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HomeMy WebLinkAboutLot 12-32 Precise Grading GRADING NDTES 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF UNIFORM BUILDING PROJECT S I CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93,04, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE LEGENDED D SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. R C S 3, MAXIMUM CUT OR FILL SLOPES = 211, TOP OF CURB 0000.00 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL T.C. I T Ole-) � FILL SLOPES OVER 5' HIGH. FLOW LINE F.L. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT HIGH POINT H.P. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS FINISHED GRADE F.G. IN CITY OF TEMECULA) STATE OF CALIFORNIA OVER 1' DEEP, 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA FINISHED SURFACE F,S, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GARAGE FLOOR GF 0000,0 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR T❑ , ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, PAD ELEVATION PE 0000.0 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED FLOOR FF 0000,0 TOP OF CUT SLOPES, q PAUM 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN WATER SERVICE Wi 1; �� s ONE FOOT, SEWER SERVICE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH REC❑MMENDATI❑NS OF THE PRELIMINARY SOILS INVESTIGATI❑N BY: DRIVEWAY LEIGHTON AND ASSOCIATES DATED DECEMBER 11 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE I / ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SLOPE TO SIM Dim MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- �� , 3 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, � ; w LOT NUMBER 132 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE UNIT TYPE 3550 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N. THIS INSPEC- V I C I N I T Y MAP TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, NOT TO SCALE 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ' BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT ` No PD>JIIT CODE SECTI❑N 17,06 (RESIDENTIAL), 17,08 (COMMERCIAL/INDUSTRIAL) PRIOR TO Y _ PAD ELEV -13' la THE APPROVAL OF FINAL INSPECTION, A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 'L� z z MATERIAL. A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN �P MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 115, TVP. 15'TVP. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 5 (EXCEPT B 5' 5' B (EXCEPT C .75� 5' C FILL MATERIAL. 60' s4P� o MIN WEEOffMIN YORE MIN 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �q� © �� I�TED) PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO _7 > PAD z z PAD z ADJACENT PROPERTIES. FF FF 15, DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED PLAN 1 PLAN 1 BY THE DIRECTOR OF PUBLIC WORKS. �q 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE cF',Q� ERV A TE ¢ TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE o �9 n z ' r z_ a Ln AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO p WAY iox Mix lox m PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. R/y ��- 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 75' / TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 50' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL PLAN 2 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, PLAN 2 19, EROSION CONTROL= ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES 12" MIN, ABOVE PAD ELEV. L , OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 6' MIN 5 MIN, P/ 5 MIN, 6' MIN, PLANTED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF. SHRUBS / 3' MIN. 1' 1' 3' MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, P6 MUDSILL MIN,on not MIN,w 0* MUDSILL 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ' ROUND OFF TOP IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U,P,C,, CHAPTER ' P/L 10 R 95.33 ' 5' 48 — , 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET, 52' 12' MIN. 12' MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PLAN 3 2% MIN, 2:1 MAX, 6' TYP. 2"/. MIN, 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SECTION A — A 21"/. MAX. MIN. 21% MAX, TO COMMENCEMENT OF ANY C❑NSTRUCTI❑N/GRADING, CHANTEMAR WAY PLAN 3 FOR REAR YARD SLOPES GREATER SECTION B - B 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THAN 5' IN VERTICAL HEIGHT THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTI❑N, UPON 00 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 5' MIN, P/L 0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, .� 3' MIN, 1' D MUDSILL MIN. 6" MIN. 00,0 TYPICAL FOOTPRINT 0 N.T.S. CONSTRUCTION NOTES & QUANTITY ESTIMATE SCALE; 1" - 200' ' NO, ITEM QUANTITY UNIT Underground , Service Alert BENCH MARK r 211 MAX, LOTS INCLUDED1Q LOT GRADING (21 LOTS x 15 C.Y./LOT) 315 C.Y. Z'/, MIN, fi" MIN. a c,a © Robert Bein, William Frost & Associates ELEVATION : 1091 .074 21% MAX. ® PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, & 1/2" OWNER/DEVELOPER SECTION C C 27555 YID ROAD, STE. 400*TEMECULA CA. 92591 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHOCn CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. a_ 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION ALDOO- 161GR ' WINCHESTER (HWY---79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79) , 23121 ANTONIO PARKWAY 0 ALD00-047GR TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120ct ct CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LD99- 182GR z TWO WORKING DAYS BEFORE YOU DIG o DESIGNED BY DRAWN BY CHECKED BYof Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESS1 Drawing No. 2/3/00 1 REVISE LOTS 14, 15 & 16 W NEW SCALE o 0' 00. j CW CW WK RECOMMENDED BY: DATE: 9 4� CITi OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor PRODUCT TYPES HORIZONTAL y Plans Prepared Under The Supervision Of /27/O REVISE LOTS 14 W/ SIDE GARAGE ; rn ACCEPTED BY: DATE: Q va ��o Tc� TRACT N 0 . 2851 O--E Inspector Exp, s_�, �._ _ � Date: le'40bo PRECISE GRADING PLAN SEE ABOVE AS SHOWN No. 44341 � DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER �~ VERTICAL WILLIAM D. KELLER RONALD J. PARKS Q Date Completed �jF 0�� 44341 6-30-01 19744 9-30-01r'fo 1989 ° ~ TRACT 28510—E LOT 12--32 N/A OF E�`1F R.C.E. No . Expires R.C.E. No. Exp i res �, ,,o `� SHEET 1 OF 4 i —J Q VARIES FL 5' V\ O YFL / VARIE 5' Y 20+10. 