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HomeMy WebLinkAboutENG-2021-00151 SIP PLAN NO 21-269-21-272 NNE STREET LENS ST SITE � v LEMON STREET 6KANGE STREET GENERAL NOTES: �' SUNOY CANYLLY ROAD 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE nid LOCATION MAP ELSINORE DOES NOT CONSTTIIITE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES N.T.S. OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT.ANY UTIUTYIES DAMAGED DURING THE PERFORMANCE OF CITY OF LAKE ELSINORE THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF E VERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY S L J WONDAY ALL ORTHG INSPECTION AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, INDEX SHEET N0. / TITLE SHEET .....................................................................1 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT / ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO QUANTITIES & DETAILS ....................................................2 SHALL REQUIRE IMMEDIATE WORK STOPPAGE. STREET PLAN & PROFILE ...........................................3-4 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORK-EIGHT(48)HOURS PRIOR TO BEGINNING 2 WORK.THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133,AT LEAST ,3 , FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST \ , OWNER/DEVELOPER: ENGINEER: OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO , I BEGINNING CONSTRUCTION. RED CORYDON,LLC KWC ENGINEERS F 25425 JEFFERSON AVE.,SUITE 101 1880 COMPTON AVE.,SUITE 100 CORONA,CA 92881 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE,ELECTRICITY,GAS \\�gb , N87'34'3 "W 5.00' I MURRIER,CA 92562 (951)734-2130 AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. %l 'S g L 5' "W 0 ' (405)650-5238 CONTACT:NICK NGUYEN,P.E. CONTACT:BRANDON HUMANN 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING,TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICK-NESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO — sD CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. —21 THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. z 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, 9"9 9"9 0' - SOILS ENGINEER: AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION -M..z1M,.zt rn.ztM,z1M„z1 ,z1 OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. EARTH STRATA GEOTECHNICAL SERVICES,INC 42184 REMINGTON AVENUE, 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBUC RIGHTS-OF-WAY. �— TEMECULA,CA 92590 BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR//DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INDEX MAP LEGEND.• IS�� INDEX MAP (951)461-4028 INSURANCE AND REQUIRED BONDING FOR PUBUC IMPkOVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE / S� CONTACT:STEPHEN POOLE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT O INDICATES SHEET NUMBER LLJJ SCALE: 1"=60' PLANS. 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT N0.8 OFFICE OF CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. INDICATES SHEET BOUNDARY UTILITY NOTES: NOTICE TO CONTRACTORS: WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,CONDUITS,OR STRUCTURES SHOWN ON THESE PLANS WERE 31315 CHANEY STREET OBTAINED BY A SEARCH OF AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE BASIS OF BEARINGS: ASSESSORS PARCEL NUMBER (APN) LAKE ELSINORE, CA. 92331 SHOWN ON THESE PLANS.THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN (951) 674-3146 ON THESE DRAWINGS.THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES,SHOWN OR NOT SHOWN ON THESE PLANS. THE BASIS OF BEARINGS FOR THIS MAP IS BASED UPON THE APN 370-050-033 SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT CENTERLINE OF CORYDON STREET, AS SHOWN ON A RECORD OF 31315 CHANEY STREET h CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE SURVEY, ON FILE IN BOOK 73, PAGE 44, OF RECORDS OF SURVEY, LAKE ELSINORE, CA. 92530 OF CONSTRUCTION ON THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS OR PROPERTY;THAT THIS REQUIREMENT SHALL APPLY BEING SHOWN AS NORTH 36'35'00" EAST. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE (951) 674-3146 CITY,THE OWNER,AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE GAS: SOUTHERN GAS CO. o PERFORMANCE OF WORK ON THIS PROJECT. LEGAL DESCRIPTION 1981 W. CALIFORNIACALIFOIGONIA NIAAVE ry THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT TUSA PHONE 811,TWO T21 WORKING DAYS REDLANDS, CA. 92374 PRIOR TO DIGGING.NO CONSTRUCTION PERMIT ISSUED BY THE DIRECTOR OF TRANSPORTATI N L BE VALID INVOLVING PARCEL 1,AS SHOWN ON NOTICE OF LOT UNE ADJUSTMENT NO.2020-00005,AS EVIDENCED BY DOCUMENT RECORDED JUNE 24, (909) 335-7828 0 UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY NUMBER ISSUED BY U.S.A. 2020 AS INSTRUMENT NO.2020-0272772 OF OFFICIAL RECORDS. BENCH MARK: PHONE: SBC/PACIFIC BELL GTE (VERIZON) 1265 N. VAN BUREN 150 S. JUANITA ST. o ENGINEER'S NOTICE SUITE 180 HEMET, CA. 92543 COUNTY OF RIVERSIDE BENCHMARK:"E-10-70' ANAHEIM, CA. 92807 (951) 672-6518 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE (714) 666-5423 . ,RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE LOCATION:3370 FEET NORTHWEST OF THE'T'INTERSECTION OF LAKEVIEW TERRACE AND OLIVE STREET i COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY ELECTRIC: S0. CAL. EDISON CO. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE 33.0 FEET NORTHEAST OF THE CENTER OF LAKE VIEW TERRACE,4.0 FEET NORTHWEST OF POWER POLE 26100 MENIFEE ROAD OWNER AND ENGINEER HARLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF 111730, 1.0 FEET SOUTHEAST OF A MARKER POST,A BRASS DISK SET IN THE TOP OF A CONCRETE W WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR ENGINEER. POST AND MARKED E-10-70. ROMOLAND, CA. 92585 (951) 928-8207 2. ALL UNDERGROUND UTILTIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR ELEVATION= 1330.771 FEET(1929 DATUM)PLUS 2.64 FEET ADJUSTMENT s51 820-5498 APPROXIMATE LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS FIRE: RIVERSIDE COUNTY FIRE DEPARTMENT HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE 4080 LEMON STREET 2ND FLOOR CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE RIVERSIDE, CA. 92502 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE (951) 955-4777 9z STARTING WORK. FIBER OPTIC: LEVEL 3 COMMUNICATIONS 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR NETWORK RELOCATIONS DEPARTMENT USES OF THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 1025 ELDORADO BLVD BLDG 33A-522 0 THESE PUNS. BROOMFIELD, CO 80021 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE RESPONSIBLE FOR (720) 888-5688 VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. ERSC 08/12/2021 MB ENG-2021-00151 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAKE BEEN REIT/EWED FOR SEAL UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE COND/770NS QROFESSIpNq _ CITY OF LAKE ELSINORE SHEET Call: TOLL FREE OF DEVELOPMENT AND/OR C17Y AND STATE hQE�\Gy V.NGo/fT Fy ENC3/NEERS RESIMS/EEOR LLUE FWAIEER OR UMMHORIZED�NGEs rNOT THESE LAWS; AND A PERMIT CAN BE ISSUED. h y PUNS ALL CHANGES TO TNE5E PUNS MUST BE APPROVED BY TRACT NO. .37977 Z CIVIL ENGINEERS PLANNERS SURVEYORS PREPARER OF THESE PUNS AND THE CITY ENG/NEER. N SEE SHEET 1 1—800 " No.59138 A t 0 COMMON AVENUE,SURE 1-CORONA,CA.92881-33701951-734-2- Q 422-4133 4A` � STREET /MPROI/EMENT PLANS _ 8-26-2021 PREPARED UNDER THE SUPERV/S/ON OF.• OF 4 SCALE >"=20' TITLE SHEET SHEETS MON HIRE RC,-No. 83156 DATE `IP CIVIL TWO WORKING DAYS BEFORE YOU DIG C/TY ENGINFER qrf OF CAUFOR� NICK V NGU 59f38 6/30/23 DATE 7/20/2f FILE No. DESIGNED BY: CA DRAWN BY: SC CHECKED BY: AN CITY OF LAKE ELSINORE R.C.E. NO EXP. DATE 2021-00151 = 21-269 STREET CONSTRUCT/ON NOTES & QUANTITY ESTIMATES. w �' o O 1 N N N Z a s SO, I O 6ON57fiWT 6'A0.. OkER 18"A.B.PAI�£MENT SECTION PER 7000 SF Lk SOILS REPORT 1280.54 1280.85 , O CONSNXT CONC&Y CURB AND GUTTER MY 8 PER 480 LF. FS CI7Y STD.NO.201 17FS 0 FS _ CONSNXT COA/MERCL4L MMWAY APPRO408 MY//PER 30 1280.9TC °3 1280.10 1.87 b3 <s-0.49TC O CI7Y S70 NO. 118E J,600 SF 1279.89FS NODIFlED. 1279.60FS 1 80.2 1 .16 OD E 1280.16FS 1279.99FS EX.R/W 4 1 1280.25 TC ° PROP.R/W 4 I1280.6 ° ° 128 N 1280.36TE PROP.R/W ® CONSTRUCT ACCESS RAMP 7XPE/PER C17Y S7v.NO.2144 4 EA -- l 127 5 FS 2 3 S 12 -- ° 0 8 S 0.O6FS 94MCUT AND REMOV£P INDE MIN.POR7XMJ OF 6 S ;EI --- 1- -- - ° -- -- O EXISRAG'PAVEMENT B>4 LF FS FS S ° 12@0_OOF S -- ' 1 j 6 v o 6 ° = ° ° pro 1279.64FS FS © CONSTRUCT COWMV SIDEWALK PER 6YIY SM NO.210 2560 SE 1280.08 0127 7 �� 1 .02 FS oR p FS FS R_ 9'61 FS 127.45 1280.72 ro 12 R-2 p ce ° ° p ° R=20.' aol 6.MITI!