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HomeMy WebLinkAboutLot 291-296, 307-313 Precise Grading i GRADING NOTES PRECISE GRA ,DIIINIG PLA ,,qS 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. , ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAIN A GE SWALE SLOPE SHALL BE 1% 230 (35 TEMIECULA CREEK IF CUT OR FILL IS LESS THAN 100 , 2% IF CUT OR FILL IS GREATER NOm THAN 100 . 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 . FINAL PHASE vNr 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP RS1 E 0 OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFA COUN1 Y OF RIV DI CALIF RNIA 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 SITE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WL 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. VIC INITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS 296 266 42W 291 292 NOT TO SCALE GREATER THAN ONE FOOT. TOWNSH I P _JIL SOUTH RANGE -2- WEST SECT I ON _2A_ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH LEGEND RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION STORM DRAIN S.D. ACCESS RAMP BY PETRA GEOTECHIIICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE SH FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING LOW POINT L.P. LOT NUMBER QX AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP OF SLOPE T.S. INDICATES LOT NUMBER OIFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. 32 BEEN DONE INC GRADi= BREAK G.B. A ■ INDICATES UNIT TYPE 1L LANDSCAPE DEVELOPMENT L.D.Z. (L=LEFT GARAGE; R=RIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY RIGHT OF WAY RAW INDICATES FINISH FLOOR ELEVATION FF-1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT , KENNEDY EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED WATER BLOW-OFF PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 0000.00 TOP OF CURB T C. THIS LOT REQUIRES A BACKWATER VALVE 0� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHTFLOW LINE F.L. PER SECT. 409 OF U.P.C. PER APPROVED BW AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL 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 ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL o FIN'SHED GRADE F.G. EXISTING CONTOUR .- ---(1430)--�� OF FINAL INSPECTION. �� O 111907 =- FINI'�!IED SURFACE F.S. STORM DRAIN & CATCH BASIN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND w Q GARA��E FLOOR GF 0000.0 2: 1 SLOPET T HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER N DELETERIOUS MATERIAL. CUT-FILL F I N ISHED 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 BENCHED INTO FIRM WATEF SERVICE !U NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE FIRE HYDRANT - --- APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT SEWED SERVICE S OF FILL MATERIAL. .- I ND I C' TES AMOUNT OF � DRIVEWAY - V _ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION EXT.10 'DEPTH FOOTING OF PERMANENT DRA I NAGE STRUCTURES TEMPORARY DRAINAGE LNDEX.MAP STREET LIGHT rJ-----•- CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTI MATE I PFOOTING - a DAMAGE TO ADJACENT PROPERTIES. 40 0 40 80 120 SLOPE . EXTRA DEPTH �•-• �l7 I7-7w�'") 0 NO. QUANTITY UNIT 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED N Q1 LOT GRADING (13 LOTS x 50 C.Y. ) 650 CY GRAPHIC SCALE 35. 35' � � M METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). 35' 35 35 c� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 3 GRADING NOT5' OT ES . CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CONT " N MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO PROTECT 24, EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH " PLAN ,� `�° P PLAN 3 PLAN 4' PLAN 5 PLAN 6 Ch ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED � Uo N J 0 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION re) d- �nUj TO GROUND COVER, SHALL BE PLANTED WITH APPROVED d- U TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BEEH(a/I VEERS_I V(�T/(+E Tp (;OHTRA C TORS BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES 20' ON CENTER; COMBINATIONS 30' IN VERTICAL HEI GHT. 15' ON CENTERS. SLOPES OVER 4' I N VERTICAL HEIGHT SHALL HAVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, " o PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12 MIN. ABOVE PACS ELEV. 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL DEVICES PER U.P.C. CHAPTER 10.R. TO TAKE ALL PRECAU11ONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR 1 1 r ICAL OVERALL FOOTPRINT DIMENSIONS SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERESTRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OF17 TOP SCALE 1 SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER To THEME LINES OR STRUCTURES. P/L = 4 BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. Hill POINT RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE HATH GENERALLY ACCEPTED CONSTRUCTION 4 N.�I N. p��►. �,�'MIN. i WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE APPROPR I ATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE PRACTICES. CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE A N ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET RESPONSIBILITY FOR JOB SINE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY � O STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, �� o� N 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. In a z ? I 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. 10 \0A - o 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS n'1 � °c 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 SEC110N A A �� � ��;�`���a p1,15' np. 15,np. V) SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPS.S GREATER , gyp w �°��� = ¢ CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED •• `` m 8=� 5' (EXCEPT B 5' 5' B IST C 5' CLLJ DELINEATED D I N THE R THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5 i�� VERT I t:AL HE ':�r�T Q4 0 �� Q`.o MIN MIN MIN M I N 22. ALL PROPERTY CORNERS SHALL BE CLEARLYDEL E BASIS OF BEARING: CHANGES o usEs of E ,� �, , �� NOTED) NOTED) J FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. BY THE PREPARER OF THESE PLANS . �. �7 a Q THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" ��' Q » » P/L 5' MIN.V! P/L �' `� ¢ 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS " 5 MIN. VAR. 5 MIN. VAR. Q `� Oho �° Vic° Q� 6 MIN. 6 MIN. � '-� • n o ,yam z �- 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. 2J QQ ���' �m �.-o � z z ? I OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE * * MUDSILL VAR. * » o MUDSILL VAR. VAR. MUDSILL 6 MIN. Q ` PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52 49'02.84" E. 10 '.rQ .� ENGINURS NOTE: OV10 R SOLS ENGINEER LEGAL DESCRIPTION :d , : - •° Q I �( M cwn P oz � �� O « I�AL�RT I - � . 