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HomeMy WebLinkAbout1129CONSTRUCTION NOTES ---- Construct 811 curb and 24" glitter per City Std. No. 303• • 4" bake per Cit (D -Construct �► A. C . pavement over egg. p y Std. No. 201. 3. -- Construct 0.101 A.C. overlay per -City Std. No. 201. Remove existing A.C. surface. 3. -M- -- Saw cut to neat $ straight edge. . ►. Remove existing tree. 7. Construct 21 A.C• feather to join* &Construct drive approach per City Std. No. 303 (W I Construct P.C.C. sidewalk per City Std. leo. 310. AConstruct block veto wall per detailthis sheet, Prof Ile 1#0 and detalls "W' and IWO Sleet 3. , 11 Construct catch basin No. 1 per City Std. No. 502 with log:* depo per city Std* No. 518 ( 41)# , 2 Construct 1811 N.C.P. (1500-wWo n 3 Construct 24 R.C.P. (1500--t-D) 4 sections beveled one e end along 371 radius. 14. Construct 24" R.C.P. (1500-wD)o 9 "BOO per Cit StdRo5 39 h �► 5.619: A � 500, 5. Construct juncts set. �3 p y . . s C :. 4' 101# 16 Construct 24" R.C.P. (1500 -a -D) 41 sections beveled both ends along 231 radius. 11 Construct variable A.C. overlay. 8 . y r DELETED. s}s 39 ----Adjust exist,. sewer manhole to grade. Bench Mark No 4$Now .._ . • ' drain structure to rade as «► M 2Q Adjust exist. storms dr 8 Chf � N.W. C. Conce D/W, . E. C. directed by engineer. Stat* wry, (19th St.) and amethyst E1 evat1 o i 1493.883. 21. Adjust exis. storm drain structure to grade and mod. for installing N.V. frame and cover per City S d 5I2 directed b the engineer. t . as 3r 22 Construct 9i ewalk ramp per Caltrans Std. ,No. P3, -- Construct sidewalk ramp per City Std. 310. . 24 Install street 11gbt s as shown br others 25 Install 2 pipe i n .sleeve (for future lAndsc p 9) . Ill 4 Me r Prl,15h 'r cao, .'Veld :111121 11112,` 40 otrw) ►� .' a ttf rvre s ¢r afA ExrAVArl $ 8ACKfILL TR.VVW /N ACCOROANCI *Yrli cxvr AwLtF"i�RNlA rDisom ComPA1YY {sC11 ,QUA RO-1 P'C,i # W 110 r . L,aTAW OF PW CONOVIrt RAWHOLfs AIVO P41LL a'. (INSTALLArlOd CW SrREEr LIWINS AACILMICS AW C46tf W ea` . 28 .Instar] A.C. sera per City Std. 313 2 Construct A*C9 Driveway Apron iia ri 3tJ Ro � � ,� -Excavation o y ` 0 ARCHIBALD AVENUE IMPROVEMENT PROJECT IA�ofn.Ca or�1.//af r adv avxoMaterials A41A r;r ts, Steell ASTM A 615 o*"aG. Slock: ASTM Grade C40 Lightweight Grout 1 2404 PSI ! 28 Days • �01�^' �wd'"'�a Concretes 2000 PSI Q 28 Days Note : Contractor shall verify conditions as shown and notify engineer of any ��'�C�• ! _ discrepancies. ..�'ae ,Shead 4 0 4 foe 0;50;0y and ,Siripi:� of Pry, ja�� ��� srrad o Stales V a 21 *Nate s The last twofeet of wall 4-oletion,ghei ht are subject to at the discretion of the home owner. See detail "W' Sht..3 of 4. 9ttr"AA&i w ESTIMATE OF QUANTITIES GENERAL NOTES see .� 8 � o�� 1. Clearing and grubbing L.S. 1. All work shall be done in accordance with these plane, the City of 'Rancho Cucamonga *01Poar' � i'�irl� standards and the Standard Specifications for Public Works Construction -we1985 edltlon. 2. 8" curb and 24" Buttes 29411.9 E:•t• Contractor shall be familiar vitb apd shall be responsible for adhdranc4 to tbess standards and specifications. ' 3. P.C.C. sidewalk (Tac. ped. rainy) 10 847 li.t. T. All pipelines or substructures of any kind* telephone or power poleax water meters, 4. P.C.G. drive approach (Inc. dip. curb valves, fire hydrants, ete.# shown or not shown on these plans within the right of +sy I � ON) 239 S.tt limits or in adjacent ares wheis improvement work is to be done shall be removed, relocated or protected in place sa required at no cost to the City of Rancho Cucamonga. !y S.. Asphalt concrete pav2,015 .�TOO 3. Any contractor performing work on this project shall familiarize himself with the site A �e�� �pe�� � 6. Crushed egg. bass (8�•,65�1�'S.F'.} 1,745 �• � and shall be solely responsible for any damage to existing facilities resulting directly �ri�GalTrx ��L or indirectly from his operation, whether or not such facilities are shows on these 7. Asphalt concrete overly 23.107 Q.T. (234) Too plans. 8. Asphalt pavement cold planning 3,882 S.l. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department r I prior to any eocroacimeut or construction within City of Rancho Cucamonga easement or r � � 9. Retaining wall 122 L.l. right -of -vat. I�ll rads stakes to be set b the surveyor provided by the Cit Pavan stakes shall � 1p. A.C.1�CDriveway Apron (550 $.F..) 1Q� Tori 3• 8 Y y p y• g be set at all hinge points, edge of pavement points within 0.01 toot of sub -grade 11. Traffic striping L.J. elevation and at not more than 54 foot intervals: Additional paving stakes may be required by city engineer as needed at warped or vertical curve areas. .12.1 Roadway excavation %' Is 4 TO; C.Y. 6. All sewer, water, electrical, gas, phony or other utility lsterala, mains, oT crossings 13. Roadway embankment 2*430 Colo. shall be constructed prior to paving. 14. Signal loops L.3. 7. Compaction tests of embankment construction, trench backfill, compacting original l ground and all sub -grades shall be performed by the City of Rancho Cucamonga. Rs -tests 15. Adj. S.K.S. to grad . 