Loading...
HomeMy WebLinkAboutTR 37305 SIP NICHOLS ROAD PLAN NO 20-098-20-105-signed GENERAL NOTES PROJECT 1. NOTE 70 CONTRACTORS THE EXISTENCE AND OBTAINED B N S ANY UNDERGROUND CORDS. PIPES OR CITY OF LAKE ELSINORE LOCATION STRUCTURES SHOWN ON THESE PLANS WERE OBTA/NED BY A SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTA77ON AS TO THE c ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIM17S OF THE PROJECT. THE CONTRACTOR IS RIVERS/DE COUNTY REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PR07EC77ON OF ALL U77LI77ES, PIPES OR TRACT NO. 37305 STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT ANY UTIL/TY(lfS) DAMAGED DURING THE /cHas R PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED 70 THE SA77SFAC77ON OF THE GOVERNING NICHOLS ROAD AGENCY BY THE CONTRACTOR A7 HIS EXPENSE. NICHOLS RD z 2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICA77ONS FOR PUBLIC WORKS (LATEST g EnCO NIs AVE 19 EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE /T IS THE CONTRACTORS STREET IMPROVEMENT PLAN CITY OF o 9t oo PS` RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. LAKE ELS/NORE W,W I I oo C m 9 �cFP c J. THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48)HOURS PRIOR 70 BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124 EXTENSION 247, BETWEEN THE HOURS PARCr I_ j �!V :-7455 ; 11 Y. OF 9.-00 AM AND 4:00 PM,MONDAY THROUGH THURSDA APN: 339-200-035 Jr• FARCE-12, rM 37455 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND mw T A WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY CITY ENGINEER OR HIS NlllYllvCison A/'!�l: Sri`.�-20a-a3s REPRESENTATIVE FA/LURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE /^. y_' - - � MCANT 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB —' / ! _ '_ - - f - ` o j J SITE, A7 ALL HUES DURING CONSTRUCTION. _ /��/ `� O I\ I VICINITY MAP Goo - - 0 NOT TO SCALE 6. IT SHALL BE THE RESPONSIBILITY SHALL THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF W �9 �� �-I - ' �� � ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED, AT LEAST FORTY-EIGHT �-� 97-� 2d�2712eIp524 2322�1 � 1—_ - , �, THOMAS GUIDE,PAGE 836, GRID B7,2006 (48)HOURS PR/OR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE , // - ,� I 50 11 20 lg/ _- SAN BERNARDINO&RIVERSIDE COUNTY EDITON ALERT(USA.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR 70 BEGINNING WORK. -wool I II 51 II 96 2g j 17/16/1 -"-�� -- ---- - W_—�won nowy�(�r 7 THE RELOCATIONACTOR AND COSTLL BE OF ALL£XSSTINGIBLE FOR THE UTILITIES SUBDIVIDERNG OF THE MUST INFORM THE CITY OFO�AKERELSINORE —'' pl l�52 �I 11 99�u0 I II !96 �- 57 I� ��x� ���114/13/12 1 I - am '� OWNER /APPLICANT CIVIL ENGINEER B 5u' 1 3> I,11 95 11 119 �� >>l �� z- OF CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING OF CONSTRUCTION � PM 37465 Ilgl-- I �I�93-,I- Il 11 1 9d II 11 lid-/ >2 \ 10/g T/ n�C�l PARCH 3 I �I�� 54 I 11 J-^2 p 1 94 gg I I 1� I a 7 sT gY� -- 1 _ NICHOLS ROAD PARTNERS, LLC K&A ENGINEERING,INC. 8. ALL UNDERGROUND FACILITIES WITH LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, I II 55 I 1 42 , II 11 93-/--_41�1, ll7 121 T I 134 _ __ 3/ / L P.O. BOX 77850 357 N. SHERIDAN STREET, SUl7E 117 ELECTRICITY, GAS AND DRAINAGE FACILITIES SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. f-_ 1 3 >00r- I - 05• r T 56 41 34 1 �� g2�lO7'� 111� 1-5 122 -- IOC CORONA, CA 92877 CORONA, CA 92880 (� I-- �- 1 �123 l +t�i f r' °e PHONE: (951 277-3900 PHONE 951 279-1800 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, TO II I I' -��-- 11>15' II 132 I II LOT 143 "� ) ( ) DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES Op IT 57 I I 40 35 I 91 IO2 II p _ /24 II --1 PARK 5/TE �0 O� ll f 5d ^9 3s Ili I l31 /-- >4-/ Pd� _- --_�� ONLY. _ II _ _ (/1^/) 125 I II 13-� (�0- 1'� 1 i � f -��, SOILS ENGINEER 59 u 37 Ili j 103E 11 112 72 /30�� �g /LOT 144 O..S\ (,� 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED _- - - T 3d gg 104 PRIOR TO CONSTRUCTION THE ENGINEER OF RECORD SHALL BE NOTIFIED ON ANY NECESSARY REVISIONS TO --+-' 1 II 11 - _ 1 J 1 12-1 I W 1545GEO N,INC. dd l05 1 l27 15-1 I 1' r >� 154B NORTH MAPLE STREET THE APPROVED PLANS THE REVISIONS SHALL 8E IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE - -d\ 0 \ t 1 I 11_1 CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. -- 11 d7�106 1\1\\ »> (, J � CORONA, CA. 92880 s0 73 74 1 111 CONTACT ANNA M. SCOTT db 107\\ 0 110�i'� i f !� 23 17-1 II 1 I� ' 11. ALL EXISTING MONUMENTARON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO 1 - 75 \� `__` (951)-7f0-1160 PMCH3 61 1 72 \ i �� i" i t 1d-1 1 I CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE PARCEL 3 11 - 7b \ \\ 5- >a ��0 71;8 OS• - �,b' I - CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE/S GRANTED. 52 1 1 71_�/ d4� >D9 /l0 0A �' '� LL ABBREVIATIONS & SYMBOLS 63 1 \\ 70 / 77�� /a3� /,jam '4 \` \`4 ti� °j 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC \ \ �jd �y p� O + ti 1A ��a U 5-/ - R/GHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE ,X 69 ( 'b9 /d2 �r �� ++ 2 + II I A.C. ASPHALT CONCRETE LP LOW POINT J PARK SITE + 0 \ \ A. 7g / 2 II 5-1 A. AC ACRE LT LEFT CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE b5 I bd /� / \ j�// � + ti°'� i " p _ 1 I � MAX MAX/MUM ENCROACHMENT CONSTRUCTION A�ONG/T MUST BE PRESENT AT THE JOB S17E WITH AN APPROVED SET OF IMPROVEMENT PLANS. THE TOTAL TIME OF PROJECT 66 (�� - � d/81 0� �/ +\+a �Q `�,, u2 1 II 3-1 I AP ANGULARB. POINT J I MOC MIDDLE OF CURVE 67_ / -j 9 33-1 MIN MIN/MUM I 2-1 i - _ J BC BEGIN OF CURVE 13. /F AN ENCROACHMENT PERMIT/S REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, PLEASE LOT 137 �,+' / ,�1"� i T-M'r SCAL CAMICN e I /I MH MANHOLE WQ BASRV �,0 / �� "4-1 I r' r r BCV BEGIN OF CURVE RETURN MVC MIDDLE OF VERTICAL