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HomeMy WebLinkAboutLot 21-25,39-43 Precise Grading Plan GRADING NOTES PRECISE GRADING PLANS 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% TEMECULA 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. TRACT NO Illb. 93065 4 •o� ` r 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . P H E 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP ,pi `s' OF ALL FILL SLOPES OVER 5' HIGH. ; 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF ACOUN Y OF RIV SIDE CALIFO' NIA STH 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. PROSECT 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. y03.07 , 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM cn FLOWS, ALONG TOP CUT OF SLOPE. o o 1 24 VIC INITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 26 NOT TO SCALE GREATER THAN ONE FOOT. 4 TOWNSHIP JL SOUTH RANW -2- WEST SECTION -$_ q q . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH LEGEND RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION / BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 • TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP F I NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING r' ` Low POINT L.P. AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION -- a a LOT NUMBER 0 DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS a TOP or- SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE �. _ GRADE BREAK G.B. INDICATES LOT NUMBER 32 • SITE INVESTIGATION REPORT. , LAN(1SCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE \_1 . _ WAAY `� T 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY -- �_ RIGH, OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF-X173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT EDGE' OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE-1177 1% GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �. 1 WATER BLOW-OFF PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. \c,P� - 0000.04 TOP OF CURB THIS LOT REQUIRES A BACKWATER VALVE 01 T.C. 11 . CUT SLOPES EQUAL To OR GREATER THAN 3' IN VERTICAL HEIGHT o o D FLOW NF" PER SECT. 409 OF U.P.C. PER APPROVED AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL -- L LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER To HIGH POINT H.P. TRACT BOUNDARY - -- PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN o ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL 40 0 40 80 120 OF FINAL INSPECTION. © F I N I SHED GRADE F.G. EXISTING CONTOUR ---(1430) 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND GRAPHIC SCALE -- FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN � HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER GARAGE FLOOR GF 0000.0 2: 1 SLOPE DELETERIOUS MATERIAL. . /11,415* CUT-F I LL -�- --� -- -- tet•-- I-- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE o ` S F I N 19 If-D FL OOR FF 0000.0 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM o WATFH SERVICE W AIR RELEASE VALVE NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE o APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENTSEWER SERVICE S FIRE HYDRANT OF FILL MATERIAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION MAP INDICATES AMOUNT OF •X v N N0. QUANTITY UNIT O DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED To PREVENT PONDING WATER AND Q LOT GRADING (10 LOTS x 50 C.Y. ) 500 CY STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. II 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED BASIS OF BEARING: SL 4PF� --- EXTRA DEPTH FOOTING ....,_ � CON T TFE BEARINGS` FOR ,THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" 50' S0' S0' S0METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM--10). GRAD ING NOTES' ' AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF CONTINUE To FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SURVEYS IN THE OFFICt OF THE COUNTY RECORDER OF RIVERSIDE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED COUNTY,CALIFORNIA, BEING N 52'49'02.84" E. ADJOINING PROPERTIES DURING GRADING OPERATIONS. PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" PLAN 1 PLAN 2 PLAN 3 PLAN 4 EH NEERi �1l 1"ICE T NT CTORSgo 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITHi• r � E TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENG I PEER TO THE ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESECL BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANS ARE OBTAINED 8Y SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 12" MIN. ABOVE_PAD ELEV__ °'o GROUND COVER. SLOPES OVER 15' I N VERTICAL CAL HEIGHT, I N ADDITION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 30' IN VERTICAL HEIGHT. TO GROUND COVER, SHALL BE PLANTED W I TH APPROVED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR D D TOP TREES, SHRUBS, OR COMBINATION THEREOF. SSS SHALL BE STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGEROUND . 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, To THESE LINES OR STRUCTURES. -P/L-- -;- SUBMIT CERTIFICATION of BUILDING PAD ELEVATION. WHERE 15' ON CENTERS. SLOPES OVER 4' I N VERT I CAL HEIGHT SHALL HAVE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4 -MIN_ TYPICAL OVERALL FOOTPRINT DIMENSIONS co SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE0 RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION DEVICES PER U.P.C. CHAPTER 10.R. RESPONSIBILITY FOR J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, SCALE : 1" = 40' r. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY o WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE AND NOT BE LIMITED TO NORMAL WORKING HOUR, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, HIEN RIK ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 25. CONSTRUCT I ON OF DETENT I ON BAS I N, CONCRETE CHANNEL AND PER I IuETER DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, � PID ELEV, -0.1'M1M. � BROW DITCH SHALL BE I N PLACE UPON COMPLETION OF PROPOSED GRADING. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A 0 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS APPROPR I ATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS Cy AT NOT LESS ,THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. FROM INSTALLED FACILITIES TO PER I METER STREETS UNTIL CURB OUTLET IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE 5�0�'' STRUCTURES ARE IN PLACE PRIOR. TO COMPLETION OF THE PROPOSED FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. - o z:* z 21 . "No OBSTRUCTION of FLOOD PLAINS OR NATURAL WATER COURSES SECTION A A �,,1 _ _ , � , m a " STREET IMPROVEMENTS. CAUTION: THE ENGINEER PREPARING THESE PLANS wtu NOT RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER OF��� b %o'd6 `4 - � SHALL BE PERMITTED mo%o •t 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SMALL BE CHANGES OR USES OF THESE PLANS. ALL CHANCES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT ����(R`���y� G I`IP. 15' IVP. N BY THE PREPARER OF THESE 'PLANS'. 0 Q ��.