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Home My WebLink About445-1 Y! U0 5 !oU !SU � CITY OF LAKE ELSINORE gGRRANDVIEW AVE. _yam_ PRECISE GRADING PLAN 7 1` ' S„ 2 1 41 w 4x FOR e.. MEGAN COURT ' NOLLY GT,8 TRACT No. 29304 N g LOTS 2-15 & 38 Z3 xl 20 19 le 1) le 49 49 v u aal s9 MARU COURT_ TRARUCO DR, _ _ >s " GENERAL NOTES � Ye 27 Re 39 30 at sx SY � 64 HIGH POINT u LOT NUMBER 123 �6 PADELEVATION-0.3' 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE 21. STABILITY CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED BY A - ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND 2% AND THE LATEST EDITION OF THE U.B.C., APPENDIX CHAPTER 33. FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ORTEGA HIGHWAY - PAD ELEVATION a 1258q 12582 a 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE 22.FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. DEEPENED FOOTING ELSINORE,PRIOR TO ANY OPERATION. g PER PLAN PAD=1258.9 FINISH FLOOR ELEVATION 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE (e'ABOVE PAD ELEVATION) 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. INDEX MAP FF=1259.40 AND U.S.A.ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REWIRED TO BE SCALE: 1"=150' �. s•MIN. 1974C-R 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST KEYED AND BENCHED. 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. e MODEL TYPE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: LENGTHOFDEEPENED A451' S. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF Foonec(D.F.) CITY ENGINEER. ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, GF=1258.90 PROPERTY LINE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS BENCHING AND FILLING OPERATIONS. OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. MACY STREET RETAINING WALL, 0� _ D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION WHEN REQUIRED, 12•�7.8 GARAGE FLOOR ELEVATION 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS BY SEPARATE PERMIT OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS 25. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE rc o 3 THAN 9X RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. o i a s9 RIG -OF-WAY8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90 X DENSITY AS DETERMINED BY THE 26. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING i 0 i W MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST METHOD. A HIGHER COMPACTION MAY THE RAINY SEASON AND SHALL BE IN PLACE AT TIE END OF EACH DAYS WORK. r Y CURB BE REQUIRED BY THE SOILS ENGINEER OR PUBLIC AGENCIES. EARTHWORK QUANTITY ESTIMATE 27. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. x > 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND = g ` CUT FILL INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR 28. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE GRANDVIEW AVENUE 1^ I Ii EXCAVATION 750 C.Y. TYPICAL LOTI. TO THE PLACING OF FILL. PERMITTEE. PROJECT SITE Iftu N.T.S. EMBANKMENT ---- 750 C.Y. 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 29, AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. SUBSIDENCE ---- ---- PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 30. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION SHRINKAGE ---- ---- 5'MIN. wL 5-MIN. 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS T OF GRADING OPERATION. TRABUCO DR. IMPORT/EXPORT ---- ---- THAN 1/2"PER FOOT FOR A MINIMUM OF 3% THEN%(MINIMUM)TO FLOW LINE OF EARTH 3'MIN. 2'MIN. zMIN. 3'MIN. SWALE. 31.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL WORTEGA HWY. TOTALS 750 C.Y. 750 C.Y. SLOPES IN EXCESS OF 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE SHALL BE A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. APPROVAL OF FINAL INSPECTION. VICINITY MAP 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 32. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF N.T.S. OVER 5'HIGH. WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 7771 UPPER PAD RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH m LOWERPAD 14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP FACILITIES ARE SHOWN ON THESE PLANS. OF ALL CUT SLOPES. IN 33. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, A°I° . M PRIOR TO ROUGH GRADE APPROVAL 52.00' _ 49.50' � �,L� zo°I°� 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. - P 50.00' m SLOPE VARIES 21 MAX. 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND 34. APPROXIMATE DATE: BEGINNING OPERATION SEPTEMBER 15,2001 PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS COMPLETION SEPTEMBER 15,2002 TYPICAL SWALE SECTION (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. PLAN 3 35. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN PLAN 1 PLAN 2 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION INSPECTION BEFORE APPROVAL 2531 n 2807 REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER 2359 N Q FOOTING TO BE DEEPENED DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. N F.F.ELEV. THAN 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3"OF FINISH GRADES `0 a o"1 d 18.THE SOILS ENGINEERING INVESTIGATION PREPARED BY PACIFIC SOILS ENGINEERING INC. UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY VARIES,B"MIN.TO F. 2D' o APPROVED BY THE SOILS ENGINEER. �8".EXTRA DEPTH FOOTING OF' DATED JUNE 6, 2000 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL -9, PER PLAN,MAX. EDLENGTHFOOTING IN BE COMPLIED KITH. 37. THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE EUMINATION SYSTEM PAD ELEV. oqa DEEPENED FOOTING(D.FJ NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. I Mi 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT ( CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. NPDES PERMIT//WDID NO.8 335313421 DATE PERMIT ISSUED DUNE 20,2000 IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 2359 SQ. FT. 2531 SO. FT. 2807 SQ. FT. NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 STORY 2 STORY 2 STORY SHALL BE FORMED. 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 3 BEDROOMS 4 BEDROOMS 4 BEDROOMS •� 3-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE TYPICAL EXTRA DEPTH FOOTING PLAN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. N.T.S. 5 UNITS 5 UNITS 5 UNITS NOTICE TO CONTRACTORS 33.3% OF 15 LOTS 33.3% OF 15 LOTS 33.3% OF 15 LOTS Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of the construction of the Project, including safety of all LOT AREA TABULATION TYPICAL HOUSE TYPES persons and property; that this requirement shall apply continuously and not be limited to SCALE: 1"=30' LOT NUMBER NET AREA (S.F.) LOT NUMBER NET AREA (S.F.) LOT NUMBER NET AREA (S.F.) normal working hours; and that the Contractor shall defend, indemnify and hold the SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS LEGEND Owner and the Engineer harmless from any and all liability, real or alleged, in 1 8737 19 7200 37 7376 connection with the performance of work on this Project, excepting for liability arising 2 8080 20 7200 38 8774 from the sole negligence of the Owner or the Engineer. 3 8080 21 7200 39 8050 0 - 3'X7' TRASH PAD 4 8080 22 7200 40 7445 F.S. - FINISHED SURFACE 3� - SHEET NUMBER TOTAL NUMBER OF LOTS 54 5 8006 23 11695 41 8484 T.C. - TOP OF CURB 125.0 - PAD ELEVATION TOTAL NET LOT AREA 491319 S.F. 6 7062 24 17816 42 12427 UNDERGROUND STRUCTURES ZONING 6 D.U./ACRE 7 13607 25 8797 43 12B69 F.L. - FLOW LINE - TRACT BOUNDARY L ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND MAXIMUM LOT AREA 16623 S.F. 8 15689 26 8045 44 7119 INV. - INVERT -a - DAYLIGHT LINE THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION " 9 15689 27 7887 45 7195 UNDERGROUND SERVICE ALERT MINIMUM LOT AREA 7062 S.F. 10 7886 28 7887 46 8135 F.F. - FINISHED FLOOR >m - RETAINING WALL AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS ; 11 7457 29 7894 47 8137 G.F. - GARAGE FLOOR » - DECORATIVE WALL PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR 01,ra9r Yar, CALL: TOLL FREE 12 7560 30 7900 48 7425 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES op 13 7560 31 7654 49 93B7 O - LOT NUMBER 4 DETAIL NUMBER NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; 74 _ 14 7560 32 11288 50 12667 1234.0- TERRACE DRAIN �- SHEET DETAIL SHOWN LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE 1-800 15 7763 33 10077 51 12940 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 15 7763 34 1007 52 12940 RIM - RIM ELEVATION T•F. - TOP OF FOOTING OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 227 2600 17 7200 35 7200 53 8835 G.B. - GRADE BREAK T.W. - TOP OF WALL SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR TWO WORKING DA 18 7200 36 /�, 7200 54 11139 STRUCTURES CONCERNED BEFORE STARTING WORK. YS BEFORE YOU DIG 'N 02-324 /3rJ iN 3-20"02 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL ENGINEER BENCHMARK. CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 1LOFESS/O,y4 Lohr + Associates II1C RIVERSIDECOl1NTYBENCHMARKN025-BBSTANDARDDISKSETIN THE STATE LAWS,AND A PERMIT CAN BE ISSUED. �OQ Y CONCRETE oI MILE NORTHEAST OF INTERSECTION OF MACY STREETAND GRAND-JE ON THE SOUTHFASTFRITY SIDFOF ES IN THE COUNTY OF RIVERSIDE, CALIFORNIA Land Planning 43513 Ridge Park DO. 98 FEET EASTERLY OF THE MOST EASTERLY CORNER OF ADDRESS Civil Engineering Temecula,Co.92590 e32525.35FEETNORTHEASTOFNORTHEASTGATEPOSTIN- TITLE SHEET �j �/7 Surveying Ph.909 576-6726 Fax 909 699-0896 M IN�LINKFTNCEEfo s�of suRVErswTH or suBVEv PRECISE GRADING PLAN OF 2 SHEETS /1-R�s h,.rnt�(Y��mwyl 1^L!^O 2 N0. 20278 z _ RA ON 0�REC.#26603 CITY ENGINEER DATE � EXP.9-30-05 � pREPA ED rHEBA�ISDFREARINCF�RTMIssuRv�,� FOR THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY # # THE3WLYLINEOFRANCHOIAIAGUNAPER FILE NO. AND ACCEPTABILITY OF THE DESIGN HEREON. S /J� ..."_1 3//S,OZ M.B.20MD-53ASNORn159�2V5"w LOTS 2-15 & 38, TRACT No. 29304 IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION DATE BY MARK APPR. DATE v ?P ,-�-,� THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLUTION ENGINEER REVISIONS CITY rF CIVIL. o`F HERMAN S. HOVAGIMYAN DATE SCALE: PREPARED FOR: MITCHELL DEVELOPMENT INC. AND REVISING THE PLAN FOR APPROVAL BY THE CTIY OF CAOI AS NOTED 31225 LA BAYA DR. SUITE 102 �\ DESIGNED BY DRAWN BY CHECKED BY R.C.E.No. 20278 EXP. DATE 9-30-05 tWESTLAKE VILLAGE, CA. 91362 818 597-9282 JN 29003 29032401 03/15/02 PHS1 i I