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HomeMy WebLinkAbout886 8 Nadi NotesRough Grading Plans 1 ALL W SHALL BE DONE N ACCORDANCE H CITY 26 APPROV PROTECTIVEMEASURESAND ARY OF LAKE ELSINORE ORDINANCES N0. M01 AND 882 AND DRAINAGE PROVISIONS MUST BE USED TO PROTECT a Description SCALE: 1-1500't APPLICABLE STANDARDS AND SPECIFICATIONS AND LATEST ADJOINING PROPERTIES DURING THE GRADING PROJECT For Tra c t 33486 BEING A SUBDIVISION OF A PORTION OF LOT 18, LNE90E 0R. EDITION OF THE U.B.C., APPENDIX CHAPTER 33. 27 APPROVED EROSION PREVENTATIVE DEVICES SHALL BE BLOCK '8' OF RANCHO LA LAGUNA SUBDIVISION, AS 2 A PERMIT SHALL OBTAINED FROM THE NGINEE ING PROVIDED AND MAINTAINED DURING THE RAINY SEASON SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377, OF DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY AND SHALL BE IN PLACE AT THE END OF EACH DAY'S MAPS, SAN DIEGO COUNTY RECORDS AND A SUBDIVISION Protect Site OPERATION WORK In the Cit of Lake Elsinore OF PARCEL MAP 10708, AS SHOWN ON FILE IN BOOK 70, J 3 THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL 28 JALL WORK SHALL CONFORM To THE CITY AND STATE cuCC UTILITY COMPANIES AND U.S.A. ALERT CONSTRUCTIONS SAFETY ORDERS SHEET Z SHEET 3 WALNUT l(1 AGE 94 OF PARCEL MAPS, RIVERSIDE COUNTY, IN HE 1� 1 (1-800-227-2600) 48 HOURS PRIOR TO GRADING 29 THE OCATIONS AND PROTECTION FOR ALL UTILITIES S CITY OF LAKE CALIFORNIA.FORNIARE, COUNTY OF RIVERSIDE, 4 HE CONTRACTOR SHALL NOTIFY HE CITY ENGINEERING THE RESPONSIBILITY OF THE PERMITTEE ,1 1 V STATE OF CALIFORNIA _ P DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF 30 AN APPROVED SET OF GRADING PLANS SHALL BE ON HE TRACT 1Y0. 18211 /TRACT Nd 18196� / TRACT NCI. 10041 (' N4 ZIEGLINOE OR y JOY ST BEGINNING GRADING OPERATIONS JOB SITE AT ALL TIMES M8 130/47 M8 137/97-98HER �\ MB 16A/87r88 ' '� 11 I I' � �� 5 DUST SHALL BE CONTROLLED BY WATERING OR OTHER 31 SANITARY FACILITIES SHALL BE MAINTAINED ON THE 12 / \ ■ I I METHODS APPROVED BY THE CITY ENGINEER SITE FROM BEGINNING TO COMPLETION OF GRADING 9 : 10 \ 11 \ j/ 22 21 \ 20 34 / 3`3 1 32 31 30 29 28 27 I.� � PM 61/4 I I � GA � 74 6 ICUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL OPERATION 7 ^` -- t" iap TO 1 VERTICAL, UNLESS OTHERWISE.APPROVED, AND 32 ALL SLOPES SHALL PL ED AND RRIGA ION 60' I 84, Y!� SHALL BE SHOWN ON THE PLAN FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN 24 7 8 15i 16 � '. � Ol LINCOLN ST 7 L ALL THAN ON AL EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS — — + — -� — TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL 13E AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN II 18 19 20 21 22 23 24 1 }42 SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90 ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE 26 6 9 ;I, I 26 38 40 41 ,I r aph %RELATIVE COMPACTION OUT TO THE FINISHED SURFACE APPROVAL OF FINAL INSPECTION / 14 �� 8 FILLS SHALL BE COPACTI HROUGHOUT 0 A MINIMUM 33 ANY CONTRACTOR PERFORMING WORK ON HIS PROJECT I �� !I 17 AERIAL t FIELD TOPOGRAPHY BY DENNISEJA�A��IN�CEJ COMPACTION OF 90%RELATIVE TO THE MAXIMUM DRY SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE x I �� I DATED: NOV. 2004 10 DENSITY AS DETERMINED BY THE MODIFIED FIVE LAYER SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 26 5 _ 127 39 1 AS PER THE ASTM STANDARD D1557-70 TEST METHOD FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM 13 I, \ 6T �� I C O a NTS 9 FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE / 111 1 1 28 34 �� DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING SHOWN ON THESE PLANS INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR 34 ITHE DESIGN ENGI 1 NEER SHALL PROVIDE A MINIMUM OF ONE 27 4 1 i TO THE PLACING OF FILL ABLUE TOP PPROVAL PER FINISHED PAD, PRIOR TO ROUGH GRADE / \ \ / 1'� 77 76 75 74 73 72 71 70 N� \ , \y A �� I 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO—FILL 78 : 29 I i SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 35 APPROXIMATE DATE OF: 12 ,� \ � N I APPROVED BY THE SOILS ENGINEER 28 I •; \\ r ---1 11 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL BEGINNING OPERATION: OCTOBER 13, 2006 I, / I I I EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR 36 COMPLETION: OTHER 1,IELE MATERIAL WITH A \ ' \ �0.. / $O ■ 32 44 LOT 43 9¢� -----� 5 �12I ,1 5' S r----- A MINIMUM OF 3', THEN 1% (MINIMUM) TO FLOWLINE OF \ Iu� 31 --I EARTH SWALE MAXIMUM DIMENSION GREATER THAN 3' WILL BE PLACED \ 2 62 63 64 65 66 ■ 67 68 69 9 3O .� 5O''.44 I MIN. BUILDING MIN INl 12 MINIMUM BUILDING AD AND DRAINAGE SW SLOPE IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH \ \ 6 1 �� I FWTPRINTSHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10', GRADES, UNLESS THE LOCATIONS, MATERIALS, AND J' 1 45 AND 2% IF CUT OR FILL IS GREATER THAN 10'. DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE 9q II I I DRAINAGE SWALES SHALL BE A MINIMIUM OF 0.5' DEEP SOILS ENGINEER gy�'j� -- so AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF 37 THE ENGINEER MUST SET GRADE STAKES OR ALL B yO -MVE / I.d. I K CUT OR FILL SLOPES DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE r��. ./� CD APPROVAL 9- - -----J L- ---J L----- 13 PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT 38 GRADING PLANS WILL NOT BE APPROVED T L ALL �.�'� / \ LOT 81 2 7 q m ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH ,T" Z - 14 PROVIDE A OW DI C}I, SIGNED TO HANDLE 100 YEAR RETAINING WALLS ARE APPROVED BY THE BUILDING \ 1 4 ■ 8 46 NEW SONG CALVARY CHAPEL q`ter', s DEPARTMENT STORM FLOWS ALONG TOP OF CUT SLOPES / 47 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER 39 THIS SITE HAS OBTAINED A NATIONAL POLLUTANT 3O I 82 � 3 2 5 6 57 56 55 54 53 52 51 50 4191 48 �� I COURSE SHALL BE PERMITTED DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT TO 1 83 \ Q58 ', \ �f1 1 16 A SOILS ENGINEER SHALL BE RETAINED BY REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER yam\ 1IL I w DEVELOPER. TO SUPERVISE GRADING AND PROVIDE A DISCHARGES. —sue— — — — — ` —1— — — ,- — — — — — — — — — — — — — — _ U O N.T.S. FINAL SOILS REPORT WHICH INCLUDES FOUNDATION — — — — — — — — — — —�"�' — — — — — — — — �— — — — — — — — — �Q M: 37TSITE I REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE NPDES PERMIT r M. LAKESHOE OR. API1: 379-210-001 PARCEL MAP No. 9467 I o 0 CHARACTERISTICS OF THE SOIL - 1 NUMBER: 8 33C343173 DATE PERMIT ISSUED: a/z1/zoos �� 15 14 - 13 12 11 10 9 8 ■ 7 6 - 5 4 3 - 2 - 1 PM 41/38 MYYL BDUI� x W 17 GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ' � � M11mL• Q,•1 N o ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS II PARCEL MAP NO• 13;E12 ■ PARE I 'v1 �' • S ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF LEGEND ABBREVIATIONS II j PM 126Y73,74 >+ ALNUT OR BUILDING PERMITS I r� QPAPoCV 18 ILS NGINEER NVESTIGA ION A ED A-A A-A=SECTION LETTER BVC BEGIN VERTICAL CURVE SHEET 2 SHEET 3 9, 2004, PREPARED BY LEIGHTON AND ASSOCIATES, 9 ROM=SHEET DETAIL IS ON WALK nt Note Earthwork 1 IeS Elf \ INC. SHALL BE CONSIDERED PART OF THIS GRADING PLAN CB BACK OFCATCH BACKA WALK SIN 100 0 fOl 200 300 I 9 A REGISTERED CIVIL ENGINEER OR LICENSED LAND REFER TO SHEETS 2 AND 3 FOR ALL EASEMENT NOTES CUT FILL SURVEYOR SHALL SUBMIT CERTIFICATIN OF BUILDING PAD (�-A A-A=SECTION LETTER EG EXISTING GROUD SITE AREA=21.88 AC; 953,191SF r Ican ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REWIRED. _ �E PAST -=DETAIL ON THIS SHEET GRAPHIC SCALE RAW VOLUME(IN CY) 61.200 20,600 COMMNN LEIGH-LAID:CHIVAL, LLC THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) EVC END VERTICAL CURVE all Notice SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO BOUNDARY LINE FF FINISH FLOOR SUBSIDENCE(0.25')(IN CY) t8,800> 32823 HIGHWAY 79 SOUTH I ALL WALLS SHOWN AND NOT SHOWN ARE PER SEPARATE W O Ice ) ADJACENT GROUND SURFACE IS REWIRED, THE ACTUAL OVEREXGVATION(5')(IN CY) 176,5(O 176,SIX) TEAELTAA,G 92592 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN CENTERLINE FG FINISH GRADE PERMIT AND ARE SHOWN FOR REFERENCE ONLY. THE QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR 20 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED CLUB AND GUTTER FL FLOW LINE BONDING PURPOSES ONLY. THE GRADING CONTRACTOR SHRINKAGE(151)(IN CY) FAX: (9951)51) 296-5071 29,600 (951) ' IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ----GBB---- GRADE BREAK FS FINISH SURFACE o►ce Index Map SHALL BE RESPONSIBLE FOR VERIFICATION PRIOR TO TOTAL(IN CY) 228,900 226.70096 CONSTRUCTION/ GRADING THE START AND ACCOUNT FOR DISTRIBUTING ANY EXCESS SAWOJT LIME MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING EXPORT: 2,200CY 21 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST (E GARAGE FINISH FLOOR BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR 1�=100� Ineer 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE EDGE OF PAVEMENT SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, SITE TO DESIGN GRADE. RENCIVIL BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND RETAINING WALL f- HEIGHT OF RETAINING QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, 41593 WINCHESTER ROAD, SUITE 120 FILL SLOPES OVER 30' IN VERTICAL HEIGHT EXISTING WALL HP HIGH POINT AND SHALL REPORT ALL DISCREPANCIES TO THE Its 1 r C. i ate Soils ; e i;Ca a TEMECULA, CA 92590 I 22 A FINAL COMPACTION REPORT WILL BE REWIRED OR ALL BLOCK WN1/MASORY W� INN INVERT ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1 ALL GRAD SHALL BE DONE UNDER THE OBSERVA ON OF 4 THESE GR ING PLANS HAVE BEEN REV EWE BY THE (951)296-1292 1 FILLS GREATER THAN ONE FOOT RETAINING WALL W/MASONRY ITC IMAGINARY TOP OF OHO A QUALIFIED CIVIL ENGINEER OR GEOTECHNICAL UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH -- 23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH F LL IS WALL ON TOP ENGINEER AND, IF REWIRED, BOTH A CIVIL ENGINEER THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED I le8 LP LOW PIINT TO BE PLACED, IT MUST BE(SEARED, KEYED, AND 6'HIGH■R0119iT IRON FENCE Na I r fe ractOf' AND GEOTECIWICAL ENGINEER AND AN ENGINEERING IN THE REFERENCE GEOTECHNICAL REPORT(S) PREPARED ELECIRTR Tp pE; vExlm� BENCHED INTO FIRM NATURAL SOIL FOR FILL SUPPORT. WC MIDDLE VERTICAL ORVE 1 THE EXISTE CE AND LOCATION OF ANY UNDERGROUND GEOLOGIST. ALL GRADING MUST BE PERFORMED IN FOR THIS PROJECT. r �— 6'HIGH WOOD FENCE SOUIIfAI GLIFORIU ml�l 150 S. JUANITA ST. I PREPARATION SHALL BE APPROVED BY A REGISTERED NO NATURAL IJOIN) UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON ACCORDANCE WITH APPLICABLE CITY OR C(XNTY DIRECTION OF FLOW 51NG4 26100 MENIFEE ROAD HEMET, CA 92543 SOILS ENGINEER PRIOR TO PLACEMENT OF FILL PAD PAD ELEVATION THESE PLANS ARE OBTAINED BY A SEARCH OF THE ORDINANCE AND THE RECOMMENDATIONS AND ti7 MENIFEE, CA 92543 (951) 929-9464 MATERIAL. SLOPES GREATER THAN 5:1 ARE REWIRED TO —wn— EXISTING 6ROM CONTOUR PI POINT OF INTERSECT[ AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE SPECIFICATIONS SET FORTH IN THE SOILS REPORT OR e < I BY KEYED AND BENCHED _ THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON y (951)674-3146 DRAINAGE SWALE TB TOP OF AC EIQMI GEOLOGICAL/"PRELIMINARY GE INVESTIGATION REPORT -a x GAS COMPANY SUER,NiM&FOE 24 IN THE SOIL FOLLOWING STAGES: INSPECTHE CONSTRUCTION 8 EXISTING SEER TC TOP O-CURB THESE PLANS. THE CONTRACTOR I$REWIRED TO TAKE ENTITLED "PRELTMINARY GEOTHECNICAL INVESTIGATION NO.67160 `j gMglnW. LlX,pNI AVE. E� {� DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 25-ACRE SITE ADJACENT TO THE NORTH SIDE OF MACHADO Exp.9/30/01 31315 C�HANEY'ST. A. UPON COMPLETION OF CLEARING AND DURING W EXISTING WATER TO TOP OF DRAIN LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR REDLANDS, CA 92374 of STREET AND HEREON STREET, CITY OF LAKE ELSINORE, CIVIL LAKE ELSINORE, CA 92530 EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL, IF TOP OF FOOTING FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY951) 335-7828 -- TOP of SLOPE RIVERSIDE COUNTY, CALIFORNIA",CALIFCRNIA" AND ALL SUBSEQUENT (951) 674-3146 COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURE t1 g-�RATIO TOP ff W� FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES GEOTECHNICAL UPDATE REPORTS SUBMITTED BY LEIGHTON GIBE AT&T BROAOBND TOE OF SLOPE SHOWN OR NOT SHOWN ON THIS DRAWING. AND ASSOCIATES INC. (011•/ei. 556 BIRCH STREET B. DURING ALL ROUGH GRADING AND OPERATIONS TOR TOP OF WALL RETAINING p CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND LAKE ELSINORE, CA 92530 INCLUDING PRE-COMPACTION, BENCHING AND FILLING COMIC_ PROPOSED ELEVATION ARASAN�TR6`AFAYARAl�i2-�-8TT6�ATE Mi MAN HOLE COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 2 AT THE COMPLETION OF HE GRADING OPERATIONS OR (BBB) 255-5789 " '00.00 TC EXISTING ELEVATION C. DIEING INSTALLATION OF BUTTRESS AND CANYON JS ,AUCTION STRUCTURE DURING THIN COURSE OF CONSTRIX:TI(N OF THIS PROJECT, THE EARTHWORK SHOWN ON THIS PLAN, AN AS C.OPERATIONSOURE W IOO.WITC FUME ELEVATION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT SOILS REPORT, OR IF REWIRED, AN AS-GRADED SOILS '( F. SUBDRAINS AND FILTER MATERIAL PCC TRAM CONCRETE CBM D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE 0_9z PROPOSED GRADE AC ASPHALTIC CONCRETE THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT AND GEOLOGICAL REPORT WILL BE PREPARED IN F' = x 0.9%) BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ACCORDANCE WITH THE RIVERSIDE COUNTY GUIDELINES � NO.1921 � ENCOUNTERED DURING CONSTRUCTION EXISTING GRACE SHEET NO DESCRIPTION STA STATION CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THIS AND SUBMITTED TO C(RMANLIEGH COMMUNITIES. CERTIFlED 1 TITLE BEREFT 25 EROSION CONTROL: ALL GRADED SLOPES SHALL �1W'� PROPOSED STORM DRAIN ( ) EXISTING ITEM CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ENGINEERING PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR EXISTING STORM DRAIN ANY AND ALL LIABILITY, REAL OR ALLEGED, IN IF THE GEOTECHNICAL CONSULTANT OF RECORD IS GEOLOGIST 2 ROUGH GRADING PLAN VIEW I ) FUTURE ITEM CHANGED FOR THE PROJECT, THE WORK SHALL BE STOPPED 3 ROUGH GRADING PLAN VIEW ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN i CONNECTION WITH THE PERFORMANCE OF WORK ON THIS EXISTING MANHOLE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, (PP)EXISTING P(IMEIPOLE UNTIL THE REPLACEMENT HAS AGREED IN WRITING AND �J / 4 CROSS SECTION$t DETAILS PROPOSED BE PLANTED WITH APPROVED TREES, SHRUBS, OR g PROPOS CATCH BASIN SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ACCEPT THE RESPONSIBILITY WITHIN THE AREA OF THEIR �/ // Z 5 CROSS SECT DNS t DETAILS ' COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT EXISTING CATCH COMPETENCE FOR APPROVAL UPON COMPLETION TCH BASIN UNAUTHORIZED CHANGES t USES: THE ENGINEER HA, 10' ON CENTERS; TREES, 20' ON CENTER; PROPOSED FIRE HYDRANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OF WORK. IT SHALL BE THE DUTY OF THE COMMITTEE TO COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3' IN OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF NOTIFY THE CIVIL ENGINEER AND THE GEOLOGY SECTION VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION n° EXISTING FIRE HYDRANT THESE PLANS. ALL CHANCES TO THE PLANS MUST BE IN OF THE PLANNING AND DEVELOPMENT REVIEW DEPARTMENT COMPANY NAME. LEIGHTON AND ASSOCIATES INC. ITEM TO BE DEMOLISHED IN WRITING OF SUCH CHANGE PRIOR TO THE SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER WRITING AND MUST BE APPROVED BY THE PREPARER OF PHONE NUMBER 951.296.0530 U.P.C. CUT/FILL DAYLIGHT THESE RECOMMENCEMENT OF GRADING. GEDTEONICAL REPORT NUAEE2 111401-002, DATED NOVEM3ER 9, 2004 GRADING PERMIT N0. --- ' /J'6 A V I ( 6 U 6 WD I D NO. 8 33C343173 UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED MINDER THE CITY OF LAKE ELSINORE SHEET , FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS RAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 'H9 SUIPERVISICN OF: Grading PlansMN h SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE COWITIONS OF DEVELOPMENT AND/OR CITY AND RoW ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36"55'05" AS SHOWN PER STATE LAWS,AND A PERMIT CAN BE ISSUED. IN THE COUNTY OF RIVERSIDE, CALIFORNIA TO HOUSE /15810 GRAND AVE, 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP OF 5 SHTS CALL: TOLL FREE CORNER OF ABOVE HOUSE: 2't N OF 5' HIGH CHAIN LING BOOK 29, PAGE 92. NO.C55955 IwNcivir ''3'4w8p 1-800-227-26M FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; ./ Ev.12/31/O6 Tract M.7A.7�Y'06 �'E►-Q ....� /t o7 �t a 1L e+T+N�u+C wcvMYwC MArmIlAw�wc TITLE SHEET FILE NO. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 6 L;I II MARK REVISIONS APPR DATE Call R.C.E. CS 55 2 31 O6 41593 WINCESTER ROAD, SUITE 120 TEEO-LA CA, 92590 R.C.E. 56915 EXP:6 30 08 DESIGNED BY DRAWN BY CHECKED BY DATE PfgfE: 951.296.1292 FAX 951.296.1164 @5 tl i i , / y� 7 iAC7 NO, 2004f1 - ;iA, '7 )y0, Jf3y 11 RETAINING MALL I _ _ 7ri>�C7 1y0, 1fi 10 - }hErAINInG WALL fi �i 3 130/%7PARATE - �. iJ% �� 17/fa7�� , g ��,� 1PER SEPARATE \ 1 7 IT -�- 10 $ 12 1 22- Jlit; 21 /\ 20 TW 53 7 �I'' 1f / 3- - 32 ^y1 0 3 54.2 .6 50.7 - -- -=�-x +�/I -i .0 - 4 � 41.0 Y 40.6 i, NG NG MG ?14G TRACT BOUPDARY TF�.i 1 iHG NG NG y4G«< NG NORTH ARROW I 8 60' - 2FGr..o -59.77 158.s1 'Y 1• - 1 1, 1s6.1z so.00 ,60.0 60.Q0 so.00 6P11> ,,y5/1�✓ST{T FG NG=51.2 / D 911- TM=57.10 / ,, 4.91 FG .5 _ -15. I FG-42.5 TF�W.• �� O G=41.0 J G-�0. ■ it 1 IF�7.12 g 9.78 0 T g _ TF�1.,77 c I a6 IF=53.12 0 �{ 1 ;44 FG=46.o /TF=41.10 c iF=Ja.77 C .10 J ...Tf=49.78TPAD - 1_ \ - ' 1 MA�(!RY WALL f PAD EL- a1 " �a TF�2.44"' F F CPAD EL= ,\O' ' ::."° PAD E1= Ox" 1r-- �, CTF ABATE PERMIT x 1 i B v F O 40 -46 :: �•'C�� " G 106.16' a� I� .302' F ��;-� \ F C �� C 1� 1 � 39' �c G 119.24' 0 .. M h ( C L=16.42' G '.� q m 1(u'69• " G ST -4.. PAD EL= PAD EL= '? PAD EL= / ( T .' C \ � " N { 'f', + m I \ A5 - 1 C C 1 1.7 ,\ 1 1. n 1 2ar711j MASO Y WALL PER \ 1 ,Y \ 0` (, I CIF - g -\ \ EXIST CHAIN LINK FENCE) I Q ^■ SCALE SEPARATE PERMIT 0 PAD EL= -+\ tl\ s a / O to N :.� 0 BE REMOVED 0 40 80 C \ T 1 - 1. Ci F FCC � � � .0 r. a ?II � �•µ& 1 ��_ �3.9�°r '. ♦� Ig 'Ao FL- n � <',1 � T ..\ 1 \ PAD EL= \ $, ~ v § _ (te n ® o,0 \ o '® ` 7 6 G 131.21' '�- (IXIST CHAIN LINK FENCE) .�♦ N �' I SIC T L= �$ T ro HE RaIOVED G 11z.sz' ;L 1 �� ��zv e�' <o �� �s�1 L Z-T 1- 4.4 so.00' so.00' so.00' so. Easement Notes /� I, L=12.�3 ml F,iC F �+j rn 1 1\. A / 43 .� r '-� '3`:d - '�-�- ° :t*•-�'. ""• �j AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND `� �-1. ���A/ \ G 40.96 - u RACHEL W. HAMMEL, HUSBAND AND WIFE, FOR THE IF=57.12 \ ' - -f.✓1 � P 7 FI C 0- 47.0 �, *7... ~-1':Cfi, "`"17 C-rI Y N 19 � PURPOSE OF A PRIVATE ROAD UNDER CONTROL OF P/�D EL- 1 > 1 /O6 ® \ �' 434 * D� _1 _ COURTNEY LANE (� - ■ -... OWNERS AND INCIDENTAL PURPOSES, IN INSTRUMENT 7 �., ''1 1 .4 T $�52• 10 q PAD f1= FG i� �. \ 4p,g6 I ${T( 18\ i•� 1 1 o I qJ RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF // al h6 2.1 y G 145.45' a DEEDS. (ITEM 3) } a ,,, 1 FGi > ,T _ t,,�, \Y ,Fj 1�+ •� .-.� .:, .. ., ,,: .,�• O AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND S rtNELLIE A. T \ ,'c "{i Y\, ^ '^l G j - y� 4 ``*:. r` SS'\'\ '` - 7 'a`24.29 60.00 '.60.00 60.00 60.00'1• �/J PURPOSE OF BLOODGOOD, P PE LIINES OR DITCHES OFOR IRRIGATION - \ PURPOSES AND INCIDENTAL PURPOSES IN INSTRUMENT RECORDED MARCH 29, 1918 IN BOOK 479 PAGE 43 OF ��n DEEDS. (ITEM 4) (NORTHERLY LINE OF SOUTHWESTERLY l PAD = 'r1, I .\PTO BE CHAIN L'IN1C. ENCE, _ 1 15' EASEMENT 1 •� ',o \A2• A >:'' 1 \ I � �' ■ Q AN EASEMENT IN FAVOR OF GENERAL TELEPHONE j 1 2• _ -\ •C� I I 6 I ^\- ■ �I COMPANY OF CALIFORNIA, A CORPORATION, FOR THE G a. T yo r N S ® S I S C PURPOSE OF PUBLIC UTILITIES, AND INCIDENTAL �I ,1 11• LC < \ } / 4 ��1• - o e N ,J _ � --' PURPOSES, IN INSTRUMENT NO. 8(485, RECORDED JULY t '- �' q < / \ \ ® o PAD EL- o PAD EL- o PAD EL n I PAD .8 N PAD EL= N Ci F t o G F / \ PAD 1� 1 I11342.311 1 I 1 8 1340.1 V 2, 1973 OF OFFICIAL RECORDS. ITEM 5 53.6 j \ %a� `` PAD EL= �,/,yy1/ ? �/ ''"eN` '9J \?O 1 1 1 (EXIST BUILDING) - ' s - O SAID LAND LIES WITHIN THE CITY OF LAKE ELSINORE �\ OJ I FG 1 ` '� `%. \E x 1 ,��. / ry3 I --PTO BE ISFED-� QS REDEVELOPMENT PROJECT AREA, RECORDED JULY 20, / 1, <w \ / A.k •0 �• I y 1983 AS INSTRUMENT NO. 1983-145706 OF OFFICIAL kAD EL- 9p \ 1$ �.,. �• ru 9$��`\\`', t.: \` /'�., - _�'-` PAD EL= 1 _ I w SG w\e6 I�Q /�'�6� - RECORDS. (ITEM ,/8) -1\ , c9 / V O AN EASEMENT IN FAVOR OF PURPOSE D. HAMMEL AND ' ,` "' �\ y0• \ $' 1.62' 24.29 60.D0' 80.00'' -� 5 RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD i• 1 TF=56.45i-513 �2. \<y\, o \�' S x�i� \ 2fi _ - 4�' \. ■ PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY ,, It \28' \YT\ �1 t 56 ". .+ 45 U - - O 46 7 \, 66 ' O fj 6 A •' / \F6_ - - �I' G .. 1- � Cd'. w�• 'qG I � 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) N 1° ©AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND ,�w �� \ - {�-'& PAD EL= �- ♦'3 j Fg (EXIS BUILDING) NELLIE A. BLOODGOOD, FOR THE PURPOSE OF PIPE LINES t'. � . _ 'y, 'giy. TO BE DEMOLISHED I ' OR DITCHES FOR IRRIGATION PURPOSES AND INCIDENTAL C \ G \ F&{�3B \ \ ,p\ 11 I �p O 4> PURPOSES, RECORDED MARCH 29, 1918 IN BOOK 478, i 4.9 "i�r5B.1 PAD EL= 51\ca\ _ O'S9;j //g$ o 0 6 $I g PAGE 113 OF DEEDS. (ITEM 5) (NORTHERLY LINE OF 1 8 - / / ,� PAD EL= o AD B_= /o PAD E1= o PAD EL= o I PAD EL- o SOUTHWESTERLY 15 EASEMENT) a 1 7 .=49.23 V /� o 0 n N N (EXIST SIDENAHIC PAD EL- / a ' .�'� 1 0 134 j 1 1. 11340.9 1 ■ 1,;1 - / Oy \ �_ 51y 4 �'• - / _ Oj AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND (EXIST P(WIERPZJIF)� .� MASONRY wALL \� N� I / �� l \4" A3' (x - �,` r - ■ D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE PROTECT IN PLACE\, � \\ SEPARATE �0� �� /� g'\ / S�J _• - FG PAD 11= � J 34SJ \ p OF WELL SITE AND PIPE LINES AND APPURTENANCES AND I (EXIST 6• CkG) \ \ 'PERMIT `6`1• s.� '` .� Y I - t 1 , 1 •4 '0 INCIDENTAL PURPOSES, RECORDED APRIL 7, 1948 IN (EXIST WOOD FE74CE) �'� \ �, _ / , (EXIST CHAIN LINK FENCE) ,,•7�2 �{ ` 1p-FO •� g+• J �� Y BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (ITEM 6) I TO BE REMOVED -F \ V G v �' JO BE REMOVED .( qS• L-3 (NOT PLOTTABLE) (EXIST MANHOLE) NIli-i8.6 r - 1 /r _ - ' 34 48 60.00. WOO, 0. 60.00AN EASEMENT IN FAVOR OF SOUTHERN p E ' - _ _ EDISON COMPANY AND GENERAL TELEPHONE COMPANY LIMITS OF WORK PROTECT IN PLACE V 92 \ -� `i � ) �� "I� ,OTg-r - OF CALIFORNIA, FOR THE PURPOSE OF EITHER OR BOTH �� •� 41.7 '` c 1- A I POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND W' ODCREST D �IVE ST{T ,2 DETAIL 8• WATER ;,,f' ~r /, ? vi PAD EL= FG _ N INCIDENTAL PURPOSES, RECORDED JANUARY 26, 1968 AS _ _ ---1 In - INSTRUMENT NO. 8018 OF OFFICIAL RECORDS. ITEM 7 �, ` NOT TO SCALE fig. '� >' I ' �' - _ /'10 1343.7 : n`V ( ) 39.66 0. U 1 Y WATER \� G 53.1 .0^ \ Q TERRA COTA RD 20' ,t TG _ TF 52 58 LOT 01 W - ,91 l ,•. Og AN EASEMENT IN FAVOR OF WWAM D. HAMMEL AND �y �, v 1 125.74' J f RACHEL W. HAMMEL, HUSBAND AND WIFE, FOR THE 12• wATER `Sl y rl EXISTING SINGLE '1� ' 44.56 6.F6 0 40 r60 PURPOSE OF A PRIVATE ROAD UNDER CONTROL OF - G 2 ABANDONED ;�r I!' OWNERS AND INCIDENTAL PURPOSES, IN INSTRUMENT TWA 1 FAMILY RESIDEN(,)E., I, .�\ 1Sr A yy', �' •p, RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF w 18' (EXIST MANHOLE) s27-�' �TF .yg ✓)VENEGAS (OWNER) ' - - .L� '"c' '� J Ag 6�' m F 4' G d ■ DEEDS. (ITEM 4) > PROTECT IN PLACE . 8 9l _ \ PART'OF LAKE CHIVAL, LLC- I 0 r "t G / A I ■ D - ` i- ; �,A- - L�.37` AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND "w - RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD 51 GAO. \ ` p'O EL--] _ n 'A PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY I ao 5 C LANE cA T /' TF=59.93 \�,0\ (EXIST CHAIN LIN(FENCE) p 1 1 ', L -1 'kI 1 � 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) TO BE REMOVED l '\ - -. I �^ 4 r O AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE (EXIST WOOD FENCE) TW�6 j PAD d_ Y > OI � P�a_ p�d_ p�a_ N FOR THE PURPOSE OF PUBLIC HIGHWAY AND PUBLIC .�- TO BE REMOVED 1 G�1.4 \�, r I - - - - I'y.l Pl0 EL= a I ,� - 2 I „ f N UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED 'S TF-59.60 �, ' i V -\� O. m -C OCTOBER 17, 1939 IN BOOK 435, PAGE 379 OF OFFICIAL I12• WATER ' gi� /� PAD EL- n .,(EXIST POWERPq,E I',� \1 1 1 PAD EL= x 1 (EXIST CHAIN L NK FENCE) co(30 �,t-�' ` '.~PROTECT IN PLACE I,nl - MASONRY WALL PER M 1 TO BE REMOVED v, RECORDS. (ITEM 5) VACATED p 8 Qp o U w- w \ - - - - (EXIST POWERPOLE) I, s,t GAO. G 0. \ '\ ;I _ y -i Imo' SEPARATE PERMIT - - - - ■ q © AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND "! z PROTECT IN PLACE r 3O' G-61.4 I ; 9. I I x. I -2• 1 'O �4w./ �.• T, 4�71 ' rG^� D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE TF=59 TF=59.60 TF=59.60 / _ -48 75 AA I �.TF=45.41 TF�4.08 TF� 5 ' v, OF WELL SITE AND PIPE LINES AND APPURTENANCES ANDC(18') IXIST EDGE OF LANDSCAPE EASEMENT j a p- ` 1 2e1 SUP BOOK 900INCIDENTAEPAGEP0492SOF OFFICIAL RECORDS.~(NOT948 N' 4.2' SAWCUT LINE GUTTER _ 1.62 '' 11 . ABLE) -- y, TF= TF=40.75 PLOTT(IXIST 6• CkG) " - TRAC� EXIST POWERPOLE) 'i- � 0 BE RELOCATED A CERTIFICATE OF CORRECTION FOR STREET NAME AA �, a - i _ -+_N�T - - =- _ _ CHANGE WHERE AS STREET SHOWN ON SAID PARCEL MAP (EXIST EP) ',�IM �r•� -� ��� ` U 13.^1� Ir/ i �r�3 '` _■ ,�„ WAS CHANGED FROM ORANGE STREET TO CLEMENT (EXIST POST) "'JS �, _ 3S. c Y r 5 �r3 STREET, RECORDED JULY 25, 1988 AS INSTRUMENT N0. 2 PROTECT IN PLACE 111F.., -� J J - - I 1�f- - �JI 1 1 \' `-I�1 XT- �•1 ■ 88-206416 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, I 1 J2 1J JL t7 CALIFORNIA. SECTION V-V (EXIST FIRE HYDRANT) u p Ix (EXIST POwERPOLE) 3 2 1 I 5 4 2 6 I PARGEi 1 ]yJ,1P NO, 1�612 � CHO LAGUNA PROTECT IN PLACE K I I Y TO BE RELOCATED BY EDISON r O REDEVELOPMENT PROJECT SAID LAND LIES WITHIN HAR AN RECORDED AUGUST 13, (EXIST WATER METER) I (EXIST CHAIN LILAC FENCE) Pf\/J 12E/7v 7� ' 12• WATER I y I TO BE RELOCATE D �� IN�� f RECORDSINSTRUMENT NO. 1981-153429 OF OFFICIAL BENCHMARK DATUM: EL-24-OW COUNTY OF RNERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELSINORE SET UNDERGROUND FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE T�PLANS NAB�+REVIEWED FOR COMPLIANCE WITH THE R SUPERVISION OF: SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE COND TIONLS OF DEMELOPtENT AND/OR Cm AND y 'N Rough Grading Plans 2 ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36.55'05• AS SHOWN PER STATE LAWS, AND A PERMIT CAN BE ISSED. TO HOUSE#15810 GRAND AVE: 25'*W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP _ IN THE COUNTY OF RIVERSIDE, CALIFORNIA OF 5 SHTS CALL: TOLL FREE FENCE; OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92• W N0.C55955 lwowNcivir� / Tract 33486 1-800-227-2600 FENCE; 7't NORTH OF 4• DIM. FRUITLESS MULBERRY TREE; 04GIN� , SUWVEnNC uHmttAls>wa FILE NO. , CINL7 R.c s 12 31 os v - LOTS 1-21, 54�6, 73-83 1't S OF SURVEY MARKER POST. DATE: 8-26-M MARK REVISIONS APPR DATE 1 41593 WINCFESTER ROAD, SUITE 120 TElECULA CA.92590 TWO WORKNG rs - - - R.C.E. 56915 EXP:6 30 08 DESIGNED BY DRAWN BY CHECKED BY DATE PHONE.- 951.296.1292 FAX 95i.296.tt64 F _fin i I I3C - FYI FINI 6-1/4 ■�� 8" WATER dill.t JiETAINING WALL (EXIST 6" CkG .IM '(IXIST AC'PAVIN6) \ _ _ $ '):,:� ■ i 'F J DYER SEPARATE _ PROTECT IN PLACE 74 -�� _ (EXIST SOUK + RETAINING WALL '3 MASONRY MALL PER RETAINING WALL PER - `1PERMIIT �� ) MASONRY WALL PER 30 , i3 '� PARATE PERMIT PER SEPARATE - - SEPARATE REKNIT `SEPARATE PERMIT_ ' - •12' J 1325.81TC 6 �� - 38.6NG \4 9 PERMIT1.0 NG Y FIG _ NG RACT BIXINDARY NG 20.00 - 131.56 117.55 9.37 4.36 91.74' 65.00' ��- -45.11 14 =41 W=4 TW=9.00 "1 = .00 \- - 34. w = - IF 1 } < STROM DRAIN IMPROVEMENTS -39.11 TWR=38.44 G= WR=37.00 - _ I d PER TRACT TOPN < \ R= 6 R= 2. 3 33 - G=27. T" I G=39.5 -39 1 's L G OR=29.00IWR=29.00 I $ TF=3&i4 FG-�8.9 FG=38.1 '� o IC TF=34.33 FG=36.7 NI =32.7 FG=32.3 FG=32.3 \ j 28.4 TF-26.33- I FG=29.0 FG=29.0 _ IXUIN PLA16 TIP) ■ 4' i37.10 TF=36.43 TF=35.76 a -C F TF=33.67 .� FSTF�31.67 TF=30.33 \TF=2B.33 \ ITF--A.33 11 j 28.34 9 I,} O ■ h ' SEP Y PERMIT o O PAD EL- 4 C\rPAD EL= PAD EL= T 4 - -120.00- - / ► _l - e- "h - - - rn II 6 ,� 1 ,� C PAD EL- :r1 PAD EL- u1 PAD EL= A 10�. 20' 20 Y 11�y' i 3:� 1• �i ,� �� '� n "' n 1 1 OS A 'f � Jy. '� .t 4 4 I 5 .� (EXIST STRIPING) [ C �;T L v1 C F p. �P3�D_- PAD EL= \:� Y ((EXIST EOP �38.� \ T j'A j o °° �?I. M �1 �\ -4 d F -\ 32 0 �� �N• 1330.1 ""-„J" Ci 1329. W �I•�+,+ (EXIST SIDEWALK I 11F=37.103 I o ry` MPR= YFTo rtO7. 'Y Fiar Yh �� PAD EL- V-11i 1 0 N {'328`m U II CL C 00 -32 I 5 \ h _7=28. ' 2" GAS F F J co 'J -' II eA' 7• G S{T)� I \S 3 ' IIt '� ,� � \ 13 .61- 120.00'� ;T I ? ' PAD a= 30�8 's ti . , 5,\ � asement Notes 00, 60.0Iy,) 1 �/ � FG , t \\ o P \ - 8.48 3• I 6' I++. ,� �. R/w\ .(� Oj AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND - T T � Q RACHEL W. HAMMEL, HUSBAND AND WIFE, FOR THE 'r�1 PURPOSE OF A PRIVATE ROAD UNDER CONTROL OF Pn ST{T o ")"• S o CI`F \ �/ I( J; ;� •�,:_\' \,53 3� I 80,J 6C 25.76 6 1 S^ OWNERS AND INCIDENTAL PURPOSES, IN INSTRUMENT a y0 35.6 C.8 e }� PAD = 4 ' 91.03' •• - pAp d, � 1 '3t`8 •12` _ _ RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF �i -4 _�- - R ,y FG . 1 \.. a ', FG 1331.9 i i +" � - •� N DEEDS. (ITEM 3) \ N \ \ T I tit\ }�y '/.� G r-„ '�, C%F i Np. qA At - .BO W L7CI O AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND rr^^ _ b� i 1 W e9i NELLIE A. BLOODGOOD, HUSBAND AND VAFE, FOR THE vJ `�" "• "'"' "" ' "� C\ 2 T 1-i31 ' ��" i,. s�� _ +z` �I -# i - - - PURPOSE OF PIPE LINES OR DITCHES FOR IRRIGATION ' °�yJ -' w 1 1 01 ��.� 'Sir •r, r ,^• p I ,< R�W} U PURPOSES AND INCIDENTAL PURPOSES IN INSTRUMENT 60.00' 60.00 50.73 /`• 1 F C 4 '� / qR 13 SSy '' I (n h RECORDED MARCH 29, 1918 IN BOOK 479 PAGE 43 OF '` h +�- 9 -" oo CIF g PAD�_ \1 \`l P •�� / v FG=26..9 � �.m � 0 DEEDS. (ITEM 4) (NORTHERLY LINE OF SOUTHWESTERLY �� �,Sn TF=26.10 - 1 i 0< I 15 EASEMENT V F r t Sh^ 11 ' T-L I I 4G 11337.41 o { `•y �cQj Sr "rLO S �� 0';N-, � 8" WATER O AN EASEMENT IN FAVOR OF GENERAL TELEPHONE r.. I F F G ,( I "� Q �T I COMPANY OF CALIFORNIA, A CORPORATION, FOR THE C F C Cj C\ 11 ( I u� ^�h ro I 9 0ti YT '� MEDIA FIL UNIT.- '� Y - N f,, N o Y 120.00' I !� MASONRY WALL SEE ON-SITE STORM w o = < (EXIST SIDEWALK) PURPOSE OF PUBLIC UTILITIES, AND INCIDENTAL t V \- I{ w ( \ 28. W SQ Q \ V (EIIST C k G) I PURPOSES, IN INSTRUMENT NO. 86405, RECORDED JULY / T $ al - .�. L NE A 1 1 \1 `'�• `� ` I ,PER DRAIN PLANS AND ,'� + ( ) PAD EL=/ N PAD EL= o EL= p j G I '3 J 0 9; �i 0 �", Q 2, 1973 OF OFFICIAL RECORDS. ITEM 5 I Cj WQMP FOR OETA3LS s' 1 j 1 ,rile : _ T \ a,. `1.\ FG ,o apt Q `4 J,1 I TW=34.77 + u-� I O SAID LAND LIES WITHIN THE CITY OF LAKE ELSINORE I \ _ o C. o CIF '+ [29 r`� Yo6 N �ti Qf' q0' (EXIST BUILDING) REDEVELOPMENT PROJECT AREA, RECORDED JULY 20, T F C - - - C 1 F 1 �' J PAD EL= T� c}' '� .1 `ho O �• ` I TF-28.0 . PROTECT IN PLACE a' 1 Cr I o �, - + b I 1983 AS INSTRUMENT N0. 1983-145706 OF OFFICIAL 11 C C�F 1 0 1 1 7.7 I - 1.6 G , �., /•- I RECORDS. (ITEM #8) OG I I .g .r �• j .FG /12 �,. �j/\\ (EXIST p1AIN LINK FENCE) _ 1 'x'. r �' I I 133.25' F G 1 G' '"� �°j ,s C ',7 m TO BE REMOVED + ,�� I O AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND 11.95" t`. i F 3� *27' 't71 24 WATER In I RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD 0.00' 60.00' 65.13', '• -68.25- - -q,65,00� - / -� < 1 LOT 43 i PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY W 21 SLP '\ T \ PAD EL= FG•7 1 • •l / x ��`1�'� ~ EXIST SINGLE 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) p� �i 15" SEWER I [ G) ■ , �, I 1 G� \ \ 1 \N `0� �1-�APADEL .X I< FAMILY RESIDENCE N f III - - y - ©AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND Z ,i.•i ,n• G Gj 0 1 NELLIE A. BLODGOOD, FOR THE PURPOSE OF PIPE LINES [ CC �o51%M DRAIN IIPROVFIENTS tip.,,(( TANG (OWNER) - a / T: '� (EXIST CHAIN L FENCE) 20 20 l TF PER TRACT $T .a i0 T\ I PART OFj-AKE�CHIVAL. MC._� Jr � i 2" GAS � OR DITCHES FOR IRRIGATION PURPOSES AND INCIDENTAL dUIN�(T1T� a EXIST 6" CkG JIPURPOSES, RECORDED MARCH 29, 1918 IN BOOK 478,TO BEREMOVEDr.. a LINE Y c IF33.6 �/� � ( L� PAGE 113 OF DEEDS. (ITEM 5) (NORTHERLY LINE OF �g . h ' a SOUTHWESTERLY 15' EASEMENT) ,00 J I I I 1 ' ��C t \ \ �' - - - \ TF=32. LL)o o o �^ L. \, t.•` L='17.`89' 11 0 1 6" p _ 1 ..,!I I _ _� / \,1 ,0 132.76' Oj AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND 13 �1 N 133 . N a 1 I 13 LL7 C G• / a% 132 7g T 1 0 �� I L I D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE PAD EL= d a ?\ ? / ' \ `j,-P 13 OF WELL SITE AND PIPE LINES AND APPURTENANCES AND _ \^ , 7 6 1 '\ C ✓ p' {s �?�, •�`.� Q I INCIDENTAL PURPOSES, RECORDED APRIL 7, 1948 IN ■ ` \,I �( G I •V M' / /, C l G PAD EL- J EG o I (73,,9 \ � < BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (ITEM 6) O 4 A L?\ Ie:cf� ,/� 1333. - - o I I = TW=32.77 ;',< I I (NOT PLOTTABLE) ■ 6, ry\. I { ?i� ..f L�OOde N�.ya+ 'J` RETAINING WAIL PER - `O = MASONRY WALL PER F�27.1 •'! I I O AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA I 60.00' fi0.00 50.13 9 �• 30.81' L=43.11 :: * Al l J _ �SEPARATE-PERMLT FG=33.6 NG=29.8 SEPARATE/PERMIT TF-26.10 T+�.N I I I EDISON COMPANY AND GENERAL TELEPHONE COMPANY -• 31.8FG?'� / 193,00' D�28.77 TF=28.77 183.00' f ( OF CALIFORNIA, FOR THE PURPOSE OF EITHER OR BOTH a ? �,; /� .. jA.I I POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND I - Y _ �--�..T` �-> � - --TRACT-BOU DARY - <-r 27.38 ': 1 INCIDENTAL PURPOSES, RECORDED JANUARY 26, 1968 AS ` .1 h 49 y NG NG / 1j28 NG 1W 6 TC > 13 I N 14 C CAB I6 {T Y5.00' \ \ H� NSTRUMENT NO. 8018 OF OFFICIAL RECORDS. (ITEM 7) -� R ,', - 1 �J A�•\9 l UIST FENCE) 330) / 3?8 l _: Q AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND -3,Z ST LT N W ODCREST DRIVE V ;16 -- 24'� TW= 4 PRDTEET It i� - -�� - =1- �9 - - •w :lo u Y ?) �TF'>e32.09 - 1 ' N,PLACE) PURPOSE OF HAMMEL,PR VATESROAD UNDER CONTROL OF :.,.. --.. . a exEsrRACHEL W. ` ut �, \ W OWNERS AND INCIDENTAL PURPOSES, IN INSTRUMENT ■ 60.00 Y 60.DO' DO 60.00 ,I w 60.00; 9. 66 �, I I a-1 RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF DEEDS. (ITEM 4) N ■ 'O ? ,n 1! 's -O ,+cJ 1 I - RETAINING WALL PER I - !g > I _ _ �C AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND G G G C C F SEPARATE PERMIT - 10 C t? - /- O RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD I ggg _ / PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY -' T i PAD a 6_ i •,1 // / 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) t �J C j F r' �`+ f\ P I f "� AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE A 'fir TW=40. F'- 1121. 32' 12 FOR THE PURPOSE OF PUBLIC HIGHWAY AND PUBLIC n I afOv cov 4 a rn _ <} UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED PAD EL- vi PAD EL- {.i PAD EL- vi PAD EL- ui PAD EL- u1 PAD EL- 0 PAD EL' I FG{34. _\ �i��`' I OCTOBER 17, 1939 IN BOOK 435, PAGE 379 OF OFFICIAL � ■ ^.® 5 n 1 1 7. v 1 .4 � ® OD 1 C �1F�3• ` 31 13C RECORDS. (ITEM 5) VACATED m EO q ya 4-�_ / MASONRY WALL PER \\ ---- W I � Q AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND Z TW-0. D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE [ i SEPARATE PERMIT T I I C C � =33�'l I OF WELL SITE AND PIPE LINES AND APPURTENANCES AND r b TW= T•w 5 0 3 4 - - b T 1 4 ^ � �---=a EXIST ROWER POLE) I (EXIST MANHOLE) INCIDENTAL PURPOSES, RECORDED APRIL 7, 1948 IN-� 14!91`1,44�, 4.- 1 SLP,-,- S-1F=36_09 4 TF=35:�2 '� D TF=34.75 TF:3 ' ✓I �� - - - - - L - (PROTECT IN PLACE PROTECT I 2 SCE BOOK 900 AGE 492 OF OFFICIAL RECORDS. (NOT 1•F=39.42 :1-3.8.75 o TF=36.75 . ' '-.TL L L -1_1�- - - - - - - - - --- .; K. __ Ca 'r' - ©A CERTIFICATE OF CORRECTION FOR STREET NAME NG=38. - = 37.2_ NG=J6 NG= _ - --NCY 34.0 '- ___ - - - _ - _ - - - - - - - - - - 1 CHANGE WHERE AS STREET SHOWN ON SAID PARCEL MAP - - - - ( WIDE HANGED FROM ORANGE STREET TO CLEMENT - _ s - - - - - - - - - - - � i s � s � -� __vv__++---JJ `� � a - - � I I _ �IN STREET, RECORDED JULY 25, 1988 AS INSTRUMENT N0. J- - - - - - - - c- �1A11Y - - - - �H - - - - - - - - �, - - - �� _ 88-206416 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, IXIST PRO 13g0 ,13'38}- _-_._ _{1337 ti- 1335) - -�{7314 ,333} r /I Xy I I �^fix- �- � - �1 I PA9(jE�L MAP NO, 9467 CALIFORNIA. I I I ~ I ry NA l f I I I 7 8 5 4 2 6 3 2 1 Pl 3 2 �ll �i 1/.�J I I I 8" WATER t4 REDEVELOPMENT PROJECT SAID LAND UES WITHIN iAREA. RECORDE RANCHO ED AUGUST 13, l PA; CAL l�llAPy1�10y' �tl£7 (EXIST CHAIN LINK FENCE) PAR ) I 1981 AS INSTRUMENT NO. 1981-153429 OF OFFICIAL Ploll 1 J 6// it,J�i I I PROTECT IN PLACE i I I I RECORDS. Av L2-(-oc I BENCHMARK DATUM: EL-24-80C COUNTY OF RNER8IDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELS I NORE �T UNDERGROUND FROM TIE INTER. OF GRAND AVE. AND ORTEGA FIWY.(74) NW THE BASIS OF BEARINGS IS THE SUPERVISION OF: SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET THESE PLANS MNVE BEEN REVISED FOR NT AN ANDS M 11E ryW�A APPROPRIATE CDNDITTas aF DEVELOPMENT AND/OR c1Tr AND vv�h Grading &n8 `� ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36'55'05" AS SHOWN PER STATE LAWS, AND A PERMIT CAN BE ISSUED. IN THE COUNTY OF RIVERSIDE, CALIFORNIA TO HOUSE #15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAPOF 5 SHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. NO.CM955 �RFJVG-ivir7�7 Tract&W6-� E>rQ.1IMAL 6FILE N0. 1-800-227-2600 FENCE 7':NORTH OF 4" DMA. FRUITLESS MULEERRY TREE: s� oc gVILNCWN� LANDPuwaNG LOTS 22-W 67-72 1't S OF SURVEY MARKER POST. DATE B-26-80 MARK REVISIONS APPR DATE t R.0 C.E. C559 EXP 12 31 06 41593 WINCESTfR ROAD.SUITE 120 TE]ECLU CA,92590 W. -26-to L6QMMN= 126494 1 1 R.C.E. 56915 E)(P:6 30 O8 IDESIGNED BY DRAWN BY CHECKED BY DATE 10/31/2006 1 PROW, 951.296.1292 FAX- 951.296.1164 O NF i I (R V) �� P/L 6' HIGH MASONRY WALL .cy_ t0.5' P/L PER SEPARATE PERMIT ly P/L Q 6' HIGH MASONRY (EXISTING FENCE) WALL PER SEPARATE PROTECT IN PLACE TRACT NO, 18211 TRACT NO. 18211 (R/W) 6' HIGH MASONRY WALL 0 5 PERMIT 5' & 6' HIGH MASONRY 5*TRACT 33486 PER SEPARATE PERMIT P (R/W) TRACT 33486 WALL PER SEPARATE JV1B 139/47 6' HIGH MASONRY WALL PAD�ER PLAN W t0.5' PAD-PER PLAN TRACT NO. 18195 PERMIT I OR TRACT NO. 18195 PER SEPARATE PERMIT SLOPE To BE ��� r 2, PM 126/73,74 a; ;, 5' TRACT 334e6 0.5' MAINTAINED BY ^ (EXISTING FENCE) " r TRACT NO. P'�PLAN 1AAB 137 97/gES L.L.M.D '" = PROTECT IN PLACE (7R P1Yl 51/4 iC (EXIST GROUND) (EXIST GROUND) NEW 80N0 20041 a 2. NCH — ,� '� — 6' HIGH MASONRY WALL NEW SONG RETAINING WALL PER c2 CALVARY CHAPEL vi PER SEPARATE PERMIT SEPARATE PERMIT e R (EXIST GROUND) (EXIST GROUND) X W` CALVARY CHAPEL (EXIST GROUND) _ o (EXIST GROUND) PM 51/4 z 7-. RETAINING WALL PER E .5' �yT' � 1i o SEPARATE PERMIT C (EXIST GROUND) (EXIST GROUND) y r - - TRACT ' PA20' *10' 2 PA -PE PLAN �AA� (EXIST CURB) .. x IXISTING 7' N ' (EXIST GROUND) 4 TERRA COTTA _ ROAD 'n v ' MIN' 7, U)N TRACT ` g PLAN TRACT 33486 �Y PAD=PER PLAN Section A-A Section C-C Section E-E Section G-G Section J-J Section L-L REAR YARD O LOT'S LOT 83 & TERRA COTTA ROAD REAR YARD O LOT 58 LOT'S 46 & 43 LOT'S 43,45 & 46 LOT'S 7-0,15-16, I 3-7,15-16,40-41 SCALE: Horn 1--10' SCALE: HDR r"-f0' SCALE., Hat 1"-10' SCALE Hat r"-10' 23-25,36-38,40-42 VERT:1"-1' PERT:1'-1' VERT:1"-1' VERT:t"-t' SCALE: ERR,1"-10' SCALE: NOR 1"-10' VERT:1"-1' VERT:1"-1' I I 6' HIGH MASONRY WALL �• PER SEPARATE PERMIT 6' HIGH MASONRY 2 WALL PER SEPARATE (R W) PERMIT 0.5 1 TRACT 33486 f s \ I 0.5 \ P/L � TRACT �3486 PAD-PER PLAN AE " P/L' SLOPE To BE TIN ELEV ` ML D A.LNMANED BY ON PPLLAN v 6' HIGH MASONRY WALL TRACT NO. 18211 � %! PER SEPARATE PERMIT &41 Q' r •� � � 6' HIGH MASONRY WALL TRACT NO. 18165 0'S' 6' HIGH MASONRY ` '� T? i PER SEPARATE PERMIT PM 41/38 0.5' 8 20' 10' 6' HIGH MASONRY WALL WALL PER SEPARATE (EXISTING DIRT ROAD) LOT'S 44 & 45 2 TRACT NO. PER SEPARATE PERMIT TO O PERMIT 0.5' 20041 REFER TO CROSS SECTION PAD=PER PLAN (EXISTING J ' �'� i p.5• 0-0 FOR CONTINUATIONRESIDENCE) 7 MI TO • °D PAD (EXIST GROUND)TRACT 33486 PM 51/4 - —6" CLRB � 2' 12' 38 - REFER TO MACHADO CROSS ` ,» cry TRACT 33498 (EX I ST k GUTTER SECTION FOR CONTINUATION � ��• - - i (EXIST GROUFD) PAD-PER PLAN GROUND) (EXIST GROUND) �� 6" CURB k GUTTER H/2 SETBACK - 2' MIN � � \x ,o f X h D �� (EXIST GROUND)x YTN. (EXISTING RESIDENCE) i PM 126/73,74 — - ` a _ OD R (EXIST GROUND) EXISTING DIRT ROAD) z Section B-B Section D-D Section FF Section H-H Section K-K Section M-M LOT 42 & MACHADO REAR YARD O LOT 82 & 83 REAR YARD O LOT'S 46-50 SIDE YARD O LOT'S 43,44 & 45 REAR YARD O LOT'S LOT 43 & WOODCREST DRIVE I SCALE: Hat 1"-10' SCALE: Hat 1"-10' SCALE- rat t"-10' SCALE HOR 1"-10' 7,18-23, & 25 SCALE: Hat 1"-10' VE RT:1"-1' VERT:1"-1' VERT:1"-l' VERT:1"-1' VERT:1--1' Flat 1'-10' VERT:1"-t I �//J6 4V 12-6-U6 UNDERGROUND BENCHMARK DATUM: EL-24—OM COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED L14DM THE CITY OF LAKE ELSINORE SHEET , FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE B E?N REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDTIOS CF DEVELOPMENT AND/OR CITY AND Rough Grading Plans 4 ALERT 1/15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36'55'05" AS SHOWN PER STATE LAWS, AN A PERM T CAN BE ISSUED. IN TIE COUNTY OF RIVERSIDE, CALIFORNIA CALL: TOLL FREE TO HOUSE #15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP NO.C55955 _ WINervir Tract rW6 OF5 SHTS CORNER OF ABOVE HOUSE, 2't N OF 5' HIGH CHAIN LIN( BOOK 29, PAGE 92. / 12 31 a7JY0 1-800-227-2600 FENCE; 7't NORTH OF 4" DIAL. FRUITLESS MULBERRY TREE,- C1 ( /1�07�� CIVIL � I've SECTIONS t DETAILS FILE NO. Imo, RR.C.E. C559 EXP 12 31 06 1't S OF SURVEY MARKER POST. DATE: 8-26-80 DATE^MARK REVISIONS APPR DATE 1 41593 WLNCFEsrER ROAD,SUITE 120 TEAECI.IA CA, szsso R.C.E. 56915 EXP:6 30 O8 DESIGNED BY—DRAWN BY CHECKED BY DATE 10/31/2006 PHONE: 951.2%.1292 FAX 951.296.1164 O 6' HIGH MASONRY WALL PER SEPARATE PERMIT ! 6'H. MASONRY WALL PER SEPARATE PLAN 0.5 6' HIGH MASONRY WALL 0.5 LOT 24 PER SEPARATE PERMIT LOT'S 69 k 70 II` PAD 0 1336.1 1 PAD-PER PLAN .5' i i r n T� P/L Q� (LOT 81) (EXIST GROUND) .� (EXISTING RESIDENCE) 12 38' (R/w REFER 0 MACHADO CROSS n 2' 10' 20' / (EXISTING SECTION FOR CONTINUATION TO 1A n 6' HIGH MASONRY WALL ?a qy RESIDENCE) REFER TO CROSS SECTION OYr� 4 1 0-0 FOR CONTINUATION .� •��, (EXIST GROUND)1-1- _.f (EXIST GROUND) 7'MIN>� 29 4 2 .7 YID � w J 7 ; _ _ r - - - - — — 2' 10' 2 TRACT NO. 18211 7 \ REFER TO CROSS SECTION B 13C�/47 TRACOT31 20' YIN 0-0 FOR CONTINUATION (EXIST GROUND) PAD=1358.7 10' 2' rT� 2>; ,�.�, i TO r (EXIST GROUND) T 4 2 REFER TO CROSS SECTION _ � yam• 0-0 FOR CONTINUATION 21 y 7 Section N-N Section P-P Section O-O Section S-S Section T-T LOT 43 Q MACHADO LOT'S 69,70 & CLEMENT STREET LOT 24 IL CLEMENT STREET LOT 1 k TERRA LOT 81 k COURTNEY LANE SCALE: NOR i'-10' SCALE; 1/0R:1'-10' sOAm. NpR 1'-1o' .. VERT.1'-1' COTA ROAD SCALE. Mvt 1'-10• t VERT.1'-1' VENT:1•-1' ` SCAM F10R 1'-/0' VERT:1'-1' VERT:1'-1' PL R/W 6 R/W 0' i TRACT 33486 TRACT 33486 12' 18 1 18, 12 PAD�ER PLAN 6' 6' PAD�EFR PLANWHERE I �. SLOPET Typical Section R/W (R/W) $ [OEW - IDEW (R/W) 94' 4 LEVEL LIPS o 14 4 r N Between Lots R/W R/W I SCALE: H0R 1'-10' 50• (44') 7 I VERT.1'-i' N 10' 20' � 20' 10' N 12' 38' (32') (12') \ g• 6• � � 6' 27' PROP. AC PAVING 11' �f. ,sIDEWADN 0,31' MIN 64 o IOW� w $ I _• 1.61z LEVEL LINE _ _ 2 SAWCUT (EXIST 6" CURBkGUTTER)�I N -- 4 2 — —LEVEL LINE o �� N $ 1 2.9676 IMLIN (EP) .. 4 j •.._f 4 BSL BSL 7 7 '(EXIST)' Section R-R �;'_,- $ N 7 A SIDEWALK Typical Street Section ,� I R/w R/W �1 $ MALADY CT, KYM CT k MM�NrA CT SCALE NOR i'-10' ; VERT:1'-1' pp d I I _ I 30 MPH PER COUNTY STD. 114 a PROPOSED ROUGH CUT INAL DEPTH TO BE DETERMINED TI=5 PAD ELEV. i I I i PAD ELEV. T OR MACHADO BY R-VALUE TESTING _ o -- _ ----- �+�,. SECTION F ' i .� - i`7—- T = �%• l<: Section 0-0 STREET. OD ry iY Y Ti i v`i `i i T Typical Street Section Construction Notes 1 c DESCRIPTION � RD"GRADE CUT LINE NOODCREST DRIVE, CLEMENT STREET Typical Street Section 1 PLACE 5 AC OVER 11 CLASS 11 BASE PAVING TENTATIVE Typical Rough Grade Secfion k COLRTTEY LANE MACHADO STREET 2 PLACE 3.5 AC OVER 8 CUSS 11 BASE PAVING TENTATIVE SAWCUT EXISTING AC PAVING 2 MIN SCALE: NTS SCALE HOR I'-10' ; VEIN:1'-1' SCALE: Nut t'-to': vER7:1'-1' 4 CONSTRUCT 6 CURB k GUTTER PER COUNTY STD. 200 30 MPH PER COUNTY STD. 114 55 MPH PER COUNTY STD. 114 s CONSTRUCT CROSS GUTTER PER cauNrY STD. 209 TIC TIiO8.0 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 I 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 ` 8 CONSTRUCT CATCH BASIN PER SD PLANS 9 CONSTRUCT GUTTER DEPRESSION PER SO PLANS 10 CONSTRUCT DWY PER COUNTY STD. 207 SEE DWY DATA TABLE ON PLAN NOTE:- 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 THESE CONSTRUCTIONS NOTES ARE PER TRACT 33486 13 TAPER MAKER PER TRACT 33486 SIGNING k STRIPING PUM A STREET IMPROVEMENTS PLANS. SHOWN HERE FOR 14 PLACE 3 AC OVER 6 CLASS IT BASE PAVING TENTATIVE W OO IJV 1.2-4-06 REFEREFERENCE. ONLY• 15 REMOVE k REPLACE AC PAVING PER DETAIL ON SHEET 9 UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RNERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELS I NORE SHEET I FROM THE INTER. OF GRAN)AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE 13EEN REVIEWED FOR COMPLIANCE WITH THE SERVISION OF: SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS N15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CCND UPTIO S OF CEVRMM 94T AND/OR CITY AND Rough Grading Plans 5 ALERT #15810 GRAN) AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36.55.05- AS SHOWN PER STATE LAWS, LAND A PERMIT CAN BE ISSUED. IN THE COUNTY OF RIVERSIDE, CALIFORNIA TO HOUSE#15810 GRAN)AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP ���4p�+ OF 5SHTSCALL: TOLL FREE NO.C55955 IWNCivir COWER OF ABOVE HOUSE,- 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. Tract NV-fOV 1-800-227-2600 Exp.12/31/06 FILE NO. FENCE; 7't NORTH OF 4- DIA. FRUITLESS MULBERRY TREE; ,tt �_��� R.C.E. C55 XP 12 31 ob ENGM� SURV ING • LANVnAN+M SECTIONS k DETAILS 1'* S OF SURVEY MARKER POST. DATE: B-26-80 ERi;INEET� MARK REVISIONS APPR DATE CIVIL 41593 WINCFESTER ROAD,SUITE 120 TEEOAA CA, 92590 R.C.E. 56915 EXP:6 30 O8 DESIGNS BY DRAWN BY CHECKED BY DATE PHONE: ssl.z9e.7z92 FAX- 951.296.1164 ' l .�n