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HomeMy WebLinkAboutTR 31792 - County SIP plans for Conard and Third - 14 pgs tY ENEWT PLANS FOR.- GRAPHIC SCALE �'ONSTI �6G'Tr A 900 STREET IMPRO "" OESCR/PT/ON - STREET IMPROW-MENTS OFJ�NT/TAES 1. IT SHALL BE THE RESPONSIBILITY OF THE OEVELOP£R/OWNER OR CONTRACTOR TO APPLY TO THE RIVERS/DE 200 0 200 400 500 CONSTRUCT MIN/MUM 0.10'THICKNESS OF A.C. OVERLAY COUNTY 7RANSPORTA77ON DEPARTMENT, PERMIT SEC77ON, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PER TYPICAL SECT/oN ON SHEET 1. 44,170 S.F. FORFORMED SA77SFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL R£GULA77ONSUDURING THE UF£OF WflHIN PUBLIC RIGHT-OF-WAY DEDEATED AND ACCEPTED FOR PUBC USE AND 70 BERESPONS/BLE �. ® CONSTRUCT 5,TYPE A-8"CURB AND GUTTER PER 4,435 L.F. CONS7RUC770N ACTM77E5 FOR THIS PROJECT. A00/AONAL STUDIES AND/OR PERMITS MAY BE REOU/REp. yy��,,gg�� D� a �g,g ���rrr ® p RIVERS/DE COUNTY STANDARD NO 200. ID � ( I r o,// gam®. s7y� 2o arr or y �A° SWORE) ® CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 24,J95 S.F. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, ANO RELOC4770N R 9 !/F1 G' B•C'i' 0 E1a666���999 666G5m II NO. 409, 4 THICKNESS. COSTS OF ALL EXISTING U77LI77ES. PERMITT£E MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 �/C SIGNAL /MPROVEM£NT5 PER ® CONS7RUCT STANDARD CROSS S GUTTER T ER2PER RIVERSIDE COUNTY 1,570 S.F. HOURS PR/OR TO BEGINNING OF CONS7RUCT/ON. PHONE• (951) 955-6790. M.S. 4036, LP. 050115, SEPARATE �\ , � � I 4i ❑5 CONSTRUCT ACCESS RAMP PER RIVERS/DE COUNTY 10 EA. SET, C4L77Z4NS PERMIT \ __a STANDARD NO. 403, CASE A". 3 THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. NO. OB-OS-6-SN-0673 �` W---` L i y � © INSTALL STREET NAM£SIGNS PER RIVERSIDE COUNTY 1 EA v `� ^/ - `I I I'. ✓ STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSFORTA77ON DEPARTMENT IMPROVEMENT STANDARDS AND SPEC/f7CA77ONS, LATEST ED177ON, COUNTY ORDINANCE NO. 461 AND SUBS£OU£NT �� J -)- C-------I ✓ 7 CONSTRUCT DRIVEWAY APPROACH PER RIVERS/DE COUNTY 15 EA, 7.7.Ih'1YO..2547r9 STANDARD NO. 207.. (WIDTH AS INDICATED ON PLAN) AMENDMENTS / ALL UNDERGROUND FAC/[/TIES, W/TH LATERALS, SHALL BE IN PLACE PR/OR TO PAVING THE S7REET, INCLUDING, �'y ^^.r -C:: A P/Y - / \ ® REMOVE EXIST. A.C. BERM. 1,571 L.F. 5. �/ �� � I �--- - � y 615LF. BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. ••� �� )'� �-\ �, .�` I: I ;3•g7;33YJ-(J20 --7 I ��( ❑9 SAWCUT EXIST. A.C. PAVEMENT. ` y --J r r )0 CONSTRUCT CONCRETE DITCH PER DETAIL ON SHEET 2. 7B5 L.F. 6. CURB DEPRESSIONS AND DRIVEWAY APPRO,4CHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY �, �� �� �� ...,�� STANLLWD NO. 205 AND/OR NO. 207, AS DIRE07FD IN 7HE FIELD. • ' EN CONSTRUCT LOCAL DEPRESS/ON PER R.C.F.C.D. STD. DWG. 2 EA a>` ^. ZRA�r N� //2�. -LX/ST. DIRT I No. LOzo1. � � v I � DADS I cAa/OFN r----� 7, /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL .G� T --- C ' I _ CONSTRUC770N, REGULATORY, GU/DE AND WARNING SIGNS W/7H/N 7N£PROJECT UM/75 AND/75 SURROUNDINGS TO { \ �� CONSTRUCT N S A.C. OVER A.B. CZ. //PER 7YP/C4L SECTIONS A.C.: 11,52 TONS I. I �- AND TAB[£ON SHEET 1. BASE.• 1,525 C.Y. PROVIDE SAFE PASSAGE FOR ONE TRAVELING PUBLIC AND WORKERS UN77L THE FKAL COMPLEDON AND �1 14 R£LOG47F EXIST. STREET NAME S/CN 2 EA. ACCEPTANCE OF 7HE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR RENEW - --1 I -- - AND APPROVAL PR/OR TO OBTAINING AN ENCROACHMENT PERMIT. �\ Lt GRIND EXIST. A.C. PAVNG TO PROVDE SM007H 7RANSMOW .i / 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL 1F575 MAY BE TAKEN AFTER ROUGH GRAD/NG TO ` ` \�\ , `'� �� �W_ ,�I_ C jQ/en= 4.0 C.F.S V , (\ .' I y CONSTRUCT 6`TYPE D"CURB PER RIVERS/DE COUNTY 55 L.F. DETERMINE 7HE EXACT STREET SEC77ON REQUIREMENTS USE STANDARD NO. 401 /F EXPANSIVE SOILS ARE FOUND)'IRON P/PE'•AT �� Ora p 144 CF.S. Ofo=28 C.F.S. \,\ I STANDARD NO. 204 ENCOUNTERED. CENTFRLAF/NT£QSEG7A7N✓ - DESCR/PT/ON - STORM DRAIN IMPROVEMENTS 9. ASPHAL770 EMULSION FOG SEAL SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF (NO TAG)PF�R ,�\ `� I r1 F'/y �� '\ \ \� ® INSTALL 18"R.C.P. STORM DRAIN CLASS N. 302 L.F. ( ) TRACT N0. 11283 771E ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A R47F OF 0.05 AND 0.03 \ `� ^� ` `. ram_ 1• :3"47�:33D�D13" \ Oro H 1.1 GFiS:. \ r INSTALL 30'R.C.P. STORM DRAIN(SEE PROFILE FOR D-LOAD) 385 L.F. GALLONS PER SQUARE YARD RESPEC77VELY. ASP64L77C EMULSION SHALL CONFORM TO SEC77ON 37, 39, AND 94 _ ______ ___I.. B ) 7R✓1 C7/YfL d 17.91 OF THE STATE STANDARD SPEClF 04TIONS. ,'7,' ` `� ,' _EET \ 4 CONSTRUCT MANHOLE NO. 1 PER RC.F.C.D. AND W.C.D. 2 EA �� ) . JL THIRD .STR 1 ® STD. DWG NO. MH251. 10. STREET LIGHTS SHALL BE INSTALLED/N ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. \`,i� �� `� \` �v� i �� , - -�\ \ CONSTRUCT✓UNCTION STRUCTURE NO. 2 PER R.C.F.C.D. AND rcn= 1:7i C.F.S __ 1 ® W.C.D. STD. DMG. NO. ✓5227. 4�• i 1. AS DETERMINED BY 7HE TRANSPORTATION DIRECTOR, 7NE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD < ^ ` IOro= Y.1 C.F.S. \ �' I r� \ ® CONSTRUCT CURB INLET PER R.C.F.C.D. STD. DWG. NO. C0700. 3 LA. IMPROVEMENTS 70 CEN7ERL/NE, AND MAY BE REQUIRED TO RECONSTRUCT EXIS77NG PAVEMENT, INCLUDING 64SE, �\ y/q,(y�•.y AND MATCH/NC OVERLAY R£OU/RED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASS/GNED TRAFFIC / ,',r' ~ �-- \ ® CONSTRUCT RIP-RAP PER DETAIL ON SHEET 4. 6 C.Y. > A.P.N. PORTION OF WA7ERFORD INDEX. `� `\`� , i i STREET SHOWN ON CONSTRUCT SINGLE HEADWALL PER G4L7Rms S7D. PLAN NO. D89. 1 EA. \ \` 7itJ=d3J-0 2 �--- 12. ANY PRIVATE ORWNAGE FAC/[/TIES SHOWN ON 7HESE PLANS ARE FOR INFORMAAON ONLY. BY SIGNING 7H= `\ `� ,' ,' ' ^ ' PLANS FOR C/7Y OF IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FAC/[/TIES/S IMPLIED OR INTENDED BY THE I 7 ----I CONSTRUCT CONCRETE DROP INLET PER R.C.FC.D. STD. Y \ i i i �\ 7 , , -- -- -----� lcn=129.t5�� I---- I. / \TRACT NO. J1792 ® DWG. NO. CB100. 2 F.4. RIVERSIDE COUNTY 7RANSPORTA77ON DEPARTMENT. i I i \ Oro- 19.2 . . ! -� /✓ FOUND 1'/ROANP/PE AT , , , � I I 13. CONSTRUCTION PRO✓EC75 DISTURB/NG MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE CENTERLINE/N7ERSEC770N i �� „ I \ 7�,` / (NO TAG) PER i'i� ` I I \ y/ / / 1. ALL VALVES AND MANHOLES SHALL BE AD/US7E0 TO FINAL STREET FINISH ELIMIN477ON SYSTEM(NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A N077CE OF INTENT(N0I) 777ACT NO. 1128J ' < ' �� - I I I v / SURFACE PER APPROPRGIJF PLANS WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB)AND PREPARE A STORM WATER POLLU77ON iiL ��� 7/ __.----U \tea /� ��� 1 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT LOCATIONS PER THE PREVEN77ON PLAN(SWPPP)AND MONITORING PLAN FOR THE S/Tf. Y / -- I _ ./ WRIER PLANS 14. PR/OR TO ANY CON57RUCAON, THE DEVELOPER SHALL PROVIDE 7HE COUNTY A COPY OF 7N£N.O.I. WITH A t`� / r// �� ��DyOl ^ s \ /a Off° is Ap �! M VALID W.D./.D. NUMBER. -i � L--- �\ %//� LEGEND 8JA'" A��t�r� I/ s®o� ®d® 9'/h9 ®�� 15 7HE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLA77ON OF ADDITIONAL SIGNS AND MARKINGS NOT ,g® T.C. TOP OF CURB 700- EXIST. CONTOUR INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ALUACENT TO THE /N FL FOP OF ELEV. �100-_ PROP. CONTOUR PROJECT BOUNDAR/ES, UPON THE REOUEST OF THE DIRECTOR OF TR4NSPORTAT/ON OR HIS DESIGNEE TO IMPROVE INDEX AA.�I� /.. CrEND �`�'�R T.G TOP of BREAK PROPERTY LINE 7RAFRC SAFETY ON 7HE,TOADS UNDER JURISDICTION OF 7NE DEVELOPER. 1�� G.B. GRADE BREAK DAYLIGHT LINE SHEET LIMITS F.C. FINISH GRADE 79 SHEET FLOW RATE 16. EX/S77NG STORM DRAIN PIPES/CULVERTS(WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, R.G. ROUGH GRADE GRADED SWALE OR JUST IN THE PROJECT VICINITY)MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND SHEET NUMBER F,S. FN/SH SURFACE -------T,- CEMERLJNE ACCEE/PyyTAABL/Es AAS DIRECTED /�BY p7ME TRA4N�S+POORTA7777ON DEPARTMENT. SITE INV. INVERT OF DRAIN - �� Q - SWALE HIGH POINT NCJ/®1sG /® 1.0®9®/®I9 N I®ITT.' PROPOSED S7AEET LIGHT AVENUE SUE I'• PAD ELEYAAON FUBDRAI !` VE CONARD- F.F. FIN/SH FLOOR£LEY. ��S✓ SUB72VN G.F.F. GARAGE FNISH FLOOR 0\ AREA DRAIN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB S17F CONDITIONS DURING p®�"�° ®�0 ®�p ,® ®g /° ®g�° .o� B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 7HE COURSE OF CON57RUC77ON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS R-VAL4Aa^'"' °" 92 F.°-°MEAT/ SIE �®®lC°°" RAMSGATE E.V.C. END VER77CAL CURVE TOE OF SLOPE REQUIREMENT SHALL APPLY CON77N000SLY AND NOT BE L/M/7ED TO NORMAL WORKING HOURS'AND THAT THE CLASS/l CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL STREET STAl10N R-VALUE A.C. 7NlCKNESS Ty/Rp ST PA POINT OF/N7ERSEC770N RETAINING WALL BASE THICKNESS $ E.P. EDGE OF PAVEMENT FIRE HYDRANT LIABILITY, REAL OR ALLEGED, /N CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR � 00017Y/CITY ®' LIABILITY ARISING FROM 7H£SOLE NEGLIGENCE OF THE OWNER OR 7HE ENGINEER. COA64RD AVENUE 79*00.00 27 0.25' 0.50' r LIM17S T.W. TOP OF WALL ELEV SOUND OR SCREEN WALL T.F. TOP OF F0077NG£LEV° d ro DEEPENED F0077AIG THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U71LlTlES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED D.F. CO/YARO AVENUE 21¢40.00 21 0.25' 0.58° SSµ�N DEEPEN F0077NG �aF' ° °pF WATER METER BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, ]MERE ARE No IX/S77NG UTILITIES EXCEPT THIRD 57REET 13*50.00 16 0.25' 0.67' '�ZG� �' L. LENGTH CATCH BASIN AND LOCAL DEPRESSION THOSE SHOWN ON THESE PLANS 77AE CONTRACTOR/S REOU/RED TO TAKE ALL PREC4U770MARY MEASURES TO PR07FCT 2.0'MIN. OVERLAY AT 0.10'MIN. DAY. DRIVEWAY DEPTH OF REOD OVER EXC4VATI0N 7HE U77LI77ES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 7MESE PLANS AND/S RESPONSIBLE FOR THIRD STREET 17*00.00 8 0.25' 0.75' THICKNESS OR AS DIRECTED 3'O.X. THE PR07EC7701V OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. THIRD STREET 20+30.00 21 0.25' 0.58' /SAWCUT 1.O'M/N. INTO N.T.S NOT TO SCALE qua_4.0 C.F.S. INDI047ES 10-YEAR STORM FZOW C y P.U.E. PUBLIC U77LITY EASEMENT EXIST. PAVEMENT a oroo-6.7 c.F.s. /ND/G47FS 100-YEAR STORM FLOW THIRD STREET 24t25.00 6 0.25' L7.79' 15 O STREET TREE ALL RETAIN/NC WALLS SHOWN ON 7MESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER 9R4� QP� �o STREET LIGHT SEPARATE PERM/T. E, EXIST. E.P. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO 7HE ENGINEER 1. ALL SECTIONS SHOULD BE PROPERLY 7RANS/TIONED. •� ®,q,g CANTOR C-- EX/S77NG S7REET LIGHT NEW PAVEMENT �/ -N r- b i'4� RAILROAD PAYING L�GEN� PR/OR TO COMMENCEMENT OF WORK. 2. PREPARQT/ON OF ALL SUBGRADE, BASE ROCK AND ASPHALT CONCRETE SHALL BE IN ACCORDANCE WITH SOILS SEC770N 32, TOWNSHIP 5 SOUTH, ENGINEERS RECOMMENDATIONS. OVERLAY TO PROVIDE RANGE 4 WEST INDICATES PROPOSED A.C. PAVING N07 TO SCALE SMOOTH 77Z4NS/770N NOTE.• NOTE° - _ R/w s0' R�4 SOILS R'VALUE PER LE77ER FROM THIS PROJECT IS TO S477SFY CONDITION ® /ND/C47FS PROPOSED OVERLAY NO. 90 IN 77AE CITY OF LAKE ELSINORE GEOSO&S. INC. DATED NOVEMBER 8, 2005• - - FOR TRACT No. 31792 - INDICATES PROPOSED CONCRETE SIDEWALK IX/ST. A.C. PAVING to' 20' 20' ' ®ETA/L �A`� B' R/W 80' R� NOT TO SCALE ¢ SASS OF 9EAIP/NG. 30' 30' R/W 60, o 9 THE 845/S OF BEARINGS FOR 7HIS SURVEY/S STATF PLANE 1 ' 20' 20' f0' 3 I - _ COORDIN47E SYSTEM, ZONE 6, NORTH AMER/CAN L7ATUM 19B3 30' ¢ 30' Z' - I '• 3 t( AS DETERMINED LOCALLY BY THE LINE BETWEEN N.G.S. CORS TTFF STA77ONS PILL"AND PPBF', 807H AS PUBLISHED ON N.GS. DATAM &A I T� 7�� p�¶Q 6 8 1 6' EXIST. GROUND UAL/7Y TRfNCN ? SHEETS BEING N202341'W(2000.35 EPOCH). L� I I Jp 1 B 10' 20' 20' f0' IX/ST. EDGE OF PAVEMENT 111111�\(1\` \\ ?. 2.OX :'r EXIST AC AN SEE DETAIL 'A' VAR/ES 9 9 LB" VARIES A60VE 1.50$TO 2.44$ RECOMMENDED FOR ' 3 `� � ?� ?� y 1.17$70 2.50$ CAILTRANS PERMIT NO. 06-05-6-SN-0673 ' ND7E.• SEE SHEET 6 FOR CROSS SEC77ONS ^ APPROVAL 2 - I - VARIES- - 3 fief 2.0$ IXAST• GROUND ®NA�® A I®EN`IE INDEX OF SHEETS DAIL TWO WORKING � 1.50$70 2.50$ tax ?` 2 2 I / FROM STA. 17t0000 70 THIRD AV£NU£ SHEET N0. DESCRIPTION BEFORE DAYS BEFORE U7TLITY VAR/ES MODIFIED GENERAL LOCAL PER COUNTY S7D. NO. 104 YOU DIG YOU DIG TRENCH EXIST. A.C. PAVING 1.50$TO 2.33$ - 3 DESIGN SPEED =35 MP.H., T./.=50 1 TITLE SHEEP AND INDEX MAP ® e, ®® CONCRETE DITCH N g�® 7� 2 CONARD AVENUE STREET IMPROVEMENTS DATE C®NAR Q A 1FENQ•1� PER DETAIL V71tflY TRENCH/ 2 rr�rR® 9 2 NOT TO SCALE TOLL FREE 1-800-227-2800 3 THIRD AVENUE STREET IMPROVEMENTS CHECKED BY FROM CENZIRAL AVENUE(STA7E HIGHWAY 74) TO STA. 17400.00 ON SHEET 4 MOOIFED GENERAL LOCAL PERCOUNTY STD. NO. 104 4 THIRD AVENUE STREET IMPROVEMENT A PUBLIC SERVICE BY MOD/FED GENERAL LOCAL PER COUNTY STD. NO. 104 DESIGN SPEED=35 MP.H., T./.=5.0 � 5 STORM DRAIN PLANS UNDERGROUND SERVICE ALERT DATE DESIGN SPEED =35 M.P.H., T.L=5.0 NOT TO SCALE 6 CONARD AVENUE CROSS SECTIONS NOT TO SCALE 2 NOTE: BENCHMARK: "D-307-1935 ELEV. 1423.25E SHEEP NO. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEERBB& ELEV. DATUM) I.P.N®° Oa�O11J � TRANSPORTATION DEPARTMENT OF ESS(p PLANNING LNGINEERING SURVEYING J4 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS geROF E55/p pR N4 3990 Ruffin Road,Site'120 ATCHISON, TOPEKA AND S4NTA FE RAILWAY STATION ATSHALL NOT ENCROACHMENTMENCE PERMIT AND/OR A /�O A9 p'OT N9��\l APPROVED BY: �o 2 neCi6g0o,C41B2923 JUNCTION OEtSINORE F STATEEH16WWAY 71 LEAD/NG COUNTY 1.5 MILES NORTHE4Sr OF NORTHWEST OF M.S. 40$0 / ��t V N �i�� ti` A. 0 CORONA, 167 YARDS SOUTHWEST OF HIGHWAY MILE POST 37, STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. �y 7 /p F z asasaaa�s�F.-�x CONARD AVENUE AND THIRD AVENUE m J 7� SC( ` o m 72 FEET NORTHEAST OF A HIGHWAY STOP SIGN ON THE SIDE�,� N0. 33950 I w No.53526 m ROAD. 54 FEET NORTHEAST OF THE CENERUNE OF STATE @q� The private engineer signing these plans is responsible/0I assuring the accuracy a EXP. B/30/OQ A y HALED OTH AN .C.E. 33950 EXP. 6-30-Os DATE a E,o•6/30/07 A - HIGHWAY 71,AND M FEET NORTHWEST OF THE CENERUIVE TITLE SHEET OF SHTS. --- f/ Pf�PMED R.C.E.NO. 535Z6 OF STATE HIGHWAY 74.A STANLd4RD DISK,STAMPED 'b-J07- and a approval of the design hereon.to the event of eeecrepall es arising alter SBiO I.8•oT RE4/SED SHEETS Z.S,AND 6. 1 ��ua c� s,, O1vI� �y � 1935"AND SET IN THE TOP OF A CONCRETE POST. FOR: W.O.: COUNTY /T county approval or during consln/ctton,the private engineer shall 6e responsr6fe MARK BY DATE APPR.DA l�9p c/v I t. - i- s �'• for detar fining an acceptable solution or revising the plans for appova/by REVISIONS \\\\F OF opUFO �- `Su of CP�tif� SCALE: LENNAR HOMES FILE N0. the county. ENGINEER COUNN \\����� RECOMMENDED BY: - DATE MARTIN W.OHMSAEDE R.C.E.53526 EXP.6-30-07 DATE H; 1°-200' V; N/A �2g g�1-3-07 63512/45 DWG 63514.10 ..... ..... _P,V -Ij i+ —J, ------ ------ 71 F _T_.7 17- II-- -'-----_1_: F-t I Pp.V S U I. 4b A _�F. _j_j -1--l-J­- (3 7 -- 7' IN ad •M r4 cs T'K M k: Ci ro li 6z -010r.GROUND.AT Im R u. IN OF I ww c.NMI A,* Af4rCH DIIIST W A.C. BERM ro '0 EXIST. 'ST�r ei _J IS J T CZERIJIIIE' iz_- 35— MST :to ;i17 fj r Ar P.Vz TrA -0 P-RI. .6 V A 1r20.0DL­_- 14 q MJ 214 PAvedW mwp 14 I lob Vai — ------ PIV/. Z1. # f2 _cJ Qj(S 1! 14 "r 7 9.78 T-Cj RI�HT j2- _3,5 ti 64 5 Iz F4 ti & A 7i* EXIST GROUND A 7' !A cj FOO OF CURB TOP OF CURB L07 c4 HT - 129 N I-z 'd 4 fix q F­,.- -T .. ....; III ...... .... ......... 'Y _77 ELI I _-T-7 I I I I I I 1 4 I F d _�L; �o I 1 1 20 WS 4! PER nmr Na '1 6: 5 Ik �J ois I. kff. C, X CIA a:; Nye 4 rz ; 1 7 9 — j LXST RI'W PER % i Z I-,K L� 1,4 ew w a I Ewa A: Q1 INSTRUMENT NO. 1531,V Q. cv cs Q 19M1: aN RECORDED 9-2- 2j" E�L I r -OHL— uH 0I. 22 1 V 2 (A k4 r ——— 3 h Q %H "Ift -D(IST R11W PER Gi � INSTRUMENT NO. 1531,439 x, j, 44 ts �! RECORDED 9-2-1982 N, Q hp W '—K ikl( in k6 O Nt c*qti cj �Riz,iz X—i L 7 E,� � 8 I�P: t, t1l" DA TABLE c ti ---------- ----------- 14 Q� F5 p® �U� w e� k 1� I Qi 114 0 RADIUS LENGTH r4NCDVT Q28MAIA02 A C4 1 NAVOIX12V 28 56' — CWSTRUCTION NO TU Q01VSTRUCT101V JVO TFS 2 N4617'09'W — 162.00'we — 3 [Z] CONSTRUCT MINIMUM 0 10'THICKNESS OF A.C. OVERLAY CONSTRUCT 0.25'A.C. 0 WER A.S. Ct. I/PER TYPICAL 39.27' 25.00'25.00' - PER TYPICAL SECTION ON SHEET 1. SEC77ONS AAD TASLE ON SHEET 1. EXIST- 4 0001' - 39,27' -fa 00 aRltbi;ND go CONSTRUCT 8'TYPE ;4-5'CURB AN9 GUTTER PER STANDARD NO. 200 RELOCATE EXIST STREET NAME SIGN 5 N4j6V'17 J74.00' R&ERSIDE COUNTY ST W GA-LERT RECOMMENDED FOR 6 8959�W' 2500' 39.27' 25.00' CON57RUCT SIDEWALK PER RIVERSIDE COUNTY STIMCKRI9 25.00' -7H APPROVAL 7 90'00'01' 25.00' 39.27' NO. 401, 4 ICKNESS. 8 A146771091W — 484.12' — CONS CROSS GU77ER PER RIVERSIDE COUNTY DAIL Two WORKING 9 90100'05' 2a00' j9.27' 25.00' STANL14RD NO.�5 209 AND 209A. OR BEFORE DAY.BEFORE — CON57RUCT ACCESS AMMP PER RAETSIDE COUNTY AV -3:470-C-2000 CONCRETE OR 0 CON OLJ DIG YOU DIG 10 89,591551 25.00' jq.271 25.00' STANDARD NO. 403, CASE i4 =H SHALL HE MAINTAINED 3 2500 PSI AIR PLACED CONCRETE Y( 11 N46'1 7'09 V — 923.76' — ❑ CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY BY THE PRIVATE LANDOWNER WITH I r12 x I t12- 17 GAUGE s7zlcco NETTING TOLL FREE 1-800-227-2600 DATE CfJVT_rRUA(f' DArA MBIE 12 87'30'38' 25.0--jFI8* 23.9411 STANDARD NO 207 (WIDTH AS INDICATED ON PLAN) GRAPHIC SCALE �SFA�RING I R401US I�Nl ?VT _248-8 A PUBLIC SERVICE BY CHECKED BY 13 89W31' 25.00' _jg�fj' — REMOVE EXIST A.C. BERM. rA-"\Dr;rAll C01VORf Wc DIrCH UNDERGROUND SERVICE ALERT DATE I N46-17-0.9-W I 113IZ12'1 14 NAF1710.91W — _F82.86' ___ NOT TO SCALE 40 0 40 80 120 - ­'1O'W — 27.89' SA WOU T EXIST. A.C.A C. PAVEMENT.T 2 V—) SB&C3- BENCHMARK: "D-307-1935- ELEV. 1423.258 I.P.NO. 050115 SHEET NO. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER (1929 DATUM) — rss PLANNING ENGINLERING UURVEYING J.4 MILES NOR7HEAST ALONG STATE HIGHWAY 74 FROM THE I L I I L F Ll I J V, 10, WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT 39BO Ruffin R.ad,Suh-I M ATCHISON, 70P�W AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN SLqNORE RjW"?SIqE SANTA FE FAIL WA Y SrA 77ON A r 2 APPROVED BY: Son Diego,C..92123 COUNTY, 1.5 MILES NORTHEAST OF THE M.S. 4036 ENCROACHMENT PERMIT AND/OR A �6.7 N' BBS-580-11141 JUNCTION OF STATE HIGHWAY 71 LEAVING NORTHWEST OF CORONA, 167 YARDS SOUTHWEST OF HIGHWAY MILE PO5r J7, GRADING PERMIT HAS BEEN ISSUED. 4 858-580-8 57 P.. STREET IMPROVEMENT PLANS o (a&/0(2 72 FEET NORTHEAST OF A HIGHWAY STOP SIGN ON THE SIDE CONARD AVENUE N.1153526 Raw, 54�=IVORrHFAST 01'THE CENTERLINE OF STATE The prWe engineer signing these plans is responsible for assuring Me QCCUW EXP.6/30/0 OT!AtN^C.E. 33950 EXP. 6-30-04 DATE E.O.6/30/07 HIGHWAY 71,AND 38 FEET NORTHWEST OF THE GEN7FRUIVE OF_ SHTS. . �5 mq BY and acceptability of Me design heron.In Me event of discrepancies arising alter 1-3-07 AIEVISEP CENTBRLINE PROFILE. R.C.E.No. 53526 OF STATE HIGHWAY 74.A SrANa4RD DISK,STAMPED -D-307— =S84 1935"AND SET hV THE TOP OF A CONCRETE POST. FOR: W.o.: COUNTY mnty approval or during consbuction,the private engineer shall be responsible FILE NO tar determining an acceptable salidbn or revising Me plans for approval by MARK BY DATE REVISIONS PR.NE LENNAR HOMES the county. Or CALk T_ Prrr)mmrmnrrn Ry, EXP. 07 DATE SCALE:H: 1 ENGINEER DATE MARTIN W.OHMSTEDE R.C.E.53526 6-30- 9-07 6LY512147DYIG 63514.10 J 0WO V P. -V 1� II W- q ; I . --_Q_ _u_j -J -.1- _.-L J-1---j------ ------ —04 --rj­ nItC 7_1 A c— F-4 777flfl 1350 7 7 &72-rza. L -I kT If W.22 1, 1 22--f- J­- j .IMIA A 1 .7,1 ral '4 ......... _Lw V� 71ILia J., ...... ----------1 I : i P. 484120.00 347.88 94 4F 70 T. T. �. ! = - ,Q 14 QJ 7�11- -4 . I I. I ---!-R I -'��Ni'-A r Ie CURB,LEFT cd FOR',CURB 1350 FI �2 -2.6 nok 7 2'2 _P -1 �--'-20 P. A. 1 .77 1 u 0- t J 'wK _5 +44 1 4 q L.J ad Q u u g- A A =9.80' r C. RIGHr u U 4 —1350 Q OF CURB RMsM ` O .. j _. AT a ex. J35— 'Cii1k0l % ;g P rop 1 0­1 OF;CI)R8 R167YIV. DIR A i. J. mr, embr. Do J_J 4- 0=5 law 41 1 1 111W 10di I—,.......... ­.-1 1. . - I 'i�1171z� 21 17 1 1 J III 4 !",..1 J ?4 1 J1r Is cS �40& i . I-ENT - URB DA DATA TA& N A NOTARIZED LETTER OF PERMISSION ACCEPTING THE A,18VRING RADIUS LENGTH TANGENT ARW 0 SLOPE CONSTRUCTION ON fXE COLIffil R DRAINAGE r 0 NSP IN S '48T — OR54 70IN DEPARTMENT I N4X42'48T 5&81' 47 5) i mx42'46"E — 288.j7' -12 4 Jr f-005. �4 A 7'7HE RIVERSIDE TRA 2 N4X42'481E 288.30' — 00' 261,28' 1JR42' PARCEL 80, a4L-E OF LETTER * 48'46'58" 320. 3 Nf4X4248 43.07' — * N89-JO'16-W — J7487' 7 AW46 300.00' 24495' 129.77' 347-330-002 APRIL 4, 2008 WASSON CANYON INVE57MEN7S 4 N89'JO'l 6 V - J74.87' — 5 AM'-V'181V — 374.87' — CS 347-330-014 APRIL 4, 2008 WASSON CANYON INVESTMEN75 5 46-19'36' 280,00' 228,40' 119.80' c, 17 347-330-021 M4 Y 19, 2008 KIMBERLEE 84RTOL0777 s 9o,4228" 25-00' jy.ml 25.31' A.jO.jV k: g 25.00' jy.22' 2 95' _7B 1! 347-330-022 APRIL 4, 2006 WASSON rNAMON INVES7HENTS 7 89*52'jj' 0 7_41L'48, 019, N43� Is 2 f 2�- 4J42Wir par musm DiRr Raw, j (NO ACCESS RE9115I -4o C) t Oil 11Z� ET 4- 14 L4 4uc M%?" L -R 'p RECOMMENDED FOR A., j\/ 1W PER DOCUMENT RECORDED JUNE 8, 2006 APPROVAL w AS RLE NO. 2008-0407911 30' N Q0AfSTRUCT10,V JV07-,1S (nA CS j 0 a'TYPE �1-6'CURB AND GUTTER PER IN cuNs7mmc7 SY DATE W N* RIVERSIDE COUNTY STANDARD NO 200 CHECKED BY rej N! I , CONSTRUCT SIDEWALK PER R114FR515f COUNTY STANDARD 4- No. 401, 4'mlarmss. 'K 21 CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY DATE I 1� STANDARD AD'S 209 AND 209A. I u LIZ CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STANDARD No. 4o3, cAsr "i' A.pp.Jy INS)ALL STREFT AIWE SIGNS PER RIVERSIDE COUNTY Q u STAIMARD 80. 616. MUPA- LURT In CONSTRUCT DRIVEWAY APPRa4 CH PER RAIERSIDE COUNTY T PROPERTY STANDARD NO 207 (WIDTH AS INDICATED ON PLAN) LINE(TYR) D TWO WORKINGI SAWCV7 DrIST A.C. PAVEMENT I DAYS 2. CONSTRUCT CONCRETE DffCH PER DETAIL ON SHEET 2 O BEFORE '1 0 11 1 t,0_4 41 CONSTRUCT LOCAL DEPRESSION PER R.C.FC.D. STD. YOUDIG DWG. NO. LD201. TOLL FREE 1-800-227-2600 N,* colvsmucr q25 A.C. OVER A.S. CL. //PER TYPIC4L SEC77ONS AND NOTES ON SHEET 1. z CRAPHIC SCALE A PUBLIC SERVICE BY I Z_t;t A. FOR STORM DRAIN LINE UNDERGROUND � %-�� J34-7— Y4 SEE SHEET 5 CONSTRUCT CURB INLET PER R.C.FCD. STD. DWG. ERGROUND SERVICE ALERT P. 40 0 40 80 120 BENCHMARK: "D-307-1935" ELEV. 1423.258 NO.,C6100. SHEET NO. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER SE3&,C) (1929 DATUM) I.P.NO. 050115 J=1 6L WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ESS PLANNINU LNUINLLHINL_� SURVEYING J14 MILES 1V0R7ToE4SrALONG SX17F HIGHWAY 74 FROM THE COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN 50�?, E SSSO RLffi�R—d.SU—120 ATCHISON, WEKA AND 5ANrA FE R-41LYIAY ST47ION AT 3 n.Or I APPROVED BY: 5—Ot.g.,14192123 ELSINORE,RWERSIDE COUNTY, 1.5 MILES NORTHEAST OF THE M.S. 4036 ENCROACHMENT PERMIT AND/OR A N 559-580-1 ✓UNCRON OF S?A7r HIGHWAY 71 ZIADING NORTHWEST OF SSS-5sasl 57 F.. CORONA, 167 YARDS SOUTHWEST OF HIGHWAY MILE'POST 37, STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. aa, FEET NORTHEAST 0,1 A HIGHWAY STOP SIGN ON ME SIDE GRADING 42.w 72 G N 3,39504 THIRD STREET OF 6 SETS. 6/30/0 10 . R240, 54 fFET NORTHEAST OF THE CENTERLINE OF SPITE The pAvale engineer signing these plans is responsible for assuring D OTHKA E. 33950 EXP. 5-30-Ol Dp.6/30/07 526 HIGHWAY 1,AND 38 FEET NORTHWEST OF 7hF_CEN7Z'RUNF — • PREPARED BY, OF STATE 7 R.C.E.NO. 53. ATE HIGHWAY 74.A STANDARD DISK, STAMPED 'D-JO7--��OR un�qwd or during conshI the private engineer shaft be MI 1935. -POST and acceptaI of the design hem In Me event of discrepancies P AND SET IN THE TOP OF A CONCRETE I,IkI CIVI'- W.O.: COUNTY. co MARK BY DATE 4 a�%" LENNAR HOMES FILE NO y for determining an acceptable solution or revising the plane for approval by REVISIONS COUNTY C �f DATE MARTIN W.OHMSTEDE R.C.E.53526 6__3 SCALE:H: 1'-40- V. the county. ENGINEER RECOMMENDED BY: D(P. 0-07 111 .10 996 1-3,07 6J512148.DWO 6351,910 .......... _77 tv S&L - L KKL NO,?c 00-0 --ml tj ------ 09 kn -R,I&ff A 7_ J__ L4__Js;_ N Oki, .,POh%T 3'1Ji Li — 1.7 ---------- L. -nIc— q J. J­I I 71 I RAM ............ -�PROPi J100 J__ P,V1 SrA MPVAV AT I OF CURB L.617 Let a --1 02 .9 TNa X AR FL. J 2ROP2 ZZ -A &AST;0 XWD J is ....... 00 j e.V1. S7A. j J­_ __jc._V 0 _7 I— ---—L I 7 F +1 _PIr cud_ww.A X ------ 7— V-DIA-IC 7�_ "AllAr L- i I gy xm 98 7_1 000 4�, 7- 1424 _7 1—1 j -I. j 14' ;)-�i�_11 71--H111111 F I— _J ..I..I...._.I., 23 �0 Q :4 Ln R, PER DOCUMENT In N, N as tl 'Do N rECIORDED JUNE 6, 2006 NO. 2005-0407911 _QJVSTRUCr10,V NO tc� 1i m CONS77?UCT MINIMUM 0.10'7HICkNESS OF A.C. OVERLAY AS FILE ILI: EASEMENT PER DOCUMENT RECORDED I" (b. DRNIMGE 6 • A PER TYPICAL SEC7701V ON SHEET 1. AS RZE NO. CONSTRUCT 6'TYPE :4-6-CURB AND GUTTER RIVERSIDE"COUNTY STANDARD NO 200 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD C4 NO. 401, 4-THICKNESS OHL 7 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUA17Y Z��RIW STANDARD NO 207 (WIDTH AS INDICATED ON PLAN) 2 10 CON57RUCT CONCRETE DITCH PER DETAIL ON SHEET 2. 14 �-_jEXISr A.C. BERM �2 25 26 CON57RUCT 0.25-A.C. OVER A.B. CL. //PER TYPICAL V SEC77ONS AND TABLE DIV SHEET 1. RELOC4 7T_D(IST. STREET NAME SIGN. 7 425 CENTRAL 42� A 111ENVE 4,14 CONSTRUCT 6'TYPE CURB PER RIVERSIDE COUNTY ZZ STANDARD NO. 204. TV (SrA rf 74) ZZ MAP NO. 75.Y17 8J 134 A 4NI9,30,16 .LENGTHa i 9'JO 89*56"4 C*4 y_T I I mcol 1 54.949y' 'B' A.�-.W .......FOR STORM AWk 1hVF I FOR STORM DRNN 1JNE_ �11' SEE SHEET 5 I I CENTERLINE DArA rARIE' SEE SHEET 5 1 1 r i I 'q STORM DR41N AND ACCESS I . RADIUS CWN7Y OF RIVERSIDE B.G.R. NO. 060049 Q EASEMENT PER DOCUMENT RECORDED JUNE 6, 2008 W AS RLE NO. 2008-040791 TEMPOliNRY DETEIfflONIWATER— _7� QUAL/TY BASIN AND STORM DAMAN PER WE ELSINORE WCT NO. 31792 A I R Ay BY THE HASSON CANYON HOME-OWNERS ASSOCATiON) -�47 0 MGA=LERT A90PER7Y Lm GP4DINO AND WATER BASIN MML A MWE LICENSE PER DOCUMENT DATED JUIVE 91 2005. AN2 QMRQ A VF" DTWO WORKING BEFORERECOMMENDED FOR U DIG APPROVAL TOLL FREE - _ZZ7_zt5QU CHECKED BY GRAPHIC SCALE A PUBLIC SERVICE BY pg UNDERGROUND SERVICE ALERT DATE DATE 40 0 80 120 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER &0 2 BENCHMARK: "D-307-1935" ELEV. 1423.258 I.P.NO. 050115 SHEET NO. (1929 DATUM) PLANNING ENGINEERING SURVEYING 3.4 MILES NORINFAS7 ALONG S7A7E H16HWAY 74 jWOM INC I E I c I IT 17 J, L cr,-Ni L —R,w, &6_ WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT SSA APPROVED BY: 90 Ruffin Road,Suite I L�O ArCHYSON, 70FEM AND SANIA FF RAILWAY S74TION AT COUNTY OF RIVERSIDE 4 SHALL NOT COMMENCE UNTIL AN Ban Diego,Ca.92123 ELS)NORE RIVERSIDE COUNTY 1.5 MILES NORTHEAST OF THE M.S. 4036 e5B-560-1141 JUNCTION OF STATE HIGHWAY 71 LEADING NORTHWEST OF ENCROACHMENT PERMIT AND/OR A 8513-580-Sl 57 P. CORONA, 167 YARDS 5O07XM6Sr OF HIGHWAY MILE POST J7, STREET IMPROVEMENT PLANS FAx 72 FEET NORTHEAST OF A HIGHWAY STOP SIGN ON THE SIDE No.b,5526 D, 54 FEET N0RrHFA5r OF 774f"CENMRI INE OF STATE THIRD STREET the p&de engineer signing these plans is mponmt*to assuring fhe accuracy EXP. 6-30 r DATE E /07 OF_§_ SHTS. GRADING PERMIT HAS BEEN ISSUED. 4�2�L �,Pl ND-�'/'1'1/51'f �1 (0t5/0TI-yK�/T. 33950 -uq WAY 71,AND 38 FEET NORTHWEST OF THE C01TERLINE ,l- . V.6/30 R.C.E.NO OF STATE HIGHWAY 74.A STANDARD DISK,STAMPED "D-307- FOR: W.O.: COUNTY and acceptability of Me design berm.In the event of discrepancies adding after C V11- A county approval or during construcliton,Me private engineer shall be responsible MARK I BY I D I APPR.I DATE cjvi�. 935'AND SET IN THE TOP OF CONCRETE POST. LENNAR HUMIE�i FILE NO. for netemming an acceptable solution or rMsing Me plans for approval by REVISIONS OF'CAOf ... SCALE: V.- Lhe county. ENGINEER COUNTY RECOMMENDED BY, DATE H- 6-20-06 83512l49.OWG 83514.10 I .ei C6 ............. 7" _J ILI 1-7 W Ill ..... --------- Ill OA D-J. ?S ................ SYCO.......... III I J-1 .1 t ..... ........ em, ....... ........ wI _Iolal V VE : III Nip ."w 4­:­ J. I......... it 'i 'r -ak _j YLLV�W I- I SPORM?W70W "A -T L -4-1 01 foo ........ n ................... ........ -4. J . all i.1 J­ OW .......... .......... .0 -------- .... ......... fA F2. t - I �0011?11il ORAL IIII. - --- ­ ­­­­­ ­-i- .,1'. 1 1-...1 .. ­. - I r'-­­-.i...­­'-­r...-- .. ­.. -.-- 1 ; 1 1 1 ­�.................... -77- OV100 J...........;.-J------- xi� L.F.1847 ACIP 1 41 M -DRAIA --Ill & J.- RCA -4 T Ll '0.7­1" L.F. JO'R.C. ip. 1 1 -I I ! 7 2 V 100 DAW I... I �17- r. Flv t F 124 0- i4 P;Z-144 FIAS. S7nRA�DRAIN 1350-D -D 1), : U41NT INED iYl 157 W D�WN(IJ50 ) i OF R)Vf" -0 .�AMINTAINFD -'19k -.-. 00= TRANSPORZI1770N bEPARWPVT DETA&TIfENT ONENT V1 11 ; ��4 - 11­ MAl A&V DRAIN APA IA/ I�Xr w- SC&E. 1"i= 40,(N), 1­- 4,(V) SC41LE'I-'-- 40'(H), 1'- 4'(V)' -'af- --%- (11) 1 40r(H), f 4 (�K) SCALE., 10 11 12 11 13 14" 10 11 12 SO4LE PIL 7A E4O=11� ZO OR 2 W[.rnir.) Endil(typical) ............... II J-�La 0 OR W -,'i �iL ........ CONSI'RIll NOTE-5 V ........... ............. ...............................6 IID PIAF DIAMETER IF11 CONSTRUCT LOCAL DEPRESSION PEI?R.C.f-.C.D. STD. DrIG. NO. LD901. N'* R F covvnRucT coNcR,-Tc DiToly PER DETAIL oAr SHEET 2 �N W 807TOM MV&OF Ciltklilll ll 18-R.C.P. STORAW DRAIN CLASS IV. M cj > INSTALL 30'R.C.P. STORM DRAIN(SEE PROFILE FOR D-LOAD) A ;z - ,, ag Z�t CONSTRUCT MANHOLE NO. 1 PER R.C.FC.D. AND W.C.D. 4: p L Concr-�;- MH251.STD. DWG. NO. ts 1 j5��-�- epi• Charil CONSTRUCT JUNCRON STRUCTURE NO. 2 PER R.C.F C.A All ztz W.C.D. STD. DWG. NO. 15227. Il 8� S! AWNAGE E45EMEW 70 THE CONSTRUCT CURB Ill PER Rail SM. D= NO. zt;'o 1/2D min. 64 Li-4 a C8100. CO1.11V7Y�OF RIVERSIDE'PER RIP-RAP PER DETAIL ON SHEET 4 DOCUMENT RECORDED CONSTRUCT RIP lit it to iq zIii R *:�4 AS ill NO. CON57RUCT SINGLE HEADWALL PER CALM4N5 STD. PLAN NO A cz CONSTRUCT 47- A� oNs r coNcill DROP INLET PER Rc.Fc.D. Sm. F!52 DWG. NO. C8100. A Mae Slat CONSTRUCT A.C. MAINTENANCE ROAD PER DETAIL ON SHEET 5. qj colrvsmucr SWING r.47F PER Rc.Fc.D. STD. DWG. NO. UB20. 