Loading...
HomeMy WebLinkAboutLot 111-118, 122-124 Precise Grading GRADING NOTES PRECISE GRADING PLANS 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. n 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 � IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER rEMECULA CREEK � THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND TRACT NO 23065 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . •M � 4. PROVIDE 5 9WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP F- INAL PHASE ver � OF ALL FILL SLOPES OVER 5' HIGH. v NIA 5. ALL GRADIN SHALL BE DONE UNDER THE SUPERVISION OFA COUNTY 0 RIV RSIDE CALIFO' .� I �. COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL r 1 NWTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE PROJECT ,�� ��__.__T__. UILDING 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 JI"'f FLOWS, ALONG TOP CUT OF SLOPE. VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NTO SCALE. GREATER THAN ONE FOOT. TOWNSH I P _..4.... SOUTH RANGE _2, WEST SECT I ON _21L 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH SHE 1 2 RECOMMENDATIONS of THE PRELIMINARY GEOTECHNICAL INVESTIGATION #6 LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE Sol STORM DRAIN --- - - ----- --- S. D ACCESS RAMPFIN - - - - - AL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING FM ca �-.�- Low PD I N� _ _____ ___..____� L .P- AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION __ ._-�..__�.._.___ -_ LOT NUMBER ---- - -- ------ Q DESIGN RECOMMENDAT I ONS AND CERTIFICATION THAT GRADING HAS :1 TOP OF SLOPE ------- - - - T . S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS ONS of THE v GRADE BREAK --- --- -- G.B. NDICATES LOT NUMBER --- - 32 SITE INVESTIGATION REPORT. _ VIANNE COURT INDICATES I CATE_S UNIT TYPE 1L LANDSCAPE DEVELOPMENT --------- l_ .D-7_ . (L---L_F=FT GARAGE; R--RIGHT GARAGE) 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY 0 _ � � RIGHT OF WAY - - ---- R/w INDICATES FINISH FLOOR ELEVATION -- FF-t173.o DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT Z INDICATES PAD ELEVATION. ---------�- PE=1172.5 \ FDGE OF PAVF-MENT - - E. O.P . GRADEAND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED }� \\ PRIOR To BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. - - \' #7 01 ToF� OF CURB T.C. 1 H I S LOT REQUIRES A BACKWATER VALVE 0000.00.�.._._.__..____-.__._._�. ____._____ .... WATER BLOW-OFF 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL To OR GREATER THAN 3' IN VERTICAL FLOW L I NF ---- -- F.L. PER SECT, 409 OF U.P .C. PER APPROVED BW HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO WATER AND SEWER PLANS. ( SEE INDEX MAP } PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN HIGH POINT - -- --------- - H.P. TRACT BOUNDARY ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL 4 OF FINAL INSPECTION. FINISHED GRADE --------- - F.G. EXISTING CONTOUR r (1430)----r" 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND F I N I SHF D SURFACE --- --- F.S. STORM DRAIN & CATCH BASIN - 124 HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER � ��3 .____._.�.._�_______ 2: 1 SL OPE DELETERIOUS MATERIAL. 