HomeMy WebLinkAboutSTECKLER 02 C1 Civil Title Sheet NEWPORT BEACH ENGINEERS NOTIC TO ABBREVIATIONS SHEET INDEX M o
GENERAL GRADING SPECIFICATIONS OWNER CONTRACTOR AB AGGREGATE BASE '
' C- 1 CIVIL. I I I LE SHEE I
GENERAL AG ASPHALT CONCRETE O U
& ARCHITECT BW BACK OF WALK ^�
1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF 1. ANY EXISTING IRRIGATION OR CISTERNS SHALL BE GB CATCH BA51N PRECISE GRADING PLAN ,/ O _
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND C-2 `J � �- � U
THE NEWPORT BEACH MUNICIPAL CODE(NBMG). REMOVED OR CRUSHED IN PLACE AND BACK- DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES GBX CONTROL BOX C] Q M Q
THE PROJECT 501L5 REPORT AND SPECIAL FILLED AND APPROVED BY THE 501L5 ENGINEER. TO THE ENGINEER PRIOR TO COMMENCEMENT OF SITE DETAILS c� U N
REQUIREMENTS OF THE PERMIT. 8. THE ENGINEERING GEOL0GI5T AND 501L5 ENGIN- WORK. GP CURB FACE C_3 �u O
2. DUST SHALL BE CONTROLLED BY WATERING EER SHALL,AFTER CLEARING AND PRIOR TO THE GL� CHAIN LINK FENCE _ � �, Z =
ALL CONTRACTORS AND SUBCONTRACTORS GEOTECI INICAL w U cC
AND/OR DUST PALLIATIVE. PLACEMENT OF FILL IN CANYONS, INSPECT EACH SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND G.O. GLEAN OUT U
-4 RECOMMENDATIONS Z �[ �
3. SANITARY FACILITIES SHALL BE MAINTAINED ON CANYON FOR AREAS OF ADVERSE STABILITY AND HEALTH REGULATIONS OF THE U.S.DEPARTMENT OF G.Y. CUBIC YARD Q
THE 51TE DURING THE CONSTRUCTION PERIOD. DETERMINE THE PRESSURE OF OR P0551BILITY OF LABOR,AND WITH THE STATE OF CALIFORNIA DEPART- CONSTRUCTION POLLUTION ~ < _
FUTURE ACCUMULATION OF SUBSURFACE WATER D5 DOWNSPOUT C_5 O Z
MENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION 5 PREVENTION PLAN- z
4. WORK HOURS ARE LIMITED FROM'1:00 AM TO OR SPRING FLOW. IF NEEDED,DRAINS WILL BE EG EDGE OF GUTTER O Q
SAFETY ORDERS".THE ENGINEER SHALL NOT BE h:ROSION CON]ROI,PLAN �
6:30 PM MONDAY THROUGH FRIDAY;8:00 AM TO DESIGNED AND CONSTRUCTED PRIOR TO THE
6:00 PM SAIURDAYS;AND NO WORK ON 5UNDAY5 RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' EM ELECTRIC METER - Z 3 z
OR HOLIDAYS PER SECTION O NO OF THE NBMG. PLACEMENT RESPECTIVE CANYON. AND SUBCONTRACTORS'COMPLIANCE WITH THE EMH ELECTRICAL MANHOLE SURVEY I�OPOCRAPHIC.SURVEY No Z �
5. NOIOR H EXCAVATION,DELIVERY AND REMOVAL q• THE EXACT LOCATION OF THE SUBDRAINS SHALL "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" E.P. EDGE OF PAVEMENT
N
SHALL EX CONTROLLED PER SECTION 10-28 L BE SURVEYED IN THE FIELD FOR LINE AND GRADE. OF THE U.S.DEPARTMENT OF LABOR OR WITH THE
10 ALL TRENCH BAGKFILLS SHALL BE COMPACTED STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL EV ELECTRICAL VAULT
.
