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865v_sppg� FR£Rwp �P 9 gOE i 1 R` pig' i LA SIERRA AVENUE IMPROVED UNDER TRACT NO. 17215 LA SIERRA AVENUE 36 / 000 A No.�` , 34 J r \�S i -------— .. J --JAS - 2 YtF ti = 31.9 CFS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 35 J --JAS - 2 OLEA, EAROPAEA OLIVE ! CONSTRUCT T1 'A" CLNs AND GUTTER {S" o.) PER ✓ '' PINUS HALEPENSIS ALEPPO PINE ©2 CONSTRUCT TYPE "B' CURB AND GUTTER (8"C.Fj PER 400ON NO, 0,1; I N O E X MAP CONSTRUCT CUFM SIDEWALIY PER STANDARD NO.4 }t s7oAaV� DRAIN Q=TTIEs GUCONSTRUCT CROSS GUTTER PER STANDI O. 209 11 Y LATCH BASINS,CSIOOCONSTRUCT ACCESS RAMP PER STANDA`RO 403, 24" RCP " 4 EA. / 38 RCP _. 194 L.P.' ® A.C. PAYING SEE GENERAL NOTE NO. 8) 48 RCP __� 140 Li-- MANHOLES, MH NO 4� I CONSTRUU`T BARFUCADEPEA STANDAAD,t4O. 810. OUTLETET RIP 1/4'STRUCTURE..--,-TON.... �.:� loo 'Gy .. 11At_ 0 PLACE r X e REDWOOD HEADER. NOTE., STORM DRAIN ON SHEETS 2, 9 & 10 ALREADY INSTALL STREET TREES PER ORDINANCE No460.58.: , LTUANTITY ESTIMATE IO CONSTRUCT" TYPE "A" CURB ONLY PER ST STD.200 TYRE "A' 6" CURB AND GUTTER ......... `i 1 I 11 CONSTRUCT ACCESS RAMP PER STANDARD NO. 40.2 STD. 201 TYPE "B' B" CURS AND GUTTER ................................. 3"184 L, Fr. A.C. PAVEMENT ............ ............ .............. ......... ., ilo�t, sld� w'F A.C. OVERLAY . .......:. ............................................. > CLASS 3 AS.. .......:. ... .......................... ............ tG+W,ilbito .F W. REDWOOD HEADER .......... _... tv� L..P NOTICE TO CONTRACTOR_ ROADWAY EXCAVATION ... J THE EXISTENCE AND LOCATION OF ANY UNDERGROUND:U St SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Lal STREET NAME SIGN STO. 816.......... ............ a BEST OP OUR KNOWLEDGE, THEM ARE NO EXISTING UTILI ......... THESE PLANS. PLASTIC GUIDE MAAKERS CLASS 1, TYPE F BID. A-7 4A .... --- THE CONTRACTOR IS REQUTAEO 1'O TAKE DUE 1'AECALMOZ BARRICADE ..... UTILITY UNES SHOWN AND ANY OTHER LINES, NOT OF RE( tcSl a .F PLANS. CAOSS GUTTER »_ ...... » .,.;,.. 2 188 F CALL UNDEMMOUND SERVICE ALERT L%Q,.T -SDO­ 422-x+ DRIVEWAY APPROACH STD. 207 TO EXCAVATION TYPICAL SECTION THE QUANTITY ESTIMATE 94OWN HEREON T'S PY1R THE U5 CURSUNE SIDEWALK .....» ........... , Cv -i L .F NO SCALE DETERMNING BOND AMOUNTS ANO10A FEES AND IS NOT :RSIDE COUNTY STANDARD NO, 106 STREET TREES. .ASS 3 A.R.,0.20' A.C. PAV1'NG T.I. - 5.0 UTILITY TRENCH ..... ..... Cesl-I t 1 ,I= ( ASSUMED R -VALUE= 40 ) REVISIONS: APPROVED i BY: ALBERT A. WEBB ASSOCIATES ©i Woven Fxa�sut� ;MO�UW�sa ON LAKF_ e6 Lei r_- r-> ssIP,-zW . "Iqr='�s: a Gx , _ 1 i CIVIL ENGINEERS REGISTERED CIVIL ENGINEFR'NO 22.:� McCRAY raaI8 DATE: E T �rtsrae , CALIJ=�i�ii�1 (7i4) 686-10tO APP' i BY: SCALE: FOR ROAD CO, IS$IONFR DRAW 8W sr9dr , l RIVERSIDE COU TY,.CALiF DESC E BY: ' DATE:1 CHEC' Kkb 51 . SI.Ct 1„ r;r; YtF ti GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS Of ALL EXISTING LMUMES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION S044EIXJLE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1982, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO INSTALL STREET CENTEAUNE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. S. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVEASIDE COUNTY ROAD DEPARTMENT, PERMIT SL ASN, FOR AN ENfa,R0AoH- MENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED DADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBUC USE, 6. ALL UNDERGROUND FACILITIES, WITH LATER", SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING., SEWER, WATER, ELECTRIC, AAS, DRAINAGE. T. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 ANDIOR NO. 207, AS DIRECTED IN THE FIELD. 8. ALL STREET SECTIONS ARE TENTATIVE: ADDITIONAL SOIL, � 1* BE TA di , AFTER ROUGH GRADING TO DETERMINE THE EXACT Mitt TON'AE#i1RiMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNT IED, (9ts1•IALL. FOR TRACT MAPS AND PARCEL MAPS, MAY FON PERMIT CASEW 9. 'ASPHALTIC EMULSION (EOG SEAQ SHAD, BE APPLIED NOT42, S3 THAN P01VAIEEN DAYS FOLLOWING PLACEMENT` OF THE ASPHALT SURFACIt ' AND SHALL) A,i"4ED PLAN,71 NG NOTES : AT A RATE Of O.OS GALLON PER 3Qtli1F1E Yom. ASP7 'F9 EMULSH* BSL CONFORM TO SECTIONS 37, 10 AND 04,0F THE STATE lh'AN 1I' SPECIFIC ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT Of WAY, I' FROM PROPERTY LINE AND A MINIMUM OF YID FROM 10. PRIME COAT REQUIRED PRIOR TO PAVJN0,,ALL GRADE IN OF TEN ACEI Tx" SIDEWALK OR CURB. IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEET THE 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE ILLS, 460x8 -' v ABOVE REOUIRIEcM1iNTS, ST IMUM;Of 1 INSIDE OF PR MEET TREES MAY BE PLANTED AMIN- PROPERTY. 1'L IT SHALL BE THE AESPONSISILITY OF'*HE: DEVELOPER,, G# C�:Oh `r7AACTCR TO ^7 TO CAUFORNIA DEPARTMENT' OF TRAi `�3FONfiATION iiCA1,TRAPI�i �D1T AN ENOROACF9� X APPROXIMATE TIT E LOCATION. NO STREET TREES SHALL MENT PERMIT FOR ALL WORMY PERFORK' WITHIN THE STACE:ITIGHT t8F`WA BE PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUTBACKS. MINIM WPI SIZE OF TREES TO BE PLANTED' IS TO BE 115 ;GALLONS, OR I" DIAMETER STEM SIZE'- SEE STAKING INSTRUCTIONS APPR1VED SPECtIES: COND%IiUCT1ON tiGS �„ .. QUERCUS SUBf'A CORK O OLEA, EAROPAEA OLIVE ! CONSTRUCT T1 'A" CLNs AND GUTTER {S" o.) PER ✓ '' PINUS HALEPENSIS ALEPPO PINE ©2 CONSTRUCT TYPE "B' CURB AND GUTTER (8"C.Fj PER 400ON NO, 0,1; I N O E X MAP CONSTRUCT CUFM SIDEWALIY PER STANDARD NO.4 }t s7oAaV� DRAIN Q=TTIEs GUCONSTRUCT CROSS GUTTER PER STANDI O. 209 11 Y LATCH BASINS,CSIOOCONSTRUCT ACCESS RAMP PER STANDA`RO 403, 24" RCP " 4 EA. / 38 RCP _. 194 L.P.' ® A.C. PAYING SEE GENERAL NOTE NO. 8) 48 RCP __� 140 Li-- MANHOLES, MH NO 4� I CONSTRUU`T BARFUCADEPEA STANDAAD,t4O. 810. OUTLETET RIP 1/4'STRUCTURE..--,-TON.... �.:� loo 'Gy .. 11At_ 0 PLACE r X e REDWOOD HEADER. NOTE., STORM DRAIN ON SHEETS 2, 9 & 10 ALREADY INSTALL STREET TREES PER ORDINANCE No460.58.: , LTUANTITY ESTIMATE IO CONSTRUCT" TYPE "A" CURB ONLY PER ST STD.200 TYRE "A' 6" CURB AND GUTTER ......... `i 1 I 11 CONSTRUCT ACCESS RAMP PER STANDARD NO. 40.2 STD. 201 TYPE "B' B" CURS AND GUTTER ................................. 3"184 L, Fr. A.C. PAVEMENT ............ ............ .............. ......... ., ilo�t, sld� w'F A.C. OVERLAY . .......:. ............................................. > CLASS 3 AS.. .......:. ... .......................... ............ tG+W,ilbito .F W. REDWOOD HEADER .......... _... tv� L..P NOTICE TO CONTRACTOR_ ROADWAY EXCAVATION ... J THE EXISTENCE AND LOCATION OF ANY UNDERGROUND:U St SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Lal STREET NAME SIGN STO. 816.......... ............ a BEST OP OUR KNOWLEDGE, THEM ARE NO EXISTING UTILI ......... THESE PLANS. PLASTIC GUIDE MAAKERS CLASS 1, TYPE F BID. A-7 4A .... --- THE CONTRACTOR IS REQUTAEO 1'O TAKE DUE 1'AECALMOZ BARRICADE ..... UTILITY UNES SHOWN AND ANY OTHER LINES, NOT OF RE( tcSl a .F PLANS. CAOSS GUTTER »_ ...... » .,.;,.. 2 188 F CALL UNDEMMOUND SERVICE ALERT L%Q,.T -SDO­ 422-x+ DRIVEWAY APPROACH STD. 207 TO EXCAVATION TYPICAL SECTION THE QUANTITY ESTIMATE 94OWN HEREON T'S PY1R THE U5 CURSUNE SIDEWALK .....» ........... , Cv -i L .F NO SCALE DETERMNING BOND AMOUNTS ANO10A FEES AND IS NOT :RSIDE COUNTY STANDARD NO, 106 STREET TREES. .ASS 3 A.R.,0.20' A.C. PAV1'NG T.I. - 5.0 UTILITY TRENCH ..... ..... Cesl-I t 1 ,I= ( ASSUMED R -VALUE= 40 ) REVISIONS: APPROVED i BY: ALBERT A. WEBB ASSOCIATES ©i Woven Fxa�sut� ;MO�UW�sa ON LAKF_ e6 Lei r_- r-> ssIP,-zW . "Iqr='�s: a Gx , _ 1 i CIVIL ENGINEERS REGISTERED CIVIL ENGINEFR'NO 22.:� McCRAY raaI8 DATE: E T �rtsrae , CALIJ=�i�ii�1 (7i4) 686-10tO APP' i BY: SCALE: FOR ROAD CO, IS$IONFR DRAW 8W sr9dr , l RIVERSIDE COU TY,.CALiF DESC E BY: ' DATE:1 CHEC' Kkb 51 . SI.Ct 1„ r;r; f CU12`✓� C1dT,d i ir„��t1z' .L t " CU12`✓� C1dT,d i ir„��t1z' .L t " SZz. oil' 143. 14' 2 15F4 -a'41° 4-18% C7---)' 3 18�zd'4E3" co-t8.ctn' Zt 1.Pyt' toa.�' 4 t8�zd`<i8" "tZZ.00� Z32,oa` tt't.oZ' 5 13`c.4 -+Z-1" tt-i 8.C2J' 7'i fes.r� t384Co' 13' 4' z-1" iZl90.cc� z.8o8t' t41.o5' T 13'-Z4' 2 !" 1222.Gi9 ZESs.aS' 143.Co3' B4F 3a'....2on 25.CXO' 2z.7S of C,-2&-35' 18 2S.CD' d -0. 4a' 2Co.1 fv' 22 �N 7 _r fl 20 Zai 7Z u6za �N Ut 42.0 A v1Q 23 24 25 1 0 26 I 27 28 DRIVE / N - ! SLOPE 1=ASEMENT �� apt FG :. \✓ �I . — x.6-30 I lk Exp 6-3D-88 BENCH MARK A 13RAy5 0I6K OTAMPEp ML.S& left (N To,- OF REVISIONS: APPROVED BY: CONCRETE I°o3T 30 AOoVE amouNp Le MILE.6 eOLITHEAST OF THE INTERSECTION OF LA 91£RKA ANO VICTc FKIA AVE. To A 0T" OF LA eIERMA ANO A PAVED DRIVEWAY , 100 FEET' DATE: �t�UTHWEf3f OF TE HE INTERSECTION (2;-CTION 1 FeE:r NpRTH OF r, 1v *15439/0? 2 FEET EAOrr CSF A /VARKER Po9T. APPRI EL..EV, e I I I Lo'LG� �vT.D �QaoFu ern. T<r.6, DATE: REGISTERED CIVIL ENGINEER NO. 73 �-- FOR ROAD CO ISSIONER RIVERSIDE COU TY, CALIF. 0 U Me 29 120 SCALE: I"= 40' ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 3758 Mc CRAY STREET RIVERSIPE, CALIFORNIA 716 1 F;AR -In7n HOP,1Z . I 4E SCALE VERT. i "=6' 160 31 TRACT NO. 172`15 --I COUNTY OF RIVERSIDE 86-266 IF_I FILE' A v1Q 23 24 25 1 0 26 I 27 28 DRIVE / N - ! SLOPE 1=ASEMENT �� apt FG :. \✓ �I . — x.6-30 I lk Exp 6-3D-88 BENCH MARK A 13RAy5 0I6K OTAMPEp ML.S& left (N To,- OF REVISIONS: APPROVED BY: CONCRETE I°o3T 30 AOoVE amouNp Le MILE.6 eOLITHEAST OF THE INTERSECTION OF LA 91£RKA ANO VICTc FKIA AVE. To A 0T" OF LA eIERMA ANO A PAVED DRIVEWAY , 100 FEET' DATE: �t�UTHWEf3f OF TE HE INTERSECTION (2;-CTION 1 FeE:r NpRTH OF r, 1v *15439/0? 2 FEET EAOrr CSF A /VARKER Po9T. APPRI EL..EV, e I I I Lo'LG� �vT.D �QaoFu ern. T<r.6, DATE: REGISTERED CIVIL ENGINEER NO. 73 �-- FOR ROAD CO ISSIONER RIVERSIDE COU TY, CALIF. 