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HomeMy WebLinkAbout1269 GENERAL NOTES 1. All work shall be done in accordance with these plans. the City of RMJ 17Rancho Cucamonga Standards and the Standard Specifications for Public 5 P�Iv#rf OPM�s 6 f 9 7 60 NOTICE TO CONTRACTORS Works Construction - current edition. Contractor shall be familiar 33 33' A•M#Vr 4d71- 6 S. R/w ¢' with and shall be responsible for adherence to these Standards and tAll contractors and subcontractors performing work shown on or elated to Specifications. G.5' 4os• 1 60 these plans shall conduct their operations so that employees are* provided 2. All pipelines or substructures of :n kind, telephone or aver ales. /0' /0' � //-/ =rr/ t3' 47 a safe place to work and the public is protected. All contractors and sub- p p y p p p VAR. '7' -b 47' contractors shall co. 1 with the "Occupational Safer and Health Regula. water meters, valves, fire hydrants, etc. shown or not shown on these MIME Po1NT 1' 13ACK OF 3•'�,�/AW. " rp Y p Y 9 plans within the-right-of-way limits or in adjacent areas where � 4 a 27 tions of the U.S. Department of Labor and with the State of California r L VEL o.23 �/ Ems/ _ a Department of Industrial Relations "Construction Safety Orders". The Civil improvement work is to be done shall be removed. relocated or protected 0.30' 030 - in place as required at no cost to the City of Rancho Cucamo g . 'L7,9 Engineer shall not be responsible in any xayfior the contractor or subcon- 1c n a A tractors compliance with said regulations and orders. / �iir ,... 7 Lsv�t.Li Contractor further agrees that he shall assume Sole complete responsibtlity 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to for the job site condition during the course of construction of this pro- ¢ jeer, including safety of all persons and property. This requirement shall existing facilities resulting directly or indirectly from his opera- 4 � I apply continuously and not be limited to normal working hours, and that the tions, whether or not such facilities are shove on these plans. 2 contractor shall defend, indemnify and hold the owner and ciYil engineer 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering TYPICAL harmless from any and all liability real or alledged,' in connection with , STREETSECTION FL--1-URE CURB > GL1-fTER i the performance work Qn this project, excepting liability arising from sole Department prior ea any encroachment or construction within City of N 7 B negligence of the owner or engineer. Rancho Cucamonga easement or right-of-way. kFOe,-iy S7-eR "'mac' 5� - COURT � S. All grade stakes shall be set by the Contractor or Engineer. Paving STS• �S¢O a,, ,n ST.�3 ef48 46 TYPICAL STREET SECTION PRIVATE ENGINEER'S NOTICES TO CONTRACTORS stakes shall be set at all hinge points, edge of pavement paints 7.0 within 0.01 foot of sub-grade elevation and at not more than SO foot _ intervals. additional paving stakes may be required by City Engineer The existence and approximate location of any underground utilities Or itrve• as needed at warped or vertical curve areas. 81 XTH STREET tures sham on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities or structures except 6. All sever, water, electric, gas, phone or other utility laterals, RIKI Is 7.0 R� r08 IS shorn on these plans. The engineer assumes no liability as to the exact �� o) location of said lines nor for utilities or irrigation lines who locations wins, or crossings shall be constructed prior co paving. C A/C K/) are not shown. the contractor shall be responsible for notifying all utility JI 30J antes riot to work on excavation to de:errrine tract Iota• 7. Compaction tests of embankment construction, trench backfill, com- 33 1/A�/Es o To ,375 and irrigation cor p patting original ground and all sub-grades shall be performed at no tion of all lines affecting this work, whether or not shorn hereon, and for cost to the City of Rancho Cucamonga. A written report with these any darage or protection to these lines. compaction tests shall be submitted to the City Engineer for approval O.S 1 4' 6.5' 22M"1 RO' 7Z-) Z4 . .15 W P. OrO /S � ' ' Q / o prior to the placement of base materials and/or surfacing. D 50 D.2 3' MEET /9T. =OR' ,4 8. LEVEL {it/E_� O.30 ' SMooT,�f ✓O/,v CoN,STfs'UG`TlOrVTFS �,Q S'l�'E�T T�E'EES At the completion of paving. a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to ,4LL 5TRE�T T,P&OS .4.Q� 70 AL!' /W-AA/7xsO A/ A=0,fRAhr-e 1/'1771 verify stability oil content and Gradation of asphalt Paving 7 C17Y sTANVAQn /1_414/9. Q STREET TREE LEGEND 3 A 9. Prior to installation of any paving . a materials report shall be 2 11,2/0R 7ZJ T/JE � C19EvT o� ,4y1'AtAit/IY�G; . //kt�iGl,A?/G'S0/L5 submitted to the City Engineer. Listing all tests or determinations ¢ 2 ST/ZF�T E30;W1f 4L N,4.� 40AeAP0,V AW SAAC1Nls S/ MIN•GRD/✓ Q and sand equivalent of �EpoRT 9,y,¢�.�. �Fr/.P.!//5,U6D TD T.�'.� C/T'Y /,45P�e7ae. AWr UI►'US�,4� SPACE 11EA. completed to verify: Sieve analysis q 71cic/T/� &W,t�7X%-`,err p��/C/�C�Es �,4y aEQd/Rr- ®ACX�iLL �Ga 4oCy�T� CT, Aela4LYP=7ZS R40 6UlN -4D'GtC. 5641. aggregate base. gY TiS/� C,/TY /.f/5PECTdi4. TYPICAL STREET SECTION 3 ALL 57Rs5ET � � S!/B.l�G7' 71,,,(l51�E-�CT,gN ,q/Vp �1�'GEPTiI�t.E'� 5�D 6� ST CAA�JALGY/L�IV 10. paving shall be performed in accordance with R-Value and Pavement tests L Staken to determine structural sections (prior to final plan approval) Al T- S EUCALYPTUS RED 35'0.C. S CAL. 5 7 L/OLD) R06W,5_ GTE'�P ,gVE/l/UE • C 5174E5T 7az�E5 .aeW � � ��.arvT�v �e ��s�/c /,y�oY�.y�jtr�' M/�5 4v�y. 5)DER0YyL0N IRONBARK 5. £�C,AZYPTv-5 T.��e`� 5�4�'/GO A0 -"' e��• s/fie• 11. When improvements are to be placed on native soil which consists o a STf3 5X07. 7Z7 SW-9- 7/ 04 40 rocky material. the sub-grade shall be prepared by removing all rocks 7.0 R= /a8 which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 6 12. If the asphalt concrete is to be placed on sub-grade, a soils starilant 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 ESTIMATED vidth' prior to paving. CONSTRUCTION NOTES QUANTITIES dater" A.C. PAVEMENT ON 4" A.B. 32,485 SF � a= 13. Estimate of quantities is provided by the Engineer only for the con- CONSTRUCT 4 venience of the developer, the contractor shall make his own -urination of construction quantities before submitting a bid. Any CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 301. 194 LF � item of work required by these plans which is not specifically listed 3 43 in the estimate of quantities shall be considered as included in the -CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. NO. 303. 1,351 LF > other items of work. 4' 6.5 VA'P /3• 13" vAR. 27'- 'J _ f� CONSTRUCT 8" A.C. BERM PER CITY STD. NO. 313. 302 LF (3,To vs�le.o"To 5 91To 121 6 CONSTRUCT CROSS GUTTER PER CITY STD. NO. 308. 1,329 SF signs per Cit of Rancho Oucamon a Standard Numbers 401 and 402 /5 LEVEL L/NE 1�CONSTRUCT SIDEWALK PER CITY STD. NO. 310 AND NO. 311. 2,512 SF 14. Street si y g 8a-ADJUST WATER GATE VALVE TO GRADE. 8 EA 15 shall be constructed at each intersection. CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 306. 1,116 SF ® 15 Cit approval of plans does not relieve the developer from responsibility 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. N0. 518. 256 SF Q/ for the correction of error and omission discovered during construction. CONSTRUCT CATCH BASIN PER CITY STD. NO. 502. 3 EA Z 12 CONSTRUCT 36" R.C.P. 1750D w Upon request the required plan revisions shall be promptly submitted to ( ) 44 LF O 7 _, �EfC/ST. PI/M�' I 13 4Pt ; 6 LF Q the City Engineer for approval. 4 2 RvM Y M1N. 0.10 Ov6RLAY 14 INSTALL STREET NAME SIGN PER CITY STD. NO. 401. 1 EAlux:rd free, 15 INSTALL SIGN ON STEEL POST. 12 EA 16. Work site and exterior streets shill be in a neat, cle:n. 16 INSTALL TYPE "L" MARKER PER CITY STD. N0. 403 AND 406. 4 EA 7 H T orderly state, throughout construction. Site shall be cleaned upon 17 CONSTRUCT BARRICADE PER CITY STD. NO. 404. 1 EA -�L-� request of the inspector. TYPICAL STREET SECTION 18 CONSTRUCT 5,800 L STREET LIGHT (TO BE PAID FOR BY DEVELOPER AND 2 EA F- _ INSTALLED BY S.C.E.) (FtEo- 3Ef ST. TREE LEeiENQ}-© N Cr 17. Contac; all Utility Coenoanies as required, (2) working dogs prior to ? in excavation. ,r A/. 7. S. 19 PLANT EUCALYPTUS LEUCOXYLON (WHITE IRONBARK) 15 GAL. PER 18 EAI'_ w ZOLD) IPOC�IEST�iP -9VE-A/UE CONSTRUCTION NOTES FOR STREET TREES HEREON. F- W z t8. The final or surface {ayet of asphaltic concrete roadway pavement shall not be ST,4. 4 -, 541.x-7 TD ST�9. 5 to7•00 © 20 INSTALL SIGN ON ELE�CTROLIER. 2 EA N �= N oc�' placed until all utilities and utility laterals within the roadway have been TS.= 7.0 R= r06 21 PAINT 12" SOLID WHITE BAR. 20 SFU Lam---- 22 PAINT STENCIL MARKING "STOP" PER CALTRANS STD. PLAN A-24C. 44 SF 0 2 installed, all on- site improvements including all gradinghave been completed J� and all unacceptable parkway and roadway improvements are removed and 23 PAINT STENCIL "AHEAD" PER CALTRANS STD. PLAN A-24C. 31 SF © replOced to the satisfaction of the City- Engineer. 24 PAINT 12" WHITE STRIP AND "G" MARKERS PER CITY STD. NO. 406. 30 LF I N D E X M A P Q __ 2S REPAINT 5TRIPINCi AS SHOWN ON PLANS s` N. T. S . fA 1 tJ0 4;;714 L;C1. Exp. ,. ,\t OGD) L/it/EK/ . r. LAVA DE'1/F'LfJl�i4lEr71/T�Scr7GA/ gf,LtibA4 77cW nG ESC/n,; _� 33 REMOVAL_N0799OTE$ __-- Ar 19' 3� 9' --- --- REMOVE EXISTING A.C. BERM 414ol '' /('EY1� KiGfIF = ? ?� s7 ��TEs �,vo �s SST f�StCo B�-- REMOVE EXISTING 24" INLET * 1 EA �� 437/¢ ZX-9W 3-'J1�-0S j 3 �y�, 21C.` /* 2jv ray vR 33 3-Ie ?� //4 i C - - REMOVE INTERFERING PORTION OF EXISTING A.C. Z Exp. 9.3i}. CITY /+y LEVEL UAIED r _ O23 � PAVEMENT 300 SF j 4 DESCRIPTION OF REVISION SATE APPROVED. 7 A.T. Ek S.F. R. R. a OF CA� ��' CITY OF RANCHO CUCAMONGA f _�,F� 4 2 EX/ST/�t/G Pl/M'TALG 577---FrTh'EE5 A 1_R- 7D ,BE PLACED AVACCOPROJECT SITE 15 RD / \ © SiE� ,4Y/SED T2F C'l�iGr'T.' A117-1-145717-)" 57-,0. 6oi W M t F-!. o.to O�/ER AY �f/OT2eS' L�.6:N0 AlAW.,dr YV LL 57;CSF r rREEs 5NA41- BE SrQKED ,a,vO RO/Ny TO C/r/' STD. IDSA. Z Of ALL sreEET T' s 0"AL4 0& Q o f TITLE SHEET TYPICAL STREET SECTION FiR TN cOMMEitlOAT/ON3 OF' AN ONOM/G 5D/LS TH T. 7 ST ,QEGURT ,sNEo ro rNE /ry / E�To,� STREET IMPROVEMENT PLANS - - 7 S ND ST,QEET SHALL B6 Ft EO ti/</E�P� TI+I�' GENIFR o_ N AJ OL�D� iPOC�fESTE�P (/E/V UE OF rs/E THUNK C'LOSE,Q AN T/1�PEE �3') Tv T.yE LIFACE DF«/Q�� UNL ERZ!-.//5,E` NOTES w UJ W STA 3140.00 70 STA. t54.Cv7 G EET T,P�FS NW w � } DR 87-61 SUBJECT TO /,V 5P�G7-SON � _ APPROVED BY: DATE: T S= 7.0 R= (o S iv05 �P7D By �/� En/¢/NFEFZ W D = w = 3 =Z VICINITY MAP CITY ENGINEER R.C.E. No. 22397 O SD/L -r/e7ZZ/Z/ AND COAD/T/o ALL BF /N BENCHMARK o i X Q a= - DESIGN RECOMMENDED ACGOrQDANCE TTN �EC7ZDAl 2r2-�2 THE STA.NOAfh'O L.D. KING, INC. 5,��'c/F!C oN5 FOf� PZ1BL/C klDR/C5 STiQ/1cT/o�v. Railroad Spike in Power Pole U_ NTS C �, L-c ss AMENOMEitITS 5 BE USER If1377304E at the southwest 2151 i o'er., supe lion Dc,A 9� 7--A " .eA7-10 OF- t PART O.gz�ANiC A MINTS Corner of Arrow Route and Ontario,Calif. 91764 DRAWN (714) 988-5492 SHEET 3 PARTS ,IAT/vE So(L-, ALL ARochester Avenue. L OF BE TflOf�DUyNL y M/XEL7 PFZ/OF2 TD BACKFILL. Elevation 1159.890 INSTALS© WALK, ST.L14mr 07-A4ET TReES CHECKED ' R.0 E. NO 21062 DRAWING NO.STbRM I)RAlIV ANI() DELEITE CuR)3 DRAINS Ii• 1"-V/ C. T 96/-04 l (/p_ Not- INSrAILED' (>ER DROo-(c(1_ B LDDC DATE �'�S"�� FILE NO 8-30-88 S... . .... .. --I — .. .>....,.,... .. .. .. _ , -. ;. > 2 7 i y.. . _.. ... .. ,.. ,. .- -_. /i .4F-�j,r1C1 - ..._ <._. _ ---- -_.... . .._>,._ ,-., _1 b.... .t. ..,.... ... ._. ... o. •.......,- .....-.- .«,.... y_ i ..,.. .,.,> ... .. _..._ , __ . ,-> ..... \_ , > .. . X p� Q - . c.� �^ 1 I . t`b NTC oma . 8 �' o Q : f t _ . . o �' -- .�- � . o a a� r . 0 } N \ C10 \ . V1 �. ;_. 1 . __. 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J 4 _ , 0 O �V d v . t0 1 . , . > _. 2 1 1 '� �, < . _ '4. �, e . . : . a� - . . . . . . . v _NOR lZ 40 ' m m� J . , EJUST1AA::_ �RA�E: s __, . Ta Y . . OL D ; , . R ' I t 4 , e . . . , . f . . . [ , < ; . . J _...«._, w .«. ..,.__.._v, .,. _...�.� ..,,.w...�.«,._ -__N_._ .,,,_.�- _..,.._, _ -.l.- .«....... ......... ..«, _c_ _-._...-.,„__-_,««„ .... ,,_,. ... ,,...m. «.,, _ CONSTRUCTION NOTES 1� CONSTRUCT 4" A.C. PAVEMENT ON 4" A.B. 2 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY. 3�-CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 301. DO „_ 4a-CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STO. NO. 303. E 1 40 SCF�L " CUR B R T/V. 5 CONSTRUCT 8 A.C. BERM PER CITY STD. N0. 313. » � 6 CONSTRUCT CROSS GUTTER PER CITY STD. N0. 308. o d = J0 00 00" 10 C41R B RT/V. W a CONSTRUCT SIDEWALK PER CITY STD. NO. 310 AND NO. 311. R= 8.00' W A - 90, 00'00" L= 12.57' W 8o-ADJUST WATER GATE VALVE TO GRADE. R= 8.00' 9 T= 800' 9�-CONSTRUCT DRIVE APPROACH PER CITY STD. N0. 306. L= f2.57' 10 CONSTRUCT LOCAL DEPRESSION PER CITY STO. N0. 518. ti 11 � CONSTRUCT CATCH BASIN PER CITY STD. NO. 502. B � C T= 8.OQ' k W O � 0 12 CONSTRUCT 36" R.C.P. (1750D) ,- y � n 1s �~ w Q F_ caeye DA-r4 Cj h 13 W b� P b ------ - - - 14 INSTALL STREET NAME SIGN PER CITY STD. N0. 401. Q J � r , r- l �� tv V ` �� 3� 0�1 t.. . m 15 INSTALL SIGN ON STEEL POST. � N , �W p 3 i5 1 ,, o 0< PC I J U � p cp to � ie` X00' 00 p (� �' N 16 INSTALL TYPE "L" MARKER PER CITY STD. N0. 403 ANO 406. N m '1 �� V W V h �- _ ioo.g2' m 17 CONSTRUCT BARRICADE PER CITY STD. N0. 404. N % , N � i5 It O 0 /\jam, N O �Q Q p�p 11 � T` 50.43 6 y 18 CONSTRUCT 5,800 L STREET LIGHT (TO BE PAID FOR BY DEVELOPER AND Q 0 Q 0 � r ^ ,r 3, 'I to 0 Z�2 CD t` �N h �J 0 INSTALLED BY S.C.E. N V • 4- V N �L a 'A `.)`(') f8 �0O(' Q n w °� k 'I pp,A 91�- PLANT EUCALYPTUS LEUCOXYLON (WHITE IRONBARK 15 GAL. PER „ . ** u C M <t N � ; '� � � � C r A) � r � r,RppE � CONSTRUCTION NOTES FOR STREET TREES ON SHEET I. N �• ! n r $ o _ - J + _ --►� 20 INSTALL SIGN ON ELECTROLIER• m 0 k C I w• + 0 % � �� q� k �(1 • f'9 1 � �'-1� 21 PAINT 12" SOLID WHITE BAR. .d t V� # � �+ V 7 8 A AJOo•i0' s s"E _ 22 PAINT STENCIL MARKING "STOP" PER CALTRANS STD. PLAN A-24C. d � . '• -� s 23 PAINT STENCIL "AHEAD" PER CALTRANS STD. PLAN A-24C. __ p8 kn � k o C c �� D `�'� "A w 24 PAINT 12" WHITE STRIP ANO "G" MARKERS PER CITY STD. NO. 406. 1 14 7 a (p' D ,s��� p PA1NT � ZYL'P.IPE Tb MMA EX l'T1N6 p, y. R,2 ,�. - -- - - - , S + i2" w t D�nin 4 • . ` - �- O FU El, LIN E ISH/ 8 , TZ S C E `^ 2 , ^4 w �?4_ 2 _- m ��- opo s��i OLD ROCHESTER �,, ♦ �oo•.0 551IME_ AT To sn�oo ✓O��l/ `, AVENUE _� - - -_ - - - - - - --_ ---Cx�- - - l �Z ` �'- r DESCRIPTION OF REVISION DATE PITY O APPROYEO - S W CITY OF RANCHO CUCAMONGA • N do e Q ? $ f_ m Q O + o o Cn STREET IMPROVEMENT PLAN CU/QB CURPVE DA-rA _� CURVE DATr4 1, 7 - _ _ 15 ,o- /1'15/ 'O�" Aa //. 3 / , off„ .e= 4�8.«�' .e= soo. oo' ;t... pQ�pF ESs�pNgl FO R L- ��,/0' L ` '00• �2" ���` GNPs " `�� COLDS ROCHESTER AVENUE T- 48. 2 i' T- �.43' pJ '9�,i c3 0 (n m DR- 87-61 W No. 21062 � APPROVED BY-. DATE' ii . NIoTE : � Exp. 9-30-89 * CITY ENGINEER RC.E. N0. 22397 THE e%1 ST OVERHEAD U'fi L.1'f1ES (115:L.ECOMMUN 1CA-f10N BENCHMARK `fl CfVI�- �� DESIGN RECOMMENDED AND ELE✓C-fR1CAL� ON 'ENE PRc�sECT S(D� O OLD Railroad Spike in Power Pole 9rE ���� ����� L.D. KING, (NC. ROCHE✓SfER AveW E SHALL. 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