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HomeMy WebLinkAbout1261 i E KA L N U TE S 4 ..... ..... _r. . JL4 L4 L_��L ........... .......... .. ..... ... -1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO ................I ...... ................. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC ' C" O�..."JL� �I+17.1ft TS , OR . ..... .. ..... .......I rD ....... ......... ................ ....... ........ ...... ........... ..... .... t . ...... ........ ... ....... ........ MS I I�: 11 TION CURRENT EDITION CONTRACTOV .............. Z, ww_Wk! A tOlt Aii-�t '-A'Y*T RECORDS ..... ..... ..... ..... ..... SH 4 4 RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIF CATTONS ....... .... ............... .. ......... J. .... ........ ..... ...... .............. N.W-4-...... ...... ..... ....... I�M FIELD, . 1 __4 I + ........... ...... ..... . ..... ..... ..... ....... ....... '!Mi AMM 1� IP TEN0CVS ._P" CON- t .... ...... ..... .......... ... ... ...... ... 2 . ALL PIPELINES OR SUBSTR17CTURES OF ANY KIND, TELEPHONE OR POWER POLES , WATER ..... -SMLL .1 L T. 1IBLE FOR ... ..... ..... METERS , VALVES , FIRE HYDRANTS . ETC SHOWN OR NOT SHOWN ON THESE PLANS WITMN C K)N.. OR ... ......... ... ------- U# THE RTGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE 111PROVE"ENT WORK IS TO Bi- H( .HIMIDN ... ..... ... ... .... ... ... ... ..... DONE SHALL BE REMOVED RELOCATED OR PROTECTED IN PLACE AS R!:Qt�IRED AT NO COST ....... ... ..... ...... ............. ....... .. ........ TO THE CITY OF RANCHO CUCAMONGA . .... ........ ....... ... ... .... T . ..... -4 . ..... ....... . ....... 3 ANY CONTRACTOR PERFORMTNG WORK ON THIS PROJECT SHALLF -TTLTARTZE HT SF F I.�.I�..,, .,.-, _4. 7� W1W.. ....... ...4 ......�4 j. i��L�; i . 1. 1 t . ..... .. ..... ...... .... . ..... .... ............. .... ... .. ..... ..... HALLBE SOLELY RESPONSIBLE FOR ANY DAIIAGETO EXISTING ... .... ... 11 1 - ...... ....... ...... 4 �ATTONS , WHETHER OR A.LA A* 4.......... ............ ....... .... ............. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPE A -4 in ..... .... ... :Z_M,* 4W .... ............ H IIES ARE SHOWN ON THESE PLAN ..... ..... 4 .. .......... .....- ................. .... ...... ..... ..... 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMNGA ENGTTNEFRTNG ... ... ..... .... .... . ...... i * b, ... .... .... .... ...... .. ... ..... ...... ....1. _:� ........... .... ... ..... R TO ANY ENCROACHMENT OR CO.",STRUCTIO WITHIN CITY OF RANCHO .... ....... .............. f ..... ..... ....... ...... .... ET OR RIGHT-OF-WV� .. ............ ....... ..... . ....... .... . ...... ..... ..... ..... .... ......... ... ..... . ....... .............................. ..... ..... .......... ........ SHALL BE SET BY THE CONTRACTOR -OR ENGINEER ------------ ....... ..... ... ....... ..... ...... .... ...... SET AT ALLHINGE POINTS , EDGE OF PAVEENT POINTS WTTHIN 0 01 FOOT I * " SHALL BE .. ..... ... ....... ... ...... .. ......... ........ ....... :+ .... .. .. ..... ... ..... ..... 'T I......... ENGINEER AS NEEDED AT WARPED OR ....... ...... : A� :... .. .. ...... ... ...... ...... ATION AND AT NOT `1ORE THAN 50 FOOT INTERVALS L............... ... ......... ...... .... . ........ ..... ..... .. ......... f ................. ...... ...... ........... .... ........ ...... ... ....... ... ..... ..... v Igor _q 4 -- 1 ...... ..... ..... ....... ........... ...... 4............ .......... ...... .... WATER HONE OR OTHER UTILITY LATERALS . MATNS . OR . 4 . ........ ........ r................ ...... CROSSINGS SHALL tE CONSTRVCTED PRIOR TO PAVING ...... ..... . ....... ...... 4�:�11 * 1* i ....... . ..... ........... ....... .......... .... L............. 4 + 4 . .... ..... i ....... ...... ..... .... ... STS OF EMBANKMFNT CONSTRt'CTTON , TRENCH BACKFTLL . COITPACTIN(1, -r-,W L 'IONGA . A WRITTEN REPORT WITHTH SE .......... . ... ...... ..... ... .... �'7 CITY OF RANCHO CUCA, ....... ...... MIPACTION TESTS SHALL ...... ...... ...... .... ... ....... t....... t BE SUB1,11ITTED TO THE CITY ENGTNEER FOR APPROVALPRIOR TO THE PLACE'IENT OF ............. t �j ..... ........ . ........ D/OR SURFACING ..... .. .......... ............. -4 .... ...... ..... .... ... ... ...... ... ... ................. 8 . AT THE COMPLETION OF PAVTNG , A H . ...... ... W 441 ...... 4 :1...........:�... . ...... . .............7 .... ..... ..... ...... ..... ....... .... CITY ENGINEER . LISTING ALL TESTS OR DETER:-IINATTONS . ..... COMPLETED TO VERIFY .. ........ ..... .. .... ............ ...... .. ....... ... ............. .......... H ..... ..... . ...... ... .... ....... ...... ...... ..... NG , A MATERIALS REPORT SHALL B , , tB - TTTED ...... .... TO THE CITY ENGINEER LISTING ALL TETS OR DETERMINATTONS COMPLETED TO .... ........... ..... ... . .... ....... ................ ........ ........... .... . ..... ....... ........... ......... -VALUE , STEVE ANALYSIS AND -SAND EQUIVALENT OF AGGREGATE BASE .: %...... VE R I FY : R ........... ... .... ....T. ..... ...... .... .... ...... 4 ...... ..... ....... ... .... ...... ..... LL ir .... .. ...... t .. ........ .... ....... ......r ...... ......+.... ............. 10 . WHEN IMPROVEMENTS ART, TO BE PLACED ON NATIVE SOIL WHICH CONSTSTS OF A ROCKY ....... ..... 01 ... ...... ..... ...................... ..... ? . ..... ..... t. .... .... 7f.. 4 .. ....... .. IF 'B-GRADE SHALL BE PREPARED BY REMOVING ALI. ROCKS WHICH . ..... PROTRI'DE ABOVE THE SUB-GRADE AND ALI, VOIDS OR DEPRESSIONS SHAIA, BE FILLED WITH ....... ..... 777 .. ..... ... . A Fl.�E GRADE '�iATERIAL 01: A QUALITY BETTER THAN THE NATIVE 'iATERIAL .... ....... ..... ......... ........... ............ ..... ...... .... ..... ....... ........ .... .... ...... ....... ..... ..... ....I ... . ...... .. 11 . IF THE ASPHALT CONCRETE IS TO BI- PLACED ON SUB-GRADE , A SOILS SERTLANT ..................... .... ...... ........ ....... ... .... . ........ ...... .. ..... . ...... ...... ....... ... . ...... REGISTERED BY THE E P A . FOR USE UNDER A C AND P C C . SHALL BE UNIFOMLY . ....... ...... ..... ......4 1 . ... I � I ........... . ...... ............. ....... APPLIED AT THE INIANI'FACTURER ' S RECO'.11IFNI)ED RATE FOR FULL PAVEMENT WIDT11 ........... PRIOR TO PAVING Z =144 ... ..... .... .... ....... ...... ... ....... ... .. ......... .... ....... ...... .......... ... .... ... ........ ... ........... ..... ..... P96 F�CIL F UrC44 111 0 . . ....... ....... ... ..... ... ... 17 12 . ESTIMATE OF QUANTTTIES IS PROVIDED BY THE ENOTNEER ONLY FOR THE CO%VFNT NCE .. ...... ...... ... ..... ... t ... .... .... H HALLMAKE HIS OWN DETER"TNATTON OF CONSTPt*C- ........ ........ 40 -j* I EFORE SUB'-IITTING A BID ANY ITEM OF WORF REOVIRED BY THESE t ...... ..... ....... .................. THE ESTTMATE OF IS HALL BE PLANS WHICH IS NOT SPECIFICALLY LISTED t -R CLUDED IN THE OTHJ� ITE'IS (51: WORK . ..... .. ..... ...... ... . ...... ..... ...... .4 + ..... ..... ' 01 AND 40" SH 1, .... ...... I CAMONGA STANDARD NUMERS A I 0 7 PER FROMRESPONSIBILITY 4 TION 0 UPONREQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDTO THE 0 37 ot . 73 D 86tiiiiiit 43 xv) ki U 0 7 -WORK SITE ANDE 15 14 SITE SHALL BE CLEANED UPON REOUREST OF THE K 7 1111111 TYc""CTOR, 1 T V7-1,4 -,r),- CN01 A*^/.ff 4 Mr of A A AM MI L IN,& 2 P4)o5 AWICAP V OA'rA VA 7701V. 10,At k k,,rEE %5,11r *3 -M N Q19 U Q. rc .4 /011:111r. RMINE STRUCTURALSECTIONS . W _-R. %K 9 0 9A e W,*' __7:1 _N I I 0 7,q e ow TU7- C&AS' RZ'IVRN 4247A '6 4 4 4- r Y7;W - W 1 , 3701, F 4 - 9,0 4-115 (,3,?0 4C Z# CONSTRUCT 4" A C . PAVEMFNT ON 4" CLASS 11 CAB (AfIN.) 20 . 291 S . F R -=35o C/ Y Of RA Ne40 CA14ON4A -7 7 W tf S8_ �'q A/ cl r y ox- o R CONSTRUCT 0 . 10 ' 'MINIMU11 A C . PAVEMENT OVERLAY W 3 .0 e 7 -35-04 0 Vr// xpl_ WACA-PEAw CeI7 7V 7Z7 it, 3 , 153 S . F '0100 .4 drAS HAIAI LIJ x W 1 EA r� - - U)go CONSTRUCT COMERCIAL DRIVE APPROACHPER STNADARD lfe*r 5ele cIrr 0.1&- R_1604r 2 110 S F . /00/ /.30 TO/ &�o Lj -7 7- 7& -1 LEG EiUm I rzoewrX' eF.4-4 --f/op 0r 6;,4-v Co. EIGHTH STREET comsr A .C. AvV/11r IV-f XA 4 1- SrCE-,Cr 1,SWrS, 96001- BY SCE, -r() BE PAID MOR _7 E A AND C001RD/N4rWD BY Tife C)Evc-L-,oFtk, 8 . coN,sr Pc.c. rmPvrr. IN5 P-.4 Z.4 r7-,e rA- e-5� C44S7AF47I,41M40,15AV;AW67',0 dostSS EA --5-6-5 5 A rrA MA 9 7,-4 e V/A'IA., e�P_'A A. SA��6 r 7 0,0 4 L EA C OH%v 71 0./0 'Ov. Rno",v-,ej AaArl�r Asmr By 4W7)e4c7me &-A (D A.C. 0 V4-,'W/-,A)r I 3? IN5r,&4 07"- &-r AP46W_ k4///-_'TAV OZ Z If /,5 4A4, jjNpE-AwaA-ve1A1P Lrxv_,coA� A2F-e R',P1f&,oV ^4eAM 1, s ,oCe"0 VA 4 a (.--V/SC OX.AIR 4 OCR 5 70. e*0-5 A G x WA r4E Ar VA I VA' VA R/es !F/,v AM CROWN RE',qo ve A.C. oPbA Ve-Af Z-A17-- 2 . 150 S . F � r M % V_-v S!fA VAI&IS /4 X, M -0 51AFAI444A' ND RAMP PER STANDARD 0 C.? vAA 102 104 3// -7n\ ,77- �4 4 C0NS7;11?eCr IIMOX�e TIAO-0-44A PA-41W Av-lq- J:7-6 SO-7 FF-A 3 .j-r,v,rz-7- 416AIr -0 a r#/u AL 4040-_ L J C15) TYPICAL SECTION TYPICAL JECTION 57egrr r CITY OF RANCHO CUCAMONGA 0 BAffER AVENUE X rA. /0-eC 7 Of ro _TTA . S7W.0-)A-5(#- M 7V J�rA- oW* 17.5. P? PLAN AND PROFILE OF ,r r. 7 M. VAL11 E 7.3 EIGHTH STREET FROM BAKER AVE. TO 7 00 1: EAST 1K PD APPROVED By' DATE' .4C_0 Z/R rH S'r 2-3 CITY ENGINEER R E. + ZZO? 7 VICIA11ry CM,* DESIGN ECOMMENDED agrev- that in with generalk accepted construction UNAUTHORIZED CHANGES & USES Al. 7�. S. A. HORN ASSOC pial 11(t t](111c(q1tract(pi %kill he o1 ole and com plet e re.,ponsi hi lity for CAUTION: The engineer preparing these plans will not he responsible COVOM Cound 4650 Arrm Hwy, Ste. E-4 1"fl ,11f. I diji-ing the including."ft% (it all persons DRAWN Atiol that ihi, hall he made to appl\ contintioush. and no*1 be limited to CaVon-jo Cour)cj for, or liable for, unauthorized changes to or uses of these plans. All dCW&*WW A.,O. 7.- WE ET OF -19% or 624-1280 tkin, h. an(] ttirther agree,. to dele'rid. indemnif\ and hold d0AE(*9kWtW changes to the plans must be in writing and must be approved by the &L0ndkNveWw 714/624 In-in an\ ndall liabilitv. real I. alleged. in connection with the &LoMSupjeyw preparer of these plans. C*eP0;v_ (-xvewing libilit% arising from thesole negligence of design G. 140. A? 41�A T. n 'I i' WNI ILL DESCR4PTION OF REVISION DATE eppROM ALLEN D. 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L CH M RK; t ,t � • + ♦:i !t _}I iI ( � t1 -f �1it -i�i ai � , ,� j 1# - ` 1i t t �51 0E DPI *E 0' I � dotI j�EY'R0 O11ff I_tNN}r1 RS } F _I$I F Et6D bF C B RETURN AT SO$ TEA � } T8T StWETAID BAKER AVENUE 31 FEET EAST �F�E ' - i i I t f i I E OF '$AKE1AIE�UE S4 BOT�TH� C NE1pEi F H �F •RAL4F MAIN 06 MET Sb ? TF , LINE` 6 ET BELOW IMAMS ' - ♦ + - ! - ♦ -+ - - - .. .-4- - -t _-_ - 1 i . i i ; i + 1 i 11 4'i i { 1 L V. t13t . 845' 1 t ` i 1 i i ; t 1 i 1 I - + i i ; i 1 1 ; j _ i ' 1 ♦ - ♦ i 1 1 1 + ♦ ? j { { - . 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V Ii0 t 00 a.4•+t'E•� D t0 /q�S/T q�� 3 3 h.. wcur 1 N � 441 1 y" 1 t v �, N t _ /O .9 /0 -� BAKE AVENUE CONSTRUCTION . NOTES O1 CONSTRUCT CURB AND GUTTER (8" C . F. ) PER STANDARD #303 . O2 CONSTRUCT + " A. C . PAVEMENT ON _.� " CLASS II CAB .(MIIJ,) CITY DESCRIPTION REVISION DATE CITY 3© CONSTRUCT 0-// •// MINIMA. C . PAVEMENT OVERLAY ME�IOEX ���� r� ¢ CITY OF RANCHO CUCAMONGA OCONSTRUCT 5 : 1 TAPER PER STANDARD # 406 . 186 ft OCONSTRUCT COMMERCIAL DRIVE APPROACH PER STANDARD x!'306 PLA NDP OFILE OF (W= SEE PLAN) . 6 - t o�'., rE ��+s ssiI � a.�s moo, ����o�• ��, �� BAKER AVENUE 'rE r Wv o. m�' Q �NsT,��< sr�E� Li6Nrs. �a FROM ElGiTH STREET TO 1141± NORTH �-�- rwnff' 7. ea4Sr REOWDAD /5�i•4L,�� STO. GOSA.O * � Og ,/w-,,,i e L ,%,Tie W. 11724 * / APPROVED BY: DATE O9 SEE 5/�N/NC� ST.P/P/�tl� Ail/, SHEET ¢ OF¢. `g�F ��� ��� SL R .C.E . 2239 7 � � � CITY ]ENGINEER a CAO DESIGN ECOMMENDED 10 RELOCATE BY OTHERS . Construction contractor agrees that in accordance with generally.accepted construction R A•h/• HORN ASSOC *Ok UNAUTHORIZED CHANGES do USES practices,construction contractor will be required to assume sole and complete responsibility for 4650 Arrcv Hwy, Ste. E-4 CAUTION: The engineer preparing these plans will not be responsible COU(1Cd 11 REMOVE A. C . PAVEMENT . job site conditions during the course of construction of the project, including safet> of all persons DRAB irbntClair, CA 91763 for, or liable for, unauthorized changes to or uses of these plans. All pfCI�/IlEng w"' / SII and property: that this requirement shall be made to apply continuously and not be limited to OfCC lt0� A T 714/624-1906 Or 624-1280 SHEET 3 OF 4- ' 12 CONST, �1 SIDEWALK AND RAMP PER STANDARD #310. normal working hours,and construction contractor further agrees to defend, indemnify and hold changes to the plans mus[ be in writing and must be approved by the $ f j design professional harmless from am and all liabilit}, real or alleged, in coAAection with the ��Of1!dslM/Qt�O�/ CHECKED — -- O re arer of these laps. �3 CONSTRUC.f UNDERSIDEWALK DRAIN PER STANDARD x`507 . ( W=SEE PLAN) _ —' Z P P P performance of work on this project,excepting liability arising from the sole negligence of design AUEN D. KMISON, RCE 11724 4 COLD PGA NE Z professional. Date; `�''�' F11• NO. 86- m