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HomeMy WebLinkAbout1655' - - ;Q, COIV STi�t1,lCTlDl�l IUOTE9 = UANiITiEB : B E N C H � A R K e GENERAL NOTES leg �� _ ` 1. All work shall be done in accordance with these plans, the C12y of BENCH MARK NO. 96 -B 404'710'8 -' 7xg..-rI � ` a - COAl97 !� " AX- OVBK�i "ASGTlE6ATEBAS AT THE NWC OF HAVEN AVE. 6 Rancho Cucamonga Standards and the Standard S ecifications for Public 3 61R� Works Construction.- current edition. Contractor shall be familiaE 0' /, / /.�/q' S�� 3771 ¢3/ ZO- �A13T. 8• "C[JRB W /48" 6U77E2 PEQ'DETAlLOA171115 BNEET AA1D PEICGTY dTt7 DWG. J09,AZ -8, with and shall be responsible for adherance to thelse Standards and q,EE"i�WL ExtSHUBQ,y Q@- CDA�T .B "CueBDNLYPEQC /TY3T0DWEr.No. /04,AI -8. 19ETAIL _ G' //o� /1117J2/' , otiJ+�� WWaMr Specifications. H¢¢�►1 10 ' ¢ GEY�C !✓rt/E !!E get y e s O --4 MST. HAMO CAP RAMP A51? CITY dTG! qW6. No. 10Z. Si 7Q- CON9T f3AR21CADE pEE°CJTYSiD. D1�16, AIa l8 { -A 7�MPOJZ PY PAVEMEAT 2. All pipelines or substructures of any kind. telep0one or power poles, FCr2G /7y MO. No. 132., water meters, valves, fire hydrants, etc. shown oT not shown on these i �9� O.6P' oG9' O. 90' 082' Vow -)N#" plans within the right -of -way limits or in adjacent areas where _ _ — _ _ _ _ 1 ' 8�- - /ALL�°EDWOODfiF,AJA°. improvement work 3s to be dons shall. be removed, zelocated or protected ._ /d /KG9Yr ,.,( 90- /iIdTAL[ g7KEETU6N7! ( 95opLUM .)BYd•C.EPA►Df'02AUOQAOQD /MATED in place as required at no cost to the City of Rancho Cucamonga. P"'- , BYTI/EG4i'ELOPEe. • ' /0 JAIBTALL 9T7CEE=T d 184 FIeQ GTY B7rr DWG. Mo. 401 Ak 7K0 3. Any contractor performing work on this prdje¢t shall familiarize him- 2 ¢r // COMST.Au8BAYfMCITYBTI7 PW&.119. self with the site and shall. be solely responsiblw: for any damage to • Z OVA /Z AgJL9T MAAINOLES To 6tgdE, tions, whether or not such facilities are shown'orly from his opera- 2:/ T4 l7AYG /laiYT 0'-- IAiSTALt 4 "J 8" SCHEDULE 40 PVC PIPE SLEC -ma Mir, 1jeemATIOMWATEZ LiA.W ar eoNT,eo4 • a these plans. _ WIQEB,W/ MAGNETIC 711PE6' PAST Cuk'B FQCL� OVA- existing facilities resulting directly or indirectly TYPICAL STREET SECTION) 14 XeMOVEEX /ST1M6 SAREICAVE f0670*00PRal?EQ,d0to EX/971A1d PAVEMENT, g B Y 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering T B - r Department prior to any encroachment or construction within City of J7 Q�MS7 CURBDPEAtIMb CATCN!`JQS /M PEKCITt'BTR Afo.300. Rancho Cucamonga easement or right -of -way. CHURCM 671MET I$ COA/9T LOCAL DEpQEB8lOA1 PE2C /TY9T/7 No. 302. mom BTA. 710 +25.28 -ro sTA. 78 +88.18 /9 AldMLL e-4" 44.WxJLB4o PVC P/pE' SLELSI/E•5 roR /,e2 /fATIOM WA-r'LaiZ LIAIC BTA. 87 +04.35 TD BTA. 8qt 94. Ia0 ¢ f 40W E'OL.W/KC6, JV17W i4ABAIET/C TAPE 5'' PAST Cu o FACE. 5. All grade stakes shall be set by the Contractor oir Engineer. Paving BTA.94+79.37 TO BTA. 97 +410.11 - 3 • stakes shall be -set at all hinge points, edge o£ pavement points 30— ,��ey/py�e0"r1AA Afe01.4A1 VOSC' ANO REPLACE m1m F -AC Ewe& 4 "AW096 TE BASE within 0.01_ foot of sub -grade elevation and at noe more than 50 foot s�0 � intervals. Additional paving stakes may be required by City Engineer Qm - 94 RECO.tJ5T7t�uCT NOO /A.v�t/oS�. as needed at warped or vertical curve areas. 