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HomeMy WebLinkAbout05-081_05-084 GENERAL NOTES I CITY OF LAKE ELSINORE 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND ' UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE SHEET 4 r� STORM DRAIN IMPRO I/EMEN T P��l NS �S NOT CONSTITUTE T REPRESENTATION WITHIN THE AS TO THE ACCURACY OR COMPLETENESS CONTRACTO OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR ' COLLIE A l/ENUE IS REWIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLAN OR NOT. ANY I i UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR P. M. 29.325 REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION)' AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND r�h 9 CODES AT ALL TIMES. 1 PM 29325 CAST-IN-PLACE PIPE CONSTRUCTION NOTES 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909) 674-3124 EXT. 247 BETWEEN E LLA 01-02 1.J NCncN S7RUC7LRES SHVIIN O V THE PLANS ARE FOR THE RENWORCED CONGME-7E PIPE. THE HOURS OF 9:GO A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY. C INE FCCLOMMG SURS777UPOVS 9/ALL BE MADE FOR AWCnCWS snrUCn/RES Far WIH LAST-N-PLACE PIPE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS A. A JLNCPON STRUCTURE NO. 4(.MM)SHALL BE REPLACED MITI/E7TWR A TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS 7 ,XLNCAOW STRUCTURE Na 2(.S 227)OR A 7RANVnON STRUCTURE NO.J(75JOJ). APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE, y LLA 07-02 B. A UUNC77aV STRUCTURE NO.2(.b227)SHALL BE REPLACED WTI/A 1RAN5/naV SMUCIURF NO.J(15MJ). 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 2 \ \ ® 2 STANDARD DRAMWG NO .S227,,AINCnpV STRUCTURE Na 2 W97V USED WIN CASr_V-PLACE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. LLA 01-02 I PIPE SHALL BE MODIFIED 70 fiVa L CONCRETE BAGCFKL I FOOT OkER INC CAST-IN-PLAO PIPE. LLA 07-02 6. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY -- \ J.AT 7HE END OF ALL POURS AND AT NE END OF EACH MaRK#VG DAY, THE CCN7RAC7ar SHALL RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INSTALL 44 DOMETS 24"LOK 12-MOVES Mm ME LAST FOUR AT 12-A%N CENTERS AROUND INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACT SHALL CIRCUWfERf7RC£OF CAST-M-FYACLEF R'PE. ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.) AT 1-800-422-4133 AT LEAST 48 3 \ HOURS PRIOR TO BEGINNING WORK. _\ LLA 01-02 -- -- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. T 3 \ 5 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING LLA Of-02 THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, 4 ELECTRICITY, GAS AND DRAINAGE FACILITIES. LLA 01-02 yc�' 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER �v 1 CONSTRUCTION NOTES ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS t' QUA TI TIES SHOWN ARE FOR BONDING PURPOSES ONLY. MAP BOUNDARY �Osr 1 aMSIRUCT 64"RCP STCWM DRAM(D-/COO) S75 LF. 1 p. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 2 crMsnrrLcr 36"ROP STORM DRAW(D-12W)LR 36"PPP. /aSb a vu"LF ly ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 3 OYM ZTT 24"REP sraav LRAM(PASS IV) 6 LF NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS 8 4 awsnerLcr le"RCP STORM DRAM(aASS IV) 45 LF SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR LYWSIRUCT IB"RCP SIDPM DRAM(PASS IV) ?97 LF. APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 5 4 6 LYWSIRUCT MH Na 2 PER R.CF.CD.57D.MH 252. 2 EA. 11. ALL EXISTING MONUMENTA11ON DISTURBED OR DESTROYED DURING CONSTRUCTION 7 CONSTRUCT MH Na 4 PER R.CF.CD.SID.MH 252. 3 EA SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. -- CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF 8 CDVSIRUCT BULKHEAD PER RcF..CD.Sm.MB16. 4 EA. THE PROJECT BEFORE ACCEPTANCE IS GRANTED. _- FUTU PAR A j- 299 6 9 C?Vsnmcr 46"Cup.Dow DRAM AND DEWS CAP PER CAL-TRANS I EA. Sm.DB3C rmir A"AND OErm ON vier 4. 12. AN ENCROACHMENT PERMIT SHALL BE REWIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE 7 10 CONS-I CA1CN BASYN NO. 1 PER R.CF.GD.Sm.C81. (W=VARIES V=VARIES) 2 EA" Q CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF h 11 CONS7RUCT LOCAL DEPRESS/CV PER R.CLF.CD.Sm,LD201. 2 EA. INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT 12 CONSTRUCT CONCRETE COLLAR PER R.CF.CD.Sm.MBOJ I EA. PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF .152J2 PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. CON S1,p0CT WJ7// Sr2OC7D12B pFiQ Demt.ON/S f$. I EA. a -- 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF u taus T,X/Ncna✓sTRucTURE No 2 PER RCFCD sm.JS227 z EA. CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES" SECTION o III Q is eav_5.(IUCT COS-raw. plfW 3D_90 fnIaw- I EA. OF THE IMPROVEMENT PLANS. E72 gl:rn LL 5N6Fi7 5. m Cous-rgoLr 29e X45" ELLIenrkA&W=P PHI . 20 LF 14. STREET LIGHT STANDARDS WILL BE CONSTRUCTED OF MARBELITE. THE STREET LIGHT IV 6 SYSTEM SHALL BE OWNED AND MAINTAINED BY SCE. I I _ Ts/V VICINI T I MAP 50I6-- LFipy.T�� NITS k 91r i 1 2 :,Tp Cl�tg, �7LA, I 1or < 11 'J1 ai�2�I5 NOTICE TO CONTRACTOR i L 77�-_ _ I S/TE THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR i _ J STRUCTURES HAVE NOT BEEN SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY RRCG MEASURES TO PROTECT THE UTILITY LINES AND ANY OTHER LINES NOT 10 \ OF RECORD OR NOT SHOWN ON THESE PLANS. rye• �\ INDEX MAP THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THAT THE GRADING WORK I WILL BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE i SCALE 1"=100" INDEX OF SHEETS COUNTY BUILDING CODE REPORT FILED UPON COMPLETION OF ROUGH GRADING AND FINAL REPORT FILED WHE ALL GRADING IS COMPLETE f'bDIAL TOLL FREE 1 GENERAL NOTES, TYPICAL SECTIONS AND INDEX MAPS 6 Os BY: 00-227-2600 BASIS OF BEARING EAST TWO DAYS 2-4 STORM DRAIN PLAN AND PROFILE DATE KEVI J. 43714 I BEFORE YOU DIG USED N47'00'00"W FOR CENTERLINE OF COLLIER AVENUE SUPERVISING ENGINEER, LIC. EXP. 3/31/2001 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 44, PAGES 33-34. RECORDS OF RIVERSIDE COUNTY. pµOFE$S �„2� J RR MARK REVISIONS: APPR. DATE APPROVED BY: E PLANS HAVE BEEN REVIEWED FOR LAND 2313 E.Philadelphia St.,Ste.F DEVELOPER/OWNER SOILS ENGINEER �~J`N cy Datara,CA 91761 ci A, F REV/5tD DOIlCT AND F*IT&R 06-YAALS KM I C LIANCE WITH THE APPROPRIATE 0f-wzoPMENr (909)930-1466-FAX(909)930-1468 DAVCON DEVELOPMENT CITY AND COUNTY CONDITIONS OF DEVELOPMENT AND/OR CITY DESIGN CITY OF LAKE ELSINORE _ 42346 RIO NEDO, SUITE L 2324 S. VINEYARD AVE. SUITE "B" No. 43714 AND STATE LAWS, AND A PERMIT CAN BE CORPORA NOW PLANNING•CIVIL•SURVEYING ' STORM DRAIN PLAN AND PROFILE 1 * Fap.3/31/200.5 * ISSUED SCALE: BENCHMARK: 1/2"REBAR W/B.M.PLASTIC PLUG TEMECULA, CA 92590 ONTARIO, CA 91761 REGIS ED CIVIL ENGINEER N0. PM 29325 Sm (909) 694-5780 (909) 930-5868 FLUSH 1320'W.OF COWER AVE 1000'S.OF ! OF SHEETS CIVIL �P EXPIRES: 3/31/Ol 43714 1"=30 RIVERSIDE DR.,RIVERSIDE FLOOD CONTROL 2-4040 OF CN-W o/ /l EL=1255.32 DESIGNED BY DRAWN BY CHECKED BY DATE: � TWKE 1N A.'SEUyMMALLD(_ /7 tbg1t. DATE: 3/22/02 JN3161 FUF �Al # 69 W.O. 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NiM ► ■■!/■■O /!!■MONO OIEM!■M■ iliIOOME r■/!N■M E■O■!N■ IIOMOMM /O■� no /■M■■OEM ■Mi/ MO■■■■O /M� Nmom /■/ ■■■lii■ MMM■ilOiiOi■lE� i■/iil �i■/�/!i=■M■!OE■O !■ ■■s!■■■!■■■■■■■■■i■ IN I, I' , � I IJrJ J �JrJI BE I� ` :BSI r .�� omjr 4 1 �� • � I JI _ rJ �J rJ� _� ti , , . •III 0 i 1 I ? i c� T M° 1 � +h I cah t 1 Z 1 j 3 p' iAi i t + F ��q t tm'��CV9c'7k -ftpr-33!!' s I I i i t I 1 1 ! �- s , 00 a a 1 1 i 1 i 4 'mv 1 s i � 3 s t s 1 N A s r 1 All- le ! ! t t i t ! i t I 1 I I @ L K 133 : 9 Y K 1 1 F t / t PfiVR7LE SCALES 3 I Z �NEUL NOTES HORZ. 1 =40� NET PPE VERT 1-_4. NO OPENING SEER 1.)STORMPRECAST CON RE E VAULATO 3ECDNSIENT INC.,PORTLAND,OREIXIN /546-1667. /T 2.)PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE Mlni'A.S.1M C857 CB5B. 3.)INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CON CTOR. THE f IS 541. 4.)PRECAST STLLORMGATE SEPAA DIAMETER TOR E'OUIPPED MITH OTHER CORED OPETNINGS KNOCKOUTS 3 AT INLET/OUTLET LOCATION. Og 5.)ANTI-FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER. BALL 0 BE SET ALONG ENTIRE ddcd tJ.Jd✓/d o I $ LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE VIDED BY CONTRACTOR. 6.)CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION.WHEN NG SCREWS ON WEIR PLATE DO i i e NOT EXCEED 5.0 FT-LBS TOURWE. SEAL WEIR WITH E SEALANT AFTER FINAL ADJUSTMENT, 7.)ALL STORMSCREENS REWIRE REGULAR MAINTENAN TO OPERATION AND ALTERNATE OUTLET MAINTENANCE GUIDELINES FOR DETAILS. ti JJ I PIPE LOCATION N 4 ® 8.)DETAIL REFLECTS DESIGN INTENT ONLY.AC VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON THE PRODUCTION DRAWING. h /7+90.6r hVr= 16+75s6x cou" pr A SIOI EE�I�DATA I W Ex. •2 h 1 Daum Flow RATE CFS 1.99 TliNO.OF SCREEN CARTRIDGES 4 I 76+17.76 LYWST.36'PYPE '• PEAK FLOW RATE CF5 126.47 SCALE." 1`=40B(x1(NEAO a ♦ LE. SLOPE MATFRNL DIAMETER � �- INLET PIPE 1 �251.17 0.0044 RCP 54 W =� - ! "7 LN. 7 W,LET PwE INLET as zxx nx xn W 2 - 727tt AI OUTLET PIPE 2 251.13 0.0044 RCP 54 Y STOP/I pPAAs U7ERAL CONFIGURATION @ RIM ELEVATION(S) SELECT ONE: 1 1, � 8'x /2'STORIBCREEN - PLAN VIEW 1 1 7 1+46. T W~PORARY DRAAV 9 NNWNNe NTJi 1 _ I N I- r0 BE REYOL£D LLHFiV PRO? OEYELC1aS 30•I SMI MANHOLE � d1111p� I ZS' -�7ST.STA FRAME& BAFFLE WALL YAKS ADE ,,xx ILAWAOLE�N fm ''j I N G� j m eau ! W D1=D2=B=36. 12 O IZ C`2907'S3• A C L=4' STORMSCREEN 1 CARTRIDGE(TYP) r I J 1' ` f (9IHIWh1kD pEhJL h f L C.D.S DOTAIL5 oti CONSTRUCTION NOT£S 5►I6ET 5. 6 2 caysmucr 36'RCP sraeM A4A/N.(o-1250) 5 GYYVSTR "XNC77CV STRUCRME NO.4 PER RCF.CD.SRI.JS229. 7 CLY✓SIRUCT MN NO. 4 PER R.CF.CD. sm MN 254. U.h \� J R/�n+y(^ 1 8 GYWSIRUCT BUU ASS PER RCF.CD.STD.M816 9 GYTVSIRWr 48'amP.DOWN M"AM DEBRIS W PER CAL-TRANS No. 43714 ELEVATED DISCHARGE FLUME STD.D93C TIRE:1"AM- T ON T 4. Exp.1/31/20a5 144' 11UNCO WA Y Q 15 ILS 8• x 12' STORMSCREEN - SECTION VIEW - CON�IRUCT C.D.S.TIO. PaW DOJO FILTER De711 �4T CIYIL�a V NXWNn NTi 8' x 12' STORMSCREEN - TOP VIEW 2 E OF CAUF� 1 STORM SCREEN DETAILea NXW n N4T: 4- N75 (�A MARK REVISIONS APPR. DATE APPROVED BY: THESE PLANS HAVE BEEN REVIEWED FOR LAND 2313 E.PhUG"Phia St.,Ste.F DIG AL OV6D SrDRH UER COMPLIANCE N7TH THE APPROPRIATE D Ogll9VT omt &o.CA 91761 (909)930-14.6. 6-FAX(909)930-1468 CITY OF LAKE ELSINORE TOLL FREE CONDITIONS A DEVELOPMENT AND/OR CITY V V�ATLEAST 0227-2600 40 0 40 BO 120 AND STATE LAWS• AND A PERMIT CAN BE GAM2PAAOY PLANNING•CIVIL•SURVEYING STORM DRAIN PLAN AND PROFILE 4 IVIL ENGINEER N0. ISSUED SCALE: BENCHMARK: i/2 REBAR w/B.M.PLASTIC PLUGFU TWO DAYS FLUSH I=W.OF COLLIER AVE.1000'S.OF �� OF SHE BEFORE YOU DIG EXPIRES: �1 EXPIRES: 3/31/05 43714 1"=40' RIVERSIDE DR RIVERSIDE FLOOD CONTROL 2-4040 HUNCO WAY SHEETS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORMA Scale 1 11 - 40' T/// / -� 01/4/r EL-1255.32 STA 17+70.67 THRU STA 20+29.06 N 1 1 .FILE NO. DESIGNED BY DRAWN BY CHECKED BY DAB' / C/� KEN A. SEUMALO C #5697 - 10/21/02 W.O. FOR:DAVCON DEVELOPMENT F.B. ( p