Loading...
HomeMy WebLinkAboutLot 44-61 Precise Grading 171 AC T I (:) m 241815 �� 2 [) IN FD 0 FDFIE �CIE3E7: RA (::A TO CORONA � RASO �HIA gOAD 08 Am A I PHAS 21 LO S N on 61 PROJECT SI TRACT NO.24186-2 45.00' 45.0 ' 44.00' 44.00' M PAUBA ROAD McGAB IN CITY OF TEMECULA STATE OF CALIFORNIA Q SANTIAGO R DR w � MODEL "2" MODEL '3C' w MODEL 3w U-3 �j, Flo FIGO qt MODEL "1" S � g L ¢ ROAD PN�A HWY. 79 GPM TO SAN DIEGO TOWNSHIP 85, RANGE 2W. SECTION 8 SAN BERNARDINO MERIDIAN 4.8 �1 16.17 16.00' 32 3� � �•�' �`e,�.,,, M �' 26.92 33 �� ' , �� VICINITY MAP TYPICAL OVERALL FOOTPRINT 3� �� .,� 0 NOT TO SCALE N.T.S. 6 k � I IN 63 b" k,NIL 6ti k S► • . • ' A % ��, � •�. • • .• ;- ,,�,, GRADING NOTES 07 .�, 1. ALL GRADING SHALL CONFORM TO THE 1994 LWORM BUILDING CODE, CHAPTER 33, A5 I •• �;; AMENDED BY ORDINANCE 93-04 © l TOP I Z � N I ?` 'ff 2. MIN" BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 17., DRAINAGE 5WALES SECTION A--A '' SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FORM OF I5' M I ` '''` TOPS OF CUT OR FILL SLOPES. SLOPE- I A C C ELEV. MUST BE EQUAL 3. MAX" CUT OR FILL SLOPES - 211 5' TO BLDG. PAD ELEV. OR 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER ,I MI HIGHER. , VARIES 5 MIN. 5' HIGH. 3' I CURB CORE 3' VARIES 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER M I z_ PER CITY - WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A DETAIL STD. MIN. FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. DRAWING 301 „ 5 INDEX MAP G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMEGU�.A ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. SCALE 1~ = 200' CERTIFICATION SHALL BE TO LINE. GRADE. ELEVATION, AND LOCATION OF GUT/FILL SLOPES. CURB ALT. SWALE • ., Ak ® STEEP ' ! 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOW5. ALONG TOP OF CUT STREET STREETS -' L SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. DEEPENED FTG AS REQ'D. (SEE PLAN) T.S. TOP OF SLOPE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE • PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS DATED APRIL 26. 1996. UPDATED M.AN VIEW SECTION C-C T.C. TOP OF CURB JUNE 26. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO __ PROPER44 LINE THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND (N.T.S.) ALTERNATE F.L. or FL FLOW LINE CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION in 4As RIGHT OF WAY OF THE PRELIMINARY SOILS REPORT_ V TV (1020.42) EXISTING ELEVATION TOP OF FOOTING 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT. TELEPHONE TCALYPI LOT DRAINAGE DETAIL F.S. FINISHED SURFACE T.F. (q09) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND T.W. _ TTP OF WA ► DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT F.G. FINISHED GRADE FINAL INSPECTION FOR EACH LOT. V FIRE HYDRANT 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO N 950.1 PAD ELEVATION OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRA55 OR GROUND COVER A STREET LIGHT TO PROTECT THE SLOPE FROM ER05ION AND INSTABILITY IN ACCORDANCE WITH CITY F n STREET c�n �_ DEVELOPMENT CODE, SECT. 