Loading...
HomeMy WebLinkAbout04-01_04-11 IN THE CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE STATE OF CALIFORNIA GENERAL NOTES INcoLN ST ) f 1.Note to Contractors: The existence and location of any underground utility pipes S a structures shown on these plops were obtained by t search of an the records. Approval of these plans by the City of Lake Elsinore does not constitute a reprsamtation as to the accuracy or completeness of the location,nor the existence a non-existence of any underground utility,pipe or structures within the limits of � l the project.The contractor is required to take all due precautionary measures for the ' protection of all utilities,pipes or structures,whether shown on these plans or not. ALVARADO ST + T-QL , ACT //�� 70 Any utility damaged during the performance of the work shall be repaired or replaced k the satisfaction of the governing agency by the Cantroctor of his expense. 2.All work shall conform to City Cordes,Standard Specifications iw Public Works (latest Edition),and Standard Drawing of the County of Riverside.It is the Contractors responsibility to be familiar with these standards and codes at all times. 74 3.The contractor shall notify the City Public Works Inspector 48 hours prior to beginning any work.Call for inspection at(909)674-3124 Ext.247 between the yam_ o hours of 9:00 a.m.to 4:00 p.m.Monday through Friday. '•tpi �' 0 4.Contractor shall maintain traffic control in accordance with Coltrane Traffic 'Wt' sr 010=7.Ocfs 010=18.lcfs a W - -- Manuel and Watch Manual at all times during construction as approved by City \ _ _ _ .vs s / a Engineer or his representative.Failure to do so shall require immediate work stoppage.0 SITE - yTR� 5.It shall be the Contractors responsibility to have a responsible representative at pR --_� ��g.- the job site of all times during construction. ' 15 4�- 2D 6.It shall be the responsibility of the Contractor to arrange for the necessary relocation hours any utilities.Contractor shall notify all utility companies involved of +af. l n _ - _ - leastours prior l o beginning work.aThe contractor shall also contact " !7+ h 1 - - v� t-- y "' - - Underground Service Alert(U.S.A.)at 1-800-422-4133 at least 48 hours prior to VICINITY MAP �I .r sE ' ' r -,; _ ;,y - --- , D,D=0.3ata beginning work. w 18 -l E °s 7.The Contractor shall be responsible for the clearing of the proposed work area, L N.T.S. . 00 - _ - 1 • --- _' - I and relocation and cost of oll existing utilities.Subdivider must inform City of Lake Elsinore of construction schedule prior to the beginning of construction. ® •�• ��' �- 1-- - i' _ 4/ �, 2 B.All underground facilities with laterals shall be in place prior to paving the street 333777 -�7 _ Y - section,including but not limited to sewer,water,telephone,electricity,gas and 2t'wr 12 __ _ - E"'_ 010=6.4 cfs drainage facilities. Q 42 _. q - s 9.All street sections are tentative.Additional soil tests will be taken after rough ' 056 E F, 5 �t tl grading to determine the exact section required.Section thicknesses shown are for • - -_ I W _ ` W - _ bonding purposes only. _W W 10.All existing underground utilities and structures must be potholed and elevations 10=6.5 cfs verified prior to construction.The engineer of record shall be notified of an �$ 29 30 31 32 33 34 35 �� 39 40 41 m-46 47 °10�"'°fa Y DP o y I I necessary revisions to the approved Ions.The revisions shall be in the form of"AS _ M_j ' BUILT'plans submitted to the City Engineer for approval prior to the final - - - -- _ acceptance of the project by the City Engineer. I - R/W 60' R/W Ar 11.All existing monumentatiol disturbed or destroyed during construction shall be \ Oreplaced to City standards as approved by the City Engineer.Centerline ties are to be I 1 4 _ furnished to the City Engineer upon completion of the project before acceptance is 111 granted. 10 4o t0• SEE SHEIV 2 1 TE4SHE T 3 \ 16 12.An Encroachment Permit shall be required for all construction work done within C/L 6'SIDEWALK © _ Public Rights-of-Way.Before issuance of said permit,the Contractor/Developer 6•SIDEWALK I 20' 20' I O \ ;! must provide the city Engineer with Certificate of Insurance,required bonding for 6 25 24 23 22 21 20 19 18 17 16 15 1 13 12 11 10 9 8 7 i public improvements.The encroachment permit must be present of the job site 2:1 MAX I I 2:1 MAX I \ ^i during the total time frame of project construction with approved set of improvement AC PAVEMENT __ .,(� laps. 1 `E`/�t D . -CURB -- 13.Strcet light standards will be constructed of marbelite. The street lights system 2% 1.7x 2% -- _- -- -- -- -- -- -- -- -- -- ---- -- -- -- ---- -- -- ------ - [ separate meters Installed and the City shall assume billing responsibility -shall have e m ' 4 _ - - .. .., . for the street lights. 2:1 MAX 1 4 i ' 2:1 MAXLl- s1� n �.�� �„� /\ �,.� �,.�n�X> .D. / '� ��\./�U n YI n� �� V 2 BASE COURSE unurr TRENCH LEGEND (ABBREVIATIONS & 3Yl®OLS) COMPACTED SUBGRADE PER CO.STD.817.TYP. c V TYPICAL SECTION O.C. ON CURB 00 MEADOWLAKE LANE, ULLY LANE, ao F.S. DENOTES FINISHED SURFACE RYAN COURT, NATAUE DRIVE CB DENOTES PROPOSED CATCH BAISIN 1F AC=0.25', AB=0.33• PE DENOTES PROPOSED PAD ELEVATION R „R„ VALUE=64 100 50 0 100 200 300 S.F. DENOTES SQUARE FEET TI=5.0 NTS AC DENOTES ACRES TF Z SCALE 1"= 100• SD DENOTES PROPOSED STORM DRAIN � SAWCUT RIND CONSTRUCTION NOTES QUANSRY tsi'ButB GRIND&AC OVERLAY O7 CONSTRUCT 6"CURB k GUTTER(TYPE A-6)PER RIV.STD.DWG.NO.200..... . ... 4.540 LF, UTILITY CONTACTS BENCHMARK R O2 CONSTRUCT 0.25'AC PAVEMENT OVER 0.33'CLASS 11 AGGREGATE BASE._.... . ..._ 107.085 SF. /W EXIST.IMPROVEMENTS R/W 3 CONSTRUCT P.C.C.CROSS GUTTER PER RIV.CO.STD.DWG.NO.209 do 209A._.... . .. 957 SF. WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT IMPROVEMENTS O 31315 CHANEY ST. ELEVATION: 1264.90 90' 4 CONSTRUCT 6•WIDE P.C.C.SIDEWALK PER RIV.00.SM.DWG.NO,401.- ���� � ���� - 24.403 SF. DATE: 8/26/80 Q LAKE ELSINORE,CA 92531-3000 RIVERSIDE COUNTY DESIGNATION: BM-EL-26-80 70' toy 5 CONSTRUCT CATCH BASIN PER RCFC (909)674-3146 STD.DWG.NO.CB100,SEE PLAN FOR WIDTH OPENING. .. . .. ... .. . ..... . ... 5 EA. DESCRIPTION: C� VARIES Vl1RIES 6•SIDEWALK SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT FROM THE INTERSECTION OF GRAND AVENUE AND RIVERSIDE DRIVE 10' 35t (12'-13• (22_43•) ©SAWCUT 1•MIN.EXISTING AC PAVEMENT._.. ....... ..... ... . .... . ... - 1,436 LF. GAS: SOUTHERN CAUFORNIA GAS CO. NORTHEAST 0.2 MILE ALONG RIVERSIDE DRIVEN THE ENTRANCE OF BUTTERFIELD P.O.BOX 3003 O.G. I 15•f I O7 REMOVE EXISTING AC PAVEMENT._ . ......... ... .. ... ........ .... _ 2,872 SF. MOBILE HOME PARK THEN SOUTHEAST 0.1 MILE ALONG STAGECOACH DRIVE TO REDLANDS,CA 92373-0306 LAGUNA LANE THEN SOUTHERLY 0.1 MILE ALONG LAGUNA LANE TO GRANDE DRIVE, I I Q9 INSTALL STREET UGHT PER COUNTY OF RIV.STD.NO.1000._. ... ... . .... . .._ 9 EA. (909)335-7530 THEN SOUTHEASTERLY 30 FEET ALONG GRANDE DRIVE,TO TRAILER SPACE#82 VARIES V R 1 12% ELECTRICITY: SOUTHERN CALIFORNIA EDISON(SCE) 22 FEET EAST OF CENTERUNE OF GRANDE DRIVE,69 FEET SOUTHERLY OF 6 INCH 2:1 MAX ( MAX 2:1 1O CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV.STD.NO.403 CASE A. B EA - . ROM ND,CA RD. 1 F PINE TREE,105 FEET SOUTHWEST OF ELECTRIC HOOK-UP OF SPACE ptl2 O ROM LAND,CA 92585 1 FOOT SOUTH OF SURVEY MARKER POST. I 11 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD.DWG.N0.201_ .... . . .. _ 5 EA. (9 8-8260 4 I n QCONSTRUCT LOCAL DEPRESSION No.2 PER RCFC STD. TELEPHONE: VERIZON DESCRIPTION: 1-1/2 INCH ALUMINUM CAP N 6'CONCRETE DWG.NO.LD201,(CASE C). _.... .... . ... ..... ... ........ . . _ 3 EA. COMPACTED SUBGRADE BASE COURSE 2 UTILITY TRENCH I 150 S.JUANTA ST. STAMPED: RIVERSIDE COUNTY SURVEY AP 6"CO PER CO.STD.017.TYP. QRELOCATE STREET LIGHT PER PLAN_. . ...... ..... .. ... .... ... . . . . _ 7 EA. HEMET,CA 92543 TYPICAL SECTION AC PAVEMENT ONSTR CT MODIFIED LOCAL DEPRESSION No.2 PER RCFC STD.LD201 (909)929-9493 BASIS OF BEARING 14 FCASE CSEE DETAIL ON SHT.3 1 EA. SCHOOL: LAKE ELSINORE UNIFIED SCHOOL DISTRICT MACHADO ST. 545 CHANEY 1 INSTALL R-1 STOP SIGN PER CAL TRANS STANDARDS. . .. . . . . . . . . . . _ 4 EA. STA 10+45.52 TO STA 24+61.06 - - - - LAKE ELSINORE,CA 92530 THE BEARING OF N3T15.02"E ALONG THE CENTERLINE OF RIVERSIDE DRIVE,AND AC=0.25', AB=0.33' 16 INSTALL REDWOOD HEADER. ._.. . . . . . (9.674-7731 SHOWN AS N37.02.WE ON P.M.22/25.RECORDS OF RIVERSIDE COUNTY,CA. "=' VALUE=64 19 LF. CABLE: MEDIA ONE 1 CONSTRUCT LOCAL DEPRESSION No.2 PER RCFC STD. TINS 0 ©DWG.NO. APPROACHES (CASE B. _ . .... ..... . . . .. . . . . . . . . . . . . _ EA. SOIL ENGINEER OWNER/DEVELOPER DRIVEWAY APPROACHES_ . .. . . . .. . . .... . .. . . . .. . . . . . . . . . . . . . _ 50 EA. JOHN R. BYERLY INCORPORATED ELSINORE HOMES, INC 2257 SOUTH LILAC AVE., 702 RANDOLPH AVENUE, SUITE A .,� BLOOMINGTON, CA 92316-2907 COSTA MESA, CA 92626 �z BLOOMINGTON: (909) 877-1324 (714) 557-9004 RIVERSIDE: (909) 783-1910 O nxr � FAX: (909) 877-5210 STRIPING NOTES poeR I 1 �1 SOILS ENGINEER'S CERTIFICATE PAINT 4"YELLOW PER CAL TRANS STD.A208 DETAIL 24_. . . . . . . . . . . . . . . . . . 372 LF. PAINT 12"WHITE UNE PER CAL TRANS STD.A24E. .... . .... . . . . . . . . . . . . . 105 LF. THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED AND FOUND TO IN THESE PLANS HAVE BEEN REVIEWED FOR INDEX OF SHEETS CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND �3 APPLY THERMOPLASTIC"STOP"PER CAL TRANS STD.A24D.... . . . . . . . . . . . . . . 4 EA. GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND I TITLE SHEET (SIGNATURE) (RCE NO.) (DATE) STATE LAWS, AND A PERMIT CAN BE ISSUED. 2_6 PLAN & PROFILE I - (SIGNATURE) (RCE NO.) (DATE) �1 a"s'•^""� Mrl_� /2-/r-D 3 7_" CROSS SECTIONS Y RA ND O'DONNELI, CITY ENGINEER RCE # 26603 j NOTE: vi roun ce Underground Ser Alert PREPARED UNDER THE DIRECTION OF: IN THE CITY of LASE ELSINORE SHEET NO. WORK CONTAINED WITHIN THESE PLANS PRIVATE ENGINEERING NOTE COUNTY OF RIVERSIDE, STATE OF CAWFORNIA SHALL NOT COMMENCE UNTIL AN �opForEaa,wy C3 G CAVITY ENGINEERING GROUP, INC. ENCROACHMENT PERMIT AND OR A DIAL TWO WORKING CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY �� G �hA CIVIL ENGINEERING - PLANNING - SURVEYING TRACT 30670 / ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE a +^�^ REGIST RED CIVIL ENGNEER NO. C 65193 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE REWIRED lO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE - ��� $'1v$Li'[I`j,v ]�[p$Q{1fi',][�'j' p CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THE PROJECT, x.c I EXPIRATION DATE: 9/30/05 DATE: a YOU DIG aS YOU DIG INCLUDING SAFE Y OF ALL PERSONS AND PROPERTY'THAT THIS REOUIREMFNT r>o.a' de° TEL (909) 683 - 5234 FAX (909) 683 - 5301 The note engineer aiggnip these plops is r onsible for SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ��L ��L accuracy and acceptability of the design herea�rl,in the event of Tat �� - -'�'7-28� WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO Ora A Y. Tl 11JCL SHEET GF 1�H1S. discrepancies arising after county approval or during•construction, DEFEND,INDEMNIFY AND HOD DESIGN PROFESSIONAL HARMLESS FROM ANY +, BENCH MARK: the Ornate engineer chat be responsible fa determining an A PUBLIC SERVICE BY OF WORK OIIBtUNNs N ECTOU FXGEPnarls u�TY ARSING FFROOMMETIE�SOLE �rf or aNV SCALE AS SHOWN accceapptable solution and revising the plans for approval by the UNDERGROUND SERVICE ALERT NEGLIGENCE a DESIGN p��AL MARK REVISIONS APPR. DATE SEE ABOVE county. FOR W.O. F.B. DESIGNED BY JG DRAWN BY CV CHECKED BY JG DATE: DATE NOV. 2003 ELSINORE HOMES 1018-013 m O I c b _ E-r II I M \\ - � 1 * ^ . T - PBDFUZ 3CAIZ I'= 40' HORPL 10+00 11+00 12+00 13+00 14+00 15+00 18+00 17+00 18+00 1 LHIY LANE LINE CURVE DATA(IN FEET) 5 SEE SKEET 4 DELTA/BEARING RADR13 LENGTH TANGENT N J P'I Q 205'3 38.00 136.31 N11'30.16-0.16'E 50.00 no�m yM, 25 L=79.45' 35 11 5 10+45 O O 25.31'48- 110.00 49.01 24.92 >~vv 28 ,91 O ® 25.31'48" 184.35 82.14 41.40 Jim 30 31 32 33 , 34 s 38 39 40 90 00.00- 25.00 39.27 25.00 6, ' 60.00' 2 60.00' S6.83' 60.00' 60.00' 110. + 1 10 2 10 4. L N 4 5 17. 16'61 FL .48 L *_7, CONSTRUCTION NOTES _ LIL N37'02'04'E _ _ N37T72'04'E _�- � E"e®j 1 N 12 9 13 14 6 440.35 9 15 277.51' 9 0 r 18 Qi CONSTRUCT 6'CURB &GUTTER(TYPE A-6)PER RIV.STD.DWG.NO,200. 3 [p1 O2 CONSTRUCT 0.25'AC PAVEMENT OVER 0.33'CLASS II AGGREGATE BASE. LE.U.5.D. ` 4.4 " `�� OCONSTRUCT 6'VADE P.C.C.SIDEWALK PER RIV.CO.STD.DWG.NO.401. AN 379-030-005 1 2 at.4 56.90 25 60.0' 24 60.00 23 60.00 22 60.00 21 60.00' 20 60.00' 19 60.00 18 60.00' 17 60.00' 16 60.00 1 60.0 OONSTRUCT CATCH BASIN PER RCFC STADIUM WAY �' 26 n U STD.DWG.NO.C8100,SEE PLAN FOR M1DTH OPENING FUTURE SCHOOL AnrcM �6 ST.STA 15+22 49 6 MEADOWLAKE LAN [� �`"f"' 4.4 tib = A + LILLY LAN 4 INSTALL STREET LIGHT PER COUNTY OF RIV.STD.NO.1000. 6' 9 1�27 10 CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV.STD.NO.403 CASE A. 11 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD.DWG.NO.201 PROP.SD PER 9 Q CONSTRUCT LOCAL DEPRESSION No.2 PER RCFC STD. .. PLANS % DWG-NO. (CASE C). SEPARATE 15 INSTALL R-1-1 STOP SIGN PER CAL TRANS STANDARDS k Z ell It THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE x CONDITIONS OF DEVELOPMENT AND/OR CITY AND STRIPING NOTES STATE LAWS, AND A PERMIT CAN BE ISSUED. MEADOWLAKE LANE 20 PAINT 12'WHITE LINE PER CAL TRANS STD.A24E /2-/p-D-P ❑3 APPLY THERMOPLASTIC'STOP'PER CAL TRANS STD.A24D 40 20 0 40 80 120 RAY11OND O'DONNELL CITY ENGINEER RCE N 26603 SCALE 1"=40' NOTE: Under round Service Alert PR A D UND R THE DI C N OF: IN THE CITY OF LAKE ELSINORE SHEET NO. ! 9 PRIVATE ENGINEERING NOTE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA WORK CONTAINED WITHIN THESE PLANS eForc:e, � G` �� CANTY ENGINEERING GROUP, INC. j' SHALL NOT COMMENCE UNTIL AN N �� a "�MOw' CIVIL ENGINEERING - PLANNING - SURVEYING TRACT 30670 ENCROACHMENT PERMIT AND / OR A DIAL TWO WORKING e�Icn�TR CTM PRACTICES.TM���naORo��wTM�WILL „-`<�«.o ^'� REGISTERED CINL EN N9(�S F NO• C 65193 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 2 GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE REWIRED ro ASSUME SOLE AND COMPLEn RESPONSIBILITY FOR JOB 51E ,a ,� EXPIRATION DATE: / DATE: 2 03 STREET IMPROVEMENT PLANS cONOnc S DURING THE COURSE OF CONSTRUCTION DF TME PROJEcr, r!a TEL (909) 683 - 5234 FAX (909) 683 5301 YOU DIG YOU DIG waubwc SAFETY OF ALL PERSONS AND PRUC11M THAT THIS REOUIREMENT Y; The private engineer siggnin these plans Is Bible for SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED R NORMALAHPHOVEI) ���n�T accuracy and acceptablily of the design herrearl,ln the event Of jpLL � �_8�_�7_26� WORKING M0 AND CONSTRUCnON CONTRACTOR FURTHER AGREES TO Cie. MEADOWLAKE lJIT�W LANE QF ��SHT$- discreponcles arising after county approval or during,Construction, DEFEND,WNENNFY Al&1 NOLD DESIGN PROFESSIONAL HARMLESS FROM ANY r, yd BENCH MARK: the private engineer shall be responsible for determinin7 an A PUBLIC SERVICE BY AND OF iv) IABniTY'P REAL EGtIZPCTI�NG IN NLIABILITY 1NG H THE 7HE SOLE '�!ar aAV� SCALE 1°=40' STA 10+00.00 TO STA 18+00.00 accritable solution and revising the plans for approval by the UNDERGROUND SERVICE ALERT NEGLIGENCE OF DESIGN pRdFEsgpNA!_ MARK REVISIONS APPR. DATE SEE SHEET 1 countt' DESIGNED BY JG DRAWN BY CV CHECKED BY JG DATE: DATE NOV. 2003 FOR ELSINORE HOMES w.0.1018-013 r.6. 04-/2�2/3 4AA Pmb w /26.78 Dq --__ __=_ _�=__=_==___=_ _________ —S—____ ___ ME _ _ _ __------- ---__—=--1 EB= ==E=>c E=EEE.s=_ s=soon_s=o—_ BE —________ __ =_=z_c —_--o�CC =CCC�==_= C�CC�=_xC�=_ ��ECC=SSEEE=SS=CsC—i-' :'�l� —=ss:s==ss:=_ ___ __=—==E_'= = — ---CC----- _________ _________ _______—_ __--_---- "11170 WE AC —_---_ ----- --------- --------- ------- — ---C--_ —__--- ---____-- --_---_ --_ —_—__—_--_ —_—_—_—_—__— —� ___ _—__—_—_--_ —_—_—_—_—_—_—_—_—_ __—ram ESE=_ =_=_E Eoo= =ssa===s=s==s= s=====____ _E_===��E s=s=s=s=ss:=s=-- oo=�___= s==s=ss:o _ ==s-==E_==E—=ssgm so=_esos=ss=s=s=o! —_— _E— ...;; o_=E ---------�_________ ____s==--- s=ssa=s= _ ==s==s=E---__---- =iesT---- — ---------- ---- ----_ __ _ NOME ---_— --- =====s== mrtv _ � EM ____ E--:=-:fflwe- e��__ --__—_— i = === s=s=a= =� _ ___ ==o= =o====_=ae --=sT=_ _ ____E-�_ ====o===e _________ _ ___=i asi ._E ___ __ _ = oo—_ — __— � =so======e —'=s=ss=s===s== sc==_ss= s=s=s=ss:�o—o=: caa:.t-s=s= sc—scsrsc=== s= ----- _ ---_-- �= R ME ______ ----- _, :. —___--� --.ram: +:I�,�h' __ _-- _—FIRE? __ _ kE------C �E — .— —e _sss=s=sss= -- !!E• �CCC•• SE= ee'� ,r,. '_ _E_===—_ �_ '�-p fx's•£ --! ss="<.' _p-_�-Es==s==�- =s== .=:'4�= LTA•ZE � ��•'1�."i-- QCC�'.�@SE =_•FSP� E.CCCCCCC �_CIEI- I'LC� �CCECCEETE«SCEB :L.�CCBSC7------_ _--- =S=�sSiO.�•----E---5' __-- G4-'s — _ — _ -=_____ _— Hin - ----- -- -_ _--_ ---- —�---- --.�=G:�—.,----�� =x =__ ==s=s=s=s-s-====== =sos=s=s=ss:o== ==s=sc=s=s=s=_ _s=---_ —__�_— s JE-• _----_--- s= rs=—s=�s======so=_�_==s=s=s==s==� ---=SCC----s* —_SCE--E?!J —=CS :CL:'GC=:_i.. =.5 _T_ -- 5—__C—__—_--_—=--5-----5 -----.k ---C---� -_C — —__—_---- —C ----5_--------5---------� ----- ---- --- --_— T�'.c {�Z— ��iC�—___ --- --------- ---_____— _----_E —_—__--_.t..---_ E-- �G= —_—_______—_-- --_--- _------- -----I MZE '�ii',C—_ —_CC =E�SCEE--- -----=--=�GE----_ —'S — —�•E—_ G•.C_ _-- — •• w^ �__--_�_—__-----�- -_-- — �- -- — ----- E0000= ==o====== EM ----- --------- -----_--__ __-_-- �- - -_---__�_--===---M-----�_- - ___ =_ = � � �______ ===SS S=SSS=c== =5 CEEE=EEEE -.R� -- =SCECCESS CCEEE—=-- ____ _---1[��tCBE�; --- ----_--5E ---------_ __ ----- --------- --------- --E---�EE -- -- - ----_----�— z-- __ —_—_—_—_—_—__— ---- — —_-- ----C=--- =c: —E_ -� ia•a r:r- .,,c.a=—=>=—_:::::� =SSC --_— sue- -- S-- _--- ` __ ----_ ===E _____�__— .li='.as:ey�..::-. :F: �G�,•;=�e��_� ---__- Ee===�_— SERVE G �s-s t:,F::'1: _-- �y:'°�9�_1=s=�'==_—=E===es:=�L =- -----__— —==—�e_o=cee==e== --=— —ss �eEE _ E� � ���___•-�__=!-•r c�—��=ass==� _===ss= cam a�—oe¢77e —E____ = c=Eos a e_== s2c==EE===z=Sc -'SEE_._F °� c ===oL —_ =e_EEE__== - a r=E 'e L- ===m8E====___E_ — _�:•::�:: adFn F:e, ___ ___ —n _—_----- — _ _ � ==c --- — -- _-- E =sue, INS _____-_ __€ ___'� _ _ _ _____________ -- _ -- --_--—_---_-_ _ ----- -� C—___—_-- _—_�—E— ---__! ME _---__—_- ----- -- ------ _ — --- — ------ EEE= �E--. �•'�� —! -- --_----_—! . . — ---- :xl•�/-�-? _-.=-s a =— --_--_ �—�S --E--_ __-- -----_ ='�r'�e_�-�_', --- --_ — S ...1. --------- ----7=---- --------- ----- ---------� —_----S—i LE:L--,i�-- ---------E--------- ---__--- -------_— _ice:.•'• - --- -- -- E_ ---__ —_ ��_' --------_ --------- —_--_--_- --_—_ ----___----�..�- ___--- —5==—=EE= _—� ___-- —_---- _ __--_—_— p _ —__ -- _- -- --------- ---- ---- ----- --_--5--_= - _---==EE ---_____—_ =CSTT' SCA'i'R ==EEEESfO�OCCC—_ __—_ _-- ---__C—CE =1==CISS— --_ --_E --- _'�_ -- _--_ --------- -------- ! cc==_=—=E - EE==== E_ ':se W�tcE= ": a?no= — �iP :=>__= se====E B —_•,a'.^FTecT —=ems= ===E = = EEE- ��--g ......:�_--_��__.,....:.,,__-- _______ — -..:._.:....F-_.ai�_ _::_— =Y _ s --- —__ _— — _ - — _ -- _ --- EDEB =° E£ _E_==�E—_—__ /i = ==SE'EE.E'CICC--_-- l:xoSS�SS =SSSCSCL 'SCOSC=QSoO'E=�Er=p—_--S�Q E>°=cE —_ i�E ;:r= -- = BE>==_ __ =EEE p� s=E===�=s=�=;=sesc=�mm_E_Ec_.=—___ -===E£Essc-_=��s�=-�=___ _ ==�Ei===== I 'x�.,�_=====fc—ses=ss:===_==_�so==s =___ _ :�e_�__ ___E-:�_�•. x:�E�C=��=�=�=�� 's==_ ___ ——___=_=_—seso =se=_s sese=_s: _= __— _ = _ _—sue _ ___ —_-- --------- --------- __— --- �JEe EE^= �^�,.g--E� SO- `: __— _ _ —__ —_-- ---- E —_ _ --_ � --�''' .� —_---- — ------ --------_ —_--_--- --_--_i�_--=—_—_--�-----5_--� ---��----�' =-IDS —_—_ _ —_ _—_ -- -----___ ---_--�__— ----�—__—___ W- -W ---- --= =_-- ` : =c c ---------- --_ S1� --- -----— ------_ —. ----_. :— . — --- — SteME� C=B>`--E — — —C.--=--- — " SCE E _— —.:C-- L ---=—_---�_—_—_--_-- E__- .�5-l---- -----=-5— --------- ----E_—_—E— _EE_—_--_: i== _==E==cc. ==E£==8=== =lc=E =e E _ _�__ .'"'=________ _________ � E_ cE__===_ ________ c== _ E�==1=___ _ — cccccccc c====ccc= cccc===c= =�===E:c��icE �_====_c_ccc�c==E=ccc=�cceeeEeE=i _______NONE________ _==ccs c ce __ _____ ______ -•==B==ccc __�_= 1 :.•✓ _— Ste= ------ ----- — --- — -- 11 � 11 1 11 11 11 1 11 11 11 11 11 . 1/1:1.1�1• Y:�I' Y71.I.y •Y:i: Y:I[i[y• U �w •i ��� , 'I ICI Y' : :Y • . • i • • i . �� ••• is — . ✓i.. p• . ,1• 1 / 1 : •, ���, '• • �— •�., . . • .' 11 /1. 1 1 C• l l •1.1 11 II"1 I e . .• r is 1• �• 11 •• • : : : a � I I E1 I I - I I n o _ PBDFU seta - - 1*- 40' HORtz _ 1'- 4- 1 +00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 MEADOWLAIKE LN. SEE SHEET 3 CURVE DATA IDELTA RADIUS LENGTH TANGENT M CYHDO SFr. £ Q 105-00'38" 25.00 45.82 32.59 SEE SKEET 5 13 5 441 Q 90.00'00- 25.00 39.27 25.00 MEMO UM LN• + 9 f 42 N67-58'34"W 43.18 L 8 10 E 'aa A316 4 210'01'17" 38.00 139.29 vII I 'I i STA 11+03.00 R.P. 4 3 Q N3T5T18"W 43.16 19 9 r 6 I, 17 1 ST. \12+43.25 Y t 15.6FL 4 6 08'OS'S3" 300.00 42.40 21.24 I+ er 4 36 1+ + ]2 f f 11 t5 v�i 1 43 Oj J 35 si.00' as.ez' =a.9 f 'm 05'17'53" 280.00 25.89 12.95 10 p 101 ST.STA.10+GO.00 RYAN CT. 1 3 103.00 11 15.89FL ® O6'09'S8" 320.00 34.44 17.24 ST.STA 10+00.00 C ULLY N 2 1 1-1 9 EUREK A. 9+0.99 OWLAK .49 %.AK L" N .6 9 3 1 .0 1 Q 92'48'00" 35.00 56.69 36.75 2 14282' - 1 .G3I j STREET 10 .12F 4 5 4 10 8B'45'00" 35.00 53.80 34.24 18 1 3 11 15 1 m to1 H 2 6 71 £ 3 t 44 CONSTRUCTION NOTES 10 2 1 11 I 45 3$ 8 e3.ao' 7 = O 6 O1 CONSTRUCT 6'CURB &GUTTER(TYPE A-6)PER RIV.STD.DWG.NO.200. L t uK O2 CONSTRUCT 0.25'AC PAVEMENT OVER 0.33'CLASS II AGGREGATE BASE. + 0 CONSTRUCT P.C.C.CROSS GUTTER PER RIV.CO.STD.DWG.NO.209&209A. III I + 0 CONSTRUCT 6'WIDE P.C.C.SIDEWALK PER RIV.CO.STD.DWG.NO.401. ©SAWCUT 1'MIN.EXISTING AC PAVEMENT. EI RYAN CT. Q7 REMOVE EXISTING AC PAVEMENT. LEGEND (ABBREVIATIONS 8C SYMBOLS) � (D INSTALL STREET LIGHT PER COUNTY OF RIV.STD.NO.1000. ig CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV.STD.NO.403 CASE A. D.C. THESE PLANS HAVE BEEN REVIEWED FOR D INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD.DWG.NO.201 F.S. DENOTES FINISHED SURFACE STRIPING NOTES CB DENOTES PROPOSED CATCH RAISIN COMPLIANCE WITH THE APPROPRIATE 15 INSTALL R-1 STOP SIGN PER CAL TRANS STANDARDS PE DENOTES PROPOSED PAD ELEVATION 2❑PAINT 12"WHITE UNE PER CAL TRANS STD.A24E CONDITIONS OF DEVELOPMENT AND/OR CITY AND S.F. DENOTES SQUARE FEET LILLY LANE 03 APPLY THERMOPLASTIC"STOP"PER CAL TRANS STD.A24D STATE LAWS, AND A PERMIT CAN BE ISSUED. AG DENOTES ACRES i�ss �'/n� SD DENOTES PROPOSED STORM DRAIN I /fwnn..�.�1 lY�N'W._�A /2-/Y-07 40 20 0 40 80 120 SAWCUT R OND O'DONNELL CITY ENGINEER RCE # 28803 GRIND&AC OVERLAY 40 20 0 40 80 120 SCALE 1"=40' SCALE 1"=40' i NOTE: Underground Service Alert PREPARED UNDER THE DIRECTION OF: IN THE CITY OF LATE ELSINORE SHEET NO. 9 WORK CONTAINED WITHIN THESE PLANS PRIVATE ENGINEERING NOTE WWFE9I/ CANTY ENGINEERING GROUP, INC. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHALL NOT COMMENCE UNTIL AN ® AeR ak'Y -?p G". CIVIL ENGINEERING - PLANNING - SURVEYING TRACT 30670 ENCROACHMENT PERMIT AND (/ OR A DIAL TWO WORKING A�TTEEDTION CONST�RUCCTIION PPRACTK TRACTOR AGREES WHSTTRU IN ACCORDANCE ON CONTTRACTTOORWIIWILLL BE a n.x o. '� REGISTERED CIVIL EN R NO. C 65193 4 GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE ENRE REQUIRED TO SOLE AND ANDRSE a CONSTRUCTION OFU31UTYY FOR JOB S� w EXPIRATION DATE:�/30�05 DATE: �sN/e3 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 STREET IMPROVEMENT PLANS YOU DIG YOU DIG INCLUONG SAFETY OF ALL PERSONS AND PROPERTY;THAT iHIS REOUIREMENT E.A-IM A TEL (909) 683 - 5234 FAX (909) 683 - 5301 RYAN COURT: 91J 16+M00 1ti STA 11+0100 The private engineer signing these clans is responsible for SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL accuracy and acceptability of the design hereon,in the event of TOLL FREE 1-BOG-227-2800 WORKING HOURS.Alq CONSTRUCTION CONTRACTOR FURTHER AGREES TO aAL OF ��-SI•I75. discrepancies arising after county approval or during,gonstruction, DEFEND.INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS EROI AHY •t BENCH MARK: A PUBLIC SERVICE BY AND ALL LIABILITY,REAL OR ALLEGED W CONNECTION WITH THE PERFORMANCE �r Fd' SCALE 1"=40' " m*moo TO s!A 12+4390 the private engineer shall be responsible fa determmmy an OF WORK ON Tw5 PRp,�cT�EKCEPnNc UABLITY ARISING FROM to SOLE f of CAS accept ble solution and revising the plans for approval'by the UNDERGROUND SERVICE ALERT NEGIJGENci OE D rGNO PROFESSIONAL MARK REVISIONS APPR. DATE SEE SHEET 1 T DESIGNED BY JG DRAWN BY CV CHECKED BY JG DATE: DATE NOV. 2003 F� ELSINORE HOMES '0�1018-013 F.B. oo W m m� as aO ,rN3 h Cf 0 Ca T _ E mmm scam 1'• 40' HORIZ z 1'• 4' YI{RL e 9+00 10+00 11+00 0 12+00 15+00 14+00 15+00 18+00 17+00 18+0D 19,'00 20+00 21+00 zJ F CD p R 0 ❑ ❑ GAS— 6"GAS— —fX 6"GAS— �+� —EX 6"GAS— —EX 6"GAS X 6"� , X WTR— 3 � R— TfI$�A18+tY�5� �ff18D —�X W R— —{X WT�fXISF.-'(2)18"MP —f� T —fX WTR— — * 18 EXIST.21"WfR * _ A +4. LILLY UN. SEE DETAIL LIFT *w n *;� + --�—+� 10 `^C 11 FS 13 14 15n 16 1 _ — 19— 1 "; 1 20 6 7 J_ M U _1 T.-4LGA6-_�_____ _�_—__—_ _ _ __ __ n G F U 1 1 4 2 _TPR 1 ^� 10 FJ� e 10 2© Ir- 3r61' �0. r —60-W —6((>.F6r R�y- 6B5P 6Bfrt T— T �''111',,C_ 3 — — —11333' y.� 3.7 O: 1 4 � LINE 6 e 15 SEE SD PLANS ' 11 TR 70 ' MIN OVERLAY TT��** TT**TT O 0.10 MIN THICK UUX Ll�. M� T TA.17+6. C.B. 4 5 1 OR AS DIRECTED SEE SI3SE1' ,� W=21 IN MIN SAWCUT EXISTING INTO EXISTING PVMT. 010=18.1cfs EXISTING PVMTT. STRIPING NOTES CONSTRUCTION NOTES 0 00=34.4af3 T �m NEW PVMT. It O7 CONSTRUCT 6"CURB &GUTTER(TYPE A-6)PER RIV.STD.DWG.NO.2DO. LEGEND wHREVIATIONS AC SYYHOIS) �1 PAINT 4"YELLOW PER CAL TRANS STD.A208 DETAIL 24 a ' Q2 CONSTRUCT 0.25'AC PAVEMENT OVER 0.33'CLASS II AGGREGATE BASE. ❑2 PAINT 12"WHITE UNE PER CAL TRANS STD.A24E O.C. ON CURB ®CONSTRUCT 6'WIDE P.C.C.SIDEWALK PER RIV.CO.STD.DWG.NO.401. ❑3 APPLY THERMOPLASTIC"STOP"PER CAL TRANS STD.A24D CONSTRUCT CATCH BASIN PER RCFC F.S. DENOTES FINISHED SURFACE O JOIN DETAIL OSID.DWG.NO.CB100,SEE PLAN FOR WIDTH OPENING CB DENOTES PROPOSED CATCH BASINI 6 SAWCUT 1'MIN,EXISTING AC PAVEMENT. PE DENOTES PROPOSED PAD ELEVATION ■v}�' N.T.S OREMOVE EXISTING AC PAVEMENT. S.F. DENOTES SQUARE FEET THESE PLANS HAVE BEEN REVIEWED FOR OINSTALL STREET UGHT PER COUNTY OF RIV.STD.NO. AC DENOTES ACRES CURVE DATA SO DENOTES PROPOSED STORM DRAIN COMPLIANCE WITH THE APPROPRIATE 10 CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV.STD.NO.403 CASE A. ____ CONDITIONS OF DEVELOPMENT AND/OR CITY AND DELTA RADIUS LENGTH TANGENT O GRIND&AC OVERLAY O 92'48'00" 35.00 56.69 36.75 MACHADO STREET 11 INSTALL STREET NAME SIGN PER LAKE ELSINORE RCF STY STD.DWG.NO.201 STATE LAWS, AND A PERMIT CAN BE ISSUED. 1©DWG.NO.LD2o LOCAL C.DEPRESSION"°.2 PER RCFG sTD. Q 88'04'OS" 35.00 53.80 33.84 V'6 r g RELOCATE STREET LIGHT PER PLAN � /Y a7,.,��I /L-/ -0 T 40 20 0 40 80 120 RA ND O'DONNELI, CITY ENGINEER RICE # 26603 15 INSTALL R-1 STOP SIGN PER CAL TRANS STANDARDS 16 INSTALL REDWOOD HEADER SCALE 1"=40' NOTE: Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER HE DIRECTION IN THE CITY OF LAKE ELSINORE SHEET NO. COUNTY OF RIVERSIDE, STATE OF CALTFORNIA WORK CONTAINED WITHIN THESE PLANS oraes, � CANTY ENGINEERING GROUP, INC. I _ SHALL NOT COMMENCE UNTIL AN ® .�°� �" $u 6ft". CIVIL ENGINEERING — PLANNING — SURVEYING TRACT 30670 5 ENCROACHMENT PERMIT AND OR A DIAL TWO WORKING ACCEPTED ION CONTRACTOR PRACTICES.ATHAT IN 1C�DANCE WITH GENE BE L Y a. ft REGISTERED CAL ENGINEER N0. C 65193/ BEFORE DAYS BEFORE REWIRED TO AS9NE SOLE AND COMPLETE RESPONSIBILITY FOR JOB STE n 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 GRADING PERMIT HAS BEEN ISSUED. E CONDTIONS OUTING THE COURSE OF CONSTRUCTION OF THE PROJECT. Kw C ,a EXPIRATION DAIS:9/30/OS DATE: t STREET IMPROVEMENT PLANS P g �� YOU DIG YGU DIG INCLUDING SAFETY OF ALL PERSONS AND PROPERm THAT THIS oOUIREMENT rn.a-°l�o-m TEL (909) 663 - 5234 FAX (909) 683 - 5301 MACHADO ST. The private engineer si nin these ons Is responsible for SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL A Y: accuracy and dcceptabl Ity of the esign hereon,in the event of TOLL FREE 1—BOO-227—ZBOO WORKING HOURS(AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO ua OF 11 SHTS- disaeponcies arising after county approval or dunng,canstrudian, OFFEND,wDENNFY AND HOLD DESIGN PROFESSaNAL HARMlE55 FRaM ANY % SCALE 1"=40' BENCH MARK: STA 10+45.52 TO STA 20+61.00 the private engineer shall be responsible for determnina an A PUBLIC SERVICE BY ANO ALL LIABILITY,REAL OR ALLEGED N CONNECTION IA THE PERFORMANCE �rF of CAV uceccitable solution and revising the plans for approval by the UNDERGROUND SERVICE ALERT NEGLIGENCE of aTMlDESIGN GT1 ONAL uABUTY M9NG Ttau tNE solE MARK REASONS APPR. DATE SEE SHEET 1 t DESIGNED BY JG DRAWN BY CV CHECKED BY Jc DATE: DATE NOV. 2003 FOR ELSINORE HOMES W.O.1018-013 F.B. � I � I = - - - ' I c) N R A tp - PROIIIE 9CAI8 � 1•= 4, I)RIZ - - - 1•= 4' VERT 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 CONSTRUCTION NOTES - x m <D CONSTRUCT 6'CURB &GUTTER(TYPE A-6)PER RIV.STD.DWG.NO.200. ALVARADO AST. z _ Q2 CONSTRUCT 0.25'AC PAVEMENT OVER 0.33'CLASS II AGGREGATE BASE. CONSTRUCT P.C.C.CROSS GUTTER PER RIV.CO.STD.DWG.NO.209&209A. LEGEND (ABBREVIATIONS & SYMBOLS) Z`i ®CONSTRUCT 6'NUDE P.C.C.SIDEWALK PER RIV.CO.STD.DWG.NO.401. O.C. ON CURB PROP S.D. OSTB00SPLNCFSID DWG.NO. 1 SEEPAOR WIDTH OPENING F.S. DENOTES FINISHED SURFACE : L S ©SAWCUT 1'MIN.EXISTING AC PAVEMENT. CB DENOTES PROPOSED CATCH BAISIN :AS— — G"GAS— '.b"{aAS— —EX WTR— SF-6Tk 2$4T93Y M;CHADOSf- X WTR� —EX WT O7 REMOVE EXISTING AC PAVEMENT. PE DENOTES PROPOSED PAD ELEVATION A7 +41.8 NA EXIST'21 W1R, +. 9_ w w QINSTALL STREET LIGHT PER COUNTY OF RIV.STD.NO.1000. S.F. DENOTES SQUARE FEET *;� SEE DETAIL — — 77---- EP * 10 CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV.STD.NO.403 CASE A. AC DENOTES ACRES _ 22 _ SD DENOTES PROPOSED STORM DRAIN m —— �_ _ —{��T — 3' 11 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD.DWG.NO.201 ---- SAWCUT NG� 4 "��n 2 TRACT BOUNDARY SAWCU" EXISL 4-GAS��GAS 7T EPA 26 1©RELOCATE STREET LIGHT PER PLAN GRIND&AC OVERLAY ---- -- - - - - O MIN 010�MINTHICK @ 2 a 15 INSTALL R-1 STOP SIGN PER CAL TRANS STANDARDS OR AS DIRECTED -- 16 INSTALL REDWOOD HEADER 1' MIN $AWCUT PROP 5.�- - � 3 N �� INTO EXISTING PVMT. 1 I ©CONSTRUCT LOCAL DEPRESSION No.2 PER RCFC STD. EXISTING PVMT.\ -- S P 9 11 10 C/L C.B.No.6 DWG.NO.LD201,(CASE B). L 12+71.38 BCR 1 5 _——— NEW W 0=0 PVMT. STSTA.24 ' ca 010 .44ots ' L .I. 010=0.3 ds CURVE DATA (IN FEET) ATALIE iVit� F77DELTA RADIUS T.ENGTH TANGENT 0 �G1 JOIN DETAIL SEE SKEET g 1(D 90'00'00" 35.00 54.98 35.00 cjy STRIPING NOTES ( THESE PLANS HAVE BEEN REVIEWED FOR 01 PAINT 4"YELLOW PER CAL TRANS STD.A208 DETAIL 24 COMPLIANCE WITH THE APPROPRIATE [fl PAINT 12"WHITE LINE PER CAL TRANS STD.A24E CONDITIONS OF DEVELOPMENT AND/OR CITY AND MACHADO STREET ❑3 APPLY THERMOPLASTIC'STOP"PER CAL TRANS SRO.A24D STATE LAWS, AND A PERMIT CAN BE ISSUED. AV.. 146ff /2-I,P-OS 40 20 0 40 80 120 RA ND O'DONNELL, CITY ENGINEER RCE N 26603 SCALE 1"=40' f NOTE: Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED SHEET NO UNDER THE DIRECTION OF: IN THE CITY OF LAKE EL3INORE I 1 . WORK CONTAINED WITHIN THESE PLANS QpOFEeeIpA' C93 G CANTY ENGINEERING GROUP, INC. TRACT 30670 SHALL NOT COMMENCE UNTIL AN �a � GT"AA1NO� COUNTY OF RIVERSIDE, STATE OF CALTFORNIA CIVIL ENGINEERING - PLANNING - SURVEYING ENCROACHMENT PERMIT AND / OR A DIAL TWO WORKING ACONSTRUCTIONio NSmu CONTRACTOR PR AGREES CONS THAT TRUCTIO+°ANCE CONTRAC WITH GENERALLY ;�+�0. �� REGISTERED CIVIL EN%ETE N0. C 65193 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 6 GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE c 45190s EXPIRATION DATE: 9�30/05 DATE:Tz14 20 (OWA AVENUE, - 5234 FAX RIVERSIDE, , C - 5301 STREET D&ROVEI�NT PLANS couanONs DURING THE COURSE OF CONSTRUCTION OF THE PROJECT YOU DIG YOU DIG INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT THIS REOOIREMENT The ivate engineer siaanin these pions is responsible for SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL accuracy and acceptability of the design hereewl.ln the emt of TOLL �� 1-8�—'u'7—'j60� M'ORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO n„ Y MACHADO ST. oF 11—mT. discrepancies wising after county approval or during,construction, DEFEND,NOEMNIFY REAL OR ALLEGED AND HOLD LESION INPROFESSIONALCONNECTION HARMLESS T FROM ORMANCEANY ei BENCH MARK: STA 20+61.00 TO STA 25+90.00 the private engineer shall be resptansible for determininy an A PUBLIC SERVICE BY WORKPas EZCEPnNC IN ryG swc FRaTMiFETi[RSaiE 'Te or cNu SCALE 1'�=40� acceptable solution and revising he plans for approval by the UNDERGROUND SERVICE ALERT NEGLIGENCE OF DESIGN PROJECT EXCEP119 MARK REVISIONS APPR. DATE SEE SHEET 1 county. DESIGNED BY JG DRAWN BY CV CHECKED BY JG DATE: DATE NOV. 2003 Foft ELSINORE HOMES � �1018-013 Al� OA iv/1�63 814 �r� 1-45,15 ot,�, MM: MM= =M�WMMM MM: IMM IMM MM;MM: __:MM ;MMMM:MM:_MM:;MM OWNER IMM MMI= MM: _=MM: 100 IMEE: _=MM: IMM= =M-MM —————— IMM IMM MM: !MMM ------ _;MMMM: --- == MR 1MMMM; MM: MM;MM:MM:MM:___ ZM:1MMM".r MM:Mr._ =7--- MM; =IMM MM; MM; IMM—MM: IMMMM IMM I MM:1MM MM:MM;MM;MM:MM:MM:__ 2MM= MME—n MM: MM: MM: MM: 1MMZM_: MM: ZMM=r ZM1 ME-E ME:B, rofflE ==== M=— MM: MM:;MMMM:=-1 EL-1 SMMSMMIMC===B�� MM;;MM CM; - = _ =' 1111i.- =-�.' Sir =-- no mg F = 1CM MM:v__ MM: !MMMM: MM: MM::MM;MM;MMMM:MM:MM:=M= MMMMP MM: _MM: 1MM_ M 1CM MM; MM: =i MM! 1MM= MM: MM;MM:CM:ZM:1M M : IMMMIN MM:MM: MM: MM: T MM:SCM MM; --------=0== Omm M Mit� kt .- ==== — MM: ;Ta — - MM: IMMIMS.� 15EMSHE MM: IMMIMMIMM ==I somMM ME! MEF, Micz MMMMgMz%1 ==i zM:1MM=_1 ==M-- c EP =MM: _MM:MM:MM:MM:= :MMMM: MM:_ =ZMM1M;t M MM:MM:MM;=m=______ a H. 1CM MM:==MC =MM: W= ---- IMMIMMIMN — --------- --- McM: ------ MM:------ IMM ====_—IMM.�z' 2MM!MM!MMMM:MM!SMM_ ;MMMM:MM:=IMM: _=MM: MM:MM:MM;!MM=9=_- 1MM1cM1MM1MMMM:=T =1MM---- FEM MM:MM: =IMMcM:MM; w 7..eoEE = Z= ------1 . ME --- ——— M=MM:MM::MMMMM: =MM ME 1EEMM ----- __MM:MM:MM; 9= MMM: MM: MM:MM: ---- =MM: IMM IMM MMM:MM:MM:1MM=g MM; =`MM=M=MMMMMWM=__ IMMMM: MM:MMMMMMIMM: _IMMIMM 0=11MOMMMUM MM: IMM MM:MM: MM:MM: MM: M__M M SMSCM =!MMIMM: UMMMMMM = MM: SMM gggmggmq ==NooffiNg = 111 :MMIMM =I!--- — IMM MM: =0 =9= MM=== MM MM:__ ==N= M==_ MM:MM: ----W MMM EM: MMIRINNIMEMMMM MM: MR �Mff% ERNE :MM=r"w= __Wn%MM:!MM7w ZMM M IMM 1q===9= w M= _'r. REM _wnrn=— — 1111 — F I I P11-11 I I—= =_1 ­­ - MM: MM: " . _. -==M,i _-=IMM� IMM =M=== ===E= =M== ME MEE MM; MEE --0-- ME IMM Im MM: ------ME:— IMM IMM MM: =MM; ----- --- --- ME— 1EEMMEEIMM =MM��MM_ =MM:1MM=ffi== =MM:IMM MM:MM: MM: ----- :MM—MM: IMM MM: _=1MMZMM 1MM= w= = _ IaMMMM:;MM;MMMM:=g=1MM=M­­­�EM:MMM:MME:MM Z1MMMMMM:--MM:—MM;—==— MEM: = = =g - = M == I_ W = - _rMM = N N MM: M M —M --- M _ MMM ---- ---MM ---- o == --- ilMM:=M==MIMM E r=-R1=n MEN M= _ ES=M7. ===II=MMMM M M_M!IMMMMM: — M =ICMzM; -M MT-MW ­ rIM_-1 MM: 0MM: E5 1Mw. M _ MM ____ _MMMM3M=== __ MM== I MMM_ = M =MM a M == 3 S 0 M _ _ 0M MM;MM:_ _=1CMZMM1MMc:-11 IMMM­. M MMM: 111-F,014 W ME: IMM_ IIMMIMMS IMMZM:=e� MM:MM: MM: IMM IN MM: SMMMM::� SMMW-'� M­-—= __ 1MM= IMMICM =Fj =MM::MM=E'- MM: IZM MM:MM; MiN EMME _MM: IMM 21pvc; M__Ti ==-I MM:MM: MM; MM: MM: zM: =n MM: HE IMM =2!5 ZMM= pliv MQ� IMMMM:_�.' MMI. MM: - cTr MMM vet� Ez ME ------ MM:MM:MM:MM:MM:."__K N ww MEJ ME Am M =N9 P — Pu S = = - SUMSEM —0111111 M MES: M U-16 WE = = --- — M= MM: MM: ------ =1�i - __ MM: MM:MM:MMM: MM: MM: MM: MM: IMM =A =MM: :MMM ME------ W"'__=__1MM:!MMMM: IMMIMM MM: ME MM:%MM 1MM1MM3CM1MMMM:IF-- MFF M--=== MM: 9 IMM 1MMm====M.1F.rcEEc*. IMM ---- IMM === IMM MM: ---- =1MM;MMMM:;MMi IMM MEN= MM:MM:MM:___ MIMMUMM --- MIMM MM: MM: IMM ====== MM: MM: — = MM MM: MM; Ma: —=M0 MENOMMEM-0= =--=M IMM == MM: MM: MEE _MM: --- Boom 0= Emmmmj= SM: __ __= MM:MM: IMM IMM MM: :cM=MM==FSM==5 ==ME, MM:MM: =MM —=57-- MM:_M; MM: IMMIMM =-w MM: MM: IMM P'NIMM-1 MM:_7-,Rm=MR= MM: MM:MM:MM: MM:MM: IM PIR =P- M= RE= "111111 N99FRIS '_!MM__"=MM: . .1ZM1MM_.' MM:MM: MM: SMM= MMM: =-- =I ===MM"=o_ EE E MM; MMM=== - PF_.1RM_��. . .. �.. �..� .. .. ... ... ....�:==== MIR 1MM===1MM=,-_ MM; F ----- IMMUMM. "A IMM IMM IMM MM:MM:MM:._MMMMM:;= ----- ----- DM­_MMM: "M.7. i PER IMM MzM: EMEN11111111: ------M`- IMM ROME MMUMM_ MM;1MM 0= 1CM =N= =MMMMMM IMM 0 MEMEM Mimgmmm@ a=MM;MM:MM:=9= MM:;MM mm�mm IMMICM --- =MMIMM MM:MM; ------ — MM:MM: =9= MM:1MM__MM:=ffi= IMM MM: C.- MM: =MMM: IMM— _=IMM M= _1MM ZMMIMMMM:�= MM:_ ------ 1MM= MM: 1CM 00=10M ===E= IMMMM: IMM ME! 9 ------ w MM: a= IMM MM;MM; IMM IMMIMM _;MM1MM=9= MM:MM: —=U MM: IMM =;-1 MM:MM: IMM IMM MM: MM:MM: MM: == =20M M= IMM __MM; ON MM;M!__ ==6i- =R =M;1_1=MV'1 &­=== - M _BM". of, MMM: MM___ IMM 1MMCNi 4 • CM:MM:MM:MM:__ SIN so MM: IMM­ MM:MN M= _= ME_M;M =� _Seu ISESM —M" == MM:__ MM:Mz MM;_ _ MM:MM: 9 IMM —M! —IMM IMM 2==' =z--- ME:= MM low CMW _.MMM::MM=_ IMM_ M_ _;MMMM:;MMMM:Z. MM:M_'11 MM:MM: MM: IMMIMM ;.71 IMM =MM:MM:MM:MM:5:1 ==ZM­._ MM:MM! MM:MM: =;o =W11 =F- CM: 9 E EEL, = MM; MM: MM: OEM 0 IMMMZ�=M_ _=!MM!MM1MM= —M= IMM SM MM: IMM: IMM MM: 0 =n�__ NeLm —MMIS =MM; &- MM:SMMMM ;MMMM: i =MM: IMMss� =MM: MM: MEMM: —=Mc --- -------- MM MM:MM: IMM MM:MM: 111==N= MM: IMM G BEES IMMIMMMM:7� MM: MM:MM:MM:CM­____ MM:;MMIMM;--- Mr IMM ==10-- IMMIE IMM MM: MM:;MM;MM:MMcM:=- _MM: MM;_MM: MM;= WE ===is =PM OWE ===MMMM: --- IMM M MM: MM: MM: -jMM;MMMM:;MMMM:= _4MMMM --:MM:MM=E=;MM:MMMM:MM:MM:=.- M_ M %I-==== M�w E===ffi= :MMMM: MM: ------ _=MM: M� IMMIMM SUM MM;MM: MM:MM:CMM1MM_&_7 -==MM I --- IMM __3MM1MM= . 17 MEMMEN1 ==MM== IMM ;Mp 5NII IMM IMM I 1 .1.=1MMSMM---- _1.�MMMM: IMM=MM IMMM -- ---- MM__ - ----- MM: MM: IMM EME == MM: IMM Izz 0 IMM 1MM1MM=_MM:111_M_ IMM MM! IMM - MM: __ IMM MM: ==== === ==='1= MEER ISEM MM: 5-M MENt U IMM Mn My_qqm E ME, MM: M MM: IMM M= M IMM =.. S ZIMC I-P-M-FA 0 IMMIMMMm� z _ .- 11111 M12=1MM1'_!2 _? wM_ M= m=== NOR ME ME= MEER MMMM MR= MM NORM= N M ME MM=MMM_ --- M MMMwc__M=M = M MM==MMM:=:MM=MM:=_=Muz: MM:_ IMMIMM BYZARWAff,• 91A&111i,:19,i L to ——— ——— ——— MMM —————— — ————————— =0 -------MM_ Mlin =0 =mmm Milic— ez im SA == jF. =2.2 MiliMMMM O==�� --=, TE=== mmasss_ Mi S;� MMMM" ME =dd W_, =--I Em OF MEE PER Fq= =m. "MU, aaa=s==sera a-11MRS mitt, =0 --- ------- MENEM! ----- ----- ------- ----- ------ ------- ME= Er TWSEEMM 7 �.l ------- MME WOMMINR Room===== i lk t1llliM&6=` --- lFil L,`f ---- ------ ----- --------=—=�_=- _ — MM —Mllm= N ==F, ==Ba F0M­ ===O= as cc- rgmpm BE Wi ill 200%R-0-9-1 ------ ------ asc ---------- ==in =M =-M 10 — = - liM AR==—M ME ------- GZ MMM ------- — zip, MU =.—.1as= ccssaWNW M= lilliMili Lz. vt� wit =Ml N W N H me gy W-07, aaaaa_ PIN= FIRE a-=% wail "m IN KIN Fill MEN IN PINE blink 10m= ----- ----- ME =_m RE ==1 F I WIT M= iliM MlCM__ NO or-ME --- SH= --Fq= NO------ -- ------ -- ------- lilliMililill ------ ----- .. . ---- NO 1 211 20 ------- --- -------- =IF =:m==== ==51 I EFE, Mll� =9z, �Sag--, BF-F N Em WN ME FrilmM w =Z-!4 will M ME-1 ! = -==W_7== == .11 - == == =m ===m =m Km F=- ==fl 21 clw i 1-=- E = :, ­= == N.. - ---- K Wim E2 I lit ---------- wi M ===m hm ==0ME Mw� ==mmm=mop- pp CH -1 1.. _m==== --- - zr ME _;W: _,aw mmOMoMmolog IMMME ===m wg= ==5W .._MMMMM�=- As _rLj1_'F-MMM=— ­__9 mill ---- ------- ------ ---- ------ NO ------ ---- =Om ---- ---- NO =MMM MM M b ME M h mm=_ Mill P1 FRRN...%�W Fill a,I A MEMO ME =rT ------- _=A: =& =& ME zr_� ==6;i ME= M FOR A ME7, =__MMMt- MME2 No ==CM.: 211 MEN En u MW - =. _U M= _==mmiiim L�w =MEM 00- mg Ral—MEE I.& — mW=mmmmm mmmMm=== =MM=M=M=­— Wftli� M V_ R2 =M=MMM== T 7M ===_MMMM===R=== i6m==M== AV.1;:- ------- �.Kffimmmw= U& a = == --= ==w . 1, ­­ ffEM ME --- .1! ME ME ME _64mm =MR= M== M=MMM ME Rolle WHERE NO E _Mm===W=R= M=M MM -M=_ =======M= ME -M0 OEM —MMMM --- ------- =WMM= 1 —0-0-1-0 INN M= IT =7 I MR cs • W WE MERE MR ME im Em MR FS, M-,9, E7, M—M 10 kinIle ME --_--__-- _ MEER 66iu R =mmmmmm ME ME___-_ M =MMM= MMEE go MIS ——— _ E-___- - -E_== =ME rm ME _ -�____--- =W --EE=-= =mmmm TR FIR mrmmmm== ==999mm =MMMMMMM ME mz` = WE.-M ---MI =w__ 9 M=­­11 MEasK PPM ==FIE =FT ssoa a_ ==Mw MIMME Or AM pr EM M R 0 M m "7 IM 6_mwbi =0 Ez-i MM ER =M Ti PRO R H =Moo Of*% - W _94m:Mi ME FrIT. 94 :Ell f-Zoo -Z �rr_mmmWmm ------MWERIN == =--== m=aE:mr 2- -------- — MEM &ZL == = W=MR --- ----- Mal=— m==MM E=== fflm =RNMOMMEMMMIM MMM—= ME ===MMM= rt -----— — WE ==M MMMMMM cas —=W====z2R 10 log MEE ---- eo fra ME= "L6A=== ----ME ==rm —CM —Bill MM .q =Xxim No K mmm4ma M M =-j- hj= __ ___ - WORIMPREIREPW 1 L= ON =M=== =E===M -= _= = —acresM EI Im L —Lm= 0 0 a'WW"I i m WN,1 01 a w w Z 4 DI w a I Wj I r j DNI I A N Mai W 1� BEENE= =M ROMEO=-= =M BE Ben 1 MEU _5 MINT P., F5 OWN—W W21 m ==MMM ..mw NO =Mll W!, =2 Ea M_ =11mm. EZ =MM=__. 5;;,., BE sp Wimil` M,e E MEN =q ME I MEER:. MEWMMMC� MORE WE M_ MEN===— _ =---===I= W =11illmU Boom= ====_�MM=--- MEMBER =M=== =_E=:qiF mmmmMmmm r ME MM =MM�MEM ' == mfflwmmm�= MEN BE ===Wc =N; ME =mZ1 ONEw-, M FF!" =V Ell Mit. —MEN PQ w — = "W •====0 = — __ 1.�',1 ===�i __ Alai BE 21SE=4 IMPS =0 TIM M NONE ME sa W I E I M;4 =_ gl M_ RE 1w, gm ;I'vm==kl Z=op= %i- "I!F - — ii =MEF: ZZ-_ = W F_-;Gz ==MEMEW EMMEM gromm ===MEMO@ MOMr-7 RE N=ZME, g F'ffF.jm = --- ME -71- L ME M MEN BEEN fll f MENEM MORENO illm-REEME�== =9 BE OEM= BE =====M= ME --- Es ----- === = ==— ME ME, MENEM BE 2 MME ===ME MEE 1 W-4 P FFW' Mai NEW MENS MEER NEW _E Emmi —99 .22= x:i =MM! =——_—.1 __- 'k Emil 0 Em OPEC= @ 9 MEN ==--C SE Eli =-%T- _NM=.7 M 99 MEEM K.m­-'! m a m -- ---- ff;�2 MEMEF-ME --w-M�mommm mEm=mmmmm_ NUMMEEMEN EMEMMEM MMM_ -MEW 999 "ARMOUR@ TEE==== WENNEREMERE 77.r-C ME 7m----- MR Z 690mm--- ak= —MMEMEN IM GM Immm-1 BE-_, BERNE Joe ME OEM= OWN RE gm ark" Ll MIN= ___rPI _=='L�=____ =C_=� .. -=C______.. ____ l __- _________ -__. _ _C _T :" CLCL�'�C�C�i^id �' CCC� •` .`f =C_CCc �C EE -______ _� _=_S =_ =___ S =NEw R CC�CC CCCCC��=C C __R _G _� ___________ _ ____O '- ________ -- MM -;A4 =•_' �________ _�_ _ @=-=EIE• .si =____====E::_ _ �_�_.___ _ _ate===�_`EE ______ ________ ii��_�__ ___l_•.'? iLrC______ _________ ________ _________�________USERS __ _ _ROO�______=====E��9_cc BE M_________ I: - e _ ___ _____ __ �±^+' si s --- `-�*— 3 _=a =_=_-_ _ems =__ pp - - ,7 � _ �^ _ __ _rA - �� �E _---- - ----- OEM! =___ t`� ==WM =_==________•__ :CC__T� ��ip c_`Mt_=O!!«m _ __6___=� _ s_-•LA==E___ _ __so=— o=000co ==o==o=c= _-- _ ____ mmm ==ME= ---- - _ ---_________ __ _ ------ - TpR ___ _`S fC RIE ___EN_ _� -�� 4 --- _-C___=_____ _r _____ __ _ __- _ _________ _ -_ _- �___________ - MMEME _______ =OCR----- m _______ ______ _______ =CC_____®�S=ESA______ ___________ ______P- __C✓C______ __________EE_� _______________