18 ODESSA DRIVE m �, Construction Notes W w 28+94.60 CAMINO CAMPOS VERDES '�► X L<�� P Of 12"x12" BROOKS BOX OR EQUIVALENT `� C° o S� � �- �2 3" PVC SCH 40 DRAINAGE PIPE Q � � 20 � PAD g�� _ ��►- 6„ FH CURB OUTLET CONNECTION PER DETAIL SHEET 1 L ,� 10' SETBACK PROPOSED RETAINING F. O - WALL HEIGHT VARIES O R I S Z �� 10' SETBACK 2' N ��' • 2' 26 R 8" TRAIL W/ 4" STABILIZED �� EXISTING GROUND 20 COMPACTED D.G. / ",' �R 37 "z- COMPACTEDWD.G. STABILIZED c O 7 • O R [� MODIFIED CROSS GUTTER / Co MODIFIED CROSS GUTTER / - `�/�• �D � � � �`. � �� SANDERL I NG WAY �S s ATF �• � Q SECTION !I-d / _.. • • ,� S,q � � Rte. MIN / 50.0 3 0 I �. p oNO 0) 1 �� '2 2 w�R`.�,,� p' N �`•`� ewe qiiiIIIIIIII,13+44 25 SANDERLIN� •WAY __"".�_�__--_ _...._�._.,._..W ..._...._..._..__. ."O z u� 24+40.92 ODESSA DRIVE 1 .0% 72 - _ o �~ 2 5 26 LL 4, F� / _ �/�, S 23 24 g GV S CN N A 77 :y� S S / E S0 7 p. / > �9 0 `�I + IIS S � cv C= Ln co \Llk S LiJ o. p 2 1 .0% MIN. N � . . � 49.67 IE �` + h�•,`G N Ick A W 4p�G / 70 , .'� �' cin P W h� w CD c 40 0 • • � �� `� ��• / �� 1g� 28.87' _ _ , o •o / .�~ cb� — — — — 8-08 — '� — r 137 .00' — ..+ , 124.20' �1, 10.83 49A01- AN h h • / Ln • / ' ' 1150.20 TG 1 N �' •N N 00 N 00 to (� MZ o co IN d' ,n 1149.85 I E I 0 �'� I �� 00 51 co 16" 27 73 f 1 .9 �" 010. o I hal.�, , 1I M / Ln 0 LO `'� Y 24' II 1 .0% z I I I p, FG ,off Is2 II I .10 ii II o Ip S7. 4 25 93' ? 0 8-01 CD h 11 0 0 r / ` GB N, I 20 F� G II —GB 510 & (0 2 1 0% 1 A4 1�\ FFG 4 ' . ry• �� p°IQ o I 15 C z, A42 `•tih , • I 8410 16 1 • ❑ A - '� F�- • , S t PF 1 153. 1 B h I FF 1154.5 o o Gy k PE 1 152• �o I I T 1 � �- G / 4 / 1 FF 1155.8 ti ,Q �° �.• `ti h N h PE 1 153.8 07 -�cT NG 15 S _ / 16 h h I � �'•� PE 1155. 1 0�0�• 411V 2 She - - h� / •• 'c`G, o o z pl� I .10 f 51 101 0 I � 4 I h I h , 110 10 10 10 10 _ 6), 0.? / �, U, ` — SETBACK FOR FUTURE '" I DETACHED HOUSE TY 00 5 TCSD EASEMENT h`L Ln 14 I � I I Ca I FOR LOTS 9-19 n _ • � I • Y ,mss I C) M Ln < B 0 M w Cn N w 1�c� cn 158.90' 't`' 137-00' 135.00 20 0 20 40 60 Alk -- -- — � — GRAPHIC SCALE � - - �� - - - . - - -. — �_ --- - — — ..._. — — 7DID- 0) E —ER 1577 7 PER ROUGH GRAD NG PLAN 0 ~ . 1145 � ................... - - r 00 — O _ -- o _ Under r o•u nService Alert _ _ _ _ BENCH MARK SUBDIVISION BOUNDARY •— , n Robert e2n, i zam Frost & Associates ELEVATION : 1091 .074 co PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, & 1/2" OWNER/DEVELOPER N 21555 Yt�Z ROAD, STE. 400•TEIrIECIILA CA. 92591 w CALL TOLL FREE BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO (909) 676--8042 FAX (909) 676-7240 Q CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODSIDE CHANTEMAR, INC. _ 1-800-422-4133 � LDOO- 161GR -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION ® wWINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79) , 23121 ANTONIO PARKWAY MEADOWSIEW ESTATE TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SU I TE 120 ® LDOO-047GR CREEKFORK. IN THE 0� S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, a_ TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 CONSTRUCTION RECORD DATE BY � LD99- 182GR o REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Q Q FESSI �, Drawing No. � SCALE R� 4 ,� RECOMMENDED BY: DATE: L� T DEPARTMENT OF PUBLIC C W 2/ /�a 1 REVISE LOTS 14, 15 & 16 W/ NEW CW CW WK C I TY 0 TEMECULA WORKS � Contractor PRODUCT TYPES HORIZONTAL WD �� F� �f 3 � ��+ !