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HomeMy WebLinkAbout576-1 i ,f'niJfFn{'I Cff! V Et�f'' \ GRADING NOTES TY E O F LAKE E L SI�LI�®R E 1. ALL WORK SHALL BE DUE DA IN ACCORDANCE WITHATIO THE CITY OF LAKE EDITION FORDINANCESUB. N0.BO]AND 882 AFD APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE US.C,CHAPTER 33. I 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINOW_PRIOR TO ANY '.. OPERATION. DALE f5 ���p\t�7� �.{�J') 3. THE DEVELOPER AN)/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA.ALERT CT. _N_ TRACT �{��3 ®O 3® /J f"'\_ � (1-800-227-2600)48 HOURS PRIOR C GRADING. wEsrwmO Llll LLII JJ L1 * 4. THE CONTRACTO SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS S IN ADVANCE OF OR. � BEGINNING GRADING OPERATIONS. SITE CJ� LGR 1'HIGH �[]� �[���'[��7J �� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. SLJSWEPi . E BERM ©� Y LI ®�tJMG PLAD76. CUT SLOPESSHALL BE NO STEEPER THAN 2 HORIIONTAL TO 3 VERTICAL,UNLESS OTMERWISE APPROVED, PAD 2 APO SHALL BE SHOWN ON THEPLM1. LAKESFgfiE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, M. SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SECMARr N y�pe� //( SLRFACE. ACCESS 1�I _ f I - - 8. FILLS SHALL BE COMPACTED TFROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER PRIMARY PAD PAO 1 2 `� AS.TM.D-1557-70 TEST METHOD. ACCESS ST. O�rl 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE S S N<VICKER CAN GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. _ z YON •7 - c s PARK ACCESS RO ¢ 74 P TYPICAL SLOPE DD 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND c fD1 IS APPROVED BY THE SOILS ENGINEER. L N.T.S. D3 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2-PER FOOT FOR S m _ A MINIMLH OF 3'.THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE. 5 o '• 12. MINIMUM BUILDING PAD AND GRADJAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', n fw ' AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 05'DEEP AND -----------,t CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. /'� n Bf 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. VICINITY ��A INITY MAP R D � 14. PROVIDE A BROW DITCH.DESIGNED TO HANDLE IDO STORM FLOWS ALONG THE TOP OF CUT SLOPES. NTS f f� 7 S5. NO OBSTRUCTION OF FLOM PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2 H p 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING.AND PROVIDE A FINAL ZS PAD-0.3' �{��•jFj� F _ ' fyT SOILS REPORT WINCH INCLUDES FOUDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS SLOPE H R' S'I f;e a OF THE SOIL. fs ssa 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AM A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AMC ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE ON >d nor x- r>4 BUILDING PERMITS. 3" 1 . R/W 60' R/W 12' 3• ]B _ ) _/ 1 18. THE PRELIMINARY GEOTECHNICAL INVESTIGATION DATED APRIL 24.2003 PREPARED BY ALBUS-KEEFE&ASSOCIATES INC. LOT �' J1 ct 9 if >3 JJ 8 (GEOTECHNICAL CONSULTANT),SHALL BE CONSIDERED A PART OF THIS GRADING PLAIN AND SHALL BE C04PLffD WITH. MIMDFA 74 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ON BUILDING PAD Bf ELEVATION. WMEPE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) PAD CURB TC-1' TC I 87 z� SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROl1d]SIFfACE IS REOUIRE0.THE ACTUAL 6 � � sa 50 �_J- DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 3' u R 20. ALL PROPERTY CORNERS SHALL ME CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ,ETYPICAL ROUGH GRADING STREET SECTION �iEM�oRARY MIN. D�,. B CONSTRUCTION/GRADING. 6 1.5 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 15 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE N.T S. \ PAD S P j,2 BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 2% REV. '7 °0 <S 22. A FINAL COPACTION REPORT WILL BE REDJIREO FOR ALL FILLS GREATER THAN ONE FOOT. _ _ x a3 9 MIN. MIN. -N 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 APPROVED BY A REGISTERED - z SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN ai ARE REQUIRED TO BE n KEYED AND BENCHED. NOTE FOR EROSION CONTROL 1 3 4 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: _ s Y A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BAC 1 ffILL OF ALLUVIAL,CgUVIAL - AN EROSION CONTROL PLAN HAS BEEN PREPARED AND R/W B B AND TERRACED AREAS AND ANY SLDSTRUCTURES. SUBMITTED SEPARATELY FOR REVIEW AND APPROVAL. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTIONR BENCHING AND FILLING OPERATIONS. - r LIIT-J' i STREET CURB �oi 7E H ��THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION C. DOING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. SYSTEM (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDTRIAL STORM GRAPHIC SCALE 1"=300' 0. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. WATER O US ISOiARGES. - - I 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON CENTERS NPDES PERMIT NO_ DATE PERMIT ISSUED: 0 300 600 900 OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT.IN ADDITION TO GROOM COVER T�TDT/ti A i TOT SHALL BE PLANTED WITH APPROVED TREES,SHRUBS OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED 1 1 rlCAL LOT AT 10'ON CENTERS;TREES,20'ON CENTER COMBINATIGS, 15'ON CENTERS. SLOPES OVER 3'IN 8334300223 JU_Y 28.2003 VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER N.TS. UBG,CHAPTER 70. INDEX MAP 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. SCALE: P=300' 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON SOILS ENGINEER'S CERTIFICATE INDEX OF SHEETS AND SHALL BE IN PLACE AT THE ENO OF EACH DAYS WORK. HE STATE OF 2B. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. '\ CALIFORNIA.PRINCIPALLY DOZINREGISTERED SBUSINESS IN THE IFNIEEER D OF OF TAPPLIED SOIL TITLE SHEET 1 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. MECHANICS,HEREBY VERIFY THAT A BAWLING AND STUDY OF THE SOIL 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. CONDITIONS PREVELENT WITHIN THIS SITE WAS MADE BY ALSUS-KEEFE& GRADING PLAN 2-13 ASSOCIATES,UNDER MY DIRECTION BETWEEN THE DATES OF 4-24-03 BASIS OF BEARING 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMLETION OF GRADING OPERATION. AND ONE COMPLETE CONY OF THE SOILS REPORT COMPILED TH FROM THIS STUDY,WI MY RECOMMENDATIONS,HAS BEEN SUBMITTED TO THE STORM DRAIN PLAN 14--1.5 'i BASIS OF BEARING IS THE WEST LINE OF PARCEL 1 OF PARCEL MAP 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PPAVIOED FOR ALL SLOPES IN EXCESS OFFICE OF THE CITY ENGINEER. LEGEND NO.30787.ON FILE IN BOOK 204 OF PARCEL MAPS AT PAGES 5 THROUGH 7. OF 3 FEET VERTICAL HEIC4T WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE INCLUSIVE.RECORDS OF RIVERSIDE COUNTY,CALIFORNIA.TAKEN AS WITH ORDINANCE NO.B82 PRIOR TO THE APPROVAL OF FINAL INSPECTION. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION NORTH 06'1558'EAST. AND CONFORM TO THE RECOMMENDATIONS MADE IN THE SOILS REPORT HP. HIGH POINT 33. ANY CONTRACTOR I13LE FORA WOW AG THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE R SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTDJG FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM MENTIONED�ASE. HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. E.G. EXISTING GROUND APPROXIMATE EARTRVORK QUANTITY ESTIMATE 34. THE OESION ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISFEO PAD.PRIOR TO FOIAUi • WO E A -" GRADE APPROVAL. N SIGNEQ .ELF �- CONSTRUCTION NOTES. F1. TORFLO OF APPROXIMATE EARTHWORK ESTIMATE ' /� a f, iE 24'SS T.C. TOP OF CURB 35. APPROXIMATE DATE OF: BEGINNING OPERATION: AUGUST 2003 AS R,V`(�-�'„ N R.C.E.R NO. O CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE CO.STO.NO.309 ZS SLOPE CUT- 1,643,000 CU.YOS. FILL-1,683,000 CU.YES. COMPLETIONt DECEM9ER 2003 R✓ y Z nj m DATE; O j * L_ 4 36. NO ROC(OR OTHER IPFEOUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN 2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2 SOMO'x2' (FACING) 7HE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE,SWELLING,SUBSIDENCE,OVER L o Or O P_ FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION.MATERIALS AND DISPOSAL LH RI RAP SLASH PAD EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN TFE PRELIMINARY METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. N • f T 1 .- O3 CONSTRUCT OOWNDRAIN PER DETAIL ON SHEET 2 UNDROUTEO SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER n CUT/FILL CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. - �_ O 10'X10'X2' (FACING)RIP-RAP SLASH PAD (UNGROUTEC) DAYLIGHT LINE OPERATIONS,NOR CAN THE ENGINEER ASSUNES NO RESPONSIBILITY FOR FINAL EARTHWORK 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. n SEE SHEET 14 FOR STOF14 DRAIN CONSTRUCTION NIDTES EARTHWORK QUANTITIES FOR BIDDING,CONTACT,AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE WILL BE EXCESS OR SHORTAGE OF MATERIAL,THE CONTRACTOR MAY NOTIFY 39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE TE MUNICIPAL A INDUSTRIAL STORM WATER DISCHARGES. ¢I THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE m SAID MATERIAL EXCESS OR SHORTAGE. CERTIFICATION: N SOILS ENGINEER ENGINEER OWNER DEVELOPER TOPOGRAPHY SOURCE LEGAL DESCRIPTION ASSESSOR'S PARCEL N0. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT of AND/OR CITY AND STATE LAWS.AND A PERMIT CAN N ALBUS-KEEFE&ASSOCIATES, INC. ALBERT A.WEBB ASSOCIATES K.HOVNANIAN FORECAST HOMES K.HOVNANIAN FORECAST HONES INLAND AERIAL SURVEYS, INC. BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP 391-260-040 AND A PORTION OF 391-260-047 BE ISSUED. 1403 N.BATAVIA STREET.SUITE 115 3788 McICAAY STREET 3536 CONCOURS STREET,SUITE 100 3536 CONCOURS STREET,SUITE 100 5826 MAGNOLIA AVE. NO.30787 AS SHOWN BY MAP ON FILE IN BOOK 204 AT m ORANGE.CA 92867 RIVERSIDE,CALIFORJIA 92506 ONTARIO.CA.91764 ONTARIO,CA.91764 RIVERSIDE,CA 92506 PAGES 5-7.RECORDS OF RIVERSIDE COUNTY,CA.IN /T N (714)744-9760 (909)606-1070 (909)483-7320 (909)483-7320 (909)785-OS60 SECTION 34,T.5 5,R.5 W.S.B.M. TOPO GATE:NOV.2000 RAYMOND OUONNELL R.C.E.NO.26603 NPDES WDIN 8334300223 n O NOTE: SEAL-ENGINEER A L B E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET No. WORK CONTAINED WITHIN THESE PLANS oyrEssi � /T 7`� ML22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHALL NOT COMMENCE UNTIL AN Y Y E1 13 3788 DE CA. 2 CONCRETE POST AT NORTHWEST CORNER ENCROACHMENT PERMIT AND/OR A �,BEM A SS- C 1 A T E S RIVERSIDE CA. 92506 OF HAMMER AVE.AND SCH_EISMAN RE).37.0N OF GRADING PERMIT HAS BEEN ISSUED. a ® a a (909) 586 1070 TRACT NO. 30789 Yn uaE c corvsucrefrNs SCFLEISMAN FD.29.0'W OF HAMPER AVE. S1.ON E� .- ,m OF PP.#72458, LO S OF A MARKER POST. ROUGH GRADING PLANS DIAL TWO WORgNC THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR fa a.BsaB = -a+' s, ELEV=627.504 _ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �' e ., '� ✓' "� OF 15 SHEETS BEFORE DAYS BffORE s �..�. I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR ,N ava `� TITLE SHEET YOU DIG YOU DIG DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE "+ EPARED BY- C58602 SCALE: mu PREE f-eoo-zzY-zaao far t T R.C.E. N0. A PUBLIC BEYICE DY FOR DETERMAL B AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS ]�f3 H. AS SHOWN y. N/A FOR: W.D. F UNDERGROUND SERVICE MELT FOR APPROVAL ar THE cwrvrr. ENGINEER CITY DATE f--c�'�� EXP. DATE: 12-31-06 K.FZN kM FORECAST 02-0230 J �:r� G:�:✓ f� �lz` °.7 ��(