THE NBMG. TO A MINIMUM OF g0%RELATIVE COMPACTION RELATIONS'"CONSTRUCTION SAFETY ORDERS". FF FINISHED FLOOR ELEVATION
6. THE STAMPED SET OF APPROVED PLANS SHALL AND APPROVED BY THE SOILS ENGINEER.THE CONTRACTOR FURTHER AGREES THAT HE SHALL
BE ON THE SITE AT ALL TIMES. ED
BUILDING DEPARTMENT MAY REQUIRE CORING OF JOB 51TE COND T D OF ION URICOMPLNG THE PCOURSE FOR FH FIRE HYDRANNTDE ELEVATION PROJECT DATA
1. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE CONCRETE FLATWORK PLACED OVER UNTESTED CONSTRUCTION OF TH15 PROJECT, INCLUDING SAFETY
FOR LOCATING AND PROTECTING UTILITIES. BACKFILLS TO FACILITATE TESTING. OF ALL PERSONS AND PROPERTY,AND THAT TH15 FL FLOW LINE ELEVATION PROJECT DESCRPTION
8. APPROVED DRAINAGE PROVISIONS AND PRO- 11. THE STOCKPILE OF EXCESS MATERIALS SHALL BE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT F5 FINISHED SURFACE ELEVATION
TECTIVE MEASURES MUST BE USED TO PROTECT APPROVED BY THE BUILDING DIVISION. BE LIMITED TO NORMAL WORKING HOURS. GB GRADE BREAK DEMOLISH EXISTING STRUCTURE,CONSTRUCT NEW
ADJOINING PROPERTIES DURING GRADING 12. LANDSCAPING OF ALL SLOPES SHALL BE IN ALL EXISTING TOPOGRAPHY AND PROP05ED GRADE5 GM GAS METER 3 STORY 51NGLE FAMILY RESIDENCE AND
OPERATION. ACCORDANCE WITH CHAPTER 15 OF THE NBMG. SHOULD BE FIELD VERIFIED. ATTACHED GARAGE
q. CESSPOOLS AND SEPTIC TANK5 SHALL BE ABAN- 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH HF HIGH POINT ELEVATION
DONED IN COMPLIANCE WITH THE UNIFORM DURING AND AFTER GRADING BY AN ENGINEERING A INVESTIGATION MUST BE MADE A QUALIFIED INV INVERT OF PIPE ELEVATION LEGAL DESCRIPTION:
PLUMBING GODS AND APPROVED BY THE SOIL5 LS E ENGINEER AND/OR GEOL0GI5T.SOILS AND
GEOL0GI5T TO DETERMINE IF ANY STABILITY EARTH ACCEPTABILITY ARE NOT UNDER REVIEW OR LF LINEAR FEET
BUILDING OFFICIAL. PROBLEMS EXIST.SHOULD EXCAVATION D15- TH05E PORTIONS OF LOTS AND 10,BLOCK 1,
THE RESPONSIBILITY OF DESIGN ENGINEER FOR THIS LP LOW POINT
10. HAUL ROUTES FOR IMPORT AND EXPORT OF OL05E ANY GEOLOGICAL HAZARDS OR POTEN- RE5UBDIV151ON OF SECTION 1,BALBOA ISLAND, IN THE
�s ED ARcy
MATERIALS SHALL BE APPROVED BY THE CITY TIAL GEOLOGICAL HAZARDS,THE ENGINEERING PLAN. LT PARKING LOT LIGHT CITY OF NEWPORT BEACH,COUNTY OF ORANGE,STATE
TRAFFIC ENGINEER AND PROCEDURES SHALL GEOL0GI5T SHALL RECOMMEND AND SUBMIT UNDERGROUND UTILITIES OR STRUCTURES REPORTED NG NATURAL GRADE OF CALIFORNIA,A5 PER MAP RECORDED IN BOOK 6 HgRQ�%F
BY THE OWNER OR OTHERS,AND TH05E SHOWN ON S �']
CONFORM TO CHAP. 15 OF THE NBMG. TREATMENT TO THE BUILDING DIVISION FOR PGG PORTLAND CEMENT CONCRETE PAGE 30 OF MISCELLANEOUS MAPS, IN THE OFFICE OF OZ
