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HomeMy WebLinkAboutRough Grading.GENERAL NOTES 1. ALL GRAD/NG ShIALL CONFORW TO THE 0NI99%W 9t&D/MG COD& APPENDIX M. LATEST EDITION. 2 ALL PADPERTY CORNERS SHALL 6E* CLEARLY DELINEATED /N THE R1ELD PRIOR 70 COMMENCEMENT OF ANY CONSTRLJ►C77( N/GR.ADING. J. DURING ROUGH GRADING 0PEAA7VNS AND PRIOR 70 COA67RUC7AN OF PERMANENT DRAINAGE STRUC7ZIRa TEMPORARY DRAIA64GE CON77?OL SHOULD BE PROVIDED 70 PREVENT PONDING WATER AND DMIACE TO AaMCENT PROPER77ES. 4. DUST SHALL BE CONTROLLM BY WATFRING OR OTHER APPROVED ME7hWS. 5. NO FILL SHALL Br PLACED ON EXISTING GROUND UNIX. THE GROUND HAS BEEN CLEARED OF WEMS, DEBRIS, 10PSOIL AND OTHER DELETERIOUS AMTFR44L. 6 UWWUM CUT AND RLL SLOPE jw 2 :1. 7. STABL/TY CALCULATIONS WFTN A FACTOR OF Sr4F'E7Y OF AT LEAST ONE AND FTVF' TENNTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILD NG SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 34' IN I&AWCAL HEIGHT. 8. PROVIDE 5' WIDE BY I" HIGH BERN/ OR EQUIVALENT ALONG THE TOP OF ALL RLL SLOPES OVER 5' H16H. 9. PROVIDE A BROW DITCH, DESIiG'NED TO HANDLE 100 YEAR Q STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES 10. A//NIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BIF = 1x IF CUT OF FILL IS LESS n11AN 10; 2Z IF CUT OR FILL IS GREATER TI�UW 10' DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' fROM THE TOP OF CUT OR FILL SLOPES 11. "NO OSSTRUCTI'ON OF AtOOID PLAINS OR NATURAL WATER COURSES SMLLBE PERMITTED. " 12. ALL EXISTING aWA14GE COURSES ON THE PROLIECT SITE MUST C1ON77MUE 70 FUNC1700N, E.SPECGALL Y DURING S70RM CONDMONS. PROTECTIVE MEASURES AND TEMPORARY RARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADLIOIN/NG PROPERTIES DURING GRADING OPERA TIONS. 13. FINISH GRADE SHAM BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS rH4N 1/2" PSE]? F00T FOR A MINIMUM OF X. 14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN WR7?r,4L HEIGHT SHALL BE PUNTED wTH GR4S5 OR GROUND COVER TO PRIOTLrcr THE SLOPE FROM D'?OSION AND INSTABILITY IN ACCORL14MCE WITH ORDINANCE NO. 457 PRIOR AO RA64L GRADING INSECT10dN. 15. - ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED W 7H ROSEA INCE PLANT (OR EOl.441) GROUND COVER AT 12" ON CEFNTE-R. SLOPES EXCEEDING 15' IN VER77CAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED MOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEFD 10'. OR A COYI /B/NA 11ON DIF' SHRUQS AND T R= NOT TO EXCEED 15' IN ADDITION 70 A GRASS MIX OR GROUND COW R. SLOPES EXCEEDING 4' IN W RTAC& HEIGHT SHALL BE PROVIDED WITH AN /N -GROUND IRAYGA77ON SYSTEM. SLOPES EOLW 70 OR LESS TILIANN 4' MA Y BE IRRIGATED BY HOSE BIB LOCATED AT THE 70P OR 70E OF THE SLOP& SPACED Til MAKE USE OFA HOSE NO LONGER TIIi4N 50' IN LENGTH. THE IRRICr477ON SYSTEM SHALL BE PROVIDED *VH AN APPRIOiPRiATE 84CK FLOW DEVICE PER U.P.C., CHAPTER 10. 16. ALL GRADING SHALL BE DONE /N CON W17H RECOMMENC A TIONS OF TRE PREVMINARY SOILS II NVESPG 4 77ON BY PETRA GOO7ErCHNICAL., INC., DA TED APRIL 11, 2001. 1*v SETS Or THE FINAL COMPACTTOW REPoRr SHALL BE SUBA/1rrm To Tic WILL7ING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUrVa4770N DESIGN RECOMMENa4 ROWS AND CEAWnC47M ThAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENZ A T70NS OF THE SLATE INVES77G; 4 T70N REPORT. 17. IF STEEP SYORING 7MWN OCCURS OPION WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEIED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A SUITABL Y OUALInED AND REGISTERED PROFESSkMW PRIOR 767 PLACEMENT OF FILL U47ER AL. 18. ALL GRADING SHALL BE DONE UNDiER THE SUPERVISION OF A COMPETENT ,SOILS ENGINEER WHO SHALL CERTIFY 7NAT ALL FILL HAS BEEN PROIPIERLY PLACED AND WHO SHALL SUBMIT A f7NAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 19. RA14L COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRE4 7ER IN" I'. 20. A SUITABLY 0 44L/F7ED AND RE*G57EMED PROFEWkMIAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT N74/T7FIN CER77RCA770YN OF COMPLETION OF ROUGH GRADING IN ACCORL14MCE WITH THE APPROVED GRADING PLAN PRIOR 70 REDDEST ING /NSPECnON AND ISSUANCE OF THE BUILDING PEAWIT. CER77f7C477ON SHALL INCLUDE UNE, GRADE, ELEVA770N AND L00417ON OF CUT/FEL SLOPES 21. A SUNT 00A1JF7ED AND REOX57ERED PROFESS10AIAL SHALL SORMYT CDMFIC4770M OF BUILDING PAD ELEYA770N. WHERE SPECIFIC ELEVA77ONS ARE REQUIRED, THE ELEYA77 N (WW RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA777ON WITH RESPECT ro ADuAaw GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE' THE ADJACLWr GROUND SHALL BE GIVEN. 22. A SUITABLY QUUAL#7ED AND RECWS7ERED PROFESS70AW SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WR17 EN CE977FICr 7XN OF COMPLE77CW OF FINAL GRADING IN AC'CORO WCE W17H THE APPROVED PLANS FOR GRADING DESIGNATED AS " EAVINf.ERE"D GRADING". 23. THE COWTRAC7OR SHALL NOTTF Y THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING f7NISH LOT GRADE AND DRAINAGE INSPECTION. T HIS MUST BE APPROVED PRIOR rO BUILDING PERA/IT INSPECT ION FOR EACH LOT. 24. CON7RAC70R SHALL AV 77F Y UNDERGROUND SERVICES ALERT, 7*0 DAYS BEFORE YOU DIG AT 1--8010-227-2600. 25. THE SOURCE FOR THE SITE 7OP06RAPHY /S APSy IMC. LOC47ED AT 647 NORTH A41/N STREET, SUITE 1A R/VE7MDIE, CA THE LSI TE OiF SURVEY WAS NNOY 5, 1998. 26 AFTER INE ISSUANCE OF A RDUQN 6RADVNG PSTMfT A PRECISE' GRADING PERMIT WILL BF REOUIRED PROR rO THE RELEASE OF GRADING HOLDS FOR BUILDING PEAW 7S 27. THE IMPJCEWE7NTA T10W OF THE S PPP*S AS M AAM I ED UNDIER 7HE NPO ES IS REDUIRED. Underground Service Alert Call: TOLL FREE 1-800 227-2600 Mwonow amNOKMYM= SOURCE OF TOPO APs, I NC. 647 NORTH MAIN STREET, SUITE 1A RIVERSIDE, CA. 92501 (909) 686-5103 �17-A 11 ai](IIF.-,` aLlVia,-_3 r IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, REDHAWK TRACT NO. 23065 IP NO. 010074 0 136 B3 1.35 I ?e 84 134 i 327 27 BS ,.0 � 26 B6 132 I I 25 ' 87 131 24 88 130 �23 89 129 ' 21 2 90 128 ' �' 20 9 f 0.0 127 ' o J, I �B � • 15 16 gs 65 94 12 13 98 14 97 116 �k i� 3 ' 1 99 1 j 5 9 10 101 I �,� 108 1 B � W ' 7 f0 � �4S �u� 109 NN� 5 6 f0 104 1�1 4 V 110 ' � 3 sfuROnr s`nPtEr W 2 � I not \OOOP INDEX MAP XALE 1`200 REVISIONS GRAPHIC SCALE I00' 0 200' 400' 6010' SCALE IN FEET BENCH MARK • SEE ABOVE SEAL: COUNTY STATE p0 9;'o . ILP -� sl -► STPD I/ TEMECULA q �� PEPPERCORN DR PROJECT SITE DEER HOLLOW WAY MW PECHANGA RD. TO SAN DIEGO VICINITYMAP: SEAL. °FESS/�N q� Cu O x LLA No. 14594 Exp . 3-31-05 « J'x C/ f)E, OF CA`►FC�'_ N. T .S PREPARED BY: APPROVED BY: DATE: rOwl I��"� . I OF CALIFORNIA Riverside County Description: T-1-81 Nearest Town: Te11 UM 1 a County: Riverside Dl stance and DIreciion froe nearest town: 2.4 Miles Southwest Charocter of work: 2 1/2' brass disk in conc. cylinder stoped: T-1-81 Estob I I shed by: Ri vers i de Camty Survey Date: Apr i 1 8, 19151 Detailed description:2.4 ■Iles southwest on Hwy 79 from Inter. Main k front Street in Temem t o 53.5' south of CL hwy 79, 3.2' east of CT pole 2453, 300 east of producce stand midway between P.P. 75M and P.P. 75581 on i i ne with old fence line, running N. t S. Set fiberglass witness post 1' south of monument. Elevation: 1028.428 NO tFA�iW.�I,: Chi =A r..._ 1 • RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. LEGEND TRACT BOUNDARY PROPERTY UNE STREET CE?V7 RUYNE CURB UNE STREET RIW UNE EVS77NG CONTOUR RNIS VED CONTOUR RNIS SED SPOT EL' EVA 7700V CUT SLOPE (2.-1 MAX) FILL SLOPE (2--1 MAX) DA n /GOVT UNE STORM DRAIN EXIST. STORM DRAIN BROW DITCH (PVT) SHEET MA TC.HUNE ft flow UNE FS R7NISHED SURFACE FG f7NISHED ORA DIE GB GRADE BREAK HP HIGH POINT LP LOW PO/Hr BW BIOTTOV OF WALL rc rop OF CURB TIM 7 P OF WALL BVC BE GIN VER77CAL. CURVET EVC END VERTICAL CURVE• P PAD ELEi/A770N cur ll - FILL b b b QCMEM Eu TRAcr 2M65--5 306,900 C. Y. 286," C. Y. ne4Cr 23065-5 T o AIF GRADED CONCURRENTLY WMY TRACTS 23065-6 & 23065 (E0TE<>*41CAL REMEW 7 C, WLr HAW REVIEWED THIS PLAN AND FIND /T 701 BE /N SUBSTAAM AL CON E W UH THE RaECOA/Mmm TJaNS�- OF OUR SOILS REPORT, UREMTED PRE WM ARY 1RACT 23065 PHASES 3 G+EDTLrCHN/C+4L / TION. 71 ; c; TH WGH 7 AND RNAL, REVAAW11C DIEVFZOPMENT, TEMECULA �� c •.i s ' ; *;� AREA RIVEAWDE COUNTY, CALIFORNA DATED APRIL 11, ` � 200 It AND s!.1asmUE/V T REPIDRT;S / A % GEO! NIC.A! EAAFA EER GEOLOGST .! PETRA GEO7ECHNrA4 /NC. 27620 COMME RCI& CENTER DR1VF SUMS 143 ` N!j , 1- M N: `► TEMEC0(1"' ULA CA 92590 *-P PAN jai (909) 699--6193 CROSBY Engineers • Planners " Surveyors XBAD 5W n Candw Re&L swtae 100 BENTON Carbbsd, Caltiornit 92" & (760) 438 - 1210 a D' *n of The Kerfh Compw iept �103 L)F FT Com- TRACT NO. 23065 IP NO. 010074 LOTS 1-28, and 83-136 COUNTY OF RIVERSIDE ROUGH GRADING PLANS C05 '001 6 "No Aq FPI. t d.4077 C -40P Y _P"e- r -*b 049 // -f SHEET NO. 1 CW 4 0 4 COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING & SAFETY OWNER .. _.._._.- APPROVED O� GROUP REv►ews E. 43529 RIDGE PARK DR/VF TLrAIECUL�, Cr4. 92590 Approval of these plans sh be construed to be a permo for, or an approval of, any violation of any of of the state or county laws. This set of (909) 506-6556 the provisions plans must t � o�rl ^ tion. �v 1v CSC AL ENGNEEBIGEOLOGW PE7RA GEO&rCHNICAL, INC °0UN" OF "Mm DEPKRTWFIT OF 27620 COMM0?I✓''LAL CENTER DRIVE, SUITE 103 WJKI) NC3 & 84FEN TEMEC(AA C4 92590 APPROVED (909) 699--6193 avewo A LEGAL DESMPTM LPM A"Me ns to awmmw Mr"w W. or an so a -@I or. any vltaftn ar any d t1+a roirwaft of ft stag or =A* iw& Tft so d PORTUN OF PARCEL 23 OF PARCEL nwit M trpt a+ the pr un• . AAWNO. 27ff7 e � EAR MOW OUANMES QCMEM Eu TRAcr 2M65--5 306,900 C. Y. 286," C. Y. ne4Cr 23065-5 T o AIF GRADED CONCURRENTLY WMY TRACTS 23065-6 & 23065 (E0TE<>*41CAL REMEW 7 C, WLr HAW REVIEWED THIS PLAN AND FIND /T 701 BE /N SUBSTAAM AL CON E W UH THE RaECOA/Mmm TJaNS�- OF OUR SOILS REPORT, UREMTED PRE WM ARY 1RACT 23065 PHASES 3 G+EDTLrCHN/C+4L / TION. 71 ; c; TH WGH 7 AND RNAL, REVAAW11C DIEVFZOPMENT, TEMECULA �� c •.i s ' ; *;� AREA RIVEAWDE COUNTY, CALIFORNA DATED APRIL 11, ` � 200 It AND s!.1asmUE/V T REPIDRT;S / A % GEO! NIC.A! EAAFA EER GEOLOGST .! PETRA GEO7ECHNrA4 /NC. 27620 COMME RCI& CENTER DR1VF SUMS 143 ` N!j , 1- M N: `► TEMEC0(1"' ULA CA 92590 *-P PAN jai (909) 699--6193 CROSBY Engineers • Planners " Surveyors XBAD 5W n Candw Re&L swtae 100 BENTON Carbbsd, Caltiornit 92" & (760) 438 - 1210 a D' *n of The Kerfh Compw iept �103 L)F FT Com- TRACT NO. 23065 IP NO. 010074 LOTS 1-28, and 83-136 COUNTY OF RIVERSIDE ROUGH GRADING PLANS C05 '001 6 "No Aq FPI. t d.4077 C -40P Y _P"e- r -*b 049 // -f SHEET NO. 1 CW 4 0 4 B£RA/ Tn B£ COMPACI0 OV PLACE TO A AIM MUM ' Or 90Z RELA 77W COMPACTT AW 2.0' 2Z AIN TOP OF SL OPE PER PLAN TPICAL REAR„ „YARQ BERM (AT SLOPES GREATER THAN 5' VERTICAL HEIGHT) N.T.S. AI 5, 1 ' 2.5' 2.5'p 1 ► 3' 470—C--2000 CONCRETE OR r 3" 2500 PSI, AIR PLACED CONCRETE WITH 1-1/2" x 1--1 /2" 17 GAGE STUCCO NETTING. G I TERRACE DRAIN N. T. S. EXIST 0 1 h 1 a TYPICAL SECTION 60P LOCAL STREETS REAR LOT SLOPE SECTION WITHOUT RETAINING WALL N. T. S. • R BENCH PAD ECFV. SEE PLAN � REAR LOT SLOPE SECTION WITHOUT RETAINING WALL N. T. S. SETBACK _ R PER GRADING MANUAL 3' MIN. 1.5' 1.5' NATURAL __._.. -_ GROUND 3" 470—C--2000 CONCRETE OR 3" 2500 PSI, AIR PLACED -� CONCRETE WITH 1 —1 /2" x r 1 --1 /2 17 GAGE STUCCO — NETTING. N TE f3 CE PT R D,RAI N.T.S. R/W 100 STREET- ---2-0 ' - 2- � I I r , I .1 TC ELEV. I ' 2.0 l 18 n ROWQH R A I N TI N —_-SIDE YARD N T. S. R/W R/W ca LINDSAY STREET, SHARON STREET KATIE COURT, VIANNE COURT STD. 104 �c 11 O u SOURCE OF TOPO SOVIM AMrt APS, I NC. ni Calf: 1'Ot.l FWE 647 NORTH MAIN STREET. SUITE 1A v� 1-A00 RIVERSIDE, CA. 92501 227-20M ( 909) 686-5103 N T°wor. a"earoMc 'w °~ DATE FLOC NOVEWER 5 19% ' R r• PAD ELEV. BENCH � SEE PLAN C STF WALL ✓ARIES) REAR LOT SLOPE SECTION WITH RETAINING WALL R t . 0.5' BENCH PAD EL EV. I CCC' 171 A AI N. T. S. R/W 159 PAD ELEV. 0' SEE PIAN . � � �.' ice. i\• ti. //\\\ 'H/ 2.0 x SLOPE WHEN 'H' IS GREATER THAN 3' ROUGH GRADING SECTION — FRONT YARD N.T.S. LOT 19 PAD ELEV. 'tie a LOT 327 2 7; i LOT 20 PAD ELEV. R 0.5' BENCH PAD ELEV. � SEEPLAN WALL /ARIES) SIDE LOT SLOPE SECTION SIDE LOT SLOPE SECTION WITHOUT RETAINING WALL WITH RETAINING WALL N. T. S. N. T. S. R/W 10' STREET 20' 2' ' 15' I ' PAD ELEV. ' SEE PLAN I ,H, TCELEV. 2 0 y VERTICAL WHEN I L `�ii��;; ��•, 'H' IS 3' OR LESS 1 RQQGH GRADING.,TI N —_FR_YARD N. T. S. � %iv—�,---cvvv %,vr1CRETE OR 3" 2500 PSI, AIR PLACED CONCRETE WITH 1-112- x 1-112" 17 GAGE STUCCO NETTING. PAD EL EV. SEE PLAN RET. WALL (H= VARIES) PAD ELEV. SEE PLAN SIDE LOT SLOPE SECTION WITH RETAINING WALL ON PL N. T. S. R 2• BENCH PAD £L£V. SEE PLAN � / EXISTING GROUND REAR LOT SLOPE SECTION WITHOUT RETAINING WALL REVISIONS BENCH MARK SEAL: COUNTY SEAL: --- QRpFESS�O PREPARED BY. 4�0 1 o CROBBY Engineers • Planners • Surveyors SEE SHEET NO. 1 4, �' �,�, , 2� U31AD 5650 Et Camino Raaf, Suite 100 �p REGI TERED NGS EER NO. 1459 MINTON Carlsbad. California 92000 aV No. 14594 Z T= (760) 438 - 1210 Exp. 3-31-05 APPROVED 8Y: a�edNKASC.O"ft RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT, ,�'Ile DATE: qr CALtF N. T. S. COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING & SAFETY APPROVED E Approval or tow p1we .nrn not be oarofted 10 be • permit W. or an approval at. any violation of any of we rovrsions of re stay or county laws. This sold � TRACT N2. 23065 - P NO. M74 SHEET N0. 2� COUNTY OF RIVERSIDE ROUGH GRADING PLANS 4 ..___�... DECO 5 20M SMS. •�♦ �� � r r � / 4 1 • ./ / . � % / � ,/ � , • / � � /r - r •', • � `� ' ; • r t ti ' y , ��, •. .�, r� ��ws% ` � , - `� . � � • , y� �� yM,% .rr - - � �� � -- � �+r --- --� -- ..-_ � r-� � y � K w+ � 1 � • Jf/ `��'." f � � 1 ". r •j I 1 �' � % 4 r• T; �. / ti.7 _ _ ^'!tirrKy , .I- ` � . , `� a ;. 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U rot<r�d SOURCE OF TOPOo OH,( Surwaym Q�O�BZ 3 ^� 49 � . e �, �• O j goo D Service AW APS. I NC. � �� f y l� MSD �o n camfeo 204 sort. 4 � CoN: TOIL FREE 647 t�t'TH YA i N SIRED, SU i TE 1 A 'Sf � 'SHEET NO. 1 y p�' '�'!, � P iE RED NG ER N0. 14594 ���� mood � 1 1-•800 R I VAS I DE, C�1. 92501 � ca 4 4 Z� 333114 ON W No . s4 rn AMWOCIZATM (760) 4�, _ �o COUNTY OF RIVERSIDE I 227-280 ( 909) 686-5143 a Exp. s -31 -•os . am im d no Kam cd� � �RoNED Br i ROUGH GRADING PLANS 4 • Pr*1FRStt�F CO , CALIF' FOR TRANSPORTATION DEPT--•-•�-Sws• �tro sruwv+o tsars tivonc Tau talo DATE FLOMk hgVE t 5. 19918 •rCIV 1 �- �� DEC O S toCAL �........ _ .. _ ..,.... _ _ _