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HomeMy WebLinkAboutLot 218-230 Precise Grading GRADING NOTES ` 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1 TEcuLA 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 FILL SLOPE 2: 1 . 4. PROVIDE 5 WIDE BY 1 HIGH BERM -OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE'UNDER THE SUPERVISION OF A COUNTY OF RIV SID CALIFO N I A. - \ 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. A SUITABLY A A T R PROFESSIONALPROJECT 6 SUI ABL QUALIFIED AND REGIS E ED 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. 225 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM 2416 1 FLOWS, ALONG TOP CUT OF SLOPE. VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT To SCALE GREATER THAN ONE FOOT. TOWNSH I P JL SOUTH RANGE -2, WEST SECT I ON -n- t 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH "4 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION -LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 2001 . TWO SETS OF THE 7 STORM DRAIN S.D. ACCESS RAMP • I � FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION I Low POINT L.P. LOT NUMBER X DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP OF SLOPE T.S. BEEN DOPE IN CONFORMANCE WITH THE. RECOMMENDATIONS OF THEj 220 GRADE BREAK G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. � LANDSCAPE L.D.Z. INDICATES UNIT TYPE ,2 LANDCAE DEVELOPMENT (L-LEFT GARAGE; GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT. BUILDING AND SAFETY 228 RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION 1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTINIG FINISH LOT EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 GRADE AND DRAINAGE INSPECTION: THIS INSPECTION MUST BE APPROVED W PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER BLOW-OFF TOP of CURB -A. 0000.E . T.C. THIS LOT REQUIRES A BACKWATER VALVE , 11 CUT SLOPES EQUAL TO OR GREATER THAN 3 IN VERT I CAL HEIGHT PER SECT. 409 OF U.P.C. PER APPROVED W AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS .OR GROUND COVER TOEET 2 PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN S HIGH POINT H.P. TRACT BOUNDARY - - ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL w FINISHED GRADE F.G. EXISTING CONTOUR (14 30)---' z OF FINAL, INSPECTION. ' • 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND Q FINISHED SURFACE F.S. STORM DRAIN k CATCH BASIN HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER I DELETERIOUS MATERIAL. GARAGE FLOOR pppp•p Z: 1 SLOPE © 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE FINISHED FLOOR FIF 0000.0 CUT-FILL -- --a�-- -- --r�-- �- PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM _ NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WATER SERVICE w AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT J � � � � � � FIRE HYDRANT -- SEWER SERVICE S OF FILL MATERIAL. - 14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF n DRIVEWAY OF PERMANENT DRA I NAGE STRUCTURES TEMPORARY DRAINAGE CONSTRUCTION NOTES & QUANTITY ESTI MATE _ �- , EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT -- --- . NI0, QUAINT TY UNIT DAMAGE TO ADJACENT PROPERTIES. Q I ROMANCE P � I Q LOT GRADING (13 LOTS x 50 C.Y. ) 650 CY ----- - SLOPE EXTRA DEPTH FOOTING 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED N METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . MEN 35 35' 35 35' 35' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 40 0 40 80 120 35' CONT I NUE TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS. PROTECTIVE GRAD ING NOTES CONT . �IVDEX MAP � MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLM 3 pLA�j 4 PLAN 5 PLAN co ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRAPHIC SCALE •- ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED - PLAN 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION �r � 2 TO GROUND COVER SHALL BE PLANTED WITH APPROVED a,. TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO TI-ETREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE MGLNEE ' NOVr oHrRA C TORS BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, c� 30' IN VERT I CAL HEI GHT. 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL HEIGHT SHALL HAVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SUOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE. 3 18. A REG I STERED CIVIL ENGINEER OR LICENSED LAND SUR OR HA PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. VEY S LL DEVICES PER U.P.C. CHAPTER 10.R. TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR �-�/p SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERESTRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP 1 1 r ICAL OVERALL FOOTPRINT DIMENSIONS SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER To THESE LINES OR STRUCTURES. P/L SCALE : 1" = 40' RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4' MIN. w qac WITH RESPECT TO ADJACENT GROUND SURFACE I S- REQU I RED, THEAPPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE PRACTICES CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE . o o � ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY �jlb PAD EtEi► Ili: I 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, ¢�� 0 ��a�o �o�o� A N STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Qk(�� #^ ''`c {'` Q 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND FIELD CONDITIONS Q� � r� "� gyp``; ' .�� et z > z 21 . "No OBSTRUCTION of FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT of PROPOSED GRADING. THE SWPPP SECTION A A � p�� �� A » IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE Qt r SHALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. POR REAR YARD SLOPES GREATER OJT CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED Q�'Q��O U Q � �,� 1S'IIP. 15' IYr. O 22. ALL PROPERTY' CORNERS SHALL BE CLEARLY DELINEATED IN THE A CHANGES OR USES OF THESE PLANS.»ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5 I N VERTICAL HEIGHT �JQQ�4P � �, � r a�I (�T FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BASIS F BEARING:NG. BY THE PREPARER OF THESE PLANS . �- �� ,0 o1 5 B �' 5- B C 5' C i THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" P/L 0 U10 P MIN MIN MIN _ MIA d 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT 1 _ A P/L V » 5 MIN.VAR. PQ�fi ,���``P I+a�) ___ ��) �' z AND MATH (POSITIONS T I ON5 PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 995 5) S 5 MIN. VAR. 5 MIN. AR. 6 MIN. 3' MIN. 2' r�,Q gfi TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. `� I 3 MIN. 1 1 3 MIN. * Q � O � OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL VAR. - „ MUDSILL VAR. * * VAR. MUDSILL 6" MIN. z z z ? PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING COUNTY,CALIFORNIA, BEING N 52 49 02.84 E. • e. 1 ' ° '� EN�i1NEERs NOTE: OWNER - SO�s ENQIMEER LEGAL DESCRIPTION - a - IA DIG NLLERT THE PRIVATE ENG I NEER SIGNING 11-ESE PLANS _ » MIN. RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN CENTEX HOMES GEOTECHNICAL A PORTION ON OF' PARCEL 22 PARCEL 12 MIN,2% TO , P` N z WARDLOIN CIRCLE, SU 150 27620 COMMERCE CENTER DR. MAP 27387 12 MIN. 12 MIN. N ❑ ' AND ACCEPTABILITY OF THE WORK HEREON. I N THE C � I� � " '` sz _ t7 DIAL TOLL�E CORONA,CA. 91720 SU I TE 103 4:2� TO 3 4.2% TO 3 THENCE 2% M I N 6" MIN. �VA Mix � 51 � � � z EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 THENCE 2% MIN 2: 1 MAX. 6" TYP. THENCE 2% MIN a 1--840---227-2600 APPROVAL OR DURING CONSTRUCTION,, THE PRIVATE FAX 909.273.2100 (909) 699-6193 ZOx MAX. MIN. 20% MAX. 20% MAX. 2: 1 MAX.- SIDEWALK � ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AT LEAST TWA DAYS (909) 699-6197 FAX * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB �-• j BEFORE YOU DIG FOR ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �� DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER � z UNDERGRINVD OSERVICE ALERT OF SOUFHERN CALIFORNIA SECTION B B SECTION C C MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0 SEAL-COUNTY SEAL--ENGINEER DRAWN TRACT NO. NOIE; COUNTY OF RIVERSIDE PLANNING ■ oeeIoN ■ CONSTRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 230G5- FINAL PHASE I P -JLF/JE SHEET NO. U WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T Q�pf E 5 S1 pN 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 FSIGNED SHALL NOT COMMENCE UNTIL AN �< MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 1in ENCROACHMENT PERMIT AND/ORA APPROVED BY V A. jfl� fy ■ : 27555 YNEZ ROAD,sung Goo INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ,� M GRADING PERMIT HAS BEEN ISSUED. _ �- ` f T�Ck&A,CAUFORN IA 92591--4679 MAT $C A g y z C O N S U LT1 N C� 9W.676.a042 • FAX 909.676.7240 - www.FSF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY � The private engineer signing these plans i.s A w No. 43090rvl% 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE OF 2 SHEETS r,espons i bl a for assuming the accurac and KHALED A. OTHMAN DATE: AS SHOWN. PRECISE GRADING PLAN EXP 3/31/p4 EAST OF PRODUCE STAND MIDWAY BETWEENt acceptability of, the design hereon, n the event R.C.E. NO. 33950 {x PREPARED BY: MICHAEL TYLMAN R.C.E. N0. 43090 FILE NO. ;5 of discrepancies arising after county approval or EXP. DATE: 6- 2 `rtCl V t�- `� EXP. DATE: 3 31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD oe NUMBER Q during construction, theprivate engineer neer shaII be 15--100455 LOTS 218-230 responsible i b I e for determining i n i nacceptable 9 I solution 'ff ���� FENCE LINE RUNNING N. & S. SET FIBERGLASS A W. COUNTY L p e g a acceptab a so ut on MARK BY DATE APPR. DATE F C�` and reviewing the plans for approval by the county. ENGINEER R E V I S 1 0 N S . TY MMENDED BY BOYLE ENGINEERING DATE: DATE: VVtTNESSPOST 1' SOUTH OF MONUMENT. ° FOR: REDHAWK FILE NO. • COUN ' A f � _ . . , . _ - -- -- - - - 103.77' 49.63 co . u7 00 83.2 T11 �- -- 80 °' cry .:_ -- -- -- -- -- - -84.4 84.5 TW 80.5 TF82-- - -- _ -- - - 2 n FG NIN cv , 80.5 TF 82.2 FL f r y 1.___.__ F� .4 83.5 FL Zg 4 c� ._ 81 . 1 1.Ox MIN. - --- - FL-G8 ¢ 84.1 IN FG 0) 80.7 c•, a 1 .0% / , °►.� b MIN 10 a ., F� 1.TX FS '`' 'n r: o iD °° E i1' ..�.•-- I I w 4 o 26' 1.0% MIN. - '.. .'" 6 S �- a 8 3.5% '� 4� 10' 8 7• / Cl) FF=1282.5 r 1 1 29•,39 •4 1 I = 6 0 �$ `�� 8L.0 PE=1282.0 53.31 FG 1 FG 1 ` 1 I Ir- aD - 10. \IRJ „ 7.8% �: r° ��. 81 .8 -_ 1Z ao FF=1282.5 13 FG .1 a a M 1 N � „7 n 11Iju �Cv _ G 1 to 52.5 t ►� - - �, ZX PE-1282.0 ,/ 1 82 A 10IN 1.OX MIN. r o. -1 M I N Q g �/ 'L'g �• Z `n . __... --- -- - 98. 14' �- FL-•�P °' �n 1z N N �. ` ^ � 2 . � 83.0 N .179. 1 r- ar . . . �• J+ __. - - - 28 82.4 I TS w 2I � 80.0 �' 75 FG 90.33' `n. 1 .OX MIN. , N rr _ O � - ' �16'• '1°� °'� m o� No o `tib � VIN MN 3 Q G 82.4 1p'9 /FGl ,n co r4- a.,° � �!- ,v h' CD 0 n + U_ . 4.9% " /ff4 �_ •�(0 a ch 10 INS ' tf r`_ VIIIiUqt 200 01 . 2� n U_ G w�: 00 I i FF=1280.s 2% I MIN � Q`DMIN Mv � d / 10 J n L_ PE=1280.0 ' CV r8, r I aD FG r. � � 23.54 `�' r; 80.01 0; FF=1280.3 �.� ft •. - 78.9 -M 1.0% MIN. ,. TS PE=1279.8 �, 3 °n° �►• N '(1 - 104.27 4,) h o Cl) 1 r" _ M �' / 21 2 �G / N. 77.7 76. '� (4D in 1.D� MIN. 90 - •77. 7 _ w �- r.. � 3 . FG � fit' .. h o�' � h h •6 vi 1 .0% MIN. ' c� 0 34.55 / 22 5 f ►n °i ' I x 76.7 TF N �° �.. u pp• f h ,``' ry� / 6.10X FF 1278.5 80.6 $ 1 ll FG �G °D 1� � N . . PE-1 z78.o o I I I FG I T F cam- KD 1 5�N n ' to 2X I A? s•2 off` / 4 n 1 G rn MIN I cy 'x,11 f� �� ,,,� �►• 4b. C-7 ` fl 10 R 8.5X ' n n 4:a I: �.. 1 .0% I ;,� p`� [` �Q FF-1278.3 76.7 hd` I .1 MIN Ica PE=1277 �j o 10 FL ct'd � �• �' h '^ 76.5 FLS? . 1 � - � �• / 8 77.8 © ©F� 3 ,� I �.�G 1 . WIN. 116. 15 \ 21 FG 10 lot �� la90 �. 1.0% MIJIM-N. In 1* .3 .0% MIN + 1.0X MIN.F Go FIG ,� A 24. 17- °' in Ch `y c� ` �� ��•/ 2 1 LI 'I. W t cn ► I 5 FG '1� Qo ,� �`' - . z ( 6.8X I� PI M1 I / / CL FG i -LL. r- n 0 3l.0 65 ' ¢ Q e 10 10' 1 R ,~ 7 9X 21 FF=1276.s 99.04' 10 ' / r� _ c■ PE=1276.0 FF=1276.3 S n 19 2X 7 • ,1 Q 1 :0 1 .oX 76.4 / 1 - 5 s n 10 410. CD �-�.-- 1 76.8 PE 127s.e FIG '1�' 1' - - G MIN FG cn r- I TS 75.8 1 �. : I 95 N 1 ' , 1 .0% MIN. 169.03' FIG 10 w ., 90.00' 1.OX r`n 22' S I 3.3� �n 1.0X MIN N. 10 74.7_,,.- r / �G 0 CD o 176-or .OX MIN. �n cn �' N / J 'L 20 72.71 TF 19.�3' 13$ �3$ w ti• 1�S ,ri �` E2 �: s� r' v' MIN IN FG G �. ►n •us 8.3X a n 1 F n 6.0 TN io 30' 30 .rte- FF=1274.7 10 v� "' 4,30 M 6.7% 72•D TF PE=1274.2 2% rn- cv 1 ca 2R 11 111111 20 N MIN-11�oo -C MIN FF=1274.3 Ir N g t 73.8 23 6. n 32.99 1ros PF-1? 143 73.8 / ' 70.70 r• MIN. - o 74.a\FG 1.0% TS I / TC 44 © / o N I OX MIN A F-%- 70-98n TIC 'A 7.417 1 V) :3 5.13 32.60' , . .. Q 9.21 6 TC / 3 T 71 .fi5 a TC 20 0 20 40 60 �8 DIGS-ERT � - W - GRAPHIC SCALE DIAL TOLL FREE ,- cov�,r,t0��� 0� � o 1-800-227-2600 - �7epAmono R G&sp" �t7 t� AT L.FAW TWt DIA" -- -- ..... ....,. ..... .._ .... ._ ..._ pPR f' d co a . Q` A"r nS1we of � BEFORE YOU D1G R�U�Enot be, ,ion of any t 4 p�an�s shad �i�. �hls sat° ...,1 any UNDEFMOUND SERVICE ALERT OF SOUTHERN CALIFORNIA APpro or an p st.3tie or°° a, pion- ID \e qe`of t r�,va� u t ,alp lion. a�nt to ons CA Op- ire 10b un 0 NOTE; SEAL-COUNTY SEAL-ENGINEER Q COUNTY OF RIVERSIDE BENCHMARK: DRAWN TRACT NO. 23055- FINAL PH "'st IP -010094 Pu►NNINO ■ o�®iaN ■ CONBTRUCTIDN T-1-81, ELEV. 102fi.428 ,XE/�E SHEET N0. � WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART Q�OF Ti S S1 pN 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 ESIGNED ¢ SHALL NOT COMMENCE UNTIL AN COUNTY OF IVER���E 2 APPROVED BY MILES SOUTHEAST ON HIGHWAY 79 FROM Et/JG 00 ENCROACHMENT PERMIT AND/ORA � ��� �. � T � � _ GRADING PERMIT HAS BEEN ISSUED 4, �� r� y 27555 YNEZ ROAD,surtE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED N N •� `` �� TE&CUL,4 CALIFORNIA 92591-4679 M A T Theprivate engineer s i n i n these I n i C C3N B U LTI N C3 909.676.x042 • FAX 909.676.7240 . www.RDF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY SCHEDULE A respnsible for assuming the accuracy and s W No.43090 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE OF_9__SHEETS acceptability of the design hereon. In the event DATE. "� Exp 3/31/04 FAST OF PRODUCE STAND MIDWAY BETWEEN AS SHOWN PRECISE GRADING PLAN Q � PREPARED BY: MICHAEL TYLMAN R.C.E. N0. 430,, 0� FILE N0. of discrepancies•arising after county approval or Jr C j v�` �� EXP. DATE• 3-31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH QLD °� NUMBER dur i ng 'construct I on, the private engineer sha I l be 'ff, ���� ` 15--100455 LOTS 218 - 2M 51 responsible for determining an acceptable solution 0� �`� FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FOR: W.O. COUNTY and reviewing the plans for approval by the county MAS BY GATE R V I S I 0 N S APPR DATE MMENDED DATE: DATE: �3 WITNESSPOST 1 SOUTH OF MONUMENT. REDHAwK FILE No. ENGINEER COUNTY