122 GARAGE.. FLOOR - - GF 0000.0 40 0 40 80 120 F I N I SI+F D R. CIOR FF 0000.0 C lJ T-FII.I_ -- -•--��-- -- ---i F-- �-- 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE �- - _ ._ -____ PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM ■ NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE SCA[ E_ 1 WAIF R SFRv I rE -_____-- -----.�_ _ ____._..._._� AIF? Ri::l EASE. VA[-.V['.' � APPROVED BY A REGISTERED SOILS ENG I ICER PRIOR TO PLACEMENT OF FILL MATERIAL. SE wF I� SF RV I Ci_ -- F I HE HYDRANT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION N_ CA F:-S AMOUNT OF DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE E.X T rz A DF F'TI a F 00 T I NG _ - "� -- CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND CONSTRUCTION NOTES & QUANTITY ESTIMATE STREET LIGHT - ------_ E DAMAGE TO ADJACENT PROPERTIES. \ - ( I o.. .�I.Or'I .---.- ___�..�__.__._.._�_ �_._.____... EXTRA DEPTH FOOTING _�_..______ C1-_�--TT.�^7 � �- QUANTITY UNIT \ � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 'i METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 A 74 (PM-10) . Q LOT GRADING ( 11 LOTS x 50 C.Y. ) 550 CY AND 2 \ � PI)40MAP 38 ' 40 � 40 O 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST N CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE GRAD I NG NOTES ( CONT MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH � PLAN 1 LO JOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLAN 2 PLAN 3 = PLAN 4 V 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION Q «I w I � LO TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO TIS TO GROUND COVER, SHALL BE PLANTED WITH APPROVED �� LO TREES, SHRUBS, OR COMB I NAT I; THEREOF. SHRUBS SHALL BE ENGINEER H TICE BONO CONTRA C TORS a BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER w 30' IN VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 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, 12•• MIN. ABOVE PAD ELEV. o PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED .- 18. A REG I STERED CIVIL ENGINEER LICENSED LAND SURVEYOR SHALL DEVICES PER U.P.C. CHAPTER 10.R. To TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR ROUND OFF TOP �p 00 SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION, WHERESTRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE r -- -- - ----- I l r ��'�/� OVERALL �e�� � �� O SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH 25. CONSTRUCTION OF DETENTION BASIN CONCRETE CHANNELTO THESE LINES OR STRUCTURES. P/L 1 1 i A „ NT DIMENSIONS 95 AND PERIMETER 4 MIN. SCALE 1 = 40 w RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COLLET I ON OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION - -- o� PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE cv ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. -- - _ Hirt PofNT FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 0j STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OFTHE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, -w--- - / PAD f] Y -0.2MIN 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, i� A AT NO I T LESS THAN 1/Z PER FOOT FOR A MINIMUM N I MUM OF 3 FEET. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS ,� 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 RESPONSIBLESECTION A A SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER Q-���t cc ,�`�rb r c� CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED THAN 5' IN VERTICAL HEIGHT O� a. ,� ? , 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST APPROVED 'C� �' & O o` �` I ' >7P 15' IYP FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. BASIS OF BEARING; BY THE PREPARER OF THESE "PLANS". BE ovED �.���� �a�� �Goy _..... _ �- NN c, tZP t�-��4 "� 4"�cP��� 5, ,E7tcFP1 B 5, 5, � (EIRCEPI �_ 5, C � THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" va O � �o.as - .J 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT P L J� �` �` Q ��' "` MIN MIN M I N M I ¢ 5' MIN. VAR. / Q �` AND "MATH" (POS I T I ONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5 AS P L _____. ___._�_ Q �° �'� ' �) ) TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION ) 6" MIN 5 MIN. VAR. / 5 MIN. VAR. 6" MIN.-� PQ ,`z Q��' � fl� � SHOWN ON THE MAP FILED I N BOOK 102. PAGES 50 THROUGH fi5 OF RECORDS OF 3' MIN. 1 ' 1 ' 3' MIN. ,� 3- MIN. 2 Q� �Q ,0 oozy �e� I OF -� - OMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE * * � MUDSILL VAR. �Q a� PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" MUDSILL VAR. VAR. MUDSILL - --- 6 MIN. tr to - COUNTY,CALIFORNIA, BEING N 52'49'02.84" E. - ------ �� GII■ERS MOTE: OWNER SOILS_EN�iINEER. LEGAL-_,DESCRIPTION NlaERTI]IGENGINEER THE PRIVATE �' SIGNING THESE PLANS I S - _� PL 12 MIN PER ., , HOMES PETRA GEOTECI-N I CAL A PORTION OF PARCEL 22 - PARCEL „ , - - - - x �... w RESPONS FOR ASSURING THE ACCURACY OF DES I CSI WARDLOIN CIRCLE, SUITE 150 27620 COMMERCE CENTER DR. MAP 27387 12 MIN.. pLAN o ? mckf � 12 MIN. Kw. DIAL TOLL FREEACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SV I TE 103 " - �UA1 800-227-2600 " 2% M IN. �� MIN. 6�_MIN. -� �p,N > '�x a �O z EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-56fi1 �� MIN. 2: 1 MAX. 20� MAX. 2: 1 MAX. .__ _ ___ fi TYP_._ - SIDEWALK-- �"' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 - 4 0 ¢ AT ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING (909) 699-5193 20X MAX. MIN. 20% MAX. - -- cc LEAST 7M DAYS (9N) 699-6197 FAX * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB77 e BEFORE YOU DIG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS . FOR APPROVAL BY THE COUNTY. �. �f DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER 9 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION B B SECTION C - C MEASURED PERPENDICULAR TO THE PROPERTYN_I . ¢ L E .� NOTE: SE AL-COUN rti SE AL-,FNGINFF R TRACT O - ... 0 11101 �- l�" - ----- -- - - COUNTY OF RIVERSIDE PLANNING ■ OENIGN ■ CONSTRUCTION BENCHMARK: T--1-81, ELE.V. 1026, 78 DRAWN QEF/J� C N . 2�C)65 FINAL PHASE IP SHEET NO. �C SHALL. NOT COMMENCE UNTIL AN - .---_ _.._._.__ _ T PORTATION DEPART T aoFEs __ _ _ _ _ _ � _ slot 2 1/2 BRASS DISK IN CONC. CYLINDER 2.4 p �-� �T CONTAINEDWORK WITHIN THESE PLANS � � N� F SIGNED ENCROACHMENT PERMIT AND/OR A _ -- � v � - APPROVED BY D -��� MILES SOUTHEAST ON HIGHWAY 79 FROM _ FL/JG' COUNTY OF RIVERSIDE 1 Ln GRADING PERMIT T HAS BEEN ISSUED,. `` � - , IN -fi� -E ��� ����� I f�� f ■ ■ ■ 27555 YNEZ ROAD, SUITE 400 INTERSECT'0�J 0 F MAIN AND F R 0 N T STREET c -- -- - TtcurLA,cALM=oRNIA 92591-4679 TEMECULA 53.5' SOUTH OF C/L HIGHWAY MAT SCIDULE A The private engineer signing these plans i s --- --- -- ____._�__._�- ___. _ _ - C C3 N s U LTI N[3 009.676-8442 - FAx 909676.7240 - www PeFcorn _..�_ _� -�___ --__ KHAT-ED A. OTHMAN - DATE 43 Na 090 M, 79, EAST OF GT Pp GT 2453 Ml* 3 2' LE ( ), 300' ,cnt.F OF_._?.-_ SHEETS `n r espons i e or assum�ng e accur ac an Exp 3/31/04 -- -- AS SHOWN PRECISE GRADING PLAN ---- - �- --- acceptabi I ity of the design hereon. n the event. ---�------------- ---- ..- _._..._ _._._-.-._.._ R.C.F. N0. 33950 {x � PREPARED MICHAEL A. T AN R.C.E. N0. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO. of discrepancies arising of ter county approval or EXP. DATE: 6- 2 �r - coo NUME3FR _during construction, the private engineer sha I I be - -�-�-- --- ----- r' C y d4�` EXP_ DATE 3 i-04 P.P. 75580 AND P,P. 75581 ON LINE WITH OLD LOTS 111-r11R AND LOTS 122-124 ¢ responsible for determining an acceptable solution - tF --- t5- 100455 P 9 P --- _ _ Q� � ���` FENCE LINE RUNNING N. & S. SET FIBERGLASS ___-_._��..___-...___ � _ 0 A�Af2K BY DATE APPR. DATE: r c GATE FOR: __._.___ -- W O _ ._. _ COUNTY - CL and reviewing the plans for approval by the county, ,-----ENGINEER T-- R E V I 5 I 0 N S .. - MMENDED BY BOYL.E ENGINEERING DATE:__ = / DATE: ZZ �� WITNES_>POST 1' SOUTH OF MONUME-NT. FILE No. COUNTY _ _�_ ___ ___ 16. AJ TC � 1220 29.1 29.7 •2 30.8 1225 TS S - �- TS / 47,63' 55. 00 55.00' - I �r I as o 31 .3 IMMI WI / •- Cn 0 29.5 I _ TS 3 3 I I FL-FP _n r �3 . 31 .3 `1 r �_ i T_ r I 1 .07G ^ .� TS / O 1 .0% 1w. I I �S' 9' 33.78' _ _ I 10 � � � ti ,h 2 S• ;n � � '� ,n .? � I -*,`� /Ot 32.4 �� ti� c 113 r.: ro 29.8 14 29.8 be I �' 'w / TS I / 6� c 112 .� I 3R 7.3' I FG 2L FG o / / '� 0 1 4� I FF=1z3o.3 115 / 111 FF=1229.7 I �' 3p.3 FF=1229.2 I PE=1229.2 PE=1229.8 � 3R '`S • � ZR ,1 I J FG C I PE=1228.7 I G� FF=1230.8 C FF=1228.6 N �p I •3 PE=1230.3 I � 29.8 4. 13 . • / PE=1228. 1 I o© I I �6 I .1 FG 2N I FG 3 00 I r ' I� / 29.7 10 ?8 ao / I 4 I o�3 f'G '� � 1 p 28.2 N FG I �_ a, �� o j I FL.-{.� I GF=1229.8 `CSS' ' �r I 00 G 5 �• \ � c v I GF 1 9' 27.9 I f a' GFS 1228. 1 6 I F GF=1228.7 ! FS w o �, • ! - ��, I �•� N `. �" 0) 27.0 �t 5' r K,;/ I I .\ 28.0 I '?.�jp q�- 116 �\ so FL--GB - FS •� 3 w �`- n ch o ao 0.09' \ �� 9 / ice: I ,� N �' ,�. / "�► 25.57 v` '6' • L 1�) 120 SEINER o �o U �o� `�' �i� �5 . • �� / 6'. 1 rPE 1231 .9EASEMENT ``' rS , � �' 1231 .4 �'\�,� 34.97' I 22 -00 �5 . s a� ,� 31 .3 I 0 •_ - -_.. -- _.___ .. w S U - CSS � z FG I N N S S _ S c•, �,�� / ,� ?> lc �O rn (� J, •� �,/ _ _ 33.6 I • ___ _ __ -8WATER- :b� Ts I moi 'c ti,�� �G 1 �� �\ °U. � / / 2.4X -� - �--- ' I I 4 4.3 5 11 \ _- -r-�-- _ .ox r - 1 .0% 0 I 04 26. 8 r� _ •� N Q C nTC I 20 17 2R 1 p' I S � I I I FF=1233. 1 w PE=1232.6 I I � � 1 25.65 � 5 - _ 5.27 � , .. 34. 15 TC TC - '~�56 t ^ 38.62_ s C 1 p 0. „n w ` 32 1 is QJ CM h1 �\ 6a X-op o ,�� \ -A r, °' 34.88'0tom _ N 3; �� ■� , vt _ 28.0 - "r. .0% 60 �. j - I / °�°. FL-G8 5' n c � 31 .9 1 5 37.7 i .85 � 106 LolI ��, •�� N _ . 