HomeMy WebLinkAbout591-1 `�' THE
(�,4�.,,3 �('�I ((�f GRADING NOTES
u� T!Y�l1 F I'-' UTY
OLJ � KE EL'7\:J�LJ�®RE 1. ALL WORT( CA LL S NDA S M SPEC F WITH THE CIFY OF LAKE EDITION FORDINANCESU.B.,MD.0 APT AFC.LLIIL1 ��JJ LL��L� LJ AN]APPLICABLE STANDARDS AMID SPECIFICATIONS AN]THE LATEST EDITION OF THE UB.C.CHAPTER 33.
2. A PERMIT SHALL BE OBTAIN=D FROM THE ENGINEERING DEPARTMENT.CITY OF LAKE ELSR40RF PRIOR TO ANY
OPERATION.
DALE 15 TRACT... H®O 3® f/ 9 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AN]USA.ALERT
NEST
CT. _N_ [(]� (1-800-227-2600)48 HOIhS PRIOR TO GRADING.
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HUM IN ADVANCE OF
X OR.. E BEGINNING GRADING OPERATIONS.
SITE ST GRADE 1'HIGH 5. OUST SHALL 8E CONTROULED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
5 DWEPT S�1• LjWIOE BERM ("�O[) () j n (� D ��/� I� n� 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED.
LAKESHORE PAD 2 1'L11f•'•~fLL/ 'B�/�I[`,l 1(41(`---+}LI!( ttt���gy.V�i (TT���"ftt........+++^,1) 11{JI,� AND SHALL BE SHOWN ON THE PLAN.
DR, 7. FILL SLOPES SHALL BE NO STEEPER
THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,
Q� r ) r) SHALL BE SHOWN ON PLAN.AND SHAL SECONDARY
Y L NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED
ACCESS � ,��" 1 T 2,6 -7 SURFACE.
2• '•. S. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER
PR UST. PAD 1 G A .T.M.S 0-1557-70 TEST,ETHOO.
ACCEOSS
,lp Now* iJ 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE
MCVICKER CANYON S GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE RACING OF FILL.
PARK ACC7;SS PO 74 e TYPICAL SLOPE f fDf 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND
IS APPROVED BY THE SOILS ENGINEER.
N.T.S. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT FOR
DN A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE.
S B i 12. MINIMUM BUILDING PAD AND DRAINAGE
SWALE SLOPE SMALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10'.
faB AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF O5'DEEP AND
'-------, QGSTFMTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SUES.
q �7 F(� Q OT L'
VICINITY ft1LlS f�Fjl J D sf 13. PROVIDE 5'WIDE BY V HIGH BERM O7 EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH.
Fj 9 14. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 STORM FLOWS ALONG THE TOP OF CUT SLOPES.
NTS R f "\ 7 15. NO DESTRUCTION O PLAINS F FLOOD PLAI O1 NATURAL WATER COURSES SHALL BE PERMITTED.
2j ff2 - - O 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL
2:1 PAD-0.3' 1,t� fyI 4 SOILS REPORT WHICH DLLLUOES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS
'�•'�{1F'SLOPE OF THE SOIL.
H�P.
1ss f1W
j :. � 17. GRADING CER7IFICATIOV BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION EFFORT BY A SOILS
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AN0 ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF
1` BUDDING PENNIES.
n' SPME
3" 12' RAN 50• R/W 12' 3" n BT _r )(��_ SB. TFE PRELIMINARY GEOTECFNICAL INVESTIGATION DATED APRIL 24,2003 PREPARED BY AL&1S-i(EEFE&ASSOCIATES INC. N
LOT Ts 9 J r� 3 S_ (GEOTECHNICAL CONSULTANT),SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH.
NUMBER Tf _
T19. A REGISTERED CIVIL AN
OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD
PAD CURB TC-1' TC PAD �� Bf ELEVATION. "HERE SPECIFIC ELEVATIONS APE REQUIRED,THE ELEVATION (WITH RESPECT'TO MEAN SEA LEVEL)
i I SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SLPFACE IS REQUIRED,THE ACTUAL
i r sa 5s Bo wT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
TEMPORARY 3' FL20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT a ANY
TYPICAL ROUGH GRADRVG STREET SECTION � R�Y MIN'61.5 w f S' CONSTRICTION/GRADING.
N.T S. T 5 TT 21. STABILITY CALCULATIOS WITH A FACTOR OF AT LEAST 15 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
PAD - SILM' as l,? BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT.
CT
ELEV. y% 90 AS
r2% T' 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
N ti Y I 19 -
MIN. MIN. _N 1 fe 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE RACED.IT MUST BE CLEARED,KEYED.APED
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED
zD n KSOILS EYED EANDNGINEER
BENCHED PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE
2 ss
NOTE FOR EROSION CONTROL 3 4 ' ss 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
B A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,CLLLUVIAL
AN EROSION CONTROL PLAN HAS BEEN PREPARED AND B a z ,• AND TERRACED AREAS AND ANY SUBSTRUCTURES.
SUBMITTED SEPARATELY FOR REVIEW AND APPROVAL. R/w
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS.
CL STREET CURB
THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SALE C. DURING INSTALLATION OF BUTTRESS AND CANYON SIG-GRAINS AND FILTER MATERIAL.
SYSTEM (NPOES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM GRAPHIC SCALE 1"=300'WATER DISCHARGES. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
- _..:„ ._,
/v r
T 0 300 600 900 OR ANOTHER APPROVED C40M 25. EROSION CONTROL ALL GRACED SLOPES SHALL BE PLANTED WITH ROSEA ICE RANT AT 12.ON CENTERS
NPDES PERMIT NO_ DATE PERMIT ISSUER TYPICAL LOT COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,
1 SHALL BE PLANTED WITH APPROVED TREES RUBS PI-ANTED SH OR COMBINATIONS THEREOF. SHRUBS SHALL BE ANTED
8334300223 JULY 28.2003 AT 10'ON CENTER$TREES,20'ON CENTER;COMBINATIONS, 15'ON CENTERS. SLOPES OVER 3'IN
VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
N.T.S. UE.C,CHAPTER 70.
INDEX MAP 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
PROPERTIES DURING THE GRADING PROJECT.
MAINTENANCE NOTE: SCALE: V =300'
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED ED DURING T RAINY SEASON
SOILS ENGINEER'S CERTIFICATE INDEX OF SHEETS AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
LANDSCAPE.IRRIGATION AND DRAINAGE FACILITIES IN LOT "I"RELATED 2B. ALL WORK SHALL CONFORM 7O THE CRY AND STATE CONSTRUCTION SAFETY ORDERS.
L A REGISTERED CIVIL ENGINEER OF THE STATE OF TO THE KEYSTONE RETAINING WALL SHALL BE MAINTAINED BY THE HOA �,�
CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL TITLE SHEET 1 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.
MECHANICS,HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL 1 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TINES.
CONDITIONS PREVELENT WITHIN THIS SITE WAS MADE BY ALBUS-KEEFE& GRADING PLAN 2-1 3 BASIS OF BEARING
ASSOCIATES,UNDER MY DIRECTION BETWEEN THE DATES OF 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM 13EGINNIW TO COMPLETION OF GRADING OPERATION.
AND . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED iK
FROM THIS STUDY,WITH MY RECOMMENDATIONS,HAS BEEN SUBMITTED TO THE STORM DRAIN PLAN 14-15 BASIS OF BEARING IS THE WEST LINE OF PARCEL 1 OF PARCEL MAP 32. ALL SLOPES SHALL BE RANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS
THROUGH
OFFICE OF THE CITY ENGINEER. LEGEND NO.30787.ON FILE IN BOOK 204 OF PARCEL MAPS AT PAGES 5 7, OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE
INCLUSIVE,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA.TAKEN AS WITH ORDINANCE NO.BB2 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION NORTH 06'1558"EAST. N
AND COMFORM TO THE RECOMMENDATIONS MADE IN THE SOILS REPORT H.P. HIGH POINT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE
MENTIONED ABOVE. SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
E.G. EXISTING GROUND APPROXIMATE EARTHWORM'` QUANTITY ESTIMATE HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
F.L. FLOWLINE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD.PRIOR TO ROUGH
SIGNED: CONSTRUCTION NOTES: GRADE APPROVAL.
