Loading...
HomeMy WebLinkAbout995 GENERAL NOTES t. X111 work shall be dont in accordance with these pians, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be ' familiar with and shall be responsible for adherance to these .w.,Fowft" Standards and Specifications ���V a2 All pipelines or substructures of any kind, telephone or power pole,$, I A FECJ D1EISCEN - 01ELSCEH b6fv1E ' water meters, valves; fire hydrants, etc. shown or not shown on these hEH . b�� bEH!_ECL•, ►dock , Rians within the right-of-way limits or in adjacent areas where Improvement work Is to be done shall be removed, retocated .or pro- _ tected in place as required at no cost to the City of Rancho Cucamonga. CA A 5 tAl 3. Any contractor performing work on this project shall famfilarize - = himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly` from his operations, whether or not such facilities are shown on these dans. 4. A permit shall be obtained from the City of Rancho-'Cucamonga ¢ Engineering Department prior to any encroachment or construction ' wit in ncho P �___ _ - --- 5. All hgradetstakes y of ashall Cbeasetgbyethe mContent �acto9horoEnwineer. Pavtn 9 g 8 ;C-UAg' stakes shall be set at all hinge points, edge of pavement points ►� within 0.01 foot of sub-grade elevation and at not more than 50 _ L-1 OF _ \ foot intervals. Additional paving stakes may be required by Citi # Engineer as needed at warped or vertical curve areas. t = 6. All sewer, water, electric, gas, phone or other utility lateralsp i mans, or crossings shall be constructed 9 prior toavin . -- - p ° " I 7. Compaction tests of embankment construction, trench backk fill , com- pacting original ground and all sub-grades shall be performed at no - ---- cost to the City of Rancho Cucamonga. A written report with these occh /-7 Rik compaction tests shall be submitted to the CJty Engineer for approval Co 7-2A 77aAg. prior to the placement of base materials and/or surfacing. S. At the completion of paving, a materlats report shall be submitted ;�--8 R - - to the City Engineer. Listing all tests or determinations completed V R t"'- to verify stability oil content and gradation of asphalt paving. 9. Prior to installation of any paving, a mater'als report shall be submitted to the City Engineer Iistirtg all tests or determinations completed to verify sieve analy6is and sand equivalent of aggregate` ,1 f) base. - 1 VA '� 0. Paving shall be performed in accordance with R-value and pavement 1 tests taken to determine structural sections (prior to final plan approval ) _ S #fl 1 . When improvements are to be placed on native soil which consists of a rocky material , the sub-grade shall be prepared by removing all - rocks which protrude above the sub-grade and all voids or depressions Rall be filled with a fine grade material of a quality better than 111�e native material . 2. If the asphalt concrete Is to be placed on sub Crede, a- soils- Steri- lant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 3. Estimate of quantities is provided by the.-Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. ' 4. Street signs per City of Rancho Cucamonga Standard Numbers 401 and - 402 shall be constructed at each intersection. 5. City approval of plans does not relieve the developer from responsi- blIIty for the correction of error and omission disoovered 4uring construction. Upon request the required'plan revisions shall be promptly submitted to the City Engineer for approval . 6. Mork site and exterior streets shall be in a neat, clean, hazard - free, orderly state, thfoughout construction. Site shall .be cleaned N - upon request of the Inspector. 17. Contact all utility companies as required; 48 hours prior to f = excavation. /PLA/AI SKALD - rb't�t�l. CllPt/L''- S/DG�L K SEE SHEET Q . 1 f SM. N,-.80 Q VC. EL.- a 9.td � b' S iDEWAL K EASEME7VT 3TA, t4-7t7 E.VC. E4 'Gd.95 QM/O PO/Nr Art_- G9./tIN �I + M tv �O h O ; �• I� 10'51DEWALK �' u. ti I I�ITE.¢AG ~p fo �) YY 3 ' �� X + EASEMENT t � ,e EDGE LIN£ w o EXJST 6pCU�5 k K yoo N Ij . aPINT STOP 0 /o I? W I •� . �'� AND STOP BAR 2SG rb I L/�1/£ R/7Z//PE c� A� \ I %n � i 5.97 FUTU?£Q� iP.C.P. 12 to _ 2:/szorE h r01 �'ST .P --5A We YA,PY XS-rWeFA1 ST4. b /2 p-r A tG+00 TO e6 f B4A2 W !t s ` .� y 5. LC is RSP. �i r` O O.72'ro 0.80' V1 IvP71 'Z6" a ®t x TD a y to a � SKr B'IiCP. 5E[tiF2 Al �G/�y+ O 7/ . c.c. o C rEe-s Iso a, WHl rE �IIGR 1 RK 6 T Ho C�wo ow� STREET I I City of Ramiro Cur wa. �6-//t ,�. � � ��,� ' 122. R.R. Spike in Pole No. c Gi4r . 309950E, at the northwest cor- ner of Haven Ave. and Sixth I m St. IElevation: 1073.2219 auANTrTY ES71MAM5 CO"r,eacrtOA A/07, 299 EA. O/ CaAl-fT. O'C!/.eB N//Ty 2¢"GZ Trr2W CYR 6/T,p'3T0. X4-5 J� I ah/ 1/MY �, DESCRIPTION OF REVISION DATE pp TY ROVED /Z5o 5,r. TO CO.vJr PCC. S/DE/!/i!!K PE,e C/T/'3TD. so¢ P iz5 sF 3 covsr. Pcc. oelvepvgy 4PPeoge,V �c,Pcirrzro � o � � � y. CITY OF RANCHO CUCAMONGA Q CONST PC C. WNEEt CMA ,P *,A"P PER C/7Y STD. 310. b `� 0 - ,Q S�/ED .46 e<tse� ` ��' I PLAN AND PROFILE OF 0/30 SF © Co,�sr 4C. �s✓�,yPvr o ec 4 c u � �6 I Vh sr rr 90 sF Q �� rx¢. ,eEoo . 00�,e � 'y'� 6 TH. STREET r EA. -- Cows,. e.e. f/ �,e e'/, -Sro soZ 0V, W �/ De,W?)WVMr a7rAZ7 Tis Ac Ott' z /2 'K 4.0 ¢¢' P. M . 9204 LF. e I•vTT.�lL[ t¢' ,CCP�/SaaO�.avO �.�rciE'cT 1a �"r�3Ti/.d6 =9 ,CcP k h�� 410 S F. 9 /'/Y/OE ,�G FEDI Tf/E� ro ✓o�w. bk I �T EA. �. a COa/sr. Covc_ c'ozz.4 #_P �'� z q cb f'C-o. 44 t-0 393 � FROM STA. 22 +44.63 TO STA. Z6+52.65 CLEVELAND AVE. W EA. 11 Co/VST. PAVEMENT TRANS/T/ON PER STD- DhVG. /1/a• 406 Who d4,P�icAvr. y, IE �2E/190VE EX/5J'//VG A •C. BERM e A.C. 5/40VLDEe. � � � �r APPROVED BY DATE IZ- 7- 8S SOO LF. 1 EA. 13 �//UDER S/DFWALK DR-A//V PER. 57D. DR-G. /V0. 506 sr, T CITY ENGINEER 1 irvsrALL Sr.2E�r L/GHT 9500 L -- - � R.C.E N° �3 8 EA DESIGN RECOMEND D EA /� , iwsr4a fr ear L/G�YJ' it Soo L cJ� A• u• Lrk i n G QG A 11 i4skr / Est /NSr4Z L R-/ 5AO /. _ V/l/JV/TY M•4P_ DRAWN L.O.KI,NG, INC. SHEET %P. 1e X/1c P,d vE�t�fEX/1'A%1 R*,I�IIGS'. LLL Sc.4LE J. � 2151 E. D ST SUITE 120 A -I OF 2 14 ONTARIO, CA. 91764 1 CHECKED _ DRAWING N° C/rY e c.E. 2io6 z X 9 5 i CQV7PdCr17� Sf1.4LL LeCdr� v 1e'A4/•4rE',e G/NE P.2/O,e TO SrMe" 40A041AI caysr,Quc7-1O/v ro DIEII 10 'D,EISCEN' xi 9 b'VJ{ V b'VJF r , T I i 1 I I i , I I 1 I i i I , I d i I I 1 I07--374--- J t ! T i 56 SA 27 � 2 G 3 f f f I I 1 .¢ II I 7 I I i 1 i I I , : , I _ , _, � � - .!- ,- i _ I f-_ __ 1 _ �. -,_ - - _ IJ N _ } , I , I I. .I ' -�. �. , , f• , +- - , -1 !.. -i 1 -l. ; - --7 - - /wcEr I i i 1 CJS p0 to j I i I 1 1 1 I y I 1 _>- _� __I_ .� : , I � i I , d l I i I I I / V i -�l i J j t 1 - i _L- I P /o7i 40 � I -I{I � - � � 1 - i � _i �_ } `r-rl � � � a 1 1 a 'L ; c I , _ a h I # 2I I � I � �. c� I � , l � ��` �:c _>__ . , - > a -j- - -,- -1_ _, i_ � - , ; - -I-- bo , O 1� > j j _ /O 9.2('0 , I : Qo : i t9i CS _i r _ ' IO : F ! ! I i _ 1 !. I 1. ! • ' "-.. ( : t ( -. -. Q • : _ y. - _- I _ I. _. -_. -. I•--.- _... 1. .1. 4 V I '�• / }� I ;- -;- o t.. _.j J - - 3 b0 ,.0 �` �' ►\ � ' O ''` J.� . I -� 125. : 0 s% o O O 1\ O O i p o 41 _ p L D , ; BTU �4 UN - �i �. 0 O ♦ 441 4v. OF �` j i # (�PROPbSED 71C , I h Z! POP�isvoo \ i- 1 ^ 1 - a - �.c� - w. • • : I U i f I 1 - I I /'l1jl tU io� .j - ti $ N a Al W E A GaA AA , { 1 I. f :. i i _. j ; .. j 1) _ ! j. i ! -.._ }. ._ , j. ! _f. .- i --. _. _._l. __ ; _... _ ! _. s. -. i i • .�. • O m I I ; � 0 i I I I I t i { i 1 ON 5` i s I � Cb,VS 1 i f i �• I I i I � O i i I � I s I I � d , 1° - • - - , I 1 �X 7` ISD � � ' ; . � ., i _. 2' - i � ;• : DPD D � , t I � ;/� R W. D i 1 i T Li , I i Ci\r� � � I I , : I I I . _ _ ` ; _ } � _ _ I � I --�--1 I lido I!C. } ! 1{ c► I ! i t l I - ? I I` I - - 0 3 0�` 8 I ' i f I I 1 a 1 I : i J � i b , N K , ' i I � I 0 n OPOS C I a, \ I i i I b I i _ , , I { { -, i � . � _ - , _ _, _ h � f l v W. of- D 1 I 2 ry "� h 14 ^ `` I i u I ' G�edR� I i I I a 1 3 � ! � 5 G�'PO _ •, _ _ . t- _ . _ _ .IFS , J T. � ! �. I j t � _i - � 1 _ _. __ _;1.- Q I $ I I , I I i v \ 14 0 ! , I i { I h 4�< s N g ! i I : - �07� Mod I _ I , _ I L 55. 33 I j At �. �• �' �XIi /IJ �j ; C /�� i L VT `�• i .1 I I I I I 1 ( i 1 O i � I I I I 1 i I I i 1 1 I i , � is � PR POSE' g , � I - - 1 100 vr. I. - ► v ► - _ _ # - I - _ P/ /07/.46 } F 00 7�5 y. ;-104:91899j i; , � , ; I i j , , I V I , i i I I i 1 I : , t 3• 1 , 1 cn I ! 1 1 1 �' , ( i i 1 I i I ' I PROPOS. P / 7 - - -� - - -_ _ l G 1 I 4 1 1 I �. 1 i 1 � 1 � ; . , i I I 1 ! � •. f'R P �b L O 32 I { j o o I i I . I I �� �� ! I I i � \ I I i � i • 0 61 � I , I I N I I M Q I I , I ,,t 1 I I Z E 0� 5� I I i i � � 1• 0 \ i W I I I i i I I �' • I I i I i I I fTEEG PC,4TL N $ U 0 \ 1 i I } O '/. � � 1� !� N � ,� - � O I ✓� i $2 5. OF � N � � � h� , 44 E. Ofd• O �M��- � o� I _ kQ U ,� SP. ? 1 v. • I i O { i e� k J I I , _ J. 1 , 1 � ! } _- 1. 1- i. . - i 1 I - - -. -; _' - - - - -� _ - _, , .. -. , .y .} .. -y- II .. � .. .- I _ , � .i � _._ � ✓ _. - - p -.�_ _ -.i_' -j - - - __ _ - I ._i - J 1 -_-i _ .� I I i ;. I , , I I ; 1r ` i• 1 I ' - �_- I I I I i 0 .l. , I � I c , O .moo y._. , _ ( j � 1 � _ - - - . i too P1 = /07/.40 I rn off° + I I a QT � _ D�: �- _ I , { _I I � ,, V � (� ,_ �j ! i_ , , 1 1 _ , ; ! � j j hS '•: .t.'r. 1 � � � i I 1- I i Oc i i I I i I I I : I I , i 1 1 l � I + t 107$ -- I lD�5 v n n h { I I I cn i I \j p -. .._ __ ' - -- � { 1- � l I I { W V L1 I } a I 1 1 I FU5 Y I b I I } i t I I I I I i I I I I V t f I V t I I i 1 1 32 E. ¢ . 1 P/ � 1079-:26 • { � ! j i i OF i I ; I � � .•-i �d �. -WC I I L ti ,[ .7 I I OLT : I -� ' bROF'1L� SCALES' , I i - I _ i I n i i 4 1 � HORIZ. I 0 , I I , : i I l � I 1 � __, 1 _ I - 1 L 53.33 _ i I I I v T 4 ! ER i I I I I I I I I I i I I I I 4 1 I I I I I I I 1 t -,_ _ _ } __ ' ---. __� - - _ � _ :- ---- ._ 1 _ J __ __ _ _ -- _ - --- --L - ---i- --� -�-_ - . _._ - 1 _ �- ----� -�------- - - - - ___ l_ _.... -> - -�-- - ----- ---.. _.. -----1. _ _ . . _ _ -L __. _._�----�- -L-- -} -I- ----.1.-.__tel ---�- ---�-_ -__ - _ t 26 27 28 29 30 31 32 33 34 35 36 37 7 In o SEE SHEET 1 1D b O 3 I • V M n 3 1 m ' � w Wy � � o � aQ � W 3 ^ CURB _ R 35" t. II h , • �► O �, 0) o W v V ac O W �, :li h A- 90 34 47 J �' 55.33• o r\ 41 m o M + m \9 Ifl m I` T= 35. 6' O n r N n �t 14 Oc w �} O W •�4 44 3 t` r\ 2 - 1087-49),6W -. .._ 11c. -- "IC. � J � x - � N V 5 0., �� -- - �- /065.18 FL• 6 GF. 8 C.F. �� ^ v� 8 C.F. G O'G.F / 5.03'F.L L,4T.'B " !065.8/FC. J v n •,�_. �� o c, B C•F. /087 2¢)JD/N T.C. LL h i4 �: °p 1070.x/ FL. N h �� �o �' /095.20 F.G. /oB6.88 F5. JO/N /086.57 JO/N F.L. P s�/�r, of 47 Z (1066-28) 12 23 r �� -•�--� I 0 �` r+ 12 c.P 8 l2 c.F. v �; v c o rD p'l�' .