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HomeMy WebLinkAboutTr 30494 SD-02 1 GENERAL NOTE CON RANOTES EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY C l rl,-Y OF EAKE E L S 1 N O R E 74 PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES TRACT N O . 30494 SITE NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR LOCATION STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE R CANYON ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION ALL UTILITIES, PIPES CANYON HILLS PLANNING AREAS 2 9 3 0 A 3 0 L 15 HILLS R NEWPOR RD STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING 7 9 y a THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT >R > 5 R 1 5 > > > �1R0AD 15 HIS EXPENSE TO 174E SATISFACTION OF THE GOVERNMENTAL AGENCY. STORM DRAIN LINES A 5 1J 1J 1 C lJv D C".RD. 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD 5� SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE IMPROVEMENT PLAN �� RD SCOTT RD COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. BUNDY CY CYN. RDYN. RDOOD 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR _ FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT CLINTON KEITH RD (909)-674-3124, EXT.247, BETWEEN THE HOURS OF 9.00 A.M. TO 4.00 P.M.,MONDAY \ THROUGH FRIDAY. / OPEN SPACE aOFEegro 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS \ / � � A•M �� TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED •.� \ / j r i BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. °�"A � /\\ �T� _ I � :osiamla 5. IT SHALL BE THE RESPONSIBILITY OF THESHEET CONTRACTOR TO ARRANGE FOR THE i� - "- NECESSARY RELOCATION OF ANY UTILITIES THE CONTRACTOR SHALL N07IFY ALL UTILITY -j \� _ - _ - 21 © srq�Orv1��i5' THOMAS BROS.MAP PG.28,GRID D4. COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE ' \ •� ` " - " �CAU CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) \ \ HOURS PRIOR TO BEGINNING WORK. VICINITY MAP�l .. _ _ - - I ' NOT TO SCALE 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HA A RESPONSIBLE S 1 2 --'r e � - \ VE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR �- " - _ __ _ - - - " - - - - - _";\ _ " \ �\ OPEN SPACE a.....�� . ABBREVIATIONS: ENGINEER'S NOTICE SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION - _ _ A AGGREGATE BASE AND COST OF ALL EXISTING UTILITIES. •�:, - s� -_- --_ _ �SPACE AC ASPHALT CONCRETE 1• CONTRACTOR AGREES SITE CON HAT HE HALL ASSUME NSOTM AND COMPLETE BC BEGINNING OF CURVE RESPONSIBILITY J CONDITIONS DURING G E COURSE OF 7. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION _ _ - - \ �' CB CATCH BASIN CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS _ SCHEDULE AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. - - _ CFD COMMUNITY FACILITIES REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DISTRICT WORKING HOURS. 774E CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE & ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING \ OPEN SPACE '" - - - _ F, ch CUBIC FEET PER SECOND OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, - _ _ _ - - CIPP CAST-IN-PLACE PIPE ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON 774IS PROJECT ELECTRICITY, GAS AND DRAINAGE FACILITIES. ( _ -- - - CL CENTERLINE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 774E \ 1 LINE V _ _ - _ _ - - CL CLEAR OWNER OR ENGINEER. 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER - d - - CMP CORRUGATED METAL PIPE - CSP CORRUGATED STEEL PIPE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON ROUGH GRADING TO DETERMINE 174E EXACT SECTION REQUIRED. SECTION THICKNESSES -- '- -- " _ PUBLIC EC ARE INDICATED WITH THEIR APPROXIMATE A AND r DG DIAMETER RECORDS, R I IC THE RO IE EDI TWI SHOWN ARE FOR BONDING PURPOSES ONLY. \`.�. S - '" m _ " - - - - - - _ k � DG DECOMPOSED GRANITE EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N " -" - _ - _ - _ _ DL DAYLIGHT IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE -��' DW DOMESTIC WATER ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE - f/ - " " - G UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL _ �•' _ -= - u+�c % LINE A EA EACH N P R BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL � _ •• R THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER �.�\ ` - - _ " - '" - _ �' " '-' - SHEET 6A ECG END OF CURVE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE '- ' ', ,"� _ _ --------- EL. ELEVATION PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN \ ;, - i ,' ' --- _ = 5 ELEV. ELEVATION AND ANY 07HER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S B ALL EXISTING CITY STNTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL _- - \ -- " •- " OF TI I7IES OR STRUCTURES BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES � ' - - - - .. --- " �" •- .. ," � Opp,1 Spy RESPONSIBILITYNOTIFY THE OWNERS ALL U L U --�_, � \,•,� y -. " - EX. EXISTING CONCNED BEFORE STARTING WORK.ER ARE TON FURNISHED GRANTED. TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE _ __ ,,I \., �_ - ACCEPTANCE IS GRANTED. -� -- _ 7 N��� LL FINISH I T INDEX MAP J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE j L. L T__71- _ _ t'c 28-DAY COMPRESSIVE STRENGTH OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE -----T- J --- - - -- -� - _ _ _ OF CONCRETE, Ib1jn2 CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY CONTRACTOR EVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF _- -__- ___ i _..____ __.., r-_, T -r .-_T.T._I ( , - .7-_T_, 7 -� s T P THE PREPARER OF THESE PLANS. SCALE: 1 160 � FINISH R RFACE SECOND INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT FT FEET 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT GB GRADE BREAK CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR ' CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS. CONSTRUCTION NOTES and QUANTITY ESTIMATE I Ff:FNn HGL HYDRAULIC GRADE LINE TO BIDDING FOR CONSTRUCTION. i NO. DESCRIPTION CFD QUANTITY TOTAL HP HIGH POINT IN. INCHES STORM DRAIN (IMPROVEMENT CATCH BASIN & LOCAL DEPRESSION INT. INTERSECTION PRIME ENGINEER'S NOTE TO CONTRACTOR CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES 32 CONSTRUCT 96" RCP CIPP ALTERNATE D-LOAD PER PROFILE 206 LF 206 LF IN V. INVERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS JS JUNCTION STRUCTURE OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE ----- STORM DRAIN L= LENGTH AVAILABLE RECORDS. TO 774E BEST OF OUR KNOWLEDGE THERE ARE NO 32A CONSTRUCT 66" RCP CIPP ALTERNATE D-LOAD PER PROFILE 139 LF 139 LF "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITYS SPECIAL LACDPW LOS ANGELES COUNTY EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS PROVISIONS AND THESE PLANS. 34 CONSTRUCT 54" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE 1,190 LF 1,190 LF MANHOLE NO. 1 DEPARTMENT OF PUBLIC WORKS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE 35 CONSTRUCT 48" RCP (CIPP ALTERNATE D-LOAD PER PROFILE 8,240 8,150 LF 8,240 �;-158-LF LAT. LATERAL LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL ON THE DRAWINGS APPROVED BY THE CITY ENGINEER. 1 LB POUNDS LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR Q 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO 37 C NSTRUCT 36" RCP D-LOAD PER PROFILE 255 345-LF 255 34F`LF MANHOLE NO. 2 LF LINEAR FOOT STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 774E START OF CONSTRUCTION. 38 CONSTRUCT 30" RCP D-LOAD PER PROFILE 1,460 LF 1,460 LF M.H. MANHOLE 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS JUNCTION STRUCTURE NO. 2 MAX. MAXIMUM ENGINEER. 39 CONSTRUCT 24" RCP CLASS IV 350 334-LF 350 337-LF - MIN. MINIMUM BENCH MARK: 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET,MEASURED FROM TOP OF PIPE CAS 40 CONSTRUCT 18" RCP CLASS IV 1,870 LF 1,870 LF �i -- NO NATURAL GROUND ELEVATION., 1400.873 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL 714E CONCRETE HAS DEVELOPED 80 r� JUNCTION STRUCTURE NO. 4 NO. NUMBER DATE: 1970 PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE 41 CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DWG. NO. MH251 5 EA 5 EA N.T.S. NOT TO SCALE RIVERSIDE COUNTY DESIGNATION. E-14-70 O.C. ON CENTER DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM UNTIL THE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH. 42 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252 9 EA 9 EA TRANSITION STRUCTURE NO. 3 WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. OF.EW. ON CENTER EACH WAY THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 7 43 CONSTRUCT MANHOLE NO. 4 PER RCFC & WCD STD. DWG. N0. MH254 21 EA 21 EA P.A.P PA PLANNING AREA FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST POWER MECHANICAL COMPACTION WILL BE REQUIRED. AN B-INCH LIFT OF LOOSE BACKFILL PCC POINT COMPOUND CURVE 1 44 CONSTRUCT JUNCTION STRUCTIIRE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227 14 46 EA 14 4&EA CSP RISER PIPE POLE}1853732E 1.0 FEET NORTHEAST 14 A MARKER POST, A BRASS DISK "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, PL PROPERTY LINE SET IN THE TOP OF CONCRETE POST E-14-70. PROVIDED THE FORMS ARE STILL IN PLACE AT THE TIME OF"SHADING". 45 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I, PER RCFC & WCD STD. DWG. NO. JS229 9 EA 9 EA INLET TYPE X GRATE & PRC POINT REVERSE CURVE 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE 46 CONSTRUCT CATCH BASIN PER RCFC & WCD STD. DWG. NO. CB100 (W=PER PLAN) 31 EA 31 EA 0® DRAINAGE INLET RISER CONNECTION PROP. PROPOSED STRENGTH OF THE CONCRETE(F'c)AT 28 DAYS SHALL BE AT LEAST 4000 PSI, THE MODULUS PSF POUNDS PER SQUARE FOOT OF RUPTURE SHALL BE AT LEAST 550 PSI. FOR VELOCITIES GREATER THAN 10 FT/SEC, BUT 47 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD. DWG. NO. M803 22 EA 22 EA PSI POUNDS PER SQUARE INCH NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 1 48 CONSTRUCT CONCRETE HEADWALL AND INLET(OR OUTLET) STRUCTURE PER DETAIL ON SHEET 20 13 �4 EA 13 9+EA ____ CONCRETE HEADWALL AND Q= FLOW RATE EA DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES; FOR INLET OR OUTLET STRUCTURE RCFC& RIVERSIDE COUNTY FLOOD CONTROL BASIS OF BEARING: VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE 49 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19A 10 EA 10 EA WCD & WATER CONSERVATION DISTRICT CONCRETE COLLAR RCP REINFORCED CONCRETE PIPE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, GRID THICKENED BY AN ADDITIONAL 4 INCHES, FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 50 CONSTRUCT CSP RISER PIPE 3 EA 3 EA BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION"METZ". 1 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER RCFC & WCD STD. DWG. N0. TS303 4 EA 4 EA R/W RIGHT OF WAY 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES THE I.E. ON TRACT THE COMBINED SCALE FACTOR AT CP 2015 IS 0.99989774 AS COMPRESSIVE STRENGTH SHALL BE 5000 PSI. CONNECTOR PIPE COLLAR S SEWER SHOWN ON TRACT MAP 29568, M.B. 299/1-5. 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO 52 CONSTRUCT CONCRETE DROP INLET PER RCFC & WCD STD. DWG. NO. CB116 2 3 EA 2 3 EA SD STORM DRAIN s PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE 53 CONSTRUCT SPILLWAY PE LA.N 3,795 SF 3,795 SF Kll=-= DOWNDRAIN TO PIPE TRANSITION SHLOR SHOULDER ; SHALL HAVE A SLUMP OF 2-PLUS OR MINUS 1'. SS SANITARY SEWER I 10) FLY ASH, MEETING ASTM C 618,MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 54 CONSTRUCT RIP RAP (PER ROUGH GRADE PLANS) N/A N/A S= SLOPE - PERCENT OF CEMENT BY WEIGHT). WHEN FLY ASH IS USED, WATER REDUCING AGENTS MEETING 55 CONSTRUCT 6' HIGH WROUGHT IRON FENCE PER DETAILS ON SHEET 20 2,677 LF 2.677 LF ❑ CONCRETE DROP INLET SHT. SHEET INDEX OF SHEETS i ST. STREET i ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE SUPPLIER AND 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 2 EA 2 EA STA. STATION SHEET 1 TITLE SHEET WITH VICINITY MAP AND QUANTITIES , APPROVED BY THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF -^-TT 6' HIGH WROUGHT IRON FENCE STD. STANDARD SHEETS 2 THRU 15 STORM DRAIN PLANS CONCRETE WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER. 57 CONSTRUCT CONCRETE APRON PER DETAIL ON SHEET 20 1,145 SF 1,145 SF TB TOP OF BERM SHEET 16 & 17 LATERAL PLANS 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL 58 CONSTRUCT 12" PVC SDR-35 116 LF 116 LF 14' WROUGHT IRON FENCE DOUBLE TR TRACT SHEET 18 BASIN A OUTLET PIPES, SPILLWAY AND RISER PLAN INSTALL NO. 4 DOWELS, 24 INCHES LONG, 12-INCH CENTERS AROUND CIRCUMFERENCE OF 59 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RCFC & WCD STD. DWG. N0. 3 EA 3 EA DRIVE GATE IS IRANS177ON STRUCTURE CAST-IN-PLACE PIPE. TYR TYPICAL SHEET 19 BASIN B OUTLET PIPES, SPILLWAY, RISER AND 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. CB101 & LD202-CASE C (W=PER PLAN) a NO. 2 BACKING ROCK RIP-RAP V__ V DEPTH DOWNDRAIN TO PIPE TRANSITION DETAIL PLAN 13) CAST-IN-PLACE CONCRETE PIPE, WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY, 60 CONSTRUCT CONNECTOR PIPE COLLAR PER RCFC & WCD STD. DWG. NO. M821 PER DETAIL ON SHT. 11 1 EA 1 EA vmOx- VELOCITY(MAXIMUM) SHEET 20 HEADWALL AND MISC. DETAILS SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. SPILLWAY W WATER THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY 61 INSTALL KRISTAR FLO-GARD CATCH BASIN INSERT, MODEL NO. FF-24DC1/FF-30DC1 2 EA 2 EA W= WIDTH OF BASIN SHEET 21 LATERALS A-22, A-22A AND A-23 VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. 62 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE 2, PER RCFC & WCD STD. DWG. NO. JS229 1 EA 1 EA W.S. WATER SURFACE 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN ---STREET CENTERLINE W.W.M. WELDED WIRE MESH OWNS DEVELOPER SOILS ENGINEER 2,000 RPM. 63 CONSTRUCT 12" RCP CLASS IV 18 LF 18 LF --- STREET R/W PARDEE HOMES PACIFIC SOILS ENGINEERING, INC. - 15) CONTINUOUS INSPEC7ION AND TESTING IF CIPP PLACEMENT IS REQUIRED. 1 64 CONSTRUCT BROOKS 2424 SERIES CATCH BASIN WITH GALVANIZED GRATE 3 +EA 3 4 EA NOTE: STORM DRAIN TO BE BUILT CONCURRENTLY 10880 WILSHIRE BLVD., SUITE 1900 7715 CONVOY COURT 16) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR 7 78 LOT NUMBER WITH ROUGH GRADING. LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNA 92111 WALL THICKNESS AT A MINIMUM OF 25 CY INTO THE POUR. NOTE: ALL STORM DRAIN BEDDING SHALL CONFORM TO RCFC & WCD STANDARD M815. TELEPHONE: (310) 475-3525 TELEPHONE: (858) 560-1713 NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: AL MY 1 6Ll4 N.M.G.LENGTHENED UT.A-13;ADDED DROP INLET TO LAT.A-14;REV.LAT.A-16 FROM 36-TO 48" CERTIFICATION: �p(tSFED. 4 _ _ CITY OF LAKE ELSINORE Y SHE 1 �A 4dLY911V[ REMOVED LATS A-18&A-19;REV.UTS.A-13&14,ADDED SD EASE V&'J1-'J6'SHT.6A: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 3 TRACT NO. 30494 COAL 0 d40LL CIVIL ENGINEERING REV.LAM A-13&A-14 PROFILES,RLL0IED U75.A-18&A-19;REV.UT.A-16 FROM 36-RCP TO 48 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY � No.23434 A LAND PLANNING OF. 2 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN PLANS O O O cPP;SHT.17A;REV PROFlLES OF LINES E,E-1&F&HORIL ALIGN.OF LINEE:SHT.12A;REV PORTION //��* E, 12-31-07 * 1181 CALIFORNIA AVE, -STE.202-CORONA,CALIFORNIA 92881 P.A. 2J 30A AND 30B OF LINE D,ALL OF UT D-2 MOVED CB&ADD.GRATE INLET;SHT.19A REV.QUANTITIES;SHT.1A 0�1 O 07 951 2a0-0 FAX(951)280d1/���000 s FILE N0. y/L2 AS-BULL_7C- SNf.ETS I-ZI !-!'�� o} 10l) KEN A SEUAMLO, P.E.N0.56915 DATE STgre CIVI ��yC��P RCE 23434 Sfl3`. TWO WORKING DAYS OF CANE Al IQ�p/� BEFORE YOU DIG 3 DENNIS D. NELSON LICENSE NO. DATE W0. FOR: F.B. SLL