Loading...
HomeMy WebLinkAbout320 ES7/I 7i O /AAW7/ES ru RNIrR Ir1W _.X.If . , - a v E, C N A N N E� �i7 � GENERAL NOTES • l PL.L. LU.eA �i�4 ' 6U77te (050 L.� s 4 BARS DRILL DDk/XL /.O EXIST. CHANNEL WALL sl. " ion n��tx � _ _ S 0 .�, �/ � . 8 ' � 12 All work shall be door in sccot'earnce with these pfafts„ the City at 1JC1 �Pf ��Gt3 70 S. . 1/0' EX/Sr, WALL ( TYR) Rancho Cucamonga Stendr_srds and the ..gip tt)c, ► Cir.>P t► s� �fE / EX«vimern 12 JCark&_CPnst ctioa - current edition. Contractor &Nit' be familiar A 7- tis 13' 04 I 2' with and shall be responsible for adherence to the StrrOrnh and G. �P/Af L,6 L. I7E77-A S / /n/ ' CUR 3 I Specifications. 7 41),_1 1 S 7 A147E� AL VE:5 7a C.P�1DE EA. � ' I , - D.t3 �r lG GUTTER •. ': ,•.• •-'•- •. :• :•�_•• B. Q.L. P�vE.c�E c/7 ,E'f. OV4Z_ �7, /3o -5..� �2. Al! pipelines or subatrvctures of tel or 7,Q�E 7 -5/Gil/ 4V-P f"�-,/ !a. L//Y E - - - ' � � poorer Poler f C70 S f1ND POSTS E/�. 1' t'T �� /N � Bor A.C. PAVE EN [0.10'MIN.) water meters, valves, fire hydrants, etc. shown or not shown oft these @ /4"O. C. 0.58 - ` I + LAr r=1o" I LAP s�10 _ _ plans within the right-of-way limits or In adfacent areas where 12. iP, Z.f� �., o D- �) _..__. ... _ a:• - �.. __: - improvement work Is to be done shall be removed, relocated or A7GNs/iV E..4 C.E3, / C, B, 3 ` • • • • • • • o ; protected In place as required at no cost to the City of Rancho / cAIAIL7/UV_57,&125 rUT dM �A. - '-'` o _ I 12 Cucam n1ga. 1 5. ref%Vt GOiUI. L /�iNNEL�AP 2/4 L.F Q A.B. n / Tionsverse Bor'•s r : 4 s0 _5f L rPE z Dtlz ' 0 r :•_ •' +�� 5 0.C. W 6 Bore ,' � P,C.C, COLLAR 3. The resp err s i bi 11t y of adjentlrtg mahhote or valve eovef'4, pasvtng rep r /7. PA/A/7-r_0 WN/7 E S7R/PE 34 F - - - � S I .0* ih I /O' O.C. ,. FOR P/PE j� 1' and paving replacement in connection with sewer and water, gas, phm* 18. RErLE_C7"1NG PAVEMENT MARKERS r0 A, T PL N C/ase 2r C,�d �, All4, b Longifudiino/ Bors o ouTLET H/N, MIN, MATCH ALL SURFACES electric or other utility fine Installations will be the re onslbllity of the STPEEr L/GNTS 950.0 L +� 6 /O"O.C. ° ,'• �- COmPOCf ito !S/• .�vl r'. •: I,. I a;.,.••, . :) �rri� �i,�• rii\�� /KE 4 • '�6 Dora owner, and shall be accomplished In compliance with appurte�"nt o,*flax. dcnsify �. , r �` v & �P"O.Co&.v' OrdlRllneC3 and Standards. P' � � b6��s d. <Boirh H%ys) bbrie3 �' •' � _ 46 Any contractor performing work on thls project shall familiarize hin�H DE TA / L F with the site and shall be solely res+cw Oble for any damege to existing i �.y•1°;o No S C RL E facilities resulting directly or indirectly from his operations, whether or \�`��t�%�\u.-�\��i����"� I ��`n ���������il��•�ij����i���il�� not such faCll it les are shown On these plans. Ca�pot�qi-ound Ex.�� Conc. Exist Conc, '' C-110'er- C.4.B. 710 �o�; of mor. d�nsit Chunne/ Wo// Ghe�nne/Wo// . , . S. Shading on street pians Indicate A.C. pavement, determined by l structural section, be installed. Ty4 J y •• Foy addrl'iono/ iinforrr,ofion,Ale 1-fe '06. A permit shall be obtained from the City of Rancho Cucamonga Engineering need Department for to an en, ntent or construction with r y tt o/ Tons S/d. Ow 8 n6 �A Pr s C D - d0 C/9a/l 9 City of Rancho Cuc^_mtvW easement or right-of-way. CONCRETE CAP DE TA/L xo'''E: 7• All stakes :hsJf be set by the private b�lncer. NOTIFICATION OF THE INTENT TO CONSTRUCT CONTACT THE FOLL,OWI4G, AS REQUIRED, /VO7- T� ✓CAL E WITHIN THE CHANNEL MUST BE MADE AT LEAST 48 HOURS PRIOR TO EXCAVATION: L All curb and gutter, where grade Is less that OAA shat be staked 96-HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. I with 3' offsets at 123' Intervals. Place 3/4" dowel pins at all expeRslon General Telephone Cd, (714) `983-1811 Joints. CHINO BASIN MUNICIPAL WATER DISTRICT 9000 Hellman Avenue g P.O. BOX #697 Rancho Cucamonga, Ca. 91730 h. The structural sections shown are minfmfn.tlAt the con%hellen of $555 ARCHIBALD AVENUErough grading, soils tests, including "R" values, shall be taken and a Southern California Edison Co. 14) 986-5861 material report shall be re red a qualified soils engineer. The Ontario, Caa.. CUCAMONGA, CALIF. 91730 P.O. Box report shall contain a proposed structural section and shall be submitted 91761 to the Cit Engineer for his review and evaluation. oval will be MR. DON PETERS (714) 987-1712 y g APS' Southern California Gas Co. (714J 884-9411 given when all structural section requirements have been met. P.O. Box 6226 ' 155 S. "G" Street I _ San Bernardino, Ca. 92417 Cucamonga County' Water District (41 ) 94-2591 set by the Contractor or e�e+ation, **t► be Vie*. The stakes shodi be set at all hinge F.O. Box Bin 638 points, edge of pavement paints within 0.01 foot *I 9641 San Bernardino Road �� tlert'aticn and at not more than 30 foot Intervals. Additional stakes may be 44' Rancho Cucamonga, Ca. 1730 at RE w ER W cxrtMAT£ g nee e d Nor to d otoen" curve areas, SOUTH R/W 3W ehecki g of suds Stade b >)k1 N �.• 44' 4s' �• a p � ^g �� � � by ins.Acriat NORTH rEXISr perzonneL 32' 32' 12' R/W /2• 3?' 23' 7 0 SOUTH R/W 411. All sewer, water, electric, M phare or Q' 4' B' 8' 8' B' B' S' /0 offal uTltl y b , VAR/Es erosging>s shall be constructed prior to paws. e' 6.5' CNANNE /.5, I I 2' *12. Compaction tests of embsnknnent constn9tlo+rr; teench backhtt, - EX/ST. EX/ST. EX/ST. t/. MIN. MIN. compacting original ground and all sub-grades sh�l be performed at no - GROUND L/M/T OF 0 / A C GROUND GROUND ' I& A cost to the City of Rancho Cucamcxtga. A written report with th�est ANPROVEMENT VAR/£S OVERLAY VARIES 0.10 ro 0.40• I compaction test shall be submitted to the Cit E / L HEEL a1o'TO 0.77' 0 3/ _ � prior to the placement of base materials and/oz swiac ' for approval SLOPE VAR/ES ' 2 / 31% TO 1.62% D./ , 1 SLOPE TO �3. O.OB' O.J4• ! I / 0.34 0./G OS' O.OB• 0.13 GROUND EXISTING �, At tit completion of paving, a materlab report Blah be sahmltted to L £ the City Engineer. Listing all tests or determinations completed to veffyi - L/NYE L � O•�/ /4": I' /4 :/ - I L-� i --- _i ��'J I W It value, sieve analysts and sure eQc>ctvatrsrtt of apps ggte basa� L EX/ST. A.C. l.Oi V �; 3 .� ;� - - z L PAVEMENT / is / PAVEMENT T J Stanillty, ou content and sieve analysis of agftft surf , FUTURE STREET FUTURE STREET • IM PROVEMEN T S 2 /MPRO V EMEN T S 2 • IWs-T Lt- t x 6 "1r. When asphalt eoftcf+ete b on native $oli Which a P catsJsis of a rocfcy . RODWOOD NrADER material. The sub.-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depres0onts shall be tilled EX/3T/N6 awAYEMENT AND OVERLAY I CUT A80 REMOVE UPPER with a Rete grade nteterial of a quenttlty better Own the native material. NOTE I I I WEQT OF f /S rD aE AEhfoWn WgrN STILCET PORT/ONS OF CHANNEL WALLS, TVP/CAL SECT/ON !3. It the asphalt coftcrete b to be pisceQ an sIul�grande. A sells stexitaftt IMPROVEMENTS L1oMMENeE eN h/EST SIDE of EX/sr. CONC. I I I I SHARON CIRCLE zt • registered by the E.P.A. for use under A.C. and P.C.C. shall be of TURNER AVENUE. CHANNEL uniformly applied at the manufacturer's reca!rtnte_v. rate for the full SIXTH STREET z pavement width prior to paving. STA /Ot9/.50- /5t75. 14 r Id. Estimate of quantities Is ovleed the En sneer only for � W qn � by g 1 the I T. I. = 8.0 W convenience of the developer, the contractor •wall make his own IV07 7Z--1 � V let er mi not loll of construction quantities before submitting a bid. My zi Item of work required by them plans which Is not specifically listed In `' the estimate ent TYP/CALSECTION PROJECT � V of lues shalt be con� €re a. Included In the other W qu"" W SITE W items of work. 5 6 W 4 TURNER A VENUE °o 17. City approval does not Include rtt11T or s srstm allot estiitete of STA. 14+66.5.0-/6></3. 75 ' T / = B.0 CONSTRUCTION NOTES _ SEE SHEET 3 � quantities. IV07 To 5G.9GE /X TH S T. 1E• Street lnarkers per City of Rancho Cucafftmtga StanAa*d Nuflrs 401 and 402 shell be constructed at each intersectlom lO CONSTRDt'T 0.4 5 FEET A.C. PAVEMENT ON "AT-LVE SOILS. W Z *19. City approval at, plana does not retfere the devrtc+per from resl+enstleilty l " for the correcti6n of error and omis=l ar F C[TPtH AND GUTTER AS PER STD. NO. 303. � on discovered duel const ru_•tlon. 2 coNs�rRuc•r a c. during Upon request the required plan revisfons shill be promptly submitted to 3 CONSTRUCT 6' P.C.C. 8 IDEWALK AS PER STD. no. 310 AND 311.O INDEX MAP the City Erg ineer for approval. - O CpgqsTRucT REINPmcED CppCRETE CHANNEL CAP PER DETAIL ON SIIEET 1. NO SCALE *20. Fork site and exterfor. streets shall be In a meat, tltsn, harwd fere, orderly state, throughout construction. Site shall be cleaned upon recue:t of the Inspector- " Lr 6O CONSTRUCT DRIVE APPROACH (11=35 ) PER 8TD. 110. 386. (CA 5 B ) O7 TRIM AND/OR REMOVE EXIST. PAVEMb'RT- ARROW HWY. OW I CONSTRUCT VARIABLE DEPTfi A.C. OVERLAY, PER TYPICAL ?ECTfOH. Q A.T. 9 S.F Q R. R. Q MARK DATE DESCRIPTION REVISED BY APPROVED 8Y E/GHTN 5T. REVISIONS rEATHER A.C. PAVEMENT, TO MEET EXIST. PAVEMENT. _Q:O9 10 CORSTRLICT JUNCTION MANHOLE J.M. PER STD. NO. 511. ° SIXTH "ST CITY OF RANCHO CUCAMONGA CoNSTRucT HANDICAPPED RAMP PER STD. 90. 310- cri S/T£ ; STRE-L T IMPROVEMENT PLANS Q 12 INSTALL 18" RCP, 1250-D LOAD. FOURTH ST. i 13 INSTALL 18" RCP, 2000-D LOAD. T/ TL E SHEE T 14 IItSTALL TYPE N STEEL GUIDE MARKER PER STD. NO. 403. VICINITY MAP D. R. - 8/- d 5 15 oONSTRLac'r 4 P.C.C. MEANDERING SIDEWALK PER PLAN. NO SCALE PARCELS S AND 6 OF PARCEL MAP 549 9 16 INSTALL PCC BACKFILL, 4" MIN. THICKNESS, 5.0' NIDE, CENTEREDCITY ENGE R.E. NO 23889 • OVER PIPE. SPECIAL NOTE FROM PRIVATE ENGTNEER TO CONTAAC 10 °SV'" S SOCIAT E D ENGINE ERS R C M E D Contractor agrees that he shall assume sole and complete responsibility for job site /E 316 EAST "E" STREET C conditions during the course of construction of this Project, including safety of all persons OWARIO CALIFORNIA SHUT \1 and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and W E, 714- 986-5818 the Engineer harmless from any and all liability, real or alleged, in connection with the /� -performance of work on this Project, excepting for liability arising from the sole negli- CWrXE) I� Q(I-& R.C.E. NO.23814 .40 gence of the Owner or the Engineer. DATE - z IgLE Np, d/-77A 320 A 8/-774 .. _ __ __ ____ ---- _. ._ ., -- I -._��__,__._,___.-_ -,-�---- -- .. -. .......__-._.-. ..........__ — ,. _. _.. _.___......_. <.,. .. ,._ - ..__,:...................... _-_ __........., .. � 4 O -- ___ _,- - _ ,... .< __._.. 1 `rt ,; Q .......___•____ ._1.... y-....- ..-_-.. .....♦........,.....I.. _�..... ....._._.._____, _ > . , fi „ 1 e t_ n " uu _ �. . i t v, t0 c,, \ { ' �6) n I , A 0 - -- _ _._� 4... __._.�-_< .. ... ._�. --. .,_ y r-- _.. 1 �c ti 4 ti u_.....:,_ . , _...... :.,.. :_._. �.� ���,so y _ �c.R I _._,.. ,.. .__.. _ _. .. _...___ _-- - ,__�.-_ /�tGs GS , ' 12fU4 B.v- c. (Fur. �' � ; . , A 4. _. ,. ._....:.. . r. 62,ZS : i ,� y �, 1 n , ��. Pf2 �,p i i . hc` ,'� or z % -_. . :-,,.,.:„__._._I :_, ..-... ..-, . ,, _. ---�_.__ . ___1,..._4'...._,._._. . X62,691-. ._ . ,i - ..,._. .... I �� . I r • I 2 I 12 t 5 �' I �' a I _� w__. - 63.32 e 1 I - I C /4♦74, - _ % A I ',�0 A� � _ ¢ L.Q "3 . ,_. _.._ _ ........- ..... �. ....-., fly 1s. .... _...,,. _ L ss <.3.:._: I . __ _ -_ .... . �\ n / i �_.__, , - -. /3 t 00 f?fi?1/C ....__,_..._, _ 3 Cy�ti �' w �Q \ _ _ : ,.,._....._, X91` _. 65 / I � � • ,� ,. .. 00 I <^ caw,'', �I s.1 s ^� i ,;� \S 0 y� ., , . . � dy _ 66. D._..::::.... n a I ( qtr �. �. 1 �� `y \' '� . �� a _,,,, ,,, ,, q N � ��oG��2 ��.. ��°� oo �k .yS -6 0� i. ;,.,,..I ...:,;.:,_< ...... ,- __..,.-.,_._ ._ _. . �. c1 /ft S0 ,�.,..... e I1� I s ' -���2 . ,. ��� c . d `dr (.I � q1 G6 83 .N C. I 67 # �C I y S ���/ - ( o • 9 C� i � }.� _ Al —� . - ._ .. __. „_ . A� i -0 r 9 I N y W ti y I. /c, 141-40 E V C. a I I� _ . _ co . . _....__, _.- T. .� 56 F(1 T 7 . w / .._ - . - �, - ,_, . _ . L . < � ti � , " � w O - .r �� . a �' 5. o :.�: 1 a c R�Y P ., ~ s� �� r�, g' MEET ,</ST, 6 . G k r� ' L r/D E ,� _ }} 7�f 55:$D E C:R i �-a _ A' j'a r/!` r\�� E.. , .. ..,,,-— -' . - _--_. � .0.:. .._. .... C .,:- 6T 8g 14 7-S � � � I O, ` th o b m ,'0 f � +s� _ ��.-b� - , __ ,�._ I o •1) Q ro ; , �;� ,. b� I5 t%S 66 $.V. C. �v �` /J f 15,66 8'.I/, C. --., / � 'I• �� /„? N w O a � ' ��• _ I� C �;.., , _ �� 66. 2 f I. n a v m l� .,\ . G ,, ,.. , � , -.......I.... t., ,. r Z t w ,,- w, � ;, /5� 65.66 � � �;� �/����. 6b n � j b '` ` ,*k' a d� 9 j /5' 9a.6� - /5 90.66 -- _ 1 k ��r . { 79 r 6879 —. Rrr ,� " > y� r1� g 1 16 t /3. 75 END y /5 f I S: ,. CURB. GUTTER,® dd 'Q SIDS UI±� K, 6g /3 ..,E,V. C. C, '11 : ��' 69: !� P�VE�EN 4"✓ENT P/PE k ,� �r , SIDEWALK ,,, r � a � Z � � . L ,� y � d 0 a h C �,� o�' q�\ 'y Mrd ��� orb P _ a< . I S��ys� 5 y d�,o d dog �. _ ' _�r_�� - ___ d � ' �. 7 1) ,p y �.�� -y5 ��'� w .< . ...... ��o�y a a y _ ., ; ,. �.: _ �e ,�, � ,�� ,�d� deo - I o .. ,� �r ,� �x z, ��,-� b, . .� 0 �,dlJ ,� �d . N ._; � w� �� y�1�� i �� /7SL1R,�D BRA: �. 00 ��c. eox �� - -- ,-, „ .., y �dtr` z� X1,13 Cf U rJ �€ � � w s r� d0 �a✓EnEnir CFt,I , ,,� yN, a% y'� Q - �'�' I /,,... EX/STS .. o. „ „ /�t'l - 498 B.C.R. 18 t/6. 48 EXIS r, ��., I »' _ a tiq,� __.: . �� a Z � �y I �� '2 a,, a� � � v ,, 13 , _,.,_v., „ „ , N A y� � O -- -� I �j . �� �1 y �' SEE STipEET CYAN I I . .._ , A ply y 920 SHEET--1 r n, Z � ^ �. n � °o .. f - O 8 r .,.. . .,,,.,. , -, _ . __.•_.. I . _ _ .. . ._ r-_ i �. �, �, a - y "� 3 . q.. _.., . a. r v ... -- ,, M .I...._ �, - - �, x .o �d n m �- 'd cn O hd cn 70 .o +7 ,• f1 n ••w A •o z x , .. �.�. ... , .. �._ �_ ... ' . I sz "O o �. .-� _..... __ _ _ .°, 9o; o > tna i°' On � QG TQC : o � d . C � o � ' yy0 y0 n� `a� `3 I 4 ° t+ ! I to a .� a o � Z C7 v+ � Z t:l k "' �. e i R 4.� n o w � 9 t;' - o � fD o � °'�. Oc > p > � o QCZ � �, �. ,. �► ;: z ti �. x „ H I r H i �. _ X � � � M as �, o g �n y z > �n > � , � , 3 ,� ao �I�p{�y 1i� I y o 0 w /wo 1t ' a, o n v_+ C7 g -u 2. 'til n to Z ,,. .,I..,...-- ,. . ................. .__.- ,:..:, �bJ +<- , �• g /il► /'� I _..�-� y "� l I ¢♦' �„� N •ter. w w r •••� ,� M .� y I..i Q . ` << b ;. .. ..............:... l....-. ..._ ,...`.. :.._ `1; g Z — O oo aoo .. 9 - 9 OQ m 0 ,v vii > C � > 0 > ., �, ... .. .. ,,, ^ g g w o 0 a C oro y Or r > " y z In z r a �+vq: `_ � � •i I ` o Q �' C1 r �. b �, n n Cif O r 'r1 ,..� O *:7 b` t —J O �"� O r''y ., 1-e n hd ,. .o m q V z 'd y r I Q „• 3 n G �" • w O t9 ev w N .-. �C ►�.. > y . ,. x.'_' ""' , , ..,,. _ , _ `�'1•,. .< ;..,...;, .,.,. ..t. ° „ � �, •.' n -4 -e .o w : bd � � � ' ti ` is ,, ,I JEy __......_ Sc ..-.. .__ - w .. ,a �, z > -------t ", rL * w 4 • tP . •,ti' a a - � Cil O � .._. - � � �� -, 1i. , o0 'r Q a. 3 D °° ;� �'9 . (-) '� y N�A�7 +► .... _ ._� , . _-- ._ , --, ,.,.... .r •a .. .__ x ..< •._ t� ... ..: H p` ;y; F 3 `�-- 'A� �.21 to N ►+ 00 \ .. ... ..«,.-..,-. _. ,,.._-. `^ - ...___._.. .....,,..,.,..... ..,. _I 3 �, p cn _.. .._.. T r ° _ _...:_... - 7 .. A :_ 3 •- i ¢ g - - ..,, .__.. }'+:tee* ,...._.,..-,. __ . .,,- - - ------ .,., �. 0 JO O OOOOO@OO OOO � aaGO o to a to a► w ra r o , . ..- -- - - �-_._...._:., -.><_»...-:---'- ,...,. ...,,-:......_..,.p.__._._�_-..._._.»_....1.. _ .1. ..* -.. _t= >i.... Y'.- 4 .Y j r � I _ _.. _.,..__ n _ ._.-. - a Md 1� .. _ r A w > > Q 0 �i Zi ,2.' :9 r r r � .- _<_---__-.l-., _ .s. ..- I .. ..,.. , _ �C1 --.,... � Fr AZ y p r r _.... .:.....:.,.____........:...._. ___.:_ N O .. , O �' 1. ^� ,n o b �e b ►, "° " x .. - - a M H `" ro 1, `+' O r 3 p i n ~ h1 tai kf �� n �_ _ , .,..._ .. ti _ � s _, �, O n N N '•1 �'A _ ,__,.,.,...,•----•<- _., , .,- --- -- s .__. . ..__. -.., ....--F- �kl ---.. _ .-. is , ,. .� . 0 = A c� o v I o a► y .� ., z ,- _ _ _._ x1.m � A A A � b 4 A T" N �1 ' _-_._-_.._....-•---_-_--- 4 7 tv � 4 —V z u 1 H�H �p H v r� (A 0� � ' .. ... _ .-... ;;. ..._ .. ,.,-_-,. ��yrs.:. .._. A -1 R� 1 O M !"r Cr1 O 'i� 0. J _ , !. Z .� M a - _ _ �, �► -> c� 0 n pit a - _. _ __ . Cb - c 'i to I w . , . L� „ __�._.. ., . _ .,. N D� �) \ ! ^� O fll r~+ 1 O O 3 5 11 ", , I - - ._...:,.,,. ~ry'Y_.; ;' �GD � � � w r H M w �,, ' I ` ry r- < :� 4 m 'V 0 D � — --__ ,_.�,-____. .,_,....., _ ,.. . �- I 3 A A , _ k� — _ w_., .. - - .,.._ _. r — M -1 �*! r` 4 a c ( � ' o D z r` �_,..:,._ _.<.._,_, ,,,.,.... - - ,_.� _ _. ._. ._ -....., _ ....._. _.....---•--••.. --- -- o w - 44 , z N b p �. A � . � �_ _�_._�_..._ _ _.... a__. - .-..�_ .,: , f ..... s � � p> �� a , � . - _ •4 „ 1.111 .--. . .. , .,.- , _ .._. .. ... �-: -..�_ ...♦ .....................1.1 ...._ _..........._.._: __ ., , �� .. 1111 ,_...... ,. .._ , A I ,_r...... ,....,-.,. . _ ...._................. _.-._ ..:. 111...--..1......-.. ....,1...111_ 1111.. �. e . . i.. i... _ 1111 .. __ f. ' S V .v e.. .1111 _-. ��. _. \ ... •.,1111 .. , , . , . ..E. ..• _' i . e q. , .-..; 1111 'I _111..1 •, - _ , .-_ .. .. .. 1111_• 1111.. . „_ _ •_, e- a.... : A L O ` i+ i .W 8 I f + o �� �� �� oo s eq��..,. , _ :_ .. .11 .1..., `0 �0 '� i �y �y �'Q ��' `^ Lo, x . 9 . �. {1111,_ : _ `y . .. b ._ . . .... . _ ^ 11 O PP /9Q6/B9 � 1: ..�1111 a as ¢ 0 �n1'\a ��n0 i �1 , o. , i .,.- _�... ...1111,.. _,,.. Ih. � - '1� V �� �-___ �, T mss, ��. .' i_ ``.. 1. i .._._ .. 1. -1111 1111. •--: , --.:. 1111....1111. �� ` ` 0 tD� �, (. - ) EX. s� �ti ' ,, s f �r -.�orry c,�v '� . .....,.:,. , �0 '1 �~ u;p,W`yam ATER VALVE J -- _ l.� r'1 � � 67 7G 3 • /2•S �� 1 •_��� 0 - L �� L ! r 0 170 �f U1r ------__._;..___.�_,__. �.__ ___..,._-... .....__ __. . ._ 1 ;, _._ . .� % , , 6756 ON y r2)EX. J ��� c�� �: v' cry a a�t1. 't,.. -C.ftp_.: 1. •\y u WATER VALVE - --- - - _- - - - - - ti ,, V F /D't/4 MEE t Ex►aT. _ ot ---- - ---== =_====_�=== =ice - _ __= _ _M_ _== � _ „ i �6 /D� Qd�S lA-ur.) b e y �� EX CONC CHANNEL �-..• ? ` - �J 1- , CO.� - 1 1 1 1 . -- - - �I - - - - G744 ' `" -- EX. STOP S/GN := - ?-- - -_-- - - = 'RK - F; �1` _ 6T (o n , ti a g. w y �� l I 1o��a.sp ., EX/ST. TP. C.T. 707/G �I, L ' Of6 .50 �# C R l �°) _ 1111 .. B` t / cP % co ,� I , s 07 ` 1•. .. _. .°1.111 1 1 1 1 (0 }.9�.+�_fi/.. .. : I Q - d6 o��p� �; �' 0 68. 29. "' w �.-... ,.w..�..�._....-.. __, 1111.__...._....._,_........_......w....._-.-..___ _.1111__. ...,.......1111,_ ._....._.:.1111_1111_..�.__...... ......._ _-__._ .,. ._, k y � ; n�, ��(` k0 a S w� V'1 9 © r , 1111 . . .. a� �2 a +�a /s �k,I 4 01 ��tl; o 0� ' �y O I I t ` 4 y I o . 9 I h -0 f . , L I, /rtso B. V. C. /resp e. C. i P 11 : � � 1111_ _._._.... .. ___._._.._ _ 1111._ . . �� y� �z / 68.58 68.58 cop �,� m y � �� p .`g `�� 0 N ,/ EX. PP 396942E 1 11075 _ _ ' rr.t 7'S A � /, W/GUY(RE40CAW ) 7 O ~ i i 68.67 .t• 1 68•-,6 C , . (r Ut �►' °' r:~_ _ _. 12f•00 1111„ M _ , 00 _- °. f -. . __ 1111 .-... /2 f EX/ST. T.P, G.T. 95835 } �,t 68. t 68 rn . 6868 �C � .,1, -� ' IL W �� � I 8� 2� 68 fi �� ' .B. ''/ - I � ti /Zt506!C. ,,. , , ! 12't�0 E. I� C. � .__' -_ c, /, p � 68.46 66. 4 c��,r I- - - J %� 3� /� f :. , �L F T 9• ~ c� y y I ,, � � �k2\ ' � o C 6 a �� f1 ' . " ;, � w . : �;�` = �� � a �c o �' % �� 2 , a 1-y r• s`r [^ a n i ate, �j :�k f ?.+� n, "V/ 3 y �'� U 6�' A 2 a EX WATER ,. A�,; Y. X. TER VAL _ t C> " 1 In VALVE f 6 W t� . .; i CADJUST Til GRA E) �` ii ��, °��� ,x ' '631 11,3 ' 6 EX. F/RE I �1 �� x v HYDRAN T I/ �' �, `rte m ' , 6 7 7S/--- ,� ."=� 1`�� ` 7 /3 �J EX 137 T.P•G.T, 95839 p , �. - sro I / 90 r,3 90 �� � 6 7. 77 7 77 1 /� `rte ,, ,.0 j EX. PP. /456332E .,-. . _„ .. ._-_ ""-- -. _-_ �_ 1_11.1 _ _, . __ __ ... ___.__-___11_ _ _ V �5 GpO /� ". J. (RELOCATE ) �l O EX. /NL E T o' / I _ , EX. /NL E T t A¢1 s m .. 1111,.-. ..;?', . b .. � �, u . , �Q STRUCTURE . STRUCTURE(REMOVE) 1�. 67 9 n ffa� d y I I ;, :I ,o T. 93' p -N '' ' .. "1 , O`� �' ".V (� 7� �1 Ill A , I ��og 71k ' ��h 14YLd0 h' _ /4t40 -- I 7 � .: o ti k �o `� 68.23 I 68.23 �� ! I I I - 1 0 ,y, ' M 10� cj�k , ! ` w . � '= 1�'9l ` /4f 65- /4 f i55 i -1 r I /I�� .a , .,., � . �.� , 68.66, 68 66 . 2 � �� t? I � ,}I. N , 14f90 E-V. C. 1d t90 E.VC ' C�0\y o r � \ � w rn 69.x 3 n r *� ✓� 69 2.3 a -k � ' p to ^ � I , til 'j�(� � ,,, � f I `1 /4 f is � � '� .fid 0 k ` I , 1 ,dy �, JOf1V EX/S T. PA VEMf iN t ,° ; �0 �\ /5 t50 END PYAl.'T. I :f d `� ' /5 f SO B. IJ C. 5 f S0 8, C - t Y r .. N o REMOML. BATHER ! .4 I'1 ° �.. 70. 73 ��y y, `1 P✓M'T. TO ME4T ' ,� ©© EX/S T. I 1 X� /sf75 CFUT. p ENQ C111,8, CUrr£R, / �: . I I �� s 7/.32 c5. SLDE WALK, 7/. 3 b , �: x . .,; —BEN-C H M-AR_K N 0. III - A NORTHWEST CORNER OF WEST WINGWALL AT NORTHEAST CORNER 8TH ST & TURNER AVE. FD. C. ON C. NAIL IN CHIS "0 $' 23 NORTH OF f 8TH ST 12 EAST OF OF TURNER AVE., 44.5 SOUTH OF THE SOUTH RAIL OF MAINLINE TRACTS a 2 BELOW TRACTS. ELEV. 1110.057 4s loo vc C VC Pj=67.4t NIU O � NM p M on 10 VV4 10 A th � 1170 N '♦ ist. Ground AID tI. ft C�N'LY R.W. ;> -0.40% IL 0.40 0 oP of North Curb /00' Vc /00' VC 1.00% P/- 6 .50 P/4 67.50 � 8 U - a v v Q QQ v P/ 67.�D ;fm U Om $�` 1`o N p 41 o � I h W h 1160 N $ r, ( '° �0 1170 c N --- - - � +0.40% _ L - T If V � .� ` T A I 5 I DRAIN 6E INSTALLED -x-0.40 %� F.S. � � . � 48 o ST II q a /.g2% •�� Exist. AC IBY FLOOD CONTROL DISTRICT PROJE /DO' Vc 5 II I h SO'VC c s� "'v 4� ks ec r 7.34 N v �NI 111 �f ri ,, c 41 41 O q j W Exist. Ground at Future Sly R/W "� \� w '^ 1160C I h ao � G * u 11705 �q 0 ' /rfp� Future Top of North Curb 0.40% `� .,.�Ey._`.0.�+ �– . .p.. = I -0.40% - , � � � w oti VjN VI FN PROFILE SCALE P =6 #4 HORIZ. I 40' /00' Vc VERT. 1 4 11605 0 I 2 .3 4 5 6 . 7 _ /00'SacFCo GENERAL NOTES R/w ! SEE SHT. Z 1 ,a /. A// Work Sho// Be none in Strict COnformc7nce With The a m m Q 1 Currcnt City of RCYrCho Cucamonga Star7dords. 44',A ` V t� 11 Limits of n i W •V U W Pf�tase 1 2 Z. No Fbverrmer7t Sha// be Cor/5tructea' U,7f/// 4// Ur/dergrour7 s ,qa �r .i p 0 W Q Utilities Hove Been/nsfd//ed Tested Q roved. L O sH,4,gO v `. e ��, yl. (n m / --�- C/RCLE 3. Any Contractor P�rfoi-m/meg Work On This Pro jectShal/ lie d rh PARCEL 5 tq P-.. ,0EL 6 Q l Q ,� ( Farm1iarizc f/irnsclf' YV/th The Sife And 5ha1/ Be Sole/y ob I it l4 j `�1 '� � •w' l I � � � A �l 14esraonsib/e for,4ny Laamc7gc to Existing Foci/ifies (V a �� .� �.1 �! # \ b See Sht. 3 _ Rcsu/tiny Direct/y or- /ndircct/y from f/is 0ReM7tions, n � � — Whether Showr7 On These Fl/c>ns or Not. Z �, n hl . , � 0. •w. � OtGT.'49 ECR - m �; �, "� W 4 4. All Obstructions Within Tfic Ar�cy to Bc /morovcd Are „ Z To Be Rerr7ovcd Or Relocated By Their Respective PLAN SCALE-/1-40 � I.- (�,J Owners To The Sc>t�5faction Of The City Engineer-. o �� ;� ��. 1 •�.� z45. !O' 2 4� .300. 41 ' z LU h i ..; c�,; �- / > �A�tl� �'W S. L/ti/ip, /-//7,-- Locc7borrs Were Token From Reords Acrd -- ----- -- -- - -- ---- -- ----- --- -- - --- --- - - " _'— ' ' cc 5 6 Were Not Located /n the /pieta �W 5:/ Trams. 4t L_3- ` --- - - 6. Sewer- Afc,-7ho%s And Water Valve Covers Are To Be � �- m F� F� �� _ Rcrised To Grade By T/7e Fbvi Cor7tr-c�ctor. 1 ! / im =/ — / STRE T�+ E JN.B97/ � SIX7�H , EET/ ' + 7. Firxa/ Rbverrnernt Sections ,ore To Be /n 4ccordance- _ _ L With The Soils Report Fi/ed B R�chardM///s Assoc. Remove Exist QC Shown /�lofched /roc. Ooted o - ---- - - --_ -� _ w I �`►� . � - .. . __ .__ .. ._ __ _— ,�- — ------ . . .._ -----------! INDEX MAP ' II M II C SCALE: 1��= 200 q I I Q's � ; - F. � � 3 + ; I VARROW 4rk 0.44• 3O' CITY 0�' A R NCHO CUCAMONGA Q HWY. Remove Exist. PLAN AND PROFILE OF STREET IMPROVEMENTS /N >+ CONSTRUCTION NOTES SITE AC. �verrrerrt —. — —_ _ .v AT bF S F. r R.R. CONST. 0.35'A C pN0.65'CA.8. PER SOILS REPORT EIGHTH ST. SIXTH STREET (2�–CONST. 8" P.C.C. CURB AND 18" GUTTER PER STD. DWG. NO. 303 FROM TURNER AVE. TO 6+50s 0 0 4 CONST. P.C.C. DRIVE APPROACH PER STD. DWG. NO. 306 somf2ST. W 5499 �– P. M. AV /4 PER iLwe/ Leve/ � W �0 --POWER POLE TO BE RELOCATED BY OTHERS 2 2 ; CITY ENGINEER '�"�''• DATE5-/6,' D FOURTH = ST. 2 DESIGNED DATE • R.N. M. �� H. MIM MACK CONSULTING CIVIL ENGINEER TYPICAL SECTION 214 S. 0XI-10 AVE. VICINITY TY MAP DRAWN ONTARIO, CA 9!761 SHEET M. S. –l— OF SIXTH STREET NO SCALE STA. 0+68± TO STA. 6+13± CHECKED DRWG. NO. NO SCALE R.C.E. 9399 OATF BENCH MARK NO. l l l- A NORTHWEST CORNER OF SSWTTEST WING WALL AT NAIL IN CHIS 11 23 NORTH OF t FAHIP�VJ.1D. OOtC. OF TURNER AVE. 44.5 SOUTH OF THE SOUTH RAIL OF MAINLINE TRACKS & 2 BELOW TRACKS. EL E V. 1110:057 41 Exist. 4571-011rry'v W'/y fr/W _ _- � �� ,..•+ ""� O 41 Q Q� lel 1. 40% Tow of Future West Curb p � tlz g — aw — 1170 W N �—� � P d 1170 W tp 7 �1 1 imm ow co v �Ft' • _ ao toC7'_ Ll_ 1 Feofher fo�To/r, Ex�st.,4C. Future Dcsi n W �J e �, Q - _ Slope of "hase_r A C 9 ,� Exist•4.C. ,, 'tI 1(� O , 40% Over/a 470 p v �jG vj N s6ss'cR 0 1I70 11 _ .5'6.55'CR. 1.100. �. C \ V N o h i n ti h o ti � 00 It o 4 °yo 0 t Fut F. S Q Q Top of Future East Curb 0 V Exist. Ground E%y R/W - `} 1.40 /DU' V G Quo ,P1=Ccs 8 p �.4 1I70 V u 1.10% J E m! t � � tia � n � � 1170E r I ti j O t9 ,x PROFILE SCALES } iQ h HORIZ. 1' 40' Limit of Phasel • VERT. 1 4' Curb CorrstruCfioi 0 l 2 3 4 5 6 7 8 PLAN SCALE: lf�= 40' i Pe4�M. 5499 Phczse I c v - see sheet JJ CONSTRUCTION NOTES W O a <9 1 CONST OM`A.C. PAVEMENT ONO.65'C.A.S. PER SOILS REPORT. b C Q Q 2a—CONST. B"P.C.C. CURB AND 18"GUTTER PER CITY STD. NO. 115 �1 r ,� CONST. 6` WIDE P.C.C. CROSS GUTTER PER CITY STD. NO. 119 4Q-- CONST. PC.C. DRIVE APPROACH(W=3d)PER CITY STD. NO. 129 v 5 INSTALL STREET NAME SIGN PER CITY STD. NO. 4 4 t�j m Z � (?)