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HomeMy WebLinkAboutLot 1-29, 87-101 - Precise Grading � F 17 1 IAC 2 11 13 2 RANCNO 1F) Fi1E1C1E31EE FIA 11::) 114 (::A I TO CORONA OCL/FpRH/,q ROAD TS NOPHAS IV LOTS NO. . 12 0 290 PHAS V LO 813 2087 101PROJECT SIT TRACT N0.24186- 45.00' 45.00 44.00' 44.00' LO PAUBA ROAD � El 1 1 1`7 IN CITY OF TEMECULA, McCA9 DR STATE SANTIAGO R CALIFORNIA a MODEL "2" MODEL "3C" MODEL "3" CD MODEL 1 L6 P10 PI qy to Lo y g9 MODENA DRI VE ROAD HWY. 79 CPM TO SAN DIEGO TOWNSHIP 85, RANGE 2W. SECTION 8 1617' 24.83' " :- ,,-�'J r' "� .�"� I SAN BERNARDINO MERIDIAN 16.00' 26.92' 3 32 VICINITY MAP TYPICAL OVERALL FOO IONS 3 6 3 5 34 3 31 3 p �. 38 3 7 �� NOT TO CA N.T.S. 4p 39 S LE -� " RCS DRV o I s SAN MA . . .. .: 65 64 LAAM� NOTES 41 66 85 ''� �•L 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1994 UNIFORM BUILDING CODE. TOP I Z LO N I 6 Cn 1 �Dc CHAPTER 33, AS AMENDED BY ORDINANCE 93-04 OF I 5' M . I SECTION A--A 67 84 .�- '�� 2. MNN1r1UM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1Z DRAINAGE SWALES SLOPE I I 6 2 OV '�� SHALL BE A MINIMUI'1 OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FORM A �""' A L�-3 � � � TOPS OF GUT OR FILL SLOPES. C � C ELEV. MUST BE EQUAL �1 TO BLDG. PAD 6'5 U "� �G �� �� 3. MAX" CUT OR FILL SLOPES 5 ELEV. OR 6 � � '� 1 PES 21 IMI HIGHER. 44 A 2 .- Q 4. PROVIDE 5' WIDE By 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER �.... I VARIES 5 MIN. 60 6g -'' 1� 5' HIGH. 3' I CURB CORE 39 VARIES 45 Z � 'MI PER CITY MIN. G 9 �1 5. ALL GRADING SHALL DE DONE UNDER THE SUPERVISION OF A COMPETENT SOLS ENGINEER DETAIL STD. �' ' �. WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A Z DRAWING 301 �� �� O - � '" FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. s 46 0 �► 2 b G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECU.A ENGINEERING '1 o DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE . •• 2; o Z WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CURB ALT. SWALE MAk o Gj1 = '" CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION. AND LOCATION OF CUT/FILL SLOPES. .�-' 0 STEEP �• STREETS �` `0 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG TOP OF CUT STREET SLOPES. ' INDEX 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILL5 GREATER THAN ONE FOOT. DEEPENED FTG A MAP S REQ D. (SEE PLAN) SCALE : 1 M = 120' 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FI.AN VIEW SECTION C-C PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS DATED APRIL 26, 1996. UPDATED (N.T.S. ALTERNATE JUNE 26. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO LEGEND THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATION5 AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION TS TOP OF SLOPE TF TOP OF FOOTING OF THE PRELIMINARY SOILS REPORT. TYPICAL LOT DRAINAGE DETAIL TC TOP OF CURB 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMEGUL 4 ENGINEERING DEPARTMENT, TELEPHONE (9D9) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND TW TOP OF WALL DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT F.L. o r FL FLOW LINE FINAL INSPECTION FOR EACH LOT. G i1. cur FIRE HYDRANT o z (1020.42) EXISTING ELEVATION SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO STREET LIGHT OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER FS FINISHED SURFACE TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY o 5FG FINISHED GRADE CATCH BASIN DEVELOPMENT CODE. SECT. 17OG PRIOR TO THE APPROVAL OF FINAL IN5PECTION. 'MIN 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Bv�aNc LOT NUMBER 950.1 PAD ELEVATION DEEPENED FOOTING I HOUSE PLAN, LOT 8 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER ELEVATION do REVERSED UNIT TRACT BOUNDARY .5 (INDICATES DEPTH OF D.F.) FOOT FOR A MINIMUM OF 3 FEET. 5' PAD=99. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICA TION OF BUILDING PAD ELEVATIONS. MIN FINISHED FLOOR ELEV. -- ---�-- EARTH SWALE (1% MIN.) GF GARAGE FLOOR WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA GF LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 G4I4GE NOTE. 10' MIN. PAD ELEV. ® 12" SO. FLAT GRATE ON MAIL BOX REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. REQUIRED AT SPEE-D-BASIN BY N.D.S. INC. 15. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CORNER LOTS GARAGE FLOOR ELEVATION S SEWER MAIN CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15'5 IN VERTICAL HEIGHT. IN FOR SIDEYARDS. 4" PVC PIPE ® S=0.4% MIN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR � z COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. TREES. 20' ON * � (3" THRU CURB W/ 4" W WATER MAIN CENTER, COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE R.O.W. GARAGE FLOOR TO 3" REDUCER) SEWER PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.G. CHAPTER .,.� cuRe = FF - D.SFT - - LATERAL * 10' MIN. FOR SIDE ENTRY GARAGE TOP OF SLOPE WATER LATERAL 10.R.16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO - SETBACK REOL REMENTs ma-,TOE OF SLOPE oAIR RELEASE VALVE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FOUNDATION DETAIL pW BACKWATER VALVE SPLIT SYSTEM PER 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT 51TE MUST CON N.T.S. � TNX r0 FUNCTION DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS a Underground Service Alert N.T.S. SECTION 409 OF THE U.P.C. MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. � 18. 