- 12 2D.0 ^' 1�80 1TC ° 0•,CF 0" F O GR/NOEX/SPAVAC.�POIERLAYI.5'MIN/MUM 30,500 SF 0"CF° ro/ 1279.91FS ® A 057-TO GRAOE 5 EA. rn I-4' Mao ° Fk `�.. -. s el- .4 p �2p, ,o 1?>g 6 .RAY ., m P'@ 0 8 m J om s oo +om,m 59a�-n �n s11 12 �In� 2i O RELOCAIEEY 0711ERS 9 EA. 2 sl 2 1279.4543AL 18•'a- s ~ - 1 y m f ^ - `� 10 LbNS7RUCT 8'AC CURB PER CRY STD.AV 207 92 LF CF CONSTRUCT ACCESS RAMP 7YPE///PER LYIY SM 111 1140 J EA. ti^ TA 73 f54 g4' Fg 6 N I 12 00NS7.P1,CT DETECTABLE WARNING PER RCID SD AV 40J J EA. hQ ww 2 REMOVAL NOTES & QUANTITY EST/MATES.• 21 w 21"w -21"w zrw srw 11 12 -_z 12>g' zr - STRIPING PER TRAFFIC D SIGNAGE PLAN El 7ECT IN PLACE I L.S - - - - - - - - - - - - - - - - - - - - - n•,w za•w z4..w L24..w i[,.w 241- 211 PRO SD SD - SD SD SD SD - .. P AEAIOV£ANO 0/SPoSE OF(AS NOIED) I LS CORYDO T - _ - - - - - - - - - - - - - - --- -- \S\ \ - GE$AISSION TRAI4 -ZZc� \� \ MISSION TRAIL 15+00 SON STREET -- L� I --- - - - - -IL �- --- - - - ---- - -- 0 0R1VD11Ar APPROACH OETA& 03 OR/VEGYAY APPROACH DETAIL 01 Ezy �I-10wzy RIW I, RIW RAY �, RIW sixE.I''=10' 110' 115' 55' 55' 55' 60' 21' 34' 43' 12' 21' 34' 48' 12' y I I I I 35• 1281.991t - 3 l 3.25" 1 1 4.50• 1281.49FS °o ° 12r0.38FS° I I I PROP.R/W 1281. TO, p 1281.71TC 1280.9 1 . 4T VARIES VARIES FINISHED GRADE PER VARIES VARIES FINISHED GRADE PER ��- 1281.36FS ° 1281.21 FS 1280.95FS 1280.94FS�W__ GRIND AND OVERLAY GRIND AN�OVERLAY P D # 2021-00149 PRECISE GRADING PLAN _ 29' 20X 2.0% 1.B% DWG:2021-00149 2$ 2.0X � >.8$ PRECISE GRADING PLAN WG 1 1. 1281.56TC ,� TA. 11+60.99 o qj °�°1© 1 1. T 1281.42 6 6' 6' 6 FS 1281.O6FS ° 1281.06FS - ° 1280.91 280.SSFS 1280.83FS FS PROP.SW PROP.SW -- - - T - a- -- -- PROP 8"C&G PROP 8"C&G `GB ml o 0"@F ooQ000 0 6. � � r.....� EX.8"C&G - EX.8"C&G � ROP 1280.34TC OVER 18"A.B. OVER•18"A.B. o"8F IIi 1 8.84FS CORYDON STREET MISSION TRAIL R=20.0' R=20.0' s„al sl I STA 21+61.80 TO SiA 23+9457 STA 10+82.63 TO STA 15+60.47 TKTTf+s4'�`.66- o, I� _ .7 6C•r T 7y$T 02FL -i 1: �� o`gS- --- -----_Q a._ ao 0 6 o m 1280.72TC 2 NOT TO SCALE NOi TO SCALE 2 -- N N- N N N --?>T- ^ 1280.68FL 11 12 Gs f� /sa 11 12 - 1280.98FL tO o o °J`" + m +� +on- o + SD - SD SD SD SD SD Ta- N O Lz, v w LEGEND: ABBREVIATIONS: - - - -- - EXISTING RIGHT OF WAY ---- PROPERTY LINE AB AGGREGATE BASE EX EXISTING PIED ELECTRICAL PEDESTAL p taw zowzo w EXISTING PARCEL LINES EXISTING STREET LIGHT AC ASPHALTIC CONCRETE EDP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION N zaw w xa ----- �,�--, AV AIR VAC EP EDGE OF PAVEMENT PVMT PAVEMENT - CENTERLINE o--0 EXISTING FIRE HYDRANT BC BEGIN CURVE STRIPING PER TRAFFIC BO BLOW OFF FG FINISHED GRADE R/W RIGHT OF