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HomeMy WebLinkAbout1241 ARCHIBALD AVENUE WIDENING PROJECT CONSTRUCTION NOTES 1 . Construct 5" A.C. Pavement over 4" Agg. Base. 2a. - Construct 0.10' minumum A.C. Pavement overlay. 3. Construct 8" Curb & 24" Gutter per City Std. No. 303. 4� Construct curvilinear sidewalk per City Std. No. 304.W=5' 5. Construct retaining wall/block wall per LACRo std. 48-03, Type A, e Max. H=4V with metal railing (see Detail Sheet 1 of 2). 6� Saw cut to neat straight edge. RIW 7. Install street light by others (see electrical conduit installation per S.C.E. plan). 8a. - Construct commercial drive approach per City Std. No. 306. 9. Remove existing 3' high block wall . •;�, r 10 Relocate lamp stand with electrical wiring and lamps to 12"x12" Pilaster. Remove ano�RCCot/S{. !Z X IZ~P'/as�Cr► Wi�/i L4r�ps a�olri il�r,�ind�.9/u��Se�• GENERAL NOTES 1 Install 2" P.V.C. sleeve for future landscaping (cap ends)/ 3"cIP/SP 8ieeve I6�_ goulh 40 IOW IWI 12 Relocate existing sprinkler system. �. - `'�h' dY ESTIMATE OF QUANTITIES 1. All work shall be done in accordance with these plans, the City of \hr EQ >E Of R1W Rancho Cucamonga Standards and the Standards Specifications for Public 13 Construct 12"x12" Pilaster per Detail Sheet 1 of 2. �� �t1 . 12,860 S.F. (405 tons) 5" A.C. Pavement works Construction - current edition. Contractor shall be familiar 14 Construct 5' wide Cold Plane. 5 ' '• •- �;;'; 5 2. 12,860 S.F. (276 tons) 4" Agg. Base withan shall e responsible for adherance to these Standards and t- ,Qo„ayrAX.W 411 I 3. 9,002 S.F. (122 tons) 0.10' min. A.C. overlay Specifications. Id Install 4" VCP sewer Lateral per CCWD std. IS `�� Z" 4, 3,505 S.F. Cold Plane 2. All pipelines or substructures of an kind telephone or ower poles, p Rernnve Er.Pcc. I � 5. 1 ,550 S.F. A.C. pavement removal p p y p p p ' ti price_ ' water meters, valves, fire hydrants, etc. shown or not shown on these 6. 568.3 L.F. 8 Curb and 24 Gutter ^ . 'Csf Pee.Ori►e " 7. 3,022 S.F. 5' P.C.C. Sidewalk plans within the right-or-way limits or in adjacent areas where r�. improvement work is to be done shall be removed, relocated or protected 1F Remove&M0116 j o� 8. 628 S.F. Comm. Drive approach in place as required at no cost to the City of Rancho Cucamonga. I "ex. oilaIfer a �a1�Be�w A9- 1 ,884 S.F. Retaining Wall only (Inc. 12" block) 0. 11 EA. 12 x12 Pilaster (above top of Ret. Wall ) 3. Any contractor preforming work on this project shall familiarize him- -fee ;/ 11 . 419 L.F. Metal Railing self with the site and shall be solely responsible for any damage to 12. 1 ,538 S.F. 4" P.C.C. Driveway existing facilities resulting directly or indirectly from his opera- ,.. '•t . �3. 2,432 S.F. P.C.C./A.C. Drive Removot tions, whether or not such facilities are shown on these plans. 14, 83 L.F. 2" P.V.C. Landscaping sleeve (20')/ s"cIP/SP Sleeve C53") 4. A permit shall be obtained from the City of Rancho Cucamonga Engineer- '"' " 15. 4 EA. Relocate Lamp Stand/Electrical Wiring Ing Department prior to any encroachment or construction within City of 8ar'Jar7 .S'1�reCf i 16. L.S. Remove Ex. Block Wall Rancho Cucamonga easement or right-of-way. 6 I 17. L.S. Earthwork 9 s �t 2�--� z' 18. :apo L.F Remove A.C. Dike 5. All grade stakes shall be set by the Contractor or Engineer. Paving ta. 1010 a Y. unclassified Excavation stakes shall be set at all hinge points, edge of pavement points �• w '-/r 20 640 L.F. street Light Conduit Installation w/Pull Boxe Rope. "andhote within 0.01 foot of sub-grade elevation and at not more than 50 foot I 21. Ls Clearing 8 Grubbing intervals. Additional paving stakes may be required by City Engineer I 22. L3 Traffic striping as needed at warped or vertical curve areas. 23• LS Traffic eor,trol s sat" 6. All sewer, water, electric, gas, phone or other utulity laterals, 24. 52 LF 4 VCP Sewer Lateral rZ " mains, or crossings shall be constructed prior to paving. • ex Pee.Dr,' y I . :l: 7. Compaction tests of embankment construction, trench backfill , com- pacting original ground and all sub-grades shall be performed at no 2 1 B" cost to the City of Rancho Cucamonga. A written report with these I 1`1T2 compaction tests shall be submitted to the City Engineer for approval Ex. c4rfbrf Footing Detai/Per• prior to the placement of base materials and/or surfacing. h Q LACRD STD. 48-03, TYPE A. (H=4'8"MAX) 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify stability oil content and gradation of asphalt paving. 9. Prior to installation of any paving, a materials report shall be . submitted to the City Engineer. Listing all tests or determinations completed to verify sieve analysis and sand equivalent of aggregate Lemon Avenue base. 10. Paving shall be performed in accordance with R-Value and Pavement tests ll/ofe: speace Yer�ica/3 x /%2~ taken to determine structural sections (prior to final plan approval ). Tubing Pipe a/ ova/ 0,,M 9 ACMAW „ 11 . 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 T•/v of wall ✓•fees (A&x- i0 D.C.) which protrude above the sub-grade and all voids or depressions shall /O'D.C.rr�ax. /l/o%: Endfs e/'Tgbirg �be�app�or be filled with a fine grade material of a quality better than the native �Ca/e� fo revert,iftrior .��'�i''es,•n material . Pro eef „sere eX�osed(typ• 12. I f the asphalt h / ,Ir, /e P.f,Ae W//" fh.v,,gh0 t) p alt concrete is to be placed on sub-grade, a soils sterilant J Q D. .Bo/t(fyP•)• " " M registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly Sifixapplied at the manufacturers recommended rate for the full pavement - /, y.) � n dow%�Im width prior to paving. ,S 13. Estimate of quantities is provided by the Engineer only for the con- Alf ofe I -,---- p /X/;c%!w4 . veni ence of the developer, the contractor shall make his own deter- Civio ¢ion Trb% o e urination of construction g y CtyP ��,y � ' 3„ �. "� f' quanitities before submitting a bid. An N : 3� . item of work required by these plans which is not specifically listed k �A (�jq - TCe��y-p7 ) 'A�/� in the estimate of quantities shall be considered as included in the h I \1t y✓ (yP) other items of work. .� -- 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer from responsibility J�liyhland Avenue #SeWrin 1 To�vofRefainryN/a// ,� ,• !; S for the correction of error and omission descovered during construction. ewh eel Upon request the required plan revisions shall be promptly'submitted to /t x/t is 5 ,�� the City Engineer for approval . t"' ,;••..,. �e•Q�' /3 �� 16. Work site and exterior streets shall be in a neat, clean, hazard free, i a5 er sa/.i/Grouf Bob/wn o�Re/airi"SWa// h� orderly state, throughout construction. Site shall be cleaned upon All Ca✓/s = request of the inspector. a` _J Top of/roe/ir, ,,eee Pe,;1 aho e As Abd 17. Contact all Utility Companies as required, 48 hours prior to excavation. Mand Rail Ferree Defai/ Sea/C _,�;vffi &iye)vey Q preach-Eas/of t�W Inc. i jbs 11"30-�� JVLO- '� CrrbG'rne DeScriP{ion Of ReYi✓�ior/ �3 CITY OF RANCHO CUCAMONGA MG c� rifle 5h"# fh. 1 9 .S7 vee Cvrr;/inear.�idywlE I 10 /5 Cvrwir�eRr S:AM"& ,3 Qrehiho ld Avenue WIdening RIM, Oland Avg. >o Lamp,-4ve. 00 .CC. , Wa FESS/ APPROVED BY R C.E CITY ENOINEER 4 Exp.Date 1 DESIGN, LINVILLE CIVIL ENGINEERS Recommended, De • W Ne. 2M m K.N.L. LA Hae Comm SURVEYORS INC. Co/nrr�ercia/Dr�yC> rry&P-Mach 7�a/l - � il� 9033 Haven Avenue Suite 100 Cale. l = /0 Erp. 0ffE_� , DRAWN Rancho Cucamonga. 91730 SHEET n * 71 -3922NOTE: not foAaleG.A.C. I of .3 CONTRACTOR SHALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR) , IN l Q� ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS FBF CA1Y CHECKED, �-4 DRAWING NO. AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT JLM/OVA Kenneth N.Llnv{IIeR.C.E.203009/ 00/89 I24 THERETO AT THE TIME THIS CONTRACT IS AWARDED. Date= 6-�¢'8 Flle no., t p I �• tj 97 z $each Mark • Mo. 48 n Chiz. D N W Cor. Conc. 1J �.S`�Cor. .State Nrvy 91.) aNd Amethyst. f%D / i e nom•�� F/ va 493.883 , F �� r /r � �•�� �' ��,�. ' -� :�•` zoo 1!c.' Set71C. •��. � /,7 7-3.09 .=7,6.63Arrfiibald fie. Oppa5bti .t G' v . Ex. hest To of Curd Profile �O f 1-560 W h fS8a1'V �.S80W \ eta. /4t 70_ A �. a Q /S T.62 E/eyntion• S o� o G .W Dc'�• // . , ✓ h, .! y L•-` for /Uo.eS'o. Side of Dwy f/ey3-Sh Ft�� Ex. I Tui.tt X070' A4,CC OF �(• : �� ��� tvN .f/3.i ,vy'�� � k v PrvFi e 7/,r /�t82.I 0- D 1 VR ^ m V o. T4. ''„y /Z"X/Z"Pi/itS�r'�" Wall 1� t� 74. T. _ - • 8' 8MI"' /��o s�¢� �17I5/7eJQ �Ur��s f'ro�/le /• , 2 •�� 3 m Vvlkl� 3. Ti- � N fe:f//P k ti 1 T �t. r� @A•y,► O V A=Actual/ of Ref Wal/on Ab.fiide t\ t 0% ®e IvIoza- 8-Actual let jh of Ref Wo/l on.So.Side PNY. Ooh Top of Wall t h ' �h ! i �, �► Pro%/!e o� le"x/ZyP.'/�fcr a ��4=8�/ Ns 4, .fo 3 �" N I e Profile r�9d'f°.1i rfiiba/�/I ve. Q`�`,-11 .5 o 3 pti m 1, �i-� /* Zo'rc. 2o'�c. X/t"P//as Ex.Prof// ® T 1. �� N� r"fh A e Ma 11 H=4-o' b h Pra{ile o Ex.Easf T.�C'Profi,(e r, t; > �' N_ I` �-� Pru o5ed East• •m o- rw. (�/•3� l5�4�' , _ ; � � 570 o/o of Curb % � • 80 � � � • 1580E /31�0� � � /5.80 Pra /le 3' °� �► 7a 3eYo t7,p Foie of l o t t\m )an.t9. 5"/e o Ci �� 1L rop of tV Foo/in9 v ftItrj' • i 0 �d••� n ao Profi'!e � o.'s • 78•G+STf _ J L'• �� A� m �0 Pro k Profi l� ;, � r �• EX. Ea6l T.e 0flle l�-¢ 3a/7.` o ` Profile Scales "��` ^ r oo1G ' H=2 o Profi/eca/e o _A\ ►� " i ti =2-B . /a_Z' /7`-4"' Yerf • / = 4 ^ � 18'-8" my�" 3 e-8" /z= Yert. • / -Z H= _ Zo /s 14 /5 lZ /7 /8 M ' 19 20 Z! ZZ 09 w Arch;baldAven � 3 Q a M _ X 1 l5r.6 ARN. v /4 /.S li M Ji r .17111 / So - - - - CO Vv 14 Xr P AiG. } / P Fx•W4' fx w v fv I '1 I . e'w exist Q % I ;,- A `/�, © 2"W feis 1. iy9� ` `7 /4 �! 1 1T'L O O I/ O 8��w �fO� tj OJte •� `l!' �} '(. ..I C.7 ff'iV (,��..�[jT'�}p}Y.'�J � • � b� � 0"W rrrPicAc =7.83' iP�7•S3 •7. s7.6 '77---v VVV 1 R -GT.E. 2" ro be a6amtbne� M ' 11 /3 4 11 5 /Z lD M /0 ;; 5 c �/ � l3 7 �� 0 � Y� Cons4"PC.c. 5 ,: I 7 �+ 5 Co„sf 4" `� ti �3 V -'c > ^ N a� V > .� a 7 F �� v t Dri✓c a u �, w $ En Ref P.C.G.Dy:,e It Y �� 5ee .Sheet /aft for Seneml Notes h ti � See f�v�%/e amort' ( a u o G Yvall See Pref/e �, a� o v ViN' V Ma , Nand Rail fence an( u �Qi /►f o �e C abo✓G Rfit 1,' °2 o�p k 7 '�►. ,� ap ►� � t ��� ^� t` v� � N � tin 9 k� ,� 9 M � �� l7�tvi �.b P/lasfer Oetall, CDlfm-Ap J"Oach •.��� Deia/l and Estimate of quantifies. h V I •� `�� v a h 8b�� 1v• ' � 1k, -;3 �c� �� ti:x a� � - .•� \\ �kq 4 j-T \q TtiN 8 '�: i Lin wle-C.f S. _ A.P.N. 2o/-tiff-4/ ,� $� ,�� 8 l3 l3 13 '� '� ' 1� Sovlh Dr;ver✓a APprmcfi-Eas/ofR,/ft/ Lia• �/ bd 1130 �� 1fYt�- �' A•P/V. 2oi-2M-03 CONSTRUCTION NOTES C, y Description Of iPe ri9ion Gbfe Appro,�d W y �t� See Detail "A" aA Bohm A9/i,� 1 . Construct 5" � A.C. Pavement over V Agg. Base._ ZO. -- Construct 0.10 minumum A.C. Pavement overlay. �or .S/o e Gradir� From a 3. Construct 8" Curb b 24" Gutter per City Std. No. 303. CITY OF RANCHO C U C A M 0 N G A /¢f 9�t0 Construct curvilinear sidewalk per City Std. No. 304. W-5' 5 Construct retaining wall/block wall per LACRD 48-03, Type A PLAN AND PROFILE Max. H=4'e; with metal railing (see Detail Sheet 1 of 2). Jng ¢� J/ar•. 6. Saw cut to neat straight edge. 7. Install street light by others (see electrical conduit installation Archibald Avenue Widen ' / 8/�ax• per S.C.E. plan) . 8' 8' f�•oYio'G r P:/ 8. Construct commercial drive approach per City Std. No. 306. w-/s'(s aDblbulS/,er�/eft). Ni9/i/crr�� Ave. �o Lernor�/IYG. /-S/o eH�t" 9. Remove existing 3' high block wall . 6e 0.23 fo, P- -4 � ='� 0 Relocate lamp stand with electrical wiring and lamps to 12"x12" Pilaster. oa, I"'- East ace of /Pe ./�i//. � _ L=J- SIoP 1 Install 2" P.Y.C. sleeve for future landscaping (cap ends), / a"CIP/SP SLEEVE Tt 2 Relocate existing sprinkler system. 00 A�000 �L�S/0 - DATES 0 Q N r NAPPROVED 8Y L 3 Construct 12"x12" Pilaster per Detail Sheet 1 of 2. U. R.C.E I Ex.A.C. P6 0w/ '¢ -A p �Q� ��a� ti`s CITY ENGINEE Exp.Daty Gf..x.C.��. Z � �a.•.D.�tO; °` 11 II rr 14 Construct 5 wide Cold Plane. � •� � y fa 0.26 (o / 5 �eTa/l I I �� � DESIGNS LINVIL CIVIL ENGINEERS Recommended' 0 15 Install 4" VCP sewer Lateral per CCWD std. 1'S C� Z K.N L LAND SURVEYORS INC. n0� f0 scale W Ne. 20300 m Haven Commerce Center �<<, TPiCCl/ .See�iorr „oRs Haven Avenue Suite loo 9,0,yC Z/b;ygr50 * ExP. DATE 9/30/ DRAWN Rancho Cucamonga. CA 91X30 SHEET � pu1 sta>►•aeu Z ��qr C1VI . Q�`� G.A.C. OF �� •fie F OF Ct1L�F� CHECKED,. 9t• DRAWING NO. Kenneth N.Linville R.C.E.20300ExQ. ats I��' JL M/GVA Dater 6-i4-tom le no.� VEFee DF �.kL'F 9t q�� 'ff OWY 351d o Z -a-w r n Q ly qJ QA. -al" arw" -Pupa , 33 n-/1'f b -l"Y F© , O/ .4.7 -1"7 -u+Wvu .Z7tSL...T0l� �F, °C2A , QS / f-y/ 3 51 SLS 01-;► 3`�S[..7 p t� �� S LF 01 m - 40� - - - - -- - - - - - - -- - - - ,� �mg n Mm C75 *,os .c� 3 ! v Z LIZ.)(3 ZSL I Z 3� Lil IF A3 --wZv cL4a /M �77a,:� ,S8 - Z QS/ -°bl '.��� ,cot sZ� Ty Otp,7, -C VAar S/ 1