APPROVAL. THE RECORDS EXAMINED,ARE INDICATED WITH THEIR �P
11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY APPROXIMATE LOCATION AND EXTENT.THE CONTRACT- FL PROPERTY LINE THE COUNTY RECORDER OF SAID COUNTY,LYING
FROM ALL BUILDINGS AND SLOPE AREAS. 14. WHERE SUPPORT AND BUTTRE551NO OF CUT AND OR 15 REQUIRED TO TAKE DUE PRECAUTIONARY PM PARKING METER P05T NORTHWESTERLY OF THE FOLLOWING DESCRIBED LINE: * No. C 6947
12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE NATURAL SLOPES 15 DETERMINED NECESSARY BY MEA5URE5 TO PROTECT THE UTILITIES OR STRUCTURES
REMOVABLE ER05ION CONTROL DEVICES ON THE ENGINEERING GEOL0G15T AND 501L5 ENGIN- SHOWN,AND ANY OTHER UTILITIES OR STRUCTURES FF POWER POLE BEGINNING AT A POINT IN THE 5OUTHWE5TERLY LINE OF
51TE AT THE APPROPRIATE TIMES SHALL RESULT EER,THE APPROVAL OF DESIGN,R SHALL
A LL OBTAIN
GALGULA- FOUND AT THE SITE.THE CONTRACTOR 15 5OLEY PB PULL BOX SAID LOT 10,SOUTHERLY CORNER4.50FT SOUTHEASTERLY
LOT q,THENCE OF HE M05T �x�FN
IN A STOP WORK'ORDER. STRUCTURES DURNG THE COURSE OFRESPONSIBLE FOR ANY VAMA6E TO ANY CONSTRUCTON OR R RATE OF GRADE OR RADIUS 63'23'30"EAST 55.12 FEET TO A POINT IN THE NORTH- TFOF-CAL�F��
13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF TONS FROM THE BUILDING DIVISION PRIOR TO
PLL L A65 PLASTIC SCHEDULE SHALL
OR 5DR 35 CONSTRUCTION. OF THIS PROJECT. R/W RIGHT OF WAY EASTERLY LINE OF 5AID LOT q,SAID POINT BEING 0.50
OR ADS 3000 WITH GLUED JOINTS. 15. THE ENGINEERING GEOL0G15T AND 501L5 ENGIN- EARTHWORK AND OTHER CONSTRUCTION ITEM 5 SLOPE OF PIPE FEET NORTHWESTERLY OF THE M05T EASTERLY
CT
EER SHALL INSPECT AND TEST THE CONSTRUCTION CORNER OF SAID LOT q.SAID LAND 15 INCLUDED WITHIN LAN J.N.reservHARRIes
commonARCHIT la
14. NO PAINT,PLASTER,CEMENT,SOIL,MORTAR,OR QUANTITIES ARE ESTIMATES FOR AGENCY SUBMITTAL 5B SPLASH BOX hereby expressly reserves its common law copyright
OF ALL BUTTRE55 FILLS AND ATTEST TO THE OF TH15 PLAN AND ARE NOT TO BE USED FOR THE AREA ON A MAP FILED IN BOOK 3g PAGE 32 OF and other proper tu rights In these plans.These plans are
OTHER RESIDUE SHALL BE ALLOWED TO ENTER 5GO SEWER CLEANOUT not to be reprodduced,copied or chap ed in any form
STREETS,CURBS,GUTTERS,OR STORM DRAINS. STABILITY OF THE SLOPE AND ADJACENT 5TRUG- CONSTRUCTION C05T ESTIMATING OR FOR BIDDING RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY whatsoever,nor are the to be assigned-to a third parotfy,
ALL MATERIAL AND WASTE SHALL BE REMOVED � 'UPON COMPLETION. PURPOSES.SUBSURFACE CONDITIONS AND THE DEPTH SDMH STORM DRAIN MANHOLE without the express written permission and consent
RECORDER OF SAID ORANGE COUNTY. IAN J.N.HARR150N,ARCHITECT.
FROM THE SITE. 16. WHEN OUT PADS ARE BROUGHT TO NEAR GRADE OF EXISTING PAVEMENTS AND/OR STRUCTURES ARE 5MH SEWER MANHOLE
THE ENGINEERING GEOL0G15T SHALL DETERMINE UNKNOWN, IT 15 THE CONTRAGTOR(5)'RE5PON51BILITY 5T. LT. STREET LIGHT
EROSION CONTROL IF THE BEDROCK EXTENSIVELY FRACTURED OR TO DEVELOP H15 OWN QUANTITIES FOR BIDDING APN:
1. TEMPORARY EROSION CONTROL PLANS ARE FRACTURED OR FAULTED AND WILL READILY PURPOSES. 5W 51DEWALK M
REQUIRED FROM OCTOBER 15 TO MAY 15. TRANSMIT WATER. IF CONSIDERED NECESSARY BY IF TH15 PROJECT 15 STAKED BY SURVEY CREWS OTHER TC TOP OF CURB ELEVATION 050-011-25 s
2. EROSION CONTROL DEVICES SHALL BE AVAILA- THE ENGINEERING GEOL0G15T AND 501L5 ENGIN- THAN TH05E CREWS UNDER THE DIRECT 5UPERV15ION TEL. MH TELEPHONE MANHOLE
BLE ON SITE FROM OCTOBER 15 TO MAY 15. EER,A COMPACTED FILL BLANKET WILL BE OF THE SIGNATORY ENGINEER,THE SIGNATORY TF TOP OF FOOTING ELEVATION
PED• ENGINEER WILL NO LONGER BE THE ENGINEER OF
3. BETWEEN OCTOBER 15 AND MAY 15,EROSION 17. THE ENGINEERING GEOLOGIST SHALL PERFORM RECORD AND WILL HAVE NO RESPONSIBILITY A5 THE TG TOP OF GRATE ELEVATION OWNER.
CONTROL MEASURES SHALL BE IN PLACE AT THE PERIODIC INSPECTIONS DURING GRADING. FINAL CONSTRUCTED PROJECT.THE 516NATORY TOE TOE OF SLOPE
END OF EACH WORKING DAY WHENEVER THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS STECKLER FAMILY TRUST
FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30% 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE TOF TOP OF SLOPE YINGENT WAYNE STECKLER,TTEE w Q
COURSE OF FULFILLING THEIR RESPONSIBILITY, OR OMI5510N5 THAT COULD HAVE BEEN CORRECTED
DURING THE REMAINDER OF THE YEAR,THEY DURING THE CONSTRUCTION OF TH15 PROJECT IF THE TF TOP OF PILASTER 512 LINCOLN AVENUE W
SHALL BE IN PLACE AT THE END OF THE DAY THE CIVIL ENGINEER,THE SOILS ENGINEER,THE STAKING HAD BEEN DONE BY SURVEY CREW5 UNDER T5 TRAFFIC 51GNAL PALO ALTO,CALIFORNIA g4301
