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' .r _ hf "" '' ;Sbkk�di, 6SYm9i�!'z't"bN%N"n".1NNRSY!S�HU r",�UrauSN,+`)i�,'rNi#N,��naV�'a`iN,4ss'dwiNYfiti:'(2V{o�lSS�9�".W�""i��Sta@�aPi?N'2X?SY.N+l„k�}�ktii'd9N,!�t1`�iPrwlt�tfustC,')14k;�tiirS1"Pa1te1"thxU'ln�+a4,'MKR'aytr�Rt�i'tt4@l-.`NisirkiYaQ. /l4 r6nt7AnN{'(its.'t�'0,"�abn(S�2z/tA�fh}Y,CI`t3)b�7vticti�hlt�k�ic➢t'lE�?i,��.u`S�2�tTf�,USR'�`6,.ntt���h%"ant)i�`�a'�����[s::—t"bi�`�7��»ik���si�.i 5 '. , O US ACAnos RD r o TVP6 F, C0Z I 20 94. e-44rR*Vv I=. S. CrYPE 6.,o j / EA elfot ' 077Th Oro. 2/0) sr O/SSlPATUr2 2 - 2Eft. CONSTRUCT/ON NOT wS R/W B R i 54, Ql INSTALL A.C. PAYEMENT WR .40RE647E ® CONJ'TRUCT B"A.C. D/KE P62 BASE PER TYPICAL SE[T/J1N. (l/U. CD. �'Td . NIJ. ?/2. s � io 1z /z, &AN da I INSTALL G "CARE I TYPL- A•01 AND LV1TT£R sii � P rNrEo N&AN �i� waLx O CDNJ'T?UGT Tf'PE A -B G 3 °C. F. zs° P R FDvr 25tI fER rrmr BENCHMARK RIR RIP. CO. STANDARD NO. ZOO. CUPB 9ND (ITT02 / RIV. I Sufr I RB I ( I I calla (' , _�IOpr RIVERSIDE COUNTY BENCHMARK T92 -BI. FROM THEINT£R- ® INSTALL G'S/©EWW1( PIR RIYERNOC CO S'3. 201 . . ��r zr 2 /.. 2� 2 e/, /-rr7777-/77- 1111 Ir COUNTY STAR RD Nil. AND 901. to co/�sTrer✓C7-dCCEss c /ra 'WAU-33'OF�44WINC oui:,e 2 3 SECTION OF RANCHO GILIFORNIA AND FRONT STREET I.7 MILES Q , ,��.� �/f CA� STD Z� � AGGAEG47�t 84E ccgss .7t N©RT11W£ST ON FRONTSTR££T-JEFFERSON AY£NVE TO THE ® 014TTP-JR10 WAY APPROAC/1 �2 - ------- --- INTERSECTION OF JEFFERSON AVENUE AND WINCHEASTER � RIV62VIX C©L✓NTY J7TAN@ALb NO. 207�?� // co s7 �'U'c ���� s/r/�s/� z � �' S /QeET `�m`T/ON GOt�VTYS'77 �O¢ ROAD f LIM 791 S. S M/L£S /VORTHEAST ON DtfINCH£sTER s Per R1v Cry. Std. N©. ROAD (HW Y.79I TO THE INTERSECTION OF WINCHESTER S E ri TANDARD A2� B - PER ROAD ANO BIN riff ROAD, ,05 MIL WEST ON B£NTON © COAWT20CIT X- GU77ER ANa J'P41VD2ELJ' ROAD TO THE INT£RS£CTION OF BENTON ROAD AND PEQ RIVWOE CO. M. NO. 209 qND 2/0. BRIS&S ROAD, IN THE NORTHWEST CORNER OF TH£ C7) i,UiPTFii�L RA2AeIcaE PE2 2/V. CO. J711. 8, 7E ON ST DF P. P. X1144 INTERS£CTIIJii/ G 9 NON THWE 2/2/1 RDD 1 ST. LT./ DWY /UNDER SIDEWAL;ft DRAIN' / SWR, LAT-./ LINE WITH MAILBOXES, 17 NORTH OF BENTON ROAD, — — — FH / RESTRIPE P 23975, IP 0076 IS' Wl ST Or riNT£RL/NE OF BRIGGS ROAD. SET f'WR- �/g--/ szrs ¢�� �s //lX�u/� sem+ s e, � �wAS'AS' s v' r GLAss:. W/TNESS PAST I G1/E,ST OF NIONUMEN7: A P P� � X76 MA ac ar. r - - - .. _ 5 MR5 / d 5T - :: ,Yrzkk:�.;i - �.L"�a��YY.I�.l�J�;�l�'�ar��;c��3.�➢v.�A'. a �s�-�fiJW3a 2`z�7sT,�l,rs.�^�/raa�», "�',`.".���cYins;';�t�u'%NE€.ais�w��a,<at�iiis, f,uN��Y(�'�,it<i'iiucri�„'�4E:•,�s REVISING ENGINEER OF WORK ROBERT D. DENTINO DATE EXCEL ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 (760)745-8118 TEL (760)745-1890 FAX scale:' TI -7 5 — R-!/AGfI+E - I7' c, - DMMENDED FOR SEAL C6URTY ,ROUAL 0?tlt-vaYG��Y;"N ,Z:S�X'{N%f6%,.i . Ft t(:R\�i�.fN`'rah'su,(zzt>S�i�et�ki.'(N��1,44`f?kYttin•£�,➢�.,. 5,.si'.. 4`>a'tu,�'%.`YRi .hf.�t:?r,uY'4AiN. C ENGIN8,ERING In 34 Main Street f_ {� Temecula Co. 92390 =676I`�.. �7`1 T- �"N 6 tF,.,* ' VERT KED BY 1"40' HO see above n: ,,. .::. ,:-..�_:—„ 7 FOR'i"1$ANSf'4Ri�ki t{tiiV 3� Af3Tt)A N7 :° t 84'66'r P vY l L ` t' he f.:_ ,.. .➢. §. (_.' ( ) b ! F d S e fA .rfr?�r. `i f AF4kU, i6SS ini/1 S,i'If fi,` 7 Stsa : � ,.._Ya,.Y. r, � nY �Y4.7`➢�t,.rtt5ii{T,'vrnv',4�'�i'Ld,Pkimi(3�3�11£�t.�"l�'3:/.�Y3`�'.A�i rY+'d`,`ioi�SSic�.h�s+filb'. A.. ,:. 1 7 /34 /2' /0' 12 /2' 2L' 2L' /2' /2' /0' I %4 "SEX FOOT SLOPE A. °. PAUEMEN CURB Z'o / /4 PAlNTf MEDIAN /I.C. 17411Z -M, 'AIT 2 / I /q "PERF0071 �SLOPE – INdTAU 0.33'A.0. PA4/N6 TVP6 F, C0Z I 20 94. e-44rR*Vv I=. S. CrYPE 6.,o j / EA elfot ' 077Th Oro. 2/0) sr O/SSlPATUr2 2 - 2Eft. CONSTRUCT/ON NOT wS R/W B R i 54, Ql INSTALL A.C. PAYEMENT WR .40RE647E ® CONJ'TRUCT B"A.C. D/KE P62 BASE PER TYPICAL SE[T/J1N. (l/U. CD. �'Td . NIJ. ?/2. s � io 1z /z, &AN da I INSTALL G "CARE I TYPL- A•01 AND LV1TT£R sii � P rNrEo N&AN �i� waLx O CDNJ'T?UGT Tf'PE A -B G 3 °C. F. zs° P R FDvr 25tI fER rrmr BENCHMARK RIR RIP. CO. STANDARD NO. ZOO. CUPB 9ND (ITT02 / RIV. I Sufr I RB I ( I I calla (' , _�IOpr RIVERSIDE COUNTY BENCHMARK T92 -BI. FROM THEINT£R- ® INSTALL G'S/©EWW1( PIR RIYERNOC CO S'3. 201 . . ��r zr 2 /.. 2� 2 e/, /-rr7777-/77- 1111 Ir COUNTY STAR RD Nil. AND 901. to co/�sTrer✓C7-dCCEss c /ra 'WAU-33'OF�44WINC oui:,e 2 3 SECTION OF RANCHO GILIFORNIA AND FRONT STREET I.7 MILES Q , ,��.� �/f CA� STD Z� � AGGAEG47�t 84E ccgss .7t N©RT11W£ST ON FRONTSTR££T-JEFFERSON AY£NVE TO THE ® 014TTP-JR10 WAY APPROAC/1 �2 - ------- --- INTERSECTION OF JEFFERSON AVENUE AND WINCHEASTER � RIV62VIX C©L✓NTY J7TAN@ALb NO. 207�?� // co s7 �'U'c ���� s/r/�s/� z � �' S /QeET `�m`T/ON GOt�VTYS'77 �O¢ ROAD f LIM 791 S. S M/L£S /VORTHEAST ON DtfINCH£sTER s Per R1v Cry. Std. N©. ROAD (HW Y.79I TO THE INTERSECTION OF WINCHESTER S E ri TANDARD A2� B - PER ROAD ANO BIN riff ROAD, ,05 MIL WEST ON B£NTON © COAWT20CIT X- GU77ER ANa J'P41VD2ELJ' ROAD TO THE INT£RS£CTION OF BENTON ROAD AND PEQ RIVWOE CO. M. NO. 209 qND 2/0. BRIS&S ROAD, IN THE NORTHWEST CORNER OF TH£ C7) i,UiPTFii�L RA2AeIcaE PE2 2/V. CO. J711. 8, 7E ON ST DF P. P. X1144 INTERS£CTIIJii/ G 9 NON THWE 2/2/1 RDD 1 ST. LT./ DWY /UNDER SIDEWAL;ft DRAIN' / SWR, LAT-./ LINE WITH MAILBOXES, 17 NORTH OF BENTON ROAD, — — — FH / RESTRIPE P 23975, IP 0076 IS' Wl ST Or riNT£RL/NE OF BRIGGS ROAD. SET f'WR- �/g--/ szrs ¢�� �s //lX�u/� sem+ s e, � �wAS'AS' s v' r GLAss:. W/TNESS PAST I G1/E,ST OF NIONUMEN7: A P P� � X76 MA ac ar. r - - - .. _ 5 MR5 / d 5T - :: ,Yrzkk:�.;i - �.L"�a��YY.I�.l�J�;�l�'�ar��;c��3.�➢v.�A'. a �s�-�fiJW3a 2`z�7sT,�l,rs.�^�/raa�», "�',`.".���cYins;';�t�u'%NE€.ais�w��a,<at�iiis, f,uN��Y(�'�,it<i'iiucri�„'�4E:•,�s REVISING ENGINEER OF WORK ROBERT D. DENTINO DATE EXCEL ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 (760)745-8118 TEL (760)745-1890 FAX scale:' TI -7 5 — R-!/AGfI+E - I7' c, - DMMENDED FOR SEAL C6URTY ,ROUAL 0?tlt-vaYG��Y;"N ,Z:S�X'{N%f6%,.i . Ft t(:R\�i�.fN`'rah'su,(zzt>S�i�et�ki.'(N��1,44`f?kYttin•£�,➢�.,. 5,.si'.. 4`>a'tu,�'%.`YRi .hf.�t:?r,uY'4AiN. C ENGIN8,ERING In 34 Main Street f_ {� Temecula Co. 92390 =676I`�.. �7`1 T- �"N 6 tF,.,* ' VERT KED BY 1"40' HO see above n: ,,. .::. ,:-..�_:—„ 7 FOR'i"1$ANSf'4Ri�ki t{tiiV 3� Af3Tt)A N7 :° t 84'66'r P vY l L ` t' he f.:_ ,.. .➢. §. (_.' ( ) b ! F d S e fA .rfr?�r. `i f AF4kU, i6SS ini/1 S,i'If fi,` 7 Stsa : � ,.._Ya,.Y. r, � nY �Y4.7`➢�t,.rtt5ii{T,'vrnv',4�'�i'Ld,Pkimi(3�3�11£�t.�"l�'3:/.�Y3`�'.A�i rY+'d`,`ioi�SSic�.h�s+filb'. A.. ,:. 1 7 'V I 0 40' go, /X/ MW SrIlf,811Z a:plovr. 9A c, lbT E. P 1�y M/12r�llf /W 71W, s WIWIL5 veft S//ALL BY IRZ,41yg 1040.00 PROJ60TBOUN42V SEWN CIONTRUMON OF R.C. PAVING , CURE, &UME AN FIDEWALLI , CAtb COAMTfUCTION OF A.C. NIKE. Pw ro y 'Zzd4% ffIFT, to" VC. p. SEWER pEr4 A&'EEWMENTDIYTAICT NO -6 S --z N 000 04'03"W (2) A=34016'Z71' 9- 860' Zr508.47" 7-Z6Z.10' (2) is /f = 9?0' L = .491.72' T= 253.46' (1) Az 34"16'27"1 R= 678' L= 505 ZZ' T=270.73' (9) A z 1000010011 R7 35' fifi T= 35.00' V C4 _47zg WAlf 1--Z;br7- 7 YP�67 4'- a e-8/1 C. A-) WjOO j64/77Z7�0 A,2�5'0 I Qitl eo. 9,rp 2,,W Rif AppeML ham 'V I 0 40' go, /X/ MW SrIlf,811Z a:plovr. 9A c, lbT E. P 1�y M/12r�llf /W 71W, s WIWIL5 veft S//ALL BY IRZ,41yg 1040.00 PROJ60TBOUN42V SEWN CIONTRUMON OF R.C. PAVING , CURE, &UME AN FIDEWALLI , CAtb COAMTfUCTION OF A.C. NIKE. Pw ro y 'Zzd4% ffIFT, to" VC. p. SEWER pEr4 A&'EEWMENTDIYTAICT NO -6 S --z N 000 04'03"W (2) A=34016'Z71' 9- 860' Zr508.47" 7-Z6Z.10' (2) 8=50161271' /f = 9?0' L = .491.72' T= 253.46' (1) Az 34"16'27"1 R= 678' L= 505 ZZ' T=270.73' (9) A z 1000010011 R7 35' Zz 54.99' T= 35.00' /Z --z -------------------------------- gk V IV, 10163.00 E.C.A. 0, t 6 3. 0 0 .�. 0, —R. O ���. �`D o FLAT OUiGE7 C)2HJM1.76E /�l po (6 -f 31. 00 001017 147sk-L, �c. /%e co 27/id .30, 39, S7,9AJ0,q,,P-0 V0. &03 PCL I v zff' -W Ir A/W (SEE DE7.- Plr,,qT PCL 4A;Ianou"Ivrl /fa, 4 9- PCL 5 'r -s r's .4 k AX, WIN6 7'(1BE" 9FX0116-0 StA'L G7u/1/4/ f/u/v /vGpr&:1Y: RECOMMENDED FOR APPROVAL SEAL COUNTY 22i7b �WW6{66y 71 Q 11VgT4Z Z C, // er�eg (;ryp e -a) xWO 6Z17760 p,5;0 E CO. 67P rOO. DATE I BY IMARK APPR. DATE CHECKED BY ENGINEER REVISIONS — — I COUNT7FAMT DESIGNED BY DRAWN BY CHECKED BY M�1101011- ", xamwI�'-S( E StA'L G7u/1/4/ f/u/v /vGpr&:1Y: py, j" 'N Q 11VgT4Z Z C, // er�eg (;ryp e -a) xWO 6Z17760 p,5;0 E CO. 67P rOO. 11I/6UZ Z 06--C 6195A14L le PEGI A7/ V e, ' 9rP 4" /44Z p 1 C0A10WeJCr )(- 209 4e ?/� V C4 _47zg WAlf 1--Z;br7- 7 YP�67 4'- a e-8/1 C. A-) WjOO j64/77Z7�0 A,2�5'0 .ft 51D Wh L k 5MENR TIC P4RAI VIEX At. r.5. /0' AROMC770AI PROPERTY OF ia dViRME COUNTY TRANSPMATIO14 DEf \ 4080 LEMON'619MOT' Mor Xe 8th N.T.S. "TLa'-E S 1,90AIA14 1/411 PAO ~r 0 .411 TWK - B, U I 111L 1 11, L A SECT Ft. A r ou n. Er DRAT AeE DE7., G7u/1/4/ f/u/v /vGpr&:1Y: (D 1N,5'r4lL Q 11VgT4Z Z C, // er�eg (;ryp e -a) xWO 6Z17760 p,5;0 E CO. 67P rOO. 11I/6UZ Z 06--C 6195A14L le PEGI A7/ V e, ' 9rP 4" /44Z C0A10WeJCr )(- 209 4e ?/� V C4 _47zg WAlf 1--Z;br7- 7 YP�67 4'- a e-8/1 C. A-) WjOO j64/77Z7�0 A,2�5'0 I Qitl eo. 9,rp 2,,W if r Bee ffb 12 GUTTER FLO77 --- :---"77 WZ1'vE 51D Wh L k 5MENR TIC P4RAI VIEX At. r.5. /0' AROMC770AI PROPERTY OF ia dViRME COUNTY TRANSPMATIO14 DEf \ 4080 LEMON'619MOT' Mor Xe 8th N.T.S. "TLa'-E S 1,90AIA14 1/411 PAO ~r 0 .411 TWK - B, U I 111L 1 11, L A SECT Ft. A r ou n. Er DRAT AeE DE7., N I Of` A I� L-508.47' T=267.10' ® L R= 878' L = 52522' T- 270.71' It 5 u� r 1(W?mi�iG�iH�llnik-�aYSYGUL,v1��taddl6MS%cG ttt.nsmuero4�ta1 (,.!U�J.<,.JAv, /„f,v,. .K S,�O>, ,t ,,, :� i,,., ., ...>.. ,;, s• ,.. .;. ... , ,_ r <.ro "' ,:'" .. L'•. u,,.,.f, _,..... ,.._.._..... !. ) /". f t , t}.� iI f.i i.t i. Ltf t /,. ,. oca Q M J?� N I Of` CATCH BASIN DETAIL Scale: 1 11_ 4 If 6KIST. (0" I/.c.P. SEwcRPC* qSS 6SS8M NTD I` MI CT N • 6 — �J_ W PROP, 12"G•M.(. sC. > MWS 1nlATERU NE PCL 6 DESIGNED NED BY DRAWN BY PCL 7 BRIGGS ROM F;r*B APPROVAL 17 ]CHECKED BY I EAL COUNTY CftLXA`AAs)ltA4f8$(6X'tY4mi#!0 4.US%lrlAY//Y})!Y3'+E,R21r/A'x"P}nIH ✓(rlJL%G{ttlytt(Cll(rl5rn2dlll )11k9_.d, Yt4UII>'llbfiL\4t:F/h Vet tY;A/n/.td,,,,)r v: ((,A, ,,, f Ylh &:NJu .(tivLt v:. n:. q , ,./)SW„ ,z <, ,.,a.. /, ,,,v,.,,n ., �.,,, ¢,. t <.., :a v« vry /,ti,.x vv,x,:. r rcrv�, rr., u: .,., _. . rv: wl 0 f1eIm[i OX11`T, 18" V.6.P. 3EW5R PER &XESSMENT DValOT NO.6. G.M.G. tC. EMuIJ W N24°13'26"E \ ��gg41.26' 10164.00 EGL ll/Y 313..74` l'/HNJ/Ha"WU/Kf1D'N'J �f<. 1AM74 :6 CATCH i AS'11V M0. I pu RCFCi�ICD l', 7�WG. 09-100 . V = 4.0' . W= 7.0'1 T= 6 D,,ff.F F PEE AT I EFr Foe DET4IL . PCL 8 PCL 9 A I� L-508.47' T=267.10' ® L R= 878' L = 52522' T- 270.71' It 5 u� r S T=26*3.46' Ir F.F /.1= 90°00'00" � rMl�n oca Q M TYP b L=19.34' CATCH BASIN DETAIL Scale: 1 11_ 4 If 6KIST. (0" I/.c.P. SEwcRPC* qSS 6SS8M NTD I` MI CT N • 6 — �J_ W PROP, 12"G•M.(. sC. > MWS 1nlATERU NE PCL 6 DESIGNED NED BY DRAWN BY PCL 7 BRIGGS ROM F;r*B APPROVAL 17 ]CHECKED BY I EAL COUNTY CftLXA`AAs)ltA4f8$(6X'tY4mi#!0 4.US%lrlAY//Y})!Y3'+E,R21r/A'x"P}nIH ✓(rlJL%G{ttlytt(Cll(rl5rn2dlll )11k9_.d, Yt4UII>'llbfiL\4t:F/h Vet tY;A/n/.td,,,,)r v: ((,A, ,,, f Ylh &:NJu .(tivLt v:. n:. q , ,./)SW„ ,z <, ,.,a.. /, ,,,v,.,,n ., �.,,, ¢,. t <.., :a v« vry /,ti,.x vv,x,:. r rcrv�, rr., u: .,., _. . rv: wl 0 f1eIm[i OX11`T, 18" V.6.P. 3EW5R PER &XESSMENT DValOT NO.6. G.M.G. tC. EMuIJ W N24°13'26"E \ ��gg41.26' 10164.00 EGL ll/Y 313..74` l'/HNJ/Ha"WU/Kf1D'N'J �f<. 1AM74 :6 CATCH i AS'11V M0. I pu RCFCi�ICD l', 7�WG. 09-100 . V = 4.0' . W= 7.0'1 T= 6 D,,ff.F F PEE AT I EFr Foe DET4IL . PCL 8 PCL 9 A.C. PRVING A ?'ntµrr;ritlrhl(r1t/2;fTiN11r>.SrtrY\ic7Yt,r>'tst¢,,r�,,,-Cr,{¢)i1(;f122,ir)trrfrth'A+,+ti/rldtSntr7,Pt �iyi,. L-508.47' T=267.10' ® L R= 878' L = 52522' T- 270.71' Q3 911, r L=491,72' T=26*3.46' Ir F.F /.1= 90°00'00" � �t. Tz 34.34' Q \ R=lll' A.C. PRVING TO BE REMOVS ?'ntµrr;ritlrhl(r1t/2;fTiN11r>.SrtrY\ic7Yt,r>'tst¢,,r�,,,-Cr,{¢)i1(;f122,ir)trrfrth'A+,+ti/rldtSntr7,Pt �iyi,. L-508.47' T=267.10' ® L R= 878' L = 52522' T- 270.71' Q3 911, 8.322' r r < 267 .J , z v f � t S%r&i>1Fict't.,e a)tlarnt,.s>_s? n oit"'�r„"',Et:'u��r//�':a;�iSSt)F�7'r'tdti�t\irY(!ub iC�E�i(tlirf'.aa3CM>„?tkbiJa t PUP. 12" CM. l.sc. UJAjEQ61 NE z y +Y4.ss Il1d7AlG CATGll71H AH3, CULU RC I WCD d7. I CB -l00 V= OW - 7.0', T=6", D.:" \ RC 1EEAT21UT F011 M41G d CONSTRUCTION NOTES: ` Q Q INd'TALL A.C. PA VINO OVE2 466RE647` BASE © PER TYPICAL MEET MCMA1. Q 6v�a v6R 91V CO.�s� 200c.f.7 9ND > exlsr. PIPE TO TsG 125MOVU 4N.D P.JFPcgcE3Q INJ'TAGG P.C.C. e@ WALK PER RIV. CO. wrrN Z+', 2r_PCFOR PROFILE JMMUQ,D 400,00 401' . (� X -I— PROP. MA NPOL& `ROP, 3" V.C.P. TEWEE TO -MAC ENGINEERING 314 41934 Main Street 93 ; Temecula, Ca.92390 676-5715 1" = 4 VERT I 40' HORN T See sheet / > 3 MARCH, 1990 c f!„(1'),,.rf44hlnfsa24EE�„7:U-.0.4EvSvsTtnJi4,\t(ti3tt.?,t 031{j,rtnSje,•ti{G/Imz„I{nSfat)Er7,:`-tIrSSSit3fnlrrt(tq,1,373k;Ant+}ffif fi'��l(ttl\`tUtcd7a717\ritn���tr`z755i17}i41�1rYf,"�+�6SrRL�,v?.,Y2},4n.4S�(14 OF 4080 LEMON STREET 8t,h FLOOR VRI, CA SMI; CAW DATA (714) 27H74 QQ Az 34°16'27" 2=850' L-508.47' T=267.10' ® A= 34016127 1, R= 878' L = 52522' T- 270.71' Q3 A=34°16'27" 8.322' L=491,72' T=26*3.46' Q /.1= 90°00'00" Az 36' L = 554',85 Tz 34.34' Q A = 9058'58" R=lll' L=19.34' T=9.69' !1=!09°57'676" R= 77' C=147.78' T-/09.90' QQ /1 = 90°00' 001, IWz 63' L= 98.96' T 6.x.00' '('%NN 0 J 7� s �p 4MEE7 GRAPHIC SCALE (f l 40 B0 /ZO /fail ` s k F r 1,t, wx \ .?lXY.3Y((Yvr•of»*`aY )R•\c,ea�..� 4 P 23109 k ; 4 i 3 y 4 CURVE ➢AIA N`) (D /3: 34'07'34” R: 550' L = 327.59' T=168.8/' f1i' APP{'0I/!IL 6Y Tr%fl�TY. 13 : 34°07'34" R : 522' L = 310.91' 7-=160.22' Q A! 3/0/9156It 2= 578' L=316.08' T=162.10' ® /J : /09 °51'5-6" R = 77' L = /47.78' T=109.90' QQ d = 90000'00" 2-361 L= 510.55" T- 36.00 A = 09'58'59" ' T-- 9.69' Q d = I9' ICp'501, R : 11l ' L = 37.35 T = /8.Q5 rl fl✓ ) -:/';', .l..7.,LtT()7_(.(L:. (dr)/f/sr. {,,r:`l, /IL )t)rii777n./ ((((f,N.. :\`\\\\\/.{t„,.c rtisflila{iir. , ). - \ , / 1. '; 10.. • ,Y/.:' Y /f \ b. ' R», .. 1 l�(.lr6Jai>/t%I(.ir�Sl}{{{{tc{Riifol'}l{}},llltT iL,lt}ll{kr/(Iii,(%�::.)�4{tt.Vf�,.�..af1M1TLsttttt(tCkEFi12l5n:,h�,$7Qu:4(l�\�`✓khavvil CURVE ➢AIA N`) (D /3: 34'07'34” R: 550' L = 327.59' T=168.8/' f1i' APP{'0I/!IL 6Y Tr%fl�TY. 13 : 34°07'34" R : 522' L = 310.91' 7-=160.22' Q A! 3/0/9156It 2= 578' L=316.08' T=162.10' ® /J : /09 °51'5-6" R = 77' L = /47.78' T=109.90' QQ d = 90000'00" 2-361 L= 510.55" T- 36.00 A = 09'58'59" IZ= Ill' L =19.34' T-- 9.69' Q d = I9' ICp'501, R : 11l ' L = 37.35 T = /8.Q5 D - r7°36'24" R: 578' 1_-177.&Z r= 89.5/ A= 87017'3¢" 2-36' G=54.85' T=34.34' I O / / 4 S 7 C9 4 _� 4 _97. / L 5 7 S JJ d= 904,00'001' 2= 63' L= `./8.910 TmGi3.Gd/ Rq W .4S911fJN6 T//Y_ 5� Ig 1,3B.54 " INST42Z CATCH ,. NCD STD. DWts. Tr61 D= lB"RCI Q PCL 9 o./ - V-44.0; W- 70; IN TALL 36" SIDEWALK UND R DRAIN 4Q PE C,O.R. STD. NO. 9 S OUTFALL DET IL ABOVE PCL 10 RECOMMENDED FOR APPROVAL t; DC /TL19YIllY,YIDLG Yf/K I!G! ft✓YP/1Y1/Yi? WN I'1,.GLGY/i1�tC JULUIJUJY 11fCU IILYIJ/IYL' /L Y'&At�r� ; v7kti?IIYCtR .. RG VIJIVryJ 'w.vvly Ir' DATE'., , ,.... f1i' APP{'0I/!IL 6Y Tr%fl�TY. 'Exp, DESIC�ND 8Y DRAWN BY CHECKED BY :: ilE7,5Vma'Zat`R,S�'.r�,�tt�-;�bf};xSULNIkR4w1�;rS47,�::�"oY;�t �,, „k0 E .tOUNI E f ;ANS ORTATION DEPM 4080 DEMON STREET, ... r , l 7 . / . _ U ( ( ,nitnl..,,.,175(,t\nik,itt.,itf[t`7r,r//llatn?lr.?;3cfita 115 f2iilf4,7})LS}Srl.2✓,!S!>„ltf,{t..;af{sJl„7x/.,fS.r Y cOnm)1>SS COUNTY -Wei M 4 r % 2 Q�. PCL 13 a1 �Nw I�w CP 146, dCo Uj ft * PCS I I +�, cV4tti 48 Cr (� (L t -o SE >/) t Air � :Y`'5-+ 3 ,i.2'i„a,\\irltG'n„CSl.,ti, 5l' r � ' ,AUJ1U1\ t/fl(fi , , , u, / WIN ���� 9-30-93 x� i v FOR T. RAN5P6RT T A! T DE R MEN.. ) „ a I _ n _ /r,;�.��„u„r�hatnrr�r{av��,r3m��t�sn�a�rz7�1&+�Cti�in"`��r�ahtsn➢f ¢�ss��a ��91�tfffVf�//„rA�irill�a�'£Imla�srtYid�,L`3,.ta45&,r1.�ra�tatias'fui?�rta�um�atlzn�s”s,al/nt;.to�Ht,r/,�,:rt,c�,�to„r+�"�✓t, M 1350 REVISING ENGINES OF WORK P o3/v ROBERT D. DENTINO DATE EXCEL ENGINEERING 440 STATE PLACE ESCONDIDO, CA 92029 (760)745-8118 TEL (760)745-1890 FAX TO -MAC ENGINEERING fE 41934 Main Street Temecula, Ca 92390 676-5715 l ,,,, '/ 'r Iii = 41 VERT II 1 z i i 14n HZ 1 see sheet I tr,?74ttiia,il\�s�e�'t. ) iSSsY?ffi�lnii(�7,tiftfitntrtt�xtb,+t�tdh ,r,<s�)a�rrt>,{t{rtffffnr�RF MARCH, I9O W fnr b 3k GRAPHIC SCALE j 0 40 BD 120 ILO 711J I i a � )f/fag. t((ial Yfiv/ (rri v iti/)>� 111 a. n3 s f^k: v3 1Ai)-i` p'� ), t ut�t )akH,>LiYf.4a /rlrvnfl,/x,t..: t{dns,�,��t3fi'1176,'�SYtlilfu7dtt5„\�:sfttti�';.��MSKr?tnfSi�t`�rt�S4slm�it�o'fill�xs}�Sz'�1Z'i�,1�`��ii�rY.�>'?,r��{2a1i�;�;Y�trete�ir7F.,,,��N�a#'�?/a#�(�'.cii>ilXtim�t'i1�'ntiS�'y& No 'Exp, t IV „k0 E .tOUNI E f ;ANS ORTATION DEPM 4080 DEMON STREET, ,9th FLOOR RIVEFOIM CA 92501 (714) 27"74 GRAPHIC SCALE j 0 40 BD 120 ILO 711J I i a � )f/fag. t((ial Yfiv/ (rri v iti/)>� 111 a. n3 s f^k: v3 1Ai)-i` p'� ), t ut�t )akH,>LiYf.4a /rlrvnfl,/x,t..: t{dns,�,��t3fi'1176,'�SYtlilfu7dtt5„\�:sfttti�';.��MSKr?tnfSi�t`�rt�S4slm�it�o'fill�xs}�Sz'�1Z'i�,1�`��ii�rY.�>'?,r��{2a1i�;�;Y�trete�ir7F.,,,��N�a#'�?/a#�(�'.cii>ilXtim�t'i1�'ntiS�'y& 1 C 0 0 /NPRU P.C.C. 110EWAGK PE2 EIV. CO. PTD. 400 AN 401 . ® COMPTRUCT DRIVEW4V APPWIC=7.1207,4\ PEEP 21WPIDCWT PUMP N. ® COMPTRUGT-X-60M2 PND M4102ELP W R/VER fW CO. Pa. N. 209 RAID 2/D. Q OOA/BTROCT ALTeeS RAMP PER RIV CO. 5T0 403 TNEPR/UATEENG1Nf k' S/GU1NG THESE PLANS /S' RES'PDNs1Off Rf ASS01Z1N6 T/1E ACCUR4CY /1NP ACff T B1l1TYPA 711E©fG1GN /1fRE0N /N THE fi(bVr9f PISCREPANf1ES AA' IA19 A1"7fh' C/111N17't!/'1'A°/ILIAL Dtf P1191W THE P/P11/ATEENG/NEf/f 3'11d11 Bf fK9P9X?1,ffZf Ae DETMINING AV ACCEPTABLE SDL/1TIDNAHII �f"F7//S1A16 7111-PCANS ft1 A17PRUl1AL 13Y T11f COUNTY. .t„<�SJY4'Mk1iE�u�y�aes��tHJ1Y..:,.`�3fdua4h?�uy:;.ur aid,�.t,�iR&391�u�liWGtNh..�"�s�'Ysb£ws16.�5&a ti�.G,. rY.b§:A���SJt,,ftU�,,(tie5Zat6wu�s U,a.e.l i4;i ',t�3�,rls r,�,1 �,,:v�: .. r,,. �i _, .•fit;'. LW PCL 13 N0. 1 PER RCFC 6 NCD STD. M. ` CB -/00 V=.9.0.0'W-7.0' T=6° 0 m M, D 44"PPP, Pz_ZYWP-SEE PCL 15 A189 ° 55'!0" W ti TO uu `c30 lJ \ G i C _ u M•C• ' A m N07 006130nW m� y es I(t /NS'TQLL uITPII 9451AW, 0, / PER RfFe 6 NCO STD. MK CB -/DO 11-3.3( ; 10135.00 S.0 . PC L 14 © FOR 6=100041`104 e z 77' 1--147.4( 1 Tr/09.33 d:96°04'58" A'- 3f l�9' I-SZ.SB' T-32.68' 90 A. 09058'58" L = 111' L= 19.341 T= 9.69' 0 d=84°93'41" RvffX' L=.SIA©' r,M.41" ro A= 87°17'34" R= 36' L = 54.85' T= 34.34' It 6:87°/7134" R44,60'14=975/ 7-=610y' FOR TE#EIS MINT BE GOCATED� / 4 02� W N TO -MAC ENGINEERING i. P, N Q {� co �,9,� �> 9 i� 93 Temecula Co.92390 676-5715 - - o N©RIZ. 1"= a©'/'L� TE#EIS MINT BE GOCATED� / 4 02� W N E� � TEM�it'U G'T. g Oft'4 "RcP /2 t 42.73 =16139. TO -MAC ENGINEERING i. P, 41934 Main Street • {� co �,9,� �> 9 i� 93 Temecula Co.92390 676-5715 - - N©RIZ. 1"= a©'/'L� `PARTME,3T vERT i" '4 i see sheet z Goch A ,., " •. „_ MAY, 199 � 1� W, 0, ,,, -� P SN E� � TEM�it'U G'T. g Oft'4 "RcP /2 t 42.73 =16139. n PROPERTY OF MVFR8HDE 4.080 LEMON RIVERSFLOOri COUNT' STREET (714)22075-6740 1 iE t WX 8'CALE 80 120 160 rifi�mt�ism�id�n�a�S'b�ts� ���Yn`�7fiwdalll�ziu�ti���Ati�G�5ar�c�St� t ;-ID CONSTRUCT/DN NOTES © INd'TAG6 A.C. WINS OVER AGGREGATE MAA PER TYPICAL ZREET MTION . Q CONMIIxT TYPE 'A' CURB C 6 "C. F. ) A NU GUTTER PER R/V.CO. STD. 200. ® CONSTRUCT 6ROSJ' • GUTTER PER RIVERSIDE COWTV STD. M. Ow R TIIEPRIYATE MghfiER SIbN/Nb 6110E PLANS /S AURWS/61E fd,PAS'SJl1'/,UG TL/E4LCMff AND ACCEPTA3/l/1'YdFT,OE IIfSf6,V !/E,V�(!N. /N TfIfET/ENT dFD1S'PYfPANG'1FS A?/S/N6 AxiE,� CDtINTV APPPDLAC ff MAW PONSTRI/CTIDN. W AMAlfENCIAMe ANZI BFRESPDNSIBtE pax �r TZA001 6 A'W ArcYWY 9,1100N ASD RY111SINS T#f A/AN9 M. PAW41 9Y THE MINTY 9 EXf,PT. E.P 93 1 /9 --..