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HomeMy WebLinkAbout1119 BENCH MARK Iffe-A 1110.057. NORTHWEST CORNER OF WEST WINGWALL A-i C0A1uT7',euC TrO,v A/O TES FOR 97',eSE'7 74,6E-.5 ,* AT NE CORNER 8th' ST AND TURNER AVE FOUND CONCRETE NAIL IN CHISELE SO. ,NLG ST,e,5or TeE'Es sNQ-l/ Bw PtA,vT.'D 4 s74K4v 720 07Y STr7,UA0Z S � ,5',F'Eci.�'lc�4Trac,lsy ,�� 23 FEET NORTH O CENTERLINE 8th ST ' 'TC P,�-'OX/Ml/TY TU laA,�D�,�lPE ,�/cT,9TEs. �(!o ST�'E�T T.C�E.�' SfIVCC' 8� pG�t1T,�C� {C/�/.E,eE' !f/E �F�r✓T�JZ' OF TSF T,e�/.c%e - 0CUC12 FEET EAST OF CENTERLINE OF TURNER AVE, 44.5 FEET SOUTH OF SOUTH RAIL OF MAIN LINE TRACK AND FEET BELOW �' CLOSE",e Ty,9,c/ 3.00/ 7o TfJE FAGE OF CU/Zg, tic/G�Ss D T�1E,e l�t„1/SE 1.1 a TEI�, _ >I. 21 P,�RIOe TO T<1E G'an�1M�'.c.ICE�1�,�.tT of #w PwrivC, w o4go l mic salrA81wry /F:or)1,1TY sous ,egPo,eT TRACK. .57I4LC 45 _&,P•,� 1S,4,140 Tc) THE C/TY !,clsPEc'r-4z vvY U• �41.4L ToX/ciTtES ate' cllrlT�1��1T ®EF/c�E.VC�Es' ti1,�y/ ,PG�QIJ/2E ByC�F/LG .Sail Jl t/IEcJD t/�E.trl TS, ,As .DE•TF.E:4UEp B/ TA46 C/7"/ 1AVR,,5G'Ta,C. 1111 AFIR g1 ,4GL sfeE-T m-EE.s ozF saarecr To lv.5s 'cpo c1 ,4cc�pr�7�cic .By T,�IE eAjC,lIU4561ZIAJq D11/i510AJ, AN 1111,AN 1111, - d> _57 Er T,C676S AeE To CSE 1�'L 4A17 p PE e PUBe.Ic lk-fP,eDVE Iv1E,cJ T Ptq/./S ©k14 Y. 670456T T,me 1,4 004k17'1714e S ._ SVMBoL -57ZC6r ,vF109- ,66T,4AJ1C,4Z 1 eJA f 4&J AJogA fE e rg! s,�,c/ce.cJe; .sizE • ¢ CONSTRUCTION NOTES c . � A 2 6 f h R Em 0 as tieFe Km 1LRuAU TU /� SAWCUT AND REMOVE EXISTING A.C. PAVEMENT -�.��•S� • ,/-�,E,e/t�1Q,�,4 ��/J,E�t1 �'�,�'��FLd�'�� � �o1O.C. 15 �L_ 0 .e�11S7�AL�,qC/ GGl��IOK/ �i /0! PIPE BEDDING PER CITY QF RANCHO CUCAMONGA STD. PLAN 341, TYPE II �c1/� /OL INSTALL 30" DIA. R.C.P. STORM DRAIN, 1750-D TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. CONSTRUCT CONCRETE COLLA E CITY OF RANCHO CUCAMONGA STD. PLA 32 's Io5 REMOVEEXISTING DOUBLE COURSE ICK A MORTAR LU " GENERAL /NOTES PLAN LEGEND I. ALL WORK SHALL DE DONE IN ACCORDANCE WITH WITH THESE PLANS, THE CITY OF RANCHO M CUCAMONGA GA STANDARDS AND THS ,TAN � R SPECIFICATION'S FOR PUBLIC WORKS CONSTRUCTION - f F OVERLAY 1 BS, WITH SC and R7 ADDIT O S• CONTRACTOR SHALL f�M�LIAR WITH A SHALL E RESPONSIBLE FOR ADHERENCL TO THESE ST,`����DARDS AN SPECIFICATIONS. a w �. W W a ' STORM DRAIN 2. � ALL PIPELIxNES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, `$ aRFtow a ..` � `` ROUTE `� REMOVE EXISTING AC PAVEMENT N ,. VALVES,._ FIREfi.HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-QF-WAY -- PLANS I ° LIMITS. OR,`IN_ ADJACENT AREAS WHERE IMPROVEMENT WORK IS O DE DONE SHALL• DE REMOVED, �� " '��'`°°- ,� RELOCATED R PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO SHEET 11 CUCAMONGA. { M , STREET PLANS4. 