WHENEVER THE DAILY RAINFALL PROBABILITY ENGINEERING GEOL0GI5T,OR THE TESTING FAGIL- s
EXCEEDS 50%. ITY FINDS THAT THE W HI5 DIRECT SUPERVISION.EASEMENTS MAY EX15T ON
WORK 15 NOT BEING DONE IN TW TOP OF WALL ELEVATION 703/626-5150 -
CONFORMANCE WITH APPROVED GRADING PLANS, TH15 51TE RATHER THAN TH05E SHOWN ON TH15 PLAN
4. TEMPORARY DESILTING BASINS,WHEN REQUIRED, THE DISCREPANCIES SHALL BE REPORTED (IF ANY ARE SHOWN).THE OWNER 15 RESPONSIBLE FOR WM WATER METER PROPERTY ADDRESS W
SHALL BE INSTALLED AND MAINTAINED FOR THE IMMEDIATELY TO THE PER50N IN CHARGE OF THE HAVING A TITLE COMPANY RESEARCH EASEMENTS. WV WATER VALVE
DURATION OF THE PROJECT. GRADING WORK AND TO THE CITY GRADING 152 SOUTH BAY FRONT r
REQUIRED INSPECTIONS ENGINEER.RECOMMENDATION5 FOR CORRECTIVE BALBOA ISLAND,CALIFORNIA g2662
1. A PRE-GRADING MEETING SHALL BE SCHEDULED MEASURES,IF NECESSARY,SHALL BE SUBMITTED LEGEND (3z
48 HOURS PRIOR TO START OF GRADING WITH TO THE BUILDING DEPARTMENT FOR APPROVAL. ARCHITECT (DE51GN PROFE55IONAL IN CHARGE)
,�
THE FOLLOWING PER5ON5 PRESENT:OWNER, DOCUMENTATION V
GRADING CONTRACTOR,DE516N GIVIL ENGINEER, 1. AN A5-BUILT PLAN SHALL BE PREPARED BY THE LAN HARRI50N lY
220 NEWPORT CENTER DRIVE,SUITE 11-342
SOILS ENGINEER,CITY GRADING ENGINEER OR CIVIL ENGINEER INCLUDING ORIGINALCENTERLINE GROUND � �
THEIR REPRESENTATIVE.REQUIRED FIELD INSPEG- SURFACE ELEVATIONS,A5-65RADED GROUND NEWPORT BEACH,CALIFORNIA g2660 ( z
TIONS WILL BE OUTLINED AT THE MEETING. SURFACE ELEVATIONS,LOT DRAINAGE PATTERNS g411/123-10g1
2. A PRE-PAYING MEETING SHALL BE SCHEDULED AND LOCATIONS AND ELEVATIONS OF ALL 5UR- CURB 4 GUTTER z
48 HOURS PRIOR TO START OF PAVING WITH FACE AND SUBSURFACE DRAINAGE FACILITIES. CIVIL ENGINEER <
THE FOLLOWING PER5ON5 PRESENT:OWNER, THE CIVIL ENGINEER SHALL PROVIDE WRITTEN ROBIN B.HAMER5 d ASSOCIATES, INC.
