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HomeMy WebLinkAboutTR30492, 30492-1 & 4 Street Storm Drain Improvement Plans GENERAL NOTES �T , ¶III ��`+)�]I J S'I z I 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY C I T'Y OF L A.JII. 1 E E 111� S I N `�,-j IRE a Y 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 74 O CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, �"' `"', TRACT No . 30492 # 492 1 & 30492 -4 W NOR THE EXISTENCE H NON-EXISTENCE Of ANY UNDERGROUND UTILITY, PIPE OR SITE D STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR TI REQUIRED TO TAKE � � � LOCA)uN ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR l ' STRUCTURES, WHETHER SHOWN K THESE PLANS I R NOT. ANY UTILITY DAMAGED DURING CANYON HILLS P L�.N N I N G AREA 14 CANYON NEWPORT RD THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED 8Y THE CONTRACTOR 15 HILLS R a AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD �\yIOM 15 SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE STREET & STORM DR t /�1 P R O T 7 Y E M E N T PLANS , RD. _ COUNTY OF RlVERSIpE, IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH v` Q� M THESE STANDARDS AND CODES AT ALL TIMES. V0� RD SCOT 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR '✓1 O'170NWOOD FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT / RIW CL R/W BUNDY C CYId. RD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY 30• 30' THROUGH FRIDAY. 20' 20' f0' 2' CLINTON KE 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS -� O 1 5' S' o 0 5' 5'1 TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY L`.._ — --_ _ -� �� •� 2y o d 7% THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE .13d 1 — LEVEL IJNE zL I WORK STOPPAGE — - ° PM 29549 ,� re 1e � I L 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES, THE CONTRACTOR SHALL NOTIFY ALL UTILITY \� _.COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK, THE '" awa.rtw t O TYPICAL STREET SECTION CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) ,n ,a 4 Z ' °, �;i1! o y LIVE OAK DRIVE CANOPY LANE, HOURS PRIOR TO BEGINNING WORK. « ". n w « `\ ROCK ROSE DRIVE, CLEAR WATER DRIVE 6. iI'SHALL BE THE CONTRACTORS' RESPONSIBILITY TO HAVE A RESPONSIBLE " « ° n, «- ,e w « " '` O WHISPERING WILLOW DRIVE THOMAS BROS,MAP w a ne A m n\a ..'.. ° Pogo SUGARBUSH LANE REPRESENTATIVE N THE JOB SITE AT ALL TIMES DURING CONSTRUCTION THE CONTRACTOR m �+ \�- NTS „����`.I ����� SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION \r!,/�AND COST OF ALL EXISTING UTILITIES. THE SUBDMDER MUST INFORM THE CITY OF LAKE ° m " " I- D---i n e ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(46) HOURS PRIOR TO THE M a s « 111 m w „ \� NOT TO SCALE BEGINNING OF CONSTRUCTION. F .. B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE m « a a�a° \� STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY M n. - a' A ,�yjE OTICE CAS AND DRAINAGE FACILITIES, " ,* ew ; "' '" m „_� w � � a �•, n� \ a 'Li � \� 1. CONTRACTOR AGREES THAT H£SHALL ASSUME'SOLE AND COMPLETE « 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER m w °° " n I w n t'...n " m " 3 _ a \ RESPONSIBLLTTI'FOR JOB SITE CONDITIONS DURING THE COURSE OF COP ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES m e , INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHOWN ARE FOR BONDING PURPOSES ONLY, w » APPLY CONTINUOUSLY AND NOT BE UAIITED TO NORMAL WORKING HOUR: 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND m -- — -% _ - I CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND EN HARMLESS FROM ANY AND ALL LIABILITY: REAL OR ALLEGED, IN CONNEC ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE - 2 « THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILIT NOTIFIED OF ANY NECESSARY REVISIONS T I - - - EVI S 0 THE APPROVED PLANS. THE REVISIONS SHALL ° m m m ,« ne xe m * ° w rl « FROM THE SOLE NEGLIGENCE OF THE OWNER.OR ENGINEER, BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 11° +•' "' w I« w a n 1 w I w I e°I sTTi�- PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE C17Y ENGINEER. R 9C 0. 2, ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUNT -1_LJ—L 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL - PUBLIC RECORDS,ARE INDICATED WITH THEM?APPROXIMATE LOCATION APTHE OWNER, BY ACCEPTING THESE.PLANS OR PROCEEDING WITH THE IMI BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER.: CENTERLINE 71ES —— —— HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE.ENGINEER HARML ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILI ACCEPTANCE IS GRANTED. R1W CL R STRUCTURES NOT REPORTED OR INDICATED ON POBLIC`RECORDS, OR TI DRIVEWAY FOR LOTS 30-43 TO BE CONSTRUCTED WiTH INDEX MAP � CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THI 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE 28' 28' IMPROVEMENT DRAWINGS FOR SUGARBUSH LANE-P.M. 29549 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE GI SAID PERMIT, THE SCALE: t"=200' - 2' f0' 18' 18, f0' 2' THE U77LMES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE CoNTRACTOR/0£VELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY,10 NOTIFY THE OWNERS I REQUIRED BONDING FOR PUBLIC IMPROVEMENTS, THE ENCROACHMENT PERMIT MUST BE 1 5' 5' N iV 5' 5'1 PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH `�•'1 0 o UTILITIES OR STRUCTURES CONCERNED BEFORE SFARTINC WORK. AN APPROVED SET OF IMPROVEMENT PLANS, a + __LX_LEVEj N R& 3, THE ENGINEER PREPARING THESE:PIi1N$ tY1LL NOT 8E RESPONSIBLE NOTE: 2 LIABLE FOR UNAUTHORIZED CHANGES TO OR USES.OF THESE PLANS. AL TO THESE PLANS MUST BE IN NRITING AND A1UST BE APPROVED BY THI MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN FOX OF THESE PUNS. CONSTRUCTION NOTES and QUANTITY ESTIMATE TYPICAL STREET SECTION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSE.- CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES NO. DESCRIPTION QUANTITY UNIT ASHW COURt CONTRACTORS RESPONSIBLE FOR VERIFYING ALL QUANTITIES F NTS BIDDING FOR CONSTRUCTION. STREET IMPROVEMENT 1)Construction materials and method shall conform to the latest edition of the"Standard Speclgcatlon 1 CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 9,266 LF Lif/ATE ENG R 9 �C �Vi for Public Works Construction",the not Special less I Provisions and these plane 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE SiD. NO. 209 AND 209A 3,000 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, GOA 2)approved place concrete pipe shall not be used unless It is shown as an alternate on the drawings STRUCTURES SHOWN ON THESE PLAIDS IS OBTAINED BY A SF-ARCH OF TI approved by the City Engineer, 3 CONSTRUCT 4'A.C.OVER 7 A.B. PER SOILS ENGINEER RECOMMENDATIONS 163,205 SF AVAILABLE RECORDS. TD THE BEST OF OUR KNOWLEDGE, THERE ARE N 3)Trenching and bockfilling shall be performed only in the presence of the soils engineer. 4 CONSTRUCT CURB RAMP CASE A PER COUNTY_OF RIVERSIDE STD. NO. 403 17 EA U17LI77ES EXCEPT AS SHOWN ON THESE PLMS, THE CONTRACTOR IS RE 5 CONSTRUCT 5'WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 44,072 SF TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES Sh 4)The minimum cover over the pipe shall be 3 feet,.measured from top of pipe. (LOCATION AS SHOWN ON PLANS) THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY A� RESPONSIBILITY FOR THE UTILIY PIFES, CONDUITS OR STRUCTURES SHOT 6 INSTALL STOP SIGN R1 PER CALTRANS.TRAFFIC MANUAL 9 FA SHOWN ON THESE�DDR�Ap/W�INGS. 5)Backgth. of the pipe shall not be done until the concrete has developed to percent of Its design 7 CONSTRUCT 25'CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO, 207 121 EA I strength.No traffic shall be permitted on top of the pipe until the concrete has attained Its design strength. 8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 23 FA 6)Water denaificaHon methods for baCk6111nqq the pipe will not be permitted.Alechanical compnotion will 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO, 816 8 EA DATE: 1970 be required,An 8-Nch lift of loose back I"shading'over the pipe will be permitted 24 hours after 10 SAWCUT AND REMOVE EXISTING PAVEMENT AND A.C. BERM - LF RIVERSIDE COUNTY DESIGNATION: E-14-70 Initial placement,prodded the forms are still in place at the time of shading. DESCRIPTION:2.7 MILES NORTHEAST ALONG PAILR04D.CANYON ROAD FRO 11 CONSIRUCT MODIFIED CURB OUTLEi(Vc3TRCAL CURB OPENING=31 PER COUNTY OF RIVERSIDE STD.NO.306 1 EA INTERSECTION OF RAILROAD CANYON ROAD AND STiiTE HIGHWAY 71, 122.1 7)Concrete shall be Close 560-C-3250(Minimum).Cement shall be Type II or V as specified by soils tests. 12 INSTALL PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD A24D. 1 EA NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWE 8}The consistency of the concrete shall be such as to allow p worked Into place without THE TOP OF CONCRETE POST E-14-70. segregation. The concrete for the coat-in-place concrete pipee shall / 7853732E, 7.0 FEET NORTHEAST OF A MARKER POST;A BRASS DISK alt have o slump of 2"plan or minus,• STORM DRAIN IMPROVEMENT 9)fly ash,meeting ashA C used, may be used to substitute for cement(upesi to 15 percent of cement by 30 CONSTRUCT 48'CIP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 730 LF weight).When fly me is used,water reducing approved meeting City Designation C 494 will permitted ��sis QE In amounts recommended by the supplier and approved by the City Engineer. - � 31 CONSTRUCT 36'RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 484 LF ,�yZIJiFj(( No other admixture shall be used in any class of concrete without written permission from the City Engineer. 32 CONSTRUCT 24"RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 180 LF THE BASIS OF BEARINGS FOR THIS SURVEY IS 714E NAD 83,ZONE 6,GRID BEARING BETWEEN N.G.S. STATION "WILDOAi AND N.G.S. STATI( 33 CONSTRUCT 18"RCP STORM DRAIN PER RCFC &WCD SPECIFICATIONS 450 LF IYETZ" I.E. N06'21'37'E THE COMBINED SCALE FACTOR AT CP 2015 10)At the end of all pours and the end of each working day,the Contractor shall Install No.4 dowels,24 34 CONSTRUCT MANHOLE NO. 2 PER RCFC &WCD STD, DWG. NO. MH252 5 dEA IS 0.99989774 AS SHOWN ON 7RACT MAP,29568, M.B. 299//-5. Inches long,12-Inch centersoround'clroumierence of cast-ln-place pips GRID - GROUND x COMBINED SCALE FACTOR 35 CONSTRUCT JUNCTION STRUCTURE NO.2 PER RCFC&WCD STD. DWG. NO.JS22711)The maximum earth cover shall be 20 feet from the top of pipe. 36 CONSTRUCT MANHOLE No, , PER RCFC &WCD STD. DWG. NO. MH251 1 37 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD. DWG. NO.CB100 11 SOILSThe inspection for the COP smaller than 39'In diameter shall be performed by video camera and 38 CONSTRUCT CONCRETE HEADWALL AND OUTLET STRUCTURE PER DETAIL ON SHEET 4 1 PACIFIC SOILS ENGINEERING, INC. core Just prior to the final acceptance of the system. 7715 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 13)Type V cement shall be used If the sulfate content In the sail Is greater than 2,000 ppm. TELEPHONE (858)560-1713 14)Continuous inspection and testing IT CIPP placement Is required. INDEX OF OWNE DEVELOPER SHEET 1 TITLE SHEET VIITH VICINITY MAP 15) la to 20 FPS velocity v permitted for normal than 2-Inch,thickened Invert shall be specified on PARDEE CONSTRUCTION COMPANY SHEET 2 THRU 8 STREET PUNS pions for velocities of over 20 FPS, m greater than exc FPS velocity Is permitted In cast-In-place 10880 WILSHIRE BLVD., SUITE 1900 SHEET 9 THRU 11 STORM DRAIN PLANS pipes.Invert thickening shall be accomplished by overexcovating the trench 2 Inches In depth and LOS ANGELES, CAL/FORMA 90024 "shimming up"the pipe machine mandrel 2 inches higher. TELEPHONE (310) 475-3525 AS-BUI NO. DATE REVISIONS APPROVED BY DATE CITY SFAL PREPARED 3 APPROPRIATE HAW BEEN OF DEVELOPMENT AND/OR CITY `� o"Ro.2s244R c -- r.ANb PLANNI TRACT N(D'. 3040,9 �304921I����� lsl S- 1 r D7/ a.cs CERTiR'ICATION: F9 H HA CITY OF"LAKE CONOTTIO (�/�LL Ili�j rsn n L 2 s T THESE PUNS HAVE BEEN REViEIYED FOR COMPLIANCE WITH THE �� T�c CIVIL ENOINELRINO e SI o O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LANO SURVEYING STREET & STORM DRAIN OI d d 5 �j n * M,,_3-31-2007 * 1181CALIFORNUAVE.•5TE.102•CORONA,CALIFORNIA 928a1 IMPROVEMENT PLANS /t A•�,+�-i/ �/lsr�.. ,�f".S D T_ (809)2&H1 FAX(M)2W4i50 TWO WORKING DAYS 6 AiwTorT HELL R.C..No.26" LNiE sTgp 1V1 �O�P —��„��( �1` RCE 29242 03-31-07 TITLE SHEET BEFORE YOU DIG 7 FOF CAL\FC —� 7 �'�i JOFSE H HAR LICENSE NO, EXP. DATE W n Fnn• F 11.'.