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HomeMy WebLinkAbout93-134_93-151 GENERAL NOTES: LEGEND OF ABREV I AT I ONS $ SYMBOLS 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CITY O F L A K E L S I N O R E UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILIABLE RECORDS. APPROVAL OF THESE PLANS BY THE T.C. ---- TOP OF CURB ELEVATION P.R.C- ---- POINT OF REVERSE CURVE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE F.S. ---- FINISHED SURFACE M.O.C. ---- MIDDLE OF CURVE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTING OR _ _ NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN F.L. -- FLOWLINE ELEVATION P.C.C. ---- POINT OF COMPOUND CURVE THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL LAKE ELSINORE STADIUM E.P. - -- EDGE OF PAVEMENT P.O.C. - -- RAINY OF CONNECTION _ r i z DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES. C.L. -- CENTERLINE R. RATE OF CURVE PIPES OR STRUCTURES. WHETHER SHOWN ON THESE PLANS OR NOT. ANY D.C. - -- RI CURB C.F. - -- CURB FACE g C UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE R.W. ---- RIGHT OF MAY p.i. ---- POINT OF INTERSECTION S ED REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY B.C. ---- BEGIN CURVE B.C.R. ---- BEGIN CURB RETURN C STREET IMPROVEMENT PLANS E.C. ---- END CURVE E.C.R. ---- END CURB RETURN BY THE CONTRACTOR AT HI6 EXPENSE. V.C. ---- VERTICAL CURVE 100.5 ---- PROPOSED ELEVATION §^S 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR \ B.V.C.--- BEGIN VERTICAL CURVE [100.5) -- EXISTING ELEVATION _ 'L E.V.C.--- END VERTICAL CURVE L. - -- LENGTH _ PUBLIC WORKS [LATEST EDITION). AND STANDARD DRAWING OF THE COUNTY `�`lsy C.B. ---- CATCH BASIN INT. ---- INTERSECTION ` OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR ��-L. CB. ---- CURB R.P. ---- RADIUS POINT WITH THESE STANDARDS AND CODES AT ALL TIMES. \ TAN. ---- TANGENT L.D. ---- LOCAL DEPRESSION --- S ------ STREET NAME SIGN T.B.----- TOP OF A.C. BERM 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS INDICATES SHEETNt �. PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT C7141 674-3124 - \ EXT. 25 BETWEEN THE HOURS OF 9,00 AM TO 4,00 PM MONDAY - FRIDAY. � IS --7N0/CArESS717RMOR4/NSHFBTN• 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS - - TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS ' SHALL VED BY CIIMMENGINEERORKR OR STOP PAGE.HIS REPRESENTATIVE. FAILURE TO DO SO 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. - ol , 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECCESARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK . THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT I- (U.S.A.) AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. I IZI 0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUB- DIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER WATER. TELEPHONE. ELECTRICITY. GAS AND DRAINAGE FACILITIES. O. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE I al m,$ .2 TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED W 10: - _ z °7 SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. j I I CAMFIBE(1, STREET _ - e 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD (X SHALL BE NOTIFIED OFANY NECESSARY REVISIONS MTFIEAPPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF'AS BUILT•'PLANS 9&8MI77E0 TO THE C/TY ENG/NEER FOR APPRO VqL I 0 PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. - II. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION S 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 THE PROJECT BEFORE ACCEPTANCE I6 GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK - I DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT. - - -- - THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH _ CERTIFICATE OF ISSUANCE. REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE 6 �" TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE O OF CALTRANS. PLEASE MAKE REFERENCE TO THIS FACT IN THE `GENERAL S,NOR 2 NOTES" SECTION OF THE IMPROVEMENT PLANS. -EL 0 :14. STREEr L16HT STANDARDS SHALL BE CONSTRUCTED OFMARBELfTE.THE STREET LIGHT SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME BILLING RESPONSIBILITY FOR THE STREET LIGHTS. �— _ 15 � z c MgL,yGA \\\,`\`` ENGINEER NOTICE: a — \ °Ir 0�0 ' 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE REBPON- t oqD - -- SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SUTURE pI I ! _ �- LpGO' 1•(B _ eay OF LAKE ELSINORE �. CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. — RIyE AMOIV� I I S N`p Ty LIM - ar+INrVOFALVEIei/T THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 1 OUN g TO C ALA6A------ Y ANDNHOLDLTHERKING OWNERHANDSENGINEERONTRACTOR HARMLESS FROMLANYFAND,ALLDEMNIFT 1 1 16 2 � AD LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF - SEDCO A POSA RD. C WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE 4 K .