--�� ESTER ROAD 20 BAWCUT e Ft AVID / A U TAPER APPROVAL Irl —1340 Centerline MN ` N A a of TAPER ' o. 47 °Jm +0.59 —1340 Q M � CROJJ • GUTTG"R `6. ti 2/ 22 23 24 25 2/ 43.32 WI6/CNESTER 904h '= 10+00.00 f BEA/TDIV ORD CRQO J EXITT. E. P 21 { 22 SAWGf1T FEATHEf' 23 24 0 DVERGAV � o i �� � TA PER INSTALL A0 TYPc- 'FDELINEAT09 /O f 7B. 00 1? 30'0.C. PER a TRANS' STD. 474 -A. 'e/wdb N APPROVED BY: DATE: i ,I APPROVED BY: pk F;p / CURVE DATA IQ 4= 90000'00" R= 35' 1 L=54.99' I T=.35.00' 41934 Main Street Temecula, Ca.92390 676-5 ALE: BENCH MARK: i" = 4' VERT. 1� 40' NORM see sheet G&PNIC K&C 0 40 60 lfa PARCEL MAP 23199 COUNTY OF RIVERSIDE STREET /MPRO!/EINENT PLA), SR: coRuM F$. R >a Ri do q t� -o4- 4, ki o how '�o �o a� (\j V-4 tvh �x LZ,SiaC_ N1 Z � a 1345 CenterM70, �o �O kn1340 Center/!ne N ate\ \N �� .410. 1335 Centerline 'fo o „o o �� L:2oD, t*Q vs N4 TIN O :4��N k13 PIN zzL ZOO /0 // /2 see sh'EET 7 l y v Sg /©liiO ©Q r�C' Bal%rinr 100 (PeA? J 17-•39.64 E GIINCIffJ'TQ ROAD �a o –� 22 33 a� 1 � t TIIIf PR/Y11TE; ENG/1VEEh' S16N1Ng T ZW PIANS' IS ,Pf" A0NSZ#ZFjrNe 45%f1N,1* TIIEACPl/RAeY 4AP APCE fAfll //7' ee All 17L'S/6N 1/T&&A1. & flIF tYc-N7 Of Di5CRf1'ANL'1AS A?/S/N( AfPEA MNTY API9OW P1/? PYRINTa 171NSTA'G'CT/ON. i11A" A91WTf fNr1A1L`If SwIl Bc�ftF3 'lt�ll51 F31FF11L' DE7Fr7rY/lril/NG, AA1 ACemwzh- smi r1ON ,4,YD emlow 1A1rPmAl:5 A&Z A}'M91144 BY 7#,6r- ZWNZP' CAVE DATA REVISIONS L^IN BY covlvT ED BY a A. F�C ell p a o `` �' 94.58" LEN6TN PROP. T. C. LETT 4, 9f if, D/KBfl1DlM "�" h � • � PR4P6NkB f 6//1lE,R f0.50 /m RI I.e. DGCE TA/Ek N �o� L 2no' o o a o a o° ZZ, 1350 - 1350 Centerli EX/ST G/IOUND �° n a do doh ,� Ise - 1345 Centerline f 0.50 % — ��Q Z_,11�vjpom,3 GRADE � /'ROP. T.C. RJB/T mob 0 o a 2.2Z o �4 PROP. T.C. If/Cf/T d • Ni /'ORT/DN ZOO' 40 — F 14 /5 /6 /T /8 NJv ku Z rG BTA /d t00.7d ff0✓ECT .BD/1NPWr END O,1NJ70f X& f 6fffr N,,8f61N ,cS r CONd'T. Of ,1 C. 9P6R 4 G " A. 0/XE TC C ,� . c: Tom• `� CP plc' / pOlAr p < H�e� p�'TAlG: Pi�IWEWAY °P�rt'fC� � �'aGr4 l SCALE: i =2(9 z c 2 • .t I6 2 CONSTRUCTION NOTES: �O INIPTALG A.C. PAVING OVER AC764EGA7E a4S'E �¢ 60�e P69 TYPICAL rTRECT d'ECTION . ppt► 02 CONS'TAX F TYPE 'A' 0028 C 6" C'F.,) AND 077£2 PEk 2/V. CO. Pa. 200. �' o 0 00JU 'RUCT CR,9N-GI/TTC'R AU RIYERSIDE COUNTY D'T0• 209. " V REsR RLllE.0 Sly& CW6W7Y STI7. 40¢ -- BfNTON R0�4D (PROPOsED) APPROVAL. DATE :HECKED E W. .ALCOUNTYJEJ&j@` 4 ,sk��� 1 �9 10*ZZ.00 50IN CONST OF A.C. PAVING. SAWCUT E FEATHER OYER6AV W/ EXISTING. 8 $!I%Ew*Gat' J'D ✓©1woms/ice vew"lS TIIIf PR/Y11TE; ENG/1VEEh' S16N1Ng T ZW PIANS' IS ,Pf" A0NSZ#ZFjrNe 45%f1N,1* TIIEACPl/RAeY 4AP APCE fAfll //7' ee All 17L'S/6N 1/T&&A1. & flIF tYc-N7 Of Di5CRf1'ANL'1AS A?/S/N( AfPEA MNTY API9OW P1/? PYRINTa 171NSTA'G'CT/ON. i11A" A91WTf fNr1A1L`If SwIl Bc�ftF3 'lt�ll51 F31FF11L' DE7Fr7rY/lril/NG, AA1 ACemwzh- smi r1ON ,4,YD emlow 1A1rPmAl:5 A&Z A}'M91144 BY 7#,6r- ZWNZP' CAVE DATA REVISIONS L^IN BY covlvT ED BY a A. F�C ell p a o `` �' 94.58" LEN6TN PROP. T. C. LETT 4, 9f if, D/KBfl1DlM "�" h � • � PR4P6NkB f 6//1lE,R f0.50 /m RI I.e. DGCE TA/Ek N �o� L 2no' o o a o a o° ZZ, 1350 - 1350 Centerli EX/ST G/IOUND �° n a do doh ,� Ise - 1345 Centerline f 0.50 % — ��Q Z_,11�vjpom,3 GRADE � /'ROP. T.C. RJB/T mob 0 o a 2.2Z o �4 PROP. T.C. If/Cf/T d • Ni /'ORT/DN ZOO' 40 — F 14 /5 /6 /T /8 NJv ku Z rG BTA /d t00.7d ff0✓ECT .BD/1NPWr END O,1NJ70f X& f 6fffr N,,8f61N ,cS r CONd'T. Of ,1 C. 9P6R 4 G " A. 0/XE TC C ,� . c: Tom• `� CP plc' / pOlAr p < H�e� p�'TAlG: Pi�IWEWAY °P�rt'fC� � �'aGr4 l SCALE: i =2(9 z c 2 • .t I6 2 CONSTRUCTION NOTES: �O INIPTALG A.C. PAVING OVER AC764EGA7E a4S'E �¢ 60�e P69 TYPICAL rTRECT d'ECTION . ppt► 02 CONS'TAX F TYPE 'A' 0028 C 6" C'F.,) AND 077£2 PEk 2/V. CO. Pa. 200. �' o 0 00JU 'RUCT CR,9N-GI/TTC'R AU RIYERSIDE COUNTY D'T0• 209. " V REsR RLllE.0 Sly& CW6W7Y STI7. 40¢ -- BfNTON R0�4D (PROPOsED) APPROVAL. DATE :HECKED E W. .ALCOUNTYJEJ&j@` 4 ,sk��� �9 F j,�s APPROVED BY M• 8 $!I%Ew*Gat' J'D ✓©1woms/ice vew"lS ayy3 ':6.c ADATES PROPERTY Ut REGIS T REO CIVIL ENG N0. 2'. REGISTRATIONPSS 9-30-• ZS� . ,.�:: ,N ®eP1dYEl�Is1Y'PD?KCfI®P'I �Wp Lie 'RIVERSIDECOUNT" 'I E APPROVED BY .•,,, N r +Il trp J td'e,,,nn s v,,, RIVERSIDE". . :r CUNT'CFFf— F OR FtOAD IuIM,; O I�S10�E'R .. _ 5 DA TE �9 M• 8 $!I%Ew*Gat' J'D ✓©1woms/ice vew"lS PROPERTY Ut ---A ®eP1dYEl�Is1Y'PD?KCfI®P'I �Wp Lie 'RIVERSIDECOUNT" 'I , RAN O DEPT. PerAll 4A1 r1115 51,14fr40W LEMON #fASET GRAPHIC SCALE Ell D 40 M /20 /b0 A f. PAI/N6 h9 Bf AFAf 11F0 i , f , TO -MAC ENGINEERING PARCEL MAP 23199 41934 Main Street COUNTY �� RIVERSIDE Temecula, Ca.92390 676-5715 STREET IMPRomm - NS NT PLA , AL = 4! VERT. BENCH MARK. BETON ROAD OF ; I = 40'HORIZ. see sheet I TE> W.O. 2498 JPOR CORUM EB"'.; , . 77 7.77177 7774777 7777 747 /fir EMIR[ r. O� YTV/y ANY /B f,x7d PROJECT gOUNDAA'Y B Gly CON T. of A� TAWg f 6"A.G. D110E -I-9 b O h� 2/ 22 23 21 tG700 LND CONST. OF A.C. TAPER 4 d'A.G. yh FUTURE. R/W /Nd'TAa WF -0-; awtv-/ IiEG/yaofr EX/JT. EDGE of.,WEAIENT \ INSTALL 8 TYOE 16/ W ASJ 12 DE WATORJ C71"/ /11+ ACP 1'A/ 7 F A:/fl crn A 7 -/I CONS 'RUCTION NOr S: Q IRTTWk A.C. WIM9 OVEQ A66PE647b R9Sb' PER TYPICAL M.6E7- X66TIDN. ® COMTRUCT TYPE A' 611R8 C6"C.F) ,0d GUTTER OFR AN. CO. J73. 200. /NOR S01#51 VZSf PLAAIS /S RPdVGKACYI! TY 0TA1SI6TAMNIAVlS>N A6TfR Of AWNS CANSTIII/CA1&A1. TIAl' AftA rY 6d/GMAN rS &I 8E',t'f.Sf01YS1&67 S AA! ACCE/'TAgIE Sdjjj1IfIN AtV17 '&ISIN'S 7N,�-,'IANS!Q /'Rl!!/AL gY DATE BY BE/Ti 9 L2 /`UTU/E R /W COUNTY ... .o P 1 i t kh ' .a 22BT� �.F "'� tee. �{�e�� �•; DATE: 93 ATE: AC.411JA/S TO Bf AfdlM.0 BY: BY CATCH BASIN DETAIL scale. /" = 41 ■' TO -MAC ENGINEERING - 41934 Main Street O. 2114 9-Q 93 Temecula, Ca.92390 676-5715 , SCAkE: BENCH MARK: I = 4' VERT. 4GF I" = 40' H©RIZ. see sheet I )NER DATE CATCH B scale: l" = 4' GRAPHIC .SCALE TA /L A ,. ¢ �O" I - OR 24" F' ENDWAtI TVO B li B A10. d BARS /d"gtf-BF c af BON W 8WIDE SLOT q ti ` ',y s_ _. c 115E MliZAF'l 70OX 01Z EVrJIV. 17GTE2 C 2" TffK% 4! Co' Fob /8' 2GP �l(! p/_ 11 4VO 8" OF G/04VEZ- I�OTECT/t/& COV451e .SECT/ON A - A -PLAN V1EIJ- AfoO/FY DExq&5 P1=R SHEET NO. 2 !fF ROu6H s�DnuS fYsinlS ' 18 •' 7/�IGllf$itiT Nn �+ nv ui� �i�iluuit 3,-17 "FOi� 18'2LJ� JCCTIO B- RIP - RAP ENERGY DISSIPATOR DETAIL Al. T. S. PIAN VIEW u6EE SHEET N0. 2 O� R044&q 6RAOIAI 24 BE/Ti 9 L2 /`UTU/E R /W COUNTY ... .o P 1 i t kh ' .a 22BT� �.F "'� tee. �{�e�� �•; DATE: 93 ATE: AC.411JA/S TO Bf AfdlM.0 BY: BY CATCH BASIN DETAIL scale. /" = 41 ■' TO -MAC ENGINEERING - 41934 Main Street O. 2114 9-Q 93 Temecula, Ca.92390 676-5715 , SCAkE: BENCH MARK: I = 4' VERT. 4GF I" = 40' H©RIZ. see sheet I )NER DATE CATCH B scale: l" = 4' GRAPHIC .SCALE TA /L A ,.