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HomeMy WebLinkAboutLot 7-9,60-66 Precise Grading ". i7h 'tl 'S'�+ S' a.A.;".r 7S a„ lr.;'r.: r 'F "• "r':s. ., ;.q,. GRADING NOTESPRECISE � = N . 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ' GRADING PLANS ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. TRACT 2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1% ti '1'EI�C1Jl_A CREEK IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER ' THAN 10' . 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 F I LL' SLOPE m 2.- l . - t. PROVIDE 5' WIDE `BY 1' HIGH BERM OR E • IVALENT ALONG T OP QU AL � T OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT F OUNT 0 F RIV S D CALIF A NORTH ALL ILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL. �. - : COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. � t . ro PROJECT 6'. A SU f TABLY QUAL I F IED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE D 4. ■ � � -- BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF r SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES, - r 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM , FLOWS, ALONG TOP CUT OF SLOPE VICINITY-.M� ., 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS � a NOT TO SCALE 4' GREATER THAN ONE FOOT. �oo.o� � TOWNSHIP JL SOUTH RANGE - SECT MIEN ION 9. ALL ©RAD I NG SHALL BE DON I N cORMANCE w I TH E ' RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION � � . . STORM DRAIN S•D. ACCESS RAMP ` BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT L.P. f AND SAFETY DEPARTMENT WHICH SHALL INCLUDE`FOUNDATION LOT NUMBER DESIGN RECOMMENDAT I ONS AND CERTIFICATION THAT GRADING HAS 1g� t2 TOP OF SLOPE T.S. INDICATES LOT �R 32 BEEN pOt�lE IN CONFORMANCE WITH THE RECOMMENDAT I DtVS OF THE GRADE BREAK G.B. SITE INVESTIGATION REPORT. 100.23' INDICATES UNIT TYPE 1L - LANDSCAPE DEVELOPMENT L.D.Z. a h > No 23065 4 p S E 6 c I E 0 N1 FM ►r (L=LEFT GARAGE; R=R I GHT GARAGE) lo. , THE CCINTRACTOR SHALL NOT IF`Y THE DISTRICT BUILDING AND SAFETY ;- RIGHT OF WAY R/W INDICATES F i N I SH FLOOR ELEVATION FF=t 173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT Flm EDGE of PAVEMENT- - E.O.P. INDICATES PAD ELEVATION PE=1172.b . GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED : PRIOR TO BUILDING PERMIT F I NAL INSPECTION FOR EACH LOT. "', �r WATER BLOW--OFF }:. 0000.00 TOP OF CURB 011A THIS LOT REQUIRES A BACKWATER VALVE F T.C. • 11 . CUT SLOPES ECt,1AL TO OR GREATEN THAN 3' IN VERTICAL HEIGHT PER SECT. 4Q9 OF U.P.C. PER APPROVED --r--•• r • . �'''�; AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL FLOW L I NE -----=_ -- �- F.L. ; HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO WATER AND SEWER PLANS. ( SEE INDEX MAP PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN o ' HIGH POINT H.P. TRACT BOUNDARYlot -• - lx «,a ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL ., OF FINAL INSPECTION. • F I N I SHED GRADE F.G. EXISTING CONTOUR ,r�---- I4 60>7---" r, FIN?SHED SURFACE F.S. STORM DRAIN k CATCH BASIN. 40 0 40 80 1.20 . . 12. NO �'I LL• SHALL BE PLACED ON EXISTING GKOUI�D UNTIL T� GROUND � � � , HAS BEEN CLEARED OF NEEDS, DEBRIS, TOPSOIL, AND OTHERNo DELETERIOUS MATERIAL. GARAGE FLOOR - - • - GF 0000.0 2: 1 SLOPE • GRAPH I C SCALE w CUT-FILL -- - r-•- --•t�--13. 1 , If STEEP' SLOPING TERRAIN OCCURS UPON wH I CH FILL IS TO BE 100.30. � F I N I SHED FLOOR FF 0000.0 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM " w AIR RELEASE VALVE -• - �3-� '' �` WATER SERVICE ; NATURAL SOIL FOR FULL SUPPORT PREPARATION 'SHALL BE � �- � � � - -• • •�" APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT FIRE HYDRANT OF FILL MATERIAL. SEWER SERVICE S 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF DRIVEWAY S OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING s. CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AIVD CONSTRUCTION NOTES & QUANTITY EST I MAfiE STREET LIGHT - - - .i- - - • -� o--�.---- DAMAGE TO ADJACENT PROPERTIES. � I NO. QUANTITY UNIT SLOPE EXTRA DEPTH FOOTING 15. DUST SMALL BE CONTROLLED BY WATERING OR OTHER APPROVED L(D LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY '` METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). 50' S0' 50' 50• 16. ALL EXIT NA EXISTING NG DRA I GE LOUSES ON THE PROJECT SITE MUST � : •: CONT I NUE TO FUNCTION, ESPEC I ALLY DURING STORM CO D I T I ONS. PROTECTIVE GRAD I NG N CONT . iiiiiiiiiijillillilliiiiiiiiiilllllllllllll1111111 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT P 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH #.AE AflJO I N I NG PROPERTIES DURING GRAB I NG OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLAN Z PLAN 3 PLAN 4 ° a APP VED ao Lo GROUND COVER. SLOPES OVER 15' I N VERT I CAL HEIGHT, I N ADDITION ori ¢ `° 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TO GROUND COVER SHALL BE PLANTED WITH APPROVEDG EWTRAWWrANACrOMcsa TENTH (1 .5) SNAL.L. BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBSHALL BE THE EXISTENCE AND LocAltoN OF ANY UNDERGROUNDuTIUTIEs s � � � BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER OR TRUC7MS SHOWN ON THESE PLANTED AT 10' ON CENTERS,; TREES, 20' ON CENTER; COMBINATIONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 30' I N VERTICAL NE I GHT. 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL F�I GHT SHA HAVE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIREd 12" MIN. ABOVE PAD ELEV. o o °D LL VE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR PERMANENT I RR I GAT I ON SYSTEMS w I TH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE N' 18. A REG I STEREO CIVIL ENG I ICER OR LICENSED LAND SURVEYOR SHALL DEV I CES PER U.P.C. CHAPTER 10.R., TO THESE LINES OR STRUCTURES. ROOM OFF TOP ` SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. ARE SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION of DETENT i oN BASIN, CONCRETE CHAMEL Al�D PERIMETER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GEN ACCEPTED cONsTEruCT1oN P/L TYPICAL LJ. R)OMM' DUMSKM ' RESPECT To MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4 MIN. BROW DITCH SHALL BE I N PLACE UPON COMPLETION I ON OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. SCALE : 1 = 40' WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPR I ATE MEASURES WILL BE TAKEN TO ENSUE PROPER DRA I NAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ; ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET AND NOT BE UMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, ILII roINI DEFEND. INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, - � Pip Biv -0.1`VIII STRUCTURES ARE IN PLACE PRIOR TO COMPt_ET I ON OF TIME PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 20. FINISH GRADE SHALL BE SLOPED AWAY ..FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. • � A� 'Q 4 AT NOT LESS THAN 1/2w PER FOOT FOR A MINIMUM OF 3 FEET. THE CONTRACTOR SHALL BC RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS '" 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTION A _ A 21 . "NO OBSTRUCT I Ohl OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP SHALL BE PERMITTED~ . SHALL ADM-ERE TO CURRENT NPDES GUIDELINES. CAUTION. THE ENGINEER PREPARINP THESE PLASS WILL NOT RESPONSIBLE FOR. OR LIABLE FOR, UNAUVORIZ'ED FOR REAR YARD SLOPES GREATER �¢��� A CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED �� m •d 0- 22. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE BY THE PREPARER OF THESE `PLANS". THAN 5 I N VERTICAL HE i GHT OF 6 � ti I5'T? 15, coo FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. BASIS DP BEARING: ��' 41��sP_� do � �': THE BEAR I NGS FOR THIS SURVEY ARE BASED ON TIE LINE BETWEEN STAT I ~TRAK" -0�pP��G�' v�` a 5"`'� ��`y �d1 5' g' g OR C g C •Q 23. A 'SUITABLY QVAL I F I ED AND REGISTERED PROFESSIONAL SHALL SUBMIT I 5' MIN.VAR. P/L ���'�O��p �o�b.i�o� s �. MIN MIN MIN 0. ` P/L 8 Fz s�� u° la►ID) � n) A AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 5 MIN. VAR. 5 MIN. YAR, " - f TO THE BU I L.D I NG AND SAFETY DEPARTMENT WRITTEN CERTIFICATION 6 .M I N fi MIN. �• w �8 - SHOWN ON THE MAP FILED I N BOOK 102. PAGES 50 THROUGH fi5 OF RECORDS OF 3 MIN. 2 ��� p��► 4e\ a 3 MIN. i 1 3 MIN. ��� gra°-� �t° v�� t OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL VAR. „ MUDS I LL VAR. * * VAR. MUDS I * vat°,of a o�g o�tir���� � ` PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING COUNTY,CALIFORNIA, BE I NG N 52 49 02.$4 E. -�-- - 6 MIN• ppP w;, K��w�Qt -W- z z EN�Ra HO x.11 �MlOINEER LEGAL lE�N:RPTIO�1 D10AJL .It ERT THE. PRIVATE ENG I NIEER SIGNING Tl M PLANS IS SEX M-MONKS PETRA taEOTECM+I I CAL A PORTION OF PARCEL 22 - PARCEL . ' 12~ MIN. DER � �- W RESPONS I BLE FOR ASSUR I NE THE ACCURACY OF DESIGN 12 MIN. 12 MIN. ----� H © z �, N a wARDLOW C I RCLE, SU I TE 150 27620 CENTER DR. MAP 27387 -- 4a +� _ m DL.TOLL FM AND ACCEPTABILITY of THE WORK HEREON. I N THE CORONA,CA. 91720 SUITE 103 " 2% MIN. 6" MIN... 5X M4x � � © •� s� '� 1-8W-227-2600 � EVENT OF DISCREPANCIES ARISING AFTER COUNTY Tom,• 9D9.279.4000 TEMECULA. CA 92590-5861 2% MIN. 2. 1 MAX. 6 TYP. 2% MIN. - -W- ' > 1-- 20% MAX. : 1 MAX_:-_ S I DEWALK APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699- 193 20% MAX. MIN. 20% MAX., � ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING " AT LEJ T TWD DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (9D9) 699--6197 FAX * -� UNLESS OTHERWISE NOTED * -- UNLESS OTHERWISE NOTEB CURB � BEFORE Y0V DIG o FOR APPROVAL BY T!