HomeMy WebLinkAbout3725-3ENGR S. CITY 354001 _ER RCE $
REFERENCE PLANS REVISIONS CFTY ENGINE 15 �2 �D�l, 3 71 N2' 5 F 18
GENERAL NOTES:
1.
ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ("GREEN BOOW), INCLUDING ALL
SUPPLEMENTS AS WRITTEN AND PROMULGATED BY THE JOINT COOPERATIVE COMMITTEE OF THE
SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION AND THE SOUTHERN
CALIFORNIA DISTRICT OF THE ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA WITH THE CITY OF
FONTANASTANDARDS AND SPECIFICATIONS, AND BUILDING CODE LATEST EDITION.
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2�
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
THE SITE TOTHE SATISFACTION OFTHE AGENCY'S REPRESENTATIVE.
3,
AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO
THE SATISFACTION OFTHE AGENCY'S REPRESENTATIVE.
4
THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE AGENCY'S REPRESENTATIVE AND ANY
ADDITIONAL OVER -EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH PACIFIC SOILS
ENGINEERING'S RECOMMENDATIONS AND AS CONTAINED IN THE GEOTECHNICAL REPORT.
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THE EXP�}SEOSOILS SHOULD THEN BESCARIFIED TDAK�|N|K8UK4DEPTH OF8INCHES, BROUGHT TO
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PROPER MOISTURE CONTENT AND COMPACTED TOATLEAST 8O96(3FTHE MAXIMUM DENSITY AS
DETERMINED BY BUILDING CODE, LATEST EDITION, OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY
METHODS SPECIFIED BYTHE GEOTECHNICAL ENGINEER.
8
IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED CURING CONSTRUCTION, THEY SHALL
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BEIMMEDIATELY BROUGHT TOTHE ATTENTION OFTHE A8ENCY"S REPRESENTATIVE BEFORE
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PROCEEDING FURTHER.
7.
PROTECTIVE MEASURES SHALL BE TAKEN BY HE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR
DEBRIS TQBEDEPOSITED ONTO PUBLIC ORADJACENT PROPERTY AJALL TIMES DURING CONSTRUCTION.
ANY MUD DRDEBRIS C)NPUBLIC PROPERTY SHALL BEREMOVED IMMEDIATELY. DUST SHALL BE
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CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING
CONSTRUCTION OPERATIONS.
8,
PRIOR TOTHE START OFANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE CITY
WITH CERTIFICATION FROM THE GEOTECHNICAL ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN
0A0 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN
OBTAINED. THE GRADING CERTIFICATIONS ARE TOBESUBMITTED ONCITY FORMS.
Q.
NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING
INSPECTOR 24HOURS PRIOR TOTHE START [}FWORK.
10.
THE GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER
COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS REPORT THAT PROPER COMPACT|ONHAS BEEN
OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT
NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL LINES, GAS AND LANDSCAPE IRRIGATION LINES.
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AN AS -GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE
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SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO
FINAL GRADING INSPECTION. THE GRADING CERTIFICATIONS ARE TOBESUBMITTED ONCITY FORMS.
12,
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
AND CONTRACT SPECIFICATIONS, AS PER SOILS REPORT PREPARED BY PACIFIC SOILS ENGINEERING AND
ANY AMENDMENTS THERETO, ARE HEREBY MADE APART HEREOF.
13.
MAINTAIN 5'VERT|CALCLEARANCE BETWEEN WATER AND SEWER LINES.
14.
SUB -GRADES FOR ALL FOOTINGS AND PAVED AREAS SHALL BE COMPACTED TO 95% MINIMUM.
LANDSCAPE PLANTING AREAS SHALL HAVE RELATIVE COMPACT AT85Y6
15.
AREA DRAINS AND PIPING ARE SHOWN DIAGRAMMATICALLY AND EXACT LAYOUT MAY VARY IN THE FIELD.
ALL DRAIN PIPING SHALL HAVE AMINIMUM 196 POSITIVE FLOW.
16.
ALL DRAINPIPES SHALL BE BACKFILLED WITH CLEAN BACKFILL WITH NO ROCKS EXCEEDING 1/2" IN
DIAMETER.
17.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OFALL
PERSONS AND PROPERTY. THAT THIS REUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
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TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
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AGENCY |NCONNECTION VV|THTHE
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PERFDRMANCEOFWORK ONTHIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
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NEGLIGENCE 0FTHE AGENCY AND THEIR REPRESENTATIVES.
CONSTRUCTION / GRADING NOTES:
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EXISTING CONTOURS
PROPOSED CONTOURS
NEW CONCRETE PAVING WITH 1%KX/N� SLOPES AND CROSS -SLOPES
2"WATER METER FOR IRRIGATION PER C!/lN.D.STANDARDS
1^WATER METER FOR RESTROOM PER C�V�VV�D� STANDARDS
(0)
1^PVC WATER LINE TORESTROOM (SDR -5)
4"VCP SEWER LINE FROM STUB -OUT TORESTROOM
t3-
(0l
APPROVED TWO-WAY CAST IRON SEWER CLEAN-OUT PER STD 125
3/4''pVCWATER LINE T0DRINKING FOUNTAIN (SDF-35)
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PVC DRA|NL(NETOSEWER (SDF-36)
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DRINKING FOUNTAIN - SEE DETAL"K"OMSHEET LC'3
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12^CATCH BASIN PER NDS SEE DETAIL ''L~ONSHEET LC -3
8" PVC DRAINLINE (SDR
ENGR S. CITY 354001 _ER RCE $
REFERENCE PLANS REVISIONS CFTY ENGINE 15 �2 �D�l, 3 71 N2' 5 F 18