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HomeMy WebLinkAboutTR 20705 SIP As-Builts GENERAL NOTES: STREET IMPROVEMENT PLANS FOR: OR. CONSTRUCTION NOTES A QUANTITY ESTIMATE 1. Note to Contractors: The existence and location of any NOI ITEM UNI QUANTITY underground utility pipes or strutures shown on these //� 7 STREET IMPROVEMENTS plans were obtained by a search of available records. TRACT NO. 2O 1 O- ! AC PAIF.AIENT OVEQ AUU.BASE SE G,o=5.9 op5 Approval of these plans by the City of Lake Elsinore $68,Z00 � G/NE B/o 22,778 does not constitute a representation as to the accuracy 2 G"CU�e6 � GUTTER STa No, 20o GF or completeness of the location, nor the existence or l.,0=24.7=ems non-existence of any underground utility, pipe or G/NE 59 3 6" CO.PB (W/TN/N CU?H.PETG/.PNJ L.F $(O a,o.=63$/�GsG�E�I CITY OF LAKE ELSINORE AW structures within the limits of the project. The — I�I 4 B"CO.PB GUTTE? STO No. 20/ LE g7ro Contra or is required to take all due precautionary H �7j m:3y/�gp�E� I v Qmo=31,/(BLEL'EO) 3 measures for the protection of all utilities, pipes or L/NE B8 G/Ne Bd /=200� /NE-? Cn�a.=3dZG cps(oUG.rEoJ Q,,,'/o2s cFs(saGr o� •` 6'-8"CU,PB G.7TTEA' TRANS/T/LW L.C. (7S structures, whether shown on these lans or not. An L/VE 13 9 J P Y LOT"8" G/NE 6' 6"-8"cueH 7PANS/T/ON LF /(O utility damaged during the performance of the work shall be repaired or replaced to the satisfaction of the 7 55'W/OE SL 'WALK SF /$�50 governing agency by the Contractor at his expense. J'i Z. 3 'f S 7 G f %!O >/ 12 /,3 NORM ORAIV /(f ` LOT •D 8 50'W/GE S/OE/NAL.0 SC Z¢,68o /�{ /7 1d /I 20 2 r -r�RM DRAIN 1-1- G/NE 4 f 4 5'GV&p s'lPet e e SF 36,SZ0 2. All work shall conform to City Codes, Standard J� L'fl y0N--`St/T / Q/oo=ee.B <Fs/f�c.reo� O Specifications for Public works Latest Edition and ---' - V(�1S / I _ I / / 2 G/NE r (g§- RO S/yT/5 /B7 (O 40�Wiaf .1'&L1WALK SF 32000 Standard Drawings. It is the Contractor's N{ 1__ _ - _. _I F- Qf- cu ]LET SrO AO. o,J ypoiPiso FOR SS S': S) �L y I 'QJD ' /J d'DEEP OPEN'/NG. EA 2 responsibillty to be familiar with these standards and II TO/' / 1 'tf 40T S,S Yi• GOT "c /9Y /2 6EOSS 4UTTE-P STD.No. 2!O codes ac all times. � �/ ��- /" � �� /91 /3 tiroo(F/EO ceoss ¢;G GUTTER SF B ED E.T i 16/ � 6' 6S 3 f_ 1�� r2 v/ yp 39 1 l97 !90 /69 Qc/NE,Tsc<t /4 ALGESS 2AMP ,S'TR No. 4D3 EA 60 / a�11// -_ g T 1 I6f 70!7/172 V _ `V Cy9,o T /99 200 ® /5 PER META/L SHEET 5. EA 3B6D 2S \a 236 '9R�T ; 201 LOT 'E' /` STPEET L/G(/T STD.No./OClO 64 BZ 3. Contract.�r shall maintain traffic control in accordance d6 8J B9-1" 8.E 9! S� J- jar CS,NE/oG74cps Y 2d3 A'9< /7 ST?EET A/A,iJE SIGN STQNA. B/5 ER Zry with Caltrans Traffic Manual and watch Manual at all Ho T p,Q(yE ,� T v 2f4 202 _ times during construction as approved by City Engineer g8 8f f0 791 78 1 77 1 Af 7S 79 7 37 1 26 d•A' ,227 22d 23J 1 /B STOR SIGN PER DETAIL SNT 12 EA /¢ or his representative. Failure to do so shall require S7��!- '7/ I I 3. �6 �/�,r,27 A. �\ zZ9 2F i 203 F/ 8wor,CxOE PEC pEr414.SHT./Z immediate work stoppage. \ .� TZ /[ ��" ,' '28 4,or- was O Tl 270 Z7/ �. ZO B"cUKH(W/TH/N GrlK1 RETUCN) GF S9 4. Ilshall be the responsibility of the Contractor to 2' 'fS 96 f7 fH G^/E os.A 2Z6 FN 20rf P Y \���� S7.o / 99 3�i 2f 4,aa=3B. cis V 225 O \ 2/ fU?6 OUTLET FE,P STET No. 303 arran a for the necessar relocation of an utilities. /00 ' 9 Y Y l70// ti�L SH �/ G;s 2aS contractor shall notify.all utility companies involved \\ J02 C'eE�'k - `•� /1\� z23 �' czOe STORM DRAIN IMPROVEMENTS ai least 48 hours prior to beginning work. �' l03,lO�F A7A'✓Y6 _ `c Z/8 1-ROD-422-4133 Underground Service Alert. �� ms110 / l3/ l•� /29 129 122 72/f 220 !✓�y 207 //SOD 0,C c[FP LF O 7I l21 /32 S T 2 r S 237 3i 7B"oiA. - 5. It shall be the Contractor's responsibility to have a [v JOd JO7 !!! /?D /33 `'y0 ! ¢J 20H responsible representative at the job site at all times `�'. Fa V `I /l0 /3 DQ/,VE 6 6 22/ \ 32 7Z"O/!J ,P,c'.V /3f00-/*`,I'N/avEC A°Ue. LF 3,/7Z during construction. Z/6 2/ N� 33 66"O/A. QGv /B000-/$"Riu COVEe oe'CL:O !< 4 O�� l3G NOG 1� 159 JJS . hi9 209 /,`Fil 2� e�\s� /.?B ` 34 a2'oiA. Qco /350o-/'/z:Niv/ouezOPci! GF 369 tip- .� � 1�d E si � aril _i 6. The Contractor shall be responsible for the clearing of eii s ES137, V !S0 2/0 T A, \ 0 ! [7 Z!3 the proposed work area, and relocation and cost of all � FTF q ,t9,0 .r /!7 ' yP� � � O/A. FC.R /7500 L7P c(.RR LF /93 existing utl It ti asconstr. Subdivider must inform City of Lake G/NE G9 <as OJ /.fig /47 i65 /6/f 3 /62 /6/ /60/J9 3G Ao O/A A'.C.R /7500-/,'li"A'1/N IOVE.e 6F 'Of Elsinore of construction schedule prior to the beginning Q S c � Jrd /� /66 W of Construction /NE /41A5 4�4 (/� 146 /67\ LOT"P" p, 37 24"'O/A. R,CR ZOCZ�O-//z':N/N 00,-e L< /Z3 Hp tc /JS 168 � IS(ly DRI✓E �_ am=20.0 cas " 3 IJz G 140 ly5 5 IBz� 0 58 CONsr. c-0`C.M.P.(1%6A.) LF Z5 As C¢` O/A A°CET Z000o Li 2/$ 7. All underground facilities with laterals shall be in q,,,_A.O \0 J/H /69 �w 1� J;f /�/dy rd2 /c�1 05%COST7Z"CM.PmSER(IZ4 FERVE)AIL.A'oWS LF l0 3f /P"Oi4 PCF-Z4A9D-/Vr-%LUNCU'VE,P EA 973 place prior to paving the street Section, including but Z38 G/NE 816 s J/f 141 1 /I}4 170 ��D J7/ AS CIO iNSAU m5ms iKK PER OEfAIL ON Sx( Z¢ EA. I 40 (B"O/A. ,PC.P-'lOODO EA B not limited to sewer, water, telephone, electricity, gas n0 17Z 3Z and drainage facilities. PQ /42 143 171 V /7S R N/LL DAIVE ,S\ 4/ e-4rcv ewswl-STD. N. foly W79ed EA 9 0 -- !7y !6E 42 6ATCN dAS/N- STO N6. 60140 W=11' EA 3 8. All street sections are tentative- Additional soil 'G.y 17? r/ 1)14 teats will be taken di ter rough grading to determine the 6 43 LOCAL AFIWESJ•/ON STD. No. GO 70/ EA /3 exact section required. Section thicknesses shown are SHT 4_. J73 3/.6 cas TR 20704 44 ✓U/✓--T/UN ST?UC W-06 STD.A4.✓S 227 EA D for bonding purposes only. /nr zS ORM DRA/N k 4 ✓Is.eo�s —y � 5 UN6T/0N s•T?UCTO,eE rTR N..JS ZZ9 EA q 9 All exlating underground utilities and structures must �� Ca,= =5.3-Fs G/NE 8/f \ (/ 4(> MA,Vlla,- STL Al. ?S/ EA be potholed and elevations verified prior to L!i UNE 6// construction. The engineer of record shall be notified 9y 47 AfANL/OLE STD. N.. 1152' of any necessary revisions to the approved plans. The 48 MAA/NOCE STET Ne. 75¢ ER j revisions shall be in the form of "AS SVILT" plans NOTE: THE CONTRACTORS SHr1LL NOTIFY m. =6.7 cFs submitted to the City Eng Sneer for approval prior to the G/NE S.i/ GO, 49 Co/✓CA?E7T COLLRP-STY)Ak M Boa -,4 7 final acceptance of the project b the City En THE FOLLOW/NG UTRRTIESOR AROCTIOS -- y y Engineer. qg HOOR9 PRIOR TO S7RRT/NG C!M/STROCTION 239 50 SLGRE ANCNO.PS KEG OETA/L,1'N7.'/2 EA G 10. All existing monumentation disturbed or destroyed OR EXCAVAT/ON: N, 90/ �)v 5/ CSP,Q/SL.e,Ew AFrwle BOF GRAD.pC/Ay t(? EA 4 /O 20 20, /O r s2 /NLE7 PE,PGETA/L POFG.PAO PLAN•SK7.Z. EA during construction shall be replaced to City standards CITY OF LAKE ELS/MORE. .. . . . . . . . . . .714 G74-,3125 _ p as approved by the.City Engineer. Centerline ties are -to be furnished to the City Engineer at the completion GENERAL TELEPHONC. . . . . . . . . .. . . .l 800 422-4133 / / r� 53 HEADWALL fEQ CALTQANS STO OA'4.(v.�6-H EA project before acceptance Ss granted. y� Ng8' G' /7/ __ _- - _-. _ r7 ELSINORE VALLEY MDNIClPAC WATER MIST. S¢ HEf30WAGL KE4 CALTQANS STO Q@S.No.D-90 Ej/ p - - -- MR. APT KNMP. __ , 7/4 47(O-3/36 ss )A.C. vEMENT ss' S5 cNA(,v L/NK FENCEPE4STp.N MHO/ GF 334 31. An Encroachment Permit shall be required for all " construction work done within Public Rights-of-Way. >`� ATGf/ eAs,v-s/o%. cE/ce =/¢• __el S0. CALIF. GAS. CO. (VIA USA.) 1 660 422-4133 / m 57 [oNST 6"conic.COLLAR ALI_A_ratJNo PIPE EA. -i Before issuance of said permit the Contractor/Developer CALIF. ED/SON CO. CU/R US.A.).. . / B00 422-4/33 must provide the City Ytngineer with Certificate of ?� S�. /,5� _ --_ Insurance, required bonding for public improvements. UNDERGROUND SERVICE ALERT Cam.). / 80O 422-4/33 MHPCO ®,K 6G 44/ R W The encroachment permit must be present at the job site � > _�T i., IG4 W. NOSP\TPLItt U?NF SUIT? 1-A daring the total time frame of pro jeCt COHatruCtfOn 7 _ 7 IM W. AN SUIT.AII CA 92409 with approved set of improvement plans. 2 _ _ - / { )BASE CUO,RgE 2 M9)A9D`M1 SCENIC R196E DRIVE S' S 2. The Contractor shall notify the city Public Works TNF IMP¢OUEMEUfS SRRWU O1) i14E5E 9UI1JS Inrp in Svetor 4R hours 714)C to beginning Any work. Cali WME REEK CON37EUCTR )M SuBSTRATIRI )p.0 PAVEMENT for insve ctian at (714) 674-3I 24 Ext. 25 between the - hours of 9:00 a.m. to 4:00 p.m. Monday through Friday. NO sCAGE CDNF04MAN T T SE PLflNs. / /A PUE NO SCH LE PUE. / /5� 5% CASE/ENT P.U,E. EASEMEN NO SCAGE P(/E. 59G EASEMENT r LEGEND OF ABBREVIATIONS -' 45, So, EASEMENT S STREET LIGHT LY D. PRCY-F4. QCE 'A510 S DOTE L CDMRLIN[ OE GRADE BREAK ] • 8 ,e l'V f,(� j R ✓✓ I TC TOP OF NC ELEVATION e r )BA56 COURSE 2 x E A LP EACH", THEY CANYON E8T(9TE3 !9R/I/E /B/ l ?o' 20� I FL FLOWLIM[ELEVATION [A ucx �[ iIN13N EUAFAC[[L[VATIOX S S/ $' /G /2 / SP SWAN[FEET NO SCALE 7/ 4.5 S' 8- S/ FO FIN{SN CRAOE FL[VATION CY CUBIC YARDS 40 4,0' ¢S• 4 5. EC BEG{NNINC OF CURVE A/W RIGHT OF WAY �FPAi./CUu OQ. oEIYAGK A.C. AVEMEN7 Sl4EWAGK /OEWA/K ) A.C.PAV6M A1T f/pE [C [No of wRVE PL PROPERTY LINE PROJECT SITE PRC r01xr ov R[V[A3IMG CURVE AP RADIUS POINT ( PCC POINT Oi COPOUND CURVE (A) RADIAL 7 ve VERTICAL CURVE ESM"r EASEMENT 7 •zo7os -ls""'"'F`"'G` °r' EXISTING UNDERGROUND STRUCTURES: �� �� '- •.�_ ^ �+ EVC BRctXxtxG OF VERTICAL cu[vE MIN MINIMUM -N' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE STRUCTURES OR [VC [NO OF VERTICAL CURVE MAX NAKIMUM CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE ys•` \ �9 r o I TR.2070'i RECORDS. TO THE REST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES z - PI POINT Oi INTERSECTION AC ASPHALTIC CONCRETE ca'a EXCEPT AS SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 4 B ASE CouR.Sb / ` )BASE COURSE ( /6>a Z I EGA RIG IN CURB RETURN A[ AGGREGATE BASE + AAIL.oAD TO NOTIFY'THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE /Q O 9 // ECH END CURE RETURN AC► REINFORCED CONCRETE PIPE ♦y O STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY TYP/LAG STREE T SECT/ON OC ON CURB TY► TYPICAL(OCCUR REPEATEDLY) 4"Fo4 PCPs FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. HP MIGx POINT PP FINISH FLUOR ELEVATION c ^ R/OGECRE// rq DRIVE, SADOLERIDGE DRIVE, 7XIplefJL STREET SECT/ONE LP LOY POINT NO NATURAL GROUND NOTICE TO CONTRACTOR:Ni OOULOER VISTA DRIVE, ROCKRIOGE GRCCE, TO Tor OF CUTE ELEVATION CIF CURB FACE CHAPARRA/. WAY, H/OMEN CANYON ROAD, No SCALE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 5UNOA1VCE WRY, CREEKSIDE ORIUE CANYON VIFW DRIVE, 5AGECR63T DRIVE, 4 VICINITY MAP DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 'T s NO SCALE 3T01VEY CREEK DR/UE KIMOC-RLY COURT Q APPROVAL FOR REVISION -7 ONLY; IIESE P(AI6/GVE ft`BVIL17F101 RB CdPL7AM2171B Rf APMIFI7IAiF ISPOIRRYS- - flop COAL A SHEET SURE t1s EXTENDED AND REDESIGNED 5CENIC9106E DK ON SHEET 15 �'r� _ ICNq• NO. DATE REVISION APP'D BY' DATF_ Dr •�-�mw/rm••CTIYAIUSTAIFGIG4 MCIAVEBO AXS-ASLE. Es Ara CITY OF LAKE ELSgVORE ,oN�A E%TENDEp AND RE-DESIGNED LIN6'6"ON SE HET 23 p ZL 6-14-89 SHEETS Z/4 TO 1/ j4 /7 REV/SED. .P1 ,�A�j f -y _ '✓i9 - I DE6ILTING P3ASIN D DETAILS ON SHEET 24 / /-. ry. v m 10-U-89 SHEET$ /S,Z3 A'EVISED. -R. MUF.MW - 7 p,�T• NEW►ORT MACH.CA 92MO TRACT NO. 20705 OF INC. Z900 ADAMS 5T.SURE A25 I! IZ-l3-A9 SH6E75 /�F//S,QEV/SED. yR,N (7 t1)762-87t2 C5L ENGINEERING N RIVERSIDE CA. -)Z504 ® 5-25-40 SHEETS, Z56,7,9/B 20,2/ 24 STREET IMPROVEMENT PLANS 25 - I � 7a/ BENCH MARK:U•SGS MQ^/UMEN7 G-3o7 EL.=/27597 _ P.i2-3I-9i 7- -f0 EE /8 /f EO Zf PiO=PAREP UNPER THE SUPERVI3LN OF: CRY APPRoVAL� � ZZ L1 ZV Z.a-Qp BRASS D/SC ON COHi_/t'ETF_ FOUNOAT/ON OF PLANS PA!►AA■ UNDER THE DIALCTION OF: 2-90 ADDED R/w o sec.R ✓.coNSt NOTE/5 KEV.SNEE7j" .'Ar p/ FLAG POLE AT THE AN/MAC HOSP/TAL NEAR n(j`�� B TITLE SHEET SHEETS Sc-«..-.---: 6-S-9/ -„- z,s v z/, //_Z-9O MISSION TRAILAND RAILROAD CAAIYON RP.. .J DATE FILE NO. RICNARD A SCIANNi Fr.25917 r7ATE, R.C.E. .-.RATE: JENS TMIELMANN A-c--0Z42 I W.O. R: IF-a. EX►.DATE t[/St/sS �h i /00' VC 16.9 6 PoA of /00'UG - - ---- -- .- - - - ----- -- '11 po.7�'L{C..—_- t,H. RL= - a 50 4p-7 737 '. 97. 4$.9g O.C.: ;G.._g"�Gu.PB Tk'RNS/TIoN U !.- PDR of /00'VC 42.63� /.!4 O.G. - - W I4 °fa / - - o o4 /4 oea.aal 6" CURB ° 9 °N°— ---. _�- - :_ _ o 0 - - -- - o - _. -, .._. --_- -Q - -. -.v.° ^ �. .; r1-V4, 4 .414, ,0 - :...a.�; K /4 °/4 i ¢ /4 /4 N .* wl •!,\ 1p M $ V :- a m; \o` M Q - 0 i --- as °¢ - \ a -� T ?` —1390 oo'v.c- PhloF.b �$a. bLl /D0 �: m m �: 0�.a;a �* ' ° EXISTING GIRO ND s Q•-zz¢1 B -- h to ' 0H nr - _ - - - - Ali ® N� �I ^ , -_ - - - o° `,� v�V Nm o �1 W AT CL —1370 ! mod- L41 so a �q p. P/ 9 /0 1 h �_-- qq -- S ---- 8- —�8'ts . o p h S /00' 1G 91. /00' VG •O o _ -' Y- N. M : -GP1. a ^ o h a, i._ FINISHED % H n I 8 2 0,� -- SURFACE AT —1370 - - -- - - - -- -- -- - - - - - —1370 F1 ;o 0 0 , a x�i-- r- o TOP OF W LY o — ----- - -- - -- - ®-` .— - --- -----__--: _ aa.b,n m ,_ o n `. - _�gB-- - .-vs ui --m 6 CUR B POR.loa'V.C. : k h,>• tl.`� \9 �., l^o A�. a o DO 41 H a0 r w 2.2 -- X N (,!,, _' a - 10 11 12 %'S°� 13 14 15 16 17 18 19 20 21 © � / b /2116.29-G CAA/YpV I+V-74 4.CAN yON VIEW DRIVE � �\�/ // �<V ��'' � / =9+g5m3GANY0N 637•ATESI` (7 u >>,',//r: „ V• t� � 4 � P m lab ° as _ � V � 0 l'1 A � 2 ryq'1 -•' 3' \ SAGECREST DR. � �^ •�" SEE SHEET 7 0 1 - \ N'o�o Nh j Fa, / ��,s � " �•\ STONEY CREEK DR. �' SEE SHEET 8 e o� h h za a 4 I- e? � /' � � �•'u D/ b ., ;.3 / Q' : o T]A h ti v & 2 RO' �w �• �? •77 72/ N a Li h / b / ... MAPCO CONSTRUCTION NOTES 5b \ 1� \ q�, e �0 �° �` \9� r V� e ] 1 m / k Z1 l64 W. HOSPITPLItt LANE. SUITE I-R V' 2 2 'OF K•22', 86 •1.4a l9 �"1 I I B`-' 1 y�T' IB 5PN BERNRRDIUD� CA 9R4DL a— A.C, PAVEMENT OVER AGG BASE ; t"� a WmW a� 8 h% W v I 1 I � G J 9O9] R16-9333 �- 6 CUR/3 . GUTTER STO N0. 200 O y •.,� I. N ; H h I I ry ®� _ y� _ -•'. � \ F 1 e�(r� A THE IMPROVEMENTS SHDWU ON P(AT1S ©- 6"TO g"CURB TRANSIT/OA/(WITHIN CURB RETURN) 8 n;y i Z E 87 - �'•, a � /¢ L_ � �:: � - � NAVE BEEU WNSTRUQEO IN SU6STPUTIAL a— S'WIDE SIDE WALK '" /3 F 8 k°C° \ / o CONFDRMRN 7O THL�SE/P/JL�RNS. ACCESS' CROSS GUTTER !¢ ACCESS RAMP STD �F03 ,- /6 STREET LIGHT STp. /000 /7 STREET NAME S/G•N STD BI.S /2�3/a.04-5 C. ql� �.'J (yh� qM �/ 2• D. N PARYEQ: RCE TIS10 MlE 8'•Cu,['B (W/TN/N GU23 EE7UCN). O— ,9"COO$ £ 4UT7EK 15 �� /6 4 ¢ sTR. SIGN /7 • . .': ' LEGEND /?Y 80.00 /6 .. .. CURVE_ D ATA ¢t'L' /5fi 9/.6* C-CAAIM-V ESTATES OR. /3,,37.14 9 2 8 f-ow G/NE ELEK 0 R L T 0 R L T srR. nG l7 /otaO.00 -.. � STONEY CREEK OR. 80.4T� 95"O!'O/' 460.00, 2/0.7,9 Ao7.07' 'V �3" �r06 -34-96'- _ 99 un.e c[/R8 geIG NT ® o- 67'37'/9" 502.00' S92.47' 336.20' ©do-- - = CANYON E S TAT E S D R. ®©-- 97-59'4/�� 25,00' 42.76' 28.7G' REVISIONS: APP'D DATE APPROVED BY: n 40' O' 40' e0' 120 Do- 94P/6'36" 25.00' 41.14, 2Io.94' COR6 RBrORNS REv/ 6-/¢-89 --Y�L`� CITY OF LAKE E LS I N O R E Eo-- 25°ol•09" 458.00' /99.99' /ol.loz' Rev.srRtEErPLAN4PRol-X&. T-R• NS THIELMANN R.QE.25742 2 F 65'/8'4/" 25.60• 37.20' 23.01' kE`/cd/TNOTE�,fv YAer a wwf Z6144.114€A906D STA. 2-6%1 DATE: 6 Jo iB GRAPHIC SCALE STREET IMPROVEMENT PLANS G //I. /5.38" 25.00' 48.98' 37.26' COURTON&ASSOCIATES TO ST:PEEr/NT. oNPC/ PRO,,/GE. REMO✓E CUR✓E";'e "V: /! Z 90 7NkSf '����''ff1'18fD C(UFS.IAfAF MIM Ito Ar' fllAlE 0#81m616 SCALE: BENCH MARK: CANYON E STATE S DR. o- /8^ I6'40" 458.�' /46.11' 73.l08' 1400 QUAIL STREET OF 'L�J SHEETS SUITE 145 ff I,RF]!!,W/69 Cl/Y,W SI'Alf iAi$,U8 fGVf d4!flAPB ACC'fPTA&'.f. P"=4q'H. QZ 9° S9'S2" 48000' 50.25' 25./S' 1 NEWPORT BEACH,CA 92660 N� 'r,r 7"= 8 V. q Ka- 3G° 2d'Q7" 480.q/' 30S.5T /61 714 752-5719 SEE SHEET 1 TRACT 20705 FILE No. 64, HR(f1iD F.fQIIAfFA CITY Q61f�1 B.C.E.41239 DATE W.O. FOR F.B. T z rL i'G �I /oo' vc /oo• vc tog.97; 39.7 ..I.-. t f i TOP OF NILY h ' 1 8 0 0 0 6" CURB- b Lin rJ o O a m n a. LQ N N o -_ --- - -- - - - - - In N m 0 1340 S f Ham. 6 boy : Np: + o i00'vc -. "�{ d Pls 39.94 �sc'G� ^1 w - - - - -- - -- - 1350- -- - - Q N _ -- - - ---- 8 /oo' vc — + Pic 09 _6 0 od o — a / y�. � -- - W -- - - - � ^ FINISHED o � � + � $ � -- - -- - - - N �ca/oNnn Na * a � SURFACE o � � n� � FP 1340� * s - - - - a AT � a �-` h ;— ——.— — - - N - _ EXISTING GROUND T { - - - - AT - - — -- - - 1370- - �o - - e -- - 13 50- _ sa s. -------- -- - - - - -- -- - - - — -—133 8- a ro a o o W TOP OF S'LY - - - — - g 6" CURB H o _ o y- .. N - n * o h "J 1.__.... - .!.t. m. - � N N /oo'vc N _ v 5 . NI m °p n /oo'vc ! `� °� i 21 22 23 24 25 26 27 28 29 /6 /6 lz r` � /Oto d /O7 /08 /09 24.7�21¢CURB OUTLET 4RADIUG PI.AIIA, - 2 8 sHT& N�' h Qm=G3c ,q ,ggt9G67$aw OUTLET W /RA0IAIG PG4N, Jw NN + S.D. __ `q :�. N _ 567 -44-,/4'E 40"±4 SEE SHT (� NN 22 29 z4 25 v� 26— N C4 '831�F4. 27 3S Lu a 4 Q W MAPCO �� 1114 W. HOSPITALITY LANE. SUITE I-A N 0 W I Vi SAN BEENREDI(d0. CA limb L9n) 590-9533 l� 1 N THE IM?ttlF9.ENTS 3MLUKI 011 TYESF PLANS b w NAVE BEEN CbNSTO.UCTED 1U SObSTRNTIPL CON FDCMR CE TO, THES PLANS, N 1� tv J ,V L f,1 PRet ECE 29510 D Z /G CONSTRUCTION NOTES A.C. PAVEMENT OVER AGG.BASE 8v- S.O'WIDE ANO S/DEWALKER STO. A/O 2GY� /� /6 STREET L/6NT STD. fOOU ,-\,�, LEGEND p 21 cvRA3 0UTGEST sTO. DX/(�. A/o. 303 GLOW L/NC a5v CANYON ESTATES DR. �NE ��RB y�t�yT CURVE DATA --- a R L T -- ``-_ REVISIONS: APPROVED BY: 40' O' 410 80' 120 CITY OF LAKE ELSINORE //72.07 253.0/' /2lo.99 NS THIELMANN R.C.E.25742 3 /Z.ZZ'08" //50.00 248.Yb' /24.6! DATE: 6 JD �V GRAPHIC SCALE STREET IMPROVEMENT PLANS C — /2.22'OB" //28.00 249.5/' /22.23 COURTON 8 ASSOCIATES SCALE: BENCH MARK: 1400 QUAIL STREET DEET PLANS HAVE 90 REYIEIOLD FOR MIRIANLE MITH TIE APPMR�RIATE WITIONS �•'=40' H. CANYON ESTATES D R. OF 25 SHEETS SUITE 145 GF YQpMINT Af8/A9 CITY AV STATE LAC AM HIVE 80 FM AX67ABLE. NEWPORT BEACH,CA 92660 f(f.� ATE Z/,4a� I..= 8. V. 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SUITE 1-0. _ r;`7f ii \\�- SRN 99NTI¢ONO, CA 9Y4DT 29>B_L _ CANSbN E9fA1ES OR S _ 33 r90,00 /� �� \�_+j' '✓ (9ov 890-9363 /0 i•..-¢ ,2/OIvE cPESr O.P / _ _ - �S.0- � \ gytLF \ THE MPILOU MEM7S 5N WAS 01,1 TAESE LM35 I \ ONE TEEN 101SfEUCTED IN 5U8STRNTAL �€c9y Sfe cb$ .,- V6K I� = CONFo2MRNCE TO ESE PLW95. v bfb S. 6QI Z 9 o% R`"'y9j�. R 2'�8�4.�u 6 a 66 �I f/1 5 1�R I D L PRQYEC. 2(F 195'ID DkIE QM� Lri <p �a i99 f CONSTRUCTION NOTES II /7 0'� Io- A.C. PAVEMENT OVER AGG-BASE _ CURVE DATA G 6""CV.T/3�[W/TRf/N CVQB RETLIR N) 0 R L T %" a�- 50'GJ/DE SIDEWALK MODITIEp CROSS GUTTER PEROETA/L SfyT/2 LEGEND , ^ a— 90000,001, 25.00' 39.27' 25.00' l - /4 ACCRSS RAMP STD 903 31°91'Sl" 428.00' 235.59, 190.63, I : /y STREET LIGHT ,570 /000 ":, 450,00' 247.64' /27.04' FLOW L/A/E ELEIK O 31°3/'of" 472,00' 259.75' /33.25' 1* I7 STREET NAME S/4N S7D.8/5 77.07 �� ;I'-B c¢G r?A,Vr1raN c"Re 6^ca E 84°33'23" 25.OQ' 9/n.e9' 22.73' CANYON E S TAT E S D R. 0 6"-8` CdE6 TfANS/T/a✓ <m�E o�R6 NE'IG//T 56°36'07" 472.00, 139.95' 68.87' NO- 2r ZB'?3" 450.00' /92.2I 4759 REVISIONS: APP'D DATE APPROVED BY: 40' o' 40' so. 120 �/�-- 26° 49.45" 4P8.00' /82.81' 92.82' F.L.EL.AT STA30f3/.VC FODED 6_/g,99 (L• hY�JWCIIZ�P.Y�/1uui� CITY OF LAKE ELSINORE J� 87° 38.26' 25.00 36.24 z3.99' NS THIELMANN R.C.E.25742 4 K�- e9° 30.45" R5.00' a9.0%' 24.79' DATE: 10 lr GRAPHIC SCALE STREET IMPROVEMENT PLANS 45o,Oo' ,P.50, 1.25 COURTON&ASSOCIATES '� 1400 QUAIL STREET 1IFSE CANYON ESTATES D R. PI.gfd'fGVE '1✓EVIAID FIAT CWW&LLIANCf UNItff APPCgA77gTE CDW/IIIOA6' SCALE: BENCH MARK: OF 2S SHEETS SUITE 145 OF Y(AM/69 CITY AfD STALE(AUS,NPI Hd'vc @'7N ALL'fPTA&f. 714 75 TRACT 20705T BEACH,CA 92660 �F- �� 1 NEWP ��- e "1NIE SEE SHEET 1 FILE NO. 714 752-5719 /M U F GM12M OVAER E.C.E.4 0 DATE W.O. FOR: F.B. tz Ei I' T OF Ill 50'V.c" /DO'V c-11,614./ � .... _-7.,= &6 V,'or.T22.is j : ! /e0'V.c. Pl-113.40s-:2so% - -. - .. _ R, +z.24 OP OF N`L1Y a o , -CUR-B -.t - �_.__ a___-.� - o.- :tn ..a, b --9 y-- .� _�-.- - _ -.,--- •- __oa.� $ a. �� _ o �, - - -- -_...� `- - - : - °0" - -N --_.._ o :-.v,.m N h : o�-1 - _ _ - .r.,�k.�_ _ N :�.. m M q-.__,..__ �...._ ...__v --- - -- - ` m -- - -- -- --- a i a a E - ----- - -- - - - - : . - o . .. . rpUQ. -- -- - -- - - _ + N oo w \ �v - vc�- . . -K20 v " m o l :$ lv3 s.o cL?'vL Pi=//9•/ k - o - - - - -_;_ M._. -. f:Y. 3Y• : -. 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M5PITRUTY LANE, KITE t-R SRN BERNpCMA1D: CA 92408 CONSrRULT CULVERTPEe ®�. N" 890-9333 W STREET/MP.PLANS GOR TR IMPR111EMENT5 SRDWN W TWESE PIRNS yy�� V�� 5PANKUN STREET � ® m F/LE NO.- a NPVE BEEN CDNSTWCTEO IN 5UMTRNTIRL R�Yl'� � CDNFGVfAp CE E PIANS. CONSTRUCTION NOTES uf}eif5-sCE sNT,/ G'fsK G`CURB 8_5'FO.G'B'CURB lO- A.C. PAI/EMENT OVER AGG. EASE •5 Z CURVE DATA /-� _ _ q-z% _ O'CURB eGL/TTER 37P NO.200 D. N PREYER, 2CE 29510 o- Y.S' G./,DE s/OXiVALA Fr _ I I ® O$ lOZ°00'00" Z5.00 ¢4.5/' 30.87' I rb -STREET LlGH7 STD. IOOv A� 9e°0.3'05' 25.00' 39.29' 25.02' !" I /T STREET NAME s/GN 57p 8/S / B B9°5G Ss" 25.04' 39.-25' 24.98 /5 8"Cu�6 )` AtW1W sTO. 20/ 5w00' ///. /8' 53.82' /$ L1PiVBWAY f/Ai sff7.F/ sj0. 207,MOq`iErJ A�TA/G, THrs SHT. LEGEND 1 /� t-x 480.OD` /°(°.73' S3.re°44'23" ¢Gom' loz.1Li' S1.35' TYPICAL SECTION THROUGH DRIVEWAY 29°48'I'a 0/S.a9' 3l-0/' /63.7/' _�FLLTN L/rYE CLEV. 54sa9' $e96o' /s8.39' APPROACH rea°a O- 46" 57see' 299./9' 15.4.07' AI 56ALE CANYON VIEW D R. �qe 6"�.F "E cuRB /fEiGaT I� Z3°5d' " 590.00' ' 53' - flpRlES TO ALG ST,eEETs cXc,EOT CANYu°/EST97Es O.F. scEN/c,P/R$L O.P. ' TO- 23°50'//� 42QlaT /99 97' REVISIONS: All DATE APPROVED BY: 40 0' 40' 80' 120 23°50'//" 37` 97.09 G' rl © L�- 7/° 47'35° 25•o0 9/•33' 16.09' pfL.-L./ 6-/4-89 2, ,Qr1bJ CITY OF LAKE ELSINORE ® M IZ° !7' OS" 25000' S;.60' 2I°.90' FE✓/5E0 STR.PLAN PPOF/LE 5-z-90 1/• NS THIELMANN R.GE.25742 rJ R,V.PLAN PROF/GE CURVE DATA.REMOVED CUMS7 DATE: �!D B GRAPHIC SCALE ® O- B9°45'59" 25.00 39.17' 24.10' _ COURTONIASSOCIATES 1H`R STREET IMPROVEMENT PLANS ,,,,a NOTE 5 ADDED /NT. 6f'CANYON V/EW 02 oN PROF/LE A� .AAi470Pfl:A,f COh'O1IIONS SCALE: BENCH MARK: CANYON VIEW D R. ® O 7°39 05" 250 C0' 3339' 16.7Z' SUIT QUAIL STREET 2/'0T 59" 2/G.72' 79.94•' 40�93' - SUITE 145 ®REV.CUR✓E E"DATA,ADDED /NT.ON P.POF/LE ryP/CAL p-�. p�'OFj(tjQPNfM ANO/OIf CITY AM/SIATf CAW$dNO rWVE BEEN f01iltl1 ACCfPTAdLe. 1"=40'H. OF Z�J SHEETS NEWPORT BEACH,CA 92660 SEC.THROUGH PeIV,5VA Y APPROACH. REV TG EL.�V. N2Y Sf fI(� 94TE �9 1°= 8' V. FILE NO. ® 0 1° Z9' 44" 070,00' 7.05' 3.52' 714 752-5719 ?Rome-6 PECOLATE as- //-Z-9p RON1LDf.RIIRYM�I(.CITY 4NSIatrAN.C.E.41289 �� SEE SHEET 1 TRACT 20705 R 67°00'00" Z5.00 29.Z3' 10.55' DATE W.O. FOR: F.B. Tr2 8 2 . 1?5 'roc"crty r.PA+aririOA/ / 34;95'a� 50'O.c. / Oc � P or ,>�z4✓c �=f393 5o'✓c 5a uc. MR �' ✓G - 4.. - .. 50,V.C. zoo e o.c. oc. Q f2OO,,Ri= ZOoy. PI.344L PI 51.3G - -. 76•45' oc in dQ o o TOP OF NILY R rLVV 6 z43/ za 'za3/zaW'aav/' © IN 6"o R R a.3o OG O,C. O.G 0.G oL. pj m m bi. 25 TOP OF E'LY �V 'W �o. m�. *° 8 CURB ro h2roal5ai nnc t N-0 W m 6 von+m�PO�mR.0/('.ma0T'U�pFc�o"I oo�r >9 �•/ooY`nr >9 20°/o N P Vt a t` _SoV= �HWNao*me4'�..�N.��� :. wmUa a� bw�mti o�miI ,RNp�0.h m 1 NVv^y ouNm1' hWi vmN m=>/C:28U RaB 14 � m Op akA 'n1460- N - 14 60 QI to 1440- m 5 Pi= 3a,37 _o. +a` /So'KC..PZ-56.97 5,+0,50% 4-0.58% N e o N v 3.20 - Sa'vc. 5;r0QB/7, a 7% %m so 'VC. O gO.50' V 5--0.50 �h FINISHED SURFACE , ? 1h a 4 e v m m e o 0 om N �° AT s� o a 5 Q �, i u w �: $ pm tn._rA o . _m>`- - _. . -,, t mWy` oau;v $ c �. h w m o 2 !.. a n Ino N o- pp of f-ze0 p 0.v. 1n N V y `1, i,� ? V O N i h N l \ w O p pp 1t1 N V N .�a�j OMN� .v 1460- 8 h H o ��/op N hw o �n o �� 1460 m ox n n r N a fi vih Mh N N rn N'n auk C o 4 $ 15 t`p�N 7 _ .`A I N o N, H N.N >n N i-Z`. 4 N h N- o V• 'I, O S 'VNInN 1440- \'I f \ mk tiN- Nm N� N �h N ry " _ EXISTING GROUND -1460 a _ _-�_ Px1�o qPa AT Q 1440 TOP OF SLY o _ -z�oq ��q v* �5°+QoG 5.+ a8% 11 vh , 6CURB G/4 4/4 p/44/4'14"14S/4 �m o o +r�5 •`l a `� m Oo.2,/50✓C N h 7 rF N h N .ti m�.. N y t� n 0 Nor o b Lu a C4 N N 56.85 49./9' OC 1 40.79 OC 4 .9/o OC /50.70'OC 19 20 21 22 23 24 25 26 m 27 28 29 30 j 21 ai ? 25+70.80- E K/A706RLY--wAT -f LAA/YOA1 VIEW W. 6.C- � � w 2Gi/6.28 �G STgVEY CCEEK OC. 1 -K N 15 /G c ° ° 4 y� 0 04 25 2 A a N 2� y �u � �W 4 �7oy NO aW�N N m WU �� W1= 1.... /2 u' N Z 9 D N .50'a. a q yti�fo"0P 18 51.71�,�cF 0 9 N �kyy 5 20 .L „tt/.,`•, .'...... A7 CURB I b�0�. ..�5 l7 2 I W 2 -Z7 ry (�W h ,.,.._-:.. .,.-: ,. 21\� ry4 hR0 yA•,pF Z ate . Al Z ~� _'-., b K�.I�F. 1 s 0.e4�y � 5 = L N C b E 3.1 t ? 5 } zz 5 24 8 H ¢G ¢5 ¢¢ - 3 �SL.QN PROZ 23 56 b 6F yb0� 2 ¢2 9 1 F h ¢� ¢a 91 EG 3 ���yB `. SEE SHEE 1 65• 9 K �R Q bG ��� 25 W Y CREEK m s 3a R �GN N STONE ud s� w CURVE DATA ,G MRPC° ,60�8'cy sEA� CONSTRUCTION NOTES /7 k F 3, R L T 64 U. BOSPI7RLITY ANE, SUITE I R y5409 5q MPS O/�� 6CCUR0�GUTTCR q TO.NO..200 Z / 37 9 /� 5RN IEENREOlk10. CA 92401 df'd) t;F- 6"'CURD(h11TH/N CUR♦3 RETURN) 6-C.0 �^J - 31°04'0'7" 505.00' 273.85' /40.38 C909] aL09S)3 G Ov 7.5'i✓/DE S/DEhVALK ` e 31°°04'09" 485.00, Z63.00' 134.62: l�2- CROSS GUTTER 3TC.210 �C 8 31 04'09" 4(05.00' 252•/5' /2y.2(o' THE IRMLIEMENTS SFIAMI ON TI012 P]#S /�A ACCESS RAMP STD 'f03 o- 26'50'47" 450.00' 210.86' 107.40' LAME BEEN CbISTV.LKTEO IN 51ASTRTLTIRL /L STREET L/6HT STD A000 Q71ry Y' C� 40'02" 470.00 2$1.56' 128.87' CONFam E Tb 'Mst PLRM5. STREET NAME S/6/V STD 81r- 6A q 3 F 30°40'02" 490.00' 262.2(0' /S4.35' A8 -F7'OP S1GM PER O6rA14 8HT/2 ti m Z /7°Z5'QO" 155.10, 47•l9 z3 7,6 S oz a¢ - 8"eveo'p 'Fam'z sro.20/ 35 5-3.73 o- /0/° 17'57" 5500' 97.ZV (v7.08' T7. lY PRZYE2, RCE 29510 DIFT �-• 6"TO B"eaes F$0775C rCAa/S/r/ON ©� Am°31, fell 55.m' 77.30' 46.58' - U go"31, 18" 55.06' 49.19' 29.(n4•' LEGEND 2/ Cu?B DUTCEr sro 303. 0c 19.04' It.5,v s !J 1 I/P 28'44" 25.00' 40.74' 26.57' FLOW L/A/E V. l Fa 3¢ s� (05o 20'07, 25.00' 45.9(O' 32.78' 51.55�� to o- iis.m a 9/- z:or CANYON VIEW DR. �N 6 CURB HEIGHT KIMBERLY CRT. /G3s41° 41' 14" /55.001 112,78' 59.01' 29° 39,31° 105.00' 54.35- Z1.86 I REVISIONS: APP'D DATE APPROVED BY: /�,,/, 40' o' 40' 80' 120 29° 39'30" lfa7.93' 86.93' 4a.a(o' p�-o_s RWAWD 6-If-69 �,y,J�"" "" CITY OF LAKE ELSINORE O-209° 39'30" 42,00' /53.G9' 8275' 9640CA7ED SM 1/5//r 5-25-90 tAif. 1M REGISTERED CIVIL ENGINEER NO.� REV.CURVE K C'P M7A. (/-Z-%O DATE: (07 Be EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS 6 COURCIATES 1400 QUAIL STREET SRN Mprfi )WaEo RN aWjf.,Y11H 1 E ApI�PTE CA'OTflaS OF 25 SHEETS SCALE: BENCH MARK: - SUIT OUAIL STREET CANYON VIEW DR. d KIMBERLY CRT. SUITE 145 ff( 09BVTAIU/QICTIYMOSGiEGIQ:WNIVF�]VAUCAl1�TAHE. 1;=40' H. 714 752T-5719H,CA 92660 �( � �- 1� - 8 V. TRACT 20 r05 FILE No. 411E SEE SHEET 1 /ARIl9f.A7IA7AB MY8BTAE91fl.C.f.412i9 DATE W.O. FOR. F.B. II s'c J'6'tc nea.us. L — /DO'✓e. F3- 112:48 /Do'V- F //4 81 V IS IS mo',v,. I-r--17ac TOP/° OF N1LY v o ti o �r A'•-A70 - 6 CURB � � 4 - ci 6N � y� �N TOPOFNLY m $I CURB —1420 \ m e pp ppti ° p a /Z=12'0.7/ I. /.ems °~' �4 Q 0 O C9 P y^,o �. N 4a N^ w S � O r S• n 4 �� � . /00'✓-C.-PZa //5.32 o • \ Na gam. o� uH Oxa ti `�° H H�� Ma 1410— v W y� > 1400 yp \D- © e G h � � �R �a �'a �D• y� +I.00 /. \� � °g �.5,50`� /9lJ CyC. :f'11= //20 o.� /OD,'l!C ZZ= 9748 V V ti, .TO' .PI=94r61\ \ m �y 4 VH'� Nof Mn —1420 0 a \u FINISHED R / h 1 e p� ho D\ N SURFACE \pl o o \6 SAT D 9i�Na1N VQ'% - ..N . ^ y� 1400 — o� oc�oNoo"oo" 1* o oha � �o�� \ mN a� �° 1410— _ o -1420 b EXISTING GROUND AT CL W 1400 1410— so•r. v� � m a i � : a ao I p oMod°,' t� �.?,�. o a TOP OF S LY ^m - 6'CURB \� \v $�9 pS �a �R C � \ 0� N 1 Y\ \ P\ c ` a� 1 N N P „� ° + 11 � �P ' PZa/15.2D N� \ N2.4B 100'VC. -/40 G. TZ- 97 G :^D /00 UC P 10 12 /G13 14 15 Q o 16 17 18 19 20 21 L k n aV V M + to b CANYON ESTATES DR. m u o 1 SEE SHEET 2 6� G2 G3 b W�ro /c sc W I II � SIB 60 P m 9 9 I I I 0 59 G7 69 7� 72 �W� SB e „�5 \� 6 M 7/ a h HAW 2 • /�, II ZZ' 225 IF=-Y � ..•:.. :., _ /3 /4 qb•�.L� � , i G8 C I h'�p. •.. ' r4F R 4 O ^•' .• 9 y'�f /s fir— �", k.C� � if.. 6C� Y a I 14 « I I 9 D 3 82 N 2/ p r G4.9G-�AE STONEY G,26EK O.Q.oD .:.:.... ...::..,. \\ 9 \ R 79 78 7s 7¢ 73, 77 7G (T •F N �� ' ¢O' �� 1U Mw a \ z SEE SHEET 9 o STONEY CREEK DR. /ofoo.00 .. �sA4ECBesTae. "s.c. 12,ea.29 0 CANYON G°s'TA'TE-r 02. CONSTRUCTION NOTES MRFL.O TY CURVE DATA SPN BE4NRQ04 D, [R�924065UITE 1-F - __ kC.PAVEMENT pVE.P AGE BASE R L T � 8"CUTE j 9UTT<R 9T0. No.e'rb 9W1 99D-9Ri — — /��:./ s" CURB/ earmA' 9T0, lvo,owl _..._ 4P0.00 773G 907G Ste- m^-B" as Pe f EOTTER TRA.v9lrizw THE IM➢CDU MM3' SNEt DN 1NFSF➢TM M%TSEEM CDUSTQU CTED IU SU6STRUTIPL CflNFDfMPNCE ,A TRESE F�eNs. LEGEND I 5?D.DO' ell- go 43.4G Iry .PTREET L16Afr S'TO./OOD '4G'30' 4G5 OD' 3/4.69' /���lll •4a'3o" 46P5.OD' 328 22' /7D.Af' FL063/LlA/E ELEV. 38.46'Oa' $OS.OD' 401.7S' /77.7Z' S AG E C R E S T D R . D. Y ATE mut, ECE 295,D 1 20" — ^o- 23'3/'?0" //GD.DO 47G.23' Z¢/.52' cuRB HE/C➢HT ?O" //BO.OD' 484.44' 245.68' T If /7 2/" 9610 OD' 94 27' 47.9B' REVISIONS: APP'D DATE APPROVED BY: O 40 0' 40' BO' 120 o-- /9'17'?/" 3oD•Dv' /0/.00' so.94�' [oruveADfusrco 6_/µ-e1 CITY OF LAKE ELSINORE La- N/'/T 2/" 32D.V' /07 70' 54:37' RE,/ISED E.C.R.STA. 4'ev/NT CANYON ESTATES. S-ZS-90 Q. ECISTERED CIVIL ENGINEER NO, 7 DATE; 6/", B EXP.DATE 12/31/89 COURTON&ASSOCIATES GRAPHIC SCALE STREET IMPROVEMENT PLANS 1400 QUAIL STREET 7& RAAS HAVE ffiBIk17w Fw CBIlUMI uNIlEAFflN MIECNVM S SCALE: BENCH MARK: SAG E CR EST D R. OF 25 SHEETS SUITE 145 iF&M WAAV1a?CMAAVSIATFUAAMHIVEA'FA'FBfDACI'TaE. 1"=40'M. — T BEACH.CA 92660 8—AIIF '2.IQ� 1°• V.714 75 SEE SHEET 1 TRACT 20705 FILE NO. T14 T52-5TI9 RAWISF.GM ClUBAi"R.C.E.4109 DATE W.O. FOR: F.B. -/ 45.30'OG m /Q0'✓G Pl=e4.29 - P/=Bb.42. of 92/7 n o n +0.51'!. I ,�9R. ti Qf.b /4 /4 A, I .-.. i _ - v.rz tn-ooy_N.� Q m �e ^*0� TOP OF W'LY o Q t N K TOP OF N LY t t N n n R h pp 8 C RB``ggqqqqryry,,, a °o vm o a . 6 CURB a v o o � � oh w� � tiveo� �y, o n �! .r1 ' N 0 0 0 8° o ay Na �°� �+ Cm ^� o -1410 W o, O N y, V1 _$ IR Y-IfII S In t� �` >15oy OD'✓G Al.93.5f0 - - 1390- AC *234/ w a, k .o.soi I m g o m a 1400 $ a OA - U /00'(/G..P/=84:26 m _ _FINISHED SURFACE 0 ^� � 2 AT -a -n o ^ZI moo' mrn ma > oy $ 0 4 4 g O o q S to o °� � � �m o n �^�Ona � �ro $moo A � -1410 S z lz s a� a 4i ,. o m 1390- On�a� Na �R y � , ^� , ° az.00'l �o O.Bp O� 'ZZ:qr,go 14 00- EXISTING GROUND \` ' 25 P„�„cFG LeaysrTioN / AT s9/ --- -1410 - I /S9F 9.P7 3203 25' 25' 13 g0_ _ _._- - _.: 4- TOP OF E LY zo v b R 0 5o v w' Q 25' a 140 _�4,yD°D 6 CURB 8 °PC�RB LY w m o g v' a o y `� g aN m �'�" � ° °wP 1> Q 8 t O ^ Gl 1n U / O 0 'N. M 1 ♦` w m 7 �N Ow O `�`� .otti✓ �°. H g N $A o n � � $ � H� tip yyN• $ ^ � � ��� m� �c va `0` `� W v ti 4 � � � n� g m 8" N`nr004 SO'✓G 50Y✓G i0 _ -. "OR, ao'✓c -- - - ,vr_•Pl-B6.42 { 4319 P!-9 .5qq 40.9/' /%of, -__12 13 14 15 16 17 18 1 ---Rr-+26T, DG k= i7]: --__ --QSr 1'4 20 21 T N o 07 0� a 90 Mq w7 FF C/� �l �\ Z ,ram �•.,:� v M�' ,...:.. ,.....,, �x ^.� � a ,y, 20 DO �, S•r 6CR 14D 3' ` •', l� �. 9 flog SEE SHEET 2 "° X02 CANYON ESTATES DR. " ��\ 97 m -_ ��� ��� igt8P.44 -Ec a ` \ . 99 A K .; s.c 10+00.00 57'01VEy CRE6H DRIVE G 4 E MRPCD ,. ir4 IN. A05PITALITY UMF� SUITE I-A 15^9/.86 CaNYON ESTATES DRr✓E ¢ y •T SAU 8F0.NAR.DIUO, CA 9240A / l9CA 1�96P E,C, t 890.9i33 /p$ 17 D lO(o NTR US �TN � THE IMP0.0VEMEUTS SAOWU OU 1NESE PLA P� gA LF S.L. AAUE AEEN CONSTRUCTED IN SUBSTF _ y 107 - 2�SOLB��G COUP00.M CE TO TAESF PLANS. I geed l08 L 6 ciPB e� CONSTRUCTION NOTES h ��9 �' WI Al �QS29p�qAV• 2/ LYNN PA9XE0.. QCE 29510 oZ DATE 5 Oa SO- A.C. PAY479ENT ovER A66. BASE CURVE DATA 6' CURB FGUTTER 37D./vO200 v a a R L T & S' CURB r GUTTER 37D. A/0 201 V 4 6 G"TOd"CURB s GUTTER TRANSITION /G /:_� m m LEGEND �- -140 35, /5" 256.06' 24E.95 18L58 o- Y:S' rT 3/T _S-r K, /;4/ • .�. _ q °gy p for- 64° 3B' l5" 23540' 265.11 /48,67 /6 s7REE7 LIGHT STD. 7000 _R W 1 ti� 49° 11, 27" 215.00' 185.09 9230 /8 -fro" ,6/GA/ PER D6TA/L S!!797¢` FLOW LINE GLEN o- ZI° 38' 48" lO1A.00' 385.37 /95.00 2/ CUCd DUTGET sTO.,w.3o3. `�� @ LNE9 6"GF - 6 2/0 36, 46" 1000.00 377,81 /91.18 STONEY CREEK DRIVE - CURB //c/u"r F 21° , , 48" TWAX' 370.25 167.3(0 Go-- 74° 08' 55" 95.00' 45.30 Zb.4S REVISIONS: APP'D DAT1= APPROVED BY: NO- 74° 08' 56 55.co 71.18 41.5(D p curs Mr rEV/5ED 4C°TL/dEAVV. 6-/ad9. ao' o' ao so ,2o CITY OF LAKE ELSINORE 10° 23' 19" 105.00 19.04 9.54 / REGISTERED J 94° 66' 33" 55.00' 9/./2 59.64 // REGISTERED CIVIL ENGINEER E 12 7 Z p DATE: l°70 B8 EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS y K 10° 23" 19" 105.00' 19.04 9.54 COURTON&ASSOCIATES 1400 QUAIL STREET 'PIAI61GE�iIEI'�fDfA1QIFC7AMFY11111fEAPF4 '1IU1fL�Q7110'6 SCALE: BENCH MARK: OF 25SHEETS SUITE 145 fWWA"cm•,uusrAlELAKAMMPENOFurmAMWAaE. 1. 401 H. STONEY CREEK DRIVE - T BEACH,CA 92660 - 1 • 8 V. 714 752-5719 SEE SHEET t TRACT 20705 FILE NO. 714 75 MWfQ F.gACilER CITY 916➢®1 B.C.E.41269 DATE I W.O. FOR: F.B. TZ 8 Z . 178 IN f R=ts6o'/• 419, ._--,41e3 `i=C."-fit:_ __-__---.--- 0 99z' — ry arm a.=z TO a i -T--. ry Am �v 39 y2� moo`u : 1=r26. Z --- -�'V.c -_ .. ,P,-=rlf-Oe% 1 �-y-j _.--- } �0''n _ :�k-.�. - Pf=Y4..76 - - - 2500" 092' Z'f.DB'7658 -P11 k +_Z00% W.. -C ti -- : 6 ,Cz -: - - ,-. ry qM R . -- - r 1 w- ; a --0 E - 3.2! I - -- 44250/i J43 .04 °/¢ ✓a °/4 °/4N �atW +m� o� � v v� N _ v 3o v TOP,OF Y v ^ A pc� �L, a.pe vop m� N � � h Nti -0� - - - - --- -- - 2 6 .\ „ o mil+ `N o v4N 0� 40. w �h v -0 - W , oo vC�PI-dZ.39; - 6 CUR _z- N N I �o, v v 4 a a _ - e y.`g o -- --i +4' pl' m N re b m �O ,N� - -14.�T ID tr lj R,�_-3�R1'/, _-A� Nn m� pN@ - .-P�bDt _ 'i _.--� , - .-_ - _. _. _ _. ___ -09•�� Ojv'4� Q �7 J��o. pN - - _ � -- -1400 -- - -- - _ oe�. 41@ m _� + el° - v ti Q - ahj �m_�*Q ` _ �_. 1420- W 1440- P w h - -- - + o - -- YR �� Gov 45?7.88. o :_ N - - _ _ FINISHED - 1---: - -pQ 01` anti -.. :_r.;?s-4. 0.a *'„ N N. .N N^ _-.Nti N. N -..t8.c"✓/. - - 1 - - -_- --- -_ Ap"- 7 p - SURFACE w FLNISHED �ti io 8 e N N" —}45fl' AT -. SURFACE 't�ry 2 p0 — - -- �` Ta*m °LA \ o -1400 1440 TOP_OF S'LY EXISTING GROUND 6D CURB T - � EXISTING GROUND -1450' AT P - -_ 6°� B -1400 - T F S Y ^ N p _. 9...^0 p�_-M 0, y t : _ - Poh7Yoti1 of/eYl KG. I 4� � ^_: g•. H r r - oa � `0 V1 4�* fe•b`� �' °� �y' 7 NI •Nye N � o��� fi --- - - - L >` N 8 _ TOP OF S�LYNN ' � � � Noano n ia.H �_ �a Oh a°on. 'a FOR. ZM'VG F.Z.=I98.o7 --._ -- -- - _:__ :-_1 - - n - .. - - - ---_ °'°.- .:�t*'•nN m --- - - 6 CURB -- I�: 21 ��. � 22 ---- - --23 24 _ 25 26----_— — 27 7 8 ---- 9 10 72 G MPPCD IGA W. 405PITRLM LAME 5UITE 1-A J 4 p O b SAN BERNRCDIUD, (A 9Z4D9 F Ftio .R �l�G>VV y'U TIE IMP¢DUEMENTS 5IIblMK M)THE PLRMS Aws BEEM (11NSTEBLTED IM SIKSTAMTIAL 0.T / , ,✓/.. !J�sTC srGrf �o��v „ U +M � U CDMFO¢MAMCs T ESs PLflMS. t "1'O 13 q a E4 i /4 Bz' S a b v 2- m 1 O V l6 2/*rSOa.-�fL 'l q /i 18 XN�°y0 ,...\ \of /7 tp� TAT 3] ' r3f6o L' N �16 6f9G.05^^�SAGEGREST Dk / �/?75 e CANYON �' tl ^ \ 4 INT. v/FeAN/<I/)y STREET 6cv 6 +1 SEE EET 2 !i� yW ti SN m'tt' �Q H M 41 � .EAT EP �LEf1N Gu •/d53.Fl @ 57 f2'R. U W \ry N 2� N,\N U EXrST R9l�EFNT. y So ELR>i &5 ' A.'Ei+fOIrE 9atGG EKrS7: ¢ sF� E5TAT $$ cBRB q 1 Vi r4.38u��FmnG) 9 StiEFT cR� � / -A -A STONEY CREEK DR. END G"ce� �.a'eves I � �%/ CONSTRUCTION NOTES wa 26-4 STAy--,l G,eEE.e 02 'jo ��,/ 25 f 70-BO- ,ei wgE22 y ceT. 1O- AC RA✓EMENT Oli6R AGG BASE E �• 5""CURB GUTTER sTQ /UO.2t:tXD vs'A.//DE S/OEWALK ACCESS RAMP STD.No. S'03 y� 6 LEGEND /8 STOP 91GN PER DETA/L,SRT 12 6 /8 0 2 CURVE DATA sQ �_ R L T p R L T 150 44 �- FLOW L/NE ELEY. A B9•/S'47" 25a�' 3E 95' 24•bd' ® °Z9'/B` 280.00 202.75' /06 ' 6"�F cuRB HE/y'Hr S A G E C R E S T D R. 6 IO' o>32 25.ci�' 44.13 3040 O 39°57sa" 3Za.00' Z23.2o /i6.3G' ve C /'w Si`53 S5.'V' /w 6G' 7✓50' --- pa- 94'05'/4" 55.GY1 &4.72' 1,%60' Q— BG' 05'/4" 35.LYJ' S/37' 3/.56' REVISIONS: APP'D DATE APPROVED BV: 40' 0' 40' BO' 120 23'/9' /05.L0' /9.04' 4.54' &fL EL.REV/56D �-14-I" , ��� CITY OF LAKE ELSINORE 99 B(o' SD.72' ADN'Y760 576e�'1 A57uWAO- iCRHrU•�'r f 4k/.IY p/ its I-u REGISTERED CIVIL ENGINEER N0.2S:7M p 0 37'/9' 25238' /O®.4-6' 5508' DATE: 6 f0.88 ExP.DnrE,izlairea STREET IMPROVEMENT PLANS •7 �- GRAPHIC SCALE COURTON 8,ASSOCIATES SCALE: BENCH MARK: j 24'37'/94 272.38' //7.05' S9.¢4' 1400 QUAIL STREET r�sE 1ws HIVE S&1 AEi?pED fM f 1&LIAAPf MI11 I1E APF9♦�BIAIE CAm11?AM1S 1"=40' H. STONEY CREEK D R. OF 2 5 SHEETS O 93'37'29 75.0d 36.f9' 2236' SUITE 14 BEACH,CA 92660 ff�{gpp�yy'(AIA/A7CRYAIBSTAIELII�$AIB81VEOOFM AllE. I". 8' V. q QI� 9e'36 25 Z5•0" 43.04' 79.02' 714 752-5719 r-r PIIE SEE SHEET 1 TRACT 20705 FILE No. L y9°9s' (/' $00,00' 260.33' /3`1.00 L„UUF.Al VW CDYBEPMR.C.E.41M DATE w.0. FOR: F.B. riz vs z III /00' vc ZZOfs. _ sfal' r3 z> /a,rB 47 8.90� 25 52.7 50'VC 56'vC / 0' VG v n 1to 10 3.13 PI=27.76 Pl= 46.78 :PI-6331 -...^ R, 0.5Z% 77-9 oll - V W e ye� o v 0 200I. o o 6 /00• ✓c Ij o N - •--__ 2 O Opo O N U `1 xl 2 N In mb. H 8 0 o a n� 1345-Ntt -1 W . Iq:00a Pla'45 83m __P1-238 Pl=27.8 l3 CID A \1 � -, - - —___. - - - _ -.__ --" 1345 - -1325- ile 7�;� 1325 p, �� Iu ti W o 0 0 „ - -. .. �..o.- Q --_ -_ ,. .--1.34 �~ . . a:c. Qom: \\.11,� .... — ;._ - -- - _ . _._ - -- - - - - - - - - .o� ..-� ---.... 86.65" z Z7 zs 23 5" y Nci am $N. �N�.. BN... o� /00'kC.P/= 57,.7H oc �7176 IISS.SI - - - - - - vc zz 50.'vC 100, VC - . PI_'22:70 Rf=27.78 N"� ~ Pl= 45.78 I C�. 6331 K, +4 z3'7 -_--- _ Rt`_-�_10. 10 �2' 12 13 14 15 16 - 21 8 z� i D 9.1R C'U EU v PAN H ��GgA91N gyp..��U 6/Z FL. l✓ y.3 cl 22' 5• d� 0.6 cr, y2, r I W m 2 m 1( why 6 I IOXaGo 62 J° y1 32,5�° ...• -.. ,.. / - SEE GRADING PLAN SHT.S klyp IN a. � I I ..,... .. y42„GF �J�1 93.00'BET. 56 CURB 2/ O/?LET ALONG CURB II III -�+-�— c /5 C 39024 a20 p III � I �' /o //8 !/9 ' 1l7 � � /ZO � WfF 11 SEE SHEET 4 W �Io n ESTATES DR. IN, m /� CANYON S y o MPPCO 164 W. LIOSPITRLITY LANE, 5217E I-P O} SAN SERNRIMMO, CA 91408 N R/oeEcT oR. CONSTRUCTION NOTES qw 8909333 /Of00.00 N7R7E5 OR o- A.C.PAVEMENT 0!/ER AGG. BASE 291 6b'� CRN1b �_ 6"CURB 1¢GUTTER STD. ND tbo TVRRVE I VUE EME SEEIA JMTSEULS NN ON TAESESE LAMS /�- 4 0' W/DE SIp6WA.LK /6 STREET LIGHT STD. 1000 (ONF09MR E TO TPESE FWNS. /g 570? 5/GN PER DE7A/L 597/Z Z! 'V,78 OUTL6T S70 OWG. No.303 D L PRIS. RCE 21S10 LEGEND //')_—FLOK/LINE ELEV �O - Ga/f8 HT CURVE_ DATA RIDGECREST DR. � L,NE 0 R L T _ REVISIONS: APP'D DATE APPROVED BY: 40' O' 40' BO' 120 7GB.00' 73•/7' 3G.GP' Ob -- 7-4G'P5" 750.00' /OL740' So'ea, �fL.ELEY ,�Eu '0-/v-B IL- ,-Q ,J`r a'ai� CITY OF LAKE ELSINORE a— B'39'40" 7$Z.00' 70.8.�B' Sy,79' REGISTERED CIVIL ENGINEER NO.Z574P 10 0 c1o•33'JI" 704.50' 4B.g3' t766' DATE: 7,1 8 EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS lvWvwCOURTON 8 ASSOCIATES /► B 2o9'P9'30" 9Z.so' 1?TS!' 160.54' 1400 QUAIL STREET 1f45f RAhS'HIVE BfA'!L^/IEMID Fq7 CQIWC1AMff Mull llff APPIWIA1F Cil�IrlAl6' SCALE: BENCH MARK: R I D V E C R E S T DR. OF 25 SHEETS A'?'OS" /B7.73' 94.59' ¢B.32' SUITE 145 (FIfJQ�Q'1 AAV14?CIIY,WSTAlE Gk£,AtCMff8H rWAC0TW. 1"=40'H. — NEWPORT BEACH,CA 92660 Fq�L 1'�= 6' V. 714 752-5719 PAN Z4-gdl SEE SHEET 1 TRACT 20705 FILE NO. WW E.ICIA711®(CY EN DM R.C.E.41M DATE W.O. FOR: F B. TIE 8 T- 180 OF - /00'�c Pr_ /3077 /4s z7 f .. T6�C U R 8 LY pl.161-41 oti m � i w V. h ' U t- o,p .oo � * m `� r 6,90�° � p o 4 �" N w � ,� o o"` o t•. v �{ � } t 1 o mn kIp&I a o ^ ro r �° o f v Ion v n H + 9 * s *�v o Q. o K o 0 11 r m o o+ � + w *d sd sa �? ^v -1350' � � O.SD% i h EXISTING GROUN _. 434 /OO'VG Pl=/45.32 - .-- AT - -- - ,-_ -- _ ._ ,iop� m QD,I /oo'vc P1=/�D.az 1340-1 rS.GT� e:= s�6'/, F.'INISHED $URRAC� w AT -. ` 1320- w t 1 w N N m /� o � a �a ,. C r � a / o o n _ - 1'm: - -- 0°I° I 2 0 0 3- �9 - o. p f 6,0 `?h p 4 �n �...0 a-� �O 121 a ^ o Lri v r s y-v. ,� m\ .- '" C� . o N o .F 4i i- 1• +P o r o- . x v -m ` -1350 2 Q. W : h M `N p N /� 2 O w '^ O yM N Oo % - y �In / N � �,n 1345-0 mzz j 1310- Soot oa a4-o �� / - - -- - - -- - `\ v 1325' { / �m fi5 b�°lo / -C 4II. / - �-- -- 444 _ - -1350 - xip.6 t3E3= - - 15. m TOP OF'S'LY o v fzsQr. o°°' a 1340� - - 9 xj1.0 0 0 0 0 4. o 0 o w y m 6R CUR o o I a _o. - -:_. -_ m a. o o• 2-.- y\� o - _a �! - -. o-o•o- :.. -. Q 2 ? 1320-.. m. n°6 Q.`�.' H H n or•F H `� h 00 N /Dd' v� Pl=/30.77 0 /00'VC P/- /45.21 - 66-VC zl - - 1_- - -.- - - - -. - --'- - ---- 10 "1 S'r 11 12 13 14 15 16 17 18 19 0 v 137 /36 �3 M 1 ' l9 /5 N IqF M6 /� 7 q,fSY' IqN H vo Gi"CF /lt(o2.21 1O,08.17 BC /1d34.27 FZ / /Z9 .1•/ IMRAOBOSEITALITV LAME. 51117E 1-A CA -11"t k k x � /� ka\' C9 A91 810-9833 �!\\ G CONSTRUCTION NOTES \ e �a 'NE IMn5VENENT3_SkDwM M THESE FLnus t�S; • 1 NEEFDBEM COMTO THE IM SE oLASTNUT1kL \ /o- AC PgPEh�NT OVER qq4.6'g5E /¢. '� G"C0R8 4�07rM 57. A/0. ZOO -.o'!V/DE ®- 67-4S57' L/GHT STD./Uo./000 �/�� N FRE , RCE MS70 D� /0 t Q7.d0 MDDLERIDG6 DR• ` r� y 33t 34.75-Cz 09NV'ON E5TR7E5 DR. `.`Ol_ l8 57oP 5/GN -EA OETA/L 5NT /P CURVE DATA a R L T q \,x\ LEGEND /\ 140 53' OZ" 3(08.00' 9((P.76 20° 36, 34" 350.00, 126.10 G3.74 A1+ �FLDH/L/NE 91 lY 140 Ob' 41" 332.00' eo. 40.54 S A D D L E R I D G E D R. IV- ¢/¢e 6"GF 4,3° 49' 06" (c(8.06' 471.37 247.82 Ij ,y „F;'-r� ZNE A- CU/t'8 HEJC�NT 43° 42' do" (000.co' 467.64 240.60 F 26' 01 LW 582.00' 338,91 233.38 REVISIONS: APP'D DATE APPROVED BY: 40' 0' 40' g0• 120 G 20° 01' (I" 9G8.Lb' 338.23 /70.86 k zo° of fl" 1150.00' MI.74 1(07.(08 Q RL.SLG R�� 6-/ _ter , L sa�%l , , CITY OF LAKE ELSINORE 20° 0/' //" 932.00' 325.65 /G4.50 REGISTERED CIVIL ENGINEER NO.25742 IRRW COURTON&A SOCIATES DATE: 01M196 EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS ,.� ' 1400 OUAILS STREET IIEiE PlA16 H1YE d®1'IEVI6FFD fD7 dlRIAM,E MIIN HE AH9PHIAlFCUYIIlIp6 SCALE: BENCH MARK: SADDLERIDGE D.R. OF 25 SHEETS SUITE 145 ffR'YF10'IEIYl AIO/Qi CITY AIO STAff Uf6 AIO HIVE 9ff1 RNI A6OTW. 1"=40' H. - 7 4W 7522-5719 BEACH,CA 92660 I(�F� DATE I`�� 8, V. SEE SHEET 1 RONAGO / K/RCNNEK RCE S/f B9 TRACT 20705 FILE NO. / DATE 1-0. FOR: F.B. TtL 8 12.181 Pot. $O'✓-C PZ 4 1.77 CONSTRUCTION OF ANCHOR FOR TRENCH W/SLOPING SIDE WALLS i 1L4 W. 40541TRLIly IAN SUITE I'D 54% BE4NR4D1UD. IR 9240L SURFACE OVER PIPE TOP OF WILY ! VIM) N10.9333 S e' TRENCH WIDTH e" 4i 6 CURB- pp p� O. - -__ i lN[ IMPAOVEfu1E%15 HES SMWN DU TE PLANS NAVE BEEN CDN5TLWED M 5119STAAITIAL :A/.� N o A' •" CDNFDLNAKE TD THE�PLANS. hv, .'I A IJ 3'CLR. 9 v pp a� A D. LY PR4KE2. RCF 2°I510 DRTf ' — cr I +.�$O f - - �� _ - -_ -13.�.0.-..I . I° ., \I .. /� I� }350- 3°CLR — Pz 4v;82, rcj � ••-1 y v FINISHED 3 I s'cLR. - . OPTIONAL -� S-URFACE - - - 'P6 W.. C� t _ �-I 12"F-- OPTIONAL CONSTRUCTION ~48AR5(TYP.) a JOINT. 0 p AT e�tn Ir?v.nv-. � . --. - -. _- -. -- - SURFACE OVER PIPE 1 _ r!7-7-- EXISTING GROUND_ 7' _ _ Y ( L - -_ _ NCNORS - -- -I - r -- ra gy'b Notes: 13JV`G^ anchors shall be constructed vertical Interval r +0.50� #C-50� __ �. � q , _ _�3F1� 1. Pipe at 7' on all slopes -. - ,qro of 5:1 or steeper. 2. A11 reinforcing steel shall be 04 bars. t 3. Concrete shall be class 500-C-2500 concrete. W o TOP OF S'LY o �, �ti mo oro 611 CURE oN o :°Al5 mr� _�^ �N: a p p a N� Ny a ��} th CONCRETE PIPE SLOPE ANCHOR DETAILS � tii } a�oz Sao'✓c� ^ � �r'�/'.���� _ 20 21 22 23 24 NOTE:U5E00KNI.5 WITH STAde ' CONSTRUCT/ON• USE Z" /T W/G<< WHi TE LavE. MIN,OEP TH WEAKENED -NICE CONSTRUCfolVa /6 `STOP f/6N-RI / uc bt 2E'gDEEP c\ V. P 3� Z°DEEP PL gNoR d�3 \ i s fYEAKENEO Abl SAW CUT 9 �\ C ` C 4,� y� l SAW GUTR M : vp /28 /.Z7 e /ZG /2S /24� N /0 DENTA rIs. B n F. Pi4Fo y�4 �E 4 W /23 Z A 2 MA?LING F S/6N fi P�� F y1,6 J w ....::. .. :.:..... ...... .. -. -.,.. '4/ /2� STRA/4WT 4R AO 4RA0 A, L P E STRA14A7 NOTE: {� ER :� N87°/g'sBE / PLAN 5 'F PLAN S0' B / G/ Nao 8 �/ a2 m a4.2 _i DETAIL "A" n,Ar. C91R/ABLE ePx. = a cF h 6 cf A ` �aA✓Ec/ear Ae�xvJ „�/� C)W .. . M R� b "G•' // 4'—+-4buux. 4' 4Mu ��/g2/P LLI N-TS. Q(n [ Ste// ccc2R � 6' '� �� 24r00.•9.3^'> Sf100LE?/R�iE O,f /Sfu //rt0 `t ?'G6i f� a .J.,°. 4.: r :4.� Z C N \ /4.24.79- >e S46/ic el~ PC. e.., s es° a YbPd.< - 'af NOTES (BARRICADE DETAIL) JBAseAI RiA L.WNENREt7u/RED \ Delineators / to C �I 1. Delineators to be single unit 3"dia. (See Note) ma 0. ass b red Stimsonite In aluminum mounts, or 5" -8 TYP -��\ +• A'/y/ SECTION A-A /�\per/ // square red sco[chI ite on aluminum sheet; or W61R plates; h 1RA as directed by the Engineer. ; MODIFIED CROSS GUTTER DETAILS `; , : r •�- N.T.S. -NORMA. 2. At very hazardous locations a code W-21-R 9-light l " GUTTE/ RMAL ¢ It shall be furnished and mounted on center- �/ G//TER W/OFW I�-�-.-1 VAR/ABLE B W/OTH line post above the rail member. ) " I �L9/,p'. 3. Rail timber to be No. I D.F. 545 and to receive / 3 �. • °` \ Ill two od(2) coats outside white paint - Posts red- / 2„ % Bn c 6 M/N °I_ _I�NORMAL N f 4tlTTER 6 MIN. /8 FPy redwood BASE A7ATER/AL W/O TH BASE MATERIAL SEE SHEET 14 4. Set post 2' min. in ground. �CDD W,EA/REQUIRED SADDLERIDGE DR. SCENIC RIDGE DR. WHENREGILI/RED I G�0 ,o yti CONSTRUCTION NOTES ��0��� post'S4S redwood SECTION B-B SECTION C-C la AF.PAVEMENT 0119R AGG. BASE ;c`'Q 3 TYP, 2O- 6"CURB 4! (i077,57R 57D. Ala. 000 eo / Io Ito W/PE •S/LEwwA' LEGEND � /� 6 STREET LgNT STD. No./OoO BARRICADE DETAIL V CURVE DATA IB STOP SIGN PER DETAIL TN/f S//T % FLOW LINE El y, 4c.98 � R L T �nve 6"c.F CURB HEIGHT Oq 25" /218.07' ye'?.ore' /611.Gro' 21' REVISIONS: APPROVED BY: 40' 0' 40' BO' 120 a— /5°Zf,Zs" a8t.Q9` 3i9.sG' /60.76 (�,,.,n�l�'ue �1{(9P'U CITY OF LAKE ELSINORE REGISTERED CIVIL ENGINEER NO.257/FZ COURTON&ASSOCIATES DATE: 7 �� EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS 12 17�SF afus HIPS RffR R<vlam F717 01RIAM'F YIIH IM:APRiFR7A1E COM1717as SCALE: BENCH MARK: SADDLERIDGE DR. 1400 QUAIL STREET OF 25 SHEETS SUITE 145 ff rIT:Ug/IW CITY MB SWE IAf'$,W 44W 110 FlROAq�rAdE 1 40'H. - NEWPORT BEACH,CA 92660 ' zJJc� 1"• 8' V. SEE SHEET , TRACT 20706 FILE NO. 714 752-5719 MIS F.A7M7lB(CITY BERM R.C.E.410 ��-1-� Is DATE W.O. FOR: F.B. Poe-5a'v.6- PI /00'1141 PI= //5.DD /DO'V.C. /'Z-/AD.DO R;rscey� --f39-Ve -PZ- leg,76 .-I a TOP OF NILY 2 p ^ LCURBCURB - ^ p 4 o V of a o py vOQaony: M \oo'vc { p o p m N wg0'/> - -_ //5.05 /00' NVA laz.6S- h IS �p°� /dP"frc PI=/R 380 O 47 w 0+ FINISHED SURFACE -v - «29oX �.+/oDDy, , i ° ` , a p o h m o �M 'A s a 9 p•w. - - - - +�prtrt q� /SO' ✓C. -C. O Oa l� W V H j L_AT ' O p O yx N ,O N N m 14i h >u +p p aD p. m'VlO1P0% - . t0.50 - - - - I 1300 EXISTING GROUND - - AT . +330- -. - - - ti 1 13 0 v W w - - - o ma - t ' v TOP OF S LY z p o 1300 W.CURB - -_ d. H` to O N S cp Q N m h Vf q �.m o. 0 5 i R9Q.SV.C. d N N \ -. p. ry �, V`O N N.M w.y, '`N N•- - - _--_ y^! _.. , -_ -_:--- , _ ni /00't/C. PZ a /D.Gb PZ=l32D0 . - -- -- P -- - -- - - - - - - ;. - _ - IO 5 uc P.=/oLso 7D4 VC PI-//S.DO \ .. ./04'l�l.^. . PS. /23J5 10 11 12 13 6 14 15 16 17 18 19 20 �" /68 /67 IG9 M� /6G 110 /OrOD.OD� 2Bv000E,P U/STAOQ. l� 14j3��Lp Iti�IypF NGZ°D7S3E N 35*45.67 ¢G4.VYO.V ESTA7Es AR. 18 G + /8.s9' / y 6 /5 N V 111 Z c !7S /7G /�� /62 \ (a� aryl V�\N a v I N 7j8 /� / /4- 6.23 BG• /J r If 4. SEE SHEET 4 CANYON ESTATES DR. BOULDER VISTA DR. 3/.9f Ml1PC0 CONSTRUCTION NOTES Xi " z � � 2o*/z.¢s� aauLDEg v/srA Oe I64, W. NN5PITRUTI( LANE, SUITE 1-9 (^'F V1 II V11 / //*73.7/ E SGE/J/G E/OCjE OK SAN BERNAQDIAIO. CA Imt V AC. PAVEMEIUT OV-IR AQQ. SASE a H L9tl11 4A0 9333 O2 6" CURB *GU7-TER STD. No.2� 10 4.0' W/DE 5lDAs WA[.K l6 STREET "47HT 5T0. V TAE lbEEU MENTS 5AM4 NN TAChE ALfllJS N°. l000 NAVE DEED COf`1STRUCiED IN SUBSTPI�TIAL 8- STOp s/4N pER DETA/L SHT/2 110r Q.mA1SC TN TNE5E TLPNS. az /e SEE SHEET 14 D. LY PRRKE2. RCE �95,L SCENIC RIDGE DR. LEGEND CURVE_ DATA - z9 FLOW L/WE ELE✓ w/ ' � R L T cuRB 6 cC ClJR� !fE/4NT tlA/E O- 32°31' 20" 64 3.00 308.22 158.38 32° 31' ZO" 525.00 Z98.00 /53.13 t-D 32° 31' ID" 507.06 R87.78 147.66 REVISIONS: APPROVED BV: 40' 0' 40'° ����,� 8O 120 CITY OF LAKE ELSINORE 32 54'Zr" 660.00 375.31 /97.30 REGISTERED CIVIL ENGINEER NO.25.74T lo 13 32° 54' Zr" 650.00 373.31 /9/.9A3 DATE: GTe 68' EXP.DATE 12/31/89 GRAPHIC SCALE STREET IMPROVEMENT PLANS 32° 54'21" (032.00 3(°2.97 !8(°.(04 COURTON B ASSOCIATES 1400 QUAIL STREET '.,TIBi)Y19E6 HAVE B&N IL�I7EMID fIM C@PCIAACf M11}!iiff'APN.t'�fl1ATE CONITIISAB' SCALE: BENCH MARK: BOULDER VISTA D R. OF 25 SHEETS SUITE 145 IF AfD/09 CITY AAD STATE Uf$AAD W 00 TRBO ACUTASCE. 1-40' H. - NEWPORT BEACH,CA 92660 1"• 8' V. 714 752-5719 SATE SEE SHEET 1 TRACT 20705 FILE No, JUMLOT.A'TA71ET1 CIYtOMR.C.E.4iM DATE W.O. FOR' F.B. Z Dr __ '7:491"61` _.._ _ a .-....._ - - _. 41.11' OL _ _ 33.55'OG W _ /00 dL P/= 59.G5 - _. -_ I_ V _-I _ _ Oi_ 200,i2 VZ 'd2.BGRZ / ---_ - - .q4-.'�°/¢ ° 75D`UC -•-P,r 77.65,R a-Q.7°. K,c..4.70'l- D W -f : : R,_r .50Y ti c - All TOP OFWLY n S :�O t� m`V V e h. o n"4� - aq.q? a s o 6 CURB u �j U�N 4 u a Q o - w q, o Ry 4 � �9 b W 4 O �b ADO W pp oo\ h un -- -- _. _ _ : 1 -- _. - N °/4• �iY 4°/4 rr n ti M -� _ __. - i- -�. Vi tl• i, - p" p-. op N q +n N " " " a._.p.. " +7 ^I o _ W '-m rT•D . .. _ _. - a - _.� w " -. v -- a Tl� - o�9 - U _ _ i p. y�-> O N' w - q a:lz a - N . p N ^ w . "m -th 1400- o 415- 2 N $N wm\� W .N /oo.uc- L83A4 m oN U 1345- - ui N /00' vc t 6 _ m 136 1325 2 @ JOO'VG z 59.7,7 plc 77.77 C N.i 7 ah D X k4_ui a K 1 \ .. oa ° FINISHED u o o �� o �. 9 �a $° � o - Paq..60'vL .- _C h : _ ..,� ,;��.�. : ( -. o Vs�4.,� .o- -- p - - -ry - - _A.,4 SURAFACE , ur k" 1�1/ O N o 0 05- AT `� o N 00 n m w N - a a e n H�._ \ - -1'42 0 \ �� wh ap fi a ��: 'y. No odN -14 d. - 2 N "9. 9 a cb "a; .---- �_ _ 0 rt ) \I h n� ':��,n o tia e \� j Xlyo� zi 1 .15- { n EXISTIN GROUND AT u s __ 11375 f -1420- --- �k I T _ _ Ia 1400 _ 1345- .90 1360-� h 1325- _ w o m V - -. 6P(¢ � '/q a N vc o i TOP OF EiLY o v y 414- 0 0 $ � wN K•m m � a 1R o o 4. - o� o0o N ti _ m_m._w: m �_. 6"CURB o " a Np N 8 a , .:. 'o Q p .V,N I i. Z o n n o n y,45 ,� O w ,tin O o` b a V? bi m P o m m tl• : O H �}. .n :h an.h n _ .6. o'h $") `a �c°�-. +N - .l W', k M t.9E \� ��{ - N y _O..k.- O H -..._ ---- 7 7 -0,$ h to .p � 9 5 � -- O o _ S h �... - _aapi O:.'1- •. i- .. �1 �t �-O 4�p C'tl ..._.r �- � M ...1 --1-_.- __---- -__ +:m.6 : fbR. 30`-dG. 00' dG -.. _ _ _.. .-__ Pa?,/Oo':;c-OZ=59G5 .- :. --:�. 39.z7'. 39:R 5o'✓L ,.. /^.7Z:&5 .'. .a fJJ1PI4Ker/? 'iOL OG '}�. ----' 10 � ii/ � --- -- _- ',�;ra7or. a .03 I 1 gOULDE 12 13 14 15 16 17 e• /,-X7 18 19 20 =-!/'fay 21 TA DR. o S T 13 � Af,./.qzr 1 MPPCO SEES,SH 45, 6 '7 SADDLERIDGE DR. r4 W. RRSPITRL!TY RNE, SUITE I•A G SEE SHT.12 SRN BEENTIQDINo. m nAb% 4.5 3!°' R/00g f9o9) 69R9333 v bYi iL IIl I 1II U llr9 V �� 1 /0' /8' 1 .V t y/ jl /S�vE,90."t 9��anicE c✓AY 1 p�y� t9 o Tn pN + 111 I3 1 °0U� /SB I 1 1f I C: R N i /D'r�'G0 NAPE VA I SFEN EACONSTFJICTED�M NSUBST}RNTIALS 183 III /4 CONPORM NCE Tb PtRM3. 2 V � *M4W �I14041`�I I C 0 7 2 0 \ � !¢ G I krp�F� r III ro� x a0 2 5O. /z n kzi 'q 10 ,/¢ ._. •..' ': :. _ ... /rat ♦ m N u /5 f 75 9/r L' 2l o. RRFME2 RCE 'Arlo DATE 8• 7 2 Pc _ •4�_ E h ^9 2 HI q/=Z/.O a Y e i�N ""' \ 92 07 B CHAPARRAL WAV q.50 tib ti�' \� 43 �c 5 rat c¢ f 7s z ui°�qp• /G z9f00 /0.00.004 SCENIC R/D6E OR. •,• ' titi.b tl .2 .� SCENIC R/06E OR. /9.GYc.41•�c-SU"MeRRILC OR. "" � V 'G Y �,\ / LOT F " A' //r55.cb"�s.G c Za ': loSVn ff /zis (R N W 1g� /1-F75.T1 n.¢SLEN/G RIOGE OR. tp j^ Yj /¢ J `� / 2', '• - - - __ /7��N 06E.. :::- N NQ y��,m 20+M.45�¢eaucct5R VL57'A oR. vu^G' ,�ti 0 m z/6' l ���•�� '� 3 /sdgG� 0 ti N W�1•C a N l9� 4C I /8, Oh a G Yll z/ 7 .+...,.: [: 7 ry /4f24.79 ti8 SCENIC R/o�6 oa. S / / r� �`Q G G5 G o o,:. W ?4f cm.33"•¢sAOA:ER/OLv� OR. �a f /s 1 � 1� .. - m o, SUN F SHEETF- CURVE DATA M� DANCE �6 �R_ y"°��b• '¢ J �� o. , eacF =w -- n -R L T CONSTRUCTION NOTES wAY bfo � o-- Z° 41' l/" 620.00' M.46' /9.29' lo- A.C. PAVEMENT OVER AGQ. BASE Ty-G•LYR4 0U7LET YE,2 570 No"303 b bEG . 6 � /5 bb r 6 2 M B 87° DO' 55" 25.00' 37.97' 23.73' to--6 CURB $GUTTCR STD. Ado.OCO 4 G /e' G o� IA G• 7 W m /e' 4•s,p G r4 227 C 6; 09' 03" 26.00' 38.03, 23.79' 6"CUR8 CW17HIAl COR8 RETURLI) o•0� / $ / / "l0xb G a G t��• /4 45 ` s/*•fZ. D /I' 20' /I" 820.00, /03.07' 62.10, 7 5.5, WIDE S10EWALK h%ry N� EE I I �9 6 5 p 2 G 26I _ s7 Bl.. O-- /T 50'?o" 8C0.cb' 249.08' lZS.Sc' MODIFIED CROSS 4'UTTER PER OtTA1L S!/Z/2 q0 J DDE `SHF /7 B bG'�G. O 3G 6 P 113„rk� 9 3 •T/`"v ti.8, N C fT/7 9 s m 0 4 �4s• aR /7 .c 2e 44' 40" 7moo' 3171,35' 199.88' 14 ACCESS RAMP .57D, Alo.4DS 2 A 90° 30'58" 25.00' 4R•ll' 28.02, l6 STREET (./QA1T STD. A/o. IC00 11�` NYON �'� 0�� '� •'A' I I /¢ E� O- 77- 34'/0" 95.00, 33.86' 20.09' l7 STREET NAME G/G.Ad STD. ,I/o.8/5 SCENIC RIDGE D R. LEGEND RD. y�' b� I 18, TZ z 62' M" 82D.00' 41.12, 26.56, 19 REMOVE BARRICADE 90, oo• 00" 26.00' 39.27' 26.00' a- a"roe"c0A'6 I`GaTrE,e7,PANsir/oN 13 3 FLOW L/NE ELEY SEE SHEET 17 20 8-COZO jW'7*1a CU,P6 KE7URN,d EORR 6"cF, CHAPARRAL WAY o-- b° OB' l0" /020.00' 173.54' 80.85' ®� 3'T6�l�Sl�-P✓ ��T�,l/'--�L�-/� 4NE -- GURB HE/C�Hr O- 7' 4•/' 36" /000.L10' 214.04, /07 re REVISIONS: APP'D DATE O- 9° /3, 04" 1690.40, 262.58' /26.5(u' APPROVED BY: ao' o' 40' 80' 120 SHEET �P '72° 42' 33 26.00' 40.46' 2G.2/' "'`� '-','. LOTC/NEAODEO$CuRR NrAp7U5TE0 6-/r�69 L �`^o CITY OF LAKE ELSINORE (per 84° 49' 09" 25.00' 37.01' 22.84' a' &-110s7a° We4'rto(rvavrvbrra�� n9Ire./w-7.Zro)Iz-Ire7 JENSTHIELMANN R.C.E.25742 DATE: 70 d� GRAPHIC SCALE STREET IMPROVEMENT PLANS 14 V COURTON 8 ASSOCIATES 1400 QUAIL STREET ff*JVMiIi'f.NIEYMS Fa?07PLIAIX,'E AM H APPM790TE aVIUM6 SCALE: BENCH MARK: SCENIC RIDGE DR. OF 25 SHEETS /8 e7' 9190.00 74://' 37 fir' ��` N SUITE 145 ff��qi M�AAIMM�AMID?QTY MB STATE LAA AW IWE'AB FM AQZPIABE. 1"'=40'H. NEW PORT BEACH,CA 92660 IW Iv 714 752-57A If 4�.T� I = 6 V. SEE SHEET 1 TRACT 20705 FILE NO, MN(DF.A7MTS!tM OIDER R.C.F.4.10 DATE W.O. FOR: F.B. TfL 62 . 184 - - -- - �. - ' -- � � 3&5'150(KC� '.zoo 64, 5o u a TOP OF N Y- -- - o o�. e°+��sz , --- - - - - -.. - 6 CURB _ _. T -_ 25 ' e,• �� - -- -- - -: - - s ro TOP OF x W LY v v _ 6" CURB, - O o mm V �± x'v _-_�� +4,A0 I• - o a � `:.N �K +2 00 o N x NI- - - -- - - - - - 4 2 0- FINISHED - - --, SURFLE ,'PE w zo©' vR/_ 14 t7. AT /" zli . 13- V 5TA.e SU FALCEA N,45 - i : : o a 4 I+•N o N ti.N .� +`f �N p/o_ I : I �� N w°` ry ti Z./b N +Z. I �_'" ^ - _ - - - - - - - —- --- - -- -- _ T I i t EXISTING GROUND - -- _ EXISTING GROUND AT CL - r - - -- - �: AT � _ _.._lam-._ .r.....:.. i f- - •- - -: --_ -- - _..... -:.-.- :- _ - - _ _ _ a- - -- - - - - - - - - - I � m 66 _ ' ---_TOP 0F. S'LY 43Q 16"CURB . t2.da�!° x" .� SQL a5[?'� - I - - - r -_ _ v to R s R - W - --_ .O+.-o-•"tr : ;,1 Q _ W :�.:. I__ N. '.O v arET P OF e/a n t� xn yl x`^ W L 6uro m N NN2 8 e - ....-- - ,--._. _ .-- ..--. Fr. -- -_ -4f�b -W o o o �- : H co rr- .r --• - ---t------� --- ---�-_- - _. - 1 o - o $ �. .e ^ 2.Oo' ._� °` .- "ap °0 -- - - - N n RB d v w ^9 0 fix d r _. e 3 $-� - �N �N : `4NN.N Nx,l mN �1 1-i� 4.m - T--�_�-.+- —- -_:- =--=--_ --.--- --_ - -. i..m.....� : ! :-- -... i_- _-..-. : B.'/o59 PC - r I N ^ 50' UG : t5/. �50:M. OP:N 200 .C. 'V N •.OG 38.00'OG. ... f0.3b'/ti- _. _ _._ 991 10 11 12 13 14 21 =rl/.'sow 22 23 T'l -91MRPCO 20-1- 37.04 scF�u/c R/O6E DRIG4 W. HOSTITRLITY LANE, SUITE I-R /0t00,00 n. [..R0CtR10Yo6 CIR.SRN BERNRulml CR 924DB/0.1�00.00 �+ 9: RCtxR/OInE C/R.-BG MA0 A90.1333SCFvir-R/O6E DA'-. NTHE IMPR011EMC)JTS SHOUIN ON TNESE RIAIASHINE BEEN COMST2UCTED IN SBSTRAITIRL � v COSEOEMRNCE TD THESE P RNS. /84 k M D. R4KEE, CE 2951D RD TE I 2 _ 19 I \ \ 1 2 y 11 187 v _Z - •':...: a = Q FSo4 jD A �v w LOT x + o v 5 J Wtc3Eu \\ \ \\ ^ry \ A ti w IT.a of `� zK�i'h�k� XD \\\ \ \U 18 E � 8'' .-..,. 6, ,..........,,.. ....... ......... � 30,E� L0 O"2 ��,. • 2 1� \ \ 2 SEE AT RIGHT /9z V % may,/ s N SCENIC RIDGE DR. /9¢ /93 -v '6 w / , /// CURVE DATA �� /9/ m /90 SEE AT LEFT 7 G --- z „° o '6 ROCKRIDGE CIR. a R L T o, N CONSTRUCTION NOTES 371/4" 2/l•0D' S5.02' 3.ell, h �.. 2 6°CURB $ GI/7TER $TO. 4Jc. PAVEMENT OVER AGG. 8200 a ASF- 25° 37'/7" /43.00' B6,3/' 43.84' :m ° ROCKRIDGE CIR. �� C 8° 58' 03" /75.M' 27.39" /3.72' 3 6'�CuR6 <WlTN/N cuRB RETURN) /4° 3/' OB" /82.09' 62.00' 3/,30' APPROVAL FOR REVISION 7 ONLY: a— /4° 3/' 06" �.00' 68./3' .34.401 0 _ To- 5.5'wiDE S/OEWRut EXTENDED AND REDESIGNED SCENIC RIDGE PR-ON SWEET 15 RpOFESSlOg4 IO 4.0' WIDE SIDEWALK( /4° 3l' OB" 2/e.tb' 74.27' 37.50' O oA. (3� 4" 104,601 99.51, 30.04, EXTENDED AND REDESIGNED LINE T ON TWEET Z3 ���.�4R• X,y�Ay MODIFIED CROSS G'UTT6f? PERDBTAIL S11712 I n DE5I LTING BASIN DETAILS ON SWEET 24 a LEGEND r H 33° 26'22^ 148.01' 86.38' 44.46' "'.,� 14 Accg55 RAMP sTD. Ala.207 I 212° 04,47" 42.50' 15231' 147,85' CSL ENGINEERING INC,Z9oo ADAMS S.SUITE AZ5 eo.25ev 6 STREET 1-14N7 STD AJo loon RIVERSIDE CA.925o4 l7 5TRser AJAMG SIGA,/ --ma AJo.BIS \�' FLOW LINE ELE11 l/' 5P' 580.00' /53.86' 77.3T EYP.IZ•31-93 Z/.7450" 25,00, 44,�' 30.86' PREPARED UNDER 'fNC SUPERVISIONoF: CITY APPRoVALx s 3 \di ` l8 $70Pq clva �� `• SIG1U PER DETAIL,sH7/Z "GF LL- 75°37, 47" 25,00' 33.00' 14.40, .� e nn 1 _ 1, .,,•y, O!CRERFO OF,t"% 4 19 AW"IcAGE PEA(' D£7AlL SHT/2 SCENIC RIDGE D R. CURB HEIGHT /,•.A. S Q.Sc...Z-3117 PATE: ;/{f 2i G'UR6 OOTL£T sro Al-.3o3 RICNARD A. SCIANNI R.C.E-25917 PATE: R.GE-'i^fla pATEx A) /4° 6.2' /g" 560100, /94.22/ 19./0' REVISIONS: APP'D DATE AP°QOVED BY: ao' o' ao' BO• 120 $�E.V/G,(/R56,CIF✓/ O N.P m-11_8f tam. &.1 x.�u. CITY OF LAKE E LS I N O R E doom3 —V:• r RAF/'.el CgNMEM Rt frir./eP nvo gv srGN,PrrRfe goof ENS THIELMANN R.CE.25742 ' NP 10-31-61 DATE: ld GRAPHIC SCALE STREET IMPROVEMENT PLANS 15 Qo- II°13'44" 50o.o0 109.75' 55.05' COURTON&ASSOCIATES ,� ffXW3IF9f,gylf0 FA?aWJAff YM pEAppp�AEaVMW SCALE: BENCH MARK: SCENIC RIDGE DR. 8i ROCKRIDGE CIR. OF25 SHEETS 0 a— 31`33 11 540.OD Z97.40 152.57 1400 QUAIL STREET SUITE 145 �11E7��/31(,W/07 CITY MU STAIF Uf$.118 HIVE 9ff11 f810 Ap�lAHf. 1"=40' H. V 5°53'58• 58a0a' 59.7Z' Z9.89 NEWPORT BEACH,CA 92660 MF� 2 C 714 752-5719 Alf�_ � � B Y' SEE SHEET 1 TRACT 20705 FILE NO. .MW F.A7XM CMSeMN.C.E.4121N DATE W.O. FOR: F.B. TK B.Z. 185 tz 9 d T 1 Ma:." q,4 °I4 f4 �` : :.. ,.35. - __-__ . `-1 a/a %i 4- °j¢ T TOP OF ti b - �.a 6T•t °ht9� t H al N LY I : 5 i x _ y ^ 1 t - - _\ Qo n"� °% _ ;�� Ua � - - 6 CURB �' ° - o w a s g0 _ - v s m w ao @ e - °p n +v o 0 '�al �._..ql _ o - - -- +t4- - a _ V�j�_- -'off o _._ orn \ o�y �- s my m ..erg .. --_ i. - __ "�`• _ . _ ... - ----- .-- -- : 14©0- &e,/5 __ -. �_ ,r -a ' ?y o Sll..' xd or.-. ro v. _ ^' 0 $ M N + FtNkSHED- 0. $ --- - - q 15 ;fD I400-- - - - -4E300 E - -. - -- -_ -__ _ • __ - -10 10 +6 -. EXISTING GROUND / f +SSoY, ro - -- - -1-370-_�-_ �- TOP OF - AT _ _ 4400 SILY - 8"CURE __ -l`a -- a - --- ;- aa:y-__ .rg� ;_ A.. o -- o - - - - p0 ° 23/b-` -skiS.cdze.ta -( _ - °0 o - - - - - --.. .- -- ". -;- A. --.. _.._. __' - ,;, -_:. _: r� �- I'A C , 2 �.� YO. 4 h W :.. � ' A - - '- m" _ °mow TOP OF z � of h gW mM -� g - wro c� +y yr m V Ul~C: O` -1 �i o� 4 les h -__- -- tl•: �" _ n - 0 ..: _q .. � .h 23'O: n _. -- - - - - -- - - - _ 24ID' 40.91'.. ��L___ _F'01 10 R I 12 13 14 15 16 17 18 19 20 MAPCO IG4 W. MOSPITRUTT LANE. 50ITE PR SAN BEILNAfR1UD� W 94409 C°w no 11133 TAE IMPILU MEMTS SAM OW TAESE MANS ME Eui CONSItIcTa IN 51%lT9NTIRL SCF MATCH LINE N (OUFOYMAU TO In Ns. /Ot00.00-C-60AlOAM6E lAIAV SFF C R /a HIDDEN CANYON. RD- o ?O{OO°° CHAPARRAL I WAY /5f 62.90-e-S-61vlc R/pGE pR.o /SNF BOG „ SEE SHEET 17 N o. PR4ICEIL:'ZEE 19570 GATE 451I III eke O z 233 `nuay ", /9t76.48 Ec H G� Wotq 2 /8 4 M,4 W Z /0 3 /3 °/ R 2 , J of I U sF rcy ? W..... .. -. ' .. _ F19 1°61 � /O F 47! .. t +1 . , 'EA P ' = /4/./O'IIMV-111, / // M tiro Q a /m /7 v 9s /e k W -I- i. 1. 6'cF /4•8¢.3/ -EC- •-' Z2,1W o 0 4 '-.... P 9 'ssi• - N (� h Zj s3� b H c a sc. A 206 20t No �I 0 w 206 20J /6f4J/O•,¢'CPEEr-faw 02 4i •� ¢. 14+°650- H/ULLcN CANYON RR 2.2s'6E7 PROD"p4 F IF CURB v OUTLET ALONG CURB 14 _ f:,c 0 ENO 6*-8"e EG'_T,PAvr Z/ t5+B2. �Cu,PB OUTLET q(p•Z1 ¢CUR IXJTLE7 �RADIN 4'PLAAJ SHT 9 11"f 5ES GRAD/N!.'PLAN,.SHT 7 CURVE DATA zj LI �F d` a n R L r 3 u 6''�t ` ENpB'YFG.6EG 8'CFGTCAN9. CONSTRUCTION NOTES CONT. CONSTRUCTION NOTES S T4 6-CU 3'/GN hT I y f- KB E GUTTER. STR No.ZO/ Ac. PAVEMENT OVER AaQ- BASE Q-- /0° /3' 3t°" lHZ.00' 32.49' l(a.23' � IEOTECTEO RL CURS 4GUTTER STD• No. 200 a /0° 13' 3G" 200.60' 35.70' 17.90' 6"T0 8"cUQ6 PO 6UTTEK T2ANs/TION. 6"Z 3 6"CU,eB �W/TY//N CU.QB RETUKN� l0° 13 36 218.00 38.9/' 17.51, M 2 / /O E&/4° 15' /8" 104.50' 26.00' 13.07' -LEGEND _ • \�, la AccESS RAMP 570 No. 403 771 34' 27" 95.Q0' 47,39' 28.13' P 77° 34' 27" 53.00' 71.7G' 42.59' l5 STREET t.lGH7 sr0. n/o. /000 /0(°° 05,03" 55.50' /OZ.76' 73.09' FLOW LINE ELEV. I•: l7 STREET A/AME s/G A°I 5T0. AI..815 /& ,4 n 16' 16" /0 4.-10' 2l0.00' /3.06' V CURB HEIGHT ->! .`' C R E E K S I D E D R. 18 sTOP slsv PER OETA/L SHT/Z 92 /I' 57" 25.06' 40.25' Z5.98' S U N D A N C E WA 1 l3 N0p/f7EO GF1055 GUTTER P6IeZYMIL S/7/2 -I 67° 48' 03 Z5.00' 38.3/' 24.CNo' 2/ cuR8 OaM--T STO 01da-A/°.903 14° 16' 17" /04.60' 21.w 13.06' REVISIONS: APPROVED BY: 40' 0' 40' BO' 120 �o- 9o° 2G' 32" 59.06' 83.GG' 53.41' �� CITY OF LAKE ELSINORE �J 90° Zb'32" 35.00' 55.25' 35.27' DENS THIELMANN R.C.E.25742 I6 o- 14° 15' l8" /04.50, 6.00' /3.1 DATE: d d� �IiB° 57' 17" 55.50' 115,23' 94,14' COURTONBASSOCIATES GRAPHIC SCALE STREET IMPROVEMENT PLANS 1400 QUAIL STREET AF%3E RAW 196F80 ILNIAFD Fp70WIMCE IIM IIE AR7IA37IAIE MOEI69s SCALE: BENCH MARK: SUN DANCE WAY et CREEI{SIDE DR. OF 25 SHEETS _ SUITE 145 IF AIO/Q7 CIR',W STATE LX AID HIVE�V FRfO A(SS2fA9E. 1"=40'H. q NEWPORT BEACH,CA 92660 --- Alff - ,"' 8' V. SEE SHEET , TRACT ZO7O5 FILE NO. 714 752-5719 AW F.AAOM CITY aFLEW H.C.E.429 DATE 1 W.O. FOR F.B. TR Z . 18� z- - -- - - - - -- - - - - o TOP OF N LY I - 1 - -_ ._._ - ._ ---_ T __ _-_ - P1=-_9P•YF�-. --- -_-- U z -3,i57., s-- - --. --- --__ --- x 1 - - - t Q of Wb. CURB --- - -- -- I -: TOP O F N L`f- - - -- - -- 6 CUR 1 - 5° V.c. _. 2 ° w N si 141'5 szs h H o !`___ H a 6�k139p _ L. FINISHED- - - - — ---- --t D•50 a - - v R: - - - -- -- -- - - - $ - -- - - -- o SURFACE + 1 �F=;6T,T3- - - GZ-:S 3 : PI=B�'.Z4:� eD AT W --- - - - - -- - - -- - - : - - _ fob — } a v az- u F1NI,SHEfl f00'_ue. -/o7/s - _i_ Q @ : H _ i h SURFACE ' tl;,.- _ � 2 - - �,^ }y 8 p N p AT 0 °n o00 qN - - — �� - — - — — m - - Q L -__0 8 g Ir c o- z=- - - --- -- - - .. ph \m- l' ` :mtl::Ho- :hh M-,tib:�oa gN . o � obi RN �a; . i ' *imp;-- �c, : ,._ --- o to>9 m --_-_ - - - --- :-__ - --_� - �- __ ----- - - --- - - -- - -- -. 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J W IID III III I �+, /2 cHAOARRAL WAY-6,C + Its `ti/� q� V 2o2.¢p =_ \b °6 pD 1 In \ (n \ S`•c _ ` _ 1 SG/ 53 /G'E 4065/J 4� I I r N W II _ _ (p I„ _III /4f OB 50•.¢`H/l •/J c9.VYD.V 20 I / G .,..2 /� a U) 23 14 S I/I Q emw�22 ZZS ZZ¢ 2Z3 4i U�2z I �y� I I /D' I o a N r3 I t SEE SHEET 14 SCENIC RIDGE DR.�vV �� °�• ° ICI III {-�` ° SEE SHEET 14 '6 SEE SHEET 16 SCENIC RIDGE DR. fpCoDSPlraun LRBE: zmrEra CONSTRUCTION NOTES C R E E K S I D E D R. SAU B Mb-1331NO. fR 11405 I/ F--AC. PAhEN/ENT OVER AGG. B45E C909) 59D-93i3 0 6-CLfR$ '. GNlTTER STD. A/o. 200 IO 4.o' WIDE SIDEWALK T11E IM440UEMENTS SLDUIU OU THESE TALUS 16 .STREET LIGHT STO. AJo./000 NAVE TfEEU CDNSTCU:TE� IN SUBSTRUTILL CONFD£MRNCE TO TAESE PLANS. D. PRLKEP.• RCp 2957D DPTf LEGEND B531 FLOW LINE ELEV. CURVE DATA HIDDEN CANYON RD. \` `F cuRa lfEICrHT CHAPARRAL WAY A R L T o-- 5'FZ'SO" 658 OD' 65+62' S4 S7- REVISIONS: APP'D DATE APPROVED BY: 40 D' 4o' B • 120 G01,C/HESA424W rr EL Ar/N/�A3•FLTroN Aw p'ICEL.OGAT6 o- 9'?G's/" G¢°oo' /Dsss', 5Z.08' ou0 Jl�4eCi CITY OF LAKE ELSINORE $/.39' STR' u�Nr 6 14-aq JENS THIELMANN R.CE.25742 COURTON BASSOCIATES DATE: 10 GRAPHIC SCALE STREET IMPROVEMENT PLANS 17 QUAIL STREET 1ta�EHAMSH11Fd�1'A`V16IDfTf7CpPLi,W1�Y111111E.1 plAffl7,NlllldlS SCALE: BENCH MARK: HIDDEN CANYON RD. 81 CHAPPAREL WAY OF 25 SHEETS SUITE 145 ff AID/07ClllW3TATEUA AOIAPFAWFUOAOUfAHE. 1'. H.NEW PORT BEACH,CA 92660 - MIE I��' B�V. SEE SHEET 1 TRACT 20705 FILE NO. lAldilDF.RInfEl clua fou.E.4mv =1�n DATE W.O. FOR: F.B. Tft 15 Z . 1 s? 11. �jq�'¢?7cfr Qa =d•T c� Qp�84re'•/c{s Qroo`BOP.O eFS Q,00 80P0 cF5 Q•e 7B5OGF$ 4=7R5-OCFS Qroo =763.0 GFS Qoa=75Z.3cfi Quo`32.1 cff Qip =/09 cf V. -=1g•S9 fl/ V_ZZO f/J./xc. V=35.71F�{./sk VR=37.68 Ft/sec Vn=�B.Gd-flsec. vn=3S 0! FP/sec. v=38.`i5 Ff/Sec Vn`36•!f3 Rf/sec. l/..,,36.85ff/rec. Vn=21-51 F71feG. V - Zf 77.f4.�see. ----- - - - -- -- - -j-- - - -- - - - - - -- - F FL �j V, 1320 _ - - - - - - _ l ��' A - -.. : SEE GRAD NGL -_ ..... -_ IN gG V. - i.0 SNT. 4 n lit- It � F/N/BRED SURFACE OVER o13xY F/A!/SFfEO strlRfAES Or/ER'. F 1- OF W1 HG.L _ 1 °o 0 0 _ o " IOo ✓ 0 6/0 p¢.09� J o �� 5 - --- / �. ¢ /300- o m - 0 I N N ' 8 1420 /394 SUR FALE OVER` -_-, _ INS' S �a%a $,�0.0150 OF PIPE - m 5 , c. „R�.P _ v� _ _ of �._ z A __ �fl� �'i-14,0 _ � ter. t`� < � � SeE N EN�,f n 60.D0 L_F ZS!'i RCP Z0000 V` - - -- - --- \. 377.G7 LF .ZSe.,94 F: 72" Ae R' _:- .__ ---.. �9.($ �.tF 72" RGP - [. W:.N ^ -.:- R Oh f3f00 - /%"M{/✓ CG'✓E,P DO - 135O-D�l%E"M/N(4VE At TE.CN'¢TE u�/TN N"JN/C�'E,V6U [NYEk7. 02 Cj/.pR/1C TEkA'#72F WlrW: - OQ G.1/O ALTE�PNAfGf - 25.30�L.F�. � V 1.30 L F ^ v 1 h 4"TH/tF�NGD,JN✓ERT RNO - GvITN' 400o Ai/CONC. l7500 �2Gf70 LP -.--:-4.00 cF 9N0 4000 O.fY COA1C. 30°`MlMr bdPP __ "af/ CbVE,� ! 7 "RGP ':u/N-:<aH"E,e. '.._ � __-.I 1/000"T/ coNCBE%`E _1 AND "�iYICF'EAJ60/.✓[rE.[T �' r--. _ - _ .-.- ._.. _._ -__-.- _. /0 �S oe C./ORAGrfFABlE 149 /7 /B 19 20 ZI 21 /0 /O a//7w v"rH/cCENc 9 LIVE 02$ L/A/E 82/ %pAq r ca /7t43.00=JO>oo.Do L/NE AS 8 $EE $HT. zl (SEE BHT. 20) YOODOIYOA/C.3E J>r49.99 "STR.STR. V d!9 ti E/NT n/5t02.00=/Or00.00 ,< 6'9-2x _ L/ur, MARCO �58.5/n/0t�•00 47 64 IN. HDSPIT@CITY LANE. SUITE to ¢ /NT SAN BEPNAQ.D!ND CA 924D9 �'OR rF� .,, � 9. eQ yv L/NE C9fAT >r�D9515 D ''a FC O\ 22f/6.06 =10+o0.06 6.INE B/t0 L/NE 62l 43 P ^Sr9i _U E Q�L /NT THE IMPROVEMENTS 5HOWN ON THESE PLBMS TH/5 SH66T A BEEN CONS7WC EA IN SUBSTPNTtAI �'° _' V y�y� i9+86.04--it CANYON ESTATES ONFDE]V1B P OR C TI9 ILANS. •i ia�� '`" "',--_ B ..- -Z£ + - T -.._. 10!•00.00..¢,RIpCiE CREST 77R. - eL_ LINE 025 AB2REE., 2CE'A51D tftTY 77H15 SHEET b SHZ 20 OF ST.P. /MP i 2 - __ 7 PLANS FDA.' T?.20704 � v � L^r. / _.._,_._.,�- -� -. - � .. L�Bt�cb �� ,¢3 y z 1 6 My Q7 r06 'J F SyTl3i6 � t/, a LyiDlil� 1 � � fi'ga�lll z/ m I �I h G• 16 � Q �oci� I9 U SD Lill q, n'I DER VIS7-q DR op 114 cPao b w ��8'�'��jj �< xoo r 5a" g. l/ d m sc7.pp BATCH uNE c.a g'QErw EssroN Oki�.3wr. ! °«' s>1 h-I;�H' �;S"t ��e CIO Gd b 3;4 FOR P.POF/IF v r'li-'r 3' 609 3/or39.98 -6rR.srA r" SADDLE RIDGE DR. N� to*I�g hqoIDGE CONSTRUCTION NOTES G B 33 d 94.38�JTR.STR y. 4 x 9' p �'� }� 1 G �7 (� �- `/qy��-- ccruc1417Z1 1acA2-sro.'�� .N ao3 G/=28' Vc 6.0' - c8. N1 ' U (� ° `7�' /� �. ¢y �y� I sil CATCH SAS/N -STD, No. CB.00 W=28r ,A LINE G// 29 fit/ 87 ti 51R.STA. q./ 42 CA-rcH SAVA/ -STD. No. C..8.l00 W=2/' SEE PROP/LE SHT 2/ W;28', LOCAL D6PRE5510AI STD. Aide. LD 20/ �C•8. 45 JUNCTION STRUCTURE STD.No. J.S. 229 CURVE DATA /0+62.17�STIR? STA_ 4E 47 MANHOLE STD. fl L/NE G 9 4 C8' W=21 i Va 5.0' - 46 MANHOLE STD.IV....e. Z5/ R L T SEE PROF/LE 9HT 2/ 50 $LOPE AMCHoRS PeR D&rAec SyT. /Z. , n 15028'2I" 444.00' //9.110' 60.92' OTHERWISE STATED. R I NOTE v 1 /16 21'2/" 444.00' 88.00' 44,14' LINE u �' R.C.PC,p STD, ORG.tlNLESS C 2p 0" S2" 456,00, 16.49' 8.22' - P 2¢°32'4.7" 456.00' /9B.a' /DO.5f' a- ¢•3s',o" ¢$ewe' 3650' lB.2�' CANYON ESTATES DR. REVISIONS: y O?TE APPROVED BY: n 40, 0' 40, 80' 120 'HEFT A,eev ew ei0 62s t'`VSX rOS P.JeJ JF twls'e CITY OF LAKE ELSINORE aD e:p cloy Atreowfrar 7 9 90 1nA NS THIELMANN R.C.E.25742 18 AllDATE: l/ � STORM DRAIN 1 P OVEMENT PLANS COURTON&ASSOCIATES GRAPHIC SCALE ( LINE�B, I IMF 1400 QUAIL STREET ...nP3A9 HALY$�N1A117EAD Flli NFLIAAR MIIH Hff APRL97IAIE lB'87/7615 SCALE: BENCH MARK: CANYON ESTATES DR. OF 25 SHEETS SUITE 145 X AAll CITY a STATE CAA$0 HIVE SH1 FSM AWTA&'E. 1"=40' H NEWPORT BEACH,CA 92660 1 =8, V. SEE SHEET 1 TR. 20705 FILE NO. 714 752-5719 1^' -�-1-- r-91 IOE A7fAM CI1YF71EDSH.C.E.4iM DATE I W.O. FOR: F.B. _rA is Z. 18O Q,oa=7513=Fs Q,„ 7503cFS IQ..�/"..Dy* lJ,. = 7f•FO c 4,.°=74ao-G7s cfs I l S / cfi� Q Qis 7 ti3 M)H. L 50 c..76: .O Ffi se pw .1S /.72 F srt. .•.72 / ry 3 - F e Vn 3 f Y V 3 sac H - P i? Vn-35.83 //s c 5 � l'!/ 11� Vna= B�SB /sec. Vn-'lo./4 fi/sec. Vn 23. 9ft-/sc=. r—----- -_T T-- --- ----- ---- _ M EL.=69.63 --- - -- ------- - -------- -- - - 3 0 o h m - - - - _ - 0OF P/PE o G/NlSHEO 6o�FACE OUE', -10 F u ©: - __- - - - - - - - - ---- --- �-f59--- -wo /318 FlAmVI ogfN S IN i of RFACE O R - r - '-- 0 OS[0.. i. - - - h F - 2 _ o faL } O PIPE , t -- - p 2 © __ hh N - - e .. 9P00 GF _ - .4..�N��I• z5,3O LF - /8!'RcP I° 4 000 jPC_ _S'� 20000 FO.�- - _ H p 1 _ IN f ry .241:67 LF 7z" R .' : 44.5.33 LP >-e- R(P 9Z6G.C. jz'zcv 181 RCP /'T50 O -!%a"m/N' GduEe : I /350 '- ///z' ,r7/n(. Ca✓EE /350 -l%a'�M/N. - _ _ _ _ j - - O,e w ALTE.tA+ITE 4 - _- - ' ZODDGO CoYr",A -_._. !-__. - -_1 - _:_ .-:.-. L. : /u/TN S' 7H/C.C". _-O /NIiE//T , _ i.._..._. - . - _ D G/,PR ALTEQNR r�Lu/THY' _ I_. - - -._ G !:C°E.fIEB fNl�sBT AND _ -- _-. _ _ AlY -- .fiNO YODD PPri CasrE Af ?T f��__ _ .-.. P/i n!c 6# �� T � � ', 4'�7?!/C Ed/BD !/E'X> V176V PIT CONC I* 22 23 24 25 26 27 28 29 30 /0 i0 /0 Iu LINE 014A L/NE III L/NE III 63EE 5NT/8) SEE SHt/,g) m ? t 3r � V1 � SF.E GRRO/N® PGAN,SHT.!.2 Z a n A=/j9d.2f B=/34Z CO C_/342.00ly �N 2 � _ A Ki gg W T�SE BEET � �IlT I' - `•J h 2 -- - - - - - - - - I 3 5 6 28 2] W-. I6 W 29 y FYI 7 34 /4°E lb y L� S 29?0-0.40 -c-a1 N. o 47 25 t 07.00 M.H. 7 0 26+51.00- /0 fi00.00 4,1NE re 141 MAI I r,4 W. HOSPITALITY LRNE. SUITE I-A CONSTUCTION NOTES SAN SMNAZOINO, CA 9Z105 C90Q) 890 9333 LINE B 45 JUNCTION 5TRUCTUR6 5 rD. No. d S 229 THE INIPZAUEN.ENTS SHGUIN OR THESE 9LRUS 47 kl4fJNOLE STD. A/o.252 HAE BEEN CM519.ULTE➢ IN 5IIMTAN7IRL 51 CB.p. RIZER PER DETAIL 8-6f4R•NG OCAN, SHT.Z, (110Po11.1 TO TNES tIANS. NOTE -/ R.C.RC.O, 47'D. DR0. 41N6ESS OTHERW/SE 5TATED. VVV CANYON E S TAT E S DR. %IZZEL. CE H 70 DR7 CURVE --DATA -- a R L T REVISIONS: l AI APPROVED BY: � 40' 0' 40' Bp' 120 A ��09.59" /144.pO' /z3./z' G/.02' R006D RcrL�N try 7 90 any !:utk Kt2 dna� CITY OF LAKE ELSINORE SHEET B !oo /1'/0" I/44.00' 123.85 fel.99' DATE: JENS THIELMANN R.CE.25742 COURTON&ASSOCIATES ��O GRAPHIC SCALE STORM DRAIN IMPROVEMENT PLANS 9 ' 1400 QUAIL STREET 7w RM IAff ff fI VIM F47 CIINUA,E'WM RE Al7MTE QTWIIDIB SCALE: BENCH MARK: (LINE B' ) OF 25 SHEETS SUITE 145 a� ,un/mcrrruosl�rEu►�unwffrmlFwo,ta�FeB.E. 1'•=40' H. CANYON ESTATES DRIVE 714 75 T BEACH,CA 92660 ONt� - MN y�. cll 1� =B V. SEE SHEET 1 TR. 20705 FILE NO. 714 7 I,-5719 I^ -{ r AWD F.GIM716(CITY B,BII®I N.C.E.41M DATE W.O. FOR: F.B. T fR 6 'z. 1891 �_ /2/F�{r Qroe>7o<•j cFS 4roo =708,/ cFs Q,00=6898 cvs Qmo'74MCF5 Vn=27.66 F{/S�_. Vn=25-09 Ff/Sec. Vn=33.36 Fi/.sec. Yn=34.�161 Ft/Sec. v =,29.//'/ f/,/xc. V 24-214'yi. = - -I - - - - - - — - -- w- - ce { ku — + ° f/N/SHED SUPFlTdE { - . - plE,e f OF P/f t O -. 95 Pi p H61 - _ �9 _ I .fir _ ; �g.4011430 503275 - - mom. - m - -I - - -rt _ 'Cp5 - 1 - - --- FW151-IE0 SURFACE OVER f 11 - - _ - _ /_/X/SUPFAC - — — _ - -- - - — 25.30 G< 638 , I8"PAP T ' - -V -r-___ _ -1-.. ._ _. .- -_ ty -- ___. __ .__. ' _._-_ .-__- , �. -_-t -._ --_ f -�-�` � -__ �---r- - - �- - - � - — i- Z � _ - - � - --- -•kit - - Fc� 4 b @ 2 qh z - - � o _ oN 25. 04.E W. .-%:. 2 Y? 24"2.G.p F _ 414.(,7. 4 F --. 7Zr'�'i>;_P� -'- --- - -_ - + --3 I'n /_F __Z2" RCP... -.- - - -� -- -4 .319.74 L-F -. �.,, RCP -- r-r--= --__ -r_. z,, - 7 YN --- .Q_ .� _-.. _ _ -_ -- --- .-_ -.- Y -_ - '-- -- --- - ".N/ e -o.�'' - - -- - F --- _ /.SOD /z iGT GouS Z'.'?F.p Az�EAr.Y/F�T€: SZfjs'. � :Ffrx/ �o F2 O� G/.PP /3500 /2 N CD7E C-/,P.R -- ----_ _ -<. :-_ :._-: y!/rN 9' ,v &&,ED -. A7 RT'`,1F- -- - _-- ---.-. ---- — 7 _ TE M TE :W/TN '� TH/CCE'NE'D _ -_ — .— __ }-. A/65P T �' I � „ } AdT -�- _ � � _-_ ALT�.?Ali4 T� w/TH: r/"TH/L.�'G` f-_ t lN4ERT ANO wev Arl CDroC...3Y- /1N 41 40 _ ® r��T LINE B l l 3! 3z 53 33 34 35 3�0 37 38 78 � 0 SEE 42gOiNG P4'_ /p.39. 700 57P.STA 55 W=T, L=/IT'{/Mi P w/� sre LINE 813 344 67.00= /Ot 00.00 1-1.VE &/3 37 fi8E.00= /0 f tl000AILS Os6A00 ENO 78'A?CP 5355 47 /A)T LINE B// ¢ WT 67 SEE OrNG pLAN,SH7/3 r-F9/86•-'t CANYON E57ATES DR• CONSTRUCTION NOTES /Of00.00 STONY CREEK 9R, ,� rets6. 9� cANYDwEsrgres DR. / A.tw.=�oD', Et. a _ o0 + /O+a7. --� sAGEce4Esr OR. �1 4I CATCH BASIN-5TD Al.. C8 /00 W=29' 49 LOCAL DEPRESSION STD. No. LD. 20/ __- rW = (�V 0 47 MANHOLE STO A/o. 052 s - - - �- ,>� -t + � � Uti1C B11 P f Cg7CN 8A37N-S70 N• c8 /oD W-2/' v� 3y 37- _ �_ \`"� '+ ✓ONG7/ON STxlej, OQ-1 5'7R No. ✓S Zz9 z c, '� ,- �� - 47 - - ry0• o 60 SLOPE ANCHORS g r a. Q _ I •- _ s ¢3 �,� A� j9,d7�r4/t05./3 ^,mkTCN LIME.•8c (�f x� be E SffT. 21 % A n Iv. � !� ' zr e=� tioe - /3i5.8.6Z STONEY CREEK DR. v c4 D�-?e w - = �� - ' � ti SAGECREST (+ STA - nS r \, re GFS Liz 28 _-- 8 V=4.75 4! /OAT C.6, r W,28" - MPPCb 9� ✓= C�./% 164 W. MsFITRLITY DUNE, SUITE 1-A . � �� JJJJ SAN flEW1AQIlIUU,[A 97A08 LgAN I B1U-9ii3 �\ J THE IMVF.DUEMEMTS 91hWN DM TIIESE PLRM5 •�`�../ j,C� NRUE BEEM CDMSTCUCTFO IM SUBSTAMTIAL CDMFUO.MA TD THEB PLA1,15. Z� LINE B PKICEV.. KE NSID DATE CURVE DATA _ - CANYON VIEW DR. A R L T e /41 10,571, 436.00' 120.30' (00.4l0' REVISIONS: A APPROVED BY: n(� 0-. 40 0' 40' 80, �20 SHEET 370 15'/2" 406.00, 31(0.00' 163.8/' Z2v aN1 Estoa{ n nw vimvaP E�o.crr o L 9" �YPdro1 1coD.L � CITY OF LAKE ELSINORE /6' !I.121, 486.(b' /37.30' 68.26' AOOEO G/Op L7�<v.1i� .v4 NS THIELMANN R.C.E.25742 COURTON 8A550CIATES DATE• v�� GRAPHIC SCALE STORM DRAILINE N IPROVEWENT PLANS 20 A' LINE 8 1400 QUAIL STREET REff PLAIB RIVE L!0 AEYW M C01 DI&CN RE AaFWQTE LO'0, SCALE' S.._40' H. BENCH MARK: CANYON ESTATES DRIVE OF 25 SHEETS SUITE 145 ff/EY�.M61'AIO/Q7 CTR•Ar0 STAIE LAC MD HIVE A0 FBA'U AWTASE. NEW PORT BEACH,CA 92660 �(%'�(� —WE Z•/y/�9 WLR I =8 V. SEE SHEET 1 TR. 20705 FILE NO. 714 752-5719 A F.�N&L CITY BEAM R.C.E.41M - -rT DATE W.O. FOR: F.B. Tft Z. 1410 Rio = /9.7cR Ia,.=68e.•3CFS Q_-G34./c e s as 041./ CAO Q V - Vn- f V� 27 6 - r--- Yn � NB FT/sueS•3 A 47,:5.3 0"6 n� 90.4-' T y 2S Sf F. V„ Y. 22/y¢.1c. /3.39 _---- . --_ - - -- - --- ----- --- -- - -- - -- ---- - - - -. Li /NHED °.� SUR5FACE tl V ;z - - - -- u- - - ° � 1 � - - - - -- L FINISHED 5 S;&6 11 .. O ro F/NISHED SURFHfE 1 OF PIPE- - - - _ ,v G. 1'4/0- - / S :o.03 -1300 ._ ti o5.3 -} - - 0. Z } �. . V � - - - - - K 5 - - - _ _ Qq.28 { Z I a Ix _-_./l7cr- _ _.-..� V' o 2� m n ao a _ 6 N 2 _. �., -X - - I --,.. -_._. - -__-'_ - -- A.. .,A..'-_'k -•.__-_ _. Z.-_ _ _ S! --- °� -_ d'N - .. _ - -0 �. 0• I� /�"RC.P. -J- _Sri"RCP -_ .24"R.CP B1. - _ - p _,- :._. - -' --.- _:.-'-- - _ -_L...._.S zoo D 2,000 D 2000.D d-\ : - /%d'Cel/E� /%Ce VE.P O N e�o'z 0 + a _ 4 � � p _ S."B6' L 3Z.LJ0 /vz".NiN GoYE,P .. - ��. SEA - C/�� �Cec+-.v E.PAL NO TE-s T y4" RCP du/77/ Z"T///Gt ED/NYt,CT JF dN s"H�E 7- Z 2COO D ACTERNATA d✓iTH - - -- - -- - - :.. /9Z•'COVE,2/M/N.� '�'7U/C/rCNEO/A/vf-R% - - - - - - - /0 4/ 42 43 44 45 46 q7 - _ /0 i0 LINE B9 LINE � I I I 53 ss HEADWALL PER CAL.TRANS STD. DRG. No. D 86-8 6 Gw•Lr=/2.�0' Leer- 5' ww•Ly=6.00' we = 4.00' _��eo' _ L/NE 611 LIME 61 LINE a?A N,yv,,.'�9.90^'' HMnv,= 5 ELEI/"a 1420.50 SEE PGaN SlfT /8 S'EE PLAN SHT /B ---- I I 1rcArcaEivr o m, /ofraa� oRc-sTR.s7A:` I I FOR s.c. ceAsTeuc7 Pac/wG�cass CONSTRUCTION NOTES b y 41t90.85'�+B�G. I�I ' 4siDo•4/ EC MATCH L/ E R I L:... B R '-"' C 6LA✓✓KEr p2A 4 2� � 869 THIS SHEET xN -I'o ¢2 O CATGi/ BAS N 5T0 No CB/OO W-Z� MAtJHOLEEsrD.N/on755T 47 MANHOLE STD.No. Z52 47®CoNcRETE coGL9R AW09DWALL PEA?GOLTePANS Yro.Per, S'0 I CHAIN L/NK FENcE/ER 57b.No Algol 43 I m P a sswE/ F{ YB' 15' N HEADWALL PER CALTRAwS sro.OR4 No.OB6-S 53 47-r 00.00�END 7a.'RCP 45 ✓UNGT/ot/ tTROC T//RE 570.No.Vs z29 $' E DING PGAN SHT. /3 _ E GRA 5(D CATCH QAS/N STD No eB/00 w NF tip NOTE: .0FC.D.STO.DRS UNLESS OTHERWISE STATED s9 IT- 4/t05•/3 /nAzcH /-/NE I I CureiF WALL SEE SHT.10 B.C. 4/+7¢.¢!o -E•C• 2 X MD SCALE W y. (EXTEND ALONG S/pEGIALL9) TAACT bOU�1DA^.�� h 90.oc_ SEE SHEET ,' R - - - - CANYON ESTATES DR. v y 4.5fs7.68. fao.00 ® = G/NE BB SEE PROF/LE / I/,67.00-END 24 PCP aysia" SHEET /8 ® in`� ,z:r 8' S" f.0 i•' /Oy SEE GRAD/N6 PLAN 53 CURVE DATA J CH/NNEL Po-R Revco sra. H=/f.0'/ CLeV. "a"_/429.$U Q5 /o'- 25' Od✓6 0,f'.e2/o ExeevT raAT A R L T SEE fAAN S/DE SLOPES SHALL BE 2:/ I Ml1GC0 LINEB AND eeNdfETE S,YALL BE 4A W. MSPITALITY IANE, SURE 1-A A 68° l�O'//" 45.Lb' SZ.Os' 29.37 B TN/CK d✓/rN'0V'ws 5AN BEunglIN0. CA 1240D @/B"/o C�Cewn6R6o /Ae Tsv 45f 00.4/ EC�MATCfd L/NE 190A1 BTD'1333 B /Z° /9'S9" 486.00' I04.a, 525// o/eecriovs. l L BEE TH/5 SHEET SECT/0N A-{l I, �- - --L_._ TIE l Mb\ItMENT5 96WM W4 TMESE II-1N5 C f,° 02'a4" 389.00' /a-0/ 67.29' =`_ �_ NAVE BEEN CONST¢UC ED IN SUBSTRNTIPL D B6° 36" 4S.00' 68.e/' 9•Z•40' - - - E 6' 24 24" 486.ao' 3.45' /:73' N0 c0ND0QMR E TO S SE PONS. © - 22° 00' 00" g5o0' l7.Z8 8.75' _ _ - x3 o Z CANYON VIEW D1R. _ r M FRC,cEC FCE REVISIONS: ^uv AP TC APPROVED BY: O' 40' O' 40' so, 120 RE✓,F,vu'k-u-, LINE 69,SEcr.A-A, fj/iy,See.B_g ADDS RlV-R CITY OF LAKE ELSINORE SHEET Avv�o C/Pv gLT6LNtTs 7 9 9a -0 / DENS THIELMANN R.-E.25742 n ®ADDED RIP-RAP TO 5EC.B-B PLAN PROP/ END OF DATE: ( S'o 86 2 1 COURTON B ASSOCIATES 72"RC.P REV. SEC.A-A. L/NE "99' `'cute VezmrA A' e' GRAPHIC SCALE STORM DRAIN INERQV4,,MENT PLANS 1400 QUAIL STREET 1">'�.L1 NIf ABAEI7EIED l'i1741P[IM MM RF ArA'OOTE 07DMW SCALE: BENCH MARK: SUITE 145 //-�-90 IF UIT AIO STATE GM$AW HIVE SIN FM A(S 7W.. 1"=40' Fr. CANYON VIEW DRIVE OF 25 SHEETS NEWPORT BEACH,CA 92660 , rj 714 752-5719 alTE 1"=8' V. SEE SHEET 1 TR. 20705 FILE NO, AIIW/F.MTI W CM8EVENR.C.E.41Z69 DATE W.O. F.R. F.B. Tot 157. . 19l li7eo= 643.0 cF O".- 64 30 41,e•643.0 H 0,..-G/SZ.fs a--5Gz0 ch Qmo=s3/7 cFS 0 = ss/.7 h Qmo=�`S/.7 cF6 v„- 39G6 _..._ _ f f _ - I" =�0.63 %_. V, =Z3.80Ff/sec. — T N f��c u-42./6 F,ram Vn'/f0.7 F(-/s _._ .... I. / Z V.{!u .._....- V B. G <f� Sac. ✓: /.79 F/ ✓ .IL3 42 dI(o4 38 ••,6'W/I7E2.UrJE M� I09 _ D _ p EJ�E O�U�'/.oBq2. OI/ER IGO Q` OF P/off —AN rA of i_ r r \ �_ _ r a so.s —..._ ..... 2 N ✓ 9 24 3i INV. 1 _ __. D �2 D r o m M g 1 -' / .__ NV. 0 i - ° \ � 4 it L I pDB `� I 4 ki 1 a 2 I , _ p. -.-_..-t _�.. .. _..._ t^ .F Dj n - - - - N �. n � M m 385.6e LF 96R.C.F 280.67 LE 66 RCP 295.40 L.F 6 RC.P /%z"M/N Ca vAe /4f00 D /h N GovE? A TE,FNrtsg eF/iFH - - - O,P c/TO:A TEA✓✓.4--T� 32: �Wyt6Nm(X4tl0� ._Q O��DC _... 34 _- 3 TH/CA'ENt ,L�'�/1T AA/Q._YPG� :._ _: - _. .-:.. WiTN. y'Th'/C./'EN _ /NYBTL.4��._._..—..� d€Q..Cdlf! .C1 RN0 — V G 5 L/NE Ct 37 v000 Arl cove y400�JY coNc os/ "N`' 58 39 '40 41 42 45 /NYAND 4A7cil VISTA O R " as ,�, ��/SADDLERIDGE DR. �` o LINE G 46 W%j �tl ,5i6s9u �dav N I BG(0 yP /ai'°off ENO� ,CtR Nye 0 4 H� `1 IY , �� �6 '-dl I`• J v� as /ofsi.0a� :rADe,' 2a,Ec.a` ' '• ,.-� i��� ,t,I _ --c (I�y-�I v. o�n o�GJ V8K �>�'¢A H�"x_5.5'.Nam,". o � /2 L°G. 2 gZ. 57A. 42 � h p - a /5♦7£9/'' f•ar ��:7.25' p-�V'.. Z r•) / I ..35. 12 V✓ ,� r -qe fy i' G.8• ' K/ O 3q 1i it A -..,.__ �,t s~724 ��, t - Gs.I.�'�oiiLF C HT Zf `tea':,- -y ,�G�o �• 21400 Z5—E%EAUG A,06E DR rH7.24 N` hiU V..: r N �,. 9t 92.OJ..E-JIAPOAREL WAY stfwic,vioc.E DR F B.q6.4/ti C-5UX n6RN/CL ORIV fv� . --_ \„�. -... -.... y •'S Y n..r St6MlC R/06--OR OZ V..72 AG S R/MR m g w zo»/2 4-5 - d0U1ER usrn DR T,E,gGT BCU.VOy,Pi�. SEE 1'NT 2/ OF �o< o h 'r` �/ -.,l J � J � •'_ -� r� 1• STrP /MO {LANs F9Q TrP. 207o F °• � o H 3� ¢S-.! -`, � // � /2>] r E` 2 ���. � e3 6\ � IV M C— W M 4/24.79 C SGEN![R/DF OR. 'k q / A' 0 1 tl _ tt L -ss' fir/ gsc W 1a a 00 33���SADO(FR10GE OR ION � •"�� 40;� 4Z 'f--__. .._._ aZ.' x o ti a _ / A5 W CURVE DATA BN P EFNAA.ITR CD R.q2A S% 6 x 6 ) 6 qN E Q)' 1 a �'�/ �. / 90 _ ~— sY W _.. I .I o 4f � 0 R L '!'.. IL�9W E USP;T;CITY IAUE,SUITE I-A g IPA© .1/ � 1 � �^ � /8 ofl'/ 0. �(3,, � _........; ��� ........._ -__ .._ (,.�� ®— 04°51'50" fM.DO' 09.59' S¢.82r 45 �I�E� ^ � N/�. `�( / 0� �� 2� 41 <.,N �W , TAF IMPROVEMENTS 514W J ON TRKF PLANS J1 O S�� U .0 PP° Qa° BO/s.00' 322.00' /M./B NAVE AEETI CONSTLtlR eO IN SUBSTAUTIPL Ba 00' /Z. 79' B•89' p9 /3' 03 /59¢.00' 256.44' /28.50 CCNFOVNRRLF T FSE PLR1U3. iGr 9444 E seEm/c R/OeE A¢, O,I�YV O 4( O qk3 0 e Q O 28f 66.99-•• R/DE£CRFST OR. _._. D � IV 9. Y PRRXLL. RCE 2-15'1D bW C A/`- NOTRC.F.�•D. STD. ORO. UNLESS oTNFRW/S6 5TA•TEo ON 0 o%h� l+I ;'`B {g SEE SHEET/18 CONSTRUCTION NOTES CHAPARRAL WAY SCENIC RIDGE D�. LINE G o-LOCAL DEPRESS/OA/ STD. A/o. LD ZO/ 47 AAANH/OLE .STD. /VO. "Z REVISIONS: Wre APPROVED BY: 40' 0' 40' 80' 120 ¢/ CGIVG• COLLAR STO.No. M BD3. AOOtr7 CIAO ALTT�N.4TE 7 9 90 .I( J CITY OF LAKE ELSINORE SHEET 53 C//A/N L/NK FEKCEiF72 srRr/e. MB0/ LATE: ��D �/, NS THIELMANN R.C.E.25742 22 4l CArCW 84s/N-sr00%, cB/ao Av=ZB' GRAPHIC SCALE STORM DRAIN IMPROVEMENT PLAN G 4 —cATCp gAs/N- sra A,, cB/ao IV=Z/' FNEWP(rT 6 ASSOCIATES SCALE: BENCH MARK: (LINE "G" ) AIL STREET 25 SHEETS 59 HEADWALL R6R L4LrRANB STD. 9W. No.D".-•B r r fAArL�f»n�Aw+rA�QaafIW6 SCENIC RIDGE DRIVE of r'=ao'H. 5 a' 7AM/IW CIIY MO SfAlE..11Q N0 H4 iF BgY FpPp C7}1„19fE', SEE SHEET 1 TR. 20705 FILE NO. �—✓UA/CT/ON STRUCTURE 5777.No. ✓S 2Z9 BEACH,CA 92660 I(q)L/ I°=8'V. 7 -BEACH, G!!r o-MANNOGE 5T0/✓a. 25¢ NW9f.GMCMfI61fiSS.C.E.lim DATE W.O. FOR: F.B. TR 6 Z° I IT 4 /02,Scj 4,.-/azs:H p.59.7 m ✓•2/.05 .-,, V 26.27 /s¢o. `f' g'490.3 c/i. l/ 208P t Yn /$;' V =2380 f4./sac. U =20.64 f> Y I 'k. All _ .. t Y G 1440- gg s,b�q, f�, N 41 - , µS... .: EXIST GRWND OVER { .�. � ^1 C1:. _ _ y .. t :_ _ i - _ _ _ ._ b. "� t -. _. .-. Cr A)F PIPE + b - N I o O O SUA RCE OUEk - L F/NiSNE SuFFAcE 0.aP/ Pt�4ak' , vAru6HT o OF '0/pc g N6L 0 4-20 h a _ i n w co- r T � 4 s�0pz3 L _ a� R.U y __ _ $ T I ! V :.-. V 41 N �t p2 2 h Op i 7 ! _ ._ I 3Q6-.S +O.O 0 c'0 .. ^G Ui �"ro v w N ti N a V -- - 740Q ,� / - ,5�. _. - - s f4-p© \ ry - al� W W W T -- And r mK m y�W- : 7kIS E CtoR 6E✓er4 n o ob - \ MW o N oh N + o y 0 . H N N ti,. N 7C#s on/ SNsETZy T IO M n n : _ _ 3z&.09 L.F 4z" ece o n o a o w v - �. . . 20/66 L.A 42" R.C.P.. 1Y, ,04V vP.e .I . -_.. �0 Da!'. �AL TE<.f// E! -__. I ._ oR 6���d✓ `I-\ - cous7. t8ff 0 I. r9t T A'.v tTa CoNSY. 24 L.Ill ..- - --i--I--+ -L. T __ OR E./.V R AL r-6,6AI�T6 Ld/TN + - „ w"c.M.P.NZ )._ - I /,,4r!/E�T W/71Y Z Tyl6'E".t/!J 14"ll TW/CKSA/EO /NNE•2T;''' III .. : + /4DOD-/%i AGN. Vf�9.' -- - _ IALTE NBTE!✓/TH w46 ,¢ '- 7 20 21 22. 23 24 25 Z!o - g3 4+ 45 //+87. J L/NE G rLt 04. 94 END 3L"R.CP G S 53 H6AOwACL 1w cA newlS rTo. //sq•7.27 Ec. ASAPMACL 47 tALT,unir sTo 53 �� O.FG. No. OP6-B. 25f34.Db ENO 42"R.C.P• 1/1/7.//o c DEG AA,. OBs-B. t•IO.O;III M ti W. •30; We'av-9S� H,s„,x.=76, SEE 4�PAD/N6 iLAN,SHT.7 EC,u^./4l G y N SEE 4.CA0/N/y'OLAN,sNl.7. Q,T-1i1111 /D 1100.OJ .,, RL�RIDCoc cIR...