3. ANY CONTRACTOR.-PERFORMING WORK ON THIS PROJECT SHALL FAMILIARI ZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULT- SHEET SHEET 10 IN DIRECTLY O INDIRECTLY FROM HIS OPERATIONS,, WHETHER OR NOT SUCH FACILITIES ARE SHEETI 26tn __. µ ST AIL Ift ism MN K EN P 'R"� VE EliT 77- 7 SHOWN O THESE PLANS. > SUTILITY PHONE NO HEET 9 GENERAL L s A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA' ENGINEERING bSHEET °�''�< TELEPHONE FOR UNDERGROUND SERVICE _I (800} 422 4133 P DEPARTMENT PRIOR O ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO E N 5th S PACIFIC TELEPHONE COMPANY [—(800) 422-4133 as CUCAMONGA EASEMENT OR RIGHT-OF-WAY. "M h ST w I R 4 MAIN o S I *g a _ 5. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S ,(� SOUTHERN CALIFORNIA GAS COMPANY— TRANS. (?I4a 529 70?0 EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORE THAN 50- A.T. $ S.F. �, HUMeoL - AVE 2191 IRC STREET' EA' CA 92621 1 O ( I4) 2 FOOT INTERVALS SUBJECT O THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES __. AFTER HOURS EMERGENCY ( I } $9— 41 POINTS UNNECESSARILY REMOVED O DESTROYED BY THE CONTRACTOR WILL BE RESET T THE w W CONTRACTOR'S EXPENSE. m STORM DRAIN ,� PLAN a CUCAMONGA COUNTY ADISTRICT (714) ' I . ALL SEWER, WATER, ELECTRIC, GAS, PHONE O OTHER UTILITY LATERALS, MAINS, OR CROSSINGS a w v v 9641 SAN ERNA INO RD SHALL BE CONSTRUCTEDPRIOR TO PAVING. SHEET <: W w �- W z CA I — i a ® < 730w 7. COMPACTION TEST OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUBGRADES SHALL B PROVIDEDa saa� 1000, 20th U ST= Y THE CITY AT THE CITY'S EXPENSE. RETESTING O UNSUCC SFUL COMPACTION SHALL BE PAI FOR BY THE CONTRACTOR® CONTRACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITH- OUT PRIOR NOTIFICATION OF SUCCESFUL COMPACTIONTEST BY THE CITY. a S. WHEN IMPROVEMENTS ARE TO B PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, T SUB-GRADE SHAD B PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- V'pC I I TY0 I N E MAP C f.1AM� Cut��t�,�.t� 1'0 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL E FILLED WITH A FIN GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. INDEX OF SHEETS SHEET DESCRIPTION 9 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY T TINOTES THE E.P.A. FOR USE UNDR A.C. AND P.C.C. SHALL E UNIFORMLY APPLIED T THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING i CONSTRUCT " PCC CURB 2 " GUTTER-CITY STD 303 I TITLE T 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CITY. 2 NST U T 4p C SI L - Y T 3 3Il THE CONTRACTR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORESUB- 2 PLAN PROFILE - TURNER AVE. A.T. . O 4th T• S.F. • ITING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 4 CONS R C WHE LCHA RAMP—CITY STD 1 c ;0."x � r Jgfr ,LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER IT 5 CONSTRUCT PCC STEPS PLAN PROFILE °- TURNER AVE. 24th ST TO 25th S .., OF WORK. 6 CONSTRUCT RETAINING WALL. I END OF STORMI STRUCTURE •o, T CONSTRUCT WELDED GALVANIZED PIPE RAILING (I 9 O D PIPE) 4 PLAN $ PROFILE TURNER 5th ST TO 26th STS '` 11. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, AVE.• ` P 8 CONSTRUCT SL.UMPSTONE (BEIGE) RETAINING WALL AT BACK OF WALK ON EAST-,,,SIDE OF STREET—SEE SHEET- 6 , THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED .UPON REQUEST OF THE INSPECTOR. �- DETAILS INLET STRUCTURE WALLS w OTUC BEAM BARRIER ASSEMBLY P DETAIL SHEET . THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN 0 10 CONSTRUCT 4" AC ON 4" A THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR I I CONSTRUCT VARIABLE THICKNESS AC OVERLAY SIGNING STRIPING PLAN TURNER AVE. A.T. S.F. R.R. TO 26th T. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE " CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 11 2 CONSTRUCT AC PAVEMENT O COMPACTED NATIVE . ., .«, ,, ,r.,:.. , a... ,Ma . I T N 7. ' NOTES DETAIL RESURFACING- S SI A I •It° a g SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS. CONTACT ALL UTILITY 13 COL PLAN AC PAVEMENT CHEDUEE 1 )1027:9 1 CO PANCIES AS REQUIRED. . TWO ( ) WORKING DAYS PRIOR TO EXCAVATION. 1 ADJUST SEWER MANHOLE TO GRADE-CITY ST I ' &�Dpw sze Pr-Alw LAM-AL, 11 11 eSEE' S4T It) 3 IS 8. STORM DRAIN — PLAN & PROFILE c_u e-1 h9 _ REMOVE TREE I3. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING CONTRACTOR) _ "m - IMP60 TwWr rZTEs 77../sf. c�7777. 16 RELOCATE MAIL BOX CITY ST 903 Ea F�vIS�►) sNw�T 3,off' Iv 'F-0 P�q 95-0 ,r t ( ►.lame IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS' LICENSING LAW (CAUFORNIA. IT REMOVE PCC DRAINAGE STRUCTURE 9. STORM DRAIN - PLAN & PROFILE E E-°�• �i' 9s BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEC) AND THE RULES AND REGULATIONS ADOPTED PURSUANT. THERETO AT THE TIME THIS CONTRACT IS AWARDED. 1 REMOVE ROCK O BLOCK ALL Ary SED HTS. 13 8 1 PER ,U.-S.A.C.E. 8//2/87 �tr � 10. STORM DRAIN — PLAN & PROFILE 1 " RELOCATEEXISTING OR INSTALL NEW CHAIN LINK FENCING TO SATISFACTION OF CITY ENGINEER REVISION TO; SHEET No. s, CONSTRUCTION NOTES TRAFFIC SIGNING INDEX MAP 8� STREET LIGHTS, DRAINAGE 5111/87 RRG 20 RELOCATE TRAFFIC SIGN TU SATISFACTION OF CITY ENGINEER � 11. STORM DRAIN — PLAN & PROFILE 2I SAWCUT JOIN _ DESCRIPTION - REVISION I 2 ADJUST WATER VALVE CAN TO GRADE . w 12. STORM DRAIN CONNECTOR PIPE FROFILE 23 RELOCATE FIRE HYDRANT —BY OTHERS (CC U4 RELOCATE BENCH TO SATISFACTION OF CITY" ENGINEER 13.. C HA'N NE L INLET DETAILS CITY OF IRA NCHO CUCAMONGA _. 25 SAWCUT REMOVE 2 26 REMOVE ABANDONED WATER PRESSURE' UL TO VAULT--BY CC � 14. CHANNEL INLET DETAILS E 1 2 LOCATE WATER METER BOX — B_Y" CITY TITLE SHEET ," TUMN 28 REMOVE EXISTING ID ALK, CURB GUTTER 1-5. SEWER PLAN & PROFIL.E` 7821 E'. 17th Street . Civil Engineoring �-- Design --- Er�virsar mental Surveys z 29 @��CONSTRUCT 6" PCC CURB *1 LM AVENU tI . a " a 30 CONSTRUCT 6 PCC DRAINAGE 'APRON WI BAR I O.C. EACH AY E 16. LOGS OF BORING. " WALL! HARD ANODIZEt ALUM PIPE) INCL KTS - STREET 143 . Eyr E6md. r �. xM1 -� — 31 CONSTRUCT ALL MOUNTED HAND RAIL t1.9 O.D., 0.145 MIN. R.R.. (714) 990-01 4 } consulting civil engineers 32 EXCAVATE AND BACKFILL TRENCH INACCORDANCEWITH SOUTHERN CALIFORNIA EDISON COMPANY (SCE) STANDARDS FOR INSTALLATIONOF PVC CONDUIT, MAN HOLE PULL ROPE . APPRO (INSTALLATION 0 STREET LIGHTING FACILITIES CABLE E � d� TOB INSTALLED BY E _ w _ :� w s __ SG STORM DRAIN IMPROVEMENTS . _,�. . A . _ .. . � ... ,, .. .�_,_.�,,...m � .. .. .., ... �Y }. K� .,. SSS ROADWAY IMPROVEMENTS "°W...,. w w..:.,.a «,.P.w .;u . ,.�.�«,.v ..�. .<. ...... .. r ,..,, '.°"- v.,,...... 1,.,. 'V PLANT MY®PC}RUM PARVIF PU TY . P R S g < RI I , 2237 3 OL M P ) E PECIFICATIONS. A. DESIGN } 0 w ., a -"�`� PLANS PREPARED BY �. �° PROTECT IN PLACE �:.; . k M,.� .,�w x , � � `y' R, HAW WILSON-SHEEHAN & ASSOCIATES �- k BREA, CA 92621 ``` i 43 S. BREA BLVD. • DRAWN SHEET OV - I 00123 JbE 7 X RLCAEPwm ( - S - E G� T P BY OTHERS) T'EVI e 8Y . � �� "�s gyp. �� = 12-31-88 � 4) 16' l 1��k�5lSN Cal tE��A & ASS4G. �' ;n' . > 3 ,,: OF,. Y RELOCATE TREE Sit uTICA Ave.. r'e 154 ��V11. � CHECKED GUCAMdt�JCaA CA 91?3o a °, " „ ,. ���• ��(� KED '[SATE 8 OF �, .. C • WING NO E C R.C.E. a.19646 (EXE.l2-31-88) 11,1579 .544,CET 70j5 f'��` Xlor,6s � LEta�"icll7 �1��'�-'4�1. �9og3 9Fi7-4bb�n ` ��j"' R(Z� IT ........ ............................ ............. 4-1 ........................ j.... .................. 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L...................... ........ ........ ....... 0- ............. f FT 0 ................. ...... ........... ........... ................. ................. .......... ............. ......... ................... .............. ............ .......... ........ .......... ......................... ......... ...... ........... .............. ...... .......... ............. ....... ........... ..... ............ .............. ...... ........... ...... ..... ....... .......... ......................... ....... .......... .......... ....... ........ .................. ........ ........... .................................. .......... ............... ......... . . ........... ......... ... + ........ ....... .......... .......... . . ......... ......... .................... 0 0 .......... ......... 6........ .......... d% 0 0 FINISH SURFACE, PROFILE SCALES CD of f FUTURE CURB GUTT. + HO R I Z: 1 20 A I N S T o, Is At cm, #4 BAR VERT: 1 0 CONTIN. + 8" CONCRETE BLOCK x w 2112n CLEAR U L co SCALEs 1 20' -11 d No vi :E 0. AV 'b`m N ffiu�a L' —*4 BAR 01-16 LAW X cr x �oi w w z z *4 BAR 0 -Biw- u CONT. 21/2* CLEAR z 2."-A,� MIN. —---------- —-------- ----------- ...... 5 BAR @ 16' O.C.9 BAR LAP ca to ORIZ.. HOOK AT 6 R 32 a! TOPISHOWN 2 3+35.84 BEAM BARRIEf-j' 0 T R A C K 5+90.91 8+15.59 10 3 7� S T ST ui 04 BAR I e" �t —1 - / Z CUT DOWN EXISTING CHANNEL WALL + Alk 6`_ TO A MINIMUM OF 4 BELOW INLET 2 DEEP 7/ SAWCUT ELEVATION SHOWN AND P AVE OVER --7) U QL&WALL _/F r, 0 450 SD' ___R0_c K_WALL- --WACU- ROCK DRAINAj:0E TURN EXIST. STL 120 'MIN. INTO NE PCC-FLOC6 I �TRU�fURE WA W/ AC OR PCC. RADIUS INLET 3 +" -T. 2"G SLABr IF NO STL EXISTS, DRILL 10 2 8 10 ----AE 8 INTO TOP OP EXIST. WALL 12"DEE 11. 1108.0 FIN. U'9..5 F rp 1A) -PACK 04 BARS INTO HOLES C 0 4 04 BARS T. DRY �7 REM.EXI' CONTINUOUS 09.00F6 1112.05) 9 10 19 9UM SMH ti 9) 16" O.C. & BEND INTO NEW SLAB 2-G (1105.4 FL F�E E� OM06D FENCE 0 R 2) 12", MIN. (INLET ELEV 3.=I 108.00) esammww�I AT CHANNEL FLOOR LEAVE REINFORCINer y [1110,28)TOP HEADWALL EXrENDING '18'4 MIN. CONC. FTG . 1112.0 TW I 108.00 FS INLET f 21 INTO NEW FOOTING 4 -00 IT I 111i doom 1112.0 TW LO I I I �\�r4 AS -SHOWN 4�-O' U) _j. f MN I_j tjj HOUSE 3 WQ\ ENCEE 8 0, 1 .T 8 1.4. J. 8 oo 5 3: u IG WALL IN S.D. CHANNEL TOP-OF WALL �/25'! cn RETAINR 77 Z cd r z LEVEL-I 112.5 0 NOT'TO SCALE F_ 4 1-4 CL U. 12 8x2.26-11.5* 0- CL CL + ECR 10 NOTEI SEE SHEET 5 01w o 00 1 P TRENCHING PROPOSED ST. LIGHTSt SHEET NO qluj 0 01W w W, z 0 z C�j 0- FOR INLET STRUCTUR CL 1/2"BOLT TO POST 0 0 01-1(DFS5 lo . 4_j 1_j IOD 0 0)10 (D CIT ad 01 co tol 6 X6 CL + Z *I y DETAILS METAL 13EAM 20* a_ + W +1z + Z w z 0 DESCRIPTION OF REVISION DATE 11 APnROVED y 'H'BEAM POST CL < IQ0 M LO W w 1,-I< w ui w nw r- (n m 'W' BEAM 6' O.C.-2.3' LG > x w + 22" CL C�l NOTEs SEE SPECS _j 11�_I --* - \I w w c\j 0 > Ar-% + W q1 w 0 cv BOLTED rv, A a FOR PORCH REM. F_ x: 0- -1 3x4 STL co w CL T U 0 w w TO CHANNE U LO " rRA Pis C;H 0 U vN*J to D JACK BOLT & co u DETAIL (0 Tw n < N I 1 .1� co 8 x8*xI/2'1-26.4* + n u + c\j n c\j ro a- (0 80 LONG STL n2l LOCK,NUT. 2 U- PER BRACKET. �W=j —(7DPIPE 5 AC X 5 U6 W=12' 1@5 Q J5 RAR_ING­-4 ST. PVMT. BOO maft @ TAPBRACKET RELOCATED Ars FIN HUM Ll AVE* PVMT. �,�X=�5 ewmTth ST* PROWILE C.L. FENCE 15.5" GROUT u ILE �ST. ell IS. r,I CURVE DATA U R Nfi E R AV E I 32' 364 6.5' 1., QALTRANS STQ v L NO. R L T is RA RETAINING FRON16 AeTe & S.Fe ReAe TO` 26-th. "TREET 14.5'" 71124131-5)ERS �-HAEDWARE LIS-T 5' _ WALL 3,71 b,�x tA.A4 goo 00, OOi 25' 39.27 25.00' PER STID PLAN SIDEWALK A77C-I 6x6*'-20* EXIST. T W-BEAM RAIL, BACK-UP 'H' BEAM POS 5 APPROVED BY: DATE. 6 ROCK , 6 '01 rr7 0# 1 10 NOTE, :ss PLATE, TERMINAL SEC. 6' O.C.-3.8LG I'M FLOOR OF CITY E RC.E NO. TYPE 'vB'", 5/s" BUTTON CHAIN LINK FENCING TO BE NGINEER 22-397 EXISTING (9 )SIDEWAL P't ON A K HEAD BOLTS & NUTS vi INSTALLED ON TOP OF ALL DESIGN RECOMMENDED 12"DIA.C NC. WELDED CONST. BLOCK WALLS. CONTRAOTOR'S PI-ANS PREPARED BY WASHERS FOOTiNG U:-p w %0�_ HAW R R c- -7 ( ) OPTION TO RELOCATE EXISTING WILSON-SHEEHAN & ASSOCIATES 0.5 13 COLD PLANE 1 2 OR INSTALL NEW. (4 HGH) No. 8646 143 S. BREA BLVD. BREA, CA 9262F PRIMED AND' PAVEMENT Exp. 12-31-88 DRAWN (714) 990-0123 Job E-397 S EET Soft EtAl;%T I N PAINTED PER A01bL row dfth a&0% e�� - L; ff 11 REMOW EXIST. OW.Af"OAC14f SACKFIL)- 511011D 2_0 DO O'h T 1 4 0'N r.S A- ICAL T10' Ce WI'M SiDEWALX.CURB AND cmk. SPECIFICATIONS 114'=I 0 AND REFLA 112"=I 0-080 NO SCALE GU-7T1FR IN KIND pER Kow2010-00Z76 ODRAWING NO. PMT201"05816 OF C R Rc- P.C.F.NO. 8646 (EXP.12-31:iS) F 77T '132 I - _- 1 .. .4.. -t-�Y _ .a_t.:�. 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Ir el #4 �j1rZ Goh!'C I._r I f t,� ` ; __) I Dtt� �Je✓C; :jt 7� �1,' 5�' tfa 14(3 vat, 1 �. _ t � fT` C)A R X 117 j -- ,),J -2 C t ro /� w Cot y'e.e vJ s i U _T <r � 0 t TYp1 Gf�.(r ar7'� W ALI S dN-T '; -- --- - (� tjA �1QJoU� W/��.t . � SNl1�-'- 13C /� 5��+: r',}kC�Gt< r,�✓� C�t � t'�t }" j ("If1�tI'l0 L) U'� � - ¢ 4,• Col�1Z• 1� X11 � , !xTc"_!� �j��2cunt?�rt] GJA!.!, 5�G'tcoJJ VSsYo.S` > Ea LID or- �>�y I I !\ 15`tA !JG� I= l)AL Tv �1�7 "TINt � i�r - u•�y r3Arzs t30 4 PL C. l2 �'r�ID c;!oGr ! 2`�2`�CY'Rt�At J I r�O"ttt' GJ�DTSIs �q V 3. CONTRACTOR TO SUPPORT STRUCTURE F01_'' 7-ATIONS AS NECESSARY TO PREVENT SETT!EMENT f u '� Go�1�ttG7�: C=vo`t+ Usti rr � �o��C(�_7� , �T ,- _.= -'•�� DURING CONSTRUCTION. PoU2cE;D AG�MOST Frrl* v - j 'MA`CcD211L 50Lt_ - �'tt eA �- -- ALL raCRK SHALL CONFCRj,( TO TIHE LATEST EDITION OF THE UNIFOR'.' BUILDING CODE A10)/OR THE t - /f- CIO I-)G(7 r i -r LOCAL !BUILDING CSE, nnn t lJ��` r , FOOTINGS SIaA►_L BEAR AGAINST FIR"(, L'ATI- AL, U,V9IST7IRBEV SOIL OR CERTIFIED COMPACTED FILL. -V l>11 ex t")\9`CK • �- �II? Fel � 0A7JRAL, 5otC.. -- fi k - CONCRETE k!ORTA.R kW G=ROUT ST{ALL KA'JE A !a1N1!!U'.t 23 ",AV CO!•lY'�ZESSI�'>: STKE,ti'GTId OF 2000 PSI. h 1 - } - CO!:CRETE BLOCK TO BE LIGHTUEIGfT GZADE "A" UNITS PER A.S.T.M. C-40. -- - REINFO'RCI!-J STEEL TO BE DEFOR.'•IED G?AD-. 40 BARS PER A.S.T.l; . A-615. CONJIRIOUS REEAR SHAL . X rrt ,'Ut :JCS I'�c, 1� t ` � '�•r 13c' ►1P SPLICED 24 I,`'C1�ES !•IINI!f.CC.�, I PROVIDE 3/8" INCH AIDE EXPA.VSICN JOINTS AT 75 FEET ON CENT;..R (!-tax. 1 FULL HEIGHT OF tt'A!j.• Sc:� l�T��1-rl ��J�t._ rho-1�� o I•J !� r`Go t-tPAY 1 !3 � c� t� �=. - FSO'✓IDE 3/8" !JIDE OPEN HEAD JOINTS AT BASE COU► SE OF ALL �',1LS FOR DPAI�'Ar_E, PROVIDE 1 (ONE) CUt31C 'COT OF 3/4 INC;{ r''AVFL BACKFILL PER LI"SEAL 'CST OF rw.ALL AT 'ZE`IAINING r! ALL IS _ CONSTRUCTION N OTES 6 CONSTRUCT RETAINING WALL IN END OF STORM DRAIN STRUCTURE 7a-- CONSTRUCT WELDED GALVANIZED PIPE RAILING (1.9"O D. PIPE) 8a---CONSTRUCT SLUMPSTONE (BEIGE) RETAINING WALL. AT BACK OF WALK ON EAST SIDE OF STREET - SEE SHEET 9 --CONSTRUCT BEAM BARRIER ASSEMBLY PER DETAIL - SEE SHEET 100 CONSTRUCT 4" AC ON 4" AB 17 REMOVE PCC DRAINAGE STRUCTURE 30 CONSTRUCT 6" PCC DRAINAGE APRON WITH 44 BARS 16" O.C. EACH WAY i (D—CONSTRUCT WALL MOUNTED HAND RAIL (1.9"O.D.,0.145" MIN. WALL, HARD ANODIZED REMOVE EXISTING DRAINAGE CHANNEL 4 ALUM. PIPE ) INCL. BRKTS. i I) co ST ------------------- co' � o - /- _ r--- --- �-- - SAWCUT & REMOVE EXISTING DRAINAGE STRUCTURE $ REFILL REMAINING CAVITY WITH SUITABLE MA- TERIAL COMPACTED TO 900/o RELATIVE COMPACTION y� o I Q lir TO SUBGRADE LEVEL. LAST 6 INCHES BELOW SUBGRADE-- 9 Q d'r �`� r 7 0� SHALL BE COMPACTED TO 950/9 RELATIVE COMPAC- f TION PRIOR TO PAVING. t - ---� - - �- I ` ' � T— -, -3 - r 03pip.70) h• �� 5 �,-r- s I 17 D7 p _ AC 10 / t I BEAM RAILING OQi' SAWCUT--- I \ ON AE( j _ PIPE RAILINc�\O� BARRIER L PIPE RAILING • -� 10 � �31 ,�CC APRON FLR OF �` , Q DRAINAGE STRUCTURE DETAILS, SHT. N0. .•. -If- 87 RRA II � � .` �-- .. . •, �O � { - 10 0,ll DRAIN � I 1 • ( 6 s I EXISTING DESCRIPTION OF REVISION DATE CITY . I nj 3► -/� •. _ 0 0. ) �. —. 3S �� . SAWCUT=u' - i�� aPi�Rovaro: _ - CH t �t �� ��� T� �O�• SECTlQN X 'Q� i CHANNEL o o ��" - - SECTION W 9 ' CITY RANCHOCU A C��l A NO SCALE SECTION Y NO SCALE 1 GRADE ETA DIRT — —_ J D E TA I L S 10, (V PCC,CURB TURNER AVENUE � ST' PIPE RAILING � , • BLOCK WALL 8 INLET STRUCTURE & WALLS a CUT EXISTING WALL DOWN TO BELOW TOP OF WALL LEVEL ALONG R/WIO FAMISHED INLET ELEVATION. TURN STEEL 1112.5 G J 12" MINIMUM INTO-NEW SLAB. IF NO STEEL j��--, -- ' EXISTS, DRILL IKTO TOP OF EXISTING WALL - - I - �pFESShN APPROVED BY: DATE:;�,L--.�. ' f 12 DEEP DRY-PACK #4 BARS WT0 HOLES i I EXISTING 31 01 c,02 A. F C17Y ENGINEER -`.�`-�----_ R.C.E. N0, 22397 0 16 O.d, 8 BEND STEEL INTO NEW SLABPCC APRO - 12• i�IINIwM. PLAN-INLET STRUCTURE CHANNEL--j _ J ,� -..n �i�� y� DESIGN RECO(rIMENDED HAW FA PLAPREPARED BY R Re- J,1/8 I -0 SECTION . 86 3 :f WILSON-�SH. NS EEHAN $ ASSOCIATES r • E. 12)1'3 DRAWN 193 9. BREA BLVD. BREA, CA 9260 SHEET NO SCALE _C1YIt - ANHFA _ (714) 990-0123' Job E- 5 CF�6 Q ,�lf Fc 2 CHECKED DRAWING N0. R NO-68-18 (Exp,-12J31188) • t i MAIN S FERONI BLVD 9 35' I ' REVERSE TAPER 3�' TURNER 14 -7 VENUE �4 I 5 Y 1 17 ® 13 17 ir N t7 —� — -- ---- ---- --- -- --- — 3 - -- ��/// I 01 13 ani-- 2 2 X ri r- 1cr) CRY >t N �_4 ---- � N N 170' TRANSITION (MEDIAN - 80TH SIDES) 1 b Y 10 t4. � g 0 p FH t8 24th ST FERON BLVD SCALE= 1" = 40' � McK[NLEY ST — --- —--— 2-00' TRANSITION ----- - TURNER AVENUE _ � 50' 50' � 7 Y 1 - --- Y 5 3 -' y _ a EX13T. - 3. 100 1 '�4E ;r • � 15 12 15 _ . , 1�J- 1e 18 25th ST 26th ST CONCORD DR j SIGNING A * STRIPING NOTES -� DOUBLE CENTERLINE, YELLOW DETAIL 22 TWO WAY LEFT TURN LANE,-YELLOW DETAIL 32 CALTRANS STANDARD PLANS A20-A,B ECHANNELIZING LINE, WHITE DETAIL 38 40 LIMIT LINE, WHITE 50 CROSSWALK (1011 YELLOW RAILROAD CROSSING PAVEMENT MARKINGS, TRAFFIC MANUAL FIGURE 6-29 n7 S S X - SLOW SCHOOL CROSSING PAVEMENT MARKINGS, YELLOW ' a TURN ARROW, WHITE a S - STOP, WHITE 10 RELOCATE INSTALLATION 'C' PACKAGE SIGNS II RELOCATE W66 SIGN Q I2 -we)I 13 SANDBLAST EXISTING PAINT STRIPES 14 WI I SIGN 15 RI SIGN REVISION 70 TRAFFIC SIGNING, SHEET NO... 5 - it 8;r 16 RED CURB DESCRIPTION OF REVISION DATE CITY 17 LANE DROP ARROW, WHITE, TRAFFIC MANUAL FIGURE 6-23 APPROVED. 18 BLUE REFLECTIVE PAVEMENT MARKER CITY OF RANCHO CUCAMONGA . ALL PAINT IS REFLECTORIZED. SIGNING $ STRIPING PLAN LANE WIDTH DIMENSIONS ARE NOMINAL, ON LINE CENTER-TO-CENTER. TURNER AVENUE LENGTHS ARE APPROXIMATE. - FROM A.T. & S.F. R.R. TO 26th STREET APPROVED BY: DATE, CITY ENGINEER R. N0. 22397 DESIGN RECOMMENDED Hpw CANS PREPARED BY d Q.dOn WILSON-SHEEHAN 8 ASSOCIATES DRAWN 143 S. BREA BLVD. BREA, CA 92621 SHEET ANH f97 4) 990-0123 Job E- 397 6 CHECKEDt� E DRAWING NO. J L M sPrrz RcE sit (Exp. 12/31186) 19