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HomeMy WebLinkAbout03-46_03-49 1 I GENERAL N�NOTOTES E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY C IL T'i7 OF 1 ,A] 1 E E IL S 1 N O R E o PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE I or I O RECORDS. APPROVAL OF THESE PUNS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE I RNCE O NINON- AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, PARCEL MAP N o . 30962 74 NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE SUEe ALL DUE PRECAUTIONARY MEASURES FOR THE PROTEC77ON OF ALL UTILITIES, PIPES OR LOCATION STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON HILLS PLANNING AREA 14 CANYON AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 15 HILLS R NEWPORT RD 2. ALL WORK SHALL CONFORM 70 C OF LIKE ELSINORE CODES, STANDARD STORM DRAIN LINE 9 A 9 IMPROVEMENT PLAN SPSPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE Rp, cr COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 9� 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR �0 RD SCOTT RD FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT \ 07FONWOOD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONOAY BANDY CYN. CYN. RD THROUGH FRIDAY. CLINTON KEITH RD 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH GLTRANS 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 1 N I '� 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE YQN - ILLS OAD NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY PM 29549 ,r '" w Q COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE O1 w \P CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) • rw w '• m sx ,,, = a \ p�0 HOURS PRIOR TO BEGINNING WORK. 11' 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE THOMAS BROS.MAP PG.28,GRID D4. REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR �« « ve m u r ■ 11 �� \pO SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION - VICINITY MAP AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE "' '• ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE w r « a \\ NOT TO SCALE BEGINNING OF CONSTRUCTION. «a w w a r r w n 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE w u '• • '> \C,Q STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, '•' w '• s r r a \F GAS AND DRAINAGE FACILITIES. \� ENGINEER'S NOTICE w w w r • n e • a 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ,r u w w w r a r • \ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, a '� ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES '• a r Z w ,r ' r w \ INCLUDING SAFER'OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL SHOWN ARE FOR BONDING PURPOSES ONLY. ,r w w I r w w w w w « r • ■ " r \ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE X 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND w w 19 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER ELEVA77ONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE w r w r a r a r « HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH b NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LABILITY ARISING BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL - - - FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON r 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL R C O r r r a r « « « « « PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES 9 19 '* ( THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE _ HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ACCEPTANCE IS GRANTED. ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR —— —— —— STRUCTURES NOT REPORTED OR INDICTED ON PUBLIC RECORDS, OR THOSE 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, INDEX MAP THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH SCALE. 1•-200' U17LMES OR STRUCTURES CONCERNED BEFORE STARTING WORK. AN APPROVED SET OF IMPROVEMENT PLANS. 3. THE ENGINEER PREPARING THESE PUNS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES TO THESE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER 1)Construction materials and method shall conform to the latest edition of the'Standard Specification OF THESE PLANS. for Public Works Construction',the City's Special Provisions and these plans. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 2)Cast-In-place concrete pipe shall not be used unless it is shown as an alternate on the drawings CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO approved by the City Engineer. BIDDING FOR CONSTRUCTION. 3)Trenching and backfliling shall be performed only in the presence of the soils engineer. 4)The minimum cover over the pipe shall be 3 feet, measured from tap of pipe. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 5)Backfilling of the pipe shall not be done until the concrete has developed 80 percent of Its design THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPE, CONDUITS OR strength.No traffic shall be permitted an top of the pipe until the concrete has attained Its design strength. STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTIL177ES EXCEPT AS SHOWN ON THESE PUNS. THE CONTRACTOR IS REQUIRED TO 6)Watar densifleation methods for bockfYling the pipe will not be permitted.Mechanical compaction will TAKE DUE PRECAUTONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON be required.An 8-Inch lift of loose bad.ll shading'over the pipe will be permitted 24 hours after THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LABILITY AND L° Initial placement,provided the forme are still In place at the time of shading. RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT k SHOWN ON THESE DRAWINGS. 7)Concrete shall be Class 560-C-3250(Minimum).Cement shall be Type 11 or V as specified by soils teats. 8)The consistency of the concrete shall be such as to allow It to be worked Into place without segregation. The concrete far the cast-in-place concrete pipe shall have a slump of 2'plus or minus 1' BENCH AMRK.- 9)Fly ash,meeting ASTM C 618,may be used to substitute for cement(up to 15 percent of cement by LEVATION.' 1400.873 weight).When fly ash Is used, water reducing agents meeting ASTM Designation C 494 will permitted LUTE 1970 In amounts recommended by the supplier and approved by the City Engineer. RIVERSIDE COUNTY DESIGNATION:E-14-70 DESCRIPTION.,2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE No other admixture shall be used In any class of concrete without written permission from the City Engineer. INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET CONSTRUCTION NOTES and QUANTITY ESTIMATE NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE N0. DESCRIPTION QUANTITY UNIT 11853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN 10)At the end of all pours and the and of each working day,the Contractor shall Install No.4 dowels,24 THE TOP OF CONCRETE POST E-14-70. Inches long,12—inch centers around circumference of coat—in—place pipe. STORM DRAIN IMPROVEMENT 11)The maximum earth cover shall be 20 feet from the top of pips. 30 CONSTRUCT 96'CIP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 1,380 LF SOILS ENGINEER 31 CONSTRUCT 84'CIP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 585 LF PACIFIC SOILS ENGINEERING, INC. BASIS OF BEARING: 12)The Inspection for the CIPP smaller than 39'In diameter shall be performed by video camera and 32 CONSTRUCT MANHOLE NO. 2 PER RCFC& WCD STD. DWG. NO. MH252 6 EA 7715 CONVOY COURT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, core just prior to the final acceptance of the system. 33 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 4 1 EA SAN DIEGO, CALIFORNIA92111 GRID BEARING BETWEEN N.G.S. STATION '1WLDOMAR'AND N.G.S. STATION TELEPHONE: (858) 560-1713 METZ'. I.E. N06.21'37 E THE COMBINED SCALE FACTOR AT CP 2015 _ 73)Type V cement shall be used If the sulfate content in the soil Is greater than 2,000 ppm. 34 CONSTRUCT RISER PER DETAIL ON SHEET 4 2 EA IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. 35 CONSTRUCT 84'RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 27 LF GRID = GROUND x COMBINED SCALE FACTOR 14)Continuous Inspection and leafing If CIPP placement la required. RIP-RAP(FACING) 1,630 C.Y OWNER/DEVELOPER 15)Up to 20 FPS velocity is permitted for normal design.2-Inch,thickened Invert shall be specified on CHAIN LINK FENCE 1,250 lF PARDEE CONSTRUCTION COMPANY 10880 WILSHIRE BLVD., SUITE 1900 plans for velocities of over 20 FPS.No greater than 30-FPS velocity is permitted in cast-in-place ACCESS ROAD (PCC) 33 .Y. LOS ANGELES, CALIFORNA 90024 pipes.Invert thickening shall be accomplished by overexcowting the trench 2 Inches in depth and TELEPHONE: (310) 475-3525 'shimming up'the pipe machine mandrel 2 Inches higher. UPDATE DATE DESCRIPTION CERTIFICATION: SHEET 1 OF SHEETS SHEET 1 TITLE SHEET WITH VICINITY MAP I THESE PLANS NAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRATE CONDITIONS SHEET 2 THRU 4 STORM DRAIN PLAN I O 2 OF DEVELOPMENT ANDIOR CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. AND PROFILE (O�3 lf°..s �d12.�,r L-2-o7 M 4 0 _ NNE L, RC NO. 26603 LeAMER&WUP0 @MVM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL APPROVED BY: PREPARED BY: i�p f a� Ic3 �'��yj ON4� _ CITY OF LAKE ELSINORE z (G'M7 fI 01 2�y�O N�29RTC Ca CIVIL ENGINEERING PARCEL MAP NO. 30962 SHEET: 3 2 Z !� C 9 n O Q 0 LAND PLANNING NG OFfW � STORM DRAW � ''A OF: 4 4LANDI + 5 CRY ENGINEER R.C.E.NO. A, anew:3-31-2007S* 1181 CALIFORNIACALIFORNU AVE. •BTE.102•CORONA,CALIFORNIA 112ee1 n TWO WORKING DAYS 6 SqT 1V1 3 909)2e0-4144 FAX(909)2e0.4150 IMPROVEMENT PLAN FILE NO. BEFORE YOU DIG 7 DATE: EOF CAUF� RICE 29242 JOSEPR HANTGE LICENSE NO. EXP. DATE W.O. 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N0. 801 I — PAD-1558.1 M 1 " ' 16 2 CONCRETE V- A O PAD=1556.0 ELEVATION SECTION D-D _ N'; © / ,1 GH GI;14DE PLAN BOF H S EXIST. TOE D �g o � PER ROUGH GRADING PLAN a " r*E o B � 3�5� `� 2:1 �n / 2:1 SLOPE 17 -H. i _ _ � � 5 CHAIN LINK FENCE PER ON RCFC k WCD DWG.M801 PER PAPWAOSTDTIPLANB4360E 0, (AROUND PERIMETER OF HEADWALL) 1 2 B P �eE�ow raoFn sL ---� V / , SECTION 1 ^�►p�w I h \ \ \� 2' I O SLOPE PROTECTION BARRIER PER APWA STD PLAN 360-0 1 \ MANNE DET L BO 5 SEE RIP-RAP CHANNEL DETAIL �'/ \\ \�\ D \ ` (1/4AAS TON RIP-RAP VHTO GRAD.) 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L E F W (BOTH WAYS) o p, o e ry, �y o 01 96' 9'-10 3 4• 5'-6' 1 -3' 1 W °° 9s•m°cs.P.°e 2'-0' NOTES: a GRATE ; e o 0 0 (Typ) I. SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. BOTTOM OF CHANNEL 1 RIPRAP GRADATION 4' MIN L3" x 2-1/2" x 3/8' �2X e o 0 0 0 276 2 TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN THE GRADE IS 3%OR MORE. s S OF RIPRAP C.I.P. - _iru° 3.CONCRETE SHALL BE 560-C-3250 R.C.P SIZE PER RIPRAP CLASS ROCK SIZE FT SMALLER THAN SIZE PER '�� PLAN ? 4.EXPOSED CORNERS SHALL BE CHAMFERED 3/4'. 2' IN. PLAN LIGHT 100 PLAN 1 4 5.MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2,WITH A 1'MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES. 40 10 � �0 50 SIZE PER -' "' . 6.FOR PIPE WALL THICKNESS GREATER THAN 3',ALTERNATE DETAIL-C SHALL BE USED. — I -� �0. ILTER FABRIC -BASED ON AASHTO GRADATIONS '• 2%DAWN' HEADWALL DETAIL N WRAP CLOTH AROUND BASE - INVERT PER Z Z iv :i: PROFILEPER SAN DIEGO REGIONAL STANDARD DWG.D-35 JJ � 4"MIN. io RIP-RAP CHANNEL 1/4 NOT D SCALE UNLESS OTHERWISE PLAN AN w' NOTED ON PLANS UPDATE DATE DESCRIPTION SECTION C-C CERTIFICATION: I C.S.P. RISER DETAIL THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS 2 NOT TO SCALE `tU OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ( Q 3 4 —A4 L-2-02 tS 4 RASA ONa DONN LL, RCE NO. 26603 6`� D =p DI @My= NO. DATE REVISIONS APPROVED BY DATE CITY SEAL APPROVED BY: OH PREPARED e,` _ CITY OF LAKE ELSINORE I W 2H Hq c�� PARCEL MAP NO. 30962 SHEET: `} c S �^ CIVIL ENGINEERING �I 0ALL�1 Dom--FUME 3 No.29242 zLAND PLANNING �I o LANDS SURVEYING STCXW DRAINOF. 4 )J O O O 4 CRY ENGINEER R.C.E.NO. v,�•���• ^^ \P ew.3-31-2007 * 1181 CALIFORNIA AVE. •M.102•CORONA,CALIFORNIA 9MI .4-C/-C< 5 * an (eoe)zeoatu FAX 2B0.4150 AND RIP-RAP DETAILS FILE NO. TWO WORKING DAYS 6 DATE 3: �l1Tf OFI CAI-1F RCE 29242 o BEFORE YOU DIG 7 JOS H LICENSE NO. EXP. DATE I W.O. I FOR: F.B. O k A 44A P2 44�tv N d/I f/T e/o 7 SD-SHT4.dwq 5-29-03.'1,25:35 pm EST