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HomeMy WebLinkAboutLot 11-15,99-103 Precise Grading , r GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. PRECISE GRADING PLANS . NO TEW.cvLn CREEK 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TRAC; ■ 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 FILL SLOPE = 2: 1 . WIWEr 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. NORTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A UN Y OF IV RSID A IFORNIA COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL ■ ■ ■ ■ - L 03065 FINAL PHASF co E C HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. ' �, PROJECT 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE, SITE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF 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. 7. PROVIDE A BROW DITCH, DES I GItED TO HANDLE 100 YR. Q STORM VIC INITY' MAS' FLOWS, ALONG TOP CUT OF SLOPE. NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQU I RED FOR ALL FILLS T I P SOUTH RANG WEST SECT I ON �... GREATER THAN ONE FOOT. CONFORMANCE WITH EGEAV 9. ALL GRADING SHALL BE DONE INC NCE 7 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION , T STORM DRAIN S.D. ACCESS RAMP BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE ■ VINE E ON PORT SHALL BE SUBMITTED TO THE BUILDING - - - - LOW POINT L.P.L'P' LOT NUMBER L"J FINAL COMPACTION RE AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ■ , TOP OF SLOPE T.S. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS GRADE BREAK G.B. INDICATES LOT NUMBER /32\ BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE �� -- INDICATES UNIT TYPE 1L SITE INVESTIGATION REPORT. LANDSCAPE DEVELOPMENT L.D.Z. (/7�!SHE - ---- -- -- -- - -- (L=LEFT GARAGE; R=RIGHT GARAGE) RIGHT OF WAY RAW INDICATES FINISH FLOOR ELEVATION FF=1173.0 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT 0� GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED _ ppOp 00 WATER BLOW-OFF - --- PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TOP of CURB THIS LOT REQUIRES A BACKWATER VALVE T.C. BW ATER THAN 3' IN VERTICAL HEIGHT � ER SECT. 409 of U.P.C. PER APPROVED 11 . CUT SLOPES EQUAL TO OR GRE FLOW LINE F.L.F•L• WATER AND SEWER PLANS. ( SEE INDEX MAP } AND FILL SLOPES EQUAL 'TO OR GREATER THAN 3' IN VERTICAL 0 HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO /� HIGH POINT H.P. TRACT BOUNDARY PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN Z /vv , ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL � FINISHED GRADE F.G. EXISTING CONTOUR ,�-�----114 30)---� OF FINAL INSPECTION. FINISHED SURFACE F.S. STORM DRAIN CATCH BASIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND ■ 2 I L I TOPSOIL AND OTHER GARAGE FLOOR � pppp•p 2: 1 SLOPE HAS BEEN CLEARED OF WEEDS, DEBRIS, , DELETERIOUS MATERIAL. .. CUT-FILL - -+�-•• -- .~-+►•- �- oP FINISHED FLOOR FF 0000.0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE AIR RELEASE VALVE PLACED IT MUST BE CLEARED KEYED, AND BEND-ED INTO FIRM ,� WATER SERVICE W -0- PLACED, SOIL FOR FULL SUPPORT PREPARATION SHALL BE `�P SEWER SERVICE S FIRE HYDRANT --� APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. INDICATES AMOUNT OF O DRIVEWAY 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION EXTRA DEPTH FOOTING OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONSTRUCTION NOTES & QUANTITY ESTIMATE • STREETL H CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND SLOPE I EXTRA DEPTH FOOTING DAMAGE TO ADJACENT PROPERTIES. NO. QUANTITY UNIT 40 0 40 80 120 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED Q LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY 40' 40' 40' 40' E METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). ° GRAPHIC SCALE 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST GRAD ING NOTES C o N T . CONTINUE To FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE PLAN 3 PLAN 4 PLAN 5 °0 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED To PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH MAP 00 � rn ADJOINING PROPERTIES DURING GRADING OPERATIONS. " \ PLAN 2 .ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION ♦ ENG/NEE 77CONTMICTORS `� TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENG I NEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE cn BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANS ARE 013TAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, • 30' I N VERTICAL HEIGHT. PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER; COMBINATIONS, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. w 15' ON CENTERS. SLOPES OVER 4' I N VERT I CAL HEI GHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 18. A REG I STEREO CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS W i TH BACKFLOW PREVENTION To THESE EUNESTOR STRUCTURES. PLANS. AND 15 RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OF.F. TOP WAR DEVICES PER U.P.C. CHAPTER 10.R. P/LFOOTPRIINT DIMENSIOSUBMIT CERTIFICATION OF BUILDING PAD ELEVATI ECONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION TYPICAL aVERALL o SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENT I CIN BASIN, CONCRETE CHANNEL AND PERIMETER PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4 MIN. SCALE : 1 = 40 ! , RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 2003 CV RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING.WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPR I ATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO POIKC [per. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, FAD� ����11111. � STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS' AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE £.,��RS�p� z z uj z j 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTION A A r .;ti, 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP :. Q w_. A z SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT ,�.1U �`S b I BY THE PREPARER OF THESE "PLANS e'�F,PFiwE© to 15 IIF'. 15 PR. O 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL I NEATER IN THE BASIS OF BEARING: P ,3�not be c tr o y pf ( 1 B 5' 5' B (�1 C 5' C J FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. " " RE\j,,ewSO� mn sh v\o0 do THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS TRAK any s. MIN MIN M I z M P L " 5 MIN.VAR. P/L the p „���, �� rrol�n) z MIN N. VAR. / 5 MIN. VAR. Provo °tor an 099,04 ,te or oo nttYa° p�ev No1ED) --- PROF PROFESSIONAL SHALL SUBMIT NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5) AS n 5 Pp r, s lob\1 23. A SUITABLY QUALIFIED AND REGISTERED E L AND MATH {POSITIONS PER L 6 MIN ,tro �tne TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP F I LED IN BOOK .102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. , , , , 3 MIN. 2 perm roj\s�or`5 ept 00 the 1° RIVERSIDE DE 3 MIN- so 1 1 3 MIN. MUDS I LL VAR. * " toe, mot be� � � - cD OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RI MUDSILL VAR. * * VAR. MUDSILL 6 MIN. 0011 z z ? DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52'49'02.84" E. �- z �. PLANS FOR ALL GRADING � � � � � � � , 1 ' ae ee ENGINEERS NOTE: OWER SMS ENOMMEE1t LEGAL DESCRPTION DIG ERT THE PRIVATE ENG I NEER SIGNING I ESE PLANS IS PETRA GEOTECI�I I CAL A PORT I aN aF PARCEL 22 - PARCEL " 12 MIN. .1 PE o z N cn � a n✓u `� .