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HomeMy WebLinkAbout629-2 —————SEE SHEET 4 ——— r- C T E ESTIMATE O�GRADING STRUCTURE QUANTITIES GRADING NOTES' TY OF LAKE ELSOM®RE I %�= o NO DESCRIPTION UANTITY UNIT _ I HIGHWAY.7 B A CQVST.ACCESS ROAD 3•SLAG OM Sox COMPACTED NA77W PER DETAIL CW SHEET J 2I'J74 S'F. .w EDGE OF PA ROUGH GRADING PLAN ` 2,854 L.F. ,;' J . `I- J y ,'r B CONSTRUCT CONCRETE V-OUCH AND SLOPE BENCH PER DETAIL ON 51EET J I F. A.THE CONTRACTOR SHALL APPLY AND OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS I CALTRANS f. .I '^^`/ C CgVSTR!/CT EMERGENCY OVERFLOW PER DETAIL ON SNEET 3 BEFORE BEGINNING ANY WORK WITHIN STATE RIGHT OF WAY. DRAINAGE -,- _ ,;{g7 " " 180 LF. 084 ______--- ''' I ,EASEMENT ' _ D CONSTRUCT SPLASH WALL PER DETAIL ON SHEET J 4,77 LF. B.ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM 70 THE LATEST STATE � �� ® �� � i"�ROP°� M_ 186 j E CONSTRUCT DOW DRAIN PER DETAIL ON SHEET J STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. 8J9 L.F. STANDARDS OTHER 111AN STATE STANDARDS MUST BE PRE-APPROVED AND JUSTIFIED. © ( C$5.0 US �' •�•" 185 I I F CONSTRUCT INTERCEPTOR GRAIN PER DETAIL ON SHEET J C.NO EQUIPMENT OR MATERIALS MAY BE STORED IN THE STATE RIGHT OF WAY. „ J/ �= 200 C.Y. D.ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION �- $ .i,4 G CONSTRUCT NON-GROUTED RIP-RAP PER DETAIL QV SHEET 3 CONTROL(HYDRO-SEEDING OR EQUIVALENT OR AS DIRECTED BY THE STAGE'S AY 7 -' g' 9( 1 183 I RETAINING WALL PER RIVERSIDE COUNTY STD,PLAN 284-197(BY SEPERATE PER1110 757 S.F. REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE .y� 9 9 ,/-_... './ / CONSTRUCT REINFORCED CONCRETE CRIB WALL(TYPE PER PLAN)PER CALMMS S7D.PLAN C7A 7,040 SF. 182� ( 41,418 S.F. RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE 11 - Imo,; '! r", g 7 8 181 Y / / ROCK SLOPE FWOTECRON RESPONSIBLE FOR CAINAAN'S COST OF CLEANING ANY CLUTTERED WITH DEBRIS AND OR SLIT S J 9 �� 17,E -7 / -' N0 C2J 2 EA 9 INSTALL CQYS7RUCDON AREA SIGN PER CALIRANS TRAFFIC MANUAL STD.AS A RESULT OF DRAINAGE STRUCTURES OF CHANNELS WHICH HAVE OR CAUSED BY THE - \' • _ -� ,„, (ROAD NUPK AHEAD)(307130)ON A 4'X4"MODD PoST. � CONSTRUCTION PROJECT. -74-, / INSTALL CONSTRUCTION AREA SICK PER CALTRANS TRAFFIC MANUAL STD.NO C14 2 EA, D E.THE CONTRACTOR SHAL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE ' i J (END ROAD RORK)(18'XJ6')ON A 40f4'HOOD POST, I C FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION TW4CT ~` N SHALL BE OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. 22 `-[) ADEQUATE CLEAN OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION R/w WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS / t) `1 ' R NEEDED..THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE 1AY �^ 102' 3t imD a B FACE 15.5' 4.7m '�\^�•<^ % '0 hIIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) ) z L G9 _.,. 1'T• } '7 `' PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. I Z F.WHERE SURVEY MONUMENTS EXIST,SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE G9. l NPDES PERMIT NUMBER: DAIS PERMIT ISSUED: u REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE,SECTION 8700 TO (1•Bo) FH7 (24m) (3.7m) (3.7m), (31 21m 21m (17m) (17m) (17m)�(2_4m) (1.Bm) —��. r J / ( j/ 0 1 1 1• b6 i m` .... 1 1 8805(LAND SURVEYOR'S ACT), CA WDIQ, 833C325192 /2,[]�,03 m G.WHERE REQUIRED,THE PAVEMENT MUST BE SAW-CUT AT LANE LINE OR A MINIMUM 2 FEET 1 4" I __m • -m .1/4:.t 1' '� .\ i } - 621 i 6 �. / FROM THE EXISTING EDGE OF THE PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR T0, M3.Rx' E E oa.>x 21,, T 8 1 "n OR PARALLEL,OR CONCENTRIC WITH THE STATE HIGHWAY CENTERLINE 4' d `..� B 61 _i57 '-�% g• 9' • CAArnw,UNE i.w H.ALL SIGNS,ROADSIDE MARKERS,ELECTROLIERS,SHALL BE PROTECTED AND OR REPLACED FUTURE IMPROVEMENTS •j IN KIND,AT NO COST TO THE STALE,IN ACCORDANCE PATH THE CURRENT STATE STANDARD (BY DIMS) 28n EIOSBNG HWf 74 2&n r r q ° 9' - ✓/6 �9 'O 1 GO IIIIDARY PROPOSED IMPROVEMENTS 3-"`•.-, '�, G _ 4 ml �JVIIDARY PLANS AND THE LATEST EDITION OF THE TRAFFIC MANUAL V'1`MY� 3 39' 39' y�-,�o•00 "�} / 3. 2�f8- .14r �, L ALL FENCES RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE fXVSt `i4r air. `/-' h 3-, / 7 ,rT 4'� 2- / I C t r•-r v�axa wrm a � L1• stt acTwv mow STATE RIGHT OF WAY SHALL BE REPLACED WITH TYPE CL-8 FENCE AS SHOWN IN THE STATE'S STANDARD PLAN STATE HIGHWAY 74 S J.ALL SIGNING,STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MAJOR _l.� g C) § 1, LU�M / •". CURRENT EDITION OF THE TRAFFIC MANUAL,PUBLISHED BY THE STATE OF CALIFORNIA, HNNIIYA'Y 74,E }° 0 Z 134J 1 Y37`136 f•,,I �°" 'E"o"""' . DEPARTMENT OF TRANSPORTATION,AND THE SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS NOTED ON THE PUNS. - -- � 3 •' ° SEE CONS1RUCrroN NO1E5 > K.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL ;_-�. --' 3 ` 7'�8 / / r I NEa BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. - - 5 0 rS E13 SECTION A-A SECTION B-B •1 ybOQ� \I " 4 48 - 120 /94`93 9 B wsso ewnmrs ro wawreic aa�s O° Aii`n-a'0a�a"tlNa.>4` re ti CLASSES '_K1•W��M . �9 '87 `l ' M. (METHOD B PIACELIOIT) t `rr >�.- l - } 1 I'.1- - •...:� ^^. +• e .t 1 2 TON 0-5 ROCK BACKING ` " \ _ _MAX 0100 WATER SURFACE_ SIZFSe 1 4 TON N0.2 vv. •• 4 / I i S T - 1 .I SHOWN ON PLAN C '3 74�5 '_. L 1/4 TON 50-100 _* - �'� a R D 1�,. _....... .� 200 LB ._..__ r 59 7Li.�0 lP�Dra'aue rs PROPOSED ROCK 75 LB 95-IDD 0-5 .`ITr ,'`' '�.� �F` A4 vrRwcnR suwnRr aws Rry SLOPE PROTECTION 25 LB 50-100 .�\ „'-•� ;u' a c (1/4 TON, METHOD B) 5 LB 90-100 — ., \-.. 'S 6j 6 •;,a ♦rixs e'a o.c. r NOTES 1238 arrroucEXISTING ?3, PROPOSED ROCK -ROCK SWW.BE EITHER QUARRY � n . c sruu ee rar-wsnm ro rasvdmcrnwrrnr e,newoCSTONE OR BROKEN CONCRETE -GROUND 9 SLOPE PROTECTION SEE SHEET (c. 6 56 m" z rxv a smacWr aws a.uarEhwu rtw v oowN tw,wv sruu eF coNcaErE (BACKING N0. 2, METHOD B) COBBLES ARE NOT ACCEPTABLE —� ,'� »"�~ B J aruroxeso mTx e a wxwrw mom wm rAserc •Y / / S4 i VIEW a.aomi ania+ro vms mwsrmn srw.c wr er usco wmmv auax C •1' PROPOSED TYPE STD., RSP FABRIC F' - $ 55 9' 38:3 . i5 /i A cwnrz mwu eE,ar oa.cuuawzco,inm rnswrwnax. 3 PER CALTRANS STD.,SECTION 88.104) ' S O SECTION "K — K" �... y -...._, - ;. So 4 - �� PLAN �= m �f' '� to ° DOWN DRAIN TO PIPE TRANSITION z N.EFE _ », ;.»? l-.., , 4�. I q.. -y ��...3i,32 N N.T.S. y FOR ADDITIONAL INFORMATION, REFER TO CALTRANS"CALIFORNIA BANK - � �� -��-. - /:1- 7 2 AND SHORE ROCK SLOPE PROTECTION DESIGN MANUAL, 3RD EDITION, ' T \\\ /�`' I 2001 k CALTRANS STANDARD PLAN 813-2, JULY 1992A^ *• / - _ , - SEE ET 11 ._.. LEGEND OF ABBREVIATIONS & SYMBOLS ,.' T.C. TOP OF CURB ti 100 EXIST.CONTOUR ( - / .: . l 'K S 1 .. F.L. FLOWIJNE ELEV. �100— PROP.CONTOUR �*( - r '•`"` .__--'"" % � SEE SHEET 9I � T.G. TOP OF GRATE PROPERTY LINE L' ,� _ / 4�/�_�"`\ G.B. GRADE BREAK DAYLIGHT LINE ++. "••;_._ \ INDEX MAP CITY OF COUNTY OF F.G. FINISH GRADE , Z SHEET FLOW RATE -=j ,�a Yi `'•- c'W _1 R.G. ROUGH GRADE —-- GRADED SWALE `1• %' _ - _ CT BO f DARY R LAKE ELSINORE RIVERSIDE S F.S. FINISH SURFACE -- CENTERLINE = `/ * r J - /.,.-_ , r, .,- , _.__ j '' ' •' GER40ING (PER SEPARATE PERMIT)INV. INVERT OF GRAIN SWALE HIGH POINT -. .•MI LO g _ _ _ R/W' �) PAD ELEVATION FLOWLINE •'..- r r.-_ ...�"`'" � -- x�-.. _ .\ ,�,,.• w^ _ _.._�'' c F.F. FINISH FLOOR ELEV.LO i^I- SUBDRAIN / �4 , M1 7 MIN .= • ....: I 5' 60 d G.F.F. GARAGE FINISH FLOOR __�,__ AREA DRAIN � _ _ _ _ L B.V.C. BEGIN VERTICAL CURVE - TOP OF SLOPE ;./ ,. �., �., •/ f0' 20' 20' 10' i " 3 3 f 2rL� � ]7 E.Fr P.C. END VERTICAL CURVE _ ., ,�,.w.