CURVE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES'SECTION OF THE IMPROVEMENT PLANS `� // IV1GV SCHaaL z _ 1-> /j J,� BVC BEGIN OF VERTICAL CURVE c,�D NTS NOT TO SCALE BASIS OF BEARINGS LOT 237 ,�Q�e APN: 339-21a-a39 ����_____ / CB CATCH BASIN O.C. ON CURVE IyQ BA•SRy J 40+1' LOT 140 \\ - 1 `// CA, CL, ¢ CENTER LINE O.S. OPEN SPACE THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSIHONING USER SERVICE (OPUS) CFS CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVE SOLUTION USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON ^` LOT 39-1•' C&G CURB AND GUTTER PA PROPERTY LINE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) -CNPP; P474-, AND SBCC, NAD-83(2011) EPOCH _� \ 2010,00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DWY DRIVEWAY POR. PORHON DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOW PER THAT RECORD REFERENCE. ALL DISTANCES _ /J �� \\ 1' / E.A.,EA EACH RCP REINFORCED CONCRETE PIPE SHOWN ARf GROUND DISTANCES UNLESS SPECIFIED 01HERWISE. GRID DISTANCES MAY BE OBTA/NED BY \ EC END OF CURVE PP POWER POLE MUL 77PL PING THE GROUND DISTANCE BY A COMB/NA 77ON FACTOR OF 0.99990957. CALCULA77ONS ARE MADE AT 00 N' r PROP. PROPOSED ,P �,f S \ -��, ECR END OF CURD RETURN PM PARCEL MAP CONTROL POIN 799"WITH COORDINA ITS OF N2200064.438(GRID)E.6222480.222(GRID)USING AN ELEVA HON O� / \ I _ J ELEV £L£VA 77ON PW POINT OF VERTICAL OF 1462.062(NGV029). -- I y � \ I `-T I EP END OF PAVEMENT INTERSECTION NOTC 'SA A,w \ 2 __� I EG EXISTING GROUND /YI/lP INDEX \ EVC END OF VERTICAL CURVE R/W,RW RICH OF WAY ALL PROPOSED STREETS ARE PUBLIC RIGHT-OF-WAY 9p \ W II I' I / I EX.,EXIST EXISTING SCE SOUTHERN CALIFORNIA EDISON SCALE: 1"=200' SO STORM DRAIN NOTIFICATIONS \\ ,I -I - FG FINISH GRADE S SS SEWER / FL FLOW1/NE SF, SF. SQUARE FEET 0 200 400 600 800 FM FORCE MAIN S STATION CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIESS W SHED SURFACE OR AGENCIES AT LEAST 48 HOURS/N \ // SIDEWALK ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION. / A\ �j __ 1�, G GAS TTAN TANGENT GB GRADE BREAK T.L TANGENT INTERSECTION RIVERSIDE PERMIT SECTION (951)955-6790 \. / \ U wT-i--T� i HP HIGH POINT TC TOP OF CURB RIVERSIDE COUNTY TRANSPORTATION (951)955-6880 INT INTERSECTION TIP. TYPICAL LEGEND CONSTRUCTION NOTES QTY UNIT ✓r JOIN TRENCH VG VERTICAL CURVE DEPARTMENT-CONSTRUCTION SECTION: W WATER SPECTRUM (951)406-1690 TRACT BOUNDARY �� FIRE HYDRANT CONSTRUCT 5-1/2-A.C. OVER 6-A.B. CL ll PER TYPICAL SECTION ON SHEET 2. FINAL PAVEMENT SECTION 182,500 SF L LENGTH WB WATER QUALIFY FRONTIER (800)366-7801 TO BE DETERMINED PER SOILS ENGINEER DURING CONSTRUCTION L.F.,LF LINEAL FEET (951)674-3/46 ELSINORE VALLEY MUNICIPAL WATER DISTRICT. CENTERLINE AIR VALVE ASSEMBLY 2 CONSTRUCT 8'TYPE$'CURB&GUTTER PER CITY OF LAKE ELSINORE SID.NO.201 2,200 LF LN LANE � RIVERSIDE COUNTY FLOOD CONTROL DISTRICT., (951)955-1200 PROPOSED R/W' PROP. WATERLINE 2A CONSTRUCT 8'TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE SID.NO.201 AS MOOIRED PER 385 LF DETAIL ON SHEET J DISPOSITION NOTES QTY UNIT SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 NEW AC PA VEMENT -x-x-x- EXISTING FENCE 3 CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE SIR NO.210, 4"THICKNESS /3,300 SF SOUTHERN CALIFORNIA EDISON CO.: (800)655-4555 EXISTING AC REMOVAL EXISTING R/W CONSTRUCTGUTTER DEPRESSION U OPENING CATCH BASIN A AN I N I EA I PROTECT IN PLACE - - -- UNDERGROUND SERVICE ALERT(USA): (800)422-4133 OR 811 U l U L A IN VIAL A IN LAN to- PROTECT IN PLACE UNTIL RELOCATED BY 07HERS AC GRIND AND OVERLAY -W--- EX/STING WA TERL/NE 4A R/VERS/DE COUNTY STD.NO.311 PER DETAIL ON SHEET 3 1 EA 3 TO BE REMOVED AND RELOCATED(FENCE) 2,000 LF 0 So- CONSTRUCT STREET LICHT PER SEPARATE PUN 11 EA SIDEWALK PAVEMENT ---G- EX/STING GAS 6 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD.NO. 118A(WIDTH 30) I EA EXISTING OVERHEAD INDEX OF SHEETS ELECTRIC BENCH MARK:BY B-95-61 -T `- TOP OF SLOPE 7 CONSTRUCT RL7ERRA INTERNAL BYPASS CURB(SEE SHEET 3 FOR DETAIL) 1 EA 2 FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND T ------ GRADE BREAK SHEET O ti NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 21 SLOPE RATIO Bo- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE STD.NO..207&DETAIL ON SHEET 3 2675 LF DESCRIPTION cn FEET NORTHEASTERLY TO BENCHMARK 10 FEET SOUTHERLY OF A NO, LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET -1----L- TOE OF SLOPE PROPOSED EDGE OF PAVEMENT g ADJUST TO GRADE 23 EA CHISELED SQUARE DN NORTHEASTERLY CURB. I 777LE SHEET 2 j ELEVATION 1271.76'(NGVD 29) PROPOSED FLOW DIRECTION 10 REMOVE EXISTING AC PAVEMENT 85,600 SF V CURB&GUTTER o it SAWCUT&JOIN EXISTING PAVEMENT PER RIVERSIDE COUNTY SIDS &DETAIL ON SHEET 3 650 SF 2 SEC77ONS Lu Q O STORM DRAIN DA)2/GHF LINE 3 DETAILS m Z� LINE/MANHOLE 12 REMOVE AND RELOCATE SIGN PER SIGNING&STRIPING PLAN 30 EA W � SEWER LINE/MANHOLE 4 NICHOLS RD. STA. 10t00 TO 17t50 13 CONSTRUCT TRAPEZOIDAL CONCRETE DITCH PER DETAIL ON SHEET 3 1,696 LF o - 1 - - EXIST STORM DRAIN �'�-. PROPOSED STREET LIGHT' 5 NICHOLS RD. STA. 17t50 TO 25+50 14 REMOVE EXISTING FENCE 3,200 LF 6 NICHOLS RD. STA. 25t50 TO 35t00 DIAL TWO WOWNG (2) VALVE 15 REMOVE&RELOCATE GAIT(BY OTHERS) 2 EA 7 NICHOLS RD. STA. 35t00 TO 45+00 WORE DAYS WOREYOU C YOU M NOTE-COUNTY APPROVAL FOR WORK WITHIN COUNTY OF SIGN 1s CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET 3 20 LF 8 NICHOLS ROAD TRANS177ON ROAD W TOLL FREE 1-800-422-4133 RIVERSIDE JURISDICTION ONLY.ANY WORK WITHIN COUNTY �u 2 A PUBLIC SERVICE BY 17 CONSTRUCT OVERSIDE DRAIN PER CAL TRANS STD.NO.D87D&DETAIL DN SHEET 3 1 EA UNDERGROUND SERVICE ALERT JURISDICTION SHALL REQUIRE AN ENCROACHMENT PERMIT. MS4362 /P#990029 ERSC 10 08 2020 MB ENO-2019-00476 g PREPARED BY. SEAL "AS BUILT'" SHEET NO.. O UU MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE ENGINEERING 357 N.SHERIDAN STREET CITY OF LAKE ELSINORE O CONDITIONS OF DEVELOPMENT AND/OR C/TY AND STATE LAWS AND A PERMIT QROFESS/O ~ ~vl MAY BE ISSUED.' SU17E 117 �o SN c.oSa 44, RC£ EXP. DATE j co Lu LAND PLANNING CORONA, CALIFORNIA 92880 �F` �.p yc REVIEWED BY STREET IMPROVEMENT PLAN U o SURVEYING FAX(951)279-4380 No.3R—y a FOR TRACT 37305 OF H SHT5 / -"' I ngmeerfng,Inc. Ors P SCALEE A�SHOWN DA NICHOLS ROAD FILE N0. 