�+ c� Plans Prepared Under The Supervision Of /27/0 REVISE LOTS 14 W/ SIDE GARAGE SEE ABOVE AS SHOWN :' ! W. 44341 ACCEPTED BY: DATE: tcx:) �,� o� r cG TRACT NO . 28510-F Inspector Exp. 6-30-01AD —Date: DEPUTY DIR. of PUBLIC WORKS, FOR CITY ENGINEER �~ o RONALD J. PARKS PRECISE GRADING PLAN WILLIAM D. KELLER . , '' ' a Date Completed VERTICAL 'ft'j C!Y 1�- �! F F 44341 6-30-01 R N/A OF VIII R.C.E. NoR.C.E. No . 19744 Expires 9-30-01 'f0�,9NO TRACT 28510-F LOTS 12-- 16 SHEET 2 OF 4 i RORIPAUGH ESTATES 0 Co SUBDIVISION BOUNDARY►.��• h _ , \ 1165 � hh• �6p r _ � r S j � �' `�' �+-- 1 0% MIN, 1 - r r - �, `� r I S •S •2 h'h• '2 _ �, PROPOSED RETAINING \` - MSN _ - _ J ( HP FL -- - - - _ 1160 _ - - _ _ _ s 9> WALL I p�6 I - - f r�, -- - -�� 57.5 FG•5 �i I Z `� G ' r � s� FG / 2 10 h1 in o s 43'f `� 57. 1�_ �- +� `a�° 57.5 F� � 55.3 I 19 t FG N "IV FG t FL I 56.5 0 0 ►� I / I 2• I �+- FG 56.5 .� N 57. 1 57.5 G 5 FG 15 SETBACK FOR ZN• o z FG A42C\ oa IN r^ M Ln I N j 55.6 '- N 55.6 z 1� FUTURE DETACHED 4e �„ 4 HOUSE (TYP. ) / 1 FG FG 1 ® 3 ?� F� I o it a� 21 I ° ae �9• 2.Ox 57.2 \ c r 1153. ) ❑ C FF 1 158.2 1 o e- \ M � � � � PE 1 MIN. HP FL 20. ,�� � I 157.5 \ _ • I 3 FF 1157.2 cv pe 757.8 30.38 SETQgCK r o � a FF 115fi.3 o 57.5 I cr ,�,'S \ PE 1155.6 ae ^� n FG ' I o' S7 J o � 1 I � \ N `� � a_ \� � � FG � 1 ah 57.5 1pp X06 Wv S �.. op S \ I J GF.1157 GF-::z h FG - 1 25.� Q `o. •O orb 4ZN• "_ 59$ �9 • ��� \ ,n c� GF= I 3 57, 1 X 57 ham. '`ry 55.55 FL 1 .35X o 56.0 FL GB \ - •� �, •� J 1155.8 ,� ae co FG o �°�• r- 1 .0% MIN. o �n o X3.89 \ 2 �� M1` `9 - _ 1� \ u_ GF=1156.7 tr �-3s 73 I \ \ 55.6 V �o� h 187.95' \ 1/ - / FG GF=1155.8 FG'S 56.5 w 00I _ Q g. b FG a� ^ +i 56.3 1 .0% MIN. / \\ 5, 7.6' rn �'s N Cn ICU �` .24 cG' ��• ry' iv FL GB 1 ,a to NI 4 77 LO s� 3 A C4 ham• ry 07' I h ro as � 1 \\ mac, �1 •� , i �$ � � N ' ' � / f43 I CP \ \F FO r'. . . \ >> ' /e r1 �\ '10• a'x� l� / FF 1158.4 I 6' 1� �',� !�1% \ / s 1154.0 57.7 159 I °° \�► \� 'NIP �,,�,� j ��• �, `� •�` 4�•s RIM FG PE 1157.7 2.OX 57.4 .0 1. \ r'. i ZG HP FL SEE SHEET 2 \ s /� 54.71 MIN. FOR SECTION l G .10 Ado� GO �4 cr) \ \ � � /� tib' \ s •�, � F 47 t I 1 1 DWY. ; '\ •- �� 57.7 1 MIN. ��'' ® \ \�6'x cn' � 1 rLk'� Ory FV -o �, / �o �C, `� 54.49 CD FG / 1 _ s, �°`• •� FS 6.09% / 1 .�� / '�':'� i' 4 `r l •�� �,' G� s / C 0/ 57.7 s i \ 60 0 6 `T`S` ��+•�? FG _ 56.2 N / 'o. / / \ G' F`'�'S� 'S '�'- ' J'� / fi 7.39' o FL GB ,+rt 1 .0% MIN. / ~9� / 7/ �"Irkr0 i TC S? 2.9 125.94- -H 25.94' so / ' / 1`001 111 /L' \ �O F`' �11J / ro'S �, / i .2� 0• � r 89 5�9 / j 0. loll .0p \ Gam\ \rS_r / o, - �, / •�� •9 ' / o. �O• 11574 / I-01 loo, \ \ 52. 14 � �P i � / loll \ �o rti 5' TCSD EASEMENT \ \ \ • FOR LOTS 9-19 MATCH LINE SEE SHEET 4 \ \ 'X, loo, looll 1" AR/A� \ \ / �' F� O \ G loo, / / Gj o � � loll / MATCH LINE SEE SHEET 2 \�, / �ai ♦ pO loll RIM /6 / Dry o Ile � �1EN a GV S �"\ \ \ ' FG � / /' O n \ 6� / �� y \ / / 14, ♦ Uj ♦ OPS Uj Under round Service Alert BENCH MARK \ ,\ / o��' Robert Bei )Fill iam Frost do Associates ELEVATION 1091 .074 \ / /' Uj Q PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS RIVERSIDE COUNTY DES I GNAT I