�. CENTER HOMES 12 MIN. 12 MIN. ��,N RESPONSIBLE BLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW CIRCLE, SUITE 15+0 27620 COMMERCE CENTER DR. MAP 27387 4.22% TO 3' ENCS % 3 " _. sx g o sx M o 'o DIAL TOLL�E AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA CA. 91720 SUITE 103 4.2- TO 3 THENCE 2z MIN 6 MIN. 0 � ? q EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEIrECULA, CA 92590-5861 TFENCE 2X MIN. 2: 1 MAX. 6" TYP. THENCE 2� MIN. Q - 20� MAX. 2: 1 MAX. S I DETYALK Q 1 800-227-2600 20% MAX. MIN. 20% MAX. oc � APPROVAL OR DURING CCISTRUCT I ON. THE PRIVATE FAX 909.273.21 (909) 699--6193 ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING 909 699--6197 FAX * - UNLESS OTFERW I SE NOTED * - UNLESS OT�-ERW I SE NOTED CURB i AT LEAST TM DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ( ) BEFORE YOU DICE . DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z FOR APPROVAL BY THE COUNTY - SEC11ON C C MEASURED PERPENDICULAR TO THE PROPERTY LINE.�ECT"iQN � B � a U NDEF�ROIIIVD SERVICE ALERT OF SOUTHERN CALIFORNIA v SEAL--COUNTY SEAL-ENGINEER DRAWN TRACT NO-23065- F I NAL PHASE IP '" SHEET NO. a NOIE:-. COUNTY OF RIVERSIDE rr..wNN�N® ■ cEa�a� ■ caN■•rRuc�r�oM BENCHMARK: T-1-81, ELEV. 1026.428 JLF/JE � WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART` T �oI L s S10 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED EL JG COUNTY OF RIVERSIDE 1to SHALL NOT COMMENCE UNTIL AN a l MILES SOUTHEAST ON HIGHWAY 79 FROM EL/ JG APPROVED BY �, �, �. ¢ ENCROACHMENT PERMIT AND/OR A � jrl fy 27655 YNEI ROAD,�400 INTERSECTION OF. MAIN AND FRONT STREET IN CHECKED MAT SC ~ A � O GRADING PERMIT HAS BEEN ISSUED. d' TEMEctal.A,CAL.FoFiI�NA 92591-4679 � �� � TEMECULA 53.5 SOUTH OF C/L HIGHWAY � C 13 P4 13 U LTI N G 900.676.8042 w FAX 909.676-7240 . www.RBF-corn 79, 3.2' EAST OF GT PALE GT 2453 300' SCALE OF--?--SHEETS The private engineer signing these plans i s C-DAN DATE: u" No.43090 �� AS SHOWN PRECISE GRADING PLAN < KHALED A. OTHM � Q respons i b I e.for assuming the accur ocY and Exp. 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. I._ acce tab i I I t of the design hereon in the event R.C.E. NO. 33950 �Z '� PREPARED BY: MICHAEL TYLMAN R.C.E. N0. 43090_ JOB NUMBER of discrepancies arising fter county approval or EXP. DATE: 6-- 2 sl ��Yt� �ti� EXP. DATE: 3- 1-04 P.P. 75580 AND P.P. 75581 ON LINE WITH COLD 15--100455 LOTS 11 15 AND LOTS 99 = 103 0 during construction, the private engineer shall be �t� \�p� FENCE LINE RUNNING N. & S. SET FIBERGLASS a- r7F DATE FOR: W.O. COUNTY responsible for determining an acceptable solution MARK 9Y DATE APPR. DATE DATE: WITNESSPOST 1' SOUTH OF MONUMENT. FILE No and reviewing the plans for approval by the count y R E V I S ( N S MMENDED BY BOYLE ENGINEERING DATE. ENGINEER COUNTY .T. , , . ... ,•,r t .n qr ��+� 1,P;S rr r 1!1111111111111111111l!!11!1111111 Jill! 66, 54.70' 54 .50 01 .D Tw 55.70 ,� N 06.2 T W 57 .30' .7 57.50' TS ;� 198.7 97 1 .0% �, _�___1 .OX 02.9 ;cv 1 .0� .7 TN 011 YNCI�b -10� 04 0 • 1 7 .2 FL 05.6 T1 .0% r• 0 ;�' •� o b a CO 0 8.7 FL/NP 9 TV . .. _".."~' . f /� I- go'. ---� �I �-• 1 -- .- 95.5 TF o 1Q ~` 9. .1�' 5 p .33 S�9 �, 13 �• 'ne I Q /15 PV �� G' 12 F 19 o O 1; 3R <c 6 3 , N M� FF-1201.5 , fcy .� - 2R FF=1207.4No / p FF�1199.5 PE-1201.0 •0 " 0 FF-1197.4 0 cv FF=1204.1 I PE-1206.9 .