0 0 10-16-2020 //��� � 2 Rt N HABIB,RCE N0. 83156 DATE / � V/� 1— 08/17/2020 T"JfoT-cn�1F TITLE SHEET Q Q CITY ENGINEER DATE AUGUST'2020 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.£No.36996 DA1E 20-098 OrawmA M:1�266JIG dl5freehlMhcatrvcfure 166J-hN-SI-N/g1IX5-OOldq Caput PR£SHEFt Sand 8/]/1020 IP.33 AN Hoffed:%II%ZO&32 AM y lane lY R/W R/W R R 132' o 120' o 60"FUTURE 72"-PROP. IMPROVEMENTS FOR 7R 37305 y¢ 60'FUTURE 60'-PROP. IMPROVEMENTS FOR TR 37305 12' 48' 60' 12' 4 12' 48' 48' 12A g 9 I PARKWAY- PARKWAY 1 I PARKWAY. PARKWAY IJ I 6 41" 14" 53' 6 2"MIN 6 41' 14" 41' 6 2'MIN. r WAL FUTURE 8` 8' VARIES FUTURE �N�H IDEWAL EDIAN ,� IDEWAL BENCH FUTURE 8" CURB&GUTTER SHOULDER ti9.T-t402, CURB&GUTTER BENCH OARIE0 v 2� 2.09 4�$ 2o. - 2 PROP.PAVEMENT �l p�• MEDIAN IDEWAL JJ rn PROP.PAVEMENT F 2 ---------- - P 0 .0 2~� ------ -� --- ----LEVEL LINE_ 2.09 4 LEVEL LINE � .�1 0 LINE- _ -----�� =PR --------- -PROP. AGO.BASE ------------------------- L: ----PROPOSED ACOCURBPROP. AGG BASE 3 -' SLOPE 2:1 MAX. PROP.8"C&G PROPOSED 1 -��-AROP. TOP8 SHOULDER TO BE PROP.8"C&G ----- _-, EXISTNG SLOPE 3.1 MAX. / OF SLOPE COMPACTED NAnVE GROUND------_-_-_-- EXIS7/NG NICHOLS ROAD-STA 13+20 TO 16+00 - ------ --- ExrsnNc GROUNDNIS DAriIGHT TO EXISTING AT J.-1 PROP. CONC.DITCH GROUND GROUND CITY OF LAKE ELSINORE STD. NO. 100C NICHOLS ROAD - STA 27+50 TO 35+00 URBAN ARTERIAL NTS CITY OF LAKE ELSINORE STD. NO. 100C Aft Y S'LY URBAN ARTERIAL � R/W R/W 120' �� R/W R/W 0 60'FUTURE 60'-PROP.IMPROVEMENTS FOR TR 37305 I o 120' � 12' 48' 48' 12' o PARKWAY- PARKWAY IJ 60'FUTURE 60"-PROP. IMPROVEMENTS FOR 7R 37305 a 6 41' 14' 41' 6 2'MIN ti Q �1 12" 48" 48' 12" g IDEWAL FUTURE B` FUTURE MEDIAN LEVEL LINE __o_ lDEWAL 20% 2 BENCH ;_PARKWAY -__-_-"- --------- - -- fi - 14" PARKWAY 1- �- X IDEWAL LCURB E 8 BENCH 0 F60URE 41' 6 2'MIN. CURB&GUTTER 3" 0 VARIES� --- 1 - -MEDIAN EXISTING IDEWAL ~ BENCH --- PROP.PAVEMENT OPOSED GROUND BENCH t 12.0"-t 135 2 0R d,P. ___ ____ 207 SLOPE VARIES FROM 4%20% -------- ---------- __---- GROUND ___ _--------- &GUTTER - � 2Ay 2 - _ GR D PROP PAVEMENT AGG.BASE ---- 2 --------- — ------ --- - ---_��LEVEL_LINE_ % Ir C ------------- PROP - -- PROP. CONC.DITCH _-�DAIIT TO EXISTING 8`MODIFIED C&G(STA 17+38.34 TO 21+f0) PROP.8'C&G �L — PROP. 6" GROUND EXISTING PROPOSED PROP. AGG. BASE 2'MINIMUM FROM R/W PROP.6"AC CURB(STA 21+10 TO 23+f0) AC CURB NICHOLS ROAD STA 17+38 TO 19+50& STA 20+40 TO 23+10 ROUND SLOPE 2.'1 MAX. PROP.8"C&G N IS CITY OF LAKE ELSINORE STD. NO. 100C NICHOLS ROAD-STA 35+00 TO 36+00 URBAN ARTERIAL NITS CITY OF LAKE ELSINORE STD. NO. 1000 URBAN ARTERIAL R/W R/W 120' R/W R/W o c 120' 60'FUTURE 60'-PROP.IMPROVEMENTS FOR TR 37305 y o FUTURE(VARIES 60'TO t76.I PROP. IMPROVEMENTS FOR TR 37305(VARIES 60'TO t439) 12' 48' 48' 12' " PARKWAY IJ 12 48" VARIES VARIES 48'TO t31.9" 12' PARKWAY 2 6 41' 14' 41' 6 2'MIN PARKWAY 0'TO t16,1' 11.67' PARKWAY �' IDEWAL FUTURE 8" FUTURE MEDIAN ,� IDEWAL BENCH CURB&GUTTER 14" 0 12' PROP.PAVEMENT �'. 1 6" 41' - --_ 1 2 6' I 2'MIN. BENCH 2 0% py,. DEWAPROPOSED UTU INN- •PA EXISTING IDEWAL BENCH 1 " E d�ED PROP T �I __ 2. ------ 2'0$ 2�y LEVEL LINE -y LEVEL LINE 20% ZAM 3 jGG 2 ROUND - ----- ---------------- -------------- f% SLOPE 2 MAX.m-TL _ FUTURE 8` - BENCH _----- EXISTING 2 CURB&GUTTER --- -----____ __--PROP.M00/f/fD 8 PROP. AGG.BASE ------- � __ __ G��GROUND--CURB&GUTTER- ------------- - L=�'lll _ —DAttJGHT TO EXIS77NG PROPOSED GROUND PROP.8'C&G _2'MINIMUM FROM R/W SLOPE VARIES FROM 14%20y EAIS77NG PROP. CONC DITC PROP. 6" PROPASE NICHOLS ROAD -STA 19+50 TO 20+40 RAND AC CURB PROP. 8"C&G N7S NICHOLS ROAD -STA 36+00 TO 37+80 CITY OF LAKE ELSINORE STD. N0. 100C URBAN ARTERIAL NTS CITY OF LAKE ELSINORE STD. NO. 100C URBAN ARTERIAL R/W R/W NEW INTERIM IMPROVEMENTS FOR TR 37305 120' UL 77MA7E UL 17MATE 60'FUTURE 60'-PROP.IMPROVEMENTS FOR TR 37305 y o NILY R/W 120, S2Y R/WEASEMENT FOR ROADWAY 12' 48' 1 48' 12' UL 7IMATE PROPOSES PER PM 37465 PARKWA Y6' 41' 14" 41' 6PARKWAY IJ 2'MIN. 60' 60' 1 IDEWAL FUTURE MEDIAN IDEWAL ~ BENCH 1 TOP FUTURE 8` � VARIES i-32.1'TO f233' S' CURB&GUTTER 3" VARIES ----- PROP.PAVEMENT 1 BENCH +3.2'-+9,7 f20.4'TO 111.6' t11.67 PROPOSED GROUND IVn toy ----CEILfL LINE___ _ 2 Z�,M 2 2.•1 MAX �— --- -- cam, — _ ___ _ -- PROP. 6" PROP.AGG.BASE - ---_ VARIES - _ _ __ ----____AC CURB__ ------ -- PROP 8"C&c ---------- 1 EAIS77NG GROUND _ —loy 3'BENCH MIN. DAKIGHT TO --- PROP. CONC.DITCH I - ---_ EXISTING AT 20% E OUNiV�� NICHOLS ROAD-STA 25+00 TO 27+50 GROUND — --- ? % 2:1 MAX NTS I PROPOSED SLOPE 2:1 MAX. CITY OF LAKE ELSINORE STD. NO. 100C PROP. 6" PROP. _ BENCH MARK.'BY B-95-61 URBAN ARTERIAL PROP. CONC.DITCH AC CURB PAVEMENT PROP 6" FROM THE APPROXIMATE INTERSECTION OF COLDER AVENUE AND AC CURB S\ NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG, COLLIER AND PROP.AGG.BASE `EXIS77NG J8 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY GROUND OF A LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET CHISELED.SQUARE ON NORTHEASTERLY CURB. ELEVATION: 1271.76'(NGVD 29) INTERIM NICHOLS ROAD (CONSTRUCTION CL) - STA 10+00 TO 14+07 NTS DIAL TWO WORKING BEFORE DAYS REFORE YOU DIC YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY ERSC 1010812020 MB UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A 7E PREPARED BY.: SEAL "AS BUILT' SHEET NO. CONDI77ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT ENGINEERING 357 N. SHERIDAN STREET QROFESS/ph, CITY Of LAKE ELSINORE /� SUITE 117 O G. q< / MAY BE ISSUED-" - os RCE EXP. DATE L [AND PLANNING CORONA" CALIFORNIA 92880 - TEL. (95Q 279-1800 h r P2 m REwEwED er., STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4J80 No.36996 A FOR TRACT 37305 * INSPECTOR DATE NICHOLS ROAD of 8 SHTS 7L°JO 10-16-2020 s P SCALE. AS SHOWN FILE N0. REM ON HABIB,RCE NO. 83156 DATE.,-, ryT CI CITY ENGINEER �8�17/2020 foFCA1-\FOB SECTIONS CITY OF LAKE ELSINORE KEITH G. OSBORN R.CE No.36996 DATE DATE., AUGUST 2020 20-099 BrawnA R:\JB2663\Md\Bheeh\MhwWcture\663-MN-SI-NKnC[5-002 Erg Caput:SECMM'B SoeS 6/15/20N1 A10 AM HofkG 8/11/2010&33 AM BK Drone p ADJACENT / MATERIALS LIST SITE DESIGN DATA •E rF!•' €i$€21 6" AC PVMT 'C F P_z'HL I i 12" VARIES 3' wATER DUAL_ 4 Ii!cl1 ��I COUNT DESCRIPTION INSTALLED BY PLOW RATE WA CFS ff•5y8g' f tgg 2 PLANT.SEE INSTALLATION NOTE G CONTECH ii+{d'= °'p ' £LEY. ON PLANS 2.O$ 2•G WC PEAK FLOW RATE WACFS tld All ! d44€f a V 2:1 MIN. 1gg IRRIGATION 1 ENERGY DISSIPATION ROCK LAYER CONTECH pp�` 1Bg 2g S\BTFl.1 RETURN PERIOD WA b!° !a CONDUIT 1.19CY MULCH,SEE INSTALLATION NOTE G CONTECH OF PEAK FLOW YRS 1•Y€{x1€ ! " ° SLOPEit (CAST ' - 5$ raze• rg RDIPvc 71g� 3PlACHES MEDIA 1w IIVT. �{a��1 � �� PER FOOT 830 CY STANDAHDRLTERRAMEDIA CONTECH BIOFILTRATION 1'-1' CLEANOUT 1'g NDER0, IN gg 1?#ORWND AGGREGATE D.5 MIN. (CASTJN) MEDIA BAY WP,TION 2.3]CV UNDERDRAINSTONE CONTECH INFILTRATION RATE > 1ODIFIED TYPE 8 - INTEGRAL C&G DLTERRA FLOWWT m -,AC 6"CURB DETAIL _________ -----_---- _- � 1 FTIBC1000CL1DR(i)2 FK CONTECH �L I I I TERRAFLUME TRAY FTIBCJB•x 19• -� NTS I I I OUTLET 2 wN110•PIPE,FIBERGLASS CONTECHZO 1 1 _4g x 4e•TREE GRATE FRAME GALV. 2 (CAST IN) CONTECH 2 48'x48•TREEGRATEWI6'OPENING CONTECH BACK OF 1D MIN TRANSITION SECTION FACE OF TERRARUMETMY CLASS 52D-G-25DD PGG wrrH BYPASS PIPE - CURB CURB 24.0 x 4•ACCESS FRAME AND - JUNCTION 1 COVER EJ Wt600389 CONTECH CHAMBER rc t ]•0x8•CLfEANOUT(CAST-IN) CONTECH 6"AC -'- ', 8"PPC C&G GRIND EXIST PAVEMENT 2"MIN OR �.L- l za-Bxa• ag 4'g 3 2•G PVC IRRIGATION CONDUIT CONTECH CURB TO 0.10'MIN DEPTH AS DIRECTED CURB CURB T (2148•xde• ACCESS 3'g INLET IN 1 SEALANT FOR JOINTS CONTRACTOR GUTTER UP (CASTJN) COVER OPENING OPRING 100 WC PLAN NEW OPENING OPENING BYPASS PIPE 2-10,2-10,1/4•CURB NOSING W D'1D�TV1/Al THIGI� FROM (CAST-IN) 6. 8.5 LF CONTECH FACE g• (CAST-IN) Q AG OVERLAY CURB PLAN VIEW PLAN VIEW 10 MIN. TRANS177ON SEC77ON TOP OF OVERLAY TO a (TOP SLAB AND MEDIA OMITTED FOR CLARITY) T B CLASS 520-C-2500 PCC CURB MATCH EXIST GENERAL NOTES (� _ 1.CONTECH TO PROVIDE ALL MATERIALS UNIESB NOTED OTHERWISE EXIST AC PAVEMENT Yt•GAP FILLED 2.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, U(„) U n .. -. , a WTfH BUTYL MASTIC SEE CURB INLET PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. TD D6 m - NFW!,!I/r1JENT SEALANT BY DEraL THIS SHEET w.w.coA1«nEs.�R €q o _Q F FINISH SURFACE/ EXIST - 3.FILTERRA WATER DUAL_STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA ENERGY CONTRACTOR TERRAFLUME AND INFORMATION CONTAINED IN THIS DRAWING. D_ U LL fZOWLINE AGGREGATE BASE DISSIPATION TRAY U - RIM/TOP OF CURB 4.STRUCTURE SHALL MEET PEDESTRIAN(3fp PST)LIVE LOAD WITH HS20 SURCHARGE AND }U La ` \ ROCK LAYER Hb LOAD AT THE CURB INLET.ASSUMING EARTH COVER OF 74'AND GROUNDWATER m m Z LY LY PROFILE VIEW _- _ OUTLET PIPE 1 Q 3•MULCH ELEVATION AT OR BELOW FINISH GHADE ELEVATION.ENGINEER OF RECORD TO CONFIRM J F o Q 3 _ ACTUAL.ROUNDWATER ELEVATOR. LL W //. ,((�) NEW AGGREGATE BASE _ 1'-9'FILTERRA S FILTERRA ILTER ASTRUIBLROADFACTORD ECASTC�CCRRETECONFORMING TOASTMCAI5],ASTM Z n J J /6"AC CURB TRANSITION TO 8"PCI.. CWG N PAVEMENT/OlN DETAIL Y _ _ _ MEDIA Of W M O J LL lU N� 11 NTS W mLl) W yyyyyy ITV.f1EV.=1299.48' INSTALLATION NOTES co_ --------- - ----------- - > AANY SUSBASE.BACKFILLDEPTH,ANDIORANTIAIOTATIONPROWSIONS ARE SITESPECIFIC U W e -OUTSTOEHb776M 1PO PVC 6•UNDE--IN DESIGNCONSIDERATIONSANDSW BESPECIFIEDBYEWINEEROF RECORD ?a `l W $ TERRAFLUME (16'00PENING ELEV. INTERNAL STONE R.CONTRACTORTO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACNCAPACITY = Z 4~ BYPASS PIPE TO LITTAND SET THE FILTERRA STRUCTURE.SPREADER BAR WITH SUFFICIENT CABLE IS U J TRAY OUTLET PIPE BY UND RDMN REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE STRUCTURE 0: 9 CONTRACTOR C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND W 3 ELEVATION VIEW RIGHT END ELEVATION VIEW ASSEMBLE STRUCTURE F o 6'AC D.CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLET PIPE(SL MATCH PIPE J r- CURB INVERTS WITH ELEVATIONS SHOWN.ALL PIPE CENTERLINES TO MATCH PIPE OPENING LL CENTERLINES GALV.STEEL NOSE PIATE E.CONTRACTOR TO SUPR AND INSTALL INLET PROTECTION BAR IF REQUIRED BV LOCAL lj 1 2: MAX CONC.DITCH CAST-INTOTOPSLAB JURISDICTION �+ 4 I I339.44 FS F.CON TRACTORTOTAKEAPPRORIATE MEASURESTO PROTECT FILTERRAMEDIABAV FROM ,,q d a BEE GDNST FRONT FACE OF CURB IM CONSTRUCTIONRELATED EROSION RUNOFF v0 ;$ `_el BENGHI ti325 2LJ' G.00 NTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM WHICH INCLUDES PUWTING NOTE 13 OF THE SPECIFIED PLANT,MULCH INSTALLATION,AND PLACING OF DISSIPATION ROCK. ACTIVATION ONLY OCCURS WHEN THE SffE IS FULLY STABILIZED WITH FINAL PAVEMENT N ILyA yy L' p 71 , p y. 4'MIN. TOPSIAB ETR��z3 INSTALLED AND SCH WVN E N OF CONSTRUCTION SEDIMENT V•e/� T, ION ENGINEERED MEDIA SHIPPED I�R H.�TI CH MAINTENANCE AND FIELD OPERATIONS AT 513S4imBT0 SCHEDULE z SEPARATELY FROM VAULT AND "' '"�1�30y CASTCN PLACE TERT ECTIO E OUTLET I SIS NKL R SY:NDED THATALL UI-AR A UNITB BEWATERED BV IRRIGATION LINES TH Z_ ¢ 13 9.34A13 .83INSTALLED ON SRE BY CONTECH CONCRETE BV PROTECTION DEVICE-LEAVEIN SPRINKLER SYSTEMS ON A REGULAR BASIS.FILTERPA UNITS MAY BE EQUIPPED WITH ''CONTRACTOR PLACE UNTL SITE IS STABILIZED IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES UPON REQUEST €$ FL/GB FL/GB 1 32 DDAND FILTERRA IS ACTIVATED M REW DOWELS 4.5 STRUCTURE WEIGHT sax®11/18I2019 NN SEE INSTALLATION NOTE C APPROXIMATE INCLUDES BASE SECTION PICKWITH STONE ONLY •l -3, INCLUDR BABE SECTION WITH STONE ONLY � H �'�g O 1 STRUCTURE DELIVERED IN 3 PIECES I p s FILTRRAMRIA=22,500 LAS AX. RLH RLH � G' STANDARD CURB INLET WITH TERRAFLUME DETAIL MFOOTPRINT=1.19 ca]EDH PEEES a3ns o1DN 2'1 AX. SCALE:NJS. PROPAWING OSAL LAYOUT LAYOUT . PLAN NEW DR FTIBC1608V8X18 1 1 7 TERRA INTERNAL BYPASS CURB I340.48 IB 1339.98 FS NTS TOP OF -1- _ - I- -ADJACENT FS CONCRETE SLAB CURB 3 SLOPE 9 PROPOSED 75' ti 3#4 CONCRETE CHANNEL _ ADJACENT SEC77ON A GRADE" _ PROPOSED FL 1339.34 11 GRADE ¢� „B„ „C, �0 I FL GB Q CONC.DITCH 3' 'A" h- 'A1" NOTES' -I qv SEE GDNST. #4 @ 1 2' a a 1.CONCR£/E SHALL BE CLASS 560-C-2500 MIN. ARN - NOTE 13 3 MAXI - --- --- (AIR BLO{4N�ALL BE(:LASS 600-B-2500 Ff MIN,) a 2.RDNFORLTNG SHALL BE 6 X6 XIA XIA -W.4 WELDED - ;� h W1RE MESH W.W.M.)OR APPROWD EQUAL 1332.83 - #5 IIISIIII@ 12" a J GROUND SIVAL TO PLACEMENT R SOILS ENGINEERS �/�33200 (D „B„ „C^ FLOWLINE N FL -I 1'-6,• a 5, 1�-6" T AN CHANNEL BOTTOM WIDTH #4 @ 12 MAX #5 @ 12" MAX CLASS OUTLETN(150LB)RIPRAP PoAW NE1N B=0.5' STA. 34+96.79-41+48.22 PROFILE NEW oB=1.0' STA. 32+60.81-34+96.79 B=20' STA. 30+25.70-32+60.81 LD B=25' STA. 26+50.02-30+25.70 �OVERSIDE DRAIN B=30' STA. 24+63,00-26+50.02 3" PROPOSED GROUND AT END OF DITCH 1� NTS TO DAYLIGHT TO EXISTING PROPOSED GRADE CLR =1 EXIS77NG GROUND 24"CLASS Ill(150LB)RIPRAP - 6„ 6., 15' EXISTING GROUND- =III-- =1 I- 6"'LAYER BACKING N0. 3 =11'- -0 - - -- - rW,SE r SLOPE PER PLA _J 4 CUTOFF WALL - VAR ES A S' 4.5 ' "' FILTER FABRIC I,III I NTS WLINE VARIES B=0.5'-30' FILTER FABRIC VARIES FLO 4'CUTOFF WALL PER PLAN SEE STREET STATION ABOVE BENCH MARK.'BY B-95-61 SEE DETAIL HEREON FROM THE APPROXIMATE INTERSEC770M OF COLLIER AVENUE AND NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND SEC77ON'A•A' SCC770NB•B' SCC7lONY}C 38 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY CONSTRUCTION NOTES OF A LIGHT STANDARD AND IL FEET SOUTHERLY OF END OF TRAPEZOIDAL CONCRETE DITCH 2q CURB.SET CHISELED SQUARE ON NORTHEASTERLY CURB. CONSTRUCT 8'7)Pf B'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.N0.201 AS M00/flED PER ELEVA7701V.' 1271.76'(NGVD 29) �,j NTS DETAIL ON SHEET 3 To- CONSTRUCT F/LTERRA INNTERNAL BYPASS CURB(SEE SHEET 3 FOR DETAILL) �� Bo- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE BID.NO.207&DETAIL ON SHEET 3 11 SAWCUT&JOIN EA7S77NG PAVEMENT PER RIVERSIDE COUNTY SIDS.&DETAILL ON SHEET 3 M�6, IWO WOBgNC COSTRUCT 7RAPEZOIDAL CONCRETE DITCH PER DETAIL DN SHEET 3 DAYS IEFORE 16 CONSTRUCT CURB 7RANS777ON PER DETAIL ON SHEET 3 YOU DIG TOLL FREE 1-800-422-4133 17 CONSTRUCT OVERSIDE DRAIN PER CAL 7RANS SID.NO D87D&DETAIL ON SHEET 3 A PUBLIC SERVICE BY ERSC 10/08/2020 MB UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DA 7E "THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE APPROPR/A 7E PREPARED BY,' SEAL 'AS BUILT' SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND ST47E LAWS,AND A PERMIT ENCINEERINC 357 N. SHERIDAN STREET QR0 ESS/0h, CITY OF LAKE ELSINORE SUITE 117 o G. q< 3 MAY BE ISSUED." - �, tN os RCE EXP. DATE [AND PLANNING CORONA, CALIFORNIA 92880 ��R� eo Z TEL. (951)279-1800 h r P2 m RENEWED er. STREET IMPROI/EMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 37305 10-16-2020 1,,. * * INSPECTOR DATE NICHOLS ROAD OF 8 sHTs REMON HABIB,RCE N0. 83156 DATE � ��.,., sryT clva �P SCALf. AS SHOWN FILE N0. CITY ENGINEER III 08�1�/202� foFCA1-1FD� DETAILS CITY OF LAKE ELSINORE KEITH G. OSBORN R.CE No.36996 DA 7E DATE. AUGUST 2020 20-100 OrawnA R.\JB2663tlFlnd\SheehlMhwWcture I663-RN-Sr-A4CHtt5-CO3Erg Lap OETAKS Sored 5/2112 539 PM Nt1 8/1112 833 AM BX Drone �eoflc�scALE 10 11 12 13 14 15 16 17 SITE EXIT NOTE: PERMISSION TO ENTER AND GRADE MINEr "\ REQUIRED FROM NORTHERLY PROPERTY OWNER PRIOR TO �i hl� him of hi �O xl3ota � �ti F COMMENCEMENT OF CONSTRUCTION n 4' 4' X73 F I MI"�i CURVE TABLEFs cc� NUMBER DELTA RADIUS LENGTH TANGENT �x 02 x130-5 x1311,5 XISTING FENCE AO 9000'00" 12.00' 18.85' 12.00' A \ \ £X PP 1 xi374.3 X '3(70 NLY RAW) A7S7IN FS 10 l Y/ Y/ \1 1 EXI G 3 TO NLY R 8'SHOULDER TO BE- '� g I I {{�--•, I © 9000'00" 24.00' 37.70' 24.00' OS / C ACTED N D E,P *ti b 15 I Jj ❑ ❑ - _ _ — / 6,5 lll� -� �j I� LINE TABLE CA R/W EXIST.R/W X73 1 __ x1302 _ 1295 �2 ^ 3 12 3 to to cn� to to NUMBER LENGTH BEARING k,3°,,s s' I x, _ X 1 =30 — - 3:1_ _ P _ _ O --- -8 SHOULDER TO, O 594.68" N77'00'00 f ky304 9?6�, IG 1 °6y0�S X y.. COMPACTED NA77 RADfBR AK �2 174.J2' N89'JJ'4J"W °s x,3o _° '�0 12 ��� .� j3 �,o FILTERA INTERNAL CURB BYPASS - 7 50 ® 73 _ 5 F5 72 F 12 $S N ��:� g cos,. p5 ZO 7 4A �3 264.73' N77'00'00"E 1 p �1 ES �9f 05 �60,�L; �05-�L 10 ,2 �'S h0 0 --- .. F NTS H k1305'. V 1 b m m. h$5'I S72 �gk Vh'S. �Q35$ti Cog�'I ,y0�g;l. :r 13+40.71 CL ST STA. ® 98.00' N77'00"00"E - o; '� ti 713 `L 14 _ 1577 _ 16 0 17 ti ov A Q �� �,. °Q rn ��kS g k 14 72 14 9 12 ro _ k,3 S ` < " 14 - 1 14 S Z CONSTRUCTION NOTES 6/ � 14 t o5.9 '00"f 5.00' x x 2 g x F x �;, _�__� _<W _ �"o w �o�` V CO CONSTRUCT 5-1 2 A.C. OVER 6"A.B. CL 11 PER TYPICAL SECTION ON SHEET 2. FINAL PAVEMENT 5 OS x73° 11 1� F5 `L�Y S W x - C - i o5 hi -Y-- - - SECTION TO BE DETERMINED PER SOILS ENGINEER DURING CONSTRUCAON S 4 3 y ) Zo- CONSTRUCT 8'TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 _ / A \_ / CONSTRUCT 8'TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 AS MODIFIED PER AT_/ Q N :I. _ _ - - - --- 0 2A DETAIL ON SHEET J - - �ti /30 0� �___-0 16 ^„ AN/RRIGA LION BUBBLER SYSTEM o CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD.N0.210, 4'THICKNESS p 1 Cl- -£XIST.R N o o o a EXIST.R W -F ? s k �� or �� SHALL BE INSTALLED PER LANDSCAPE oil m� 3 W� CONSTRUCT MODIFIED GUTTER DEPRESS/ON FOR RL7ERA INTERNAL BYPASS CURB OPENING PER PLAN PER '� PLANS TO PROWDf IRRIGA 77ON WITHIN Ay 3 �j PROP.R/W o �I o TRAFFIC SIGNAL BOX 4A _ PROP.R �,� o�N /W RIVERSIDE COUNTY STD.NO.Jll,PER DETAIL ON SHEET J A CALTRA m Q � THIS BMP. o �jn� �o �; PER SEPARATE PLAN w\ of 5 olh PROP. OUTLET LJ oIM ; I So- CONSTRUCT STREET LIGHT PER SEPARATE PLAN BENCH MARK:BY B-95-61 1�0 166.55' vl"i STRUCTURE PER `�� FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND fzsr 7RANsmoN LENGTH ^I RGP TRACT J7J05 rJ/ i r r �I rJ/�/� 374115 7 r r so- CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD.N0. 118A(MOTH JO) NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 'j` 05 5 1 ll�� J 1 r/J J +I I J>i =�1 r/J J FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A 4A 7 CONSTRUCT RLTERRA INTERNAL BYPASS CURB(SEE SHEET J FOR DETAIL) LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET X �11 R�`��� � b6 FT1 R�` -1 3 CHISELED SQUARE ON NORTHEASTERLY CURB. 12s� /// ���� / o- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE STD.NO..207&DETAIL ON SHEET J ELEVATION: 1271.76'(NGVD 29) �J ADJUST TO GRADE D������� NICHOLS ROAD 0 REMOVE EXIS77NG AC PAVEMENT DISPOSITION NOTES LEGEND SAWCUT&JOIN EXlS17NG PAVEMENT PER RIVERSIDE COUNTY STDS &DETAIL ON SHEET 3 lo- PROTECT IN PLACE O NEW AC PAVING 12 REMOVE AND RELOCATE SIGN PER SIGNING&STRIPING PLAN DIAL 'T BffM DAn= EXISTING AC REMOVAL 6- REMOVE EXIS77NG FENCE YOU DIG y(�OIC o- PR07ECT IN PLACE UN77L RELOCATED BY OTHERS AC GRIND AND OVERLAY SCALE 1-40' TOLL FREE 1-ODD-422-4133 So- TO BE REMOVED AND RELOCATED 15 PROPOSED EDGE OF PAVEMENT REMOVE&RELOCATE GATE(BY OTHERS) A PUBLIC SERVICE BY Tr ERSC 10/08/2020 MB UNDERGROUND SERVCE ALERT "� �� ° _ DAYLIGHT LINE 0 40 80 120 160 16 CONSTRUCT CURB 1RANSI7ION PER DETAIL ON SHEET 3 MARK REVISIONS APPR. DA IF "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL AS BUILT" SHEET NO, COND177ONS OF DEVELOPMENT AND/OR CITY AND STA7E LAWS,AND A PERMIT CAN ENGINEERING 357 N. SHERIDAN STREET QROFESS1,, CITY Of LAKE ELSINORE SU17F 117 o c.o a� RCE EXP. DA7E BE ISSUED." ��` N sa `� 4 � LAND PLANNING CORONA, CALIFORNIA 92880 ��, 0 2 rFL. (951)279-180o y r m REWEwED er. STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4J80 No.36996 A FOR TRACT 37305 ngmeenng, Ina * * INSPECTOR DATE NICHOLS ROAD OF 8 SHTS 10-16-2020 SCALE: AS SHOWN FILE N0. REMON HABIB,RCE NO. 8J156 DA 7E / � �,,,, 08/17/2020 rArfOF-CALtFo + CITY ENGINEER DA7£ AUGUST 2020 NICHOLS RD.STA 10+00 TO �7 50 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E.No.J6996 DATE 20-101 gawmg:R 1?8166J1Fmtl\SheehlNlraafrvcfure\663-PLV-11-—S-COAdwg Layout—S RB S/A IOi00 Po-50 Sarcd 6125120M IO 16 AM %ofteE'81ol 010 5OB PM By A—Romero 0 0tn fR 25 PRORLE SCALE 18 19 20 21 22 23 24 25 211301.6 xt297.a - i x13oo.a r FiJrL ��V 3 7 i� ENE DIRT��- j o y _-- -- - °-- --- ---- - - - -- _ 0 71 N o 6o NOTE: PERMISSION TO ENTER AND GRADE III NIQ MIQ NI 310 5 X73128 REQUIRED FROM NORTHERLY oll of -- �. Ggj 9 PROPERTY OWNER PRIOR TO N N XlS FENCE N C 0 3 f5 9 COMMENCEMENT OF CONSTRUCTION 1 XISRNG�ERC` �- EXIST PP 1 3(TO N'LY R/W EXIST.RNG CE \ t3o,.s F &G 'J(TO N'LYoR/W) T 1 f 1 XIST.R x 12972 EXIST.PP / EXIST.RI/W - x EXIST PP 2 F o� J068' F 8 (TO NCE ( \1 AFF7C SIGNAL PER x 5 3 i � .q o o F(/1URE y0[la/ x �XISDNG FENCE Ir x T Y I k x -- �- 15- 15 (T R/W)� 1300 — =— — I2 20+00.00 NICHOLS RD _ 12 0 - /o 309 — �, , TO N'LY c --- s g >> - x— �- 1 I�'y� +78.47 BEDROCK ROAD 9 2 ----""— _ DISPOSITION NOTE J 21 `o�OIlI o�5Foll� o�19 0 00� 10 1.�01ti�0 `. 00� E 2 A _24 731_ to- PROTECT IN PLACE CR#A-16"LOCAL DEPRESSION o .5 ,� r 1J 1ti 10 Oh TRAFFIC SIGNAL OX F —_ to- PROTECT IN PLACE UN77L RELOCATED BY OTHERS NTS h 18 �o - N -y 00 1 g 74 9 72 CSC A5 J 8 O +W oa,2A 2 x - 1 1rL. 1 T\s 12 - 1ti PER SEPARATE PLAN 1 y8 k5 5 20+74.41 EC CB ST STA. TO BE REMOVED AND RELOCATED CASE B, W=14 3 0�'i p h CONSTRUCTION NOTES EXIST. CONSTRUCT 5-1/2"A.C. OVER 6"A.B. CL.11 PER TYPICAL SECRON ON SHEET 2. (FINAL TRAFFIC SIGNAL BOX ——————— o —— ,3 _ o w 1 " •1 I w 3 I(1T )�) D.S. I \' V PAVEMENT BECKON TO BE DETERMINED PER SOILS ENGINEER DURING CONSIRUCRON) PER SEPARATE PLAN � _ � � o .`. lv �I ( U�el"I� —T N~ ---�' — / I '- o- CONSTRUCT 8"TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO..201 EXIST.RAW m 7 p) I I I c-s1+�1n _ _ "� �� of J J (�c CONSTRUCT 8"TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE 570.N0.201 AS I c o e to i 5 EASEMENT FOR ROADWAY \ v. 2A h� Y/� --- ",I �I MODIFIED PER DETAIL ON SHEET 3 26' 11 I 6' 'I � � �� � PROPOSES TO THE CITY � \ � Jr II/, 371,155 t r•r 6' I 26"'„ + i �i �� OF LAKE ELSINORE __N _ 3 CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE 5T0.N0.210, 4"THICKNESS b5 J IVJ ✓7�J,J 36' „ 36 NI / 11z HANGING �' PER PM 37465 \ �\ J r�CJrr/ `J TRAFFIC SIGNAL PE " II Ib �C � ��J 11 ROCK ROAD��I 11 �1`f ��J =1 =7/')�/ C� RIVERSIDE COUNTYNSTRUCT RSTDPNOSSION FOR CURB OPENING CATCH BASIN CASE PER PLAN PER r J L r✓ 1 SEPARATE PLAN I 72 v 4 /lJ r // J J:J BENCH MARK:BM B-95-61 PROP. 18"RCP PER I' I So- CONSTRUCT STREET LIGHT PER SEPARATE PLAN FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND —1 / NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 SEPARATE SD PLANS JOIN IMPROVEMENTS I II 11 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A PER o 37305 Bo- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE STD.NO.207&DETAIL ON SHEET 3 LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET BEDROCK ROAD NICHOLS ROAD CHISELED SOUARE ON NORTHEASTERLY CURB. LINE TABLE CURVE TABLE o- ADJUST TO GRADE ELEVATION: 1271.76'(NGVD 29) 10 REMOVE EXISRNG AC PAVEMENT �77�� NUMBER LENGTH BEARING NUMBER DELTA RADIUS LENGTH TANGENT 71 SA{4CUT&JOIN EXISRNG PAVEMENT PER RIVERSIDE COUNTY SIDS &DETAIL ON SHEET 3 LEGEND O 186.35' N7700'00"E OA 1734'47" 2000.00' 61365' 309.26' 12 REMOVE AND RELOCATE SIGN PER SIGNING&STRIP/NG PLAN 0 NEW AC PA NNG SCALE 1"=40' © 91'4925" 3500' 56.09' 36.13' 13 CON57RUCT TRAPEZOIDAL CONCRETE DITCH PER DETAIL ON SHEET 3 DIAL 1WD WOMINC 0 EXISTING AC REMOVAL Q„ DAYS Bffm © 1355S8" 195.0' 474.68' 238.51' 0 AC GRIND AND OVERLAY D 40 80 120 160 14 REMOVE EXISRNG FENCE YOU DIG YOU DIG OD 83D0'09" 4500' 6519' 39.81' TT PROPOSED EDGE OF PAl7EMENT 15 REMOVE&RELOCATE GATE(BY OTHERS) TOLL FREE 1-BOD-422-41u _ DAYLIGHT LINE ERSC 10/08/2020 MB O 873725" 45.00' 68.82' 43.17' A PUBLIC SERVICE BY -�' ° 16 CONSTRUCT CURB IRANS/RON PER DETAIL ON SHEET 3 UNDERGROUND SERVICE ALERT MARK REVISIONS APPR. DATE "THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL AS BUILT" SHEET NO.. CONDIR SU1TE 117 ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN ENGINEERING IT SHfRIDAN STREET QROFESSIpN CITY Of LAKE ELSINORE SUI O G. a( C BE ISSUED." � ��,\N os �, RCE EXP. DA7F J � LAND PLANNING CORONA, CALIFORNIA 928B0 ��, ao 2 TFL. (951)279-1800 REVIEWED BY., STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 37305 ngmeenng, Ina * * INSPECTOR DATE NICHOLS ROAD OF 8 SHTS / ✓�lY _ I/`"' 10-16-2020 s p SCALE: AS SHOWN FILE NO. R M0N HABIB,RCE NO. 83156 DA7E �... 08/17/2020 rgJfoFCAOp NICHOLS RD.STA 17+50 TO 25+50 CITY ENGINEER DATE AUGUST 2020 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E.No.36996 DATE 20-102 —g:R I?8166JIFmtl\StreehlNlraafrvcfure\663-FLV-SF-fNpKKS-o06dw Layout MCHIXS RD.51A-50/0 1 0 SorN 5/191—lo,14 AM Hotted 811112010 5:09 PM By Arturo Ranwo ode- EE PROME SCALE HORZ: 1"=40' VERT 1"=4' 25 26 27 28 29 30 31 32 33 34 35 X135 � N07E.• PERMISSION TO ENTER AND GRADE s REQUIRED FROM NORTHERLY PROPERTY OWNER PRIOR TO 3g F - 345 i COMMENCEMENT OF CONSTRUCRON ---------- i FU7E C G P 33+38.02 NICHOLS RD. D�+W+ �_ - 5 A 0�0� 1 3 9��, ti0 8 17 F5 - �W �� 8 ,6 �9 C ���0�� 26 u� `L n ti _ xn 22s �s ' - 'w w � 0(WO NLY R/W) 'Sk`L� 10 Q�� 0000� 8 B k 10 gti0�35W 11 11 u.L s: —12 w 1 3 C .2. /•� �_s: 3 - 12 Q Z -__-- ;:_ •y �_ E 1- 6' g -... .,. -- SCALE., 40' �Z w � / 3 .. ., .., ; . . •. � � ��-D �2 w��- w �,�-� `U D 40 60 120 160 F `i 2.6.. • .: ... 3 _i R/W LOT -l/ J.S. .,� - 14 3 w 1 ` 14 - �1 2 05. �I_ -- r- NI Imo,- 3 T --- r m�_ _ �s CDT l 2 0.5 ENSr. � L07 ,' - T I 5 _ of I '�I o I EXIST.R/W T �--� r\�' --T _ �I N I \ J s �_- -�- RI' FOR v A� �I 21 2D —? s NI m N t m -m�ecR I 23 22 — E—1 J 1 13 17 i b 15 �113 0� N 11 W b 10 i 9 2�( EASEMENT FOR ROADWAY 1 2� _ —T — PROPOS ro THE CITY r I I 12I 6' 20' 20 6' oI 5 CONSTRUCTION NOTES 2B _ I OF LAK ELSINORE rc) _tr N I 30' 30" ml 2 �,r _ PER P 37465 l J l. I 37 0JCONSTTUCT — 1 I, I I I 60!'�., ��• 1373051 3 73 J 1 PAVEMENT SEC ON TO BE DETERMINED PER/I SOILS ENGINEER DURING ONSTRUCAONJNAL BENCH MARK:BY B-95-61 ——— � � FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND JOIN IMPROVEMENTS to- CONSTRUCT 8"TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO..201 NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 3B PER TR. 37305-1 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A CURVE TABLE NICHOLS ROAD RANCH ROAD o- CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD.NO..210, 4"THICKNESS LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET CHISELED SQUARE ON NORTHEASTERLY CURB. 5 CONSTRUCT STREET LIGHT PER SEPARATE PLAN ELEVATION: 1271.76'(NGVD 29) NUMBER DELTA RADIUS LENGTH TANGENT y� QA 14'0728" 2000.00' 49303' 24Z 77' Bo- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE STD.N0.207&DETAIL ON SHEET 3 ���� LEGEND ADJUST TO GRADE 73825" 2000.00' 266.69' 133.54' 9 © 14'0728" 195200' 487.20' 241.83' 10 REMOVE EXISTING AC PAVEMENT DIAL LINE TABLE OD 129'12" 2048.00' 5314' 26.57' 0 NEW AC PAVING 2 REMOVE AND RELOCATE SIGN PER SIGNING&STRIPING PLAN BTM nays Bffm EXISRNG AC REMOVAL YOU DIG YOU DIG NUMBER LENGTH BEARING OE 8829'14" 3500' 54.05' J4.09' 1' ° _ DAYLIGHT LINE DISPOSITION NOTES 3 CONSTRUCT TRAPEZOIDAL CONCRETE DITCH PER DETAIL ON SHEET 3 TOLL FREE 1-BOD-422-4133 O7 190.27' N71-1745"W OF 30739" 2048.00' 111.79' 55.91' So- TO BE REMOVED AND RELOCATED 14 REMOVE EXISTING FENCE A PUBLIC SERVICE BY ERSC 10/08/2020 MB UNDERGROUND SERVICE ALERT 17 CONSTRUCT OVERSIDE DRAIN PER CALTRANS STD.NO..D87D&DETAIL ON SHEET 3 MARK REVISIONS APPR. OA 7E "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIA IF PREPARED BY., SEAL AS BUILT" SHEET NO, CONDITIONS OF DEVELOPMENT AND/OR CITY AND STAIF LAWS,AND A PERMIT CAN mwi ENGINEERING 357 N. SHERIDAN STREET QROFESS1,, CITY Of LAKE ELSINORE SU17F 117 G q( BE ISSUED." V, RCE EXP. DA7f LAND PLANNING CORONA, CALIFORNIA 928B0 v9-18 ao 2 rF�. (s51) s-fBoo REVIEWED er. STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 31-305 OF 8 SHTS 4,__ ICJ O} ngmeerrng, Ina * * INSPECTOR DATE NICHOLS ROAD �t�/{/�y 7L otl 10-16-2020 /� s p SCALE• AS SHOWN FILE NO. RE ON HABIB,RCE NO. 83156 DATE 08/17/2020 ""OFCAO' ' NICHOL5 RD.STA 25+50 TO 35+00 CITY ENGINEER DATE AUGUST 2020 CITY OF LAKE ELSINORE KEITH G. OSBORN R.C.E.No.36996 DATE 20-103 gawmg:R 138166J1Fmtl\6treehlNlraafrvcfure\663-FLV-SI-fNpKKS-CQK dwg Layout MfJlIXS RD.51A 15�56 l0 JJ'66 SarcN 8/]/1610 10'18 AM %offcM'9/11/1610 S i6 DM By Arturo Rwnero PRORLE SCALE HORZ.• 1"=40' VERT 1"=4' 35 36 37 38 39 40 41 9p FUTURE R/W FUNRE C&G 40 _ o 0 ' 82� a1� X _ _ *04�5 NOTE.- PERMISSION TO ENTER AND GRADE REQUIRED FROM NORTHERLY --N ll c' 9� 3` -- --- — — —__ ------_— — -�, �;� _--------- ____------45 - PROPERTY OWNER PRIOR TO �e2 -- ------_ 44 - _ -- - COMMENCEMENT OF CONS7RUC77ON --+-- 155gG�0 36s 8 N 37 - v� _ -_- 43 — h� jG 70 w �- -=-0 �'v W� \ 2w w E NcMRwo _MENN--_- _ G ---- CU RVE TABLE a t -- wg— NUMBER DELTA RADIUS LENGTH TANGENT T �'�� . .. —C&G w `O -_.w / i— _ _ti - FUTURE R/W--� - --__ __—_— --- w I os �- �� (A 750'40" 2000.00' 27382' 13Z13' EXIST.R/W / 3 —/_---- - -----_ ----- — — — -_ 1 75,3 ——N -- R£ \- - 0 /U I © 750'40" 2048.00' 280.40' 140.42' &G- 1372.9 EASEMENT FOR/ROADWAY �" I / / \\ PROPOSES TO/THE CITY ^I ��� EXIST R/W " u � OFLLAKE fLSI/JORf Ig E / 7 l V PER PM37 5 � ) :� _- — — -- �x -�_� _ J Jl, lJ1 JJ.