ON : T-46-81 STAMPED ON 2, & 1/2w OWNER/DEVELOPER \ / ' / ���� 20 0 20 40 60 2�YNEZ ROAD, SIE. 400•�M CA. 92591 BRASS DISK I N CONCRETE WALL FROM THE INTERSECTION OF RANCHO ' w CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET WOODS I DE CHANTEMAR, INC. / ' /' ♦ ♦ 5 51 1-800-422-4133 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND A CALIFORNIA CORPORATION \ / / _ GRAPHIC SCALE Z WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), 23121 ANTONIO PARKWAY \ _ a TO A RIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 /' _ ® LD00-047GR X CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, ' L D 9 9- 1 8 2 G R TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 3 DESIGNED BY DRAWN BY CHECKED BY a Drawing No. ,. CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE QaOF i s sloy� RECOMMENDED BY: DATE: S c� C I TY 0 TEMECULA DEPARTMENT of PUBLIC WORKS CW CW WK o /8/0 RBF 1 REVISE LOT 19 & 25 �� U• HORIZONTAL X44 �\� ��l ' Plans Prepared Under The Supervision Of 5 ou TRACT NO . 2851 0-F a Contractor .y �° : ACCEPTED BY: DATE. 3 a SEE ABOVE AS SHOWN W No. 44341 � �� DEPUTY D I R. OF PUBLIC WORKS, FOR c I TY ENGINEER PRECISE GRADING PLAN Exp. a-30-0130 Date: 04-1 Z41 _ i InspectorWILLIAM D. KELLER x. .'... RONALD J. PARKS �TR /iTwSlT VERTICAL `fr CIV l� ��! :.��e�..:. . TRACT 28510-F- LOTS 17-25 44341 6-30-01 R.C.E. No. 19744 Expires 9-30-01 SHEET 3 OF 4 i Date Completed F F R.C.E. No. Expires N/A of CA�-� p MATCH LINE SEE SHEET 3 � \ I's' 3 44.25 q SANDERLING WAY +40.92 q ODESSA DRIVE 10 o -Rrw \ �• MONO C9 co IR _ \ + Q _ •B� 0 2 $" wA- - 51,09 \ / VOL ON X _ TC \ 16X CP _MN ZZ avow co 4.4 _� 5 9 t FG 153 FS 1 1 � 115 ��54 fi .27 0 �/� / ►� $ tt ` p 10 O ��, \ QIP FL F 1153 ,47 cp \ N I Ili / `0 (� 'T $% \ CIA ZZJ r l � � ,. P 1z, e °° 50.5 8 , '`z, 'e -�� T �P FG 52.4 9 .2 °' \ F k ` y GF=1150.7 �, 50.5 Z .6 FG Zoe 1 ' r� I 51 (i 49.3 49.3 150.7 FG I ,t FG �=1152.6 •4 FG FG 7. I, �8 0.8 FG \ FG 0 •N. 3.24r co CD 1149.5I F - L 1 �•� 52'5 k•65 / 1 ,' $. I_ ,. \ �` �vA• h F FG 19.2 2 N fids 0 1� ����r 1 1 j F I r o ab LJ N •O 1g3.0� 49. 3 3 � � `� ��k �� z 1211% v� ❑ 151 VA z FF 1 .2 I 1 / / � \ �� ' � •I � PE 1150.5 � .--' B 59 3 O I Q / 50.5 50.5 ae 1 c 1 r 1153 ' N 1 L / / FF 1 G 1 . 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IN THE S E WING WALL 6' S E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA S VERD E of STEEL/GUARDRAIL 19' NOF TELEPHONE SERVICE BOX. CA. 92688 �S 47 L 3 Two WORKING DAYS BEFORE YOU DIG ABUTMENT3 �C CONSTRICTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Qa �N�l RECOMMENDED BY: DATE: . tS GIO C I TY O E T E M E C U L A DEPARTMENT OF PUBLIC WORKSCW CW WK o /8/0 RBF 1 REV ISE LOT 30 & 32 Contractor HORIZONTAL ���� F�l�„ '� Plans Prepared Under The Supervision Of .5 8 - < �° z TRACT N0 . 28510 E SEE ABOVE AS SHOWN W No. 44341 �' ACCEPTED BY. DATE. _ i o Inspector Exp, a- p1 4 a- _1%2 r '� Date: �4l Z'? � DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN 1-01 P {t a� RONALD J J. PARKS A'Y "a R 0 VERTICAL Jr WILLIAM D. KELLER A"'A' Date Completed �lE' F0� 44341 6-30-01 �fr i �- 1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1TRACT 28510--E LOTS 26-32 SHEET OF N/A �F C 1►� 4 4