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HomeMy WebLinkAboutLot 25-28, 83-87 Precise Grading .- `f ,.. r .... ,y.,... .' p 'r ' CGRADING NOTESP RD M,, P LECISE 1 . ALL GRADING SHALL CONFORM To THE UNIFORM BUILDING CODE. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 7 -P, 71 LFrxEND ! ' r. t _-_._� _____._...___�_. c 1) ACCF'SS RAMP �- _._.__._�..._..___..__. .____._ 1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% 1N 0 STORM GRAIN F1' IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER LaiLOW POINT. __-___ ._�__.__.___._.. L .P• THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM of 0.2' DEEP AND LOT NUMBER ---- - - - --- --BE CONSTRUCTED A MINIMUM of 2' FROM THE TOP OF CUT OR FILL SLOPES. TOr OF� SLOPE -- T .S. 4 30 INDICATES LOT NUMBF`R 3. MAXIMUM CUT AND FILL SLOPE -- 2: 1 . F1 M __BMW GRADE BRE ___�.. .-.�._......�___.__ G .B. .� w... INDICATES UNIT TYPE �L L_AN;�SCAPE DEVELOPVF.NT-_- �-�- L .D.Z. (I -L EE T GARAGE, R-R I G�tT GARAGE) a 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP RIGHT OF WAY -._--- -T- R/w INDICATES FINISH FLOOR ELEVATION -�---- FE-1173.0 r OF ALL FILL SLOPES OVER 5' HIGH. --- - .-. INDICATES I cA,TEs PAD ELEvAT I��N - �:�1172.5 F�DGE. OF P A�EMF N I ____�..�..�....._.�...�.__ �.O.P. L IL�? H A S E i 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A N I cou Ty 0 RV A 00100-00 WATER BLOW--OFF 01 COMPETENT SOILS ENG I NEER WHO SHALL CERTIFY THAT ALL FILL TOP OF CURB �-� -� THIS LOT REQUIRES A 'RACKYWA TER VALVE HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL PER SECT. 409 OF U.P.C. PER APPROVED c� COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. F'l_ow L I r�E -�-- - �- -- --- F.l_• ©W WATER AND SEWER PLANS. ( SEE INDEX MAPAm lol ) 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE HIGH POINT �-- --- H.P. TRACT BOUNDARY - - BU I LD I NG AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF --- -- - --- F.G. EXISTING CONTOUR -�----(14 3 0 a-~-- " ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR To FINISHED GRADE REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. S r _ _ F.S. STORM DRAIN & CATCH BASIN -� SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. F'INI _Htf) tR A�,C" TEl�ECULA CREEK � 28 7. PROVIDE A BROW DITCH, DESIGNED To HANDLE 100 YR. Q STORM 27 2: � SLOPE GARAGE FLOOR tom' 0000.0 FLOWS, ALONG TOP CUT OF SL OPE. 25 26 CUT-FILL FINISHED Fl_C''C�R ---�- FF 0000.0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS �� a GREATER THAN ONE FOOT. WATER SERVICE ----- ---~------ -------�--�W AIR RELEASE VALVE --- -- P VAA Y SEWER SERVICE S FIRE HYDRANT w -- 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH •A� RECOMMENDAT I ONS OF THE PREL I M I NARY GEOTECHN I CAL I NVEST I GAT I ON q! --_ INDICATES AMOUNT OF __ DR I VEWAY --- -- ---- - ---- BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 TWO SETS OF TISK( ► -- - - �._._.._ FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING EXTRA DEPTH FOOTING N01RTH STREET LIGHT C}------� AND SAFETY DEPARTMENT WHICH SHALL. INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS SLOPE -- -------- � I EXTRA DEPTH FOOTING BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE � � ,� SITE INVESTIGATION REPORT. � �" M � PROJECT , 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY SITE 40P 40 ' DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT �. -- � 40 Fills GRADE AND DRAINAGE INSPECTION, THIS INSPECTION MUST BE APPROVED _. PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PLAN -�....� �N 2 BL.AN 3 � PLAN 4 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT2 � Ln AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL 'I VAC INI`�'�_ M� HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO (D NOT TO SCALE �_ PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH URD I NANCE NO. 457 PRIOR TO THE APPROVAL TOwIMSHIP -&- Sot1TH RANGE -,2- HEST SECTION -?�- SIGNATURE OF FINAL INSPECTION. "" w SIGNATURE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 084 T fMAL SIMATM OVERALL FOOTIK DIMENN91ONS A CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER �� 86 " HAS BEEN CLE , DELETERIOUS MATERIAL. SCALE 1 4 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 40' 4a' 40 40 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM - NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE - aa' APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. PLAN 3 FLAN 4 PLAN 5 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION �N 00 L E OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE IN CONTROL SHOULD PROVIDED To PREVENT PONDING MATER A1� 40 0 40 80 120 Q �" 0 u rn o DAMAGE TO ADJACENT PROPERTIES. • w "7 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED C�i r' r'I I C; SCALE a METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). a P 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST GRADING N . 00 CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVETMCAL 7O�AMENr OVERALL FOOTPRW DIMENSIONS MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED MATH SCALE 1" = 40' c7 ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED . TA CALCULATIONS WITH A FACTOR AT LEAST AND FIVE GROUND COVER. SLOPES OVER 15' IN VERT I CAL HEIGHT, IN ADDITION r ,E'R! T�I T- HT A TOA► 17 S BILITY C LCULA IONS I C OF 0 TO GROUND COVER, SHALL BE PLANTED WITH APPROVED !AW- TREES,TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENG I[EER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, I „ CONSTRUCTION NOTES & QUANTITY ESTIMATE 30 I N VERTICAL HEIGHT. THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQU RED 12 MIN. ABOVE PAD ELEV. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR -" �--- - -....._ � NO. QUANTITY UN I T 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAID SURVEYOR SHALL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE _ ROUND OFF TOP 50p CY 95 SUBMIT CERTIFICATION of BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. P_- .__ _.._ _._._ T LOT GRADING (10 LOTS x 50 C.Y. ) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE HATH GENERALLY ACCEPTED CONSTRUCTION / , If SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 4 MIN. 2S. Ct31`dSTRUCT I ON OF DETENTION BASIN, CONCRETE CHANNEL A� PERIMETER PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE cv ' RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. o WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY _ _�._.. NIM PONT 1 APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE D ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET AND NOT BE !LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, �c�; DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. --` \ ,v �o $ PAD PP, -0.1 MIN � STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. \ �a A 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS Q�a T NOT SS THAN 1 " PER FOOT FOR A MINIMUM N I MUM OF 3 FEET. STREET IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS A LE /2 T TORI WATER POLLUTION I ON P VENT I ON PLAN SWPPP SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE �. a� \p��� 5.� �' v W 26 HES E OLL RE f ) r FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTIO A � � �-.moo ����a��` � � � � � x 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP P F ABLE FOR UNAUTHORIZED FOR REAR YARD SLOPES GREATER �J P9`�� 4> ���` -110 A ; - SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RES t?N518LE OR, OR LI G �4'��, �o J� CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED TFCAN 5' IN VERTICAL HEIGHT ;3 ¢d ' Q� i�,a �0°. - - --` ' �=-- BY THE PREPARER OF THESE "PLANS". QQ 0 ds Q 4�,�� ?5 TTP. 45 t1'P. 22. ALL PROPERTY CARS SHALL BE CLEARLY bEL I GATED IN THE P sw qw���xx`� �r Fxr r 3 t O' BASIS OF BEARING. ¢'� �� ° �y �e4 5. (f1(rrFPI B { C ,� C F'I ELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. p, Qi°��`�o�o � � 0 r� I�t N M i r\ THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS TRAK 5' MIN.VAR. P/L P��� ", MIN_ ��1 WIT1 _ 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 5' MIN. VAR. P/- 5' MIN. VAR. 6" MIN• --- -- ire gfi TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF g MIN. 3 MIN. ?_ 3' MIN. 1 ' 1 ' 3' MIN. - * ►n ---+ MUDS ILL VAR, „ OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE VAR. * * VAR. MUDSILL -- 6> MIN. ' z f c PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52-49'02.84" E. Jill (Jill Lu MUDS I LL �---- ----, _ ENf3INEERS NOTE: OWNER SOILS ENGiINEE�1 LEGAL_OESCRPTV" d . .. �. V7 . .�... J * ui RT THE PRIVATE ENGINEEER S UNG Thies PLANS s .� „ 12MMIN. P . -� : V �; 1�CEM"EX HOMES PETRA GEOTECHNICAL A PORTIa1V OF PARCEL 22 PAF =1. 12 MIN. 1Z MIN. ___ ._.---- TF,._- �, Q �, �r �, Q_ _-._� _ - RESPONS I�E FOR ASSURING THE ACCURACY OF DESIGN 76 0 OMMERCE CENTER DR. MAP 27387 -- ------- P�' O f WARDLOW C i ROLE, SUITE 15U 2 2 C 4.22 To 3' 4.22 TO 3' 4.22X TO 3 le" DIAL TOLL AND ACCEPTABILITY of THE WORK HEREON. I N THE CORONA,CA. 91720 SU I TE 103 " THENCE 2% MIN. f" _MIN. " ---ti_. EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590--5661 THENCE 29G MIN 2: 1 MAX. fi TYP. TF NCE 2� MIN. ----_ _ _...__ - 20% MAX. 2--1- MAX. SIDEWALK--',.DEwALK--� 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 909 699-6193 20% MAX. MIN. 20% MAX. - - ac ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ( , * - OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB "i AT LOW TWO DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699--6197 FAX UIVI.ESS o � BEFORE YOU DIG � � � D I STANCE FROM RIGHT OF WAY TO THE.' GARAGE CORNER QD z FOR APPROVAL BY THE COUNTY. SECTION E �- B SEC�ON C - C MEASURED PE RPEND i CULAR TO THE PROPERTY LINE . UNDERMMD SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-ENGINE'F:R , r �� Di4,k WN TRACT N0. 23065- FINAL PHASE IP -- SH E�.T ���. NOTE: -- COUNTY OF' RIVERSIDE PLANNING ■ DEDIS14 ■ CONNTIRUCTION BENCHMARK: T--1--81, ELEV. 102.6.428 ,1t.F/,JE _ _ < Wnc�� CONTAINED WITHIN THF':SE PLANS � _ ___._ �. Qt s 1p � � ,. ,�.; � 1/2" B,�ASS DISK iN CONC. CYLINOEL_ , :...� ���,r��� � T T PaF�TATiaN DEPART T , Q �-__y�� ,<<F EL/JG ;'OUNTY O RIVERSIDE 1 SHAt._L._ NOT C'OMMENC`E UNTIL L AN ��_._ �__ __ _.. .._ �p i��N �..-� � M11-F-S SO(_,THFAST ON HIGHWAY 79 FRO ___.._ _r._ _EL APPROVED BY ENCROACHMENT PERMIT AND/ORA ` �a� o` �y 27556 YNEZ ROAD SVffE 400 INTERSECTION OF MAIN AND FRONT 5TRFE T IN cr+��C ca ,. ,� C) ENCROAr, � . sa � ■ � � � r SCHEDULE: A ___ - 0 RADTNG PFRMTT HAS BEEN ISSUED. .� _ _ R.; T> -cuLA, c..AL oRr�A 5�1-asp TFME,CUI A 53.5' SOUTH OF Cil.. HIGHWAY .jT � _-�_..__..__� �. __�---�� - i_...._ --�-- ---.I_- _.__�._�_ _ ns i __ _ _ ___.__.__ `" vNo-64540 �-, CONSULTING W0.676.R042 • FAX 9t19 X376 7240 • www RRF c.°�.r T 4 sCn:C__.__. __� ..�.� __ _ 2..._._._ cl-,rE�� 0 r ye vp vat e Eng neer �,i gr i these p I a s __ _� __ _ _- - - _ aT : 1`, , 7y, 3.2' E_,AS 1' OF GT POLE (G 7 >. ). ,Q;? AS HO%VN PRIECISE GRADING PL.AN� OFw�-`_ `� �__ _ ,•' t, r r s b assum n� the a.cu�a" a d k A�_FD A OTt t�AN D ` r, /3c� 07 r i 1eh S e. �n 1 l e for I h � n - � -� FAST '' �`• F N� p Y � E 7� 1- A.�T (fir f-RODIJCE S ANC:) MIDWA F, :"J -_ _..._ -_ _ ___._.____ ______.. ..._�_- _----.- _ ._.._. _____.._ _ _ _ l_._ the R.(�.F. NO. 33�.�Q r 1 ` PREPARED H (: E:l.I�.AE3CTH D. Lr`V�,TED R.L.E. N0. �_I14x4 P.P. r.. b c.. i �a , ;� t` :�c.re�,t a;�; I i ,y of ,e des�gn In the event � � Q.- - �vr.J�►>rr� a` disc orismg after county approval or _ �. _. . .�_ FxP. DATE: 6�-- �\\,' ;:•�Y ►� ,-,,4�.. EXP. MATE. h -..,o u1 � NI.a.��(� Afar) F ,� 7,a.;F;1 ON ryI��F �� � (`I.. 7- tp(�4r:,r� LO''rS 25 - 28 AND LOTS �3 - BY v dur. I ng cor,st r•uc,t 1 or), t ha pr i vat e eng I neer sha I 1 be ,jf' D �1`��' FENCE LJNF FUNN,NG N.. & S. SET LTi BE <<�...A ,.� PATE r. t S1 E C ORN r-s (�r1S !�' far dr,t Cr►nI n 1 r1 an CJCC�)f qt"l @ 5OI ut I On _ _ _ __. _. __ T =:- �� rc A�� t�F,?. W�. P!,. ()�COUNTY P 9 F +V�RK f3Y DA rw AF'PR. GATE ______- ____. _ __ _ _-- DATE: 1M"�NE.�. POSE 1 SOi)T OI^ MON NT, , ,...F N0. A - �a 3 H �JMF ___ Ord reviewing the dans for appy ova! by tI,P, co,int y _. _.._,n NG! jTr�r:_r,�_._..-_-.- R E V I S I -0 N � _ Ct?1;nJ Y P F,IMF NDFO BY BOYI.E FNCINFF-RING DATE: 111- rN '{ IF, *00 (10{I r' GD „r � O 17-y� .•• � 1 1 1 41 0 .o Tw 45.7 36 1 36.8 o ;Owl .o Tw U*1117- S .0 �L?W TF 41 . TW 43.0 1 1 35.7 TW 37 ~• 'c�, 1 o TF I 33.o rw �o� 91.' 39.7 TW r 9 N z3�r •>D IN `` i 35.7 FL I TF to 3 0 1�- .�a -+p 1 0 3 33. a� 1 .0% o 3 f�.3 � cy , 1 �-�- " - ...www.. - . � (D � .a� c, s• 1 �, , � ���c,,,[{y `w �•" r 444 1 •V LR 9. .8 1 N FF=1239.3 . o C bra ��'? SR 1 PE=1238..8 N /25 -7 FF 1235.9 5 123 2 f aF C"-12:�t 8 I�8' FF-1234. 1 _PE 12,35. 4 . PF-1233W6 i fill- M Ilf M 1 �.; 7 35.2 I1 ca 1 �a MIN FG • .3 C► �, lie 1 FS C14 NN, ' 33.3 1 � � ' 10 �1 12 w 1 FS aK 9. 1 c� z .9 r �a 2936 35.1 Fs ..:.. 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LA HMAX F► ..g rn 39 5 .5C ._ --- �"- 1 1240 FL _ GRAF H 1 C SCAI...E t 41 .9 FL 1245 illillilliillilllllllllimiiii wallkAJ DIG %LLtRT12rb0 -� r08. ED J, DIAL TOLL FREE 1255 ok Ok 1-800-227-2600 o wl x CP AT LAT TVMD DA" ���`E0 00\ o��°do`'� z EO=O E YOU DI vel°�` a�° � 1 Q kol LK EAt1ROum SEMr a ALERT OF SOUTHERN CAUFORNIA a e Qt v e a4 ee �r 5 SCAL-Ct:IJNlY S AL---FNCINEER t'`RA1MM U NOM COUNTY OF RIVERSIDE 13ENCHMARK: TRACT NO. 2305-• FILIAL PHA E: 1P - 010094 SHEET NO. ----- -- _ �. w�.�±►Ner�wo ■ QE®i®N ■ coN■-raucTR©� T--1-•-81 ELEV. lU?_6 42.8 WORK CONTAINED WITHIN THEY SE PLANS ------ ��.. _� __ _ _._ T PaRTATICJN DEPAR T ��aF E s��c,�,� � 1/a" ��A;S ��SK IN CONC. CYLANDF R 2.4 DI'SIGNED ~� SHALL-_ NOT C�3MMENCE` UNTIL AN _ �,r - T �'f t-, , V r IS I D E 0COUNTY OF RIVER* 2 0 'v APPROVED PY 4a � �'I� D. � N11. ..w SOI.��F-6EAST ON HI �wAY �� �(�� _ _ F-.NCRQACHk4FNT PERMIT AND/ORA �� �e� �0` 275S6 YNEZ ROAD,9u'1'"E 4m ;r�;.RSF rTjeN CF MAIrJ 4N(1 FRC?NT ` T�?CET IN CNFr'KED wGRADING NG PERMIT HAS 8FEN ISSUED. `" ' � s�` r ■ ■ ■ r�cuLA, CALIFORNIA 97 91-4679 � C'r � � PaIC'�+W�Y JT SC�_E A ___ _._�_.__.._____..___-_. __ _ M ___._._ _. _.w __ _______, _ T , 3 . 1, • '" C C3N S U LT1 N G 90676 8042 FAX 90 676 7940 • wwrw MW c.om 1'hF� t��r ;vote engineer 5 I gr i ny these plans I s ._. _.�. .�.... `° Na 5 5 _ � ;'� � E r - � �� .�DC1 �C'AI EOF 2 SH F, TS < .._�.� 4 40 r �.?' SAST OF G P011_E (C 4.57 _ .�__ resporsible for assuming the accurac and _ _. __ r _ -- DATE. _ _._ __._.�_.-_.___ ____.._._.____-.___.___ __.__..� .�__ AS SHOWN PRECISE CR, IMIG PLAN _-.__.__.__.______.__�_ � a n r hereon. Xp 6� 0/ jq. r '" w r...r- r1�]Mi Vf Pr��^�[)U �I.. I/i VrJ �`�Il��rfA �� Ull� �� _ ..._ ..._ .. .... _.�.. _ �.�__ __ _._.__ ._ X� r ac .ept ab i I I t y o. the de-i gn her eon. n the even _ _.. ..�. _ - __ �` � PRrPARf=D BY. Et_17A TH D. JLOV,,��D _.54C._ _ _... ��. _ _ � __.. _-. __. _ F]1. __ a�. 8E RCF N0 �C4 � � 'CSR � of discrepar►cies ar isinc after count ap rovai or ...._._,._ .________,_ _. _ _ __ �,� \ C1 1� �� / EXP_ DA 1- 6 ,0(:, 7 r'.P. 75580 At,r) P.P. `_'",J' (r E AP-r 1 ► ;", I �' P �Y � / ��/' _0. t r� :?V LINE I C 4 � •.� L �� �� AND �..,C�T� �� � dur inq con truct ion, the pr ivate ergineer sha4 I be ��'f - _. ��.� Q �;� r.,.±, ± ,� r -1r>�tiF E `.� - �� c `10E !1N17 R•,JNJN Nr3 N, S. SET IR_t� ..•l A .ti r espon^i b I e for deter m i r;i nc� an acrept c:b I e Solution, - _.____.__.� _ __ - __. _ _ �_ ._. ._ _.__._ •fin C � � FoR: .� .. W. C±���NTY MARK. C?Y DATE APP DAT1r � _ � � t'�7 S� r,�¢ p��`t�; and rPv I ew r nq the plans f rr appr ava 1 by the county F? E V i _ ..: _ .__._ � DATE. _ .__ ,.___ -- - ____.w.�_, 1)A' . o , u _ yr l L) !(.�. N�_. S I N S ENDED a.�i ��E.:,�; 5T 1 H MC3�it I r ENG r N >~a c 7� r Y S,