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 ~r� BASIS OF BEARING BUILDER: OMISSIONS DISCOVE THE KEITH COMPANIESRED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLANCs,l� TOLL FLEE REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE 1-8 a CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WARM�NGTON HOMES CALIFORNIA APPROVAL. 00-422-4133 MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH 61 OF MAPS. RECORDS IN RIVERSIDE COUNTY. CALIFORNIA BEING 3090 Pullman St., Suite A Civil Engineering • Land Surveying 0, 2955 Red Hill Avenue 19. MAILBOXES SHALL BE INSTALLED PER CITY STANDARD N0. 606. N 22'56'23' w Costa Mesa, CA 92626 Mapping a Environmental Services Costa Mesa, CA 92626 Water Resources Land Planning (714)540-0800 Two WORKING DAYS BEFORE You Dec (714) 557-5511 LDgB-107GR GON5TRUGITON RECORD DATE BY REVI510N5 DATE AGC'D BENCH MARK SEAL= Designed By Drawn By Checked By SCALE PROFESS/pNq� RECOMMENDED BY: DATE= Drawing No. Contr c or COUNTY RA 5 D1 5IDE B.M. . CYLINDER 1 �c�0 y P M• P.M. W.R. /� Ta CITY OF TENECULADEPAR'I�VM,`N'I'OF PUBLIC WORKS a t 2 1/2' BRA55 DISC IN GONG. CYLINDER LOCATED Horizontal �`` �y FROM THE INTERSECTION OF FRONT 5T. AND RANCHO Pkm Prepared Under Supervision Of CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO h 5 ectorCALIFORNIA ROAD TO THE INTER5EGTION OF RANCHO 1'=20' �" _� ACCEPTED BY, q�,�,�-- DATE= �D z TRACT NO. 24186-2 p CALIFORNIA ROAD AND MAGARITA ROAD. IN No. 46808 a THE N. W. CORNER OF THE INTER5EGTION. 1 FT. E. OF Vertical * Exp,-6Z /ss � DATE= DEPUTY DIRECTOR OF PUBLIC WORKS CISE GRADING PLAN 7 FT CHAIN LINK FENCE. 21' X 16' AROUND 50. CALIF. ,f CIVIL @. WAYNE RI ARDSON, P.E. Date Comp GA5 VALVES. 40 FT. N. OF P.P. CNO.# ) 94' N. OF / RONALD J. PARKS FIBERGLA55LWITNE55 P05TO5ETL11 FT.OR MONUMENT. qlF OF �A��F�� R.G.E. No.= 46808 EX ares= 6/30/1�Ki9 , PHASE IV, LOTS NO, 1--12, 21-29 p R.G.E. No. 19744 Expires= 9/30/01 � isa� Sheet of -- , PHASE V, LOTS NO. 13-20,87-101 1 5 moon � B.02" 47.47 0 1 `- `' ss•sl V cr l�ld 1 88.7 lld�� 1 FG.2 0 7188,39 ; 2 � i 6786 F� V- 300 Lor 6 Fc 1 2 3.0 ' 118y2 � �1 e W FF=1189.2 ; 30' Lor 5 PAD=1188.7 1 R 30 ' �[ Ol rr FF'1188.7 ® >> ' c , PAD=1188.2 ti l �,� 01•¢ 1186 1187.0 FL � � 1 � 1 `��•� `� � lld� H 0* N V�D X23 ao if 0-- .0* P � •> >► , , r 886 ? o �' L 43.87' '`��� r � �° ��\, ��,'"-"o �1� �� '♦ �' � 107 t" II 40 ,w t1 �1 o \ 26; 1 , �C ,���•� J 1 5b• , o` B 1185.94 FG S S S S 1 S ' ^-�. / X86� a . ' S6 �h'�,: ,' F(,� �p �h• � •s S / o. • d • a a ' • . �h'�, p� �� 1185 Ilds • ♦', 1 .84 W W W W -t M / �� 5C � 18 1 �c , 1 �C ' - M S �• s?80, \ sv' ,! , so rho ho ay v C1 <l 2 \ YP. Tr 41 / 55.00 , goo J�s ry 1 , 34,08'" .� 2 9. 0 , �,�. a• 3 r � k , �O `r 8!' \4 j ,J ' 5• �' S5, ���°�� 'Oq m Ch1S4 • , ����, '`s 11 F r 410 r Al 1188.64 I CB i a. v gh FG N 86 tJ "�rye, ���h�.'• `r�IrIS • �� k(• � �'. `VJ O LLa r 1 .3 11 ,- Lor 26 9 �, b •� ,� LOT 25 3R 3 0. - a �r a �$ �� s' ����• 185 �� , . �, �,� .