�, © �1 Jam $. ate• Q W 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE IMPLEMENTED UPON C MENT OF PROPOSED GRADING. THE SWPF'P c � �� � FIELD PRIOR To COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SHALL ADHERE TO CURRENT NPDES GU I DEL I NES. w���Ca�� gr�o,�'�vc �Q5' f1 5' S' B til 5' C Q - P/(.. PQQ �� aQ`�.'��*�,�a��`� MIN � MIN M 1 N _ � M I p=„ • P L 5 MIN.VAR.VARA � e.`�; 4 � �oIED1 = ��) =- � 6" MIN. 5 MIN. VAR. / 5 MIN. VAR. fi" MIN. _ �`���,, ;t•;o�` 3' MIN. 1 ' 1 ' 3' MIN. 3 MIN. 2 Q'0�A 'a�.rV ' MUDS I LL VAR. * PQ '`{o�` �'`a `o MUDS I LL VAR. * * VAR MUDS I LL 6 MIN. ���`' -- z `° z z �. o P M z N v . 1 ' 9 ENGINEERS NOTE: OWNER SOLS ENGMMR R LEGAL DEGCRPTION � �o - ---- -d DlrjliillllllNLI-#ERT THE PRIVATE ENGINEER SIGNING THESE PLANS IS _ " a ) Lu �' C£NTEX HOMES PETRA GEOTECHNICAL CAL A PORTION ON OF PARCEL 22 PARCEL 12" MIN. 12' MIN. 12 MIN.N � .� PE z � � �, �N �, RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN ____ _ ��,N O �. K _ v _ WARDLOW CIRCLE, SUITE 150 27620 CENTER DR. MAP 27387 4.22 TO 3' - N 5x '� 5 DIAL TOLL FB AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103 4.22 TO 3 » 4.229G TO 3 6" MIN. Sz MAX ° ' X o ° z THENCE 2% MIN.. PN > > 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. --- - o 20% MAX. MIN. 20% MAX. 20% MAX. 2: 1 MAX. S I DEWALK Q 1-800-227-2600APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 (909) 699-6193 AT LEAST TM DAYS ENGINEER SHALL EE RESPONSIBLE FOR DETERMINING (909) 699-6197 FAX * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURs � BEFORE YOU DIG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, - DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION �. B SECTION C C MEASURED PERPENDICULAR TO THE PROPERTY LINE , SEAL-COUNTY SEAL--ENGINEER DRAWN TRACT NO.23065-4 PHASE 2 IP - SHEET N 0. a • COUNTY OF RIVERSIDE PL.ANNINO ■ DEMON ■ CONSTRUCTION BENCHMARK: T--1--81, ELEV. 1026.42.8 JLF/JF WORK CONTAINED WITHIN THESE PLANS - RpFES5lo TRANSPORTATION DEPARTMENT �o�USslo 2 1/2" BRASS DISK INC ' OMC. CYLANDER 2.4 ESIGNED SHALL NOT COMMENCE UNTIL AN _ Q ��! "�! MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 1 to • ENCROACHMENT- PERMIT AND/OR A APPROVED BY �, q* �D dty �y �4� �- Tr! �y 27555 YrVEz ROAD, sutrE aoo INTERSECTION OF MAIN AND FRONT STREET IN CHECKED » o GRADING PERMIT HAS BEEN ISSUED,_ ,� �� �: .`� �5 � TEMECULA, CALIFORNA 92591-4679 MAT SCHEDULE A CON 13 U LTI N C3 909.676.8042 � FAX 909 676.7240 a www RBF corn TEMECULA, 53.5 SOUTH OF C/L. HIGHWAY � The�pr i vat engineer sirvc n i ng these p I arts is �' r' 79 3.2' EAST OF GT POLE GT 2453 MO' SCALE AS SHOWN PRECISE GRADING PLAN QF 2 SHEETS o No.33950 � KHALED A. OTHMAN DATE: � N°. 43090 ( �. responsible far asisum i nq the actor acy and Exp s/�/Q2 R.C.E. N0. 33950 Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN Q 1-01 accept ab i I i t y of t he cies i yn het eon In the event --- {x >� � PREPARED BY: ICHAEL A. T AN R.C.E. NO. -M9Q_ FILE NO. < of discrepancies arising after c cunt y approval I or _ _-. ,mf, 1� EXP. DATE: 6-30-02 sf ` �� E xF�. DATA: 3t -04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD B NUMBER T l Y l V F .� 15-100455 PHAW Z "' LOTS " AND 39-43 Q dur ing cons t r uct i on, t tit, pr i vat a eng neer Sha I I be �f p4 off 0�` FENCE LINE RUNNING N. & S. SET FIBERGLASS 0❑.. responsible for- de t er m i n i fig ur) ►ocr ept cab I e solution _.�_-- . _.._ �__ _ __.. _,�_� __ ...,_ p� C A� � OF C� G 7 DATE FOR: REDHA� w.o. COUNTY / and reviewing the 1 nns tor ca +rc;va I MARK-_ BY DATE APPR. DATE_ �, - DA rE: � DL Wf TNESSPO�ST 1' SOUTH OF MONUMENT. FILE NO. p p� by the crnant y. E C[Nk ER R E V I S 1 O N S cuTY� RECOMMENDED BY BOYLE ENGINEERING DATE: Y P Mililli RP /ARCEL MAP 1\10 , 27387 GOLF COURSE --,�-.--•�----rt"` - •- - , 4' 28.38' 72.92 ���40.6 g 1.4X ��� 1 � 2.i�' . 2.....- + Ox 117 5 60.02 60-02 1 .0% ,, 6 1 .0x lox MaiM N .57 4 - 4T N • � N N Old . I 11.67' ''� 7 9 ' s 10.74 ' '� 1.0% 5 •� I � • 4 FF* 4 «- 1180.9 3 4 r FF=1179.6 '~ PES 1180.4 .47' �r. 2 PEW 1179. 1 � C� 9 •� 1� ��j •1 IFFa 11 y7.4 FFA 1178.4 0 - 6� "~� �'�/G �`E t 176 1 /21 PEW 1176.9 • - PE 1177.9 � `` 4 I ao 4.83 -- .- � ' 118 � + � 2.2 GF=1177.9 I PE=1 181 7 -�(�� O � • N 19 � � _CIDi (xj t� O� i cm �1 t G C4 N .47 ' N r 1• . err ao M 79.7 - •+ �� N ' +' Bw a '� FG '� ad 4 N 1 0; 8 37.38 3' Cy .,� .�. �.,, -. ,,,,,,, 29.0 cv �i i0. O 5. .. 6`4.00' 78�s �'. B1� 'jar• N wr rr +� BW 60.00 � .� 64.0() �- mom col MON. 0HIN"I •�� VC 12% 110-dool............ _ 'AY . 100 VC *wA -� �_ -- O di �j,• 31 .29 60.48 � .� -- 64Bw 64.00 50 , r- 11.12 ti `- ve � ' N � � ... � E3 C3 14.34 � N "�,,� �]1clq' A N � � 11.2' , � � 1,•� . 5 r' 4 A •'S CFOWS-8 �' � � eco �•5 chi 1 ' Gr=11 o I � 4, G N �'+�1178•6 CA F I I 39 � I PE.1178.1 ►� 443 � 3 • • w g v� FFA 11eo. 4.9 3R a S • •� G 8.51 rn 1l�Tt FF,1176.6 FF,1177.3 5 pFr E 308 ' �1179.6 PEW 1181, d C. PE=1176.1 N PE'1176.8 10.4b 5.22 6 PEW 4 .1 a �s g .., '�°� 9 E 1 180 9 :, t C .,4`T ( tit ',�av, � �,ZAw (ItC4•s, 4.5 .20 MOROI • G l •o% 1 �j w o .. b �j� 1• ado 1.0% �CA arc ��• ` � � �y�r 1 47 5.03 •d' 47• t3ll,63 64• III 60.0'1 1 1 7 rJ n r ---"_N „ --�._ loft ililljll -... . ... ,_..___.ter►- .•-� ; • �s�� N R. C 1 �" 1 PARCrl MA.P 1`1 ��.J . 2 ! :J 87 O /► VNO ENS of � p� Q t_ �' COURSE 1O Y �o �c • :� Deere sny ;M.` •.;;3i. to IN • \CA"I c6 t 01 ao t*etiere\0 N � or • .. Pew ca��sp,�Ke'p� L�� L� W DI S-ERT - _ , 5�1 ,�,,•, .,�,, � 20 0 20 40 60 O z DIAL TOLL,FREE 1�-804-�-227�-2644 � GRAPHIC SCALE AT LEAST TIM DAYS z BEFORE YOU DK�1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA c� NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER rLAMNIMO ■ vE■�©� . avti.T�euc•�o� BENCHMARK: T--1--81, ELEV. 1026.428 DRAB ,LF�JE TRACT NO. 23065-4 PHASE 2. IP - SHEET N0. � WORK CONTAINED WITHIN THESE PLANS T P�RTATION DEPAR T Q�Of E 5 S tp4, 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4sIcNED SHALL NOT COMMENCE UNTIL AN '�l MISOUTHEAST ON HIGH WAY 79 FROM EL/JC COUNTY OF R2 pp ENCROACHMENT PERMIT AND/ORA APPROVED BY 4c�0 �L It 275W YPEZ 1KAD �400 LESCHECKED D � �!• !� �� � � � ��A cAL1F�A 92�-�� INTERSECTION OF MAIN AND FRONT STREET IN MAT SCH �_E . A w � GRADING PERMIT HAS BEEN ISSUED. -- � �• TEMECULA 53.5 SOUTH OF C/L HIGHWAY � � CONSULTING 09.4"AM - FAX M-678.7240 - www PeF.com The private engineer signing these plans i s - DATE: , ; No 43090 . 79, 3.2' EAST OF GT POLE (GT 2453), 304' SCALE PRECISE GRADING PLAN 4F SHEETS responsible for assumingthe accuracy and AS SHOWN acceptability I i t of the design n hereon. In the event {x Exp ��31y°4 EAST OF PRODUCE STAND MIDWAY BETWEEN d p yg � � PREPARED BY: MICHAEL A.'� N r R•C.E. NO. , 430�Q- OB NUMBER FILE N0. p of discrepancies arising otter county approval or �� SIV`\, �� • ` EXP. DATE: 3- 1-04 P.P. 75580 AND P.P. 75581 ON LINE WITH 0L0 15_100455 LOTS �� AM 39-'43 dur i ng con. t r uct on, the pr i vats eng►neer sho I I be fF Eb FENCE LINE RUNNING N. & S. SET FIBERGLASS = responsible for determining an acceptable solution Mar:K 8Y pA1E APPR. DArE or C wo V4- anz DATE: /ti/6-L WITNESSPOST 1' •SOUTH OF MONUMENT. DATE FOR: RE )HAWK W.O. COFILUNTY and reviewing the plans for approvo I by the county - ---_Nc NF R ---- R E V I S 1 0 N S MMENDED DATE: