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HomeMy WebLinkAboutLot 240-243, 255-262 Precise Grading f GRADING NOTES UN BUILDING C ` 1 . ALL GRADING SHALL CONFORM TO THE I FORM BUILD ODE ADDENDIX CHAPTER 33 AS.AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1% 117 NO TEFECUTA 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 , 23065 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 'O 3. MAXIMUM CUT AND FILL SLOPE 2: 1IP Iq INAL ' I � 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP vr � OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA OUNTY OF RIV RSID CALIFORNIA IIRTH 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 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, DESIGNED TO HANDLE 100 YR. Q STORM ■ ~ ■ 240 FLOWS, ALONG. TOP CUT OF SLOPE. VIC INITY MAP NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ToNNSH I P _ SOUTH RANGE 1„_ NEST SECTION 9.. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH 262 RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE 1 24T STORM DRAIN S.D. ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT L.P. �1 AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION LOT NUMBER L"J DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP .OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE GRADE BREAD G.B. INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. �� LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 10. THE. CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY 2� � 247 (L=LEFT GARAGE; R=RIGHT GARAGE) DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT 255 256 257 26Y RIGHT OF WAY Raw INDICATES FINISH FLOOR ELEVATION FF�1173.0 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=�I72.s PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. > WATER BLOW--OFF01 . o cx�000.oo . 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT TOP OF CURB THIS LOT REQUIRES A BACKWATER VALVE • T.C. A F SLOPES A TO OR GREATER THAN 3' IN VERTICAL .260 � PER SECT. 409 OF U.P.C. PER APPROVED B W AND ILL SL EQUAL FLOW LINE F.L. HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO S1 2 WATER AND SEWER PLANS. ( SEE INDEX MAP ) PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 240 HIGH POINT H.P. TRACT BOUNDARY - •- ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. FINISHED GRADE F.G. EXISTING CONTOUR y �__--_ _ ____.___._ FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND �-------___-._. ---.-----_ --_._-- _ ---_. _...__T------_ �...______-- -�.__- -_--._-_�___._ _ � - _ �._.__. .___._-_.�-___. _., . _ __�___ HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 4 GARAGE FLOOR GF 0000.0 J. --1 2: 1 SLOPE ROMANCE PLACE CUT-FILL - •�� -- �►- i- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE FINISHED FLOOR FF 0000.0 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM a NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE 1I WATER SERVICE W AIR RELEASE VALVE - -I�--� APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT .-.w FIRE HYDRANT OF FILL MATERIAL. « SEWER SERVICE S /INDEX MAP 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION �' OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAiNAGE INDICATES AMOUNT of O DRIVEWAY EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTIMATE STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. 1i a 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED NO. QUANTITY UNIT SLOPE EXTRA DEPTH FOOTING 1 METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-�10�. Q1 LOT GRADING (12 LOTS x 50 C.Y. ) 600 CY 35. 35 E 35' 35 35 a 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRADING NOTES C - 35' " rC E Ej CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE40 0 40 80 120 to MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH - - PLAN 3 PLAN 4 PLAN 5 PLAN 6 n ADJOINING PROPERTIES DURING GRADING OPERATIONS. " PLAN 1 - ROSEA ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED �n - � GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION GRAPHIC SCALE _ � cn PO N N 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TO GROUND COVER, SHALL BE PLANTED WITH APPROVED � TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE � NOTICE `n BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER TREES, SHRUBS: OR COMBINATION THEREOF. SHRUBS SHALL BE EM(s/NEER o . PLANTED AT 10 ON CENTERS; TREES 20 ON CENTER; COMBINATIONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 30' I N VERTICAL HEIGHT. 15' ON CENTERS SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE. 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. o 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR . SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP TYPICAL OVERALL FOOTPRINT DIMENSIONS W SPECIFIC ELEVATIONS 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. `vev-'o 3 WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE PRACTICES CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE APPROPRIATE MEASURES WILL BE TAKEN To ENSURE PROPER DRAINAGE � � O� of RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. GpUN WOAD `I V �M role j ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERI METER STREETS UNTIL CURB OUTLET INCLUDING SAFETY of ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 4PPLY CONTINUOUSLY epPv- &S PAD ID. -0•Z' 111. STRUCTURES ARE IN PLACE PRIOR To COMPLETION of THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO D DA ` 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, w,�RO��© D r�etltO'� V STREET IMPROVEMENTS. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PPP ew -\O, be O°�S< a� LO AT NOT LESS THAN 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE REv�EW�° bn�ghg� v�O`aWs'Chis z z THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANOES IN PUNS AND/OR FIELD CONDITIONS P �� � ty ��a ee .. 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION. AND SHALL BE RESPONSIBLE SECTION A - A PPPro�\°,or af\ take ppb UUo 1 C°` A SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER PevO\,\s Ons�`� >ar+ira► Q CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED the Pg must°� 15' hlr. .22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE CHANGES OR USES OF THESE PLANS.w ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5 I N VERTICAL HEIGHT p���" (DCUT 017T �, FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BASIS OF BEARING: " " BY THE PREPARER OF THESE "PLANS". 5 t g 5 5' B C 5 C Q J THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS TRAK - p L AKIN MIN MIN Mi � � a 5 MIN.VAR. / NOTD) ��) z 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 6" MIN. 5' MIN. VAR. P/L 5' MIN. VAR. 6" MIN - - �- TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 3' MIN. 1 ' 1 ' 3' MIN. 3 MIN. * � � OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL ` VAR. * * VAR. MUDSILL MUDSILL VAR. 6" MIN. -- z z ? `O PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52"49'02.84" E. II-Iz m `M "04 04W ENGINEERS NOTE: OWNER_ SOILS ENGIMEER LEGALMOCRPTION cn ` X Lu DIG ERT THE PRIVATE ENGINEER SIGNING TI- SE PLANS IS PETRA GEOTECI-N I CAL A PORT I ON OF PARCEL 22 - PARCEL " • ' .12" MIN. PER _ O` /"' '' `• RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN WA�WFCI�RCLE SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 12 MIN. 12 MIN. 4.2% TO 3' PIAN n o '� DIAL TOLL�E AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. .91720 SUITE 103 4.2% TO 3' " 4.2% TO 3' THENCE 2% MIN 6" MIN. �p,N sz MAX � sx MAx y z EVENT OF DISCREPANCIES AR;SING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 THENCE 2% MIN 2: 1 MAX. 6 TYP. THENCE 2% MIN Q 1-$ -227-26� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 20% MAX. 2: 1 MAX. SIDEWALK (909) 699-6193 20% MAX. MIN. 20% MAX. I ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING * - UNLESS OTHERWISE NOTED CURB ` ;, AT TM DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699-6197 FAX * - UNLESS OTHERWISE NOTED BEFORE YOU DIG X- DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z FOR APPROVAL BY TI-E COUNTY. SECTION B "" B SECTION C "" C MEASURED PERPENDICULAR T0� THE PROPERTY LINE. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o SEAL-COUNTY SEAL---ENGINEER DRAWN TRACT NO. 23065-23065- F I NAL PHASE IP SHEET N 0. Q NOT _ COUNTY OF RIVERSIDE PrI�►rNrN�rro ■ oEs�®N ■ cor"eTRucTioN BENCHMARK: T-1•-81, ELEV. 1026.428 JLF/JE V WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T Q�o��s S IONq 2 112" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED � EL/JG COUNTY CSF RIVERSIDE 1 to SHALL NOT COMMENCE UNTIL AN APPROVED BY �� ��H p. [ f, MILES SOUTHEAST ON HIGHWAY 79 FROM ,¢ ENCROACFtMFNT PERMIT AND/ORA �� �0 �d y 27655 YNEZ ROAD,SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED I w w �� s� 1 ■ ■ ■ TEMECULA, CALIFORNIA 92591-4679 JT SCHEDULE A �1 GRADING _PERMIT HAS BEEN ISSUED. Q TEMECULA, 53.5 SOUTH OF C/L HIGHWAY CIL CON 9 U LT I N 13 909.676.8042 FAX 909 676.7240 . www RBF com OF-9--SHEETS ' The pr i vote fang i neer s i gn i ng these p I ans i s -- ,� No.64540 ^� 79 3.2 EAST OF GT POLE (GT 2453) 300 SCALE responsible for assum i n the accurac and KHALED A. OTHMAN DATE: °G Exp 6/30/03 AS SHOWN PRECISE GRADINGS PLAN d g R.C.E. No. 33950 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. acceptability of the design hereon, n the event PREPARED BY: ELIZABETH D. LQVSTED R.C.E. N0. 64540 F- 9 ,� r OR NUMBER of discrepancies ar i s i n after count approval ova I or EXP. DATE_ 6- 2 r Cl V 1\- �� EXP. DATE: 6-�30--03 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOTS 240-243 �t 255-282 � 9 Y pp 7 Q~ 15-100455 0 during construction, the private engineer shall be ff 0r Cko` FENCE LINE RUNNING N. & S. SET FIBERGLASS a `igDATE FOR: W.0. coU N TY r ps.pons i b I e for determining an acceptab I e so I ut i an MARK BY DATE APPR. DATE DATE: ~ " WITNESSPOST 1' SOUTH OF MONUMENT. REDHAWK FILE No. and reviewing the plans for approval by the county -� ENGINEER R E V I S - 1 0 N S COUNTY MMENDED BY BOYLE ENGINEERING DATE: • I ' I / Iro 1A2.26 FG lot SO. rok- 65 6 FS M FG FF SNib 2.a 2 � 26 3 '� • - �G 61 FS a pE b� 54.47' I ♦h .� 61 .32 �G \ bcp FG -J,FS I / 62 •� X2,1 59 - oo �`'� \ 2p•$� � MSN•. `� � _ �.4 G - ry°' �'• 5 F g rn v, sp 6 may- •dx N 2% „� 6 G 6� FG .� / 60•PSC J, o- 62 , Mi1N � � •+y � � -� 0 0 4 � _ 10 FG 62.0 \ `L lN 41P • .,�,y63 10 �• 55.6 FF �-6� \ « pNC 4 0 38'� I 49.04 I FG ,��, 50 .F • 2 �G 1262' 1 6 .92' 46.21 � 2 6 5M. / 53 7 I \ !� tits r 0 0•sx 6 \0 60.46 '1� F _ .3 . 1�. FG _ I _ ` 1 5 �p C « \ g 6'1' •52 co 1 FG STN -- I 1\ 2 6 I o z �S 1• �_. - • 60.49 Q, 3 p ��N• , °' 9 9 \ °'o 'sem ? j 1 1• LA o.48 I \ LO to 1 �2' 60.7 c:, FS 't - 0 N 12 5 5 z I- 1 0 \ .7 ;e, �' co FL 1 .0'X. � � cr � 61 .3 I o to J N = �� - r A. 1 .3'X \ �1 1.0% MIN. N 62.3 T� FG 1 49.6 .- --I to I \ 7, �, 61 .5 Lo -�� 4 �' \ 60.29 00 1 48.3 . .0 _ FG _ w 54.7 TW 1 32'9 61 .5 FG r 1 59.86 r 61 .3 2% I FG _ �! z co I 51 .4 TF FG , FS TC Iv FG N 1 - 49.3 N = 51 .5 �� 52.6 I 54.4 ( 261 4� �' 9.88 'CM w 61 .1 41 81 .0 l !I • I _H r• ►� 61 .3 N r FL-+p ao I z °�' I o a$ FL-F•P FG Irfi FL-W I to FLS FLS 4R 60' F5 FG aL 10 .., 51. 1 ►� 10 1 .4 u' e I 47.8 N I N _ FL�-+P ro I w FF=12.62 0 FG 30 % FF=1261 FLS' '�" z "' p o "� - PE=1261 5 CD 30 / 20 PEs 1261 .3 I I I D I r �z+ \ , �- -2� , *-83' . _ �I� _ M►1N 20 I 20 5 I I �n ? in o z 6.33 A 0 61 .5 - 0 I ? F .1 61 .3 6:1 49.6 5 �� 67 54.7 �- t• 39.42 8� 49.6 .3 •g�/ 52.9 52.9 1 .62 co FG 3 fi2.5 FG .n 0 60.4 Q 1 10 FG 48.0 FG FG 1 z FG 58 FG I z .7 z TS 1.0% N� .� �' 1 0% MIN. o� I 1 i 5R z 51 .4 51 .4 z z 54 ca 1 48.0 FG ( FG 5 FG Z FG 106.00 46. 13' 107.00' FG FF=12 . 1 I 6R F--1 4 59 _ 1 .0w MIN. av . 16 �, 55 50 F 253. - N .px cn 58.54 25 - - - I 2R PES 1249.6 FF=1251.9 r` PE- .s _ "` °'• 36 84' S9.6 61 .5 Tw cn �* to 1.0� MIN. - " •1 .� FF-1255.2 58.5 - 1• 43. 17 - I PE=1251 .4 a0 PE=1254.7 0 61 .5 W FG 59.6 58.2 TF - E • 46.9 FF=1248.5 I I ( 58.8 TF 59.3 FG 58.8 FS 14 5 E C 58.8 58.7 59.fi 59.6 a PE=1248-0 r 58.40 •-• FL-G8 FG 29. FG r- FL-11 cv FL--GB 57.8 FG •. �•-� I 51 .4 •4 I 1 0 , 54.7 I ( I �'"' I c,, FS4i6\ 59.3 48.0 49.4 �.. FG w I FL-GB 52.9 t .4 FG 2R 3� FS i FL--F� I �n FG 1254.7 21 5 I 1 I� FG r- 52.8 FG $ 7.3% 10 51 . 1 I .1 0 48.0 _ = 5 FG FG GF=1252.9 .6 $ I FF=1260. 1 59.4 w r $ 8 N I FG ,, r7 53.6 / I o MIN PE=1259.6 `FG 57.72 FF=1260. 1 I N FG o49.4 5 GF=1251 .4 r 5 _. r� FL-GB 59.6 22 1 FS PES 1259.6 3 7.fi 51 .8 53.6 60 6 22 CM TS ' �+ �_.� .4 0 � ;�-�------ in FLAB FG � � �20 58.6 r�.6 �� 47 1 '.� 6.17 48. 10 FS 6.33 FLAB ►� FS 51.4 TV ? r 50.1 ? 54.7 52.66 � FG _ - ,�.,. ft _ 1.4� MIN. FG FS .- * w � FS - - 46.6� .O 46.8� l 0 48.05 N 50.3 O N N 6 50.7 N \04 N r. -- � � .� N N N 1r N 49.6 N / 2.27 58.3 56.68 �' L--Ge 1.0% MIN. FG FS .1 ' �h. FS 51 . .4 FS \ °° FL--G8 n �'`• 56.68 TC �� \ i S �� N w N , FS 4 1~7 \ .- 1/ 49.0 ' 9�0; @4 61,:35�. „•_, TC . -- �= - �- -- - -- 44.00 48.63 91 .00' 92.00' a S S w FS S w S N S [wzI IC-i 45' U_ TC46.61 48.31 50.08 51 .54 53.03 53.93 54. 7 55.21 57.37 TC - TC TC TC TC C TC TC C- E 14 2.40 8 i SIDE 0 80 VC 100 VC S COUNT OF RIVER + R z + + o �� N pEPARTMENY - � �- BUILDING. I • VE®S G ° 141)APPRO cap 0 REVIEWED pM construed tO be I N flans shall not A;Vraval 01 these p r®val any or an app pem1oro1 the�tste or ....., provisions -� " the p mu h I:a`,, w a; ��;.4.�. plans Must a �' . DI RTIix DIAL TOMFRM 20 0 20 40 60 z 1-8aQ-.•227-2604Of 7=1 DA" GRAPHIC SCALE AT p BEFORE YOU DIG � z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA o SEAL-COUNTY SEAL-ENGINEER DRAWN NO COUNTY OF RIVERSIDE P"MNING ■ DEBION ■ CONeTRUCTION BENCHMARK: T-1-81, ELEv. 1026.428 �LF�, TRACT NO. 23b65- FINAL PHASE IP --010094 SHEET N0. WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T Q�0 i E 5 S/0*, 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 ESIGNED� � to SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE 2 ENCROACHMENT PERMIT AND/ORA APPROVED BY ��` �gw` �y 27ss5z Ro,e►o sut�aoo MILES SOUTHEAST ON HIGHWAY 79 FROM EL �o $ `'\ � ■ E INTERSECTION OF MAIN AND FRONT STREET IN CHECKED N to GRADING PERMIT HAS BEEN ISSUED. ^ ct ,cA�oFA 92s91-4679 , • � � s TEMECULA 53.5 SOUTH OF C/L HIGHWAY ,JT � A r- ' CONSULTING 909.676.5042 • FAX 909.676.7240 • www FeF.com / The private engineer signing these plans is r-, . ,.� No.6a54o79 3.2 EAST OF GT POLE (GT 2453) 30Q SCALE � Of Z SHEETS a responsible for assuming the accuracyy and DATE: Exp 6/30/03 As SHOWN PRECISE GRADING PLAN acceptability of the des I gn hereon. In the event J, PREPARED BY: ELIZABETH D. LovSTED R.C.E. NO. C4!�40 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE N0. p of discrepancies arising after county approval or t' /V t �� EXP. DATE: 6--30-03 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD a NUMBER during construction, the private engineer shall be t� �v� 15•-100455 LOTS 240 - 243 AIVD LOTS 255 - 2� ' or (I,\_\ FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determining an acceptable solution MARK BY DATE APPR. DATE DATE: WITNESSPOST 1' SOUTH OF MONUMENT. DATE FOR: REDHAWK W.0' COU No. and reviewing the p I ons for approval by the county R E V I S 1 0 N S MENDED DATE: ENGINEER COUNTY 1