� �' f1i •,r, o 3.0 2.o FF=1189.4 LOT 27 �' �B Q • o. � FF=119D.D •2' 1 ,g PAD=1188.9 � 2 � 1862 �� a 1 : v L� PAD=1189.5 1 FG 1883 FF=110 188 8 . p a '`c �� � ��, �o / 3.0 1885 3.0' PAD=; 21.17 F 1 D 118 �- \' G 1189.5 1189.11 GO OPV- TG- G 1 * 8s�Q2 ` cri o ^� S 85 N - -- k 53 --- - - ------- - - ��� lee �' .� p �� G � . r' 55.00' 52.71' � '',�Q h0 '\ •o- \ �C /000 sr xv �. h •�`cl- >>��O 1185. 67 4 oe411 FL •o ti� d f 4 5 Q�o 'er. 5 � n ` vX 4* 5 CorvsTRUCTICN NQS 5 6 (� SAWCUT & REMOVE EXISITNG CURB & GUTTER. Underground Service Alert �.- INSTALL CONCRETE DRIVE APPROACH PER CITY FOR r BASIS Of BEARING GRAPHIC SCALE OF TEMECULA STANDARD NO. 247. BUILDER: � THE KEITH COMPANIES CBIF TOLL FREE THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE � o +o zo +a 1-800-422-4133 CENTERLINE OF BUTTERFIELD STAGE ROAD A5 5HOWN ON PARCEL WARMINGTON HOMES CALIFORNIA MAP NUMBER 23432 RECORDED IN BOOK 15q, PAGE 38 THROUGH Civil Engineering • Land Surveying ► 2955 Red Hill Avenue G1 OF MAP5, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A Mapping ■ Environmental Services Costa Mesa, CA 92626 inch FEET ) N 22'5C'23• w Costa Mesa, CA 92626 PP• g / 1 inch 20 rt. (714) 557-5511 Water Resources Land Planning (714)540-osoo IN A � LDg8�107GR TWO WORKING DAYS BE ORE YOU DIG GONSTRUGITON RECORD DATE BY REV1510N5 DATE ACG'D BENCH MARK SEAL= Designed By Drawn By Checked By Drawing No. 5GALE QROFESSIDNq� P.M. P.M. W.R. RECOMMENDED BY= DATE= o t Td CITY OF TDEPAR'I'1VI W OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-2q-81 ��� I �. Contractor 2 1/2' BRA55 DI5C IN GONG. CYLINDER LOCATED Horizontal y FROM THE INTERSECTION OF FRONT 5T. AND RANCHO _ y Plans Prepared Under 5upervision Of Q CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO _ ACCEPTED BY, / DATE= �� Z24186-2CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO 1 "'20 Nn. 46808 �� TRACT NC. 3 Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN DATE, DEPUTY DIRECTOR OF PUBLIC WORK5 Tj THE N. W. CORNER OF THE INTERSECTION, 1 FT. E. OF Vertical * rxp.6_ s PRECISE GRADING PLAN a A 7 FT CHAIN LINK FENCE. 21' X 1G' AROUND 50. CALIF. fl civz� �Q A E HAR SON. P.E. RONALD J_ PARKS 8 Date Go GAS VALVES. 40 FT. N. OF P.P. (NO.# ) q4' N. OF 9j F15ERGLA55LWITNE55 P05T05ET 1 FT. O MOANUMENT OF CA��� R.G.E. No.: 46808 Expires: ro/30/lqqq R.G.E. No.: 19744 Expires= gi3o/01 PHASE IV, LOTS 1-6 AND 2%5-N Sheet 2 of 5 L A .- 58-38' •. .00' ,v! 55.00' �1\ 55.00' ,�k �0 55.00' b �0 55.00' 1190.4 � � �J 89� �0 1189.8 � �L � � o FG 11906.31 ; a JJ 1196.7 yA! o JJ G 189. fJBB , r fL HOZ 02� 1190, 9 1190.4 8gS1 8q5 FG L 23 LOT 12 3.0� F FG FG yp FG e 73 1188.9 1 mol 1190.62 3.0, LOT 10 3.0 qq3 1190.11 , ' 3.0' LOT 8 3.0 LOT 7 FG�. FF=1190.9 fL LOT 11 FG s 0' 2 ; FL LOT 9 FG 2 3RC o 3.0, _ 3R 3.0' FF=1191.2 3R 3.0' FF=1190.3 3.0' FF=1189.7 � '4 PAD 1190.4 FF=1191.2 1 PAD=1190.7 3.0' FF=1190.9 a PAD=11 PAD=1189.2 `` 3.0 PAD= 1188.6 g 18 PAD=1190.7 JJ8 ' ► 1190.5 JJ8 5 1189.8 FG 925 - 5 0' FG S6 g F fi ' 1189.75 1 FG- 11 FG a a 5 0' FG 100 8 , 0, 5 J 8 ; 'o, 3 1. „ o w ��. 