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5' TRACT BOUNDARY CATCH BASIN 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o M eI�DNMG LOT NUMBER 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER HOUSE PLAN, ------•---� EARTH SWALE (1 X MIN.) FOOT FOR A MINIMUM OF 3 FEET. I I ELEVATION & REVERSED UNIT - 12" SQ. FLAT GRATE ON DEEPENED FOOTING 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. 5' AD=9 ® SPEE-D-BASIN BY N.D.S. INC. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA IMIN LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS FINISHED FLOOR ELEV. .5 GF 4" PVC PIPE � S=0.4X MIN (INDICATES DEPTH OF D.F.) REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �-`- NOTE. 10' MIN. PAD ELEY (3" THRU CURB W/ 4" 15. ER05ION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON REQUIRED AT GARAGE FLOOR ELEVATION TO 3" REDUCER) GF GARAGE FLOOR CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN CORNER LOTS (SEE DETAIL ON THIS SHEET) ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR &D FOR SIDEYARDS. G.F I TOP OF SLOPE 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 Ro.w. GARAGE FLOOR - TOE OF SLOPE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.G. CHAPTER CURID = FF - 0.5FT 10.R. * 10' MIN. FOR SIDE ENTRY GARAGE B.P. BACKFLOW PREVENTION VALVE 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SETBACK REGURENENTS FollNDATION DETAIL D•W• BACKWATER VALVE SPLIT SYSTEM PER 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTIfVX TO FUNCTION N.T.S. SECTION 409 OF THE U.P.C. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROW51ONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.S. LhIerground Service Alert 18. APPROVAL OF THESE PLANS BY THE CTY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR FOR BASIS OF BEARING BUILDER: OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN THE KEITH COMPANIES REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND Cat- TOLL FREE THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE APPROVAL. CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WARMINGTON HOMES CALIFORNIA 1"'800-422-4133 Civil 19. MAILBOXES SHALL DE INSTALLED PER CITY STANDARD N0. 606. MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St42626 Suite A Mapping ■ Environmental Services Costa Mesa, CA 92626 cU N 22?5fi 23 W COStCI Mesa, CA 557-5511 Water Resources ■ Land Planning (714)540-0800aDTWO 1NORKINC DAYS AFORE Y�OLj DIC (714LD98-064GR o CONSTRUCITON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK � '� R6C,1/ "< Designed By Drawn By Checked By a Drawing No. SCALE Q• ,, RECOMMENDED BY: DATE: 7/7� CITY OF TENECULAMARTNIM OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-29-81 ` ��-. `� P.H. VNC W.R. Contractor 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED Horizontal FROM THE INTERSECTION OF FRONT ST. AND RANCHO . 46808 rn Plans Prepared Under supervision Of I Q CALIFORNIA ROAD, 1.8 MILES N. E. ON RANCHO W I8 TRACT NO. 24186-2 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO QG �.�.�, ACCEPTED BY: DATE. 