WAY AND SIGNAGE PLAN EXISTING FENCE -- EXISTING WATER METER W BCR BEGIN CURB RETURN F/H FIRE HYDRANT S SANITARY SEWER (SIZE AS NOTED) ________= EXISTING CURB AND GUTTER 6--- EXISTING BLOW OFF BSL BUILDING SETBACK LINE FL FLOWLINE SMH SEWER MANHOLE y -�--�-- EXISTING EDGE OF PAVEMENT -- EXISTING BLOW OFF BVC BEGIN VERTICAL CURVE STA STATION o FS FINISHED SURFACE SW SIDEWALK EXISTING CONCRETE EDGE EXISTING POWER POLE/ CB CATCH BASIN G GAS LINE (SIZE AS NOTED)MISSION TRAIL TB TRAFFIC BOX/ TRAFFIC FIBER BOX e ---- EXISTING SEWER- TELEPHONE POLE E CENTERLINE - _ \ t2+oo CO CLEANOUT GB GRADE BREAK TOP OF CURB H _ sw EXISTING WATER HIGH POINT WATER LINE (SIZE AS NOTED) IN W CONC. CONCRETE INV INVERT WM WATER METER g _ - - EXISTING STORM DRAIN L LENGTH OR LENGTH OF ARC DIA. DIAMETER WV WATER VALVE DWY DRIVEWAY LP LOW POINT �•c EXISTING GAS LINE MH MANHOLE ( ) EXISTING ITEM -E---E-- EXISTING ELECTRICAL CONDUIT EC END CURVE IE PROPERTY LINE - (� 0R1VEWAv APPROACH DETAIL 02 -T--�-- EXISTING TELEPHONE CONDUIT ECR END CURB RETURN PP POWER POLE sacF.I''-10' EVC END VERTICAL CURVE PB PULL BOX ERSC 08/12/2021 MB EL ELEVATION ENG-2021-00151 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS NAME BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: COMPLIANCE WITH THE APPROPRIATE CONDITIONS QROFESSIDV fff/0 CITY OF LAKE E LS I N O R E SHEET o; OF DEVELOPMENT AND OR C17Y AND STATE F� V NG CAUTION-7HE ENGINEER PREPARING THESE PLANS NU NOT BE ^/�T /�/ 37,977 7 o , Call: TOLL FREE C �� �� �yF y ENG/NEE/9S RESpONS/BCE OR LA&E FOR UNAUTHOR/ZEO CHANGES TO TNESE TR/1 l / /V O. ✓��/ LAWS, AND APERM/T CAN BE ISSUED. y y c ALMS. ALL CHANGES TO TNESE PUNS MUST BF APPROVED BY , �7 fiCIVILVEN ENGINEERS10•❑uNNERs•SURVEYORS pREpARE�p OF THESE PCANS AND THE C/TY t7VG/NEER. L N N0.59138 1880 COMPiON AVENUE,SUITE 100•CORONA,CA 92881-33J0.95,-J34-2130 O SEE SHEET 1 1-80Q a 422-4133 �` TIj PREPARED UNDER THE SUPERVISION OF. STREET /MPROI�EMENT PLAINS OF 4 m _YI B-2s-2o21 DETAIL SHEET SHEETS SCALE 1"=20' MON flAB/B• RCE No. 8JI56 047E sr CIV1R TWO WORKING DAYS BEFORE YOU DIG CNY ENO/NEER ATf OF CpUE NICK V. NGUYEN DATE 7120121 FILE No. DESIGNED BY: CA DRAWN BY: SC CHECKED BY: AN 017Y OF LAKE LZSINORE R.C.E. NO 5.91J8 EXP. DATE 6/30/23 Z 2021-00151 21-270 a o' U je w U F r U' W. U f O m O an O1� W N N .COW M at O 'V j +m N N aj +^ PR P. T O A N N� .4 XT. R 55 R L ` .? RI N CAUT/ON PROF/LE SCALE HORY..• 1=20' PERT- 1=4' 21*00 22*00 23t00 24*00 3 STREET CONSTRXRON NOTES.• U Z w O CWS7Rk'T PA.0. OVER WAR PAVEMENT SECDON PER a 1 SO/LS REPORT CON57RICT CONCRETE CURB AND GUTTER 7YPE 8 PER r o g rn N SEE DRIVEWAY APPROACH O CRY STD.NO.201 DETAIL 01 ON SHEET 2 m ` a ¢ x �L` � o� of�• CONSTRUCT COMMERC64L ORA2WAY APPRO4CH TYPE//PER °p w STREET LIGHT PER o "'x o �' o N o O3 M N aO TRAFFIC PLAN +o on n N ri rn n a< N O 3 GYIY'STD.NO. 1188 M EX.R/W m `+" +"n +°n'°n' -_ - ® CONSNXT ACCESS RAMP TYPE/PER 0/7Y SM NO.214A ± N0Z Nd N NNN� i m ro N o w N36'35'00"E 93.02' N W \ — ---- F N z -- - - J O 1 /WDE M/N.PoRNON OF - _-- _ _ _ �- S4IYG'UT AND REMOY£ + n N _ w a-----�------------- EXLSDNGPAVEMENI -------y-- L1 0.4% J 0.69 SIR(k'T CONCRETE S/DEWACK PER C/If'S777.AV 210 I --- 10 — _ RND EX/SI/NO AC.&01,f&4Y 1.5 M/N/MUM _ o� w 6 C[bY D. �N 1as 1es I iaw - 1 s •60X 2\ 1e..� �1esNw_ O _ _ _ _ _ _ 8 AA/UST IO CR40E o N 1279.60FS _.T _ --- -a N A7E�T S w STREET SIGNAL PER 1278.28 FL 2 z �M N =- 1279.53E rn rn�s 2' M 1 5 •e 6 AFFlC PLAN O9 REZ"IT BY 07NEFS 21..W .. O ^^ _U N a Q 6 M M^... ^ �; _ 126D D3FS �i N - ORM D AN w - 5 J-_. - 7 +gym aoo 9 m o_ 10 CONSTRUCT 8'AC CURB PER C.Y7Y STD.AV.207 LLo � T 0� 11 CaYSIR(K'T ACCESS RM/P TYPE///PER CNY SITI.N0.2I40 21+00 �� - 22+00 _ $ _ 1 a 2 C - �-—- - - - ow N36'35"0154.01 ^ CNSTRkT DECTABLE AR/NG PER/07D SID M2 40 m 0E 6 o a, 1280.54FS c� RECORDED STRIPING PER�TRAFFIC Ro15"'4S\ \ •�h, � '��' REMOI�AL NOTES.• \ a INSTRUMENT AND SIGNAGE PLAN PRO.8"PUBLIC �� �� ti`3�• \\\\\e -- - 5��� y NO.467724 TERLINE 0 2 9 ��� __ ❑1 P/r07ECT/N PLACE ..G 4"G 4 G 4�; 4"G 4 G 4 s / 0 - 4 9 l tf AND D/SPOSE ( NOW) 1 / -- — — — — — \ �?:_ 9 KCU - - 2 REA70 OF AS IfD - \ "`aE 5 z��1 ,/ RP�� LEGEND.• -- - - � � � 51 �l `• `"' / � PROPOSED A.0 GR/ND&OVERLAY 10k hk 00 2 Line Table Curve Table Line# Length Direction Curve Length Radius Delta Tangent R L1 38.52' S28'50'59"W C1 14.04' 193.00' 4'10'00" 7.02' g L2 93.02' N36-35-00"E C2 50.99' 193.00' 15.08'18" 25.65' 20' 0 20' 40' 80' 0 C3 61.11' 45.00' 77'48'48" 36.32' 1"=20' ERSC 08/12/2021 MB ENG-2021-00151 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLANS HAKE BEEN REKEWED FOR SEAL UNAUTHORIZED CHANGES: CITY O LAKE E LS I N O R E SHEET COMPL/ANCE WITH THE APPROPR/A72=COND177ONS QROFESSIONq OF DEVELOPMENT AND/OR C17Y AND STATE F� y-N..NGp 4n C&WAI-1HE EAWAIEER PREPARING 7HESE PLANS KILL NOT BE Call: TOLL FREE e c RESPONSIBLE OR LM&C FOR UM&THOR/ZED CHANGES TO THESE LAWS, AND A PERMIT CAN BE ISSUED. y .Z� fy y� ENC3/NEERS PL".5 ALL CHANGES TO THESE PUNS MUST BE APPROVED SY TRACT NO. J7977 Z Z CIVIL ENGINEERS•PLANNERS•SURVEYORS PREPARER OF 7HESE PLANS AND THE C77Y ENGINEER. `� Q SEE SHEET 1 1—800 " No.59138 Mm 1HO COMMON AVENUE•SURE 100•CORONA,CA.92881-33701951-734-21M 422-4133 4,` � STREET /MPROI/EMENT PLANS _ 8-26-2021 PREPARED UNDER THE SUPERV/S/ON OF, OF EE SCALE >"=20' CORYDON STREET — SHEETS TWO WORKING DAYS BEFORE YOU DIG MON HAB/B, RCE Na. &3156 DATE ST4lf GIVI� OAy�1�p NICK l!NGUYEN � C/7Y ENG/NEER OF CALIF R.C.E. NO �`•9/ EXP. CAT 6/30/23 DATE 7120121 STA. 21*61.80 TO STA. 29f94.57 FILE No. DESIGNED BY: CA DRAWN BY: SC CHECKED BY: AN C17Y OF LAKE ELSINORE 2021-00157 21-271 I R NS/7ON co4 O! F _ n - .4 N n N 0.5AV -057 E G H O R O O T (21� L,: H oN 1Z ,Aan OD O"1 II- X. GA 90 0 0 L C.4UT/ON PROF/LE SCALE HOR/Z.