18923 FG NA J188 J 4 r 1189.66 119.11 �►��Gc� l�Li 119.0 fLi 6 r F 1188.7 FG '�� C -� 4r va. ! Lod � , 4 3.4 8' �'� �� A;fl �1� cam-55.Go: .<r 55.00' a 55.00' .00 - . cr I T v ' � cr TYP 2 .9' 4.8' p' 16.2 <' 4.8 b ,� a� . • d ;rr �. 16:2" er rr v rr O tr Yr p (. C/ 115 1 115 1 11 �C S1 S S -- .----� s -.- S s s s �- s s s s -- ---- s 12 $ .00 1.007 1 14 � ( I MODENA DRIVE I � g o M _ IW �'A W W W W 1 W W W W W W1 �. - W 1 v--- 1 �C _.��G 1 11 1C 1 1 C . 1 p a v• q .,c", <i . <, <, �i 16.2 a o A v aO er r,nit A6.9i ,a'v rr c ry rr •► �!• p <r;7 a. a 7.25' 0.00' � � [! ! 60.00' 55.00" CD � N Y17, 50 �` �' 19.0' � 18g6Z��p� ��►�0 1190.56 /i) p189.06 0' FG ITIScis 1\' 118 ��G� FG 5 , 4 N 9S 1J8g8 4 r 190. 1 5. ; LOT 21 FG 1190.43 09 LOT 22 FG FLS 3.0' 3 5.4' 1R LOT 23 1 LOT 24 L-UFF=1191.1 ' FF=1191.5 2 2R , PAD=1190.6 llag69 PAD=1191.0 FF=1191. 1 3.0� FF=1190.6 1190.6 ® rP7AD=1190.6 4.0' PAD=1190.1 3.0' G ' Jq0 1190.6 1191. 5.0' 7.0' 1190.6 fLI8992 11 .1 F18902 �• 1,3 w FG I6.0 G FG FG L FL 1 J190 1J8 11 0.6 8q8 1 X 29 ? _. FG fL,yP _,. 1189.62 ' o o FG -- 1191.0 54.43' 60.00' X 60.00' 55.00' ,�STRUC� NOTE'- (� SAWCUT & REMOVE EXISITNG CURB & GUTTER. Underground Service Alert INSTALL CONCRETE DRIVE APPROACH PER CITY GRAPHIC SCALE OF TEMECULA STANDARD NO. 207. F r� BA515 OF BEARING BUILDER. © THE KEITH COMPANIES Cal: TOLL FREE �° � ,� �" "° THE BEARING 5HOWN HEREON ARE BASED ON A PORTION OF THE WARMINGTON HOMES CALIFORNIA 1-800-422-4133 CENTERLINE OF BUTTERFIELD STAGE ROAD A5 SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering * Land Surveying ► 2955 Red Hill Avenue ( IN FEET ) 61 OF MAPS. REGORD5 IN RIVERSIDE COUNTY. CALIFORNIA BEING Cost Pullman 9 Suite A Mapping w Environmental Services Costa Mesa, CA 92626 N 22'56'23" W C�StCI Mesa, CA 92s2� PP 9 / 1 inch � 20 rt. Two wo�c�r,c DAYS �Fo� You acS714) 557-5511 Water Resources • Land Planning (714)540-0800 LD98-107GR GON5TRUCITON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL= Designed By Drawn By Checked By Drawing No. r~, 5CALE QROFESSIONgI P.M. W.R. RECOMMENDED BY= DATE$ CITY OF TENECULA S O P.M. � DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-29-81 c��. � Contractor 2 1/2` BRA55 D15G IN GONG. CYLINDER LOCATED Horizontal y Plans Prepared Under 5upervision Of 0o FROM THE INTER5EGTION OF FRONT 5T. AND RANCHO CALIFORNIA NIA ROAD TO THOAD. lb E INTE'R5E TIONANCHOOF RANCHO 1'=20' �' No. 46808 ACCEPTED BY, DATE= TRACT NO. 24186-2 Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN DATE DEPUTY DIRECTOR OF PUBLIC WORKS GRADING PLAN � THE N. W. CORNER OF THE INTERSECTION. 