'f Rj Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN EXp._.._.._.. Affm DATE: DEPUTY DIRECTOR OF PUBLIC WORKS CD THE N. W.A CORNER OF THE INTERSECTION, 1 O. E. OF Vertical PRECISE GRADING PLAN p 7 FT CHAIN LINK FENCE, 21 X 16 AROUND S0. CALIF. .v RONALD J. PARKS © GAS VALVES. 40 FT. N. OF P.P. NO. 94' N. OF THE ��� WAYNE CHAR ON Date Complet d CENTERLINE OF RANCHO CALIFORNIA AD. r rT. 46806 6/30/1999 )tees a- FIBERGLASS WITNESS POST SET 1 FT. OF MONUMENT. FOF CSL\�`' r R.C.E. No.: Expires: R.C.E. No.: Expires: PHASE 2, LOTS 44-M Sheet 1 of 2 i r r ONO r \ r r r / r amp END mine '0111110 4111oft dow 4910SdoomOPP _ r r - GRAPHIC SCALE _ �- _ �� - _ ao o is as ss 1!0 1 � - .t � � � � IN FEET ) o - 1 inch 30 it ` •0� r •� ` r ` r r C . 55.00 1 \ 55.ao' O ` V ` ` 55.00' 41 55.0 1100.111011 55-00, ww-- tb AN I 41.52' 134.75' 74' 92' 4 . i 0 ,Iy �1 60 �20. o• . � r• N 1 r IJT-rj 04 5. LO .` . '^ N ; r �► j 6.0' A' c7 x.1117 1 � .� � /l •�� •s p � ,�. � R. p1�1 o Pte= 1 / -►� 'h' Q t ^�r v `a 3CR � s 1 v i 1 1172.3 •3 v tr. y IR R, Ffm 1•7s.� ��4• 7dr.t`� LAA�a6.0 ... .•. 7�� *s �i.c .cr 6.3 ;�s IAr�� ^ pAq.1172.4 7o, 7.0' 7.0' °r b 4 : �.t t 73 5 • 1 1 �� cors .ti b 70 7.0' �-rG' / -�,�� nor 60 Lor 59 '� ' Lo�� � v �: ''��. o - `-�'' e`� SC F�' c� FF:1174.7 =1174 �' / FF=1176.1IFF Z �- AD=1174.2 � 1tip,, p.1173.6 .3 •r PAD=1175.6 fF=1175.4 p �4 �' c� 4•T ,t 74.9 4!bAt f�-� '���'� f• � ^' �' S5 ,,� ry k. •f -� a ' �f r• y _ i � E� QOra �' ' 16• I No rkej ^1 55•00. x r S I �dti�I / U/ `° `I/�yb '►� 3 V •� _ x 26.9• Ono 40 4 • / / ` �• , .13 4. Iso I - � I v �• 22.01 ( 1 .74 _ 000 I 1 4r• I V 1 ly t r a x 1 _ 24.8' `"T `."T, ti ` � � 1000,.0000, _ qac ..,► 26 9' 11 1 16.0' Oar lymu ad to6 0• ea x i ,.c a w �1 ^*' d 'Itis• 6.0 }� '� .� 00 5.8 • ^ -3 b• '� b ` �• 7 �� :f 1. a FF11 3,t �. '1 f.� 'SO ` P� 2.6 , 1 g ''' .� /�� +-3 8 21736 �1• .7• / 2 e 7 1�r. A`* ' 7.1' % 8 49 ��t 3.1 F no464,11 0.11 8 � 4Q g a ..•.�� LOT � 8 �=1174.2 �4•� �#1176 J 8 LOT 47 _VKPAD=1173.7 v' 1 ms`s PAD:1175.8 1 FF=1174.7 �. -a•- 1 / 1 arc. 74 j fF-1/ 2RPAD=117 i 4.2 Z � .r s•. � � / 175.2 c 16 a, � I I 1 7•P4 Z �fir- � � �• � � or 550 k e• tK 61.67 ---3. � �. * � � `�''' ,��• �. e1.66' C 61.67 � 61.67 -- CONSTRUCTION NOTE: Underground Service Alert I, SAWCUT B REMOVE EXISTING CURB 8 GUTTER. INSTALL CONCRETE DRIVE APPROACH PER CITY Call: TOLL FREE OF TEMECULA STANDARDN 2 CURB CORE PER CITY OF TEMECULA STANDARD NO. 301 OR 303. 422-4133 LD98 -064@.R TWO WORKING DAYS BEFORE YOU DIGpF�S`S/D REVISIONS DATE ACC'D BENCH MARK Q' <1% Designed By Drawn By Checked By Drawing No, CONSTRUCTION RECORD DATE BY SCALE 'y RECOMMENDED BY, DATE= 7l'� CITY OF TEMECULA DEPARTMENT OF PUBLIC' WORKS c� �► �' � PH VNL W. R. Contractor Horizontal No.4rn Plans pared U er Supervision Of 1'• ACCEPTED BYE DATE, �30$ _ 7 --: =- TRACT N0.24186P-2 IInspector D a�e o � � `� __. RONALD PARKS, DEPUTY ' Vertical, IYI�. �� WAY N 1 CH RDSON, PE.. DIRECTOR OF 'PUBLIC WORKS PRECISE GRADING PLAN Sheet 2 of 2 � wk coo OF� _ RICE, NO, 4 6 8 08 Expires 6 3 R.C.E. No. Expires �9�3oL0� 44_ _ 1989 � �O�C - 61 61 • 1 it