0 U Me 29 120 SCALE: I"= 40' ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 3758 Mc CRAY STREET RIVERSIPE, CALIFORNIA 716 1 F;AR -In7n HOP,1Z . I 4E SCALE VERT. i "=6' 160 31 TRACT NO. 172`15 --I COUNTY OF RIVERSIDE 86-266 IF_I FILE' t 5 Z5.00' fi Z39d' 2 3D'©8' ti31' BzZ.GtT 43z.3fo' 221.31' 3 8900ro' 1'7"' '7"76.00' ;i9 07.301 4 85' 30' S8" 35.00 52.24' 32. 361 S5' ?,of 58” 3sc: o& m 32.3"(0' Q i g 18.cx t80.-tco' X40. -I0' 110.4-114S" ''c122.007' 181.82.' 95. 2S' ....t_: _ 1 .:. Z Ira -colo' 138.4<o' Io 1 2:' 2-7 12oo. CiO 2E'0. 81 ' 141.05' I1 t30 ad.` 2-t" i222.o0 2Z 5.aEW 14,77•�o''J 12 F _ 3 .. _- S i t E t y - ! . ... A t _ x . 1 ..1 { 3 ,....... i _- . - : I .. + _ '. _ i 3 y j ? yy wyyyL{ v 1 i w T v. m.. 46, t. k l�:„ j --t-111-11.1.11-1111 S l 1 =l :. "All 0 F -} Ij,W O' .rvm.�..mv... ...m„�ao.a....o 5...............�... J ........n.®..., ae ._i.....w..F.e,: , .aw.rv.<... .r....... � .-...,.e....,...i.�e.......e 31 cW12v� O,dTn t S -1'3l' C:)-7 Z5.00' 3t3 19' Z39d' 2 3D'©8' ti31' BzZ.GtT 43z.3fo' 221.31' 3 8900ro' 1'7"' '7"76.00' 530.98` 07.301 4 85' 30' S8" 35.00 52.24' 32. 361 S5' ?,of 58” 3sc: o& 52.24' 32.3"(0' Q t t 4l' 4'" g 18.cx t80.-tco' X40. -I0' 110.4-114S" ''c122.007' 181.82.' 95. 2S' 24' 2-1" t 1'18.x' Z Ira -colo' 138.4<o' Io 1 2:' 2-7 12oo. CiO 2E'0. 81 ' 141.05' I1 t30 ad.` 2-t" i222.o0 2Z 5.aEW 14,77•�o''J 12 21L11 a J 34 0 35 -1, cil - Q n{ ar AP e a t a CONSTRUCTION NOTES: 0 Go"c%:; •tZUG'f TYKE "G" cu R.13 Laid TJ Gt-1TT tZ \ C Co"G•t= ) pr—=e NCt Zoo. L/ GONZTIZUG-C' -rCpE "v3" GLL¢i3 pNCJ GUTTE-,CZ C8"G.t=) �.sQ STLLN�J.GLfLD t�10. 26t. GO�t roTrl;l„iC'i' GU 2(3 StpEsW/�LiG. F�E2 ST.�t�1 C:3L11'3:© NO. 4C�0 LLIVP dol. y- d� cC�N�T1LUCT cRDSS G,,u-r;Ee f-�'R �Tpt ic0a¢r� No. zoq Br io zoo C v'). BENCH MARK: 11 cc�tit—�rRucT ac�✓5s ¢vr�P R A gRA,✓ D(9K 6TAMPED Ml.B6 t5ll IN TOP OF STpN>7pCLp I,lo. 402 CONCRETE PoOT 3" APOVE CSPROUNP l.9 AML -ES p. c. t�isvti.rcS C Z�� �gNg¢q� y.�prc jot.iTHEAST OF THE INTF-MepEGTjON OF L-A 51ERRA ©• S) ANO V►CTORIA AVE. -1'o A IIT" INTI=Mt7ECTION OF cot t3Z'tLuc'r' t✓3GLR6?Lcpt: f�R LA a+TERRA AND A P!}VEP DRIVEWAY, loo FEET �-t-� t�tt�ocLti� 1`t� 8L G'• i✓ouTHWEi✓T OF THE INTEROEGTION Q. FEET (tet c� 2" G 4" NORTH of for I S439roT 1 2 Feat- EAST of A ML4RKER ?OOT . 5LEV. = Ill I .O co 36 0 ' O 40 80 120 ISO - SCALE: 1"= 40' REVISIONS: APPROVED BY:y� ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS REGISTERED CIVIL ENGINEER NO. 3S 3788 MCCRAY STREET DATE: dD L9 ' 7 RIVERSIDE, CALIFORNIA ( 714) 686-1070 APPROV ' SCALE' HORIZ. I"=40' : VERT. I '= 8 DRAWN BY R'•"• FOR ROAD COMMISSIONER RIVERSIDE COUNTY, ALIF, DESIGNED BY R. P.. s=c1..� ssc+. :.s DATE: CHECKED BY R,i? Tm A k n V7 GURV� flATA t4c% ,d 2. L. , -r. 2 34e 52' 19" 400-001 Z4 -3.4e' " 125_ G3 39° e2' 1911 433.00' ZG3. 54 1.55.99' 34°_52' 19 t1 367.001 223.371 116.2,r-,' 45 46 47 48 A 5F\AS�,✓ VI' -5K gTA-A reV Mt_ Gro 10'71 IN TDP OF CONCRETE ForiT 311 AOoVH GROUND 1.9 /VOILES 90IJTHEA-CTf of THE INTERSECTION OF LA SIERRA AND VICTORIA AVE• To A°T 11 INTHR3EC'TI0N CX-- L-A FLA SIERRA ANO A PAVED DRIVEWAY, too FEET 9pOU-rHWS&T of THE MTER*eCn0N , ao FEET NORTH of P P. 4 (P5439ro7 , 2 FEET E.Ae T' eF A MARKER PoOrr. ELEV, = 1111.020 REVISIONS: LAKEPOINTE C)-j- .� J ..... DRIVE r'vr W a ' N0.37385 f< Exp. 6.30-89 sr crvati 4r�O CALI��Q� APPROVED BY: 14 DATE: 49 50 51 52 53 109 1L, W A cU12t.o-t�1C7-aSbT-, c. = PSR GonLgUcT cUyiL$g�l'J WL�,.1�iCf%—�T•�1t<ir7.�t2.. �r T - ti �,.. 2 -'¢UST tl� T¢, �, , y.,,� d _ p IN A,='c- " M, r"r... TOY�,I,.f�!�R C7_1 N.� O. 40 . .d. Cl, r9d. l tNJG•, ( gES AE=fV>. PAL NdT'E t3=, g� 7O. ccN�T>ZUcT C�AR1Ztcvt�E F'�R �TAnl'E7.�2o "a). x 4f=)wcn=pc:;) t.ic.At7H.GZ. O 40 - 80 120 160 SCALE I"= 40' ALBERT A. WEBB ASSOCIATES 1' CIVIL ENGINEERS TRACT N'O. 17 215-1 REGISTERED CIVIL ENGINEER NO. - 3788 Mc CRAY STREET COUNT I OF RIVERSIDE ER,SIC'E RIVERSIDE, CALIFORNIA SCALE u- ('HORIZ. 1"=40' 714 �. sss -logo STREET PLAN & PROFILENjot� F�Qow , VERT. 1_ 8 w, OF C I SHEETS FOR ROAD COMMIS TONER DRAWN BY: R.H. LA'K'EPO(.NTE DRIVE FILE NO. - RIVERSIDE COUNTY, AUF DESIGNED 8Y: R.:P. CHECKED BY: R_P. W_ 86 -266 FOR:LAKFRJO&F- A6doG. F. B. } _P e l Y ii18 r ^. s •^r LnK' S Mf S tl G c F ..— _ � rn r " t i w r N r y T nlk W �t e Ft ` 4 51 J o r " gib_ 2 4 nr." 1L, W A cU12t.o-t�1C7-aSbT-, c. = PSR GonLgUcT cUyiL$g�l'J WL�,.1�iCf%—�T•�1t<ir7.�t2.. �r T - ti �,.. 2 -'¢UST tl� T¢, �, , y.,,� d _ p IN A,='c- " M, r"r... TOY�,I,.f�!�R C7_1 N.� O. 40 . .d. Cl, r9d. l tNJG•, ( gES AE=fV>. PAL NdT'E t3=, g� 7O. ccN�T>ZUcT C�AR1Ztcvt�E F'�R �TAnl'E7.�2o "a). x 4f=)wcn=pc:;) t.ic.At7H.GZ. O 40 - 80 120 160 SCALE I"= 40' ALBERT A. WEBB ASSOCIATES 1' CIVIL ENGINEERS TRACT N'O. 17 215-1 REGISTERED CIVIL ENGINEER NO. - 3788 Mc CRAY STREET COUNT I OF RIVERSIDE ER,SIC'E RIVERSIDE, CALIFORNIA SCALE u- ('HORIZ. 1"=40' 714 �. sss -logo STREET PLAN & PROFILENjot� F�Qow , VERT. 1_ 8 w, OF C I SHEETS FOR ROAD COMMIS TONER DRAWN BY: R.H. LA'K'EPO(.NTE DRIVE FILE NO. - RIVERSIDE COUNTY, AUF DESIGNED 8Y: R.:P. CHECKED BY: R_P. W_ 86 -266 FOR:LAKFRJO&F- A6doG. F. B. } -arty. 00 , � C. L= SZ. Ilac �� \ i /// // /i' % /%///lJ/� // /l / �� / /0 P i Ill I f //1 it k K % "55v"�O�— k kol 01 ...... CONTOURS Is— CARREICT: SEE SHEET / to �olrt as BUIu-r- Rx' D F' —FE/ AL Ile % sl 'X0" 'ov e d A's j - X "Y sc Al 2 s' '31 1,s Z-1 4'g I ss t/ r sss [a s //" 1 el % kn e, z MKTX .. .... Tc4a J I p '' '-7L r I _2 /)/(/14/AIIK R*19, (T It N I -SLOPIEj I\\ E3A!:-' e I,(l EN -If N 6 t II //I' It BENCH MARK fill lit A ORA00 010K eMAMIOE.0 ML Sro 1971 IN TOP OF cor\jr-RETF- toof:;Ir 301 A*0\,la C-^OWN[2 k0 MILE -le, REVISIONS: APPROVED BY: 60U-rHeAe-r (->F THE INTERSECTION OF LA SIERRA I AWO Vt0TC>KIA A\,/F-. TO A "-r' kNTeM*,C-CTI0N OF L-A SIERRA AN0 A FAVSO 0191\IP-WA-r , 100 FEETFEETREGISTERED CIVIL ENGINEER NO. '5SIERRAIt -5ou-rHwF-err oF THEINTEMelECTIOtQ , 6FEET DATE: IOELIS-7 NORTH c)i= P. 1-. :0 1541111,e cv7 I z FF -F --r F-:Ae$rT- CPF= A AAAfKKEM 1006p -r. APPROV ELEV. - It 11.o20 FOR ROAD COMMISSIONER RIVERSIDE COUNTY, CILIF ' . DA c ON 0 40 80 120 SCALE: I"= 40' ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 5788 McCRAY STREET RIYERSIPE, CALIFORNIA 714 686-070 SCALE: 'HORIZ. I"=40'1 VERT. I "- S' 160 kovNzi I MU11.0 I 1UN Nu I MCI: lO GO NSTQU C ---r TYPE " C, U tZ13 F-7 C�U-rYraaa a -Z%cg 4G.`). No. 81 SHFsET t -=k f'E m -rmw "0. 4OZ 37365 v Iv TRACT NO. 17215 -1 COUNTY OF RIVERSIDE STREET PLAN & PROFILE LAKE CREST DRIVE OFU SHEETS FILE NO.- W.O. 86-266 1 F0 R: LAK6Mt0(oT--- AeeQe,-- - F. 8, V'Icq. W c1c9d I, c9l0a", 32. c7c) S5. W 24* 14, 59" -1 (27e-cxo' 324.197' 1 ro 4.9 S' w 240A-41 5911 es -z.00' 352.05' 178,70' w 85' 3d 58u I .5GI -arty. 00 , � C. L= SZ. Ilac �� \ i /// // /i' % /%///lJ/� // /l / �� / /0 P i Ill I f //1 it k K % "55v"�O�— k kol 01 ...... CONTOURS Is— CARREICT: SEE SHEET / to �olrt as BUIu-r- Rx' D F' —FE/ AL Ile % sl 'X0" 'ov e d A's j - X "Y sc Al 2 s' '31 1,s Z-1 4'g I ss t/ r sss [a s //" 1 el % kn e, z MKTX .. .... Tc4a J I p '' '-7L r I _2 /)/(/14/AIIK R*19, (T It N I -SLOPIEj I\\ E3A!:-' e I,(l EN -If N 6 t II //I' It BENCH MARK fill lit A ORA00 010K eMAMIOE.0 ML Sro 1971 IN TOP OF cor\jr-RETF- toof:;Ir 301 A*0\,la C-^OWN[2 k0 MILE -le, REVISIONS: APPROVED BY: 60U-rHeAe-r (->F THE INTERSECTION OF LA SIERRA I AWO Vt0TC>KIA A\,/F-. TO A "-r' kNTeM*,C-CTI0N OF L-A SIERRA AN0 A FAVSO 0191\IP-WA-r , 100 FEETFEETREGISTERED CIVIL ENGINEER NO. '5SIERRAIt -5ou-rHwF-err oF THEINTEMelECTIOtQ , 6FEET DATE: IOELIS-7 NORTH c)i= P. 1-. :0 1541111,e cv7 I z FF -F --r F-:Ae$rT- CPF= A AAAfKKEM 1006p -r. APPROV ELEV. - It 11.o20 FOR ROAD COMMISSIONER RIVERSIDE COUNTY, CILIF ' . DA c ON 0 40 80 120 SCALE: I"= 40' ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 5788 McCRAY STREET RIYERSIPE, CALIFORNIA 714 686-070 SCALE: 'HORIZ. I"=40'1 VERT. I "- S' 160 kovNzi I MU11.0 I 1UN Nu I MCI: lO GO NSTQU C ---r TYPE " C, U tZ13 F-7 C�U-rYraaa a -Z%cg 4G.`). No. 81 SHFsET t -=k f'E m -rmw "0. 4OZ 37365 v Iv TRACT NO. 17215 -1 COUNTY OF RIVERSIDE STREET PLAN & PROFILE LAKE CREST DRIVE OFU SHEETS FILE NO.- W.O. 86-266 1 F0 R: LAK6Mt0(oT--- AeeQe,-- - F. 8, w w z w -j -arty. 00 , � C. L= SZ. Ilac �� \ i /// // /i' % /%///lJ/� // /l / �� / /0 P i Ill I f //1 it k K % "55v"�O�— k kol 01 ...... CONTOURS Is— CARREICT: SEE SHEET / to �olrt as BUIu-r- Rx' D F' —FE/ AL Ile % sl 'X0" 'ov e d A's j - X "Y sc Al 2 s' '31 1,s Z-1 4'g I ss t/ r sss [a s //" 1 el % kn e, z MKTX .. .... Tc4a J I p '' '-7L r I _2 /)/(/14/AIIK R*19, (T It N I -SLOPIEj I\\ E3A!:-' e I,(l EN -If N 6 t II //I' It BENCH MARK fill lit A ORA00 010K eMAMIOE.0 ML Sro 1971 IN TOP OF cor\jr-RETF- toof:;Ir 301 A*0\,la C-^OWN[2 k0 MILE -le, REVISIONS: APPROVED BY: 60U-rHeAe-r (->F THE INTERSECTION OF LA SIERRA I AWO Vt0TC>KIA A\,/F-. TO A "-r' kNTeM*,C-CTI0N OF L-A SIERRA AN0 A FAVSO 0191\IP-WA-r , 100 FEETFEETREGISTERED CIVIL ENGINEER NO. '5SIERRAIt -5ou-rHwF-err oF THEINTEMelECTIOtQ , 6FEET DATE: IOELIS-7 NORTH c)i= P. 1-. :0 1541111,e cv7 I z FF -F --r F-:Ae$rT- CPF= A AAAfKKEM 1006p -r. APPROV ELEV. - It 11.o20 FOR ROAD COMMISSIONER RIVERSIDE COUNTY, CILIF ' . DA c ON 0 40 80 120 SCALE: I"= 40' ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS 5788 McCRAY STREET RIYERSIPE, CALIFORNIA 714 686-070 SCALE: 'HORIZ. I"=40'1 VERT. I "- S' 160 kovNzi I MU11.0 I 1UN Nu I MCI: lO GO NSTQU C ---r TYPE " C, U tZ13 F-7 C�U-rYraaa a -Z%cg 4G.`). No. 81 SHFsET t -=k f'E m -rmw "0. 4OZ 37365 v Iv TRACT NO. 17215 -1 COUNTY OF RIVERSIDE STREET PLAN & PROFILE LAKE CREST DRIVE OFU SHEETS FILE NO.