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HomeMy WebLinkAboutTract Map 22915-2 Lot 37-43,64-67 Precise Grade Phase 3 GRADING NOTES D1. ALL GRADING SHALL CONFORM TO THE INFORM O 8Uf LDING CODE CHAPTER 70, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 17G 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. 3. MAXIMUM CUT AND FILL SLOPES - 2:1. 4. PROVIDE A 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL M SLOPES OVER 5' HIGH. ��y�tM1► R O D E) E) 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS CA"' " �G ENGINEER WHO SHALL CERTIFY THAT ALL FiLL HAS BEEN PROPERLY PLACED AND it WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA �7i -pmt+ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH �O GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO ,o ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE, 'Lp ELEVATION AND LOCATION OF CUT AND FILL SLOPES- 7.7. PROVIDE BROW DiTCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG TOP OF CUT SLOPE. 0 ms's ROOD TOP FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE [PHAOL RF,tLi Li Li FOOT. 6. ALL GRADING SHALL BE DONE IN CONFORMANCE WMI RECOMMENDATiONS OF TIME PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOiLS DATED 12/9/91 PROJECT E TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE QTY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411, AT LEAST 24 HOURS IN ADVANCE SAP REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THiS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. N.T.S. ® 90 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ® SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED 86 WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL EA ORK QUANTi I iES T - OF FINAL INSPECTION. umm12 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. camm 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS�'L ��0 THAN 1/2- PER FOOT FOR A MINIMUM OF 3 FEET. VOL 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTiL THE GROUND HAS BEEN / CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL_ 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO © FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND 3 TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WnH ROSEA ICE PLANT AT 12m ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE 41 PLANTED AT 10' ON CENTERS; TREES. 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 2 43 T PAIRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 16. 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 - covers p ° APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. A A NO- IcE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR OTHER STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ql P PAD 1 (TO Ex - IM -IOPiOFcage lx MK TC TOP OF CURB R R FL FLOWLIE „"". 110 FP HIGH POINT 1A ♦• WL. FF FINISHED FL MN. w+. r MM. Ml1. P=1000.0 P-1000.0 CUFF GARAGE FINISHED FLOOR FF-1000.50 P-11000.0 FF-i000.5o FS SURFACE �, -1000.50 D $ r YIN. EON r MN. FCS FINISHED GRADE S UK D�ER�D Pa�o"m (VARIES DEEPENED >FO"M (VNWS Q13 GRADE BREAK ' FS (SEE PLAN ,t „e ,>Ir (SEE PUN WATER �TER' "°`MX PW SEWER CONNECTION ND�,E: TQTAE Foo11N�c DEPTH- DEPTH PER ARARM.�t 1101E 1111C 00wW1• IMM PER M�'!f. PLAlS + tMA BY PER PRET GRADE PLAINS PLANS + EXTRA D.F. PER PRECISE GRADE PLANS TELEPHONEAND ELECTRIC TYPICAL SDEYARD DRAINAGESDEYARD DRAINAGE DEEPENED FOOTING lie m At AT TOP OF SLOPE 7 LOT oJcLt UNIT TYPE El VATM STREET LIGHT FRE HYDRANT' O CONSTRUCTNO� WTE TYPICAL LOT DRAINAGE AND SETBACK DETAIL ■ - • D FOOTING EXISTING 21 SLOPE-=/ML NOTE: ALL l�f S 112.L HAVE ROLL UP t LIGE DOORS. ,r ,01>,r TYPICAL REARVARD 10M BENCHMARK SOILS ENGINEERS �: rz��zM,.. CIVIL ENGINEER REVISIONS PREPARED FOR: PREPARED BY: ODUNTY OF RIVERSIDE B.M. NO. T-29-M :'J CITY OF TEMECLLA S MW WE la MTERSECTION OFBRASS SFRONT ST C IN OONC. C1IJNDER ��FORNIA ROAD. 1.E PACIFIC SOLS u� ll>�SdtCt - RMILESANC 0.E ON RANCHO CALiDRNU ROAD TO THE TIN THE PA IL cAwY � r c; ' t •�> TAYLOR WOODROW HOMES • RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN TiIE,N.W.N.w. ooR. 7370 OPPORTUNITY ROA �� � _ r TRACT NO 22915-2 �«,� Lin GAS A YM :•N OF`P. (N �x N�' SUITE N C rY of �CUtA 3991 MAC ARTHUR BLVD. PRECISE GRADING OFOf iNE CENTERLINE of RANCHO CAl1F'ORNiA ROAD. SAN DIEGO, CA. 92ff1 � � 41seo 1•�. 170 �' NEWPORT BEACH CA 92660 _ WITNESS POST SET 1' W. OF MONUMENT. (619) � motes Irvli�Cs lay LOTS 37 43,54-67.86-9� BASIS OF BEARINGS �' �� � n t` � DATE BY MARK APPR. DAiS 714)752-7363 2 SHEETS THE BEARING OF Nd9'Oe'DO'E ALONG A PORTION OF THE RICHARD CIENTERL1NE OF RANCHO VISTA ROAD AS SHO"4 ON PARCEL 1111P RCS X061 U� Cbt1�p� ENGINEER REVISIONS CITY s � �y a �t �, No. EL A RECORDED IN BOOK 14.%ERS PAGES r THROUGH IA. OF 01 IREB 6/30WAM 042-79 DRAWN Or CLW W.O. 042-79 DATE NO 1992 DOC. NO. 35168 PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH �� 1rl!/�i CHECKED � aW WAS USED AS THE BASS OF BEARINGS FOR THIS MAP. 0GUMTRUC MOM w7m h 61.00► AO INSTALL TRAFFIC VALVE BOX, BROOKS MODEL N0. 1—RT ® �•o V1�111 ttz OR J & R CONCRETE MODEL NO. V-2R WL 1.111 1� MN. t ix 1/1. ,r9C2 ® � %2R p=1313.4 � FF=1313.70 FF=1314.30 s p=1312.5 r r �� r - 13.00 i .111,4311.9 � 13 � P '512-40 - t. FFs1 Ta, Tg* wm-i t TO' 20' - ,. , 13 0 • ' s ���' >t P 1312 4 ys� '• �r'• th ► • � l a � e t . SL IA N pe lt 2 - _ CAMINO CASANA a 6 6 ¢ �'• 1 d .00 60.00 s izoo 1311. h 8 >t� >' FF=1313.90 P=1313.4 F'F=1314.00 ' FF-1312.30 FF=1313.20 GP=1311.8 P-1312.7 �- 2A� P=1314.1 ;ow 2R vm d ' 4* mw wilt ,30axr� 55• so.00' 6 6-CIF 3 4 / 1 1 w ! 311 sp .20 , r tit WIN. UR 131114 P=1312.1 : - ' 1311,po FF=1312.60 !`j]/•./]\') � �i'r 1?j.'+.a : x;17 V J Tis ` 30d91 i a•CF 1 16.1E ,>r — ej1 agar Moir agir Fs Tc .f ,b n - CORTE ALACIO ftset12 .jr •V Wl- 1312-OW GRAPHIC SCALE 1 11 i 0 n M 1M � Ps13 !f d• IN FzLrT 1J10 '�yy # leF:1 �2 1 tncb = 90 )R paw 80 Ff=1312.50 ` � © P-1312.0 3BR REVISIONS CIV ENGINEER 1. CITY OF TEMECtXA SHEET w P1WAm TRACT NO.'-22915-2 ® gaff PRECISE GRADING ovm BY: DATE: II-/iL/9=- PHASE ■ OF DATE BY MARK APPR. DATE /s-ts.4 T LOTS 37-43,64-67,86-90 2 S ENGINEER REVISIONS CITY D pF'` ATE R.CJL 17061 CAL6 RAYMOND A. CASEY, PRINCIPAL ENGINEER DESIGNED BY: CLW DRAWN BY. CLW CHECKED BY: RH JE)(PIES 6/30 CITY OF TEMECULA W.& 042-n DATE I= 1092 semen rkw DOC. NO. 35" R.C.E NO. 41880 EXP. DATE 3131/96 i