�" HILLS _'++�pp$°Ro. SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. INDEX M A P Z 'rE r` s. ` 5EMO HILLS 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND SCALE 1' 200' EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH 'E-A NORE THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE - `\ `< CORONA ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE UNDERGROUND SERVICE ALERT _ '"FReEwaY •• OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED - OR RECORDED LOCATIONS. THE CONTRACTOR REQUIRED TO TAKE DUE CALL:TOLL FREE PREPARED FOR: PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES LITIES OR STRUCTURES. —- {� ,�.-. � SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE _ 1-800 - - CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS.OF ALL UTILITIES BASIS, OF BEARINGS: ---- BENCH MARK: 422-4133 ELSINORE Q�pFE9ELDpk OR STRUCTURES CONCERNED BEFORE STARTING WORK. CITY OF LAKE NO. 2406E - �i�I C I N I T Y MAP '` m 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, THE BEARINGS SHOWN HEREON ARE BASEDI RIVERSIDE BENCHMARK NO. BM E-3-70 TWO WORKING DAYS BEFORE YOU DIG - -•- ON THE GRID BEARING (NAD 27 ZONE: ELEV. 1279.829 "CAUTION". REMEMBER THAT THE USA CENTER 130 SOUTH MAIN STREET EXP,IEAI/97 OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CA 6) OF NORTH 65 42'. 08' EAST - { NOTIFIES ONLY THOSE UTILITIES BELONGING TO = c "' =` - SCALE 1'- 2000' ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE BETWEEN 2 1/2" BRASS DISC SET IN BRASS DISC IN CONC. POST 72' NORTH THE CENTER. THERE COULD BE OTHER UTILITIES LAKE ELSINORE, CA. 92330 ° APPROVED BY THE PREPARER OF THESE PLANS. CONCRETE, FLUSH, STAMPED "TRI STA. OF "T" INTERSECTION OF CORTOON ST. PRESENT AT THE WORK SITE. THE CENTER WILL �`of CAL11 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- ROME R.C.F.C." AND 3 1/2" BRASS CAP AND MISSION TRAIL. 27' EAST OF THE INFORM YOU OF WHOM THEY WILL NOTIFY. (714I 674-3124 CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO IN 7' BY 4• BOULDER STAMPED 'SEDCO j CENTERLINE OF MISSION TRAIL. o o a a pM 2 l975.� PREPARED BY: CITY OF LAKE ELSINORE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION _ - -- REVISIONSI _ DATE: .HUNSAKER AND ASSOCIATES INC. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- PREPARED BY:// ) / -/ TIONAL AGENCY. CONTRACTOR SHAL ASSUME RESPONSIBILITY FOR ALL THREE HUGHES SNY E� _ x CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND DOUGLAS' 05B EXP. 12-31-93 IRVINE. CA. 92718 \ ?1Ll ' $ SHALL FOLLOW ALL OSHA 6 EPA GUIDLINES TO MINIMIZE HEALTH HAZARDS. APPROVED FOR PHASE I U14) 583-1010 STREET IMOROVEMENTS mW = c SOILS ENGINEER: CONsrRucrlON ONLY. °F BENCHMARK: N x ` """"• K E. QUANTITIES CONTRACTORSSHOWN SHALLHBEEON ARE RESPONSPIBLLEIDED FOR FOR VERIFYINGNG ALL QUANTITIES PACIFIC SOILS ENGINEERING.INC. WFITHETHEANS HAVE APPROPRIATEN REVIEWED CONDITIONSFOR COMPLIANCE OF DEVELOPEMENT RIVERSIDE BENCHMARK NO. BM E-3-70 LAKE ELS I NORE STAR I UhI 18 N = pc SCALE. 1"• 40' ELEV. 1279.E29 - ruF PRIOR TO BIDDING FOR CONSTRUCTION. 16053 PROGRESS WAY AND/OR CITY AND STATE LAWS�AND AVE BEEN FOUND - SHEETS N� CYPRESS,CALIFORNIA MARK PT BY DATE ,`� _ BRASS DISC IN CONK. POST 72' NORTH ACCEPTABLE. it -, OF"T" INTERSECTION OF CARTOON 6T. p y DESIGNED BY: DRAWN BY: -fi_+� Auv S (7f4)220-0770 �- ----�- AND MI8610N TRAIL. E7' EAST OF THE OQ CHECKED BY: PROJECT MANAGER: DATE A TECCA RCE� 21637 DATE: CENTERLINE OF MISSION TRAIL. W.O. FOR: F.B. FILE N0. 3 _ IMP.PLAN TITLE BHT. BALLPARK L.E. 36610.44IMPF. IM-Y 13MI 17 AYy-93 07,38 AN/ 1720-2-B60 ESTIMATE OF QUANTITIES ! NO DESCRIPTION OTY. UNIT qrY. uNlr ! _ STREET PHASE Z I PHASE p 1 CONST. A.C. OVER A.B. 319,885 SF 168,932 SF 2. CONST. TYPE A-B CURB PER RIVERSIDE CO. STD PLAN NO. 201 7 552 L.F 3,978 L.F. ¢ 3 CONST. 6" A.C. BERM PER RIVERSIDE CO. STD. PLAN NO. 212 674 L.F. ¢ CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. 17,027 SF 1,350 S.F. e m 5 CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403. 3 EA. 2 EA. € . 6 INSTALL STREET NAME SIGN PER RIVERSIDE CO. STD. PLAN NO. 616 2 EA, 2 EA. o C 7 CONST. B"A.C.BERM PER RIVERSIDE CO.STO. PLAN NO.212 143 L.F �.g g CONST. A.C. BERM TRANSITION FROM B" C.F. TO 6" C.F. 33 L.F 9 CONST. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. PLAN NO. 306 4 EA. t0 CONST. BARRICADE PER RIVERSIDE CO. STD. PLAN NO. 810. 76 L.F ! $ II CONST. LOCAL DEPRESSION PER RIVERSIDE CO. STD. PLAN NO. 311 3 EA. € 12 FEATHER OVER EXISTING FOR A SMOOTH JOIN 814 IF 600 L.F 13 REMOVE EXISTING BARRICADE 85 LF I- 14 CONST. TYPE "D" CURB PER RIVERSIDE CO. STD. PLAN NO. 204 4,066 L.F 1,385 L.F - 15 CONST. VARIABLE THICKNESS A.C. CAP 5,026 S.F ! 16 CONSr CONC.CROSS GUTTER PER RIVERSIDE CO.STD PLAN NO 209 AND 209A 2,300 S.F. 17 REMOVE OR RELOCATE EXISTING IMPROVEMENTS BY OTHERS / EA.1 3 - EA. IB ADJUST EXISTING SEWER MANHOLE TO GRADE �. f9 ADJUST EXISTING WATER VALVE TO GRADE 20 CONST CONC.DRIVEWAY APPROACH PER RIVERSIDE CO.STD PLAN NO. 207 1378 9.17 21 CONST.90'MEDIAN TRANSITION PER DETAIL 4 EA. 3 EA. 22 INSTALL STREET LIGHT PER RIVERSIDE CO STD PLAN NO./00/ 22,000LUM /6 IF& 8 EA. -� 23 INSTALL STREET LIGHT PER RIVERSIDE CO.STD.PLAN NO,1000 9,500 LUM 4 EA 24 CONST TYPE A-6 CURB PER RIVERSIDE CO.STD. PLAN NO. 200 247 L.F. - 25 CONST. CURB TRANSITION FROM 8"C.F TO 6"CF /to L.F 26 I SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 34 173 S.F. !' 27 SAWCUT AND REMOVE EXISTING A.C. BERM 240 L.F 28 SAWCUT AND REMOVE EXISTING CONC.CURB 630 L.F. 29 SAWCUT AND REMOVE EXISTING CONC.CROSS GUTTER 15 025 S.F { 30 SAWCUT AND REMOVE EX I TING EDGE OF PAVEMENT 1 31 INSTALL #6 PUCLBOX 32 CONST 60'MEDIAN TRANSITION PER OETA/L 33 INSTALL 3'PV.C. SC9.40 CONDUIT W PULL ROPE FOR FL/TL/RE TRAFFIC SIGNAL p 34 INSTALL 2"PVC.9CH.40 CONDUIT W PULL ROPE FOR FUTURETRAFF7CS/GNAL o o 35 CONST.PARKWAY CULVERT PER RIVERSIDE CO.670.PLAN NO. & STORM DRAIN I m Z 60 CONST.Co.NO.I PER R.CFC. WC.O. STD DWG.NO.CB.100 EA. p 62. CONST INLET TYPE X PER RCF.0 W.CD STD DWG.NO.C.B.10B 4 EA. � C 63 CONST M.H.NO.I PER R.CFC.0 WCD STD DWG.NO. M.H.251 1 EA. Ii s c 64 CONST M.H.NO 2 PER R.CFC. t! W.C.O. STD. DWG.NO.M.H.252 3 1 EA.i p 65 CONST M.H.NO 4 PER R.CFC. f W.CD. STD. DWG.NO.M.H.254 2 EA. 67 CONST J.S.NO.2 PER RCFC( W,C.D. STD. DWG.NO.J.S.227 2 EA. 681 CONST JS.NO 4 PER R.CF.C,C W.CO.STD.DWG.NO J.S.229 2 EA 491 CONST CONCRETE COLLAR PER RCFC f W.C.D.STD. DWG.NO.M 609 EA. 70 CONST OUTLET PER CAL-TRANS STD PLAN 086-8 1 EA. 71 CONST RIP-RAP PER DETAIL ON SHEET NO.10 600 S.F 72 CONST CONCRETE BULKHEAD PER RCFC.0 W.C.P. STD rW .N0. M@li 2 EA. 73 CONST. HEADWALL PER CAL-TRANS STD.PLAN 089 3 EA. Ie6 CONST.T.S.NO 1 PER R.C.FC 0'W.CD STD.DWG.NO.TS 301 2 EA. 79 INST. 30'C6.P C6EE PROFILE FOR AGE 61 L.F ! 80 INST. IB'RCPCCLASS IV 236 L.F. wW 60' R1W RIW 48, RIW 82 INST 24"R.C.P(CLASS IV 105 L.F - B4 INST 30-R.O.PCSEE PROFILE FOR D-LOAD 175 LF. �- 30' ¢ 30' 34' 34 VARIES- 48'TO l00' Be. INST 36-R.C.P CSEE PROR LE FOR D-LOAD 115 L.F �1 90 INST 48"RCP(SEE PROFILE FOR O-LOAD 500 L.F i 10' 20' 20, 10 10 24' 24' to, VAR.-24'T050' VAR.-24'7-050' 92 INST 54"R.0 P. SEEPROFILE FOR 0-LOAO 927 L.F. !o' p 2 94 INST.60"R.CP SEE PROFILE FOR 040A.D .F 147 L 4 4' 6' 6' 4" p 4' 6' p 1 0 I 1 10, 1 Ip'�� 99 1 HST.75 W x 3.O'H R.0 BOX PER DETAIL SHEET le. L.F L/L LEVENE LEVEL LINE LEVEL- I �N-_ - - E - FUTU RE / SIDEWALK�r FUTURE SIDEWALK SIDEWALK SIDEWALK } PER PHASEll EII I 4C9 STADIUM 1 24 4 2 2 FRONTAGE PER P//ASE I CAMPBELL STREET PETE LEHR DRIVE RAILROAD CANYON ROAD rf.=50-7.0 MIN.STRUCTSECT.=3-A.C14iAB MIN.STRUCr.swr3�r,/4A.8. CFORMERLY SECT 3 STREET) N.T.S. 8 SrA.5-92.42 TO STA.S•01.02 STA.1♦00.00 TO STA.10,45.06 MIN.S,,70.0 SECT.= .A.C./4'A.B. STA.10�00.00 TO STA.14.06.39 i Gl E C D RW 130, R/W R/W 120' R/W R/W 100' R/W RIW 100' RIW 70' 40' 40' 4 40' 50' 50' S0' PROP � 50' -to'_ 53' 7' 7' 43' 10' 10' 43' T 7' 43' 10' 10 33' 7' 7' 33' Io, to' 33' 7' 7' 33' 10' G' 4' V5 0= 4' 4' 6' 4' a9 ? 4' 6' 6' 4• y' o 6' 0.5' H6' 20• EX. 1 LEVEL I LINE S I 1 LEVEL I LINE I 1 OZ- LEVEL I LINE_ 2S I EXISTING I ��-LEVEL 1 1 LINE SIDEWALK- - 2% •�SIDWALK PER SIDEWALK PERSIDEWALK BSTADIUM 4 I 14 I PIIASEII 4 1 14 I PHASE II 4 1 i 14 1 X. PHA SEIIK PER L---L e.� I 14 I PERPHALEII FRONTAGE SIDEWALK SIDEWALK EXISTING 'CA 30' PER PNASEZ 2 Z e STADIUM 2 2 -STADIUM 2 MEDIAN - 2 2 PER PLAN EXIST 24" FRONTAGE FRONTAGE EXISTy TERLINE^-�,1 IMPROVEMENTS WATERLINE lI; - PER PHASE I PER PHASE I DIAMOND DRIVE DIAMOND DRIVE eSS MALAGA ROAD MALAGYA ROAD ! ' N.T.S. T.1.=9.0 N.TS. T.1.=9.0 pP� ICA� N.T.S. T./.=B.5' >>�NOTE N.TS. TL-8.5' M IN.STRUCr SECT-SA.C. 6'A.S. MIN.SrRUCT SECT=SAC. 6"A.13. � MIN.STRUCT SECT=4AC 6-A.B. CONTRACTOR SHALL POT HOLE ' MIN.t29.STRLJCr SECT.rA.161 600. STA.l00*00.00 TO STA./05+19.66 STA.105 r19.66 TD STA.(26.28.0@ � STq.75-Op.95 TO STA.93-29.53 AND VERIFY TRENCH COM PgCTfON. �-q g3 t29.53 TO STq,/00 r00.00 NO 241.193 68 O //993 r of CALlf REVISIONSI CITY OF LAKE ELSINORE mo 2 PREPARED - PREPARED BY: HUNSAKER AND ASSOCIATES INC. �_ g THREE HUGHES - g ! G3 DOUL S E YDER RCE 4068 EXP. 12-31-93 IRVINE. CA. 92718 2W 1 2 DATE. 1714) 583-1010 STREET IMPROVEMENTS ro c APPROVED BY: s - / Ny '� m nr19N er ArrR ogre SCALE 1 1'- 40' SEE SHEET 1 18 '- w� I D T7P I GALS EST. OF OUANT. 6HEET5 . DESIGNED BY: DRAWN BY: - 0 CH CKED Y: PROJECT MANAGER: DATEI g-lT1M DATEI W.O. FOR: F.B. FILE N0: 3 M n IMP. PLAN art. 9 rorro aLL.LIAIIK- 3W ED.441UPFI 12WI! 13" 17-Age-e3 07,32 AM/ lzzo-z 550 ! r r --_ - —.- - n ❑ , i j • I ! i - - : I , j I _ s 44 5rrN4 @EN - f ^ �` { � `• i O. Off . 'tl1..- 1 n I _ - f - .� y. O O 1 7. O 0B �� •—#--�-�-�y m�1--'c ONB N t �, \D; Obi 1 *OJ. N h1`, •m\. i n�l Off} wOp. ONI �1` ti1�' pp QM! Q01 m I ' _ � r kYN -1m�:. ] .art V _ I 7i� g O� p 4 ❑ v cUp — r y - Z N MILS�� z E (I�4;9111"O. " / I'�A. . Rle (=; _... I 1 ; I + C . >J I Ai On PR LE 1 �; SCALE I 1 - t ] j t4lt 1 + , LERL l &. � I o I 29 30 31 32 33 34 35 6 37 38 aF' « STREET CONSTRUCTION NOTES IQ-CON9T. A.C. OVER "A.13 o--CONST, ACCESS RAMP PER RIVERSI DE CO.STD.PLAN W.403 D-CONST, 9"A.C• BERM PER RIVERSIDE CA STD.PLAN NO,212 ] # 15 CONST. VARIABLE THICKNESS A.C.CAP ♦y ♦y - 17 REMOVE OR RELOCATE EXIST-ING IMPROVEMENTS BY OTNERS ADJUST EXISTING WATER VALVE TO ORADE ,r SOP _ 12 FEATHER OVER EXIST/NG FOR A SMOOTH JOIN ?PLu $AWCUT ANp REMOVE EXISTING EDGE OF PAVEMENT EXISTING IMPROVEMENTS �\yy?� \tiw p m - m f P n CD EXISTING IMPROVEMENTS MALAGA ROAD ?R 0 �' a W m to a o SYLVESTER ROAD W ODO \ N�y NJ corn L N ETN W LIDu 3 t S I �00 n16Qi�Q� ma FeO. �a NN e 01 CL I \ E z �T C] �� 12 ` N IS*56'19"W a FF 12 `IY CITY LIMITS w It � GO "I N 19 A's I g•40.24 1 FUTURE CURB "I���,��. 5 N? '• 7 f CUTTERS Ex.21 �'R� 0 or (A ` 11 •W OD '10' N c p Z Lu I� 1n� n3Tv I p ON � f`o t. a� W= v LbvW m� .y14 mF W W W 2 uF nnW 2 e cT' - O O II rA�w �Y e'IW Tj 6�1� Nk5 19 y� OiK VN f m3 mc°I ti �ti VW np VFW m4 ni3 m� 1ti 0[ N (: d:3 d'.. A Q y1W �k O1. z +W . 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MMUE E_RE -2 cz mph-T v r 20 lows MU-3.19121419- WE== OR ME17,11111 - RENDERER a SZoar-irfor-Mmmoffign, HT!""MR:==MM =MMMM_ =M_ RE! 1 10 sew mmom rTir-r-Up SINE m====mmEM=m= ME N NEEMSEEffimmoommo RIEND =EM= w NOMMEME -===MERE =M- BEER offiffiffi-Offi=M- MEN 2= M= kmiftbm, a .k?I A i ft P FM --- --- Room E MEMEMEMEMEME EM ME _MffMM=_=MMMMMMM .17 H-1272 MENEM 11 HII go -v ON M- I U I ON E12 "0 "0 NEW 1012F31 MIR 11,11 :111; Yi 111 1 11111711 uj SIGNING AND STRIPING CONSTRUCTION NOTES I 9 PI PAINT 4"SKIP WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 9 L'S soo• P©---PAINT 4'SOLID WHITE STRIPE Z zoo• O E3 PAINT 4•DOUBLE YELLOW STRIPE PER CACTRANS TRAFFIC MANUAL DETAIL 22 p �PAINT 4"DOUBLE YELLOW STRIPE PER CACTRANS TRAFFIC MANUAL DETAIL 29tj zm Pa PAINT B"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 36 It C � P -PAINT I2"WHITE CHEVRON STRIPES OR DIAGONAL F Ig N W �PAINTI2"90LID WHITE STRIPE in `p21 I� m p o M m ®-PAINT WHITE TURN ARROWS)TYPES ]7 a Ih W —PAINT WHITE "STOP-LEGEND 2 _ W PAINT 4"SOLID WHITE STRIPE PER CALTRANG TRAFFIC MANUAL DETAIL 279 _JSO _ V. 74 77 1� 78 79 e0 QI 62 Ln O N N PI SI INSTALL RI "STOP-SIGN I Q 9 INSTALL R26S"NO 9TOPPI146 ANY TIME"SIGN i 9 3-INSTALL R7,TYPE N•f MARKER In - -- -g2 o--INSTALL RIO "ONE WAY" SIGN -- I, 52 p �—INSTALL W74 -THRU TRAFFIC MERGE LEFT"SIGN tr1 57 INSTALL RIB "RIGHT LANE MUST TURN RIGHT`SIGN P 3 se � INSTALL R61 SIGN MODIFIED AS SHOWN ( r J-INSTALL WBI -END".S16N W1TYPE N-2 RED MARKERS e� - 5�--INSTALL W31A "ROAD ENDS 200 FT"('SOD R�SIGN I5g-INSTALL W17 "STOP AHEAD"SYMBOL SIGN ffi SEE SHEET N'12 ®--INSTALL W75"LANE ENDS MERGE RIGHT"S/GN (' DIAMOND DRIVE I ' I RB-SANDBLAST EXISTING STRIPING/LEGENDS I I I � d a 1Is9 B daLs tIM5 din6dws e s14 W € D W 2 51 2 2 ? C p o Pe - IL 5D W h V N P2 tn' P2 _ _ P_ _ N _ _ _ h P4 N i_V W 7 IL e4 - _ ss mI _ _ _ y ec V 35 fu N IVQ __ o ►ry I O QD1 I 2 O � I I N I I I I m I I I I DIAMOND DRIVE C \ FUTU RE \� + 3 m 1 rl: OJ ad1'r o� � z G7 GENERAL NOTES / �pW c F ig m I. ALL SIGNING AND STRIPING SHALL CONFORM TOTHE CALIFORNIA Lu DEPARTMENT OF TR Po ANSRT/ON( L7oCACTRANS) CUMENTS:TRAFFIC MANUAL,MAINTENANCE MANUAL,STANDARD PLANS,AND STANDARD O -- c I SPEC f FICATION S,JULY,1992 AND AS MOST RECENTLY REVISED. m 2 2. REFLECTORIZE ALL STRIPES AND LEGENDS.PAVEMENT LEGENDS W b N 2 i i PER CACTRANS STANDARDS. 3. PAINTING PROCEDURES FOR STRIPING AND MARKINGS PER STANDARD V1 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWAIAGC) AND SPECIAL PROVISIONS. 