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HomeMy WebLinkAboutTr 30494 SD-03 GENERAL NOTES CITY O F LAKE ELSINORE 74 p 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 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 V �T 1 R LOCATION STRUCTURES WITHIN THE LIMITS E THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE CANYON.C�J \ HILLS PLANNING AREAS 9 3 O A CJ 1J CANYON ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR HILLS R NEWPO RD STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING I - 15 y THE PERFORMANCE OF THE WORK SHALL THE REPAIRED OR REPLACED BY THE CONTRACTOR AT STORM DRAIN LINES 'A' 'B ' 'B - 1 HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. C,R,j,RD- 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD 9 9 9 SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE �� RD SCOTT RD COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH - IMPROVEMENT PLAN ocessi OTTONWOOD THESE STANDARDS AND CODES AT ALL TIMES. / oea A M O BUNDY CYN. CYN, RD J. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR •` �� �� °' 'a`°�, FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT \ - i �� l _m IN INTON KEITH RD (909)-674-3124,EXT.247,BETWEEN 774E HOURS OF 9.00 A.M. TO 4.00 P.M.,MONDAY \ � ':� j - \ " N a THROUGH FRIDAY. \ /% e OPEN SPACE 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED \ ,%i� s"�-- vj" FOF CALIF BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. �\ �j\ ✓°' ��SPACE REVISIONBPREPARED BY - SHEET MAYERSANDASSOCIATES 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE �� `� •b _ -_ 21 'I 19 Spectrum Pointe Dri- Suite609 NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY i '-� ,,� - _ _ _ - \ Lake Forest CA92630 THOMAS BROS.MAP PG.28.GRID D4. COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. 774E CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) VICINITY MAP \ \ / �� \ HOURS PRIOR TO BEGINNING WORK. - - NOT TO SCALE 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE -0 L;. �„ _ A�, � .'=1 �BR�f�A'� �._ REPRESENTATIVE AT THE JOB SI7E AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR 12 _ - ;\.. ' ENGINEER'S NOTICE SHALL BE RESPONSIBLE FOR 714E CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION %•� - „ „„ - - - - - - - _ _ _ OPEN SP� `-�• AND COST OF ALL EXISTING UTILITIES. / - - _ 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE � AB AGGREGATE BASE OPEN SPACE AC ASPHALT CONCRETE RESPONSIBILITY FOR JOB SIZE CONDITIONS DURING 174E COURSE Of _ - - - BC BEGINNING OF CURVE 7. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION , ° _ _ h CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS SCHEDULE AT LEAST FORTY-EIGHT 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. - - �� CB CATCH BASIN REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ( ) +\ - s CFO COMMUNITY FACILITIES DISTRICT WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING OPEN SPACE •• - - '�' i CfS CUBIC FEET PER SECOND OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR THE S7REET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, _ - CIPP CAST-IN-PLACE PIPE ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ELECTRICITY, GAS AND DRAINAGE FACILITIES. _ EXCEP71NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE o LINE�° CL CENTERLINE � - - _ ' - - _ 7 CL CLEAR OWNER OR ENGINEER. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER \\' �,. - Y - CMP CORRUGATED METAL PIPE ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES _- - - CSP CORRUGATED STEEL PIPE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON SHOWN ARE FOR BONDING PURPOSES ONLY. \ -,`� \ \* � _ / s- _ _ „I_ „i_,„i„ _ _ T DIA. DIAMETER PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND \J\ Bi _ - t - 0 „ -'( OL DAYLIGHT GRANITE MPROIEMENTS HEREON, AGRETENT. THE OWNER,BY ES TOO THESE PLANS ASSUME LIABILITY ANPROCEEDING OLD 7H� TME ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE ,^ V b - .�' �\ -�- - _ '� 1 _ OW DOMESTIC WATER ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 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 xa+�+ � " LINE A DWG. DRAWING UNDERGROUND UTILITIES SE CONSTRUCTED AT REPORTED OR INDICATED O • �� 1,, �EA EACH PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ` \�\ ,.• - - �; _ ---- SHEET BA EC END OF CURVE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE - _ EL. ELEVATION PRECAUTIONARY MEASURES TO R07ECT THE UTILITIES OR STRUCTURES SHOWN - - =��3---.._ - CONTRACTOR'S 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL ��.\\'� - -' _ - `5 ELEV. ELEVATION AND ANY OTHER FOUND AT THE SITE IT SHALL BE THE BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIfS �••'•>. - - - "- •�' OPEN SPACE EQ. EQUATION RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE _f _ - EX EXISTING �`'•., ^•� �� CONCERNED BEFORE STARTING WORK. ACCEPTANCE IS GRANTED. -`-...._...._. _.-..-�� _ _ \•' ' - - �\ _ � FL FLOWLINE _ C�/ MAP. FG FINISH GRADE J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE >- --� ' _ INDEX MAP fc 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 -1 �� l --- - - - '- -'" ` l SCALE: 1'=160' OF CONCRETE 16/n1 CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF -"-- `-"'- ----""----�, -'----------- -r'.-T_^"T--r -r-T--r- ,--r -•--r ----_-----T- fps FEET PER SECOND 714E PREPARER OF THESE PLANS. -r--� I-7--r--ram- 1 f_ ,- -.. --�-r-r-- FS FINISH SURFACE _ INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT - 4. OUAN7I72ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL TIME FRAME OF PROJECT GB FEET BREAK CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS TO BIDDING FOR CONSTRUCTION. CONSTRUCTION NOTES and QUANTITY ESTIMATE ��/±��� HGL HYDRAULIC GRADE LINE CONTRACTORS SHALL RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR NO. DESCRIPTION CFD QUANTITY TOTAL LEG= HP HIGH POINT CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES STORM DRAIN IMPROVEMENT r� CATCH BASIN & LOCAL DEPRESSION IN. INTTEERSEC71ON PRNATE ENGINEER'S NOTE TO CONTR4CTOR INVERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE,CONDUITS 32 CONSTRUCT 96" RCP CIPP ALTERNATE INV D-LOAD PER PROFILE 206 LF 206 LF IN JUNCTION STRUCTURE OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF 774E 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE ----- STORM DRAIN ", THE CITY'S SPECIAL 3� CONSTRUCT 66" RCP CIPP ALTERNATE D-LOAD PER PROFILE 139 LF 139 LF L= LENGTH AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 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 DEPARTMENT OF PUBLIC WORKS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U71LITY MANHOLE N0. 1 2) ONCAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS S140WN AS AN ALTERNATE LAT. LATERAL LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL 3 CONSTRUCT 48" RCP CIPP ALTERNATE) D-LOAD PER PROFILE 8,240-&,+58•LF 8,240 •8;4.56•LF ON THE DRAWINGS APPROVED BY THE CITY ENGINEER. Q t8 POUNDS LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES CONDUITS OR 3) CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO 37 -CONSTRUCT 36" RCP D-LOAD PER PROFILE 255 345-LF 255 34&LF MANHOLE NO. 2 LF LINEAR FOOT STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE 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 Q 39 CONSTRUCT 24" RCP CLASS IV 350 333<LF 350 337-LF - MIN. MINIMUM BFNCH��q/ 5) THE IMI MUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE 1 40 CONSTRUCT 18" RCP CLASS IV 1,870 LF 7,870 LF /i NG NATURAL GROUND ELEVATGN: l400.8 f JUNCTION STRUCTURE NO. 4 NO. NUMBER DATE: 1970 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 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 - PERCENT OF ITS DESIGN STRENGTH. NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE O.C. ON CENTER 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 O.C.EW. ON CENTER EACH WAY DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM 22.0 7) WATER DENSIFTCA770M METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. 43 CONSTRUCT MANHOLE NO. 4 PER RCFC &WCD STD. DWG. NO. MH254 21 EA 21 15 P.A. PLANNING AREA THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY F 1WER MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFTLL PCC POINT COMPOUND CURVE FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER "SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, CAS 44 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER RCFC & WCD STD. DWG. N0. JS227 14 i6 EA 14 4&EA � CSP RISER PIPE POLE 9 1853732E 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS DISK 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 1, PER RCFC & WCD STD. DWG. NO. JS229 9 EA 9 EA PRC POINT REVERSE CURVE 8) A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE INLET TYPE X GRATE & 46 CONSTRUCT CATCH BASIN PER RCFC& WCD STD. DWG. NO. CB100 (W=PER PLAN) 31 EA 31 EA c3 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 -1+EA 13 -+4 EA CONCRETE HEADWALL AND Q. FLOW RAT �• DEGREE SEGMENT OF 774E 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 CONCRETE COLLAR WCD &WATER CONSERVATION DISTRICT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, GRID THICKENED BY AN ADDITIONALRCP REINFORCED CONCRETE PIPE 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 ME17". 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES. THE R/W RIGHT OF WAY I.E.N0621'37 E THE COMBINED SCALE FACTOR AT CP 2015 IS 0.99989774 AS 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. NO. TS303 4 EA 4 EA CONNECTOR PIPE COLLAR S SEWER SHOWN ON TRACT MAP 29568,M.B.299/1-5. COMPRESSIVE STRENGTH SHALL BE 5000 PSI. -- -- 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW IT TO BE WORKED INTO CA52 CONSTRUCT CONCRETE DROP INLET PER RCFC& WCD S . DWG. N0. CB110 2 3 EA 2 -3 EA SD STORM DRAIN PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE 53 CONSTRUCT SPILLWAY P LAN 3,795 SF 3,795 SF Kl= DOWNDRAIN TO PIPE TRANSITION SHLDR SHOULDER SHALL HAVE A SLUMP OF 2"PLUS OR MINUS 1'. SS SANITARY SEWER 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 1 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 ST. STREET ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE SUPPLIER AND SHEET 1 TITLE SHEET WITH VICINITY MAP AND QUANTITIES 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 2 EA 2 EA STD. STATION SHEETS 2 THRU 15 STORM DRAIN PLANS APPROVED BY 174E CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF -x-»-r- 6' HIGH WROUGHT IRON FENCE STD. STANDARD 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 i6 & 17 LATERAL PLANS 11) AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL 58 CONSTRUCT 12" PVC SOR-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 DRIVE GATE IS 7RANS17ION STRUCTURE CAST-IN-PLACE PIPE. 59 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RCFC& WCD STD. DWG. NO. 3 EA 3 EA I'M 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, Vmae VELOCITY(MAXIMUM) SHEET 20 HEADWALL AND MISC. DETAILS SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. 60 CONSTRUCT CONNECTOR PIPE COLLAR PER RCFC& WCD STD. DWG. N0. M821 PER DETAIL ON SHT. 11 1 EA 1 EA SPILLWAY W WATER THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY 61 INSTALL KRISTAR FLO-CARD CATCH BASIN INSERT, MODEL NO. FF-24DCl/FF-30DG 2 EA 2 EA W= WIDTH Of BASIN SHEET 21 LATERALS A-22, A-224 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 -STREET CENTERLINE WWM. WELDED WATER 14) TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN 174E SOIL IS GREATER THAN ES14 OWNE DEVELOPER SOILS ENGINEER - 2,000 PPM. 63 CONSTRUCT 12" RCP CLASS IV 18 LF 18 LF -STREET R/W PARDEE HOMES PACIFIC SOILS ENGINEERING, INC. 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED: 1 64 CONSTRUCT BROOKS 2424 SERIES CATCH BASIN WITH GALVANIZED GRATE 3 4 EA 3 9-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 LOT NUMBER LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNIA 92111 WALL THICKNESS AT A MINIMUM OF 25 CY INTO THE POUR. - WITH ROUGH GRADING. TELEPHONE: (310) 475-3525 TELEPHONE: (858) 560-1713 NOTE: ALL STORM DRAIN BEDDING SHALL CONFORM TO RCFC &WCD STANDARD M815. NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: QROFEss1oV CITY ®F LAKE ELSINORE 1 pp � 1 6/14/07 N.M.G.lENG11TENED LIT.A-13;ADDED DROP INLET TO LAT.A-14;REV.TAT.A-16FROM 36'TO 48" CERTIFICATION: u REMOVED LATS A-18&A-19;REV.LAM A-13&14,ADDED SD EASE V&'A'-'J6'SHT.6k THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ���\S N� � - � _ TRACT NO. 30494 6Q�"T� APPROPRIATE CONDITfONS OF DEVELOPMENT AND/OR CITY 'y CIVIL ENGINEERING REV.LATS.A-13&A-14 PROFILES,REMOVID LATS.A-18&A-1%REV.LAT.A-16 FROM W-RCP TO 48 s No.23434 LAND PLANNING OF: 21 RI o AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN PLANS Ij O CIPP;SHT 17k REV.FROTILES OF D E.SIL DIES E,E-1&F&NORM ALIGN.OF LINE E 121;REV.PORTION * Ex 12-31-07 * 1181 CALIFORNIA AVE. •STE.202•CORONAAX(95CALIFORNIA)28PI4881 P.A. 29 30A AND 30B E d OF LINE D,ALL OF UT D-2,MOVED CB&ADD.GRATE INLET;SIT.19k REV.QUANTITIES;SIT to 09 O 7 P (951�2[//60y(�J///i�(g4 FA%(951j280-415,0 � FILE NO. TWO WORKING DAYS ® 316112 GAM SEESHEETI8A&19A y1t KEN A.BEUMALO, P.E.NO.56915 �� �lVrf OFICAUFO��\P RCE 23434 8/73Z;l BEFORE YOU DIG /E( �A• AS-13u1 T 'S' - ______ y/3 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: F.B.