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HomeMy WebLinkAboutAs Built Tract 33486 Street Improvement Plans F. Street Improvement Plan icinity MaVp � LAKESHORE W. FOR g `,� Project Sit¢ g 9 Tract 33486 9 WOODCREST DR WALNUT OR Im rovement Notes City Of Lake Elsinore PARKVIEW Oi 1 NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF r JOY ST ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN TRACT NO. 18211 TRACT NO. 18196 TRACT No. 20041 WM`�41C'1OA NN ZIEGLINDE DR rn CITY OF LAKE RECORDS. AP DOES NOT CONSTITUTE A I 7 NIB 137/97-08 ]VIB 160/81-88 EXIT TRACT LE.GAYE ST � 74 ON THESE PLANS WERE OBTAINED BY A SEARCH ELSIN AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE i JYIS 139/�1 \•19 ].• 9 \ .1 � ti i � ��� � i REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS # 1D �'1 J '• �� 21 20 `�_ y, ", -- �2 `�� �� �7d�_ T EXIT TRACfL 1 .PIY/J-^e1-/� / CB NO.1 J I OF THE LOCATION, NOR THE EXISTENCE OR - �_, '1 L[N�DLN ST NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR / } 7 $ QX0=4 1 Q70=3.6/0.31 STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE 15 16 I Q100=9.0 37 Q100=6.8/1. 1 CONTRACTOR IS REQUIRED TO TAKE ALL DUES �j,c N- 36 , PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL / i \�` 1$ 19 20 21 22 j23W 40 41 42 1 Wner CanUTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON y� 9 Ct CB NO @ 26 38 CB NO 3I �"�"'"""���' '1K1 ^""' "C D oTHESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE 2` 6 til 14 GG �7 Q10=6.3/ rn - z280WAhDLDIIJ PERFORMANCE OF THE WORK SHALL BE REPAIRED OR (710O=g-140 35 10=5.5/1.0 CDS TER 1 Go/ZoN4 GA 9Z$PO REPLACED TO THE SATISFACTION OF THE GOVERNING P Q100=8.0/2.AGENCY BY THE CONTRACTOR AT HIS EXPENSE. / 26 rJ 1 O COU�TNEY LANE 27 �f\ 39 (I E951-}-'3965679- ¢rjI'2 ALL WORK SHALL CONFORM TO CITY CODES, STANDARDS 13 SEE SlEEr 3W SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION AND CB NO 4 `J'yy�� 34 q � I p' r STANDARD DRAWINGS. IT IS THE CONTRACTOR'S 11 Q10=4.9/0.7 2$ C I jam" RENCIVIL RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS 2 ' 4 ' / g100=7.1/2,0 • 1 ua 41593 WINCHESTER ROAD, SUITE 120 AND CODES AT ALL TIMES. r 77 76 75 74 73 72 7� 70 33 Q0=5.0/0.8 p m TEMECULA, CA 92590 3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS \" 12 7$ 29 Q100=7 4/2 2 I p (951)296-1292 INSPECTOR TWO WORKING DAYS PRIOR TO BEGINNING ANY � 1= q WORK. CALL FOR INSPECTOR AT (951) 674-3124 EXT. .\ 28lglr 3 A 79 -I �cq /es 247 RECORDER FOR INSPECTIONS (951) 674-1344 \ \ ,� 32 44 LOT 43 1 I I ELECTRIC: TELEPHONE: BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM MONDAY "9 *\ \/ 8 (EXISTING RESIDENCE)` W ��' ( SOUTHERN CALIFORNIA EDISON VERIZON THROUGH FRIDAY. -,T ,j. \ I TRACT 0 (� �j. \\ 2 RT 3 62 63 64 65 66 67 68 69 30 31 t 26100 MENIFEE ROAD 150 S. JUANITA ST. 4 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ''vh tU0. MENIFEE, CA 92543 HEEET, CA 92543 ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH •y ,I 0MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE �bd - G / 61 45 ;I (951)674-3146 (951) 929-9464 TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. Qa. GAS: SEWER, WATER&FIRE: 5 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO �, THE GAS COMPANY EVMWD HAVE A RESPONSIBLE REPRESENTATIVE, AT THE JOB SITE '.Y 60 AUDR E _ V� _ III 'tom __ 1981 W. LUGONIC AVE.. 31315 CHANEY ST. AT ALL TIMES DURING CONSTRUCTION. / ry - - REDLANDS, CA 92374 LAKE ELSINORE, CA 92530 6 IT SHALL BE THE RESPONIBILITY OF THE CONTRACTOR TO ` LOT $1 C-IC (951) 335-7828,:_ (951) 674-3146 ARRANGE FOR THE NECESSARY RELOCATION OF ANY Q100=0.8 NEW SONG CALVARY CHAPrL III[ =--_ UTILITIES. CONTRACTOR SHALL GIVE ALL UTILITY EXIT TRACT r (EXISTING RESIDENCE) 59 46 a' COMPANIES INVOLVED AT LEAST TWO WORKING DAYS TRACT 33486 IG 1( Legal Description ADVANCE NOTICE PRIOR TO BEGINNING CONSTRUCTION AS 36 ( 83 $2 56 55 54 53 52 51 50 49 48 47 16 �II BEING A SUBDIVISION OF A PORTION OF LOT 18, WELL AS 1-800-227-2600, UNDERGROUND SERVICE ALERT. '1 0a 558 57 Ir J; BLOCK "B" OF RANCHO LA LAGUNA SUBDIVISION, AS 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ( I - SHOWN BY MAP ON FILE, IN BOOK 8, PAGE 377, OF CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION _ _ _ - _ _ _ _ _ _ _ _ _ I[ MAPS, SAN DIEGO COUNTY RECORDS AND A-SUBDIVISION COST OF ALL EXISTING UTILITIES. CONTRACTOR SHALL ,)'�,L" -- �'r-,L INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION r R, �T 7 7 7 � r � Is OF PARCEL MAP 10708, AS SHOWN ON FILE IN BOOK 70, PARCEL MAP ND. 9467 PAGE 94 OF PARCEL MAPS, RIVERSIDE COUNTY, IN THE AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING ( i, OF CONSTRUCTION. l e , 15 14 I 13 I 12 I 11 I 10 I 9 I 8 I 7 STATE OF CALIFFORNIAORNIA I I7 I � 41 I 3 I 2 I 1 I Pl�l] -Zr1/a S r CITY OF LAKE RE, COUNTY OF RIVERSIDE, 8 ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE PAR 2 . IN PLACE PRIOR TO PAVING THE STREET SECTION, PARGL,L MAP NO, 13612 INCLUDING, BUT NOT LIMITED TO SEWER, WATER, CATCH BASIN ID TELEPHONE, ELECTRICITY, GAS AND DRAINAGE PM 12S/78,7 \ LABEL LEGEND RI O ra FACILITIES. CB NO 1 AERIAL &FIELDTOPOGRAPHY BY DENNIS JANDA, INC. 9 ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL Q10=4.3/3 7 ,FLOW BY (CFS) DATED: NOV. 2004 TEST SHALL BE TAKEN AFTER ROUGH GRADING TO Index Map INTENSITY�Q1007.1/9.5 DETERMINE THE EXACT STREET SECTION REQIUREMENTS. INTERCEPTED FLOW (CFS) end+ vi SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES Private E ineers Notes To Contractor LEGEND ABBREVIATIONS ONLY. 1 THE EXISTS CE AND LOCATION OF ANY UNDERGROUND 10 JALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON AC ASPHALTIC CONCRETE MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO THESE PLANS ARE OBTAINED BY A SEARCH OF THE BOUNDARY LINE AV AIR RELEASE&VACUUM CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE --- CENTE%.INE BC BEGIN CURVE NOTIFIED OF ANY NECESSARY REVISIONS TO THE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON Construction Notes + uant leg BCR BEGIN OF CURBE RETURN APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE Lj DESCRIPTION QUANTITY �'�GUTTER BVC BEGIN VERTICAL CURVE OF "AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 1 PLACE 5-AC OVER 11 CLASS IT BASE PAVING TENTATIVE 11,750 SF NORTH ARROW ---------- SAWCUT LINE BW BACK OF WALK FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR 2 PLACE 3.5 AC OVER 8 CLASS II BASE PAVING TENTATIVE 105,150 ST EDGE OF PAVEMENT EC END CLINE PROJECT BY THE CITY ENGINEER. FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY 3 SAWCUT EXISTING AC PAVING 2 MIN 750 LF N ECR END OF CURB RETURN 11 JALL EXISTING MONUMENTATION DISTURBED OR DESTROYED FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 7,390 LF BLOCK WALL EG EXISTING GROUND WRING CONSTRUCTION SHALL BE REPLACED TO CITY SHOWN OR NOT SHOWN ON THIS DRAWING. 5 CONSTRUCT CROSS GUTTER PER COUNTY STD.209 5,920 SF RETAINING WALL EP EDGE OF PAVEMENT STANDARDS AS APPROVED BY THE CITY ENGINEER. 2 ICONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 14 EA � --� EXISTING WALL EVE, END VERTICAL CURVE CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 45,0009 - ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 8 CONSTRUCT CATCH BASIN PER SD PLANS 35 LF DIRECTION OF FLOW FG FINISH GRADE ACCEPTANCE IS GRANTED. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 9 CONSTRUCT GUTTER DEPRESSION PER SD PLANS 85 LF -100- EXISTING GROUND CONTOUR FH FIRE HYDRANT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 10 CONSTRUCT DWY PER OONTY STD. 207 81 EA FL FLOW LINE 12 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL SEE DWY DATA TABLE ON PLAN M DRAINAGE SWALE CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHT-OF-WAY. BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE _ FS FINISH SURFACE 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 170 LF TOP OF SLOPE BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE �21-7- SLOPE RATIO 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLANSN A GB GRADE BREAK MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM SCALE TOE aF SLOPE ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 14 PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE 55 700 SF W GUTTER LIP INSURANCE, REQUIRED BONDING FOR PUBLIC 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SHEET 9 550 SF 0 100 200 00.00TC PROPOSED ELEVATION fi= FEIGFR DL FETAININD I MROVEMENTS. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS.THE ENCROACHMENT PERMIT MUST BE AT 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 2 EA �L_.�.�r:, PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE EXISTING ELEVATION FP HIGH POINT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION WITH SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 7 EA (0.00 T FUTURE ELEVATION INV INVERT AN APPROVED SET OF IMPROVEMENT PLANS �� 13 ITS AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE UNAUTHORIZED CHANGES&USES: THE ENGINEER 0_9S PROPOSED GRADE Mi MAN HOLE PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, Exist StreetNotes + Quantities (oy9%) MOO ,MIDDLE OF CURVE DISTRICT N0. 8 OFFICE OF CALTRANS, PLEASE MAKE L= EXISTING GRADE REFERENCE TO THIS FACT IN THE "GENERAL NOTES" OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF. DESCRIPTION QUANTITY rest Licht Note THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN A EXIST AC PAVING PROTECT IN PLACE N A 100 VC THE ET L ITHIN THER -- EXISTING STORM DRAIN MVC MIDDLE VERTICAL CURVE SECTION OF THE IMPROVEMENT PLANS. WRITING AND MUST BE APPROVED BY THE PREPARER OF B EXIST GUARD RAIL TO BE REMOVED 1 EA PI 0 11+95.00 EL= 1335.80 IMPROVEMENT PLANS ARE FOR REFERENCE ONLY. ALL STREET NG NATURAL GROUND THESE C EXIST CURB AND OR GUTTER PROTECT IN PLACE N A PI- o 0 0 0<=o0 0 0 0 LIGHTS WILL BE CONSTRUCTED PER SEPARATE PERMIT. PROPOSED HANDLE OC ON CURB 0 EXIST CURB&GUTTER AND OR AC TO BE REMOVm 2460 SF a v1 a ' - PLEASE REFER TO THE APPROVED STREET LIGHT PLAN _ EXISTING MANGLE_ PAD PAD ELEVATION S cial Notes E EXIST POWER POLE PROTECT IN PLACE N A <n rn�°mN a N g PROPOSED CATCH BASIN PCC PORTEND COJCETE CEMENT 1 THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS Notice F EXIST STREET LIGHT PROTECT IN PLACE N A +vi ± �o�N N N vi R/W RIGiT OF WAY CONFORMING TO THE CITY STANDARDS. BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR G EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE N A M '-M M N n n '-M PROPOSED FI(Zc:HYDRANT 2 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, H EXIST PLANT OR SHRUB ONSITE TO BE REMOVED N A __ Sheet Index STA STATION TO NOTIFY THE ENGINEER TO INSTALL STREET QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, I EXIST MANOiDLE PROTECT IN PLACE N A G1=� �L/4 �G2 SHEET N0. DESCRIPTION STATION !-� -� ITEM TO BE DEMOLISHED TC TOP ff CURB 0.50� CENTERLINE MONUMENT AS REWIRED BY RIVERSIDE AND SHALL REPORT ALL DISCREPANCIES TO THE J EXIST MNWOI-E SEE UTILITY PLANS 1 EA 0.97% 1 TITLE SHEET N/A 6'HIGH WZ0IJGIT IRON FENCE IF TOP OF FOOTING COUNTY ORDINANCE NO. 461. ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. K EXIST SIGN PROTECT IN PLACE N/A HP= 2 COURTNEY LANE 10+00.00 TO 17+00.00 6'HIGH WOOD FENCE TRW TOP OF WALL RETAINING 3 NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE L EXIST SIGN TO BE REMOVED 1 EA LEGEND 3 COURTNEY LANE 17+00.00 TO 21+72.97 CURB RAM' „ TW TOP OF WALL COURSE OR EXISTING STORM DRAIN INLETS SHALL OCCUR VC=VERTICAL CURVE 4 MANDY COURT 10+00.00 TO 13+47.47 �C1Y VC VERTICIAL CURVE DURING THE RAINY SEASON UNLESS ADEQUATE Street L• ht Notes + Quantities N EXIST FIRE HYDRANT PROTECT IN PLACE N A 5 KYM COURT 10+00.00 TO 11+25.83 -- 01 DESCRIPTION QUANTITY 0 EXIST WATER VALVE PROTECT IN PLACE N A G1=INCOMING GRADE MAKENNA CT 10+00.00 TO 11+39.28 EXIST AC PAVING(PROTECT) O EXISTING ITEM TEMPORARY/PERMANENT FACILITIES HAVE BEEN APPROVED G2�UTGOING GRADE - 1 INSTALL 95OU LUMEN, 100 WATT, 120 VOLT TYPE FPS 20 EA P EXIST FENCE PROTECT IN PLACE N A 6 CLEMENT STREET 10+00.00 TO 14+77.15 [ ] FUTURE ITEM NANDEAREST INSTALLED TO CARRY SURFACE WATER TO THE RESIDENTIAL LUMINAIRE PER COUNTY OF RIVERSIDE STD.1000 Q EXIST FENCE TO BE REMOVED N/A L=LENTGH OF VERTICAL CURVE PROP AC PAVING NEAREST STREET, STORM DRAIN OR NATURAL PI= POINT OF INTERCSECTION 7 AUDREYW99BGREF4 DRIVE 10+00.00 TO 17+00.00 (PP)EXISTING POWERPOLE R EXIST WATER METER TO BE REMOVm 1 EA g gUOREYWgggGq�{DRIVE 17+00,00 TO 22+88.77 WATERCOURSE. HP=HIGHEST POINT ALONG VC 2 INSTALL 22000 LUMEN 200 WATT, 120 VOLT TYPE HPS 2 EA S EXIST WATER METER PROTECT IN PLACE N A REMOVE AND REPLACE 4 INSTALL STREET TREES IN ACCORDANCE WITH THE WHERE SHOWN IN PROFILE 9 MACHADO STREET 47+77,g1 TO 52+34.40 - APPROVED LANDSCAPE PLANS. RESIDENTIAL LUMINAIRE PER COUNTY OF RIVERSIDE STD.1001 T EXIST WATER METER TO BE RELOCATED 2 EA 10 DETAILS&CROSS N/A AC PAVING U EXIST SIDEWALK PROTECT IN PLACE N A SECTIONS N/A 3 EXISTING STREET LICIT PROTECT IN PLACE N/A V EXIST SIDEWALK TO BE REMOVED 85 LF VERTICAL CURVE DETAIL PROP DWY(CONST NOTE#10) IPMSCALE HOR:1"=40' VERT:1'=4' Dv 3-2W•n7 UNDERGROUND BENCHMARK DATUM: EL-24-SOC COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: J PREPARED UNDER THECity of Lake Elsinore SHEET FROM THE INTER. OF GRAND AVE. AND ORTEGA HWWY.(74) NW THE BASIS OF BEARINGS IS THE SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET T�PLANS HAVE CONBEEDITIONS REVIEWED DEVE FOR COMPLIANCE WITH THE ATATE LAWS, AND PERM of DEVELOPMENT AND/OR CITY AND 1wol"Ncivil STREET IMPROVEMENT PLANS ALERT /f HOUSE GRAND AVE THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING NMAP NO. AS SHOWN PER STATE LAws, ANn A PERMIT CAN BE ISSUED. TO HiOUSE N15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP N0. 8099 PARCEL MAP Tf&Cf`�`QSG OF]QSHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LIN( BOOK 29, PAGE 92. NO.C55955 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; �/ /Q� A5- 13vI�T to-zz- Exp.12/31/OB RUBY E. 55955NUNEZ HdCINlfRING SURVEYING LAND tIANRNW4c TITLE SHEET FILE N0. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 ,iL�r✓,G...s•�- OJ19�7 11 ML R.C.E. CS5955 E)( 31/OS MARK REVISIONS APPR DATE 41593 WINCHESTER RD,SUITE 120 Tl].ECULA CA 92590 Twp womw DAYS BFI•DRE 1'00 p6 DATE: 8-26-80 ELEVATION= 1264.941KEN SEUMALO bb`91 EXP. 6 30 9&o7 DESIGNED BY DRAWN BY CHECKED BY DATE.3/15/2007 1951.269.1292 951.269.1164 FAX ::JJ 36. tO r e/4 9 0' L = 1359.63 1+7- _ _ i F 5 Y ET-- - 0-r, r0.0'o V I RETURNS 1.45 L M �0LL' v OD rN� PI O 13+61.45 EL= 1345.99 ci<x��., io� N BM+I°�il a� Ij Noro o�0 8� 'o°G ffiI'a1- EXIST GROUND + • :3 v 'o rno�ImDOo o++°f.m`rpfp'i in •.'Sh .r?:--iO dap O 20 LT OF 1360LT MH �M �M�M�(p0 �m q• MN ar DU - _ _ D pp M �39�. --__ -- ---_ M _.. :2 �M. -..a F ... L fl1.34' - - - PROPOSED 6' TC SEE MANDY CT Z z I- ' TAN=1.00% O 20 LT OF¢ FOR CURB RETURNS- -I�< fO �+n ^N m r- - U Oc z�< =rV-- \ W$�5F (L �„a1 <ui moo Z Ir- e4i v _ $ �Ig 4.481 fD _ OC V� O J r< ro 50'�1C- .� �rNM v ppp <- g� c�10 r 0!V m U O^ _.-. _. 1..45% M- _ ..SEE.}avail,-F _ 40+157..10.. _ .. +o EL= 1359.65 n a - _ _ _ N MN Q -� -- ---_. 100, VC 1.4$% CURB RETURNS - o grw goo<00�<o 00<o< o� c�i PI O 13+61.45 EL= 1346.01 _ r n . p ��pp o Vpp . . EXIST GROUND -�I�'-" --ca' ,D V O N ON a0 N V O NtnO Rm•W�<O Q n N 0 2O LT OF n 'N_ - v< 1.4$%.,. ^ O 4+ n mN m +"I 4 PROPOSED 6" TC 1.45%n N n o- r N m o / EXISTING GROUND n 136OCL m pp �r Iorno m6�o ag 8 - L=139.10' �$p +N -at pp< n U O O 20 LT of z rc� IN r ,F +O !MI IMF MO^OD} OD 4 17 aD M N `< M)U 1 n- J U W - W ___ - � ___-_ __. __ �..•.-4.#6:F_I io _�-•'--•� y r j_---------- PAVING -- nc-W _a_ PROPOSED 1 [� ---{ 0.44x U J M M�D +N V- O W 2.3s \ g< Spy 8in - _ _ $8.. JV' Oj 50: VC 4< q groi < (z..40'. m< 1 n--n w d _ .. ..... 1. _ PROPOSED PAVING.- a+oo - - �U q/4=9.10' EL= 1359.63 MM•rr�� _ 13 59m.6C--I3 0mm - I q--..• -__-. ___._•ram 10u01•UV C m � Cjj � igr� qb eo PI 0 . 1. < F r w F ISTING GROUND EXIST III � vf2 GROUND U ® rnC+°p RT OF o mo in m + D 1360pT •- ROPOSED 6' TC nm L=212.57' � 1 1 + -RT� (0.70% M - a C OC . TAN=1.49% M vi +`� ., \\ nod oo� wr cL) � rn _ ' - _ _ or � \+b 4 N M O N ~'-' + I'I PROPOSED 6* TC _ _ - - _ 8 w ID ten_.- +AId -...- _.. -...__ 1.4 �__.... - _._a22_BLOF q .gam-- --- - -.._ __---- EXIST GROUND - + O 2 RT OF - � 1.66% L=158.97 PROFILE OC HORIZ. 1"=40' s VERT. 1"=4' NORTH ARROW 9 10 11 12 13 14 15 16 17 KEY MAP 18 " TERRACOTA m ROAD W X a r DOURTNEY LANE SHEET 3 12 WABANDATER GNED TRACT NO 33486 yJY!=7 (+ J n (� N -1 m U n U m S �m Sao w�wU Of w 0U - mo w A-OFIr`fWBBBF DRIVE 10+00.00 COURTN=Y LN '� +u� 10 7 o r m' ,n�- , a .r i SCALE -34+73.26 TERRA GOTTA ROAD,o~� A +o n+ o n N M a a m ^a w U Construction Notes 0 40 80 -foU NNNN MANDY CT out .0 ma Dori -� -- N.T.S. DESCRIPTION Fl/ '� / o; ^m �'r N M SEE SHEET 4 n ran M M v_w�i 1 PLACE 5 AC OVER 11 CLASS 11 BASE PAVING TENTATIVE T / / �+a 2 PLACE 3.5 AC OVER 8 CLASS II BASE PAVING TENTATIVE SEE DETAIL "A" / 2g 02 / I I Y� Nn EXISTING AC&PAVING 2' MI COUNTY STD. 200 THIS SHEET--/ 2 6 I I 12 /� 13 '1�'M 4 CONSTRUCT�a 15 1 $/�.�, m 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 v ®� 92 '�Fj S�• N F 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 6 a . 401 _113 5 _ / _ � ��_ _ / w°? 8 CONSTRUCT CATCH BASIN PER SD PLANS 12" WATER ST AA - 9 CONSTRUCT GUTTER DEPRESSION PER SD PLANS �L7 L �C P 9 96 2 �o ® ., .:: ., .. r con cm 10 CONSTRUCT DWY PER COUNTY STD. 207 2B 4 7 ST-LT S• 5 0,� 7 413 --' F SEE DWY DATA TABLE CAN PLAN ANDO 12 WATER 73• co 36 12 '• '• '� 13 17 - N N83°26'09"E 14 l `� 15 gT{T y +o m 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 17 "' "I - - 2 ,o w 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLAN ¢ O3 12+62.76 ATY LN o 2 i/ QZ ( 6p _ 7 4 10+00.00 MA YICGT N ST-LT Y- 1'yR2• \ +M 15 CLASS DETAIL ON SryETT9VE 3p, ^� CJJ � "` <;, ;,_,:. n� 38 As 5 17 i6 CONSTRU T UNDERSIDEWALK DRAIN PER COUNTY STD 309 A 2O• nW N p - _ _ _ _ - ` � y 7 \ 17 INSTALLC STREET NAMEESIGN PER CITY DWG NO 201 82 / L=81.28' h'. 60.00 23.4 L 61.60 12 "8g 12 17 p ,� I ,, �� Exist StreetNotes M��^ OM cno • mr I 81 E� v� I (� "W \ 19 +� +m n v R Q 81 A2 ? DESCRIPTION DRIVEWAY DATA 70 0 o M no^ I (EXISTING RESIDENTIAL) I 80 79 2 O A EXIST AC PAVING PROTECT IN PLACE LOT# DWY STATION WIDTH �Mm C y / 0� B EXIST GUARD RAIL To BE REMOVED 1 STA: 11+27.13 16 =` +ro o c� U U a rn^4 I m UJ m U U o / 70 / lj X C EXIST CURB APD OR GUTTER PROTECT IN PLACE 2 STA: 1 1+66.41 i 6 n w w m I CC77 D EXIST CURB&GUTTER AND OR AC TO BE REMOVED 77 STA: 16+71.92 16' "\ U N O M +'ri '- `O coo n a / S2 E EXIST POWER POLE PROTECT IN PLACE 7B STA: 16+19.40 16 q TERRA COTA RO 20') + n n +co ui + ui v <'�•` { /� "` F EXIST STREET LIGHT PROTECT IN PLACE N oN nail �' ma / V�tr 79 STA: 14+57.35 16' N nn +n / 7 - • G EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE 80 STA: 14+27.35 16 2 N 16 2j.. H EXIST PLANT OR SHRUB ONSITE TO BE REMOVED 82 STA: 11+05.67 16 I (18') EXIST EDGE OF TRACT NO 33486 i�/w I EXIST MANHOLE PROTECT IN PLACE 83 STA: 10+77.67 16 w (18' 0 2' SAWCUT LINE GUTTER w C' y�r• J EXIST MANHOLE SEE UTILITY PLANS REMOVE AND n��' CURVE DATA n w �� �� a< REPLACE EXIST 5 / / n `v K EXIST SIGN PROTECT IN PLACE r , w��• l EXIST SIGN TO BE REMOVED O DELTA BRG RADIUS LENGTH REMARK m w wo AC PAVING Imo ` N EXIST FIRE HYDRANT PROTECT N PLACE 1 A= 83°25 21" 25.00 36.40' 6"CURB & GUTTER n m 5 COURTNEY LN "' Courtney Lane 2 0= 82*30'19" 25.00 36.00' 6"CURB&GUTTER J o 3 I 2 '? O EXIST WATER VALVE PROTECT IN PLACE P EXIST FENCE PROTECT IN PLACE 3 A= 28°27'48" 320.00 158.97' 6 CURB & GUTTER /� Q EXIST FENCE TO BE REMOVED 4 0= 28 27 48" 280.00 139.10 6"CURB & GUTTER SECTION B-B R EXIST WATER METER TO BE REMOVED 12 6� 43 29'54" 280.00 212.57' 6-CURB &GUTTER STA: 10+00 . 00 TO 1 7+00 . 00 LIV EXIST WATER METER PROTECT IN PLACE_ 13 0= 16 21 14 320.00 91.34 6 CURB & GUTTER EXIST WATER METER TO BE RELOCATED 19 0= 12 44'40 320.00' 71.18 6 CURB & GUTTER (30. » �� EXIST SIDEWALK PROTECT IN PLACE36 0=- 28°27'48" 300.00' 149.03 CENTER LINE �I D DETAIL A EXIST SIDEWALK TO BE REMOVED 38 0= 43°29'54 300.00 227.76 CENTER LINE C . NOT TO SCALE �,140 4v 5-sY•07 BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: Q ES o PREPARED UNDER THE City Of Lake Elsinore SHEET UNDERGROUND FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA CONDITIONS 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET THESE PLANE HAVE BEEN REVIEWED FOR NT AN COMPLIANCE TTH rIf �y N 2 APPROPRIATE coNDloNs OF DEVELOPMENT AND/oR C ITY AM """ STREET IMPROVEMENT PLANS 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. TO HOUSE #15810 GRAND AVE; 25'+ W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP - rrBCi86 OF]_QSHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2'+.N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. NO.C55955 -• - "- zz-19 1-800-227-2600 FENCE; 7'+NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; AS-BV/<T Exp.12/31/08 RUDY E. NUNEZ ENGINEERING SURVEYING LAND PLANNING COURTNEY LANE FILE NO. q CIMIL \Q' R.C.E. C55955 EXP 2/31/O8 41593 WINCHES TER RD, SUITE 120 TEMECULA CA 92590 1't S OF SURVEY MARKER POST. DATE: 8-26-80 C( p3/ MARK REVISIONS APPR DATE 7F'gc-OpL\F DATE 3 07 951.269.1292 951269.1_164 FAx STA: 10+00.00 TO 17+00.00 O -13 mWORM DAYs BEFOI✓E You on ATE: 8-26- 0 T = 4.94 KEN SEUMAL 691 07 DESIGNED BY DRAWN BY CHECKED BY r - - o0 �'S`�•t� a0 M PROPOSED-6`TC 0 7 \ 89 39.27' 135OLT O 20 LT OF q �,m •N as=9.62 1350E T -- - - -- - - EXIST GROUND n W �� 0-0 0 0 I-m O 20 LT OF °i O1 0'.,'� �-0 oIc O I 1.6D% M !3 Jq try�M g0 - - g o 0 EXISTING GROUND. 50 VC I-o + - 8 PI O 21+02,97 Z" W M - S D A - -+M J �• O N Qa Qr1335.96 §�m 135OCL 1350CL PROPOSED PAVING - _ n - -- - 4 - _ - - - NYjO tO �'}�NM YN 8" -MN NMN M��D + +�p?MC 17+ .- - U 2s z.00x - - - C - - - - - - _ _ -0o0 EXIST GROUND - c o � O 20 RT OF k 21 mrn - - E- o r0 �9.27' PROPOSED R 6• TC 135ORT 1350RT - 0 20 RT OF g N 4 9.82 88 - 1- - - - - - - NMI 1 t0 8 < 0 Q OUZWO NM M 1 PROFILE HORIZ. 1"=40' VERT. 1"=4' NORTH ARROW 17 18 19 20 21 22 KEY MAP 9 g -- -- -7 JN K COURTNEY LANE - N l_ �M ,7•s �'I' S s TRACT NO 33486 "1' o� 0 N�CLEMENT STREET AUDR&)*e9BEREsT DRIVE ZN 0- NN ?0 SCALE 1 mN^3 N n n 1 s SEE SHEET 6 4D 6D O 1 18 19 20 21 22 23 24 `` 26 / -- N.T.S. O ON1 - 7 '•A O w '14_4 60.00 60 00' s .00 60.00' 60.00' 60.00 so.00 1334 66 w FL = 27 DRIVEWAY DATA o N o sr Lr 7; a . s 20 1334. 6 0 w 17� ��Z 18 19 N53 3'S7"W 20 21 LOT# DWY STATION WIDTH 78 STA: 17+62.97 16, U1 - H .`° - ' I EAT A4 F18 RCP'y I. 1+72.97 COURTNEY LN 1334 13+00.00 CUBENT STREET 19 STA: 17+92.97 16' PER SO PLANS---,6 21 5 m FL INT 20 STA: 18+82.97 16 LINE "A" 21 STA: 19+12.97 16 22 STA: 20+02.97 16 'C 14.29 60.00' 60 00 60.00' 60.00 60 00 60 00' 50.13 PLANS 2� PER SO 23 STA: 20+32.97 16 5 0 0 28 24 STA: 20+92.97 16 76 75 74 73 72 71 Q } 7a STA: 20+s2.sa s 71 STA: 20+32.84 16' / 72 STA: 20+02.84 16 f �I N STA: 19+12.84 16 az 0 0 74 STA: 18+82.84 16 J tom,UI- UI- z N^m T w m 75 STA: 17+92.84 16 °'.co rn - 0 76 STA: 17+62.84 16 TRACT NO 33486 m,o M (+Y M M Construction Notes U� I I I DESCRIPTION o n3 1 PLACE 5 AC OVER 11 CLASS II BASE PAVING TENTATIVE N^ 2 PLACE 3.5 AC OVER 8 CLASS 11 BASE PAVING TENTATIVE N M 3 SAWCUT EXISTING AC PAVING 2 MIN 4 CONSTRUCT 6"C &GUTTER PER Co ur to e Lane SM 5 CONSTRUCT CROSSRGUTTTER PER COUNTYUNTY STD.S209 200 • 9 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 STA: 17 0 0 . 0 0 T O 21 7 2 . 9 7 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 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLAN CURVE DATA 4 PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE O 1 DELTA BRG RADIUS LENGTH REMARK 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SHEET 9 20 n- 90-00'00" 25.00 39.27" 6 CURB &GUTTER 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 21 0= 90'00 00" 1 25.00 39.27 16 CURB &GUTTER 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE Cityof Lake Elsinore SHEET UNDERGROUND ES p APPROPRIATE CONDITIONS OF DEVELOPMENT AN)/OR CITY A SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F, •N(7 l SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET ND 3 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. STREET IMPROVEMENT PLANS TO HOUSE#15810 GRAND AVE; 25'+W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP '` 7q� Tract 33486 OF1QSHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. NO.C55955 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; Q .5L)7L ID� h Exp.12/31/OS RUDY E. NUNEZ ENGINFWNG SURVEYMG LAND PLANNING COURTNEY LANE FILE NO. D - sf CIVIL �! R.C.E. C55955 EXP 12/31/08 1't S OF SURVEY MARKER POST. DATE: 8-26-80 QA 03 11 0o MARK REVISIONS APPR DATE A�aF 7F 41593 9WINCHESTER51.26 .12 RD, SUITE51. 120 TEMEcuLA CA 92590 STA: 17+00.00 TO 21+72.97 �'•"'-I ED1.WDFM4 DAIS BEFORE YOU DIG DATE: - - 0 ATION= 12 KEN SEUMALO R._. 6915 E�30 600'f DESIGNED BY DRAWN BY CHECKED BY DATE 3 15 7 s5t.zss.tzsz 951.269.1164 FAx L-13 .48' PI O 13+99.61 --. 37.89' -50.00' EL- 1353.21 p.Sz 4-99 L=176.95' L=18.14' U 4 F o OC UU UU mN I Wi- N 1. U U m I- W F- m 1355LT N� . S'� T 'M n m 1355LT EXISTQ;IOUD pw~ pv Dm Iv r i _ - _ - _- _ 1.50x 0.50% - - - - 0.50% 0.50% IDENTICAL POINT PROPOSED 6" TC L=78.46' SEE 6" TO PROFILE BELOW Fz O 20 LT OF q DC FOF CONTINUATION OF ------ -{ - ---- t 183r48 - ----- _.. 50' VC _50' VC __..-_ ._..PROFILE- - - 0C PI O 12+94.01 PI O 13+47.47 o a o 50' VC EL= 1352.62 EL= 1353.55 n Un UUU IV PI O 10+74.78 U^Ut&7 ca,n U m a'+'<>a> N EL= 1351.49 c� o<'D< a .< Nvn NW 1355CL J JmoN<maNa°n°< �a q� n �� h� 1355CL -_. 't0'• Si:7 Si'J Ol MtN00} Off+ Ol t0 ( ING GROLW�D �S ��(1 Sn�z Qn+ pS� �oOo NOOo QIDO S^� N M M M 0.53% - �. TAN=1.74% < .00% < 2.0 3OA% PAVING o C4 .0M 5O' VC M M MTp PI O 21+02.9 w� L=151.71' L=39.06' O2 EL= 1335.98 U s L�-�0.00' CID OC 1355RT 4=,D.z6 Fmsa���� m EXIST GROUND N f }- ---- _ _ - 1355RT 0,50% y o.54% o.50x - - , _ - 0.56xLT OF q - - - IROPOSED 6" TC IDENTICAL POINT B IO 20 LT OF q SEE 6" TC PROFILE ABOVE FOR CONTINUATION OF TAN�3.67 PROFILE i PROFILE ! ii HORIZ. 1"=40' �'.. f VERT. 1"=4' NORTH ARROW 9 10 11 12 13 14 KEY MAP -- -- -7 COURTNEY LANE N .y 'n N <n vI °°m > F o SFEET 3 z cf o +N g y^ w N^ N �M M�M .J J Y U Qp 10 mF 4 n t. AUCREYW999GREST DRIVE ` SCALE U O r M 3 N M L= .42' 0 40 80 N N N O M I J J AV �. ,I -J/ -- o M o o I L=38.75 19.14' 44.74 50 ...; F N.T.S. vN r a `l tia 7 4 ST LT ^o 07 13 1a ® 11 N28°28'36"E 72 20. U J ti ST-LT \ 351. 5..6 L=67.92 21.46 18.06 DRIVEWAY DATA 10 350.4 11 s ���3' I o 0"<, �g LOT DWY STATION WIDTH 10 � 8.58 8 1� 3 STA: 11+60.26 16 12 n 4 STA: 12+13.75 16 \ \ �` ~' \ n W W m o 10+00.00 MANDY CT ro o m P m w v 5 STA: 12+43.71 16 \9. - ` o COi 1 o ri n.0 no 6 STA: 13+37.65 16 =!�1 I NT J6 COLRTNEY LN S 5 `�`� a o O N rn N n �ci 0 i +O_ 7 STA: 13+70.34 16 \ �' \ \ 8 STA: 13+65.20 16 C 17 - \ U n N N N N NN N 10 M M Q 9 STA: 13+32.31 16 81 M I'1 n ,0 STA: 12+45.90 16 11 STA: 12+08.35 16 (EXISTING RESIDENTIAL) `- v M ,2 STA: 10+90.41 16 �� o� TRACT NO. 33486 -Construction Notes \ mIIIDESCRIPTION CURVE DATA ' 1 PLACE 5 AC OVER 11 CLASS II BASE PAVING TENTATIVE 2 PLACE 3.5 AC OVER 9-CLASS II BASE PAVING TENTATIVE DELTA BRG RADIUS LENGTH REMARK `/ o M 3 SAWCUT EXISTING AC PAVING z MIN 5 � 86 50 30 25.00 37.89 6-CURB &GUTTER n /^� 11 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 6 0= 31 52 57 318.00 176.95 6 CURB &GUTTER Mandy ( -O ur r 7 09 16 48 112.00 18.14 6 CURB &GUTTER v ` 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 8 a 209 15 52 36,00 131.48 6 CURB &GUTTER 6 CONSTRUCT CURB RAID CASE B PER COUNTY STD.403 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 9 a 19 59 04 112.00 39.06 6 CURB &GUTTER 10 &- 30 49 27 282.00 151.71 6 CURB &GUTTER STA: 10 00 00 TO 13 47 47 8 CONSTRUCT CATCH BASIN PER SD PLANS 11 A-- 94 13 01 25.00 41.11 6 CURB&GUTTER + + 9 CONSTRUCT GUTTER DEPRESSION PER SD PLANS 10 CONSTRUCT DWY PER COUNTY STD. 207 12 0= 17 i6 49 177.24 53.45 CENTER LINE SEE DWY DATA TAELE ON PLAN 37 G= 35 02 27 300.00 183.47 CENTER LINE 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLAN LINE DATA 14 PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE DELTA BRG RADIUS I LENGTH REMARK 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SFEET 9 1 N48°27 40 E -- 50.00 6 CURB&GUTTER 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 2 N19 11 48 E 11 50.00 6-CURB &GUTTER VqA b V J"?Y•U7 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: SS PREPARED UNDER THE City of Lake Elsinore SHEET 0 C SERVICE FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE DIM�����!REVIEWED FOR COMPLIANCE Wi1ti THE �� SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, ALIFORNIA 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND4 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. ? � TM STREET IMPROVEMENT PLANS TO HOUSE #15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP Tract 3M6 OFJGSHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N of 5' HIGH CHAIN LINK BOOK 29, PAGE 92. N0.C55955 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; A5- BUIL la-ZZ- E>qI.12/31/08 RUDY E. NUNEZ WGQ�ING SURVEYING LAND PLANNING MANDY COURT FILE NO. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 Q MARK REVISIONS APPR DATE 'Ip CIVIL \ R.C.E. C55955 E 12/31/08 41593 WINCNESTER RD.SUITE 120 TEA£CULA CA 92590 STA: 10+00.00 TO 13+47.47 1W0 wORKR1G DAYS = 1 64.94 KEN EUMALO R.C.E. EX T DESIGNED BY DRAWN BY CFECKED BY DATE 3/15/2007 951.269.1292 951.269.1164 FAX �1 �� d i L=81.79 L=137.61' ."LT `_-."14 -. _0& -._. -1344.50 .�l1L�E_SAC -_____ _--_ _- ___-_ __.. - ___ __-_- 4-�� o nU W/ CL, InN EL= 1330.6o0 CUL-DE-SAC EXIST GROUND 7b _ L=23.47 L-140.95' p _-._-------- EXIST GROUND M - - . L-50.00' 0' V _._ .. w 11 37.98' PI O MOC N r Nr >rIon J o/4=9.50 U ro- o U a rz w U r 00 VARIES LT OF rn M m m i°Imo`. '�� n M �Wr >r 3r r o N + a _- - - - - Uo r °om - _ - '0L '$ o m orn - - -�M-- - - rn- -a?� - - a 0 e4 a a� rn C A vM 1345LT �r V ms M O n ri �a < I < �� 1345LT 1330LT , - - - - -,- O.SD% .'+ rn M m +M a o _ `t M - 00%� n 0.50%p1.00% _. -- --- - __-_ __.. _-_.... .. . __.__ -_...- M M M1330LT !U o _ 1.00% - - - rnrurirel ImTNr n 1.00% 1.00% ��< VARIES LT OF �E 6".•TC PROFILE BELOW PROPOSED 6" TC IDENTICAL POINT C < 50' VC FOR CONTINUATION OF VARIES LT OF q SEE 6' TC PROFILE BELOW w) PI 0 11+ L=85 39.28 PROFILE 50' VC FOR CONTINUATION OF _.$ N-- EL= 1330.95 PI 0 11+25.83 PROFILE ��� .01 r z U __--_ -EL--=-1344. r OC -.-_N a� o> 0J6 �oz U 10 rnmN pW Mfg EXISTING GROUND nm a>< < n // LEXISTING •�M�M O OKQ 0 gn'aNlq IA Q / NID o M OJ OJJ - - '-" - - - - - - - •� [A Q C2 _ 1345CL _ - *3 ++ O+N f N N N - -�M'�! M 1345CL 1330CL - - O M 1,62% ` -_. 1330CL - - 2 -- -_ PROPOSED PAVING m< 2.00% + 66 0 o M O 200x' < 2.00% i PROPOSED PAVING r`�i 0-q +M 0 wt v ( 31 L=28.77' L=50.00' 37.98' L=50.00' EXIST GROUND / U VARIE$LT OF / ��. OC ~ aUWD N V r n/4-9.50 Q�r a o m °J°o' EXIST GROUND rr r r r 60 w wo / r�Wp ao a `mM' ODnM ! `8 VARIES LT 1345RT - - - - - - - - J~ N w`- - - W 1345RT 133ORT , 2 M M M -- M - - - 133ORT _ _ �.7a% - - --m _ _- t -- _ - _ r t1a4%- -- Nr:� N N c�ij Is_ - - - - - 1.00% PROPOSED 6' TC IDENTICAL POINT D mo" r�i I� r`5 1• 1.50% VARIES T OF . IDENTICAL POINIT C SEE FORTCONNT PROFILE OF 1.45% PROPOSED 6' TC SEE 6' TC PROFILE ABOVE PROFILE VARIES RT OF q FOR CONITINUATION OF PROFILE PROFILE HORIZ. 1"=40' VERT. 1"=4' NORTH ARROW 10 10 11 12 9 10 11 12 NORTH ARROW TRACT NO. 33486 NW m z W���,,,r\�E-y/TrRACT NO. 33486 Z z av~i 'r'o r'M mo ma TTCLJ 1 Mr N� 2 z COURTNEY LN �6 Zi M �M N M N DRIVE m SEE SHEET 2 NM 14 'o oM OM �M oN +N mR t o SEE SHEET 8 m M +o M +U n z S 11 13 15 33 ±M �a 79 SCALE T L 1 ZO.Yq' L-34.55' 1 M 34 n o SCALE 0 40 80 _ - ` 29 \ / Q N1 0 40 80 L 20.96 _ _ i 1.01' ,2; YP)10 9� LINE 'A' 1 29.1 - 7 81 Ro L" PER SD PLANS FH '. AV 35 14 44 1 2.07 14 6 15 �-C� c� 1 28..9 28 6 .m 2 O 4 7 78 FL 10 N16°59'23"E 11 6 / ? 10+00.00 MAKENNA CT F 10 �A WOODCREST DRIVE kAN11°6 38"W 6 41%1 0 10+00.00 KYM CT FL 1.83 18 C c� INT i 28.8 31 6 ST-L ST-LT =15+89.12 COU2TNEY LN 7 Construe ion Notes w , ¢ INT 5 4 ST-LT V m C) DESCRIPTION o .9 L-20 U i� m 10(TYP) 29 Q- 1 PLACE 5 AC OVER ii J CLASS IT BASE PAVING TENTATIVE 41.6g�� -17 �6 2 PLACE 3.5 AC OVER 8 CLASS 11 BASE PAV[NG TENTATIVE �\ V �066 o� ��' ��( C� 3 SAWCUT EXISTING AC PAVING 2 MIN 17 Zg 36 / \ I 17 �2 \=/�4 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200I $ 77 N 3 Q 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 (� 2/ I I 1 6 �QJ 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD. 403 3" U I o o o m h�� 7 CONSTRUCT SIDEWALK PER CWNTY STD. 401 c� 21 car or w, cs� oI- u o0 m w v rn a L;m 8 CONSTRUCT CATCH BASIN PER SO PLANS m ro w N 38m I tO m c�i n ri w ri �Q� "�it 9 CONSTRUCT GUTTER DEPRESSION PER SD PLANS �'�? •n o o 37 N M M y 0 M f M 2 J i 10 CONSTRUCT DWY PER COUNTY STD. 207 m N M N r N u oo + o In.2 4 SEE DWY DATA TABLE ON PLAN m M 1v +M m o I DRIVEWAY DATA 10 tO a r + 2�a� 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 rn v N M DRIVEWAY DATA 10 +o 7 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLAN +o n� LOT# DWY STATION WIDTH LOT# DWY STATION WIDTH 14 PLACE 3-AC OVER 6 CLASS It BASE PAVING TENTATIVE + 34 STA: 11+47.09 16 13 STA: 10+79.77 16 TRACT NO. 33486 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SHEET 9 35 STA: 11+75.62 16 14 STA: 11+26.29 16 16 CONSTRUCT UDDER SIDEWALK DRAIN PER COUNTY STD. 309 TRACT NO. 33486 336 STA:7 STA: 11+82.34 16 15 STA: 11+21 2 16' Kim Court 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 16 STA: 11+21.25 16 KEY MAP A K L NNA 38 STA: 11+32.91 i6 17 STA: 10+91.12 16' 39 STA: 10+93.72 16 LINE DATA r r Court LINE DATA O DELTA BRG RADIUS LENGTH REMARK STA: 1 0+00 . 00 TO 1 1 +25 . 83 t La Q DELTA BRG RADIUS LENGTH REMARK 1 N33°14'59"E -- 50.00 CURB &GUTTER COUR�Y LANE ' y Q 1 N15°42'17"E -- 50.00' 16 CURB & GUTTER SLEET 3 r STA: 10+00 . 00 TO 1 1+39 . 28 2 Nit 46'38"W -- 92.81 6 CURB & GUTTER 2 N00 43'46 E -- 50.00 CURB &GUTTER �- z g CURVE DATA w CURVE DATA DELTA BRG RADIUS LENGTH REMARK is o= a7 03 06" 2s.ao 37.98 cuR6 &GUTTER DELTA BRG RADIUS LENGTH REMARK 15 0= 12°00'29" 112.00 23.47 " CURB &GUTTER AVOREY W0 DRIVE 28 0= 86 41 21 38.00' 37.83 6 CURB & GUTTER 29 0= 207 28'54" 38.00' 137.61 6 CURB & GUTTER 16 � 2IZ31'13" 38.00' 140.95 CURB &GUTTER 7 30 0= 14°49'S8" 1 5.00 41.37 5 CURB & GUTTER 17 0= 12°00'29" 112.00 23.47 CURB &GUTTER 31 no- is 49'24" 25.00 47.37 6 CURB & GUTTER 18 0= 87°03'08" 25.00 37.98 CURB &GUTTER -� --AV 3.2ro� N.T.S. 41 A= 27°28'41" 177,26 85,01 CENTER LINE �.14a BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA 5 FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE Paws HAVE eEfr1REVIEWED FOR COMPLIANCE WITH TIE SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET e y APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND z�'�"�a STREET IMPROVEMENT PLANS 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. _ « TO HOUSE #15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP 4� i,` Tract s OF�QSHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. N0.C55955 - KYM COURT S- SL)/LT Ib. Exp.12/31/OS RUDY E. NUNEZ STA: 10+00.00 TO 11+25.83 FILE NO. -800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; / _ 9 / A zi l9 ENGINEERING SURVEMG LAND PLANNING 1't S OF SURVEY MARKER POST. DATE: 8-26-80 /9'!�_"/J-�� / - o� i9 07 MARK REVISIONS APPR DATE lF CIVIL R.C.E. C55955 E 12/31/08 MAKENNA CT 4 CA�7F 41593 WI1.269.12 RD,SUITE 120 164 FAX CA 92590 Z wmw Dm WfE> you Do T - 6-80 ELEVATION= 1 KEN SEUMALO .C.E. 56915 X 0 e7 DESIGNED BY DRAWN BY CHECKED BY DATE 3 15 2007 s51.2ss.lzsz ss.2ss.nsa EAx STA: 10+00.00 TO 11+39.28 �i'��J i EXIST GROUND 100' VC 39.27' 0 20 LT OF q PI 0 11+95.00 EL= 1335.78 $r•a v+� +~ 2 pwv � M 9m - - - -8 N_ m �NN ffiQ"MO g~n n�o~I�Lp��y(I a7a0 F UW UF- NN FOR�W .N} aM 1335LT ,.35% t2 � D.57% _ _. D.50% �'^- - - - - - - - - , ` M 1335LT (0.83%) - 0 20 LT OF¢ N?< EXIST 8" zrN 020 LT 100' VC M�N EXISTING GROUND PI O 11+95.00 EL = 1335.80 00 M ppo o< < < < , OM NN �rn2 06 poU O¢ OJ pJ N� �Of'1'N fD <N O M7< N n^ O U' 0 C7 O Op + �� Of N+ + �e7�NNM M^� _ - .- O^ O O "M TM ._ M^M M - _ < Q QSNa+e + +<O " Nf0+ - _ 1335CL ^M !M - o.5ox - - - -= - " -u S f v f; "M 2 M M 1335CL - - �.97% PROPOSED PAVING t(0.)4%) S- �(0.39%)� 0 q EXISTING PAVI © EXI 3T GROUND 100' C L 79.8' 0 39.27' O RT OF q PI 0 11+95.00 = 1335.78 -- 4=9.82 7-- 1335RToo U 0 0t RT OF F 4 INN ONoww t0 T� ± •-NNI[] NN MN O� FOR xdNd' 1' ^M � aAWWwM - - _ M M EXIST GGROIXF)C'D + +e7 o - 0 so% - - _ 1335RT 1.35x PROPOSED s" TC - •5 0 20 RT OF 9 (0.59%) I i PROFILE HORIZ. 1"=40' VERT. 1"=4' NORTH ARROW 10 11 12 13 14 15 NW TRACT NO. 33486 w � _y�uEH�Lr [ GRECT WhI�Io my wo mo wo mo - ��`��, O H O F o' O f n H N H o h NZ H SLY n DRIVEM^ OM 000 o00 Ww Tw OM 'Om M] I dM) o! a COURTNEY LN j" ^� d'N as WN NN NN +M +M +M +M +M +M +M +¢M +on SEE SHEET 7 M O M M N M M SEE SHEET 3 M M M aw M ItEj SCALE " "^ ^~^ TRACT NO, 2004J Construction Notes 0 40 80 '`i o 69 `° 70 0 { 0 24 0� p N1 ��v0/87�£38 8" WATER DESCRIPTION o PER SD PLANS PER SD PLANS 18'RCP r N '~ Lot 27 1 PLACE 5 AC OVER it CLASS I]BASE PAVIHS TENTATIVE o - `� A 2 PLACE 3.5 AC OVER 8 CLASS II BASE PAVING TENTATIVE N LIPS "A" LAT A4 N 120.61 50 m FL 4 29 2� T05.00 �L7- _= t05.90- / - / -P U R/W\ 4 CONSTRUCT 6" RB Ac GUTTER2PER ICOUNTY STD.200 o / 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 AV 6 CONSTRUCT CURB RAMP CASE B PER COUNT STD.403 Y -4 13 4.02 24 6 24"RCP o m 4 7 ST-LT ,�'S°i' S �y 17 p 4 7 B 01 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 ''. FL 0 - -- = 11 - "� -12 Ft, i "�6 sb' - N 14 2 L--A 15 C N 8 CONSTRUCT CATCH BASIN PER SD PLANS 10+00.00 CLEMENT STREET ~ m -� 13+00.00 STREET ~ o - I 3 o 9 CONSTRUCT GUTTER DEPRESSION PER SO PLANS KEY MAP =,�+92.30 WBBBfRE5+DRIVE i :75 6 O 21+72.97 COURTNEY LN N36 56 03 E J - - 10 CONSTRUCT DWY PER COUNTY STD. 207 NT qupREy _ FL 25 ST LT •L �l N 4 7 INf TYP 10 N ro ST LTSEE DWY - - - - _ W 49 0 .,.) .._, _ ., -12- R/W 12 CONSTRUCT 6TAACABERM FERFER CIXMTY STD 212 n 5 13 TAPER MAKER PER TRACT 33486 SI C-NING k STRIPING PLANS d' w 115.67' 6000' / 60.00 60.00' 60.00 65.00' 13 TYP 14 PLACE 3 AC OVER 6 CLASS 11 BASE PAVING TENTATIVE r 15 REMOVE k REPLACE AC PAVING PER DETAIL(N1 SHEET 9 COURTNEY LA In N a '`' Z I o 0 0 ( p1�jJ Fj1/Y EXIST UTIL T T 3 l a a 30 I 29 g 28 27 N 26 I 25 Nr 8" SEWER 16 CONSTRUCT RESTLINDE SIDEWALK DRAIN PER COUNTY STD.309 Z C 17 m '� 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 �1 ti �% � � �o o 94 � � roewo `rilemo xis Streetes DESCRIPTION gUDR Y DR VE mM ma +� +�~v +~.rri B EXIST AGARDVRIA"IL PR00 ACT IN PLADCE 1�M N M -n :toz ~ �z nn C EXIST CURB AND OR GUTTER PROTECT IN PLACE M M K M --� -- N.T.S. ,�� p ruj L=79.8' w D EXIST CURB k GUTTER AND OR AC TO BE REMOVED TRACT NO. 33486 E EXIST POWER PqE PROTECT IN PLACE 10:1 TAPER F EXIST STREET LIGHT PROTECT IN PLACE G EXIST PLANT OR TREE L"SIIE PROTECT IN PLACE C11emen Street H EXIST PLANT SHRUB ONSITE TO BE REMOVED DRIVEWAY DATA NI EXlsr MANHOLEPROTECT IN PLACE J EXIST HANDLE SEE UTILITY PLANS K EXIST SIGN SMILUI IN PLACE LOT# DWY STATION WIDTH IFEXIST SIGN TO BE REMOVED 25 STA: 14+15.67 16 STA: 10+00 . 00 TO 14+77 . 15 N EXIST FIRE HYDRANT PROTECT IN PLACE 26 STA: t 3+55.67 16 27 STA: 13+25.67 i6 D EXIST WATER VALVE PROTECT IN PLACE 28 STA: 12+35.67 16 P EXIST FENCE PROTECT IN PLACE EXIST FENCE 0 BE REMOVED 29 STA: 12+05.67 1 16 R EXIST WATER METER TO BE REMOVED S IL METER PROTECT IN PLACE CURVE DATA T EXIST WATER AFTER 10 BE RELOCATED 0 DELTA BRG I RADIUS LENGTH I REMARK 24 6=90 00 00 25.00 39.27 6 CURB Be GUTTER U I V EXIST SIDEWALK TO BE REMOVED LT 25 A= 90 00 00 25.00 39.27 6-CURB &GUTTER P06 6 V 3.2Y-07 BENCHMARK DATUM: EL-24-BOC COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: D s PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE:BASIS OF BEARINGS IS THE SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET THESE PLANS HAVE BEEN REVIEWED FOR NTANDCOMPLIANCE WITN THE U 6 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AHD STREET IMPROVEMENT PLANS 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. TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP - IwNcvir Tract 3348B OF]QSHTS. CALL TOLL FREE CORNER OF ABOVE HOUSE; 2'+N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. NO.C55955 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; A3-BvILT c-zz-'9 Exp.12/31/08 RU)Y E. NUNEZ / ENGIMMUNG SURVEYING LAND PLVOUNG CLEMENT STREET FILE No. `PP,4 CIVIL R.C.E. C55955 E 12/31/08 41593 WINCFESTER RD, SUITE 120 TEMECU A CA 92590 1't S OF SURVEY MARKER POST. DATE: 8-26-80 � 03 29 7 REVISIONS APPR DATE OF Cµ,1t STA: 10+00.00 TO 14+77.15 1WU WDWDNG DAYS BUDRE YGU DIG DATE: - 6- 0 = KEN 5E R.C.E. 5 15 XP. 6 3 9&07 DESIGNED BY DRAWN BY CHECKED BY DATE 1 2007 sst.zes.t2s2 ssl.zss.nea FAX I _L-79.45' W/CL 80 - - �� N m - - _ � oo PROPOSED 6" TC M - IDENTICAL POINT A -^ o "-n O 20 LT OF o b 1340LT SEE 6" TC PROFILE ABOVE 1.35% ^ N EXIST GROUND - - _ _ 134OLT _ _ FOR CONTINUATION OF _ 20 LT OF qg PROFIT. VC n 00 0 L=254.23' --_- -__- PI O 1 00 135% n r4i^- - - - - m r 00 OC EXIST GROUND EL = 1342.22 L=82.14' ^ - n'n SEE CLEMENT STREET- _ r 0 0 0 OC $'50� VC + r4i n v- _o vt O 20 LT OF oo f I-w`'<m< .<��- PI 11+11.59 v FOR CURB RETURNS ^M -M + - - .68 _ -T :EXIS7TIN7GGROE�. ��� M. --- _ yaa ^ o^+ imp<^ o 00 0 --� \ -=%-- �i 1• % M M ^ DOD N tO<^ O U \ ^M O m� < 0 _ rU 1.14% I� } ^OVO '�nN LID O< ON< kt�� O^ MI 1340CL 2•28% ^ ^ �n�M + PROPOSED PAVING a - - w w� I ^10 ^ ^ ^ M N O a M _ own W 1340CL -- - ^ - - -. n oo m - - - _ 0-112 03 0.. L=272.39' •C M _ O4 SR ^ hi n Now - _ 'I"0a o�C JN ' 1.35%-D-SC 00 + _oPI O < $< EL 1391 -- L=49.01 ---- _-----_-_ m IU g ooW p -...... U M - o rn cs o0 P� mM uO1im oL) - 1.06% •� S^ 1.14 ^ ^ 1.35% ^ o- 7 M o v 0 1.35% ^ +M N PROPOSED 6" TC- -8 t 1340RT 1--IDENTICAL POINT .35% ^ O 20 RT OF - 1340RT SEE 6" TC PROFILE ABOVE ^ .-� EXIST GROUND, o� FOR CONTINUATION OF ' O 20 RT OF t ^ 1- _ g r o',.r OC � 1 35 M -a - :2 rt2 T �'2 1.00% PROFILE HORIZ. 1"=40' VERT. 1"=4' NORTH ARROW 10 11 12 13 14 15 16 KEY MAP N 00 OOf x w x -- -- w 7 r wo mo w0 m0 mU ^ t W w U a or or ol- 1 f r ^ Lr �H MN OM OtC! M^ ^m A r N TRACT NO. 33486 �� a�CLEMENT STREETa +° °°` S 00EET LAB " T g o c� v t2 o M SEE SHEET 6 o M n n ' � ^ SHEET 3 ! C OM Is 62 ^ 63 64 65 66 67 68 ^ 69 1 30^ 31 \ J g 61 I �I ST-L )N \ S \ AJDRE-,VeBB6R£9F DRIVE SCALE ti%� . 2�. 0 40 80 34 48' 60 00' 60.00 60.00 60 00' 60.00 60.1 50 13 / 30 81 O �y N -� -- N.T.S. UO 11' v ST-LT 4 7 0.m (TYP 10 1� 1,5•yA• 5 '�S 17 � a' O N 13 14 15 " 16 26 11 11 AuoRc-y m F� __N53 03 57 W 1- ro ST L \ v \o - i rye 1° N o N53 ST 10+00 00 CLEMENT STREET 24"RCP-�/ 4 7 23 ST-LT -: ��44.E�6 .56' 60.00 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 19.1 L=40.04 LSO "A" 46 LINE "A" PER SD PLANS 59 4, 0.38 PER SO PLANS A 7 .7 62 `t A9 56 { 55 54 53 52 51 50 49 48 DRIVEWAY DATA 10 m P w LQT# DWY STATION WIDTH 57 `191!. u'O TRACT NO. 33486 m� 30 STA: 15+99.94 16 58 w 1- ro a ^M n 31 STA: 16+32.08 16 0 0 oo m ++t r^ 46 STA: 16+73.12 16 o m o o + 47 STA: 16+45.00 16 $ o n ^ 48 STA: 15+68.11 16 + o.- 49 STA: 15+33.16 16 50 STA: 14+43.16 i6 51 STA: 14+13.16 16 ^ `/ Construction Notes 52 STA: 13+23.16 16' /�.U D/1p Lr 7 DESCRIPTION 53 STA: 12+g3.16 16 / \ 1 PLACE 5 AC OVER 11 CLASS II BASE PAVING TEMATIVE 54 STA: 12+03.16 16 2 PLACE 3.5 AC OVER 8-CLASS II BASE PAVING TENTATIVE - Drive 3 SAWCUT EXISTING AC PAVING 2 MIN 55 STA: 11+79.16 16 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 56 STA: 10-44.59 16 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 57 STA: 10+44.59 16 LINE DATA - 6 CONSTRUCT CURB RAMP CASE B PER COUM STD. 403 58 STA: 9+94.55 16 DELTA BRG RADIUS I LENGTH 1 REMARK q (�(� (�(� (� 7 CONSTRUCT SIIEWALK PER COLNTY STD. 401 59 STA: 9+65.06 16 1 N78 35 45 W - 50.00 16-CURB&GUTTER STA" 1 0+00 . 00 TO 1 7+00 • 00 8 CONSTRUCT CATCH BASIN PER SO PLANS 60 STA: 9+56.52 16 61 STA: 9+74.29 16 62 STA: 10+30.94 16 CURVE DATA 10 CONSTRUCT DWY PER calnrr9 CONSTRUCT GUTTER ls�TD2o7 PER�PLANS 63 STA: 10+56.05 16 O DELTA BRG I RADIUSI LENGTH I REMARK SEE DWY DATA TABLE ON PLAN 64 STA: 11+42.17 16 22 A-205 31 48' 38.00 136,31 6 CURB&GUTTER 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 65 STA: 11+72.17 16 23 0= 25 31 48 110.00 49.01 6 CURB&GUTTER 13 TAPER MAKER PER TRACT 33486 SIGNING k STRIPING PLANS 66 STA: 12+62.17 16 26 a 52 01 19' 320.00 290.55 16"CURB&GUTTER 14 PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE 67 STA: 12+92,17 16 27 a-- 52 01'19 280.00 254.23 16"CURB&GUTTER 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SHEET 9 68 STA: 13+82.17 16 39 0= 25 31 48' 184,35 82.14 CENTER LINE 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 69 STA: 14+12.17 16 40 0= 52 01 19" 300.00 272.39 CENTER LINE �DO bV 3•$Y•0 7 _ 17 INSTALL STREET HALE SIGN PER CI DWG 201 UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: S PREPARED UNDER THE City of Lake Elsinore SHEET Rp S/FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �/�(/ SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CAL IFORNIA7 SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AlD STREET IMPROVEMENT PLANS ALERT #15810 GRAND THEN N.E. 0.2 MI. ALONG DIRT DRIVE BEING N36°55'05" AS SHOWN PER STATE LAWS, AND A PERMIT CAN BE ISSUED. - �� CALL TOLL FREE #1 HOUSE AND AVE;AV GRAND AVE; 25'}W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP l Tract a OF1QSHTS. N0.C55955 CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. AJOAZt Y 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; 45-301LT it m.zz•I Exp.12/31/OB RUDY E. NUNEZ ENGINEERING SURVEYING LAND PLANNING W08B8REsF DRIVE FILE NO. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 „C(���•� p��9/p 7 MARK REVISIONS APPR DATE 9 CINnLM R.C.E. C55955 E 12/31/OS 41593 WINCHESTER RD, SUITE 120 TEMECULA CA 92590 = 4• 4 KEN S UMALO R.C.E. 56915 EX . 6 30 o7 DESIGNED BY DRAWN BY CHECKED BY DATE 3/15/2007 95t.zss.t292 951.2B9.tis4 FAx STA 10+00.00 TO 17+00.00 L=254.23' oor OC EXIST GROUND __ .. oo. __�/\ U -cYo o. 0..20 LT OF q - M _ W F - v F OC ^ _ - U 1.14% -� - w SEE MAKENNA CT PROPOSED 6" TD 8t'- q/4=13.75' FOR cuz RETURNS .20 LT a ¢ �133OLT �M a III 133OLT 7L=272.39' <- NMMM OC EXISTING GROUND w zu 1.1 - - - - 0.20X `\ < O= +02.2 1 32 .82+ PI ^o +c PROPOSED PAVING M + .1.06% 1 rn^ ® .1330CL S_ N UNN<r 3t35 1330CL W - - .C� 1 L=290.55' 1.o6X - - Nn^MonNNNm+rn nm Nm�++ J W - - - _ N^ "2 NM NM !2N II a ^ ^ or' ggpp EXISTING GR , -go l' L=25 .15, ® 2.12% mM� SS - 40 °C 00 9! o�1.00% . � 4=13 00 EXIST GROUND 0 .75' N om PROPOSED , 1330RT RI%133ORT 6FTT. 0.20% 1. PROFILE HORIZ. 1"=40' VERT. NORTH ARROW 17 18 19 20 21 22 23 KEY MAP U U mUm - Wr O ^ -- m O o o N a MAKENNA CT Y +m w m n M co rn n rn m o SEE SHEET 5 a m m C T LANE N N /31 /� 32 33 ^ a� �N TR�cT ti s s z cl U O M < S �1� LINE "A" No ^�/Ivy 27 LL:.:y PER SDL�NS 39 >? AuD REYW9BB6F DRIVE SCALE 0 73' 58 09' ,, - 3 486 SHEET 7 0 40 8.0 V6� 2 o•o �g / -%/ -- N.T.S. w 7 4 ST-LT ,,5•y9• ♦ �•. � ..:_ Z� / o 0 1 N74°54 43U ES' 1 5 ' n / 40 POJWA NO 3 110 4 21+26.31 W9B DR 8 9 g m l �j 10+00 OD MAKENNA CT 7 "::: �� 1327.61TC •1326 7� TNT 24 RCP-/ U 46 32. 41 8 PROP PER I ME.:.: �� r 89.41' L-90.29 4 42 t� LAT A3 22+02.27 WALL PER SEPARA �� PROP PERIMETER 33 yl PER SD PLANS PLANS \ 8s. WALL PER SEPARATE .:a/ ST-LT Zg, 3 22+02.21EC-GB 1\1�W PSI J i11 - 45 44 PLANS PCp "y; 1326.80TC 0 AL VAri Y `. !. 42 22+15.�ECR i 1 i�Pr rn 00 CB NO V0 DR 0� 1326.64TC J-r � vt un m r 9 8 1327.60TC;13?6.77 p - 17 00 rn W=7' : V=5.09 + MLA ^ N 43 PERT SD PLANS 0`p sO V s' 3 O1 (EXISTING RESIDENTIAL) Se ( -/ 49+01.608CR 22+02.21EC-GB nA 2S 1326.20TC TRACT NO. 33486 1326.80TC �� 6 35 T- T MEDIA FILTER+15.77BCR 6 ss,// 1325.76 5oe DRIVEWAY DATA m- PER SD PLANS��1326.67TCH;: 34 y" AND WOMP FL, QFQ LOTH I DWY STATION WIDTH Construction Notes - 1325.80 , 32 STA: 18+27.44 16 DESCRIPTION 50+11.60ECR '` ' 1325 i'` 33 STA: 18+66.23 16 1 PLACE 5 AC OVER 11 CLASS II BASE PAVING TENTATIVE 1326.42TC "� F 40 STA: 20+90.03 16 L 2 PLACE 3.5 AC OVER 8 CLASS II BASE PAVING TENTATIVE ,/•� -"f 41 STA: 21+62.26 16 3 SAWCUT EXISTING AC PAVING 2 MIN " 22+88.77 WO EST DRIVE 42 STA: 21+91.00 16 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 ns. '�✓ 49+56.60 MAC ADO STREET 44 STA: 18+78.90 16 5 CONSTRUCT CROSS GUTTER PER COUNTY STD.209 A U J R EY �.el \ _ 45 STA: 18+04.31 16 6 CONSTRUCT CURB RAM' CASE B PER COUNTY STD. 403 �,�" s �; 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 • - , "' 1 �� `� CURVE DATA 8 CONSTRUCT CATCH BASIN PER SO PLANS `� 9 CONSTRUCT GUTTER DEPRESSION PER SO PLANS ri ve `FQ J `� ��r rJ O DELTA BRG RADIUS LENGTH REMARK 10 CONSTRUCT DWY PER COUNTY STD. 207 ' 26 A- 52 01 19 320.00 290.55 6-CURB &GUTTER SEE DWY DATA TABLE ON PLAN ` s1 ,� �a 27 0= 52'01 19 280.00 254.23 6 CURB &GUTTER 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 STA: 17+0 0 . 0 0 TO 2 2+8 8 . 7 7 Y`�' ---- - 32 G= 40 45'10 320.00 227.61 6-CURB &GUTTER 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLANS9� ' --���� 33 0= 5 00'22' 280.00 254.15 CU 6 RB &GUTTER 95 DO 14 PLACE 3 AC OVER 6 CLASS II BASE34 TAIL TENTATIVE � 4��'� 35 a 90 00'00 35.00 54.98 6 CURB-&GUTTER 15 REMOVE k REPLACE AC PAVING PER DETAIL ON SHEET 9 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD.309 40 a 52 01'19' 300.00 272.39 CENTER LINE 17 INSTALL STREET NAME SIGN PER CITY DWG NO 207 0 16Y 3.29'-0 42 0= 52 00 22 300.00 272.30 CENTER LINE BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: _ PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND S/g SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE y E.NU� SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Q STREET IMPROVEMENT PLANS 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. Tract EMEN CALL TOLL FREE TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP c> IWNCivik- OFMSHTS. NO. C55955 AuoREY CORNER OF ABOVE HOUSE; 2'+N 5' HIGH CHAIN LINK BOOK 29, PAGE 92. Ex 12 31 e4GO WING SURVEYING • LANDPtANNMIG W9999REST DRIVE 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; A5-5•JIL'i D-zz•i d} PCIVIL/O8\ RUGYEE C55955 XP 12/31/08 FILE N0. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 �3�L9�] MARK REVISIONS APPR DATE 4 GU 47593 WINCHESTER RD, SUITE 720 TEMECULA CA 92590 STA: 17+00.00 TO 22+88.77 -131 YOU OD AT 8- sst.zss.t292 sst.zsa.ttsa FAx - XP.KEN SEUMALO R.C.E. 56915 E 6 0 68-gJ DESIGNED BY DRAWN BY CHECKED BY DATE 007 L 8.49' 0.l:1 TAPER N O U eD U �� a~ M~ ax~coi oN o� PROPOSED 6" TC 8� pp� ¢ mo ?N mrn N N M M +um^U� OM u7� CD O_ _ M .... M_ MO[l OpM Mwr ON NN NN 1 1p Nr NN NN NUnm+N +or m O� to .M- HN +M K M (0.37%) p,54%) -(0.23_%)_ - L0.54%) f �0.10 ) (0.32%)¢M N N N 0 SEE W�CREST DRIVE !0 o-- _ - - - �_ �- - FOR CURB RETURNS n --o- - IXISTING 6' TC 3.79% - - - - - - - - - - - - .- - - - 0.20% p' 0.20% 0.69% 1325LT 038 RTOF� IXISTINGGR - - - - - - - - -_- - - - 1325LT _ O 38 VT OF q EXISTING OF - - - - - _ 038 RTQ - _ - - - - - v°iia Na V)Wm yW WU' N c O FO J 7U w ONjR (n W N[L N _ —N+N ,67Y%�)N•�je-o C-O�M—(O (1 _o— +�f N _ b _ 1N� --o- �: _ . W+ + W nO + N + + r O WN N a O r � � N O Na asL N a rN n 0.26% M + _4% (048%) 0. 4 �- (0._8 M_9:- (0 (0_�SIN AVING N ( 550 M 0.70% _ % (0.93%1325CL . WM __... 1325CL M (0.61%) 0.2v .,8 ) (o.o%) _(0.17%_ ozs c1.79%1 M $a~itn 017 tRTOFE ins 16 rg _. N+NCFN�Q _ — —� _ - _o— - - �- �< —(O•�^9 M..—OM-p.pUQ_ NUQQO O N r Q Q VOma a0 Q m °m MUNaM m(Vn 'QM M N MNN O M ^ �� a 0 24R) 10(0.97%) (0.06%) (0.18 ) � D. m(0.46% 17%) cD.D9%)- (0.18 ) N(020 ) (D43%) + (D.60%)EXISTING PAVING p (0.6 %) n 1325RT ,.6,%) o —STING1325RT (0.84% -O-H%) --- PROFILE] 4 HORIZ. 1"=4 VERT. 1"=4 48 NORTH ARROW - 53 52 51 50 Q ** COUNTY OF RIVERSIDE EASEMENT KEY MAP REC: OCT. 17, 1939 IN BOOK 435, NW PAGE. 379 OF OFFICIAL RECORDS __ -- r- r- w 'L rn 1:18 TAPER o0 60' 5:83 TAPER w t COURTNEY LANE y Z TRACT NO. 33486 �—� r sir s w 16 A u D REY � � QM- � Oro � � a >o /�/� �+p�{� U m N > < war a aftWwBGREST w 0 amt o o o o n po ww m Q a m w owarr y o� mI-li r� rl- o� or- Nt-> MZF Mwl-m rQ I-a aaa- YN MCnW wN rr ra go 000 ^v.- m 0 n�ma NI-mad' AUDREy4YBBBl tESF DRIVE SCALE M]Qp�N NCO ?mN �� N w ON �t0 ZO N- ;Un 0p ON 0 ON ��pp r m M _ N DRIVE N or �p� N mZ Z � SHEET 7 p 40 gp NZZ.- V M OMM w +M +M SEE SHEET 8 NM �M O+DM axo M�11 raM nZ M� ICU UMW _// N.T.S. NwW � 43 Nt2_��0� �� �^ ��42' �3 � <w P a��� j I NrV�I SONG S (EXISTING RESIDENTIAL) ^' o- \ _ P1\yJ -JJ/4 II CALVARY CHAP�I K _ _ 6 HP GAS — — — i R�w� R/W 9 p PER SD PLANS '. ., � n f L T-L 13 TYP) 1 1ryy.. 5ST o m 1\a..4— 7 - --12 _ R/W} - h ^ D D 17 N m Vul �--.® N. N F �a (EOP)-+,, .GAS _M �_®� /'-'. -�' "n_ I -(EOP) _ VH11118"RCPti _ _ o GAS (20' EXIST WIDE WTR Le _ - -� _ �. - _ - - __ -4 I - - - - -- - -33 RCP - WTR CONC GUTTER 53 _ + LF' 36-5_505"E 51a_ Tom+ } 5I �_ 49:. �_ * 48�__ I� �. - SWR_ In '_'F 4q 56.60 MACHA00 STREET A �.. GAS I A ...GAS ^. =22+88.77 WOODCREST DRIVE... `© "'„N, a LINE "A" ❑__� v 5' IN 5'MIN a q INT 15 a a - 1'MIN 9'MAX PIPE OD0 9"MAX 1'MIN C PER SD PLANS < _ 6"MIN 6"MIN {R/W� — — —(R/W — a — — — — —��R/W) —r — — -- --- Exist Street Notes ¢ PARKV I EW EXIST UTI ITY T T L T TY I ' I I I ------ - .. ... ---- --- DESCRIPTION I 24" WATER 15" SEWER 2" GAS 8" WATER `3 t 2" GAS \\ I i I A EXIST AC PAVING PROTECT IN PLACE DRIVE PARCL� 1VlAP NO. 0!r5J'7 (6 2 4 2 B EXIST GUARD RAIL TO BE REMOVE) PM �/ 8 �. I I 5 C EXIST CURB AND OR GUTTER PROTECT IN PLACE) Wn/'t PL j 3 D EXIST CURB k GUTTER AND OR AC TO BE REMOVED onsVuction Notes E IXIST POWER POLE PROTECT IN PLACE F EXIST STREET LIGHT PROTECT IN PLAC Ll I DESCRIPTION A U O REY DRIVE G IXIST PLANT OR TREE OFFSITE PROTECT IN PLACE 1 PLACE 5-AC OVER 11 CLASS 11 BASE PAVING TENTATIVE H EXIST PLANT OR SHRUB ONSITE TO BE REMOVED 2 PLACE 3.5 AC OVER 8 CLASS IT BASE PAVING TENTATIVE UTILITY I EXIST MAPIIOLE PROTECT IN PLACE 3 SAWCUT EXISTING AC PAVING 2 MIN PER Y STD. 200 K EXIST SIGN U'HUILLGI INLPLACE 5 CONSTRUCT CROSS GUTT RT ER COUNTYSTD.209 Machado Street PIPE L EXIST SIGN TO BE REMOVED 6 CONSTRUCT CURB RAMP CASE B PER COUNTY STD.403 N EXIST FIRE HYDRANT PROTECT IN PLACE 8 COONNST�T CATCH BASIN PET_­SIDEWALK PER COUNTY PLANS 401 STA: 4 7+7 7 . 91 TO 5 2+3 4 . 4 0 0 EXIST WATER VALVE PROTECT IN PLACE 9 CONSTRUCT GUTTER DEPRESSION PER SO PLANS ❑1 AC SECTION PER R-VALUE TESTING OR MATCH EXIST P EXIST FENCE PROTECT IN PLACE 10 CONSTRUCT DWY PER COUNTY STD. 207 Q EXIST. A.C. 0 EXIST FENCE TO BE REMOVED SEE DWY DATA TABLE ON PLAN ❑3 TRENCH BACKFILL R EXIST WATER METER TO BE REMOVED 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 4 0.15' COLD PLANE k OVERLAY BOTH SIDES (TYP.) S EXIST WATER METER PROTECT IN PLACE I TAPR MAKER PER TRACT 33486 SIGNING k STRIPING PLA ❑ _ T EXIST WATER METER TO BE RELOCATED PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE Q CLASS II A.B. PER GEOTHECNICAL INVESTIGATION REPORT U IXIST SIDEWALK PROTECT IN PLACE REMOVE k REPLACE AC PAVING PER DETAIL ON SHEET 9 A.C. REMOVAL & REPLACEMENT V IXIST SIDEWALK TO BE REMOVED CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 INSTALL STREET NAME SIGN PER CITY DWG NO 201 NOT TO SCALE 4✓96 �5v 3.2t-o� BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SFEET UNDERGROUND FEssio SUPERVISION OF: IN THE COUNTY OF RIVERSIDE, CALIFORNIA FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �, y E�N�� 9 SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND � � STREET IMPROVEMENT PLAN ALERT #15810 GRAD 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. CALL: TOLL FREE TO HOUSE #15810 GRAND AVE; 25'+ W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP mkWh TraCf 33486 OFI GSHTS. CORNER OF ABOVE HOUSE; 2'+N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92. N0. C/31/0 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; /� s � � A-5 $u/L.T Ic-2T �Exp.12/31/08 RUDY E. NUN HNGINEMNG SURVEYING LAND PLANNING MACHADO STREET FILE N0. 1't S OF SURVEY MARKER POST. DATE: 8-26-80 , Q�i."-.� p3/29/) MARK REVISIONS APPR DATE T9ICAUF \P R.C.E. C5595 EXP 12/3,/OS 41593 WINCHESTFR RD,SUITE 120 TEMEfX1LA CA 92590 STA: 47+77•91 TO 52+34.40 1W0 WONRIG IPYS BEFORE YOU DOG DATE: — _ 4 KEN SEUMALO R.C.E. 56915 EXP. 6 30 07 DESIGNED BY DRAWN BY CHECKED BY DATE 007 ssi.269.t292 95i.2sa.it64 Fax 1328 ma 1328 1328 1325 1328 _-------- m-- 1328 FP: -0.'45 iL -1.' i26.6 1-1.69%_ 26 45 EP ANDWEL 1324 - '- 1324 1324 1324 1324 - --- 1324 -40 -20 ¢ 20 40 -40 -20 ¢ 20 40 -40 -20 ¢ 20 40 49+25 50+50 52+00 1328— < 1328 1328 — 1328 1328-- - - 1328 17674.74 ---j 25,16 EP 1324 EP fie%)_ — _ -�- 1324 1324- 1324 1324 1324 -40 -20 .� 20— 40 -40 20 q 20 40 -40 -20 @ 20 40 R/W 60' R/W 49+01 .60 50+25 51+75 Exist Street Notes Construction Notes 1 12' 1S' 18' 12• p/�+p DESCRIPTION DESCRIPTION !' w BCR A EXIST AC PAVING PROTECT IN PLACE i PLACE 5 AC OVER 11 CLASS II BASE PAVING TENTATIVE o B EXIST OU0__ RAIL TO BE REMOVED 2 PLACE 3.5 AC OVER 8 CLASS II BASE PAVING TENTATIVE 6' 6' rn C EXIST CURB AND OR GUTTER PROTECT IN PLACE 3 SAWCUT EXISTING AC PAVING 2 MIN S� IDEw _ IDEWAL D EXIST CURB&GUTTER AND OR AC TO BE REMOVED 4 CONSTRUCT 6 CURB&GUTTER PER COUNTY STD. 200 r� o 6j E EXIST POWER POLE PROTECT IN PLACE 5 CONSTRUCT CROSS GUTTER PER COUNTY STD. 209 ZT F EXIST STREET LIGHT PROTECT IN PLACE 6 CONSTRUCT CU2B RAI.1P CASE B PER COUNTY STD.403 ! -_ 4 LEVEL LINE 14 4 ✓. N G EXIST PLANT OR TREE OFFSITE PROTECT IN PLACE 7 CONSTRUCT SIDEWALK PER COUNTY STD. 401 14 a 2� zT a 1328 1328 1328 1328 1328 r_'--�� T� - 1328 H EXIST PLANT OR SHRUB ONSITE TO BE REMOVED 8 CONSTRUCT CATCH BASIN PER SO PLANS - �¢ - I 1 EXIST MANHOLE PROTECT IN PLACE 9 CONSTRUCT GUTTER DEPRESSION PER SO PLANS .,7. 7 ��$ 111 � � y % J EXIST MANHOLE SEE UTILITY PLANS 10 CONSTRUCT DWY PER COUNTY STD. 207 ,) K EXIST SIGN PROTECT IN PLACE SEE DWY DATA TABLE ON PLAN 25.86 I I ' L I EXIST SIGN TO BE RFMOVFDI 12 CONSTRUCT 6 AC BERM PER COUNTY STD 212 EP 13 TAPER MAKER PER TRACT 33486 SIGNING&STRIPING PLANS I 1324 -- -- -�1324 1324 1324 1324 i I 1324 N EXIST FIRE HYDRANT PROTECT IN PLACE 14 PLACE 3 AC OVER 6 CLASS II BASE PAVING TENTATIVE -40 -20 Q 20 40 -40 -20 q 20 40 -40 -20 20 40 0 EXIST WATER VALVE PROTECT IN PLACE 15 REMOVE&REPLACE AC PAVING PER DETAIL ON SHEET 9 - 49+00 50+11 .60 51+50 P EXIST FENCE PROTECT IN PLACE 16 CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY STD. 309 0 EXIST FENCE TO BE REMOVED 17 INSTALL STREET NAME SIGN PER CITY DWG NO 201 ECR R EXIST WATER METER TO BE REMOVED S EXIST WATER METER PROTECT IN PLACE T EXIST WATER METER TO BE RELOCATED U EXIST SIDEWALK PROTECT IN PLACE Typical Street Section V EXIST SIDEWALK TO BE REMOVED) MANDY CT, KYM CT do MAKENNA CT 1328 1328 1328 1328 '6 1328 SCALE.- NOR 1' 10' : vERr:1' 1' 30 MPH PER COUNTY STD. 114 TI=5 I 1324 1324 1324 1324 1324 -1-7 1324 -40 -20 Q 20 40 -40 -20 Q 20 40 -40 -20 Q 20 40 48+75 50+00 51+25 R/W (R/W) 94. (R/W) I (88') }am< M<^g m<�< N1 10' 20' 20' 10' W N �. 12' 38' (32') (12') 1328 -- 1328 1328 1328,1328 - 1328 1328 - 1328 N� 6• 6, 6' 27' PROP. AC PAVING 11' �!���. _ $IDEw 0.31' MIN 2' SAWCU7 6' [z. ( IDEW o [ w I o 1.81�LEVEL LINE —�, — — — (EXIST 6" CURB&GUTTER) N ALI X�III I -2.13% 25.42 _�� 4 2 O ! (VARIESEP ) ' 71 W,I-- LEVEL LINE l=iN W �� eAAx {EP) — (� . 1324 1324 1324 1324 1324 — 1324 1324 = — 1324 0 l ,.. -40 -20 q 20 40 -40 -20 ¢ 20 40 -40 -20 q 20 40 -40 -20 q 20 40 v p �I 48+50 49+75 51+00 48+00 ^ _ = q (EXIST) rv( 7 7 $� N 7 �' vl SIDEWALK N Y� TION 8 SECPROPOSEDFROUGH C FINAL BYR-VDEPTH ALUE TESTING TO BE MINED igi 132 MACHADO 8 1328 1328 1328 1328 1328 T1326 STREET. I.81 n Typical Street Section 2. 6% EP i /A U OkEY Typical Street Section � DRIVE, CLEMENT STREET yP 1324 �. 1324 1324 1 24 13za & C"TNEY LANE MACHAW STREET -- --- - 1324 1324 ------- ---) 1324 -40 -20 Q 20 40 -40 -20 f. 20 40 -40 -20 q' 20 40 -40 -20 9 20 40 SCALE: HER 1' O VERT t"=1' SCALE: NOR:1' 10' vERT:D. 48+25 49+50 50+75 52+25 30 MPH PER COUNTY STD. 114 55 MPH PERTI COUNTY STD. 114 �1qb 4V 3.2T•07 BENCHMARK DATUM: EL-24-BOC COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE City of Lake Elsinore SHEET UNDERGROUND - OFESS/ON SUPERVISION OF: IN THE COUNTY OF RIVERSIDE• CALIFORNIA FROM THE INTER. DF GRAND AVE. AND DDRESS#157984) NW THE BASIS OF BEARINGS IS THE TrESE PLANS HAVE BEEN REVIEWED FOR NT AN/OR WITH ND - ---. -- y E'N!/9 STREET IMPROVEMENT PLANS 10 = SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO STREET APPROPRIATE CONDITIONS OF DEVELOPMENT AW/IXt CITY pro 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. �N Tract.93486 TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY PARCEL MAP NO. 8099 PARCEL MAP -- m '" n OF QSHTS CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK BOOK 29, PAGE 92• ___ N0.C55955 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; 5-6u1L o-2L•I Exp.12/31/08 RUDY E. NUNEZ ENGINWWNG SURVEYING LAND PUNNING DETAILS AND SECTIONS FILE NO. 66 CIVIL �P R.C.E. C5595 EXP 12/31/08 1't S OF SURVEY MARKER POST. DATE: 8-26-80 .Q qt,,,," 3 !9 e7 REVISIONS RR DATE 'YIF�.CALIF aI593 51.26 .12 RD,SUITE 72. 164 FAX CA szsso in_Ins WOPoNWG opts BEFORE YOU - - E T N= KEN bL ALUM =-- 915 EXP. 6 30 DB'm7 DESIGNED BY DRAWN BY CHECKED BY DATE 3/15/2007 951.26s.1zsz s51.269.116a FAx �