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HomeMy WebLinkAboutRough GradingVEE DI1 ONLY FINIS SURFAC P/L SET BACK PER U.B.C. j 30-00, NATURAL GROUND Z�7 lieo� I. CONCRETE SHALL -HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 p.s.i. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 2. REINFORCING SHALL BE 6" X 6" - W 1.4 X W 1.4 WELDED DIRE MESH fW.W.M.) OR APPROVED EQUAL. 3. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACE- MENT OF CONCRETE. CURING COMPOUND SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. 4. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAIL HEREON WHEN SLOPE EQUALS OF EXCEEDS 2:1. BROW D I TCH DETAIL � NOT TO SCALE OR TOP OF SLO,ae 5 i CITY OF. TEMEC ROUGH GRADING GENERAL GRADING NOTES ULA1. ALL GRADING SHALL CONFORM TO THE 1998 CAl/i. BUILDING CQDE,APPSND/X CHAPTER 339 AS AMENDED BY ORD/MANCE 99-23 PLAN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED p�L E,uRrfro�R� p�R A MINIMUM OF 2' FROM TOP OF CUT OR FILL SLOPES, PCL I, PARCEL MAP 28627- I, �,�/'�`��'4�L Sc 3. MAXIMUM CUT AND FILL SLOPE 2:1. PCL A, LLA N0. PA 98-0331 AND PCLS,. _1 - 5, PARCEL MAP 28627-2 EROSION CONTROL NOTES 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS. DURING THE 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL RAINY SEASON FROM OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE FILL SLOPES OVER 5' G H. ER HIGH. 1(800 442-4133 REQUIRED FOR ALL ROUGH GRADING. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT G.F. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 2. IN CASE OF EMERGENCY, CALL FRED 6RIMES = OVER 1 ' DEEP. OF N?64RI rA CANYON GLC AT ( 909 6 ?_6 -- TI 771 1..1...1 . q 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF WORK REQUIRED IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). 2'e'0-1664. ECT/01A/�' TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ExC8. LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT S 7. ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE P/az 20 .M. Gf/. 4.4-RS'M7: ALONG TOP OF CUT SLOPES. AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER :ASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 9. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER., 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END �.� BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40% FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING 7 AFTER A RAINSTORM ALL SILT AND DEBRISSHALL BE REMOVED FROM CHECK W 2EAi? rH SEI?IW NOT TO SCALE xAco sEF�viC ' w6546RN SYRA 55 5TAVON PVMT Eg:yl Cuea SECrION A - R TEXACO SEI?1114C4r. 6 r r1nN , 2 8X, Aj:�. o FVmT .� 2 $SG 7"IoN - . N. rs: 0 CORONA RANCHO CALIFORNIA ROAD FRONTTEMECULAUnderground Service AlertPROJECTC=3' Cali: TOLL FREE SITE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CQNSTRUCTION RECORD DATE BY ControctorInspector DateCapleted VICINITY MAP NOT TO SCALE REVISIONS SANTAMARGARITARIVER 9•l0.4Z1w.b. ISI\UPOA T9 cRoSI0N CpNrROL IMPS. SIrr.No.2 ;D GRADE 79 SOUTH TCREEK TO ESCONDIDO w NO.2:1SLoPF Y'/N/S'f14'D 61?40, "e X- 6/?/V,Q . Tre•,? i SECTION 8-8 N, 7; s, 01 BERMS, '.v.. v'.`v.. NOTIFICATIONS BERMS, SILT FENCES, DESILTING BASINS AND SIMILAR DEVICES. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. THE CONTRACTOR SHALL BE RESPONSI BLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SLD�°�' 'b 2 I ���. FILL SLOPES OVER 5' G H. ER HIGH. 1(800 442-4133 40 nen rTl I cunt I a� 131 nr�cn nm CVTCTTKIC �oniinin IIKITTI TUE: r_oniinin unc 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT G.F. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 12. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER OVER 1 ' DEEP. INFORMATION IS SUBJECT TO CHANGE. q 6. � A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S A DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ECT/01A/�' TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO I LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. S 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS P/az 20 .M. Gf/. 4.4-RS'M7: ALONG TOP OF CUT SLOPES. r��Ns vA�16s 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER :ASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OF EXISTING STORM THE PRELIMINARY SOILS INVESTIGATION BY pgclr/C SOILS ENGIN,�ERI INC. N . Dr. 7-,41L Syr. NCI. ! OArED M4y 99) 15096, TWO SETS OF THE FINAL COMPACTION REPORT SHALL �.� BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE �, Q / H FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING 9X. f. GRNO 2-I Slaps (� O�Ao HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE W PRELIMINARY SOILS REPORT, 10, THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 HOURS HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE /V. r.!5 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694--6411 11 CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 9. THE CONTRACTOR SHALL BE RESPONSI BLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS UTILITIES OR AGENCIES EXCAVATION: (909) 694-6411 y i • SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE N0. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 10. DESILTING BASINS ARE TOBE_CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING UNDERGROUND SERVICE ALERT: 1(800 442-4133 40 nen rTl I cunt I a� 131 nr�cn nm CVTCTTKIC �oniinin IIKITTI TUE: r_oniinin unc DATE ACC'D BENCH MARK USG GS BRASS CAP J--63, 1927 LOCATED ON THE N.E. SIDE of OLD BANK BUILDING AT N.W. CORNER MAIN STREET AND FRONT STREET ELEV. 1005.808. UNDERGR,OUND AREAS ARE COMPLETE PER ROUGH GRADING PLANS. .v 1 iLL ui ir�.�. u�. r..nv�.v vv .,niv i ivv vnvvvu vv .tom. i i i., vnvvvv ir+.� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 11. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS MATERIAL. STRUCTURES TO THIS PLAN AS DEEMED NECESSARY. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT SUBSIDENCE G.F. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY!! ALL OTHER SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER .L !D THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE INFORMATION IS SUBJECT TO CHANGE. q )CATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH 14. A 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO L :GNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND 'ILITIcS PERMANENT PLANTING. I OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE S 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED U RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). p :ASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES 16. 0 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OF EXISTING STORM M 1 NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY / OF IRK. PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE T OT I CE TO CONTRACTORS WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. W 16. THE oE116LOPCR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 1NTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 308 IN IR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE VERTICAL HEIGHT. �CLUOING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. C PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 18. F 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE I ARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTY A IE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING T !OM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL H AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY T AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. F 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER IST SHALL BE TREATED OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE EARTHWORK QUANTITY ESTIMATE FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, OF 25 FEET OR LESS MEASURED VERTICALLY. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION 0nAA0TMATTlIM0 AMP P �1AI l�C�I'1'Cf]C CI flnCc A%/CI'1 A 8 TA1 \/C1'1TTI'+At L1CT1'±L17 PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; { GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING 12 FEET OF CUT MEASURED VERTICALLY. 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING, EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. & L GRADED SL OPE 41?E45 5 " DR Al OR46 5N.4LL B46 Xl YDR0546EDeD ZING x'5,5 5 l/FF/CIENr A14T1J RAL I/E667Ar14N f1A5 BeEN E5T490511D 45 057E AIINA5D t9y rtiZ Cirra� 7461WEC&- 4 lNspAFCr0R . OWNER: L Lohr �-Assoc*iatesInc MARGARITA CANYON LLC Land Planning43813 Rids Park Drive 27440 JEFFERSON AVENUE, SUITE 100 TEMECULA, CA 92590 ( 676-8418 Civil Engineering Temecula, CA 92890 Surveying Ph. 909 878-8728 Fax 909 899-0898 DATE ACC'D BENCH MARK USG GS BRASS CAP J--63, 1927 LOCATED ON THE N.E. SIDE of OLD BANK BUILDING AT N.W. CORNER MAIN STREET AND FRONT STREET ELEV. 1005.808. UNDERGR,OUND mac... .v 1 iLL ui ir�.�. u�. r..nv�.v vv .,niv i ivv vnvvvu vv .tom. i i i., vnvvvv ir+.� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS EXCAVATION 41,400 C-y- MATERIAL. STRUCTURES 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT SUBSIDENCE G.F. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS -- LOT NUMBER SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER .L !D THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE RIM PRIOR TO PLACEMENT OF FILL MATERIAL. )CATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OFI 1PROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLO UNDER- 41,400 C -y• PERMANENT DRAINGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE :GNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND 'ILITIcS PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 1BLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY :ASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE i STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FUNCTION, EXPECTAI.LY DURING STORM CONDITIONS. PROTECTIVE 1 NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING MEASURES AND TEMPORARY