3 !a. due to compaction failure shall be paid for by the contractor. 16. •Adj. S.D. sty. to Breda 2 fit. 8. When improvements are to be placed on native soil which consists of s rocky material. the sub -grads shall be prepared by removing all rocks which protrude above the sub -grads • I I7. Adj. S.D. atr. to Breda and, sode for and all voids or depressions shall be Tilled with a tins grads material of s quality frame and cover 1 Es* better than the native material. t 18. 18" reinforced concrete pips 31 L.l. 4. If the asphalt concrete is to be placed on sub -grade, a soils sterilaat registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer 19. 24" reinforced concrete pips 145 L.l* recommended rats for the lull pavement width prior to paving. 20. Catch basin Z Sao 10. Estimate of quantities is provided by the engineer only for the convenience of the City • I for bidding purposes. The contractor shall make his own determination of con"structiar. Laops �o d j 21e, Junction Structure 1 Ea. quantities befato submitting such bids. Any item of work required by these plass which is not specifically listed in the estimate of quantities shall be considered as included Fy 22. Asphalt concrete pavement removal 53,746 S.l* in the other items of work. r 23. Remove ex. tress L.3. 11. Street signs per Cit? of Rancho Cucamonga Standard Numbers 401 and 401 shall be construct* at each Intersection* orderly stats 2�. Streetlight (9-4800L$ S-9SOOL) By omen 12 Ea. .12. Work site and exterior streets shall be in a neat, clean, hazard free, r y 250 2" pipe in sleeve 175 LF throughout construction. Sits shall be cleaned upon request of th8 inspector. 455. � ��` 'e � � 26. A.C. Bern . � _ L. �i 13. Contact all utility companies as required 48 hours prior to excavation* le �V 27. 5t. Lt. Conduit, Nard N�3 ode � 2,8�l.F. Pull Rope Installation 14. one Twain of traffic shall be maintained in each direction at all times. v V ` X,4 15. Prior to work in 19th Serest intersection, a construction permft and project � I coordination shall be obtained from the Stats of California Depastmeat of Traasportstiou for workings within a Stats highway. ` t �: 16 . All 4f.t�ado � !7. D�,9e�/ or dB�r yea! G/�c�rits/ {'au/�ies smell be in�.ned�'af�r rs�Q���is kirk a�no c'aS/� � /8. Ae�p/e�e sed e�'re0roduci6le ",4�•Bj� � eliqn4 l d. �eeled As ✓'r�wn or fv// R4r4pAcr*e*4v*i1 Sha/1 be P"rlded ' f'ei" a� 71x� Ji yVit! Z��i"f. o a/s! � 2 ea/ }.�.s E/e frit l Ins Cdr o�ia,V e np f��ec+� 7e,41ra. i�-'Tor /a 6-1400l�ig off' 4&.... ar7d 72.yrs �r�or �0 5! ,a� /ooh A4.6 h� 14ano 060 VIM ��'� '�6tn,�t Ri � �' (,y✓ // 6e or it �n/�nce anal .5��an�•alard ,�jveclr�lca�i��c� o���3e S�af+� a{�C��ir•�G� r�1900 *411/UeGG35Ar�/ A/ork shall he. done aJ� no Exper:Od {► //;d e . � �� �• � •� �: Ex�eh41 �5'/gWa/ 690^10*1 /o me 10C411,01? mew 4004101;111111 r f . # ��` 4%6- - Q .Pefa�ace Looe f%�ec�o�" f'er Ca/�r4n9 �far�dar�s� � G*�r�ared ins �5e Gvops 11.0441V Allwil .%�,�v Crossl414%E , 0Ar ► Akr✓ GoV De1e4A,3ryv11% Pv//BoX Per e411o#W0.0 .514A04410. ��Th`r��3���a ���,�L• l,e/�,7os t �' �/orer7�Q►�sCs•e Cr,1� 2d4M."' • GEms• LloTo/�i��Oee1i'ou"v , fn .eca . offs A dl U "-won* SAW60000 00 low -Join L_J t.._� L_J L `/ � no 1P 93.46 1493.54 TC _ ¢� �30 14TC dtl��i/ � � MATCH /�Q fGv • tRav�e �D� �4 ►� j1f. 2000 m - -. 1493.80 SW • �' _ - - - - - - - N. �a9a.s� sw Ca/fi�ans �f�r�urara� P/ctrl i"�2 uTr�a��iC COrr�rOf J�Or � 1?49�Q// ATG (ELEC BOX} � o - Lame �/V•�ur� on �t�lv/fi/ane CorrYe�fiorra/ �/f hwa � iW 1493.7 EX L A / L a �� /9�• i naAlvd1fle-a ions ' IVI o MATCH %'1I �!! (/ .�l,�vrayrrr G �i �P C% 0�� � 1. 35 0 0 0 0\ 1494.00 FL �� V L/ !� QfG/ I7Y�.GlI �L/ ��i �Q"i � ,� . Fi' i�r • .��erse�fia� P v1 Qf CA�. . � . �'fr e� ,fir ,. � - - 4.2 � MATCH EX. , ✓„E'�u N � 1493.68 SW # t0.1' RETAINING CURB _ VO �X/��/%y � �C .�ca/e: / ZD . q, _ MATO_ AS NECESSARY � 6NIO O'�' Slf Cw^�b Y E,rI.JS.S 1493.86 SW 1493.93 SW Z PRIOR TO START OF V ATG (SIGN) � .. � NOTE: CONSTRUCTION CONTRACTOR C w••. G�'O TO ARRANGE A MEETING \ ��� l�ro �-J .sw'� CONTRACTOR SHALL POSSESS A CLASS A LICENSE, (GENERAL ENGINEERING CONTRACTOR)# WITH CIN INSPECTOR. SAW IN ACCORDANCE WITH THE PROYISIQNS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA CUT DEPRESSION OR FULL � BUSINESS AND PROFESSIONS CODE* SECTION 7000 ET SEQ) AND RULES AND REGULATIONS « REMOVAL AND REPLACEMENT � 3.y�so SUBJECT TO CITY INSPECTOR MO�i +��trt�ta ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED* DETAIL "A" 1"=10 1 35 CONSTRUCT NEW ACCESS RAMP DRC2011-00240 RE,V. 11-16-11 CITY OF RANGi10 CU-CAMONGA-- Title Sheet And Signal Modifications From Nineteenth St., To Highland Ave., . Street Rea lignment Q= 7 APPROVED 8Y CITY lNQINEEAe e DESIGN:M-1 IIIII M____ -0 .N. DRAWN:- ?If1 S�HEAT�, G:A*c9 WIN=o? OWN& ,�`�GNECKEDt "WallDRAWING NQ. .' Kennoih N. Unriii• .Qa R.G.E.Z4300Ex t � � .0 0/84 87 9/�0/8� am- -1 Date= ale no! stegreG Loh." low NI 17 IL ..... ?w 41- -dr r -0- v~ wv -r: . ....... .. ... ..... ...... -:7. . .. ...... 0 J10 74 .0 (A . ....... ... 4 t 14 I i I . I 1 1 .... . ... ...... 