° COl1NTY. r, - DISTANCE FROM RIGHT OF WAY TO THE' GARAGE CORNER z SEC*nON B SECTION C C MEASURED PERPENDICULAR TO THE PROPERTY 'LINE- UNDERGROUND SERVICE ALERT OF SOUTHERN CAl.IFOM�VIA - SEAL-COUNTY NOIL" COUNTY OF RIVERSIDE s AL�-MCINE� DRAWN _ PLANNINO ■ OKSION ■ CONOTRUCTION T--1- 81 ELEV 1026.428 TRACT N0.23465 4 PHASE B IP BENCHMARK. JLF/�E SHEET NCS. WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPAR T SHALL NOT C:OMMITNCE UNTIL AN ��o F S S 1 pHA 2 112" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED . O ! MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDEul ENCROA�.�NMENT PERMIT APPROVED BY �. E MIT AND/ORA �`� w�� Ir �YW ROAD su rE 400 f�- �, INTERSECTION OF MAIN AND I'`RONT STREET IN NECKED ' GRADING PERMIT HAS BEEN ISSUED. - The private engineer signing these plans is ., �y TEAAE4lJLA,CALFORMA a�6�14-A479 MATJC�.E A' C G7 N 9 U L''TI N4 �.a7eA042 • FAX �6.7z4a i www.�F.cann TEMFCULA, 53.5' SOUTH of C/L HIGHWAY '.' ,.� No. 43090 ^� 79 3.2 EAST OF GT POLE (GT 2453} 30D GALE OF_ S�IEETS responsible for assuming the accuracyy cmd KHALED A. OTHMAN DATE: As SHOWN PRECISE GRADWO PLAN .0 :{ acceptability of the design hereon. In the event R.C.E. NO. 33950 Exp. 3/31/04 PRFPARED BY: MICHAELA. _ N EAST OF PRODUCE STAND MIDWAY BETWEEN R.C.E. N0. _.. Q2 FILA NO. K of O i scr eponc i e ar!'tU of ler county approval ctr EXP. DATE: 6- 2 `rr c 1 Y t` `� EXP. DA 3- 1--04 P.P. 75580 AND P.P. 75581 OWN LINE WITH OLD B NUMBER L . dur i ng construcf ion pr I vote eng r Meer sho I I be - 15�-100455 l►D�5 ��� �~ CDC "'�D�p FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determinf"itg on +acceptable solution F 0fi C I,��� DATE FOR' W.O. COUNTY ,i' w" MARK BY DATE AF�PR, oATE DATE: WiTNESSROST 1 SOUTH OF MONUMENT. REGHAWK FILE No. and reviewing the pions for approval by the county GINE R R E V I S I 0 N S COUNTY MMFNpED 8Y BOYtE ENGINEERING DATE: m.••■ 4r 8 - FE 18 2003 • , • • , ,. P ..'.r ,' . ' k'' 'h, J F ... -' g.7. k r rc .y' / •.fl f��)�.k ' .. r - -. r .. 1. ,A. M. 1, .. C {ti•'• , 'f i "�R 15+50 [] � JJ "".,• _ 4 9 ! '. _�'r r �.. �• :w 1 ^ ` sr M �s.V`�' r ray 1 ''rr ` !. • f k 'ti'j••� • N >. 143.44' � � i :�� ` l•_. - •- � 114 34� ,.- -+ ..^, �, 120.5o 1101, 23.,,x•7 84.91 `. -�,. � -w :•:� , . , �., .,} ::�• F +�' • Q 1 40D76.52 10, + •..+•• ,. w � + � 7 "w+•..nr ,. Y ., .. :tl Y Irk"♦ 1 •Y�y • d. • + N 'may 1 r ' FL - ° r .. j lh.. :�,r r• � 1 8'1' I Ftp n, 1 •C?X f �o F� �• • .. �.-, .' IL Z�4 • � � Io � � w MLN .. r ' �' ` .. :. ..= � '. ,. .. .. •r., 94.0 � 1� z4 24 /� ► � ,. � ��� .. : �• , *35 o� , FFA 1194.8 -••-�• • " / .'�' rI I I - q> I k�_ I [}( r 1. , �:� - r1 • PE}1194.3 y// � 'ti r„ •A -,� ,. ,x 4 1 9 I µ MIN N � ,� n F -•P.' t ° :'E. ,, ' .v 4 � 1 � 2d 4R r !�. s • r 5 FF 11 7 9 , 9 �.; { 1 [V V - � ., ' ,. pt• r.k' ` 'jar: % ,. 100.00 1 tt , r , r r 28 OW A � x 95 FL : '..' ', -. ., .rte ... ''` ,. _ r+`'• a r •„ ,. -rte t ,,. - i. A ai , 1 B 16 50 � i l7` 92.0 19 1' � 1 ,�` •. •. _ -, �'r �. • w � � DROP .2 � 'fir- � t" r _. ;r. • ,. ,. 1 r7. I 9.22 �1 97 � �► '< 11 .2 � / 4 •� s , Mm . t , v OF • � I� r' � 'a. 1 t at ' , � ` 95.0 :. •/ / 't ,.. :�}� �� ; " ' 1 .97 rp F 1192.8 •+ ' f 2 r� 34 c.� 1 , 2 v n � f4 zu 20 , • 1 .Ox .9 F --GB � � • , 1 • - , • 1D0.23 o • • , - M �9 7 HP-FL .31 8.4% CP i DC 2 10 9'0.5 6' CRUTH . 2 QX MIN cy (�/}�'J. ■/`J��,�,•• "�► � �r � ��;: ..: .� 4 FF 1,91.z �• r � I „ PES 1190.7 90.5 � � � � � - � �� •w �' r. 101 . ' , ;. ---- ----- .--- -- ._•. .. .._ -`_" -..-__ 23.21 • 1 � 1 q� �. 5 6 �, �p �'�-". a CA 0 IG z 0.0 V C9 0 20..%4 .. ,. • � • r I r .. .. v. a;r• .. •t v i{. t, i. �.'i..• 97.2• � I . . ^ F. L G • r , : .. .• s ,.�.. �' war,. .4J •, %( 1 "r.• Y � , x �{ ,w`' Vl•F -..lel ok,co 1E � !='F=1197.9 `• � � I` ,a L, w'� t' Y�� 1195.3 � a, 'i .- �• -. - ,�"` ;,:� ;Qv . �• G� A r. r , , ... �4 � � � .. � •� - - _ \. + _ f !I � � �O� � �' .." ... L.� f,v•40 � r� I �, 95.0 FL-W , - ,,= �,�,� ,. f •I � � ti � I cis aPH i e scat.E, .• .�. �. 78 37 4.92 t8 bF D10 �&]B . . f `� -- 23. .. '� � - SPAR SAFE �b . •�' r � �� � � / , R�v,eWE�,gY ,Vb6���of anti 1 , � r. _ x� ` ..,.. ,. p��'ns•s f any vlo n10 �%a*5•phis . 1 r r,� .'.�. �,• ,,,,r. „ J r4va10f kb�n appr��a��°or cAu�`tY �plew°"• AT UV&TM DAYS �� '1 I`�2 . 8 � r \ -. �/� •` � . AppPermit lar,°r the s�a'� -job un►��°° v�s�Qns � pt°r th • ,. RF.�'� Yt]L! DIC�i � �:�w,..1 I;�,� ,p� - � ,`� tn�pro $r bg g . : • , - ;k m� `.,. • r � fir,, ^ SERVICE•AL�tT aF 8Ot1Tf'I��t�w11A Q _ SIDE YNtD TRACT NO. 23t�8S�•••4 PHASE'S ' • FBF` 14 REVISE LOT B2 AND 63 MOVE HOl�SE FOR 5 SEAL-COUNTY 5�AL--ENGINEER t , ___-_ _ _.__.�.r.__-_. ____-__ _ ��. -___ . _--_----- - COUNTY �E RIVERSIDE DRAWN , , w.wtMNrt~a ■ o�dioN ■ oc�NdTRucrnrl>►N BEN��MA�: T�-1-'81. ELEV. 1 Q26.428 �F/,� � S�'tE�L�. NO: .rr , WbRK CQNTAINED WYTMIN THESE PLA'N5 -- ' T f'ORTATI4N bEPAR T Q�o��s sl®� . - 2 112' BRASS DISK. IN CONC. CnANDER 2.4 s,�,ED SHALL NGT CbMME`NC� UNTIL AN �l J MILES SOUTHEAST Ot►1 H�HWAY 79 Fi�Cltvl EL/JG COUNTY OF. IVERSIDEA j11�z poa� st�TE goo . �- INTERSECTION � MAIN AND FRONT STREET IN HECKEO GRADING PERMIT HAS BEEN I SSt�ED`. �.. `c. ��, � 11�MMEct�c�u•�o�a�lA��at-" MAT � � '� ,A '� : � ..•„ �► � C(�N$U LTI IV C�' -�w.�7a.aaat - FAX�.e�.�2ao • vrwwt�F.can TEMECULA, 53.5 � SbUTH Of Cil. HIGHWAY -_ . i .. . J ' ►� No. 4090 � 79; 3.2 BAST OF GT POLE (G7 2453 , 300 ,} SCALE . . CSF` :�S�E Tt: . The private engineer signing these plans is � r^ � � . espo>~s i b 1 t far assuming the accuracyand DATE. � � AS SHOWN PRECISE GRA�� . ac eptab i I i ty of the design her eon. n the event � Exp. 3%31/0 �} PREPARED MrcHAE�. A. MAN ' R.C.E,'NO. 4302Q FILE--�-- '� F`it..E NO. ' r EAST AE PRODUCE STA�tD MIDWAY BETWEEN of ¢iscrepanc►�s arising after county apprbvol J� Cl �\, ti� EXP. DA rE: 3-3 -04 P.P. 7557 AlVb P.P.' 75581 OWN LINE WrTN pt� a ntuMeER dur►ng construction, the privote engineer $hall 'be � f� 4'� � 15- t0o455 _ �.�� 7 � AND L�T� res onsible far deter�inin c e I solution � � � fF l�� � - �� a c tab e r FENCE LINE 'RUNNING N. & S. SET F1BERiGLA�S ••- P 9 P0 1. DATE N. F C� FOR: W.(�. COU �Y . and r•evierrin the I s f r r v � h n SARK eX '.DATE �►� DAtE: � WITNESSP'IJ�T "I 5aUTH 4F MfJNUMENT. R��i► ,r g p on o clpp o Q by 'the cou ty G R R E V I S � D N S COUNpY� MENDEb •, DATE: � �'t1::E' W. ,. , , k•d • r , , J. • u - v