HomeMy WebLinkAbout5100-1DBERAL NOTES
1. A GRADING , PERMIT FROM THE BUILDING AND SAFETY DIVISION SHALL BE REQUIRED.
ALL GRADING SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF FONTANA
MUNICIPAL CODE AND THE INTERNATIONAL BUILDING CODE, 2012 IBC12013 CBC.
2. A PRE -GRADING MEETING AT THE SITE IS REQUIRED AMONG THE CITY INSPECTOR,
THE CML ENGINEER, THE SOILS ENGINEER AND THE GRADING CONTRACTOR PRIOR TO
GRADING.
3. HOURS OF OPERATION ARE 7.00 AM TO 6:00 PM, MONDAY THROUGH FRIDAY.
4. A SEPARATE ENGINEERING DIVISION PERMIT SHALL BE REQUIRED FOR ANY IMPROVEMENTS
WITHIN THE PUBLIC RIGHT OF WAY.'
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
UTILITIES OR STRUCTURES ABOVE OR BELOW; GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS.HE WILL BE HELD RESPONSIBLE` FOR ALL DAMAGE TO ANY UTILITIES THAT RESULT
FROM HIS OPERATIONS.
6. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED AND ADJACENT
STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT IS A RESULT OF
THIS OPERATION.
7. SEPARATE PERMITS FROM THE CITY OF FONTANA BUILDING AND SAFETY DIVISION SHALL
BE REQUIRED FOR ANY WALLS.
8. THE DESIGN CIVIL ENGINEER/SOILS ENGINEER OF RECORD SHALL EXERCISE SUFFICIENT
CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS AND CODE REQUIREMENTS WITHIN HIS PURVIEW.
THE ENGINEERS SHALL SUBMIT ACKNOWLEDGMENT CONCERNING EMPLOYMENT FORM
TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT.
9. REVISIONS TO THESE PLANS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS
REVIEW AND APPROVAL.
10. THE CML ENGINEER SHALL SUBMIT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND CERTIFICATION OF
BUILDING PAD ELEVATION PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT, PAD
ELEVATION GRADING TOLERANCE SHALL NOT EXCEED ±0.101.
11. AN "AS -BUILT" GRADING PLAN SHALL BE SUBMITTED AT THE COMPLETION OF WORK.
12. ALL GRADING SHALL BE PERFORMED UNDER SUPERVISION OF THE SOILS ENGINEER WHO
SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A
FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' IN DEPTH.
13. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED TO A
MINIMUM DEPTH OF 12 INCHES AND INSPECTED BY THE SOILS ENGINEER PRIOR TO
THE PLACING OF FILL.
14. UNSUITABLE MATERIALS, SUCH AS TOP SOIL, WEATHERED BEDROCK, ETC., SHALL BE
REMOVED AS REQUIRED BY THE SOILS ENGINEER FROM ALL AREAS TO RECEIVE
COMPACTED FILL OR DRAINAGE STRUCTURE.
15. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
16. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL.
17. CONSTRUCTION MATERIAL AND EQUIPMENT SHALL NOT OCCUPY ANY PORTION OF THE
PUBLIC RIGHT OF WAY, SUCH AS STREET, ALLEY OR PUBLIC SIDEWALK AT ANY TIME
TEMPORARY USE OF PUBLIC RIGHT OF WAY, WHENEVER REQUESTED, SHOULD BE
REVIEWED AND APPROVED BY THE CITY ENGINEER.
18. NOTICE OF INTENT MUST BE FILED WITH THE STATE OF CALIFORNIA TO
COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER.
19. BUILDER SHALL PROVIDE BUDDING INSPECTOR WITH A FINAL PRECISE GRADING
CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO BUILDINGS FINAL INSPECTION.
• • • -AA I• tijl
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER OR
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
909 820-5598 - UNDERGROUND SUNESYS, LLC
875-5100 - TRANSMISSION 1325 PICO ST 1106
J2901039 637-1233 - PIPELINESCORONA, CA 92881
99 357-6505 - DISTRIBUTION CORONA,
A, CA 900
PF WE BOYEWS NOTICE TO CONMCTM
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS _ PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UIWWUTHaFM CHANGES AIS USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
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.
c U O REV. REVISION DESCRIPTION
N
M o
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
CITY OF FONTANA
EAST AVENUE
DRIVEWAY CONSTRUCTION -FOR PARKING LOT A
EXIST. R/W
1 _ 30' - -
44'
EXIST. R/W
1 5.5' 6.0'.1
I
-----------------
i
TYPICAL SECTION - EAST AVEMJE
NTS
DATE ENGR. CITY I DATE I PREPAFED FOR,
;C::_�_�Water of Life
community church
7625 EAST AVENUE
FONTANA, CA
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENaNEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PROJECT .
LOCATION
CITY OF FONTANA
AT&T
UNDERGROUND SERVICE ALERT
8353 SIERRA AVE
22311 BROOKHURST ST SUITE 203
(800) 422-4133
TANGENT
FONTANA, CA 92335
HUNTINGTON BEACH, CA 92646
25.00'
90'26'30
(909) 350-6632
(714) 963-7964
-
B
SO. CALIF. GAS COMPANY
SPRINT
FONTANA WATER COMPANY
24.81'
1981 W. LUGONIA AVE
2592 DUPONT DR
15966 ARROW BOULEVARD
90'11'43"
REDLANDS, CA 92374
IRVINE, CA 92612
FONTANA, CA 92335
0
(909) 335-7967
(800) 659-9698
(909) 822-2201
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER OR
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
909 820-5598 - UNDERGROUND SUNESYS, LLC
875-5100 - TRANSMISSION 1325 PICO ST 1106
J2901039 637-1233 - PIPELINESCORONA, CA 92881
99 357-6505 - DISTRIBUTION CORONA,
A, CA 900
PF WE BOYEWS NOTICE TO CONMCTM
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS _ PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UIWWUTHaFM CHANGES AIS USES
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
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.
c U O REV. REVISION DESCRIPTION
N
M o
DIAL
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
CITY OF FONTANA
EAST AVENUE
DRIVEWAY CONSTRUCTION -FOR PARKING LOT A
EXIST. R/W
1 _ 30' - -
44'
EXIST. R/W
1 5.5' 6.0'.1
I
-----------------
i
TYPICAL SECTION - EAST AVEMJE
NTS
DATE ENGR. CITY I DATE I PREPAFED FOR,
;C::_�_�Water of Life
community church
7625 EAST AVENUE
FONTANA, CA
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENaNEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PROJECT .
LOCATION
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, 'forma 92335
Ph. 909) 356-1815 Fax (909) 356-1795
Aa and J. ard, A.C.E. 360 2 Date
(expires 6/30/2014)
'00Q 2FESS/ON
No. 36052 Z
m
Exp. 6/30/14
sT CiVI�
qTF OF CALF
VICINITY MAP
NTS
C NSTRUCTION NOTES OUANTM
01- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 2 EA
Q- CONSTRUCT 4' SIDEWALK PER CITY STD. NO. 1006 256 SF
3�} SAWCUT EXISTING PAVEMENT & GRIND ASPHALT 2' FOR SMOOTH TRANSITION 152 LF
4a- INSTALL NO PARKING STRIPPING 2 EA
5a- CONSTRUCT C CURB ONLY PER C17Y STD. NO. 1000 102 LF
6a- CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. NO. 3001 1 EA
Q> -CONSTRUCT 4" AC OVER 90% COMPACTIVE NATIVE SOIL 1,348 SF
DRAWN BY:
MSJ
DESIGNED BY.
BKA
CHECKED BY.
RJA
Q
J
G
CE
m
UX,
W
ii
W
LU
J"
3
0
N
a
E
U
(NFM7)
1NM- 40FT a
0
s
U
CITY OF FONTANA, CALIFORNIA
E
WATER OF LIFE CHURCH
EAST AVENUE DRIVEWAY F ECONSTRUCT10N SCALE: AS NOTED
P LOT A DATE:
VED BY. March, 20147 i
DRAWING NO.:
DATE: ' G 5100 '
CITY ENGINEER R.C.E. 51152 2 t
CURVE AND UNE DATA TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'26'30
39.46'
25.19'
-
B
25.00'
89033'31"
39.08'
24.81'
-
C
22.00'
90'11'43"
34.63'
22.02'
-
0
-
-
1.85'
-
N89'483(fW
E
20.00'
45'30'57'
15.89'
8.39'
-
F
-
-
16.06'
-
N44'40'33"E
G
-
-
16.06'
-
N44'40'33"E
H
48.00'
44'35'38" 1
37.36'
1 19.68'
-
1
25.00'
89-08-18- 1
38.89'
1 24.63'
-
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, 'forma 92335
Ph. 909) 356-1815 Fax (909) 356-1795
Aa and J. ard, A.C.E. 360 2 Date
(expires 6/30/2014)
'00Q 2FESS/ON
No. 36052 Z
m
Exp. 6/30/14
sT CiVI�
qTF OF CALF
VICINITY MAP
NTS
C NSTRUCTION NOTES OUANTM
01- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1002 (WIDTH SHOWN ON PLAN) 2 EA
Q- CONSTRUCT 4' SIDEWALK PER CITY STD. NO. 1006 256 SF
3�} SAWCUT EXISTING PAVEMENT & GRIND ASPHALT 2' FOR SMOOTH TRANSITION 152 LF
4a- INSTALL NO PARKING STRIPPING 2 EA
5a- CONSTRUCT C CURB ONLY PER C17Y STD. NO. 1000 102 LF
6a- CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. NO. 3001 1 EA
Q> -CONSTRUCT 4" AC OVER 90% COMPACTIVE NATIVE SOIL 1,348 SF
DRAWN BY:
MSJ
DESIGNED BY.
BKA
CHECKED BY.
RJA
Q
J
G
CE
m
UX,
W
ii
W
LU
J"
3
0
N
a
E
U
(NFM7)
1NM- 40FT a
0
s
U
CITY OF FONTANA, CALIFORNIA
E
WATER OF LIFE CHURCH
EAST AVENUE DRIVEWAY F ECONSTRUCT10N SCALE: AS NOTED
P LOT A DATE:
VED BY. March, 20147 i
DRAWING NO.:
DATE: ' G 5100 '
CITY ENGINEER R.C.E. 51152 2 t