1 � cn TS I I ►moi •r 7 - FL-( ,, c,� r� � h r 2 g.8 ;� I y C14 r.� 20 ,, \ z�� �, � �I �� _ , � I 00 1 vC -� �, 36.4 ® � ,�, � �� I � 6 \ � �s ! I o .5 28.4 7 I 1 C)0 �' cn P.j �ti FG I L �n 31 F12-4\ -� I 10 49' a 2 l 28. 1 I 1 R �t I �� 18 w 6 � \ n ,r 5 123 0 0 -,® 20 3R GF-1228. 1 c FL-� 2L '` �` FF=1230.0 ,I ._ a -- 2 N �' 6 PE1229.5 '�` `f 25.89 8.0� 36.5 FF=1237 1 0 I ( O FF=1229.6 c? F �' - ' + 7 �" \ ti• =1 . 1 '- '�) 35.4 FG pE�1 z36 / 0 . -------- sj � � PE 2 2 9 � � :r cD I 11 5 � , `-�' ,Q� 00 030. 1 \ 27. 1 .5 n I °° 1 64 a, .Z 8 3x .6' 1...- 2. 1 Tw N FL--GB a 1 .OX I 3 N. 35 6 F11�f _ 5 ---- - _� - - 35.4 TF TC \ 122 Q, -- ., _, -7 41 . 1 FL w 1 Ur- w 10, 1 R { 1 •� 1 • .--- _ 30 Zp' � 04 FF=1228.6 �� n OD - �► ' r . n, ` o ,�, •� I o •� N CF) 40.4 T"� PE=1228. 1 G' 7 �? ri 29.5 _ - - J N FIG - \o \ N �� 6 rn 39.4 FAL o LO -se 1 .ox 1 .0% N I \ \ •.-- . --� 29.6 \ 27.7 FG_ J _ �. G \ FL-FP Z _ 7 y a 0 28.9 - 1-11 ITS y°�° _ ��1�, rr `� a z f OF pF ,�( b `off 5 � �� 4 appo � �9 - ' G�4�� ye � oto°a�5�r��' 41�., r� N TC / E�"� ti � ,y �ae ppb tW , NLLERT20 0 20 40 60DIO Q z DIAL TOLL FREE GRAPH I C SCALE= Q ` 1-844-227-2600 1-01 NI zN AT LEAST MO DAY'S 37.49 < iO BEFORE YOU DIG Tr •' a UNDERQR�UND SERVICE ALERT OF SOUTHERN CALIFORNIA Q SEAL-COUNTY SF AL-F'Nr:�NEF�' DRAWN TRACT Na. 23CifJ'- FINAL PHASE IP •-X10094 SHEET N0. NOCOUNTY OF RIVERSIDE PLANNING ■ DESION ■ CONSTRUCTION BENCHMARK: T-1---81, ELEV. 10?6.428 ,1LF/JE �_� _� .T__�_.___......_.�___ WOPK CONTAINED WITHIN TH SE PLANS -- --- - - --- -�-- __ _�_ _.___. ___- T PORTATION DEPART T :'o s s�0 2 1/2" BRASS DISK IN CONC. CYL ANDER 2_.4 �S10NED -� � �9, ^w. 4' - EL,JG COUNTY OF RIVERSIDE 2 0 SHAI..L. NOF C(-)MMFNCE_ UNTIL AN _ __ __._ _��-_-______�__�_ - __ __ _ �- l MILES SOU TF�I AST ON HIGHWAY 79 FROM o APPROVED BY 4`���'�F` A I� �,, 27555 YNEZ ROAD, SUITE 400 INTERSECTION O` MAIN AND F-RONT STREET IN CHE�CKFD N Y` F NCROACF�MEN1 E-RMI T AND/ORA _ . _ -_ _ -,� y ■ ■ ■ TEMECULA, CALIFORMA 92591-4679 MAT SCHEDULE A GRADING PERMIT HAS BF EN ISSUED. � �'� [3 Qove�eeoa2 � FAX 9096767240 ■ wwwI�BFCOm TEMECULA, 53.5 SOUTH OF C/I_ HIGHWAY he pr i vat e eng i neer s i gn i rig these I ans 1 s _ C D N S U LTI N 79, 3.2 FAST OF GT POLE (GT 2453), 300' scA�. PRECISE GRADING PLAN ? - c w No. 43090 OF SHEET. � responsible for assuming the accuracy and DATE. WT �� ._.._T __--- �� �-, AS SHOWN r __ _....� � Exp 3/31/Q4 � PREPARED BY: MICHAEL A. TYLM R.C.E. No. �a� EAST OF PRODUCE STAND MIDWAY ©E TWEEN y FILE N0. o acceptability of the design hereon.. In the event _ WITH LD QEINUMBER CL ,r ` EXP. DATE: 3-31 04 P.P.F 75580 AND P.P. 75581 ON LINE Q �•On 11'! - 1•{S AND LOTS 122 - 124 of discrepancies,arising after county approval or __. _ _ __ �' �! V t�- .� 15--100455 during construction, the private engineer shall be �fF' =�= �p� FENCE LINE RUNNING N. & S. SET FIBERGLASS - ------- - res onsible for determining an acceptable solution - _ ____._ DATE FOR: W.O. COUNTY = P g DATE: Z LWiTNESSPOST 1 SOUTH OF MONUMENT. RLDHAWK FILE No. MARK BY DATE APPR. DATE DATE: - .. and reviewing the plans for opprova l by the county ENGINEER _ R E V I S 1 0 N S COUNTY <-, M MENDED �� " __ `