—INSTALL STOP SIGN PER CITY STD. NO. r D, '► ,� •►. ,� ( 7 ADJUST S.M.H. TO GRADE Ba--ADJUST WATER VALVE TO GRADE 9 CONST. VARIABLE(I"MIN.) A.C. OVERLAY vv V's Re'�nove Ex/s t. A.C. _ o~ t 5 .z ,� � S TURNER _ Prop. "IiYofer Lire ?0PY70se l� a L ti o 44— STA. I � AVENUE - -—-� — — —— —-E- — -- --m — _,C Lh PCCChannel /obeRemoved f/4�o. 26 213. 74 5zzi. 76 '-Ot 67. 49. BCR 6Dl�iB BCRCB. RET. DA T,4 _'B. RET. D4T4 Of�8 R — CB. RET. D,4 r4�� a -9o� PAR !R=36.00 iifR-36.00- -3PAR. 5 PA R. 4 L - xCo.5.5• a �� .50.5_'T 3S• 73 I 7 % T= 36.00 W k3z' IzSEE SHEET 1 SEE SHEET B44 'SIXTH STREET ,z- 32• 3z' l2' SHARON CIRCLEo°8 �� ClTY OF RANCHO CUCA 0 M NGAve/ Lure114 PLAN AND PROFILE OF STREET IMPROVEMENTS IN tf� ve Exist A.C. Exist4C. f1/mt _ , .J .e. ..�-, - TURNER AVENUE 0v ` `4t,- OG Caenst.�!C. Ovcr/aySFor Dis sitianof PCC ; ; iLevel Linc Cap Ex PCCChor�n% � FROM S/XTH ST. TO STA. 7f40frr ' i I I 6' PCC X-Gutter per e'l�y Std No. see Sheet3 of3Sheets ior 6"Curb /8"Gutter(cit SCR's)�aer- PARCEL MAP NO. 5499 1 6.4iiCity S/n! No. TYPICAL SECTION-- PHASE Ii'' 2 <j CY Gl JEER R. C.E. 23899 v TURNER AVENUE DESIGN GEORGE H. MIM MACK DATE ' ' STA. 4134.5 - 5+10.5 R.N.M. CONSULTING CIVIL ENGINEER214 SOUTH EUCLID AVENUE TYPICAL SECTION-• PHASE lI SCALES HORIZ. I" = 10' DRAWN ONTARIO, CA. 91761 SHEET TURNER AVENUE VERT. I" = 2' M. S. 2 of 3 0+51.61 - 7+39.45'5 CHECKED DRWG. NO. HORIZ. I 19' - j CITY VERT. 1 = R.C.E. 9399 DATE 2B o 6/.09'VC � � w t\ � Ex!sting Ground � .� � � �1• �t ti O N Alry R w p �i a -• ,_. _ _�. - -_ ._ . �1 . . . til 0.50% IFN - *vall. 00% To of Pro ousccd North Curb P P� � PI. =4.38 IOdb- � -1080 1070 ' vc � � 1070t� P/-293QI u Cutoff hne of Ecist Ova// \A• N 4 I tq EtGerundEXis /r�9 foP ofchonr�/ ��1- /' +Q �1 IU 1�I 0 I �1 �1 Cf T�.I •� Qj 0 = N► o r4 ac O 0.50% Tan. dr. _ -0.80% b x•40% 2. 94% 610-9 vc ' ESTIMATE OF QUANTITIES _ y----' �2� _ z a h P�s4.sz ( PHASE 1 ONLY) 1070 �� Q-�S"CMP Drain �9� 1070 1070 ® v , �o• vc v � 1070.4 F/-- 9. 23 '�, N �/•.3.�/ � m � �, � � a (340 t TONS)18,704 S.F. 0.3'A.C. PAVEMENT ' _ cj % V W n n 18.704 S.F. 0.6'TH1CK C.A.B. r'1 �� --f- �. V 0 j Exrstrr7 Ground t� by t� Ih .5,75 0 S.F. 1 " MIN. A.C. OVERLAY `� f f 0 W K 1 V W S/y r4/W .4 0 Q ti ti V I (6 EA.) 1,140 S.F. P.C.C. DRIVE APPROACH Zl ' t��9 ����� N h V p •��, 975 S.F. P.C.C. CROSS GUTTER AND SPANDREL 823 L.F. 8" P.C.C. CURB AND GUTTER 2 EA. ADJUST S.M.H. TO GRADE 0.50% 4 EA. ADJUST W.V. TO GRADE 1 EA. INSTALL STREET NAME SIGN PROFILE OF CUTOFF HEIGHT FOR EAST CHANNEL WALL 59% 3 EA. W-21 REFLECTOR J ' on Cb. �/9 = 6/.09_ 30 L.F. 4' HIGH CHAIN LINK FENCE 1060- -1060 1070z_t `� �i Top of Proposed south Curb on curb cr�Cur- 1D70Lt 134 L.F. 8"THICK P.CC. CAP ON EXIST. CHANNEL 8 L.F. 8" C.MP. DRAIN PROFILE SCALE �2 = 9/.6-9r, 0r7 G'Urb HORIZ. 1 4 0' VERT. I"= 4' PROFILE SCALE HOR IZ. 1"- 40' VERT. 1" - 4' M I 3 4 5., 5 6 0 I 2 3 4 7 5idew/,E 'Faser»en /r/sto// W-2/ Reflector- 40" deo/ical� /n /1� Ci Above- AC, Tic /'o Fencet o o f n o 4 High Ch. Lk. Fcnc� CURB D.4T.4 'C CONSTRUCTION NOTES Tic-d to Exist Fcnce V . d - !.5 00'00 a Z 2'C/mor 4 ' 111 7'EASEMENT TO THE C/TY Of R` ID 7.OO ti N f1� / Corrstrucf0.3;4C f�vernent o/7 045 ' Pbur /2"Curb Morro/ifhic I 9 // L- 28. 0/ ' °j 2 3 `V 4) �., C.,4 B. er So//s Re- rf ' with PCC S/a b Tie to l Q RANCHO CUCAMONGA FOR Z �1 •� p " po C. 40 1 V SIDEWALK. Q v �1 T' /!1. 0 9 y S I ti g k y � ( N 7 0 Q OE -'-Corstruet 8 Curb crr� l8"Gutter L I W ,. p perC%ty Std. /1/o. /!.5 /6' I l i m 6 /r� tall Sfo S/ n per Cif - -�_ �, PAR. N0. I °, PCC S/ab S * � „ °' '` �� 5 t 39.48 End /2 0 r h Rl Q �- P 9 P -Y - J Q Q * 3 0 Y Std. No. 400 .32' Phase 1 Irr� s -- { ; r. Q ti 7 /2 V .5' A I pyo I St�8.48 ECR h , v 3 SD• 1nsto// SA-Cel Na/7re S�V7 Per C/ty Q 7 Std. No.40/E 400. SECTION A-A -- PCC CURB BARRIER J 'p . I ;' � I i 5� /3- 7 L=2F70' .•'+ �) i 9 9 s D..4 w=30;/��7 /r�stc�// Pc.c. sidewal�,ocr . ' 3 �� 6 ( - /O •Q� ry d. o '`'C%f 5-tal• d/o•306 W=6. -- /O Wi NO SCALE I /44.v2' / 3' :, -4 per5t N . y I � Q �i •_ -- r - ,Z• Ex• rive A 7/oferunov 90.rio5� 4 8 /r151�7/l S�r�'� /9�7f --- - ------- - 5 �b- w°' -- - c.s ^ ,�✓%'800L, H•P5.I/. `~ 2 TG• Z3�h ti N TCi 3 G/ �4 I f z Cb.S tar. Co>,sfrvc'f Under 5'ide walk l� 0 8 Curb Gutter fat BCRs) o c� O t 00 E=4 t 72.48N I_4_ I I,' F� `� FL /32: 63' .i or ro' WidePC.C. Cross caller - + - - -- j --. _�_ � Drain per' .Sid No. 50 7. f Remove To Z'' of /r7tcrsection , -r s ° " 7 t90.ro5 L Sto. M.O.C. Q P P/oce ! min. �' ; �Throu h Intersection/ '� O Z 1k iV6� 49'23"E /0 MOD/FEED 1 ,BA TER,ar��C R, Ex05 /st. Channel Wo// verlo , 9 ) Q �'• I .z7 ti SHARON L-2s 70 .3�53�5 8`I 2 CIRCLE ? AC Ov /oy a Ft7�•z ex►Yr v¢t�ce Ve-vp PAR. N 0• 3X/5•T. ,q C Pl/MT Q '�' (/� - - --- _ fl TG �.32 Ta E MOV v Std. Ab. 303. _ LINE r �1 Q1 O f r . r QEMovE EXIST. G � c5. / r 4 // CONSTRUCT COMMERCIAL DR/VE G v'QR/�C59y* LEVEL V,QR/E5 .3.4/-s•� PLAN SCALE: 1"=40' �'; I I i /4 Oc`'' _' ' �[� ti' APPROACH per City SM. No. S ) - l--- I - ' Z 3 306. W 5500 �y •C I ` L' 3/.4cf' r , ? . 11e•30L WiS'� Q=8 1�1U9i= '�''�' p A".' `•4�.Q o- .Oi p b, G'^Gy :'ar w':�;.o. .. ` i E� QC Pvmt (� a /3 7( v 9S �C• 3_ 46' GON6T. 17.A. PE2 S?b. V �4 ` STA.3+Si.flo N41 3b 41" E R. ., 9 3 4 t/6.48 BCR O O \ /2 INSTALL B TH/CK Pec. S/DEWAL K ` �8�%'Thick PCC Co Cfxrr/ne/ Yl6//s C m o o '+� 6 J o ! P _ \ 4 f 05.48 /"7.Z-1,'s /a Q CURB D.4 T4 N per city std. na. 3os. i w=6'l .y oa b'�°r � o/, a . '� .> See Detoi l Be/ow p.:`' 000 0 0o --- q6 9 3 0 .� 7 d- 0/0' 00 ' 00 /3 cowsrRUCT SIDEWALK 8 RAMP 0 p, �°D�o�, ooi,dl '.. '` :N o•o og ,� ° °='€ /• /• Prop. /0" Water Line V l!J ti �; V CURB DATA R' 50.00' per City Std. No. 3/O. o . r � i zt� cVe b pis o °n / .� �,p��' g �3h �r<. PA R. N0. 4 3 I I1►41QIVq � p•• Ex/st PCC Chcr/7nc/ •`o �o 'colo-off' (� I 0 V 7 L s 149-5r. 06 , /4 INSTALL /5 GALLL7W L/QU/DAMBAR a• , o��y ron��� � vQ i. o O d /5 OD DO 1 o Q 1 , n : s y '►' E/.�,EMef�Cj TO THE G1TY OF STYRAC/FLUA per City SYd.No.60/. `C Y '4 - _ •• ••� 7'EAsewwrToTHECITYOF Ate' V 9` 70740' V_Ak-V-H0 6iJ6A-M0U6,& Fde51DEWA.L{_ p .o • ; ''. Vii-____- _-, 1: .c• p, �y� { ALJ 8 I RANCHO CUCAMONGA FOR /t V N L BENCH MARK NO. 111- A • ' c P V SIDEWALK. T• /4.0�' NORTHWEST CORNER OF WEST WINGWALL AT W net,��. > SLOE SHT. ! NORTHEAST CORNER 8TH ST. &HEiPMOSA AVE. F.D. C ON C �� > r i- 7-749 Chan Q T.C.• 74.48 5.4.3.9. 46 End PCC Cop ,�� F �;. �, NAIL IN CHIS L7, 23 FORTH OF 8TH. ST. 12 EAST OF f TYPICAL SECTION &OP/�""'`""`'7398 i End IV �`'. �h OF HERMaSA AVE., 44.5 SOUTH OF THE SOUTH RAIL Q ; n, - OF MAINLINE TRACKS 11 2' BELOW TRACKS. HERMOSA AVENUE--PHASE l P �• Fencefbsf with a5 \� O ' , :; �:1��7i;Y� . ° ELEV. 1110.057 STA. 4+05.48 TO 5t39.48 W-2//�tf/ccfar(fy� �' 2 „ 3' 7.77'&45 � S tO� © r, r j SCALE: I - 4 •'mac _ ' Q�� -' CITY OF RANCHO CUCAMONGA /7 '� _ I h 5.428.48 ECR _ _ _ 25' 25F, 4 Bars Q /8"O.C. 9� Er/c/ Curb Const. 4" ° �2g�3� /z~Pcccc.�b �,�,� 5' 20 20- 5 ' EXP/RES /2-3/-93 PLAN AND PROFILE OF STREET IMPROVEMENTS IN �ryP) Leve/ 7__ ----Line - - /- � �cOd�l X11; . -- , ` PCC sob P - SHARON CIRCLE �_= Q� 89la Transverse Burs- Co5 "O.C. I I; I ` �Ob 8"CPI Z \h Z EAST OFHERM05A AVENUE F W o „ I G/crss II C.A. 0., urb L erre 4 0 lil�l ;l h� 3"C1r' - Lorx�ltudirx�l Bars• 6 /O'OC I = Co/r%ooc t to 95 % S P` ` e y Leve/ L/!7e XsP�/. O t I ,r_Yrndr�/ cN ( ,� p O PARCEL MAP NO. 5499 N �y *tro Bons @ /2"O-C.(Bofh Ways) I` CTy/o�co/) f�aZ� \ r roex ll� I' I Ex/st. RCC. ChonnC-/ Wal/ I rN1= � l!-I a TRANSITION DETAIL AT CB. RET. S �I° v 2 cl GI EE R. 23899 DATE • v3� s SCALE : i" s 10, TYPICAL SECTION DESIGN C L SEC O F{E J$/ S DATE Exit.Cf�isrs�! wall A PP D. V ON GEORGE H. MIM MACK L n I For Oddi tional inforrno t/on,5� Col. d SHARON CIRCLE BY CONSULTING CIVIL ENGINEER a j I I a P 6 _ Fc=64�8 Mork D__scriptir n Oo tc _ S. I Trans. Sfd. 0wg. D- 9/-2 (1975) 6Q �$ . ,� STA.0,•68 TO 5TA. 2*08 - R sc c E 214 SOUTH EUCLID AVENUE 8 I I evi d cap . Cho�ne/ to 1 s catch Field o Q^ ( t �nc✓ �a►wpb 0Q n 'gyp �i - 4 r li. �i. CAP DETAIL � �_�� � - ��-��'�!�N� A�D MARK D/SCR/PT/ON DATE 0 Edi ions 7/6/80 DRAWN ONTARI CA. 91761 SHEET 0 R_<LOCA re DRIVE .4PPROAes 1V'O S�QLE o I ��ill ��II!�''I �., ! 8�' C.M.P. DRAIN BY !' //-5-90 © �' i�- Added Street Trees b ANO AVO s/De°wALk RUD 3OF- 3 - - I 4 Gorl7/Oe7ct Grif>01-7e 5 Robert A.Bebeasee Assoclotes. Ur/a+ rR.A.B. ST,Ro�EwEaTfkL/6r/qT n ay L �'0 DRWJ G. Nj 0.er Cr4. B. tt� 0/ VO SCQI Relocated Drive Appoach added CHECKED Sidewa/k, Drains,8 Street Light-X-9 MOX. OGrlS%y ( yIca/ 8 OR-87-20 by R.Bebensee Associates. RAA. R.C.E. 9399 DATE ! i 'i