Loading...
HomeMy WebLinkAbout05-098_05-088 i I � o APPRC 'vn 'ffAL m Tkmf"IS PLA " E7 i APPLIES OML Y TO SHE S 1 - 5 8 - 12 OF 7 13 - 27 270 SHEETS�!� 9 y E ARE /,� W z M07 PAR I I 1 I 0F 7HIS APPR, CVED FLAi SETO I � o cc :�i Cl N GZ3 E b O c O 0 �^ v � I i a 0o I N > } I p a CAUTIONI LOCATION OF EXISTING UTILITIES ON m n/ THESE PLANS ARE APPROXIMATE AND e v0 SHALL BE VERIFIED BY CONTRACTOR + o PRIOR TO CONSTRUCTION. 0 c I4 05.m-20o5 I + t eo CENCH MARK+ REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL L++� SHEET n T DIG ALERT COMPLIANCE WITH THE APPROPRIATE ��Qw/ RIM ENGRdnU TG COMPgN CALTRANS PERMIT •08-04-6-MC-1346 CITY OF LAKE E L S I N O R E .2 - CITY OF LAKE CHISELED S B-95-56 �_ CONDITIONS OF DEVELOPMENT AND/OR 12.1 o° DESCRIPTION: CHISELED SQUARE �� STREET IMPROVEMENT PLANS _ ON TOP OF CURB,ELEV 12T4.91 CITY AND STATE LAWS,AND HAVE BEEN BARRY J. COWAN a >r a1+w a:.da. o..�w emel= nnm UNAUTHORIZED CHANGES+ OF LOCATION: FROM THE APPROXIMATE CAM FOUND ACCEPTABLE. n +alq w.%srv.•o.wu •v+4.....e-nu<Inga.+«. ...b,r.,� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER AVENUE, CENTRAL / c o BEFORE No. C46568 A RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 27 N 0 N INTERSECTION V NUE6COLLIER AVENUE AVENUE (STATE HIGHWAY 74) O p AND CENTRAL AVENUE 66 FEET YW alol ��� �` exo.6-30-07 » PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS c a SOUTHWESTERLY ALONG CENTRAL 1�OD-227-2600 r pr J} CIVIL �� PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND C A M B E R N AVENUE � AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE E OF CAC1 y OL D/SCLOSURE / . CHISELED SQUARE ON TOP OF CURB Cal at boat 2 'r a "/iwM.q OC s L wrkkq data prbr to excavathq. �-_._ SCALE: O i OPPOSITE FIRE HYDRANT DESIGNED BY: .DRAWN BY: CHECKED BY: CITY ENGINEER BARRY J WA ,RCE -C46568 (EXP.6-30-07) DATE DATE: _ PLOT DATE: 13-MAY-2005 JN 14502 ��n . . . . . . . . . . _J= L 40 am- —PRO'.F 4— A -4 f-s)-c VrA _cL J m f1 EX.Q_ awp IOL EX :2 ',H ................. 0.7. . ...... ........... .............. .... .. . ......... ............ N, _7 ........................ 4- 110 vs E6 ....... --------- z_ Poo- __j 7— A_44- 12 4 ............. 18*tCP -4- :1#14-�4 44 0-0- -4— PROFILE SCALE: (CL ISS IV) IT HORIZ: 1 -20' e0 4 I T: 1�--5'=_77-1-1 VER 10+00 11+00 10+00 11 4"MIN.-12'MAX, ON TOP OF PIPE CONCRETE SLURRY PIPE OUTSIDE (2000 PSI-2 SACK) DIAMETER PROP AC OF AC 0. DIKE r4: r+ DIKE r R A OF C rD DIKE H CALTRANS R/W v it CALTRANS R/W T. Col INVERT RCP C QNSTRUCTION NOTES (THIS SHEET) ELEVATION j I! 67 INSTALL 18"RCP (CLASS IV) 47' LLI P.. CAP FXSTING INLET PER DETAIL 1 ON SHEET 12 4 Lu F_ CONSTRUCT G2 DRAINAGE INLET PER CALTRANS STANDARD D73 (H=4.9') Lu-C 28+37. 0 28+37.90 CENTRAL AVE 13 Lu dc 3 EX G G2 DRAINAGE INLET'ZL�' 2 91 30+64. 5 2 A 4'MIN.-12'MAX. (TO BE CAPPED) _j 3 EX G2 I G2 D INAGE ON BOTTOM OF PIPE APPED(TO B C STORM DRAIN DATA Aoil I EXIST. 2 EXIST. CONCRETE SLURRY BACKFILL DETAIL 12" WATER UJI-cc NO. DELTA OR BRG.1 RADIUS I REMARKS au 12"WATER NO SCALE z Lu mc ExIsi._Ak fA N46*19'00"W 5.67' i 30" CP N46'19'00"W 5.14' FINISH �Xl;T TYPE SURFACE 10"WATER- A' A� DIKE EXI T. TYPE A BANDONED 'J_ -4 BARS 4" c 'A' AC DIKE -—— (A (ABANDONED) -%'PIYWOOD OS WAYS 10"WATER P-Sl. CLASS'B'PCC O.Y(TYPJ BELOW, NO BARS INTO CAPP ROUND BOTTOM c PLAN: LINE')" PLAN: LINE mJm a_ 4- o (MAINTAINED BY CALTRANS) (MAINTAINED BY CALTRANS) A --- L--————I WITH PCC -j-:: > SECTION A-A 0 NOTE: NO SCALE CAUTION1 LOCATION OF EXISTING UTILITIES ON + I THESE PLANS ARE APPROXIMATE AND 20 10 0 20 40 so DRAINAGE FACILITIES ON THIS SHEET 20 10 0 20 40 60 c lu �CAP INLET U L SHALL BE VERIFIED BY CONTRACTOR ARE WITHIN CALTRANS RIGHT-OF-WAY PRIOR TO CONSTRUCTION. GRAPHIC SCALE 1-- 201 GRAPHIC SCALE 1% 201 1 NO SCALE 0 0 REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL �o � BENCH MARK, L�lw CITY OF LAKE ELSINORE SHEET 0 _1z 2 4 RICK IENGNEERING COMPAW In COMPLIANCE WITH THE APPROPRIATE CALTRANS PERMIT *08-04-6-MC-1346 �o CITY OF LAKE ELSINORE BM B 95-56 DIG ALERT Czep�,,A a4atas CONDITIONS OF DEVELOPMENT AND/OR 12 0.20, DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS. HAVE BEEN BA ON TOP OF CURB,ELEV = 1274.91 C1 RY J. COWAN Diw �Ri—d& O� pb� UNAUTHORIZED CHANGES CA , OFFSITE STORM DRAIN OF U FOUND ACCEPTABLE. -_ —- — --- u -E 0 LOCATION: FROM THE APPROXIMATE ... C46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE IMPROVEMENT PLANS 27 L 04 INTERSECTION OF COLLIER AVENUE BEFORE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE o v You m Exp.6-30-0 FOR DEXTER AVENUE, I AND CENTRAL AVENUE 66 FEET PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS >_ SOUTHWESTERLY ALONG CENTRAL 1-800--2272600 a-l.. .4 CIVIL PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AVENUE (STATE HIGHWAY 74) FILE NO. NO NORTHWESTERLY 32 FEET TO OF L KEN SEUMALO RCE.No.56915 SCALE: A UNDERGROUND SERVICE ALERT I I CHISELED SOUARE ON TOP OF CURB Cal at bat 2 vorkIng des VW to excavating. AND CAMBERN AVENUE o OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER BARRY�11 .9A .RCiE2-C46568 (EXP.6-30-07) DATE DATE; PLOT DATE, 1 3-MAY-2005 JN 14502 .... ...... ....... ........... --—————)LAIRIX -Q 0 So CL ...........-- ................... F T I i� i f pm I.T�-Z:-- 0 I WF.FS ....................... ............... .................. ---------- _A -aj ............. ................... ................ .............. ell m i-:-:F A a-1- .4— 000e RUJ JILT3 LF CP �cuss V) 4 4 —�- 4 -PL Aft- PROFILE E:SCAL --4 h.4-ju--- HORIZ: 11�--20' .4 VERT: 11�-5' 44�-:4 1 4 44-j-4-j I 10+00 11+00 10+00 11+00 CONSTRUCTION NOTES (THIS SHEET) INSTALL 18"RCP (CLASS IV) X 1. 1� z CONSTRUCT 'OL' DRAINAGE INLET PER CALTRANS STANDARD D72 (H &L R PLAN) c: CONSTRUCT JUNCTION STRUCTURE,N 2.PER RCFC&WCD STD. DWG. EXISTING WATER LINE NO T JS22T (SEE ALE FOR A,8 C?6.E L. EL. R. &EL. S VAL I (TO BE RELOCATED CA 141 BY SEPARATE PERMIT) P EXSTING INLET PER DETAIL I ON SHEET 12 CALTRANS R/W �45 PROP. FC 'ip'zs' CALTRANS R/W X. 30"RCP JUNCT) PROP. FC STRUCTURE N0.2 DATA 0 B C 0 E L ELEV R ELEV S EX. 30"PC q EXIST. 12" LINE 45'00'00" 1.5' 4.22' 2.5' 3.07' 3.18' 1305.46 1 1305.30 EXIST. 12"WATER • WATER o 'H" 45*00'00" 1 1.5' 1 4.22' 2.5' 3.07' 3.18' 1311.51 1 1311.15 Oil STORM DRAIN CENTERLINE DATA em mNO. DELTA OR BRG.1 RADIUS LENGTH REMARKS cn I N1*13'17"W 11.73' E 11.73' z 0 2 NI*13'17"W (D 0 c 10"WATER 4) (ABANDONED) a- 24i17t51'511�Tl�ft AVE 0 '%EX. INLET CAPPED 37 > PER DETAIL ON SHEET 12 PLAN: LINE"H" +- 10"WATER 0 (ABANDONED) PLAN: LINE'G' (MAINTAINED BY CALTRANS) NOTE: cl CAUTION! LOCATION OF EXISTING UTILITIES ON ] * Ni--..z THESE PLANS ARE APPROXIMATE AND (MAINTAINED BY CALTRANS) z DRAINAGE FACILITIES ON THIS SHEET c: co 20 10 0 20 40 so 20 10 0 20 40 60 a SHALL BE VERIFIED BY CONTRACTOR ARE WITHIN CALTRANS RIGHT-OF-WAY L a PRIOR TO CONSTRUCTION. ....... 