2 _ _ O I, ' 4. ALL CONFLICTING LINES,MAR KINGS AND RAISED PAVEMENT MARKERS � '+ � — — — in t SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED, METHOD PRIOR TO INSTALLATION OF NEW STRIPING 5, NEW SIGN POSTS SHALL BE GALVANIZED STEELS EASY ERECT Q - 97 _ 350 BREAKAWAY O STEEL TUBING WITH BREAKAWAY BASE "UNI- E In STRUT-OR APR PROVED EQUAL. SIGNS SHALL BE MOUNTED 0IV STREETPe — — — — m •d. P1 57 1J Na\3 LIGHT POLES WHENEVER FEASIBLE. O 2 \O Et G. MARKINGS TO BE THERMOPLASTIC IF STREET f5 CONSTRUCTED Q S7 - V \55yNE TO FINAL GRADE. +I 2 1'/1 gEE N 52 F M A LA GA ` E861 R 0A D N0. 24068 (� 40 10 0 30 120 EV 0 IJ 20 6 16 60 CALIfd REVISIONSI PREPARED BY, g PREPARED a HUNSAKER AND ASSOCIATES INC. CITY OF LAKE ELSINORE $ 1 D THREE HUGHES ��� C DO L6t_SKYDER RCE 4068 EXP. 12-31-97 IRVINE. CA. 92718 DATE: D141 683-1010 I v SIGNING C STRIPING PLAN OF i D APPROVED BY, s 18 SCALE, 1"- 40' MARK CEWRIPTICN er APPR DATE BEE SHEET 1 - SHEETS DESIGNED BY,R.I.GULLEDGE DRAWN BY,R.J.GULLEDGE _ I CHECKED BY: PROJECT MANAGER:DOUG GN.,;. DATE, IDATE, I W.O. IFOR, I F.B. FILE NO. —�- -' _- - STRIPING PLAN SYLV.PH-1 L1.2.31 - I7S W.NS]PF, 122E-2 13021 25-A.9-93 09.50 AM/ 1226-2-M SEE SHEET N'11 MALAGA ROAD �g I 9 _ C SI p Q O _ ---------''�/ I a a Lu DIAMOND DRIVE N n V — — N m FUTURE a ^ pl ly • a M s3 N uj �z O ioa _ OP. Lu - Z 3 / \ STRIPING PER PHASE IT CONSTRICT/ON Q ---------------- I W r b bo \ L 'TOP 5CA) lO I SEE HEREON � PETE LEHR DRIVE SIGNING AND STRIPING CONSTRUCTION NOTES a 24• 24' g 0 _ Z PI PAINT 4"SKIP WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 9 j Ps 1 S I z o--PAINT 4"SOLID WHITE STRIPE � N ��co - _ __ 00`]] P3 PAWT-4"DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 22 —PAINTW ROUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 29 PS PAINT 4-WHITE BIKE LANE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 39,39q �— Pg--PAINT Q"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 38 PAINT 12"WHITE CHEVRON STRIPES OR DIAGONAL 2 DIA MONO DRIVE = 1 —PAINT I2"SOLID WHITE STRIPE c _ -- 24' PERPHASE IZ ®-PAINT WHITE TURN ARROWS)TYPETZ T 3 ^' p .s. 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SIGN Pz P4� E I-INSTALL TYPE N-1 MARKER •� 2 E—INSTALL RBI"DIKE CANE',R97"NO PARKING'COMBINATION SIGN PER CITY - INSTALL R41"RIGHT TURN ONLY"SIGN DIAMOND DRIVE _ — n b — V ' O SEE HEREON RAILROAD CANYON ROAD -- 111 � J RAILROAD CANYON ROADLn -- EXISTING w g �n (FORMERLY KUHNS STREET) U, I 1 O -- MN � P3 m NcT N T N 1 -- 12 c PETE LE'H R DRIVE i u NO. 24066 (* W E1P.,Z/31/97 40 to 0 30 120 s' 1 20 6 16 60 cA�TF� cos REVISIONSI PREPARED PREPARED BY, HUNSAKER AND ASSOCIATES INC. CITY OF LAKE ELSINORE $ z THREE HUGHES g I7 DOUL%• SKYDER RCE 4068 EXP. 12-31-97 IRVINE. CA. 92716 i2 C DATE:11120 1714] 683-1010 APPROVED BY, SIGNING 0 STRIPING PLAN OF SCALE, 1"- 40' MARK DESCRIPTION BY APPR DATE SEE SHEET I 6HEETS DESIGNED BY:R.J.GULL EDCE DRAIN BY:R.J.GULLEDGE - CHECKED BY: PROJECT MANAGER:000G SNYDER DATE: DATE, I.O. FOR, F.B. FILE NO. I - STRIPING PLAN R.R.CYN.4 `A•61 01 - 17510.4461 PF, 1228-2 13022 21 09,50 AM/ 1228-2-600 SIGNING AND STRIPING CONSTRUCTION NOTES [ I PI PAINT 4"SKIP WHITE STRIPE PER CALTRANS rRAFF/C MANUAL DETAl6 9 , --PAINT 4"WHITE STRIPE 1 o-PAWT-4"DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 22 :» ' I R--PAINT4"DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 29 , �` B �PAINT6"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 39 51 —PAINT 12"SOLID WHITE STRIPE Pr9-PAINT WHITE TURN ARROW�S)TYPE 1Z G] ®--PAINT WHITE "STOP"LEGEND P R O O O /' z II PAINT 4"SKIP WHITE$TRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 40 N m PI N E s "Q - a _ o clrr uMlrs Af--PAINT 4"SOLID WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 276 Z O N p1� Cp(/MY LIMITS W(r ul - - - - - N Q v tin P4 jU PI I % R P I I 7 I MALAGA ROAD I Mf5S10 TRAIL Si Sr, SEE BELOW HEREON W IB I �z .......... _ y • i. F Ww'rvr PI V O ..... ..... ..... ..... ..... ..... ..... ...... ._.. ._.- ._... ................... 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RAILROAD CANYON ROAD -ZZ P3 (EXISTING FORMERLY KLI14NG STREET h CAMPBELL STREET EXIs'rING v SEE ABOVE HEREON EX/STING MALAGA ROAD SYLVESTER ROAD Ilr I O .IDS d ♦\ I 4 $ -- -- - z 11 \ p Z N N �......,..........T...., E 37 -RUNTY I LIMITS d' Ji 1T �' 38 ' ..............�........ ......jry......._............._.........: .............. ..qT................................� �� .............. .0..�....................................� , to Q ' sw f SLOP Snl-INSTq LL R-I '•STOP" SIGN M ISSION TRAIL II INSTALL TYPE N-4 YELLOW MARKER ( I r f. wINSTALL W2CLT),WG(25M.P.H.)SIGN MALAGA ROAD INSTALL RGI S16N MODIFIED AS SHOWN—� t INSTALL W75"LANEENOSMERGELEFT"SIGN aavo.ILr SEE SHEET N=II pOFEdeLO� g,.�� N0. 2406E \/ SANDBLAST EXISTING STRI PINGILE6END a E%P.1E/Jiro7 Bo--INSTALL TYPE IIE BARRICADE WITH C2 "ROAD CLOSED"SIGN 40 10 0 30 120 20 5 15 60 of o��If REVISIONS( PREPARED BY: CITY OF LAKE ELSINORE g z PREPARED HUNSAKER AND ASSOCIATES INC. THREE HUGHES E Do6jLAS $ DER RCE Z O6B EXP. 12-31-97 IRVINE, CA. 92718 t3 $ C DATE: [714] 583-1010 OF APPROVED BY. SIGNING i STRIPING PLAN 8 KARK OCAWTIol BY APPR DATE SCALE: 1"- 40' SEE SHEET 1 I SHEETS DESIGNED BY. DRAWN BY,R.J.GULLEDGE CHECKED BY. PROJECT MANAGER,DOUG SNYDER DATE. DATE. W.O. FOR. F.B. FILE NO. I STRIPING PLAN M16SION TRAIL (1) -355tO.4453PF, 122/-2 13024 27-Au1-93 02.39 PM/ 122E-2-0L0 o Z I SEE SHEET N'IZ PETE LEHR DRIVE V 51 O d01 TRAFFIC SIGNAL CONDU_I T_ O J W --y - P2 '' _�— 0) a7•. .0 D] P �� 5p�,r�r m -3 O •a•�.... 0 5 ~ -Zog' ""�j1 — 7- — _ � Q _ _ 53 PZ N d P8 PI -- o � In -- -- STOP (A z TRAFFIC $1 SIGNAL 5 CONDUI T -7 7 SCALE. I•.b' !.....,y vwu............w... CAM PSELL STREET 1 3g•r O — _ _ _ _ — _ _ m PI 5 A) :4 S toW P1 _ _ _ ._ _ _ _ _ _ jN ..i.� r ,- N P2 g P P2 lit _N µ . . I ......... $Cep i' o \ 1 SIGNING AND STRIPING CONSTRUCTION NOTES PI PAINT 4'SKIP WHITE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 9 DIAMOND .DRIVE � N —PAINT 4"SOLID WHITE STRIPE �\ P3 PAINT 4"DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 22 PHASE II �-PAINTW'DOUBLE YELLOW STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 29 P©-P.'AINTb"WHITE BIKE LANE STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 39,39A F+VO /.• ••�. - S� / r �4—PAINT B"SOLID WHITF STRIPE PER CALTRANS TRAFFIC MANUAL DETAIL 39 ©--PAINT!2"WHITE CHEVRON STRIPES OR DIAGONAL C •Q�� 'PAINT 12'SOLID WHITE STRIPE pFE98)o�," 5-FAINT WHITE TURN ARROWS)T-YPE12Z PAINT WHITE "STOP"LEGEND P1 PAINT WHITE "BIKE LANE-AND ARROW LEGEND m No. 24o6e NO. W 40 10 0 30 120 m `� O LL ®-SANDBLAST EXISTING STR(PING LEGEND CA �rP OF fir o--REMOVE EXISTING SIGN 20 6 16 60 E 8 REVISIONSt PREPARED BY. $ z PREPARED BY., HUNSAKER AND ASSOCIATES INC. CITY OF LAKE ELSINORE E L) THREE HUGHES' / ��•• E •�` C ��� DOUGLAS 6N ER RCE 24058 EXP. 12-31-97 IRVINE. CA. 92718 5 5�j —INSTALL RI "STOP"$IGN DATE, LY, 17141 W-1010 L" p F�INSTgLL R7, TYPE N-I MARKER SIGNING 0 STRIPING PLAN °F _ PJ INSTALL R 8 1 A"BEGIN" R8IB "END"616N APPROVED BY) INSTALL R81"BIKE LANE;R97"NO PARKING"COMBINATION SIGN PER CITY SCALE. 1"" 40' PHASE n: SHEETS I. HARK DESCRIPTION er APPR DATE WE SHEET 1 6HEET6 DESIGNED BY,R.J.GVLLEDGE DRAWN BY:R.J.GULLEDGE CHECKED BY: PROJECT HANAGER:DauG SNYDER DATE: DATE: N.O. FOR. I F.B. FILE N0. �.. } YTRIPINC PLAN R.R. CYN. 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"...... ............ _ _ ... ..._�� . . ... ..... .... .. .dry _ __ -- ........... 4-a__11 J,�: If f 5 0: I _ _ - _ - _.... _. _ ... + _ .... .. _ _ :: ::_ a a _ ........ ........ _ .__ - - - - - _. - - - - ... e 0 _ - - - _ It_ ... ........ __ ........ _._. ... __:: . . ...._ :...... ... _ 4. _..._.. ...... ._.... ...._.. . . Ji - _ o ._ _ (31 P ...... ._._ .. ._ ..... ......._' _.. __.......... .._ ._...._.........._ ., _ _.-. ., _.._ ... .... ... :.: .: .. ::: ..;':. ....._. ;: ..... _._.. ..,:.. .CLASS IV 2 3 4 5 g PROFILE scALEs " 1 \ \ HORIZ.: 1"-40' LINE C-2" VERT.: 1 4' I CONSTRUCTION NOTES J \ \ \ 62 CONST. INLET TYPE X PER R.C.F.C. k W.C.D. STD. DWG. NO. CB 108 64 CONST. M.H. NO. 2 PER R.C.F.C. do W.C.D. STD. DWG. NO. MH 252 0 r Exit/.WA+mT „'% II W_" W/h 73 CONST. HEADWAL PER CAL-TRANS STD. PLAN D89 \'`1 `~'I [aocrefe Dedd [oncre%Deddny 71 CONST. RIP-RAP PER DETAIL ON SHEET NO. HEREON � 1 -Inver/,rcinfarced Cane eewdu!! _ 80 INST. 18` R.C.P. (CLASS IV) wwdfora,kr arch or bar ice han 90 INST. 48• R.C.P. (SEE PROFILE FOR D-LOAD) tJ I I I { X --WASHED SAND - l / I I �,l \ ..�:�i• -eack fill - ____ I + �i �n'wa I �• &W.11 compac%d/o!ez � 2 t70 e-Z000 fencr�/e•-..��'-__ 2:Nn x -�>>--T I�-----------LINE "C-1" � � { _ y• . �' \ ��, o r za-e sego cancro/e EX. 24` C.M.L. WATER /:... _. ,r A/Abe eonlroclare op/ian; �'.� \�`-!_i/f%rj,(._•..?-.._>wo/oyon of building Doper • �` i agoras/er/allag cavK.400w 'Rk m $62 m ogo ns/oc er/� d/sldrbcd 2 ponk,provided/ha/lhe width r - '---Crisling cane.6eddiy. -_7 �- -- -- -- -- -- -- -_ -- vs fhe sonic os/he bose wvdih Ur�siar6ed -qY/� O/p�,pe LK/L # C deie—wed frogs me o6ove. 6or/h. 10' c -------' l UNLESS SHOWN OTHERWISE m --------' - _ - FINISHED OR I 90 A - EXIST. SURFACE _ _, so CONCRETE SLEEPER DETAIL' '13 - -----W--- -w--- bDz 71 I I -W-- - ------_-----W---- ------ --- ---- o - --- FOR EXISTING WA LINE _NOT TO SCALE z MALAGA ROAD 5+59.67 M.H. N0.2 '- I� — — -- -- _ -- --�--- r -- -_ orEs 1 PROPOSED OR EXIST. ~ 1 I I DRAINAGE STRUCTURE '-�'1265 b � t. SLEEPERS SHALL EXTEND ACROSS THE FULL WIDTH OF THE TRENCH u 1268 _1260 � EXCAVATION. 1255— t. IN THE CASE E A PIPE CONDUIT CROSSING ASE@ THE WATER.,THE FILTER FABRIC STONE GRADATION HEIGHT A THE SLEEPERS SHALL R INCREASED TO MAKE FULL ! 79*38'15 CONTACT AROUND THE LOWEST QUARTER of THE PIPE CONDUIT CIRCUMFERENCE. M r SIZE x LARGER THAN m 2 I U N E ( ' I 1. FORMS FOR SLEEPERS MAY BE LEFT IN PLACE.PROVIDED THEY tj/ 1, V L 80 { ' h` PUMP STATION ARE lIOT IN CONTACT WITH THE WATL/T '100�yf o - 5 71 I3 r •. THE AREA UNDER THE SUPPORTED CONDUIT,BETWEEN THE SLEEPERS - 1Do# 50 - 100 O SHALL BE CLOSED WITH WOOD OR SHEET METAL STRIPS BEFORE SDj� 95 - 100 z w I rye BACKFILLING AS FOLLOWS: w 1265 LINE "C-L 1+� AT THE SIDES OF ARCH ON BOX SECTION 1 ib1 AT THE LOWEST QUARTER POINTS OF THE PIPE. Li Z 5. WITHIN THE L1M!TS OF THE SLEEPERS NC jMNTS IN THE CQNDt'ITS RIP-RAP DETAIL SHALL BE PERM:?TED. i oc L7 N.T.S. 5 ui CURVE DATA REVISIONS: APPROVE BY: PREPARED BY: O - ESS, CITY OF LAKE ELSINORE z g DELTA RADIUS �"�++ —TANGENT MAP DATE IDENTIFIER P"DF HUNSAKER & ASSOCIATES MR In A 90°00'00` 45.00 70.69 45.00 QSPy� � 3 RUCHES IRVINE, CA. 92718 m 0 DATE OF LATEST CHANGE TO THIS MAP y GARY A. ARTI R.C.E. 50318 EXP. 6/30/97 ELSINORE STADIUM u A DATE: 714 583-1010 7 air 09/15/93 BY:M.M. No.Bos18 � �� STORM DRAIN IMPROVEMENTS Na 3 DATE OF THIS PLOT APPROVED BY: 09 17 93 cIv1L SCALE: 1"=40• n p Is fOpCAL' ""'K DE5Ck170N BY APPR DATE SEE SHEET 1 LINE C SHEETS d DESIGNED BY: GARY MARTIN DRAWN BY: MARTIN MILLER 3�.. CHECKED BY: GARY MARTIN PROJECT MANAGER: DOUG SNYDER DATE: DATE: JUNE 1993 W.O. FOR: F.B. FILE NO. 44-ITO �I _- K:\A\122"SD\C7 STREET GRADE CAST-IN-PLACE PIPE GENERAL NOTES 1. UNLESS OTHERWISE NOTED HEREON OR ON THE DRAWINGS, ALL CAST IN PLACE PIPE (C.I.P.P.) FOR SHAFT NOTES, DETAIL AND SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STEEL STEPS SEE R.C.F.C. & W.C.D. CONSTRUCTION" (THE GREEN BOOK) SECTION 306-4, ACI346-81, ACI346-81P AND INSPECTED PER o N N N A DIRECTION SECTION 3-6.5. A STD. DWG. MH 257 1. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF PIPE THE LATEST EDITION OF THE"PUBLIC WORKS INSPECTION MANUAL" OF CONSTRUCTION 2" DEEP SEAT TO CORRESPOND WHEN DIAMETER "D" IS 48" OR LESS. EDGE OF SHAFT SHALL BE LOCATED 2, AT THE OPTION OF THE ENGINEER, A DEPUTY INSPECTOR SHALL BE REQUIRED TO BE ON THE JOB j TO M.H. SHAFT, GROUT BETWEEN AT EDGE OF PIPE WHEN DIAMETER "D" IS LARGER THAN 48'. � SHAFT AND SEAT AND 4" x 4" rL M.H. SHAFT SITE AT THE TIME THE PIPE OR ANY APPERTAIN STRUCTURE IS BEING CONSTRUCTED. z 3'-0' FILLET 2. STEPS SHALL BE 3/4" ROUND, GALVANIZED STEEL AND ANCHORED NOT LESS C THAN 6" IN THE WALLS OF THE STRUCTURE AND SHALL PROJECT A MINIMUM 3. THE CONTRACTOR IN ACCORD WITH THE ENGINEER MAY USE ANY CONCRETE MIX DESIGN WITH ANY i_ 1g" OF 4" FROM POINT OF EMBEDMENT. ADMIXTURES WHICH WILL PRODUCE THE DESIGN CONCRETE STRENGTH AND FACILITATE A GOOD AND 0° MAX 1 WORKMANLIKE PRODUCT, CARE TO USE EITHER TYPE II OR V CEMENT PER SOILS ENGINEER'S 3. RINGS, REDUCER, AND PIPE FOR ACCESS SHAFT SHALL BE SEATED IN 1:2 TYP. RECOMMENDATION. WRITTEN APPROVAL IS REQUIRED BY THE CITY ENGINEER FOR THE USE OF ADMIXTURE. � 1 4-- -- -- --�-- MORTAR AND NEATLY POINTED OR WIPED INSIDE THE SHAFT. 4. IF THE PIPE HAS BEEN CONSTRUCTED TO PLAN AND IT IS TO LINE AND GRADE, AND ALL PIPE 1 IRA1 4. BODY OF MANHOLE MAY BE CONSTRUCTED IN THREE SEPARATE POURS CON- DIMENSIONS ARE CORRECT AND THE CONCRETE IS TO DESIGN STRENGTH, NO FURTHER TEST SHALL 1 TYR.. SISTING OF AN INVERT POUR, PIPE EXTRUSION, AND TOP SLAB PROVIDED BE REQUIRED. t 4 DOWELS j 1 1 ALL POURS ARE PLACED PRIOR TO THE INITIAL SET OF ANY OF THE POURS. ° �� •• 18" C-C I I �� �� i 5. DIAMETER"d' < 3/4"D' AND d <- W. 5. THE TRENCH SHALL BE EXCAVATED TO LINE AND GRADE USING A LASER. tY 1Y S. THE TRENCH SHALL BE SMOOTH AND DEBRIS FREE PRIOR TO PIPE PLACEMENT. \ / 2'-4" 2'-4" I 6. ANGLE"P" SHALL BE BETWEEN 30° AND 90°. 7. IF GROUND WATER IS ENCOUNTERED, A TRENCH MAY BE DUG AND FILLED WITH 1-1/2" SKIP GRADED , y r ROCK OR THE THE BOTTOM BACKIE DESIGN MAYGRA BE OVEREXCAVATED AND A BLANKET OF ROCK LACED TO BRING PLAN 1 7. CENTERLINE OF SIDE INLET SHALL ENTER THE MAINLINE RADIALLY EXCEPT 1 WHERE ELEVATION "S" IS SHOWN ON DRAWINGS. n n n » » n » n 8. THE OPENING INTO THE MAINLINE SHALL BE THE OUTSIDE DIAMETER OF THE 8. A PLASTIC SHEET SHALL BE PLACED OVER THE PIPE IMMEDIATELY UPON EXTRUSION AND HELD IN 1 SECTION A - A SECTION 8 - B LATERAL PIPE PLUS Y f1". PLACE TO THE SATISFACTION OF THE INSPECTOR. 9. THE BLOCK OUT FOR THE LATERAL SHALL BE MADE WHILE PIPE IS BEING 9. THE PIPE SHALL BE SHADED WITH 12' OF SELECT MATERIAL 24 HOURS AFTER PLACEMENT. EXTRUDED AND STILL 4N A PLASTK: STATE, OR THE PIPE MAY BE SAW CUT 10. ONE SET OF CONCRETE TEST CYLINDERS SHALL BE MOLDED DURING EACH DAYS WORK. A SET SHALL I e ~I AFTER INITIAL CONCRETE SET HAS OCCURRED. CONSIST OF NO LESS THAN 5 CYLINDERS. 11. IF THE TEST CYLINDERS FAIL TO MELT THE DESIGN STRENGTH REQUIREMENTS, A CORE SHALL BE 1 ° TAKEN WITH A MINIMUM DIAMETER OF 4 INCHES. I A 12. IF THE CASTING METHOD USED REQUIRES THE USE OF A DEAD MAN, IT SHALL BE INSTALLED IN DIRECTION �A'+ •p` THE TRENCH. ' OF CONSTRUCTION o 11 - 13. THE MANHOLES AND JUNCTION STRUCTURES SHALL BE)BLOCKED OUT WHILE PIPE IS BEING EXTRUDED TTI AND SAW CUILLAIN A NASTICITIAL STATE (SEETE DETASSOHEREON). IF THIS IS NOT DONE THE PIPE MAY BE CINT. r 45° V) II �, j 114. AT THE END OF EACH DAYS POUR, THE END OF THE SHALL BE BEVELED TO A 45 DEGREE ANGLE AND i #4 REINFORCING STEEL DOWELS 24" LONG PLACED AT 18" ON CENTER (SEE DETAIL HEREON). - � 15. THE OUTER DIAMETER IN THE LOWER 90 DEGREES OF THE PIPE INVERT SHALL BE INCREASED IF 1 ANY ADDITIONAL WEARING SURFACE IS REQUIRED DUE TO ANY ANTICIPATED DEBRIS FLOWS, HIGH g Z VELOCITIES, OR FOR ANY OTHER ADVERSE WEAR CONDITION. z ,n 4 DOWELS 16. THE SOILS SHALL BE FIRM AND UNYIELDING PRIOR TO THE PLACEMENT OF THE PIPE. + C �� 12' •1Y '� C-C 17. IF ANY CRACKS OCCUR DUE TO EITHER EXPANSION OR TEMPERATURE THEY SHALL BE SEALED WITH F' A LATEX CONCRETE SEALANT CAULK SPECIALLY MANUFACTURED FOR THE INTENDED PURPOSE AND APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. SECTION "A"-"A" PLAN 1 END POUR DETAIL MANHOLE "A" MANHOLE "A" NOTES C.I.P.P. CONCRETE OR METAL PIPE 1. DIAMETER'Dr/2<-'e'<3/4'D'AND 1. DIAMETER'C <'D'/2 AND't <-24'. 2.ANGLE*9 SHALL BE BETWEEN 4S AND 2. ANGLE'A SHALL BE BETWEEN 30'AND BO'. CONCRETE OR METAL 90'' CONCRETE OR METAL 3.CENTERUNE OF SIDE INLET SHALL ENTER 3.CENTERUNE OF SIDE INLET SHALL ENTER LATERAL PIPE THE MAINLINE RADIALLY EXCEPT WHERE MAINLINE THE MAINLINEE•IS µlLWN EXCEPT HERE MAINLINE ELEVATION'S IS MOWN ON DRAWINGS. ' 4. THE OPENING INTO THE MAINLINE SHALL 4.THE OPENING INTO THE MAINLINE SHALL BE THE OUTSIDE DIAMETER OF THE BE THE OUTSIDE DIAMETER OF THE LATERAL PIPE PLUS 2• (*I"). 1 O LATERAL PIPE PLUS Y(*1') I n >h 8.THE BLOCK WHILE FOR THE LITERAL SHALL I I A S. THE BLACK OUT FOR PIPE LATERAL SHALL BE MADE WHILE THE PIPE IS PLASTIC BEING I' BE MADE WHILE THE PIPE IS BEING EXTRUDED AND STILL IN A PUT A STATE, - ,P' I OR THE AND STILL IN A CUT A STATE, N N OR THE PIPE MAY ET SAW OCCURRED. AFTER ' „l1, I -� OR THE PIPE MAY BE SAW CUT AFTER �l4 `',4 A INITIAL CONCRETE SET HAS occuaalb. FINISHED GRADE _ INITIAL CONCRETE SET HAS OCCURRED. H 8.THE DISTANCE BETWEEN CENTERLINE B.THE DISTANCE BETWEEN CENTERLINE L , SHALLINTERSECTIONSF OF MINIMUM, STRUCTURES o t�t INTERSECTIONS OF JUNCTION STRUCTURES SMALL BE B FOOT MINIMUM. ". SHALL BE 8 FOOT MINIMUM. 1' I \ THE CONTRACTOR MAY LAY BACK ° T 7. REINFORCANG STEEL SHALL BE PLACED tir y \ TRENCH TO MAX. 3/4:1 SLOPE WTMA MINIMUM OF 1 1/7 CONCRETE TO AVOID NEED FOR SHORING1(4 DOWELS I N' covER. \ /3 4 e m z ~' 12" 12' 18" C-C j I 12" CONCRETE \ BACKFILL PER SECTION / / CONCRETE 4-#4 CIRCULAR TIES ENCASEMENT V) cL C ENCASEMENT 306-1.3 STANDARD Ti Z w SPECIFICATIONSPLANPLAN PLAN � c 93 D T CONCRETXCONCRETE 01Y CONCRETE OR METAL INCHES LATERAL CIRCULAR LATERAL PIPE 12 4 S, 2 EACH 15 4 RAD• DIA. A B C D E F G 18 5 'b 24" 3' 3 3/4" 31 1/2" 8 1/2" 1 O" 11 1/2' 30" 21 5 I 30" 3" 3 3/4' 37 1/7 10' it 14` 36' 24 6y. 27 7 36" 3 1/T 4 1/4" 44 1/2' 12 1/2" 14" 16 1/Y 43" 30 7 ELEV. 25° O� B' 42" 4 4 3/4" 51 1/Y 14 1/2' 16" 19 1/2" SO' - 333 86 9 »s T+" t2, 48" 5 6 1/2" 61" 16 1/2" 19" 22 1/Y 58"'I f-= CONCRETE 54 5 1/2' 7 1/Y 69' 18 1/Y 21" 25 1/2' 65' 429 E ENCASEMENT 60' 6" 8" 76" 21" 23" 28' 72" ENCASEMENT 45 10 "A"-"A" » n » n » 9• 66' 6 1/Y 8' BY 23" 21V 30" 79" 48 10 SECTION A»-n A SECTION A - A 77 7' 8 1/2" 89" 25" 27 1/7' 33 1/2' 8Er51 10 w 54 10 84" 8" 9 1/2" 1Or 29" 32" 39" 1OO' r 2 Q. 57 10 96" 9' 10 1/2" 117" 33" 36' 4T 11'r o 60 11 w 66 11 0 0:Z o o p C.I.P.P. CONN. TO CONC. OR METAL PIPE JUNCTION STRUCTURE "A" JUNCTION STRUCTURE "Y' C.I.P.P. - TYPICAL SECTION DIMENSIONS sa REVISIONS: APPROVED BY: PREPARED BY: CITY OF LAKE ELSINORE Z!E m g 0 QPpFE551 m Z IN R.C.E. 50318 EXP. 6/30/97 E LS I N 0 R E STADIUM 18 N o _� K NO.50318 A DATE: STORM DRAIN IMPROVEMENTS °F Da s/3°p7 APPROVED N (� � BY: � a - crvlL scALE: '"=40' CAST IN PLACE PIPE DETAILS SHERBETS o -- fOFCALIF MARIL DESCRIPDON BY APPR DATE SEE SHEET 1 3 rn DESIGNED BY: GARY MARTIN DRAWN BY: MARTIN MILLER CHECKED BY: GARY MARTIN PROJECT MANAGER: DOUG SNYDER DATE: g'y" DATE: - W.O. FOR: F.B. FILE NO. L.S� -