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HomeMy WebLinkAboutLot 16-20, 94-98 Precise Grading GRADING NOTES , ............... 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. PRECISE GRADING PLANS ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TRACTNO r�► cula � ■ IF CUT OR FILL IS LESS THAN 10' , 2% 'I F CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND 23065 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ' 3.. MAXIMUM CUT AND FILL SLOPE = 2: 1 . FINAL Vmw 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. C UNTY OF RIV CALIFO N A 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA NORTH COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL 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 BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF 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. 7. PROVIDE A BROW DITCH, DESIGNED To HANDLE 100 YR. Q STORM FLOWS, ALONG TOP CUT OF SLOPE. VICINITY MAP' NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS T4�H I P ,.A- SOUTH RANGE -2- NEST SECT I ON _.2fL GREATER THAN ONE FOOT. LEGEAV 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION STORM DRAIN S.D. ACCESS RAMP BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE LOW POINT L.P. LOT NUMBER a FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATIONSOLTOP 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 VINE SlHt=tl � ■ LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE SITE INVESTIGATION REPORT. (LwLEFT GARAGE; R=R I GHT GARAGE --� -- -- -- -- --- -- RIGHT OF WAY R/W 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-a1172.5 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT 01 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �� DOOo WATER BLOW-OFF PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TOP OF CURB THIS LOT REQUIRES A BACKWATER VALVE T.C. BW PER SECT. 409 OF U.P.C. PER APPROVED ' F.L. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' 'IN VERTICAL DIGHT FLOW LINE WATER AND SEWER PLANS. ( SEE INDEX MAP ) AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL + SH T HIGH POINT H.P. TRACT BOUNDARY HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO r PROTECT THE SLOPE FROM ERQ$J ON AND INSTABILITY IN FINISHED GR ADE F.G. EXISTING CONTOUR �-----(1430)--` ACCORDANCE WITH ORDINANCE No. 457 PRIOR To THE APPROVAL OF FINAL INSPECTION. 40 0 40 80 120 FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 97 � 95 � 0 2: 1 SLOPE 2 LL 98 GARAGE FLOOR GF 0000 HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER GRAPHIC SCALE t DELETERIOUS MATERIAL. � 0000.0 CUT--F I LL -- --�E--- -- --��-- I--- FINISHED FLOOR 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE WATER SERVICE W AIR RELEASE VALVE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM FIRE HYDRANT NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE SEWER SERVICE S APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. INDICI�,TES AMOUNT OF n DRIVEWAY 14. DURING ROUGH GRADING OPERATIONS AND PRIOR To CONSTRUCTION EXTRA DEPTH FOOTING OF PERMANENT DRA I NAGE STRUCTURES TEMPORARY DRAINAGE TQUANTITY ESTIMATE STREET L r GHT CONTROL SHOULD BE PROV I DED TO PREVENT PONDING WATER AND CONSTRUCTION DN NOI ES SC I SLOPE EXTRA DEPTH FOOTING DAMAGE TO ADJACENT PROPERTIES. NO. QUANTITY UNIT 1 LOT GRADING 10 LOTS x 50 C.Y. 500 CY _ _ x.- AP 40' 40' 40' 40' 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED Q ( ) PHA !3E 0 RSIDE R I METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM--10) . X I ST I NG DRAINAGE NAGE COURSES ON THE PROJECT SITE MUST , PLAN 4 PLAN 5 12 16. ALL E GRADING NOTES-1CONT . _CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE �1N � � n pn MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED To PROTECT 24, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN 2 - °' U; ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED tO 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUNDCOVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION ENGIAWERr N TDR TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TO GROUND COVER, SHALL. BE PLANTED WITH APPROVED BUILDING AND SAFETY DEPARTMENT FOR CVT AND FILL SLOPES OVER TREES SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U71UIIES OR STRUCTURES SHOWN ON THESE � c PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS. PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, » 30' IN VERT I CAL HEIGHT. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12 MIN. ABOVE PAD ELEV. 9 15 ON CENTERS. SLOPES OVER 4 IN VERT I CAL HEI GHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR w 18. A REG I STEREO CIVIL ENGINEER OR L I GENSED LAPD SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION TO THESE ES NOT SHOWN ON OR STRUCTURES. PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROOD OFF TOP 3 SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHA,PTER 10.R. TYPICAL. OVERALLFOOTPRINT DIMENSIONS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION P/L � . SCALE 1" = 40' 9 SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, C 4CRETE CHANNEL AND PERIMETER PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4' MIN. 0 RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE MEASURES WILL BE TAKEN To ENSURE PROPER DRAINAGE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, PoI� Ca ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. PAD aEr. -0.2,Ink. L 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 I MPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREOANCIES IN PLANS AND/OR FIELD CONDITIONS J .172003 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 z 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPW) SHALL BE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SEC11ON A - A Z 21 . "NO OBSTRUCTION OF"FLOOD PLAINS 0R NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER z A z SHALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES. CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS". THAN 5 I N VERTICAL HEIGHT S1QE 15'Tr. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE tiV�� FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. BASIS OF BEARING` _ 5 B 5 5 B C C , THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS TRAK � " " 5' MIN. VAR. P/L 5' MIN. VAR. 5' MIN.VAR. P/L �� -'� `�` O �'" ^� �) IN MIN ��) MI Z 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 6" MIN. 6 MIN. _ , sly 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 2' � wea0 ° tobea � TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF cao~v�e true OF COMPI.ET I ON OF FINAL GRADING I N ACCORDANCE WITH THE APPROVED SURVEYS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDS I LL VAR. '�` '� VAR. MUDS I LL MrIUDS I LL VAR. '�` 6" MIN. 1en�sr~S*r,ot b con not ny Of z `n " " Approv9 r� Taw .., .� PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING COUNTY CALIFORNIA BEING N 52049'02.84" E. 1 of tri p a� a fir,' z z . COUNTY,CALIFORNIA, it tor,or an aP or o°"n �, t► 1 pine proviso be a �,�the Nob unt ee �e as tV ENGNMRS NOTA: O d b A I plans � OWNER dOt.s ENl�IMEER LEGAL DESCR�TlON .. .. �i NLLERT w,DIQ THE PRIVATE ENGINEER SIGNING THESE PLANS IS GEOTECHNICAL A PORT I ON OF PARCEL 22 - PARCEL 1 " MIN. 12' MIN. 12" MIN. PER - .� RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN HSS 27620 R(:E CENTER DR. MAP 27387 TO �p,M " M rS o j WARDLOW CIRCLE, SUITE 150 4.22% TO 3 4.22% TO 3 4 22% 3 sz DUL TOLL.FM AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA CA. 91720 SUITE 103 2: 1 MAX. 6" TYP. THENCE 2% MIN. THENCE 2% MIN. s" MIN. x a sx X z M EVENT OF DISCREPANCIES ARISING AFTER COUNTY TFL 909.279.4000 TEMECULA, CA 92590-5661 TI�ENCE 2% MIN. 20% MAX. MIN. 20% MAX. 20% MAX. 2: 1 MAX. S I DEWA�K a 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 _ w d AT LEAST TM DAYS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING (909) 699-6197 FAX * -- UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB � BEFORE YOU DIG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ** DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z � FOR APPROVAL BY THE COUNTY. SEC71ON B B SECTION C MEASURED PERPENDICULAR TO THE PROPERTY LINE. U O RC D SERVICE ALERT OF SOUTHERN CAUFORNIA SEAL-CauNrr SEAL-ENGINEER DRAWN TRACT NO.235-- FINAL PHASE I P SHEET N 0. NEEL. COUNTY of RIVERSIDE Pu►MMINO ■ DEstaN ■ CDIV�ITRUCTION BENCHMARK. T-•1-81. ELEV. 1026.428 ,}LF/JE WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPAR T �pF E S S I p,y 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED ,7 EL COUNTY CSF RIVERSIDE 1 SHALL NOT COMMENCE UNTIL AN APPROVED BY c�4 l MILES SOUTHEAST ON HIGHWAY 79 FROM / ,¢ ENCROACHMENT PERMIT AND/OR A �-� jr� �y 27555 YNEZ ROAD,SUITIE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ,. N ao y GRADING PERMIT HAS BEEN ISSUED. � ��� f `� OPM s �9 TEMECULA, 53.5' SOUTH OF C/L HIGHWAY MAT SCHEDULE A The private engineer signing these p I Dns i s w No.43090 G N S U LTI N t3 W0.670 3042 FAX 9o9.8Td.724o • wwwF'�F.can ( ) SCALE OF 2 SHEETS .r-- KHALED A. OTHMAN DATE. 79, 3.2 EAST OF GT POLE GT 2453), 300 A5 SHOWN PRECISE GRADING PLAN responsible for assuming the accuracy and Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. a acceptability of the design hereon. n the event R.C.E. NO. 33950 �c ! PREPARED B MICHAEL A. MAN R.C.E. N0. , 43090 08 NUMBER Q EXP. DATE: 6- 2 J' L ti EXP. DATE: 3- 1-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOTS 18 " 20 AND LOTS 94 - 98 of discrepancies arising after county approval or � t �f V t .�. t 5-1I�o455 � during construction, the private engineer sha I I be �rF OF C A``���` FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FOR: W.C. COUNTY responsible for determining an acceptable t e solution ut i on MARK BY DATE APPR. nATE DATE: 7 WITNESSPOST 1 SOUTH OF MONUMENT. FILE NO. and reviewing the plans for approval by the county R E V I S 1 O N S MMENDED BY BOYLE ENGINEERING DATE: ENGINEER COUNTY ti �o '` • � ��'• �� �� � � `�� rye• �i 24.5 � 1 -- r- . -- 1 0 TV -~ 20.6 FG FG -- -- ""' ._. ,� ..... ... _. ." �.` ...' _ "` 53.32' 10.3 rn 16.0 T6 54.50' �'6 2 .2 N - G I n 13.6 I FL-W3.7 INV a co FG 1a� 1 .OX 1 .� ch � - - 1 .0% / 5' © 1 g -2 5 0 N v 1 ' S.D2 9 1 , T .3 6.341 10.7 (5' J 1;01 /17 /2O \±74 0 0 ��° o �, �' /19 F 4 �,; 21 t8 �e 4 N� 3R ( 5R { x SR 1210.1 O FFA 1214.3 « 6 .4 20' FF 1225.0 g ' PE.-12:'5 I 4 \ FF-1217.7 F -1224.5Ftp -o PE-1213.8 FA1221.1 FL-W 15 •4FF=1210.8 o PE 1217.2 `\ _ J o 2 PE=1220.6 ( o ' o PE-1210.3 0 2% , '~ N 2x PE-1_:06 �, I�- BW o 1 BW MI . p I BW � I I� I . 24.3 I N 4 13.6 DW 17. ti 1 � FG 1 � ,1 $ I Fs I -- FL-+P � e I I � _ 0 10.0 to ,�. .