10 W.c GRAPHIC SCALE Tk- 20' C ).,gV/g H OS-19-Zo()S GRAPHIC SCALE 11'� 20' 0 'a o BENCH MARKS REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL ESSI CITY OF LAKE ELSINORE SHEET 'o '44 CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT A&placcd IN49-ii Im6f or-wifi- *am COMPLIANCE WITH THE APPROPRIATE RICK ENGNMUNG COMPA'N' Y CALTRANS PERMIT -08-04-6-MC-1346 N CONDITIONS OF DEVELOPMENT AND/OR 11 o .2 wo DESCRIPTION: CHISELED SQUARE ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS.AND HAVE BEEN BARRY J. COWAN w Rt..i& 0� ph� UNAUTHORIZED CHANGES, OFFSITE STORM DRAIN OF CALL FOUND ACCEPTABLE. LOCATION: FROM THE APPROXIMATE BEFORE tg N.. C46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE IMPROVEMENT PLANS 27 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ? ,j INTERSECTION OF COLLIER AVENUE YOU DIGA -30-0 PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED FOR DEXTER AVENUE, 0 0 AND CENTRAL AVENUE 66 FEET z " E.16 T SHEETS I m >1 SOUTHWESTERLY ALONG CENTRAL 1-800--227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: 13Y THE PREPARER OF THESE PLANS AND THE CITY ENGINEER AVENUE (STATE HIGHWAY 74) 1;NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT 9 L AND N R KEN SEUMALO RCE.No.56915 DATE SCALE: AND C A M B E R N AVENUE 11 OPPOSITE SQUARE ON OF CURB Cal at Yost 2 working days prior to exoavatkig. DESIGNED BY: B CHECKED BY: CITY ENGINEER 1. E FIR CHISELED DB DRAWN BY: D —A R R"I I 11A E -C46568 (EXP.6-30-07) DATE DATE: PLOT DATE. 1 3-MAY-2005 JN 14502 -4 - ............... --PRO,. . ..................................... 0 6- _7 -sD- 6 m- —-fx x#q- 1 4 7—­ r �A ............. T' -7 +.........................- ____ ---__-__ L__ _- ��- ........... ........... J o��.q CFS z FPS ................. . J­ m -4-71+ V I 7. _9m 1 ed qsTiuct T— T 69 Oa F 'A,MCP-41.4 VI..- _T_ ER Z, HOW— -4 _4 '000 t. CONN S CT W 0 L T WOO A56MUC S* F .. ..... 3 Tm F1 sm 111- t 6 1111 1 O'F_ steno n� � - - _ _ _ _ _ _�-�-4------- 1 PROFILE SCALE: N154r 40 LE HORIZ. 1"-20' q _4-,-+- 4-.4- VERT: 1-5' 4 :��_L fl- —.=_ _—_= - _ 4 ..................... L -.-- _q -7--,-T- -4. -TE 110+00. 1+00 10+00 00 10+00 11+00 CALTRANS R/W EXIST. 12"WATER PROP. EP c PROP. Fc 6"WATER R/W CONSTR (ABANDONED) CALTRANS UCT10 NOTES (THIS SHEET) z, o CALTRANS ✓ 62+54.00 DEXTER AVE/,-,) INSTALL 18"RC CLASS IV) DETENTION 34 z 4' CB (H=3.5')))) BASIN CONSTRUCT B INLET CATCH BASIN PER COUNTY OF RIVERSIDE PRO STANDAR 0. 300 (H PER PLAN) P. EP CON UCT CONCRETE COLLAR PER RCFC&WCD STD. DING. NO. M 803 o, 4 NSTRUCT PIPE HEADWALL PER CALTRANS STANDARD PLAN D89 CALTRANS R/W T tIDETENTION cc LLI LINE 'E' (LATEST EDI ION). BASIN T 2 6 CONSTRUCT CONCRETE SLURRY BACKFILL PER DETAIL 2 ON SHEET 12 INSTALL 30"RCP PER PLAN EXISTING WATER LINE- REMOVE EXISTING HEADWALL (TO BE RELOCATED 3 BY SEPARATE PERMIT) 11j%P2C T=131.TAVE 6 34 2 6"WATER 30 6 STORM DRAIN CENTERLINE DATA (ABANDONED) wT CALTRANS R/W NO DELTA OR BRG RADIUS LENGTH REMARKS lu 11 A 5 PROP. FC N44*00'09"E 63.41' it (ABAN D) 'u, A N44'50'02"E 66.08' 3u N31*52'43"E 16.00 EXIST. 12"WATER 111 1 1 EXIST. 12' WATER I N31'52'43"E 16.00, 70' PROP. FC PROP. E __4 cr a) R/W q cl E o k o - ,e-P f; 41 a_ 40 2o 6o PLAN: LINE"P o 20 lo G j"G I,CE r)051 tA (MAINTAINED BY CITY OF LAKE ELSINORE) o GRAPHIC SCALE I'L-- 20' LINE 'K' CAUTION! LOCATION OF EXISTING UTILITIES ON 2 o 2o 40 so THESE FLAN5 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR u,L lu o PRIOR TO CONSTRUCTION. PLAN: LINES"E'&"W (MAINTAINED !MF LAKE ELSINORE) GRAPHIC SCALE 1%-- 20' ID c a REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL SHEET ID �1_ BENCH MARK 46 CITY OF LAKE ELSINORE 'o v) COMPLIANCE WITH THE APPROPRIATE o CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT M RICK ENGINEEfU%CCWANY CALTRANS PERMIT -08-04-6-MC-13 10 tv "l; CONDITIONS OF DEVELOPMENT AND/OR o 2o DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND HAVE BEEN BARRY J. COWAN D[w Rt..t& o� ph. UNAUTHORIZED CHANGES OFFSITE STORM DRAIN OF cr Lr, ON TOP OF CURB.ELEV = 1274.91 CAM FOUND ACCEPTABLE. c4 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE IMPROVEMENT PLANS v " - 27 o No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE LOCATION: FROM THE APPROXIMATE BEFORE C1 L o INTERSECTION OF COLLIER AVENUE You Diu o' E�.6-30-0 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED FOR DEXTER AVENUE, CENTRAL SHEETS 0 o AND CENTRAL AVENUE 66 FEET BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. _t ul .1 SOUTHWESTERLY ALONG CENTRAL I-NO-227-2600 rivii PREPARED UNDER THE DIRECTION OF: AVENUE (STATE HIGHWAY 74) FILE NO. L< AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE OF C Y/Iszc* ISCALE: AND C A M B E R N AVENUE OPPOSITE FIRE HYDRANT I Cal at bast 2 wwMv days prior to exoavatir4 DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER a2 _C46568 (EXP.6-30-07) DATE JDATE: CHISELED SQUARE ON TOP OF CURB BARRY CgA��E - I - PLOT DATE. 1 3-MAY-2005 JN 14502 --1 21 I �n 4. WHO I'[=:241351 FOO.Oc I Glz 3.9117- Ve................ z 4;2=2.44X G I=-:?3rx 0 L:54.. 0 400 7-4 d do- -A 2z 0 J + ry _4+ -a 4 JIM C3 7 ............ ... ....... —__a- . - -— A a ­.. --I - ' F%CE Of C RE —z;j --Top __ ____ ____ - I t. ............... ir DRI IEV AY SE CC RNI ME -4 w1liN. 0 _j W11 JJ /A.-W 4E-LM ..........— —M I ILL MUSH - ........ ACE I I 3E WE 5F IVE OR 4 R ............. 4 02 J 24:bT .'Gl= ri=1., I. 20' L/4:13 T2 0 t51 70.30 dim- x Als > 5 ME I > r 0 .......... -A ——-------- mZZ L -FA -0F ref E _Ri� ER: ....... ...... TT wo I I PROFILE SCALE: HORIZ: 11m:-40' VERT: T 17 45+00 46+00 47+00 48+00 49+00 50+00 +00 52+00 CURB DATA . ......... NO DELTA OR BRIG RADIUS LENGTH REMARKS .............. ............. 7 f. v .......... PARC�PL 0!J 2 0 90-08'28" 35.00' 55.06' 6" C&G RIV CO CL t!TrRSEtTION j ............................ 13+2&-0000 'tAMBERN AVENUE"0+0 6" C&G RIV Co A=89-51'32" 35.00' 54.89' I "TENTH STREET'.'N45-54'53"W 432.06' 6" C&G RIV CO ............... ...... ..... ............ -, i... ....... _7 J 35.00' ................. A=90-08'28" 55.06' ............... 6" C&G RIV CO -7 14 A. 51'32" 4.89' I // :i P % ; . . . 1 .4=89 35.00' 5 C&G RIV CO zi.... � '­ " '"', GROVE I 15 !z. ...... .... Jv' AC DIKE RIV CO . ..... ... %Eg IN42-15'41"W 1 102.71' ? ......... ..... ............ w-- RGE�L MAP 3 23 9 . ........... ............... F A ........................ RETAINING WALL PER PM32369 `LAKE ELSINORE + MARKETPL�ACE ROUGH GRADING PLANS" C4 T R/W OE OF SLOPE 50+18.18 - PCR co D zz -1-1 du TOP OF SLOP ;7oo oww + ONSTRUCTION NOTES PAR08L 3 1. I i : .." .- 14 ................45*86.12 2 ......................................... ..... ............_IF..R ........... ...... .. .... ... PAVEMENT (MINIMUM) ........ .. . ....... 14 ....... ............ uj + -A ..........�Q....... .... CONSTRUCT 5' ........ ... ... CONSTRUCT 6"(0.51 CLASS 11 AGGREGATE BASE(MINIMUM) ............ uj CONSTRUCT 6"CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 Z.-.. _46 - 4,­> @ CONSTRUCT G."AC DIKE PER RIV CO STD 212 uj 'ExistEP 49 14J10 C3 7 4Y 47 SA'WCUT LINE,',-' io i-`&J)�j 62 Lu 11 CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400 & 401 @ CONSTRUCT COMMERCIAL DRIVEWAY PER RIV CO STD 207A AND ADA STD. ... ....... .....................b ID ..................... lff� I . ....... ........ WCq- LINE Lu .... ........... ...... EX41 EP ..................... SA E 0) . .................. I CONSTRUCT ACCESSIBLE RAMP AND RETURN PER CALTRANS STD PLAN RIP A88A .............................................................................. .f............. ................... ... ........................ ............. .................................................... .......................... .......... ............... R/W @ C LD PLANE EXISTING ASPHALT CONCRETE AND OVERLAY 2"(O.IT')MINIMUM ...................... ...... PER DETAIL SHEET 3 R/W ............... .01 F. ...... ........... ---- ........ ;:X" .............. - '�S 92/53 .............. REMOVE EXISTING PAVEMENT BASE& SURFACING ............... .............. .............. c 791 X 1 8`f-�%A�j A F 90 X 105/ ............ 21 REMOVE EXIST FENCE A EXISTING POWER POLE TO BE RELOCATED BY SCE FORCES y. ..................... CENTERLINE DATA > K 0 NO. DELTA OR BRG.j RADIUS�]LENGTH REMARKS PLAWCAMBERN AVE a .......... CAUTION1 LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND 40 20 0 40 so 120 ............ N45-54'53"W 721.83' c: 'a SHALL BE VERIFIED BY CONTRACTOR MEMOIR Am44'00'07" 1 300.00' 230.39' U L .0 a PRIOR TO CONSTRUCTION. TENTH STREET (a) N89-55'01"W 1 163.76' 70 GRAPHIC SCALE ?km 40' a, c W.S..Bylagm 05-11-20as 0 C, 0 cl,, BENCH MARK, REVISIONS APPROVED DALE- THESE PLANS HAVE BEEN REVIEWED FOR SEAL fEw CITY OF LAKE ELSINORE SHEET T T CITY OF LAKE ELSINORE BM B-95-56 DIG Al2RT Kf t. ,-a 61 15F�l 1 1%6&r COMPLIANCE WITH THE APPROPRIATE RICK ENGINEERING COMPAN'�Y CALTRANS PERMIT *08-04-6-MC-1346 CONDITIONS OF DEVELOPMENT AND/OR 9 o.2�0 DESCRIPTION: CHISELED SQUARE STREET IMPROVEMENT PLANS 0 cr ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND HAVE BEEN BARRY J. COWAN D1w Rt.." O. Ph..d. T`_ UNAUTHORIZED CHANGES OF LO • CALL FOUND ACCEPTABLE. FORDEXTER AVENUE, CENTRAL LOCATION: FROM THE APPROXIMATE No. C46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 INTERSECTION OF COLLIER AVENUE BMRE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) CNJ L V You M Exp.6-30-07 PLAN TO THESE PLANS MUST BE APPROVED SHEETS 0 0 AND CENTRAL AVENUE 66 FEET THE ALL CHANGES I PREPARED UNDER THE DIRECTION OF: BY H PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE;,. SOUTHWESTERLY ALONG CENTRAL 1400--227-M FILE NO. v < CIVIL \� L AND NORTHWESTERLY 32 FEET TO MMERMM SERVICE ALM KEN SEUMALO RCE.No.56915 DATE OF C 5hSl,, SCALE: w CHISELED SQUARE ON TOP OF CURB Cal at but 2 watIng days prior to excavating. PLAN & PROFiLE rn OPPOSITE FIRE HYDRANT DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER AN,RCE -C4 -30--07) FATE DATE:��n a 6568 (EXP.6 1 1 PLOT DATE. 1 3-MAY-2005 JN 14502 J14 7Z� TP_ _P LA 4- 4 Ltil C2 -2 EJIJL 4 EN E . . . . . . . . . . . . . . Z==zz;I --- -------- Pi .33 0.00 '2P c Losm 5 �Itj:� + 31 —law C4 P, • IT .01.63 fi'm Im tm 4D 1. LEI .4 T-j L FMI I F/W U 19 c r 10, ------- IRE_W OF NEf c f6pi- 1-Al IKE E I iTR AV l ID l AV loe .......... .4 G1 I. .. .... ........ M 2r ..0 + -- 7----1-- 201- OL ............... I IV -F e-00 ................ oop ............. .........u c =V D_ D-D-1cccc 10 + 4. A . .............. _11T ------ c, ly1. 4% 6 0 '2 o­ A;T 4­ )FAl PROFILE SCALE: _4 :1 J J. HORIZ: 0' 4+-H Ti I, VERT: 1-8' In T 37+00 38+00 39+00 40+00 41+00 2+00 43+00 44+00 45+00 CONSTRUCTION NOTES CONSTRUCT 5"(0.42')AC PAVEMENT (MINIMUM) CONSTRUCT 6"l II AGGREGATE BASE(MINIMUM) CONSTRUCT TYPE A2-200 CURB& GUTTER PER CALTRANS STD PLAN A8T SEE SHEET 7 FOR FJ\11 323�)9 CONSTRUCT 6"CURB AND GUTTER PER RIV CO STO 200 TYPE A-6 CENTRAL AVENUE IMPR EMENTS RETAINING WALL PER PM32369 'LAKE ELSINORE @ CONSTRUCT 6"AC DIKE PER RIV CO STD 212 MA R ETPLACE ROUGH GRADING PLAN CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400& 401 o) @ CONSTRUCT CROSS GUTTER PER RIV CO STD 209& 209A 17 ............................ .............. (3 CONSTRUCT ACCESSIBLE RAMP AND RETURN PER CALTRANS STD PLAN RSP A88A PARCEL 7 @ COLD PLANE EXISTING ASPHALT CONCRETE AND OVERLAY 2"1 MINIMUM g ...... ....... PARCEL 6 Q M PER DETAIL SHEET 3 J\jjrjl 51105 ww '—.................... ........ TOE OF SLOPE 17 CONSTRUCT 20'CURB TRANSITION PER DETAIL SHEET 3 z "C&G TO 6"AC DIKE PER DETAIL SHEET 3 @ CONSTRUCT 20'TRANSITION FROM 8 mzmx P OF SLOPE z cis �11' 1 -1............ _,00', III R/W.. +0 r. LINE '11',�,LE C4 SHEET 11 z @ REMOVE EXISTING PAVEMENT BASE& SURFACING 'zzu z —vwm ...... m __u R/W z ........................ ................................ ........ .............. 14 CURB DATA .............. NO.-DELTA OR Yfi� RADIUS LENGTH REMARKS Lu + .......... .................... ............ 26'09"W............ N51 233.18' 6" AC DIKE RIV CO ........... .......... ....... 3 qc I 1 0 ... ..... uj 36 43 44 A=90-19'27" 35.00' 55.18' 8" CIkG CALTRANS 12 +=10 --------- N45.54'53"W 191.00, 6" C&G RIV CID c A I ui co VS -CUT .1............ ........ ................................. ............................ .. - -"' _I�Il I z A=5-44'21 500.00, 50.08' 6" C&G RIV CO z iL ............................................... ........... ........... ...................................................................... ..... ........ ­------­-­--- .. ................ A=5-44'21 500.00' 50.06' 6" C&G RIV CO E F� ` " , -, .................................................. IN45-54'53"W 91.48' z 0 ....................................... Ll 16" C&G RIV co z (14) a. [g IN45-54'53"W 1 1 17.70' Ill AC DIKE RIV CO R/W (A) m n IN47'20'49"W 1 1 260.09' 16" AC DIKE RIV CO R/W ..........I'loolo ID T ............. 0 ------------ z .14.............. ............... PIVI 54/44 > CENTERLINE DATA 0 PLAWCAMBERN AVE 0. CAUTION1 LOCATION OF EXISTING UTILITIES ON SEE SHEET RS 92/53 NO. DELTA oR B=RGT=RA=a=u=s=7 LENGTH REMARKS c THESE PLANS ARE APPROXIMATE AND CENTRAL AVENUE IMPROVEMENTS 40 20 0 40 80 O"L K J 5 JVJ A P ED10 0 X 5 J 0 5 (1) N46-19'31"W 483.25' 010 SHALL BE VERIFIED BY CONTRACTOR L <Jo) N45-54'53"W 500.00, 0 PRIOR TO CONSTRUCTION. GRAPHIC SCALE 40' . 10 — ao C W.S.'BY184R. 0 0. cl� BENCH MARKS REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL ESSI CITY OF LAKE ELSINORE SHEET T`2 CITY OF LAKE ELSINORE BM B-95-56 D:G All fitf� COMPLIANCE WITH THE APPROPRIATE RICK ENGINEERING CON411AW CALTRANS PERMIT -08-04-6-MC-1346 CONDITIONS OF DEVELOPMENT AND/OR 8 o .2�0 DESCRIPTION: CHISELED SQUARE STREET IMPROVEMENT PLANS 2 cr ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS.AND HAVE BEEN BARRY J. COWAN -0 t2� DiW �W�& O� pho� UNAUTHORIZED CHANGES, OF CAM FOUND ACCEPTABLE. I C" (714)—l- M4)­ FOR DEXTER AVENUE CENTRAL LOCATION: FROM THE APPROXIMATE CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 N OF COLLIER AVENUE BEFORE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) AND CENTRAL AVENUE 66 FEET IOU Do U1.6-30-07 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED C1 INTERSECTION v 0 0 SHEETS Ln >_ BY AND CAMBERN AVENUE SOUTHWESTERLY ALONG CENTRAL 1-800--227-2600 EPARED UNDER THE DIRECTION OF: THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND J NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALM CIVIL !SCALE: FILE- N 0. KEN SEUMALO RCE.No.56915 DATE C.1 t boat 2 corking Gaya prior to excavating. DESIGNED BY: CHECKED BY: CITY ENGINEER BARRY J kOWAN,RCE -C46568 16-30-07) DATE DATE: N DRAWN BY: OF C % �,Iq a/^— - PLAN & PROFILE CHISELED SQUARE ON TOP OF CURB [OPPOSITE FIRE HYDRA I PLOT DATE. 1 3-MAY-2005 JN 14502 0 0+00 L o r 7 FOR IM PROE M ENTS RETAINING 0 RGEL I i0c,V6 .22 PP13 p 1 6000 Q1= 26. 0 ............ ........ 12 C + 13 •+1 01 v 0 0 u ;C + > 0. 44-- T 4 Of + -_ _A�rl !m W 1— —1 - , z .-T T7. ..... mi I-P T_EF dz= Giz m 7X z GR1 LIN CLI ...... ...... ........ Ini y :12 Z 42 lu ?__ C —------ 6. DO. Kg*_ )0 )0 > 0.­ - I- 0 CL 70 , .2 + + + C C D W + J"L, Q (L 1 u 4 St 1,niN I + JLJ . ............. -PF oprirare =EVITrI TO NORM%L CRI JIM I ;L L_ _pj Dp RI_11 -C 87 IF CUI B 2 an OF C1 IRB �P' 0 J 2 0; ;rc C: 4 awl d Z6 + R —IRT .......... 6';GU TE T ;m lull I.., rR4NS T11 ST .-WIT -..-.Jl X_LIN wo EX,S.T. 0..U,..P. FT..--J -4 of*LN IE AT PROFILE SCALE: _4_ oll - -- -- __— y—__ __ • 2 15 HORIZ- 1--40' 0_d4 i i C: -d F VERT: V�-B' T- 1 jj7f-4 53+00 54+00 55+00 56+00 57+00 58+00 60+00 61+00 62+00 63+00 64+00 CONSTRUCTION NOTES CONSTRUCT 5"(0.421 AC PAVEMENT (MINIMUM) CEffrERUNE DATA CURB DATA CONSTRUCT 6"(0.5')CLASS II AGGREGATE BASE (MINIMUM) I CONSTRUCT 6"CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 NO. !DELTA OR BRA RADIUS LENGTH 1 REMARKS NO DELTA OR BRG RADIUS LENGTH REMARKS 11 CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400 & 401 J\jj /�)_j N46'03116"W 1189.30' 1 ED N46-03116"W 60.00' LT EP O LT EP 16 CONSTRUCT 8'GRADED SHOULDER 12 N44-25'05"W 280.11' REMOVE EXISTING PAVEMENT BASE& SURFACING 13 N46-03'16"W 710.00' LT EP 14 N46.03'16"W 450.00' 6" C%G RIV CO RELOCATE EXIST FENCE C'm '29'12"W RE N47'03116"— 160.05' 6" C&G RIV CO 1 9 IN46 _W 440.00' 16" C&G RIV CO ROPOSED WATER EXISTING PIPE TO BE FILLED WITH PORTLAND CEMENT AND SAND GROUT, 0, AND PLUGGED WITH AN 8"BRICK& MORTAR"PLUG AT BQTA ENDS SLOPE TO BE MAINTAINED BY : _�_CALTRANS DETENTION BASIN PER PM32369 "OFFSITE THE CITY OF LAKE ELSINORE +w ............. I z WATER AND SEWER .......... IMPROVEMENT PLANS" CHANN EL IMPROVEMENTS (CULVERTS,HEADWALLS. SLOPE TO BE MAINTAINED BY N actTHE CITY OF LAKE ELSINORE 'SLEE'SHEET 10 RS 9 2 6 WINGWALLS,ETC.)PER SEPARATE PERMIT ,n CAL TRANS DETENTION BASIN 2 EXIST 36"X SEE RCFC&WCD DWG.NO.3-183 TOE OF SLOPE Cl T F SLOPE i EXIST 18"CMP 24"CMPA TO BE -.ji A A R/W,�,.D BE ABANDONED + ............... ............ ................. .... ... 24 ....................................................... ..... ... ....................... ..............7.............- 0 ........................................................... .................. .. .................................... ........... ........... ..... ................. -------------- .............................. _y .. ..................__GRADED SHOULDER.-. ...... . ... UJ 'PROP 0 7 EXIST 12"WA0 Lu W Ni 54 39 55 3 0 LA 58 51, 62 5 n -j I I'll _,�, I - I - z _:�I I ­'l'l =7��A C1 0) ,, I -- -EXIST f 6"WATER B NED e:- 3" d 15 E . ..... ................. ........... ................ .......... . ....... z 0 .............. ...................................... . ............ Lu ............ .................. Q R/W TOE Ol'i SLOPE LINE 'K' RETAINING WALL PER PM32369 % z 9 PARCEEL- J6 z Z �) LAKE ELSINORE EXIST 36"X MARKETPLACE,"ROUGH GRADING PLANS" E 0 _u 0 PA TO BE TOP OF SLOPE CHANNEI�`-414PROV�MEN�5 (C' .............. 'MCMDONE >z MVERTS.HEADWALLS, D �0 wo z > + + �p ETC.)PER SEPARATE PERMIT C,-�7 'k "a—j A w 0 'SEE RCFC&WCO DWG.NO.3-183 P J\JJ 32369 � 0 0=0 Wz Wz w C;. 6 FAROLL Ja % + �z W. THESE PLANS ARE APPROXIMATE AND 0 CAUTIONI LOCATION OF EXISTING UTILITIES ON SHALL BE VERIFIED BY CONTRACTOR C m 40 20 40 ad 120 ? / O�" ?"� I L 11%immimmim—m-ei w �<z 'd 0 PRIOR TO CONSTRUCTION. T. PLAN: AVE . 10 GRAPHIC SCALE 1-- 40' W.5.,I&V/g 14, 05-19-7.005 ul C 0 0, a� BENCH MARK REVISIONS APPROVED DATE THESE FLANS HAVE BEEN REVIEWED FOR SEAL ESSI J.,mcm CITY OF LAKE ELSINORE SHEET -E 'e T CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT A rzrl acm L'I";Tfc.m4tor-2-4 COMPLIANCE WITH THE APPROPRIATE MCK ENGNEEIUNG COMPANY CALTRANS PERMIT *08-04-6-MC-1346 C,j CONDITIONS OF DEVELOPMENT AND/OR 5 1 0 .2�0 DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS.AND HAVE BEEN S.Diw W—dd. O� pb� T_ UNAUTHORIZED CHANGES, IMPROVEMENT PLANS OF O W ON TOP OF CURB,ELEV � 1274.91 BARRY J. COWAN a ,0 CALL FOUND ACCEPTABLE. I FOR DEXTER AVENUE, CENTRAL LOCATION: FROM THE APPROXIMATE C46568 CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 OF COLLIER AVENUE BEFORE No. RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74)C, INTERSECTIONt 7W Dn Ex1.6-30-07 PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 o AND CENTRAL AVENUE 66 FEET ul >1>- SOUTHWESTERLY ALONG CENTRAL 1-800--227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER AND CAMBERN AVENUE U 0 -FILE NO. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE OF C SCALE: (n 7 CHISELED SOUARE ON TOP OF CURB Cal at boat 2 world days prior to excavating. PLAN & PROFILE OPPOSITE FIRE HYDRANT 0 DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER IJAKKT J LUVMN,RCE *C46568 (EXP.6-30-07) DATE DATE: PLOT DATE, 13-MAY-2005 JN 14502 58+00 9 -4- -fE + uj on ,0""/zia ........... . ....... + "0 + J­ -ti- E)IST GROUND 0 1 T- rLT.- c+) + _4 O.Qq x: (IS u 9 T 0,46s70i% vc - --t I N 11NO-Ow q71 x. + o P vo(2=-1.6 % a G I=-.69r/ IZ - o + --I lwc v-F 1-L.,I-... -.-. D_ �c -a,- c-4 4 X11 > c: eel-o Z_ cL w .1 ooeo 7c M1 EXIST a) ------ 11:lioo--------- 4 ........... D c JIM lEtATION 1 T4N rT-l( ON-t- jp+ E 4116 oo 1-4 t .. ......... ................. Ec� u IwA CH 0 R. 1T.TC __ + t — ——.—7-:4 -R4W-JNIE I —----------- A--i- 41. 'R�P_PT ru,. M 2 w- -A Y Lziw i2-' �O' �42 -T /44 4A"TSI —41040—` CLION ol -IL41E T3011-R I c4 4 ?13�,_(4 _w 11 x .......... In _U K -0;15X 4 goo . ........ 4-- 4 5 !.rills ON6 IS i %owFu 7 FACE 0 CL Ra ...... PROFILE SCALE: IWIE14 JRlup ---A UO A!" T iE, _E A D IV NW 0 NE __:q IT- --:p HORIZ: 1�--40' 2 ,�L i : I I....- 0 TARS 4Vq DRIVE�AY:NF CIOR�ERJ I I i I VERT:1�--8' z 42+00 43+00 44+00 45+00 46+00 47+00 00 49+00 50+00 51+00 52+00 53+00 c T 71 -f� 9 CURB DATA CENTERLINE DATA FGIN REMOVALS (I T) NO DELTA OR BRG RADUS LENGTH REMARKS NO DELTA OR BRIG RADIUS LENGTH REMARKS NIS 5/ 105 /--EXIST C&G Ej] N46-03'16"W 565.77' .................. LT EP SLOPE TO BE MAINTAINED BY A=38-12'39" 300.00' 200.07' THE CITY OF LAKE ELSINORE '48'00"W N87 52.02' 6" C&G RIV.CO. 02 N84-15'24"W 209.05' ........... Ell N84-15'24"W 79.65' 6" C&G RIV.CO. A=38-12'08" 300.00' 200.03' SA 580.42' CALTRANS DETENTION BASIN :&G RIV.CO. 16 04 N46-03'16"W 4 SLOPE 'A 2. A=42-23'19" 35.00' 25.89' 6" C&G RIV CO FEI A=35*10'48" 276.00' 169.47' 6" C&G RIV.CO. 6 PROPOSED WATER • 4TE N46-03'16"W 384.47' 6" C&G RIV.CO. pRb cp VFFS %% 72", WATER AND SEWER Eil A=92-09'58" 50.00' 80.43' 6" C&G RIV.CO. --PLANS" A=87'50'02" 35.00' 53.65' 6" C&G RIV.CO. TER' IMPROVEMENT IIER N46'( C&G RIV.CO. R/W . ......... ............................... ..... ...... ............. S SLOPE TO BE MAINTAINED BY \.............. CITY OF LAKE ELSINORE 4............7- ................ ........ ..... TOP OF SLOPE----------------- (nl)4 1. .. .......... RETAINING WALL PER LAKE 6IORE ...................... ETPLACE ROUGH GRADING VLANS, 0 CITY 3RADING PERMIT NO. EXIST 41 .............. MARK I ...................... 11 CONSTRUCTION NOTES .... ....... .w; PARCEL 15 EXIST R/W Au "(O.42')AC PAVEMENT (MINIMUM) LINE 'F' 0 E CONSTRUCT 5 SEE SHEET 10 .................. CONSTRUCT 6"10.51CLASS II AGGREGATE BASE (MINIMUM) .......... ........... EXIST C�G A CONSTRUCT 6-CURB AND GUTTER PER RIV CO STD 200 TYPE A ............. Pill 323�)9 CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400 & 401 cJ Z V1 15-71IE531-50 @ CONSTRUCT COMMERCIAL DRIVEWAY PER RIV CO STD 207A AND ADA STD. C40 ............. o PLAWDEXTER AVE (3 CONSTRUCT ACCESSIBLE RAMP AND RETURN PER CALTRANS STD PLAN RSP ABBA P AR C 16 0 @ COLD PLANE EXISTING ASPHALT CONCRETE AND OVERLAY 2"(10.171 MINIMUM PER DETAIL SHEET 3 CAUTIONI. LOCATION OF EXISTING UTILITIES ON 16 CONSTRUCT WGRADED SHOULDER THESE PLANS ARE APPROXIMATE AND 40 20 0 40 w 120 c SHALL BE VERIFIED BY CONTRACTOR REMOVE EXISTING PAVEMENT BASE& SURFACING co L,0 C) PRIOR TO CONSTRUCTION. GRAPHIC SCALE Ilk-. 401 RELOCATE EXIST FENCE W.S.,av/B H, os.10)-2005 o BENCH MARK, REVISIONS APPROVED DATE I THESE PLANS HAVE BEEN REVIEWED FOR SEAL EMW J. CITY OF LAKE ELSINORE SHEET DIG ALERT Ak RoflotceA �jA Sh. COMPLIANCE WITH THE APPROPRIATE RICK ENIGNMUNG COMPANY CALTRANS PERMIT -08-04-6-MC-1346 CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR STREET IMPROVEMENT PLANS 4 o o DESCRIPTION: CHISELED SOUARE OF Er CITY AND STATE LAWS.AND HAVE BEEN !0 mw kt­i& oo�` ph� UNAUTHORIZED CHANGES- , ON TOP OF CURB,ELEV = 1274.91 CAU FOUND ACCEPTABLE. BARRY J. COWAN l U.-z"-a— M.) V.)_....,tee® CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER AVENUE, CENTRAL o 27 INTERSECTION OF COLLIER AVENUE BEFORE 46568 LOCATION: FROM THE APPROXIMATE lou Do No. RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 7 4) SHEETS Ex,.6-30-07 PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED o 0 AND CENTRAL AVENUE 66 FEET BY THE PREPARIER OF THESE PLANS AND THE CITY ENGINEER. u) >1 SOUTHWESTERLY ALONG CENTRAL 1-800--227-2600 CIVIL PREPARED UNDER THE DIRECTION OF: AND CAMBERN AVENUE < V—/,? - FILE NO. AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE OF C jh3los SCALE: CHISELED SOUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. DATE PLAN & PROFILE OPPOSITE FIRE HYDRANT DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER BARRY J tOWAN,RCE -C46568 (EXP.6-30-07 DATE; PLOT DATE- 1 3-MAY-2005 JN 14502 + J, 42ccv T 9XI +_r TR IN T IJD i WIDTH OF GRIND AND OVERLAY 2'(MIN) EXIST WIDTH OF GRIND AND OVERLAY 2'(MIN) BEYOND SAWCUT LINE,OR AS DIRECTED CL BEYOND SAWCUT LINE,OR AS DIRECTED BY THE ENGINEER.DEPTH OF GRIND AND BY THE ENGINEER.DEPTH OF GRIND AND OVERLAY 2"(0.17')MIN.OR AS DIRECTED 2' OVERLAY 2"(0.17')MIN.OR AS DIRECTED BY THE JURISDICTIONAL AGENCY ENGINEER EXIST EXIST PROPOSED SAWCUT BY THE JURISDICTIONAL AGENCY ENGINEER R/W CL R/W STRUCTURAL LINE a 2' 2' 39' 20' SECTION EXIST AC ti 2L VARIES L" �- R/W ....�-�....... 1 ,W R/W _ ........��.,,. - � a- EXIST AC VARIES 17.3'TO 28' VARIES VARIES EXIST AB EXIST O.G. OCOLD-PLANE & OVERLAY DETAIL (CAMBERN AVE) a'aC DIKE - _w EP -^y-:-"' �-�--�---"- WIDTH OF GRIND AND OVERLAY 2'(MIN) VARIES VARIES i5 BEYOND SAWCUT LINE,OR AS DIRECTED NOT TO SCALE BY THE ENGI R.DEPTH OF GRIND AND z 17.3'TO 21.5' 7.7'TO 9.7' PROPOSED EXIST AB OVERLAY 0.17')MIN.OR AS DIRECTED\� m 0 10 3 15 STRU STRUCTURAL BY T URISDICTIONAL AGENCY ENGINEER I " Il 2% Z oR I -''- ---- -_ ___.- -- eFL CURB AND GUTTER PER do COLD-PLANE & OVERLAY DETAIL $ 9 �p4 " ------- ------...... V CO STD 200 TYPE A-6 15 (CENTRAL AVE) W O.G. // // //\%/�, £xrsr Ac 0 NOT TO SCALE ?EXIST PAVEMENT(PROTECT IN PLACE) 2 pER pIAN VARIES CAMBERN AVENUEFL ..._COMPACTEDNO SCALESUBGRADE 51+17.51 TO 52+21.83 .......... EXIST AB (CITY MAINTAINED) PROPOSED TYPE A2-200 CURB& GUTTER STRUCTURAL PER CALTRANS STD PLAN A87 SECTION PER CALTRANS STD PLAN A87 15 COLD-PLANE & OVERLAY DETAIL ,7 CURB TRANSITION t9 CURB TRANSITION (DEXTER AVE) NOT TO SCALE NOT TO SCALE NOT TO SCALE EXIST EXIST R/W R/W 134' 61' CIL 61' VARIES 38.4'TO 47' EXIST TYPE EXIST TYPE A AC DIKE A2-200 C&G 3'MIN. VARIES SAWCUT 38.4' 38.4' SAWCUT O.G. P� 10, LINE LINE 9,•F,� 8 P QV' EXIST 15 15 EXIST ............. ....._._.......�. 2X ,VO QF' MATCH 1 2 2, ETW VARIES 2.1% TO 2.9% II VARIES 2.1% TO 2.9'/. ETW 1 s 2% EXIST % _._._..._....... ......1 .......... I OR - :::::.�.:::__: :::::.. ..::.. _ 1'- 2 O.G. 4:��•p .. .... - .. ......._............_..........._........_._._-.�......._._........_._.....-.._...__._........_.._. _a...,. .._........._ N i / O.G. .. - _. ._.... ...._........_.._. _.-._.,_........_..... �..... .._-. IP! EXIST PAVEMENT ` (PROTECT IN PLACE) \ g `\ 3/4"OGAC `COMPACTED SUBGRADE PE 7"AC (TYPE A) J 19"CL 2 AB COMPACTED SUBGRADE CENTRALTATE ROUTE 74) NO SCALE 27+37.46 TO 33+60.00 (CALTRANS MAINTAINED) EXIST EXIST R/W R/W I GRADING P R AK IN R VARIES 134'TO 139' I / MARKETPLACE ROUGH GRADING CL 6T, PLANS,CITY GRADING PERMIT VARIES 67'TO 72' N0. I 59' EXIST TYPE EXIST TYPE A2-200 C&G A2-200 C&G 15'MIN.BUILDING VARIES 2'TO 7' 6'SW VARIES 14'TO 20.6' VARIES 38.4'TO 45' VARIES 38.4'TO 43' SETBACK SAWCUT SAWCUT LINE \ / 10' LINE EXIST 15is QE MATCH 1 2 ETW VARIES 1.8% TO 3.0% I VARIES 1.8/ TO 3,py S�2• 2y 2% t0 EXIST _.........._..1... __ -- -- -- ..._..__�._......._�.............. -................_____.......... --::....mac:::- ::: . ET ;7/ E /////////\// EXIST PAVEMENT EXIST PAVEMENT ! O z (PROTECT IN PLACE) (PROTECT IN PLACEI �\ z �\�\ \ 7/AC TAPE A) T'AC3/4" ( Y 5 \ `I p O C 7"AC(TYPE A) J € BB577 0 COMPACTED SUBGRADE 19"CL 2 AB 19"CL 2 AB COMPACTED SUBGRADE CENTRAL AVENUE (STATE ROUTE 74) d NO SCALE 0 STATE ROUTE 74 DESIGN DESIGNATION 17+31.30 TO 27+37.46 p ADT (2003) = 27,100 D = 60% (CALTRANS MAINTAINED) a ADT (2020) = 47,900 T = 2% CAUTIONI LOCATION OF EXISTING UTILITIES ON V = 65 MPH THESE PLANS ARE APPROXIMATE AND c v SHALL BE VERIFIED BY CONTRACTOR o PRIOR TO CONSTRUCTION. X-Z ID VY.S., BV/84H 05-m-2005 in C cl BENCH MARKS ���( ALERT REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL �q T_CKTM � �T^�ry`13)�NY CALTRANS PERMIT •08-04-6-MC-1346 CITY OF LAKE ELSINORE SHEET EON G COMPLIANCE WITH THE APPROPRIATE ( RI ENGR P C.1UNG CON4 x - CITY OF LAKE ELSINORE BM B-95-56 STREET IMPROVEMENT PLANS N ti ps CONDITIONS OF DEVELOPMENT AND/OR o.20 DESCRIPTION: CHISELED SQUARE - CITY AND STATE LAWS,AND HAVE BEEN OF v ON TOP OF CURB,ELEV = 1274.91 W BARRY J. COWAN a amn� W-ta. � vex. aye UNAUTHORIZED CHANGES CALL FOUND ACCEPTABLE. n :ab vwi�o+m•a:�e+u or�mUn►:w•n�mq.w:«:•...ea�� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER AVENUE, CENTRAL 27 ., i c o LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 '° RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) N L N INTERSECTION OF COLLIER AVENUE IDU dal E,.6-30-07 't PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS O o AND CENTRAL AVENUE 66 FEET BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE '^ I} SOUTHWESTERLY ALONG CENTRAL I�00-227-2600 G! f a f �? CIVIL y�� PREPARED UNDER(THE DIRECTION OF: FILE NO. g ANO NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE qtf OF CAVV h/W1.r 0 G.c�-..�_ S�i�/a5 SCALE: TYPICAL CROSS SECTIONS i CHISELED SQUARE ON TOP OF CURB Cal at boat 2 working Aaye prlar to excavath% DESIGNED BY: DRAWN BY: CHECKED BY: O i '^ OPPOSITE FIRE HYDRANT CITY ENGINEER BARRY C WAN•RCE -C46568 (EXP.6-30-07) DATE DATE: PLOT DATE. 13-MAY-2005 JN 14502 O i i CL EP EXIST EXIST EXIST EXIST R/W 39, CL 20, R/W R/W 30 GRADING PER AKE E SINORE 30' R/W 1 MARKETPLACE ROUGH GRADING PLANS,CITY GRADING PERMIT VARIES 8.O'TO 28.0' 16 AC NO. - EXIST EXIST VARIES 28'TO 33' ' �N 77 EXIST O.G. 8 20 i���� \//\�\ EP SAWCUT �\� \ CLASS 1 I AB 15'MIN.BUILDING VARIES 6'SW IES 0 VARIES LINE COMPACT SETBACK 0'TO 5' . 'TO 17.3' 8.2'TO 12.5' �I11� 10 3 2' 15 TOB95ADE 2 11 3 15 gyp+ __.�....�. ___ /\//"� EP DETAIL z% _..... _._.;_..._�......:� ___......___. _...... �...... ....... f- DEXTER AVENUE ��px ._.._...... .� -- _.._.v_... O.G. / // // //\i Z: EXIST PAVEMENT NOT TO SCALE g CAMBERN AVENUE (PROTECT IN PLACE) / �\ // // \/�� 4 EXIST PAVEMENT NO SCALE \' \'` \\\i (PROTECT IN PLACE) SUBGRADE 36+94.33 TO 39+26.58 (CITY MAINTAINED) SUBGRCTE NO CAMBERN CALFAVENUE EXIST EXIST 43+80.00 TO 52+00.00 B/W 39' CL 20' R/W (CITY MAINTAINED) RA IN P R AK INORE 1 MARKETPLACE ROUGH GRADING I PLANS,CITY GRADING PERMIT NO. VARIES 28'TO 33' CITY OF EXIST STRUCTION NOTES & QUANTITY ESTIMATE UNIT CALTRANS TOTALS I �\ EP EXIST EP LAKE ELSINORE \1 15'MIN.BUILDING VARIES 6'SW VARIES VARIES O.G. 1 CONSTRUCT 0.75"(0.06')OPEN GRADED AC PAVEMENT (MINIMUM) TONS 0 196 196 SETBACK 0'TO 5' 12.2'TO 14.3' 11.7'TO 15.4' %//�� O CONSTRUCT 7.25"(0.604')AC PAVEMENT (MINIMUM) TONS 0 1894 1894 2• 10 _! \/ ( CONSTRUCT 5"(0.42')AC PAVEMENT (MINIMUM) TONS 4081 0 4081 11 2% 3 2X 3 I OR Q CONSTRUCT 6"(0.5')CLASS II AGGREGATE BASE(MINIMUM) CY 2118 0 2118 p1' r- 2v/ 50 CONSTRUCT 19"(1.589 CLASS II AGGREGATE BASE(MINIMUM) CY 0 2450 2450 (D CONSTRUCT TYPE 0 CURB & GUTTER O 4 4 � �4x / BO CONSTRUCT TYPE A2AC DIKE PER P R CALTRANS STD PLANER ppg7NS 5TD PLAN A8T 5 9 4 LF 0 492 498 CONSTRUCT 6"CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 LF 3026 0 3026 COMPACTE\/ CAMBERN AVENUE COMPACTED Q9 SUBGRADE CONSTRUCT 6"AC DIKE PER RIV CO STD 212 LF 634 0 634 SUBGRADE D 10 CONSTRUCT NO SCALE 11 CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400 & 401 SF 28428 8510 36938 40+93.64 TO 43+80.00 12 CONSTRUCT CROSS GUTTER PER RIV CO STD 209& 209A SF 0 1309 1309 (CITY MAINTAINED) 13 CONSTRUCT COMMERCIAL DRIVEWAY PER RIV CO STD 207A AND ADA STD. SF 8325 1439 9764 14 CONSTRUCT ACCESSIBLE RAMP AND RETURN PER CALTRANS STD PLAN RSP A88A EA 11 2 13 z EXIST EXIST 15 COLD PLANE EXISTING ASPHALT CONCRETE AND OVERLAY 2"(0.17')MINIMUM SF 3253 4823 8076 C R/W VARIES 30'TO 40' CL 30' R/W PER APPLICABLE DETAIL SHEET 3 GRADING PER LAKE ELSINORE EP MARKETPLACE ROUGH GRADING 16 CONSTRUCT 8'GRADED SHOULDER LF 1616 0 1616 8' VARIES 24.0' 6'SW PLANS,CITY GRADING PERMIT NO. 1T CONSTRUCT 20'TRANSITION FROM 8"C&G TO 6"C&G PER DETAIL SHEET 3 EA 1 0 1 5 EXIST 25.42'TO 28' XIST 19 CONSTRUCT 20'TRANSITION FROM 8"C&G 70 6"AC DIKE PER DETAIL SHEET 3 EA 2 1 3 EP 20' VARIES 20-28' EP 15'MIN.BUILDING SETBACK ®0 REMOVE EXISTING PAVEMENT BASE& SURFACING SY 12019 2827 14846 SAWCUT SAWCUT 2'MIN. 21 REMOVE EXIST FENCE LF 744 0 744 LINE LINE 3 2' VARIES 1.0% to 2.0% 15 VARIES -1.0% to 3.4' 15 2' 11 2% MAX RELOCATED BY SCE FORCES EA 3 0 3 16 VARIES 3 , ,. MATCH EXIST % 2 - .. ©INSTALL BUS TURNOUT PER DETAIL A,SHEET 7 EA 0 2 2 ....4 ..... ....._._.-_..._.._._..........._.....___....._.......................�.. ....-..........._. .........._ ._._ _ .---.. 4..W` \�\\\\� ®REMOVE EXISTING CURB AND SIDEWALK LF 0 359 359 RELOCATE EXIST FENCE LF 0 1490 1490 o.c. DEXTER AVE ®INSTALL 18"RCP (CLASS IV) LF 130 35 165 \\77 SEE EP DETAIL ABOVE COMPACTED NO SCA COMPACTED 31 S�ANDARDTNOU300NHE CATCH PER COUNTY OF RIVERSIDE EA 2 0 2 SUBGRADE 47+34.23 TO 4+50.00 (LT) SUBGRADE 42+90.00 54+50.00 (RT) ®CONSTRUCT 'OL'DRAINAGE INLET PER CALTRANS STANDARD D72(H& L PER PLAN) EA 0 2 2 (g CONSTRUCT CONCRETE COLLAR PER R.C.F.C.D.& W.C.D.STD.DWG.NO.M 803 EA 3 0 3 ( MAINTAINED) EXIST ®CONSTRUCT PIPE HEADWALL PER CALTRANS STANDARD PLAN D89 EA 4 0 4 (LATEST EDITION). R/W RA ING PER LAKE EL INORE ®CONSTRUCT JUNCTION STRUCTURE NO.2 PER R.C.F.C.D.& W.C.D.STD.DWG. EA 0 2 2 EXIST MARKETPLACE ROUGH GRADING N0.J5227)SEE TABLE FOR A,B.C,D,E,f,G,L,EL.S,& EL.R VALUES) R/W 30' CL 30' PLANS,CITY GRADING PERMIT ®CONSTRUCT CONCRETE SLURRY BACKFILL PER DETAIL 2 ON SHEET 12 CY 23 0 23 ®CAP EXSTING INLET PER DETAIL ON SHEET 12 EA 0 3 3 1 8' EP VARIES VARIES 6'SW VARIES 15'MIN.BUILDING ®8 CONSTRUCT G2 DRAINAGE INLET PER CALTRANS STANDARD D73(H=5') EA 0 2 2 20.0'TO 25.42' 24.0'TO 20.0' 0'TO 4' SETBACK ®9 EXISTING PIPE TO BE FILLED WITH PORTLAND CEMENT AND SAND GROUT, EA 6 0 6 a. EXIST EXIST AND PLUGGED WITH AN 8"BRICK & MORTAR PLUG AT BOTH ENDS F m y E EP VARIES 0 VARIES EP 11 X i�//�� ®INSTALL 30"RCP PER PLAN LF 34 0 34 llll4 Q 16 19.2'TO 20.5' 18'TO 22' f% c0i 2% 2% \• 2 41 REMOVE EXISTING HEADWALL EA 2 0 2 A O z j. >/ 4 o O.G. E EP ����\���/ �i\�\� DETAIL ABOVE SS _- COMPACTED COMPACTED �� DEXTER AVENUE SUBGRADE J n CAUTION) LOCATION OF EXISTING UTILITIES ON SUBGRADE NO SCALE In PLANS ARE APPROXIMATE AND 54+50.00 TO 63+50.00 c 10SHALL BE VERIFIED BY CONTRACTOR (CITY MAINTAINED) v o PRIOR TO CONSTRUCTION. X-1 N D Ryliamps-m-2005 n+0 o BENCH MARKS REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL J: SHEET I , �][� t�]L]E�� 'T ' RICK ENGINEERING COMPANY • CITY O F LAKE ELSINORE E T- CITY OF LAKE ELSINORE BM B-95-56 2 COMPLIANCE WITH THE APPROPRIATE CALTRANS PERMIT 08-04-6-MC-1346 Z N U O ® 2} CONDITIONS OF DEVELOPMENT AND/OR ey STREET IMPROVEMENT PLANS O- DESCRIPTION: CHISELED SOUARE N 'n ON TOP OF CURB,ELEV = 12T4.91 CITY AND STATE LAWS,AND HAVE BEEN BARRY J. COWAN s Sm DiW FlwWs^ O. Pb® n® UNAUTHORIZED CHANGES OF v u CAT* FOUND ACCEPTABLE. p iaalw:vws_� -o. m •mYd+w -m(n•)-,•...mom® CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER AVENUE, CENTRAL u h i c O LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) 27 N L N INTERSECTION OF COLLIER AVENUE a E.,6-30-07 't PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS g 0 I AND CENTRAL AVENUE 66 FEET Yw ' ./ BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE L )n � SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 ,(/�Q Ot s - $ CIVIL �� PREPARED UNDER THE DIRECTION OF: FILE NO. g v L AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE AIERT KEN SEUMALO RCE.No.56915 DATE q/F OF CAVY � MIR.1,tn d G.t.K"._. S//3/ SCALE: TYPICAL CROSS SECTIONS _ % m CHISELED SOUARE ON TOP OF CURB Cal at bast 2 rorhlrq nays prior to excavatlnq. DESIGNED BY: DRAWN 8Y: CHECKED BY: O M OPPOSITE FIRE HYDRANT CITY ENGINEER BARRY C WAN,RCE •C46568 (EXP.6-30-07) DATE DATE: PLOT DATE: 13-MAY-2005 JN 14502 I CITY OF LAKE ELSINORE BASIS OF BEARING STREET IMPROVEMENT PLANS GENERAL NOTES IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54. RECORDS RIV CO 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND ITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEA OF AVAILABLE SHOWN AS NORTH 46°39'50"WEST. CENTRAL AVE FROM DEXTER AVE T 0 CAMBERN AVE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE S NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETE OF THE LOCATION. NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTI PIPE.OR CAMBERN AVE FROM CENTRAL AVE T 0 TENTH STREET STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRA IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF L UTILITIES,PIPES OR DEXTER AVE FROM CENTRAL AVE T 0 ELEVENTH STREET STRUCTURES.WHETHER SHOWN ON THESE PLANS OR NOT. UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR R ACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HI XPENSE_ k N 2. ALL WORK SHALL CONFORM TO CITY CODES,ST ARD SPECIFICATIONS FOR PUBLIC WORKS [ (LATEST EDITION),AND STANDARD DRAWINGS THE COUNTY OF RIVERSIDE.IT IS THE Ij Ilk CONTRACTOR'S RESPONSIBILITY TO BE F ]AR WITH THESE STANDARDS AND CODES AT ALL TIMES. � 3. THE CONTRACTOR SHALL NOTIFY E CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO C BEG! HOURS IOF 9 00 A.NG ANY WORK. TCOALL F P M MONDAYY THROUGHSPECTION AT FRIDAY�24 EXT.25 BETWEEN THE 19 CO 4. CONTRACTOR SHALL INTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC L S APPROVED BY CITY '• :,`` r ' ..... %/i% _ !,'� 200 400 Soo ENGINEER NEER OR W T REPRESENTATIVE.FAILURE TOR DO SO SHALL C REQUIRE IMMEDIATE WORK STOPP10o GRAPHIC SCALE 1"- 200' 5. IT S AGE BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE RE SENT ATIVE AT THE J08 SITE AT ALL TIMES DURING CONSTRUCTION. l STOPP ``.�\ - °:.,. -----•- •••• ••gig"`;--- ,_:::. / 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY r i RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOT FY AL UTILITY COMPANIES r 1 L U ]LI CO IES �: :.1..•: r •1v ._._..,, _,___...�.� �!.';,.....: ••.�: `a„`,., INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO ;s-'xICE ALERT (U.S.A.)AT 1 800 422 UNDERGROUND SERVICE 4133 AT LEAST 48 HOURS- - - BE TO PRIOR SHEET INDEX GINNING WORK, N :^ 7•...--...._. `.., :J I ............: �:�:__-.. _ `'•` ^� ` THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA SHT NO DESCRIPTION AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM CITY ' STREET PLAN ';,a� _ !/" ,� ,/'i%��~`- - r •'>"/ �%` r "`� \J�.r�f�r-'+,�'')'� .-�-�i�..S - OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF LINE'IC.Q!• '/'! ,.. CONSTRUCTION. 1 TITLE SHEET ... ' -.. i ;__ ,.. ,, 8. PH E, PAVING THE � /L• •-..v.,.,_` ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PR 2 TYPICAL CROSS SECTIONS �"T �'=�'� `S r j,!./`{"-- ! -"':-" �/1/"l:� `=��`�-�...,.,1.`:�.,' - !` � �" STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER,WATER.TELEPHONE,:.:., .:I'.'.T w,.. '+V ELECTRICITY,GAS AND DRAINAGE FACILITIES. 3 TYPICAL CROSS SECTIONS ..;� 'J \ .rr ,f tr: ,,� �./,r, .x,,,.;,.�ti,,; "\``, (� 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER 4 DEXTER AVE 42+90.00 TO 53+00.00 ? r k'J+%; :`� �_ \ - LINE'' ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES 5 DEXTER AVE 53+00.00 TO 63+50.00 � \ �'�'.:� "f tt �i\`'�<"::-�=>.�+`` � \ " `` gow. SHOWN ARE FOR BONDING PURPOSES ONLY. e v . . r a `Au"r;:;,. f - c�\`•';`,� r ',� - 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 6 CENTRAL AVE 17+31.00 TO 25+00.00 � ����������� � ••: : J : - •...:��' "'ij:�,., ':• .::. - .....,�• : �•.. '�: ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL 8E 7 CENTRAL AVE 25+00.00 TO 33+60.00 �" i"' ."... "4' '+" ' \�'�l' s.. r �;...... , t;.,,.. .......... / � ,. � ! ,' NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL F r I`+"+` \�' y \'' •'`'�` ',•"% `�;?�'') +�. :K - BE IN THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 8 CAMBERN AVE 36+94.33 TO 44+76.12 '3"' i` t; it:;:�`.�'i'.,`': ' --+' ';+r, :!:;!z'✓'�'r:�.';' `� ;J PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. C 9 CAMBERN AVE 44+76.12 TO 52+20.00 ::. t•``"`\ \� _ "" � - ' � r ... .. ..��•:v-.t.: ` ':'+•,` L:'"' + 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION HA B 10-12OFFSITESTORM DRAIN PLAN � ���� "'��� ,¢ "�'•''""" � \ ���: �"��' REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES 0 N -:fc ', •� ! (\/ /`,14: •'' \�'.;:�.,�•,,.!'�rh`` 4 ` - '.•4' ARE TO FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ��'t'� ACCEPTANCE IS GRANTED_ \�. t - k 13 15 TRAFFIC SIGNAL PLAN 't( \ r :+ � ' t'4 ! �`i`���ti:\"•'.;�':;--;vim: `•"�,� 'Lr ;:'j _.._ 12. AN ENCROACHMENT PERMITSHALL 8E REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN ��:,".`•." ;Glii�'_- .; - PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT.THE CONTRACTOR/DEVELOPER A 16-20 SIGNING AND STRIPING PLANS ` 7 �:;1''` I '• \::+�:r:`:>?"*_. ii�i:- .;N.. � v� � ::..,.,�. •.,t..:�'p '�' /y.' r MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB {F. SITE DURING THE TOTAL TIME FRAM OF PROJECTCONSTRUCTIONWTAPPROVED - b:' E OJEC WITH SET OF 21-24 TRAFFIC CONTROL PLANS INDEX MAP - > � " �':;`�''�'�`>: al' " '",:.-': ;LwE '� ^ _���"r � � r� �" � IMPROVEMENT PLANS. 25-27 STREET LIGHTING PLANS t"''' l /(� ^ r 'Gr• 13. AN ENCROACHMENT PERMIT IS REQUIRED FROM THE DISTRICT NO.8 OFFICE OF •`aJ'x r of Q' CALTRANS FOR ANY WORK PROPOSED WITHIN CALTRANS'RIGHT-OF-WAY. '4 "'••^,:;,`u• ^ �'^�'' '� 14. CONTRACTOR SHALL INSTALL PERMANENT EROSION CONTROL MEASURES TO ALL EXPOSED SOIL AREAS BETWEEN PROPOSED SIDEWALK AND R/W LINE. y .: ..._.:•.emu-,•,::�/ _..�:�f,M1,' ..�„ ENGINEER/CONTACT PERSON SOIL ENGINEER T" :... ;. NOTE: THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN, EEI A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 5835 AVENIDA ENCINAS,SUITE 118 n- �1•";:, , ',..' STORM DRAIN LINES'E','F'&'K'ARE _CARLSBAD,CA 92008 .{ z '-«'; TO BE MAINTAINED BY THE CITY o CONTACT: RICHARD G.LAPRAIRIE OF LAKE ELSINORE BARRY J. 0 AN 46568 DATE PHONE: (760)431-3747 �'°"'} � EXPIRES 6/30/07 FAX: (760)431-3748 lI h a CONTACT PERSON: BARRY J. COWAN i' > STORM DRAIN LINES'G','H','I'&'J' 15 LEGAL DESCRIPTION ARE TO BE MAINTAINED BY CALTRANS N�cNo��' Ito G`�,�• ALL OF TRACT 3472-R,AS SHOWN BY MAP ON FILE IN BOOK 57, \ W rc c N PAGE'S 9 AND 10 OF MAPS.RECORDS OF RIVERSIDE COUNTY, LEGEND AND ABBREVIATIONS t CALIFORNIA: I EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF CALIFORNIA BY DOCUMENT RECORDED DECEMBER 9.1977 AS SAWCUT AND REMOVAL ______ __ ® EDGE OF SHOULDER.. .-_. ES INSTRUMENT NO.245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY. CALIFORNIA; GRIND AND OVERLAY..--.-..- BEGIN CURB RETURN BCR F O •� !{/ ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE PROPOSED AC_ -__ _- O END CURB RETURN---...-.__..._ ECR c RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF 1 a CONDEMNATION RECORDED AUGUST 22,2001 AS INSTRUMENT NO. CURB& GUTTER.._ _ _ C&G BEGIN VERTICAL CURVE BVC 2001-405567 OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. [[ ) a EDGE OF PAVEMENT._. EP END VERTICAL CURVE EVC O 00> OWNER/DEVELOPER FINISHED SURFACE _-FS CURB FACE CF DIAMOND DEVELOPMENT THE BERGMAN COMPANIES '7 J p TIC BEGIN CURVE BC 265 SANTA HELENA,SUITE 125 13745 SEMINOLE DRIVE TOP OF CURB_ _______ I r i SOLANA BEACH,CA 92075 CHINO,CA 91710 _ PROJECT SITE c TOP OF DIKE _TO END CURVE EC s Q) CONTACT: DON HOWELLS CONTACT: MARK GMAN 4' a. PHONE: (858)259-4681 PHONE: (909) -3651 FLOW LINE.._._-._. FL EXISTING GRADE/GRADIENT _() t. • O FAX: (858)259-4687 FAX: (909) -5425 ASPHALT CONCRETE- -__--_ __AC DIRECTION OF FLOW ADDITIONAL APPLICABLE CODES -- -_ _ +'e o _._._. .____._._.__.____ a 2001 CALIFORNIA BUILDING CODE (CBC) AB DAYLIGHT LINE LOCATION MAP AGGREGATE BASE,PART 2,TITLE 24 C.C.R. CAUTIONI LOCATION OF EXISTING UTILI ON (1997 UNIFORM BUILDING CODE VOLUMES 1-3 WITH 2O01 CALIFORNIA AMENDMENTS) CENTERLINE_.-_-_-_ CL EXISTING DATA N THESE PLANS ARE APPR ATE AND PROPERTY LINE._ PL FUTURE DATA__ I-) 10 SHALL BE VERIFIED BY ONTRACTOR -- --- -- o PRIOR TO CONSTRUCTION. EDGE OF TRAVELLED WAY.________ETW c BV B H OS-17-ZOOS a in 0 BENCH MARKI DIG ALERT REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 77T T T.14lW SHEET E Y o CITY OF LAKE ELSINORE BM 8-95-56 5 COMPLIANCE WITH THE APPROPRIATE ! RICKP,LV(�itIl�T�I' UNG ANY CALTRANS PERMIT •08-04-6-MC-1346 CITY OF LAKE ELSINORiE• ` a U O CONDITIONS OF DEVELOPMENT AND/OR 1 o - DESCRIPTION: CHISELED SQUARE �� STREET IMPROVEMENT PLANS ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS.AND HAVE BEEN � BARRY J. COWAN s ,. s•^»� e�ae a=.ae. reoam �++� UNAUTHORIZED CHANGES- OF , v /O LOCATION: FROM THE APPROXIMATE C'AT.I FOUND ACCEPTABLE. p :a�pa,aw...am"""'°"°RGa'°"mn"•"'°-"•`xI^'i"""'-�" CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER AVENUE, CENTRAL i c o BEFORE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 2T o, N L a INTERSECTION OF COLLIER AVENUE mu OIc! a L,�,6-30-07 * AVENUE (STATE HIGHWAY 74) o O AND CENTRAL AVENUE 66 FEET -/ /- PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS '^ 1} SOUTHWESTERLY ALONG CENTRAL 1�00-227-2600 ,Y Q ,tj CIVIL \� PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE t AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT �rf n„ A-- GI 5lzs FILE N0. ul CHISELED SQUARE ON TOP OF CURB Cal at bast 2 rorhlnq Faye prior to an vath ij. KEN SEUMALO RCE.No.56915 DATE OF CAO �! -Q�4..�^""'� i2 SCALE: TITLE SHEET M OPPOSITE FIRE HYDRANT DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER BARRY JrCOWAN,RICE •C46568 (EXP.6-30-07) DATE DATE: - O /^ PLOT DATE- 13-MAY-2005 JN 14502 f � C r I