2111j3yo ZHIRD 29 SWEIr SrORM DRAI A rA B1 25 26 [AXWO jV DA r f ------- +- I I SECTION B-8 &ISIFARAIG iiiNaW LEAl )AIIIIISEl 1 32*5223' 40.00' 22.95 11.80, 2 J8*17'Jl' 40.00' A j 21 M' V 3 for25155' 40.00' 11.47' am, ------ 7 -STORM DRAIN -W7FR Y 4 6'47*45" --;70-00 4.74-�237 7 57 LIN-, A 7FR14L, NUMBER OF LAYERS AND 5 AW*.TO*ISV -88.oe- ------- PLAN 7HICKNESS. 6 5XO7'44" 41KO-0 46.Y8­25.-00 N' •• 2 RIP RAP SHALL BE EITHER 04VARRY SIONE OR K K BROKEN CONCRETE(IF SHOWN ON WE PLANS). 7 34-M-03- 50.0---yo.-fe 15.57' 5T(rl COBBLES ARE NOT ACCEPTABLE. k ACCESS 8 NO2.91,14'r 155.84 STORM DRAIN Al q 2 70 rHE COUNTY .3. RIP RAP SHALL. BE PLACED OVER RLTSR 9 N271959T - 8.86' --31 25.00 25.56---Tc-oi TO r35tg K or SlAfilil WHICH MAY BE EflTl GRANULAR -- Ll RECORDED✓UNE 61 AS MATERAL OR fXTER FABRIC. T1 hb=�16 3�.00 98.81- .91 , 2 11 to 2q`1 ln.Al 4 Sf,1 REGIONAL SUPRLIMEAff"FlIlD44ENIS FOR _F2 5 W�54 88.YX 11 Cgi 4 DEVAWON BASIN AND :iter Blanket AP AND FILTER BLANKET A MM - --- "I SELECTION OF RIP R 22.23' :E STORM DRAIN PER - N86'54 WW ZR 'aV cc Q: T Q Q! MAINTAINED BY THE DESIGNED AS ETHER TYPE I OR TYPE 2. 14 N64*04'13'E 4j.8o' inN N �E V) I R,�? Ili �7 1 7RACT NO. 31792 5. RIP RAP ENERGY DISSIPATORS SHALL BE 1151 N64-04'13-E R c-zj rA-c.4 Qu k Ile 11`4 20. ------ TYPE I SHALL BE MflH CONCRETE SLr 37.15' 5� �� k CANYON HOMEOWNERS 77ON (6') Sill.Cicss j�ll 05 'RI), 249k`;/�crel -C-131,loo(420-C-2000 TYRE 2 SHALL BE WITHOUT SILT GRAPHIC SCALE La Qk -A 211V5 .41 0 40 80 120 L4 40 A!g'5;t�'! _j SECTION A I i'I 4Nac RR, L-K AM&= 0. J12-61AP N*-1q II PROPERTY LINE-- NOT TO SCALE V ,-J, I "K 15' II 4cq" I ------ V--STORM DrWN LINE 11' M G RECOMMENDED FOR EXIST. APPROVAL GROUND 2.0,V DAIL TWO WORKING --MEMO MAINTENANCE—RW BEFORE DAYS BEFORENO.COMY OF ffil 49 060049 7URYIII-AROUND AREA 10*00.00 YOU DIG YOU DIG PER R.C.FC.D. STD. 8( DAG. NO. U827 STORM DRAIN LINE JAO�j 77C OVER YOX DATE 11 COMPAC7FD IV477VE SOIL TOLL FREE 127-2600 CHECKED BY it A PUBLIC SERVICE BY Liff! "PA a M MA1NrCNA)VCf ROAD SW A24PA rA-*'� SECTION NOT TO SCALE NOTE: UNDERGROUND SERVICE ALERT DATE SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER I!BENCHMARK: "D-307-1935" ELEV. 1423.258 I.P.NO. 050115 SHEET NO. PLANNING ENGINLERING SURVEYING (1929 DATUM) 39 ArCHISON, TOPSI AND SANTA FE RAILWAY STATION AT ff,SID SO Ruffin Road,Suite 120 COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT FESS J.4 MILES NORTHEAST ALONG STATE HICHWA Y 74 FROM THE Je LJ 54 I F AAJ .7 SHALL NOT COMMENCE UNTIL AN APPROVED BY: Son Mal Ca.22123 ELSINORE, RIVERSIDE COUNTr 1.5 MILES 1IORTHEASr OF TYE M.S. 4036 5 ENCROACHMENT PERMIT AND/OR A B58-580-1141 1UAl OF SrATF HIGHWAY 71 LFADING NORTYWENT OF GRADING PERMIT HAS BEEN ISSUED. SSIS-S -811 57 r- COROAK 167 YARDS SOUTHWEST OF HIGHWAY MILE POST 37, STORM DRAIN PLANS 7 (a ISIM 72 FEET NORTHEAST OF A HIGHWAY STOP SIGN ON THE SIDE NO. 3395 No 53526 in ROAD,54 FEET NORTHEAST OF THE CENTERLINE OF'5rArf' the private engineer signing thus plans is responsible for assuring the accuracy EXP.6/30/ kH�TIHYAN 33950 EXP. 6-30-Og DATE E.P.'6/30/07 HIGHWAY 71,All M FEET NORTHWEST OF THE CENTERLINE THIRD STREET OF A SHTS. and amplabib*of Ill design hereon.In the event of discrepancies onsing offer 53526 PREPARED BY, R.C.E.NO. OF STATE HIGHWAY 74.A srwoAl DISK, sTwl "D-307--FOR: W.O.: coll approval or during conshchon,the private engineer shall be CIV I\' 1-0-15'AND SET IN Ill PP OF A CONCRETE POST. COUNTY Assponsible MARK BY DATE APPR.DATE C'n UENNAR HOMES FILE NO. qq;t-Y for determining an acceptable solution or rayfisl the plans for approval by i CIV aw" SCALE: the cil ENGINEER REVISIONS COUNTY NTY OP,- A.15 RECOMMENDED BY. DATE D kil MARTIN W.OHMSTEDE R.C.E.53526 EXP.6 In - DATIL H: 1"=40' V- I j 1 6-20-06 63512168.17#0 63514.10 R/W RIW 2O' f �' 10 R/ly f R/h f 10' 20' ¢ 20' 10' R� 10 20' 20' 10' lim 18' 18' Ci Ci Ci ti CS CS CS t' Ci CS f Ci CS u C3 CS C3 Gi O , w e N�� "�� •NN � N � "Of I� N b - w to " 332 w 4i '2� U 4i� I.19 -� �ww--� I �,9LLAA, 1 -- - ---- j SPIT fio I - _ if _ I'm - � I 3 ! - 1 RT2 -40 20 0 20 40 -- - 2'� -40 p 20 0 ZO 40 -40 -20 0 20 40 f328- __ 1,728 -40 a 20 O 20 40 2 2 -40 1 -20 O 10 40 8 STA. 11+00 00 B STA, 11!51I 00 B STA. 1 z t00 00 a B STA. 12t50 00 2 M. >3f00.00 R/K' f R/IV ' 10' 20• ao• m' 1332,---4'W- -17 1-w R/H' f R/K 10' 20' 1 20' f0' C9 C. Q M 10 I Ci Ci Ci f332 ---0 >332 13J2 -� t� 1332 f332 -O- --�-- ----�'� -- 1332 10' 20'_- 20' 10' 0' f0' f0' 20' 20' f0' CR ci (S ' K I. ti fs CS LC tc Q Imo\^- -- - ------ - - O_1__ °'- I' - ---- -- -`--------w --- --------F�---�'j' ' 1332- ^ g - / -- - -- -- 3 2 - - -I - 3 132d 3 - - 1"I f 3 -- 2 _ - ` -40 B 20 O 20 2 40 f32B 2-- II' - J 132E 132840-8 -20.-_ 0_-. 20 1 -4 1J18 fJf28___...- ---�-- - f32d J---- --- -- J 40 8 20 0 20 2 40 - - 0 -40 -20 O 20 40 -40 a 20 0 20 40 STA. 13+50.00 STA. 14+00.00 STA. 14+50.00 STA. 15+00 00 8 STA. 15+50.00 2 18' f 20' 10, 10' 20' r 20 f0' R fo, 20' ¢ M. fOR� R/1/ R� IS' 10' 10' .9 tS >0 20' 10' f0' t3 Q O Ci Ci CQS f332 � --- - 1 x T32 oR x 1.732 w \ ..11J32 � E / J -- -- -- - .. ... 9� 1 r r �l - / AVEV(/E 1332 - 1•�71 -3 r --'- - - - J- 2 5 1 J -4D -20 0 20 40 1 2 -40 d 20 0 20 Z 40 2 ---- -L s - STA. 16+00.00 STA. 16+50 00 20 0 20 40 -40 -- "---- ------ --..- 20 0 20 40 -40 -20 0 20 40 -40 - STA. 17+00.00 STA. 17+50.00 STA, 18+00 00 R0' 20' f 20' 10, - 1336 -f0' 2Ll 20' f0= f336 R/1/ R/w RIM' R/if d 3 V RIM' 10 20' 20' 10 10 10' 20 10' t: Ci 133s 10t._ 20(_. ...__ ... f0'-- 1JUB r C3 Ci 1 Ci Ci w � to h 4;-k. V--• r3 Ci Q1' C•i 1 -- -.__ _Si d0' & Ci C�.._..__.I 1336 "".': - w f332 I 915 I I - 3 I_ -- ---I- - I -40 2 -ZO 9 1 t7 - - 40 1 T32 t - - -- -_- = 1332 -9 -- -- -�._-� -40 2 -20 0 1 20 40 - - J J 20 d 2 -40 2 -20 0 1 20 40 1332'-- I �--- 1 � 1332 STA. f8+50 00 B B 2 _� _20 0 20 a 40 1 4o B -zo 0 20 401 -SPA. 19+00 00 STA. 19+50 00 B STA. 20+00 00 STA. 20+50.00 RECOMMENDED FOR APPROVAL 0' 20' 20' 10 R0' 10' 1 20' 10 I` .1' Q. 64 - R Cd IK RIM fo' 20' M. so' h DATE 10' 20' ?O fOC; ci Ci Ci M O m a ~ CS t3 7.6 n "-_ "ab _ -- �_ f336-�- -��r � �. . 1336 - -To wow - CHECKED BY .- -y--- O ':,' r""i55 J -may w 1JJ8 1336 1JJB 1336 _FIN hw f336 w COA(S TRUCTO®lV Af®TES 3 78 9 PET 7YP/C.ALMINIMUM 0.10'SECT70N ON-SHEET 1. OF A.C. OVERLAY RT -- - _ J 9 -- - 'I- - --2' 3 DIGA CONSTRUCT 6"TYPE �A 6'CURB AND GUTTER PER 3 9 -40 -20 0 a0 w RIVERS/DE COUNTY STANDARD NO 200.OUNTY STANDARD ....._ _._I'_. f _--- _-.._.3_... _._ ..-_. . .__....,_. 1 ._._..,. .......�3 ... 8 fl CONS7RUCT SIDEWALK PER RIVERSIDE C 13J2 .. 1332 NO. 401, 4'7HICKNESS. DAIL TWO WORKING 13321 --8 -- 20 1 �13J2 1J3a IL__. _.----- __ _ 2 -40 10 O 20 40 STA. 22+5�0® ® REMOVE EXIST. A.C. BERM. 0 40 70 0 -40 20 0 2 --- 1JJ2 BEFORE DAYS BEFORE 0 40 STA, 22+D0.D0 9❑ SAWCUT EXIST. A.C. PAVEMENT. YOU DIG YOU DIG TA. 21+00.00 STA. 21+50 00 y© CONSTRUCT D TA A.C. OVER A.B. CL. /l PER TYPICAL TOLL FREE 1-800-227-2600 SECTIONS AND TABLE ON SHEET 1. A PUBLIC SERVICE BY 1© GRIND EXIST. A.C. PAVING TO PROVIDE SMOOTH UNDERGROUND SERVICE ALERT //\\� 1RAN5/TION NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER �V BENCHMARK: „D-307-1935'• ELEV. 1423.258 I.P.NO. 0e50115 SHEET NO. PLANNING ENGINEERING SURVEYING (1929 DATUM) WORK CONTAINED WITHIN THESE PLANS RpFE65/��\\ TRANSPORTATION DEPARTMENT QROFESS ON 3990 Ruffin Roed,Suite 120 3.4MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE SHALL NOT COMMENCE UNTIL AN e a.o �c\�\ APPROVED BY: se,n0R o,ce, d.Suite, ATCH/SON, TOPEKA AND S4NTA FE RAILWAY STAONAT COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A %o��FD r"4y Fll� p W' 0'rr,� Fy Ease-58o-n 141 ✓UNC ON OF STATE HIDE GHWAY 71 4EAO 1.5 L NGNIVORTHWEST OF ORNZAST OF H£ M.S. 4935 GRADING PERMIT HAS BEEN ISSUED. �y �"I� a4w m " EMS-5S0.8157 Fax CORONA, 167 YARDS SOUTHWEST OF HIGHWAY M/LE POST 37,, CROSS SECTIONS N0. 33950 m /�y - C 72 FEET NORTHEAST OF A HIGHWAY STOP SIGN ON THE SIDE w No,53528 nt �^ ROAD,54 FEET NORTHEAST OF TH£CENTERLINE OF STATE p� �,e s® AVENUE 'e the prlYafe engineer signing these plans is aeponsib/e for assuring the accumry r w EXP.6/30/0� ^ HALE . OT AN .C.E. 33950 EXP. 6-30-0$ DATE a a C®NAR® A i ENVE OF A_SHTS. I x x P.6/30/0T HIGHWAY 71.AND 36 FEET NORTHWEST OF THE CEN7ERUNE and ocreptability of the design hereon.In Me event of discrepancies arising after l SBtO l•3�07 REV/SEa SECT/OKS. h PREPARED�Jn'��, '7�,.// R.C.E.N0. 535 6 OF STATE HIGHWAY 74.A STAND4RD DISK, STAMPED o-307- county approval ar dung construction,the private engineer sholl be responsible I(y arc _ NA. ctV t� �y /� FRV�i��a���2G/JTE TsAL AND SEI/N THE TOP OF A CONCRETE POST. FOR: W.O.: COUNTY C�1'�� /a determiningan acceptable solugon or revising the fans/w a royal b MARK BY DATE APPR.DA E h rF c/V I� 01` r3`T- �G s FILE N0. 1 Pb 9 p Pp Y REVISIONS \\ of cA��F P of cn�1F� SCALE:H• 1„=20' �. „�Z, LENNAR HOMES the caunl.. ENGINEER COUNTY \\� RECOMMENDED BY: DATE MARTIN W.OHMSTEDE R.C.E.53526 IXP.6-30-07 DA E `-'-a- 06 1.9-G7 635121690WO 63514.10 .. 1 TH „ LOCA77dN DF ANYCIrY OF LAKE E DESCR/PT/OA! E CURB AND GUTlCR TYPE A-6' A4dES # Y OR Bjmw Y3s " cmrw SIDEWALK PER 401 S S A C. PAVING AND BASE 5E1 .SfC770IVS s. aE £ PEDES'TRGQF/RAMP PER 44J AGENCY BY SI, Cfl a CROSS GL/7TER PER 209 t // DCo 0 f 9 I AND A4¢WUE 1T7HOE E STREET LIGHT P£R low, 1DO1 3 PUEK/C ° 84RRICADE PER 810 lid ANY WNi . CALL FOR RANSA47E BETWEEN THE HOURS OF f�aa ��pp L A ® '� �pA� F7PIDAY. EE7 DEXTER �F9� 9 fYsi�f�J VIA��$$�Y� IN ACCORDANCE WN"AT ALL COUNTY/C/fY T.C. TOP OF CURB EIY C17Y��R UNITS ¢ FLOW LINE ELEYA770N 5 „AGEILUR£ u(A(L4G. TOP OF GRAIF G.& GRADE BRFiVr 777�a r FG. FINISH CRAG£ 6. TILE, L7/UIY Of O FSS, FINISH SURFACE 7ME Y /.£. /NMRl EZEVA710N OF l7RA/N 48 HUUS L E.V C. AD !/ER7ACAL CCIJRWE SHALL ALSO NOT TO SCALE T.iY. POINT OF WALL LEY f-8Q0-422-413J A T.F. TOP OF 104U lr ET.EY 7.7HE COAVAM L LEN07H Att T 51 RDi C w7w E3 C/ S 32 GYINS uc /�� DWr L>AA>EYAr a$AWaW, OF CONSIR Of B.ALL UT P 0 FAG/L(IT ® '"� �R, WAP DESCR/PT/ON �SMREET /,ALP OY�WZV ,11�NT/T/__ SCRIPT/OM (STD tR,4/NJ Q l T/tlES 9 AU STREET NO7E:• THE CONTRACTORS SHALL NOTIFY 774E F04LOWAA9 UTTUTIES OR AOErNCIES TAKE7V AF7E77 NG 7T7 DETERMINE 7NE EXACT CONSTRUCT 3'A.C. OVER 8"OL. I/A.Q PER TYPILtAL 31 INSTALL 1B'R.C.P. STORM DRAIN CLASS N. 3,O1D L F. FORTY-EIGHT(48)HOURS PRIOR TO STARANG CONST7TUC770N OR"EkTJIYATION �C7I A50U/RED. SEC IFNESS SHOWN ARE FOR BONDING 0 SECTION ON SHEET 3. 332,175 S.F. PURPOSES ONLY. 32 INSTALL 24'R.C.P. S70RM BRAIN CLASS IV. $134 LF. C17Y OF LAKE ELSINORE 1-909-674-3125 f0.ALL EXISTING UNDERGROUND U7TLIRES AND STRLICT7✓RES MUST CONSTRUCT 6'TYPE A-�6'CURB PER RNERSIO£ y6231 LF. GENERAL TELEPHONE 1-80D-422-4f33 POTHOLED AND EZEVAT/OIVS VERIFIED PRIOR 70 CONS7IPUC � COUNTY STD. NO. 2D0 O INSTALL 30'R.C.P. STORM DRAIN(SEE PROFILE FOR 7f3 L.F. REWS L�R TO RCCVR47AP SHALL BE NS THE- OF ANY NEHEj °❑ CONSTRUCT SIDEWALK PER RAVERS/0E COUNTY STD. ND. D-LOAD). ELSINORE VALLEY MUNICIPAL WATER 0157RICT 1-909-674-3146 REVISIONS TO THE APPROVED PLANS THE REYVS/ONS SHAD /N;;T1VE 401, 4"THICKNESS: 100,270 S.F. ¢ INSTALL 36"R.C.P. STORM DRAIN(SAFE PROFILE FOR FORM OF its 8U/L7"'PFAN4 SUBMITTED TO TH£CITY f�R 319 L.F. SOUTHERN CAUFORNM GAS COMPANY I-60D-427-22D0 APPROVAL PAWR 7d THE FINAL ACCEPTANCE OF THE PRL4/ T BY THE 4❑ CONSTRUCT CROSS CUTTER PER RNERS/DE COUNTY STLt D-EDAD). CITY£NG/NE£R, NO.S 209 AND 209A. 2,400 SF. „}6 GONSTRUCT CONCRETE COLLAR PER R.C,F.CA AND 2 FA SOUTHERN G4L/FORNLA ED/SON COMPANY 1-BOD-6B4-8f23 If.ALL fXIS77NG MONUMENTATION DISTURBED OR DESTROYED �5 CONSTRUCT W.C.D. STD. PLAN AV. Af8l73 DURING CONSTRUCTION SHILL BE REPLACED TO CITY STANDARDS CCONSTRUCT ACCESS R£STANDARD DVVG N0. TOTSS RAMP PER CITY OF G4KE. 22 EA. MEDIA ONE GABLE TV 1-909-874-2741 AS APPROVED BY THE C/7Y ENGINEER. CENTERLINE TIES ARE 70 37 CONSTRUCT MANHOLE NO, 1 PER R.C.FC.D. AND W,C.D. 29 FA FURNISHED TO THE CITY ENGINEER UPON COMPLL77ON OF THE 6❑ INSTALL STREET It+w SIGNS PER CITY OF LAKE STD. D)YG NO. MH251. UNDERGROUND SERVICE ALERT(U.S.A.) 1-80D-227-260D PRLX1£CT BEFORE ACCEPTANCE IS G6 ANIED. ELS/NORE STANBARO DWG NO, 201. 14 6A• ;fig CONSTRUCT✓UNC7ILUV STTr 077fRE ND. 2 PER R.C.F.CD. 3 12.AN ENCROACHMENT PfRM/T SHALL BE REQUIRED FOR ALL �gµCUT EI/ST AC. PAVEMENT A5 SHOWW✓ON PLANS. 72 L F. AND WED. STD 0WG N0. J52'27 A CONS7RUCTON WORK DON£W.7H/N PUBLIC RIGHTS'-OF-WAY. BEFORE ISSUANCE OF SAND P£RM/T 7Hf CA 39 CONSTRUCT AVANHOLE NO. 2 PER R.C.F.CO, AND W.C.D.W.C.D. 2 EA LENA14R HOPES`HOPES`OF' UFORNO CONT7vlC70R/DEVELOPER A/UST PROW?E'7N5 C/7Y ENGINEER WAY ® INSTALL BARRICADE PER RNFRS/DE COUNTY S7Lt PIJ9N STD. ONGG AID MH252 CERAP70,17E OF INSURsWCE, REQU/RFp BONDING FOR PUBUC N0. BfO. 40 L.F. C4NSTRucT CURB INLET PER R.C.FC.D. STD. DWG. N0. TEMEC COUNTY WN14R DRIVE IMPROVEMENTS: 7HE ENCRL7ACH/AENT PERMIT MUST BE PRESENT AT �9 CONSTRUCT LOCAL OFPRESSTON PER R.C.F.C.D. STD. Nd. 4D 27 EA IEMECULA CAL/fORNW 92592 CB1Oo THE JOB S17E DURING THE TOTAL 77MF FRAME OF PRLIIECT LD201 26 EA (951) 719-1464 CONSTRUCTION WUH APPROVED SET OF IMPROVEMENT PLANS 4'1 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 3. 220 C.Y. " 13.IF£NC GHM£NT PERMIT IS REQUIRED THROUGH 771E 067RICT 10 CONSTRUCT B4ODO LUM}EN.LP.S<, 55 WA7T STREET LIGHT PER NO. 8�E OF CW RAN_, PLEASE MAKE RFFERENCE 70 TN/S RWR510f COUNTY STANDARD PLAN NO 1000 46 EA. 42 ONS7RUCT HEADWALL PER CALMANS STD PLAN ND 1 EA. AC THE GENERW. NOTES' SECTION OF THE IMMMEEMEN7 in, CONSTRUCT CURB dD1L'E'T PE?RIVERSIDE COUNTY STANDARD OB GED50/LS, INC. S. PLAN NO. 308. 3 EA' CONSTRUCT DOUBLE HEADWALL PER GILTRANS STD PLAN 26590 MASON AVENUE CONSTRUCT 6"DRIVEWAY(Ra194NT KL)PER RWRSID£ NO. D9. 1 EA MURRIEDI, rNUFORNIA 92582 COUNTY STD. 207. (16'WID UNLESS NOTED 077�ERWISE) 195 EA (95f) 677-9651 1. GLWERAL CON7RAC7OR TO VISIT 5WE PRIOR TO THE START OF 1© CON57RUCT MODIFIED CURB OUTLET PER RIVERSIDE COUNTY No. m4G,E7VERGY OLSS/PATOR PER A.P..W.A. STt7 DWG. 1 ���®� �� A�,�4R/lV�� CON57RVC77ON AND NOTIFY THE kNG/NEER OF WORK ANY STANDARD PLAN NO. 308 AND PER BETAIL V ON SHEET 3. 1 £A. '7 DISCREPANCIES. O"CDA(S7RUCT CONCRETE DROP INLET PER R.C.f,C.O. STD. 4 E4 771E BASIS OF BEAARIAW FOR THIS SURVEY 15 STATE'PLANE 2. WR/TIEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DWG NO CB110. COORDINATE SYSTEM, ZONE 6, NORTH AMER/CAN OAAlAf 198J OlhfaSIONS 3 PAVEMENT SECTION TO BE OR MINED BY SOILS ENGINEER 4G CONSTRUCT SLOPE ANCHOR PER DETAIL ON SHEET 3 9 CA. AS DETERMINED LOCALLY BY JHE LINE BETWEEN N.G S. COBS 4 FADED ELEVATIONS AND ECEYAA S/N PARENTHESIS ARE' STA77ONS SILL'AND 'PPBf"; 807H AS P418LISHED ON X.G.S. DATA EX/SAWO£LEVAPONS - Q INCREASE COVER ON INSIDE OF R.C.P. PIP£TO I-S'MN OVER 816 L.F. SHEETS BEING N2023 411W(2000.35 EPOCH). 5: CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE REINFORCING SIRS WHERE VELOCITY EXCEEDS 20 F,R5. RESFYTNS7BIL/l r FOR JOB 5/TE CONDITIONS DUR/1JG THE Of COIVSTRUC7ON OF THIS PROJECT INCLUDING SAFETY O CONSTRUCT TRANS/T/ON STRUCTURE NO. 3 PER R.C.FCO. 2 EA• PERSQNS AND PROPERTY, 77iAT THIS REQU/REMENT SHALL •Y 5771 DWG NO 15303 t�- NULT7J5LY AND NOT BE LIM17EV TO NORMAL WORKING 49 CONSTRUCT MANHOLE NO. 4 PER R.C.FG.D. AND MCA y LA. SHEET NO, DESCR/PYLON THAT THE CONTRiIC70R SP.ALL DEFEND, /N /EY O AND`HOLD THE OWNER AND THE ENGINEER HARMLESS111�TiV STD OiYG N0. MH254. 1 IMPROVEMENT PLAN 7771E SHEET AND ALL L/AB/L1TY, R£4L OR ALLEGED, IN CDNNEC7fON{ 2 INDEX AMP PERFORMANCE OF WORK ON IH/S PROJEGT, EXCEPT FOR 3 DETAILS AND TYPICAL SECAUNS 106IL77Y ARISING FROM SOLE NEGLIGE7✓CE OF 7HE OWNER OR 4 STREET IMP1?0VEV&1f5- DIAAW LANE AND CAMDEN CIRCLE TT•VE ENGI/JEER. ° 5 STREET IMPROVEMENTS-D1ANA LAN£ 6. "TOPOGRAPHY/S BASED ON AN AER144 SURVEY PERFORMED BY 6 STREET IMPROVEMENTS- D" LANE AND H/CHTOWER STREET *W TECH ON NOVEMBER 9, 1989 AND✓ANUARY 24, 1993 SHEET NO. D'SLLj/Pj/()Ltl 7 S7R£ET IMPROVEMEN75- HIGH70WER STREET AND WHBEH4LL STREET 7 'VE CONTRACTOR SHALL BE REs'PON5/BCE TO INSURE THAT ALL S7REM,, UAL177ES, AND STORM DRAINS ARC BUILT LN ACCORDANCE _ B STREET IMPROVEMENTS- ;YH(7EHALL STREET AND VAVXMU COURT WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE 3 DETAILS D 7YP/CAL SEC7701VS 9 STREET/MPROVEMEMS- 7HIRO STREET AND OANKHALL STREET PLANS OR FIELD STAKES, THE CONMACTOR SHILL REQUEST AN 9 STREET IMPROVEME7V?5- THIRD STREET 10 STREET IMPROVEMENTS- 94NKHALL S7R£FT, HATTON 6 AROEN COURT INTERPRETATION BEFORE DOING ANY WORK BY CALUNO THE ENGINE 12 STREET•/MPROM14OWS- i ERFORD STREET AND PASG4U LANE .OF WORK AT(909) 784-1300. THE CONTRACTOR SHALL ALSO TAN£ 11 STREET IMPROVEMENZY- HA77ON GARDEN COURT, PA5CALI LANE mr NECESSARY STEPS TO PROTECT THE,PRCk1ECT AND ADkiCENT 14 STORM DRAIN LINE C'AND C-1" AND CARNEGIE CIRCLE PROPERTY FROM ANY EROSION AND 5/1rAT/ON rMT RESULT FROM HIS 17 SR1RM DRAIN LINE G'AND -1" 12-13 STREET IMPROVEMENTS- WA7ERFORD STREET OPfR4770NS BYAPPROPRATE MEANS(SAND BAGS, HAY 8ALE5 21 STORM L71d4/N LINE C-1" 14 STORM DRAIN PLANS - LINES i1" S' S-1',8 2; W-3; TEMPORARY OESILT7NG B4S/NS, DIKES SHORING, ETC) UN77L SUCH TIME 22 STORM DRAIN LINE G->' C' G-f"AND "C-2' 7HAT THE PROJECT IS COMPLETFO AND ACCEPTED FOR MMIN7FNANCE 15 STORM BRAIN PLANS - LINES `2T' O-1; 'P7-3"AND YJ�-�It" BY iYH47EYER OWNER, AGENCY, OR A•SS00617/ONS IS TO HE UL77MAIRY RESPON518LE FOR AbMNTFNANCE. 17 S70RU BRAIN PLANS - LINES' 77z D Z'-I' NoO 8. IWInFN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITF GRADING. l7 S]t7RM ORA/N PLANS - LINES T'; 6 fr-I'AND V^ � 9. CON7R4C7OR SKILL TAKE ALL NECESSARY PREC4UAON5 REOU/RED f6 STORM DRNN PLAN5- LINES -6-AND 70 PR07ECT ADJACENT PROPERHES DURING GR491NO OPERA77ONS. 19 STORM DRAIN PLATYS- LINES 7" 7-1" 14, IL-r W,, ANYTHING BAMAGED OR DE5TROYED SHALL BE REPLACED OR REPAIRED APPROVAL BY THE COUNTY OF RIWA57DE A-1'AND A�' TO COAO/TIDN EXISTING PRIOR TO GR.ADINC-. 7R IA(SPORTAl70N DEPARTMENT IS FOR 20 STORM DRAIN PLANS - LINES £, "r 1; T 2'AND V 10. 771E CONTRACORR SHALL B£RE5FONS/BLE 7N4T ANY MONUMENT OR THE AREA WITHIN THE COUNTY ROriD �S 4�O.�S �P. O✓�I9 9S 2�f 22 STORM DRAIN PLANS- P TEES BENCHMARK WHICH/S DISTURBED OR DESTROYED SHALL BE RIGHT OF-WAY ONLY. 23 ENERGY 0155/PATOR DETAILS RE-ESTABU5HED AND REPLACED BY A REG/S7ERED OWL ENGINEER RECOMMENDED FOR WHO/S ALLOWED TO PRA0710E SURVEYlAG OR A LICENSED LAND SEAL COUNTY COUNTY OF RIVERSIDE APPROVAL SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED A5 REQUIRED BY THE LAND SURVEYORS ACT. QRpFEss,��\� TRANSPORTATION DEPARTMENT 11.7HE CONTRACTOR SHALL DESIGN, CON57RUCT, AND MAINTAIN ALL i ��A.ory< \\ PROVED BY: -- _ SAFETY DEVICES, INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND %y HEALTH STANDARDS, LAWS AND REGULATIONS �- NO 33850 1�All UNDERGROUND UTILITIES AND LATERALS TO BE INSTALLED BEFORE �' EXP.a/ao/oe .y HpLEb TH C.E. 33950 DfP. 6-30-06 DATE DATE 66NS7R1)CT7DN OF CURB OR SURFit 1NO OF:STREEl5 II s y CHECKED pppppp° 13.THIS SITE HAS 08TAINED A NAT7t7 £UMINAT7ON SY57EY//NPDES))PERM A, MUNIC/PAL AND \\q�F °jyjY Fo��� -`� :b�>2.