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Home My WebLink About526-1 ! U ! U !sU CITY OF LAKE ELSINORE 3-GRANIYVIEW AVE. -_ _-_ PRECISE GRADING PLAN 7 s 4 3 FOR e __ MEGAN COURT_a _ 81 MOLLY QT. � TRACT N o. 29304 g u R u y la 11 1. I, 1. is Ip N u A S LOTS 11 16-23, 26-34, 47-54 T 1 I MARIA COURT_ _�' TRABUCO - D GENERAL NOTES 2 1 HIGH POINT G) PAD ELEVATIONLOZ 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 Z. LOT NUMBER 123 = z 'F"� ORDINANCES N0. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND - p zw AND THE LATEST EDITION OF THE U.B.C., APPENDIX CHAPTER 33. FlLL SLOPES OVER 30'IN VERTICAL HEIGHT. ORTEGA HIGHWAY 44- 72592 PADELEVATION 1z6a.a 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE 22.FINAL COMPACTION REPORT lMLL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. - ITT DEEPENS DFOOTING ELSINORE.PRIOR TO ANY OPERATION. 3J PER PLAN PAD=1258.9 FINISH FLOOR ELEVATION 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE IS'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 Fr=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. �g MODEL TYPE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: LENGTH OF DEEPENED N75 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF F DOTING(DI CITY ENGINEER. ALLUVIAL,COLLUMAL 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. RETAINING WALL, N D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION MACY STREET WHEN REQUIRE ° 12S,, GARAGE . FILL FLOOR ELEVATION 7LL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.UNLESS 2i BY SEPARATE PERMIT MIT OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS 25. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE c THAN 909 RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. cWi o < `ma's E �9 RIGHT-0E-WAY 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90 X DENSITY AS DETERMINED BY THE 26. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING ga 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 THE END OF EACH DAYS WORK. = W cuRe BE REQUIRED BY THE SOILS ENGINEER OR PUBLIC AGENCIES. `i 3 z 27.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR 28. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE GRANDYIE 1 AVENUE TYPICAL LOT TO THE PLACING OF FILL PERMITTEE. PROJECT SITE aS N.T.S. 0 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 29. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 30.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION s'MIN. Pa 5'MIN, 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS OF GRADING OPERATION. THAN 1/2' PER FOOT FOR A MINIMUM OF 3', THEN 1%(MINIMUM)TO FLOW LINE OF EARTH AA 7RABUCO DR. 3MIN. ZMIN. 2'MIN. 3MW. SWALE. 31. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 9 p ORTEGA HWY. 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS SLOPES IN EXCESS OF 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH o p THAN AND 2%IF CUT OR FILL IS GREATER THAN . DRAINAGE SHALL BE A MINIMUM o OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM M THE TOP OFF CUT APPROVAL OF FINAL INSPECTION. AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE CUT OR FILL SLOPES. Z 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 :z p UPPER PAD RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH Z LOWERPAD 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP FACILITIES ARE SHOWN ON THESE PLANS. C OF ALL CUT SLOPES. S 52.00� 49.50' q% A°I°MIN 33. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, p 5 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PRIOR TO ROUGH GRADE APPROVAL '� Fr! �7 SLOPE VARIES z:I 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 15,2003 PLAN 1 PLAN 3 TYPICAL SWALE SECTION N.T.S (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. . 35. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN PLAN 2 N 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION INSPECTION BEFORE APPROVAL REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER a FOOTING TO BE DEEPENED DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. F.F.ELEV. 1 THAN 3'WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES q UNLESS THE LOCATION,MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY VARIES.a'MIN.TQ . 