Loading...
HomeMy WebLinkAbout1283 �N Pox tMAp viclorry MJ& GENERAL NOTES 1500 *.# W,-WT 2 sm -344mT IJo. 3 -� rpt - Construction Notes and Quantity Estimates \ i ..,... ii 1. All work „shall be done in ,accordance with these plans, the City of i • '-" NUMBER Gtt�aNTtT`� Rancho Cucamonga Standards and the Standard Specifications for Public J40 Works Construction - current edition. Contractor shall be familiar with AQR.OK/ ROU?E O 8" curb and gutter per City STD. No. 303 and shall be responsible for adherance to these Standards and _ __-__-__--_------_ - _----_------ -- -------- _- T O Transition curb only 0" - 8" per City STD. Specifications. � � �.. --- � �-� r , No. 301 S� .2. All pipelines or substructures of any kind, telephone or power poles, ; ! - r.... , water meters, valves, fire hydrants;- etc. shown or not shown on these I U1�1fuTT� i .. K ! -- - s : ! O Curvilinear sidewalk per City STD No. 304 �,41� S-F plans within the right-of-way limits or in adjacent areas where improve- ment work is to be done shall be removed, relocated or protected in _ / Y 1 8 F 4 Drive approach per City STD. No. 306 ,2 �/►. place as required at no cost to the City of Rancho Cucamonga. I LJ-LLA-11 O AC over 4" AGG Class 2 ��,�Cj so 3. Any contractor performing work on this project shall familiarize himself p1OJ6GT SITii� ' ' a- r � I . or► 1'6. 0A 6 Removal of existing with the site and shall be solely responsible for any damage to existing � � � � � r•M.W e=/4e-�+ ; �i � O g A.C. pavement sl= ' facilities resulting directly or indirectly from his operations, whether or p X11750 not such facilities are shown on these plans. ul �GA1.•6• '• _ RANCH �. O Variable thickness A.C. overlay (0(10' min) 17, $les � I r 4. A permit shall be obtained from the City of Rancho Cucamonga Engineer- -�j (M s ((ilp' ; o 1 ; Rotate existing eccentric cone and adjust ing Department prior to any encroachment or construction within City of i v ! - ; o CUCAM manhole cover to grade per CBMWD. Standards 2 G.A. 01 Rancho Cucamonga easement or right-of-way. ; „ Adjust manhole to grade 7y �, 5. All grade stakes shall be set by Ahe Contractor or Engineer. - Paving, stakes shall be set at all hinge -points, edge of pavement points within QC + ' ______.-�- ; 10 Sawcut to form smooth join 060 we 0.01 foot of sub-grade "elevation and at not more than' 50 foot intervals. Additional paving stakes may be required by city engineer as needed at N E - 3 11 Streetlight - 9,500 Lumen HPSV ( INSTALLED ISY s.c.IL., F7 warped or_ vertical curve areas. --- - ----- --+ ---- - ----------+ ---------+j - - ' 111 rAID FOR AND CooRDINAMC) 71411WO H Cl" TRA."c- ' e7gUtiptJ 13*1 06V9LOPIE 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. ST ITN T SM K#W 1111111111111111111111111111111 .ill 1Ly.: I O treat trees - 41g'DoX CINNAMDMuM 7. Compaction tests of embankment construction, trench backfill, compacting - '---- ----- ----- ----- ----- ----- ----- ----- 8 EA ` --"'---`" original ground and all sub grades shall be performed at no cost to the CAMPHORAr CAM PAoR City of Rancho Cucamonga. A written report with these compaction tests !3 LGYAI. DEPR .�t17tJ P£tZ. GIT`( STD. No.