>6 DATE 0�� INDUSTRIAL S70RM if 7ER DISCHARGES .. �\�oF enc�-1 A/1i 6 Q V `l.5.06 �� _ RECOMMENDED BY: DATE .. RLANNING'..ENGINEERING SURVEYING h BY: .DATE: g5 y PREPARED UNDER THE SUPERVISION OF: CITY OF TAKE ELSINORE U OUN� BENCH MARK DATE: 1935 ELEV.: 1423.25E (1929 DATUM) "' APPR(1 3eao au r�Raaa,since 20 N O? 34 MILES NORTHFAST ALONG STATE HIGHWAY 74 FROM THE - A, San Diego,Ca.9212'.3 ` ATCHISON, TOPFKA AND 5ANTA FE RAILWAY STATION AT ELSINORE, __ 4,Q �4 W' ON,. t^y� � � /(�O. �:F.D. STREET /MPROVEIElENjS PLANS , 1 CALL:LOLL FREE RNERSIUF COU/JIY, 1.5 MILES NORINE4$T DF THE✓UNCT/ON OF N � z �/ti3Pft71N Vr.OHM5IECE RC.E 5362E EXP.8-30-07 8 6 560-9157 Fez TR,�CT NO, .�97� 1 pR dv STATE HIGHWAY 71 LEAVING NORTHWEST OF CORONA, 167 YARDS -""" i� m. DATE:3 0 a �.. SOUTHWEST OF-HIGHWAY MILEPOST 37, 72 FEET NORTHEAST OF A - w No.53526 m lH.4SSON CANYON s aaw 'V nxanznux�avoA rua°v a" "SCALE: PREPJ1RED FOR: a� HIGHWAY STOP 5'16N ON THE SIDE ROAD, 54 FEET NORTHEAST OF THE Exv,.c/ao/o1 �2�-� CENTf✓7lixf OF STATE HIGHWAY 71, AND 38 FEET NORTHWEST OF THE Jj: Ctv kL �y / D 8 NSA MVIVAR HOMES OF CALIFORNIA j/jLE SHEE j 23 -sus o.lp "1T F p4` - 4D980 COUNTY CENTER ORNF, ,SUITE 1100 �y Q CEN7ERLINC OF STAn- HIGHWAY 74. A STANDARD DISK, STAMPED 'D _ F �y MM TWO.WORKING DAYS BEFORE YOU DIG 307 1935"AND SL7 IN 7H£TOP OF A CONCRETE POST - - °� "� NOW. RDE NO.$ 691�^ExR. s/W1107 DATE: 324-06 TEME'euu, CAL/FORN/A s2592 W.O. FOR: LFNNAR HOMES F,8. LE N0. - _ 635IPK1l.tlivg -.. _. 63Lif2.10 is NOT in c c•-ence with Iciest UEC ard Snouta be use,+win core c-J 5C!r rl. 1 4" • R�iY 14 CLEAR ALUM. OR S.S. P-19-2 ALUMINUM R/W dD D=abe A1JGL£ 1/4"HIM. GR1 PANEL Cmete• 'a"Bottom with o'Chcnrel 1 1/4"x 1/4" �-a�• � JO' �-�i 20 OR 2 W..,in. .St Entlwall(typical) - �1' ;�t�•; F$x DI. OR ALUMINUM CRATING-I I. D . n • � 'ALLOY 6061-Ts 1 �• 1D' ) PANEL PER ASn�A ta221 f0 B' �. `vas 1� r (MILL RN/SH) OD wt :Aer 9lonkat II` .- •2� • • ' - � RIM ZLEYA 100, �. .t A 2y- ` 1511 6'� Sill,Class o 249kg/W-C-13Maa(420-C-2000) ';• N' / -_- •QO� z, �orerete A1AY 9( 3 J Z SECTION A-A i 2 5K'AN Ell' _ " E DIANA LAN,6 concrete H10HTOWERSTREETWATM / THIRD ORD STREET DESIGN SPEED= 30 M.P.H. Channel THIRD STREET NOT 70 SCALE r Tid._ r,^� t/2D m1n' AA�1 BANKHALL STREET NOT M PARXlMG A-+,p--I r �,de Slot MDENTION *INDICATES STREET T.1. =5.5' D DRW r A-iII J i�LL j I R11W 3(inin.) c� 1V\o�l -,: z5 25' PLAN SECTION S-B h/FF g6 NOr£S SCHEDULE I 1 ay11,0 1. PRONDE A MINIMUM 2 PANELS PER STRUCTURE, 7' AI/N. 4'CLEAR INSIDE FACE 5��5Cr(ti 2. S.S. SADDLE CLP HDOLD DOWN WITH 1/4' 1 6' 8' 10' NOTES ROCft VFXOCI7Y THICK UPPER LAYER LOWER (R.S.P,)FA8R1O SEE SCHEDULE BELOW I Plans efldN�eally; C[ASS (F.P.S) 7 SIX£ 44YER TIFF 3. HOLD DOWN LOCATIONS SHALL B£6"FROM END •RLLE � PU.E. A Rock 01pN9 and thiekngayqpp..(T) - �P OF EACH PANEL- B�Titer ma[a9l�Tleft NIgyieta and theknese. NO 3,__ 6 7 1.2 B"- - A �' '7P 9 C�,o�'�+L.O, �'Q� C- NO. 2_ 7-8 2.0 4` - A X® 4 m� ji 1 2 R p raD shcs q4 r t(aS7W'y;4 a or•I.SiaRen SECT/L1N nA n con_re e r i•mt an the pid!#C) Cpditie's FACING B-9,5 Z. Y A NDT TO SCALE \ 7. are not accept¢Ele• - NOT TO SCALE 2.0 mg rup nail ppI� os9r ii�pit h ,pt which mdy4/,HT 9.5-11 4.0 -1 - A / qe eiher n h f , dt 411w ic. 4. 5we'R gonal 1r:/IrttgirtlMwiits ror election :1.4 TON- 11-13 5.4 9 4' SAND egA�"/A/ CONYI6+OL STRUCTURE SOWDULE of rig rip ond.to ,2 70N 13-15 6.B J" 54ND, B p "� d pq{tkttIYMA be desrynoled as either N 1S_17__,_ 66 1-1'." D OPENING OPEN/NG FLOOR 2 2 5. Rip r^ a.er 2 type or T e Yy[rp 1 Otill be•with concrete sin: F.0 R1M OPENING STRUCTURE SIZE iYA1L ype 2 shot!be witnout S�II. - ! ?'_ BASIN DIMENSION LOCATION AND WALL CA770N CIRCLE ELEVATON ELEVATION f ELEVATION (INS/DE FACE) 7HVIOVE5S REINFORCEMENT HATTON G4RDEN COURT i/IDTH x HEIGHT (� PASC4L1 LANE NQTE� VAUXhALL COURT L1ESlGN SPEED 30 MPH. 1, 7eT0CK CLASS PER GREENN 800K SECTION 200. 5!IZX 4" 1351.90 (97 4 AT 18"VERMCAL PORTION OF WHITEHALL ,STREET NOTE SCALE 2. ROCK 7H/CKNESS VALUES ARE SINOLE LAYER(UNL2ROMED), 6,4"x 4-Y4 1355,30 L) 6'x 5' 8" 4 AT 12 HORIZONTAL /NDlCATS PARKING 3. THICKNESS OF UPPER LAYER IS 5OX OF`T"(12"MAX.) B IJ4&50 1357.40 6412"x 6" 1358..60 (4> 4 AT 12"FLOOR T,/, = 5.0' 4. LOWER LAYER SAND IS 6"THICK, 75Z OF SAND RETAINED ON 4200 SIEVE: 5. R,SP FABRIC PER GAL-TTLWNS SPEC 85-1,04. 17 4 AT 18"VERMAL TYP/CAL SECT/ON NOTES 6. INCLUDE CONCRETE SILL UNLESS OTHERWISE NOTED. 234"1 1•Ya" 1382,90 90 4'x 5' 8" 4 AT 12"HORIZONTAL L 137�B0 1386.90 3 r/"x2rFz" 1385.80 U /1 4 AT 12"FLOOR �1 CONSTRUCT 3"A.C. OVER 6'AB. CL !1. 2❑ CONSTRUCT 6'TYPE '4-6"CURB PER RIVERS/DE W r OF B45IN. - COUNTY STD. NO. 200. 2 IRS lS 3. C\roONSTRUCP SIM RNERS/DE COUNTY STD R 0k41A�z'%S 1 1� CONSTRUCT 8,00D LL/AAE7!LPS 5$1i69TT 5E7 LIGHT PER ANTI-VORTEX PLATE REaaR RI ELEVATION ( RNERS/C>E COUNTY STANDARD PLAN Nf7 1 lOP Of' NTE �PLAN _ .__.�,_.____..,�_•�..-..-_._..._._._ ��� A . 8"DEBRIS G4GE 2 (1/2"STRAP iYELO REBAR TO STRAP AT 6"C.O. GRAVEL 70 12"ABOVE LAST ORpW DEPTH PER I ROW OF PENFOMWNS �- o SLKYEDU[E 8aOW 4 �y I 6" DF S/OEBALI( 61PERF.SUB al +� i,.�. t �•\ ^,,:r4s•e. Dmm 6"P£RfOR47ED SUBDRAIN �(S,D.R. 35 P-%C-)AT a=MIN. \ �:. 4•'^ 1 " THE-NCH CAP RISER SEC SCHEDULE FOR RISER FACE #ti B I 3' � �J7f793'6" 81 TH DIAMETER PE'RFOMWIV&WEZER �� \ NO OF HOLES ?0 ROW AND NO. OF L�p77(%M OF BASIN EGEt!S 3Tfl3'S2 � � CURB OVER RNERED ESUR lAeRTNa4L �� •rJ'1 iy SHOWN ON PLAN ���\'("\i -•�\\\� , COMROL TIFREE PLR I r : (WHERE 5k � C.M,P RISER JUNCTION BOX CRUSHED- N UMR 14LTN ` fTN/SHED SURFACE PER CriLMtANS STD. PLANROCK FILTER FABRIC 3'IRANS/nONPET9NG 6• N ,• < sae D-93C, TYPE A' (12"LAP MIA) 1s" , A R P OUTLET PIPE SECT/ON R-L9 n1O�� 1 IT� (! 0711ERWf5E NDTE7)) SEE COUNTY OF RAER51DE- .� ANCHOR FOR TRENCH STANDARO DWG. NO JOB FOR OPTIONAL CONSTRUCTION WITH SLOPE 5/L7£ qr CONSTRUCM ff NOTES AND JOINT 4 WALLS t 3" . DETAILS. I �� ..••.r TRENCH BOTTDA/ P• Z .) NOT'>n SCALE �.,i• PERFORATED RISER SCHEDULE i CONCRETE SPILLWAY ; f4 LARS('•) /N RISER D64. HOLE AKHOLES PER t/ERnCAL DEPTH OF �"(�) LENGTH OF PER ROUGH GRAD/MG om) (1N.) R0N/ ROWS GRAVEL (FT.) $118DRNN(1-7) PLAN APPROVAL BY THE COUNTY OF R1kZRS10E TRANSPORTATION DEPARTMENT 15 FOR A 6" 1 4' 3 2 1.0 50' 8 r 2,0 s T 10 l/ERACAL. ✓ 7HE AREA WITHIN THE COUNTY READ • B 19 1' !0 12 4.0' 9' >00' ' RIGHT-OF-WAY ONLY. M.S. 4Q ��LS >.SLOPE ANCHORS SHALL BE CONSTI7UCTE7J A L TB' . 6 2.0' '-B' 2D' ' 2.CONCRETE SHALL BE CLASS 500-C-2500. SEAL-COUNTY 06}iNTY OF RN RBJDE RECOMMENDED FOR *6"RISER SMU 1',y� ( t 1 MO WE'6"PLASTIC GM7E OUT DEBRIS CAGE QRofess \y TRAN'Sf° IIATION f3 'f�'1)iRTMENT APPROVAL AND PLATE sECTIO A.0 Cam\`)I, APPROVED BY: jl c EXP.6/36/00e A S A.' . .AN ;. .33 d EXP. 3-30-06 Dy(ECIfED BY �e NOT TO SCALE c YYY �v r crvl� � &'0' 9 -:-,'DATEart v i l fir RECOMMENDED BY: ,. 0.6jJ b QV 4-5-06o110111 APPROVED BY:".DATE: <a1t�PARED UNDER THE SUR RVISI IN OF: f INNING ENCi1NBERING SURVEYING ELSINORE .. (Q SL OF 39eO Ruffin Ro Sulte 120 BEN(�H htLK DATE: F935 ELK: 1423:25t3 (1829 DATUM) `e� L ad CITY OF LAKE 3.4 MIt S'NOR7HEAST ALONG STATE HIGHWAY 74 FROM THE - ,y Ban Diego.Ea.5"e123 C:1t';l� STREET /M O,31L792 PLANS 'Il0 AICHlSON, TOPEKA AND 5ANTA fF RAILWAY STATION AT ELSINORE, _-_ ti� ,: O'if) Fycn MARTIN W.OHMS'IEDE R,O, 839R0'EXP.0-30-07 ess-560-1141 TRACT N0. 317�2 3 -OF Ilk CALL.TQLL �' E RIVERSIDE COUNTY, >.5 MILES NORTHEAST OF THE JUNCTION OF "' - 850-560.815%Tex q STATE HIGHWAY 71 LFAGiNG NORTIIWF,ST OF CORONA, 167 YARDS "" e M DATE: �� WASSON CANYON j(:D vo t,5526 m m Or HIGHWAY STOP.SIGN UN HIE SIDE ROAD, SF£ET NORTHEAST OF T77!E- ..- - .--.__ �' \E a.6/jo/o7 A -.. r�Arm � µo uaaTrat :SCALE:. ... PfiEPARfiD FOR: a CENTERLINE OF STATE H/CHWAY 71, AND 38 fEE7 NORMIWEST OF 1HE 'Ps �1V1� ag' U A A LENNAR HOMES OF CALIFORNIA TYP/CAL SECTIONS/DET.4/LS a3 o,y A� ,���A9, --- 40980 COUNTY CENTER OR/I SUIT£110 °4 IW� __._ __ p9 CENTERLINE O.<"S71TC H/CHWAY 74. A STANDARD 0/SK, STAMPED "O -_-_- -.... _..-. yTe or rp!-}F `K A. RC£N0.56915 IXP.slsD 07 DATE: 3-24-06 TEMECULA. CALIFORNIA 9P597 W.O. FOR: LENNAR HOMES F.B. FlLE NO TWO:WORKING DAYS BEFORE YOU DIG 307 7935"AND 5'E7 IN THE TOP OF A CONCRETE POST. s3&t2Ap2 6351210 - _ I _ m _ �li 1L- f ^l w w h - -- -- - 4 _ N as I D_ _ RE • AMER - f L Nr - - I -- ,�"- � - � ��I_ _ _ i ICI _ -_I_ "� � - - r�• - - I w -I - --- � - - - • C All _ _ ti . ww 14 I I� 11�1 ._ I_ - _ u I_uto -I--- - --- - - - L- - - __ w L - 7 T C. _ - --- --- -- _ ,I 1 -� ..y,_ bon, -I _ ,' E yL u-_ - -9 1_. _� I - - - _ fAUIA RIC ' I "' a ._tr I _ •--.- CONSTRUCT A.C. Dl/ER A.B. CL. /l PER TYPICAL 9u CONSTRUCT LOCAL DEPRESSION PER R.C.F.CD, STD. NO. LD201. SEC71lNJ ON SH££T 3. --- - - - - _ - - -- CENTERUYVE DATA TABLE n CONSTRUCT 6'TYPE A-6"CURB PER RIVERSIDE 10 LIGHT P CONSTRUCT 8,000 LUMEN LPS. 55 WATT STREET PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000. V BEAR/NG RAD/US LENDTII TANGENT - COUNTY S7D. NO. 20D. &`,TORN DRAIN/JIVE C-2` ,,A� r 4i 1 N8930'16'W 1y406' Q CDNSTRUCT S/DEi'JALIC PER RIVERSIDE COUNTY 57D. 12 CONSTRUCT 6"DRIVEWAY(RES/DENTIAL)PER RIYERS/DE SEE SHEET 21 NO 401, 4"THICKNESS COUNTY STD. 207. (16'W/OE UN[f5S NOTED OTHERWISE) V ti ti' g+ 2 1T44 77 5�0.0_OD'_ f54 79'__ 7B.02' .: ^^ t I 3 N72'45 7 E 2[105' C.B7 0 G NO. �+ SEE SHEET 21 \ ELSINORE STANDARD DWG. N0. 1Df. Y t SlIJRM 4RAIN UNE 'C-1' + r ,a CONSTRUCT ACCESS RAMP PER CITY OF CAKE 7RUCT CURB INLET PER R.0..F.C.D STD DW 1J + a rD 12 25' 12 ' 1� Rj" w � •• N •m w ci ��7 T2(�'•J Q i TE STDRM a y *I SRM ,,N G/NE -2; m - ) j '•�; EASEMENT,O .y / EVNN 'a' Ste' ?y Ev. N^4�i b.�� CJ LOT 125) a [ d m C �d y _ - f l25 2s I I N 2❑, o�' p STORM 029/N LINE : w.i h t3 w „r 11 SEE SHE.,'14 ORA/N LINE -- _. SEE MaT22 __ ' _ - ' w J (25 . 5 � �- ,," y�<, � - 'rl � • 5� �= -,� ',� fa125® �1257 -F 0125J �.• ;h ��rR'!RM DRAIN UNE "D-1" u 3 g4 6�� \ '•a yJ »: r `y y. J /J� -12(25) llaT I^ �� $I��� wa � ©• �� cc'1��� 11 N� � +� ,� .k 1 �.. � s � .,�� y3'Y �0 ^ * N�a + ��� �I s1DRM LIRAGV LINE F-I" CURB DATA TABLE' Q�� ®®a�+ �c,, p ,"a n " S10RM OR4(N UNE IJ' U� \SEE SHEET 21 i�Yi�rL.& b co k W ly: i ^ �Jr �'SEE SHEET 15 w (� .BEgR/Nc fLaDlus cENGrH- rArvcL7Vr CENTEIRLIME DATA TABLE ,R":�•.