10 - K- 11, me I! sow ... ...... . ... .... . .. ..... .. ......... ... ..... . ...... ... ..... ... oiop 4 t 0 F........ ......... . ....... ...... .. .... 40 ...... .... .. ...... 7 7 1% - ...... ......... ........ 0000 -.00 14W. AV - IF 01 r .... ...... ...... v0.vWk%* OWN00. do -#Wk. .4VdWb qN. weo* t...... 000 + Moe W I rm W"19 ..4 ..... ...... 1cof 10; es 041 ... . ... ....... \9I .4 M I . ..... ... ..... .. ....... ......... 0 v 4t top A rp ve eo r-14747 X INV -r- 'V A) R .. .. ....... ...... M . . . ........ . ... ...... v 4r >7171 00 00 'I - AIIIlf .... ... . ..... ...... ...... ....... ........ .. .... J` 4y ee.1 tk Amoo �(/'X I A -D -4 - A 411 70 VQ% t �kl% J t U L% x V400 e6o woo' Boom- """v ff _ 4P % UP As ]::'Xff A 1b X "i -W a dr ......... ;F A "POO "p -a".0 + oo" % A 01 d60 tc 6A. ir 00, W 40� .0NOW."WROW -00 Manama SEE DETAIL "A ON SHEET 1 ze" rc AIt 40 C 69670 #ale IM2014 41yee civ MOO#. OF -pZICrION N07e%6 .4rair !6r1?eerrA Fe4 ff� F W// saycle-el Ile .6 ale 60/. ehall &Avs)vh;�w alid - 4 A 014 pw A izol 0674040 _dO Pogo if 4Z 0149 gal C)C aol �:T* 0 - OF WIN e. A ;otp - 0-.00 LAO *4 4. /YO' i6lnm�l ol */Owe 9 4,92AIM 10 JA M4 1 7' 4 -11-10-- 41 Sam 0-004 4% 41! V 41 fqlw .1 F%O** V-0- 0-00%% *"ARM. Me ft owoft"111' �r -7 ...... 8&7MMark No, N. W C. COil 0. P/W G WZ d -1. 04 Wv (/�q 1A and Ave //1 !2 e) 10 ...... 14t2 . ...... Ele Ya 7 1.-.7. eiv low �.-- lb V1 MAC K040911ee .. ...... ....... ..... .. rz. .. .... ....... ... ..... . 41W 000, .... ....... 0I T 51 J ...... ........ 14 ... ...... J er ... _�r . ... . ..... L* 0 f �ve Qr W 500 74 M! 7 f i? ...... .... PW F, ' ...... .... .. .... ... ... A A .. .... ... ....... FS hta 16�e s0ee 4 so Mole i X elly* dr I d - - *4 0 # K 4FAdAt A(# ro Rq -.0 op FROM POL ro ego to *YAP IVY OP Ile CO3 Nunn oft" -110 IIA III __ 4-�; 1 -\ k vs 041 oo 4 oc CIO ro 10611;Aj F T L T k*4, tole tq J+d M P,enue, 90, si eirow #0 'ode rO At AS * e. 40 01A ir L 387.991 L a 1-4 T 19 4 2 7 T a 35*291 Nole 1v**c4 4r Par Y4 14 r4 f; �i 2. R 3v03 R a 35*00* �!ee 5hee RIM, 7 30' 000 890 401 32* 0;1 log 1-01 to L z 3979411 L a 54 a 74' bi?e "ee /.I. a;* oleo T = 198-99' T * 34.80' CITY- OF RANCHO CUCAMONGA PLAN ANO PROFILE co-14:51TRUCTIOS WMIS KIM sy, W -00I �11 1� -, . - - t' Construtt curU aP4 14" autur per city Std, go* 3030 CoAstruct 0 A.C. pavomeat over 40 sop base per City Std. go. 201. now FES A C' I ALD AVENUE. II �00- J reA.:7'vff J A is I 3v Cqnst.ruet 0*10* A*C* Qvtvla� per city st4* So*' 0 . '14r - IL rom neteent ig an ve* 90 sawcut t* neat# straftht edg?e Street ea ignment No, 10104 -m 01 -N- In ;P -30 Rp Uzoev 114 91 Coastr4c% ?X9C* side-dialk For Oty.Std# No* 310* M. D'h 1 AP)"w ROV 9 0 BY if * i?. c - 9 Adjust exist* sewte sr;Anhole.to grad** 4 - Z . eXA, P4 A i /*�4010 05 CITY 20 Adjust exist# st*ts 4141* structuse to &gad* 40 difett*4 Skeet. I by vn v Its IDESIGN; 3. Construtt Wevalk ramp per City Std*'1*40* 310a F CA sna'n't cr 'k ' W - CONSTRUCT NEW ACCESS RAMP DRC2011-06240 REV.:,i 11-16-11. am - 10 le. OWN"- W.W� ft"Now "M . 0 A. tv I .4 tustall sttt*t 11SMS a$ showao 11"47k, R"4 suite In 5 tiqlalt V pipe in 8144vo (for futu.14 14;XdSt#PLvg)0 REVI SION 1 $4- OF ORAWNA 40 "W'qu'rpo . 0 � I . ,OV40POVO Meer rM Fov 0/ EXA301f 3 OACATILL WI.W.4 IN ACC*,?,0ANCf writ A 0 it SCUrriZ&V CALIACANA MXV COAVAAW WE) Sr,4h='?O$ /-0?' 10.0" i . rb. I &V$rAL1.#ViaV Oe Felt Ca"A.Vir, HAV:ifOLf, AW AILL RCo*.O.. -Apple 011AWINO NO Misloommm"a I. coNsrfivor UNAFRSI"wAur DRAN PElf Cl rY SM 506-Rev*10-14411-.41 (OVAUAnay oo smerr vs�yrvvs fAclurej ANO CAar ro�f�. Koiin*th N. Unvills R.C.E.20300 EXO.Daie /30/89 A LK Pm vr Y M $04, ft W SIO 9 N 19-1-8.1 c0N3rRVC4r P.C.O. CURMINEAR SIDEW or f7 awnfiwr Pce mve APPRoAcH Pw c/ rY sro. xF Rev. 9,/tf &P 9 ____ at/ 0 Is 660 ITA Date: *0 File no. A i -a A"" * A"& Aft 4", A" Pow mom Now Sam 0-004 4% 41! V 41 fqlw .1 F%O** V-0- 0-00%% *"ARM. Me ft owoft"111' �r -7 ...... 8&7MMark No, N. W C. COil 0. P/W G WZ d -1. 04 Wv (/�q 1A and Ave //1 !2 e) 10 ...... 14t2 . ...... Ele Ya 7 1.-.7. eiv low �.-- lb V1 MAC K040911ee .. ...... ....... ..... .. rz. .. .... ....... ... ..... . 41W 000, .... ....... 0I T 51 J ...... ........ 14 ... ...... J er ... _�r . ... . ..... L* 0 f �ve Qr W 500 74 M! 7 f i? ...... .... PW F, ' ...... .... .. .... ... ... A A .. .... ... ....... FS hta 16�e s0ee 4 so Mole i X elly* dr I d - - *4 0 # K 4FAdAt A(# ro Rq -.0 op FROM POL ro ego to *YAP IVY OP Ile CO3 Nunn oft" -110 IIA III __ 4-�; 1 -\ k vs 041 oo 4 oc CIO ro 10611;Aj F T L T k*4, tole tq J+d M P,enue, 90, si eirow #0 'ode rO At AS * e. 40 01A ir L 387.991 L a 1-4 T 19 4 2 7 T a 35*291 Nole 1v**c4 4r Par Y4 14 r4 f; �i 2. R 3v03 R a 35*00* �!ee 5hee RIM, 7 30' 000 890 401 32* 0;1 log 1-01 to L z 3979411 L a 54 a 74' bi?e "ee /.I. a;* oleo T = 198-99' T * 34.80' CITY- OF RANCHO CUCAMONGA PLAN ANO PROFILE co-14:51TRUCTIOS WMIS KIM sy, W -00I �11 1� -, . - - t' Construtt curU aP4 14" autur per city Std, go* 3030 CoAstruct 0 A.C. pavomeat over 40 sop base per City Std. go. 201. now FES A C' I ALD AVENUE. II �00- J reA.:7'vff J A is I 3v Cqnst.ruet 0*10* A*C* Qvtvla� per city st4* So*' 0 . '14r - IL rom neteent ig an ve* 90 sawcut t* neat# straftht edg?e Street ea ignment No, 10104 -m 01 -N- In ;P -30 Rp Uzoev 114 91 Coastr4c% ?X9C* side-dialk For Oty.Std# No* 310* M. D'h 1 AP)"w ROV 9 0 BY if * i?. c - 9 Adjust exist* sewte sr;Anhole.to grad** 4 - Z . eXA, P4 A i /*�4010 05 CITY 20 Adjust exist# st*ts 4141* structuse to &gad* 40 difett*4 Skeet. I by vn v Its IDESIGN; 3. Construtt Wevalk ramp per City Std*'1*40* 310a F CA sna'n't cr 'k ' W - CONSTRUCT NEW ACCESS RAMP DRC2011-06240 REV.:,i 11-16-11. am - 10 le. OWN"- W.W� ft"Now "M . 0 A. tv I .4 tustall sttt*t 11SMS a$ showao 11"47k, R"4 suite In 5 tiqlalt V pipe in 8144vo (for futu.14 14;XdSt#PLvg)0 REVI SION 1 $4- OF ORAWNA 40 "W'qu'rpo . 0 � I . ,OV40POVO Meer rM Fov 0/ EXA301f 3 OACATILL WI.W.4 IN ACC*,?,0ANCf writ A 0 it SCUrriZ&V CALIACANA MXV COAVAAW WE) Sr,4h='?O$ /-0?' 10.0" i . rb. I &V$rAL1.#ViaV Oe Felt Ca"A.Vir, HAV:ifOLf, AW AILL RCo*.O.. -Apple 011AWINO NO Misloommm"a I. coNsrfivor UNAFRSI"wAur DRAN PElf Cl rY SM 506-Rev*10-14411-.41 (OVAUAnay oo smerr vs�yrvvs fAclurej ANO CAar ro�f�. Koiin*th N. Unvills R.C.E.20300 EXO.Daie /30/89 A LK Pm vr Y M $04, ft W SIO 9 N 19-1-8.1 c0N3rRVC4r P.C.O. CURMINEAR SIDEW or f7 awnfiwr Pce mve APPRoAcH Pw c/ rY sro. xF Rev. 9,/tf &P 9 ____ at/ 0 Is 660 ITA Date: *0 File no. A i -a A"" * A"& Aft 4", A" Pow mom x /A %N #ole 0,/X ewenr ot $1 Q MV571PUCA140N N6772676 are IC7,620 01670::7d - AI lot'' or 00✓5B 476,0a-C7XI97111 to hav" 741 -W -q ShallAC jCeV- 117C IC Cc7,WMCW 1/s Air .4 /yo alr(rel Ime -6hall L- C /,0�5107- 4717el C?CZ� M:5, 20Z 16keCt - 9fiVc/' Mee V/ZC Qty 610aaw 387.99' 194.27' AM, 'S �0� u C2, R 310036.00' R o at� h Typl,-,a h6edlon -Arehihala'Aenoe to rt �r -,5/5. 5,OD 71 :,-;Ta - 11"39 not Ito sca/� lel. 4/ a. I I- ,f- 0 90 I1) 141 4 f :X L T = 387.99' 194.27' AM, 'S 141 4 :X L T = 387.99' 194.27' L - T - 55.26' 35.29' �0� u C2, R 310036.00' R o 35.00' 6- P 30' 00" A a 89' 40' 32* L = 397.41' L - 'r 54.78' T 198.99' = 34.80' �s -4 OW1 0:41 4 0.00' PLAN AND PROFILE CONSTRUCTiON NOTES Construct $,* curb and 24" gutter per City Std, No. 303. FESS 'V Cvrstruct 4' A.C. pavement over 4" ago. base per City Std. No. 201. 1(�� Conaticuct 0.10' A.C. oyerlsy per City Std. No'. 201. ARCHIBALD AVENUE. T C3 Remove existing A -C. surface. from Nineteenth St. 9 Highland Ave. (D - ys Sawcut to neat, straight edg?. Street Realignment �J -tewva Watios tree. $0.20WO 0 ZX17d: -/ 6 Construct P.C.C. sidewalk pot Cit I Std. No. 310. Lw0A1F.2---108?- * APPROVED BY 0, ro V -0 Ira-- —6 V 9 9 /0 91a -5 foo Adjust exist. sewer Z�Iahol* �to trade. i irt ON (31 N E Lt R. 'al/d �D- =AI16y��l -- Adjust exist. stores drain structure to grade &a directed by tngineer. civic DESIGN: LINVILLE (23 Construct sidevalk raxp per City Std. No. 310. F Cg civil znvncirr WS =I sunqv"s 17w. K. N. L. (5)24 .—Install street lights as shown. . -- ' PU3 Base Sas Road. Suite 1A &/ / pips in sleeve (for futute Isadscapirt) REVISIONI .9-1- 07 DRAWN: D @ 4RW 101,1181 f FF Rex 3 SACArlit. 71.,CA�Y VV ACCOi�,�AM:.f wir4 0. 1 G. A. C. 0 -/ SOJTnERY CALJO,�.V,A E,iISOY -0A.1i1A.VY (s,:C) SrA1*4.1?0S fli? riir warAuArlay co"Fil: covvulr, HAIV:HOLf, AVO POLL Rt;Pe. CIIECKIED: DRAWING no. 4 33 commuor UNDERSIDEWALK DRAIN PER CITY SM. 506.RovIO-14-871- (0$,'ALLATYC�V C*O $71?fft &I�HMS fACILIrt; ANO CA6,t.1 rO PC Ksi�neih N. LinvIlls R. .x,20300 Ex .Date coNsrRucr PCC owe Appl?vAcH I PER CITY sm. jes v CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER CITYfukN/SnEO 9Y` S.C.)' STUt 304. REVISION' 9-1-81 R6 9L /.17- 67 & 0 6560 S.F. Date: File Ow9 ns c; y f Rana, fo Cacainor� ya I Ar Coasf of JMel V-- h �f �l - -- + / for A. C. Dyer o/ ceZe , of � LoP ef'ecfurs t>< Z, �laeo . T ica l ,Ethan - Arcliihalde4yetwe- •ram �51a. 67" OD /0 91a . //A59 /sof /a 5caI6 L = 381.99' T = 194.21' u 2� R = 3,036.00' a p = P 30' 00" L = 391.41' T = 198.99' L = 55.26' T = 35.29' 4�. R = 35.00' p = 89° 40' 32" L = 54.18' T = 34.80' r BenchMark : No. 48 C 71z''o" N - WC. Colic. 01W,5&56' State Nwy (/9` 'st) and Amelhysf Elevafio�: /493.883" feo'w NN 0' To Nole • N sr, IT ee 5hee>` 4 ,Por wad anal �C�1P�'QI /Ud71e5. ¢� DS� o?� � B' 2B' � �0•5� 35� o• n' 0.42 � ¢ 0.00' eile �� CONSTRUCTION NOTES o -.� r; ----_ V,4° 1�. "'_Construct 8" curb and 24" gutter per City Std. No. 303. W S Ei�• C G 1 �� r• ' t _ J r 5 '"` T�.-Conatruct 4" A.C. pavement over 4" agg. bass per City Std. No. 201. J-t00�� �1 9 �`'' J i _J 3.v Construct 0.10' A.C. overlay per City Std. No. 201. �Remove existing A.C. surface. `OrXjer(SD--.Sawcut to neat, straight edge. �!' 1 / / b�. -Remove existing tree. /X/KIY. 2$34 in p�CA/Ca/ Ln - �ze'W 1/ar/� yelzve��-v Construct P.C.C. sidewalk per City Std. No. 310. UP. DA.IF �i'Orn 5><Q• Ot/99 �o-J�_T/Q• 5 iw'o x/19 Adjust exist. sewer manhole to grade. flpr �O S�/c° 20 Adjust exist. storm drain structure to grads as directed by engineer. CIVIL 23 Construct sidewalk ramp per City Std. No. 310. 4F CA�-���� 24 Install street lights as shown. 25 Install 2" pipe in sleeve (for future landscaping). l2j EXCA691-E 9 SACKFU Tf.£M".H IN ACCORDANCE WITH SOUTHERN CALIFORNIA EO.JSON COMPANY (SCEJ STANDARDS FCR THE INSTALLAT/ON OF RX COWU/T, HANOHOLE, ANO PULL ROPE. (INSTALLATION Cr STREET tivHTINa fAclurlES ANO CA9LE TO 8E FURNISHED 8f SCE) /Z See 5heelYA 1y z2� M ,See Sheep 90,'4' CITY OF RANCHO CUGAMONGA i PLAN AND PROFILE ARCHIBALD AVENUE From Nineteenth St. To Highland Ave. Street Realignment APPROVED 9Y Y �l� R.C•E. 2 39y CITY ENGINEER DESIGN: LINYILLE CivU ZngtnecrAand Su vcyo", tn4 s ' 9333 Baseline Road. star 190 FL&z }d o Cucamonga. CA 91730 �''"�`` S H E E P 7 DRAWN: G A C. CHECKED:"'` DRAWING NO. Kenneth N. Linville R.GE.20300Ex .Dat 9/0/8� TB�ftl Dates �"`z7"ts� File no.: l l / T Construct catch basin No. 1 per City Std. No. 502 with loc. dep. per City h F,3t1Lt1TON + STREET Std. No. 518 (w s 4'). 12 Construct 18 R.C.P. (1500-D). ,See PI'0r"%/e Ibi3 'JW mor' lm > rlv t� Drain I I h h 12' From HH��J�� V 13 Construct 24" R.C.P. (1500-D) 4' sections beveled one end along 37' radius. II210 To HH"K" v 1 2 Frorrt HHK"To HH"C' See Sheet Not 1 d 12' From HFiK�� To I � I 220 14 Construct 24" R.C.P. (1500-D). � 12"' From HN G 5 Street Light ,; H H'�L� O V10". " v 15 Construct unct. str. "B" per Cit Std. No. 509, L 5'6", A = 50 , C h` ) Ex Sf Lf 130 To H H J I Q I j y h � � 10 I/2 x 17 x l 2 (33/ S5 XC. _ D/3.P6e.c0o.3,sCT><..B. . /l a3r� e5sa/-1/ /�1 �I �t(j �``� ExGB• v I h k h radius. 24n R.C.P. (1500-D) 4 sections beveled both ends along 23, G 4(I 0-- 2 From H H J I ,�s 18 -Install-parkway-trees along—south- Hi ghland- Ave- parkway-per-Gity-Std: 60 —602- / L_ y 9ale To Street Light603-(Red-GuPalyptu�te)-ashown.— DELETED Adjust exist. sewer manhole to grade.VAeet7,eIr 0. S 00011/GH64AIV lr � t �r � ' EX• C o /rj , vi 12123.3 dXrOV7BdC W N �-� S -� 24 Install street lights as shown by others. �Co/7sf/UGfi� //ofes he�o�t Ex. PC.C. - i \ . _ 1189 56 5 E �� 5 �� ?e✓nove E.K• P. C.C. 'Y'C1,nr,. _ 11 / B v 2 l EXCAVATE 8 BACKFILL Tf£l1J'H IN ACCORDANCE WITH A,wnye. Curd On SGt'./TNERN CALlFORN,A EG �O.N CGMPANY (SCE) STANOA.40S FO?/S/ Qr 3� �X• �/'- N 5T / THE lNSTALLAT/ON AV, CGNOJ/i, HANOHOLE, AW PULL .4CfE. %N 8 Q 9 N ! (INSTALLAT/ON or STREET LISHn,Vv fAC/LiT;ES AND CA9LE TO 6e i —! - /---A � 1 O A-VaVe EX. f&Y Ba/'Y/Gaye, FURNISHED BY SCE.I C Ex. S/ab o o e I Gino ^i r��T •���w� — F: --- - T'-' E,� 3`,eCP. � t9� a c _ � — - Nol�� r9ea 8h�a/ / o,�`� dor Jjicini/�/ Maps � 6ei,era/ �t/o%3 fx Biock Wal/ (s/. t3-='1 ` , ; ; . • : ,• ; . Q wed 5 f�ei T/�s ra- i 3�� J&" t,3 I s/ab Bt.Orvc/Gh �9i1i 9 / h R. CR 2i 2/27 l X/9T. CUKH rsU ER 9/�FW4LK I L_� (11.70);4�, !o ¢ / I _ _ �� rr CITY OF RANCHO CUGAMONGA Qi,0/0 � .0 u� U N $ V� V Ex B/x,E /� , `� JI i v .� r v �,� 11,ai/—� �. I 2V From HH L To PLAN AND PROFILE py a r O'Tree I - �� ^�_� X&MDV6 &.YI,7'r .AUG . jR66518 ZO -o .�j /O f80 — To 3T.cl /lvtO$ u�N o g 5- Street Light HIGHLANDAVENUE Orwy go.Rnl RHr "earn �o></e • ° G� v� I � � X � 33 `ti , 33' t t • VA 0 3 From 623 East To 220 West Of The. Of E � P.R�'4924tfE o � � � to I/2 x 17x 12 m - Ex. lVco�en f me DIBO ��'' ��" O 50 H H K � I 2 Z �/ //' 2 22' //' g -�� Archibald Avenue Green �mousse [T p,, ac ' 24 // 4' t y .S� 6 Rel°calCa' by °In °� h 14� 3rv' 3 Cep /4' 10 1/2 x 17 x 12 3 O 4 0"� 7 /O /2 18 �'` `+. �— i 1 raid Oi�her). 18 °'°O 3a APPROVED 13Y % R.C. • 2 39> /3 2. eo90 _ :....- •: .0 .fie e Z¢ i o f H N J r%ff ° CITY ENGINEER �-- �'tAXTU T J +c --K _ �/ f0 9� 10,x, �. — — ... /Oij j ?./9' E Oa/e s < `1, �. ��i 0� o�.�l'� "�V/� "/ ;�i. -- N� _ f• ��� DESIGN: ML aCO�u►7�e .t l �� 2. , o .29 �, l ¢ 5 �- T CiicyincrrJ/Laxd S m, V�J../"`� XV, . ` +.yj Male. i/''C">cr — �. 'sem ¢ � 9 ��I�/ 2 K N L t'er'ry �� .� wed De/Q f -e_ 2 1 G, sic. iso ,l. E , �Pe>< l!/a// Al.,r�rrie�I ,.Se�P ,She 2 0 ¢ 7 5 Z 9 n/o 5cv u� ¢ !0 DRAWN: >a >3aur� xo•d. SHEET x�.1�.�;� « 3 Archl'ha/J AYerlae h/o SCA e- C / 9 G. A. C. n e� zs �.ca 9ir3o 3 7 J� s�'Tyles/C,JL SECT/ON ry��CGG 96CT/ON %P%CCt� ✓`c°G�%D/� CHECKED: DA IAW NG NO K�nnslh N. Lvllle R.C.E.2030ExDateL116ZI A10 d VF. NrGutaw� d V6NI/E - 1129... 'f'ss7F1 19 No�IOU9O136OM /Ot7/ rO JrA /40SA /4f00 rO STA I&+ Z? 70 .;1 • mL do � -- - .9a,de. /"=40' I e S TRIP/NG 61 SIGNING LEGEND EX/ST/NQ NEW D£SCR/PT/ON M Y. ) (12'' W) f8"WI (4 "W) 7W"7--2WLrZT El 9 El D a D. Y. /2" W 8" W 4"W 4" W 47- WLT R � r u u U RI , R2, R /8, R26, R4I,W/7,W4/B,W66 SIGNING ANO STRIPING CONSiRUC%/ON NOTE'S I EXISTING STRIPING OR PVMT. LEGEND 70 REMAIN IN PLACE. Z�-- PAINT NEW LINE AS INDICATED ON PLANS. (WITH RAISED PAVEMENT MARKERS) J PAINT NEW PAVEMENT LEGEND. �J EXISTING SIGN TO REMAIN /N PLACE. 5 RELOCATE EXISTING SIGNING AS DIRECTED BY ENGINE0 REMOVE EXISTING SIGNING. 7F INSTALL NEW SIGNING. t REPAINT EXISTING L INE 4'W Q 3 — + - _------- t — � vx w— awl N V Archibald. 4 DOUBLE YELLOW I2" WHITE 8" WHITE 4" WHITE . 4" WHITE 4" YELLOW • TWO-WAY LEFT TURd LANE 6' TURN ARROWS 8' "AHEAD" LEGEND - 8' "ONLY" L EGEND 8' "STOP" L EGEND 8' "S/ GNAL " LEGEND 8' "SLOW " LEGEND 8' "SCHOOL" LEGEND 8' "X I NG" LEGEND SIGN ON 2 WOOD POSTS SIGN ON LIGHT OR SIGNAL POLE SIGN ON .METAL CHANNEL POST S/GN ON WOOD POST "STREET NAME SIGN If, SIGN AND MARKER CODE NUMBERS PER CALTRANS TRAF, C MANUAL A4 /0_ DD ------__ ---}----------�_ — w GENERAL. - NOTES** /. STRIPING AND MARKINGS SHALL CONFORM TO CHAPTER 6 OF THE JULY /984 CALTRANS TRAFFIC MANUAL, 7HE SPECIFICATIONS AND THE C/TY of- RANCHO FRANCHO CUCAMONGA STENCIL AND STRIPING DIMENSIONS. 2. SEE. STRIPING AND SIGNING LEGEND, THIS SHEET. J. ALL EXISTING STRIPING AND PAVEMENT MARKINGS NOT /N CONFORMANCE W/7H .THESE PLANS SHALL BE REMOVED BY WET OR VACUUM SAN08LASTIN6. 4. SIGNING SHALL CONFORM TO CHAPTER 4 OF THE CALTRANS TRAFFIC MANUAL; CALTRANS S70. PLANS S41 -J, $42-I50 543-A, S44-7, A20 -A, A20-81 THE SPECIFICATIONS AND CITY OF RANCHO CUCAMONGA STD. PLANS 5. SIGNS TO BE REMOVED SHALL BE DELIVERED TO THE CITY OF RANCHO CUCAMONGA. 6. S70P SIGN RELOCATION SHALL 8E BY DIRECTION OF THE ENGINEER. x PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS 8. NEW SIGN POSTS' SHALL BE 4"x 4" REDWOOD PAINTED BROWN. 9. ALL PAINTING SHALL 8,T DONE WITH TWO PAINT APPLICATIONS. THE SECOND COAT SHALL Bt APPLIED 7 DAYS AFTER THE INITIAL COAT. 10. EXISTING RAISED PAVEMENT i.-fARKERS NOT CONFORMING TO r"IS PLAN SHALL EMOVED AND PAVEMENT DAMAGES OCCURING SHALL BE REPAIRED TO M ATISFACTION OF TNF ENGINEER. 4 Z Lu. 9-3o'S9' Q Change in /e.�g1h �.I�Iei'SOeliow 5'la . ? IzIp !� 4 " S rn• Descrip�lorl o,` Re visior� pale A' �y , CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING PLAN ARCHIBALD AVENUE From Nineteenth St. To LEMON AVENUE APPROVED DY 1�-- R.C. E. 223!)7' '� - ✓ CITY ENGINEER ✓� Y Exp ----Dates DE31(3N. C403t"tif t 1 ;I CivaZvinarwL"d S>Icrveyom Ina. I 5""sa..wo.lt«A Suw Iso , DRAWN: Cusa.6fts.CA nno S IIE E Y G A 4 op—Z. CHECKED: DRAWING NO. Kenneth N. Llnvlll• R.C.E.2 3 0 Expp Datl 9/3 /89..=2. Date, '¢ t''�' File no.rSI09166 -0 _TTT LILL f I I f I -1 _LL --- I I I I I I - L __ CONSTRUCTION NOTES1-48�UAuT,>,g g I I L i I I I I I 1 -1 1 1 - I L-1-1_1 I 9 to 11 /Z l3 GENERAL NOTES (aErl�>e,4G �l•/orE3 CCul�t. � ���� O E.r?CAY . �, f3�V i iR. f�� C',enveoew_ NwEs X0VJr,� * Z v.J Y 4 SENT; Afly Olo �` /OIOSD 54 1. All work shall be done in accordance with these plans, the City of 5. All grade stakes si.all be set by the Contractor or Engineer. Paving 9. Prior to installatio:� of any raving . a :.aterial s r. _poet shall be ` CCNSTRfJC1 CSA 6trrTER PSR Ci;N Stn. 30.E 4,2,0 4F Rancho Cucamonga Standards and the Standard Specifications for Public stakes shall be set at all hinge points, edge of pavement points Works Construction -current edition. Contractor shall be familiar within 0.01 foot of sub -grade elevation and at not more than 50 foot submitted to the City Engineer. Listing all tests or determinations '� � Gb,�lS7RvCr 4• S/D�a/.a4CK F3� C,7Y STS. all- _ with and shall be responsible for adherence to these Standards and intervals. Additional paving stakes may be required by City Engineer completed to verify: ,sieve analysis and sand equivalent of *���� �STt0Cr•, DRJYe *9PPRa4e.i FES G7Y srA. _ j 1985 S, Specifications. as needed at warped or vertical curve areas. aggregate base. * g " ��• C -Z ,R X1.5 LP �-- Ccws� ��:.r' 8 U�+�T�v Ac!c>�s C PES c�/'Y srfl . � p �'canrs7'a C`f UN4E2 SiC�E v,e.4�fY PE.� O, ri 2. All pipelines or substructures of any kind, telephone or power poles, 6. All sewer, water, electric, gas, p 10. Paving shall be performed i.n accordance Frith R -Value and Pavei.ent tests - ST4. - 45 G,F hone or other utility laterals, p P approval) *�--Cov �4'•X�3� water meters, valves, fire hydrants, etc. shown or nqt shown on these mains, or crossings shall be constructed prior to paving. t:�c2n todetermine structural Sections (riot to final lana rove!) 7 5Tx'�'�Cy [7,Ft1v�: Any�.4CfI PQ..;e Cfly �D. �. a 7;tcp S.F. @2-- (20NSTk�f A e. F�AYEM^q7" 4 'A C. Owew 4 '� 74 TON) A C plans within the right-of-way limits or in adjacent areas where 11. When imfrovements are to be placed on native soil which consists of a 24 — SBOo «�.____ A.�. (64TON)AB 3°iO3 S•F, 2942 • improvement work is to be done shall be removed, relocated or protected 7, Compaction tests of embankment construction, trench backfill, com- rocky material, the sub -grade shall be prepared by removing all rocks � O /NSTR[l.- G SAeipor CJGNT By OTN�R3 ZZ >;A• inlace as required at no cost to the City of Rancho Cucamonga. patting original ground and all sub -grades shall be performed at no which protrude above the sub -grade and all voids or depres3ions shall * !d• — P!?IA,tJrDOZY49 YAaZ4vJ LiAl@ 1W e,4 ptrVZV ' p eX cost to the City of Rancho Cucamonga. A written report with these be filled with a fine grade material of a quality better than the nativo Pge C,jrY STD • 407. /NST 9*j,00 P VeWeWr � I ' 3. Any contractor performing work on this project shall familiarize him- compaction tests shall be submitted to the City Engineer for approval material. • self with the site and shall be solely responsible for any damage to prior to the placement of base materials and/or surfacing. ,---%'�lNr 4 /rlo# RNP �i1/SYAGZ, M/.iP,,��e7S FOR 1A;5r y�r- 79/?. /TioN P C,�y Ste, , iDzl0') t'NST�4LL L.S. existing facilities resulting directly or indirectly from his opera- 12. If the asphalt concrete is to be placed on sub -grade, a soils sterilant , /yg4xex: tions, whether or not such facilities are shown on these plans. 8. At the completion of paving, a materials report shall be submitted to registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 6 f?e140Y,g (;3 45 EuCAGYFWJ)fXde t S' the City Engineer. Lising all tests or determinations completed tc applied at the manufacturer's recommetl�'eA rate for the full pavement (Sn46 tlS;�21/�' ao qx- ezew Fse aay S7Q -313 458 L•F � 4. A permit shall be obtained from the City of .Rancho, Cucamonga Engineering verify stability oil content and Gradation of asphalt Pa';ing width prior to paving. �A�----/NS7AL.C. 7tJ1PP 13COC,'C P94e L1E7416 //E,61501% SCIQLG'l 44 Department prior to any encroachment or construction within City of I Rancho Cucamonga easement or right-of-way. eeA,Y1 eum cyPrUs (Rz5o Gum) Tk"s Pi5z CtTY 570. &0l (O EA. ccrve>'rRvcr A.C. 00,►vEwaY aP,zoN "- 550 S.F (10 TON) is * Srt�CG FRB NYD,t'i1N �_6R 001c,"41164 cd m7y Gr w" �,v Svo Dwr.,3 0` ` " JH�+�YE�°lEnl13 � 'l r.4i9rr r�z >rl.R vJ .� , �XcavaTio�J , - , foo U. fRAC1 /3Z w y •`'� << �o✓er. dy efiv 7 ST. LT CONDUIT HH P.R. a l _e. , ,. F,4 5 LF 1 4545 �$ I ,. .., 1' w ( ' 0. i}�c�� ' 6 io gyp, �. ��. 2, �0 g• y 1 KF,soye, ¢ fir Pty. 31653 s 0 v yt °� o ftiR sl��s�s}t�( �. � � � rI � a� 1 � `i c '� • I `� ( i. I / * Y r °' \ yR --Es G'rc �.•c s +� . • .� �. w . _— . 1 �. ,. _..11i _ moi:' _s \ # JI�✓la i .1.1 4/Jr LF Motu AYEH0E - _ _ - - - _ /2 5 /! — � ` ./ � - - � — � — � � _ /a"KgrE� � a *QUANTITIES ARE LUDED IN SHEET 1. :, _ s n w� �.. -- �-4r;ii t .�` _ �//r — ,�- * Q 2 "3 �ST. LT. CONDUIT Ile NOT INCLUDED IN THE CITY' C C RENOIj 1 F� ,� - "N Z �' rrQ, r." f <' , 3 (d f S . 1 ��.A.�. g: ray,. - _�'' - _ - -- I TYMAL SECTION ,4 ;` tnD�T rnl.... d.$ 2 a• s'j \ W OY C # C1 , #u , 8.� -_- - _' ca�Gf >�= 2 TYf'� G ' i't A N _. -.. - - If41f ?s f{�ro TNG 13At>f; OF GOOD 57AK- ._. _ _i7- t__6 . --- : ; ;-- .�w +T _ Q r 10 I/2 x 17x 12 - ,..�.. yA, "C/Plc•!gl? N 0�4U4r Cv011. Ht�NLAraD A�&nl+J�Z 1i Hand HoleUJ k lk 01 Existing Pole m "� `' `� `' 1 I' Q ),11 2269366E O �; 3 i �'Ny X111- : v 1 �� %FAVUO OK &q' 35 / 2` ' I i cod 2.. 5 r��Er 3 3 � OD Z i►J C'tE+���t- I�oi�S ��cNt N��� 85 � t�ENMAG I1orE1 �ONi � u°� � A + � ,;' \\ r � � � *� 13. Estimate 15. City approval of plans does not relieve the deve � 'r from responsib lit•y qV `- O 1� swe t of quantities is provided by the Engineer only for a con - for the correction of error and omission discovered during constructi n. venience of the developer, the contractor shall make his own deter - Upon request the required plan: revisions shall be promptly submitted c, \ iters of work required by these plan; which is not specifically listed the City Engineer for approval. ®Q V Y1C.4N1/'Y MAP in the estimate of quantities shall be considered as included in the Nor " sdAi� „ other items of work. 16. .pork site and exterior streets shall be in a neat, clean, hazard, free, orderly state, throughout construction. Site shall be cleaned upon ALTA LOMA 14. Street signs per Cit of Rancho Cucamon t request of the inspector. EXCAVATE B BACKFILL TRENCH /N ACCORDANCE WITH Y Cucamonga Standard Numbers +O1 and 4©2 27 SOUTHERN CALIFORNIA ED/SON COMPANY (SCE) SrANOARDS FOR shall be constructed at each intersection. le CHANNEL. THE INSTALLATION OF PVC CONOU/1', HANDHOLE, AND PULL ROPE. 17. _Contact all Utilitv Comr,anies as required. '•8 _hours prior to excavation. 215' nNSTALLAnoN OF STREET L/GHT/NG FAC/L/T/ES AND CABLE TO BE To Je c&I!Arep clnlp+r ,AvUN�. FURNISHED BY SCE.) Kv�i& MIS TURV 15LI061� & rs'•—�a;tir K4N co R 142601 V11t. LACao LACI J)% N+l L4,) C -A. 02w;1p C11�) e� �• 2�c� 0 O 60 ©4 ©8 29 3C0 27 7-17-87 ow DESCRIPTION OF REVISION DATE CITYAPPROVED C1 04"a A OF g'"'ANCHO CUCAMONGA PLAN AND PROFILE HIGHLAND AVENUE APPROVED BY$ DATE=? CITY ENGINEER � RLC•E. N , 2239? DESIGN KJRJUNn PLANS PRE, ABED BY, D. Ros 6 ossocims R C J�E�DED J ffoir i 770 SOUTN AREA 6tVD., SUITE 230 AREA, CALIFORNIA 92621 " DRAWN SHEET KJR/JL/GVA v141 529.9140 1 OF fl e 1:VX41 1 A,, CHECKED DRAWING NO. XF NIII- RCE NO. IDATE 5 +tE NO. � W, 1129SHT. �/ rh... e ._.—._........_�. __... _—. .........-�.. _W.. SCAL E. I1'= 40 ' a HI GHL AND 4i I �W LJ4 � O QJ it 0 pj IM /2 113 ME NOTE: SEE SHEET 6 FOR CHANNEL CONSrR. AND OTHER WORK WI THIN FLOOD CONTROL R/W SEE SHEET 8 FOR ALL Z WORK ON S rR/PING 50 I3 f 08.50 Z 17ND SIGNING. BEGIN S.W. TRANS. 24 Z 9 SEE STD, 3// , AVENUE NH TO Mage. Lr.14 k 0 47. O cp W p C� Nf �j 00 h 4 ' 0- 1rOA8L, POST Q ti 1 I HH TO MATCHLIM 9 1 h O + `21 p FENCE 0' 0 2 l2 Xp4T 017 6 Al p 2a • by 4 �A- '== IB TIT— 3 KKK FY I ,OOLE TO- HH i �rt � Ic' ` I � /6 /T r� - ,�/ - - (� G12 � — x ? �.Y`j• .,i.�.;�.``. C� -+ RAIN •� f4412 SEE SHE 5 FOR 4 2 ! ! : DETAILS A v CONS rR. 1 0Lq ,.� ' ( FOR THIS ARQ� 0, k --i 7lijE rn h 0 I I r._. }_..., SCAL E. I1'= 40 ' a HI GHL AND 4i I �W LJ4 � O QJ it 0 pj IM /2 113 ME NOTE: SEE SHEET 6 FOR CHANNEL CONSrR. AND OTHER WORK WI THIN FLOOD CONTROL R/W SEE SHEET 8 FOR ALL Z WORK ON S rR/PING 50 I3 f 08.50 Z 17ND SIGNING. BEGIN S.W. TRANS. 24 Z 9 SEE STD, 3// , AVENUE NH TO Mage. Lr.14 k 0 47. O cp W p C� Nf �j 00 h 4 ' 0- 1rOA8L, POST Q ti 1 I HH TO MATCHLIM 9 1 h O + `21 p FENCE 0' 0 2 l2 Xp4T 017 6 Al p 2a • by 4 �A- '== IB TIT— 3 KKK FY I ,OOLE TO- HH i �rt � Ic' ` I � /6 /T r� - ,�/ - - (� G12 � — x ? �.Y`j• .,i.�.;�.``. C� -+ RAIN •� f4412 SEE SHE 5 FOR 4 2 ! ! : DETAILS A v CONS rR. 1 0Lq ,.� ' ( FOR THIS ARQ� 0, k --i 7lijE rn h 0 I I r._. }_..., t ♦ • ,- J s s } 1• ' ` 1 � jl i # I t } ► , • t T i j T_....._ r.... . �.. T_ t. 4441 ' t t ! } i i f ITS• 1 i s q t t t 1 } l ' ♦ 1 P { � i • i i f � i � S s i : • � ii 1 t t i � F ' 1 � c i i 9 i t x ♦ � s T S.- - � {t t � t 1 r i i} > • 1 « } r , i t i t, ;, i it 1 - t • t r } ♦ ♦ t ? i s ♦ k * i r _ � ` � i 4 ? S � s I + r I r._. }_..., • ,- J s s } 1• ' ` 1 � jl i # I } , • T T_....._ r.... . �.. T_ t. 4441 ' t t ! } i i f ITS• 1 t 1 } l ♦ 1 i � � i � S s : • � ii 1 t t i � F ' 1 � t i CONS TRUC TION NO TES 1Q-- PROTECT IN PLACE 2 SAWCU r AND ✓0/N 0-- UT/LlTY POLE/LINE TO BE RELOCATED BY AFFECTED UT/LlTY COMPANY 4 ADJUST WATER METER BOX TO GRADE EXCAVATE AND GRADE PER TYPICAL SECTIONS 7 CONSTRUCT 8 " P. C. C. CURB a 24 " GUT TER PER CITY STD. 303 8�-- CONSTRUCT 4 " P. C. C. SIDEWALK PER C! T Y STD. 3/0 9 CONSTRUCT 6 " P. C. C. RES/DENT/AL DRIVEWAY PER CITY STD. 305 0—FURNISH AND PLACE 2" X 6" REDWOOD HEADER 14 FURNISH AND PLACE 0.35' A.C. DRIVEWAY TRANS/TION l5 CONSTRUC r 4" P. C. C. ORI VEWAY j rRANSI TION /6 FURNISH AND PLACE 0.40' AGGREGATE BASE I7FURNISH AND PLACE 0.35 ' A. C. PA VEMEN T /8 ADJUST WATER VALVE COVER r0 GRADE 23 RELOCATE MAIL BOX BEH/ND EDGE OF PAVEMENT PER CITY STD. 903 27 REMOVE EXISTING P• C. C. DRIVEWAY 130 -- REMOVE FENCE POST AND GATE EXCAVATE AND BACKFILL TRENCH /N ACCORDANCE WITH SOUTHERN CALIFORNIA 27 EDISON COMPANY (SCE) STANDARDS FOR INSTALLATIONF PVC C CONDUIT , HAND HOLES 8 PULL ROPE. (INSTALLATION OF STREET, LIGHTING FACILITIES AND CABLE TO BE FURNISHED BY SCE ) 11 24 0 INSTALL STREET LIGHTS AS SHOWN BY OTHERS INSTALLATION ,OF PVC CONDUIT, HAND HOLES 9 PULL 7-16-8 7 (� ROPE FOR STREET LIGHTING• DESCRIPTION OF REVISION DATE Gtr APPRt3;rE0 CITY OF NCHO CU "I A MONGA014 PLAN AND PROFILE OF: 200' W/0 Am LOW CIwmn TO S m . /5 f 00 APPROVED BY: t_ 4 OATS: , 01/14 - CITY 6CITY ENGINEER L j J RC.E NO. 11011 DESIGN ANS PREPARED BY: RECCM! LACED DRAWN SHF -Et C. R. P. / cvAp CONSULTING Ij ENGINEERS OE 8 CHECKED 14526 DRAWINQ NO. • 0 1058 N. W.T. DATE FILE NO s"r. 6/ 7 I INSTALLATION ,OF PVC CONDUIT, HAND HOLES 9 PULL 7-16-8 7 (� ROPE FOR STREET LIGHTING• DESCRIPTION OF REVISION DATE Gtr APPRt3;rE0 CITY OF NCHO CU "I A MONGA014 PLAN AND PROFILE OF: 200' W/0 Am LOW CIwmn TO S m . /5 f 00 APPROVED BY: t_ 4 OATS: , 01/14 - CITY 6CITY ENGINEER L j J RC.E NO. 11011 DESIGN ANS PREPARED BY: RECCM! LACED DRAWN SHF -Et C. R. P. / cvAp CONSULTING Ij ENGINEERS OE 8 CHECKED 14526 DRAWINQ NO. • 0 1058 N. W.T. DATE FILE NO s"r. 6/ 7 SCAL E.- I - 40 DRIVEWAY CURB RETURN DATA d = 90000,00" R = 81 L = 12.57 T = 8.00' NOTE V SEE SHEE T 8 FOR WORK ON STRIPING AND 3,7N/NG. /I J QN u-� p�Z l2'H.H. C) i. W g' MA F 4-1 c„ > 0 >. 19-1-50.00 - O - 12 * W 20 .� 20 -F 98.44 1 ZI M 0 a n / \ J - PROTECT IN PLACE 22 SAWCUT AND JOIN 0 ADJUST FIRE HYDRANT TO GRADE, BY AFFECTED UTILITY COMPANY C5 �01 REPLACE GRASS SOD IN KIND (6 }- EXCAVATE AND GRADE PER TYPICAL SECTIONS 77 -/ CONP. STRUCT 8 " C. C. CURB AND 24 GUTTER PER CITY STD. 303 0� 8 CONSTRUCT 4 P C. C. SIDEWALK PER CITY STD. 310 /0 CONSTRUCT 8" P. C. C. COMMERCIAL DRIVEWAY PER Cl T Y STD. 306 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. 507 AND AS MODIFIc O BY DETAIL 'A' SHEET 2. 12 FURNISH AND PLACE 2" X 6 REDWOOD HEADER /4 FURNISH AND PL ACE 0. 35 ' A. C. DRI VEWAY TRANSI TION 16 FURN/SH AND PLACE 0.40 ' AGGREGATE BASE 17 FURNISH AND PLACE 0.35 ' A. C. PA VEMEN T 19 REMOVE EX1ST. /8 R. C. P. Q BACKFILL a COMPACT REMAING TRENCH 20 CONSTRUCT 6 " A. C. BERM PER CIT Y STD. 3/3 �_�---- REMOVE EX13Tlw P.C.C. SIDEWALK 23 RELOCATE MAIL BOX BEHIND CURB PER CITY STD. 903 13 CONSTRUCT 6 P. C. C. 3106WAL K DRAIN PAD - 28 CONSTRUCT DRIVEWAY DRAIN PER DETAIL HEREON. # o2T Q EXCAVATE AND BACKFILL TRENCH IN ACCORDANCE WITH SOUTHERN CALIFORNIA EDISON COMPANY (SCE) STANDARDS FOR INSTALLATION OF PVC CONDUIT, HAND HOLES 8 PULL ROPE. ( INSTALLATION OF STREET L /QHTINQ FACILITIES AND CABLE TO BE FURNISHED BY SCE) 24 O INSTALL STREET LIGHT AS SHOWN BY OTHERS QINSTALLATION OF PVC CONDUIT, HAND HOLES 9 PULL I ROPE FOR STREET LIGHTING FACILITIES... 7-I6 8T DESCRIPTION OF REVISION OAYl ciYY APPROVED CITY Orr" RANCHO CU4%A A PLAN AND PROFILE OF: HIGHL AND A V NUE S M . /5 t 00 rO /50' /0 CAtilBR/DGE A VE._ ,APPROVED BY: DATE: d�.:..-.... CITY ENGINEEf3� -� ��� :�'1e�'// _ RC.E NO._,r3�83_---- DESIGN VPLANS PREPARED SY. RECO Ni NDIE D DRAWNI � 5 t{E F T �---- C. R. P./ G. VA. CONSULTING 41L ENGINEERS Of d DRANING N0. CHECKED 1 014526 .'� FILE N _ O Io58 oArE _