- W.O. 86-266 1 F0 R: LAK6Mt0(oT--- AeeQe,-- - F. 8, m � w ..... O 11 12 13 14 15 16 17 10 I1 12 4 I fin ICE, +oa-.oma CAN4sT/ZUC77 1- old, A STD. NQ 4 \ Nazi LINE 'A" w m SCALE : I"= 40' 120 160 ® REVISIONS: .114N A00 60. M.N. (!q ST•9. 16 '/- O4.0.9 6,41V01V0,e5 -,eOM a^T,ll/O+/B. ZG —/OtgO Z/Z/B7 APPROVED J DATE: 40A 7( 7 A7( I X---- ------ ------ � ^ ALBERT A. WEBB ASSOCIAT QAti CL Wt � CIVIL ENGINEERS 3788 McCRAY STREET CIVIL ENGINEER NO. 3d38S RIVERSIOE, CALIFORNIA 92606 714) 686-1070 SCALE:BENCH MARK: HORIZ. 1 "=40' LVERT. I"= 6' SSI ,�NTY, C LIF. R®RO C4.M IO ER - DATE SEE SHEET 1 AS BUILT �101111111 11111 TRACT NO. 17215-1 COUNTY OF RIVERSIDE 7 STORM DRAIN PLAN & PROFILE CROSSING LAKEPOINTE DRIVE OF!! SHEETS AT STA. 51-1-0!0 # FILE NO, W.OB6-2661{ FOR: LAKERIOGE ASSOC. i F.9. 1051 al!5-266-A Itq A N®. z zz.'3s`oz" 45.00' t`t.-14' 8.99' 8Z� Pq' 36" Glc3.00' %�. Cc -1' 39.3ly' 5 23.ot4' 38" 4s.GU' tl".y.7.Co` 9.2Co' foZ= moo' 3Co" 45, Gri' 4x-).44' LINE 'A" w m SCALE : I"= 40' 120 160 ® REVISIONS: .114N A00 60. M.N. (!q ST•9. 16 '/- O4.0.9 6,41V01V0,e5 -,eOM a^T,ll/O+/B. ZG —/OtgO Z/Z/B7 APPROVED J DATE: 40A 7( 7 A7( I X---- ------ ------ � ^ ALBERT A. WEBB ASSOCIAT QAti CL Wt � CIVIL ENGINEERS 3788 McCRAY STREET CIVIL ENGINEER NO. 3d38S RIVERSIOE, CALIFORNIA 92606 714) 686-1070 SCALE:BENCH MARK: HORIZ. 1 "=40' LVERT. I"= 6' SSI ,�NTY, C LIF. R®RO C4.M IO ER - DATE SEE SHEET 1 AS BUILT �101111111 11111 TRACT NO. 17215-1 COUNTY OF RIVERSIDE 7 STORM DRAIN PLAN & PROFILE CROSSING LAKEPOINTE DRIVE OF!! SHEETS AT STA. 51-1-0!0 # FILE NO, W.OB6-2661{ FOR: LAKERIOGE ASSOC. i F.9. 1051 al!5-266-A Itq A y ;�t'��1�X�uN',tU."'Afi.P`#'°<,k'1h3�Yit`%n1iSPkd"1i1'3hti"nitYstcttt{+SPY�GbI}itst(i�0Fe#rd's.3113"'tYulUfiS°Y!PhlAnkr;PiScYh'n'; Q s-rA.2 55.14 PCD C 3 LATERAL `0", INSTALL LAT'EPAL- ` E 4NQ)TALL N w IG.04 L.F. OF 24" 4 RCP 27.85 LF OF 24"' 0 RCP 3 tl N W @ 7.84 (1600 D) Cal 5.44 7.tt�i00 Di Quo r YY _ a ,�, /" HY[7RAUU(; DATA HYDRAULIC DATA N I-7° 32'43" W 50 i r ti � , j zID '� 0 EY co N Q�� S Qti311WO r , a d Z 32' 32 j � Q U O C N .. 0 r44p n hahj�� �m.•� + v — I F \ EE 1210-�F-t PO 'fie ! 1 Z (V }3 U i 00 U' N t O V'a Uj s -LINE "13 s lP 0 V, :x�'ad5t&';IYInYa,rttta`inn.',y�t�id;.�:XN7SY{t,'i.:Ycu�fi�Fi9sn{t�i'tE(Ph3��U/T�U1,:�i�Y?1fN$Pt7iYhs7rt2Yti�??fArfiaalZ�$tYs1�i�1?`i'?-srik?Zatia�dtib��,",�)1�"�f�fta7U'�"�Ai7ftif8itElil7�k'�117fi3'9Zs"cuz4i+Pas;�Y�2tit±�k7(a2�i��iKWutnF„`i,PvrYaJPS+1iJaA��9P'�<;5Itkt,Y�n�SGNl,�,rYXt�b+�{�iu7�fl r'.': -* U8E THE HIGHER VALUED OF E' i L' RIP—RAP SECI—ION SECTION OA -A" CURVE DATA A 1 B C' P, Da E` I L' R. . MANHOLE N0. 41 T. I -73' ( in 1 00 ° LAT ` D" 50 1 33.30' 3.-71 5.9 1 1176.14 (175.75 LAT. "E" (00 24" 14.3 13& 1 3% 1 1 219 1175.75 -* U8E THE HIGHER VALUED OF E' i L' RIP—RAP SECI—ION SECTION OA -A" CURVE DATA NO. R. L. T. I -73' ( in 1 00 ° -45.00, 15-7. 33' 33.30' 2 09'23` 10" 794.00' I!a .-07' (r05 15' so SCALE: � 120 116.37385 m Exp. 6.30.88 r ,GF CAW\F� A P1°C,": ;:,D v /o�i9�8Z 'MATCH TO NATURAL C5,ROUNP 7 U55 GROUTED 14-T 4. TON RIR RAP oN S Da SLOPE qoo- 227-0 CF5 V = 7. t le FPS V = 6.3-7 FP3 m S `FT - LIN @ V i F `f` f CC -IT - LINE/"Cu _ R! P - IRA BASI N DETAI L i' .201 LBERT A. WEBS ASSOCIATESrru A CIVIL AENGINEERSA� T R ACT N0. 