1 FT. E. OF Vertical * EXP, e�3o/ss � � PRECISE A 7 FT CHAIN LINK FENCE. 21' X 16' AROUND 50. CALIF. fl CIVIL �Q WAYNE CHAR SON. P.E. RONALD J. PARKS Date Completed GA5 VALVE5. 40 FT. N. OF P.P. CNO.# ) 94' N. OF 9tF ��� THE CENTERLINE OF RANCHO CALIFORNIA ROAD. OF CA`�F R.G.E. No.= 46808 Expires= 6/30/1999 R.C.E. No.= 19744 Expires= 9/30/01 ` 1� PHASE IV, LOTS 7-12 and 21-24 5heet �of FIBERGLA55 WITNE55 P05T 5ET 1 FT. OF MONUMENT. -----� L ,... 55.27' 55.69' k 59.46' 9 60.00 ���Q ��`� '•� `' °�� CL FG KOI , , F[ c7% o F�1a92 N 189.31 on 7.0' FG FG 1189.31 111, NOW 3.0' LOT 15 3.0' 1188 1 FG , Bq O FG 4.0 T 16 r 2R � ' 3.0 2 LOT 13 LO .3 3.°� LOT 14 F� 3R 3.0' ;y 1 FF 2 . o PAD 1188.8 FF=1190.4 FF-1188.7 FFA 1189.9 3.0' � AD=1188.2 1 8.3 PAD=1189.4 PAD=1189.9 P G 3 FG .5 .4 �� .4 11�'I 0 IlB8l3 5 ' f18 11 7.9 G ,�� ��9 1188. 8 , ,.. JCC •� J n 'r� rr a 7 �( a ` v a G. p� Ty 0 . 1 25:00'.. '` cn' �° � gp •p . �'�� ' 20' DR INAGE ��•moi 1 16.2'x- 25.00 ,. T .96 16,29 26 56. 2 , 1,�$ C o •�G 1 ,18 I g 110. S S 11 100 ICY 5 MODENA DRIV o IS 1 M � " M . a r, 1 '2�`9, 62 1 1 - �►��\ ` _ 30., �_ Q 8e N . , ate, 11 � , 1189.30 I FG 5.10. 1 24 1, ; 0.1 6 FIG I •" ..� �,� , O Vol a $ v I � •, a .�.. � 1 11882 � 6 LOT 20 e 0.0 2R ,�►� LOT 19 I ��• � _., ,� FF=1190.6 , °°� 1�� g _1 R 9.9 4.3' PAD=1190.1 11- 3.0 ; FF-118 92 PqD=1189.4 5.0 11F I � L��B 11 •4 ll 89. 6.0 FG fL 70 0. FG v; I 1188. LOT 18 c o '•1 11 8.0' 3 7.5' .S�L9 �11F�'4 --- - ---- ._. I 8?25 F=1189.2 LOT 17 F `•" 'a PAD7=1188. X18? 9.5" w •'� �� �,� •� I 2R 6.0 9 FF=1188.7 0 __ _ -'- 53.90 ;5.1 PAD=1188.2 lla� 118 1 k �,���` 60 38, � .0 �, �, �'` '� gyp. I18?s5 SIM I � 60.41 r e � CONSTRUCTION NOTE• Lkxleround Service A (� SAWCUT & REMOVE EXISITNG CURB & GUTTER. 9r INSTALL CONCRETE DRIVE APPROACH PER CITY FSE r� BA515 OF BEARING BUILDER: GRAPHIC SCALE OF TEMECULA STANDARD NO. 207. 4 THE KEITH COMPANIES CURB CORE PER CITY OF TEMECULA Cat TOLL FREE 20 0 10 20 40 m THE BEARING 5HOWN HEREON ARE BASED ON A PORTION OF THE WARMINGTON HOMES CALIFORNIA STANDARD NO. 303 1-800-422-4133 GENTERLINE OF BUTTERFIELD STAGE ROAD A5 5HOWN ON PARCEL MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue G1 OF MAPS. RECORD5 IN RIVER51DE COUNTY, CALIFORNIA BEING 3090 Pullman St42626 Suite A g g i g N 22'56'23' w Costa Mesa, CA Mapping ■ Environmental Services Costa Mesa, CA 92626 ( ix FEET ) _ / MWORKING DAYS eEFoRE rou ac 714 557-5511 Water Resources ■ Land Planning (714)540 0800 1 inch = 20 !