�l'b shall be submitted to the City Engineer for approval prior to the place- 1 EA. ment of base materials and/or surfacing. ® F-X*T. OVSR AEAD UTILITIES CEL UrIZ,ICAL, EXCEPT S. At the completion 'of paving, d materials report shall be submitted to the FOR THE CP(P KV ELEGTR cAL.) 5#ILV.1. W UNDEP-GRDONO G E_A% City Engineer. LiSting all tests or determinations completed td verify stability oil contents and gradation of asphalt paving. 9. Prior to installation of any paving a materials report shall be submitted' CONSTRUCTION NOTES FOR STREET TREES to the City Engineer. Listing all test or determinations completed to verify: sieve analysis and sand equivalent of aggregate base. 1 . All streets trees are to be placed in accordance with City Standard 601. 10,. Paving shah) be performed in accordance with R-Value and Pavement tests taken to determine structural sections '(prior to final plan ap 2. All street trees shall be staked and planted according to City Standard proval). 605A. JOINT . 11. When improvements are to be placed on native soil which consists of a I' 3. Soil fertilizing and conditioning shall be in accordance with Section 212-1.2 rocky .material, the sub-grade shall be prepared 'by removing all,.rock's of the Standard Specifications for Public Works Construction. Type I which protrude above the sub-grade and all voids or -depressions Shall I CVRE aGt1TTGR KQ0 MLu401e organic soil amendments shall be used with the ratio of 1 part organic be filled with a fine rade material of a quality better than the native -'' `'a � coven &0L&- .R s"`°� se amendments to 3 arts native soil. All amendments are to be thoroughly 9 q Y C0WTRVCT MououTI4KJk LX P 9 Y material. I mixed prior to backfilling. cOMWD 12. If the asphalt concrete is to be placed on subgrade, a soils sterilant SEWER 4. Fertilization of all street trees shall be per the recommendations of an registered by the E.P.A. for use- under A.C. and P.C.C. shall be uni- I agronomic soil report furnished to the City Inspector. formly applied at the manufacturer's recommended rate for the full pavement ,, width prior to paving. I ' 5. No street tree shall be planted where the center of the trunk is closer than I' L three feet (39 to the face of curb, unless otherwise noted. 13. Estimate of quantities is provided by the En ineer only for the convenience __TOP VIEW �� JorNT of the developer, the contractor shall make 'his own determination of con- COVER DETAIL - 6. All street trees are subject to inspection and acceptance by the City struction quantities before submitting a bid. Any item of work required by Engineer. these plans which is not specifically listed in the estimate of quantities shall ; be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 12'� , '/ARIESV. shall be constructed at each intersection. SZRET• _ ; oo �.a.i. conicaET Su�Fac.E ► • 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon requests the required plan revisions shall be promptly submitted to the City Engineer for approval. SPHALT PAPER p()T LINE OF GOrC4 16. Work site and exterior streets shall be in a neat, clean, hazard-free, WRAPPED UT LIME orderly state, throughout construction. Site shall be cleaned upon request of the inspector. +STA.4C1+W- ; - 0.7S` 5TA,.451-ro9.0= 0.25 17. Contact all utility companies as required two (2) working days prior to excavation. ENTRANCE SHAFT DETAILS NO -..-SCALE 40 (% 12�- {4.0 VAp3�l �PIOLT VaR1Eh Z �� 4I AAV* ✓ GUp�vll.t�l6p*c Kl_3+blRr�i LtrEVEI� w"114. LI e yr I.o�tr�o7G DESCRIPTION OF REVISION cITY GATE APPROVED OAA , CITY OF RANCHO CUCAMONGA TITL,-,a EZT GUM ##JP G�T1't�- Q'1R�ND P. Imo. - 07 - 51 4 " Able, 4" Acyl. P1►.VI: E 13 Gt.� 2 Q�pFESS/O�, APPROVED IN � DATE �- ,, ReMovEr� �fc TW6Ctt STA. �c� gBq�,r CITY ENGINEER R.C.E. . 2 X17 p'd►Ar 3r�,♦I�77 ��,7A.3°14Z�i, g7A. �, mak, 6, y - 2t o r,TA4T+5o f STA4434vb '� Z DESIGN RECOMMENDED e7TA 00. m Frez � mi KE KRMKR ENGINEERING n .,�pl G� O 4K "°. z767� * !�Esp. a ASSOCIATES, INC. 'f''�I DRAWN811 NORTH MW-2nd FLOOR SHEET 56T. VIE /VI L SAN BERNOF ARDINOXALIF 92401-1291 T. 1• 1Z� OF CAUE� (714)664-2159= 1.0 CHECKED am% 2`76,7A. DRAWING NO. STA. 40+ � ©s.3 'TO hTA. 4c1 +4��3.1!50I:J R.GE. W DATE 7' Z-S t FILE NQ 195$'OZ. t BENCHMARK SS CO W 01109. : r 1" INCH ROUND HEAD BOLT > T e I�tl►•to1 r , STA 0 t t.�' it 1T G NLY END OF THE E CONC�CHAN WALL. WALL BEING ON S SIDE r : : OF ARROW RTE 200 FT W OF _. . : - Mil W OF ETf WANDA AVENUE x .# � � � 60.11 FT Epi &W, Ila------- - - - IS f� [l , - ------._ t.4� o .. Coro` • �wc rt{ � � .� � s -�•.thy - ►. ► ` I V. 4 I t.. c- a+ �t► 3 t 4 j ci + � � 0 J o � � � N t- U �- - _ V J - o. �- .drop' �- ° _ : ;•.-------.._-=--- -- It ,,, 'ibh'{t�bM,IrKY l (b01+� G�[N�d� �K�IDE� � u, � �_�•. 3 V. + : tV • `2 [� 40 r N K _ � � t1► 111 � � 8 � � � d' B ��•� � � � {C71� OF �/.G. , dot.47 40% S v � f : . / x _ SCALE_ t { t HORIZ. 1"= 40' t _ _ - - - - i _ r - : VERT. I"= W i • YY i t1 � I I V 1 SCALE I" 40 �w To 1�oKi''I (D 4 2 }�oo �' �''G' ovelt .11►`f Mfr a a Notes sn1 tk Estlnat A NUMBER f I \ 52.4 �y�j• Fill, :!r• b 1 ham'-:. �- f ausnh•t�5 i \ � �' �( � � Pjo►y��►T• RsrEC�IN �•'•G. O N"r.12LA►� ;' t• and Butt per City STD. Ne. > r I JII, r O T itlan curb .4ty o• -•t~ L r I \ ` 6/,4 i I�.7"IT i OE.Gt1 FJ h .�' I I'if.-Tb ARRO L h Na. '301 \ pK city STD. yl ) I� \ 4 SD�hllol 00 ?7WA0;'6 FLOC GJth-Jeo"Awf) . c \ ,. 6/4 oi^ F-X� IN4� A.C.1'AdEM� �►mt�.r sidawslk' City STO No. 30►� *,41� !k 5 4 _ EXw4*41 �'�� / O aF 34t705.,,: E�tD REhAG/ 62.h �� U Q1 L�1f9 O ,ppre.ch per cit�T�r11ti. 3os rel�T A 14Y6 mewrt O5 AC over 4- - ACC Cktas t ff.' s eY'f 'S I/ I I \ /r �.6 i N A4. OV�� / O Raaipvsl d existing_A.C. 1 -fto fF - - - '- Alf- �-� Variable thicknees A.C. overlay (o lo' min) (7.aTe! l\ — - _ - (� - - �� __ N Rotate existing eccentric cone snd"adiwtIL 5� _ �� • — -- r 9 Ad ust manhole to • �/'� M �3 F.„ �-/'.�' '� ,. .rr ,,.;..,...: '..,. .ei' .,.,,.. :., ...y.. rw• -r ". �_:':. ".._ .-.'��- 'a.':.. .r. - - � — _ aw,r ,,.- 4 :- -, . - y - 10 Sswcut to corm ! ! '. �.,_ :;. ..,�_. ::'..�.,� ' �,„, � h � . , _ ... .:-.. ._ .:.. ...... - - - ►Q Y Strsetl ht 9.500 Lumen H • .., nv �, �n� _. �"_ — Mdcw K. .,:.., _. _. .. �"" - :,«„ �' ,., _ _.,r i9 PSV ( 91111+� 6`( .C.t xr'w. �p,�p - _ Z-2 rA1C FoK AND GeeRdNlc'tP-p 7MR ------�` - '� _ . ,:., ;;.- _ ......