HomeMy WebLinkAboutTR31920-7 RGP pg.1 GRADING NOTES
1. ALL WORK SONAR BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE
CHAPTER C.B.C. AND IX CHAPTER
AND THE LATEST EDITION ROUGH GRADING PLAN
OF THE .B.C.APPENDIX CHAPTER 33.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, �ER�y
PRIOR TO ANY OPERATION. FOR SJM
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA Q ~
ALERT(1-800-422-4133)I HOURS PRIOR GRADING. TRACT 31 V 20-
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4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
OF BEGINNING GRADING OPERATIONS.
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. EARTH WORK QUANTITIES CITY OF LAKE ELSINORE LAK 'o
6. CUT SLOPES SHALL L BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, E RE
N ROAD
AND S`""BE SHOWNE ON THE PLAN. COUNTY OF RIVERSIDE
7. FILL SLOPES SFWL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE S`� fll1. l7(PORT HEMLOCK STREET
APPROVED,SHALL BE SHOWN ON PUN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION 4,354 C.Y. 3,296 C.Y. 1,058 C.Y. �S
OUT TO THE FINISHED SURFACE. STATE OF CALIFORNIA B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE ��I1TC� MALAGq R0� o
A.S.T.M.D-1557-70 TEST METHOD. NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SHALL cPo�
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE DETERMINE HIS OWN QUANTITIES. , ry
GRADMM,INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL A�IIWfIm""W
10. ALL FILL MATERIAL SWILL BE CLEAN EARTH. NO FILL SWILL BE PLACED UNTIL PREPARATION OF
GROUND IS APPROVED BY THE SOILS ENGINEER. EROSION CONTROL NOTES PQ� �' ® •®
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2` PER FOOT - OLIVE ST,
FOR A MINIMUM OF 3'.THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. w
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS A. IN CASE OF EMERGENCY,CALL ROBERT OLIMAN AT(619)520-9560(24-HOUR PHONE NUMBER)
THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT
0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. WORK IS DONE IN ACCORDANCE WITH THE APPROVED PLANS.
13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF AL FILL SLOPES OVER 5'HIGH. LEMON STREET
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. SCOTT M.WILSON R.C.E.NO.49884 EXP.09/30/14 DATE '
PROJECT
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL L BE PERMITTED. C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, 0
ER 15 THROUGH APRILSNTE
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A AATTTCCOONVENIENT LOCATIONS TOIFACILITATE RAPID
NECESSARYMACONSTRUCTION OF TEMPORARY DEVICES OR TO REPARRIALS SHALL BE AVAILABLE ON-SfTE ANDD
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. VICINITY ~P
CHARACTERISTICS OF THE SOIL �2 CALE
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO
ISSUANCE OF BUILDING PERMITS. E. ALL REMOVABLE PROTECTIVE:EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH , s
18. THE GEOTECHNICAL REPORT DATED 5/11/07 PREPARED BY NEBLEIT&ASSOCIATES WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. SHEET INDEX
AND THE SOILWORKS LETTER DATED OCTOBER 15,2012 SHALL BE CONSIDERED A PART OF THIS
GRADING PLAN AND SHALL BE COMPLIED WITH. R AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS, �P� SHEET DESCRIPTION
ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE Y r`
IMMEDIATELY REPAIRED.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 1 TITLE SHEET
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN G.-FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION u ,P +�
SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS OF EACH WORKING DAY. 2 INDEX/DETAILS SHEEP
REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. + y
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS ♦ \ x 3-6 ROUGH GRADING TRACT 31920-7
CONSTRUCTION/GRADING. INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A ♦ w ,�
HAZARDOUS CONDITION. ♦ Eby s 7 EROSION CONTROL SHEET
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER ♦ �� /
TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'-IN VERTICAL I. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND OPERATE SUFFICIENT CAPACITY PUMPS AS ♦ ,• \ u x _
HEIGHT. NECESSARY TO EUMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE WHENEVER THE WATER DEPTH •p - LEGEND AND ABBREVIATIONS
♦ T
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. EXCEEDS TWO FEET.
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED � ♦ �,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE Q% V_ TRACT BOUNDARY TC TOP OF CURB
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL
MATERIAL SLOPES GREATER THAN 5:1 ARE SCIAL NOTE.�i-- Rp 1_ 1 � - s ��' +• - _______ FL FLOWLINE ELEV.
REWIRED TO BE KEYED AND BENCHED. - O 1 r " RIGHT'OF WAY
41. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJET ENGINEERNG GEOLOGIST/SOILS ENGINEER NOT LESS ,\ p LOT LINE TG TOP OF GRATE
THAN 72 HOURS IN ADVANCE OF THE LOCA17ON OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED 1k 1 rl_--` , GB GRADE BREAK
IMPORT SOURCE SHALL.BE SAMPLED,TESTED AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON O 1 t '� - �/��� TOP&TOE OF SLOPE
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: THE SITE. 1 `^ I ,, M FG FINISH GRADE
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, 4y. THE CTIY'S APPROVAL OF THIS ROUGH GRADING PLAN DOES NOT GRAM ANY APPROVAL FOR THE FUTURE
COLLLMAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 1 _ a -R---R- RIDGE LINE LP LOW POINT
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING PAD ELEVATIONS ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THEIR PAD
OPERATIONS. ELEVATIONS AT 126ZO FT. MINIMUM AND THE GARAGE FINISHED FLOOR ELEVATIONS AT 116700 FT. 1 s, ® +° -C---C- CONTROL LINE HP HIGH POINT
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL 43. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY FLOOD CONTROL I +,`r , �' a INV. INVERT OF PIPE
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. - �_-- -1250- PROPOSED CONTOUR FS FINISH SURFACE
DISTRICT,DATED AUGUST 12,1999. THIS GRADING PLAN IS CONSISTENT WITH THE GRADING PLAN`E- 1 ,
25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT It REFERRED TO IN THEN ABOVE LETTER FOR FLOOD STORAGE CAPACITY AND OPERATION. i ° I EXISTING CONTOUR FF FINISHED FLOOR
__ T
ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL "
HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR a PAD= PAD ELEVATION
�'�-LOT AU � � � ,� e •a� IX�TING POWER POLE
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; ',/, „ _ GFF GARAGE FINISHED FLOOR
COMBINATIONS,15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION QOLF d_u 'I / `F-� '- �j 7O LOT NUMBER GL GARAGE UP
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UPC. _�_JI-'\ _-
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ;-------� %�'-� -/T c�urrE ow RATE
ADJOINING PROPERTIES WRING THE GRADING PROJECT.
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE -'�-. GRADED SWALE I \V I D
SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE NOTE:STREET NAMES SHOWN HAVE TO BE APPROVED BY THE CITY. --- STREET CENTERUNE 1�)JLII
AND SHALL BE CON(IRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO -'- - FLOWLWE
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES 18 CONSTRUCTION NOTE
NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ANY DAMAGE TO THESE LINES OR STRUCTURES. INDEX MAP GRAVEL BAG ROW
CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I'=Iwo d
31. SANITARY FACILITIES SHALL BE MAINTAINEDFUTURE STORM DRAIN
ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS O srMEr NUMBER PER STREET IMPROVEMENT PUNS
OPERATION. AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER
W EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE HARMLESS FROM ANY AND ALL LIABWTY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF � -TMI'UT NUMBER 13 PROPOSED VIEW FENCE
Ca12 Rd V17o1Mng Days In Advaeec®
IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND OR THE ENGINEER.
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY mun ufHl Ft EXISTING MASTER DEVELOPER WALL
FROM HE OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE AND FENCE-SEE MASTER DEVELOPER
34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO sox RrC.Wes pEWEI�M THE PLANSFtAxu A LANDSCAPE PLANS
ROUGH GRADE APPROVAL MOGIC/GEor ORAL fM#AMW STMOPOWF ONLY.M 000000} PROPOSED MASTER DEVELOPER WALL
35. APPROXIMATE DATE OR BEGINNING OPERATION: APRIL 2013 PAVE;ARE IN CQAWIMNCE NTN THE GEU DWIGEOT:TxWk AND FENCE-SEE MASTER DEVELOPER
COMPLETION: JUNE 2013 040WED c RECO MHDOWNS PRESOM w THE REFERENCED LANDSCAPE PLANS
3& NO ROCI(OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3`WILL 8E PRaECT REPORTS)AND SUBSEQUENT AD00M TITS REM GIG ® PROPOSED MERCHANT BUILDER WALL
AND sr cn THE cnEa NOT W
PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, c2uDE nNc ACCURACY OF TIRE V. RucHuau SEE MASTER DEVELOPER LANDSCAPE PLANS
QRG�Ess�ora�,.
AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. ENGNA9FING DEww AND ,wcwaNc EwEs AND cr+AOE.s, �o mio, F,\
OR COMIANCE SEEN BUbW CODE RECUREUMM ARE LWDER ti��E� Rky,�'�6. EXISTING STREET UGHT
37. THE ENGINEER MUST SET GRADE STAKES FOR AL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE 7NE PURVIEW OF OTHERS oe
APPROVAL' PROECT NO, 118,- - No.GE2726�y * EXISTING FIRE HYDRANT
38, GRADING PIAONS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING m cFOT ��P v EXISTING WATER LINE
DEPARTMENT. R ITS)are _OCIOBER 15 20I2 Tq ECHA\Foy, EXISTNG WATER LATERAL
39. HERS SITE FIRS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES) AND METER 80X
PEDANT TO REGULATE 3 MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. sx24�nxte 1 1 dam: EEXISTING XISTING WATER VALVE
VALVE
NPDFS OVOID/:8 33C358736 DATE ISSUED:6/23/10 �J-�
40. DRAINAGE EASEMENT'S WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL
INE
BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. DACE EXISTING SEWER MANHOLE
GRADING PERMIT NO.
REVISIONS: PREPARW UNDER SUPERVISION OF: SCALE: WILSON MINKAMI CITY OF LAKE ELSINORE
- ENCIG GEOLOGIST• SOIL8 ENC;I�Fi: OWNER' pppFESSIgy�
SLORS,INC. MAILLM SUMMERLY, LLC 3-7-/3 -ORATION SOILWOWS,INC. W SHEET 1
o SCOTT M.WILSON DATE DALE: 3 PETERS CANYON T: 949-679-0090 ROUGH GRADING PLAN
s EARTH SCIENCES GROUP EARTH SCIENCES GROUP P.O.BOX 85104 RCE NO.49884 EXP. 9-30-14 s/26/12 SUITE 110
350 ASCHER AVENUE 350 FISCHER AVENUE SAN DIEGO,CA 92186-5104 H No.49884 A F: 949-679-0091 OF 7
THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE IRVINE CA 92606
COSTA MESA,CA 92626 COSTA MESA,CA 92626 T(619)794-1252 * E P * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND
MARK DESCRIPTION BY APPR. DATE J!q c'v'� �P THE ST TE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BQIpMYVtl(No.IW E-Y70.EIEV.1279.I)29. Blass olsc IN caxclLTE POST rr NDIDx a T TRANC�T�NO. 31920-7 FILE NO.
PH: 714-688-5600 PH: 714-668-5600 F(619)336-3010 ? o� cp�p ` INIEMMON oP CDM"sr W AND MISION TRAIL 27'EAST OF THE CMflMM OF MIM TRAIL TITLE LE SHEET
DESIGNED BY: WMC DRAWN BY: WMC O1- BASS,BEANIXx
WWW.801W01IUNYIC.COE11 CENTERLINE OF CEIM?L STIEET,BE1X'N575YAB^N,BEiNPE10*111 MDIMAIfl115 3 AND A METHOD 11E COIIFNME
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN SEUMALO RCE 56915 EXP.6-30-13 CITY ENGINEER DATE MIERSECDONS OF