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HomeMy WebLinkAbout791-D V V C1 4� N WN �tl o JO/N Q. - OP SGA 8 Nx ti b F0 61R HEAOE,C /NTEGRAG �V /S/TO BE yM N dell��lk Qok T I (Yana ,et oti �' 4`RCB� _ — J6/N L/NE TD CONC�ET Lj` I ,gyp EAS I — "0F/LE 5 C A L ES cavE,e. b ro of lee N� 4X b HORIZ /O' u VEST � O v N � py JOIN A� V� �i azo I WALLS' G VV V � � � Nx - I LIP a 44RCB Ihvert --- — ToP 0 Curb 1� �� `�� 4'KCB EAS O Q � 0.30 off !�!//y ('rade /ine JO/A( P-0 7 92 4 1 � � /A/VER — I"` r0• ' XIN PE)O:� CA L TIpA NS S Td V9,3 T+U N14 _V�5 N Uf FOS geNe/rAL NOTES gi�� 91le57 4 V N J 0� IN 0A M61-=L AYDUT CONTROL L/NE "L CL° (4X4 keg) N I 9 Gas - -- AC/ OCArE 2 GRAI,E L INE '' .4i0EWACK //98.52 —1 MV. 1 V� (4"Stee/ K/ate.- tila�n) W /98.531NV. Near .S'/dewel,� 7_/NK \ ' -- ——+ G N L I G N LE 2 DESCRIPTION OF REVISION DATE APP. f Ren7ove jr,fBr�B✓//'1 OrtiO/'I ��� '�� CITY OF RANCHO CUCAMONGA C/ -XIISlis�g 4".gfeC/ `l/atGr �.,�' -� -��" Maims, AFT ; ."lista//ati"ah T` � �� D� �,ew /D" WO t6-- �Nai`+ Per ���� STE'EET /il/1PR0!/E/L1 EIV T PLA/VS' FD,Q: G✓a ter /:,/am s -7 er PM. 7lDuo - m T�/��I/ER A 1/E S7_014'N4 401'A IN -J— SROM SS' SDZ)r14 z05'9DUrq OF FDOTH/LC BLYD. s /!/-4 Ill lo, APPROVED BY DATE lnna-Z-5 CITY ENGINEER R.OE N0159,09 DESIGNJACK P. NORRIS, RCE Reobs- fOED CwN D'OneedW&land Sunreyho C6r V—sniair',UrA —r DRAWN 17662 IRVINE BLVD. SUITE 7 SHEET TUSTIN. CALIF. 92680 . ..1t4. (714) 730-6410 3 of �f CHECKED P CRAWING NO. RcL_ 15-4¢1 617_183 J.N. SI-D/ 2" vQ��ES �ariab/e thic,Ehess cot�Cre7 e Coa�r �"/ T=S'' "f'bars 4 /8" Sio�eW.1 XA- „ S/de�va/,� finish. Side wa/4- 7041 T, f/vsh 2 c.'. �/A 0.99' � • , • •a':. parapet 1.00' .':. / C��. L.�. . - (o" � '�5 bar ID"/ohq� 3"hook e►' bars I This h iv - - - - - - - - - - - - - - --- ° - T,�, w to sec t� -L off/y. �qo 1 W L-3y'X5 X%"ga/vani3e °7o ¢ #3 bar (�/2A low " D.G. " f1-4'' h"bars - l'" � �— � foci �. B „ S M " " g /B "hl//V. 4:I curb 6a>f`er , M d97 A bars 4N/b. centered (0 /4►► , z" a bars 1"C/ear D!8 J2" CLR. ►� r 1 �► (/200.55) /NUERT 3.98 M J 'a"bars ,���r/ - i �-Profecfio� bar sha//be 3/4 2 c��e. 2 �o SECTIDN� L L f � e A._ I /a�neler a/vase/3ed Stec% 161_ vopor t b�tS sha11 be i1/hang bra a„ � A -rsTO,�ga/vahi3ed, at 4 -0 06. I 7—�' G ll%TSR S6cr/ON 1499.G7 IA445, PCR s ro. 3 0 3 (o SECT/ON A -A v 3%"�T, Sidecva/k �ir�ish 2% sia'ewa/k --� 1�� � `m �•; EX/-s7 RCB El 6VAT/ON � /2 SCALE /"a2' o + ++ hors 04 04 ® " " " s/dewaik ></r/sh T Gl/ Cl//4B DUTL�T d�TA/� bars ¢ /B" T=B" d bars 4 ® 9 q � .L: barS 'f4F T�8r SEC /ON N N . ' T �•O�/yl.� FD/� TDP SG.98 i ars5® 7" _ (�" s� - �2 �" ' .rh tight areas where forrNs Cannot be removed _— M vs e shee t meta/ t4l/ �h dee asioh o/ s ti//ener r/•bs 4' Pro vio'e ho Glide x 24 high such as 3 - �- G.-i ,o dr/eta/ roo fing�siding to "e"bars— �� rectahq /ar ho%s or roYide fell/ deloll? corcrefe section NOtGOr/t/h- N T=G" 5� �.� o es?is?gS between bane/S OS/y Corrugated). A/ter$-/af/ve t-nefhads are T�� _ 2 !0 �3l0 o.c. between ver/�ca/ "e" bars +*�Q7" —2 �— /t'�!