20 o� 18.THE SOILS ENGINEERING INVESTIGATION PREPARED BY PACIFIC SOILS ENGINEERING INC. APPROVED BY THE SOILS ENGINEER. -6".EXTRADEPTHFOOTING AlO OF DATED JUNE 6,2000 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL PER PLAN,Max. ED FOOTING F BE COMPLIED WITH. 37. THE SITE HAS OBTAINED A NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PAD ELEV. DEEPENED FOOTING(D.F.) 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT (NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 12"MIN, NPDES PERMIT#WDID NO. 8 33S313421 DATE PERMIT ISSUED JUNE 20,2000 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 1794 SO. FT. 2048 SO. FT. 2340 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 5 BEDROOMS TYPICAL EXTRA DEPTH FOOTING PLAN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3-CAR GARAGE 3-CAR GARAGE 3-CAR GARAGE N.T.S. 5 UNITS 10 UNITS 11 UNITS NOTICE TO CONTRACTORS 19.2% OF 26 LOTS 38.5% OF 26 LOTS 42.3% OF 26 LOTS Contractor agrees that he shall assume sole and complete responsibility for job site LOT AREA TABULATION conditions during the course of the construction of the Project, Including safety of all 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 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 LEGEND fromp the sole negligence of the Owner or the Engineer. D 3 8080 21 7200 39 8050 4 8080 22 7200 40 7445 F.S. - FINISHED SURFACE SHEET NUMBER - EARTHWORK QUANTITY ESTIMATE 5 aoos 23 11695 41 8484 T.C. - TOP OF CURB 125.0 - PAD ELEVATION Ni-z CUT FILL 6 7062 24 17816 42 12427 UNDERGROUND STRUCTURES ,n 7 13607 25 8797 43 12869 F.L. - FLOW LINE - TRACT BOUNDARY EXCAVATION 650 C.Y. ---- 8 16623 26 8582 44 9231 , d ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND _ Z INV. - INVERT - DAYLIGHT LINE THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION - a EMBANKMENT ---- 650 C.Y. 9 15689 27 8045 45 7195 F.F. - FINISHED FLOOR >m - RETAINING WALL AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS UNDERGROUND SERVICE ALERT 10 7886 28 7887 46 8135 SUBSIDENCE ---- ---- _ PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR CO 11 7457 29 7894 47 8137 G.F. - GARAGE FLOOR DETAIL NUMBER CALL: TOLL FREE SHRINKAGE ---- ---- 12 7560 30 7900 48 7425 y _ ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES 00 - LOT NUMBER SHEET DETAIL SHOWN NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; J" 13 7560 31 1128 4s 19387 266 ® IMPORT/EXPORT ---- ---- 14 7560 32 11288 50 12667 1234.0= TERRACE DRAIN T.F. - TOP OF FOOTING 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 TOTALS 650 C.Y. 650 C.Y. RIM - RIM ELEVATION T.W. - TOP OF WALL OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 16 7200 34 7200 52 10974 227-2600 17 7200 35 7200 53 8835 G.B. GRADE BREAK SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR 18 7200 36 7200 54 11139 STRUCTURES CONCERNED BEFORE STARTING WORK. iW0 WORKING DAYS BEFORE YOU DIG U66 (3a1� 12-30-oz THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL ENGINEER . 111 ARK: CITY OF LAKE ELSINORE SHEET APPROPRATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Lohr + ASSOCIOtQS II1C srnrvOAaD DIBKSETIN THE STATE LAWS,AND A PERMIT CAN BE ISSUED. OfESSI CNCRIETE LENORrF"EAS:oF°Nr_EOTIONOF ND-TREEr IN THE COUNTY OF RIVERSIDE, CALIFORNIA ERR �Nq AND GRAND AVENUE ON THE SOUTHEAST-SIDE 6 MACY STREET ' a IN,-U I Land PI...Inc 43513 MD.Park Drlw 98 FEET EASTERLYOF THE MOST EASTERLY CORNER ORADDRESS TITLE SHEET NCF,s Civil EnDIne.HnD T.macula,Ca.92590 43x,z5.35 FEET NORTHEAST OF NORTHEAST GATE POST IN aFooT �p n /1 J• ^ Sere In Ph.909 675-6726 Fax 909 699-oe96 GRAIN LINK FENCE 1-FOOT SOUTH OF SURVEYSOUTHOF SURVEY PRECISE GRADING PLAN OF 3 SHEETS /-7-03 No 16525 T W 9 MARKERPOST.ELEv=lzss as RAYNON O'00NNELL REC./26603 CITY ENGINEER DATE E,pF90-d�>a PREPAR D BY' THE BASIS OF BEARING FOR THIS SURVEYIS FOR THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR ASSURING THE ACCURACY B InGUNAPER LOTS 1,16-23,26-34, & 47-54 TRACT No. 29304 FILE NO, THE SWLY LINE OF RANCHOIA AND ACCEPTABILITY OF THE DESIGN HEREON. J' J �.� zz,9_oz e z siso-s3 AS NORTH53'3zo5^w IN THE EVENT OF DISCREPANCIES ARISING AFTER CRY APPROVAL OR DURING CONSTRUCTION DATE BY MARK APPR. DATE q�F CIVI oPNw PREPARED FOR: MITCHELL DEVELOPMENT INC. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLUTION DESIGNED EBY DRAWNER RBYISIONS CHECKED BY CITY DT Lnl1 RRC.E.No. D 6526ES G EXP. DATE 6-30 -OS MSCALE. AS NOTED 31225 LA BAYA DR CA.SUITE 02 818 597-9282 S Z,C� AND REWSINO THE PUN FOR APPROVAL BY THE CRY JN 29003 29032401 12/08/02 PHS3