,T
T.C. !TOP OF CURB APPROXIMATE EARTHWORK ESTIMATE A ` �1 ¢
35. APPROXIMATE GATE OF: BEGINNING OPERATION AUGUST 2003 �� Rr 1 I �T
R.C.E.NO. COMPLETION DECEHBER W03 f�/�/` 1 ml
0 CONSTRUCT UNDER SIDEWALK GRAIN PER RIVERSIDE CO.STD.NO.309 e:i SLOPE CUT- 3.643,000 CU.YDS. FILL-1,603,000 CU.YDS. �
DATE; O2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2
SOk10k2' (FACING) TFE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE,SWELLING.SUBSIDENCE,OVER 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'MILL BE RACED IN
o°o (RIP-RAP SLASH PAD FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES.UNLESS THE LOCATION.MATERIALS,AND DISPOSAL
EXCAVATION OR ANY SPECIAL CODITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY m
O3 CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 2 °°®° 1UMGROUTE0 METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER, o
SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER
CUT/FILL CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING 37. THE ENGINEER M0.157 SET GRADE STAKES FOR ALL DRAINAGE CREVICES AND DETAIN INSPECTION BEFORE APPROVAL. o
O4 10'x10'x2' (FACING)RIP-RAP SPASM PAD (UNGROUTEO) DAYLIGHT LINE OPERATIONS.NOR CAN THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK N
QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
SEE SHEER 14 FOR SFORM DRAIN COSTH1CTIfN NOTE EARTHWORK QUANTITIES FOR BIDDING,CONTACT,AND COSTRUCTION PURPOSES. IF IT
APPEARS THERE WILL BE EXCESS OR SHORTAGE(F MATERIAL.THE CONTRACTOR MAY NOTIFY 39. SITE MUST OBTAIN NPOES PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.
THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE
SAID MATERIAL EXCESS OR SHORTAGE. CERTIFICATION:
THESE HAVE REVIEWED FOR COMPLIANCE
SOILS ENGINEER ENGINEER OWNER DEVELOPER TOPOGRAPHY SOURCE LEGAL DESCRIPTION ASSESSOR'S PARCEL NO. WITH THEANS APPROPRIABTE EE NCONDITIONS OFF DEVELOPMENT
AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
AL8U6-KEEFE 6 ASSOCIATES. INC. ALBERT A.WEBS ASSOCIATE K.HOVNANLAN FORECAST HOME K.HOVNANIAN FORECAST HOMES INLAND AERIAL SURVEYS,INC. BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP 391-260-040 AND A PORTION OF 391-260-047 8E ISSUED.
1403 N.BATAVIA STREET,SUITE 115 3788 MCCRAY STREET 3536 CO)COURS STREET,SUITE 100 3536 CONCO RS STREET.SUITE 100 5826 MAGNOLIA AVE. NO.30787 AS SHOWN BY MAP ON FILE IN BOOK 204 AT
ORANGE,CA 9286 E 7 RIVERSIDE,CALIFORNIA 92506 ONTARIO,CA.91764 ONTARIO.CA.91764 ! RIVERSIDE.CA 92506 PAGES 5-7.RECORDS OF RIVERSIDE COUNTY,CA.IN
(714)744-9760 (909)686-1070 (909)483-7320 (909)483-7320 (909)785-0160 SECTION 34,T.5 S.R.5 W.S.B.M.
TOPO DATE NOV.2000
RAYMOND O'DONNELL R.C.E.N0.26603
NPDES WDID# 8334300223
�7 NOTE: SEAL-ENGINEER A L B E R T A.
O BENCHMARK: CITY OF LAKE ELSINORE SHEET N0.
� \
WORK CONTAINED WITHIN THESE PLANS F=u CIVIL ENGINEERS
ML22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN 3788 McCRAY ST.
ENCROACHMENT PERMIT AND/OR A NELEN CONCRETE POST AT NORTHWEST CORNER
RIVERSIDE CA. OF HAMMER AVE.AND SCAN PO.37.ON OF
GRADING PERMIT HAS BEEN ISSUED. Q a� A S C I A T E S (909) 6E36-1070 70 SCFLEISMAN RD.29.OW OF OF HA KgMMER AVE. 11.ON TRACT NO. 30789
TM NNE N CONS TANT9 ROUGH GRADING PLANS
OF PP.672458, f.05 OF A MARKER POST.
DAL TWO WORKING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 03 PAP 1 FEALItT�I MCV AOD FETA7NDNG REVISE PAD Hn caraz ELEV 627.504 N
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �•
BEFORE - DAYS BEFORE ELEVa FEVLSE SHFS S, 106 1L 13,& 14 1 3 JZ OF 15 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR avb I TITLE SHEET
TOLL F f_�_u YOU DIG DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ryelM.or C REPA-r RE B R.C.E. NO. C58602 SCALE: FILE N0.
♦PUBLIC 5EVICE By FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS r r� O 3 H: AS SHOWN �. N/A FOR: W.O. F.B.
UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE EXP. DATE: 12-31-06 K.HDAIMIIAN FaILAST 02-0230 A
/2/23/c3 �C4A?L.,c�S. /�B,IcZ