- 16 1 Q .o I PES 1199.0 P g N �_._..../ PE=1203.6 �- f C� PEw1196.9 p PW �! o �'E=12IC� a CDIc°g 010.8 N - BwBW I • FG D II I N oIla!4 cy Jai 98.7 I� � o�� 06.6 FS 1 I J FS oy i a FS �o � I a�• cr, as FG a, 6 F 6, I 9 z =1199.0 © 1 .7' GF'=1203.6 GF=1206.9 , • 4 w z .9 10.97 z 96.6 � 00.7 �e ' -. FS ca w ? FS ao 10 77' 9.0 TN 1 N 05.6 TF 96.9 TW •� ? °' �,'� ° N 8.o FL 94.8 TF j �� �' N 06. 04 98.7 _ k $ \ 0 � N 7.30' r 7.50' 73 54.70' soma - 54.50 55. 70 7. 10 -- ,,,. a r. M _,. �. _ , ._.. _.. Pill s w s w s w s w - 12.94` s w s w rj4 1 4 - WATER o - C' (V 4 6 00 VC-lool 6.0% >>� VINE STREET o 1.0 TC `�' �� \. �[' :�►� 0.5 IE 4 PVC �' p S w s w 8.22' .1 - - -- olo'i o5.oo' - -- sa.o0o i ��, 58-00 97.6 -0 "�`0� cn 7.5' I a s o " i Tc - N FS IN. .� z �� I �� /KIM 1 •14 96-50 C 21.3* I - 11 5.5' 0 t> FS98.6 101 '" GF=1208. o cn 20" FG I FL-W C�`• I ft �� w FF=1199.4 3.6 � I .,>I u PE=1198.9 1 'S V I BW 1� � -I e � n -• I M opo C0 I I 'nes oll cp •9 I FL -Ox 4.5 _ ._ --� BW�. 00 ---• - 88"s oil olo-olow I It-, �� FF=1708.5 -} T A� - fit tom' 119 .87 ( �, PE 1208.o c> t 1 .S C 24 1 . •0'� o I .4 FF=1205.o at 2% �� v " ( I PE=1204.5 N. cn 6� 1 �--~� X11 qp• �C ,� I I '� X7.8 8 � aQi�� o � 0�• 6 0, . �� F�+ I �, 1 60 00.5 15 I .5 1Z.5 30• / S EFF=1201.3 26•.4 t 03. T 6� S 1 .0� _4'x m PE-12M 8 .04+ 1 .0 I E 4 PVC ,n11 M� fill . s 71151 IAj •6x • � 2 �� .�- \\ � 5�i•BSS• N 2 i > o �� \ Q- ti TC 1 + 'o, D W 2L ° ' � -� / \ z i. •1 FFw 1204.2 JONw FG PES 1203.7 G ,. ,� 17 20gii N. ~ - / do �h o Vol -- . • J �� Zo 0 20 40� 60 � .2 4 ,� q� z s xc? !1p GRAPHIC SCALE Al Y ♦ f � ix hLLERTcoligiv 0' of DIG .�- / ./ 'V'�► ♦ / +titi* AQPRO��O A rued yo be EO covet 01 FREEREVjVW r,otbe on o1 Sol DIAL TOLL / bre gni n \��at1 -Th,s so o� ,.� ... \ m�P e�a�. a y Jews• ! 1 840--227 264 / ApprO �°or eo OPpr a ate or c°'�i�ycomP�e�an. Perm theon the fob un toe rov�sio Is 0A AT LEAST MO DAYS � must � BEFORE YOU DK�i o o UNDEROFt0U1VD SERVICE ALERT OF SOUTHERN CALIFORPHA � �..1 � � DRAWN IP -010094 U SEAL-COUNTY SEAL-ENGINEER BENCHMARK T-1-81, ELEV. 1o2s.428 ,�F�, TRACT NO. 23065-- FINAL PHASE SHEET N0. NOICOUNTY OF RIVERSIDE �LwMMINO ■ vis1mN ■ caw8TRUEMON11.111 1 TION DEPAR T oFESsI© 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 ESiGNED RTARIVERSIDE2 R oNTAI D WITHIN THESE PLANS T P� R H EE ,IG o� woKc � _ SHALL NOT COMMENCE UNTIL AN APPROVED BY � �� MILES SOUTHEAST ON HIGHWAY 79 FROM EL/ JG ��`�� ��,�.�- jr� �� Z Ao,w,3U1E 4°° INTERSECTION OF MAIN AND FRONT STREET IN CHECKED MAT w A w ENCROACHMENT PERMIT AND/OR A GRADING NG PERMIT HAS BEEN ISSUED. ��� sO�' cAt.F° tA591-�79 TEMECULA 53.5 SOUTH OF C/L HIGHWAY G C©N S U LT I N G 9M.M.ao42 FAX 909.676.7240 ■ wwwPeF.com ;p No.43090 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE SHOWN PRECISE GRADING PLAN of SHEETS � p The pr1vote eng1neer sIgn1ng these pions Is DATE: � �, AS S responsible for assuming the accuracy and DC Exp- 3/31/EK PREPARED 8Y: MICHAEL A. MAN R.C.E. N0. 43094_ EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. p acceptability of the design hereon. In the event r � EXP. DATE: 3-31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD e NUMBER � - � �D LOTS � - M : a of discrepancies arising after county approval or 15-1 Do455 heprivate engineer shall be �1F F��� FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE �,�: W.O. COUNTY during construction, t responsible for determinig an acceptable solution MARK BY QA'I'E APPR. DATE OF ���` DATE: � WITNESSPOST 1 SOUTH OF MONUMENT. RE�riHAWIC FILE No. and reviewing the plans for approval by the county ENGINEER R E V i S I 0 N S COUNTY MMENDED DATE: