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HomeMy WebLinkAboutTract Map 20735-7 Rough Grading A 1 �f 111 N. • GRADING NOTES, 1" ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL IS LESS . Project THAN 10 2% IF CUT OR FILL IS GREATER THAN 10 DRAINAGE SWALE$ SHALL BE A MINI MUM OF 0.3 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES, 3. MAXIMUM CUT AND FILL SLOPES .1, To Corona To Riverside 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES 4 OVER 5' HIGH. 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO 44 SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A-FINAL 4p COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP, 20 35`�9 40; 0% � t rhe 6" A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENTo � '' o�d WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE ,TI C` ! . �s e�ern aid APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMITo CERTIFICATION 00-P e SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 47 1 Zp I � + 7. PROVIDE BROW DITCH MINIMUM OF 18" DEEP ALONG 'TOP OF SLOPE, 0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT, �` Dc � 41?> 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 20735e- .8 ��► ��6051025 01) DATED �► ��T' E �� oSOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES (PROJECT NOr AUG. 15, 19&5 AND ALL ADDENDA THERETD, TWO SETS OF THE FINAL COMPACTION REPORT SHALL � � �� � s� I � � BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION H r �� r DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE Q �► �, WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENTo DEPARTMENT, 4080 LEMON STREET* ?i � 4 R V RSIDE TELEPHONE 787--6 4 AT AST 4 HOURS N ADVANCE REQUESTING FINISH LOT $ �' � zw ms.Z, I E1 6� LE 2 I � Q � � � Y fir. t� GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED PRIOR DING '+�hw ��rr t PERMIT FINAL INSPECTION FOR EACH LOT, Cl?(C3= ~T.Co ct"S E 119 CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER $ �Z '�o San D,�spo AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM (O �� 7 55 T EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO THE APPROVAL OF FINAL. INSPECTION . 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF0 2a7350-9 WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOPS MATERIAL. Vlaclonai. , � ° 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I$ TO PLACED IT MUST BE C EARED� scale y = DOD. KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUCPORT" PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL6ZO 'o s 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE SSE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING 0 WATER AND DAMAGE TO ADJACENT PROPERTIES, how As I S H E E 2 15., DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS" I6---..--- zQ 16. ALL EXISTING DRAINAGE COUR,5ES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, foe ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE to t� � ` . PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS, 20735- 7 �. - 17. STABILITY' CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND .FIVE TENTH (1,S) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUI DL I NG AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ' 18" A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION � OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 11 +� .y (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. - ITEM No. QUANTITY UNIT _P(0,III` 4Z.4 90 gr?too LEGEoND IL___,/, F.S. FINISHED SURFACE Vo i;;rt*ek0\%/eC> OK APftSLl!5Tu T.C. TOP OF CURB ,µ F.L, FLOW LINE r ON—F,G, FINISHED GROUND E4 Aa u4zTO 6k 06 5� N. E.P. EDGE OF PAVEMENT 8 i S.D.- STORM DRAIN 1 180. PAD ELEV. O LOCAf I ON SHOWN CUT --- 1 LOT NO. RAW QUANTITIES 9001000C.Y" 43Z4o00 Cry t� INSTALU AREA Di?AIN FEE DETAIL 5��: I �TRACT BOUNDARY _ . TRAN51TION LOTS 5,600C,yE,ro00 C•y. APPR X AREA T BE DV REXCAVAT 0 ON A5AU�W eK. 00" Gt� L.,-C WAT6f�Gc � l5y 09"e4it� 6f O O E E OK FUt MM GU OF !990UT PT» � M, o ',�C"• t iC� "� w`C L ALLUVIAL Rf:- MOVAL CUT-FILL TRANSITION LOTS PER SOILS REPORT tell, Ce7r___� FINISHED CONTOUR 5U 8 TOTA L� 973p00C-Y 455,4,,W � -- , �� EIS I NG CONTOUR 5HRINKAGE 391000C.y �IUll.l�rlll l 1.14�I.I�I�I1. - T.I� `T W. TUF OF WAI.L. �w,e......,.:...�._.��.�.....,M.. E,...� "" . �,1 t�,1 ,.� P(`Ik- FtEiK t21` + O t-► 15(4T: GRAND TOTAL5 '5341000G•y 4e>5,400 CY, y. f.f , � lop OF G _ C10 •' CVFL✓ �Aj VJNL� MR e9vJ. r- t EX PORT TO 7RACT No* Z0851 4401000 C,Y, lr-volo ,GQR(WKA0C- APPLIe42 TO 4 Wo =�. • Of AtouuViukAl � 104 1- GY. -00 Or P� 1L ��� r �.. �^ � �.. F� ,} ,.�► � 1' F.V.G 5� . 0VGV-LAYl00VALADA IfOF A- (01J• := l.t = _c-� AVIFLIeP To q)IC01000 GY ot:z ?Au bA �to+ . J BENCH MARK . SHEET COUNTY OF RIVERSIDE B.M. NO" T-29-81 `�lIllimam BASIS OF BEARINGS SOURCE OF TOPOGRAPHY OWNER/DEVELOPER SOILS ENGINEER AND GEOLOGIST lanesCOUNTY OF RIVERSIDE 1BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTIONPRoFESsfoNAL ENVIRONMENTAL ENGINEERS & PLANfyERt; OF FRONT ST. AND RANCHO CALIFORNIA: ROAD 1.8 8 MILES N.E. ON ' THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION NESTE BRUDIN & STONE, INC. KAISER DEVELOPMENT COMPANY LEIGHTON AND ASSOCIATES, INC. p.o. SOX zsso 1401 CIUAIL STREET. NEWPORT SLACK CALIFORNIA 9xa63 RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ENGINEERS - PLANNERS 27405 YNEZ ROAD �4 OSIO20735� 7_lftm8lapRAO AN MARG F R 0 OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD AS 7265 JURUPA AVE. , SUITE C ) 63S 0070Q D ARITA ROAD, IN THE N.W. CORNER O THE INTE SECTI N .. 536 Er FLORIDA AVE. TEMECULA CALIF. 92390 R V RS D CA 9 ' F A F ' R A SHOWN ON A MAP OF TRACT N0. 1218'9 4 RECORDED IN I E I E, LIF. 92504 . 1 E. O A 7 CH INLINK FENCE, ,,21' X 16 AROUND SO" CALIF. GAS HEMET CA '92343 VALVES 40' N. F P P (NO*#) 4' F T CENTERLINE OF RANCHO BOOK 135, PAGES 1 THROUGH 3 OF MAPS, RECORDS OF 714) 676-5641 714 785-0 56o . . � N" O HE t � � 1 I RIVERSIDE COUNTY, CALIFORNIA, BEING N78-07-05W. ,p ROU,CALIFIRNIA ROAD.FIB RGLASS WITNESS POST SET 1 W OF MONUMENT. (714) 658.7116 H GRADING PLAN , DATE: L �.U r ADJ. DATE: 9-182 ELEV. : 1128.410 R. �. E.�7� 3. OF SHT.S0 +F�� f • t 4,0.M 1� .k.. ., .`d•`1 « rr w: s Ai a • .. .. ..:,..,.......,,._ .:...,... ;w...,.t..._.,...,,.,.,..w..'.._... � ...:s':,w.:...........:._w...v...,'r...�:.«,-.r.,,-...«...+.rn,'c:........._....`�M..v...,..T. ,.. ,. Y_, ,. {I. ga !�. FIF .......... ..........%1,I ........ ....................6,00� ...... Iflu I W................... I >f 1-w LL .0010 00or I01..............0,00 r, W/ IL Iooe 4 Ile cq 10_000F le -7 ell*00 A 0- 4 'I-001, Iex /1000, 1/06,tip 2 pow 861 AAL Foo, op 77 4L lot 40p.10e o ' ' WAUl mr,%.0 i 7v A 400,>1000, 207. 0/000, I 00,IV 7R,01;0000, y ac b_m__ --�, t, i Ar avor �0 00 LAI I Zf 0 ISIS$ I;0< 6 O� L ize4JA It '00F 400 01 y VTA(0 00 N, 0 Ir OF ou C> Fv 0 46 `1 0 0 pwpw�w Alp.a- I�wdr 6 6 0100'' k I V.01 V WTO IBM 0 ........IMP II8 4 ...........I07,B) 6 0 "I............ 10".." .. .I,. I*v L .......F........................................................................ Ile,-7) 9 .... .........01 'Ak-10 ?I.Z�_p o4.4 z 11 0 2 ./A T. " 10 ..........000,(76 O) c!169 'Ile ty xe all ;ro.48 4Y Sir c---------- ............ f>Ie0000 L wo SERENA WAY Am mom WOO 7- CONSTRUCTION N 'TES 6 FVE EXI T(D REMO, S OW, TC 8 PROTECT IN .PLACE" .. ............J"PH /A V/4S 7-9 "ON PER -T R Oo p T' RI P",REMOV E.- EXIS I-11......... I4(� ri VA fo m V. I 0.0 I AW I q o.o ................... .... ................... ',I--r ,ow j F...............L J%cj --------ri SHEE' T am, &Socmft Y,At i PROFESSIONAL �ENVIRONMENTAL ENGINEERS PLANNERS CO T Y I SID P-0- IDOX 1401 QUAIL STREET, NEWPORT BEACH, CALIFORNIA 92663 I0/14) ID33-0070,VIEW 5 F) FTRACT N 0 20735 71 8 I Ek . 9 LOC?K I IJ 0 P' #TOP OF Wt�_(�Gco TA066Ur- FOR OAT OUG G AD NG P N R. Co,Es 0 F :,,$,,H T$ :7 o, j %4� ? 7, ........ ;'7, F"i s o/ :7-- 1p ........ to CP oe oo" 000, or V pal It -IMF 17 00 r4:57 > ;7 00 A 1%j 0 V) 4 eel % # '000.4 ry 00, NA</ 06, Illy 4%? I., 1911 11 IV �7M /owl -to)rc 1-0 Coop ow IV 0 %ov 0 AG f cn 7 tAp 0 0%owl v G1rA v F \41 9 20 % v +v07 ry �b 1;7 VAN' --:--g LL-- 00, Or"/40.1 0 If v_N 000 IP iA 00 % > UD- 4 F., 6 17 000 9 ' - I 'INS 3R. Ile- 6) oil y f 10 4 Y,Eu 10 oll 01 -60 EXIST. INPROVENENTS W Ir PE R 7 RA CT 00735 000 CONSTRUCTION NOTES TERRACE DRAIN PER DETAIL ON SHT. 711 2 CONST ':k 4, CONST. DOWN DRAIN PER DETAIL ON SHT4 7* C # PROTECT IN PLACE m7- r L Of A �y Ao% u PC % % S ET HE 91!w1st 4&qmiates qleizl COUNTY 0 F RIV SID P R IPFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS P.O. fi0X 2590 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92063 1714) 833-0070 rs V,U"I"y t"N V, IT DATE: R. C., E. 0%7981 41\ ---------- rho W2 vKa iN�� i. . �' 7.5 E5M'T to peR eu -J ,� PSK Pc.P.0 — — � a uATt1RP.� GtzoUl� 4,-5,- G RaUG�{ Gr=Ac� Alow 0�v,26 UeL7 7. V.p F -57 �i Fl. EI.EV 0. MIN TOE OF I 40AP 49 r 1.0 7' 4. Mie Upf &#q Y\NWN1` C V r 07WACiF 49 / % 'I'IU'M PA17 AS� OMOWW. +F C6#0#r cor&a. (rye.) PAO CGEV.(TYP.) EXC&IST' A5 N07 EO ' ON PLAN �GQ�Pa 7R'66 7' �— G" F02 STfZEUT GIZAPOS -'300b 02 LESS BENCHING DETAILS� ' *r r r�. � FILL SLOPS � = ���MrACT�O�� �. rrrrw...wr.A,,. !!FILL r.r. rr �. t..rrrrrr,.rw•r. *..rr �+ wr�r. �.w.. rrJ.rwwd-0—w...Q-4. rr/�•g'rr..ww • rfwr..rrrrra+t rr.r f�wr *-4rw�' • , r r r r rw. w r r wr r ,.— •... yrs r r r r r .n.--•+• w— r r w i0ftl r.. rft— a— w 0_ w q-._ 4. rw. �+wr_w•dr ,rrr wOWN%. rrft- ml l��Ti� r�•I,. rr •r- r Amt. a- nr w— r r rr� r w w w � ft- or -0001t �:�O�CT�a �LAN� r„_ r w.•rrr_w_w..�.r. r wwy r�rr r r~ I to I rno X o rT1►JT r V� w+ wrrw,.rrrr .F wrr�w,. �• of slope to opproved gravedal-Auto F rd..rr*.. i w.r...r w•�rr REMOVE 71►p1catUNSUITABLE NATURAL---��-��- MATERIALrrwrwr.wr'� GROUND BENCH BEN MIN. NE IGHT r r r w.. r �,..��. w.. r f•. 2' MIN. IS' MIN. KEY kOWEST BENCH DEPTH JKEY,) ...r,. .� COMPACTED,',."" ..: w r ,rr r w r.. r w .•r. FILL—OVER--CUT SLOPE rrrr qt�1`d..w^..,w��4­w 4' TYPICalREMOVE NATURAL A UNSUITABLE- _ _ .� w.�M�w`dAa •� MATERIAL '•'� w : �-� \ BENCH -BENC HEIGHT �. ool -Ir MIN. r r �` E0ftST BENCH CUT •FtFAc� To be t;onslrueled prior to fill plocerneni E UT FACE To be Constructed Prior to Fill Placement CUT--OVER--FILL SLOPE NAIVRAL CROUhtO � r • ova aura c TRIn bAClc �,, �, . x fill R/W (OwI�i �iG ' l�R ir w .O +i� . . . %(� i'�!" 1� PAZ er !�• 1/ REhDVE �UNSUI VASLE 5iF6: PoC A 12' �' AX � ��� �''�.�1 � �� �' � - �� PGA w►T E r~ 1 A� r � � � � � w* «- r 'r PAP 64.eV. �,.�" F 1 N 15 M s UR I~AC E-- • r r PRplECT PLANE 11r' r r tot o1 slope to �'+` r..w.r„,:.` :. �• �YPICAAL r I approved .r. __,.,... .. .,...�,. .. • r � �? � . , ��� �� .��/ /r// °'' y . ..~ � * w. r ,• p VAC "f ILL* Xf X ©f'71 � -ro �op I F.r. ... r. rr.. i► r w. r+ r w /p 111 nIN. , rT KIT LoVtST bINCH -4t DEPTH 1Rtr1 1 A0 NOTES: LOWEST BENCH: Deth and width sUh ect to field change , /o • based on consultants inspection, -=. ♦t i�SUBDRAINAGE: Fuck drains may tie required of the � �R %5 CC 77 0 A/H �"- . � dlscret ion Of the geolechnical consultant, _ CIO1 (9 W f::w r 11% 111111111 TYPICAlow PA 0 Gl' D/A/C7Otta Down drain QV5 80 A7 • �5CC P4AIV OK CQUAL 4 IF p IDQ 98 too _ • f'�ct :. 6 x r - W JA x W 14 DIY W 1U , #maw• �,.•'�/o min , y We 0/0 101.!5 •MAX. . i i '*•�r' FVC. (H. o) . imp HEIGHT AS f?E:Q P, !A '7•Gj .� � ra 4 Terrace drainOF • , . . �� Gown drvlh tinChf�r r' ., • . + , • w 0. LIAJE� 4A)lrI:z0 �, �,.-1 1— T 'Trvn�itioli • N .,� .. 3. OR TYPICA BERA4 r.,4 IL F �. �. � C/?i Anchors o'' FLAq VVVR Down Broin + REAR,,,,.PAD,&.T0R OF'Pltt jj�jj� ... ... (Nor ro SCALE) SECT19N 'C*,Crt :. u`�-•,, 5 7 r L111+: PIA. PEW PL.. A tJ L A; PIZA►IN L_INU CalA• X Co" TEE 4 44,1 kv VA \Amm PLAN :Y 6 IF, ' 1 1 11 5 k,, 10 -O+ E RPET I yam Y y�� •� rr f.;,x�;r M yid, e-- 0MIN. � pr bond d ' 1 � 4 bort � ... 1 � *W �t� O. C/- • . 1v�1 P� y •. '� �� • AA M AAAA , • w • • �' � � • • >. '' "+ +nlot$ ',g'•�'s" is ts zr V VVK i=P�AW .0• :: ; . �• Down tlrvlh anchor* constructed..� .• �•. SECTION 8 o e every 10 in vertical �. end ° gat topolk for of *down draln.006 ` rQ " VWK • r , � � V� V��'"' �r • I + � • a + � r • �,� • � wAr...,... F �../�/ ;i M.../ . 4.,/ � �f.a( � �� ` r , • '�\V,li • r � ra Anchor1ol) ; • J/1[/Q�'' �`� •J/ (jA o .� wr/ O � � � �• �� � •_ / "'r � �' � I '/ '"f x �! • ',� + Y "' fir;.,. � y;_ o 4. CA TO -1 QrA j IL .. � �. . C 91"re� dCfE8 FOR PAVED DRAINAGE DEVICES .• .- lv�t • fel w'. � �►�� �� i. Canareto *011 have o tninnum uitimote CWrwp WWW ett th at P. da • of ?� ,e 1. i4� G� Pvil.� • �Si y D flu e may pneumatically plocod Qnd shell ov�nform to Sactia► jG21 of t" �rlfor� � . building Code. , :aa.:. .:. ,�. • SHEET 9%2. otoinQ iha be G +� W 1.1 x W 1.4 welded wine e►eth (w.w�l.i or opprovtd egvol, �. • •:.'.:r4swlates � �- O "• ~ � � �('I�' * PROFESSIONAL ENVIRONMENTAL \S,, 3 Ground shall be pro • wetted to the wtil�factlon of the wild � `ficipt ofi inner kN tp U" eV6� T r r ems. ENTAL t N G I N E C A S & P L A N N E R'b COUNTY OF ,RIVERS -IDE ' � � �• T���M� �� • 1/ � P.O. Box � o � ,d 00 1401 QUAIL tSTREET. NEWPORT BEACH. CALIFORNIA s2ti6 + plocen�rt ra oor�txstr . Mo�ture loee retardont shall be �nred erhsn re �vlred bi► the . �uild� pf rl�ivl et 1�v . fir • .•' . ; ' 11114) 8 3 3.00 0 W.RACT r 4• or for crelt WC* diwerler (splash! well to b4 +constrotted fAhen I�o+irn i" t ##I. • •* � 4mg f: l�. �-�1 � � �N ern►iMte�a st •. .. • � r bract Broin. Set pion for location and 4019 Is. • •111 ,' t A .. .n:nw.»-..... ,.... ..__-., . .ter...-....... 9 TM' 4 ROUGH GRADING PLAN IZA..t y 1 r. d ^ �.„ n. .. 1 �. � 6. , _� AN Ja ,rr r d i•a '. w 6 g6e d rti 4 i u� jo6 z a t r, -77 71111� .., .., „ • r c. .. u k k d F • e / wiwv.ii..�w n a. w W..w..r.wua:.. ,..:u�dw L..ru... ,krn :' '. ,. ,:•. 'r r ... .1.... 9 » .:.. _ .....r...a......, t..w.�„i.sw, � . � a;:: a.,, wr:,.-.: s � �w: K .e. �,.n �v,..i.a.,w...• d� �re aM ,., �....._.s . �...: � ., W � � d , . .1 "�. .... „'r.w. M w, arar�-w„r..�:.':a,.. .�.,, w,,.. �... ► ...,.-,Y w..:w �..�., s ice__....."... ,, :..,ra;�.,w;:,;..._ ... .. r- ��. w« .tip•_., r. .k..., a. 'w � r.. � _ .� , t• .�...,M �6i........itiiar.....r...a.. .._. .L - :�. -.. -tiM ... �. ...w }. .. ... w.. .'.�,.�y,�� ,y�,.-...:',..��. ': � , �• ': �,,- ',:. :.., y r .., . K ^ rs n �w-rr�✓M +mow �W '.n' 1 ' •' r w dr.-+.raMww-. "r'➢..w. 7R.�.,...�Iw.a:'.w ww ..., n.. .,.. ' _w-'',,...._....... ,.. .r. nh. "Rw+wr..s.-i.i.�. �.7•w.w'-ren diw Fdh.. ,. .'%� s _ A., ,: J,.: ' •'-:* '♦ maw "� � .w w .•s'w.r.'..-.w., -1 L, �.n ,. .N.-r..r•, ,.,_ ra._ �:'h•rr.w .� v�.w.. r-, .a.,.... ..., r .r.�+w�.w.,.�..)!#,�e �..�`J-Y �r•.i,.S.,_; .�u .,,�... r � . r vva .Ma aa- w,dK� ' :x._'�-s'z'wY'•1V I^wa '.�A 1• i '��'�,1 JCi..Z�.�•_:a-.,.�m.s.C^.--w..,.`,f� A .; :. �y, �, R A Upf &#q Y\NWN1` C V r 07WACiF 49 / % 'I'IU'M PA17 AS� OMOWW. +F C6#0#r cor&a. (rye.) PAO CGEV.(TYP.) EXC&IST' A5 N07 EO ' ON PLAN �GQ�Pa 7R'66 7' �— G" F02 STfZEUT GIZAPOS -'300b 02 LESS BENCHING DETAILS� ' *r r r�. � FILL SLOPS � = ���MrACT�O�� �. rrrrw...wr.A,,. !!FILL r.r. rr �. t..rrrrrr,.rw•r. *..rr �+ wr�r. �.w.. rrJ.rwwd-0—w...Q-4. rr/�•g'rr..ww • rfwr..rrrrra+t rr.r f�wr *-4rw�' • , r r r r rw. w r r wr r ,.— •... yrs r r r r r .n.--•+• w— r r w i0ftl r.. rft— a— w 0_ w q-._ 4. rw. �+wr_w•dr ,rrr wOWN%. rrft- ml l��Ti� r�•I,. rr •r- r Amt. a- nr w— r r rr� r w w w � ft- or -0001t �:�O�CT�a �LAN� r„_ r w.•rrr_w_w..�.r. r wwy r�rr r r~ I to I rno X o rT1►JT r V� w+ wrrw,.rrrr .F wrr�w,. �• of slope to opproved gravedal-Auto F rd..rr*.. i w.r...r w•�rr REMOVE 71►p1catUNSUITABLE NATURAL---��-��- MATERIALrrwrwr.wr'� GROUND BENCH BEN MIN. NE IGHT r r r w.. r �,..��. w.. r f•. 2' MIN. IS' MIN. KEY kOWEST BENCH DEPTH JKEY,) ...r,. .� COMPACTED,',."" ..: w r ,rr r w r.. r w .•r. FILL—OVER--CUT SLOPE rrrr qt�1`d..w^..,w��4­w 4' TYPICalREMOVE NATURAL A UNSUITABLE- _ _ .� w.�M�w`dAa •� MATERIAL '•'� w : �-� \ BENCH -BENC HEIGHT �. ool -Ir MIN. r r �` E0ftST BENCH CUT •FtFAc� To be t;onslrueled prior to fill plocerneni E UT FACE To be Constructed Prior to Fill Placement CUT--OVER--FILL SLOPE NAIVRAL CROUhtO � r • ova aura c TRIn bAClc �,, �, . x fill R/W (OwI�i �iG ' l�R ir w .O +i� . . . %(� i'�!" 1� PAZ er !�• 1/ REhDVE �UNSUI VASLE 5iF6: PoC A 12' �' AX � ��� �''�.�1 � �� �' � - �� PGA w►T E r~ 1 A� r � � � � � w* «- r 'r PAP 64.eV. �,.�" F 1 N 15 M s UR I~AC E-- • r r PRplECT PLANE 11r' r r tot o1 slope to �'+` r..w.r„,:.` :. �• �YPICAAL r I approved .r. __,.,... .. .,...�,. .. • r � �? � . , ��� �� .��/ /r// °'' y . ..~ � * w. r ,• p VAC "f ILL* Xf X ©f'71 � -ro �op I F.r. ... r. rr.. i► r w. r+ r w /p 111 nIN. , rT KIT LoVtST bINCH -4t DEPTH 1Rtr1 1 A0 NOTES: LOWEST BENCH: Deth and width sUh ect to field change , /o • based on consultants inspection, -=. ♦t i�SUBDRAINAGE: Fuck drains may tie required of the � �R %5 CC 77 0 A/H �"- . � dlscret ion Of the geolechnical consultant, _ CIO1 (9 W f::w r 11% 111111111 TYPICAlow PA 0 Gl' D/A/C7Otta Down drain QV5 80 A7 • �5CC P4AIV OK CQUAL 4 IF p IDQ 98 too _ • f'�ct :. 6 x r - W JA x W 14 DIY W 1U , #maw• �,.•'�/o min , y We 0/0 101.!5 •MAX. . i i '*•�r' FVC. (H. o) . imp HEIGHT AS f?E:Q P, !A '7•Gj .� � ra 4 Terrace drainOF • , . . �� Gown drvlh tinChf�r r' ., • . + , • w 0. LIAJE� 4A)lrI:z0 �, �,.-1 1— T 'Trvn�itioli • N .,� .. 3. OR TYPICA BERA4 r.,4 IL F �. �. � C/?i Anchors o'' FLAq VVVR Down Broin + REAR,,,,.PAD,&.T0R OF'Pltt jj�jj� ... ... (Nor ro SCALE) SECT19N 'C*,Crt :. u`�-•,, 5 7 r L111+: PIA. PEW PL.. A tJ L A; PIZA►IN L_INU CalA• X Co" TEE 4 44,1 kv VA \Amm PLAN :Y 6 IF, ' 1 1 11 5 k,, 10 -O+ E RPET I yam Y y�� •� rr f.;,x�;r M yid, e-- 0MIN. � pr bond d ' 1 � 4 bort � ... 1 � *W �t� O. C/- • . 1v�1 P� y •. '� �� • AA M AAAA , • w • • �' � � • • >. '' "+ +nlot$ ',g'•�'s" is ts zr V VVK i=P�AW .0• :: ; . �• Down tlrvlh anchor* constructed..� .• �•. SECTION 8 o e every 10 in vertical �. end ° gat topolk for of *down draln.006 ` rQ " VWK • r , � � V� V��'"' �r • I + � • a + � r • �,� • � wAr...,... F �../�/ ;i M.../ . 4.,/ � �f.a( � �� ` r , • '�\V,li • r � ra Anchor1ol) ; • J/1[/Q�'' �`� •J/ (jA o .� wr/ O � � � �• �� � •_ / "'r � �' � I '/ '"f x �! • ',� + Y "' fir;.,. � y;_ o 4. CA TO -1 QrA j IL .. � �. . C 91"re� dCfE8 FOR PAVED DRAINAGE DEVICES .• .- lv�t • fel w'. � �►�� �� i. Canareto *011 have o tninnum uitimote CWrwp WWW ett th at P. da • of ?� ,e 1. i4� G� Pvil.� • �Si y D flu e may pneumatically plocod Qnd shell ov�nform to Sactia► jG21 of t" �rlfor� � . building Code. , :aa.:. .:. ,�. • SHEET 9%2. otoinQ iha be G +� W 1.1 x W 1.4 welded wine e►eth (w.w�l.i or opprovtd egvol, �. • •:.'.:r4swlates � �- O "• ~ � � �('I�' * PROFESSIONAL ENVIRONMENTAL \S,, 3 Ground shall be pro • wetted to the wtil�factlon of the wild � `ficipt ofi inner kN tp U" eV6� T r r ems. ENTAL t N G I N E C A S & P L A N N E R'b COUNTY OF ,RIVERS -IDE ' � � �• T���M� �� • 1/ � P.O. Box � o � ,d 00 1401 QUAIL tSTREET. NEWPORT BEACH. CALIFORNIA s2ti6 + plocen�rt ra oor�txstr . 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