172-15-1 /'0^N � 3788 Mo CRAY STREET COUNTY OF RIVERSIDE RIVERSIDE CALIFORNIA 92506 Gee loco n� STORM DRAIN PLAN £► PROFILE �... HO.RI.Z. 1"=40' ICROSSING.-LrFIA/�. X:GsP y,.�/�1/�E,�>.,:'. RS1 �vi VERT 1�'=4' cr 7 AT STA. 41+00 FOR OXI-t {ne ^ i \. ...� ��7 SEE SHEET I �. :. - Dna T?: ? 66 266 l= )Rk LAKERIOGE ASSOC. I ks, P05( 1 �p lm I rlc 7 TD cTK2U r-7- � L. tie 1l..-. li4o 37385 �.I.JR �✓ ie. [J6TA i i 2C7°CxJ'7" g4v.�o' �.t li-z' I�.BT' t 5 y 33 I rlc 7 TD cTK2U r-7- � L. tie 1l..-. li4o 37385 �.I.JR �✓ ie. [J6TA i 2C7°CxJ'7" g4v.�o' �.t li-z' I�.BT' NOTE- WARP 5A51N Tb C.Cr4FORM TO NATURAL, STREAM CHANNEL. TOP OF RIPRAP IN FLCSc W- of SA51N SHOULD 5E AT THE SAME ELEVATIGSN GSR LOWER THAN NA -LURAL GHAYJNEL alp _I�AP E3AIN LINL 11 �8 . �t-i•C?wN 1-ll=�.�c�i�l V�Eai�Ea iJ l=���»N�C� 'Y lS''1 hSG .�.�:t2lLS t_ �s gz 3 c"r u t2c---� -THE. 'Yt n,rtC., o 9T c. tJ -rY .UGTic-_ai�l _ra F=IT T"�. N6�i'T`le tai 1N iW' Fi i,�>u.% I GRANGE TITLE ADD TO IT215- 3R N Fdl Y s/,r�� �: Y 1R , P �,ECTIoN THIS PLAN wAS PREVI404J5LY APPROVED EBY -n-4E- RIVERSIDE. COUNTY ROAD DEPT. AS SWEET 9 OF 18 OO- Z55 D, TR. NQ 17 IS STORM ©RAIN CRO551[dG. LIN "'• as ECa��- AS BUILT NOTE- WARP BASIN TO CONFORM T(C) t4A_rUIQAL-'51_QFJol" CHANNEL. TOP OF P -IPP -AP IN PLOORZ OF BASIN SHOULD') BE AT 7 -HE 5AME ISL.V-:\/ATION OM L_0VQF_f2 THAN NA7-UQAL Ci-kANNSL e0l-170M. LINt A) N 0_rE : -r"15 PLAN WAS PREVIOU51-Y APPROvE-D 5Y THE KIVeR51DF_ COUNTY ROAD DEPT, AS 5HF-E=-T ki OF- 181 950 -?_53D, 7R. W-0 17215 STORM DRAIN CR0551N<3. CL '5ECTION RIP9AP E5A51N UNE. ArQo W 125-r LVC-IINGt Ali—EVVIAL- V-r V,/IL-L- P90Ij;,6A;FlL_Y M5M -VHE-- Tl M}= o:p kv,4A-1 8 1=1T-_L.2:z Na. 37385 Exp 6-30-88 J'All ) ciwv R E'N � S APPrU VOC'> BY: r- I -r,- L --F- - e'T'' 0- "A' " 0_6 . .... TO 17215-1 AP,Vll BY, DAI:r E� ..... . ..... .. .... . ....... . .... v , RE !ST'FRED Mn� NQ; p7v!� RIP- RA P BAIS I NJ 0,ETAI L 111=201 LI NE %% D ALe�Mr A. wraos Aq�,C iihmsd& A C -114) EihNCF� MAKX� A.P. AS BUILT TRACT NO. 17215-1 COUNTY OF RIVERSIDE 10 STORM DRAIN PLAN 81k PROFILE 'ossG '*L' A A STAB-mt tl NO, a 26 �_�AKER sov . ... .. ... ... 21 A41 crif __T dlI T, + 4 NOTE- WARP BASIN TO CONFORM T(C) t4A_rUIQAL-'51_QFJol" CHANNEL. TOP OF P -IPP -AP IN PLOORZ OF BASIN SHOULD') BE AT 7 -HE 5AME ISL.V-:\/ATION OM L_0VQF_f2 THAN NA7-UQAL Ci-kANNSL e0l-170M. LINt A) N 0_rE : -r"15 PLAN WAS PREVIOU51-Y APPROvE-D 5Y THE KIVeR51DF_ COUNTY ROAD DEPT, AS 5HF-E=-T ki OF- 181 950 -?_53D, 7R. W-0 17215 STORM DRAIN CR0551N<3. CL '5ECTION RIP9AP E5A51N UNE. ArQo W 125-r LVC-IINGt Ali—EVVIAL- V-r V,/IL-L- P90Ij;,6A;FlL_Y M5M -VHE-- Tl M}= o:p kv,4A-1 8 1=1T-_L.2:z Na. 37385 Exp 6-30-88 J'All ) ciwv R E'N � S APPrU VOC'> BY: r- I -r,- L --F- - e'T'' 0- "A' " 0_6 . .... TO 17215-1 AP,Vll BY, DAI:r E� ..... . ..... .. .... . ....... . .... v , RE !ST'FRED Mn� NQ; p7v!� RIP- RA P BAIS I NJ 0,ETAI L 111=201 LI NE %% D ALe�Mr A. wraos Aq�,C iihmsd& A C -114) EihNCF� MAKX� A.P. AS BUILT TRACT NO. 17215-1 COUNTY OF RIVERSIDE 10 STORM DRAIN PLAN 81k PROFILE 'ossG '*L' A A STAB-mt tl NO, a 26 �_�AKER sov 41 �o �L.q OF