�/ bars 7`rosn .STA. //,197 fo grA. /2+25 acceptab/e /f approved b'y Ehg�'heer. �y. 4 " �@a7S -4ZNERAL NOTES bars �`4�/8" y• - `,,: . . , • Id' • -- , . T s7'� s45CT/ON F � �. cJ11Y work eh��)t'be done It acce#dance-;v3th these plans the".city ¢f 1lt T( the plrphalt cpt,Crete is �p be plgred on "lo-grade, a soils aterilant batteclto Cuca,"Piga Standards and the Standard $ ecificatione for Publ_iR ssgistored try tht E.P.A. for Use under A.C. -and P,Q.C. shall be uniformly CD/l'I�LY W/TH CAGT,eANS Works Construction - curient edition. Contractor shall be familiar Opplied at the n#nufact�ret''s recofim"ded fate fqt the full pavement STD. PG ANS dB0 dN 9 " . .With and shall be responsible fat adherbnce to these Stanoards and width prior to paving. Specifict�tions. ." • � B IT _7" •, 12. Estimate of qu4lttitits is ptovf dp8 by 014 Lingineer 961y fot the cox- All pipelines or substructures of any kinds teleohoR! or Pett Pell!!, %*Ohienct of the developlrs the. cdtlttattlt sMll Sake his own dieter- 'Pitting/�' water meters. 'valves, fire hydranEt, etc• shown or Met dfioVft tin thdae Mll6atioh of coOttrUcti2tn Vgntiti#0 befoft at:titlfitting a bi�l. Any 96C. T100/V g 5 #lane within the Might-of-1466 limits or iit adjacCnt lldRs ohdte item of walk tVquliltd by these plus wtttth is not spreliically listed s/dews/,� >c/h/sh T side%va/k Q" ilMprovov%nt work is to be olla t shall be reftoved, re•lbcdted or Prdfletfid !n the 6,*t!1'h#te of Qus"tities shall be tonsidered as included In the ► Q ata in place ail required at no cost to tfie City of RattCho CUCafhong+t, + et)ier itftns ,of t1rk. �— 3. ANY. contractor yerformlf% work -&n thib project sttlll fi ftliarfle him 1�. itt"t signs fit' City Of 114 d Nka"i I*endard Nuterblrt i01 and 402 � self Mtth the sftO and sft,lll bd solely respons0le for. any damagd tO �tha�ll be covettructed at o reh int"Vedtie+►►Rs I .existing facilities (resulting directllr or tttdirtctly Brom his opera , tions, whet tr or noC such facilities Are @%own on tbra'se plans• 144 � City appreval of plitAs d6fe flet :relieve the dotr inter from resls�M91bility ilei► the cvtrrectivo of error and omissidtt discovered durifik Construction. 4. '' A Permit' shall bsi obtained from the City of kanchb Cucameftga -Engineering Upon reQuest the required Platt revisions snail be pwomptly, submitted to Depafl"ent prior tb any encroachment or Construction Within City of the City Enginegr foe° fApte�rasl. Rancho 10tamong.T easemM or rfght-Of-way. 13. Work site anoi ekt.svier, streets shall ►p in a suet. dean; hazard free, 9 hors 0,14 /8" "d"bars ¢ 9" y S , Y P T= 8 „ ,, �, 0 2 of S. All grade stakes shall be set b the Contractor 4r >�gineer. Tavitt Order! !lire, throv>�h4ot Cotltrtrrtf~tion r'. S1te shall b0 clsatred upon bars 40/8 .�% - f— stakes shall be set at all hinge points, edge of pavement Points "quest Of the lnstox. • - within 0.01. foot of sub-grade elevation and at 'not more than 50 foot intervals. Additlonal paving stakes may bi required by C1ty ng no 16. Centset 0 1 tkItity Cemm-4 s 00 d0 bow4rt+�, ib 11i+�t1tsif nrla>! to excavation. (D, as needed at warped or vertical eurve areas. "e"bars -t5B�' r, A l S. All sewer, water# electrics •ga' , 'shone or other utility Wetals: Ceneral Telephone (800) 4224132' „ S�CT40 6 -9 mains, Or Crossings shall be constructed prior to paving. for underground servtae T-1D southern California CIM Qdbp�ltry (7141 $29.28" ,, " 1, Commrsetion test$ of evrbanksrt"t CORStructfoa', french beekfill, colts= 2191 E. Birch Strtet (714) S29o7074 h bars l" " 4 C t4 &14 4 costpactng to theCityof Rvwchoand Cuel sub-grades shall re ort with he no bars 4 /8 a �rrtonga. A written report with theme tree, CA 92621 D /2 Compaction tests shall be submitted to the Cttq Engineer for approval Cucamonga County Water QlllltllCt (716) 967j1111 "a"bars ®�" prior to the placement of base material% and/or surfacinfi. 9641 San Bernardino Road Rancho Cucamonga, CA . 9036 .�-t-� 4. At the completion of 'pavirg, a materiel* 'report $hall bd lat601ft� to "~- 3/O'eaaa/k >�hish ' 2 °10 the City Engineer„ Listug all tests or deter>Rinstiar)s completed to �- verify stability 611 contort •nd Gradation of asphalt Paving f' bars #4gi8" ID. . Prior to installartion of 007 paving, s fttertala rep*rt Aall bib T3= 711 ( s/dews/k t submitted to the City Engineer. Listing all Hats or determielartle"S COMPLY N//TN CALTRgNS I completed to verifyo R-value: `sieve anial.ysls And saad equiv$lehr of STD. PGA NS OBD � 083 ����/oA / -� I ,. . . . /V n " I aggregate base, � ip, �� itsptove++erRte are•to be placel+� on bate soil +w►hieh eott>xlteta of i rocky naterial, the sura-grace shall be prtpare6 by rel+oving all r009 J which protrude above the suis-grade and all volids qt depressiohs` ghall (p „ be filled with s tine grade material of a quality tether then the netivs+ o siderva/k si -f4{/1�//V. (D material. y TID/US' Jr-2- J-J CD/V C��TE /{'E//U�D1'CE/1I Z N �D�C'STi�'UC TUf�L� �i�0/1/l 11--L 35"o fry /.2 57 " I T= 5" `f ►�6arS '04 ® /8" PL ACE /4E/NFOf?elN.6 .STEEL /N ALL SECT/DNS' AS' 91 OWN /N SECT/ON 5-E DESCRIPTION OF REVISION DATE APP. N u . r r T H" r ..,• -, SPah s 7, -a bas HE/GH e ba s CITY OF RANCHO CUCAMONGA /"CLQ. "RML to t D - 4'D" 5Y-0 '"4O /Z"0G. 2'/" _411011 04®/Z"Ole. " J1 # Ii VR�.�GL�t1lu 1�TV�l�irf SVR �C��CiViLL�I � a � �� 3 �� � .' 21011 �� e bars 4B/2 T- Y 4 / - 5'a" 3/4 S '4 /,e D.C. STREET /MPR01iEh1EN7 PANS / DR: z 1 . Construction Within the roadway shall comply with California (o " /C '/ /� /� /� J l5tat�dard Specifications, 1981 Edition. TU�/ 4 R A Vi 9709/" vl�H s// V h bars (0'7'- 7 D" 4%¢ " 5 " fi�DM 55` S DUrfI To s0 UTH OF FDD rH/�C. BLYt� r " 4 +Mq® /g° 4 2. Conlstruction within the parkway shall -Comply-with Standard T/"- 7164, ¢�Z" 4 N f bars g9i0" Centered tpeclfications for Public Works Cost struction ("green book" ) . 7'7"- S`0" 5' " 1982 Edition, and with City of Rancho Cucamonga Standards, at " " " (t'naintaih Cos stt varydq 82-/�` P/yI. tNQ ��ll'�D,APPROVED BY DATE • CITY EN GINEER� ' R.GE NQZ5889 CONC9ErE SHALL BE AS' FOGGdW.S� DESIGN GOMMENDEO z"cc R. JACK P. NORMS RCE b� for- 7-OP 7-_ TDP SK � W,4 Z 9 : 5�el e- 5 Z50 C E-no�n ee,�t +a 3 - /N VER T c trots►�,o e�Land su ,o ter— -�-,- DRAWN 17662 IRVINE BLVD. SUITE 7 SHEET TUSTIN• CALIF. 92680 T/D N C-P lC. M. c�14) 7�0-� o �oF �f CHECKED DRAWING N0. �9 � ,IN 3/-Ol