\ ``^ ;i' —J 2 9 C i P.I. POINT OF INTERSECTION ® RETAINING WALL - /'-' J / ,r ✓ - ' f ;• 98 C- a TOE OF SLOPE i- _ _ EDGE OF PAVEMENT 4M FIRE HYDRANT T.W. TOP OF WALL ELEV. t3--a STREET LIGHT TOP OF FOOTING E ✓ ,t:: '".' o '•-__'-.' / �\ T�10.5' G7 2 � 2 N T.F. ELEV. SOUND OR SCREEN WALL L .> •'-• ,� � i II'' � IYP. €� f0 Z D.F. DEEPEN FOOTING DEEPENED FOOTING k`� 1; `t ,i 1 ~' C- y zI C \,`, / _ ROUGH GRADE LINE z i ``�_� / - ADDITIONAL STREET UNDERCUT FOR w I L LENGTH o O WATER METER 'yy �~� �"...� '-;,' /' V" ` �`\. '•LY ( z � CATCH BASIN do LOCAL DEPRESSION <p a. �, r........_. _J —— ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY D �'z m DWY. DRIVEWAY ? ./ __, . lD .A1 P.U.E. PROPOSED UTILITY EASEMENT CUT/FlLL LINE ✓ o -'."� ! ':`'-- �� \\''. .•-'.- "" %,� ,C a - '- 112 o IN NOT TO SCALE J'O.X. DEPTH OF REQ'D OVER EXCAVATION 99,SJJ SEE SHEET TREWS LANE (STA. 19f85.09-24-92.54) q SLOPE & ®PROPOSED INTERIM SLOPE \ ` oe �� .. 7,µ ... ✓` � r �� ......._ '�� � ...� BItUNDARY q 100 200 400 600 800 _. J SCALE: 1 = 200' WDIDti33C SEE SHEET 14 325192 MG /l URT R VISIONS: _ /USC AND G5 BENCH MARK DIf:K IN CONCRETE P��ED B� // PREPARED BY: HUNSAKER dL ASSOCIATES �OF� ,6 MONUMENT STAMPED D 307 1935,IS 38 FT WEST OfE35Io,�,� - 2/0 IRVINE, INC RGUM CRAIB1t(1Q PLAN OF CENTERLINE CAUT:N.NIA HIGHWAY.74,33 FT owaHuO "'! PAUL R. DLESTYIN JR.P-C-7.58020 EXP.6/30/06 ATE INLAND EMPIRE REGION DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. �'<`'„4' o4�'i. ': 2900 ADAMS STREET,SUITE A-15 T�A�` '� OF -� gr BEFORE RIVERSIDE CA 92504 (909)352-7200 g DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. '=�NO.58020 W m PUNNING/FNONEERING/SURVEYNG/GOVERNMENT RELATIONS Iff YOU DIG YOU DIG m E�w a/m/oa z THESE PLANS HAVE BEER.RENEWED FOR COMPLIANCE WITH '[+,ND��/ pn/� m t� -- -- ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 THE -PROPRIATE CONDITIONS OF DEVELOPMENT AND/OR INDEX 1r'A SHEETS e0 TOIA FREE 1_g00_2Y7_2g00 MARK DESCRIPTION BY APPR. DATE ✓•1 a SCALE:.AS SHOWN PREPARED FOR: NOTE THE VERTICAL DATUM FOR THE ROUTE 74 'ar IVI + CI AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES - N E Puguc SERVICE By 2 45DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a or c:Ufp4 +/ - � s 2280 WARDLOW CIRCLE,SUITE 150 -0. FOR: F.B. FILE N0. o UNDERGROUND SERVICE ALERT PRL7�CFlS THE FEET LOWER THAN THE VERflCAL -Q.0__� o,/7�q- CORONA,CA 92080-2896 0919-25479 CENTEX HOMES �p2 77 DATUM FOR]H£IRA CT/MPROvEMfNT PROJECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH . KEN A.SEUMALO CITY ENGINEER ROE 56915 DATE: JULY 2003 ONA, A 92880- z� _ _ n