HomeMy WebLinkAboutCIVIL SHEET 1 OF 3 CITY OF NEWPORT BEACH GRADING FILLS/CUTS NOTE: NOTICE TO CONTRACTOR
P.O. BOX 1768, NEWPORT BEACH, CA 92659-1768 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 1.REFER TO ARCHITECTURAL PLANS FOR BUILDING CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
CITY OF NEWPORT BEACH - BUILDING DEPARTMENT 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. DIMENSIONS AND GENERAL SITE DIMENSIONS. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
3. ALL FELLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM INCLUDING SAFETY L ALL PERSONS AND PROPERTY: THAT THIS REQUII2ES. SHALL
GENERAL GRADING SPECIFICATIONS TEST METHOD 1557,AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY 2.REFER TO ARCHITECTURAL PLANS FOR ANY APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND,THAT
GENERAL �OFILL AR VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO SECTIONS SHOWN HEREON. THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE CIVIL
FEET ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION
3.MAINTAIN A MIN.OF 1%FALL AWAY FROM WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING
4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND APPROVED BY THE SOILS ENGINEER BUILDING ON CONC.,2%MIN.ON FINISH GRADE. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CIVIL ENGINEER.
1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL PRIOR TO PLACING OF THE FILL.
REQUIREMENTS TO OBSERVE COVENANTS,CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND Y A SlTIES CONDUITS A OTHER
PROPERTY OR TO OBTAIN PLANS.YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FELLS S ARE ADDED. STRUCTURES SHOWN ES THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED THE ENGINEER ASSUMES NO LIABILITY WHATSOEVER FOR THE ACCURACY OR COMPLETENESS
BY THE SOILS ENGINEER. OF SUCH DATA. THE CONTRACTOR IS CONDUITS
OR TO TAKE DUE PRECAUTIONARY MEASURES
2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM TO PROTECT ALL UTILITY LINES CONDUITS OR STRUCTURES WHETHER ES NOT SHOWN ON
THE PUBLIC WORKS DEPARTMENT. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL,AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, THESE PLANS AND BY ACCEPTING AND UTILIZING THESE PLANS,ASSUMES ALL
3. ALL WORK SHALL CONFORM TO CHAPTER IS OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC),THE PROJECT SOILS INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF,OR POSSIBILITY OF FUTURE RESPONSIBILITY FOR THE PROTECTION OF,AND ANY DAMAGE TO,SAID FACILITIES.
REPORT AND SPECIAL FORMREQUI O CHAPENTS OF THE PERMIT'. ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED,DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT(800)422-4133 FOR
PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. UNDERGROUND LOCATIONS AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK.
4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.
5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 10.ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION,AND APPROVED
6. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY;8:00 AM TO 6.00 PM SATURDAYS;AND NO BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED
WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. BACSTO.LS TO STOCKPILING
OF EXCESS
TESTING.
7. NOISE,EXCAVATION,DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 11.THE STOCKPILING OF EXCESS MATERIAL P AT_SHALL BE APPROVED BY THE CITY BUILDING DIVISION.
12.LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER IS OF THE NBMC. SUPPLEMENTAL NOTE
8. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 13.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF
9. PERMITT EE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS,
10.APPROVED SHORING,DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DIVISION FOR APPROVAL. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE
DURING THE GRADING OPERATION. 14.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST DIRECT SUPERVISION OF THE SIGNATORY ENGINEER,THE SIGNATORY ENGINEER WILL NO
AND SOILS ENGINEER,THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN,,LOCATION AND CALCULATIONS FROM THE BUILDING
11.CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE
BY THE BUILDING OFFICIAL. DIVISION PRIOR TO CONSTRUCTION.
12.HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES 15.THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND FINAL CONSTRUCTED PROJECT.THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR
SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF
13.POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 16.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY THIS PROJECT,IF THE STAKING HAD BEEN DONE BY SURVEY CREWS UNDER HIS DIRECT
FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SUPERVISION.
14.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SOILS ENGINEER,A COMPACTED FILL BLANKET WILL BE PLACED.
SHALL RESULT IN A"STOP WORK"ORDER. 17.THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.
15.ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 18.NOTIFICATION OF NONCOMPLIANCE: IF,IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY,THE CIVIL.ENGINEER,THE CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS
16.NO PAINT PLASTER,CEMENT,SOIL,MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS,CURBS,GUTTERS OR SOILS ENGINEER,THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN
STORM DIZR S. ALL.MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. CONFORMANCE WITH THE APPROVED GRADING PLANS,THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Y ACCEPTED
PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES,
IF NECESSARY,SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
DOCUMENTATION OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY Y OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL
EROSION CONTROL 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS,
AS GRADED GROUND SURFACE ELEVATIONS,LOT DRAINAGE PATTERNS AND LOCATIONS,AND ELEVATIONS OF ALL SURFACE AND TO NORMAL WORKING HOURS,ANDD MADE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
To APPLY CONTINUOUSLY AND NOT BE LIMITED
1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,
THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER,INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
3. BETWEEN OCTOBER 15 AND MAY 15,EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING
WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR,THEY SHALL GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL
BE IN PLACE AT THE END OF THE WORKING DAY,WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE
4. TEMPORARY DESILTING BASINS,WAIN REQUIRED,SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. WITH THE JOB SPECIFICATIONS.