•• \ '\ n O BEQRLNG RA0116 LENGTHJ „�� • 4Q,�tlj �f? Oj091J I\ ,; �0 9 N40'34'00" 9369'Un ..4 N40325,,5STORM ORA/N LE '� 4i� �ti '� 10 29'4400' 3Z0.00' >88DS' Lti'A95' - RECOMMENDED FOR SEE SHLE7'14 SEAL-COUNTY COUNTY OF RIVERSIDE ~ * 5 29'4400' 30G ' 1558$• 18.54' S �' APPROVAL CURB DATA TABLE s,.,����\\ bn 0 11 N704B56W 20Q59' /BL1wIyG_ _rrADrus LENGTH TANGENT QgoFEss,o\�� TRANSPORTATION DEPARTMENT o�? ^ 121 rBgq" 2D.Da' foDBs -_ 5Q Nro4essW - 20059' - --- _T174.05' ,� y�yn or k��\�1 APPROVED BY: \..\ $ � 9 13 1B•05'15" .3.#000' 10418_ _52.63' 7 _15'D3J0" .TGY1.fJD' 9+A5$• 47.ST es b D 14 18'D5.15` 370.OD' 1 J680 58.89 8 iB05'15" 35Qt10 110.49 5371' 2 14'31:06" 4B4O0, 12163' _-6f.14' y 2 Ili �\ N ©''n - - z 1 � .7�2 l0 Ci n .b 15 18'03:�0' 28D.00 BB 25 44 49' GRAPHIC SCALE 3 93'58:20" 25,OD' 410D' 26B0' ��I NO. 3jS950 m� ,r.;, __ -_ 16 N10'4858°W 200,59' - - m E%P.8/!`UJOB / OTtIM 33950 EXP. 6-30-06 DATE N DAiL.. 4 B6'4104" 2500' 3782 2359' (a �� CHECKED BY 5 15'1DJ0' 520,00' 137.72' 69.2T �I s� r 7 $ti w a�W 17 29'44 0D' 28D.00' 14530' 74.33' a B NB930'1B"W r 74.04 ``�"TF - +^ STORA/DRAIN UNE 6; ryu 18 N403255,w ,9_3.69' �' 40 0 40 80 120 a� OP caL -- 2-�r ob b • IQi r9 9 000 ' S,OD' 39.2T 25.00' V DACE 7 NB930'18'W 10.01 ���\OP 0 l RE �MMENDE &0 D BY: DATE Cv^ to SEE SHEET !4 1J71L7 �V Y• r- PLANNING ENGINEERING SURVEYING , ALEIRT BENCH MARK DATE: 1935 ELEV.: 1423.258 (1929 DATUM) REVISIONS: APPROVED BY: DATE: v�ssroy PREPARED UNDER THE SUPERVISION OF: CITY OF LAKE ELSINORE �`��� ,3BBUlego, H.926wcn 120 I I I �vl ,34 MTLES NORTHEAST ALONG STATE HIGHWAY 74 FROM THE ---- --- /�r�°/ �• n,, F, @en piego,Ce.92123 C.F.D. STREET IMPROVEMENU PLANS °v a ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ELS/NORE, - ___ /�. N, F 135&560-1141 CALL:TOLL FREE RIRSIOE COUNTY 1.5 MILES NORTHEAST OF 7HE JUNCTION OF s AUR11N W.OHMSfECE R.C.E.59528 IXP.6-3C 07 9 85Ei-5t30-A157 F®x TRACT IVO. .39,92 STATE HIGHWAY 71 LEADING NORTHWEST OF CORONA, 167 YARDS --- --- i o m DATE: 3124 bb ----�` IlEll 9-t3 SOUIHWE:ST OF HIGHWAY MILEPOST 37, 72 FEET NORTHEAST OF A p ` No:5352fi ^ STREET - t AM 10 -_ .. ._ Fxp.6/30107 A INETE PtANs lN4t' RENfl4ID fAP LYkAF[[W0.'-fMN ME IE LYINOlJ10.N5 ¢ - HIGHWAY STOP SIGN ON THE.SIDE ROAD, 54 FEET NORTHEAST OF THE __ : a"anfi7.a<.4avr am crn,wv sra�e al avv n rEwnr a m SCALE: 1`= d0(HJ P $PARED FCR: BANKHALL STREET - STATION f0+00.00 TO a3 hVI� L£NN0R HOMES E CALTER DRNIA IVE. ' 422-4,^ CENTERLINE OF SfA7E HIGHWAY 71, AND 98 FETT NORTHWEST OF 7F/E ^y ��" �.-� )�d6 1"= 4(VJ 17t00.00 AND THLRO STREET -'- --- -- P p4 4098D COUNTY CENTER DRAKE, SUITE 710 _ w CENTERLINE OF 37ATE HIGHWAY 74. A STANDARD DISK, STAMPED 'D f ��a TWD.WORKING:DAYS BEFORE YOU DIG. 307 1935"AND SET/N 7HE TOP OF A CONCRETE POST. ov cn��F K WE NO.56915,EXP.s1sD..rT DATE: 3-24_08 TEMECU[A, CALIFORNIA 92592 W.O. FOR: LENAW HOMES F.B. FlLE ._ .. _.. - .. 63512l08.de�g -- 63572.10 - T - I _ .�pi .... __ -�I 1 ,��r_J-.iJ-I__I� !` r. .. !��� .r 11B i•.,� 1 III I I l i 1 1 I I-1 I I L __- _l _i- _� I_ ���L I _!_ I_LII f I a' `I_L I ~.; ''' - - r ! I i I I I_ I _[I Imo!__ I_ x. -- - y - ' - � J - - �j � �?� ILL - .r..s.* ,2�' .i � >a13� , _;1a P• - L � I I I I I ( ! 1. - —L �-- _`':' •I� 4�� '. � �; _ n-".:=.� ' :. - — 1-��� i- i r a�'.: .•. __ f�/ � � 9 .ryJh ,....� L_- /_ — r -I Imo._I_I _� I ;, I--L �- - ,: _ -; � �: �..-•�, ---*� � � � -_ I- _ � --� = _ i J_I !_-C i-i- _I-',- I - ( � L !-I-I-1 I = ._�. -l_ _ I_L_I ,__��-�; ��.��-t-1�-- _ 'I -_�_L-�_I- ._-,- ,I �l._i__._ _ -I � �I-I-� • � r- _ _ I I __ I I- � - I�i_I �I- � •° ,� LI L_I� _ arc ,_�- _ . � -� I I LLI�I_I_I_ ' I_,C,i_! .'_ _ I_ _ �" - _ -v I' l TECI - �I - _i . L I�__ _ L'�'• _ � � W �, �, � w�p _ �;�' . ;� I- _- - i � � --J—�—!— _L_'L. dtEl,! 1�! .%�_ �� -- --- —! --� _ I I — -- __I__.__..... _ - ILL,I _I51 -! T,4 TABLE CUB R , � L �°v 5`. SMRU DMly UNE 0 2; smrtM D tM!E 7I-1' fl: ND tENc#i r ' O 0 BEARiNc s sEE SHEET 2z shEz>m 1 ND' 1#9g —� , z s' f 1 B95r25" zoo' S' 24 sB° CONSTRUCT/ON N�1:TES STORM DRAIN L/NE 71' .. 2 Ba43a4 4 43789' 24779' 2 ND3139:E 2#A72' bi 1 CONSTRUCT AC. OVER as CL /1 PER 7YPN.D96 SP,16'.: 3 6243'24" 3BO.OD' 41600' P31.6R' ! ��� \ yVr ❑ SECTICJN ON SHEET J 4 a2104' f7l111 DJ7' SR ..,. •14.99' `,� ,.� r-. ' 0 COUMY STD. NO. 2W.. SEE SXEEf 1S c3 'a CONSTRUCT 6'7YPE :4-6'CURB PER RAMDE /J N 5 84'132$' 25f#3 a280' � SE��M ,..I✓UNE 2^-a; 6 9246'4f aS,bD .. d' :. 4 � /y�� =574IJCT SlDE7VALK PER RA/Elts/DE COUNrr sm No. 21 r � �" * p . 4 TH/CKNE35 \ / � B L15652' 16b0lJL7 2R4E' 1.3.73 lJ 1§rr{a \ �=? 5� coNs RUCr ACCESS'X PER WY OF LAKE 9 B704?I8' 7 D9 7.93' a375. - ! t r �\ EYSINORE STANDARD LNG NJ 101, ~'i S71?R(!D/u'9fiV UNE 6; fo 86054 ^ADD' 44 93' a7V1 °+ F r Alm OF LAKE` S ,�� 6 INSTALL STREET NAME S 1?E!'CIA' lJ� �� '`' '. � / \7 � SEE SXEE'`T 14 �� a EZSINORE STANRQRD DNG ' �1' F.G.-D. SY17 A if 2�158' IEBD 5$BB' 2A44 ` ^ A ✓� u }`,•l // IJ I 12 G?•4334' 4aD 4s9.79 a55s1CB`., lJ7 fc r I` ❑9 coNsnwcT cocAc DEPRESSION PER R.� v STORM 0/L91N UNE G-1: f3 ND•3f;382� --' 23+f&6' ""-` - s,, �� N LD201. Jf SHEET a2 f4 80'02' '1$D73' 9.29 23.02" \ \ v, LISNf PER FzSJ t t „` �+ 10 RNERSlL1E COUNTY STANLL4RD RIAN A 1f111Lx f CONSTRUCT CURB OUTLET PER RNERSIDE COUNTY STANDARD PLAN NO. .3W �v N CONSTRUCT 6'DRIVEWAY RES7DENTULJ PE7F RNERSIDE COUNTY 57D 207. (16' UNLESS N07ED OTIIERWLSE) 6,Q4) ® CONSTRUCT CURB/NLET PER R.C.F.C.D. STD DNS NfQ m _/ L .:. �,.,.,:, ."` �' a�� °�+. - 3 � .ey � STORM DR9/N UNE A' CB700. ,. r ! s u 1 ::6a5) STORM Li",U#f G a 25 MV SEE SXEL7 19 r SEE'SHEEP 17 , r (a5' 3 fry 3,40A2 >4 AP(SR6NAL OED FOR : �e` WIM EAL GtS�1Ei3 Dpt1NT1 !fF Rt�1ERSIDE i _ �Jf {� y TRANPQ2T4�1flN DP�tfifMElT F �m -1 /ZQ f.b 9 RAj. DATE N0. 33950 m�/, 47 STORM DRAIN UNE C-1' L Gar.. r J L E¢K&D 8Y EXP.6/30/06 6'34)-06 DATL SEE SHEET 22 1V.*, fF &06., dos p FcsyA�R �' G n� DATE _ SURVEYING :2 fTE- ........,.. .:.,. ., .-::> .:_:: ,._ PLANN1i�IG ENGINEERING _CITY LAKE EL3Is�i(3V \� 1 EYE�41A�htE,4D BY - APPRQVE 6Y. DATE 4 64 :. PREPARED UNDER THE$UPERVIS1f3N OF. 3990 Rufrin Road,Suite 120 .:. ..,.. REYIStONS: HLH MARK'' 18'5 E(fS/a i423.258 (1929 DATUMS e� LON sT TE X/OXWAr 74 FROM rHe ��° 'K. oy� Fy j Sen Fuego.Ca.92123 C.F.D. S PLANS M N9R7NFASrA.. .O +4 ° Ei5E1560-1141 Ti�4CT Na .3? l2 0� ATCX TQP 4 AND 5A7/rA FE L4IL YAY STATION RT fC5/NORE sr s E�. � 28 a �'07 asE3 6so 91 s�Fak CALL ML—L FRU RIVENs�iD� eLsr7N 1.5,A{KES NoRT Asr of rrr-dUNC17oN o� � 6VASSON CANYON ti STAI§,'/Gl,WAY 71 LEAAINRs NOIflXIVST QF CORK717L 167 YARLIS I w Na.53$26 m o SOU. T,QF N/j+HN�Y M/4R�175r 7, 72 FEfl;NOkTNEAST OF A — C E-0.8/30I�� erotti£c av a re Al""0111� 5� 1" ?40'�H) PREPARED fOR: WsITE1TFQRD fR�E7' - 23 st Eas a 1-8 s ���� N SIGN ON 7f1E 3K�C RORD, 54 FEE7'lYb1RTHEAST©F 7tJE _-. $ � �/' ,�.. O; G►� AS 1x_4W) LENN4R COUNTY E GR ORIN/A STAT/OA+ 1[I+OO.tlD.: f�•f• .FD C�-NTFRLINE OF 91ATE 797CtJ`KAY 71.AND 36&,_ NORTNWESl OF ` I SUITE 71 TEEC COUNTY CENTER 2592 0 ['Erl!/ERL/NE OF STATE H/GHlS'AY 7A A 57AARJARb DISK, STAMPED 'D _. Of..(;AAA LYIY TEMECU[A, CALIFORN/A 92592 W.O. FOR: CENN4R HOMES F.B. flLE N nar stunaato Rr,E N4R 9S97S EXn . 107 DATE: 3-24-L76 Nt�lRIAING DfYS BORE YOU QlG 3d7 1835 AND SEr/N 7%E TDP OF A C©NCJ7ET£POST. 6351a1�ta4�g - - I 1 i .1 M D NUNS "_ M I I --L L� f r. D N U �--I -- I ---�I =� - --- i_ _ 4�-__._ _ _ - - I _ _ I I - -�- - - __ VA _ - - _ J --I - I--- - - I---� - - - - ---- - - - :p ua L - -�-- -I-- - - - - - _I - - --- - --- - - 17 I I f I I I I__.I __ __ _I _I_I__L__ __ _� LJ_ ._ w_1 • - - ___ - - - - _ I �C_� I i._i_I �- - -h - - i - � - - b, 5 _ F ( � _ � , . , •. (- I .� ,a _ _ + s A .T -- _ r I- - _ -- --- - - - - -- ---� -- iv GRdPII//C 5�3A4Lf CRADJNG AND WA7ER BASJN UC� 2711 ^_ 3 o°Q- RSw 79-20O SGAlE 1 40 .389.00' 432.38' a44.97 Duo R STORM GRAIN UNE C r' U PER DCC DATED 8 3 W 22 m it PRORLE SEE SHEET 21. ° WA.SSON WEST, L.P. N .. 8 N42 05 32.62' $p Lid I 2�m 7 827B' 16 Z m ti W 40 0 40 80 120 2 TON RJP-RAP N 2 II 4D 37 45.00' 37.40 19.HG' w �y I� r0.8'THICK(MIN. PER ci LF. ^•a¢ arAp. LrRA/N 8 N_n ;,y V SCHEDULE ON SHEET 3 O'!Lw 3 75GS CF3,. v7&m F.AS. o41 ro. h 2 A. . _- ,'O 4.5.00' 3581' f8.92''_ y, ^74 ��� :V it.. 9f79.48 STORM �' Z9- R- ^bi"3 •R 2 ,p w w _..w ° 25.83' +w Z� � y ._._._- -� ( -.,_ I DFL41N UNE �p 12 NB4"4623 3572' i _.. .. ..- r- _- �W HEADWALL 4i to d ONH ' Z ° 2 W FOR STORM INfi UNE " O C4i $0p°12o N1 ✓ ;_/ - N --zs 2 � '4 PG4N AND PRORLE SEE " .} M,�1{ l� c3 O 1. FOR STORM ORA/N LINE' $-3': i.: �' _...... l •..:�,� - °p ^ 14 +4 Z II 47 . I d - L�..V Af PROFILE SF£SHEET 21. F A �.w _. ��. 4 t .! N I SHEET 17. y,rp p� I w , r lic- `i i �i f r. ` \G 1V Ii �f 3F 1 y GDlINTY OF RJIERSJDE .. 14A:1FRQ/P 31 air of urrr� IaslNttirE `�u n g ^wL•a a s Q �) � �t/� i IMF �ypg,RepJ��/ �//� _ � � C$a�. - y.1'J•. u �I " ,J A -� / � hN ACC /� \� \ o ..'� ,�R�iZ�.: �„'/e ✓ ,-•�A� ® n o ��� /' �V N Rom_ I $_Mffis1 DRAIN NOTES /3J w N nn LJr 4 '3t APPROMENDED FOR APPROVAL O9 CONSTRUCT LOCAL DEPRESS/ON PEX'R.CF.4D. Nq •Ili !� 3J STD. NO L0201. , O o O FOR STORM DR41N \ w V "�i"A q FOR STORM DRAIN LINE` �` FOR PRIVATE SRFE 5Har DWIV�E 31 INSTALL 18'R.C.P. STORM DRAIN CLASS N. ' ' / PRORLE SEE SH Y ^ �' j W h PLAN AND PROFIT£SE£ 32 INSTALL 24"R.C.P. STORY ORA/N CLASS N / �. `4 a g SHEET 15. Y! �% INSTALL 36"AC.P. STORM DAWN(SE£PROFI[E fOR � � ®,g ®� ♦� /e /a f �p DATE.._ 34 D-LOAD). - j w a O II /i�i//® /J!� CHECKED BY TOt49.59 STORM.: N UNE."B L'_ V � yw 37 CONSTRUCT MANHOLE N0. 1 PER lv GF D. AND WC.D. 37 10fOd.00 STORM ORNAf LINE 8-2' �O°p o r'. - 6 '✓'� /J� 'CJ'i - - S7D DWG N0. MH25f. r0+4329 bOP'R7 BANKHRLL STREEf, \ boo STORA! DRAIN,I�AT,4 TABLE .�-. DATE 38 CONSTRUCT JUN0770N STRUCTURE NO. 2 PER i ..? Af.H. NGL D Hx4,0, L=7.D \l I.P. O✓D91J� O R.C.F,C.D.AND{4 as STD. Dwa N0. JV27. 2 w� ©ice NG LENGTH TANGENT jg CONSTRUCT MANHOLE NO. 2 PER RC..FCA AND O40 90+7Ai76 5TZtiRdI DRAT UNf 1 j 1 3 \ o g�aO� 13 NB94804£ 28.58' 'SEAL-COUNTY COUNTY OF RIVERSIDE 01C.D. STD. DWG. NO. MH252. l✓CA7C �8-�N=f �y �� �!, 31 �[� \ oNR >4_ 295309 4IIO' Z3.4T 12.01' Z. /�oQRpF AS$�TNq��\1 TRANSPOR PA�TI�ON� DEPARTMENT 40 CONSTRUCT CURB INLET PER R.C.F.C.O. 570. DWG. NO. /� __ 0"�2� Y5 54•r821 4. .(J' 42.:65 2308' cefo0 N 3f 39�• R 47 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 3. �(�, f8 0 FOR STORM ORAJN LINE I '�v %y� z!!l O - / N0. 33950 m( ��$ A O CONSTRUCT DOU@LE HEADWALL PER CA MANS STD. PLAN FOR STORM D/7AJN L1NE -2"' t j' W 4 J- 77 1Tf 118 9�0D' 2Y,$ f0.94' 18 N438'183Y 4L>51' -- PLAN AND PROEJLE SEE '' •� (a•• /",. �Xp s/3°/°e m/ : N0. D89. y / Q 19. NF4'4411 E SHEET 15. 'r1; �(!� z� HALED O7HMAN R. ' . $3980 EXP: 6-30-06 DATE PRORLf 5fE SHEET 45 CONSTRUCT C01III E DROP INLET PER R.C.F.C.D. SM.. 24 N14'4427� 37Da' wr P� O DWG. NO. CA9110. tOt39.06 STORM ORNN UNE R-2' Y1199 4 - FOR STORM OR4 N l\�rF °r v.l� pQ2j 2 9 4O - yy. 21 2355 00' 3750' f5'85' 7.94' !�•zt` SEE SHEET 15. 3 \\�\\ °"F RECOMMENDED Y:_ DATE O N!C.O.raSTD OWGHNtl MH254.PER R.C.F.G.D. AND 9ASIN NO. 2O, W=f4.0; 72.58 oN �_ 22 NB483TW f0848' YO BENCH MARK DATE: 1935 EL .- 1423.258 (1929 DATUM) REV131DN5: APP,OVED DATE: PpoFEsst°a PREPARED UNDER THE SUPERVISION 0 : 9990 RuffinI PLANNING Gu EE PING SUF VEYING l�l[]�i011�1Jl�1D ALr ;�,zo CITY OF LAKE ELSINORE N 3.4 MIAES NORTHEAST ALONG STATE`HIOHWAY 74 FROM THE - ��a �W• D 85B-589o.14 E2123 ATCHlSON, TOPEKA AND SANTA FE RAILWAY 5TA770N AT ELSINDRE, /A � C.� D. STREET /MPROYEMENTS PIr9NS o .. . yr IAARIIN 4Y.014MSTEDE R.C.E.53526 EXP.6-30-07 ME3-530.6157 Fax TRACT NO. 31792 14 OF CALL O L FREE AlITENSJDE COUNTY 15 MfLES NORTHEAST OF THE JUNCTTON OF STATE HIGHWAY 7! LEADING NORTHWEST OF CORONA, 167 YARDS �' `� - No.53526 m ,DATE. S WASSON CANYON •� SOUTHWEST OF HIGHWAY MILEPOST 37, 72 FEET NORTHEAST OF A a e.P sjaoJoi ezw aExer+a•°r-ae aauxtiA "'""/d`uvmx':air cav°ma HIGHWAY STOP SJGN ON THE SIDE ROAD, 54 FEET fJORr`NEASr OF 7H£ cu-°Etu°autn'r'u' dn' s/A7�en0s'`'u'°A°�+u�/wv er:L '.gym. SCALE: I'- 40 w) PREPARED FOR: ,STORY ,DRAIN PLANS a'� SREEfS a -4 CC7JTERLINE OF STATE HIGHWAY 71, AND 38 FEET NORTHWEST OF 7HE sr CIV i�- �¢' >/ LENNAR HOMES E CAL/FORMA ti " qrF pRb y s,_� O E- 08 Dg J'= 41N� 40980 COUNTY CENTER ORIt/E, SUITE 110 CENT£RUNE OF STATE HIGHWAY 74. A STANDARD D19JG STAMPED D TWO WORKING DAYS BEFORE YOU DIG 307 1935"AND SET IN THE TOP OF A CONCRETE POST. °F °P�'LA SEUAdACO RCE NO.5591$arv.r�so%o7 DATE: 3-24-OS 1EMECULA, CAL/PORN/A 92592 W.O. FOR: LENNAR HOMES F.B. MLE N0. 83512113.dWg 63512.10 IJ.-I _ ' J ___ - --I- _ - - I -- - J L _ - I - - -- Li -- 6114 - -[-- .: - -- -I L 1100 - - - -- - II _ - :' --�C-C -C C __ : C._ _ _l ::-_���_-► _.. ._.� � _ - _ . ._ _ F� _ C. �M_I ,� -_ w., , I / - _ -- - _ __I_1-.�l_ __.__[�_ _ ---�-__. _._ ..-l ._�_ _, '_.-� I_I ='. _i__ °'` ' L_--�-__I L - _L_.I_._I _� -_: C_I__ I-� I L__ I__.. _ � " •-- 51 Pilo , ,� -apt=R Pr - - - - j --- -- �°, -- ala -F 3 s�, I ] � _ - «�=-- -- -- -- -- e .a6z 1 .� fry 1 T I CfP f 51 D3 II_t I F� - - r - - - qt 5 7 BEGIN R.CP /2 � t f 42 S1 N - AMIN DATA MeL� FOR STORM DR41N �JtIE C'PLAN 51:67 L F 30 R. 1352.94/[ � Yfi23E4J 5Ti�RM DR NV L/N£ �-1; Ai�1S LENGTH' TANGENT QND PROt7[E SEE• .SET f4. STORM DIPAIN 11750-D) (\ PROFLE SEE SHEET 22 G-2" RA- O 2.94 f 1 R.CP \\ + G'11L4 1, H=4.0; L=70' 1 -=- &9 - 1 R5533 q `; y� iV=7.0 6VSTORM4DRA/N LIME C-f;f 1 Orco- 46.9 r 4, > Vjoa 9.6 F.P.S. f0i 51.87. END R,C.f �\� H BASIN NO. ZO ' 36 EME� � (f7.0 F.P.S. FREE O&VALL) 135280 f � ^ � Q roo 93a L GRADING ANq TEN R gg "1 V"= f2 0 FPS LICENSE FROM W4S iV �, � 14, POOR Sr SEE SHEET USE G-f^ \\\ ✓1 % N Y- 0.18, B 42' DA7YD 6-9 2DD5 FOR STORM DRAIN UNE C'PLAM 3 12 z 26 AND PR4RLE SEE SHEET f4. \ T. 4� ^a. Z. ` �1 RIP- ON SNEETE 3 1 A 4 ^ r / ✓ II ' < FOR STORi!GRAIN UNE' G'PLAN AND PROFLE SEE RILIV 2 TON RIP-RAP- 50'w4v x f5'LO.Y I I - .,,t�; `�„ "` PER SCHEDULE - :,tom ON S1/Ei:T,7 r ".� \ � � ci d � r _ RECOMMENDED FOR.. Aa1` n mrry '' NOTES APPROVAL ' Yee -. v 8r ow, mUCT LOCAL D£PRES570N PER RCFCD. STD A0 41 ry ^ O 54 ^ 2 46 -Jul P K: INSTALL f8'R.CR STORM fJRA/N CLASS N. S�!NT��nO�RM DRAIN ETA TAe9L£ LIM O INSTALL 24 R•C.P. STORM DRAIN CLASS IV Rp!gNG_ RADIUS LENGTH TANGENT �27.29' � DATE c / �9 S� 'CHECKED BY f /[� °]�-;'' ''/B1 ��� 0 S[ O)30'R.C.P. S1YlRM ORNN(SEA PROFILE FOR NBfl4E:Q4� 4A00' 24.59' ldbl' 2 �+ A o � �lr � .htA1f^lMI ¢ N �o DATE 34 INSTALL 36"R.C,P, S70RAI DRAIN(SEE PRORL£FOR 3 54201C3' owl 42.68' 23,70' M.S. 4038 I.P. 05011S D-coADI• 4 MO T91� 27.45' CONS7RUGT HE7IDWALL PER CA mms sTD. DWG, PLAN 5 N0'31'9`E' -. M.A5' '4p 07 37 SEAL-COUNTY COUNTY OF RIVERSIDE ND. M. r71.54' ' slo TRANSPORTATION DEP1k1?��"MEiVT 5 caNSTRICI MANHOLE NO. 1 PER R.C,FaA AND MCA s t0D54'J 4d�fl� 94.53 99.17' � QR kF STD. DWG MO. MH251. 7 2T27'12' 4IlE OA' f94.53' 99.17' 81 FOR STORM DRAIN UNE it'PLAN N-orH l APPROVED BY: 40 CONSTRUCT CURB 7RY 7 PER R.C.Faa STD DWG. NO 8 24'025fp 40.6t6"dx' f70.4O' 86.4T' AND PROFLE SEE SHEET 19. O C8700. 9 2 18'15 f674QO' 81.93' 40.91, N0. 33950 3f� 9 06 41 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 2. JO 2'1854' f8740A' 67.64' A68 "1FD' GRAPHIC SGAL£ EXP.6/30/0a �� FIALED OTH AN .. 33950 EXP. 6-30-06 DATE 1t N403f'f3';` 20.10 v I / 43 CONSTRUCT DOUBLE HEADWALL PER CALT1t1KAtS STET PLAN II s O 12 N5T45J0'W 23.29' yT /v I t �a NO. 089. 1,9 N69'42 49 Z7 84 40 O 40 BO 120 b \\\\\F.CN1 F '-- 2'�MAm2�� 4§ GDNS71?UGT SGOPE ANCHOR/ANTI-SEEP COLLAR PER 14 N110404'1Y 18..13' - RECOMMENDED BY ,_ DATE DETAIL lIN SF1EEl•3.: ,, 15. V `/-5 D6 aFEssro PREPARED UNDER THE SUPERVISION OF: PLANNING I .6ulM1RING' SURVEYING CITY OF LAKE ELSINORE .gam BENCH MARK DATE: 1935 ELEV.: 1423.2$8 (1829 DATUM) REVfSIONS: APPROVED BY: 'D TE: o P? Nql 3690 Ruffin Roed,Suits�20 ry N1\ 3,4 MILES NORTHEAST ALONG STATE HIGHWAY 74 FROM 7HE -- e�" Aj- 0 P 5an17iego.Ce.9^tl1^m3 C.F.D. STR££T IMPROVEMENTS PLANS : ATCH/$ON, TOPEKA AND,£4NTA FE RAILWAY STAAON AT ELSINORE, ___ �, �� f 2 as.958�-9 941 TRACT NO. 31792 o>: _ sf MAIMN"W.dNMSTEOE R,C.E.53528:EXP.6-30-.07 R99-560-6957 Fax 17 v� CALL:TOLL FLEE 81WRSIDE COUNTY, 1.5 MILES NORTHEAST OF THE JUNCJTON OF _ _ $ m z STATE HIGHWAY 71 LEADING NORTHWEST OF CORONA, 167 YARDS DATE: 2 0 1- SOUTHWEST OF HIGHWAY MILEPOST 37, 72 FEET NORTHEAST OF A w r No 53526 m m 6YASSON CANYON _. _ ExP.6(36/07 a RIESE fCM'S If4lE BEEN NEHENED'fOR �17I,INE-M iF tYNDlIICNS 4 oFavaowlENraro/oRcmax?slxfeuxsarmaPFh%!a r •,mzAct'" SCALE: 1'= 40'H PREPARED EOR: 23 �gI� ��q��p9 HIGHWAY STOP SIGN ON THE SIDE BOND 54 FEET NORTHEAST OF THE __ -- () .STCIRM DRAIN PLANS $N� a mT�G�•4eW CEN7ERLINE OF STATE HIGHWAY 71, AND 38 FEE!NORTHWEST OF THE ___-_ ._ s9 clv l� stir , � ,_ _ ) LENNAR HOMES E CAL/ RIVE, m 40980 COUNTY CENTER DRIVE, SU/7E 110 ORAM CEN7ERL/NE OF STATE HIGHWAY 74. A STANDARD DISK, STAMPED O .. F of cn�tiF 'V� TWO WORKING GAYS BEFORE YOU DIG 307 1935"AND SET/N THE TOP OF A CONCRETE POST, xav sev rat0 RCE No.5ss,5 EXF F. D7 OATS: 3-24-06 TEMECULA, CAL/FORMA 92592 W,O. FOR: LENNAR HOMES F.B. FILE N0. ^ _. .-... . ' _. 635f21i6.drrg 8351230 �--- ff 1 ^>• 9 _ I i — I `D — � Ga — I— d .' —(—� � � � � MH.'NO 1f f if _T I—• — - - - u — I_c - - - - - - - �— - -�-- _i — _ � o I _ 1 I I J_ IRV — - - -- --- _ I - -- - - _ -- - - - a - - I _ k Ar- SIN - - I — [I- ---�- _ I LI I_ :. . - _I — I � I Y�� -: 'V1� N.,i -r1- -- -- - - - - - - - j : RTAIR I I L— _ 4 — L---I-- -- -- __ �--- -_) L _ MAW �-------.f !--I I -1 - - - - - I I_. 1 '._'�z. I I � —00 —AllL _I_rP l �v - �_ !- ! ._ L. .,- s �,: �,. �—� 1-. _ I--I—;--I-._I _L.__ - —�— — ►� c;::,' ., _ ��� I H • _ -: .;� -I- --I- -� �--_� ----��-_.-- -- --- - -- - - i I _ I - -- ri - - - - - - rr _J - -_I —I—I— -- —. -- -W � c� � I y • 411 "`- �fooJa —I __f_ � 1• -- - _ � _ I —I iioo __ — —I--- — —r-- — f I 1 —�— „ _1 .` ) ,~I_4• —[_ _. SGkL > _ (>�' - 'c — 4 Ltd w I 1 � ~ 14 r.3 L__ __� 7 F U. �035 I.P. 0509?5 — _ -- I-- I_�CLI—C I__ _ — — -- • SEAL COUNTY COUNTY OF RlYERStDE RECOMMENDED FOR , ,,..i I I APPROVAL - - _--I—( —� occssy� TRANSPORTATION DEPARTMENT APPROVED BY: � 1 � TA 5 _.I!•/�T 25 yFy�ll�, � _.I-_.1--�1 �_ m! _ � /erg/o .__ /u NO 33959 E3ta 6/30/Ofz a/ HA A 0 AN .C.E. 3.3950 EXP. 8--30-06 D�ACE CHECKED BY " riR+4��. SCALE o Li \�����f�A� DATE 12vC DATE !Jr V V. , 40 O 40 BO >20 0 ...: "' PLANNING ENGINEERING SURVEYINL -� BENCH MARK DATE: 1938 ELEV: 1423.258 (t929 DATUM) -REVISIONS: Qgo EssroNAf PREPARED UNDER THE SUPERVI510N OF: 3ee0R�ffmRosd,Sum-12C CITY OF LAKE ELSIN4F�E 3.4 MILES NORTIVST ALONG STATE HIGHWAY 74 FROM THE : w� SarrMeg..Ce.S2123 w: py m / � 6 � d C.F.D. STR£EI /MFRQfE�I/£N7 PUNS <Od ATCHlSON, TOf'EKA AND SANTA fE RAILWAY STA770N AT ELSlNORE, —_. -'U' y� FAARTIN W.OAMSTEDE R.C.E 53520 EXP.6-30-07 65E3-560- 151 21 CALL'TOLL FREE RIVERSIDE COUNTY, 1.5 MILES NORTHEAST Of THE✓UNCTION OF �n 05E356C-B157Fax TRACT NO. 31792 .STATER/GHWAY 77 L£AO/NG IJORTHWE57 OF COROAIA, 167 YARDS - No.53526 � r5 ,DATE• L WASSON CANYON a ' 1— D SOUTHWEST OF HIGHWAY MILEPOST 37, 72 FEET NORTHEAST OF - E.p.6/70/07 RrntlEnl�iv re'u+ ,aw"a17Ha r,uq'�' i SCALE: "_ r) PREPARED FOR: a HIGHWAY STOP SIGN ON THE SIDE ROAD, 54 FEET NORTHEAST OF THE -___-- — _ 1 4D'H STQIPM' DRAIN PLANS 23 sREa1s �; CENTERLINE OF STATE HIGHWAY 71, AND 3B FEET NORTHWEST OF THE sT CtvI� u/ C�4'�Gs/a� ,~= 4N� LENNAR HOMES E CALIFORNIA F - - --- $ 40980 COUNTY CENTER DRIVE, SUITE 110 CENTERLINE OF STATE HIGHWAY 74. A STANDARD DISK, STAMPED -. _. _ `" of �p�7F CITY G4 ` �y TWO WORKING DAYS BEFORE YOU DIG .707 T935`AND SET/N THE TOP OF A CONCRETE POST. 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