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HomeMy WebLinkAbout385 ` , PVG EN CE `►, Po57�CAP EVERY - V I n 11 8 - p0 ' `\EX/ST. SU/?FAGE i4T CE�TE�L/NE P/ZO�'/L-E PVc Fos7' r X 5 P VG RAI L Tom tomoy fo GL b P R �•9 3 P 4 4• I EVVERY T911?o P c PosT ANo ALL PVC L � 3 � l 3 t R�sTs LaCATED /-%T C4ANceS of e7C_TroN AP?e Ri=-Q'D Td Bt=-E 4'a -�j (� Lq� `�� a I FILLED I. lI g CoNCRr=TE e l3� Q ��- t �' y I 2. c-,\P ALL Po5T5 AND END o r- ti l ry t �/ J� y l e• E K d /530 •� A. � P SSD RAILS D v i5X/.S7'. SOUTH _70E OF pAtyEME'NJ- ALL I.1SM6ERs sFIAu- c !oX d V10" FtNcE AVAILABLE FRoN► Cols _--ce; STRIP STl�TE Ei1cE -R ApPt2oVED S 1I,QL11A -'VL 35r-- C'RkV_-I4 •1 N -row�uos T��� !"in Cawn _ Z"ice P/Qrrf 9 - 1 . C Ref Transition � rib i o , 10 G . '/o L 42. /O c 8 �fl /D v�o c.f ti: 4 M� ® Ever �.sf oSED �rzAH•iT� y v � 3/.7/P.l. �Z¢ o a o v ®� P V G 2-RA' Ci pp V V C� Ci n - ti ►. O in � m •ti tiro`� p �h N ^ y N V , v V 3 fife EQues�r an fences sha-Il be loccilej per-lMe V n �? TJ �1; m o �. N c�j 8 � •t' w n C t�-trld Pence shdtl end 10` bask �.or» 7h'e $.Gip. (Ni X00°0 - - -- _ R `� M Or------ -. 0.8 / U o Per reC0Morer� c� ro 5 'Tra rG SeG�ion d n ' �• � m �.- - - _` ,. y f' /'05ED 51G.. r vj -� �-� ' -d67% x N Felice shall end 2 4o either- side of any M ire hydra r// or- C[fi��� e/�C/oSC[1-r5 - ti )terice spar-ll end I' 4o eider side of ahY 1530 .50UTH - �1/� v �--- -�_�Cb% 1530 %60417 y �o% 2% \m - Fence or 5-�e-� 5rde shctff Ct7d s 4o ei%er ti m m Side 0-1F dYlVe cxpprocc[�i M A ddr�ro►xe fence�' Se� ,mcks ��om �nje► sec�,ons Mal be reQUire 1 }Pe,- -rr&VCC c, scc4(on - PH/fS� / GONST. PHASE Z CONST. BMW 3 eaw �'/Y ge 4 CO/V.ST /o/3oF/GSE s�cA��s BENCH MQ�K /49 /''= 4,0' Hor�z. Ghiz. "LJ'or� fblforn Cbrx' • /moo. /3/Og, /�orfh cSi4L of uu��if Ave .ZS' rn f o 4s� es � 1 O�'OO /�00 Qf00 _ 3 '04 ¢tAD .StQ� ro 7ta1D GENERAL NOTES 1 . All work shall be done in accordance with this plan and the Standards i` and Specifications of the City of Rancho Cucamonga and the County of r i Standards . i San Bernardino to orsf ucf/on o>< c>w re�fTr�es �_ � � 0 All sfree f trees are Jobe /a!1 in +ll � i` � � � (. 2 . All pipe lines or substructures of any kind shown or not shown on this 4CGor'onee Wi>�h Ci7ySfa/�dard P/ohs. �j �d _PWAeje / GONST. 1z ^mqe P cavw. P/S//�5t� 3 40NST. ^166 4 GONsT _ " plan within the limits of this developemtn or in adjacent areas where improvement work is to be done shall be removed , or relocated as required r' me✓�c me f of al J /or fo Phe caln e a A � ' Z P - N he Ci of Rancho Cucamonga . It will be the owner ' F; t no expense to t t C /e A ray /r/vs a g o cr be y !� e a P Y O O//5r Orf Q 11 es onsibilit to notify all agencies concerned. /a ion mics e r of n a - .o !7 Q W " e epi/! Blta�m / a _._ rare rSe M �n �h� Y Y g �. P Y 1 \ �9 TIN Ci Sha// be farniSh�fa /ilie Ci /l7sP�xfOr: 0 o s� N N 't �- 3 . A permit will be required from the City of Rancho Cucamonga prior to , ny unulva/ Adx/cilies a'/wfrienf k _ l9°i. �' `� r -� y.. Fr� 8t g r ^ LL encroachment or construction within the Easements or Right of Way . o e-X157IM9 L � of c/ r�ci s i» r e 1 � N b the Engineer to -enable the Contractor to 0 1 4 . Adequate stakes shall be set r _ a Ki/iVD�t'o%YS TD BE / -, -- q Y g 6oi1 omer/dr„ ,os d,.M ,77� i 21 by /oma .� ._ _ - O_ILEP +.,. t � construct the work to plan grades . oxo 5 2 � MM/T 4 s iQVE/�lJE U '� / r'.` � � 5. Compaction tests of embankment construction trench backfill, compacting original grc�.rnd 3, A// Street frees are sub��f >`o `/O�n �� - -'�- and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. F -- • 1 +� 7 2 y 2 2 3 �._r written report with these compaction tests shall be submitted to the City Engineer for h? `c/) Q/7d C1cce 4/9Ce by 7'7!e l� f 32' _ _ 7 9 r _ 4 4\ 9 E;(/!_7. CU�X GU7TE2F , ` ._ , h approval prior to the placement of base materials and/or surfacing. 0 7 � / �/ ! � En ir� ger r/� Y h the City t /7 /S submitted to / 1 be u � materials report shall , 9 r ( � � � � .� ,. � � ,i _ .. •y ;� 6. At the completion of paving, a mater a po Y g O I � � ( - � O `� �. _} completed to verify: r� � / � � �. determinations tom e ¢. �itreef frees are fo be p�� ��! "�� `�1� 1 r �� © � _ . . � , ,• � ti _ listing all tests or det p Y: �t t •.Y TO MA IST. C!'/RB QUTTER ,, ..� TCH EX 9 • r• �r Pabl�e /�rr�rnyemeG/�SO/!�• y 2 ` (A) R-value, sieve analysis and sand equivalent of aggregate base. Q C41A3 �TEr- OA , Extruded Gohc. /'ence 0 T_-_ le 1 (B) Stability, oil content and sieve analysis of asphalt surfacing. d= B953'39 ' $�T I JIn-Ace( 5��^te I,fFt� , SBoo L Neo✓}/ �JY SC•E• - Exfrud�dCa .�znce vv V t\ paid 4flr �orzd;n�ie� (thKOLk%h CY'� 7. City approval of plans does not relieve the developer from responsibility for the T= 2�.ms' �_ `� Tr' c sec-i;on) correction of error and omission discovered during construction. Upon request the Z V 3 l� Con-)ruc. Pct D-Ne APproac� .r .i ' Ill �O Qty- Cik shl. Dui • 3os by vtY,lope,-- required plan revisions shall be promptly subrrritted to the City Engineer for approv�:l. k� 0? a,,� >` Q ,� s ►� \ 3 !2 -MS7`rr// PVC Tray/AL-i/CC 5 I V nj E. LftVE OP TWE V 0\ '� �O 4� r I p. N V •�ryK1I°�y /V•f� OFAM1R.2 Nil 1'v� J► c k -'��1 /Q GENERAL NOTES: O � ►. h w N v V � M „ Curb/IV'-Gutter � � P.M. T1� �A J 1 uct 8 .d: � � Construct per Standard #303. 0P '` N �� M PM �° m 0� a0 � pI>Pte_e2l�/A � Sa, tot204/ o/ dde p�2 h .` N O Construct A.C1 Paving per soils report. �sfrC+••SI��►fG/T� S A ¢ 3 Construct .10 A.C. Overlay B . LOnri/,(: iyeCl/» ✓obi SI 797 jt ' ��,� ��� ���� �� �� rJ 0 4 Construct 1' Feather. e ( eS + + `� d► ..► '� Q �ldde�l Drive APpyoac{?,�3f /i htGPr �l/esf�HCE 1� r v 9,6 4 0 I 5 Saw-cut to clean edge- ` �, �� _ t `'� b7 R• o• 84CL hr,7cth �,`� ��:� k Zp � �✓U�NY/ 66 Construct Cross gutter per Standard , / ! I ® I # 308. v replace r` ` Ja17Or C 4 . GD/7Sf / W L3�rr�fr fi n ND Cash l0 3 13 , O Remo a and rep) a existing A.C. Pavement. U ��1 n '' 1',,,��` , 8 Install e L Markers per Cit Standard / Curb T t' �/�e Ahasxn9 j `4, UUUU /3 C&75f Alme /QpPra�ch per f ifs P1/a/rn�/D/�{�lt/=24'). Type " p y 0 l'p E �¢ Cd/p 8 Curb r Gr/#er P.r(i Ofd 417/Q4. . 1� # 403. F 15 Col75f Ti^afl pd'Ci�Y✓`/a!�a/?/D Z A. 9 Insta/I tVoa/yptus Awlda (5potfed 04,M) taescr� hor, Of/zevrsion Crate oIty 38 6 � 8'Orn e"/e,-,per 94reef Trees Consitdc ion/i/vfes. !3' YAR. // VAR. �C en ( ) b" /(o� / 1 _ _ CI T Y OF RANCHO CUCAMO/g6A 5' /91# �V' r �� e040 ESTIMATE OF QUANTITIES (MrAl_ 605 r i 1 653.3 L.P. AN AN - 8" Curb & 24" GutterFr STREET /M�/30!/EMENTS OF __ r Q V 2. 52.1 L.F. - Var. Height Curb tij ,l►y' !��4 `� 1---- - _ e r fP a � / fXtrudCo- I �_ �- 3. 305.0 S.F. (Inc. Curb Ret.)- Cross Gutter & Spandrel _ SlJMM�T �7 I �/ "v Ito.20S�J0 -- -- -- - �xisf A.C. �vemen 3 Cone. "G Avi. 2� EXP OA1rdl ` 2 P,Q`71Yjtll�C 5 4- ¢8✓C.Z• S.F. nj - A.C. Pavement 4 Li•compos .� Z fRoM &Ti[H•4N/a4 To 7,00 FF-�T 6 �r ♦ 5. '6996 S.F. �© 0- A.C. Overlay q t F '^ Cr Of C'A0 6'. 1,350.0 S.F. - A.C. Removal y � a V/C/N/T Y MAS _ Tye/CAL SECTl01� - SIJMI4!T AVENUE /�a>rc /.2-/2-'AD /✓of Al sco% 2i' `_" -- - ---- - -- --.. -- 16.4 L.F. - Exist. Curb Removal Station %toD fa S/n1rlon 7fo/.2o (Rock Curb) 1 Ciy Engin�r' /3 C.E. 23689 __. Z 55 -c'- - __-- _ _ I 7/�/�i,�L S��iT/O� - �T/1NAN�A 8. .0 E.A.E.A. Type ., „ '9 J" L/ V/L NSE $ON-tifOYZNE A ac • bes r� /3 L�-SA /? /?ernirimerdecy L Markers Contractor agrees that he shall assume sole and complete responsibility for job -7/ /o,,7 �9�51.a9 To sfo>:or 3o too hof to sco/a lc NG. 9597 Arrow �oufaSalle 9. Lump Sum - Earthwork /?or�ho Cvaarnoi w , Cn. 9/730 site conditions during the course of construction of this Project, including safety of all /o. b/ f4. persons and property; that this requirement shall apply continuous) and not be lim- © - CeCotypfus MoCula>�c T1 ee P P P PP Y Y , ited to normal working hours; and that the 'Contractor shall defend, indemnifyand = r H. 34o Sf PGG O,-/V& Approach n'-�J'W of r,� / PcE 20 hold the Owner and the Engineer harmless from an and all liability,real or alleged, ��� g' Y y ,. /r'e/7,17C i N. Lii7✓i//e in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Uwncr or the Engineer. life• 9/80_-- Fr/e ~o. "/Z"4 - C------- ,,r,le : Sr4-e 97