QRAINAGE PROVISIONS MUST BE USED TO PROTECT IRK. ADJOINING PROPERTIES DURING GRADING OPERATIONS. OT I CE TO CONTRACTORS 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE - TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 1NTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 308 IN IR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT, VERTICAL HEIGHT. �CLUOING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 18. A'REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT iE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA IE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT !OM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE EARTHWORK QUANTITY ESTIMATE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; -__._.__......... 0nAA0TMATTlIM0 AMP P �1AI l�C�I'1'Cf]C CI flnCc A%/CI'1 A 8 TA1 \/C1'1TTI'+At L1CT1'±L17 F.S. CUT FILL EXCAVATION 41,400 C-y- MEOW EMBANKMENT -� 41,400 C -Ys SUBSIDENCE G.F. -- GARAGE FLOOR SHRINKAGE -- LOT NUMBER 1234.0 IMPORT/EXPORT RIM -- RIM ELEVATION G.B. -- GRADE BREAK TOTALS 41,400 C -y• 41,400 C.Y. F.S. FINISHED SURFACE T.C. TOP OF CURB F.L. FLOW LINE INV. INVERT F.F. -- FINISHED FLOOR G.F. -- GARAGE FLOOR 10 -- LOT NUMBER 1234.0 '- TERRACE DRAIN RIM -- RIM ELEVATION G.B. -- GRADE BREAK LEGEND 0 ~ SHEET NUMBER 1200.1 ~ PAD ELEVATION -- TRACT BOUNDARY -- DAYLIGHT LINE -- RETAINING WALL EXISTING CONTOURS 1600 -- PROPOSED CONTOURS te-4 -- DETAIL NUMBER 2 -- SHEET DETAIL SHOWN RECOMMENDED BYE DATES 10 2.3 D, ACCEPTED BYE �G'�W�'� DATE• lolevs/w DEPUTY QIRECTOR OF PUBLIC WORKS RONALD J. PARKS R,C,E, A9744 Expires 9-30-01 1 0 ERS. SLOPES O ER 4 IN VERTICAL HEIGH SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY'CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, 24. DUST CONTROL A. ALL ACTIVE AREAS SHALL BE WATERED AT LEAST TWICE A DAY B. NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO ALL UNPAVED ROADS IN GRADING AND CONSTRUCTION AREAS ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. C. WHEEL 'MASHERS SHALL BE INSTALLED WHERE VEHICLES EXIT UNPAVED AREAS INTO PAVED ROADS. 0. ALL DIRT HAULING TRUCKS SHALL BE COVERED OR THEY SHALL MAINTAIN AT LEAST TWO (2) FEET OF FREEBOARD, EXISTING TOPO BY: ROBERT J. LUNG G ASSOCIATES 2832 WALNUT AVENUE, SUTE E TUSTIN, CALIFORNIA 92680 (714) 832--2077 04AED: 9-20-95 CITY OF TEMECULA SOILS ENGINEER AND GEOLOGIST: PACIFIC SOILS ENGINEERING, INC." 7715 CONVOY COURT SAN DIEGO, 'CALIFORNIA 92111 (619) 560-1713 L002 -- 166GR LDOO 148GR DEPARTMENT OF PUBLIC' WORKS ROUGH GRADING PLAN PCL/, PARCEL A14 28627-1) PCL A, LLA NO, PA 98-033 ANO PC'L8. /-51# PARCEL MAP 28821•2 PA 97- 0307 Drawing No, Sheet I of Z JN 2003 C� SCALE SEAL, ofESS1' 44 QNB .c 0 H Ivo . 20278 z 4 Exp• 9--30-01 R► `. frI �q �.I V I -- PCALx Designed By Drawn By Checked By Horizontal Plans P� ar ed Under Supervision Of ,+ 0 / �� �C� _ �I _.. Date HERMAN So HOVAGIMYAN R,C,E, No, 20278 Expires 9--30--01 AS SHOWN Vertical AS SHOWN LEGEND 0 ~ SHEET NUMBER 1200.1 ~ PAD ELEVATION -- TRACT BOUNDARY -- DAYLIGHT LINE -- RETAINING WALL EXISTING CONTOURS 1600 -- PROPOSED CONTOURS te-4 -- DETAIL NUMBER 2 -- SHEET DETAIL SHOWN RECOMMENDED BYE DATES 10 2.3 D, ACCEPTED BYE �G'�W�'� DATE• lolevs/w DEPUTY QIRECTOR OF PUBLIC WORKS RONALD J. PARKS R,C,E, A9744 Expires 9-30-01 1 0 ERS. SLOPES O ER 4 IN VERTICAL HEIGH SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY'CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION / GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, 24. DUST CONTROL A. ALL ACTIVE AREAS SHALL BE WATERED AT LEAST TWICE A DAY B. NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO ALL UNPAVED ROADS IN GRADING AND CONSTRUCTION AREAS ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. C. WHEEL 'MASHERS SHALL BE INSTALLED WHERE VEHICLES EXIT UNPAVED AREAS INTO PAVED ROADS. 0. ALL DIRT HAULING TRUCKS SHALL BE COVERED OR THEY SHALL MAINTAIN AT LEAST TWO (2) FEET OF FREEBOARD, EXISTING TOPO BY: ROBERT J. LUNG G ASSOCIATES 2832 WALNUT AVENUE, SUTE E TUSTIN, CALIFORNIA 92680 (714) 832--2077 04AED: 9-20-95 CITY OF TEMECULA SOILS ENGINEER AND GEOLOGIST: PACIFIC SOILS ENGINEERING, INC." 7715 CONVOY COURT SAN DIEGO, 'CALIFORNIA 92111 (619) 560-1713 L002 -- 166GR LDOO 148GR DEPARTMENT OF PUBLIC' WORKS ROUGH GRADING PLAN PCL/, PARCEL A14 28627-1) PCL A, LLA NO, PA 98-033 ANO PC'L8. /-51# PARCEL MAP 28821•2 PA 97- 0307 Drawing No, Sheet I of Z JN 2003 C� . .1 . . - - - - - - - __ - - . - - ____ - - - ..... - . 11111111__ ___ __ - __ ������������������������������������������������������� 1I... ..---. . . I ������������������������������ . . 11 11111______ .------- ����������������������������� 1. . 1111111 � 1111 I.-.-- - 11 0 .--..-- _.. ­ 1 1___________� � .. . . 11 I -1 I I , CQRB . I k ­­_ ­­,. __,T��W,��..,"".­. ­­­ ..._-_-_.­­_._,__­­­'­ I , �. .1. I %,�i I FACE! + RM LINEI - I I . % � ­..... ".,..,-. _­ *A-1_,_ --11. - _.. _ ­ .. 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