HomeMy WebLinkAboutS_5242_SGENERAL GRADING SPECIFICATIONS
GENERAL
1. ALL WORK SHAU. CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL
CODE (NBMC), THE PRO,IECT SOILS REPORT AND SPEC!AL REQUIREMENTS OF THE
PERMIT.
2 DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.
3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION
PERIOD,
4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY:
8:00 AM TO 6:00 PM SATURDAYS, AND 10:00 AM TO 6:00 PM SUNDAYS AND
HOLIDAYS PER SECTION 10·-28 OF THE NBMC.
5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION
10-28 OF THE NBMC.
6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING
UTILITIES.
8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO
PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERAT!ON.
9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE
UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL
10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL SHALL BE APPEOVED
BY THE CITY TRAFFIC AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF
THE NBMC.
11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE
AREAS.
12. FA'LURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL
DE."\/ICE ON-SITE AT THE APPROPRl/1.TE TIMES SHALL RESULT IN FOREFEITURE OF THE
CONSTRUCTION SlTE CLEANUP DEPOSIT.
13, ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND
EITHER ASTM 2751, ASTM D1527, ASTM D.3034 OR ASTM D1785.
EROSION CONTROL
1. TEMPORARY EROSION CONTROL PLANS AR[ REQUIRED FROM NOVEMBER 15 TO MARCH 15.
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN NOVEMBER 15
AND MARCH 15.
3. BElWEEN NOVEMBER 15 AND MARCH 15, EROSION CONTROL MEASURES SHALL BE IN
PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY
OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE
IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY
EXCEEDS 50 PERCENT.
4. PLACE GRAVEL BAGS, TWO BAGS HIGH, AS SHOWN ON Pl.AN BETWEEN NOVEMBER 15
AND MARCH 15.
EROSION CONTROL
1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15.
3. BETWEEN OCTOBE.R 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS
30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AND THE END
OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.
4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL. WORK COMPLETED AND A
CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO
CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER
5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED ANO MAINTAINED
FOR THE DURATION OF THE PROJECT.
DOCUMENT:ATION
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 SUB-SURFACE
DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE
IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF
YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.
2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS
ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS
AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING
GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING
INVESTIGATION REPOr-n. HE SHALL PROVIDE WRITTEN APPROVAL AS THE ADEQUACY OF
THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH
THE NBMC.
3. A GEOLOGICAL 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 THE SAME ON RECOMMENDATIONS
INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN
APPROVAL AS THE ADEQUACY OF THE SITE FDR THE INTENDED USE AS AFFECTED BY
GEOLOGIC FACTORS.
,1, 12/28/10 REALIGN YELLOMINE SEWER LATERAL
NO. DATE DESCRIPTION BY
RE\/ISIONS
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BENCHMARK:
THE ELEVATIONS SHOWN HEREON ARE BASED
UPON THE COUNTY OF ORANGE BENCHMARK
NO. "J-782", ELEV.=4.740 FEET (NGVD 29)
W.16TH ST
NEWPORT
BEACH
PACIFIC
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T NEWPOR~
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OCEAN
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SHEET INDEX
S!-!B::T DESCRIPTION
COSTA
MESA
1 TITLE SHEET, NOTES, V1CINITY MAP, SECTION, ETC.
2 PLAN AND PROFILE, DETAILS, ETC.
LEGEND=
OWNER-
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BARGE RENE TRUST
3012 NEWPORT BOULEVARD
PROPERTY LINE
STREl:.7 CENTERLINE
RIGHT-OF-WAY
FINISHED GRADE
FINISHED SURFACE
TOP OF CURB ELEVATION
FLOWLINE ELEVATION
EXISTING CONTOUR
FINISHED FLOOR
TOP OF GF,ATE
HIGH POINT
TOP OF WALL
GRADE AND DRECTION
CONSTRUCTION NOTES
EXIST. BLDG. LINE
END OF CONCRETE
GARAGE FINISHED Fl.OOR
BUILDING OUTLIN[
WATER VALVE
EXIST. BLOCKWALL
PROP. BLOCKWALL
LEGAL DESCRIPTION:
LOT 28 OF TRACT NO. 421, BLOCK 331
SUBDIVISION LANDCASTER ADDITIONAL
NEWPORT BEACH, CAUFORNIA 92663
(949) 721-0730
00
PREPABEQ BY;
ROBIN B. HAMERS & ASS., INC.
CIVlL ENGINEERS
234 E. 17TH STREET, SUITE 205
_ COSTA MESA, CALIFORNIA 92627
(949) 548-1192
ROBIN B. HAMERS R.C.E. 31720 DATE
D
NOVEMBER 10, 2010
cmr OF NEWPORT BEACH
SEWER IMPROVEMENT PLAN
3012 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92563
SHEET
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ID
OF 2 SHEETS r--
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------+-------+----------------+-----I
Lh 11/10/10 REALIGN 6" YELOMINE SEWER LATERAi_
NO_ DATE DESCRIPTION BY
REVISIONS
/ /
/
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--------• ----:---:---,-------i------' ----· --------; ... --------
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CONSTRUCTION NOTES
(DcoNSTRUCT 6" YELOMINE SEWER LATERAL (PRIVATE) PER CITY STD_
@ 1% MIN_
® CONSTRUCT 6" SEWER CLEAN-OUT PER CITY STD-406-L
@CAP EXISTING 4" LATERAL PER CITY STD_
0 CONNECT NEW 6" YELOMINE LATERAL TO EXISTING 8" CONG_ SEWER BY CORE
DRILLING AND INSTALUNG SADDLE PER CITY STD-407-l, TYPE "8".
@TRENCHING, BEDDING, BACKFILL, SAWCUTTING, AND REPAVING PER CITY
PUBLIC WORKS REQUIREMENT.
@ CONSTRUCT GREASE INTERCEPTOR PER JENSEN PRECAST_
(SEE DETAIL A--A HEREON.)
(z)CONSTRUCT SEWER GREASE INTERCEPTOR SAMPLE BOX_ EXTERIOR AND INTERIOR
CONCRETE SURFACES OF THE SAMPLE BOX TO BE COATED WITH AN APPROVED
BITUMINOUS MATERIAL.
@ CONSTRUCT 2" YELOMINE VENT PIPE PRIOR TO C.O. EXIT UP BLDG. WALL.
GRAPHIC SCALE
750 GALLON
GREASE INTERCEPTOR HAWAII
MODEL JP750G
TRAFFIC RATED ACCEPTED BY UPC
FRAME AND COVER CONE
WITH GASKET
AS REQUIRED
24" CAST IRON'\ /REDUCING
TWO STANDARD)
1 2432 RISER-3"",~'J;t====~~: 6" OR 12" ·_:
I;'. ...... -...... ..,,\,-\-/ 1 _,,---12" MIN. WHEN
/ . '\ v SUBJECT TO TRAFFIC
' 0
WEIGHTS IN LBS.
I TOP SLAB 2,150
I BODY 13, 150
i TOIAL TANK 15,300
~.-----~~---~~-----~~,___,
If I -
-
OUTLET
INVERT
0 I
ill
SIDE VIEW ~4" PVC INLET
(CUTAWAY)
7'-5"
I
I
-
!
I I
& OUTLET PIPE
AND FITTINGS
STANDARD
• I
INLET I(( ))
•
TOP VIEW
\:
'i----
1 " '
'
(COVERS & RISERS REMOVED)
K""""-hl-!--'--1 OUTLET;,-
" ,
' MINIMUM EXCAVATION SIZE: 1
5'-0"x 8'-6"x DEPTH REQ'D
□ LIQUID CAPACITY: 75D GALLONS.
□ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH
1' TD 6' MAX EARTH COVER AND WATER TABLE AT
ONE FOOT BELOW GRADE_
c SUITABLE NATIVE OR GRANULAR SUB-BASE SHALL BE
COMPACTED AND LEVELED TO HANDLE ANTICIPATED LOADS_
SEE INSTALLATION PROCEDURES FOR ADDITIONAL INFO_
a EXTERIOR AND INTERIOR CONCRETE SURFACES TO BE
COATED WITH AN APPROVED BITUMINOUS MATERIAL
□ FOR COMPLETE DESIGN AND PRODUCT INFORMATION
CONTACT JENSEN PRECAST.
Ii
JEFY_~~N
THE DES!GN AND DETAIL OF THIS DRA.WlNG ARE THE
PROPEITTY OF JENSEN PRECAS'T AND NOT TO BE USED EXCEPT IN CONNECTION WITH ITS OWN WORK.
DESIGN AND INVENTlON RIGHTS ARE RESERVED.
[Q) ~u £□ lL £~£
NTS
00
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BENCHMARK:
THE ELEVATIONS SHOWN HEREON ARE BASED
UPON THE COUNTY OF ORANGE BENCHMARK
NO_ "J-782", ELEV.=4.740 FEET (NGVD 29)
OWNER:
BARGE RENE TRUST
3012 NEWPORT BOULEVARD
NEWPORT BEACH, CALIFORNIA 92663
(949) 721-0730
( IN FEET )
l inch = 10 It-
LEGAL DESCRIPTION:
LOTS 28, 29 AND 30 OF BLOCK 331, OF
LANCASTER'S ADDITION OF NEWPORT BEACH,
AS PER MAP RECORDED !N BOOK 5,
PAGE 14 OF MISCELLANEOUS MAPS, IN
THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY, CALIFORNIA.
PREPARED BY;
ROBIN B. HAMERS & ASS., INC.
CIVIL ENGINEERS
234 E 17TH STREET, SU!TE 205
COSTA MESA, CALIFORNIA 92627
(949) 548-1192
RCDBlt<J B-HAMERS R_c_E_ 31720 ' DATE
NOVEMBER 10, 2010
CITY OF NEWPORT BEACH
SEWER IMPROVEMENT PLANS
Rm
3012 NEWPORT BOULEVARD
NEWPORT BEACH, CA. 92663
00
SHEET
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