Loading...
HomeMy WebLinkAboutWALMART SIP CAMBERN AVE & THIRD ST CITY GENERAL NOTES CITY OF LAKE ELSINORE ,s � 74 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDER UTILITY CONSTRUCTION NOTES PIPES OR 5TRUCilMES SHOWN ON THESE PLANS WERE OBTAINED SEARCH BY A SEARCH OF AVALABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES y1. OR COMPLETENESS OF THE LOCATION NORNOT CONISITIM THE IX� TION MOOR NON IXISTENCEAS TO THE �CURACY TIL OF ANY UNDERGROUND UTILITY, PIPE SHEET INDEX (1) INSTALL 5'AC PAVEMENT OVER 6'CLASS II AS 72,640 SF OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO NO. DESCRIPTION Q INSTALL 4'AC PAVEMENT OVER V CLASS II N3 55,264 SF �pF' 74 p, TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF All UTILITIES, PIPES SIGN A STRIPING NOTES ! DURING �i'I`� OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IFS) DAMAGED 1 TITLE SHEET (1 CONSTRUCT 6'CURB a GUTTER PER CITY STD. DWG.NO.200 2,cO4 LF 74 SATISFACTION PERFORMANCE OF THE WORK OF THE GOVERNING AGENCY BY SHALL B REPAIRED FIR OR REPLACED E. TO THE 2 DEMOLITION PLAN NOTE DESCRIPTION QUAMTITY O s U 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS O 11,959 LF 4 CONSTRUCT 36'-DEEP SECTION OF YELLOW TRUNCATED DOZES PER DETAILS 1 CALTRANS TRAFFIC STRIPE DETAIL NUMBER OR ON SHEET 1 (LATEST EINTKIN), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE 3 PLAN A &PROFILE STA:11+12.24- 21+50.00 'S NOTED TO BE INSTALLED,THERMOPLASTIC O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY STD.DWG. 6 EA PROJECT CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL © PROTECT IN PUCE NO. 118E SITE TUES• PLAN h PROFILE © CONSTRUCT 5'WIDE CONTINUOUS SIDEWALK PER CITY STD. DWG.NO.210 6,542 SF 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT (48) 4 CAMBERN AVENUE STA:21+50.00-24+42.62 N❑ FURNISH AND INSTALL SIGN(S)ON NEW POST 41 EAHOURS PRIM TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124. THIRD STREET STA:19+50.00-24+39.18 AS INDICATED (D CONSTRUCT ACCESSIBLE CURB ROMP TYPE I PER CITY STD. DWG. NO.214A 1 U LAKE EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH PLAN k PROFILE 4 EA 08 CONSTRUCT ACCESSIBLE CURB RAMP TYPE C PER CALTRANS STD ABBA 1 U ELSINORE THURSDAY. 5 THIRD STREET STA:10+00.00- 19+SOLO) ® AMID SALVAGE IXISi1NC SIGN(S)TO 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANIAC AT ALL TIMES DURING CONSTRUCTION. AS APPROVED BY THE 6 CROSS SECTION ERN AVENUE STA:11+50.00-19+00.00 THERMOPLASTIC HERMS MOPS EE MAVEN SHEET.PER 97 OO INSTALL LIGHT POLE PER CITY STD.DWG.NO.502 4 U CITY ENGINEER OR HIS REPRESENTATIVE. 22 EA LOCATIGON SCALE FAILURE TO DO SO SHALL REWIRE IMMEDIATE 10 INSTALL 4'X4'XO.6'BACKING NO.3 RIP RAP 2 CY NOT WORK STOPPAGE CROSS SECTION 5. IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE 7 CAMBERN AVENUE STA:19+50.00-24+00.00 11 CONSTRUCT THICKENED EDGE PER OLTNL ON SHEET 5 80 LF CITY SIGNING A STRIPING GENERAL NOTES AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. . 6. R STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE COMPANIES g CROSS SECTION �� 1© SAWCUT,GRIND,k OVERLAY PER DETAIL ON SHEET 3 93 LF RELOCATION OF ANY UTILITIES. CONTRACTOR SWILL NOTIFY ALL UTILITY COMPAlIE5 THIRD STREET STA:10+50.00- 17+50.00 � 1. ALL WORK AND WTERWS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN SECTION M, LEAST FORTY-EIGHT HOURS IDR CROSS SECTION -TRAFFIC STRIPS AND PAVEMENT MARKINGS' AND SECTION 85 'PAVEM1131T WAM' OF THE CONTRACTOR SHALL ALSO CONTACT )UNDERGROUND TO BEGINNING CNALERT WOR. THE(U..S.A.) AT 9 THIRD STREET STA:18+00.00- 24+DO.00 CNJFORN DEPMDAEMT TRANSPORTA71ON (CALTRANS) STANDARD SPECIFICATION, EXCEPT AS STATE NOTED 7. 1-800422-4133. SWILL BE RESPONSIBLE F AT LEAST FORTY-EIGHT E FOR THE CLEARING OF THE PROPOSED WORK SHEET HOURS PRIM PERMANENT BMPs OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. THE CONTRACTOR TO BEGINNING WORK. 10 SIGNING k STRIPING 2. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM 11 STORM DRAIN PLAN BMP NAME LOCATION APPROVED PLANS. THE CITY OF LIKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING STREET IMPROVEMENT PLANS FOR: �G`�'"FULL��FILTER"""TROUGH 11 3�REQUIRED, FOR TRAFFIC STRIPING TO CALIFORNIA STATE�I C MARKINGS SHALL ATIONS Mq 94ALL ffWI REVIEW AND OR APPROVED BY CONSTRUCTION. 12 OFFSITE EROSION CONTROL PUN SYSTEM OR APPROVED EOLK(UNE A) THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. 8. WA UNDERGROUND FACILITIES AND LATEAND ALSDRAINAGE INCLUDING BUT HOT LIMBED A SEWER, 13 OFFSITE EROSION CONTROL DETAILS Bp CYAN FULL CAPTURE FILTER WITH TROUGH 4. ALL STINGS USED FOR PAVEMENT MARIONGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED WATER,PAYING THE STREET ELECTRICITY, GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR CAMBERN AV E N U E � THIRD STREET SYSTEM°"F D�T�E C LEFT)GH t t STENGIIG STANDARDS. TO PAVING THE STREET SECTION. 5. THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING AT 15 FOOT 9. Nl STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES SYSTEM OR APPROVED EQUAL(UNE C RIGHT) 11 INTERNALS AND `SPOT'THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE STRIPING PINTS. SHOWN ARE FOR BONDING PURPOSES ONLY. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED ALIGNMENT. MINOR 10.NL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND (E) RAW (E) R/W (P)R/W VARIATIONS MAY BE WANED BY THE CITY 04GHM OR DESIGNEE IN THE FIELD. ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE I x f " 6. THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF AN PAVEMENT MARKINGS AND/OR NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PUNS. THE REVISIONS SHALL 30, }�30• DEDICATION �'- n I 1 S11�NIG UNTIL THE CAT-TRACKING APO SPOTING S CHECKED AND APPROVED BY THE PUBLIC WORKS BE IN THE FORM OF 'AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 1 I VARIES 15'-27' x I i SHEET ill* �I PRIOR IS THE FINAONIU ACCEPTANCE U THE PROJECT. II A� 7. YELLOW STRIPES OF OAT 3BLE YELLOW TRAFFIC STRIE. THIS SPECIFICATION APPLIES TO BOTH DOUBLE11.N1 IXISTING MONUMENTATKIN DSTURBED OR DESTROYED DURING CONSTRUCTION -INCH WIDE BLACK STRIPE SHALL BE PANTED OR APPLIED BETWEEN THE TWO SKILL BE 11' 19' VARIES 35'-47' 10' 2' J i REPLACED TO CRY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES �{I 45' X X YELLOW STRIPING NO TWD-WAY LEFT TURN STRIPING DETAILS. ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT MID ?'' 5 --- - ------ BEFORE ---�- - - --- - Wiz. 8. EXCEPT FOR BLACK STRPNVC, RFFIFCINE CLASS BEADS SKILL BE UNIFORMLY INCORPORATED BEFORE ACCEPTANCE IS GRANTED. 2X 2r I CMcUR ETmy WITH THE iwPLICATKIH OF THE MwKINGs/SIRpm.THE Guns BEADS SHALL BE EMBEDDED 12.WµITViIE14CROACHMENT PERMIT PUBLIC RIGHTS-OF 6E F-WAY. BEFORE EE CONSTRUCTION OF SAID �WORIT( DONE �, MPS' - _ SEE ONSRE Th1li, \ IN TIE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR DIAMETERS. (P)CURB k GUTTER IMPROVEMENT ■ 9. ALIT STWw OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROAEA PLAN, BUT DEEMED NECESSARY BY CONTRACTOR/DEVELOPER MUST PROVDE THE CITY ENGINEER WITH CERTIFICATE OF (P) EARTHEN SWALE PUNS A-1 : _ THE CITY EHGIEFR OR DESIGNEEE,SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE INSUR44CE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT (P)SIDEWALK ) (P)STREET LIGHT .) Qm&16 CFS OF TME IMPRO►�IENiS. PERMIT MUST BE PRESENT AT THE JOB SITE DIMING THE TOTAL TIME OF THE PROJECT =r!�L - I r „ I 10.NEWLY APPLIED STRIPING AND PAVVm 3NT IWWROIGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PUNS. CAR IRERN AVENUE TYPICAL SECTION = T y a, .o I '�: ` TRAFIC OR OTHER CAUSES UNTIL THE TIEIWOPIASIIC S THOROUGHLY SET.ANY NEWLY APPLIED sIIwIFNc STA 11+12.24 TO STA 22r51.21 � � !�: OR POEMEINT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUOING WHEEL _.. ri 0 . . . . . . . r IWIIRKkW Bf PUBLIC TRAFFIC AND INSTRUCTION EOIP SHALL LIE MENT.SL REAPPLED BY THE CONTRACTOR. GOVERNING AGENCIES CONTACTS SECONDARY HIOLHMIAIr - 11.o0sTW TRAFFIC STRIPING AND PAVEMENT MARLOIGS THAT DO NOT CONFORM TO THE APPROVED PLAN DESIGN SPEND ss nJ ;I 'I SHILL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF DNIING TRAFFIC STRIPING OR TI 8 i I PAVEMENT MARKINGS WILL NOT BE ALLOWED. PUBLIC WORKS BUILDING&SAFETY (E) Inv (E) R w �� C . . . . . . . I 12.PAVDMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED RAMS AND STANDARD DETAILS. ' ;,- -.,' ) Q I INSTALLATION OF PAVEMENT MARKERS SHILL BE ACCOMPLISHED WITH THE USE OF BITUMINOUS TYPE CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE ��� Lr' . . . . . . . I HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO PORTLAND CEMENT, 130 SOUTH MAIN STREET 130 SOUTH AWN STREET 30' 30' - r-I LAKE ELSINORE,CA 92530 LAKE ELSINORE, CA 92530 14' 16' 16' 1a' I rr ASPHALTIC CONCRETE.AND CHIP-SEALED ROAD SURFACES. �� m-5798 CF'� J 0, -1 15 CFS 13.PAVDENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS STRIPING PHONE: 951.674.3124 PHONE: 951.674.3124 ,,,�, DETAIL NOTED ON THE MOVED STWING PLAN. 4' 4' II. F' 14.EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE REMOVED BY CONTACT:TBD CONTACT:TBD F ,� ____ W I THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE TRAFFIC STRIPING. ?7' I: 2X 2% 2% 2% 2� I s) ��' c b / � I 15.REFLECTNE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER CITY EMAIL: TBD EMAIL TBD _ �, t STANDARDS 422AV 422B,AND 422C. UTILITY(Water&Sewer) UTILITY(Storm) , z, c _ " '" I I 16.ALL SKINS SHALL USE 3M DIAMOND GRADE N REFLECTIVE SHEETING(ASTM TYPE)(I). EASTERN VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROLay =F3 a 17.SKi15 SHALL BE STMDMD SIZE UNLESS NOTED OTHERWISE. 3315 CHWIEY STREET 1995 MARKET STREET - LAKE ELSINORE,CA 92530 RIVERSIDE, CA 92501 ._ REDm"'� � ' L I 18.STRFJ=T NAME SKU/S SHALL BE PER CITY STANDARDS 40GA AND 4008. PHONE: 951.674.3146 PHONE: 9CA 95.1200 �j i ��*`I a \ I - _.i�Tlt� � I 19.ML SIGNS TO BE MOUNTED ON 2-INCH TEIESPAR POSTS OR ON EXISTING STREET LIGHTS PER LOCATION THIRD STREET TYPICAL SECTION11 X S ON APPROVED PLANS.SK,7NGE TO BE N15TA1ED PER CITY STANDARDS 402,40%40K AND 409. rlHHfittINNN6 ACT:� CONTACT.TBD STA 10+43.✓s9 TO STA 15+HIS S - __ C F" ; 20.SALVACED SIGNS AID POSTS SHALL BE DE hERED_TO THE CITY OF LAKE ELSINORE M ANTENANCE YARD. DEMON SPEED:45 i ({I fl (P) (E) TI-° �`L`': I! /- " "" { X '� STORM DRAIN NOTES: ainro � rrr.•rr, H., ENGINEERING OWNER/DEVELOPER R R 0b A I } N'' /W (E)R/W l44�� �: A 0., Ltr ,V �' I I W NOTE DESCRIPTION CITY R GREENBERGFA2ROW WNJAART STORES, INC. , 4 ,T_� 's a r W ® REMOVE(E)CONCRETE BULI(HE1D. CONNECT TO(E)24 1 FA 30 EXECUTIVE PARK,SUITE 100 2001 S.E. TOTH STREET,SWC 4'DEDICATION 3p' 30' -n -- -_ - RCIP SO. IRVINE,CA 92614 BETONVILLE,ARKANSAS 72716 •�-q0- 24' 24' 6 T - - l31 INSTALL 1B'RCP SD;D-LOAD PER PLAN 87 LF PHONE: 949.296.0450 PHONE: 479.273.4000 I I ��RCP PLAN 1 EA CONTACT:JOHN NOURZAD CONTACT:JEFF DOSS IMSEE ONSITEPROVEMENT 5 4 INSTALL x © b EMAIL• JNOLMZADOGREENBERGFARROW.COM 2X 1 CONSTRUCT CATCH"NO. 1 PER RCFCAWCD STD.DWG.EMAIL JEFF.DOSSOIVALMART.COM PLANS 2X 2% 2X�, . q _ 2 EA g SURVEYOR GEOTECHNICAL ENGINEER ~2 INDEX MAP ® NO.C9100,W-14' 0 BASE CONSULTING GROUP, INC. MOORE TWINING R ASSOCIATES (P)SIDEWALK GRAPHIC SCALE (P)CURB a GUTTER (P)CURB h GUTTER iRlo o iw wo ® CONNECT TO(E)MANHOLE STUB 2 U � ' �{I Y.35• TRUNCATED DOME ® INSTALL 24"RCP SD-, D-LOAD PER PLAN 3 LF 16453 E. MANNING AVE. 2527 FiRESNO STREET I DETECTABLE WARNING ( IN FEET ) CAUTION: UTILITY CROSSINGIIR REEDLEY,CA 93654 FRESNO,CA 93721 THIRD STREET TYPICAL SECTION I inch - 200 ft. ® MUST HAVE 1 FT MIN.VERTICAL.CLEARANCE N/A PHONE: 559.637.1544 PHONE: 559.268.7021 O O STA 16+R30,13 TO STA 22+10.20 TAPERED EDGES CONSTRUCT CATCH BASIN r0. t PER RCFCaWCD STD.DIG. CONTACT:NEII THONESEN CONTACT: ALEN H.HARKER,PG �1 ® 1 EA EMEMAILL NEIL08ASECRP.RP.COM DILL' Nll?IIOMOORETNINING.COM COLLECTOR HIGHWAY N o WHERE IXPOSED NO.C8100,W-7' f f _ DATE OF REPORT: 3/5/18 DESHM SPEED-45 OO OO OO 1: ® SYSTEM INSTALL ENO CLEAN APPROVED EILMLCAPTURE FILTER WITH TROUGH 3 U F • BASIS OF BEARINGS TI 8 4"AC THICKNESS FOR SECONDARY HIGHWAY o O O O or �ELEVATION DETECTABLE WARNING SHALL BE YELLOW NO.LD201 �LOCAL 3 LA b COLLECTORCONFORMING TO FS 335M OF FEDERAL ® INSTALL CATCH BASIN MARKER PER DETAIL ON SHEET 7 3 U • THE CENTERLINE OF CENTRAL AVENUE SHOWN AS NORTH p O o O p (�SID. DWG.NO. TOGA) STANDARD 595C 43'46'43'EAST PER PARCEL MAP N0.32369,PARCEL MAP "CRUSHED AGGREGATE BASE O O BOOK 2D9,PAGES 84 THROUGH 88, RECORDS OF RIVERSIDE ��""// (CRY STD.DWG.NO. 100A) COUNTY,CAUTIORNA /�./�./�/�./�/�//./�.//./�. Know whaesbelOW. PAVEMENT SECTION SUBGPALATIVE RE caMPACTION EIeN TRUNCATED DOMES DETAIL Call before you dig. d TO 1-FT.MIN.DEPTH) NTs MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,ANDWATH THE PERMITAMAY BERIATE ISSUED.NDITIONS PREPARED BY SEAL yy� TRANSPORTATION ON COMMISSION.NE�3TI3�AG3N96RFFEE�I RIVERSIDE T COUNTY owxNc Nuuecn 30 6ceafive Park,Suite 100 Y CITY OF LAKE ELSINORE Irvine,CA 92614 OVAL NOUgT ,� TYPE: FIND 2' BRASS DISC WITH 10"CONCRETE COLLAR. LOCATION: t 949 296 0450 f.949 296 0479 O 4s SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN � � 1.0').AGENCY: NGVD 1929 No N6°39 SCALE: DRAWN: STREET IMPROVEMENT gg 3/18/19 a A 1 • SHEET 1 OF13 R _ Ew• 2/3/20 1" = 200' BB CAM•ERN AVENUE&THIRD STREET d REMON H E 83156 DATE /gam/ J N RZAD, RCE c. 046039 DATE ��rF IVA fit`! F E: CHECKED: ��� FILE No. ACTING CITY ENGINEER of CAVV October 31, 2018 JP 1111111� + o I J t-- X I \ D6 FENCE D3 I R/W D6 FENCE r- / FENCE D6 CB DB DB SDMH D6 SD i-RR/YI FENCE D6 O z 10+00 11+00 D1 12+00 + 13+00 + +{14+00++ + +i15+00+++++ ++1+6+00++++++++++++++++i17 + + +X + + + :+ + + + + + +'+ +'+ + + + + + + ++ _ I + + + + + + + + + + + + +++++r--{-++ _ + + + __.,--...._... o I SEE CENTRAL AVE ++ +++a ++++ + +++ + D2++ +00++ +++�+++++'18+00++++++++++++ ++ 19+00+ 20+00 + 21+000 O CA 12"W--Za1 ' 12"W I1 DENOUfION PLAN 12"W 1 .. ......... . .. FDR CONSTRUm + + + �. W + + + + +++ ++2}+ ++++12`"� J D2 +JLu I _ - — - + &+ + E E+��E + E �� + ++++ + +E+— +— ++E E + + + + + W — - — — —i �x +x- x + +x=� ± x z x�+ +x+ x 1C-.� — =� — + -=' � �r £ t vi II+++ +++ + +++ + + +++ +++++ + + +++ +++ + +++ + + +�+ ++ ++ �+ + �+ +�+ D7+ + + + ` D5 D5', .I ! + g h D3 D5 PP D5 SIGN PER D5 /w + D7 DB 0.5' Ds D5++D5 + D5 + D7 D8 PP FENCE WV FH BOX SIGN PER FH PER WV PP FENCE I SIGNING& Pp FH WATER FENCE 12• OVERHEAD PP SIGN PER SUM FH SIGNING 3 SEPARATE STRIPING Ali WATER ELECTRICAL ;STRIPING PINT 51RIPMIG PLAN EVNWD PLAN PI AN SEE ABOVE ^^_ CAMBERN AVE CAMBERN AVE STA 21+50 STA 10+00-STA 21+50 ++ , — — I+ + °1++ �+ IT Nr + 1 1+ + +++ r+ v- WM D6 In Rim IT + +� + R SD D6 FENC D6 PP D6 I+G+++ D6 FH D6 17 � -� � 2' 15' + T _-_ +-_-+ ._,+ + + X m) I FENCE SD SEWER SD+++ + X FENCE '1,4N +lg+++ k + ++{f;r f E +- E :�-+ r + �� ((( DB D6 DS D6 O6 Dfi D6 + D6 ED H 22+00 + +J23+00 + + S + D2+ 244M+++++ b r *ram + - y m + + + + V$+ram+ + �� a _ + + + + + + + T T + + _ +#.,.r + +�+ W z >•�y*rt++ ++ _ ++D2 + ++�++ g +W 'T--�� / si" W ++ CA +00 GAS.---t-r21+00 +GA6-��- 4+00 -r71}Op3A"o.--�. GASH,.-.G 23+004 l 6+ +I +++ _ ._ 25+0C C05 + N+ + +� + I m Li -Y-t + + + + + + + + + + - _ _ =�+ W = �+ + + + D2 + ++++ +m+ + + + + + Im + / _ ' N + ++ + + %+�v moo+ 5� RnVJ 1DZ PP D5ME + ++ DB PP D6 E I x +E* + }+a c' 1� WATER D8 D6 D5 + w++++++ + ' a I D6 D6 ~ D6 O6 D6 D6 /W D6 D6 D6 DB +�{�I++ D6 D6 D6 D6 D6 WV FH PER SIGN PER + I PP ELEC ELEC FENCE I 2T4�`"J I' ELEC SMH +.I t+ � VA EMI ECTRIGIL SEPARATE SIGNING 8 r + - ) K} r 7E�, "II TTT I EVMWD STRIPING '. I 1 +,+ PLAN PUN + P ++ - _+ n� THIRD ST i + CAMBERN AVE THIRD STREET + '++ ++ STA 21+50-STA 24+42.62 STA 19+50-STA 24+39.15 CAMBERN AVE i /1 I DEMOLITION NOTES "SXpR GAS SMH FENCE �.., -------- ;- X o I 2 15• 0 NOTE LEGEND DESCRIPTION CITY rrr---111 WM i SID �WM SDM1 GAS SEWER 0 DB D6 DB DB D6 p6 DB I D6 R/W D6 ti((� D6 x D6 D5 DB Ds D6 I + D7 EXISTING AC PAVEMENT TO BE REMOVED 11,264 SF R +-+X*� X t'+� kT:--ram �- - +-+-- 4n D2 + + + + + BEAR k GRUB 177.454 SF o D6 - __-.+ - _ - + .. W 11+00 5+-:--112+00+GAS- -:-iGAS-+13+OOGAS-s-: 6AS+--:- +14+OO�AS 6AS/-r-s Gi15+00�+GAS:�+GA6 + S ® + EXISTING PCC/AC CURB TO BE REMOVED 375 LF +... D1 - �-'•18+00+ + 6 17+00+GAS.- -+GA6�-�(18+00+ + 6A+ .--+19+0045 +GAk y m 12 + S ® ------- SAWCUT' 93 LF +++ ++++ D2 ++ + + +++ +++ + D2 ++ + +++++++++ +++++++++ +++ D2 + ++ +++++ ++ + ++++ +D2 ++++ ++ +++ ++++ W W 3 -- - - - - + + + ++ ++ - - + r--r-+ +--r-+ ��+ +-+-+ + � �.•1.. .+ -�- +++ -� --- ---- + + + + ++'T� +++ +++ 4w+ +?•'�+ ® -NIA- EXISTING TO BE REMOVED + + + + _�'u f E-+ ++_XE{+ + -+E�+ + + ++ + ++ + + + FIRE HYDRANT PER SEPARATE EVAIWD PUN 2 EA -- WV .D + D6 SIGN D6 FH + +DB SN;N +D6+Pp+ +D6 PP + D6 PP+ + + +fir- I DO POWER POLE 6 EA D6 PP EUBMWX 6• 24• %FORMER FH SMH PIPWi I SIGN PER SIGNING&STRIPING PLAN 4 fA D6 SIGN WATER r n I FENCE 1796 LF - OVERHEAD WIRES 1561 LF DEXTER AVE THIRD STREET ® - N/A- EXISTING TO REMAIN; PROTECT IN PLACE �v STA 10+00-STA 19+50 D7 - N/A- EXISTING O BE RELOCATED PER SEPARATE 3 EA ® -N/A- MWD PLAN EXISTING TO BE RAISED TO FINISH GRADE 15 EA = • GRAPHIC SCALE 40 0 20 40 Know whars below. CBII before you dig. IN EET 1 n>_ 40)rr THESE PLANS MARK REVISIONS APPR. DATE OF DEVELOPMENTVE BEEN REVIEWED FOR AND/OR CITY AND STATE LAWS,AND WITH PERMIT MAY BE ISSUED.CONDITIONS PREPARED BY SEAL BENCHMARK: DESI SSIO . ELEVA#343TION: AGENCY: RIVERSIDE COUNTY CITY OF LAKE ELSINORE DRAWING NUMBER r 30 EX�CULIVe Park,Suite 100 Y TRANSPORTATION COMMISSION. ELEVATION:CONCRETE FEET. MONUMENT ,6 �1 Irvine,CA 92614 o�,,N NOUgj' TYPE: FOUND N BRASS DISC WITH 10•CONCRETE COLLAR. LOCATION: t 949 296 0450 f.949 296 0479 4-= SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN 1.0').AGENCY: NGVD 1929 48079 SCALE: DRAWN: STREET IMPROVEMENT 3/11/19 + Em 1 31 * _ BB SHEET 2 OF13 JO N N RZAD, RCE o. C46039 DATE �� 1" - 40' DEMOLITION PLAN FILE No. s REMAIN HABIB RCE 113156 DATE IjE. IVI + DATE: CHECKED: € CITY ENGINEER XF CAO�' January 25, 2019 JP - I Q.tLlw :...:...:........:........ :... .. 9� : : ............. V- . . . Y. .............. ... ....-....................•---.... ---- - - - - - - - - . --.... ...:....:...:.... n:n: _ . .... ............... ................ ............... w .: ...:....... n . .......... �x � ... .:... .-...:...1...:...:...... . . . . . . . .:. . ..:.......:...:........:... ... ... .... . -----.....�-'---...... ..:...2:...:...:...:...:...:. : : : : : : : --- ------ - . - ---- - - - -- - - - - --- -------- - - - - -- "- --- r................: •"-, .,..-,... .........:...,....IPA. . . . . . . - _:-..: -- -- - -- ............................%...:._:......:....:...:.M-9�P Jrc--.:...:... ...:. -- . ............. -- .: ..:-i--- .i..i--=---:...Y.-- . - - -- -- --- -- - -- - - - -- -------- . .............................. EEN6fL1LA,IEt91E.... : i : .. .............._....._..._......-...-...._...... --- - i i i i i i i i S...E .:....:...:..:. . - - - iPN9YEMENI . . . . . . . . . . : : �...,... . . : . . : : -• ' — ---------- PLANS - - . . . . . . . . i---1....._i............i...i...i.. :.. ' :...:........ : . n . . . . . . . . . : : : : : . . . . . . . . "YVI�18f89. �� . . $� 9 . . r : �'- . . .....--•............... ... ----........ + . . . . . . . .d .......................--- ... ......... 19 LT O, p . . . . . . . . . . . . . . . . . . . ..........................-..._.__..__._......_...._........._ _ : q . 1 3x - : - -- - - . ..c..........:.......... �..:....: ---" - P :...�..:...:. - - -- - - .().STREET. i :..: . . . . .. :...:.. . . . �_ �_� ._.._........-'---.... . . . MPROA91EN1S ..,...... i i -.... . PER. SEPIlRiUE . . CENTRAL.AVENUE. - :--"-�'-. . . • . ,....:...:............. ...................... ..- . N1PRdVE1CIfP. . r .fir ,-..:. .. _ • . . . . . . . . - - - -- - - - -- . . r .......,....................... PI.AN.S . . . . . . . . . . .. ......................................... ........ . . . . : : : . . . . . . . . . . . . . . - - . . �� : :�... : . . . . : : : : : . ...,... . ...r..-......:......................... . . . . . . . . . . . . . . . :........,...:.......:............ .......... .. . . . . . . ..:............................ : Ph 18+88 PVt 1305. . . . . . . . . . . . . . . . . . : : : : . . . : . : : 5i +n ...:............................................:.......:...:...:..... . . E : r , : . . , q - :...:... ...:........:....:. ...................:...:...:..... :. : : : i i i i i i i i i i i i '-:---� : . . . . . . . . . . . ................................-:..--..._...-.....-----..._.---•------ - - ..:...:....:...:...:. . . . . .............:...:...........:...:.... : . . . . . . . . . . . i -- - --- ---- ... ..c......:. :.......,...:...: ...:...:-:. ..:....:........:...:...:... ...:....: . :...:...:... ....:...:... .. ..to-................: i - - -- - . . ...........: ,... . : �. ..............: . . ' ` :....•....:...:...:. ...:....I...:.. .:...:...:...:.. ...:...:.. . : : : : : ..... ..........'•---'---..-.... i .STREET. 1�.... . . . . . . . . .T. i. ..i---%- . . . .PER SEPAAHTE ....:.--�---� 35X.:. . . . - = = Pi ...:---:...:...:.. - . . . . . . . �/. . . . : : : . . . : . . ................................................... . NIiPR6VBHF. ................................................... ) -"� . . . . . f . . . . . . . . . . . . . : : : : : : : : : : : : : ... ... ... ........ ...•......•... .......... . . : r , , ................. ... ... ............ . , . . r : r (Q)>C : r . .. -r ...:- >LP.;ElEy.1�03 .JG..i...i...:...i...<... . . . . . . . . _:...i...i...:... ....:...i...i...:......:....: : : : ....................................... . . .... . 1 . . ......................... . . ................. ....................:. . . . . . : . . . . ...................... . ....•...:..... . . : r , , . : r :1. 03>< . , . . . , , . . . . . . . . . , . . . . . . . . , . . . . . . . . . ....................-.......... . . . . : . . . . . . .................................................: . . . :......:.............:...: : -..._........... - . : .--••---•.......................•----------- i i i i i i i i i __ - - = =' .....:...: 1'�4'VERT. 10+00 11+w 12+W 13-m 14+OD 15400 Ism 17+W 19+00 19+05 20+00 21+W S Ps' ! '' i ' � /.' ; is i I 1 I \ / 1 \\ I \/ I 1 .\ x I t+ ,\ .� ) 11 / I -\ I t, \i \ i I 4 i/ ' 1 i �! �i11 +I/ i/ \ J \ 1 11 \ \ �,\ (E)SO STRUCTURE ,/ I � \ /1•.)� I / � �' I A /\ . -VA A BY OTHERS ' I IX -_1_`L`�_�_ _ � \\ 10+7332 / / --- \ �7�I;j - / \ 19.00 -BCR 19.00 L / (P)DAYUGHT. + /E)R/W / I /' _ ✓� , ;`\ J \\ \\\ (E)48'SD (E)SO JUNCTION (E)48*S0 I '9 IIn 1 ;/ ).-L_........_...... `1-. �-r,�, {— I- — ^ — 19�L �- r \ \ , B1'/THERS ITHERS nY OIFIERS + \ __. ._ / ' - / I \ — — 3 — - �- _ - i 131 -- - -==- --_ \ 305/ - =- - 3•;E77 N m� s 10+00 /� ,�/ 11+00 ; 7S'- 2 '^' 73'4 13+00 S46'19'32'E 2178.77' '-- I 15+00 10 16+00 17+00 1309" 19+OOs R �'� /'� 19+001 J — 20+00 / — 214-00 F- k•.' i 15 -.. -__ 27r'�R/W 1TON PHi /� e 1 h �- / 3� H W o ✓ I\ i/ _ ,� 1 , m `�3- srr- - - 1 0 �fl + aY \' �Os �5 $ �'Aa E)W N YJ = ' ' ,` V AVE SEPMPROVEMENT PLANS v _,y13�6 i - N + •' ,-/- \3\1' 1 \'o\\ i�� \�\ \ / _ \ 8 1 -v�` j a6 \ 3 - m. „y _ _ _ 1Npy �� / _T _. 3 ,�� ��\;''_=-_ r3 - _ _ �C17-�L4- 4 _ _L5. - _ - -J d ' , FOR OONIIMIATN7N / ., I 1 4 4 _ _ -"L2='-C16 ti _=13 73 _ --- - -- _ --- _STD- _4 >_ ? 3 ,1 �\ I ' / n r - - -- - ----- --- �-�-----��--- > 1 _ \ \\ 6 (P)R 15'R/W OEDICATM7N PER i g _ 7 u I\ i I / // W I -6 __ - rc P)R/W_ . T � s_ s - _ �� I Y SEE SEPARATE DNSIIE NEST.NO. A ! k 9 I / 6 � i I t I .. �' / +- �= SEE SEPARATE ONSTIE _ g t --- g - \ SEE SEPAITATE OHSRE :9--. 8 -"' $ Y3- + T`} MPROVEMENT P1M15 FOR DA7ED : 1 -/-/-l-I \ I - ^� I CONTINUATION Fat Y / � 11 v T 'v;,l i 3�c._��NIPROVDNTIN T�FOR I , "��.,�/`\ / 5 2 � � 1 \ -\\ ��\.� 1 I I -- �� !I _g 11 r i I CO 1--lTM1.1 i I I I ilk " I. I Y 1 L ,� Cam- 9 \ �� 1 / 91 1 \ \ I I CONSTRUCTION NOTES Tj ,' GRIND & CAMBERN AYE o NSTALL 5'AG PAVEMEIR OVER 6'CLASS N AB w OVERLAY O0�N6 LINE DATA CYRYE DATA PROPOSED PAVEMENT I� u? SEO— STA 10+00-STA Y1+5O 2 NISTALL 4'AC PAVEAFNT OVER 6'CLASS N AB a� SECTION OR AC OVERLAY - - LINE No. BEARING DISTANCE CURVE No. DELTA LENGTH RADIUS - O _ -1 S4619'3z"E 148.38' C1 90.00'00" 39.27' 25.0o' (3 CONSTRIK.T 6 CURB k GUTTER PER CITY STD. DWG. No.2DO GRAPHIC SCALE � - ��\-- L2 S4619'32•E 77.66 C2 90,00,00• 39.z7' 25.00' O CONSTRUCT 36'-DEEP SECTION OF YELLOW TRIN GATED DOMES PER DETAILS '4- 0 4o is ON SHEET 1 $ • SANCIIt UNE ---- L3 s4a•s7'aYE 256.t7' C3 soroo'a0' 39.27' 25.00' S CONSTRUCT COMMERCML DRNEWAY APPROACH TYPE II PER CRY STD. DWG. • L4 S4619'32"E 50.21' C4 90.00'00• 39.27' 25.00' O NO. 116E 1 lnah TEER�' )ft. .�¢ ® C16 2'38'15• 4.60' 100.00' ORIND,SAVIICYT ds OVERLAY DETAIL 5 N46,93z w 33a.3s © CONSTRUCT s'wT>E CONTNIUOUS SN)EIIAU PER cRY STD. f)rIG.N0.zlD NOT TO SCALE C17 2'38'15" 4.60' 100,00' O7 CONSTRICT ACCESSIBLE CURB RkW TYPE I PER CITY STD.DWG.NO.214A Know whaC9 belOW. QB CONSTRUCT ACCESSIBLE CURB RAMP TYPE C PER CALTRANS STD AM i Call before you dig. `1 g 'NQ b �V 11 /� Q9 NLSTALL Lxxrr POLE PER CITY'STD.TANG.N0.502 MARK REVISIONS APPR. DATE OFEDEVELOPMENT MID/OR CITY AND STTATE LAWS,AND AI PERMT MAYBERISSUED.Df(IONS PREPARED BY: SEAL BENCHMARK: DESIGNATION EVATI AGENCY: RFERSIDE COUNTY CITY OF LAKE ELSINORE °""""`""�" s 30 Executive Park,Suite 100 / TRANSPORTATION COMMISSION. ELEVATION: ONCR 6 FEET. MONUMENT $ Irvine CA 92614 o�H NOUgZ' TYPE: FOUND N BRASS DISC WITH f0"CONCRETE COLLAR. LOCATION: 8 Y � p �. SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN 8$ C 949 296 0450 f.949 296 0479 ! 1.0').AGENCY: NGVD 1929 s N°' 'B039 SCALE: DRAWN: STREET IMPROVEMENT gg 3/18/19 « 12 31 20 * SHEET 3 OF13 . E'0 i" = 40 BB CAMBERN AVENUE PLAN&PROFILE REMON HABIB RCE DAT�_/,I(9 JO N N RZAD, RS_ o. C46039 DATE '��rF I ��! DATE: CHECKED: STA18+90T'OSTA21+lie FILE No. ACTING Cltt ENGINEER OF CAU January 25, 2019 JP 1'I%1 � 1.............................. :...: �...: ::... .... :....:.-. : :..: : :...:...: ...:..- : .. ' -....--- -- ... = = = .. =--=---. -- .._...................-:--- .-- : . ...,...,...r...:... ................:... ;.. saoo' :...: . ' ' :PN 4+08.49 ---`--.:...:....: :... ...:.. . . . . - 2 . _.., -- . . . . . . . ..;...,....:...:: :.......:A ..:. . g - - i i ; i 1 - : : : p �/1r� -------------------------- ---- - --------- LP.1 1 . : 1 . . . . : : : : : : : : .�� �.i .. - - - -- - --- ;.P)F(1 O 24'LT.�.€..i...:....i..._...: � �- � : i...i.. .................- ..... �1 ,4AT9 . . : : : : : : : : : . : : . . . . . . . . . .............. ...........;---`-- ---:...a...,.... 1 : : : : : : : . 3,26k . . . . . . . 'OF':E . 231x 1 :24 Lr .. . . . . . . ,. ,.....- ..... . . . . . . . . . . . . . . . . .... ... ...... .. . . . . . . . 1 s . . . -------------- ----------------- . &L OF , , . r ------ ------------------- .......--•---•.................... . . o.7e1r . . . . . . . . . . . . . a.._...._- ....1- . - - -- - - ...................... . . ......._...._............... .. . . - c. -- . .00' . . . . . . . . . . . . . . . . . . . . . . . - - - : - - : --- - - -- ---- - - - .5?--=---r---i-- - ..................... . : ----------- .............. 1 . . ............ ... -----'..-"-"- i PVT 24+OB.iB ................:...' -- .. ..99.._�._ ...c---- - - - . . . ...:..............:............a...,...r ...:. . . ., 130000..... - ` ..i..:...:...:... _._..... .... ... LP 23+96.$2 . .LP 300 23FS r , a • . • ......,....•....... ....... ... .. .. ... . . r r • • a , ...................................... ...... , e - -- -..... _ 1w : ..... ... ...... .... . . . . ',-1 . . . . . . : : : : : : : : : : - - : . l................... I . . : : : : : : : : : : -.........o.f._.........- - C . . - _.. P !S : . . . . . . . . . . . . . . . . . : . . - - --- - - :... + ;...:...:...:...........:......:...:... .21% :....,...a.......r....._:....:...:...:. A.T9X 2.00x 2 9ox: r 1 . . . . . . . . . . . . . . . . . . . 't . . ........ ............................... . . . :...:. = ' . : ' • . : : : : CI ... . . . . . . . ...... .... . 4 1 U:: ...................... . . . . . . sD y1 . . (�) . . . . .:...:... . : X : BY f/,l 1 iz. onERS iw. . . . . . . . . . . . : : : : • - W .......................,.. . . . . a..........:...: ...:...:.... w: 1. . ...19 . . . . . . :...:...:._..:.. . . . . . . . . . . . . �. .v . . . . . . . H 1 . . . . . . . . . . . . . . . . . :72'SD I ....iP.Sp.JUNC110N- - .......................................... . . . _.:...:...c...f.--:---: :...c...c.... ..-..._-- .............:...._.._......_.....__... ..i...:...t...:...: i i i i i i i ..... ...... . . . . - .:............a...�...r........... . : - .:...:...:....:... . . . . . . . .:.... ....... :BY O11SR5� ...:...:...:...:...:.... 85G00' .- - .-..:---<... .......... ......:.... .... ..OTTERS:...:...;... .;..pyT. A.. ..:....:...:...:...;......:....:.......:...;...: . . . . . . : < , a : ... . PA 1 29e.0 -� :...:...:....:... . . iP 23+ - _........�,_... ............. z99 rr .........- ...:...:...:...t.. ...:...:...:.. __. .W - ...:...:...:...:.. _...:...: -1 V: - 1riTi...... ^n •. . .. ,o., - ....4:. :... ..,... ' -- ---c......:...:...•. a ................I---'--......---'........... .............._.--'---•---............-'----- i i .......a...'.....__ i i i i i i :.: -- -'-- . . i i i i 8: :.- .-- I . . . . r ...-'---.. . . . . ,...,...r...:... .:.. . . .. ...._♦...,...,----......,...a...,._.:.-'...:... i i i i 41 2 . . . ...r...:............`---•.......:.----......•...;---,._.:.. . . . . . .. a .. �N ct1a91D..�... 1 . . --. . . . . . . . . . . . . . . . . . : : .: : �> 24 RT:OFI� . . . . . . . . . . . . . . . . . . . . : ; r 4 . . . . 22x . . . . . . . , ... ... .. ... ... ... . . . - . : , , , : :...:....... .......,....,...,.. ,..,.... ...,...,.........: I. • ...; :... .......:...:....:...:...•...• : : : : -............................ . : : . . . . . . . . . . . . . . . 1. . .1.1. :a: 1 . . . : : . ...... ........................................................... . . . . . . . . .....:.... ...:... ...... ................ .... . - : . - - .........:.......... ... ......I--...'. ...;...: - 1 : : : : : 1 . . . . :.. . . . . . . . . . . . . . . . . 1.. ..:...:........:...:...:.......;...,...,...I...;...;...:....:....,... :...I...:. . ....I.....:...:...:........:.... . . . . . . ...;..,--..........:...:I...;...; . . . . . . . . : . . .:...:...:...:... ...:...:...:... :...:... . . . . . . . . f .........................................................: :...:...:...:...:......:........... ...[..:-:.... ........... . . : : : : : : : : : : : : : : : _ _ . . . . . . : : : 1"=4'VERT. 22+00 23+00 / 24+00 25+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 / } u .� fl i CAMBERN A EESTA 21+50 CONSTRUCTION NOTES /' CONSTRUCTION NOTES OQ INSTALL 5"AC PAVEMENT OVER 6"CLASS II AB oh I I: - 9 INSTALL LIGHT POLE PER Cm STD.DUG. NO. 502 -,- r�� r Q2 INSTALL 4'AC PAVEMENT OVER 6"CLASS II A8 //, /•cs \.. 10 INSTALL 4'X4'XO.6'EMCKUiG N0. 3 RIP RAP 1-------_- � /� (1 CONSTRUCT 6'CURB 3 GUTTER PER CRY STD.DWG.NO.200 () .q.q�� �\ ~ '� N\ LIME DATA 11 CONSTRUCT THICI(ENED EDGE PER DETAIL ON SHEET 5 _T--1 I // O4 CONSTRUCT 36"-DEEP SECTION OF YELLOW TRUNCATED DOMES PER DETAILS I \ E SO STRUCTURE °d• \ _ -- ON SHEET 1 O IMYUHT (E)48"SD i" -.- - �•- 1 t 1 40 0 40 ------ / O �CONSTRIICT COMMERCNL DRIVEWAY APPROACH TYPE II PER CITY 5TD.DWG. LR;tiT OFFERS t /. LINE No. BEARING DISTANCE GRAPHIC SCALE _---_- I / / + E R BY OTHERS ,M I ' E)72'SO BY OTHERS -_ -�- / L6 N4619'32-W 101.21' __ ___ I() 22+7 L - fT1 ((E)SDU�TI NTHERS .a)\ \ -II / ') L7 N28ro9'11-E 23.51' -__l-:: II / © CONSTRUCT 5'WIDE CONTINUOUS SDEWNX PER CITY STD.DWG.NO.210 T N - --_. f per /� X/-�- Le N43'42'S1'E 195.26' 1 in ti - 40)� _-�-_]I I\7 \\ (2 CONSTRUCT ACC smut CURB RAMP TYPE I PER CRY SID.DWG.NO.214A o q M 9i a, _ _ i -9.00 L L R "'--`. I 1 /�_�r L9 N4S42'S1-E 177.23' _ _ _ I I B(pT1iER5\ @ CONSTRUCT ACCESSIBLE CURB RAMP TYPE C PER CALTRANS SM ANA W -- L70 N7922'O6'W 6.56' ___ -I \ 22+00 S48.19'3A 2178.77'•23+00 � 24+ �� \25+00 _ E>--= 9 �_4' R/W DEDICATION PER / 5 -- - -:3 ❑ m \ Q9 INSTALL LIGHT POIf PER CITY STO.DWG.N0.502 W U 1 T. Tn 1 ( $ 11 r / u1 S78'35Y5E s.4s' _'__ _ INST.NO. \/// - n_ 4A LU n N R/W \\ 13 j 10 1300 � H' ; 1 ! / u2 N43-42.51-E n0.69• C ---- �-_-_ DATED-/-/- V I - -- � // rrd \\ 3 LU � PZ R/W . G9 1 1 ' / 117 rr-- 1(P) WW SEE SEPARATE ONSRE r - -- - `y---- "I \ \ \ _- ---...-- ') .1 f J = n 1 ---- ) PLANS FOR g x P 72' BY OTHERS a .2. L-I `\ L6 Cyr\ 4 7 a\ - --- ---- ! �`CONTU1LM110N _- M - -- -- ---- '4 7 23.@8 L-EP X \\ X I X -�,X R H n ( �� 23.00 R -^\�T I\ I � CURVE DATA r C 1lT 4 \ 2388 L X I / / g ('� Q ' Tit . i i i i :. .�i Ln \'Lq8 L8 Cp ! CB I i / -Y `"'� 11 `" CURVE No. DELTA LENGTH RADIUS ro 3 -- 4 4 -�------ - 4$ N ❑ i� / / c 15'R/W DEDICATION PER �.. W + / 2 - ! i 1 _1 I INST.NO. 8 , 110N' ` i `�., 1 - C5 74'0T20' as.z6' 35.ao' W y ,� 20+00 I 1 21+00 22+00.- - . I 24+00 - •-25+00�- 1 N+90 DATED_/_/- i i J ! CiVABERII AVE STA 23+18.73 \( z �; g ♦- I 2 ------`'- + - - I I - -- I-}L.F�, + y _�} I'll i I I > THMID Sf.STA 23+20.18 1 \�,1 a x�-._ c6 15'2s'27• 26.92' 100.00' b = g g>E I N E)78'SO I OTHERS /SCT42$i'W 1859.50' 7,% \ \ N \ ( / / wl 8 c7 9oroe'lr z3so' 1s.aa W I f5 +i - ��9-- _ \ \ +.\}_- / __ 1__ / 1" (E)72'SD I .d L , L12 -I � - L9 \ \ �-- / -� r ' C8 90'02'23• 15.71' 10.00' _ L °' I I ; ! / CAMBERN AYE C9 89.5737" 31.40' 20.00' \ _ / i i i i i 1 l I I` \ I s u to m-- 3 �. _. 24.00_R \ 24 R \\ ' 24.00R� / /j �/ / tt �� II I STA 21+50-STA 24+42.62 C10 63'04.56' 11.ov 0.00' I 5tl �DAAJ T _ (E)SD JUNCTION \ � - �1 i , , / I I Gil 5T41.25• 10.OY 10.00' a I \ LIIE 8__ ,a--_ 8 _.. _ STRUCTURE BY OTHER$ \.1 TH I D ST STi.23+20.18 \ I �I I /� / / $ I I \ r_- `r a `r �\ I \ I CAMBEI81 AVE.STA 23+18.73� 1 j\ // fI // � I(I/ ) I I I \ I 5 \ '\ I o x \ I I \1 1- � / 11 L-' \\ f II � w GRAPHIC SCALE I \ d - t 10 I \ t / -'- THIRD STREET - I 11/ � KnowwhaPsbelow. THIRD ST STA 21+ O ( IN F' ) , 1 Call before you dig. SEE RISNT 1 inch = 40 z b i1 STA 19+50-STA 24+39.1a - _II ' I,. yyE MARK REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY. SEAL BENCHMARK: DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY DaAWING NUMBER S APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. , pQw TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE 30 Executive Park,Suite 100 Irvine,CA 92614 aR,N NOURZ' TYPE: FOUND N BRASS DISC WITH 10"CONCRETE COLLAR. LOCATION: � p y+ SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN L 949 296 0450 t 949 296 0479 � 1.0').AGENCY: NGVD 1929 SCALE: DRAWN: STREET IMPROVEMENT 3/t8/19 ♦�1 • 1" - �, BB SHEET 4 OF13 PLAN i PROFILE -� 4 JO N N RZAD, RCE o. C46039 DATE 9I IVI �� FILE No. R MON HABIB RCE 83156 DATE rE OF EAVQ�' DATE: CHECKED: CAMBERN AYE STA 21+N TO STA 24+42.52 a ACTING CITY ENGINEER January 25, 2019 JP TURD ST STA 19+N TO STA 24+39.19 11• J 1y L=-20 .- ....:..-:---i-..i...:---�--..: . . . . --7......:---:....:....:-_:...i ...:.-.:---.... _-:--:--.i...:----...:. 17+Os.91 . . . : : : : : : : : : : . . . . . . . . . . . . . : : : ----- - -- - - --- - . - - - -- - - - - -- --- ------ - .,...- ............. i t .......-'-----'-'---'--- - i i i i i .:..:...:.. ... n . . . . . . . ...:...:... . . . . . . . . . . . . . ....... • • .,..• • • i= 02. . . . . . : ` . . .:.............. ............................... .'- 1 .74 : .. . . . . . . . . . ..... ....... :. : . . . R+ z . . : . = = ..... ......:................... ... . . . . . . . . . . . . . . . . . . . . . . : .-- : : • • ..-.--...... . . . . LP 1 74: TC 0?4•LT DF . . . . . . . . . . . . . . . . . . . - -- . . . . . . . . . . : .............. . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . 1740&91 . . . . . . . . . . -� . . . . . . . . �T ,NP 12lf5.a�5 : : : : : . . . . . _.:...:-'- --, ..:...:_..:.--------:-1'll ................ . . . . : : : : : .-..._.........................................-- ,� 67P fe LT W E 00 r5: . . - . . . . : • "' . . . . . . . . . . . . . . . . . . . :. .:........................... -... . - . . . . . ...._.--..-: . . . . . . . : :- - ` . , . . . . . . . . -.... . : . . . . . . . . . . : .................. ................ . . . . . . . . . . . . . : : : : . !�- . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . : . . . . .........:...< ......:....:....I...:.......:--.:......- : - :...;._--:.......:... .... : . . "' " : ice: . " tzsz ' :--�.—......:. . . . . . . . . . . . . . . . . . . . �y , . , " - . . . . . . . . . -- . . . . r . . . . . . . . . . ..... ... ......... _... ........... ... . ' - . . . . . : • . ............... . . . . . -....... . . . - . . . . . . . . . ,...-....... _:....: ,.... . . . . . . . . . . . . . . :--.:--.:.. ............ . . _.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . : : : : . . . . . . . . . . : . . . . . . . : . . . : - .............................. . . . . ..:-- .• .......: ..-.-...." : -...-......: : . . . : : =200' - : .. • ....._.. I .... - ............................ i i i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... - . . : : .............._ ..----`--....:-- - Pet 1 .74: . . . . . . . . . . . . . . . . . . . �-- .. .:... ........ .:......- . . . . . . . . . . . . . . . -- - -- ---- ..:--.,- . . . . C..-:' :---: . . . . . . . - . ...................... ...... ........------. .....----- . . LP 1 ?4'RT OF E -......... . . . . . . . . . . -....... : : : _............... -- '' . . . . . . . - - - t.... -- -- . . 9f�sD . . . . . . — - - z4: '''' :' : . . . . . ......---'............ .................... 1 =' ---...._.....'--'--. oTH�ET1s': :.. . . . . . . .sr. . . - - . . . . . . . . . . . . . . - . . . . . . : r . : :........ ...... . : : : : . 5os3 : : : ......................' ...... - ' ..: : : : "' . . . . m . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : . : : : : : : : : : ---:... ... . :...:...: , . . . r . ......:...'............: :�f...:... ...:...'- .- :..;... ...:...:...:...:...:...:-...:-.-:---:.--... _ - __ .. ..:...:...:... .....I...:-'-:---:---:...: -- ....-"--- -- __ ..:... .........---------:.--:...: ..:...:...:...: ..:..._.................. . ..................................................-_........._.-_•___•_ ...-.....- 1"=4'VERY. 10+00 11+00 12+00 13+00 14+00 15100 15+00 17+00 18+00 19+00 20+00 ! ! ! i I \I ,i " ' 1y I 1 - SEE SEPARATE ONST E �f �I I f i 43.03 L-BCR ! I j I\ 1X\ \ \ x J > __{ T-MPRO'/O1ENT PLkIS FOR--- 4- Tj l _ _ 8 1 8 _ _ y i JOl� ( P DAYLIGHT LINE I I \I -`_ \ \ x �.\ ' 'i 4I _ -1---- CONikN 1 - -- C* /, ` I t ' (E)sD HWalOIE ITr OTHERS (E)R/W g ______-- 8--- "----------- ---- & 4-CR•,..._ (E)SD OT HOLE' OTFERS '"\ X ---- --96"SD eY _ .. : - t"+ 1 I I .. 96"SD BY OTFHERSI I \ _ 7W SD BY OTHERS `�- I, } 10 s ------ �._-_ -------- --- E}78'3B$F -- - x--�, -- x -� _- s x X _ x._ - ��'- - °ja. 'ems r --- s 4 . _ _ U3 -0 o 9+00 10+001 I 11+00 12+00 \ 13+�00 0 14+00 � 15+OD\\ I6 22.W L \ 17+00 '� 18+00 19+00 ~ - o — - 1 „2g5'\" 1 I I + , - X' X1 S4S4YStti1 1899.50'��? — I \\, Tab + \\ ,\ I A I --- 2 I T + +�—-A W Go _ J� T / I I I — — _s: ----- _ - - '%1290-- — L15 ..L17 ► L14 I ' J W d EEOEOOPp- I ti.. If��� f --X _ X 12% = (� \ 11 I �) I I );; 1 16.W R-CR-. _ ._. YLIGHT /I-_� w ,I \ -- (� y m\�` \ --N c- z =z \\ ' ! g 1 I A 479 R-BCR w \\ 1 _ - -- _+$ 8 8 8 8. $ �\\ i I .,(E)78'SO 8Y ! I I`. -\IP I- JON I• 2w . (E)GROINID _ -- ����- .a-�- N H r �; ~�� °°r+' \\ I S I OTHERS I� I,, - /-- I Z /-'- --�'i /" _ 5 � \\ I. I { I '9 - AC PIIYfMENT v Y i�./ / _ _' IT I 0 THIRD STREET CONSTRUCTION NOTES CONSTRUCTION NOTES LIME DATA C11RtlE pATA p� M LINE No. BEARING DISTANCE CURVE No. DELTA LENGTH RADIUS O O O STA 10+00=STA 19+50 O INSTALL 5-AC PAVEMENT OVER 6'CLASS 11 AB (9 INSTALL LIGHT POLE PER CRY S1D.DWG.NO.502 I P L73 N43.4751"E 111.12' C72 90'15'01' 78.77' 50.01' Q INSTALL 4•AC PAVEMENT OVER 6•CLASS II AB 10 INSTALL 4'X4'XO.6'BACKING NO.3 RIP RAP GRAPHIC SCALE L1a Na3•a2's1"E 199.73' C13 9o'a1'52- 39.29' 25.00' 24• (3 CONSTRUCT 6"CURB h GUTTER PER CITY STD.DWG.No.2W 11 CONSTRUCT THICIO:IIFD EDGE PER DETAIL ON SHEET 5 40 0 2p p L15 N43•a2'51"E 50.94' G14 50.Ot'36' 5.70' 10.00' RECOMPACTED SU6GRADE COMPACTED BASE COURSE 0 ON SHEET 1�•- SECTgN DF YELLOW TRUNCATED DOMES PER DETAAS 1 SAWCUT,CRMID,Q OAE'RLAY PER DEU1L ON SHEET 3 i us Na3•az's"E zo0' cts e9•se'o5' 15.70' to.00' THICKNESS PER PROJECT BASE THICKNESS PER 1 1n h� )tt i'! u7 N121-14 w 3..1 GEOTECHNICAL REPORT GEOTECHNMAI.REPORT (5 CONSTRUCT COMMERCIAL DRIVEWAY APPRO"TYPE N PER CRY STD. DWG. s N0. 1186 5 NOTE: © CONSTRUCT 5'1110E COf01MU0U5 SIDEwmx PER CRY STD.DWG. NO.210 1. APPROVED BONDING AGENT SIWl BE APPLIED AT CONSTRUCTION JOINT 0 CONSTRUCT ACCESSIBLE CURB RAMP TYPE I PER CRY STD. DWG.NO.214A Know what's below. THICKENED EDGE ® CONSTRUCT ACCESSIBLE CURB RAW TYPE C PER CALTRANS STD ABBA Call before you dig. i Nor To scAu: � e V N/li /!y MARK REVISIONS APPR. DATE OF DEVELP O�PMENT AND/OR CITY AND STATE LAWS,AND A PERMR�ERISSUED.DffIONS PREPARED B SEAL �� BENCHMARK: MMISSION.N EVATI AGENCY: FERSIDE COUNTY CITY OF LAKE ELSINORE onwwc uuern 30 F�ecutive Park,Suite 100 7 TRANSPORTATION BRA SSIDIS ELEVATION: ONCR 6 FEET. MONUMENT Irvine,CA 92614 paN NOURl, 4 TYPE: FOUND N BRASS DISC VEN 10"CONCRETE COLLAR. LOCATION: t:949 296 0450 Y.949 296 0479 o C SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN ii 1.0').AGENCY: NGVD 1929 3na 1s •. t p * SCALE: DRAWN: EtEt STREET IMPROVEMENT SHEET 5 OF13 9 1" _ THIRD STREET FLAN A PROFILE b R MON HNBIB RCE 83156 �� /�-I JO N N RZAD, RCE o. C46039 DATE •0I IVI Q1t�! DATE: CHECKED: STA 1a+00 TO STA 19+68 F`�N,1` A OF CAS Janua 25, 2019 JP l ACTING CITY ENGINEER 7 i1m11i-mliM ll�m p l III IiIIIIIiiiiiiiiiiiiii1IliilllilIm111/ //11 IIIIIIIIIIIIIIIi�Y�lllll 1HIm111111N@ 11111111111111111!l1111111111111111111�1�1 �11 III Ii -!_ - Ell 11N� 11� �1//11 1//////!n!1//!//1!/I'� 1/N'�11innimll inml 1 1111 M1111////1/Y 1//1111//1/11//In/14.GIr11111 1 I k I I 1 11111�G11111111 111111 �IE "1111 11� 111 M, NI 11 1 '� IIIE991151-11NUVII!!l1I 11'lll 11�11 l� s IIIi�FIIE<I��1111111111 111 xt -IT 111E9El11111111111i 11111lIIIII F'1/1llHl� lultllf dlil 1 _ Ila_I '" 111112MR1311111 E;11111i1 1111/1 I� �� -� i IIIIIaII4z�!!!!!►�III1 3111111/l llllll I 1�6611 "INING� 1� �: IIIr 3alE�I?IIIIIIIIII//11111111111 t ip 1 1 1 �' i' /:1I:C1a1al:l11li!llaiaa:.A�eH111111 1 111'�1:::::GGiiiuri::-_---- a4-. , 1 IAI � nnt: W �■ 1 /_�� 1 IIIIIIIIIIIIIyIt�!!�Il1111��l1111111111 �1 111 11 1 lnnwN 111 1 111111111111■11111 111E"1Gsu1:1111_II liHiiiiHIM111!!ml11imiq;l!19:` 11!!!!lwi�1111111111111111iiG::N: :ri■i 1 1 1 II 1111111 IIIII�I�IIIIIIIIIIIL`''�I{�:�71111 11 IlIN IIII In'inI1111E �3 :1� 111 III 11111111111111111i11 iiiiieii �l �'�!1���111 1 1 1 11 1�1 11lu11111u IIIIIInli1111 1 1Nllp1 1 t , 111111111ulllllllllllllllln1111�� 1 1 E1111�1111111111 11111m1m l � nH11u1n1 NN 111III 11111nil I111111111111111111 1 /� 11�� 11�111 1111 1 1 Intl 1 11111111111liIllllllllllllulllllllll IliI IH11 II Jim 111 NI1 IIN1ull11111 111111 111111111111111111111111 lun 11 1 I,UM' III1 1�11 1 1 11 1111111111111111111111111111111 Iin Milln1NIO N! III In1 IINI !11 1111111111111111111111111111111111111 II li 1 l a111I111111111In111111111111111� !N111 Ilu3� IIIIIuY HIH 1 IN I 1111111111111111;111111111111111111i111111BI 111 1 1 1 1111111111111111cw1111111111111111 1■■��n 1 i "Ik l = t 911/ '�Illll..,l III11111/1111111FIB2 1111 11111E 11 1111i �j1 1 BRAN 111111_Rnllllll 111 111 1 it"fMi 1 1� 199 alb 1 /IFIE111111 �11111111111111111 ' It nlllll 111112 5411II:�vull 1 I gru 111/�iE;lliIIIT�111111111111 RM I E 1 1 IIIiG t9En4; 1 i ; hmn11 1 3111["li NIIIIIIIII:Glllllllllu'4':►�MM 1111 IINiFlir-Mill h;nI I 1 If 114 1111' IlICIE11111/ 111111111H11111ER1�a1k� /11111 11� 11 Ill!■■:y""'N"■��'�lll l"G�IIn I ulill�l�"l1111_Ii1111�!�llllllli�'�!F111 111 11n11 E:�1111 1 IN 'll Im IIll�l1-11 pi-lllll�llllllAlllllllNVU �I IN li■ 1�1�►1 1 �� _ N 1 1 i1 ali■iii��111�iiii. 1111 IINI IIHII�s ��ni''/lI Iq■ i L I IIIIIIIIt3E91�1�111111/1/IIIIIII IIIIEIE 11 ,,11 11 y11 11 1 Illiia!!lillllll!!/'Ciiii111111111►'llll 1- :LlUM111�1N 11��■■il iii I111111ilU_!�zy"""'■■■E 1111�11��lII yiW 1 1 y Illlllil�11111111111111IJ1=1Gi111�a,.�rt�'._I/ ►1 1 i1�n i�1Ni1 nl 11 I II1n1111111111"iiii� �I iii 111�mInliuiiillialp. uNinc� " .R�i � I1111111illllll11111111i:�lllll'���itw�l�l.��l 11 11 1 III II IIHIINI 1�Blll nllml luul lulHll N 1 11/H/llllim111111I111HNn 11 11 _ 1 1�1 IlNlmnll m/H111n1 1 iH111111ni11 1111illinnnu 1 ar _ _ �lIm -�? �1 /lull nNl NI IF . ;,. 11 nilNnmll III !ESE ! alI�IN11 �O111Nn1lmm/ 1 k NN -fin Il1E3wHImIIHElN/1111111/n11 11 .II. l' [a 1 Erll if111fl��i1ln �ClNm11N11neMill TF 1 Ilmm IIIIIi*E:1111NIIINNNHIt»iR'� 1 iii<ifENll �G Ik �NmF3E' mll m �EIu �' E 1 IIniNHIN1111N IQ : 1 'i '� n -i.. „ -'=11E:�1°NI�IN►.r�iH1H11:�1m11�1 m� �fiiN r E �� 1 INL�ENf�I��11m�FlIIIN1I��I���id 1� 1 1 _I''■■■1 / :_ 11 Illy i! !l►1111134111111111 111111111 InIH t9E 1lp1 N UNI 1 E n lungI11AIllllllIIIN�MINN11:y1�1h ill 111 ...■� ■� ■...., ■■�� ► u ■ IIIII Ii��il � illAf+ N':.la.. 1 !! /!1�!Ii11111111111��■■■■■..��NII.IIIHI IININNuI__y '� Im _4111 1 1111111lL'icjifflIIIPII ii11111C�f�141111 N 111 1 *" 1111 111111►1�It 111111111l� *!�' 1A 111 1H �1Hn I��I� a�--11�1 W NO IN iGi�F ::�8': :52�:::I���G1N�~s:► !!11 111�1 1 $ �11 1�111///IIIIIlII11NIL�� 1M�i111nil �1�111111�1111�1 Ilia ii="� u►I i IIIIIIiiiiiii IIIIIIIIIIiiiilnn �i 11 ii11� 1 11 i= 1 11 11111==11 111111111111111111=n1nil 11 1 11111N11 111 Im 1 111111ii1111111111111111111111 �w n1=111 1 111u111 lull III IIIIIIIn11111n11 u111N1 , 1 111111// II nNII 1 1 , nil I11111111111111111111111111 iilll 1 If N_ mINImNI111HIN�lINm/11 1 IiNlm`a� 1 IIIHIIINIIHNMinnin lH_ml_�in 1 A 1 1�p1111 ml E IHl1,�1 lmlmllll�Nunw 1 1 nNNN m1 1 II�EMCI lnvailloll 1 ImNIIHNmliml - � n T - II CAR Iu9FIN N 1l1�� 1 1 1 - 1�1 Ell� ININNNII111m11 Int�€ El3 1 11/InE iiiiij P111-1 a1l117m111i IP E�111Nai^mll/11t 11 - - 1 1 'gym 1 - ImlllplIz_ s . �r „�F_ _�_, I�I,N�lllll"it11 5�11 IFI alb N711 1 1 m1Hn1 � 1. 11111-1111 i � i111■i-mm NNu F Flllml 1 �vio'' _- �k' _ NIf3iIm111N m11Fllai</ml InH1111Alimnnlmml 90 u !�me 1 -� iin�l"lnnl l I�tINU�i ; I imum i11N ' ' ►1 I 1 IHIIIIHnn1 Nh u ► " -i 1 �r. '::1'.'�_N �s■■� Imlhllnr: NONNI 111111m11mm11mH11I11Hm111m1 OF DEVELOPMENT AND/OR CITY AND STATE LAWS.AND A PERMIT MAY BE ISSUED. CITY OF LAKE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS - CROSS SECTION CANIBERN AVE. �� �� ACTING CITY ENGINEER 1315 1315 1315 1315 1315 1315 1315 1315 .44 1310 1 j j 131 0 1310 1310 30 1310 1310 1310 1J10 I , i 1 tf , rill I _ - 1J05 ? X i i ,305 1JOS 1305 1305 , , 1305 1JOS 1J05 1 r +' XI ; XE t Ivow 1300 _ _ _0 10 20 �0 50 so O 1300 1300-� _ _0 10 20 40 50 1300 300 -Q _ _0 10 120 30 40 50 Bp 0 1300 1J00-� Y- N, 10 20 30 40 50 6o D 1300 19+00 19+50 20+00 20+50 1315 1315 1315 I 1315 1315 1315 1310 1310 1+ r� 11- Hill ! 11 1310 ,1 I� 10 131 10 131 fl � , - 10 1 13 0 13 0 13 305 1J05 f t t 1 f r 1 1 , I 1{ +1 fi EG 1Jo5 13M 13M 13M 13M { I i I I 1305 1300 1300 �. th ,- 1300- -30 _ _0 10 zo 40 80 1Joo 1300_ _ _ _0 ,0 40 60413M 1300 _ _ _0 , ' ' 40 5o B0 1300 1295-+0 - - -0 , ,o so 1295 21+00 21+50 22+00 22+50 1310 1310 1310 1310 1310 1310CATCHBASIN MARKER DETAIL it ! I i The City requires that catch basins be marked "No Dumping, Drains to Lake" using the d n 1305 I 1305 13M I 13M ,d05 1305 Manufacturing Incorporated,3"x 5 Y4"Duracast style storm drain marker. Storm drain markers are l r required at all stone drain inlets/catch basins within the boundary of a development project. 1 + r- t +4 r R Hem No. 1 ? - NDL 3"x 5 14'Rectangle BlusANhite✓Green,'No Dumping,Drains to Lake"Duracast Style ' T 1 , 1 Stone Drain AAarker t _ - AG Adhesive Guide imprinted tack of marker 1300 1 1 1 I I RS-222-5 5 oz Adhesive Squeeze Tube .ma er 1300 300 1300 300 13DO _ - RS-222-11 11 oz.Adhesive Cart' for aid.caulk gun r 1 i , ordering Inlimmanon:des Manufacturing Incorporated,3610 Cinnamon Trace Dr.,Valrico,FL 33596/ I r T r Ph 800.549-6024/www.dasmanufacturina.com. 1295 � 1295 1295 Not "Duracast"Style Example _ 0 1 1295 12s5 t _ _0 1 4) Ent 1295 NocO.M.s emOo � .��-� V 23+00 23+50 11101111, 24+00 3"X 5'/4"Rectangle �_ ))BEST a;BurxxtTMfdMNuArrc tI�EwIMIulgrAtResdllenAS22!-5/tt27!-tl ^ xa,vo.,a W As,isW,r It is a single part adhesive which requires no mixing or This marker has a polyurethane"dome"applied special surtace preparation. It provides a permanent bond to the fact of the marks, It is optically clear, to concrete,asphak,metal or just about any flat vertical or 1S self-healing,non-yellowing,and U.V.resistant. horizontal non-soli surface. 8 It provides protection against mechanical and Recommended application tam rature chemical abrasion. pie range is hm d It will skin over in an hour,be firm within two(2)hrs and achieve a full cure witMn 18 hours. seta Printing Available in either a 5 oz.re-sealable squeeze tube or an The adhesive guide insures 11 oz.cartridge for use with any caulk gun. 1 proper adhesive application on the marker ' The marker should be placed in clear sight on the top • of the inlet facing toward anyone approaching the inlet from either side. All storm drain inlet locations s should be identified on the development site map. Refer to CASCIA BMP SD-13 at nnE._•.vww.Cabin handbooks.com;Documents/Develo Know What's beIOW. pn—n SD-,_3.� Call before you dig MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE PERMT MAY BE IISSUEDPRIATE NDTIONS PREPARED BY: SEAL S, BENCHMARK: DESIGNATION ELEVATION: AGENCY: RIVERSIDE COUNTY MONUMENT CITY OF LAKE ELSINORE f1�f Ln 30 Executive Park,Suite 100 y TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT ,Y Y �� Irvine.CA 92614 oV,H NOUgl' TYPE: FOUND N BRASS DISC AVENUE 10"CONCRETE COLLAR. LOCATION: �FYY p nr SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN t:949 296 0450 f 949 296 0479 c n 1.0').AGENCY: NGVD 1929 SCALE: DRAWN: STREET IMPROVEMENT 3/1g/19 + SHEET 7 OF13 ,•t 31 zo 1" = 20'(H)/4'm BB CROSS SECTION CAMBERN AVE. REMON F4BIB RCE 83156 DArE.` 1� J N N RZAD, RCE o. Ca6o39 DATE '��lf rv1 fit``' DATE: CHECKED: srX tg+p TO su xs+gg FILE No. OFCAU November 1, 2018 JP ,1 e� ACTING CITY ENGINEER 1295 1295 1295 1295 1 1295 1295 1295 1295 1295 4 J Jb 1 1290 1 1290 1290 1290 1210 1310 1 ino 12W 12W W I T Ti T! T., �4 t-T4- it t. . NL 7 + --- 12M F ini_�T . I: 1285 12155 . . . I I 1 .0 Im 1255 Im 1285 11= 1 1285 ; I rd I I i 1 51211751 a d204-1 6 -4- 4- ti_t BIL,1 4. I,J 4 L 1280 1280 1280 -1 1 290 1 129D 120D 128D 1290 - 1280 0 7 1 2 40 20 X! 4) - 1 1 �jQ 10+50 11+0101 11+30 12+00 12+50 1295 1295 1300 1300 1300 1300 13M 13M 1 1300 V jo T 7 '+ ;+ I -_. , 1 4- -4-r 4-J _j 1i L 4 id- 4 F1 1290 1290 Im Im 1215 11 nM5 12" 1 4 L tA -F t 4- 12M 1285 1290 1290 1290 129D 11 111290 1290 1200 -14J. 1119 I"I'l 717 11111 1 , 11 01 _T 44 +- 4- 1290 128D : 1 i ii : ; � 1 t L 1285 1285 1285 __LLL 1295 4f 1285 2 40 1205 1295 1205 0 -40 -30 -V 0 1 2D 40 V -10 0 10 20 JD40 13#00 13+50 14+00 14+50 15+00 130D 1300 1300 1300 1300 13M 1305 1305 1305 13D5 7 4 -4 CL' i+ 1CL! + im 16A]. 1295 12 F 1 1295 1 M F 300 1300 1300 1300 0 A 4 F- �G ti 9 E g,)�L.L Q).m fi -)4!C 1290 1290 1290 1290 1295 1295 im 1290 1210 1295 1.41 sr.#_- ILI, pp -4 1 4 J 7 -H - . i 4- 4-t rr 4- T] 'Ti "T20 1285 1290 1285 1 f 1285 1285 1295 Ino 1290 40 4) 0 11 1) 200 a 4) 15+50 16+00 116+50 1174-00 17+50 �10 Know whars below. Call before you dig. 21 4J06 q11111? 3 I Ll T -4 L -11-t11 -J'Ti It j p Ll I I I =LEE 2WV" ig 1 ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED Bl� SEAL BENCHMARK: DESIGNATION J3433 AGENCY. RIVERSIDE COUNTY DIU�NUMKR: MARK REVISIONS APPR. DATEI OT'F'DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE 30 Executive Park,Suite 100 "Ou# TYPE: FOUND 2'BRASS DISC WITH 10"CONCRETE COLLAR. LOCATION: Irvine,CA 92614 SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN t:949 296 0450 t 949 296 0479 1.0'). AGENCY. NGVD 1929 8 3/18/19 SCALE: Im DRAWN: STREET IMPROVEMENT '7 EM. 2 31 20 1 20'(H)/4 BB SHEET 8 OF13 JC\��NRZAD,��o. C46-039 DATE CROSS SECTION THIRD ST FILE No. REMON RABB RCE 83156 DATE OF C DATE: CHECKED: STA 10+68 TO STA 17+50 ACTING CITY ENGINEER November 1, 2018 jp k q-I%r 1305 1305 1305 1305 1305 13D5 1 1305 1305 1305 T J-1 1 4 1 1- i-1 .1 4+1- - -1 t4 j f 4 4 gild 1300 1300 1300 13DO 13M 13W 1300 1300 130D 1300 ir 7 441 IT 1295 4 I - I I Ei 7- 1 : i I J-V . I . 1 7-17 -t 1295 1295 1 -s 1295 1295 1295 1295 1295 1 1295 - f1. � .L ILI G 4 +tj- 4+ 4- IT 1 4-P- -T 11 1290 IL T 1290 1 i 11 1 L 1290 1290 1290 12130 10 40 -1290 1200 1290 1 0 D 30 40 a A 0 11 1 30 40 9 3 D 4 1 2 18+00 118+50 19+00 19+50 20+00 1305 1310 1310 1310 1310 1310 1310 1310 1310 '!4 -4 -H4 4 r -ILI 4 -T 4' 13M :24,0' 1300 1305 1305 1305 1305 1305 1305 11305 1305 J - 44- ON I f 1300 1295 1295 Ill I T. 13M 1300 1300 1300 1 1300 13M -0 -�j-r 44 - 4 4 -j W295 77 1295 Im 1295 1295 J 1.111- 10 1 1 2 D 4 1 D 1290 12M 1295 1 410 0 10 401M 20+50 21+00 21+50 22+00 22+50 1310 1310 1310 1310 1315 1315 7 J in tt- 1 -4—+ 4�F f J'M I C I I : 1305 1305 130 IX5 1310 1310 44- 4 -- — t 1-4 +41 ; 4 +-�-1-4- 1 ++- 7 13W 13W ; L I . 1300 1305 i 1305 4 4 +4tI ' + 7 T T 5 1 : i I I i 1 1 , pT 1n5 12!?5 129 1 � I . I i I 1 1 1 1 ! 1295 1300 . 1 - 1300 23 3 D 40 1�0 4 Q -20 -10 11 10 00 3 4 23+00 23+50 24+00 Know whatrs 10W. Call before you dig. VQb 6,1 'Y/it 1tj i4h E� t 14- ell- �T' I pe. t 2901 t THESE PLANS HAVE BEEN REVIEWED FOR COMPL1I WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY D�NL%N": MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE 30 Executive Park,Suite 100 14OUIR TYPE: FOUND 2" BRASS DISC WITH 10"CONCRETE COLLAR. LOCATION: Irvine,CA 92614 SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN t:949 296 0450 f 949 296 0479 ¢ sT m 1.0'). AGENCY., HIM 1929 9 460M -SCALE: DRAWN: STREET IMPROVEMENT SHEET 9 OF 13 3/18/19 E' 1. 20'(H)/4*(V) BB CROSS SECTION THIRD ST J*tNQ6RZAD,"E 0. C46039 DATE TO STA 24+00 DATE: CHECKED: STA 18+0 FILE NO. R�f 831515 DATE e OF CA 111 ACTING CITY ENGINEER November 1, 2018 jp A J k12'(t2JJV�112 �;(12')�(14') 1 - Q t_._ 1_ __. I. \ � NSfALL TYPE ) iB x .-,} 1 _ .v N(L)ARROW 344' 259' �- N R26(SxG) N W3-3 N R26(3HG) ,-.`- 845' N R28(S)G) _ / ' M 'SIGNIL AHEAD' I + 9 1 50' 1201 �R/W — - �_ — I N+- •'� - .I 6"WHITE 50' TYPE z�7ELLU�' — Ty -- -- - - --- ---- —X -- N 14' N(L)ARROW M 14' 0 20'O/C Icy 14' S 3 10+00 I 11+00 t1 21+00__ _ — +T _ — _ 2 12' 1 12. 1 I O y y�j 12' 2' 12' W j, W (12;� CEYTTRALAVE ,r ,r _ - - - 7s - - - 16 - - - - - - - - - - - - -� ..- - CENTRAL AVE PROPOSEDI STRIPING -- -- - -- - - - - -- - -- - - `j pe PEf SEPARATE PIIAN / �4' 14' 9 _ _ V _ _ _ NO" N R26(5)(G) UNKNOYM 1.� � •; ;� I R T 9 613' N R26(S)(CA) ��' R TYPE 0 N W73A(G) R TYPE /W N ��Sx� 362 N W3-1 W74(G)N I i/ 6•WHITE 50' N R2-1(40) N R26(S)(G) 90' I REVERSE 260'TAPER I / I CURVE SEE ABOVE CAMBERN AVE CAMBERN AVE STA 21+50- - T - - STA 10+00-STA 21+50 y I I + — � I � � I UNKNOWN RI N R26(SxG) N R2-1(40) I 81 N R26(S)(G) N R2_t(35)co TYPE /W ALL TYPARROWE N ARROW R_1 - + ' R/W 9 1150' W. - .. R _- _ + I _ 61 � "(L) / , r -- �- x t101$ X_---�:- � � � _ 12 WHITE X X - N JtR r9522+00 14 23+0012• 24+00 = -20+00 'T' 12'WHITE'21+00 22+00 23+00 24+00 12 -25+OC h 12 _ m WI I--12 W M'STOP' - __ N WB-3 12' 95' 100' 'T' ,z WHITE + 12' M SIGN & STRIPING NOTES = W 'f. .� _- - �-_ l x - V ` N WB_S R/W- 5' t I STOP M 618' N-R 140' 75' $T /W NOTE DESCRIPTION QUANTITY fib' R7-1 Q ER//)W W3-1 N r Rt_3P N N(L) — / Q CALIRANS TRAFFIC STRIPE D,TH NUMBER ORR7-1 N � %� ' AS NOTED 70 BE M15ULLED,iHERMOPIASTIC11,959 LF NSTALL TYPE R'-� - �'1SXG) N PROTECT IN PLACE N(R)ARROW TYPE R I I '� 8 ' � AS INDICATED INSTALL SIG11(S)ON NEW Posr 41 EA r 1 CAMBERN AVE THIRD STREET !THIRD ST ° T "°�`V"�°`ISM (5'TO 4 E^ CITY YARD STA 19+50-STA 24+39.18 i ❑M CALT'�OPRALs�PAVEMENT INK,THIS SHEET. T.G.PER �F' STA 10+00-STA 21+50 ---, TRAFFIC CONTROL SIGNS: CAMBERN AVE RICH TN TacHr LANE DO NOT INtpIG 1`_ `,_ _,v L I LANE MERGE C WAY 4 ( ^ � I ND LEFT RS-to 12' 12' _ x :.._�_.. t: j 'x I Q W9-1 W74(CA) W73A(CA) R5-1 SICK - P R1-1 R28(SxG)ry �. I 520' ` I + 36'SIGN 36"SIGN - 36'SIGN 30" SIGN S ���RRR/w 160' - N Wt-4(L) N R26(SxG) jN R26(s�(G) N W3-1 I } N R26�SxGJ- - -- -- Q o _-- -! 12• M 'STOP' 4' y'n0P � Q SPEED SPEED MwLK _ 8 EAD' C AVEMEN LIMIT LIMIT MUST 10+001 11+00 12+00 N 14+00 15+00 16+00 17+00 18+00 12 -19+00 —� y m ENDS /1 VA ow 9 12' 1 I `� 1 LLJ 12' 13+00 — W W YY6_1 W8-3 R2-1 R2-1 R3-7(R) 12 = W 36" SIGN 36" SIGN 48' SIGN 48' SIGN 30" SIGN J NJ TA -- k i --- - �R) R26(S) x x��x = G LE];ZR26(S)(G) N 9�6o' ALL WAY12') 12 P W9-1' N R26(S)(G) N R2-1(35) 520' N W1- (CA) /W '� R26(S)(G) N $ 160'LANE TAPER I �i' R1-3P 1006-2 W1-4(L) Wl-4(R) R1-1 18 SIGN I 36' SIGN 36" SIGN 36 SIGN 36' SIGN /'\W I i V DEXTER AVE THIRD STREET , NG11 w STA 10+00-STA 19+50 8 M.E • • < > <8> W6-3 R26�S)(CA) 3fi 3-1 36" SIGN $ GRAPHIC SCALE 36' SIGN 12 x18' b 0 20 40 Know whaYs b@IC V. ( EN tact' ) Call before you dig. Aft 1 mch - 40 K- MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY NUMOM: OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. `--_ 30 Executive Park,Suite 100 11QI11Y TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE Irvine,CA 'o,ANNOUg TYPE: FOUND BRASS DISC WITH 10" CONCRETE COLLAR. LOCATION: O - rY'' SOUTHWEST CORNER ER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN t:9492ssoa50 t 9492960479 A SCALEENCY: NGVD 1929 DRAWN: STREET IMPROVEMENT h,, 4eo39 SHEET OF13 2- 13- 20lq ,10 NO AD, CE C46039 DATE *.'.,�,1 t `!* T" 40 BB SI6NINs i ST111MNi PLAN � a REN1aHi41ADr6 RCE f3PJL DATE 'Te OF V% FILE No. CAU�� DATE: CHECKED: CITY ENGINEER Q October 5, 2018 JP 17 :...:...:.......<....:...:.......:.... - _ . =-' - .N. ................. .. .... ...................... - - -- - - . ..._...:. -- --- - - - - : q - - - ----- --: - - : -- ---_-- - : - : - --- -- -- - ---_- ..:...:.... ...:...:...:...:....:....:..:...: ..... h .............................FINIS........ N .SURFACE.... ......... .- ._ -_.......-......_ .........-.... . ................... .......:-..:.-•-- -w....--•- . P flNISFIEG ACE - : . . . .............-------`--- i r OVER ST0R11: - -- - - --- - - - - -- - - -- -- - ---- --- E ..J... -' _ _ : , , . . . . , , ....:.......... .................. ... SURFACE I:I : ...TIFF; $TO$M OTAII . . . . - . - . . . . . . . . . . . . . . - . . ..I;. . . . - . . 1 . . . . - <---- STORM DRAIN . .. -� '�'-�--- -' . . . :. . . . . . . . . . . . . . . . . - . . : : : - ..-...----�--.._... ----- i 1 it i _ ...c.- : : : : : : : : i i i - --- ------- -- - : -: - - - - - ------ - -- - -- - - - -- : : : ,_ . _ ' . . _,...,....' . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . : : : : : : :....: = . . . . . . . � --- 3 I: g . R I .Q5 . . . . . . . . . . . . - . . . . . . . . - . - - I'iT -' N f aS - ....... . . 3 I 1 r - - + . . . . . . : - - . . : + - 3 I S; E N ............................................:.........................:....:... .. .- . ...-- :...:............:................_---..-_...: 1: -I a . -..---- ...i......:... ... ... i...:......:...::....... .. . .1..1..;........ -- '� I . . . _... .. : : . . . . . . . . . �. : : : : . . . 1 i + . . . . . ......_. ......... ....------- . . . . . . . . - - i ... . —...... . . - . . . - . - : ' : 1 . . . . - - . - . . . . . . . . t N N ... ... ... ...................... - ] W .... ....... ................................... I ...... ... ........... -. ................. ............ ..I........... ...... .................... III . r 0 -- -'................................................. :s: _ ) r ll "4 : sE> oNSITE. s=o.00sq — ._:...:...:...:...:....: :..:...:......:.--------:... -1 . . .--... _.....:......: :---:... Rwa POR 9o.7s LP . . . . . . . . . . . Jl : . 1 CONIMTUA1MMl.........,.. 2 1 i i i i i i S. RCP_.............. ._,._,._.... ' � :� II . . . . . . . . . . . . . . . . . . . . . . . . 1. --;.--...- 9-ui}t09 :STORM: . . - . . . . . . -ON511H : :...:....:...:....:....:...:...:......:....:...:.. .. ..-;-- DRAIN •...:...-:-. i. ": . - . : :..- -- - . , . . . . . . . . . . . . . . . . . . . . . . .Y1aI=. . . . . . . . . . . "-1".93 3E�96:-kFC-'-t"'' .2 60 FPS 1r 1 . . . . . . . . . . . . . . . . . . . . ...:...:...:...:....:....:...:.':...:... ...:....:...7. I: ..... . .. ................ - . . . . . . -- Groo= 9. CFS.._• }-�/--:.L-.....baarr. 15.Gf5 _..................................•.....--...,...,...,....---._.:.........,... ...,...:...:.... . . . . . . . . . - INao.=6.19 FPS: yleF0.85 FPS i . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . I -- -" "-" . . . . . . . . ..;.-. . : :....:...... : : :...:._.-...;. : : .-...:. : ' -:.. : : '- : : : '' _.-._- : . .-..;. .......;... L-- ..................... -.. -- - ----- ------ - -- - - ------------ :---------- -- -- -------- -- . ...................................... ................... ................. ...............:....:---,...,........... ...: . - - -- -- 1 , , , 1 50: 1 :9 10+50 20+00 :3t �: - - ...:...I.LINE.. ..:.. : :...:.. .....- : . . . . : . . . . . . . . iN E LINE - R . . . . . - . . . . . . . . . ...:...: .. -"- - .... : ... . �A .. . - 1VI�ER A -- : _ ..........................•...,....---,..... .._.. �---:...:.............. : : : : ......... : : : : : : . . . . . . . . .-' - - : : - : : : : : : : :... - . . . . . . . . . : : : : --.. : : : : : : : : : : : : : : : 1"=2'VERT. I II II Ir , STORM DRAIN NOTES: 111 II I I Ii 0 II �� I LINEwA , 1 I 11 I 1x )' a ® �REMOvE(E)CONCRETE BUt1O1EAD. CONNECT TO(E)24' I �I I II I �W — — —— — — — _- f 3 3 I \ I \y�'/W 31 INSTALL 16 RCP SD;D-L(kD PER PLAN I I II I I I H a I + _ — — - - - ---\�c� - - - - - -I - - ® INSTALL 36'RCP SD:D-LQ1D PER PI1N 1 I� R/111 I I I I N� I 2CROSSING _1 �i Q. .❑ L \ LINE DATA X - X --X _ j - CONSTRUCT CATCH BASH NO 1 PER RCFCMICD STD DWG I I 11 I I ❑ LINE No. BEARING DISTANCE _______________ _ ________ ____�_------- - ® N0.CB700,W=14' I I I I I� a I 8 WA 99q _ L7 Na3'ao'2e"E D.9e' (1304.00)FG ------- -- ® CONNECT TO(E)MAMOLE STUB CFI�MN)��IS� 3 .3 Q• ❑• U I _ - n tlJ II _ L2 s76.1B'33"E zs.6e' — INSTALL 24'RCP SD;D-LOAD PER PUJI I I U ' `�T�� Q I C —� -Y-- _------_— ® rsEE _ L3 N1'13'52"W 1.83' — --------------- _ _ - CMJTION:UTILTTY CROSSINGIII I FOR I K,11 I I .. NI �'� L4 566'4s'oe'w 2.39' — - - - _ ® MUST FMVE 1 FT MIN.rE.RTM�L CLEMANCE I -� I 1S S I I W=7• E)STORM DRNN PER SEPARATE CONSTRUCT CATCH BASIN NO. 1 PER RCFCAII'CD STD. DWG. I - I CROSSIN1& GIoD-1.1S CFS �' O L5 Sa6'17'09'E 16.53' �•{- RCFC&WCD THIRD STREET ® I d D4f3-EIS�*2, �I is I k' .�11� CFIEINEL SUGE 2 PLANS N0.C8100,W=7' � 14' 2 CAS�`�'.�y^' 1 Noo=0.65 FPS . Kl, T.�I tFS I I II �I I ./ 12" 12"W----- '2"W 2"W 12"W--- 12"W -- 12"W 12'W— SYSTEM OR CLEAN FULL CAPTURE FlLTER WfTH TROUGH . . ® SYSTEM OR APPROVED EOUAL A .9 FPS < .39 (�• Q CYRVE DATA C1 • 12 WA @ CONSTRUCT LOCAL DEPRESSION PER RCFChWCD STD. DWG. I 1 1 I I I L I G CURVE No. DELTA LENGTH RADIUS CROSSING NO.LD201 i I c1 60-01-00. za.o9' z3.00' _ 9 L __ __ __ __ ® INSTALL CATCH BASIN MARKER PER DETAIL ON SHEET 7 / I I I I FI 19 .5.51LME o3 I ; __________-_ I Y{ Z c2 44'S6'43" 8.04' 23.00' TIEifl I 4 `•4-M I } 10+50.75 1 1 � S IWE I I� - _ : I I I I � � .� — GRAPHIC SCALE / // / I 3r 'I — / (� 20 0 10 20 .- - �LLIII ' -// // / 11 aa0 i pI 1 1 1 N " ---- - ------- II ur reef W=14' - - - - - - - - - - 1 inch = 20)ft _��� I I I I - 0 V I -I �; ( g.) j-.. . , : C, I - i �Lm=]6SES— — Nao=2.60 FPS I I I I I I I I I `:� "I - . I .r, I 5 LINE A GRAPHIo SCADLE 20 LINE C (LEFT) LINE C (RIGHT) INNOTTTO MAP KMnow harsaeloW, CAMBERN AYE , inM o)ft THIRD ST THIRD ST � Call before you dig. UAb A V 'i/11 /17 &qq THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DESIGNATION /3433 AGENCY: RIVERSIDE COUNTY DR MW NUMBER: I MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 ExecuOve Park,SuRe 100 POY1Y TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE 11 ,s �r Irvine,CA 92614 'o�,,H NOUglIf �Q SSOOUTHWEST ORNERRCENTRAL N E ANDOCAMBERNCAVENUE L(DOWN N. ���,YYYY1 t:949 296 0450 f.949 296 0479 Q 1.0').AGENCY: NGVD 1929 �• '�°'° A SCALE: DRAWN: STREET IMPROVEMENT 3/18/19 E>, 1 31 zo * BB SHEET 11 OF13 �1-�9-/I JO N N RZAD, RCr o C45039 DATE �� STONM DRAIN rWl JC rIIOFIIE FILE No. n RE ON HABIB RCE 83156 DATE �rF 1y% (�� DATE: CHECKED: ACTING CITY ENGINEER of CAV October 29, 2018 JP � ' W EROSION CONTROL NOTES SWPPP UPDATES AND AMENDMENTS 'A SEB $ R _1__ FILLED HALL BE PLACED ON THE PLANS: THE GC MUST UPROGRESS OF THE SWPPP, INCLUDING THE JOBSiTE BINDER AND SITE MAPS, TO kli SE8 -- THE FOLLOW EROSSION CONTROL AND NPDES NOTES AS WORDED WITH BLANKS A IN, S SE7 REFLECT THE M 1. ALL EROSION CONTROL PLANS&HALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529.772, 1237, 1004. PROJECT UPDATES SFW1 BE MADE DAILY TO TRACK PROGRESS ANY OF THE CONSTRUCTION SITE BEST WtIAGEMENT PRACTICES(BMP'S),AND STANDARDS OLITUNED WITHIN THE LAKE EI_qNORE DEIGN MAINUAL OLLOWING ACTIVITT S OC BM NSTALLATION MWFrATIM OR REMCV�L. 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. F E CUR: P I 3. IN CASE OF EMERGENCY,CALL (RESPONSIBLE PERSON)AT INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMAiNENT CONSTRUCTION ACTIVITIES CEC., PAVING. STORM SEWER INSTALLATION. FOOTING INSTALL 100' (24-HOUR PHONE NUMBER). STABILIZATION. MIN.2'AC ON 11 III .... 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED STORMINATER OUTFLOW CF SF p L OFFSFTIE SPORWRIATER FLOWS INTO THE COMPACTED SWPPP DEVELOPER,CITY ENGINEER,OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATM. IMPORTANT: SE8 75'SO IN QAWM AleAIE AHo 3113 SUBGRADE INSTALL I I ONSITE LIMIT OF DISTURBANCE, r' _ ( 5. A1RF/S TEAT ARE CLEARED ANIO GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE TEAT 5 NECESSARY FOR 7HE GENERIC CONTRACTOR MUST SUBMR A REQUEST FOR INFIXRAATION (RWl)TO TFE CEC STREET. ONSIM STOAhWTM FLOWS 6®4 GATE CONSTRUCTION ftfflut AMU SILT CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOILOWNIG: FENCE: THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. WID OrHM THE DOMWIG V _E.LOD Im DEKU AIAM OR THE PROPOSED 6. ONCE DISTURBED,GRADED SLOPES EXCEEDW A 3:1 RATIO MD/OR TEN(10)FEET N HEIGHT(TEMPORARY OR PERMANENT)SHALL I MODIFYING EROSION OR SEDIMENT CONTROL EIMPS (SUBETTRITIONS ARE TYPICALLY ALONG ABUTTING N STREETS kW A DEMARCATION SO IN 3RD STREET. BOTH STUffid BE STABKJZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID I I ( OF THE BOUNDARY BETWEEN ON MANS OUTLET APPRODINATELY 1.5 MILES u AND OFF-SITE SEE ONSITE- HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL sounfom wm LAKE ELS1NW 11 REASON!THE SPECIFIED EIMP WILL NOT WORN() mowc wAmts.Loak FLOW DISTURBANCE AND WI 7-DAYS OF COMPLETION. EROSION CONTROL PLANS FOR 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; SEE ONSITE ER�" 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING OR REOLILATED Of RIVERSIDE O"N CONTINUATION. I (P) DAY. 4.PERFDRMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SO". CONTROL PLAN FOR 1MODIFYING THE SWPPP IMPLEMENTATION SEQUENCIE, ONW SEDWW MSM FOR ROE: TW WEST SIDE OF THE CONSTRUCTION BU 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. % tit PROPERTY OUIR-OW TO THE ENTRANCE,t. ILDING o F THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL EIMPS, WITHOUT CEC APPROVAL, IN AN SOUrHWW SIDE OF THE COORDINATION. EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. PROPERTY THE OU`rFLDW HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO AIC THE OMER NAIVE M54DIE STAGING AREA LOCATION- PLAN)>_ 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR, SIX(6) OffM TK MW STREET SO L PRIOR TO DSOVAGIE INTO LAKE AVA AS INDICATED SEE ONSITE EROSION HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE PLAINS.DESIGN AND SPECIFIC RECOMMENDATIONS SKALL BE SUBMM DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE ON SICET V"OF THE ONSITE CONTROL PLAN FOR FOR THE FOLLOM REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE ELSINORE. CDMPUAJNCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. BE"OONTRDL PLANS,WILL BE USED STAGING AREA -VOLUME BASED ON GRNMff AND NATURE OF SOILS. FOR BOTH OAISITE ME WFSITE STAGING. COORDINATION. A)DESALTING BligN MEASURES ONSrrE SEDIMENT B%SIIS FOR THE CONMTIOR SHALL MODIFY AND/OR B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE THE EAS7 SIDE OF THE FFEk.=0rATE THE AREA AS NEEDED PROPOITY OUTFLOW TO THE TO ADD ADDEI" SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWNGS THAT C)SIZE OF DESALTING at"OUTLET PIPE AND OVERFLOW. OF THE TO oOmPLY WITH LOGAL,STATE,W D)On REQuRE*9m.%m mmmum WALL WIDTH,SLOPE OF WALLS,PERCENT comi ETC. HAVE THE CEC NAME IN PRINT,ARE STAMPED, SIGNED, DATED,AND ARE ACCOMPANIED BY FEDIDK REIINIFIEWIDITS All, ! 2 LS PROPIERTY THE OUTFLOW II III II E)CUTLET CONDITIONS FROM THE DESALTING BASIN SHALL NOT EXCEED W09REAN UMITTATOIS,WITH THE EXCEPTION OF WRITTEN COPY OF THE ASSOCIATED RIFT AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS FRIERS THE 31110 STREL7 MS4 PRIOR TO DISCHARGE INTO LAKE O MM C VERFI.OW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MA"UM DESIGN FLOW. MUST BE SIGNED AND STAMPED BY THE_CEC OF RECORD FOR THE PROJECT. I-t 1 12. NECESWY WMIALS%*J.BE AVAIL�aE MTE AND AT CONVEMENT LOCATIONS TO FACILITATE RAM CONSTRUC710N OF �j TEIPMNRY DEii=OR TO REPAIR ANY MWED EROSION CONTROL MEASURES WMEN A WS CHANCE OR OUTER OF RAIN nnn Jp. WITHIN A 48 HOUR POW IS FORECAST FOR LAKE ELSIINCRE BY THE NATIOW QCEqWC NO ATMOSPHERIC AGENCY(ROM). m-off REFERM Win BLIMPSSIM FOR 13. BAPS%U BE WARMED AV INSPECTED OPLY TO WMMZE AND/OR PREVENT THE ENTWOM OF SIX 14 WJOT FROM ONLY. SEE SEPARATE QNSITE I FOOTPRINT DISTURBED SOIL ARMS ON CMTRUCTCIN 90. ALL RDVW�PROTECTIVE ERMON CONTROL DIEVIM SHOWN SHALL BE IN ERQSICIN CONTROL PLAIN SHEETS ES-1 RACE AT THE END OF EACH WORIM PAY WHEN THE FDA(4)DAY RAIN PROBABILITY FORECAST HEEDS FORTY PERCENT(40X), THROUGH ES-8 FOR MORE V!Hi 14. AFTER A RAINSTOU.ALL PROJECT GEIUATED SILT AND DEBRIS SHALL BE WOOED FROM CHECK SOW, MITI:PUBLIC DRAINS INFORIWATI I J N AND"ES, DRAINS AND PIPES OF A%XENT PROPERTO NO DESALTING BASINS AND THE BONS PUMPED DRY.ANY GRADED SLOPE BIMPS DAMAGED DURK A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE ONSITE LIMIT OF DSTURBANM SEB ni 01 SE8 MY RESULT IN PENALTIES. CONSTRUCTION FENCE AND SILT EROSION NOTES & LEGEND FINCIE- LOD ALONG ABUTTING 15. Dr.CKARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 1 16. CONSIRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO STREETS ALSO A DEMARCATION STE FEATURES OF THE BOUNDARY BETWEEN ON PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAYED SIR ERE TRACKING IS OBSERVED.K EETS WHERE 1.7 VACUUM SWEEPERS SHILL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. (???) AND OFF-SITE.SEE ONSITE J EXISTING FLOW ARROWS EROSION CONTROL PLANS FOR SEB _j j NPDES/STORM WATER POLLUTION NOTES PROPOSED FLOW ARROWS CONTINUATION. 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION POW,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALM SWPPP PRACTITIONER(QSP)AND QUALIFIED SWPPP DEVELOPER(QSO)IMPLEMENT AND MAINIAIN THE PROPOSED UMfT$OF DISTURBANCE, LIMIT OF SWIPPP-APPROYED,PRE-QIJAUFIED EIMPS FROM THE CAUFORNIA STORM WATER Q(JALTY ASSOCIATION(CASQok)HANDBOOK CONSTRUCTION FENCE AND SILT FENCE. (NOTE--CONSTRUCTION FENCING SHALL BE OF� -i ­\1 UM[T OF SE8 F1 T 1 17 11 WEEISME FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE DISTURBANCE CE f Ir DISTURBANI MOT A FMF MkVIdUM EXTENT PRACTICABLE DURING MY PH0iSE OF CONSTRUCTION OPERATIONS. FOR ALL OTHER PROJECTS.THE PROPERTY INSTALLED WITHIN THE PROPOSED ONSITE UMTTS 11 NOT A PART kv_ OF DISTURBANCE SILT FENCING SHALL BE NOT'A PART ✓ OWNER IS RESPONSIBLE FOR ENSURING THAT EIMPS FOR CONSTRUCTION ARE IMPLENIENTED TO RETAIN SEDIMENTS AND POLLUTANTS Y/ INSTALLED INSIDE OF THE CONSTRUCTION FENCE. SEE ONSITE PLANS. THOSE SHOW ON THIS PLAN AS WELL AS ANY ADDITIONAL OMION CONTROL MEASURES DICTATED BY FIELD CONDI TO t Of CONCERN FROM ARM DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE THE ERO"CONTROL MEASURES INCLUDE PREVENT ERO"AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR MID ADJACENT I It, PROPERTIES DURK ANY PHASE OF CONSTRUCTION. EXISTING CONTOUR ELEVATIONS j �I X ' , 2 FOR PROJECTS THAT REQUIRE COVENIIAGE UNDERUNDERTHE GENERAL CONSTRUCTION PERMIT,THE STORM WATER POLLUTION PREVEN"EIM PLAN(SWPPP)SHALL BE KEPT ONSITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER PROPOSED CONTOUR ELEVATIONS ZT- ­'N QUALITY CONTROL MAIM(RWQCB)SANTA ANA REGION AND/OR THE CITY OF LAKE RSINDRE x L - _/. ; I -I •\ 3 CONSTRUCTION SITES SHALL( BE MAINTAINED IN SUCH A CONDITION IFAT AN ARTKIPATED STORM DOES NOT CARRY WASTES OR PROPOSED BUILDING OUTLINE POLLUTANTS OFF THE STE DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN kDMDU0L NPDES POW UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITEDTO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS, INLET TO BE PROTECTED SE&ANTS,SOLVENTS,DE�PERGWTS.GLUES, LIME PESTICIDES, HERBICIDES,FERnUZERS,WOOD PRESERVATIVES,AND ASBESTOS IN /Te f FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS; FUELS,OILS LUBRICANITS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS; A 9WON DETAILS CONCRETE AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR t 7 CHEMICAL DEGREASING;WASTES FROMSTREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL.OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY TEMPORARY CONSTRUCTION ENTRANI AREA OnTE FrnCALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH rjCE<�D SEE DETAIL ON SHEET 13. • LOCAL,STATE AND FEDEFAL REQUIREMEN"ES. ------- 5. RUNOFF FROM EQUIPMENT NO VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO STREET SWEEPING AND VACUUMING. if RECEIVING WATERS OR THE LOCAL STORM DRAW SYSTEM. PER ONSITE PLANS. zR1 p 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE WLEMENRIED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WAND OR RUNOFF. GRAVEL BAG BARRIER/J-HOOK CONFIGURATION. j :z 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK,PORTABLE TOILETS,LIQUIDS,GELS AND PONDERS SEE DETAIL ON SHEET 13. SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE PUBLIC STORM WATER CONVEYANCE SYSTEMS, Lw�9`$AN\� SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-UNES. FENCE.B. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE TEMPORARY SILT E. DEKMR LINERS TO CONTAIN DISCHIMM. SEE DETAIL ON SHEET 3. 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEALCOATS AND ONLY WHEN ALL -------------- PERTINENT DAMAGE INLETS ARE PROTECTED. LUT OF X 10. ALL CONSTRUCTON CONTACTORS M40 SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BAPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE NO MY ASSOCIATED CONSTRUCTION STAGING AREAS. r 11. CXSCK%9GM CONTAMINATED GROUNDWATER PRODUCED BY DENATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.DISCHARGING NONCOKTAMWTEDGROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY A REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)POW FROM THE REGIONAL WATER DUALITY CONTROL Lil 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WM40UT PERMANENT DOWN DRAINS INSTALUED. EROSION AND A, BOARD. f I ANY 4, SEDIMENT CONTROLS INCLUDING WffENAdNCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMAf*NT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN RACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF 4", 7_1 OCCUPANCY E95 1 13. VEGETATION CLEARING AND BRUSHING ACITATIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT X1t ADEQUATELY PROTECTED WITH DESILTING BASMS OR OTHER TEMPORAW DRAINAGE OR CONTROL MEASURES. 14, STOCKPIUES OF SOIL SHALL BE PROPERLY SECURED WITH 9MPS TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE F00UT1ES OR ADJACENT PROPERTIES. t; 15. STOCKPI1_ES OF SOIL SEAL BE PROPERLY CONTAINED TO EUMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, Ts.m. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF.VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAN. DESIGNATION 3433 p X 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT,SPECIAL ATTENTION SHALL BE GM24 TO N PREPARATION AND INSTALiATIDN OF THE PAN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS AGENCY: RIVERSIDE COUNTY TRANSPORTATION COMMISSION MANDATED BY THE SANTA ANA,REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. NOTE TO GENERAL CONTRACTOR: 17. AT THE END OF EACH DAY OF CONSTRUCTIONX7MTY,ALL CONSTRUCTION DESKS MIND WASTE MATERIALS SHALL BE COLLECTEDELEVATION: 1316.96 FEET u AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS. PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND DEVELOPER/ONNER 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION NnENT)ON ELIMINATION SYSTEM(WOE)PERMIT TO REGULATE MUNICIPAL AND MONUMENT TYPE--FOUND 2'BRASS DISC WITH to'CONCRETE MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, WAL-M0JRT STORES,INC. GRAPHIC SCALE INDUSTRIAL STORM WATER DISCHARGES. COLLAR TO BE PROTECTED SUCH AS, NATURAL BUFFERS, TREES, 80 o 4o 80 NPDES WDID WDID ISSUED: 2001 SE IOTH STREET ILLE.AR T 19. THE UNDERSIGNED COAL ENGINEER A QUALIFIED QSP AND/OR OSO WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC BENTONVHAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. PROPERTIES, ETC.). 72716-5570 AVENUE(DOWN 1.0') 479-204-1195 IN Fm SITE OPERATOR/GENERAL CONTRACTOR: I inch - 80 ft. (-RE) NO.) (EXP)(DATE) DATUM:NGVD 1929 ALERT TO CONTRACTOR: ALL WN GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLET AREA TO BE KEPT ME OF JOB TRAILERS AND STORAGE AM THE�7 SUPERINTENDENT: 0 OR R T MILESTONE DATE FOR THE OUTLET.AM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTILOT CONTRACTOR To T� Know what's below. AND 17E SPECIFIC TIMES 47B MILESTONE DATE.PURCHASER OF OUTLET TO PROVIDE PERMIT DOCUME AND SWPPP 'L t Call before you dig. xoumTCSTA��L REQUIREMENTS FOR SPECIFIC OUT-OT. IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND Uo'b 6V q11111? ANY NEW PLAN SHEETS ISSUED BY THE CEC. THESE PLANS HAVE BEEN REMEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DESIGNATION #3433 AGENCY: RIVERSIDE COUNTY -SER AR� TRANSPORTATION COMMISSION. ELEVATION: 1316.96 FEET. MONUMENT CITY OF LAKE ELSINORE MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAYBE ISSUED. 30 Executive Park,Suite 100 SOD,? I TYPE: FOUND 2"BRASS DISC VATH 10'CONCRETE COLLAR. LOCATION: nharn"r W Irvine,CA 92614 -y SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN Imul ml U1 t:949 296 0450 f 949 296 G479 1.0),AGENCY: NGVD 1929 12 - SCALE: DRAWN: STREET IMPROVEMENT SHEET 12 OF1 3 3/18/19 • 12/31/20 • AS NOTED BB ARN�NRZAD, RI�o. 146039 DATE Dr OFFSITE EROSION CONTROL PUN FILE No. REMON HABIB RCE 83156 DATE OF C DATE: CHECKED: C ACTING CITY ENGINEER January 21. 2019 jp 1- 1'3-L-' TS TABLE 1 Temporary Slit Fence Material Property Requirements A7TACI THE SILT FENCE FABRIC AND OR SAS pl MAX.C_ WHEN NECESSARY TO CAVANUE FENCE, LOC C OVERLAP S/LT FENCE FABRIC AND NOLEN OR mom NOLEN OR MELDED MIRE FENCE TO AL REQUIRE O B 5' MELDED WERE FENCE ACROSS TWO POSTS 1. PROVIDE SEDIMENT BASIN ON DOWN GRADIENT SIDE(OR BOTH Supported' UnaupDorteC Type of �,OTHER FASTENERS SEE N07F 2J A(TYP) MEATS FARRIC OVERLAP POSTS 2. FLUSH AND SOB)AS REQU RED.SURFACE STONE TOWARD SEDIMENT BASIN WITH HIGH / ASSOCIATED WHEEL WASH AREAS IS TO ELIMINOTE TO GC THE GOAL OF A CONSTRUCTION NATE TRACKOUT. Test Method Unite Silt Fence Slit Fence Value S. SIMPLY CONTINUAL STREG 1SWE ING 6 NOT A DESNr14TAB OR om aewNlN Am D zau N Ibs A MAX. VOL111E WATER fLOW AS NEEDED TO M/HTNN CLFAI ( 7 SILT FENCE FABRIC C_ WHILE STREET SWEEPING IS NOT AN LE PRAM PR/CTICE. OVER HIRE FENCE GOAL REWIA SURFACE STONE. WHILE STREET SOUND M V AN AMOUNTS OF INE SEDIMENT. FOR uaAM OlacNon zoo eeo uuty (7YP,BENTS 3. SEGMENT BASIN SHAH SL LOCATED OUTSIDE OF 7K OBSERVABLE DUST AND OUT FROM /MOUNTS JE FINE SHOULD TINT, (w) Rao) 7 ) 4B"MWV.57EEE POSTS(60"ANN.ON RIGHT-OF AY AND AT A SDCnO SETBACK DISTANCE AS OBSI:RJABLE TRACK OUT FROM TENS PROJECT SNOIAD TPoIXER �SLLRES JR IV OR GREATER),ORIIEN REQUIRED PER LOCAL�URSgCTIOM. � THE USE OF ADDITIONAL MEASURES(WHEEL WASH),CONSIDERATION z-M.nMa DH«L zao zeo MARv SET FENCE FABRIC TO BE FASTENED ARM.20"AVTO GROI✓ND(MIN.30"OV 4. SEE SWPPP SITE MAPS FOR LOCATION OF SEDIMENT BkWS). OF ALTERNATE EXITS.OR DISCONTINUING VEHICLE TRAFFIC UNIT. 0o) Rao) 5. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, CONDITIONS OMSITE HAVE IMPROVED. TRACK OUT 5 A SEGMENT SECURELY 70 IVOWN CP MELDED E,R- SCORES.Y/,fV OR GREATER. I JERSEY BARRIERS,OR BOTH ALONG THE STIES OF THE re,,,xTmLy AaIM o ua1 ,..-I o.os o.os MAIN FENCE N/TH THREE DIES CENTER TALLY - CONSTRUCTION EXf'C PREVENT CONSTRUCTION TRAFFIC 9REEI SWICT VIA THE ONLIN ALL ECRITICAL SESWCI MUST BE REPRTPOR1ED TO THE SPACED AT 30"Nav CENTER(T)P.) - FROM SHORT CIRCUI'HG/BYPASSWD THE EXIT. T' NOLEN OR NEEDED MIRE FENCE AIRae,L 00,nM9 ald AS14 D 4)el fps SI...D � ) �0 m.ARW COMPACTED BACKFILL fr - AD„LST POST SPACING SUCH THAT A V£RDCAL MORE IS AT POST ulM.<MN.L s<mNnr ASTM o 43ss RHaY„J S o n;� 5pp M1 TRiod / /, ,e�.ramc•'�Aw'r,ner co,.,rr,r r,9',a,afw.Mv.wr,m,a1 ca-xs or rw mm!Ar.J a p./ae./c,rW adyn�ma er,N,md.,r I ',I i I ! `�`� // g� �F 1 `�iwn�.,ttee rc�� ��iFe WhrN�ruM1 h wxwCann�nM�I�.rr WMOO D 3111 ahaub D,Pa/amM DY rM oq�cY ro i II' I: I I. t � / - �V 5V1<9 / •J� E' I � i � 7 cA,m,vWwee�Qan.,A„ wwr ra WeMeD 4F.Az ! ICI, i r /N ._ei -,;�' �4. - T:14E r-r c sroNE SPECIFICATIONS FOR SILT FENCE INSTALLATION SECURELY FASTEN OLERLAPPNC ENDS F °� „I POSTS- SIM T av U TYPE OVERFLOW WEIR FENCE.' MOLEN OR MELDED MARE, I 1 SILT FENCE FABRIC 70 ADJACENT STAKES _ /{GA.,6�'6"MAX.A/ESH I 1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 64B2 LATEST EDITION. METH THREE MIRE DES OR OTHER FASTENERS _ 2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED UPHILL TO PROVIDE ELEVATION O EN/NG ' EIFnCIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. ' 3. ATTACH THE GEOTE%TINE OR FABBIC TO THE WOVEN OR WELDED WIRE FENCE WITH THREE wIRE TIES OR OTHER ASPHALT �SEDIpIT FASTENERS(HORIZONTALLY SPACED EVERY 30E),ALL SPACED WITHIN ME TOP B'OF THE FABRIC. ATTACH EACH TIE NOLEN OR MELDED HIRE FENCE PAVEMENT 6A9N� DIAGONALLY 45 DEGREES THROUGH THE FABRIC,WITH EACH PUNCTURE AT LEAST 1'VERTICALLY APART. AT EACH WZY SILT FENCE FABRIC COVER WOVEN DIP MELDED N7RE FENCE .CSH POST,ATTACH THE GEOTDOILE OR FABRIC MU THE WOVEN OR WELDED WIRE FENCE TO ME POST AS PREVIOUSLY WOV SILT FENCE FABRIC COMER MINI M J70 GEOIEXTILE STATED. IN ADDITION,EACH TIE PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE YAIEN Nt7Q0EN SLAT REO TO STAKE FABRIC FOR SEPARATION TIGHTENED TO PREVENT SILT G. IN TWO ADD/DONAL 77ES AT 77E BACKS(TIP.) n 77C BACKS(TYP.J SEE SITE MAP FOR 4. WHEN TWO SECTIONS AS SILT FEND:FABRIC ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED A MINIMUM O 80" COMPACTED SUBGRADE.COMPACT TO 95% SEE SITE LOCATION AND ACROSS TWO POSTS,L I SHOWN. INSIDE CORNERS OVLY MAXIMUM DRY DENSITY GRADING. 5. ALL ELT FENCE SMALL INCLUDE WIRE SUPPORT UNLESS TIE STATIC SLICING EQUIPMENT IS UTILIZED TO INSTALL THE Z MIRAFY HP MAXIM G DRY DE FABRIC FOR ,d SEE GRADING. SPECIFICATION FENCE PER DETAIL,'SILT FENCE INSTALLATION(SLIDING POSTS A _ Z e. WRAP CTAPPROXIMATELY IMMEDIATELY E OF FABRIC AROUND THE END POSTS AND SECURE WM 3 TES. DRAINAGE AND FILTRATION FOR DIMENSIONS 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE ELT FENCE FABRIC TUTU THE FRONT VIER OF THE TRACTOR,SKID FINISHED GRADE STEER,OR ROLLER EXERTING TO AT LEAST 80 POUNDS PER 50.INCH.COMPACT TIME UPSTREAM SIDE FIRST,COMPACT COMPACTED EACH SIDE TWICE FOR A TOTAL O FOUR TRIPS COMPACTED 6E CRUSHED STONE RISE & ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPUCABLE AGENCY REOUREMENTS. FINISHED GRADE BACKRILL 6"X 6"7RENCH BACIOFILL 6"X 6"7RENGY/ FLOW EXTEND NOLEN OR MELDED \= EXPO NVIEV OR 12•MIN.DEPTH 3'6'CLEAN STONE i HIRE A MIN.OF 6"INTO TRENCH WELDED WE A A4V OF I. SILT FENCES SHALL BE INSPECTED ALONG ITS L��f_ / UNDISTURBED -� 66"IN710 ZRIENN� EN _1_ ', 9 ENTIRETY AND MUST BE CLEANED WHEN SEDIMENT HAS ACCUMULATED TO ONE-THIRD TIE HEI T OF UNDISTURBED �y, GROUND n AN THE SILT FENCE. MAINTENANCE C EANOUT MUST -' BE CONDUCTED REGULARLY TO PREVENT GROUND '.P',; 7' ACCUMULATED SEDIMENTS FROM REACHING y - �:, /. 100' MINIMUM 100' MIN. ON-THIRD THE HBGHT OF ME SILT FENCE. - EMBEDDED MLT FENCE FABRIC AAN. 2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE " 6"INTO GROUND W 6"LAID ALONG SHALL BE STOCKPILED ON AN UPLAND PORTION OF - EMBEDDED SILT FENCE FABRIC 20' 20' THE SITE F SUITABLE FOR REUSE O -". BOT70I/OF TRENCH.SOIL SLIDNG 3, SPECIAL ATTENTION SHOULD BE PAID TO ENSURE h /N ACCORDANCE W7H ASAM D 6462 ,� +'�i MIN. 6"INTO GYIOUNO W/6" THAT NO UNDERMINING O"SILT FENCE HAS SILT FENCE rkr. 62.2/S ALSO ACCEPTABLE. LAND ALONG BOTTOM Qc OCCURRED AND TINAT NO BYPASS IS OCCURRING AT SLT THE WR A�CCCWDANCE SOIL�ASIIA/D VMUES JOINING SECTIONS. ( E SECTION DRAINAGE A LERAGE yVIE� w. 4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY FENCE BACK OP LENGTH AREA SLOPE OF ,^� 6E62 8.2.2/S ALSO - SECTION OF ELT FENCE,ME CONTRACTOR SHOULD SECDOV SYNCED) (FT) (ACRES) AREA A-A-SECTION RE BACK ACCEPTABLE. _ _ - - IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION SECTION 1 57EEE PQ57 A-A-SECTION EI1GE OF per " COMPACTED Sl1B(XtADE.COMPACT TO 95S MEASURES OR ADDITIONAL MRS(PENDING CEC TOE MIN.-2E 3• APPROVAL)TO PREVENT EXCESSIVE BUILDUP ION SECTION 2 (FOR SLOPES LESS THAN 3:1) (FOR SLOPES 3:1 AND GREATER) PAADMENT ASPHALT �MIRAFY HP GEOTXTIIE F7AI1RIO FOR wRAFT NP 170 CEO7EX11LE WXWNNI DR/DENSITY 5. SILT FENCES SHALL BE REPAIRED TO THEIR FENCE PAVEMENT CLEAN STONE DRAINAGE AND FLTRATIC STONEBASE FABRIC FOR SEPARATION ORIGNAL COMMONS IF DAMAGED. gAT PERFORMANCE STANDARDS: �.l FENCE FABRIC 1.ILL SINE ACCESS"BE CONFINED TO THE COISTMK:TKAI DIT(S). BOOM TO PREVENT USE OF ANY LOCATIONS OTHER THAN ME CONSTRUCTION EXIT(S)WHERE VEWLES OR EQUIPMENT MAY ACCESS INSIDE CORNER - PLAN VIEW THE SITE 2.CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING,JERSEY BARTERS,OR BIOTIN ALONG THE SIDES OF THE CONSTRUCTKON EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SNORT SECTION A-A GIRG7mNG/BIPASSMNG ME OBIT. 3.PROVIDE SEDWENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED.SEDIMENT TRIP SCULL BE LOCATED OUTSIDE OF THE RIONT-OF-WAY AND AT A MMYW SETBACK DSII/DE AS SF SILT FENCE DETAIL IREQUIRED A PER F VEHICLES JURISDICTION.SAVE �opE 'w 4.T THE ACTION AC ING OF RT,DUST OVER THE GRAVEL S CONSTRUCTION W E WASHED B F NOT SUFFICIENT TO PREVENT TRICKING OF CART,OUST OR MUD,THEN TIES MIST BE WASIEO BEFORE 11E VEHICLES NO SCALE EXISTING ENTER A PUBLIC ROAD. ALL WASH WATER MUSE BE ROUTED TO A SEDIMENT TRIP OR OTHER GRADE _ 2( ) STONE CLEW TREATMENT AREA AND SHAL NOT BE DIRECTLY D6OYAGED OFF-SITE. STONE 5.LOCATIONS WHERE VEHICLES ENTER AND EXT THE SITE MUST BE INSPECTED FOR EVIDENCE O 2 MAX) w SEDIMENT TRACKING BEYOND THE PERMITTED PROTECT IRFA ALL MATERIALS SPIED,DROPPED, - r SEDIMENT t� WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE RENNED TIN bi IMMEDIATELY. 6'CRUSHED STONE BASE 6.ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY(MID WTNN THE SAME MIRATY HP 370 GEOTDaILE FABRIC FOR DRAINAGE AND FILTRATION DAY AS DSCOVERY)AND DISPOSED OF IN AN APPROPRIATE WINNER. SEDIMENT SHALL NJ BE SWPPP UPDATES AND AMENDMENTS n MR MIN.G zE-3E CLEW STONE WASHED SHALL LL BE SEWER ED IN A. MIRAFl NP 370 6'EOIIXRE FABRIC FOR SEPARATION 7. fXIT(5)SCULL BE 1/1I/MWEO IN A CONDITION WINCH WELL PREVENT 11AO(NIG OR ROW OF MUD COMPACTED SUBGR/DE.COMPACT TO 95% BEYOND THE EXF(S). THIS MAY REWIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXIT(S)AS THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSRE BINDER AND SITE AMPS,TO REFLECT THE MAXIMUM DRY DENSITY B COMDmONS DEN" CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN TINE SURFACE BECOMES SMOOTH AM PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SECTION B-B SU RFACE VgoS ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIE THAT SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMIG VOIDS BELOW THE SURFACE BECOME FILLED AND THE CONSTRUCTION DOT IS NO LONGER EFFECTIVE. AT SUCH A TIME THE CONTRACTOR SHALL REMOVE THE WIEFFECIWE STONE AND ADLACE PER DETAIL INSTALLATION MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING. STORM SEWER 9.IF FIT BMP IS STILL INEFFECTIVE,GC MUST CONTACT THE ENGINEER AND SUBMIT AN In AS INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING. OR TOMIGORARY OR NECESSARY. RMANAST suERIu2AtION.IMPORT CE CONSTRUCTION ENTRANCE/EXIT THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)TO THE DEC AND OBTAIN NO SCALE WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS(UBSTTTUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BAIR WILL NOT WORK) cD 2.ADDING/DLIETING EROSION OR SEDMIEM CONTROL BAPS; z 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE;OR s i 6 o 4.PERFORWNG ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. o � THE COMPACTOR MAY MODIFY OR ADD ADDITIONAL BMIPS, WITHOUT DEC APPROVAL, IN AN DMERGE V SrTUAT10N TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALM; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS.THE CONTRACTOR IS ULTIMATELY �� RIL QESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER J15 :r,NT.FTIT _r , AMENDING THE SWPPP DOES NOT MEAN THAT T HAS TO BE REPRINTED. T 6 ACCEPTABLE TO ADD GRAVEL BAGS ADDENDA, SKETCHES. NEW SECTIONS, DETAILS,AND/OR REVISED DRAWENIGS THAT NAVE THE DEC NAME ONTO , IN PRINT,ARE STAMPED,SD,DATED,AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RR AND ITS RESPONSE FROM DEC.ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. ALERT TO CONTRACTOR: RUNOFF 3 FT(0.9 M)MIN. s ALL WM GENERA-CONTRACTOR WORK TO BE COMPLETED(EWTHWORK,FINAL UTILITIES,AND FINAL GRADING) �-� r W BY THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE GAP BETWEEN NOTE TO GENERAL CONTRACTOR: CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE BAGS THREE LAYERS OF GRAVEL HAGS 1111 PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS MO SWPPP REQUIRED BY STATE/LOCAL ACTS AS WITH ENDS OVERLAPPED i PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE REQUIREMENTS FOR SPECIFIC QUiLOT. SPILLWAY liDff: DEVELOPER/OWNER SITE OPERATOR/GENERAL CONTRACTOR: C • AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN EROSION CONTROL DUALS WAL-MART STOP INC �9 THE FIELD, TO BE PROTECTED (SUCH AS, NATURAL SHOWN ON THIS SHEET ARE 2DO1 9E 10TH STREET BUFFERS, TREES, HABITATS OF ENDANGERED/ NOTE: REFERENCE CASOA CALIFORNIA STORMWATER BMP WALMAM STANDARD DETAILS BENTONVILLE,AR SUPERINTENDENT- THREATENED q SPECIES, HISTORIC PROPERTIES, ETC.). HANDBOOK FOR ADDITIONAL DETAILS/SPECIFICATIONS. UNLESS OTHERWISE NOS' 72716-5570 S Know what's below. 479-204-1195 Call before you dig. �Cd DV H /tt /!1 SE8 GRAVEL BAG BARRIER IMIMPORTA4T:GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PUN SHEETS ISSUED BY 2 NC S ACE MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN DEVELOPMENT AND/OR CITYIFIAND STATE LAWS,ED FOR AND ATPERMTH THE AMAYR BEIATE ISSUED.CONDITIONS PREPARED BY: S=AL �MaW BENCHMARK: DESIGNATION ELEVATION: AGENCY: RIVERSIDE COUNTY CITY OF LAKE ELSINORE DRAWING NUMBER j 30 F�(e!cuDve Park,Suite 100 N TRANSPORTATION COMMISSION. ELEVATION:CONCRETE FEET. MONUMENT Irvine,CA 92614 °V,M NOUA7Z, TYPE: FOUND N BRASS DISC WITH 10`CONCRETE COLLAR. LOCATION: be Fa t:949 296 0450 f 949 296 D479 0 O C SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN AVENUE (DOWN 1.0').AGENCY: NGVD 1929 13 No' 46038 >o SCALE: DRAWN: STREET IMPROVEMENT 3118/19 L� 9 E„p•12 31 zo • N/A BB SHEET 13 OF13 J OFFSITE EROSION CONTROL DETAILS 1 O N READ, RCE o. C46039 DATE �? �� FILE No. REMON HABIB RCE 83156 DATE �fF 1V1� � DATE: CHECKED: OF CAU ACTING CITY ENGINEER January 21, 2019 JP 1 1 c