3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST,INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY
OF THE SITE,INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS
INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR
REQUIRED INSPECTIONS THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS.
1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: DIRT QUANTITY ESTIMATE:
OWNER,GRADING CONTRACTOR,DESIGN CIVIL ENGINEER, SOILS ENGINEER,GEOLOGIST,CITY BUILDING INSPECTOR OR THEIR
REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.
(FOR PERMIT PURPOSES ONLY)
2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH
THE FOLLOWING PEOPLE PRESENT: OWNER,PAVING CONTRACTOR,DESIGN CIVIL ENGINEER,SOILS ENGINEER,CITY BUILDING
INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. CUT 30 CU. YDS. OVEREX. 210 CU. YDS.
FILL 0 CU. YDS.
NOTE:ANY EXCAVATION FOR WALL
FOOTINGS
BEEN
CALCULATED.
HAS NOT
BEEN CALCULATED.
SITE-7
_. . ,,.,J ry fir. soft
$"
;per 7 yti. ��
M4 2a•. z- a� �. rP
�f ..
a4_ Yr C : 'r7! `tip 6: .tom Mn7yaX .j?
h c`
l ' A
Co
ll�rl
a• :I
t"
�, 36 t
r dG :ur7i,':t n b Y.
SY f a
3L& yy n r ns
egwc '.y'
NOTES:
SURVEYOR OR CIVIL ENGINEER TO SUBMIT A"CORNER RECORD"OR"RECORD OF SURVEY" ^��,✓ 'W3 r
TO THE COUNTY SURVEYOR.EVIDENCE OF SUBMITTAL FOR A"RECORD OF SURVEY"TO BE y
SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION.
PROPERTY CORNERS TO BE MONUMENTED BY A LICENSED LAND SURVEYOR OR ) \ • t
REGISTERED CIVIL ENGINEER AUTHORIZED TO PERFORM SURVEYING BY THE STATE 1111 ~ GI
BOARD OF CIVIL ENGINEERS AND LAND SURVEYORS. /\ 2aao r:a�^ iir.NOTE:
-$ VICINITY MAP
'tE D�C.ANY OR ALL EASEMENTS OF RECORD AFFECTING THIS PROPERTY MAY NOT BE , t C. NO SCALE
SHOWN. A CURRENT TITLE REPORT WILL.BE REQUIRED IN ORDER TO LOCATE LOT AREA: - �ti !,.
ANY EASEMENTS OF RECORD.
1,860 S.F. Na 2466$
CIVIL ENGINEERS NOTES : 0.043 ACRES � EX, /Z•,�/-�9 •,
1.THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITE BASIS OF BEARINGS : .J* CIVIV �1R
FIELD OBSERVATIONS,ALL BEARINGS AND DISTANCES ARE MEASURED,
UNLESS NOTED OTHERWISE. THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF A11fQ T
2.LICENSED CIVIL ENGINEER OF RECORD SHALL PERMANENTLY MONUMENT PROPERTY SEASHORE DRIVE BEING N 56024'30"W GRADING`N V(� PLAN
�N
PREPARED BY :
CORNERS OR OFFSETS BEFORE STARTING GRADING.
PLEASE CALL THE LICENSED CIVIL ENGINEER OF RECORD....TEI'E DUCA @ 949-675-4487 SOILS ENGINEER : PROPERTY OWNER : BENCHMARK : DUCA-McCOY, INC. OF
TO SCHEDULE CONSTRUCTION STAKING AND ALL CERTIFICATIONS
EGA CONSULTANTS CIS&sHAw1N HARRIs ESTABLISHED TOP OF CURB ELEVATION ON 5 311 SEASHORE DRIVE
54T3.THE LICENSED CIVIL ENGINEER OF RECORD TO SUBMIT A"RECORD OF SURVEY" 375-C MONTE VISTA AVE. 5311 SEASHORE DRIVE OF
STREET'HIS PROPERTY. CORONA THE NORTHEASTERLY CORNER COR3840 E.COAST HIGHWAY
OR"CORNER RECORD"TO THE COUNTY SURVEYOR.EVIDENCE OF SUBMITTAL TO BE COSTA MESA, CA 92627 OF TONA DEL MAR CA 92625
SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION. NEWPORT BEACH,CA 92663 ELEVATION= T.C. 11.53 IBM (949)675 4487 NEWPORT BEACH, CA
PH: 949-642-1290
949-375-3690 (TMB TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED
BY OTHERS) PETE J.DUCA RC.E.24668 DATE LOT 6,BLOCK 53 OF THE OCEANFRONT TRACT SHEET 1 OF 3