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HomeMy WebLinkAboutTr 30494 SD-01 GENERAL NOTES �\ ��'I�I'��J-�•, z 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY C I T Y OF ]LAKE E L S I N O R Jll_J 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 0 NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR 774E EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR LOCATION STRUCTURES WITHIN THE LIM17S OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE R CANYON ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION N ALL UTILITIES,PIPES I CANYON HILLS PLANNING AREAS 2 9 3 O A 3 O iJ HILLS R NEWPOR RD STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING R R 1 ! ! 15 y < THE PERFORMANCE OF SHE WORK SHALL BE REPAIRED OR REPLACED BY 774E CONTRACTOR AT STORM DRAIN LINES !A! ! L ! !1 J 1 ! ! C ! (J(I !D ! RN". D 15 HIS EXPENSE TO THE SATISFACTION OF 774E GOVERNMENTAL AGENCY. RD. O ! ! ! Q� f 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD 5C 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 OOD � YN. RD THESE STANDARDS AND CODES AT ALL TIMES. \ , BUNDY CYN. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR CYN. RD ��FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT �, / / "'j 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 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS •'� j _- N TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED �� �\��. � �� / _• BY 774E CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE � o/� OPEN SPICE - � SHEET 5. IT SHALL BE THE RESPONSIBILITY OF 774E CONTRACTOR TO ARRANGE FOR 774E � '� qS � � /� \� NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY �i� V 'P" /�' _a\ - - 21 THOMAS BROS.MAP PG.28,GRID D4. COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE ' �� 'op /� CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) `� �'I _ _ - - �� - VICINITY MAP HOURS PRIOR TO BEGINNING WORK. /HE - _ ` y ��:, EI NOT TO SCALE 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE - •" L ABBREMAWNS: , REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR 1 2 -- „• a- � - OPEN SPACE ENGINEERS NOTICE SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION / - - - - - - AB AGGREGATE BASE 1. \/ �. _ —_ _ \ AC ASPHALT CONCRETE R C CONTRACTOR AGREES THAT SHALL ASSUME SOLE AND COMPLETE AND COST OF ALL EXISTING UTILITIES. _ OPEN SPACE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 7. 774E SUBDIVIDER MUST INFORM TH BC BEGINNING OF CURVEE CITY OF LAKE ELSINORE OF CONSTRUCTION i ° - _ _ - - _ - - CB CATCH BASIN REQUIREMENT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS �- REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SCHEDULE AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO 174E BEGINNING OF CONSTRUCTION. - _, CFO COMMUNITY FACILITIES WORKING HOURS THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE DISTRICT & ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING j OPEN SPACE _ - _ _ '" - - - - - _ - -_\ 1 ,. cfs 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, / �, ll CIPP CAST-IN-PLACE PIPE ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ELECTRICITY, GAS AND DRAINAGE FACILITIES. / �• - _ - �� CL CENTERLINE EXCP7ING FOR LIABILITY ARISING FROM 714E SOLE NEGLIGENCE OF THE p V LINE'B' - - - - - - - CL CLEAR OWNER OR ENGINEER. 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER V - - - _ - CUP CORRUGATED METAL PIPE \ - CSP CORRUGATED STEEL PIPE Z ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES \ \ - _ _ _ - - r - - A• 4 SHOWN ARE FOR BONDING PURPOSES ONLY. II _ ,I - � - _ _ _ �; 1 DIA. DIAMETER PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND �� ���`\m l SHEET 1 9 /� _ - _ - - _ _ r t 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 LINE'D' ;� \ -'-�- --' _ --_ - - - DL DAYLIGHT IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. 774E ENGINEER OF RECORD SHALL BE /� �� .-- - - _ DW DOMESTIC WATER ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM 714E EXISTENCE OF NOTIFIED S ANY NECESSARY REVISIONS TO 174E APPROVED PLANS THE REVISIONS SHALL '- _ O DWG. DRAWING UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON GS �s °"`"XO8 _ SHEET 6 - `EA EACH PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL _ �� EC END OF CURVE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. �� - _ _ VA PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN EL. ELE TION REC _ -- 5 r- ELEV. ELEVATION AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S SALL BE REPLACED TO CITY STANDARDS A3 APPROVED BY THE CITY ENGINEER. CENTS LI EHTIES 1 -2 s •,\ ,. m a,: ` - - - _ - EQ. EQUATION _ O�SP RESPONSIBILITY TO NOTIFY 174E OWNERS OF ALL UTILITIES OR STRUCTURES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE - - _ _ u;� EX. EXISTING CONCERNED BEFORE STARTING WORK- ACCEPTANCE IS GRANTED. -' `- < �, IN FL OWLINE 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 --' ` '` •- - __ _ - _ __ __ _ = OF CONCRETE,Ib�n2 CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY CONTRACTOR EVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF T _ _ -- - \ 't _— ---_ � f-r'T - • -T-�� TT-'�_ - 'T'-' — "— T P THE PREPARER OF THESE PLANS. _..� SCALE: 1" 160' � �'� I � --- fps �FEET PERCE 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 HGL HYDRAULIC GRADE LINE TO BIDDING FOR CONSTRUCTION. NO. DESCRIPTION CFD QUANTITY TOTAL LEGEND HP HIGH POINT IN. INCHES STORM DRAIN IMPROVEMENT " CATCH BASIN & LOCAL DEPRESSION INT- INTERSECTION PRIVATE ENGINEER'S NOTE TO 10MMCTOR CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES I INV. INVERT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE CONDUITS 32 CONSTRUCT 96" RCP CIPP ALTERNATE D-LOAD PER PROFILE 206 LF 206 LF 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 THE BEST OF OUR KNOW-EDGE, THERE ARE NO "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION', 714E CIWS SPECIAL 32A CONSTRUCT 66" RCP CIPP ALTERNATE D-LOAD PER PROFILE 139 LF 139 LF 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 8,150 LF 8,150 LF LA T. LATERAL LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL ON THE DRAWINGS APPROVED BY THE CITY ENGINEER. 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 CONSTRUCT 36" RCP D-LOAD PER PROFILE 3,158 LF 3,158 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 1,096 LF 1,096 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 330 LF 330 LF - MIN. MINIMUM BENCH MARK: 5) THE MINIMUM COVER OVER THE PIPE SHALL BE 3 FEET,MEASURED FROM TOP OF PIPE. 40 CONSTRUCT 18" RCP CLASS IV 1,595 LF 1,595 LF / NG NATURAL GROUND ELEVATION. 1400.873 6 BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 JUNCTION STRUCTURE NO. 4 NO. NUMBER DATE.. 1970 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 0-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 DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM O.CEW. ON CENTER EACH WAY THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 7) WATER DENSIFICATION METHODS FOR BACKFILLING THE PIPE WILL NOT BE PERMITTED. 43 CONSTRUCT MANHOLE NO. 4 PER RCFC &WCD STD- DWG. NO. MH254 21 EA 21 EA P.A. PLANNING AREA FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER MECHANICAL COMPACTION WILL BE REQUIRED. AN 8-INCH LIFT OF LOOSE BACKFILL PCC POINT COMPOUND CURVE 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. NO. JS227 16 EA 16 EA � CSP RISER PIPE POLE.1853732E, 1.0 FEET NORTHEAST OF 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. C8100 (W=PER PLAN) 31 EA 31 EA 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 21 EA 21 EA PSI POUNDS PER SQUARE INCH NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. AND A 140 48 CONSTRUCT CONCRETE HEADWALL AND INLET(OR OUTLET) STRUCTURE PER DETAIL ON SHEET 20 14 EA 14 EA NOT HEADWALL AND Q= FLOW RA 7E INLEE OR OUTLET STRUCTURE RCFC& RIVERSIDE COUNTY FLOOD CONTROL BASIS OF BEARING: DEGREE SEGMENT OF 771E INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES; FOR 49.CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL SHEET 19 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 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". 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER RCFC & WCD STD ON CONNECTOR PIPE COLLAR S SEWER SHOWN TRACT DWG. NO. TS303 4 EA 4 (A 140 DEGREE SEGMENT OF THE INVERT SHALL BE THICKENED BY AN ADDITIONAL 6 INCHES THE R/W RIGHT OF WAY LEN0 ON TRA THE COMBINED SCALE FACTOR AT CP 2015 IS 0.99989774 AS COMPRESSIVE STRENGTH SHALL BE 5000 PSI. � CT 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. CB110 3 EA 3 EA SD STORM DRAIN PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE 53 CONSTRUCT SPILLWAY PER PLAIN 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 AS714 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 P�RON 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 56 CONSTRUCT 14' WROUGHT IRON FENCE DOUBLE DRIVE GATE PER DETAILS ON SHEET 20 2 EA 2 EA STA. STATION SHEET i TITLE SHEET WITH VICINITY MAP AND QUANTITIES APPROVED BY THE CITY ENGINEER. NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF — 6' HIGH WROUGHT IRON FENCE SHEETS 2 THRU 15 STORM DRAIN PLANS STD. STANDARD CONCRETE WITHOUT WRITTEN PERMISSION FROM 774E CITY ENGINEER. 57 CONSTRUCT CONCRETE APRON IPER DETAIL ON SHEET 20 1,145 SF 1,145 SF S 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 �1' 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 TRANSITION STRUCTURE CAST-IN-PLACE PIPE- 59 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER RCFC & WCD STD. DWG. NO. 3 EA 3 EA 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 C8101 & LD202-CASE C (W=PER PLAN) Q9 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, VmG� 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. NO. M821 PER DETAIL ON SHT, it 1 EA 1 EA SPILLWAY W WATER THE INSPECTOR FOR THE CIPP SMALLER THAN 39"IN DIAMETER SHALL BE PERFORMED BY 61 62 CONSTRUCT CTIJUNCTION STRUCTURE NOASICASEE2T PER NO. FWCD4DCI DWG- N01 2 EA 2 EA. JS229 1 EA 1 EA W= WIDTH OF BASIN SHEET 21 LATERALS A-22, A-23 AND A-24 VIDEO CAMERA AND CORE JUST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. 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 OWNERfDEVELOPER SOILS ENGINEER 2,000 PPM. 63 CONSTRUCT 12" RCP CLASS IV 18 LF 18 LF STREET R/W PRDEE HOMES PACIFIC SOILS ENGINEERING, INC. — 15) CONTINUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REQUIRED. 64 CONSTRUCT BROOKS 2424 SERIES CATCH BASIN WITH GALVANIZED GRATE 1 EA 1 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. NOTE: ALL STORM DRAIN BEDDING SHALL CONFORM TO RCFC & WCD STANDARD M815. ----� WITH ROUGH GRADING. TELEPHONE: (310) 475-3525 TELEPHONE: (858) 560-1713 D NO. DATE BY REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY., r o ✓ MOOS/f- ����3ofL/NE3�`,�/ F4�/O//OP/L o 03 CERTIFICATION: �aQROFEssiNq� CITY OF LAKE ELSINORE p I1e r �-+ �1 A SHEET., u 4-' AZ-/6.</�'1GrV 0 61,0�e- THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 4,� fps�Z TRACT NO. 30494 p W p 2 CIVIL ELA NEEY2ING C;QL��400�� 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Clll' � No.23a34 � LAND PLANNING OF: 21 n AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STORM DRAIN PLANS O� ® ,1 't Exp. 12-31-07 * 1181 CALIFORNIAAVE. -STE.202-CORONA,CALIFORNIA 92881 P.A. G9 30A AND 30B 4�94183 5 CALO, ...�— C►ATE (95(1(yq��I6,04///��/q FAX(951)28G4150F7LE NO. TWO WORKING DAYS 6 KEN A SEUMALO, P.E.N0.569/5 DATE SJ�TF OFI CAUEO��\P `�'-`L RCE 23434 /Ll0(Or2 O7,O� BEFORE YOU DIG 7 DENNIS D. NELSON LICENSE NO. DATE 1 W.O. I FOR: IF.B.