PAVING CONTRACTOR,DE5165N CIVIL ENGINEER, APPROVAL THAT THE WORK WAS DONE IN - DRAINAGE SWALE
SOILS ENGINEER,CITY GRADING ENGINEER OR ACCORDANCE WITH THE FINAL APPROVED GRAD- 234 EAST 17TH STREET,SUITE 205
THEIR REPRESENTATIVE.REQUIRED FIELD INSPEG- NO PLAN AND STATE THE NUMBER OF YARDS OF C05TA MESA,CALIFORNIA g2627
GUT AND/OR FILL MOVED DURING THE OPERATION. FROFERTY LINE g4q/548-11g2 QD
TIONS WILL BE OUTLINED AT THE MEETING. �
2. A SOILS GRADING REPORT PREPARED BY THE
GRADING FILLS AND CUTS SOILS ENGINEER, INCLUDING LOCATIONS AND 5 SEWER SOILS ENGINEER
1. GRADED SLOPES SHALL BE NO STEEPER THAN ELEVATIONS OF FIELD DENSITY TESTS.SUMMARIES EGA CONSULTANTS,LLG
2 HORIZONTAL TO 1 VERTICAL. OF FIELD AND LABORATORY RESULTS AND OTHER
315-C MONTE VISTA AVENUE
2. FILL SLOPES SHALL BE COMPACTED TO NO LESS SUBSTANTIATED DATA AND COMMENTS ON ANY TRACT BOUNDARY
THAN qO PERCENT RELATIVE COMPACTION OUT CHANGES MADE DURING GRADING AND THEIR G05TA MESA,CALIFORNIA g2627
TO THE FIN15H SURFACE. EFFECT ON THE RECOMMENDATIONS MADE IN THE g4q/642-g30q JOB#: IH1411.1
3. ALL FILLS SHALL BE COMPACTED THROUGHOUT SOILS ENGINEERING INVESTIGATION REPORT.THE W WATER MAIN LWI(542-12g0 FAX DATE: 11/5/2016 r I 1
TO A MINIMUM OF q0 PERCENT RELATIVE GOMPAG- SOILS ENGINEER SHALL PROVIDE WRITTEN r�
TO A5 DETERMINED E ASTT TEST METHOD APPROVAL FOR THE INTENDED USE AND COM- SURVEYOR N �'
1557,AND APPROVED BY THE 501L5 ENGINEER. JOBPLE SPECIFICATIONS.
IF WORK IN ACCORDANCE WITH THE WATER METERS p
COMPACTION TESTS SHALL BE PERFORMED JOB SPEGIFIGATIONS. LOREN K.TOOMEY,PL5 445g
APPROXIMATELY EVERY TWO FEET IN VERTICAL 24-lgl BELGREEN PLACE
3. A GEOLOGIC GRADING REPORT PREPARED BY L
HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST THE ENGINEERING GEOL0G15T, INCLUDING A FINAL 50 DRAIN FIFE LAKE FOREST,CALIFORNIA g2630 C$
TO OVERALL COMPACTION EFFORT APPLIED TO DESCRIPTION OF THE GEOLOGY OF THE SITE, g4q/Ti0-1g41 7_13
THE FILL AREAS. INCLUDING ANY NEW INFORMATION DISCLOSED r T 1 N
4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF DURING THE GRADING AND THE EFFECT OF SAME INLET
D
ON RECOMMENDATION5 INCORPORATED IN THE
ALL VEGETATION AND DEBRIS,SCARIFIED AN
APPROVED GRADING PLAN.THE ENGINEERING � +,
APPROVED BY THE SOILS ENGINEER PRIOR TO GEOL0G15T SHALL PROVIDE WRITTEN APPROVAL z
PLACING OF THE FILL. A5 THE ADEQUACY OF THE 51TE FOR THE INTEN-
5. FILLS SHALL BE KEYED OR BENCHED INTO DED USE A5 AFFECTED BY THE GEOLOGIC
COMPETENT MATERIAL. FACTORS.
( n �
6. ALL EXISTING FILLS SHALL BE APPROVED BY THE
SOILS ENGINEER OR REMOVED BEFORE ANY EARTHWORK �-I--a
ADDITIONAL FILLS ARE ADDED.
ESTIMATE < �
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EARTHWORK ITEM QUANTITY UNIT
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RAW GUT '72 GY ~
RAW FILL 140 GY
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SITE AREA N
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SOILS ENGINEER & GEOLOGIST m
CERTIFICATION VICINITY MAP �
I HEREBY DECLARE THAT I AM THE SOILS ENGINEER AND GEOLOG15T OF WORK FOR TH15 PROJECT, THAT I NORTH
HAVE REVIEWED THE GRADING PLANS AND FIND THEM TO BE IN CONFORMANGE WITH THE PRELIMINARY
SOILS REPORT ENTITLED STECKLER,DATED 11/5/18,PREPARED BY EGA
JOB# STECKLER
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