• 1=20 INERT.• 1-4' 10*00 11t00 12t00 13#00 14*00 15*00 \ SEE DRIVEWAY APPROACH c3 3 W SEE DRIVEWAY APPROACH S �\ 3 a z z DETAIL 03 ON SHEET 2 DETAIL 02 ON SHEET 2 r u > STREET LIGHT PER a 1° a `$'-y S REST CONSTRUCT/ON NOTES." TRAFFIC PLAN o v�li I a o ,` �� t y m � ± 3 EX.R/W 1281.00FS 1281.Oro3FS J o w 8 'S w 3 I CONSIRUCl 6"A.C. OIER 1B'AB.PAl£MLNT SLZ'7TON PER G N8T34'33'W 5.00' N �^a c-r 3 N a , rn N o EX.R/W O SOWS REPoRl �. o o PROP.R/W + r I - o of o of P \ N N N N N 6 4 N v N N m M2 2 T CONCRE/E CURB AND CUTTER TYPE B PER �. 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AND SIGNAGE PLAN ^ z - - -- RECORDED INSTRUMENT \ STRIPING PERz TRAFFIC STA 10/ .00 M/SS/ON IRA/L �I -.... -_ - _ _ - - -- j �:.� N0. 467724 /rAND REL0�7E BY OTHERS I _ 57A 24-h6924 CORYOON STREET W r ' 'T ' SIGNAGE PLAN m N 10+0 (� 12+00 00 15+00 - -- �� - -— -—- - - �- - -�102 534��OD7 }� .. - -�—-—- 10 CONSTRX7 8"AC CURB PER Cm SM N0.207 s i 14,14799 M..>z M„>z - I �- s M/SS/ON TRAIL f i I 11 caYsrRUcr AccLss RAMP TYPE 0PER cm sm.NO.2140 Me z � STA 1Ot00. M/55YQV 7RL/L so v 12 615IMS7R//CT L7EfECTABLE WARN/AY,'PER RCTD SID NO. 4R7 3 3 3 33 3T3 3 3 333 3 \ 9 093 3 - L — REMOVAL NOTES.• " 1L1 L h -7r— M„zlM,. M„zlM..n M..zl El PR0 IN IECT PLACE + BEI/OV£ANO 91SPOSE OF SAS MOM ry Ll L -- -- -- -- -- - - - - - LEGEND.• — — — — — — — — o a F PROPOSED AC. ti ® I 6XIM9 at 0V£RL4Y o o Line Table v I I I Line Length Direction L3 60.03' 50725'54"E g L4 185.02' S02'25'54"E 20' 0 20' 40' 60' p L5 15.00' N0725'54W L6 53.57' NOT19'30"E 1-=20' ERSC 08/12/2021 MB ENG-2021-00151 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE rHESE PLANS HAVE BEEN REKEWED FOR SEAL UNAUTHORIZED CHANGES:T CITY O LAKE E LS I N O R E SHEET COMPLIANCE W/IH HE APPROPRIATE COND177ONS QROFESSIONq OF DEVELOPMENT AND/OR C/TY AND STATE F� y-N.NGp !�n c&WN-NE BAWNEER PREPARING 7NESE PMNS MLL NOT BE Call: TOLL FREE e c RESPONSIBLE OR LO&E FOR UNAUTHORIZED CHANGES TO THESE LAWS AND A PERMIT CAN BE ISSUED. y .Z� fy y� ENC3/NEERS PLANS ALL CHANGES TO THESE PUNS MUST SE APPROVED BY TRACT NO. .37977 Z CIVIL ENGINEERS•PLANNERS•SURVEYORS PREPARER OF THESE PUNS AND THE C77Y ENG/NEER. � Q SEE SHEET 1 1-800 " No.59138 A 1MO COMM AVE ON NUE,SUR CA E I-ORONA, .92881-3370�9 51-734-]130 422-4133 4,` I STREET /MPROI/EME/VT PLANS _ 8-26-2021 � � PREPARED UNDER THE SUPERV/S/ON OF, OF 4 A- _ SCALE >"=20' MISSION TRAIL — SHEETS TWO WORKING DAYS BEFORE YOU DIG MON HABIB, RC,-Na. 83156 LATE- i1llrf CIVIL O���F NICK V NGUYEN CITY ENG/NEER OF CALIF R.C.E. NO 597•8 EXP. DATE 6/30/23 DATE 7120121 STA. 1Of�92.69 TO STA. 15f60.47 FILE No. DESIGNED BY: CA DRAWN BY: SC CHECKED BY: NN C17Y OF LAKE ELSINORE' 2021-00151 21-272