-_ .. ... „ ';.;, "x r -- ---- x._ "'.." 'G- ` .. _. ..e. . :m,;,�A rye_ - a -- i .. ... 2 Strew trees - 4b CINNAM �_. \ GAMPMORA CAtGl4FrOR ---- -- ;' j I ' .✓ I EEK• . . _ _ UL�CAI:. OE P�� PER G lT �fT D.[�. 1� � x '� �/" '�'' " � - , �"3 �' H. . e • - , Qw Hwo uTn1T��,4et.F.c ICAI.,ex FOri THE KV ELEG`'lRk'AL�f5 u GIPCI�wo ro -r- - 2 - yd �„ 5C �k5+49 �sfP 47-� ZS 0 lwlp� PE_Z40 5.� / i 1 20 ' tJo:, 21o147t� ' ,�_ = x-- - _ - - - ,J, _ _ _ zL - _ PI'S hlo.�210� 1 E _ . . 7? ao 1 � �o Acaut 1 Pr'►,tom• 2101400 E 4s2 - V�XI�1f1 12" _ �` ��3 -�7s. i►.1 _� 5'fA. 414X49 I� �� Wp�ti 604 i - - ,�, 0 54. > > i �' o►G rd ¢ 3 - --- - 9 G �,�• _ _ 1 \J ` I > OI TG &2.1% I +87 RoTPT EC.Gf�tIG GDS" 1 P�Ib Vt�T Mo�J{.lo1.G �,pt/F.isL 59.3 .�3W-4� NNG 515.2 I�CONSTR0C,T Lbea-Z* f raN 'MrAC�fs t �� MI�IIG�tMD•L4'� " PER c1Y-t S-tfl tJo. $51 e) -- CITY ' --— -- wA't1=,K IGT 4 - -- -- _ _ OF REVISION . � __ i- � ,-�..vY DATE APPRWED -at•°lam) P 'a�t� w►�* ' b_ --- - - _ - _ — "" 4rw+Z4.oo INkrtPw CITY OF RANCHO =AMONU yl?.E t�-rArt. gHCeT l .� 8 � � '�� t�RAcrl }►L�+J ` Z 40+to-11 I►X.I[ t ohi'tflRtl�T I.URvl Lt1JF t WAv S-I A.G. •TP 1c 1r3.I+!• TG fol. }� SI1�6v./oL.1� f''61c �t h( �.r(ry, Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall, 1 EX�1fIn1G1 9• PVG be made in the field and adjusted as necessary to meet field conditions as �•i4• TG x.2.4"1 1 ��� �B O ��� approved by the Public Works Inspector and Project Planner prior to finale ' �,�ty� •6. �,�-� A. f� n O PM L4w construction. ) - OW Si' 14' � 7 T vw 444+� OBD OWp-01 R• $.00, 611�,AM l� a.W. M.W.p STB. IN e T : 7. 84 The existing overhead utilities (electrical, except for the 66KV electrical) on O = ql 00,5d L� 12 41• RIM �, to1• I-y APPROVED BY � DATE the project side of Arrow Route shall be undergrounded along the entire project R , g•� t�FE DETAIL SNF.e'[ 1 e•�8 R�FESS1Q CITY ENGINEER R.C.E. No.22*� t, frontage extending to the first pole off-site (east and west). �, , $ Ib. COQ p9l � * 1x.72' ey DESIGN +OPER EN(;INEERIN�3 RECOMMENDED t'GZ / �J t0 KE •LAJ ASsoCtATEs, INC. '��► 1Z��Bs No. 27674 DRAWN SssTM err, VIEW-2nd FLoorr SHEET * E"0 �`�`"�� '� SANT SMARDIWD,CALF. 9240(-1291 2 CIVIL \\� (714)884-2159 � — �'�lf OF CAI�ElJ CHECKED a 2 t�74 DRAWING NO. DATE f'7'7,7,'WFILE NO 11f�-02.2yi BENCHMARK SB CO BM 01108 - Pp •p ftp ' NCH ROUND HEAD BOLT STAMPED 56 CO BM 01108 ON NLY END OF THE E dit �• L _ _ �t1�rThldt F�a . 4M' . . . . _ : AN . . . . . i WALL. WALL BEING CON 5 ONC SIDE OF ARROW RTE. 200 FT W OF 1-15 FRWY S 1 MI W OF N t ETIWANDA AVENUE Co. 14•i I Co•2ty) C o r(0 2o�Y� _S•2'�iL ; ELEV 1160.11 FT r 0 04a v ��: Et�AC�tb Ey1��1i+ 41K4�p r + o r } + + + cry v d — S - t l Old t.1� v.o. �. _ `� �. `� '� � � - -k► � � � : _ i ; z � t 8 4 c ; i , h �: J► r i► + + �' ' G-IU'f'rioil2 31(e.d' RT Q Q O• ��t i�.�+ /O 0 �.f�� p.l4� •� �ab.l 4%) IN A f � s s z'S : - r I�X I�Tt►.I�a dt�ounil� � T -------- _ r $ SCALE= : 1 NOW. I"= 40' f } { ---- _ t 4* 41 47 4°I 9A Construction Notes and Quantity Estkeat•a 4�too LlAG. oVEi�LAY SUM-DER t• curb and guff.. per City STD. Na. 707 103r 4iE $rc 61 Y J'al�'iF•^1T L. >,1= S%1S71•N0Eu` �f` \• \ !� O rb , Transition cuonly 0e - M per Cky STD. / ` \ No. 301 676 t 47+40.oo F�tJ1� Fes' 6, Q Curvilkwu sidewalk par City STD Na. f.41e +! SCALE SJ (sx I�TINc+1 Iwo G• P/W11tiN11 11. t3t�rMJ i r„ Drive appreach per City-STD. No. I" = 4d /�►.G. 4�/�i�L•p►Y �!O+� \ % OS �_ AC war 4• AGC Class 2 \ \ 7 t 6 Removal o/ existing A.C. pow w1�7� �i —�_ � I C4�j wr4w I O1 Variable thickness A. overlay (otic mint 17.610P Ari, F' � f: )• 7 � �( � �`" `��•' � � Route existing centric cone,snd adjust manhole cover to ad* per CBMWD; Stsndsrds _ �• � = r ��• 1� 1 Ad}ust manhole t gratis ! M. P011' t�4 �Y -FOG• 60 SWd Sawcut to form smooth itil 1111111111 Vriitil/ nd RbMpy \ vJEA LAN% =�S --�_��// etc i.l► 62. 6 Giy(I�IPil�1 3,�r" 11Jyrp�,l. GOt 'M�1 G11•li �1Vgw� of Fpevri►J� A.C. P�►JaMNcts '�. -- --- J� t1 Streetlight - l.sao Lumen NPSV CO" RI •. FOR AND Caen O�AIATi'2! TMROUGIf CITY rl�FFlt GA�� UNC yy ' (Q _ _ . M O - . � ___ y �� `— -_ - 1 - - [Acct trees ---------- L -- - - MPNOtiq f CANI�FIof2fEA.— r. ------- - N , -- _...--._ ..__— _ .-___. _ ---—-- ._-.—. _._ ..�' --—. .---- ._--—. .-_-- _ _-- tAAL OSPREYS dJ PE$ GIT`f •i'CD No X15 EJC. " • ,,j;_i.1. \/ .. - �:� � . _'- POMP S„ "*T. OVaR HsAD UTILITIEes(ELEL•TRIC^L'ekce" A /I-- - - —• »- ,•�-- --.-- `JGV40* H% /CR T09 wKV ELEG7ltw- ) SNkA. W VWMQ4Mt-JC ri CA -- �Jd ar— Y r 4 - .. ,• .r 1 -- 06 w _ y 8 - - - --I Y -- -- STA.41+25 - T — _ , . . - - 2 rot 6 - -fir !el•�• .�,lo TG 41.8�1 , _STA _ I I Pr t•10 2101404 I, 6� L- 4 rs► �=... _3 ►Jo 21014 ` A � � `-` � it 14 t� tilo. 2 N - o ---- ---- -- -- --- -- • r - _ IT nb• 2 I OI�b�► 16 .cry 1 � ?A. - -- 00 InlsrfLl•a. !.t►tGN �aa►J�-tJT To t=OKM I PFS sip ��_ E • ryL �..�.rt.t .bl �_yrI ,S v _ Sidewalk laysut is conceptual only. Approval of the final sidewalk layout shall' CITY be•- made in the field and adjusted as necessary to meet field conditions as' DESCRIPTION OF REVISION -- — _ ._.... Y \ ,H/G•K�.l-INfr �SvW1�lZ t�t1+t6 ,�. �XM?wat to j Y DATE APPROVED ,- — " ` approved by the Public Works Inspector and Project Planner prior to final. ,..v`. . ~ ! construction. ---- �. \ b GtJKIS I Ti1�W \ z/ vyIn� 2" y CITY OF RANCHO CUC A �o•�, �~ The existingoverhead utilities (electrical except for the 66KV electrical) on 9 ZLOI � GID plo'fA'�fr• 6GGi/JTR/G � Q1I�M 1.1N1a � ep ID0. �p ^P_1u� M^N}tol.i�, OL o S•ro the project side of Arrow Route shall be undergrounded along the entire project. PLPW i0p •�ri'L� ,�,��q, ,yd .�oa,1 Gxh,Tinl� >II`><FyTt�J� M• frontage extending to the first pole off-site (east and west). C.OVE,}E TO ciK.� r0z 6t41T,l0 T . g.GID' VGp g6W� w s Petrol WM1t'111GIF *L s7WM16T zwo�Avrr`t (wir-01ly-Y R.ri¢1�.) "wrawp PM t &1. 1'1 4q^. � � �0`• oo+oo SEE DETAIL gHEE"T l of 8 �►�'yT 1 �" Gt1Kr �b e►�T116K ' 9)• �• " 07 �, ML fid' wo' ''V* APPROVED BY DATE G.URV1LItlE�tit slblGv✓At.K oQRpFESSlO,ygl CITY ENGINEER R.C.E. No.L%% i7 �ilt�Ew.e't-K t'� Grrf -(T. ��4• ASB%el DESIGN RECOMMENDE . � N�. 2�s�a � �pZ/ ��� KE K�oci�F�E�� iz eb 3"31- 10 * * DRAWN 568 NORTH MT. VIEW-2nd FLOOR SHEET C/Vl� ! j7(�pt- s+4N 9ERPiARDINO•C 215 92401-1291 OF_� OF CALF E CHECKED , ,Q 4)ee4-21 27�7�• DRAWIN NO. /�z b DATE 1- Z-$ FILE NQ 1119-50-D2_ or?