Loading...
HomeMy WebLinkAbout07-106A GENERAL NOTES C I T-V O F F A K E E E S I �1�l T ® IR E i. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 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 NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE TRACT N O . 30494 SITE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR LOCATION STRUCTURES WITHIN THE LIMITS THE PROJECT. THE CONTRACTOR I REQUIRED TO TAKE CANYON HILLS PLANNING AREAS 2 , 3 O A, 3 O B ,5 ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, ITIES, PIPES OR CANYON STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING HILLS R NEWPOR RD THE HIS EXPENSEATOC 774E SATISFACTION OF THE OF THE WORK SHALL BE RGOVERNMENEPAIRED T ALEAGENCD BY THE CONTRACTOR AT !A 9 , !B 9 ! B - 1 ! ! C ! 8c !D ! LROAD y 15 STORM DRAIN LINES �Y�t'RD' o P�F� 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD 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 THESE STANDARDS AND CODES AT ALL TIMES. / / °QR° ES BUN DY CYN. OTTONWOOD CYN. RD 4 A 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 \ �\ / %��`�� _� / z CLINTON KEITH RD (909)-674-3124, EXT. 247,BETWEEN THE HOURS OF 9.00 A.M. TO 4:00 P.M., MONDAY C THROUGH FRIDAY. A %� \e �� �/�� - �.f� OPEN SPACE s moo. 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS i TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. �\ ,� '� �� "` OPEN SPACE : �+T (i- REVISION�PREPARED BY S H E E T ��G MAYERS AND ASSOCIATES 5. IT SHALL LO THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE b O/�� ",,19 ��; 19 Spectrum Pointe Drive•Suite 609 NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY �j� `\� ry+ �t - ,.� _ '�� 2� I I Lake Forest,CA 92630 THOMAS BROS.MAP PG.28,GRID D4. COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE p CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) \ \, � � -�' _ VICINITY MAP HOURS PRIOR TO BEGINNING WORK. �:� ` °"'� ,�� -- _ - _-- _ - I��. i SHE - - - - - - \ NOT TO SCALE 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE 1 2 't smccr \ ABBREVIATIONS: REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR ��- _ _ _ - - -` � \ OPEN SPACEENGINEER'S NOTICE SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION \�� _ - - - _ l AB AGGREGATE BASE AND COST OF ALL EXISTING UTILITIES. / .� _ _ - L CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE OPEN SPACE AC ASPHALT CONCRETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 7. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION '� ° or - _ -�� I�.,' BC BEGINNING OF CURVE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 774IS " "' •• "! " - - CB CATCH BASIN SCHEDULE AT LEAST FORTY-EIGHT 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. - �'�; REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ( ) __ - _ -� - \ CFO COMMUNITY FACILITIES 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL DISTRICT WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE IN PLACE PRIOR TO PAVING OPEN SPACE _ - - - _ - .:u )' \ I CIS 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 THIS PROJECT ELECTRICITY, GAS AND DRAINAGE FACILITIES. ( - - - _ - "^ °F- ,( �� CL CENTERLINE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ��� ' UNE�• - a - - - - " } CL CLEAR OWNER OR ENGINEER. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER �� - - _ - CMP CORRUGATED METAL PIPE ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES _ _ - - CSP CORRUGATED STEEL PIPE Z ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED OR FOUND ON SHOWN ARE FOR BONDING PURPOSES ONLY. �' SHEET 19 _ I - _�"i,. _i„ _ " - X I DIA. DIAMETER PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND _ T \ �.. _ ' ' " I -•-_ �'c DG DECOMPOSED GRANITE EXTENT. THE OWNER, BY ACCEP77NG THESE PLANS OR PROCEEDING WITH THE 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND � `o`\_ N _ -, _ '(" " T P-^ - - - _ _ - " - _ - -d DL DAYLIGHT IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. 174E ENGINEER OF RECORD SHALL BE D Jp ^• •^..' -'.I• I" - -r /� �' ^- - _ DW DOMESTIC WATER ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL LINE*9 DWG. DRAWING UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL � �: ��-�?, - .``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 6A Ec ED OF CURVE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE EL. ELEVATION PRECAUTIONARY MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES SHOWN 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL �'� C - =- -_� �: 5 ELEV. ELEVATION AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES 3 �•'••,, - _ - _ - -_ NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES - ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE __ _ ��, V� \ II £X. EXISTING CONCERNED BEFORE STARTING WORK. OPEN EQ. EQUATION RESPONSIBILITY TO NO ACCEPTANCE IS GRANTED. ---"----""'-=-""7 ���••, _ `T `��• FL FLOWLINE J � ?' - �\ E" INDEX MAP FG FINISH GRADE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, _ _ 3. 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE �� > -_ _ 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, 774E l — _ - - - SCALE: 1•=160' OF CONCRETE, Ib�n CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF —"— -"" —"-----�, -"——------ ..T-_ --^--r1 7-----j 17 ---r-r7 ��-r T I r,-�- �-•-�- ;--I I , r-� --- ------T IDS FEET PER SECOND THE PREPARER OF THESE PLANS. INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT FS FINISH SURFACE MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL TIME FRAME OF PROJECT FT FEET 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. GB GRADE BREAK CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS. CONSTRUCTION NOTES and QUANTITY ESTIMATE �r/��A�'�n HGL HYDRAULIC GRADE LINE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR NO. DESCRIPTION CFD QUANTITY TOTAL i�f�iif.ND HP HIGH POINT TO BIDDING FOR CONSTRUCTION. t STORM DRAIN IMPROVEMENT �®_ INCHES CATCH BASIN & LOCAL DEPRESSION IN. INTERSECTION PRIME ENGINEER'S NOTE TO CONTRACTOR CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES I(� INV. INVERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE CONDUITS 1) CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE 32 CONSTRUCT 96" RCP CIPP ALTERNATE D-LOAD PER PROFLE 206 LF 206 LF STORM DRAIN JS JUNCTION STRUCTURE OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF 174E "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", THE CITY'S SPECIAL 32A 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 LACOPW 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 UTILITY 2) CAST-IN-PLACE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE MANHOLE N0. 1 ON THE DRAWINGS APPROVED BY THE CITY ENGINEER. Q 35 CONSTRUCT 48" RCP (CIPP ALTERNATE) D-LOAD PER PROFILE 8,240-8,156-LF 8,240 -&,-l56-LF LAT. LATERAL LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LB 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 C NSTRUCT 36" RCP D-LOAD PER PROFILE 255 -345-LF 255 315-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 Gz� JUNCTION STRUCTURE NO. 2 MAX. MAXIMUM ENGINEER. 39 CONSTRUCT 24" RCP CLASS IV 350 337-LF 350 537-LF � MIN. MINIMUM BENC 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET, MEASURED FROM TOP OF PIPE. 40 CONSTRUCT 18" RCP CLASS IV 1,870 LF 1,870 LF i NG NATURAL GROUND ELEVATION: 140.673 6) BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 /ram JUNCTION STRUCTURE NO. 4 NO. NUMBER DATE., 1970 PERCENT OF 17S 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 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. ON CENTER DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM 7 WATER DENSIFICA71ON METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. O.C.E.W. ON CENTER EACH WAY THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 43 CONSTRUCT MANHOLE NO. 4 PER RCFC &WCD STD. DWG. NO. MH254 21 EA 21 EA P.A. PLANNING AREA MECHANICAL COMPACTION WILL 8E REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFILL FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL PLACEMENT, 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC &WCD STD. DWG. NO. JS227 14 +&EA 14 4&EA C CSP RISER PIPE PCC POINT COMPOUND CURVE POLL#1853732E LO 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 INLET TYPE X GRATE & 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 c 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 Q1 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 RATE �♦ rA 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: 49 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19A 10 EA 10 EA WCD &WATER CONSERVATION DISTRICT VELOCITIES GREATER THAN 20 FT/SEC, THE 140 DEGREE SEGMENT OF THE INVERT SHALL BE CONCRETE COLLAR THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, GRID THICKENED BY AN A00171ONAL 4 INCHES,FOR VELOCITIES GREATER THAN 25 FT/SEC, THE 50 CONSTRUCT CSP RISER PIPE 3 EA 3 EA RCP REINFORCED CONCRETE PIPE BEARING BETWEEN N.G.S. STATION"WIL.DOMAR"AND N.G.S. STATION"MEIZ". 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 0.99959774 AS 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. N0. TS303 4 EA 4 EA 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 CA52 CONSTRUCT CONCRETE DROP INLET PER RCFC& WCD STD. DWG. NO. CB116 2 3 EA 2 3 EA SO STORM DRAIN PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE 53 CONSTRUCT SPILLWAY PER LAN 3,795 SF 3,795 SF DOWNDRAIN TO PIPE TRANSITION SHLDR SHOULDER SHALL HAVE A SLUMP OF 2"PLUS OR MINUS 1". SS SANITARY SEWER 10) FLY ASH,MEETING ASIM 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 INM OF SHEETS ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED BY THE SUPPLIER AND HE ST. STREET SHEET i TITLE SHEEP WITH VICINITY MAP AND QUANTITIES 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 2 EA 2 EA STA. STATION APPROVED THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF ><-x-x- 6' HIGH WROUGHT IRON FENCE CONCRETE WITHOUT WRITTEN PERMISSION FROM THE CITY SID. STANDARD SHEETS 2 THRU 15 STORM DRAIN PLANS 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 STIR-35 116 LF 116 LF �1 14" WROUGHT IRON FENCE DOUBLE TR TRACT INSTALL NO. 4 DOWELS 24 INCHES LONG, 12-INCH CENTERS AROUND CIRCUMFERENCE OF SHEET 18 BASIN A OUTLET PIPES, SPILLWAY AND RISER PLAN CAST-TN-PLACE PIPE. 59 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RCFC& WCD STD, DWG. NO. 3 EA 3 EA DRIVE GATE TS TRANSI7ION STRUCTURE S, SPILLWAY, RISER AND 12) THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. C8101 & LD202-CASE C (W=PER PLAN) NO. 2 BACKING ROCK RIP-RAP TYR TYPICAL SHEET 79 DOWNORAIN TO PIPE BASIN B OUTLET ETRANSITION 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 mO>r VELOCITY(MAXIMUM) SHEET 20 HEADWALL AND MISC. DETAILS SHALL NOT BE PLACED EXCEPT IN 774E PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. SPILLWAY W WATER 774E INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY 61 INSTALL KRISTAR FLO-GARD CATCH BASIN INSERT, MODEL NO. FF-24DCl/FF-30DC1 2 EA 2 EA W= WIDTH OF BASIN SHEET 27 LATERALS A-22, A-22A AND A-23 VIDEO CAMERA AND CORE JUST PRIOR TO 774E FINAL ACCEPTANCE OF THE SYSTEM. W.S. WATER SURFACE 62 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE 2, PER RCFC & WCD STD. DWG. NO. JS229 1 EA 1 EA 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 PPM. 63 CONSTRUCT 12" RCP CLASS IV18 LF is LF 15 CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED: —--—STREET R/W PARDEE HOMES PACIFIC SOILS ENGINEERING, INC. 1 64 CONSTRUCT BROOKS 2424-SERIES CATCH BASIN WITH GALVANIZED GRATE 3 �-EA 3 -1-FA NOTE: STORM DRAIN TO BE BUILT CONCURRENTLY 10880 WILSHIRE BLVD., SURE 1900 7715 CONVOY COURT i6) CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR (1;'F',,1 LOT NUMBER LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNIA 92111 WALL THICKNESS AT A MINIMUM OF 25 CY INTO THE POUR. NOTE: ALL STORM DRAIN BEDDING SHALL CONFORM TO RCFC & WCD STANDARD M815. I WITH ROUGH GRADING. TELEPHONE: (310) 475-3525 TELEPHONE: (858) 560-1713 NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: QROFEssloNq CITY OF LAKE ELSINORE 1 AL I2Te�r 1 6/14/07 N.M.G.LENGTHENED LAT.A-13;ADDED DROP INLET TO EAT.A-14;REV LAT.A-16 FROM 36•TO 48• CERTIFlCATION: �o �S p� N (F = p� w� A SHE �A 4TY".m D REMOVED LATS.A-18&A-19;REV.LATS.A-13&14;ADDED SO EASE. &'JI'-'J6'SHT.6A; THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE y 4�'� eoo'G -- - - -- TRACT �vO. 30494 W p 2 CIVIL ENGINEERING REV.EATS A-13&A-14 PROFILES,REMOVED EATS.A-18&A-19;REV LAT.A-16 FROM 36•RCP TO 48 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY a No.23434 A LAND PLANNING OF., 2 o AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN PLANS O O O CIPP;SHE 17A;REV.PROFILES OF LINES E,E-1&F&HgiIZ ALIGN.OF LINE E;SHL12A;REV PORTION '�JLSLSo��� OF LINE D,ALL OF LAT D-Z MOVED CB&ADD.GRATE INLET,SHT.19A;REV QUANTITIES;SHT.1A * Exp. 12-31-07 * 1191 CALIFORNIA AVE. -STE.202-CORONA,CALIFORNIA92801 P.A. 29 30A AND 308 17L'�L5 UC7J� 07 O 07 (951 2eo 4 FAx 1-)2 GA 0 1✓ FILE NO. ® 316112 GAM SEESHEET18A619A KEN A.SEUMALO. P.E.N0.56915 DATE 'I�q CIVIL C��P TWO WORKING DAYS Ll2 rFOF OAUFp� ' RCE 23434 8/T3 BEFORE YOU DIG 3 DENNIS D. NELSON LICENSE NO. DATE W,O. FOR: F.B.