�� �� ,� 5 Q-c.F C 6 ^ a n �� 1066.20F.L. 1 8730) EX/ST. A.C. PINT �• S. /o(oG.82F.L. 1065 3(of.C. co O.\ O O �� s -� 28 29 30 /O'23L344 4 Al "w 3/ 32 33 3� 35 i�, 36 37 /2 F L a ? IZr /57 Ex FUTUi2E COw57RUCTlON N UT(J�E CO�CTiON 37 2/.49 --� 8 - ,.,��,•� CLEVELAND �" AVENUE 8 c. !065.38 FL. Z 1 \ /D 03 /086-57 F4 /7Ur N I l8 /Of4.45 ,tiM EL. 1 i C PA/wr 4" wN1rE sra/,aE 20 BE/UCH MA�PK: �E pJE 27+18.82 8.�.,Pe4. O c/rY of eQ,vc� cuccMONGa A10.// . W/! J TYPE "L " MA.P�E'�S 2 R•R. SP/KE /N Poz E A/O. 509950E,Ar r/,NE NORTNWESr COR,t/ER OF 11AVEAI /� �S AVE• AA10 5/xrN ST. � v �\ ^ T ONSTRUC770 OTS' C / N AI S EL EVAT/O.v : /073. 229 42•u�� Q h � h� /� V � c 88� QUANTITY ESTIMATES n V / �� , 787 Lf. (D-- CONST. 8' CUR�,a w17H 24~ GUTTER PLR CITY STD. ,303. MOVEOnA ST. LIGHT !D` S'LY. Z > N W I2' 32 32 12 42zo sF. 2 C01V•Sr Pc.c_ S/DEwALk PER CITY STD. 304. 0 / l 3 86 cry 0.5' - 1.75' DESCRIPTION OF REVISION DATE APPROVECI Y D ' RFD W069 6 /G5o SF. 3Q----- CONST P.C.C. DRIVE APPROACH! PER C/TY STD. 306. I 2/' /sr sf, �'' �4•: ,, 5 , Doi u4 , / EA ®._ CONST P.r.C. WHEELCHAIR RAMP Pie GTY STD 3/0. CITY OF RANCHO C U C A M 0 N GA 6�__4 3' G -� L�o v' `/NE !3,400 5F. �--• CONST 4" A_C. PAVEMENT OVER 4"�',Q/�sf/ED 4s6 eAs� PLAN AND PROFILE OF 0 `� I 965 LF. � 2 x 4'' REDWOOD HEADER . 13' 3g� 9 47� 13� CONST C.B. / PER c1TY STD. 502 W/TN LOCAL DEPRESSION 60/ 60' EA. a7 -- --- � - - PER c/TY srD. 5/8. CLEVELAND AVENUE 1 FUr. /MPROVEMENr5 57 LF � /NSrALG 24" PCP�150o D). FROM SrA . 26153.89 TO S'TA 37•r-2/.49 /30 3F. gO---- CGWST. /"GY/GL' 4C FFAr,-/ER TO✓D/•V. P. M . • M . 9 n 0 4 / 6,4. �O - CONS r. CeVC CoZ Z A e 05.e 4.4 cD., C•D. 5r,0 � 10 2 D 393. L. J LEG�•VO TYPICAL SECTION 130 L.F. --RemomE EX/5r. A.c. areM ¢4.C. 51voUzocv. APPROVED BY DATE CLEVELAND AVENUE 2 EA_ lAlsr4LG 5reEET G/Gf/r 95ooL • CITY ENGINEER R.C.E. N° STA. 27+ 36.57 TO STA. 37+21.49 1140 5.F. & coNsr, a a'rNrcK c. OSA/�t/,4GE 4P�O�t/ L1sPf/ALr cvvc�2Errr P4VE'MEX/T //O Z.F /7 CO/V5r. B"A• C D/1eE PFR C/7Y 5rO. .q/.•s DESIGN RECOMENDED T.I. - 8 0 R = o•7I ! Ed. /B //V5Ts1GG SQLY46,6o C'S•P. /,l/GEr FE,e DErd/L, MOOIFY tl,5'�PEQU/CEO• ./.A.U• LrxinG L15P//4Gr coA1czFTF ov,-_ ezzy /O V-delrff AeaV2'/. O1574.PJtSO ,E��'�.1�j/QL ,(JQJ''�' SZ Z.IC �-INS7rQLL -90'W C•P, 15000)• DRAWN L.D.KING, INC. SHEET r0 2.95/. STA. 27*96.57 / eA /NSTAG L 19 ,e C P, ("15000,) 5EE o944AO/NG P�4A/. 2151 E."D"ST_ SUITE 120 A a .PE.t-10!/EA.vO 554LYLJ6E Ex/ST. C.5•P. /�tILET. //30 5.F & -- CON,Sr 5PA/VO,ew �,UTTE,2 cne C/ry' 5r0. 308, `��' ONTARIO CA. 91764 2 OF 2 ,QL'tlaf/E EX/ST/�t/G .[t5P1�/.aLT GA1,0 2EPAVE / ECJ. CO,(/ST. A44AIPOLE PE,e C/TY 5r0. 501. CHECKED DRAWING N° C/TY � 995