12" MIN oe_ P p R s�� � � � Q 5� M,qX � � •a Q � THE PRIVATE ENGINEER SIGNING THESE PLANS S PETRA GEOTECHNICAL A PORTION OF PARCEL 22 PARCEL » � Ax RESPONSIBLE FOR ASSURING THE ACCURACY OF LESIGN W spy CIS SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 12 MIN. 12 MIN. P�p,N > > 0 DIAL TOLL F" AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA, 91720 SUITE 103 4.2% TO 3' " 2� MIN. 6" M I���. �p,N s I DEWALK c� z EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 THENCE 2� MIN 2. 1 MAX. 6 TYP. 2� MIN. rMIN. 20X MAX. 2: 1 MAX. cuRE3 � 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE VATE FAX 909.273.2100 (909) 699-6193 20% MAX.MAX 20% MAX CK ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 909 699-5197 FAX * - UNLESS OTHERWISE NOTED * _. UNLESS OTHERWISE NOTED * MIN 2% AT CUT/FILL GREATER THAN 10 AT LEAST TWO DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ( ) BEFORE YOU DIG � 1 -* DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER �~ z FOR APPROVAL BY THE COUNTY. E��QN B - BE��Q� �1 -' MEASURED PERPENDICULAR TO THE PROPERTY LINE. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: r SEAL-COUNTY OF RIVERSIDE SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION BENCHMARK; T-1-81, ELEV. 1024.428 DRAWPI JLF/JE TRACT N0.23O65- FINAL PHASE IP - SHEET N0. d WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T 0 E S SI 2 1/2" BRASS DISK IN CONC. CYLINDER' 2.4 DESIGNED Q� �N� (.� EL/JG COUNTY QF RIVERSIDE 1 LO SHALL NOT COMMENCE UNTIL AN APPROVED BY �% •�, A. 27555 YNEZ ROAD,SUITE 4oa MILES SOUTHEAST ON HIGHWAY 79 FR -t ENCROACHMENT PERMIT AND/OR A ,`�� c���. jrl0 `yr TEMECULA,CALIFORNIA,SUIT 4679 INTERSECTION OF MAIN AND FRONT STi'EET IN CHECKED MAT SCHEDULE A o GRADING PERMIT HAS BEEN ISSUED. �y TEMECULA, 53.5 SOUTH OF C/L HIGHS �Y � The private engineer signing these plans i s C C3 N S LI LTI N G 909.676.8042 - FAX 909.676.7240 . www.RBF.com KHALED A. OTHMAN DATE: No.43090 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE AS SHOWN PRECISE GRADING PLAN OF SHEETS Q responsible for assuming the accuracy and Exp. 3/31/04 EAST OF PRODUCE STAND MIDWAY BETVE'EN FILE N0. I R.C.E. NO. 33950 �z PREPARED BY: MICHAEL YLMAN R.C.E. N0. 43090 acceptability of the design hereon. n the event oE3 NUMBER of discrepancies arising after county approval or _ EXP. DATE: 6- 2 sl' .�j ��, ��`� EXP. DATE: 3-31-04 P.P. 75580 AND P.P. 75581 ON LINE `', TH OLD 15-100455 LOTS 291-299 & :307-313 during construction, the private engineer sha I I be tF Fo FENCE LINE RUNNING N. & S. SET FIBI.-�GLASS acceptable DATE FOR: W.O. COUNTY a responsible for determining an soIution MARK BY DATE APPRDAT0� ���� 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 COUNTYLW6MENDED BY BOYLE ENGINEERING DATE: j FEB 2 -' i II 290 J PEI 1305.3 07.45 289 J Tc PE=1304.4 287 288 TS f 288► PEI 11301.9 PEI 1303.2 PEO 1300.1 20 PE=1298.0 11 .2 � A� •3 s'. � Z 09.6 TS r �., '�St FG 20.71 11 . 11.4 - - r 630' �' �'► 0 1 I TS _ r 9 09.6 11 .9 14 9' O9 . TS 46 p0 29.55' r N �- r G 2�- � I 10.5 1 r � Z co z 8.81 F 1 to " w 10• r'/ w ~'' N O �IL .1 10• I O � b• �, FE g.6 . 10.6 N r- �-- �• _rn 1� PEs,30 1 �, N w z Iri '� 5 2 10. FG 5 1 ;�, 07.93 5.3' N 10' 3 FG G ,4 Vol - 1 - TC rn z -5, O �� FG 9 Z F fr 310•"� .1 rn 5 10.7 .2 5.0 51.. Z FF 30g.9 4 1 N 1 - 10.7 I PE 1 •. oi9. 