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HomeMy WebLinkAboutTract Map 22915-2 Lot 10-36 Precise Grading BLACK WITH LIGHT A DARK SCREEN • • • Beginning Plot ; P : 4253 . PE • • • Stat Time : Mee Mar 23 10 : 31 : 24 1992 • • • T t 1 T i m e : i i GRADING NOTES O1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUIL IDMG CODE CHAPTER 70. AS AMENDED BY ORDINANCE 457. 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE 1%. DRAINAGE ED IAC (30 2SWALES 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 5WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �► a D D D D S_ ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER RAN O CALWF -�G WHOSHALL SUBMIT LA FINAL FCOM ACTION REPORT FOER ALL FLLSLOVER 1E DEEPD 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN PRIOR TO ! •o ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, 7'P,E ELEVATION AND LOCATION OF CUT AND FILL SLOPES. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG f TOP OF CUT SLOPE. GHO VISI e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE 4 RAN FOOT, ' I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91 PROJECT 811 E TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN i RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN VICINITY MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (714) 694-6411, AT LEAST 24 HOURS IN ADVANCE VQDEXMAP 'S/ REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 1 N.T.S. ® 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 WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND ��--� 0 INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL EARTHWOFM 0UApu I i iES OF FINAL INSPECTION. Z 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ! CUT �� 0 13. OM THAN 1/2- PER FOOT FOR A MINIMUM OF 3 FEET. VOLINiAE: SIO CYS ® ® 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. i 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED ViITH 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 PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE ® © PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON ® CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. i ® 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. j O IS. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE o 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 s ENGINEER FOR REVIEW AND APPROVAL. 7 19. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOY ICE TO CONI FIAC I THE EXISTENCE AMO LOCATION OF ANY UNDERGROUND UTILITY PIPE 5 OR OTHER H T A RT 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 CAUTIONARY MEASURES TO PROTECT UTILITIES SHOWN AND ANY OTHER UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LEGEND , P PAD TC TOP OF CURB R ' FL FLOWLINE i HP HIGH POINT 10 FF FINISHED FLOOR 1A SA MN. 111ft. • MIN. 01 10 .• `"". • " '. P=1000.0 2A P=1000.0 GFF GARAGE FIINISHED P=1000.0 FLOOR FF-1000.50 FF=1000.50 FS FSHED SURFACE ,, FF=1000.50 �0 0 r wN. EERY Argo INIPAp s- MIN. FG FINISHED GRADE „ P 6 111111. DEE+ c FvotlRc (VARIES DEEPENED FDOI !G (VARIES GB GRADE BREAK �, �,� MAx E• ' rr w 'e- MAX DEPTH VAIN;* AX. 0'1t SEE SAILSEPDRT tID.S�J>37� OX N WATER METER DATED �o�s/sL Noll: TOTAL Foomrc DEPTH= DEPTH PER ARCH. S SEWER CONNECI ION PLANS t EXTRA D.F. PER PRECISE GRADE PLANS TELEPHONE AND ELECTRIC C 24 TMP t - � �++_ o�PT� PER OM. + A o.lr. PEIt PREvsE caeAeE rLA11s . ���r` TYPICAL 81DEYARD DRAINAGE 81DEYARD DRAINAGE DEEPENED FOOTING AT TOP OF SLOPE 7 LOT NUMBER Z R UNIT TYPE AND Ei.EVATfO1N STREET LIGHT Y FIRE HYDRANT • CONSTRUCTION TE TYPICAL LOT DRAINAGE AND SETBACK DETAIL 3lOtllrD CPF ICP NOTE: ALL UNITS MALL HAVE ROLL UP MIRAGE DOORS. TYPICAL REARYARD BERM BENCHMARK SOILS ENGINEER mow m BY: DATE CIVIL NGINEER REVISIONS d� I PREPARED FOR: PREPARED BY: CITY OF TEMECULA SHEET COUNTY OF RIVERSIDE B.M. NO. T-21-91 CLW I CS A FoaTING N& E TD I �r7 2 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FR011 THE PACIFIC SOILS �� Of Q1lS'�itCT INTERSECTION of FRONT ST_AL AND RANCHO CALIFORNIA ROAD, 1.8 a;,' �., TAYLOR WOODROW HOMES TRACT NO. 22915-2 � MILES N.E. LI RANCHO CALIFORNIA ROAD TO THE INTERSECTION of 7370 OPPORTUNITY ROA DOUmA � 8 T �' �e } r RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. COR. _ , I OF THE INTERSECTION V E. OF A 7' CHAINLINK FENCE, 21' X 16' C�■TC N �Y � M C7 AROUND SO. CALIF. GAS VALVES. 40• N. OF P.P. (NO #) 94' N. SUITE G � CF TEWCU ,, 6" o. 17061 = 3991 MAC ARTHUR BLVD. PRECISE GRADING OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIB RGLASS SAN DIEGO CA. 92111 > y /e OF 1MTNESS POST SET 1' W. OF MONUMENT- (619) 560-1713 RZI NO. VrM4 NEWPORT BEACH, CA. 92660 SSOC�Ares I"faev Ina BASIS OF BEARINGS 7( WIP• DAM- 5/W/M D DATE BY MARK APPR. A (714)752-7363 LOTS 10-36 THE BEARING OF N69'08'00'E ALONG A PORTION OF THE DATE A DATE 'fja'a • • ENGINEER REVISIONS CITY B� eeTfaa d CENTERLINE OF RANCHO VISTA ROAD A SHOWN ON PARCEL MAP R.C.E. 17C>S1 _ 3 HUGHES RVINE, CALIPO)RN1A!2713 (A4) 1It31M0 N0. 22514 RECORDED IN BOOK 145, PACES 80 THROUGH B5 OF t W.O. 042-7Y DRAWN BY: CLW PARCEL MAPS. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXPIRES 6/30/93 DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH W.O. 042-79 DATE: FEB 1992 DOC. NO. 32622 WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. DATE 12/!1'1 CNE WED Or CLW BLACK WITH L I OMT • DARIZ' SCREEN ' • • • 9aI10a109 PI • l : p : 4212 p • • • Start Time : Men Ma ► 22 10 : 31 : 1 . 1902 • • • r i me • CONS_1 RUCTINOTES INSTALL TRAFFIC VALVE BOX, BROOKS MOM NO. 1-RT OR J & R CONCRETE MODEL NO. V-2R \ LA o .o O to 00 ea J ` IV �O Vol f 1 S 131 .S . �� ♦ a � �+ �"-'�► 'SJR �� � a / 7 -� xx�tVal- iz law as .00 o w W /` 4 ? ,e d • '� \ �i: A IJ1es e.vl� s *� w con ® ' \ i 11A. * 1310.7 ' 3.ox Vi SCALE— 1" = 30' 10* ^- O r7�7 J7J �..• j ," i #41�4e �! 17. 97 r r I� e 'Srip. \ 131 �0 A� CA ..�sy+ :� �is � '13,5• ` ?J !s � Qs,�,,•� � � !� fro rs fE4�316 2 t 13�60c P�3Ci r F Ps�3�5 5 zea , 16.3 ® p fFPs�314 3A & r 13141 \-. . - a r CIVIL ENGINEER r" 6 r� CITY OF TEMECIJLA SHEET (' PREPAMD UMER THE SUPERY of TRACT NO. 22915-2 PRECISE GRADING t4" lo/t APPROVED BY: DATE: Z PHASE I OF S R CHARDHLJNSAKER DAATETE I" LOTS 10-12, 25-36 3 SwiETS R.C.E. 17061 DOUGLASVM. STEWART, DEPUTY CITYN IN EXPIRES 6/30/93 CITY OF TEMECULA W.O. 042-79 DATE FEB. IN2 SCALE r4Cr DOC. NO. 52622 R.C.E NO. 37254 EXP. DATE: 6/30/92 CK WITH LIGHT A DARK SCREEN Beginning Plot : ► : 1711 . PE Start Time : Men Mar 73 10 : 39 : 1 ! 1 *93 Time :Total v1� INSTALL TRAFFIC VALVE BOX, BROOKS MODEL NO. 1—RT OR J t R CONCRETE MODEL NO. V-2R Ail + FL �• An. \ PAR PF--l3 23.8 'p- 30 � CZ ?4. t 1 8 p_1324.0 F�31324 50 7. 1 22.5 '• + _ 210 �` �� 13Z3• fi� � t � r� * N ` toM ♦ 1 e 'h ' �► a ., ► ° jv is Volt LA Jr%00 .0001 _ ? y ` �`'•s`� Q L; e g r .�/ � • ,� ..est SEE STET 2 0 -/ z J � SCALE= 1" = 309 ,t A ! �/ SSE SPIFFY 2 REVISIONS CIVIL ENGINEER \ cu,0 I ; c$4A Wof TLAN 2A TO 2C , Lor 21ie � e�� of CITY OF TEMECULA SHEET PIRIPTRACT NO. 22915-2 3 I rPRECISE GRADING APPROVED BY: DATE: PHASE N OF DATE BY MARK APPR. DATE AAZC-A RICHARD SA ER DATE LOTS 13-24 3 SHEETS ENGINEER REVISIONS CITY R.C. X061 DOUGLA M. EWART, DEPUTY CITY ENGINEER 7 JI DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH EXPIRES 6/30/93 CITY OF TEMECULA W-0. 042-79 DATE DEC. IM SCALE: rw30' DOC. NO. 32622 R.C.E NO. 37254 EXP. DATE: 6/30/92 f