� l l \ Q - _ c Q_ _ LAKE ELSINORE THE O x ��� WA 2 / 3 e r r r l - � l =�-='(^ r/ � ��I��-__ ,.4 PROPDseS�s THE'm m � x C ��:J.JJ / �Wh --- _ x13so.s —* — s' 1372.6 A+ -- - �� \ IQ _.4 r I,IW \\I. 71l im I i CONSTRUCTION NOTES \\ - . CONSTRUCT 5-112"A.C. OVER 6"A.B. CL.rl PER TYPICAL SECTION ON SHEET 2 (FINAL PAVEMENT SECTION TO BENCH MARK:BY B-95-61 SEE SHEET 8 FOR Cl- BE DETERMINED PER SOILS ENGINEER DURING CONSTRUCTION) FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 TRANSIT/ON PROP. TO EXIST o- CONSTRUCT 6"TYPE 8'CURB&GUTTER PER CITY OF LAKE ELSINORE STD.NO.201 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB.SET So- CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD.NO.210, 4"THICKNESS CHISELED SOUARE ON NORTHEASTERLY CURB. ELEVATION: 1271.76'(NGVD 79) o- CONSTRUCT STREET LIGHT PER SEPARATE PLAN Ll-���� LEGEND NICHOLS ROAD o- CONSTRUCT 6"AC CURB PER CITY OF LAKE ELSINORE 57D N0 207&DETAIL ON SHEET 3 0 NEW AC PAVING go- ADJUST TO GRADE — I 0 EXIS77NG AC REMOVAL 10 REMOVE EXIS77NG AC PAVEMENT DIAL 1W0 WORIWC 0 AC GRIND AND OVERLAY 11 SAWCUT&JOIN EXIS77NG PAVEMENT PER RIVERSIDE COUNTY STDS &DETAIL ON SHEET 3 BffM DAYSoffm YOU DIG YOU DIG DAYLIGHT LINE J\ SCALE 1"-40' 12 REMOVE AND RELOCATE SIGN PER SIGNING&STRIPING PLAN TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY ERSC 10/08/2020 MB 13 CONSTRUCT TRAPEZOIDAL CONCRETE DITCH PER DETAIL ON SHEET 3 UNDERGROUND SERVCE ALERT 0 40 80 120 160 MARK REVISIONS APPR. DAIF "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL AS BUILT" SHEET NO. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN ENGINEERING 357 N SHERIDAN STREET QROFESSIpN CITY OF LAKE ELSINORE SUI7£117 O G. a( BE ISSUED." ��,\N os �, RCE EXP. DATE LAND PLANNING CORONA, CALIFORNIA79-180 92BB0 ao 2 TEL. (s51)vs-1Boo y r ��m REVIEWED er. STREET IMPROVEMENT PLAN SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 31-305 } ngmeerrng, Ina * * INSPECTOR GATE NICHOLS ROAD OF 8 SHTS / `�✓�'V _ 10-16-2020 ^ s p SCALE: AS SHOWN FILE NO. REMON HABIB,RCE NO. 83156 DATE / , �... �$/1]/2020 rAJ'OF CAO`p - NICHOLS RD.STA 35#00 TO 45#00 CITY ENGINEER DATE AUGUST 2020 CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E.No.36996 DATE 20-104 —g:R 138166J,Fmtl\Streeh,Nlraafrvcfure\663-FLV-SF-fNpKKS-COldwg Layout MfJIIXt RO S/A J5—l0 4.5'0o SarcN 6/25/2=lo'T9 AM %offM",/1o.1 11 pM By Arturo Ranno FrORCALE 40' =4' 10 11 12 13 14 15 CURVE TABLE 3��1 pF 1R N5j1oN RD 1 38J �" W-------- - TE p0 NUMBER DELTA RADIUS LENGTH TANGENT iok00 I J r J F (� 9'47'38" 546.67' 93.45' 46.84' ° IO 13 2/ U� .- r• — —JJJ 1 380 EASEMENT TO COUNTY OF RIVERSIDE © 2952'15" 51333' 267.62' 136.95' FOR ROAD,DRAINAGE AND PUBLIC R INST.N0. - fi3 6 -- o -___-- NORTH BOUNDARY1999 Y 2898) PROPOSES(PE 0 o� TRACT 18595 LINE TABLE _ NUMBER LENGTH BEARING � 2.1 MAX 370 O1 11.67' N8646'50"W . , 2 5.43' N7659'12"W - QA 8 -0F�--- F%_ `.r - ma- ° _ _ PH °e ° w 0 71 Q3 29.09' N73'08'33E Wow1���� �� w� �fl w w 12 - 12 / 1 a ° w _! w 8 6 p ,��, `L�� 11 0A IJNZ F1305�A9. 1561y696_ -_ 1 /-- _ 7-1?, 3'73-0 5 FS' 7 ————————- gh—m EXIST. _ �6 '��%ES 11+ 'c°� EX.AC cn .� VJ 11 R 4, p 'c— - - 1�6 S- 8 1369i ——— _ — fX.LP \� 1 BARR - - CURB , o _ ------ 3 10 '1 M 10, EX.R/Wi' O BENCH MARK BY B-95-61 ^I v a ? x O' -------___-- - i rJ`, J ,� J Q 2 FROM THE APPROXIMATE INTERSECBON OF COLLIER AVENUE AND l y.lo Chi s/ a Q W Rio ^/ " TRACT BOUNDARY OBTAIN COUNrY ENCROACHMENT PERMIT � NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 lV_M o FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF ti LIGHT STANDARD(NO J)AND 10 FEET SOUTHERLY OF END OF CURB. �' to _ _ " CONSTRUCTION NOTES 2 SET CHISELED SQUARE ON NORTHEASTERLY CURB. l� _ TING PAV£M�N� / chi -EASEMENT FOR ROADWAY �/ Uo ELEVAT70N: 1271.76' / TO BE R€MO PROPOSES-TO THE CITY CONSTRUCT 5-112"A.C. OVER 6"A.B. a.It PER TYPICAL SECTION ON SHEET 2. :S TE U i PLAN �<n LAKE GSINORE \ I I to- (FINAL PAVEMENT SECTION TO BE DETERMINED PER SOILS ENGINEER DURING —_ PM 37465\ \ �u / CONSTRUCTION m 5 n&T, Jti�' " UCT 6"AC CURB PER CITY OF LAKE ELSINORE SID.NO.. 207&DETAIL 61.4 /i NOTE.• PERMISSION TO ENTER AND GRADE = X 1�F l F — REQUIRED FROM NORTHERLY 9 ADJUST TO GRADE LEGEND PROPERTY OWNER PR/OR TO 10 REMOVE EXISI7NG AC PAVEMENT o,u M woMNIS NI CHOLS ROAD COMMENCEMENT OF CONSTRUCT/ON ? BUM DAYSBEFOBE 0 NEW AC PA DISPOSITION NOTES SCALE 1'"=20' SHEET 3 ER RIVERSIDE CO SIDS &DETAIL ON You DIG Ya,W. TRANSITION ROAD W v AC GRIND AND OVERLAY n gn en 12 REMOVE AND RELOCATE SIGN PER SIGNING&STRIPING PLAN TOLL FREE A PUBLIC SERVICE BY 800-422-4133 f, o _ DAYLIGHT LINE 1 PROTECT/N PLACE FROM STA 37+73.82 TO TRACT BOUNDARY 60 80 13 CONSTRUCT TRAP€ZOIDAL CONCRETE DITCH PER DETAIL ON SHEET 3 UNDERGROUND SERVICE ALERT ERSC 10/08/2020 MB MS4362 /P#990029 �' o PREPARED BY., SEAL "AS BUILT' SHEET NO.. O U MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CITY Of LAKE ELSINORE > O CONDITIONS OF DEVELOPMENT AND/OR CITY AND STA IF LAWS AND HAVE BEEN ®ENGINEERING 357 N. SHERIDAN STREET QROFESSIp,V ti FOUND ACCEPTABLE. SU17F 117 So N G.os 97 RCE EXP. oA TE O w K LAND PLANNING CORONA, CALIFORNIA 92880 �r�t aop 2c REVIEWED BY. STREET IMPROVEMENT PLAN o o Q TEL. (951)279-1800 a m U a SURVEYING FAX(951)279-4380 No.36996 A FOR TRACT 31-305 INSPECTOR oA TE NICHOLS ROAD 0 0� / v✓1'lY _ I/""' 10-16-2020 of sHTs /� s P SCALE• AS SHOWN FILE NO. o REON HAB/B,RCf N0. 83156 DATE / � --r 08/17/2020 rgJeoFcpUeo�`'� Q Q CITY ENGINEER DATE AUGUST 2020 NICHOLS ROAD TRANSITION ROAD CITY OF LAKE ELSINORE KITH G. OSBORN R.C.E. No.36996 DAIS 20-105