� LDgB-107GR N GON5TRUGITON RECORD DATE BY REV1510N5 DATE AGC'D BENGH MARK 5EAL= Designed By Drawn By Checked By Drawing No. 5CALE VESS��Nq� P.M. P.M. W R REGOMMENDED BY, DATE= / t CITY OF TEN DEPARTNEW OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-2q-81 ��� ,f �r Contractor 2 1/2' BRA55 D15C IN CONC. CYLINDER LOCATED Horizontal FROM THE INTER5EGTION OF FRONT 5T. AND RANCHO Plans Prepared Under Supervision Of CALIFORNIA ROAD. 1.8O MILE5 N. E. ON RANCHO `C so No. 48808 ACCEPTED BY: DATE= �o TRACT NO. 24186-2 Inspector CROAD THE TA ROAD.SOF RANCHO 1 =20' ,S CALIFORNIA THE N. W. CORNER OF THE INTER5EGTION. 1 FT. E. OF Vertical * EXP, SZ30199 DATE= DEPUTY DIRECTOR OF PUBLIC WORKS A 7 FT CHAIN LINK FENCE, 21' X 1G' AROUND 50. CALIF. CISE GRADING PLAN Date Go lIeted GA5 VALVES. 40 FT. N. OF P.P. CNO.# ) q4' N. OF Sf9j CIVIL Q AY IGHA SON. P.E. RONALD J. PARKS THE GENTERLINE OF RANCHO CALIFORNIA ROAD. OF CN� � R.G.E. No., 46808 Expires= 6/30/19gq R.G.E. No.: 19744 Expires, q/30/01 isee a FIBERGLA55 WITNE55 P05T 5ET 1 FT. OF MONUMENT. _J Phase V Lots 13-20 Sheet 4 of 5 i 72.05 I ° 60.19' � a I I 55.17' I55.17' J 55.1711> ' F I52.26' 1 ao 100 88.8 FG �� Ld CO , 1Y A� !! w n I ���S 001. F - u�„ ��°'xN as L l��� �9ir' 70", • I " � al 5 til ��' '`c`po � . I CN 9.9 cd C%4 In N - - - - - --- N --- , 1 ® FG LOT 96 9 -- �--- - - o rj 5 LOT 97 6.0 0, 1 R oti U 0 2 b FF=1190 LOe�!� ,ti 1�. ,�°�� 1 FF=1190.4 PAD= FPAD=1190.2 I I I vy � � ,�� F� ti� F� �• ,� � � � 1189.9 a. p I ��' '' LOT 101 3.0' �� p� ��' �? CIO p °° I I I ' LOT ' LOT 99 rr� 3 1 3.03.o, LOT 98 F� 1> 2 3RC FF=1187.6 3R 3.'o FF=1189.3 4.00' FF_1190.0 3.00PAD=1187.1 4,p FF=1188.4 PAD=1188.8 , 1 189.5 � '�`�° PAD=1187.9 ,5 PAD=11 .4 i ,��9• ti °.. e 4's 6' �9• 5. �G 5 .0' .s190. �c . �p -r-•- .0' �� 8.0 N �_ k� J •a b _ e . I a . k a � F� � �•� titi��I� � � / 82•d �. �' 1• - fib 1 I .6 .0 .4 r titi C� V 11 A c �'�► S, '4!� 'L0 •, ` � �i p ° 0 0 4996 ba. p C� Os o �.' C ►�'� e 1 c �� c� . 1187 r e e•. . . .b. 68,0�,. O I h r e ,�gro• .• °a$ 3 � ° �• 2 ,Lp. a S p a o a '� �.4,.e 5 .Ods 55.00 a •- 31.48 FG ° a �� ��b e \ a .°. A ° P e o a ba 1 1 b -. y1r �►• S D � . a o 62 ° 15.0'va 1 d a 5 ° '- ._ "`"'"'^-- S ,� 1 �h• 0.00' ,�'O6• 1 ,�1 2Ul S w 185.30 I 11SgRIM �.a I c $ S S RS S� S � S S S S I S S S I -�- �..""` 14 152 61% �� 216..9, �1 �G 12 I 1 c 5 b 1 l w a I �� ,.e �, 4 __ g BIRW TER COU T ��. __ wI aCS W W W W W W W W - --- - w Ir W ni c Ilk a O ^ °. �� - d b 4.8 k a �` 4,8 ° ° c `� 9 1�1' 2 ����' V IXa lit 1� GF �ky; '� FG "7 g o , �j. o ° °. c b A. �.. B. ' c '� F '� �8,� 53.1 9 -- - p h PP .5 1 >> �; ;° ,� •�' a44 .24' 0' 55.00' a 19.0 jam. �'� 2 �� G g• a �S D � wF�q �j` e '���.Ga r r\1a e ,a • e a~ lJ�c 39 r e p . r ' ° ,a ° � I p � ' ° � ��b �'l54 ; 6 A '`� ` G cj6, a , / (off- PK- �1. .4 11 11 C �11`b� e 87 8 e �. - 1� ��I 1185 7 FG a a 9 8' FFA 9 p r �I C � �� °� G �' �' 16 e. a e e ® 118 ! F CID a \ 84.9 X84.9 L.71 ���• �, �. .4 1� C M. �� 7Or 88 rf G 1� G ��� 3RC 0 4p0 % FF,118 .1 ; � 1188.4 titi�I ti ,,eo. ,��5• PqD� r 89 r '� G FG , ,� LOT 92 3.0 1 A,5 TC ° S jf8 1185 7 2 • o LOT 90 LOT 91 '7 3.0' LOT 93 5. ' 1ti ���' r G5/ 5 I 4.o' FFA 1 3.0' 3R 1185 7 HAD- 187 p 3R 3.00' 2 FF=1189.5 F D�118 FF=1187.8 = 3.0 ' 6 \ ° 3.0 FF 1188.6 �o FF=1190.1 ��� � PAD �•�, .3 a ti' �k6 o �► ,� ,� o' G , 6.70; 9 FND=1187.3 ^ .� ' S'p' PAD=1188. 1 , 5. ' �'��� PAD=1189.6 1189. LOT 95 t FIG 3 •- 1�� 8�, �' `S 9.2' ® 1 1188.1 6' '� rr ,�ti� 3.0' �c LOT 94 5 3.0 _ �$y. �,�' _• �, rf - �1 FG `�s o FF_1190.7 -� ,� o ti rr 1ti� 1 �� ui F� 5!o a `ZR 3.0' PAD=1190.2 k �• ��� 'r w F� �� c titin �� 1��. FF=119 1.4 ,0' ,�o,OG �c•' 3.o PAD= � \ P A =i - - - --- - - LJ � `v C 9 b 110 Ui LO Li LO oWi 64.33 �S 1 510,30 55.03' 1� �`' 55.03' ,19 5 �, S 0• �9,' �. 55.0 Of 1�0 S 77.76' '10 (� SAWCUT & REMOVE EXISITNG CURB & GUTTER. INSTALL CONCRETE DRIVE APPROACH PER CITY Underground Service Alert OF TEMECULA STANDARD NO. 207. GRAPHIC SCALE BASIS OF BEARING BUILDER. THE KEITH COMPANIES 20 o 10 20 40 CURB CORE PER CITY OF IEMECULA °- Galh TOLL FREE � THE STANDARD NO.THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF WARMINGTQN HOMES CALIFORNIA 1-800-422-4133 GENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH 3090 Pullman $t42S626 uite A Civil Engineering • Land Surveying ► Cost Red Hill Avenue ( IN FEET ) 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING Mapping ■ Environmental Services Costa Mesa, CA 92626 \ N 22'56'23" W Costa Mesa, CA n n i n (714)540-0800 1 inch = 20 rt. N T11M0 WORKING DAYS BEFORE YOU DIG (714) 557-5511 Water Resources Land Planning LDgB-107GR Drawing No. GON5TRUCITON RECORD DATE BY REV151ON5 DATE AGG'D BENCHMARK SEAL= Designed By Drawn By Checked By P.M. P.M. W.R. SCALE �OFESSIp RECOMMENDED BY: DATE= �a s 9a CITY OF TEECULANDEP oi~PUBLIC WORKS � Q Nql COUNTY OF RIVERSIDE B.M. T-29-81 Contractor 2 1/2' BRA55 DISC M GONG. CYLINDER LOCATED Horizontal � Plans Prepared Under Supervision Of •f FROM THE INTERSECTION OF FRONT 5T. AND RANCHO a, CALIFORNIA ROAD. 1.8 MILE5 N. E. ON RANCHO ACCEPTED BY: DATE= to/tf $ TRACT W. 24186-2 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO 1•=20" No. 4680® Inspector ?ALIrORNIA ROAD AND MAGARITA ROAD_ IN * rXP � �. DATE= DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN NE N. W. CORNER OF THE INTER5ECTION. 1 FT. E. Of Vertical ; A 7 FT CHAIN LINK FENGE. 21' X 16' AROUND 50. CALIF. fl CIVIL �� ANE A 50N. P.E. RONALD J. PARKS GAS VALVES. 40 FT. N. OF P.P. CNO.# ) 94' N. OF 9tF �� 1999 Phase v Lots 87-101Date Gompi%�e� THE GENTERLINE OF RANCHO CALIFORNIA ROAD. OF CA��F R.G.E. No.= 46808 Expires= 6/30/1999 R.G.E. No.= 19744 Expires= 9/30/01Sheet of FIBERGLA55 WITNE55 P05T 5ET 1 FT. OF MONUMENT. a