� 16.9 ,� `20.3 0 • FS N 17. o; �°� FS 0% 4.3 I r� 8 FG 1 ..- o; 2 a . I � I 6 I � � ._.. � ( 4 FG I GF=1210.3 o ,� 17.4 I 1 -5 GF=1213. z 1 GF=1220.6 = 9. 1 5 Z at l ? U? 1 .3 16.9 5' z � I z24. 10.73 9.5 FS . ( •• \ - CP C14 U "�• N 0,11 Y' ...... .,... ... .. 57.50' 57.30' ,w,,, '- 57.07' rs�? a 54.50' .� 19.95 3 15 19 . ' S wA S N �- co S N S w S N S A I I o o G 3.77 L1*WA6 4 N INV . VC "� w ^Ulm 11110%11111rllrw 14.90 TC �� '� •�� �c ''�'V IINI= 0 1 rl CM I 14. INV S N S N - io S w w S S N S w r 21 . 19' -- 58.00' 58.00 58.00' 58.00' 58.0 33. 1 'Shown y- - Pw / •D' Co / p �� N •© �'! it / N �i / / �4 , .�►/N L N •46 7� CCI z 11.2 + • 21. IIn n �., 14.7 0 1 �� 24. 0 9. 0; 12.5 IX FS 11 .57 ,r �• 70 LF ao 1.65 N �... 11 . 2 V I ' FS 5 -g c� GF=1211 .5 5' .6 GF=1215.0 4" F'VC GF=1218.5 .57' GF=1221.9 =1224.7 I r0 I 14.7 01 .0% I 21 .6 I F�j 24.4 FS o F I G T I' FS '` S o cv o •4 X04 E I I �w No B W Ito 11.3 . I . FG o � m 4 N 94 o rn I 4L 97 BW n MIN. 1 o DW I .1to •, , ( FF=1212.o N® t! 1$• FF=1226.2 `� ` _. ` - �] FF=1215.5 a FF 1222.4 I PE-1211.5 - FG .01 PE=1224.7 •$ -( = 5 cp q 9 ( PE-1215.09Q PES 1221 .9 •- 14.8 �" 1 TG � , PF o� o I F L-+F I 15.1 INV \2L .� r` N g. 1 .4 FF-1219.0 �► ro ! ti�'C0 � r w - •S I .3 F6 F 11 .67' . PE-1218.5 .9 11•. 1 ' - ( o - ... w J I 1.85 I - n c N o I = � 0 21 .7 N ...-..-• 1 � .N I *�%� 0 - 11 .5 ( I 1 .0 �: I , 1 .0"� - 0- -- FG .- cv - • `._ ( o �+ - .-- 24.4 17.3 FL © .J FL44P J N ' . � 15.0 I � �- I _ -- cv I toN 5801 ' 58.01 5a g0 �.- --11__ 59.2a rDOE (107 �- /,F-G 5 04.._ o E XXXX X ` a PE=`LXXX.X 08 + J / 20 0 20 40 60 / GRAPHIC SCALE N IPN 'S CNT of D10NLLERT , p'?-TMS V 5 � . ED DIAL TOLL� l�pP��p� ���'�"_ atrued to b@� •[ 1-$qQ-2Z7-2fi�Q RE���w �n� v Of h�n°t'°�i25 oia;°n of ar' ca�t PIS a�Y 1his At LEAST IM DAYS 0000 Approve o1a C•a 8ppr sato r oou��ycomPiet�on a BEFC E Y �� P the p1t j st be ep on the 10b un rovis� ' plans mu 5t ALERT OF SOUTHERN a SEAL-COUNTY SEAL-ENGINEER DRAWN TRACT NO. 23065-- F I NAL PHASE IP --010094 SHEET N 0. NOI COUNTY OF RIVERSIDE �.r.N��No ■ oc■�aN ■ cvM■rRucTwN BENCHMARK: T-1-81, ELEV. 1026.428 ,A_F/,,tE � WORK CONTAINED WITHIN THESE PLANS T PORTATIC)N DEPAR t Q�4f E S SID,y 2 1,/2" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED `� SHALL NOT COMMENCE UNTIL AN 'T! HIGHWAY 7 FROM EL/.G COUNTY OF RIVERSIDE 2 a MILES SOUTHEAST ON HIG 9 ENCROACHMENT PERMIT AND/0R A APPROVED BY ���, ���� A. jr` �� 27555 YNEZ%0AD,�400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED GRADING PERMIT HAS BEEN ISSUED. ` �' �cu.a caul=c A 4�� MAT SCHEDULE A �y CON 9 U LTI IV C3 ON.6761042 + FAX 9M.676.7240 w www_W-com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY The private engineer signing these plans i s No•43090 ►�' 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE RE GRADING N OF Z SHEETS responsible for assuming the accuracy and DATE: "` Exp. 3/31/04 , EAST OF PRODUCE STAND MIDWAY.BETWEEN AS SHOWN PRECISE G G PLA FILE N0. o acceptability of the design hereon. In the event .0 ! PREPARED BY: MICHAEL A. AN R.C.E. NO. 430-9-CL- OB NUMBER p_ of discrepancies arising after county approval or J,• I Y I ,�` EXP. DATE 3-- 1-04 P.P. 7558Q AND P.P. 75581 ON LINE WITH OLD 15_100455 LOQ AIS LOQ responsibleilI t for tdetermhn i private acceengineer tab acceptable so I ut i on elf f o�` FENCE LINE RUNNING N. & S. SET FIBERGLASS g p GF4< 8Y vA-rE APM DATE DATE: �3 WITNESSPOST 1' SOUTH OF MONUMENT. DATE Fes' ItRUHAVM w 0 FILE N0. and reviewing the plans for approval by the County. ENGINEER R E V I S 1 0 N S COUNTY mMENDED DATE: