROUGH GRADING.
32.
ACTUAL TIVICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
RECOMMENDED BY A GEOTECHN1,0AL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOP, APPROVAL UPON COMPLECTION
21�
OF ROUGH GRADING
7
117�
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SRALL BE RAISED TO FINISHED GRADE BY THE PAVING
22.
CONTRACTOR UPON COMPLETION OF PAVING
,34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR Sh'ALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTI-JER
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER
,35.
CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEVIALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER
,36
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO TIVE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, -
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONOUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES ThAlT IVE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTK, THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON PHIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMUENCEMENT OF ANY WORK,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES. EEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIO
CONTRACTOR SHALL COMPLY WITH ALL N.P.D,E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH, GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND L/DZ ETC.
..SCALE IN FEET
i " 2" Y 41'
'0551c-10 SUMMIT A VENUE FONTANA, -ALIFORNIA 93450
,fo Y -9 C
GENERAL GRADING NOTEa-
ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY
OF FONTANA STANDARDS AND SPECIFICATIONS, CHAP7ER JJ OF THE
CALIFORNIA BUILDING CODE, 2001 EDITION, AND THE CONTRACT DOCUMENTS.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS
ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. 1"HE SOILS
REPORT PREPARED BY RMA GROUP, 10851 EDISON COURT, RANCHO
CUCAhfONGAl. CA 917,30, (909) 989-1751, AND ANY AMENDMENTS THERETO,
ARE HEREB Yl MADE A PART HEREOF.
PRIOR TO THE START OF GRADING� ALL, EXISTING VEGETATION AND DEBRIS,
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES,
AND ROOT SYSTEMS, SHALL BE REMOVED FROM, rHE SITE TO THE
SATISFACTION OF THE SOILS ENGIN-FER.
AFTER STRIPPING EXISTING DEBRIS� ANY EXISTING LOOSE FILL OR DISTURBED
NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS
ENGINEER.
THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER,
AND ANY ADDITIONAL OVER -EXCAVATION SHALL THEN RE MADE IN
ACCORDANCE WITH THE SOILS ENGINEER"S RECOMMENDATION AND AS
CONTAINED IN THE SOILS' REPORT
THE EXPOSED SOILS SHOULD PHEN BE SCARIF/ED TO A MINIMUM DEPTH OF
6 INCHES, BROUGHT TO PROPER A401STURE CONTENT AND COMPACTED TO
A T L - EAST 90%v OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S. TA4
0-1557-70 METHOD OF COMPACTION TO ATTAIN A DENSE AND UNYIELDING
CONDI TIOM
COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY THE SOILS
ENGINEER.
IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUN7FRED
DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING.
DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND
BUILDING CONSTRUCTION OPERATIONS
PROTECTIVE MEAISSURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT
A DJA GEN T PROPER TY A T A' L TIMES DURING CONS TRUC TION. PRO TEC� T1 VE
MEASURES SHALL BE TAKEIV BY THE CONTRACTOR SO AS NOT 7-0 CAUSE
ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR
ADJACENT PROPERTY ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE
REMO VED IMIMEDIA TEL Y
ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED
AND TESTED BY A LICE'E-AISED SOLS ENGINEER
APPROVED BY THE ONlAiER, AND il,"OMPACRON REPORT5 PROVIDED FOR CITY
APPROV4L.
PRIOR TO THE START OF ANY BUILDING CONSTRUC77,0N. THE CONTRACTOR
SHALL FURNISH 'THE ARCHITECT OWNER AND THE CITY WITH THE CIVIL
EA'GINEER'S PIAVRITTEN' OPINION THA T APPROVED PLANS AND COMPACTION
REPORTS ':-POa THE SOILS
ENGINEER THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN
08 T flVED.
NO GRADING SHALL COMMENCE V11PHOUT OBTAINING GRADING PERMIT AND
NO TIF"iIING GRAIDING INSPECTOR 2`14 HOURS PRIOR TO
THE START OF WORK.
PRIOR TO THE COMPLETION OF THIS CONTRACT THE CONTRACTOR SHALL
OBTAIN COMPACTION REPORTS FROM THE SOILIS ENGINEER THAT THE PROPER
SUBGRADE COMPACTION HAS BEEN OBTAINED) AND SHALL FURNISH SAID
REPORTS TO THE OWNj':-R FOR APPROVAL.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN
PLANS ANDIOR FIELD CONDITIONS IMA-IfEDIATELY TO THE DESIGN ENGINEER
FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
ALL MANUFACTURED SLOPES ARE 2(H). I(V,) UNLESS OTHERK#SE NOTED ON
THE PLANS. NO SLOPES SHALL BE CONSTRUCTED STEEPER PHAN 2(H):
SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL
DATA. CUR VIEF DA TIA, BEARINGS, DISTANCES. ETC.
PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL
OB TAIN THE Cl VIL ENGINEER'S WR' I TIEN OPINION THA T THE PROPER
SUBGRADrr__ ELEVA TIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID
WRITTEN OPINION 1-0 THE OVIMER FOR APPROVAL.
MINIMUM, GRADES SHALL BE -
(A) CONCRETE STRUCTURES� V- GUTTERS. CURB AND GUTTER, ETC. = 0-50%
(8) ASPHALT TURF GRADED SOIL. ETC. = 1.0%
CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS
,NECESSARY TO PROTECT 7HE GRADING OPERATIONS AND ADJACENT PROPERTY
EROSION CONTROL MEASURES TO BE IMPLEMENTED IN ACCORDANCE WITH
CHAPTER 33 OF PHE CALIFORNIA BUILDING CODE, 2001 EDITION.
ALL TRENCH BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
ALL GRADING SHALL CEASE DURING PERIODS OF WINDS IN EXCESS OF 25 MPk
SITE SHALL BE KEPT COAITINUOUSLY WATERED DURING PERIODS OF 1-41GH WINDS
TO PREVENT AIRBORNE EROSION
.CITY OF FOINTANA UTILITY
NOTIFICATION LIST:
UNDERGROUND SERVICE ALERT
(800) 422-41JJ
CITY OF FONTANA
C—RAEF—ORD CANYON,MULUAL WATER CO.
ATTN. ANTHONY SALAM
ATTN. BASIL J. FABRIZIO
8J513 SIERRA, AVENUE
(909) 46J-9580
FONTANA, CA 92335
(590.77)
(909) 350-66J2
sa- C
B. W.
0.8.
A TTN: JAMES ZIELINSKI
:20. �LALLF_ORNIA GAS COMPANY
(714) 666-5415
ATTN. JACK JARVIS
C.L.
162il VALLEY BLVD.
ALEL-LPHIA (CABLE TV)
FONTANA, CA. 92JJ5
ATTN. JACK HAYES
(909) 428-8411
1205 DUPONT AVENUE
EMERGENCIES. (800) 427-2200
ONTARIO, CA. 91761
(909) J90 -47J8
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92,535
(909) 820-5598 - UNDERGROUND
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES
(909) -57-62J3 - DISTRIBUTION
FONTANA WATER COMPANY
ATTN.- MICHAEL J McGRAW
8440 NUEVO AVEENUE
FONTANA, CA. 92335
(909) 8-22-2201
FAX: (909) 823-5046
WEST SAN BERNA RDINO WATER CO�
A TTN. LON TSAI
855 W BASELINE POAD
RIALTO, CA 92J77
ATTAI. JERRYPAUBEL
1400 E PHILLIPS BL VD.
POMONA, CA 91766
/909) 469-6354
a
zz
I
INDEX MA P
SCALE, 1 150
INDEX OF DRAWINGS,
DESCRIPTION SHEET OF
REEMSION DESCRIPTION
mpmm��
VICINI T Y MA P
NIS
CONS TRUC TION NO TES:
_2C_SCR1PT10JV.o
CONSTRUCT 4- AC PAVEUENT OVER 12- OF 95,9.?' COMPACTED NATIVE MATERIAL
CONSTRUCT 4.50 AC PAVEMENT OVER 12" OF 959- COMPACTED' NATNE UATERIAL
CONSTRUCT 8" CURB AND GUTTER PER CITY OF 57D. PLAN NO. 100j.
40 CONSTRUCT 6" CURB AND GUTTER PER CITY OF STD. PLAN NO. 100J.
CONSTRUCT C CURB ONLY PER CITY SID. PLAN NO. 1003.
07 CONSTRUCT CURB TRANSIRON PER DETAIL 7, SHEET 10.
80 CONSTRUCT 41' PCC SIDEWALK PER CITY SID. PLAN NO. 10151� WIDTH 6'
UNLESS OTHERWISE SHOWN, AND FINISH PER LANDSCAPE ARCHITECT PLANS.
0 CONSTRUCT 4v PCC FL4TWORK, FINISH PER LANDSCAPE ARCHl',rECT PLANS.
CONSTRUCT HANDICAP RAMP PER CITY STD. PLAN NO. 1006.
CONSTRUCT HANDICAP RAMP PER CITY ST9. PLAN NO. 1007
CONSTRUCT HANDICAP RAMP PER DETAIL 12, SHEET 10.
Q ij CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104
CONSTRUCT CROSS GLITTER PER DE7AIL 14, SHEET 10
C_&6 -
CONSTRUCT 3' RIBBON GUTTER PER LOETAIL 16, SHEET 10.
Q J7 CONSTRUCT 8- CONC. PAD OVER 12- OF 959 COMPACTED NATIVE MATERIAL,
CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. SID. PLAN NO-. JlJ, CASE 'W', SHEET 9
CONST I
C RUCT LOCAL DEPRESSION PER A.P.WA. STD. PLAN NO. J13, CASE "B" SHEET' 9
00 CONSTRUCT WIDENfD CURB PER DETAIL -90, SHEET 10.
/_l\
Q�l CONSTRUCT PARKWAY DRAIN PER A.P.W.A. SID, PLAN NO. 151-1, S=18-, SHEET 9.
@ CONSTRUCT BUS TURNOUT (MODIFIED) PER DETAX 22, SHEET' 10�
CONSTTUCT ENHANCED PAVEMENT PER DETAIL 2J, FINISH PER LANDSCAPE
ARCHITECT PLANS.
(D4 CATCH BASIN PER STORM DRAJIN PLAN
D 5 COASTRUCT RIBBON GUTTER PER DETAIL 25, SHEET 10
CONSTRUCT 8" PCC SIDEWALK OVER 121" OF 9,5Z COMPACTED NATIVE MATERIAL,
WIDTH = 8' UNLESS OTHERWISE SHOWN, AND nNISH PER LANDSCAPE ARCHITECT
PLANS (SUBJECT TO MAINTENANCE VEHICLES)
CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS, PER -SEPARATE PERMIT.
FENCE AND RETAINING WALLS ARE SHOWN FOR REFERENCE ONLY AND REQUIRE
A SEPARATE PERMIT SEE BMLA INC LANDSCAPE PLANS
INSTALL 4" Cl PIPE, N= NUMBER OF PIPES, S=0.005 MIN.
INSTALL 12" HOPE, N= NUMBER OF PIPES, S=0.005 MIN.
@ CONSTRUCT COBBLE SPILLWAY PER DETAIL 32 SHEET 10
03 CONSTRUCT COBBLE OUTLET PER DETAIL JJ SHEET 10
CONSTRUCT "810-SWALE" PER DETAIL J4 SHEET 10
CONSTRUCT INFILTRA77ON TRENCH PER DETAIL 35 SHEET 10
SITE. REA
.-A-,
GROSS AREA 1,46J,58J S�F
NET AREA 858, J2 7 S. F
GRADED AREA 1, J58,99 7 S. F
EARTHWQRK�
RAW CUT 56, 100 C. Y.
RAW FILL 27,200 C. Y
SOILS ENGINEER:
SID GEO rECHNICAL
7265 JURUPA AV
RIVERSIDE, CA 92504
PHONE: (951) 688-2JO0
PROJEC T NO. 406-0 1
REPORT DATE 08-01-04
ADDENDUM 05-31-05
81,757 SF
flJ5,546 SF
1,705 LF
2,182 LF
X LF
5,159 LF
90 LF
J7, J86 SF
NIA
4 EA
11 EA
95 LIF
i,6i6 _`�F
75 SF
X SF
2,676 LF
768 SF
7 -9,41
13 EA
118 LF
1 EA
2,596 SF
8,074 SF
NIA
1, 750 LF
/ F
48,7J5 SF
NIA
N/A
125 LF
20 LLF
510 SF
776 SF
710 LF
4-22 LF
DF I TiE BRa A089*59111E
'ST ALDNG W CL SUWIT AVE
AS SHDVN LN M N13
16427-1, 14A 2W7-11.
Prepamd Under The SupetVieton Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
'1760—A S. ROCHESTER AVENUE
C 66388 ONTARIO CA 91761
>
e -
PHONE (969) 937-7151
Expi 6-30-06
-C IV I Date -SID4,
LEGEND
A. C.
ASPHAL 77C CONCRETE
P. C. C.
PORTLAND CEMENT CONCRETE
a C
B. V C-
BEGIN CUR VE
BEG, VERTICAL CURIVE
(590.77)
1ND/CA7FS EXISTING ELEVA77ON
B. W.
0.8.
BACK SIDEWALK
CATCH BASIN
590.77
INDICATES PROPOSED ELEVATION
C.L.
CEN TERL INE
INDICATES SLOPE 2 -1
E. C.
E. P.
END CUR VE
EDGE PA VEMENT
A C PA VEA4EN T
E. G.
EDGE GRADE
REA40 VA
E. V C.
END VERTICAL CURVE
GRIND
F. L.
FLOW LINE
F S.
FINISH SURFA CE
EDGE OF PA VEEMEN T
G.B.
H.P.
GRADE BREAK
HIGH POINT
WALL
DETA
FENCE AND WALL PER BULA, INC. L.S.
INV
IN VER T
PLANS, KEY MAP SHEET 06, DETAILS
0. C.
ON CUR VE
S14EETS D-06 AND D-07
fl
0
(R)
RIDGE LINE
WAL�
DCTLL]*
FENCE AND WALL PER 3MLA, INC. L.S.
-
RIW
RIGHT OF WAY
PLANS, KEY MAPS AND WALL DETAILS
(j)
TAN�
TANGENT
SHT
ON SHEETS D-04 THROUGH D-08
Q_
T C.
TOP OF CURB
w
WID TH
v
VER51CAL DEPTH
DF I TiE BRa A089*59111E
'ST ALDNG W CL SUWIT AVE
AS SHDVN LN M N13
16427-1, 14A 2W7-11.
Prepamd Under The SupetVieton Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
'1760—A S. ROCHESTER AVENUE
C 66388 ONTARIO CA 91761
>
e -
PHONE (969) 937-7151
Expi 6-30-06
-C IV I Date -SID4,