1 3 CoNST,fUCT.MOd ✓F /BO CC095 GG/TTB� ,�ry,� Ppe c � .Ya /a3. +3840 h r other utility laterals, 645w,* °' G /4�4A/rR g�(p�" . 2 grD. p/► �,/ej. /Og /j�fj' 188,9-76&F L./f 7,,289 L.l� 4 EA. 34o.L:F 7o L. F• 3 9 EA. r0' EA. . 7308' 6:F, 14 EA. 490 L.F 1 +Q L.J; 4 EA. 10 EA. loss -L.1F 4FZAe4ee, *_- hw4 ✓ro« o1 1A9Z"0&0 IN ITEM W # G6Q 5 , 19TH ST., 44 FT. W. �` HAVEN & 83 T. N. •19TH ST., SET DRIVE PIN w /C.S_ TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3 -24" CMP- -ELEV. 1430.686 )t. 37'-'}2' 7RA1L iR•'twx ' •k�sF4'if/IAbEMEtJT i WST -ro cPUaR> T. • sJVCw.rcr 1 ' 6. All sewer, water, electric, gas, p one o .`R,~/609S1e j mains, or crossings shall be constructed prior t4 paving. t 048 SF (/ 7. Compaction tests of-embankment construction,. trench backf ill, com -_ patting original ground and all sub-grades-shall be performed at no cost to the City of Rancho:Cucamonga, A written report with these i compaction tests shall be submitted co the City Engineer for approval /I. Lg ij 44 , TO �. �. CONSTRUCT 2� C2-- ^CONSTRUCT &— CONSTRUCT " CONSTRUCT 66" RCP (D -800) 54" RCP (D -1000) 48" RCP (D -1000) 420 RCP jD- 1000) -�; /T g?A /p t/,y� ." / /t!3' ' /G' �' 4. prior to the placement of base materials and /or surfacing. L SBA B` @�-•.- CONSTRUCT 31011 RCP (D -/o00) ' CON5T2UCT' 3D" IZCP n -1000) be submitted to oceue5 a.y� 2AV/2� No. PESCRIPT /ON OF REY/SION 8. At the completion of paving, a materials report Shall Lising all tests or determinations completed t 96trr jjZA1L TO g, 19 O.GT 0.69' \ 11 ©-- -- CONSTRUCT 18" RCP (D GOAD S= AY -4MOJ the City Engineer. verify stability oil content and Gradation of asphalt Paving ©�?t %L H6KeoN �O.B2' Gl90' I ' .. sJl y Y ®- - CONSTRUCT MANHOLE Ala2 PER CITY STD. DWG. 819 be _ — — _ /.AGE _ _ _ ys G�/,•_� CONSTRUCT MANHOLE Mao PER -CITY STD. DWG. 391 9. Prior to installation of any paving. a materials report shall testa or determinations I. CONSTRUCT :. JUNCTION STRUCTURE Ak.9 submittea'to the City Engineer. Listing all ash sand equivalent of :•;., 31 CONSTRUCT PER CITY STD. DWG.892 BRICK AND MORTAR PLUV completed to-verify: sieve analysiS 9�0 �� / ,� / � ® • aggregate base. 2 g 23 -- CONSTP -Ue-T Jut4cr/ Af - 97AUG7URO l°G`/'L eiry 6W. PXCL 033 Me.4, CASFI. .F. 443 L. F. rore7 L.F. '30 L. F. ZTV L.F. -9. . 225 L.F. RA. 41P.:1- 1 EA. Z4G^. 1bR- 4 VW )0' VAR '4' /Pt 8:1 .2 AOF a�IL�A�� 10. Paving-shall be performed in accordance with R -Value and Pavement tests -J � � 5q�ce ur fsgv taken to determine structural sections (prior to final plan approval) 2:/ TO OAYG�eFAy/- - A °X✓5T $ ©�_ SAW -GUT A�� G AT. cu�/Z74 o, �urr�e. - A °•cam OP G[1/7�fc.G.Aea . TYPICAL STREET SECTION' i ALT d EX�7 42 - CONSTRUCT 24"RCP <D- X100)_ 33 LF Il. When improvements are to-be placed on native soil which consists of a 'a � J7' ••, rocky material, the sub -grade shall be prepared oy removing all rocks CHUZCH &7r4°ET 9' S' 3' which protrude above the sub -grade and all voids or depressions shall FeOry BTA.$3 +44.9211997%1.85+ -70.35 - 43 C;ONS.TRUCT JUNCT/01(/STRUCTURE ® �^� uG%/DJV /�IOTl�rS + 5j,4'EEj 7,�p Q be filled with a -fine grade material of a quality better than the nativ- BTA•9I +27.08 TO BTA. 93+49,43 ( AtJ,v m /PER cJT) .STD..jQwG.33/ 9 ! EA•' ` /' ,n(GC 67R�f 7RLe� ,yam Tn � ,q,,gti j�,a /A/ /K!- /a4oAnlc�E wiry clrr 5%M/L31R.v material. BTA.101 +tZ.12T0 8714.104 +/8.51 ( ® CONST: TRANS'ITIONSTRUCTURE� PGrwB. 12.: If the asphalt concrete is to be placed on nub- gFada, a soils sterilant -'reel A 16TA MIZKWAY EAST I PER CITY STD• DWG. 336 .Z EA 2. PRIGS,¢ M TffZ- C4WA0'14 A hl registered by the E.P.A. for use under A.C. and l'.C.C. shall be uniformly /YOM 6TALloZg'42 TO 9Ta.' 1n +31.lei ' 1 �COI:ST CURBSIDE ORfi//Y O!/TLETY P� "� '"M /G /L� 7' � Bex 1 *4V1�D M 71P, C�/iY ^46105i^MIZ. A VY L1,VUSaU- applied at the manufacturer's recommended rate for the full pavement TI s8.d �a.7D S_R.S;NERC/TYSTD• r °x/ 17 ` Nc�r�/ j-�a /C/ e7N /'�'�' R ''l 'l°y� /LL width prior to paving. 3+/ TO GAYGIGHT - =� b-01'04 "'15 7LmRM /!vim y �sr+� u7Y I EA. �. 13. Estimate of quantities is provided by. the Engineer only for the con- •"Z/%' evoEWILK PEt 7X. /507[3'- V /M�74N ►MAD �� � - .. 7i�i �/N1GE12/1,16' D /V /s /olv •venience of the developer, the contractor shall make his own deter- ,�tOG.t;f1 ae4DE 55CT/OA1 FdR 17' W /OE PARKIYAY ALO.vG urination of construction quantities before submitting a bid._ Any- ,Vie�yy TdrRRA ,V/9rA^A"WAYIOte r BTA. 5B,r492 7, ei/&A'CllST,CEET.. 4. 77�e. ' �� " 1G item of work required by these plans which is scat:; specifically •listed , TO 9 4 AND CylJ,E!CH '3TA!BCTA��Oy TOR,GA' V/Sf,4 %Ce.V4Y To ,eOCHE5Toe ��� SLY' in the estimate of quantities shall be cohsidere.i as_includad in the.. AO /rte O > - - �] " AtiC•V4E�R /oa To wA a i•,eAoT /50 2 1 _' other items of work. - '-'- GON6T• NOJ�► (Ga'/l) +1: 14. Street signs per City of Rancho Cucamonga.Standalyd Numbers 401 and 402 G/jy/ G 2Ago'G f'� GTj' STT/ Okfa• NIT• / /L /!' Q . _ I ©mil �ltJ� shall be constructed at each intersection. D'� /�N' APP.PQ9C� �LaE 3717. /01, 7yfE ° - - -- 127 5�'© W - ! oe PL•4 V) 15. City approval of plans does not relieve -tile developei from responsibilit &W'MAI 1 }%>�% 7� �(q1L,� /NSTAIlC�G �� '7#Ae AJO)Z.S �LaS�rVx�.cty $ijj /¢% �• �® Y PP bE�AML ;yI L�LL1N� ®© for,the correction of at and omission discovered during cortatzuetion. NERGDAJ ¢' [ -G1%EL G/IVG' I N Upon request the required plan revisions-'shall qe promptly submitted to 1 AG , S7J T 7RE LP-( � 0.017 ado' O1i7' OGT O. D. t/ the.City Engineer for.approval. - • 5i1•G BO7AA! /GAI. AL5M6 cAMMivN JVM1Lt �• � _ ❑ 16. Work site and exterior streets shall be in a ne4t, clean, hazard free, . " ' x A BA1. CRAPE MYRTLE 2¢" 4fA, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. ! 4 ¢p, ! ' Z /S a /D/fMlr 15' /G4N GUM 17 Native soil to be scarified or ripped between median curbs prior 2:/ 71� �1YC/arw�-. -- - - ._ _.. _ . ..... ( .. G, ' •- a pr!/rpLLB Lam. `ZUA/ 2q." 9 Ca9, to fill placement. TYPICAL STREET SECTION.' S _� _� j 18 Contact underground services alert -as required, two working days CHuQCNBT,¢EET I AIRS O `5- + 2`i' "•zC31, : gZ -,� `� Si as 4 prior to excavation. Phone 8 1 -800 -922 -4133. Provided for your 1,1'OMBTA.78 +38.18 TO8TA.83 +44:92 n AW ��' � ��gN� foG36 i• f" (' u ti convenience. are the following'. BTA. 8q +E4.b0TOBTA.91 +2708 h7T N/IMf: CaaEr/�i�Mf� '¢ �SS1g' BTA.97 +46,J/ TO BTA. 101 +22. /Z �P/ I PAGE iiJJ g Q� f I A. San Gabriel Valley Municipal Water Dibtrict '70,vZAV /BTA PA014WAY EAS t MAC A• Cs ' FJPOM BTA. 58 +82./02 TO 87it. /0Z +88.42 ® MW WSI � "�4,yUFL �iyMBreS" N.G.N. 29 O,C. l9 /(o EA Mr. Bob Stallings (213) 969 -2718 • for Base Line road construction Q ! s9T. J1'/AA%"n N. C. A/• 'Zaae" 5 3/� 3' b�9- EA.LZ� .� L� / H B. General Telephone (800) 422 -4132 ee' 6. +40 EA.� 0.0rESS /R `'� I r� KEY MAP for underground service C. Southern California Gas Company (909) 798 -7739 0: 1fr� EX /3T /IUG SU.pt�OY,bIdN/JA*OiVTAT /ON`` g 1981 W. LCalifo Avenue staves .c.FLOV ADGTPAO /NJq'43VP�114N1f3 XO �97gPryW'i ,.x u; =' Ian. 1�c?�ft.r, ; a ,ale TR.. /sJI�F A5 o1�/ ay.�f7s. 1,8,43 .JOiUfJZ M -L� t U Redlands, Ca. 923113 X01/ i 1#4me.BY egormr rh,4r 1!/.490 /OENT /r°• /EO ALL -c%CYfY AfOAA&MSN7'5 c �0 x _ J nxc1T vrnx •ur i e OF R4ECO.ttO 7WA7' 401/L•D" 91S7146C.BE'O .G9Y 7WI -I .�'.ev ✓ECT, i►te S41•o -ti+� � y C�, �h © R� - )7Y y3 E� $ 70 D. .Cucamonga County Water District (909) 987 -x591 Z , , .R 4� c MONaAf A17'r✓ WWlell e&e CAAe7',eY 0X /ST /.f/ 7�W0,0r /OGO . W,0 0A MWi✓'ot/ � 9641 San Bernardino Road - •P�95ti T. Sdt /GA E OEFS mts'o A3 fOGG®svSl X14 �p�u��t - _ r�,Q JAI' /!6' N8 ANo AR C.t-I u ( D . iYC ;XO.3TP1�DlY Rancho Cucamonga, Ca 91730. f NINE CAU Il 7FZ1 - EET�_BAKD "JO•sq'9g i.. ..:: 1'. DESCRIPTION of REVISION E. Metropolitan Watlsr District MIS ) 593 -7474 C� 6� do. OATE PPROVE P.O., Box 54153 ,A/OTC Loa Angeles, Ca 90054 ae• ' 8• �'� s /'.�s,4,�� CITY of RANCHO CUCAMONGA PArc P I �, - //- 949 -z \ �� STS /P�. OG.aiivs* 5' F. Pacific Telephone Company- (909) 999 -5639 Mores. I h L F J.M. ADl04Ar RCO: ,vo• 14/49/4 �\ \� -:✓�iY7.5� 9, /D, /l, �/Z /�t/D JR�2 /. S1KFVEO tYANE baNM SNAGL BE COVBTRLCTEO I- # 2O� RT��� EXPIRES �ys1 /o/ �� ,Q !^� s, gore rr &APmAV=U-E�' P ARI I G: Southern California Edison Company (409) 983 -1746 T Goal THAN /o ssersuw+Rr. G. Att CURBS ,G LIE eY�u,6TR[KTED .Q+/cY P0'E' 3 No.. 36637 c HHYH TW t..s A:o,riG,+I cw TM6 ?TQ 422 North Second Avenue � XP: 06- 1 Upland, Ca 91786 TYPICAL SECTION. i /n1''A 19 The final or surface leper of asphaltic rincrete roadway pavement v T VFCAO'( shall not be placed until all utilities & utility laterals within 2 8" CURB FACE & 48° GUTTER the roadway have been installed, all on-site improvements including 1 A 99REVISIONS FOR TR.18856: ADDED SIDEWALK, STREET TREES, MISCELLANEOUS NOTES AND REVISIONS AS SHOWN HEREON & ON'SHTS.2 & 3, ROW2013- 00267. Lg ij 8 ADDED SIDBMA k, 7)eITES/ srom4DRAwlioxopue .t BIKE LANE. SEE SHEET AtZ;. 20 6, 8 AND 4 PER rR. /87107. R0WA20l4 -44JW No. PESCRIPT /ON OF REY/SION DATE APPRO FESS /py �F��.•S.LJ ��IN��y'_,`"� INDEX MAP _ TE A 'le�r� c�;E5�`ER A'� '� s� cs 9.49 .': 'W -l&A:. ,�,e�E•/ ".tea' ,� TRACT. 73 0 8($1tNDA M 'Tb CO 'STR all grading have been completed, .and ale unacceptable parkway -and slgt/CIVI\- pi���� LIPPROVED 6Y A E `/" x roadway improvements are removed and replaced to the satisfaction of PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE. ENGINEER TO CONTRACTOR OFCAI \4 I - /� , / :r It / the city engineer. NOTICE XISTENCS AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY %CONTRACTOR SHALL VERIFY Al, L PTY ENGNEER V�rCvE �((!(r( % /�GGL ' RCE No 24953 20 On the ::interior streets' where. 'sidewalk in adjacent to the curb, the THEE bE5IGN MADO1THEU SSOUMS INC. installation of street lights, street signs and fire hydrants shall STRUCTURES' SHOWN ON THESE PLANS ARE. OBTAINED BY A SEARCH OF _ -FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF. THIS PRO- CONDITIONS AND DIMENSIONS s RECAMMENDED be .located behind the. sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE-ARE JECT, INCLUDING SAFETY OF ALL PERSONS'AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- �p�_ t��CNrth�SVaeD W NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. `'THE .. MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER. RE)CADDNEW S:D::S/D1EW4LiC= 4'- TRLrE$ _" PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL.D$FEND, INDEMNIFY AND HOLD THE' PRIOR TO THE COMMENCEMENT ,DRAWN ��- ��.311 SN:EET // CONTRACTOR IS REQUIRED TO TAKE ALL' _/ "SH7s�.2 -#' Par:TR,1,,15-7i_i'i•'2ORC2005 228 ht PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS, FROM ANY AND ALL LIABILITY, REAL OF WORK. G3�S 4� I OF--L= _. C NOT ANS, AND. RESPONSIBLE FOR THE PROTECTION OR ALLEGED, ;IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS �) r w:oOLir RCE. No Mt SHOWN ON THESE PL s NO'. _...DE5CR1 OFtOF Ke'Y(51oht Tr= VE - OF,. AND ANSI DAMAGE TO THESE LINES OR STRUCTURES.: PROaaCT,EXCEPTING FOR LIABILITY. ARISING.FROM THE SOLE NEGLIGENCE qLy.►�• ��Y� J� T�•/G /57 z_ /t�� CHECKED f � DRAWING NO. _— E OWNER OR THE ENGINEER. AW15W e71e7pJN6 69 .LF.FT']uew. _ Ciry. ATE of /� /� FILE No• 55 Q ibr-- .. , PE7tt Nt�T✓sR ., . 5 OF THE - ® fSCfA . _ .. L M 1 2s1 0 r :j :I#