•� MAK0 ' P.• /0' L 111 0 98 c I III 23t 37•04 .vet SCEN(G RIDGE OR_ Q lb4 W. HOSPITRLYI`/ LRNE. SUITE 1-R � h 59N RED.NREDIUb� CB R240H I9wl eTD•Rrs3 �[• � O[ � �' U N ^ y U1 I i�N Od• � II .��`� tp to`�S � D \ to Tilt IMPROVEMEARS SHOWN ON T*95E PLANS N' U I 4t y V HOVE BEEN CONSTRUCTER N SHBSTPMTIpt X R� ti'WWti h a•'�dm II T av \t CHNFOE-m Ats TH E 9LPMS, N V' S 'r �41Z I� V .I b Ct y. ku 1 t v \ vl Ip' 1 i m `� �a h t "'-g� h 0 O K eF Q .� I'I ;i A v N Y l o x ¢ szioz Lu /o � =7 �..\ \j\(' R. LYN PRRICLE. RCE '195-10 DME _Z / ..' i• I - 7 _ _ ,�_- h a N r Ul 4v • SEE ENT \ l D 24f34.00 = /Of00.00 Q t ._.. DE6ILTING 15ASIN- \\ - ---2_ I � £ SEE DETAIL ON � ` III q \ u SHEET 24 �,.�,. �, ��/ . E�✓i i C •.�, _- - .S __ 9f µ�44 UNE �/ T � ^' 1 L/NET /F,86.00 4�/.vr. \ \ / , t -S#, ..- r ti 'i: / SE T a- SEE ATRIGHT SCENIC ' RIDGE D CURVE DATA i �� B+/6.Z0 ^BC. _ � SEE�AT LEFT R L T ( 57 coNsr. 6" CONC.COLLAR ALL AIb1ND PIPE al ROC K RI D G E C I R. ` a CONST To6" C.M.P.(IZ6A.) "xa- AA,� 0ti O 6S'ao'oa" 2z•SO' Z5.53' 14.34' o--CONST 7Z"C.M.F. RISER 0Z GA) PER DETAIL A"ON SHL Z4 /� XA p� yw• / \M ® /GD 50.00" /67.06' 54.94' 27.67' o-INSTALL v is RACK PER DETAIL ON SHT.24 RO� R,D E ( 1 R° i' 35(I o © 190 3/'68" 20fo.00' 70.18' 35,43' m r ab2�.0 7f6g.0o SEND 24" fzeP 2/D 06'37" ZZ.50' t I cre Pisee�t gSTA/L BeF 'W Sb' a, 22.50' 27.OS' 15.43 APPROVAL FOR REVISION 7 ONLY: dRAOr,VIj PLAT./, SVT.f. S2'l8'DO" 22.50' 20•S4' //.OS� Is EXTENDED AND RE-DESIGNED SCENICI RIDGE DR.ON SHEET 19 QpOFESSlpp4C F 6 A-/4347,6=/F31.2, C=/<Zd.2 LINE G 04'09'f0" SSy D0' ¢0.26' 20•l4' EXTENDED AND RE-DE51GNE0 LINE 'S"ON SHEET z3 Q40_,�pO R SC,P4 Ay O=r028 Z, E-/•F33•Z r7 O P66ILTING BASIN DETAILS ON SHEET 24 h d 1 7P 95.6E ^'EC OH - 11°47'24" 554•DO' 114.00' S7-ZO' N / IS°4D'09" 554.00' 13H.4fc' 67,05 Z9O0 ADAMS ST. SUITE A2'S s". ND.25917 CSL ENGINEERING INC. RIVERSIDE G/i. 92D04 ��^•o- Z°28' W 554.00' 24,00' 12.00 .K E%P IZ-31.73 K 6Z°54'00" Z2.50' 24-70' /3.76; PREPARED UNDER THE SUPERVISION OF! CITY APPIroVAL: s �p C 76'43'24' 22.50' 30.13, /7.Bl � Ste„_ 6.5-91 _'V,(� p-r/-/i f� f I CPI\f0�`a SCENIC R 1 CONSTRUCTION NOTES '69' R ICHARD A.SG ANNI RG.E•Z7717 Cl'• .R�G.E.ZE93;r DATE REVISIONS: APP'D DATE APPROVED BY: n �� � 40' 0' 40' 80• 12o o-JuNCr/OA/ STRUCTURE STD. No. JS ?27 LINE 6 REYISBO io -87 H•P- �ruuc CITY OF LAKE ELSINORE s"eeT 47 MANHOLE STD.No.252. AooEo G/oGAL71EA2NfrK f 90 'nRa 99NS THIELMANN R.C.E.25742 5/ elel.4E,e PEA? LG7A/L 8-4.R.AD/,uG PLAN, J-AffZ pur DATE: 7 &V GRAPHIC SCALE: STORM DRAIN IMPROVEMENT PLANS 23 COURTOR$ASSOCIATES "' ' I400 QUAIL STREET ThEx Rim Im ER'�)1'R'S7f1®RN OYY{.IAfAI-YIM IIE Afl�fWAIE CAYIIIIQb SCALE: BENCH MARK: ( LINE J�� & LINE ��G'I) OF 25 SHEETS a- CaNC- COLLAR, 9rD. No. MB03 Nor-- SUITE-145 ff AlNarcmuosrA>Eucs 4wwr�EwF �IHf. '"=40' H. ROCKRIDGE CIRCLE BI SCENIC RIDGE DRIVE 50 $l.LPPE AIUCHOR PER OL7. 5N712 R.crco.. STD. PRO. UNLESS 7I4W 752- 1 BEACH,CA 92660 - ��- "=6' V. SEE SHEET i TR. 20705 FILE NO. 33 Wq/N L/NK FENCE/ER S7ZtNe. M60/ 0r#eRW/SE STATED• MUF.s� M CITYBlIl9.C.E.409 DATE W.O. FOR F B. TR 15 Z. 1CO c✓,o=/0. g.,4G.Z 0�,.= 38.¢�f D,.,20./ �,s 4,-- 8.7 H zp_- 6G.8 If,a. Y /60.7711•/1- Y =3Sdo 1,2 6;3 ff/sac. V,,29.73{a./uo. V = 8 44 f4./se=. V. = 21.SG R./u=. V= Zg.95fi./sso. r k ti - t _: U 43 OO SVR a oUQ R F OF E1 ORF� aE ACE PE FACE'21RF OFiaEoo o _ Is H_4 IL384 /3ba;sNv• s 1360- / 40 a -I�9 #3D- - /¢oo 6 LN _ Ex/sr GND 7,9 G NLEI H.G L. - � � 14 I _ 4 ,� u�u Fc.cr,�T s_o.o ss � �1NJ• _ ,�-1 i-��� ''=�� � - 1-0 {-� <36P- /360 1340 - - I3M- 1420- I - - -- 478 f4f8 - /¢/E1 -- - 1380- q v � �3.z o� 4- oIN n T 4 N p -- n In N\ O N ti yo p� cj5 gip: n �� 0� +n •I- - _.�:1 .. _o h 0 .. x _...._ ..._..._. -. --_ --�-.- I ,. In a v /9Z.36 LF 36 RGP 7B" eC.R Z3.55 L.F 6.33 LE Z7 47 L.F - d3.53 IL.F 230. 25 LF / RCP. _ _ _ _ 1 _ 90 D Z000 D .. . /'/z`.>+AVIOVE --. 1750 D .-...- ..- 2000 D ;_.��.-.: : 2 ..---. ..--: 1_ !_.--�---' I :_-- �„ rw - -....__ _: ... _ YO 02 e.e RR /7z8"AiaJtCppE.e 30"R4P 30"RCP 'Z///'R.C.P : _.._ oop © ---.- ! 1..- :-_. _ !-- .. __t 1050. S, m/CFs.0 pP Hv6,E arr, 1 " Asir' „GS" _ . . /7a"T'a¢ �ouee - i0 io /0 - g _ 9 i0 io i iz �\ i0 it LINE '6 4' L INES 'G5" '65A" L/NE '622"' LINE 'J3" L/NE 'I�• � � \�` LINE 'A� SEE 5HT ZZ SEE- 51yT ZZ SEE saT ZZ SEE 5W7. Z3 SEE 51-'T 23 Z SeE sti7- ZD m -5EF DEBRIS`RACK I CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES ® VSFIIL NFKbPN \� � �pAYUGHT 1. Construction materials and method shall conform to the 12. Fly ash, meeting ASTM C 618, may be used to substitute for / latest edition of the "Standard Specification for Public cement u to 15 3 / ( p percent of cement by weight). When fly ash Works Construction", the City's Special Provisions and these is used, water reducing agents meeting ASTM Designation C -- 0090 .. plans. 494 will be permitted in amounts recommended by the supplier 1 IV, 1A and approved by the City Engineer. .O / -/ cQb 2;1 2. Cast-in-place concrete pipe shall not be used unless it is .'.••: ae , shown as an alternate on the drawings approved by the City No other admixture shall be used in any,class of concrete Engineer. without written permission from the City Engineer. tr - T ' o ��• / 7Z"DIA:•. `C 0 DAYLIGHT 3. Cast-in-place pipe shall not be placed except in the 13. The City Engineer may require drill holes at locations at I7ES ILTING BA51N DETAIL A -- J presence of a City Inspector. intervals he may select to determine wall thickness of the N G / _ pipe, and may require coring where needed to determine the GUT 6/0'• A OPENING IN `.CUT B pW:{1oLE5 - - M1gy 1 SCALEI I'�*40' 4. Trenching and backfilling shall be performed only in the concrete thickness and compressive strength. C.M.P. To ALLOW FE%C 72 ,q,, �,f6 A 1 rSEE SHEET 23 FOR 59JRM DRAIN CohtNEGTIoN of&,."CAL• ,6,-LI I f ` PLAN AND PROFILE presence of the soils engineer. G., 7Z°C44,F..CtiGA-) t 14. 1-foot concrete backfill shall be placed over pipe when 15 _ 5. The minimum cover over the pipe shall be 3 feet, measured junction structure No. 2 (R.C.F.C.D.) is used. WELD STEPS Tb C.M.P. 12:I I 1 I I from top of pipe. 15. At the end of all pours and the end of each working day, the b FUTURE R/W PER' (& 6. Cast-in-place pipe may be constructed only in ground capable Contractor shall install No. 4 dowels, 24 inches long, 12- "C14P.. I8� IILN 1 ` TRACT 229o4 or unsupported from the bottom of the trench to the top of inch centers around circumference of cast-in-place pipe. I •!T• \ Vo the pipe without sloughing. The ground shall not contain trash, debris or bituminous materials. If rock is encoun- 16. Where shown on the plan 112-inch or 4-inch thickened invert," `" v A I FUTUR� tered, the rock shall be overexcavated to leave a 6-inch the bottom 120 degrees of the pipe shall be thickened by the G - / �•b // \ STREET minimum compacted soils cushion between the rock and the amount indicated. This is in addition to the thickness re- ! \ 4 - bottom of the pipe. When expansive clays are encountered, gaited for structural integrity of the pipe. b" 17 I PER TRACT ZZ'M4 they shall be thoroughly moistened by ponding to completely o� N / i 4' y expand the soils, and the moisture maintained until the con- VQv SEE DETAIL A..iy 22 Crete is placed. Backfilling with expansive soils is not MRPCO P-� �' _ po / \ �• permitted. Cast-in-place shall not be installed in areas IG4 W. U05NIPLITY LRNE.SUITE 1-P V ETAII.. A" _-. ,h°�'• where groundwater is above the bottom of the pipe. SUN SEINTkMIMb.CA 9240b 7Z••CM.P. RISER-N•T.S. ONE (A043 M6.1333 c�RO 7. Backfilling of the pipe shall not be done until the concrete 5C N1C 19196E has developed 80 percent of its design strength. No traffic TAE IMIOVEMENT'S SOWN ON THESE PLANS 8"DIA.%Y2" p IVF,-_ (including construction equipment) shall be on top of the UME BEEN LO-AmUCTEO 1 SUASTANTAL 6TFFL PLATE pipe until the concrete has attained its design strength. CpNAOLMAU(E 'To 1AESE M11Fy 8. Water densification methods for backfilling the pipe will � LACK WELD R aHT 2• . not be permitted. Mechanical compaction will be required. D. LT PA2VFC, DLE 1A51U DATE CAu Cole - 9. An is-inch lift of loose backfill "shading" over the pipe will be permitted 24 hours after initial placement, provided Q APPROVAL FOR TCEV15toN 7 ot4LY: B R1w o�eN-,/ _ _ - F-A�THWORK the forms are still in place at the time of shading. PpFESSIpN 7Z"LR -\, tilA i E%TENDED AND RE-DES14NED SCENIC RtD6E DR.ON SHEET'15 Q + e FbET `' _ / 9 When the engineer calls for thickening the soffit and/or the E%TENDED aND RE-DESIGNED LINE"6"ON SHEET Z3 p.,, �pDASC/�/f /" °WIDE%yZ 4 - 1 CUT•' ° r , e z es. 5' 4,500 C.Y he fol- DESG(LTING 6ASIN DETAILS ON 5NEET Z4 u '>ii C2O)e4 OARS x3t2" SIFEL 6lRAP lowing man shall be increased by placing lasblankettof con- a/ CSL ENGINEERING INC. RIVERSIDE CA. 2504 '`,� I e ,l'. IL. / J/ ` invert of the pipe, P Y fit g " LOtIC,CVEFI4.Y Sj. PACED \\ Z70O ADAMS ST.SUITE A25 �: No.2591Z i (., DAYLIGHT I Y P g E%P. 2-31.3 DE6RI5 SACK( PE TAIL. r. „� Crete of the extra required thickness immediately following PREPARED UNDER THE SUPERVISION OF. CRY APPRovAL: the pipe machine placement and beneath the polyethylene �/ •r. ArF TfpQ N''S' sheet. The invert thickening will be obtained by overex- �•�- -� Q- -•••-•-= 6-s-9, r :'-9! OF CRL .�i' cavating the trench and "shimming-up" the pipe machine RICHAKD A.SGWNNI R.C.E.Z5-J17 DATE: DATE: mandrel by the extra required thickness. REVISIONS: y AAre APPROVED BY: 40' 0' 40' 10. Concrete shall be Class 560-C-3500 (minimum) or as specified ((�� �'II� 47 otherwise on the plans. Cement shall be Type II or V as E✓C4"',o r" cV&erA, ZmeA VOi1tO,�NAO.Fik+•I.+<w BI 1 ° CITY OF LAKE ELSINORE specified by soils tests. A9 ED o/O a&Uril A1e-re 9 o t/. HIELMANN R.CE.25742 24 DATE: (0�10��- GRAPHIC SCALE STORM DRAIN IMPROVEMENT PLANS 11. The consistency of the concrete shall be such as to allow to �.�,NEWWCOURTONASSOCIATES am-PLMMITaff a was fW MUM JIMWA MWE PAM IIN SCALE: BENCH MARK: OF 25 SHEETS to be worked into place without segregation. The concrete SUIT QUAIL STREET 1"=40' LATERALS for the cast-in-place concrete pipe shall have a slump of SUITE 145 ff „UO/07 CITY AIO SIAIE CAkC AM H4E Elg]V-�� , 2±1 inches. 714 75 T BEACH,CA 92660 714 752-5719 WE SEE SHEET 1 TR. 20705 FILE N0. 1142f. MCITYF16RADA.C.E.41M DATE W.O. FOR: F.B. d7IA Vc le'71,41A­ FINISHED SURFACEi 4 OVER rL OF PIPE 6k7 4-4- 7 t I 7 -4---4- 41 c4 .11/00 L T 4 i 7- I .—. , '�� z � 7 L . . . . . . . . -4 0� 4- 77 4— -4-— L COA157-. 1�011BI TOTAL L 1-/,?cp g26.oo 7 4 _7 4 AA,972-` 41-1,V47-4-,dF- mis'E -pp- -T p i 10II 12 13 14 CURVE DATA a R L T 51'00'00' 135-00' IZZ 52' 65-94' 90'00'00" A 2-50' 35-34' 12.50' ,I,1k -rK#-T 00ut,1UAK,r oko /Y 'ER r 6 sr1f.1141, CONSTRUCTION NOTES ro D0911.17 A go 3 g0*C1O'00'A1 /-38.00' .0oPX AMC11095 NA 94rN! .4"llr 12 11y'7;,3f ­fc e5)-A1j_'R"15e 45rrqlz e OF awm'owl orz. 1 III zo 11 MATCH///_/AQ&' 9CI5 IV87-06'17�W//F. rH15 $,Vr 0A1 i II Rlg#;r QI 1Z /5.02. -9.0 �alID c 2-449"C.S.R A(5,FA )'C-R 1.?b77A11_�1601 MRFCO 6MA011V& PLAN, 5//7" Z. I64 W.HOSPIIAL17Y LRNE,5U RE I-A 14 -MR.00 8=/�7f.5,C-14 70'-5' SRM blivlmllulmb I CA 12408 (104) BI0-1133 TME 19PILOWN)EMTS S11M 013 THESE PLANS NAVE BEEN C)MS`Tt1IC7n 19 SUBMIMT11AL CON 5E_ft%�. �E�. 2- D. LVK—nvuvl KI 1,1510 Nwlt -LINE Q REVISIONS: APPROVED BY: 40' o. 40 80' 120 L /Y CITY OF LAKE ELSINORE JENS THIELMANN R.C.E.25742 25 i7COURTON&ASSOCIATES DATE; GRAPHIC SCALE STORM DRAIN IMPROVEMENT PLANS — 1400 QUAIL STREET SCALE: BENCH MARK: OF SUITE 14�5 71�CMAWSTAIELA14 AffllgffgOrffA�11 1 =40' V. LINE Q _?_5 SHEETS W ga r NEWPORT BEACH,CA 92660 8' E SHEET 1 TRACT 20705 FILE NO 714 752-5719 1 F mfl�.axe ciffiMmR.C.E.4289 DATE W.O. F B F FOR: I I TA S -1 . 1'45