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HomeMy WebLinkAboutENG-2025-00261_SIP SD _FAIRWAY BUSINESS PARK_250811- signed GENERAL NOTES CITY OF LAKE ELSINORE F i. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE tr, Tm DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS PM 36551 OFFSITE STREET AND STORM DRAIN OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND � UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS IMPROVEMENT PLANS D +� REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY ----��..���� OG 15 q UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR VIVO `F1 REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT APN 377-140-028 -029 -030 -035 & -044 �� HIS EXPENSE. '9.y g 00 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC CNANEY STRE�T WORKS(LATEST EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND I SITE ADRESS CODES AT ALL TIMES. w. .u> I 1 I PROJECT SITE �S 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48) I I aea I 2 rue I r CHANEY STREET, LAKE ELSINORE, CA N HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124, J ue EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH - -� - -. - THURSDAY. <. ;: ;I _ OWNER 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS \ -v I�ICIN/TY MAP TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS - -� m , �. I DAVID H. CLARK SCALE: 1"=2000' APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL ..,,,A _ I W FAIRWAY ASSOCIATES, L.P., c "s w 3090 PULLMAN STREET TOWNSHIP: T55 TOWNSHIP: T6S REQUIRE IMMEDIATE WORK STOPPAGE. _ ,� �� "" I RANGE: R4W & RANGE: R4W _ I z COSTA MESA, CA 92626 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE //�� - - -- - i''; Q I (714) 453-4411 SECTION., 31 SECTION: 6 REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE I ^ /I - --- `%< I C NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY I �� I �'' \I I TOPOGRAPHY SOURCE LEGEND COMPANIES INVOLVED, AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.) AT 51 \\ ter' \ -� SINS ENGINEERING, INC. SYMBOL DESCRIPTION 1-800-422-4133, AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. DATED 3-10-2022 == PROPERTY LINE I _ 1635 LAKE SAN MARCOS DRIVE#200 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK - .t I --- --- ___\� \ \ - I SAN MARCOS, CA 92078 -- RIGHT OF WAY AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM J __ I�_ - ,,,;..,_:. _ (760) 744-0011 { I 1 _ CENTERLINE THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. 0.33'AC OVER 0.79'AB B. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, • l d �I I i .. I I ENGINEER WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE GRIND AND OVERLAY PRIOR TO PAVING THE STREET SECTION. M/CHAEL D. SCHWEITZER _ _ ® UTILITY TRENCH 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER = IIIII I t.% SWS ENGINEERING, INC. ROUGH GRADING, TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES - - - J 1635 LAKE SAN MARCOS DRIVE#200 SHOWN ARE FOR BONDING PURPOSES ONLY. h- I I I" I I \11119 1> SAN MARCOS, CA 92078 TYPE A-8 CURB AND GUTTER 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND (760) 744-0011 ® 5' WIDE CON77NG000S SIDEWALK ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE _ ` \�- illl ;:>' I GEOTECHNICAL 32' WIDE COMMERCIAL DRIVEWAY TYPE I NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS \ - - SHALL BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR �� - �� :: APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. \ x " MATCH EX. CURB AND GUTTER ELEVATION 11. ALL EXISTING MONUMENTA77ON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL KEITH D. TUCKER BE REPLACED TO CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE — — .sf. _- I NORCAL ENGINEERING END SIDEWALK .T --- ...:..-.:. "�` r 10641 HUMBOLT STREET, TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT ___ - - ----- — - _� I LOS ALAMITO$ CA 90720 ® REMOVE EX. AC AND BEFORE ACCEPTANCE IS GRANTED. -______- __========'=-=__=_-- — --__-_-_-_ I (562) 799-9469 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE �,._,�:!' _ - E--0 EXISTING STREET LIGHT TO BE RELOCATED WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE ---------------------- - ----- ------ --=1--- --- CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF — — r'— - L-_' -� I J ASSESSOR'S PARCEL NUMBER_ 0.33'AC/0.79'AB INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT r PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT INDEX MAP 377-140-28, 377-140-029, 377-140-030, CURB INLET CATCH BASSI- CUT AND FINISH THE I 4"PVC THROUGH CURB DRAINS CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. N 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH 714E DISTRICT NO. 8 OFFICE OF 377-140-035, &377-140-044 CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES-SECTIONX SCALE: 1"=100' OF THE IMPROVEMENT PLANS. CONSTRUCTION NOTES QUANTITIES LEGAL DESCRIPTION OUTLET STRUCTURE Qi SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT EDGE 569 LF 0 STORM DRAIN MANHOLE N0.2 CAST-IN-PLACE NOTES MIN. 2 FROM EXISTING PAVEMENT i. CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF Q2 GRIND & OVERLAY EXISTING PAVEMENT PER DETAIL SHEET 2 569 LF PARCEL A: GUTTER DEPRESSION FOR CURB OPENING THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, THE CITYS SPECIAL (2"COLD MILL/OVERLAY) PARCELS 1, 2, 3 AND 8 OF PARCEL MAP NO. 36551, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE PROVISIONS AND THESE PLANS. OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 243, PAGES 56, 57, 58 AND 59 OF PARCEL MAPS, IN THE OFFICE 2. CAST—IN—PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS ®EXISTING UTILITY TO BE PROTECTED IN PLACE 4 EA OF THE COUNTY RECORDER OF SAID COUNTY. ALTERNATE ON THE DRAWINGS APPROVED BY THE CITY ENGINEER. APN: 377-140-028, —029, —030, —035 — 30"RCP (CLASS V) STORM DRAIN PIPE 3. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL Q5 EXISTING POWER POLES TO BE REMOVED AND EXISTING AERIAL LINES TO BE 2 EA PARCEL B. — 24"RCP (CLASS V) STORM DRAIN PIPE PRIOR TO START OF CONSTRUCTION. UNDERGROUNDED PER SEPARATE SCE PLAN 4. TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE PARCEL 7 OF PARCEL MAP NO. 37526, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF SOILS ENGINEER. — — — — EASEMENT 5. THE MINIMUM COVER OVER THE PIPE SHALL BE THREE(3)FEET, MEASURED FROM THE ©CONSTRUCT 8" TYPE A-8 CURB AND GUTTER PER RIV. CO. STD. 201 415 LF CALIFORNIA, AS PER MAP RECORDED IN BOOK 245, PAGES 96 THROUGH 99, INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. S SEWER LATERAL TOP OF THE PIPE.6. BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED Q7 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.L.E. STD. 118A 3 EA APN:377-140-044 W WATER LATERAL 80 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OFO STREET LIGHT THE UNTIL THEIGN 7 WATER PIPE ENSIFICA77ONCONCRETE METHO S FOR B CKHASIFILLNG THEITSS PIPE SWIILLNNOT BE PERMITTED. ®CONSTRUCT CONCRETE SIDEWALK PER C.O.L.E. STD. 210 5,594 SF ENGINEER'S NOTICE TO CONTRACTORS MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFILL g "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, O INSTALL STREET LIGHT PER C.O.L.E. STD. 501. PER SEPARATE PLAN 2 EA 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS PROVIDED THE FORMS ARE STILL IN PLACE AT THE TAME OF SHADING. f0 ADJUST UTILITY TO GRADE 1 EA DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT 8. A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, COMPRESSIVE STRENGTH OF THE CONCRETE(FC) AT 28 DAYS SHALL BE AT LEAST 4000 if CONSTRUCT 5.0"AC OVER 15"AB (CLASS 2) 13,939 SF INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL LIABILITY, REAL OR ALLEGED, IN SHEET INDEX PSI, THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR VELOCITIES GREATER (R-VALUE=15) (77=8.0) CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE THAN 10 FT/SEC, BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. TITLE SHEET SHEET 1 SHALL BE 5000 PSI, AND A 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED 12 TRENCH 13ACKFILL AND RESURFACING PER C.O.R.SD STD. NO. 818 1,220 SF 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH CONSTRUCTION NOTES&DETAILS SHEET 2 BY 2 ADDITIONAL INCHES, FOR VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE CHANEY STREET PLAN AND PROFILE SHEET 3 SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 4 INCHES. ®CONSTRUCT CATCH BASIN PER R.C.F.C. STD. NO. CB100 1 EA IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES CHANEY STREET PLAN AND PROFILE SHEET 4 COMPRESSIVE STRENGTHS SHALL BE N07ED ON THE DRAWINGS. RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON CHANEY STREET SECTIONS SHEET 5 9. THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED 3©CONSTRUCT STORM DRAIN MANHOLE NO.1 PER R.C.F.C. STD. DWG. NO. 2 EA PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE PUBLIC STORM DRAIN PLAN AND PROFILE SHEET 6 INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE MH-251 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES PIPE SHALL HAVE A SLUMP OF 2"PLUS OR MINUS i" SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC STORM DRAIN PLAN AND PROFILE SHEET 7 10. FLY ASH, MEETING ASTM C 618, MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 @ GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER R.C.F.C. 1 EA OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PUBLIC STORM DRAIN DETAILS SHEET 8 PERCENT OF CEMENT BY WEIGHT). WHEN FLY ASH IS USED, WATER REDUCING AGENTS STD. DWG. NO. LD201 CASE C 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES PUBLIC STORM DRAIN DETAILS SHEET 9 MEETING ASTM DESIGNATION C 494 WILL BE PERMITTED IN AMOUNTS RECOMMENDED BY TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY PUBLIC STORM DRAIN DETAILS SHEET 10 THE SUPPLIER AND APPROVED BY THE CITY ENGINEER. 3©MODIFIED STORM DRAIN MANHOLE NO. 3 PER DETAIL SHEET 2 1 EA THE PREPARER OF THESE PLANS. 11. AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES PLANS. CONTRACTORS SHALL BE RESPONSIBLE SHALL INSTALL NO. 4 DOWELS, 24 INCHES LONG, 12-INCH CENTERS AROUND 3�CONSTRUCT JUNCTION STRUCTURE PER RCFC STD. JS233 AND JS231 1 EA FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. CIRCUMFERENCE OF CAST-IN-PLACE PIPE. 12. THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. 3©30"RCP 2000-D STORM DRAIN 473 LF 13. CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE AGENCY 3�24"RCP 3000-D STORM DRAIN 52 LF Underground Service Alert INSPECTOR. THE INSPECTION FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. SWS ENGINEERING, INC. 14. TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER Cl D.ENow INo L—P,.AN c- . S--v.- THAN 2,000 PPM. 1635 Lake San Marcos Drive,Suite 200 15. CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED. E San Marcos,CA 92079 16. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD APPROVED AS SUBMITTED P:760-744.0011 FOR WALL THICKNESS AT A MINIMUM OF 25 CUBIC YARDS OF THE POUR. 8/11/25 MB TWO WORKING DAYS BEFORE YOU DIG 10 SAN DIECO NASHVILLE PHOENIX ORLANDO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE ELEVATIONS SHODATUM.WN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY FLOODMARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FESS/(}yam, DJJUSTCONTROL TO CITY OF LAKE EELLSI ORET ANC E7FROMELEVATIONSSHOWN70 CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE "e BASIS OF BEARING: W_ CENTER UNE OF CHANEY STREET N 43'44'08"E PER R.S.91/29-36 PM 36551 10 1010112025 �� No.59658 *,' BENCH MARK: OF 07/30/25 * EV'2-31-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RCE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4MiER11k CITY ENGINEER Mf6HAEL D. SCHWEITZER, P.E. DATE 9l,"OFCAUF��� AM SL'Y6END OFSCURBKALONG WL'Y/TOP OF R PLANS FILE No. CITY OF LAKE ELSINORE RCE 59658 DATE: S.ELEVATION:DE OF CENTRA126 02AT PASDENA APN 377-140-028,C-029Y 0T30ET 035, —044 25-502 DALE:Aug 01,25 11:3Com 6y.Eai.ngu FILE:Z:\P,j] t.\2012\12-126\PR00\Construct\Ph..•3\IP\12-126JP01.tlw< ENG-2025-00261 R/W R/W \ I 100' \ \ EXISTING \ \ \ p \ Il PL DEDIC➢ON ` /� ATCH 12' 38, (4O') 00') EX.EP EX.AC PAVING 65.81 TC _ o1266,36 FS 5.5' 6.5' VARIES U MATCH \ 1266.30 2' TOP OF CHANNEL BERM \ //�\ D ?.� ( FEX..CURB&GUTTER (� ti1 m / /1266:2T- 1 \ 2% 2%AX) 2%t 2 SIDEWALK 2'GRIND&OVERLAY EX.SIDEWALK � PROP. .CURB „..5'AC OVER 15"AB &GUTTER / I \ 5• CHANEY STREET TI=8.0 NOT TO SCALE MIN.5 AC OVER 15 AB - 30 SD 30 SD �n ` \J • ` / 1267.5 TC D > - _\ / 1267.44 TC ` 126Z49 FS j � I SECTION A-A- SHEET 6 1 j hfs / 1267.53FS 2' GRIND & EXISTING I / 126Z80 FS PROPOSED OVERLAY PAVEMENT N.T.S. I 1267.78 TC ; I PAVEMENT iv SECTION SECTION \ MAT 1267.73 FS / / 126.84 FS MATCH � . x�saa>a>aafa;,.xx�saa»sazt,x,.r�saa» SAWCUT LINE BIRCH ST MODIFIED DWY GRIND, SAWCUT & OVERLAY DETAIL SCALE: 1"=10' NOT TO SCALE STREET GRADE—___ MANHOLE FRAME AND COVER SEE STD.DWG.MH26O �pQ ' CONCRETE RINGS AND REDUCERr4r- 4 SEE STD.DWG.MH257 #5 @ 4"x5� - 4� _ �11" 2'-10" - a SIZE AND SPACING OF STEEL AS SHOWN 7'-6" ON IMPROVEMENT PLAN,EXCEPT THAT 5 / 5 BARS J LONG,4"O.C.OF SIZE SHOWN FOR BARS ON EACH SIDE OF SHAFT SHALL BE TRANSVERSE STEEL ON IMPROVEMENT PLAN, NOT SMALLER THAN#504"OR EOULVAENT EXCEPT NOT LESS THAN 4 5.WARP THESE BARS UNDER BARS THAT HAVE BEEN CUT FOR SHAFT OPENING. 5"X 2" 36"RCP PPE SEAT 0 FL a • • • • • -1 IA DIA PLAN / (SHAFT NOT SHOWN) NTS NOTE I I __ 4 1. DEPTH P:WHEN DEPTH P FROM STREET GRADE TO TOP OF PIPE SEAT IS LESS THAN 2'— 10 1/2"N PAVED STREETS U li 7'-0" OR 3'-6"IN UNPAVED STREETS.CONSTRUCT 2'DIAMETER SEE NOTE 3 SHAFT,USING CONCRETE RINGS AS PER STANDARD PLAN FOR U CONCRETE RINGS,OTHERWISE.CONSTRUCT 3'SHAFT AS SHOWN M 4 ON THIS PLAN. STATIONS SHOWN ON IMPROVEMENT PLANS REFER TO CENTER _ _ LINE OF SHAT. 5'-Ox • • • • • • Q • • • • • d 3.STEPS SHALL BE 3/4"ROUND GALVANIZED STEEL ANCHORED NOT LESS THAN 4"IN WALLS OF STRUCTURE AND UNLESS SECTION B—B 2"CL OTHERWISE SHOWN SHALL BE SPACED 16'ON CENTERS.THE MANHOLE FOR BOX SECTION A-A LOWEST STEP SHALL BE NOT MORE THAN 2'ABOVE THE FLOOR. SECTION STORM DRAIN NTS 4.WHERE PRESSURE MANHOLE NO.3 IS SPECIFIED ON PLANS SEE NTS STD DWG MH256 AND MH256. MODIFIED MANHOLE NO. 3 MH253 N.T.S. ALL REBAR AND STRUCTURE DETAILS PER RCFC STD DWG MH253, JS228, BX401 •VERNI>E C01"J;"i00p C0NTR0i TER w MVAT OMTRKT MANHOLE NO.3 bTI;OF4L x APPROVED AS SUBMITTED E x,E.x.... E Rc,:.»o_>r STANDARD DRAWING NUMBER MH253 8/11/25 MB ENG-2025-00261 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE ELEVATIONS SHOWN ON THESE PLA FLOODNS ARE BASED ON RIVERSIDE COUNTY MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FESS/(}yam, DJUSTCONTROL TO CITY OF LAKE EELLSINORET ANC ET FROM ELEVATIONS SHOWN TO CITY OF LAKE ELSINORE SHEET LAWS AND HAVE BEEN FOUND ACCEPTABLE e� 2 R, � BASIS OF BEARING: W_ CENTER LINE OF CHANEY STREET N 43'44'OW E PER R.S.91/29-36 PM 36551 10 1010112025 No.59-2025 BENCH MARK: OF 07/30/25 * '2-3-20 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RICE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4MifiROO CITY ENGINEER HAEL D. SCHWEITZER, P.E. DATE 9lFOFCAUF��� AM Z9267: BRASS DISK/TOP ALONGOWCURE PLANS FILE No. CITY OF LAKE ELSINORE RICE 59658SUY DATE: SIDE ET.EOF CENTRAL ENT ALA 02AT PASDENA APN 377-140-028,C-029Y 030, 035, -044 25-503 DATE:Aug 01,25 11:3 6y.da gu FILE:Z:\P,je is\2012\12-126\PR00\Construct\Ph..e 3\IP\12-126JP0I. g 07.41 CONSTRUCTION NOTES Qi SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT EDGE = MIN. 2'FROM EXISTING PAVEMENT 10 U UU W Q2 GRIND& OVERLAY EXISTING PAVEMENT PER DETAIL SHEET 2 0 = o 0 0 (2"COLD MILL/OVERLAY) r. .r_ oS �+Nrn I- �- 1n m 0 o M Q O Q3 REMOVE EXISTING AC PAVEMENT 0 01 Q N�P�._U1D r'1 N On +� + S U + ®EXISTING UTILITY TO BE PROTECTED IN PLACE + +w ^ CURB 0 38' T OF o o w —0.6 � v o n Q5 EXISTING POWER POLES TO BE REMOVED AND EXISTING AERIAL LINES TO BE 12% 10 w UNDERGROUNDED PER SEPARATE SCE PLAN -- — -- PROP — __ ©CONSTRUCT 8" TYPE A-8 CURB AND GUTTER PER RIV. CO. STD. 201 0"CUBFA — — -- -- — -- — — FA OF CUB Q7 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.L.E. STD. 118A ®CONSTRUCT CONCRETE SIDEWALK PER C.O.L.E. STD. 210 Q9 INSTALL STREET LIGHT PER C.O.L.E. STD. 501. PER SEPARATE PLAN i�ADJUST UTILITY TO GRADE 11 CONSTRUCT 5.0"AC OVER 15"AB(CLASS 2) (R—VALUE=15) (TI=8.0) TRENCH BACKFILL AND RESURFACING PER C.O.R.S.D STD. NO. 818 PAVEMENT LEGEND ® GRIND & OVERLAY PER CONSTRUCTION NOTES 0 o S^n 0 AC PER CONSTRUCTION NOTES +N pn ^ t 5 EXIS7I IG GROI IND—, p u g 0 CONCRETE PER CONSTRUCTION NOTES AC REMOVE AND REPLACE PER CONSTRUCTION NOTES __ W ^y UTILITY TRENCH/AC PER CONSTRUCTION NOTES —— —— ———— — ——— SAWCUT CURB DATA TABLE SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION Ll SCALE: 13.71' S44'05'42"W — 8"CURB& GUTTER TYPE A-8 L2 HORIZ. 1" = 20' 20Z41' S43'44'08"W — 8"CURB& GUTTER TYPE A-8 VERT. 1" = 4' 10+00 11+00 12+00 13+00 x x 1 1 v 1 1270. FS @I I w I I 1 70.09 FS 20' S y ��RCr \ EXISTENT P.P. TO C �7 E , � H OHE 1 Z r f'l.J—� PROTECTED IN PLACE on 1 o - LQ 1 y ono \ D oz)vi'nr.o� r 1 to \\ — m NW 1 \ \ 1269.94FSN. oUUx oo o an ---�i---_----- F��rriC—E 2 ^ova -.1269.43 \ m 2 2 <li '+N w - N 1 n ad ' 1269.96 FS 1269.91 TG \- �C9C92+U Ca+N W EX. CONCRETE WALL +w--lily rn o Q a —————' \\ 10 4 N PROTECT IN PLACE �' mr 11 - ^ ,� R/M'e 8 ^w N 5 A OH�o 0�� STA: 10+06.76 DRIVEWAY DETAIL A L1.. 12 .No e REMOVE EXISTING — ' TRANSITION STRIPING \ EX. i2" WAR --A SCALE: 1"=10' - - — i W\` EKlS�TING w w s w WATER IMPROVEMENT i 2 DIRT-- PER:SEPARATE PLAN U) 10 w 11 EXISTING �\ W w EMATCH/ .O.P. \. EXISTING `: o�TTT _ TT'f�7rT�TT'f��T'f�7r�T�TT'f�TTSfEIEESSH�EEET�0�5TT&�T0�6f IF�OR��STD1 PLANS �777�TT'f I.L CONCRETE 1LEDGE OF i I1L I11J 1L 1L �+1J 111J 111J I1L 111J l l 11L 11L 111J 111J IJ:L 11L l 11L 11L 111J l�p A:2S, 35 R�25 10+00 2 1 U �� 11+00 12+00 \ 3 + -- o co i 12 1 �� i co 1261 FS 1267.85 FS i i D �1267.88 o W CHANEY ST �� o o ce oD D 1E67.77 TC o 0 c —^m N i — �S o OHE o o OHE . pw OHE o o... o OHE v o OHE D T - - D r 0 0 g —S 12608 TC p o01267.61-TC L EX. 12"SVVRR S ' D D L — -------- - - - - - = — — s — — — - - - - p - - - - - - - - G-- s STA: 12+70.68 DRIVEWAY DETAIL B SCALE: 1"=10' 20 10 0 20 40 60001n0 C H A N E Y STREET PLAN SWS ENGINEERING,S Nc Crvu.E"a LAt4n PUR"wa Suav[n"a Lake SCALE IN FEET E San SMarcos,aCA 92079 n Marcos Drive,Suite 200 GRAPHIC SCALE APPROVED AS SUBMITTED P:760-744.0011 8/11/25MB ENG-2025-00261 SANDIEGO - NASHVILLE - PHOENIX - ORLANDO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE: ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY MARK REVISIONS A P P R. DATE FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FE%/(}yam, ADJUST To CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE e BASIS OF BEARING: W_ CENTER LINE OF CHANEY STREET N 43'44'W E PER R.S.91/29-36 PM 36551 10 No.59658 *1' BENCH MARK: OF 10/01/2025 07/30/25 * EV.12-31-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RICE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4NRI CITY ENGINEER HAEL D. SCHWEITZER, P.E. DATE 9lFOF CAUF��� AM Z9267:SUY BRASS DISK/TOP RB ALONOOWCURE L'Y PLANS FILE No. iE CITY OF LAKE ELSINORE RCE 59658 DATE: SDEEOFCENT ALA 02AT PASADENA APN 377-140-028,C-029Y 0T30ET 035, —044 25-504 ST. 126 DALE:Aug 01,25 11:3— 6y.daL.gu FILE:Z:\P,je is\2012\12-126\PR00\Construct\Ph..e 3\E\12-126JP03-04.d"g 188. ' 5.0' CONSTRUCTION NOTES (2)SA WCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT EDGE U 1r MIN. 2'FROM EXISTING PAVEMENT m ¢ r� O2 GRIND& OVERLAY EXISTING PAVEMENT PER DETAIL SHEET 2 U = U o O O o +o ^ (2"COLD MILL/OVERLAY) U) O h n ro h n + +Co N on m� Q3 REMOVE EXISTING AC PAVEMENT N N .-N CURB 38' 11 LEFT OF CL 8 ®EXISTING UTILITY TO BE PROTECTED IN PLACE N- 8 CF a Ix O 0.4 _ - -- --_ Q5 EXISTING POWER POLES TO BE REMOVED AND EXISTING AERIAL LINES TO BE -- UNDERGROUNDED PER SEPARATE SCE PLAN ©CONSTRUCT 8" TYPE A-8 CURB AND GUTTER PER RIV. CO. STD. 201 ®F CE OF CURB Q7 CONSTRUCT COMMERCIAL DRIVEWAY PER C.O.L.E. STD. 118A ®CONSTRUCT CONCRETE SIDEWALK PER C.O.L.E. STD. 210 Q9 INSTALL STREET LIGHT PER C.O.L.E. STD. 501. PER SEPARATE PLAN i�ADJUST UTILITY TO GRADE 11 CONSTRUCT 5.0"AC OVER 15"AB(CLASS 2) (R-VALUE=15) (TI=8.0) TRENCH BACKFILL AND RESURFACING PER C.O.R.S.D STD. NO. 818 3�CONSTRUCT CATCH BASIN PER R.C.F.C. STD. NO. C6100 3®GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER R.C.F.C. po o m 6.6 STD. DWG. NO. LD201 CASE C Oh Cq Ob t++.�. �'o a -EXISTING GROUND NOTE: s Q v, 0 CENTERLINE STORM DRAIN FACILITIES SHALL BE APPROPRIATELY MARKED "ONLY RAIN IN STORM DRAIN"USING THE CITY AUTHORIZED MARKER TO PREVENT ILLEGAL DUMPING IN THE DRAIN SYSTEM ---- PER C.O.A. 80. PAVEMENT LEGEND SCALE: ® GRIND & OVERLAY PER CONSTRUCTION NOTES HORIZ. 1" = 20' 0 AC PER CONSTRUCTION NOTES VERT. 1" = 4' 0 CONCRETE PER CONSTRUCTION NOTES 13+00 14+00 15+00 16+00 AC REMOVE AND REPLACE PER CONSTRUCTION NOTES UTILITY TRENCH/AC PER CONSTRUCTION NOTES -—- SAWCUT CURB DATA TABLE p SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION v � 3 10 II \ 1 /' 7 L3 188.55' S43'44' 08"W - 8"CURB& GUTTER TYPE A-8 ' 3 4.47' N43'43'597E - 8"CURB&GUTTER TYPE A-8 00 0.50' N50'36'287E - 8"CURB&GUTTER TYPE A-8 + +U t2 1 q 5 \+U 1+n "m� - -- - --R/MR--t 8 p\ OHE 4 o - 11 // I I W W W \-;EX. 12' W;. 4V / I� I r� EXISTING \ EXISTING 1 / 35' I u 10 tlISTING \ -EO.P, 1 R� I I I EDP S DIRT w _ 11 \ EX..12"SWR 1 ?S' S __r_ S S- - - S I: REMOVE EXISTING 111I w TRANSITION STRIPING 126880 FS \ 1269.09�6870 FS CM -00 c� += `14+ 1 2 15+00 16+00 16 1"I - o —— o o ° 1 6865� 1268.68 FS IC 1268.03 TC P OH�� \OHE�—jv o 12B9v 8.4 � v tlIWT:bH:l::: 2, E fnaw - W a5 1268.52 TC o v v/ of o C/ ) +W CHANEY ST D CD (MATLH� V(/ M� _ -- ahA — — s _ _ STA: 15+42.90 DRIVEWAY DETAIL C - - - - - - - - - — - - - - - - — i1 SCALE: i"=10' 20 10 0 20 40 60 CHANEY STREET PLAN SWS ENGINEERING, INC. CI ME"aw ING L—Puma"a • S--v.- l Lake SCALE IN FEET E San Marcos,a Drive,Suite 200 CA 9207g GRAPHIC SCALE APPROVED AS P:760-744.0011 SUBMITTED 8/11/25MB ENG-2025-00261 IANDIECO - NASHVILLE - PHOENIX - ORLANDO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE: ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY MARK REVISIONS A P P R. DATE FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FE%/(}yam, ADJUST To CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE e BASIS OF BEARING: W_ CENTER LINE OF CHANEY STREET N 43'44'W E PER R.S.91/29-36 PM 36551 10 t 10/01/2025 No.59658n BENCH MARK: OF 07/30/25 * EV.12-31-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RCE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4NiEROO CITY ENGINEER HAEL D. SCHWEITZER, P.E. DATE 9lFOF CAUF��� AM Z9267: ASS DISKALONGOWL'CURE PLANS FILE No. CITY OF LAKE ELSINORE RCE 59658SUY DATE: SDEEOFCENT ALA 02AT PASADENA APN 377-140-028,CHANE 0T30ET 035, -044 25-505 ST. 126 DAIS:Aug 01,25 11:3Com 6y.dai.ngu FILE:Z:\P,je is\2012\12-126\PR00\Construct\Ph..e 3\IP\12-126JP03-04.d"g 1280 1280 1280 1280 1280 1280 1280 1280 12.0' 38.0' 12.0 38.0' 12.0' 38.0' 12.0' 1 38.0' EOf 25.5' 12.4' 25.0' EOP13.0' E EDP 24.9' 13.0' 25.0' 13.0' 9(191270 2oz Lox) (i. _ 1270 1270 - - -_ _ -- __ 1270 1270 0z 1270 1270 2G 2 oz 1.2z) (1, ) 1270 7ROP. EX.AC -- - - �- -- - - -- -- -- P Op. C PANG PA NG COP. EX.A ROP EX.A P OP. C PAW VG PAN CURB& TR . ROP. EX.A C RB&OR RB POP. CPA G PANN p 0p, IC PANG PAN ClRB&OR 1260 1260 1260 1260 1260 1260 1260 1260 CHANEY STREET CHANEY STREET CHANEY STREET CHANEY STREET SECTION 10+50 SECTION 11 +00 SECTION 11 +50 SECTION 12+00 1280 1280 1280 1280 1280 1280 1280 1280 12.2' 3z8' 12.2' 37.8' 12.0' 38.0' 12.0' 38.0' E EOF EOF EOR 25.2' 12.7' 25.3' 12.5' 25.6' 12.4' 25.7' 1 12.3' 1270 1270 1270 1270 1270 1270 1270I 1270 oz asz) - 2oz 2.Oz 1.oz) -- h.a) 20 2.0% o.4x) -- (2O _20 _ oz 1.0� �2- AC X.AC ROP, EX A PROP EX.A C PAW G ANNG PR COP. ANNG p 0p. C PA G PAN POP. C PANG PAN CUR &GTR C PAN G RB �D? CURB&OR 1260 1260 1260 1260 1260 - 1260 1260 1260 CHANEY STREET CHANEY STREET CHANEY STREET CHANEY STREET SECTION 12+50 SECTION 13+00 SECTION 13+50 SECTION 14+00 1280 1280 1280 1280 1280 1280 12.0' 38.0' 12.0' 11 38.0' EDP 18.7' OP 19.3' 25.0' 13.0' 2C.5' 29.5' 1270 /g�q 1270 1270 1270 1270 ° 1270 2.0 .4 (2 ) 2.0 _ 29z _ 1.Oz) (1.8 _ x V5-- _(2 z) OP. EX.A p OP. C N G EX.A A P N P NNG P OP. C PAN G PAN PANN CRB& TR RB& 1R 1260 1260 1260 1260 1260 1260 CHANEY STREET CHANEY STREET CHANEY STREET SWS ENGINEERING, INC. SECTION 14+50 SECTION 15+00 SECTION 15+50 CrvLLake San taa • LAte 200 wa . Suav[nNa 1635 Lake San Marcos Drive,Suite 200 E San Marcos,CA 92078 APPROVED AS SUBMITTED 1:760-744.0011 8/11/25MB ENG-2025-00261 SANDIECO - NASHVILLE - PHOENIX - ORLANDO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY MARK REVISIONS A P P R. DATE FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FESS/(}yam, ADJUST To CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE e Q, BASIS OF BEARING: W_ CENTER LINE OF CHANEY STREET N 43'44'W E PER R.S.91/29-36 PM 36551 10 1010112025 �� No.59658 *1' BENCH MARK: OF 07/30/25 * EV.12-3-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RCE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4N-%R##CITY ENGINEER MfdHAEL D. SCHWEITZER, P.E. DATE OF CAUF��� AM Z926END ASS DISK/TOP ALONGOWL'CURE PLANS FILE No. CITY OF LAKE ELSINORE RICE 59658SUY DATE: S.ELEVA ON:A126 02 DE OF CENTRL AVE.AT PASADENA APN 377-140-028,C-029Y 0T30, 035, -044 1 25-506 DALE:Aug 01,25 11:34am 6y.dai.nguyxn FILE:Z:\P,je is\2012\12-126\PR00\Construct\Ph..e 3\IP\12-126JP03-04.dwg RCFC FAIR H AY BUS NESS PkRK PUBU (PRIV TE) STORM DRAIN CONSTRUCTION NOTES ^0 3@ CONSTRUCT CATCH BASIN PER R.C.F.C. STD. NO. CB100 ._ of @CONSTRUCT STORM DRAIN MANHOLE NO.1 PER R.C.F.C. STD. DWG. NO. I � 0 D GR MH-251 STORM PIPE 3®GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER R.C.F.C. STD. DWG. NO. LD201 CASE C EX.GR ND ———— ©MODIFIED STORM DRAIN MANHOLE NO. 3 PER DETAIL SHEET 2 CONSTRUCT JUNCTION STRUCTURE PER RCFC STD. JS233 AND JS231 ST :10+4 .69 ©30"RCP 2000—D STORM DRAIN OU CHA NaEL V:126 .63 / OF STURM DRAIN 3@ 24"RCP 3000—D STORM DRAIN — — HGL PIPE STA TING h 4 MR SIRF10 Ic? 32'30'RGP EASEMENT NOTES 2 30 R 1 4.02'30 CP 111 0.5% M i 20'PUBLIC STORM DRAIN EASEMENT 0100= .93 — VI00 4.46 /S 213' V100=467 FT/ 3 ZW �^ 1 � h W h ^ 2 N 4 n V +N N ^W STORM DRAIN DATA TABLE SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION SCALE: 46.80 S73'50'28"W — 30"RCP 2000—D HORIZ. 1" = 20' 43.92' S73'50'28"W — 30"RCP 2000—D 125.18' N59'52'34"W — 30"RCP 2000—D 4�10+00 11+00 12+00 13+00 29.33' 074'40'55" 22.50' 30"RCP 2000—D BEVELED END PIPE l RCFC ENCROACHMENT I I � 228.14' S43'44'08"W — 30"RCP 2000—D g 78 .', _ IS REQUIRED PRIOR TO II'ISSUANCE OF CITYS STORM DRAIN PROFILE � 51.62' N40'11'41"W — 18"HDPE®2% I P PERMIT i i I UNGROUIED RIP—RAP PER I RCFC JS233 I` I I � (GROUTED �+ j i III I I, RIP—RAP PER I cn m c I 18"HDPE PER RCf�C JS233 i r o A� ,, SEPARATE PLAN 1, � ° 1 I I I P� IZJ. I CONS UCT HE4JD on o AL PER STRUCTURAL PL N o I� A x AO� m l l m"I III mC N m x 1 yow 1 1 II I 1 1 I S I I FON x rn 1 O F— I I I I I II II C- y I I y= _ \� N m m1© (� m r I F" �I ISbE•I24"I D I113 112 162) v\ z 0 z .ZJ 125 . IE 18"HDPE PER I I X v —SEPARATE PLAN 1 _---gay 0 IoHE � � �� � _� o \, W \� N Nm_ 3©eW\ EX. 12" WT1� 0 W f 1 O UJ 'p U) o N W + Cl) 20 10 0 20 40 60 SWS ENGINEERING, INC. PUBLIC STORM DRAIN PLAN CrvLL Lake San taa • LAte 20 ANNINO . Suav[nNa 1635 Leke San Marcos Drive,Suite 200 10+00 CHANEY ST '� 11+00 `� SCALE IN FEET E San Marcos,CA 92079 APPROVED AS SUBMITTED GRAPHIC SCALE P:1607440011 __-- 8/11/25MB ENG-2025-00261 SANDIEGG NASHVILLE PHOENIX ORLAN00 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO SHEET MARK REVISIONS A P P R. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FESS/(}yam, ADJUST To CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE e BASIS OF BEARING: W_ CENTER ONE OF CHANEY STREET IN43'44'OT E PER R.S.91/29-36 PM 36551 10 10/01/2025 No.596581 BENCH MARK: OF 07/30/25 * EV.12-3-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RCE No. 86614 DATE ,Jj, F RIVERSIDE COUNTY FLOOD CONTROL Mifi� ROO CITY ENGINEER Mf6HAEL D. SCHWEITZER, P.E. DATE 9lFOFCAUF��� AM Z9267: ASS DISK/TOP ALONGOWCURE PLANS FILE No. CITY OF LAKE ELSINORE RICE 59658SUY DATE: SIDE OF CENTRAL AVE.AT PASADENA CHANEY STREET 25-507 ST.ELEVATION: 1265.02 APN 377-140-028, —029, —030, —035, —044 DALE:Aug 01,25 11:3Com 6y daL.gu FILE:Z:\P,je is\2012\12-126\PR00\Construct\Ph..e 3\IP\12-126JP05-09.d"g STORM DRAIN CONSTRUCTION NOTES 3@ CONSTRUCT CATCH BASIN PER R.C.F.C. STD. NO. CB100 @CONSTRUCT STORM DRAIN MANHOLE NO.1 PER R.C.F.C. STD. DWG. NO. o MH-251 � Zip 4 1 c 3®GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER R.C.F.C. + ROPO D GR ND® ,t+� S1D. DWG. NO. LD201 CASE C _ PIPE ©MODIFIED STORM DRAIN MANHOLE NO. 3 PER DETAIL SHEET 2 3 CONSTRUCT JUNCTION STRUCTURE PER RCFC STD. JS233 AND JS231 ri ©30"RCP 2000—D STORM DRAIN 3�24"RCP 3000—D STORM DRAIN _ — — 126.91 12 5.43 (n 1/100=.30 FT IS O + CLASS IV 5% 174.23'30"RCP EASEMENT NOTES CLASS 111 0. % W f00-2 93 i 20'PUBLIC STORM DRAIN EASEMENT V100=4. 7 FT/ _ h 1 I � h n N 0 0� NOTE: STORM DRAIN FACILITIES SHALL BE APPROPRIATELY MARKED n m Z4 •• "ONLY RAIN IN STORM DRAIN"USING THE CITY AUTHORIZED m MARKER TO PREVENT ILLEGAL DUMPING IN THE DRAIN SYSTEM .I.N PER C.O.A. 80. W m SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE STORM DRAIN DATA TABLE 3 SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION 3 © 8.54' S43'44'08"W — 24"RCP CL—IV 77 35.34' 090'00'00" 22.50' 24"RCP 3000—D BEVELED END PIPE ti w ro 8� 792' S46'15'52"E — 24"RCP CL—IV _ v0 ^a3 18"HOPE PER SEPARATE PLAN - +r' W nl -- -- -- -- o�oHo -- ---- �H '0 R^Y e + VJ W— V✓ EX. 12" WTR 0 3 VJ W W (p WATER IMPROVEMENT EX SSMH m ' `PER SEPARATE PLAN m --� v tl" (RIM: 126733) EX. 12"SVf _ o CHANEY ST (IE 1254.11) Cl) D 12+00 °0 13+00 O / Z i X. 12" SN�R S EX SSMH f _ �g �� � (RIM: 126724) S (If. 1253.68) 20 o 0 20 a o so SWS ENGINEERING, INC. STORM DRAIN PLAN ClLL Lake San taa • LAte 00 wa . Suav[nNa 1635 Leke San Marcos Drive,Suite 200 SCALE IN FEET E San Marcos,CA 92079 APPROVED AS SUBMITTED GRAPHIC SCALE P:760-744.0011 8/11/25MB ENG-2025-00261 SANDIEGO - NASHVILLE - PHOENIX - ORLANDO THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: NOTE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY MARK REVISIONS A P P R. DATE FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FESS/(}yam, ADJUST To CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE e BASIS OF BEARING: W_ CENTER LINE OF CHANEY STREET N 43'44'W E PER R.S.91/29-36 PM 36551 10 1010112025 �� No.59658 n BENCH MARK: OF 07/30/25 * EV.12-3-2025 * SCALE: OFFSITE IMPROVEMENT SHEETS YU TAG RCE No. 86614 DATE RIVERSIDE COUNTY FLOOD CONTROL 4NiEROO CITY ENGINEER HAEL D. SCHWEITZER, P.E. DATE OF CAUF��� AM Z9267: ASS DISK/TOP ALONGOWCURE PLANS FILE No. CITY OF LAKE ELSINORE RCE 59658SUY DATE: S.ELEVATION:DE OF CENTRA126 02AT PASADENA APN 377-140-028,C-029Y 030, 035, -044 1 25-508 DALE:Aug 01,25 11:3Com 6y daL.gu FILE:Z:\P�je is\2012\12-126\PR00\Construct\Ph..e 3\IP\12-126JP05-09.d"g U-FRAME CHANNEL STRUCTURAL NOTES: JOINT NOTES: DESIGN SPECIFICATIONS WALLS AND BOTTOM SLAB SHALL BE CONTINUOUS WITH NO JOINTS. SPECIAL INSPECTIONS 2022 CALIFORNIA BUILDING CODE VIBRATE ALL CONCRETE IMMEDIATELY AFTER PLACEMENT. 1. SPECIAL INSPECTION IS REQUIRED OF MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE CONSTRUCTION SPECIFICATIONS U-FRAME CHANNEL GEOMETRY COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK", 2021 EDITION. 2. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: U—FRAME CHANNEL WALL REINFORCING AND DIMENSIONS SHALL BE PER "SECTION" INDICATED IN DESIGN LOADS THE U—FRAME CHANNEL ELEVATION. TOP OF WALL (TW) AND FLOW LINE (FL) SHALL BE AS SHOWN ON THE U—FRAME CHANNEL ELEVATION, REGARDLESS OF THE VALUE OF "DESIGN H". INSPECTION OF CONCRETE CONSTRUCTION (2013 CBC TABLE 1705.3) DEAD LOAD — WEIGHT OF BACKFILL = 120pcf THE FOLLOWING LATERAL EARTH PRESSURES ASSUME LOW EXPANSION POTENTIAL SOILS (WITH INSPECTION ITEMS INSPECTION TASK FREQUENCY OF COMMENTS DIMENSIONS INSPECTION AN El OF 50 OR LESS) PER PROJECT GEOTECHNICAL INVESTIGATION. STRUCTURAL REINFORCING STEEL INCLUDING EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 35pcf (LEVEL BACKFILL) DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. CAST—IN—PLACE PLACEMENT PERIODIC (1) (3) (4) U—FRAME CHANNEL FINISH REQUIREMENTS. CONCRETE EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 52pcf (2:1 SLOPING BACKFILL) VERIFICATION OF MIX DESIGN PERIODIC (1) (3) EQUIVALENT FLUID PRESSURE FOR AT—REST SOIL PRESSURE = 53pcf (LEVEL BACKFILL) U-FRAME CHANNEL FINISH REQUIREMENTS SAMPLES TAKEN FOR STRENGTH, EQUIVALENT FLUID PRESSURE FOR AT—REST SOIL PRESSURE = 78pcf (2:1 SLOPING BACKFILL) SLUMP, AIR CONTENT, AND CONCRETE CONTINUOUS (2) (3) U—FRAME CHANNEL SHALL RECEIVE A CLASS I SURFACE FINISH. TERMPERATURE EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 300pcf INSPECTION OF CONCRETE PLACEMENT CONTINUOUS (2) (3) COEFFICIENT OF FRICTION = 0.32 COORDINATION MAINTENANCE OF SPECIFIED CURING ALLOWABLE SOIL BEARING PRESSURE = 2300 psf (3100 psf MAX) TEMPERATURE AND TECHNIQUES PERIODIC (1) (3) CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE PLANS MAY NOT BE COMPLETE OR ACCURATELY DEPICT THE FORMWORK FOR SHAPE, LOCATION, PERIODIC (1) (3) FOUNDATIONS LOCATION OF THE FACILITIES SHOWN. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL AND DIMENSIONS EXISTING, NEW, RELOCATED AND ABANDONED U11LITIES WITH THE PROJECT PLANS AND NOTIFY INSPECT BOLTS TO BE INSTALLED IN FOUNDATION DATA BASE ON UPDATED GEOTECHNICAL INTERPRETIVE REPORT, PROPOSED FAIRWAY RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, INCLUDING ANY DRILLING OR CONCRETE PRIOR TO AND DURING BUSINESS PARK PHASE II, ASSESSOR'S PARCEL NUMBER 377-140-024 SOUTH OF THE 3RD STREET PILING REQUIRED FOR TEMPORARY SHORING. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF PLACEMENT OF CONCRETE CONTINUOUS (2) (3) AND PASADENA STREET INTERSECTION, CITY OF LAKE ELSINORE. PREPARED BY CW SOILS, PROJECT THE ENGINEER AND RESOLVED PRIOR TO PROCEEDING WITH THE WORK. SEE CIVIL AND UTILITY NO. 15460-10A, DATED OCTOBER 27, 2017. DRAWINGS FOR ADDITIONAL INFORMATION. FOUNDATION PREPARATION: IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY GEOTECHNICAL INVESTIGATION. DISCREPANCIES. U—FRAME CHANNEL EXCAVATION AND BACKFILL SHALL BE APPROVED BY THE GEOTECHNICAL PROTECT UTILITY WITHIN THE USACE RIGHT OF WAY. INSPECTION OF SOILS (2013 CBC TABLE 1705.6) ENGINEER OF RECORD. U—FRAME CHANNEL WALLS SHALL BE BACKFILLED SIMULTANEOUSLY. PROVISIONS HALL BE MADE TO PREVENT DEBRIS FROM FALLING INTO THE CHANNEL DURING FREQUENCY OF CONSTRUCTION. COMPACTION EQUIPMENT USED TO PLACE BACKFILL BEHIND CHANNEL WALL MUST NOT INSPECTION ITEMS INSPECTION TASK INSPECTION COMMENTS CONCRETE AND REINFORCEMENT EXCEED 35,000 POUNDS INCLUDING DYNAMIC FORCES FROM VIBRATOR COMPACTOR. SOIL PREPARATIONS ———————— —————— AND EXCAVATIONS (3) (5) Vc = 4000 psi — WALLS AND FOOTINGS (650—BW-4000) NO EQUIPMENT IN EXCESS OF H-10 HIGHWAY LOADING (AASHTO), AND NO STOCKPILING OF MATERIAL — ---- fy = 60,000 psi — REINFORCING STEEL (GRADE 60) WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF ONE—HALF WALL HEIGHT. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE DISTRICT AT LEAST 72 HOURS PRIOR TO NO EQUIPMENT IN EXCESS OF H-20 HIGHWAY LOADING WILL BE PERMITTED TO OPERATE ON THE COMMENTS CONCRETE PLACEMENT WITHIN DISTRICT RIGHT—OF—WAY. INVERT OF THE CHANNEL. ONLY RUBBER—TIRED, LEGALLY LOADED EQUIPMENT SHALL BE OPERATED 1. PERIODIC SPECIAL INSPECTION: THE PART—TIME OR INTERMITTENT OBSERVATION OF WORK ON THE EXPOSED CHANNEL INVERT. IF STEEL CRAWLER TYPE EQUIPMENT IS USED, WOODEN MATTING REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO SHALL BE PROVIDED OVER THE INVERT IN THE OPERATING AREA. LOADS FROM TRACK VEHICLES AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF WORK. BE WELDED SHALL CONFORM TO A706. SHALL NOT EXCEED 3000 PSF ON A SURFACE AT THE BOTTOM OF THE INVERT SLAB. (2013 CBC 1702). DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN 2. CONTINUOUS SPECIAL INSPECTION: THE FULL—TIME OBSERVATION OF WORK REQUIRING SPECIAL ABBREVIATIONS INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE ACCORDANCE WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (A.C.I. SP-66(04)). WORK IS BEING PERFORMED. (2013 CBC 1702). ACI AMERICAN CONCRETE INSTITUTE 3. ITEMS NOT SHOWN MAY REQUIRE CONTINUOUS OR PERIODIC SPECIAL STRUCTURAL INSPECTION AT ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT—TO—OUT OF BARS. ALL PLACEMENT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS THE DISCRETION OF THE ENGINEER. ITEMS LISTED MAY REQUIRE ALTERNATE FREQUENCIES OF DIMENSIONS FOR REINFORCING STEEL SHALL BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. CLR CLEAR INSPECTION OTHER THAN SHOWN UNDER DIRECTION OF THE ENGINEER. EA EACH 4. WELDING OF REINFORCING STEEL NOT ACCEPTABLE UNLESS DIRECTED BY THE PROGRAM/PROJECT ALL REINFORCING SHALL HAVE 3" CLEAR COVER UNLESS NOTED OTHERWISE. FL FLOW LINE MANAGER OF RECORD. FS FINISHED SURFACE 5. SOILS INSPECTION REQUIREMENT SHALL CONFORM WITH PROJECT SOILS ENGINEER/CONSULTANT P ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3a". CI INVERT POUNDS PER CUBIC FEET AS OUTLINED IN SOILS REPORT, THESE PLANS AND PROJECT SPECIFICATIONS. CF PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH RCP REINFORCED CONCRETE PIPE STA STATION TW TOP OF WALL TYP TYPICAL Underground Service Alert BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY S1DE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE 15 TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST TWO WORKING DAYS BEFORE YOU DIG AND IS BASED ON A BPS SURVEY POST PROCESSED IN TOPCON TOOLS BE SOFTWARE.BEARINGS SHOWN ENG-2025-00261 HEREON ARE GRID BEARINGS BASED CALIFORNIA ZONE M.NAD 83,EPOCH DATE 2005.6.69. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: KI W I�� `��O�u SEAL FLOODECONROLIS SHOWN ON THESE DATUM. SUBTRACT 236 FEETANS EFROME 6LEVATIONSSB OWN COUNTY TO MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE 11m, �I 1n1 �IOFESS/(1N, ADJUST TO CITY OF LAKE ELSINORE DATUM. CITY OF LAKE ELSINORE SHEET 8 LAWS AND HAVE BEEN FOUND ACCEPTABLE qy„Y ,` � BASIS OF BEARING: Cl2018 KIMLEY-HORN AND ASSOCIATES,INC. N0.049671 w¢ CENTER LINE OF CHANEY STREET N 43'44'08"E PER R.S.91/29-36 PM 36551 10 PHONE:951-543-9888 WW.KIMLEY-HORN.COM SCALE: BENCH MARK: * Exp.9-30-2020 * OFFSITE IMPROVEMENT °F SHEETS 3880 LEMON STREET,SUITE 420,RIVERSIDE,CA 92501 RIVERSIDE COUNTY FLOOD CONTROL BRAD FAGRELL, RCE No. 43920 DATE 12/04/18 �9jFOFCA1. ��P M Z926 ASS DISK ALONG F CUR PLANS FILE No. CITY ENGINEER DATE A END: SIDE OF CENTRAL AVE.AT NW_'NA CHANEY STREET CITY OF LAKE ELSINORE ANDREW N. SANFORD, RCE No. 49671 DATE APN 377-140-028,-029, -030, -035, -044 25-509 ST.ELEVATION: 1265.02 24'-6" 4'-0" #5's #9's #51 @12" 7 Q #5's #9's o A 30" RCP e 1 3"CLR TYP \ RIP-RAP SEE DETAIL#1� ELEVATION DETAIL #1 2"CLR #J @9" TYP #5@12" JP 9" SEE NOTE"D" (TYP.) 0 24'-6" 2"CLR SEE NOTE"A" A TYP � SEE NOTE"C" �o 30"O RCP P #9@12" SEE NOTE"B" ------------------- K #5@9" 0 30"�RCP A DRAINAGE NOTES: LAP SPLICE AND HOOK LENGTH A. 2 J" DIAMETER DRAIN ® 10' MAX CENTER TO TABLE-REINFORCED CONCRETE CENTER. WALL DRAINS SHALL BE LOCATED PLAN BAR SIZE LAP LENGTH SPLICE A 7"t ABOVE FLOW LINE ELEVATION. SECTION A-A #4 1'-8" 1'-0" B. 6" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 4 MESH HARDWARE CLOTH (MIN. WIRE #5 2'-1" 1'-0" DIAMETER 0.03") ANCHOR FIRMLYTO ���1T�� #6 2'-6" V-0" BACKFACE. NOTE: #7 2'-11" 1'-2" C. ONE CUBIC FOOT PERVIOUS BACKFILL WALL HEIGHTS WILL VARY ON EITHER #8 3'-4" 1'-4" MATERIAL IN A BURLAP SACK, SECURELY SIDE OF THE CHANNEL AND MAY NOT TIED. BE THE SAME HEIGHT. D. PERVIOUS BACKFILL MATERIAL CONTINUOUS BEHIND WALL. r U-FRAME CHANNEL DETAIL & SECTION Underground Service Alert BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE 15 NORTHEASTERLY SIDE OF THE LAKE ELSINORE TWO WORKING DAYS BEFORE YOU DIG OUTFLOW CHANNEL.THE BEARING BETWEEN THESE TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST AND IS BASED ON A BPS SURVEY POST PROCESSED IN TOPCON TOOLS 4.1.SOFTWARE,BEARINGS SHOWN ENG-2025-00261 HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE VI,NAD 83,EPOCH DATE 2005.69. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL NOTE:ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO CITY OF LAKE ELSINORE SHEET 9 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Ki m ey*Horn �voFEsslq ADJUST TO CITY OF LAKE ELSINORE DATUM. LAWS AND HAVE BEEN FOUND ACCEPTABLE 'P N S4N BASIS OF BEARING: ©2011 NIMLEY-HORN AND ASSOCIATES,IlC* w a $ CENTER LINE OF CHANEY STREET N 43'44'08"E PER R.S.91/29-36 PM 36551 10 3580 LEMON STREET,SUITE 420,RIVERSIDE,CA 92501 <N0.049671 �^' SCALE: BENCH MARK: OF PHONE:951-543-9999 WWW.KIMIEY-HORI * Exp.9-30-2020 * OFFSITE IMPROVEMENT SHEETS RIVERSIDE COUNTY FLOOD CONTROL BRAD FAGRELL, RICE No. 43920 DATE 12l04/18 �9lFOFCAL�F�P AM Z926EN0 ASS DISK/TOP ALONGOF CURB PLANS FILE No. CITY ENGINEER DATE: CHANEY STREET CITY OF LAKE ELSINORE ANDREW N. SANFORD, RCE No. 49671 DATE SIDE OF CENTRAL AVE.AT PASADENA APN 377-140-028,-029, -030, -035, -044 25-510 ST.ELEVATION: 1265,02 #9'S@6" EACH FACE TYP 30"0 RCP 30"0 RCP 2'-4" 4" FILLET TYP. #9@6" EACH FACE TYP. #6@9" EACH 9 3"CLR FACE TYP. TYP -- -- -- -- /71 I •I I I ' #9 BARS BEYOND (TYP)9"@#7's -- -- -- -- (TYP) #6L@9"EACH FACE (TYP) I ,I I, 30"'Q RCP (TYP)9"@#4's #5's TYP #4's @ 9"(TYP) (TYP)9"@ #5's #7's @ 9"(TYP) TYP � J #9's @ 12" U-CHANNEL HEADWALL SECTION rL 12'-1 1/2" rL HEADWALL PLAN VIEW TOP OF WALL 3'-2" 30"RCP 30"RCP T-2" #9's@6" EA. SIDE #6L@9"EACH FACE (TYP) \ \ TYP. #5's TOTAL-16 o \ / o \ / / o \ 4 EACH FACE \ / AT EACH OPENING v — v / D \ D \ EXTEND#5 TRIM / \ BARS INTO WALLS AND FOOTINGS. NOTE: REINFORCEMENT SHALL HAVE 3" / \ CLEARANCE FROM THE EDGE OF REINFORCED CONCRETE PIPE. HEADWALL 2 HEADWALL DETAIL & SECTION Underground Service Alert • BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTHWESTERLY LINE OF THE SUBJECT PROPERTY BETWEEN FOUND MONUMENTS ALONG THE NORTHEASTERLY SIDE OF THE LAKE ELSINORE OUTFLOW CHANNEL.THE BEARING BETWEEN THESE TWO MONUMENTS IS TAKEN AS NORTH 45'59'19"WEST AND IS BASED ON A BPS SURVEY POST PROCESSED TWO WORKING DAYS BEFORE YOU DIG IN TOPCON TOOLS 4.1.SOFTWARE.BEARINGS SHOWN ENG-2025-00261 HEREON ARE GRID BEARINGS BASED ON CALIFORNIA ZONE M.NAD 83.EPOCH DATE 2005.69. �/ MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL NOTE:ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON RIVERSIDE COUNTY CITY OF LAKE ELSINORE SHEET FLOOD CONTROL DATUM. SUBTRACT 2.36 FEET FROM ELEVATIONS SHOWN TO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Kim ey l>Horn Q`<IOfESS((�1 ADJUST TO CITY OF LAKE ELSINORE DATUM. 10 LAWS AND HAVE BEEN FOUND ACCEPTABLE N Sq NF� BASIS OF BEARING: ©2018 KIMLEY-HORN AND ASSOCIATES,INC. w¢ Z CENTER LINE OF CHANEY STREET N 43'44'08"E PER R.S.91/29-36 PM 36551 10 3080 LEMON STREET,SUITE 420,RIVMLEY-O F CA 92501 Np. 30-202 ^ SCALE: BENCH MARK: PHONE'931-343-8B38 WWIY.KIMIEY-HOPoY.COM * Exp.9-30-2020 * OFFSITE IMPROVEMENT °F SHEETS RIVERSIDE COUNTY FLOOD CONTROL CCIRAD TY ENGINEER RCE No. 43920 DATE ` 12/04/18 �9jfOF CAUF���P AT SL'Y6END OFSCURB DISK ALONG NWL'Y PLANS FILE No. DATE: SIDE OF CENTRAL AVE.AT PASADENA CHANEY STREET CITY OF LAKE ELSINORE ANDREW N. SANFORD, RCE No. 49671 DATE ST.ELEVATION: 1265.02 APN 377-140-028, -029, -030, -035, -044 25-511