10.9 I FG 95 FG 10.4 1 G FF=1310.7 ® FG .6 1 .12'1 ts► 6 FG 5� FG PES 1310.2 19 1 O z 10.9 •.,, FF=1311.2 r 9 8.5 07.88 FG 6 k .1 64 PE=1310.7 2L Z .1 ag,7 08.6 -C-�3 ) TC 3L 09.1 FF=1310.9 �� 1 FG�p 9 FF=1311.4 09.7 09.7 I PE=1310.4 +~ © 10.0 F <;B m1. AA . -c� . � - � PE=1310.9 FL FG 10.2�- 1 297 - 10.3 5 G�' 08.9 OB•8 �; . 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N � 1 Cir Q9 �• 5R � 09.5 w ? _ «•� FS al 6 r 09.01 09.5 N --C 3 so " .3 5 FG 09.9 0 "'. FS _4 O N N S N Pi S FL-G8 09.3 c° .9 FG 09 N F .50 1! 9 N � � � FLS � 09.9 5 FS 09.7 � 4 fia8 R 5. FG 5 C X13 FG 12 4 1 �3 5 4.67 10.3 f . Cn .1 10.9 � � � 10.3 • F 3 5 C,F 131 3 10.2 .5 0 ` 16- 3 FG (0 10.8 GF=1310.7 G 10. FG FG 1310,3 FG 5 5 10.fi I GF=1 1 .6 FG . .1 .- 11.0 - 5 .- r 1 WOW 10. FG 10 1 1 4R P 600 • .1 09.1 o hI o © FG I 0 6RZ . I FL-GB FF¢1310 • F 1 "� y O 1 � 6• Z 10.1 PE:13 '~• r •1 6R .� 3R .1^ � FF=1310.8 1 .2 rri • R Z be PE=1310.3 10.1 w Z N I.- 4 'ter » 11 .2 Z FF=1311.1 FG 12 � ` .r N p x .2 �1 1� 10.1 PE 1311 FF FF=1311 .5 PE=1310.6 � � 1.o �• � PE=1310.7 10.3 10.3 � s, FG � �, -� Li pE 131 , 10.6 G FG 55 >r� p I 10.7 6 FG o �1 °' "� F�- J 264 N . 11. 10.7 5 12 - .4 O 11.0 FG • I FG FG 6 . o . - *- A9 - 10 PE=1291.4 • FG 5 5 in z N rn •1S r� Z 10 ,n -�r.. O 1Z l o F•�„-Fp w _ � "p M 10.0 �o F1..-1� f A0.8 265 O • �1 N • 3 N o N FL3 f �S PE=1290.9 b 00 N 0 FL-W o' 51 .29' 16.95 zN ���� oil,, J 266 � g. rn 10.8 C Y _ -- Is ¢ ►n rn 46.00 r 11.1 PE-1290.1 w � �k �o� N �' 8 11.3 267 «�S O �� �� �a�i 27 r f 11 .6 268 TS P k � 23 _ TS PE=1289.3 PEI 1288.5 °I �'°\a ,����c°' Z • �- - 7 269 g��� � 0`� ��,55r o& GO��ti�Goy w 2 PEI 1287.7 e �p � Q� ��a �o �r I +l�tO cad Q lam. �p `h 270 PQ a 'INS,�� �4 � N 12 PE=1286.6 271 w DRTAL pE=1286.0 20 0 20 40 so � z 0 DIAL TOLL F"X GRAPHIC SCALE 1--800-•-227-•2600 i it. z BEFo E OU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-ENGIIJEER DRAWN TRACT NO. 23065- FINAL PHASE IP -- � NOTE: COUNTY OF RIVERSIDE PLANNING ■ OESION ■ CONSTRUCTION BENCHMARK: T-1--81, ELEV. 1016.428 JLF/JE SHEET NO. to WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T �O�ES S10,y' 2 1/2" BRASS DISK IN CONC. CYLANCER 2.4 DESIGNED EL JGCOUNTY 4F RIVERSIDE 2 UTHEAST ON HIGHWAY 79 FROM SHALL NOT COMMENCE UNTIL AN APPROVED BY �O \• A.• I MILES SO o ENCROACHMENT PERMIT AND/OR A �� ���, Tri �y ■ N 27555 YNEz ROAD,sura aoo INTERSECTION OF MAIN AND FRONT STREET IN CHECKED » ,. GRADING PERMIT HAS BEEN ISSUED. .� �� r TEMECULA,CALIFORNIA 92591-4s79 TEMECULA 53.5' SOUTH OF C/L HIGHWAY MAT SCHEDULE A Theprivate engineer n eer s i n i n theseplans i s C 0 N S V LT I N G 909.1576.8042 - FAX 909.676.7240 . www.RE F.com g g g DATE: w No.43090 r' 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE AS SHOWN PRECISE GRADING PLAN OF 2 SHEETS responsible b I e for assuming the accuracy and °� ExP. 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. ¢ acceptability i I i t of the design n hereon. n the event PREPARED BY: MICHAEL A. TY N R.C.E. N0. 43090 0 p y g OB NUMBER s \� �t EXP. DATE: 3/31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOTS 291 - 296 AND 307 - 313 of discrepancies•arising after county approval or �" �I Y t � 15-•100455 during construction, the private engineer shall be �tF p� FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determining an acceptable solution MARK BY DATE APPR. DATE OF C�`L DATE: 3 WITNESSPOST 1' SOUTH OF MONUMENT. DATE FOR: RL-rDHAWK W.O. COUNTY NO. and reviewing the plans for approval by the county. ENGINEER R E V I S I O N S COUNTY MENDED DATE: