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HomeMy WebLinkAbout1116 GENERAL, NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works �G tthJ "G}1LAND Construction, current edition. The contractor shall be responsible for �' �� �•� AVE.adherance to these standards and specifications. t2' 18' 18' 12' ( , 1 t9' y' 'GCONNECTOR MA�3( �,Q,1.j 'OtZM rxt.4ttJ • 2. All pipelines or substructures of any kind and telephone or power poles, - water meters, valves, fire hydrants, etc., shown or not shown on these y. y•3' y 3, RD* ( tu(Z Ar fM OWu. 40- 1070 9 plans within the right-of-way limits, or in adjacent areas where improvement i 1 , - - S �- war•k is to be done shall be removed or relocated as required at no cost cJ' 4� / ' ' e • HT• N0to the City of Rancho Cucamonga. t4"��.1__� G+ -� / u•+� � ''� 0.55 0•� �'� � u M• 3. Am.contractor performing work on this project shall familiarize himself --� t.�VC�- �. _ ,,.. :.; I I110k with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operation, .whether � c4 � � 77 76 75 74 I ��. or not such facilities are shown on these plans. � ?J o Zq� t � 80 79 784. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way . TYPICAL SECTION P L ACE_ _ 5. All grade stakes shall be set by the contractor or engineer. Paving TYPICAL SECTION / 82 �� 7 stakes shall be set at all hinge points, edge of pavement points within T. I. = 5.0 \ 83 0.01 foot f sub-grade elevation and at not more than 50 foot intervals. R : 7.1 T.1.= 5.0 R = 71 / ,� 0 Additional % - �- paving stakes may be required by City Engineer as needed at �� R/W 60 R/W \ ,� No 14 warped or vertical curve areas. 6. All sewer, water, electric, gas,phone or other utility laterals, mains, SAN MATEO PL. 84 A 72 ,73 or crossings shall be constructed prior to paving. SAN BENITO AVE. SANTA BARBARA PL. ' 85 "'' �� 69 � 71 7. Compaction tests oP enbankament construction, trench backfill, compacting VENTURA PL. SANTA CLARA CT. 68 original ground and all sub-grades shall be performed at no cost to the � � � FRESNO CT. � e6 sp`� �•+0 67 „",.rte ,,.•� ,^,.. / City of Rancho Cucamonga. A written report with these compaction tests KERN PL. SONORA AVE. 66 shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. �/ 6. 65 .e 58 v* 8. At the completion of paving, a materials report shall be submitted to the y41 4 +'� 60 59 City Engineer listing all tests or determinations completed to verify y�►� 1 94W , 01-7 �• ► 87 � � 62 61 stability oil content and gradation of asphalt paving. l' 9. Prior to installation of any paving, a materials report shall be submitted � L 1t' 22' 22' tt' `� 90 b• 2 63 to the City Engineer listing all tests or determinations completed to A& �' �5 PLACE verify: R-value, sieve analysis, and sand equivalent of aggregrate base. *Z` ILm 10 \ ` 88 89 \\ 64 gAR� 6 10. When m impro�eme��are to be on native soil whichconsists rocks which of t2 n1�t y� �.�5 G' , o,9fp' f � D•30' �..�� �� C1' 0 166 163 �' - .!� SANNO• k f prepared Y p Mtn! t2"tP a�y 91 \ ! trude above the sub-grade, and all voids or depressions shall be filled I t�1C t7 y p y , �_ _ i �1, with a fine grained material of a quality better than the native material. M14 W . '`"`-`� 167 55 registered 56 57 « m 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant x Iliwie *t- �" •z.,.• �� / 162 92 54 55 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly - -__ •� -- � applied at the manufacturer's recommended rate for the full pavement width �``�__ ,2� 3 3 �,�Q- 168 , \� 53 prior to paving. 12. Estimate of quantities is provided by the engineer only for the convenience ` L ti`t I 2 TYPICAL SECTION 169 i 161 93 i-, 52 17 of the developer. The contractor shall make his awn determination of FUTut {M V�C%MCcrs"f"J 170 G�' 1 116 \� r. 48 construction quantities before submitting a bid. Any item of work required zwou � by these plans which is not specifically listed in the estimate of quantities TYPICAL SECTION T. I. = 6.0 It QvQ' 160 9 50 49 51 shall be considered as included in the other items of work. R a 71 118 '� C 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 T. I. w 8.0 66' R/W S+ le. 171 159 115 95 ?b b ✓, shall be constructed at each intersection. - R s 71 i4f / \ G�• 14. City approval of plans does not relieve the developer from responsibility 880 1" POR. SAN BENITO AVE. �,� SFO 158 p,RA / for the correction of error and omission discovered during construction. �, ti q 96 \tom G1. 6 thenCit request the f� plan revisions shall be promptly submitted to NINETEENTH ST. �,/k. i \,qL 114 cJp,N �,�• N .. Y approval. ALAMEDA AVE. O \ 157 �. 119 e- 'CA O• 15. Work site and exterior streets shall be in a neat, clean, hazard free, �1\# 1 /' 1 113 97 A'�OQM t�lti1 orderly state throughout construction. Site shall be cleaned upon request i 156 120 \ - G�ctG Gtr t of the inspector. 2 �°�, ' 135 '4 d 112 98 �� 4 46 47 16. Contact all utility companies, as required, 48 hours prior to excavation. 155 121 "'v • 17. The final or surface layer of asphaltic concrete roadway pavement shall not �` V w be placed until all utilities and utility laterals within the roadway have been completed; all on-site improvements, including all grading have been ' 3 MW ' 154 136 `",� 133 122 �� � III � 44 completed; and all unacceptable parkway aryl roadway improvements are removed / and replaced to the satisfaction of the City Engineer. 100 1 �� 18. Paving shall be perf' ned in accordance with R-value and pavement tests 4 �` z taken to determine structural sections. � `� � `E�i 153 137 ow 132 123 110 43 2 s ,� 152 � o I01 � 6 '01138 '� 1 Z � � / • t 131 124 109 151 CX I 42 7 �, �•� 1 saw102 I l X150 139 �I� 130 125 j! 108 103 41 ' CONSTRUCTION NOTES QUANTITY ESTIMATE 149 •�. O 'C5 SAN V4:I .t o4� A�z t�no-c n.VAO atzfe To t� t,NSCe �- s 00 "o 009M 021x.1 l LAW4 AA � •� 9 -6• '�� 148 145 1441143 142 140 129 126 � �° 107 104 t�mlT fquwo�� oN t_y. Tt� st�L_k_ VIOT r� os� t td N v,! Y � 010rJ I N , Lo o t7wtCa• 4q 30 W ,�,�• _ MAT t1� o2rsaQtNG ?0AfbS<n*. rr 54 pp'L'., ec-Vv� �SPo�15tPS1 Lt 1 � of T1-- 20WT2&TC�V_ ��' I 1 10 146 ,_ 'v� ••' m, 10- recwtoe foe- uis 0wo 0Uts.0T%Tt{e5 � ofarDtNie Af`o eo"O_'7 GTtoN F1,trz-Poste✓. I .e. 106 �.�, 39 4ToRM WOO ,,� � �,s 147 ,,�.., � 141 co 128 127 105 l •�5'�C t 1 J�-- t851 JAM (if X 12 _ _ NORA AVENUE_ - - _ _ b _ _ - -- _� 2 GorJ� A" A.•G. oMr�2 4 A, �. ( n ,. . ) 5�2 M yf ye e.* -�- -- - , - -i 38 -I tk 00 �SFIT. � N0. 3 � SHT. � 3Q---- cor.1�. e" Gum 2b' �mut't• Gr[~r sTti. t�t�. goX03 i�, 3q8 t..f. ,� 13 MLN ."wac`s St rj%2:WUX rM Gtr srt7. tam. t49 110 �I,a0Q yf - t\o y (.o1.{�S". nc a.AMr . Gt yTt�. r.�J�m. Ns 3to 1, toxo e 172 14 15 i6 17 18 19 # 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 37 MA a-- � � 36 5T' Ftat� `1(oarn t�.t►J t,t� �- GotJ9t sNr�leL # GQ-�� -�iuTt" - uT-r 5Tr>. t�v�1ra. N� X08 t�� �� y'f Are f tasks No a--- Goll am ow MOP t2a5t r"kawn u- toe-1v<6I�PPRoAGt-� t'�L 6 T`f 15TO. OWCA. 1.1° $JOS - d+�,X60 �f 8a-- 1NsTt�t-�.- 5TH NoNt�c �tGN Gt-rY sm. Na Avt IZ o -Nt r.�R-AttJ tolo t� e,t *M. +�. W- ACn 5 SHtG��- 12 KEY MAP � T ( 10 taut. Srtza-%oT uwr - � WM04 u.P4'.q (0�( or'-Wee*) A(o Cc.. 11 t1S5TN,A, SCt2_Cr t.t&tXr- o%00 UUM{ct4 vt:P 5.�! ( OTO S) t l l!'A• - 12 fr_� CIT-r sTO. 4'-' A04 2 tri, d���� TQC �Xot �• INDEX: STREET/STRIPING/STORM DRAIN SHTS. I THRU 12 LANDSCAPE & IRRIGATION SHTS. 13 THRU 15 �- eov-14f Low. ret"Rr'_�I 0 t� emr *To- o* m. to 518 (W v �5 wym? ) a-- e40V W. ft,'51►A N° 1 M-f- GccY 47h, t*m• N9 502 (W JV 06 'U Co1.1� GdTGH Ob6 t N t fM G tT'r 'SM. t7W& VAS e0"3_ tQ. (�,• U tCal�I.ANt7 1WV+!t. tom• T•c. Gd A.s� s� 2, -to eoflwr 31NTtot t G l �wriQSG 'A' �'� G , • 99508 t �► • J � �! GA'i=.Gl t�,5t�1 m*dlclt�Tmof.ls StXC'S. ti �} (Z, � I/-?S-d7 S�'� o-- tT`r lt�Ei �----- COOIT. MAVIN" 'A' fW- 6IT;' 19M. QW& 00, 510 ?J DESCRIPTION OF REVISION DATE APPR. ?a CottgT. {a" az-e. (%00- 0) 5 f• t �- 6.P t5uo- n) _ 510 t,f. CITY OF RANCHO CUCAMONGA �- (,per. 21' t2.G•t . 0OW-0) t'•f• corl�f- �, tc.�.P ctycn-n) t X12 .•f• AN ENCROACHMENT PERMIT FROM TITLE SHEET 27 CAL-TRANS WILL BE REQUIRED FOR �- (00sx. Gow. lot,-ts- fttC. 5.t3.G.f•G•YJ. vole- go. 6P t&'l_ 2 ot► • WORK PERFORMED WITHIN THE � GoN�• JuNGTtorJ �� '�' t� �rt••(�. ��• Flo• 5� 1 �.. HIGHLAND AVENUE RIGHT OF WAY. - TRACT NO. 1 APPROVED BY DATE i+NGn EER S NOM Tn TM CSM _ CITY ENGINEER �w R.C.E. NO. � 22317 w �i O 23 f�l7 pjp t, DESIGN ANACA L _ I N EER I NG CO. RECOMMENDED The contractor agrees that he shall assume full and complete responsibility at 4' � �: � � T� . pc A, g-�3/0-T for job site conditions during the course of construction of this project., , Q, PO. BOX 3668 including the safety of all persons and property; that this requirement t ,�f., r; ;-�t `� a� DRAWN SHEET shall apply continuously muously and not be limited to normal working hours, and that �. _ -� ��`��,,� ANAHEIM , CALIF. 92803 ,,� ,� I _ OF 12 the contractor shall defend, indemnify, and hold the owner and engineer Cf'! '• : ��� _T 1,L harmless from any and all liability, excepting for liability arising from tea. V i C I N I TY MAP the sole negligence of the owner or engineer. q0CHECKED R.0 E. No.EXP. 12/311/39/09 DRAWING N 0. �t� T'i� DATE - 18�� FILE No. -„ I , I Ls , =494,46 air � I 3 a n , f i S i , CURB p U B , 1 1 1 a i 1 , : f N t v t` Z 1 { I V - �p ; ( # JN� . . a � I i I r � � MESONI i } 11 I1 1 -77 J �R q. r 1 4► GROUND , III 7TT : � , { L1tN- - _- _ - - - - - -- - _ - - __ _ _ -- --- - N R FAL ; f I , 1 } , --- ----- -7- tu t ! v P l PROFILE , 1 j __ _ _ _ _ _. _ __ _----- _ _-_ - - ++ , A11 ROUND Ns {1 td 4 116 JtL � J m J 1; i \w ♦ i 1 Y/ •� ! I 1 i • � . - { 1 , � L IL t I 1 7 f , t� T&xo. M �. - .: ti ; .� eat _ .b , J - - - - 'Y. 0 �P RB - PRC�FtLE; - -- -- — - -- 1 _ _ , U 4 � � lit. _ _ r _ ti t PRt L , i - - { N TU a. a GROUND # Tf elf , i ! l R r - ---- - - - �• ; R �O i '`�- 3�. i i _moi-, f i _ _ i 1 , �'��• � I .� rq a , r - - - - - , 1 , , : jam., 1 ; ,� 4 • -. _ r , 1 0000 a via R u o : I a i t I r 1 _ _ SCALE a { M 1 j _ - - 40 t-j t___ _ VERT 0 1 ! 2 3 4 7 5 6 7 8 9 7 0 '� 7 7 7 7 `j 7 7 ro , V RMS w w k ALAMEDA AVE. 2V t3 v a ? 167 166 - �► Q ►� 3 ' HERE 0 17 `� 169 ^ 168 � s 165 19th ST. KERN PL. SEE AT RIGHT Nll � m � ,� "► �/ � 26 * `v ^ x`304 �, SEE SHT. NO. 8 SEE XT LEFT HEREON \ 6 5 k 4 3 2 C cr, S2.n =9,4 ' L=4,93'46.99 965 2 171 8 - 11 -1zo `t� �' n N s�� 't =2356 44.61' k 2�`R �� G .00' 50.00' S0, D' _ � �� �!4 r_ h � � �2 •S 5 r63.001 N9 ,18� L=3.64' ,h�L�i 35.64' 49,36' L=53.32 - L=53.16' 3 - i S 10 L=5 L=51.81' L-5'3.03' F� 3 1 Ar I)o� yt + I ` t ' r 5 3 '�� — " t , ' ,5926 ti �� � ���" �d .�'t�w k1• � q � �• ,. _. .' r�`°\ • �v �� a t 'ins � z �.� �. �� k'� .�, � a•3 �•' 3 /0 1� �• �' q� �� 8 . . ::.' � 163 .t'q„ � Nab�$oQ W � .. \ __ v N45'Gt�' fc+ -� � 52,00` L=42 ''te z ��,��c�� PPRP' J•. \ 1Q. ti�F +,16ti� 15 �� ask �z 3 54.00' 3.00 32, , 19 f: °� +mac F� pbF m �� i'� II L=31,00 22.61 54.00 4 .Op• 2�O -- ' J - `T`�•�.6ia • . •�r 5 C► - ` L=51,48 16 g - '3 ��� > '�C'� Gj L.� Z ra _ , L-33.20 3 I \�� - / z¢3� x �; 'R, L' 22.03' 51.00' 34.00' L=30.00' L=26.10' I _ - 4.02' `,54,47 V 1 C I" I / p 64.79' , Gj� •.� '19 I L=p L=54.02' L-5 160 I 162 I 1 h �, s f 9.00' - 158 159 ,�� .�.�w 156 157 161 2 •� \ 5 I I \ 154 4 \ L 153 148 49 150 t 51 152 w . . 147 `•� ito \ ,� �* �. - u ,, a '� ; HEREON 16 cw- t` ,,� ^ a ,� SEE SHT. NO. 8LEFT \ o o �! \ � ,.� M KERN 19th ST ALAMEDA-PLACEKERN PL /0 AVENUE 17 \\ �. t1� 2 !p �'" h 7 7 _ - dowor jSti•'te9: ,KeYr- F&Ze.-Stk•41T/.ZZto S-& 8t4XSo ro sgsz, fi 7 At 4bmeda- 5(r<Of*Z •1b 6th. Its8 287 �►-ss-a7 p �1 7 DESCRIPTION OF REWSION DATE APPR. •3 0 7 /° ' - CONSTRUCTION NOTES GoN �' �► G. ov Q q` A P�. (mac ��tJIcQ 1�lOT{c 17) CITY OF RANCHO CUCAMONGA « F 0 ,e Z T p .� Z �- 2o-- 6"4er e.G. CN917- 4. X-0. ( ) PLAN 8s PROFILE o . ,�,<',9 N �8. .�.��' e9,s' ® ez"AAePr 65 t;t.tt -0 f W 6uiTsec Me- aTy Sm. odb- go- KERN PLACE 9•f�',?o' scow' 9ssa' 4753' ir,�s'o7' u�.ae' i8z� 9�s�' - !00*' Stri"a.K vt!z cny *n). OWA• w 3100 �'�t�r II fes- FQoRrsta'� 6•"9'35" irzc�' is,957.99' ® ,rzscv• �.��' �-- am�r �M� �"`� t Gmr oto ALAMEDA AVENUE •L?6.a4 q3 74 • • ' ~ 0 r i i t tp �- W�1� 6 v'1r_ 4-ti GAJ-4uTT~� >� Gt 4TO. 04A 119 ?4/4 '� //.?.DO 4739 24G1G ® 5 '•. 8.23 G.rB.Od 60,15'3 �44 `J S 9►0'00'Qo'` .Z7A0' 4.?.41' 2700' 50.3.623" caoca�' .39/0' M:55 �— �o+.t�t. Q .�11xct�CT1Ql. O�LtVIfC A CC�AG>i� t Q . t'�WG.lS' D5 TRACT N0. 12952 es•- '.�s' ,t740' 410-36'j tsar .5•_'rez. e' �.�m 5799' A9,97' 8�— Imirts1.f, oTRccoT Nw�r-_ '*irw t-R crrr -ow. Ns Aot ''T APPROVED BY DATE 4•oi'zs" cb' .4540 ,ri��' 41•,?3'S!SIV Ace.w izi•19' 6348' �— tNSTA•t-u e(- � to Gtrr �• �. ma Am �Qa°E� � CITY ENGINEER R.C.E. Nd 2317 4"�" tA"tf - fl000 t.uM" Lt•P S.q. e 8.17;�~ Goac>d �.e3' •►a.4q' 8-/0' N isac�' 9'9�' s�9�' to tfl5�ht,t- - • r I • � � � DESIGN ANACAL ENGIN ERING CO. RECOMM NDED SdW.ar� Q4.Zz' 4,?.A? 1! - 9/o.� /3.?A� B7.5iG' 4�•�6 *+ 'T•K. DGA c 23,64 P. 0. BOX 3668 utnt . N° 41 T DRAWN ANAHEIM , CALIF. 92803 SHEET OF � GtJt 4 G T ` CIV ��� 'f �E R.C.E. No. 2364 os � Aq �t.�cJ s tb•�O. 888 ' rmrFu.c � CHECKED EXP. 12/31/89 DRAWING NO. T K . DATE g. ���� ` FILE No. 1 116 .h. Pl' 431. P.l. = 4¢o.to 014 64 I 1 R i I 1 73 # p/. 4432•l6 V` OF CURB , � # � � �j� Mt : ; , jq�( 1 s �A�' URAILGtO I fi , i Nb , " o f �, F} - - „ , l ; # _LL k i � - } -- - r : : j # ? , IT f t 1 �✓✓✓ l , f ; j s r •1,.� �] ci ' _. # ' kOALE , J{ w 1 ? �a44 NATURAL AL GF�OUN { b �c l • �) Lv I t I # # l l _ V 1 1 h. , , ; , ; s i I , I , : # L gs. t!G. TPRO _ 1 ': i 1 iUF CUR F! . 43'0 4 ` ATURAL � GROUNDsop : , I , , , I : ( , , , s i i ; 1 NY i 1 i i f • 1 1 , f 1 1 l GALE { N 1 I J_ J I ___t tt HORIZ: , r _ t I , N 1 • _ - s FJ -- 0 I 2 3 4 5 6 7 8 9 10 II 7 7 A0 04 J '. v N7'U z _ VA t2 F4 h J '. �. FRESNO CT %i SEE Rq PL. �Xa�Wit- It fw- ® SF kE'R �os�a *room nt ; �. h •* SEE SHT t t r H7; N0. � �ot'o��f+'� *roQM 9 �,, SNT PL• c�t�! tM ,,� � h � �` � � ti, h c NO. 4 � -� � � 4v n¢nsu II�PQov�M�li(5 v 4w , `� b 145 144 143 142 ,�,• 4 !O ao -�•b 2 � � 141 '�' H h +4 ,�. � , N 147 - 146 ' ,&' rx 128 t27 :/ 106 105 i. �'I °0 h L=51.05' L=50.12' La9.4T 4 4 :k �`' J• z .' `' '► .1�� 4 '� L=9.00 L�50.2 L:41. 7' 4- t� • • 5 M22.33 L=24.79' L= 0.36 PLI-26.76 4 • 111.31' I L=89.38' __ _ L'c79•92' I I d7.�6' 0.00' l \\ t 1 78.96' u • v � ��' • �/� 6 �F� � m d°,y�t� i� � •� _ io s =� ��_� c • ,� �' 6 / / �F�' 3 tial G, � ��_ K' �- . � � � Z V. tv. al ly, CO) b i Mt RS N I. 8� L=55.19' L=55.08' L 7 _ W 13 v �3 .O9 _26.6 X41.8 'L-'18.9 ' j Iw ' ' 5.00 55.0 ' L=55.i8 L 4 3 L-'55.31 =26.55 5.00' 60.00 55.00 60.00 55.00 42.12 � _ '• • 8.46' 60.00 55.0 ' L=23. 7 32.14 48.48 I L=15.71 ,f• " 3' L=11.52' 2.29' S� L=3.11' 22 23 L'R .00' L=4.49' � 24 } 20 16 17 18 19 or 26 27 28 9 30 31 h 32 33 34 14 15 ION &cased G•e./m s and e,�CTfcf uJdt�Pac.. /01x18 �i 7 2 IU T 7 T 7 T 7 T 7 x 7 7 7 7 T ,DESCRIPTION OF REVISION DATE APPR. _ CITY OF RANCHO CUCAMONGA � ONORA .___ � � AVENUE N PLAN & PROFILE .0 7 Q ,Oz'/3 44'" ZZ:A0 4B•/7' 33.48' Q z/'4 7': 2" 44?•G� /,Of 33' 9Z..0' CONSTRUCTION NOTES 2 77`46/�" ,e7oo' ,3.•66 zi. �' �'s3 �s 48zae 9146' -ws 97 SONORA AVENUE 3 94'4/',27 .27.00' 4442' .29.3/' © /0'53=9fG" �X' 95,09 47,69' lO---- 6011 3' N.C. 0*zC 4' A1.O- (*C4- ref?4 CQ�I� NoTCR 17) . WQOA-. & 6L" � 24" rAuTve r,� 6mr 'era rmrA. ge -w'* 40,20' z4a8' � /o•s3'-�" �Ba�' 9B.5/ .�19,�, a- - � TRACT N0. 12952 S /p S3 4G 4d,?OD 9/.6� 45.97 Sts // ,27.Gb 45,66 �to� pEESStpn, -- cottgt s1cx�W t GrtY STt7 . Ns 3to �� �� APPROVED BY DATE c /O x.5.54-- aGl .X' 95.09 4 769• /D/'/G'64" 27.110' 47. 73 -MCF.9.2' �� s• �'°V F'� ` GotiIeT• *MN ��R•or -Qti'T'`rc1!L t�cR GiT� . t JU. Np 308 /o'.ss'4G ' S✓8.00' 9d sl 4940' /5'�OD" /�,?�' ,z93a' /�7s' �``� CITY ENGINEER R.C.E. NO. 221'5 7 �--- C,Ot,�"('• 41C�9ttOfchtrlAl. t�2tVfc 14ct2 GtT`r Sjt�. t /C�l. NQ �jOG✓ 2/°47:32' 61-.010' 197u2' 99 7/' 2/D olio DO _'W-00' IS92B F lN �ll. � r LIr41-�T - 5>30o ttll� * y C 23,647 DESIGN RECOMME D D �- z/"4732" sooao' Mo, 7' 9G,,2s Tk ANACAL ENGINEERING CO. P�� ,4r3��7 -- t 0�� L, Oft? vib-M i 4149 M-0- e M' 6M. TWA• N° aot P. 0. 80X 3668 ��� �k �° 47 J}, C�V�ti• ��'�,•� DRAWN SHEET ANAHEIM, CALIF. 92803 6thl2. t1 N GoCL GLIA jW_'T - E'� •fJ%��ruitul�i�,.:c u""��+�� T�. � 3 OF 12 R.w_ C04 ' "We'-t1 # 1"t- CHECKED R.C.E. No. 2364 DRAWING NO. >s0 r EXP 12/31/89 T. K- DATE 8f I sJe� FILE No. 1 s!39.28' L• C=is . S - - A ?A32' • G4.G4` P s .ZI " 77-LGS P/-56.37 t�Zt9S' y V& v..G c1 v y9 ya 4�g Y8 Pt. *409 P!=4474 IC TOP 0 • ! n I` b • iNATU L GRbM , AL 4k , I 4 GROUND . -- -- I s4 , , � tt71 , _ - - - - - - - - - - : 45G I _l . _ _. _ _ ,� I, - :. , t , t f , , 4 � , -; �R SLE , � 0 i ; � I , , J 1 ' m } s 1 I All - - 1 4 - - - KLINE { . s - -- - iOFII.E t4ATURA . x�.�s - O W i f :GROUND ' 1 I I � 1 I , t a : - j GROUND IN I. K-- — } - n , , : : I {{ ]- -" r. 7 I t E�L) fop ' P�6F - t L ; F , a : L, , 10 , : r ^ i GROUND R � 1 , : (PROILE , NATURA {{ LI AROUND J, 4410.31 t I , 1 1 i { � fQ•. , ' ' , , i 7 , , I I I i 1 ; O i 1 1 : 1 • ri r - _ -- -- - - - - - - -- - - -- — - - - --- - - , Ik 40 i r : •ice , _ - - - - - 1 VERT I 4 J -t t-t -l- F� 1 - ` 0 I 2 3 4 7 r� 5 0 I 27 3 7 k� ,4 , g� �,c Ka�� t t fob �tzoR�.� • � 119 7 - �o � CoQ M oR o t►J t 1Ilt�2ovfcM�ct�TS 118 7 7 - 7 SONORA AVE. f20 � ` SEE HT % � V � � •° 137 � J �=41.73 �� . 25 � N0. 3 v a � a 136 4 SONORA AVE. % �_ ,y i, � L + ° 1 . � � to + � c I �.. __� ro ;; •: � �, � �, � o � 138 -� `� •8�, r�r SEE SHT. NO. 3 W ay 121 117 4c�r � I t 141 140 ? 7 li. 1' `�' �� v oPv, rJ 'MoQ•M t pt�f U I ro 139 8`4 , .,� ►'� 7 0 6 � 7 � \ , .r��, tM�c2lJlfc� � �• � • V' � 18 «► rz h 7 /o $ ,� �� 26 N ti b 5 135 _ '30 �t 0 0 122 �:- ', a m 057' _ V � � � ` . 8' L-12.36' 42.79' u 127 I ca 126 \ �, '� Z o� ti y 116 3 to 123IF sl (A F 125 0 n '� a 2°�� �. o _ � • , b �,� ��� ,9FS 5•y ' t .� �13Q4 1 :7` 124� o C 23,G2T b�' , € Sp,pO, K Ole L=1 ,78' 115 5 '� N 17.83'�: '�. sr CEw i•!Sw N 2 s3�. 3 ' , � 4. 6 52.04' •'' 4 .00' �- �'pF - `�C ��` 1 6.21' _ �. 62� RO Y35.06. t2 �► L=48.36 �,0 ��j. AL n I L=29.88 133 7 ,;rrr,:;nu►�;c;,tii 114 �� �k L=12,99. ,200' g / 5� _ C w 128 v 129 v 132 , 32 ' 113. 28 0 g K to, 1 a, 1z' 2 130 131 v I r 58.00' ,r !'Pi. 300° K �. ^ a v V 1 n 112 •.� SEE SHT. NO. 3 e i 0 SONORA AVE. r I ♦ Lto 106 / 10. L-46.00 1q p x I '0 30 III ��` 33 1111 1 II [ I z 107 „w 7 w w �, j� DESCRIPTION OF REVISION DATE APPR. SEE s . No. 3 y � 1089 110 CITY OF RANCHO CUCAMONGA SONORA AVE. o .�a \ a '�� 7 FRESNO COURT PLAN 8k PROFILE �► � � � � VENTURA PLACE ? -FRESNO COURT CONSTRUCTION NOTES __ - ' TRACT N0. 12952 � VENTURA PLACE —- a(D-_ 60010. V' �•• 4 o, " 4,.0- f00GkN I. r rI) - __ _ _____ c'u• — wmtvT v G1-o j se �txc'7r� X12 GtTT- eoTa rmG• �e, x}03 � � T ,P ,C T � APPROVED BY DATE �- ezogr St r,�lAu�. fm Stas. rxb. IJ° 1310 iQ -��.a�' " / 9.3�' --gge p 9'0/,34" isnoo' ,z;93• r�c�. CITY ENGINEER R.C.E. N 3 7 �--- C01.l� . D.CC�5 121-•tAe � elly 4m. r>". No $t0 4o"45'x" /socb' AtX.71' �7Z' -43-ff4'z6" /may /r�a�' �9sts' DTA" ANACAL GINEERING CO. RECOMMEND o� P t t�IAQK. NQ q� �-- COIJST. 4 ttxcl lTlAt, txL�V �P� fi�cQ GtT�' . 1'�NG. �� X05 © Af 0/95/' 4-Z41' /.V. 's�" /6.t�' . �' i9 DRAWN P 0. BOX 3668 . • s , , SHEET N.q2. co* G AL.VafT VaWWt , //.e 040 gr_aZ 14.�s3 " zaO . AN I IF. 9 803 4 OF 12 LL IN LUM �9�z' /�g. w. (oe. -sds'g i , .e. 7s' CHECcry' rr s3' — R.C.E. No.2354 0-rev W10. 5b O 6 ,2/O'G?�'Gt�~ �BGL�' /J'�•.a3' .�4r.8.2' . r T•K KED `$ � EXP. 12/31/89 DRAWING�0. ✓g DATE FILE No. E w t� I L• ` .G .474/ 4r4l AL V i - - ! 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UVISIONAADDED BY ANAUL ENMEERING3 ``y- G O-err. A'" N-6• cvrev- 4" A,-ep- ( ` ) t �*f. v a,-0 f ?.0 wm-q- MQ e,rrr 4m, M4. N. SAN BENITO A 4 eem4r• slttxtVJmx tw- omr 5fb• "'w Ne 310 6 ref• acZo`'s %2A-Mr reav- C% r 0m• rVA. 99 $310 o TRACT NO. 12952 •. �- GoN�. �.Nr�l. { c:�.�- latn'�� t'� �tTr �. t�l�,. N- yob .� • ' • � GoN�. 12fc5ttOfGt�'SIAd., t�21�{G A.Pt'2o��1.1 t� � o e���El:ssr��;,�"�, APPROVED BY DATE tTr ✓�. t'3Wra. N� 005 ,r-��, � �° 5• �� `��� CITY ENGINEER R.C.E. N0. 2 39.7 �-- t1Je-lTAu. 5Tvreor Nei c- 'emeaN t;t-�e Gmt' Sib- ham• w- 401 ��' `-a, cl -- mc-is ., *Toe strAtl t� Gt em. tTI�ICa. N° Aa2 DESIGN ANACAL ENGINEERING CO. RECOMME D o C 23,547 T LAG a -+ 3 e7 o-- l9%LLG ��T U&HT - 580 t uM11'ch! u.�P S.V. P 0. 80X 3668 o C�szl 'X �'' c. i P tUtaQ� �. ah��6F �� F� s �� DRAWN EET ANAHEIM , CALIF. 92803 S" �F 12 11 �!' cfVt\- �� Gt-ti l 2. tl3 N.S'c. Go2.. Ge.it_�la�.T t!��,s'.7WQ.U,. rG ® yz".4b� ��jF \�o ..•� T�. N W. 604. µAVc-N Iq-, of c i`� # ;;,Esiti;;4n= CHECKED R.C.E. No.2364 DRAWING NO. a (� EXP. 12/31/89 �dfGtil. • %W. M6 DATE FILE No. SL ff 24, r6-9,64' Pl= 475.6'0) 4 '` _ V J Ef r 44ATURAL' GROUND i --tJ } r — — „ - f Cp 1 tL 'T f � L . 1 ; Z CURS I�RDFI+L ' i Ut�A� GROUND ' i 'et ,� _ IATUHAL GtOUN .. _ E RLI�tE P 0 LE 7 f 1 ' Aft•" : , to _t g -NATORM tRbU' d vp l •1 �' - - - - - - - - , , .X52 z • - .l.gIG2.a3 a "AL � f . t Fl. A, ae; acs. „ 1 2 , lj�t — _ -- N , , h . S 40 o U L 0 B ` 0 1L ����� , 1 , �L D t ' : . f t - 1 , _ -- - _ - - -- — --- — HOR IZ I 40 — -- --. VERT 1 M 4 0 � I 2 y 3 4 01 I 2 7 7 7 7 ' �o - 1p 7 7 ' 10 7 E141'To s' SAN EllSNS• ' �a64 62 61 �' c�' a0 gAN BE T• NO. 5 gEE 63 60 ti SEE SH, b . 4 5 �a 51 50 49 �' 48 91 �z b ,c 1� 6 _ - - r4 0 L_23 L-52.94 .94' t M L= 2,94 _ co xL=20,57' Ca 967 L, i L-42• N s x 122, 6 44 — L-52 g4� L-2 rN c 1 57' 38.28 s 0 1 9 _4 92 `' y _ �s _ y - _ / lm rovtm�n�s t� 3 , �� ?� _ ,��, -�� � �U fug P �� 5 _ ,� c 4 i 3 2 �N 1 VIAPA-3' )011 c- 5716' L=57.16' =57.1 ,_ r s bblot 23, Z� w 56' .0 7 6 98 1 60.00 12.64 Q, � � 1 � rr / a / L-26.56 'N 52 56 54 55 r JIfu \Z t v a • ® © J �� �� 45 4 46 L=56.93 1111 A % o N 94 .�; �• ` .�, 0 ` 1 EE Ste• pvE. � � � � � ��c x © � 11 t1 � 47 - s 8EN1Tp 1 S� W• 5 8 Q .4dd� carp s . .t/a�� /.3,Abd 3'rG'Grid.u► ,oew>Y 7. -68 --_ _- SAN w E VES 7 p SE BENTO A p , T.6. �cc,� '✓MITA $AQ43A1�A flu 7 7 gAN 7 7 SANTA BARBARA PLACE 7 = DESCRIPTION OF REVISION DATE APPR. Ccrr�-� Oo�Q SANTA CLARA COURT CITY OF RANCHO CUCAMONGA 0 0 T 0 0 � Al- T PLAN PROFILE 0 ,ZZ _55 o6 .3eao' /40.4, 9.+�.zz' Q le'-T9 a�,w ZM67' I.YZ"' CONSTRUCTION NOTES _ NSANTA BARBARA PLACE _ 36 SZ /,2 //.?GU' 7, 07 3733 /B•39 2S t'_R%C 0 .ZA&74, X03' �•�'X_5 &7�' �.Go' 45.57' � . 3� �.� SANTA CLARA COURT ® /,t•4 149 4/0.00' Si7�' 4!55r.' 3•.s9'4�B' _naez ' 3rB,3�5' ,q,,9. �— Cotii�t'. �" Gc t►Q$ ?.A' �a -rfo_< tYc2 Gt'1`r 5`ra S'W&. 140 �C3 /S'cio'ad" /,?ct�' .2g3z' A0.7:5 i� s"39'4s" -�.c�' s9s4' �97a' A Co�tsf. S�> +p��1c Gc-c`�' �C'c�. r�N�,. N� 3u� nTRACT N0. 12952 Gb" !4.75 ® S 39 4.3 ~.a? 41..3.2 �0 68 �— �A�1�'• 4C���✓ �M� S�� Gt ",GE` h � APPROVED BY DATE �— Co�.t�T tr�r ► re�V� A eeob e, � cny �. r*& N- w5 ,`` c CITY ENGINEER R.C.E. NQ 2 397 AO&a .fes. As /''-4ftstee �r(t.- f.�. . - ,;.. t .°` DESIGN ANACAL ENGINEERING CO. RECOrana Eo c, C s,G `�Ir~ DG A 4 87 to �NSTau. �T�, `T t,�auT - 58rx� Luv 1-�4. P 5. - P. 0. BOX 3668 0 t2 co.NsT, f7AP-k-,G<•T�E ?ER GIT`( STD. DvVG- PI- fio4 t�{Gf.1G�i N1p�-1G. �� q1 , E J;- Cit'! •�•` DRAWN ANAHEIM , CALIF. 92803 SHEET . CGQ-. V�c2T V ►Au. Qf C'-V T{�. � 6 �� 1,1• 'tJ CJQ• t-4A�K4S 1 '( tttrrwtutc!:��r.� R.0 E.'No.236 47 CHECKED EXP. 12/31/89 DRAWING N0. �LfGV• a �dr�0• �0 T K DATE 3 18 FILE ho. I t as i t i ;a I O M C-bRE1 t'1101: - - , Q ° : L , , U i { } - __ ___ �•-' - _ _- .__. ___ _ _ _ __ _ _ _. ._ _ _ _ _ i _ .475.3 I __ - I m � f ( + t , a It 1 ; s , LT I PWR 0� _ - - i iI 1 1 b ; 7 : Al - - - t , ! f } i �' 1uKVUNU ; -}� : • t r 243 ? f LL a } N E : L N R F Llot 1 Ad2 j 1 � y i�FAT�:IRIAL 6ROtJNII - 04" 1 1 1j __ - _ _ - P 7 PROFILE , I. I I ! , , ; I , i 'L 1 �T , : t. i i i ; a =� Q, l.l2 ! 1 - ! � ��} i ; � , o � � •�i } ,� �� � n n {� � i i 1 � �; i � � i , i NATUR lefts t ! 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(� fc r*wc-R-At- mm-c- 1'J) a O- �.+ 8� �,� �.� ia ,� �. Ng oof4 ��- SONORA AVENUE L01.1 btCJfcWA.I.K t 7r Q T `ti `sf c,L��q¢`�� SONORA AVENUE � � '� 31 �,�• Q� 1r• TRACT No. 12952 r . N i � �-- Cot�l�(. �u �I•n1' � GIT`t' 9Tn. C*Ci. N° 310 Q ,2,2�Soice' //,0300 43g6s ♦zzz�e QQ le 19,2a 19�;W 6:_0 .3ie� APPROVED BY � DATE �— e,"*f. ocstoa-wTU�u mNa APmo�N mg, GIT` sro. �. t1q 30� © z-z°x'37" iizia� 446.94 Zed.. ' zz�'io'�z•• �a�' /so.`7' CITY ENGINEER R.C.E.NO. 2397 �— lvA�t-t- OTCS230T mts- i '0160 � arr *m. *94- IS° 401 3Q z2'SD O7 !/6900 4-4.,23 23,0,/7 /o-0V ,--40 io2a�o -'76ro d.9z DESIGN ANACAL NG NEERING CO. RFCOMME D D tW��raA, 'dpTmeF 1.&AT - 58m L'wrect4 VA.f S•V - 49°0,2 zoa' ,2646 i.2.�3' ® 87•.0&.'4/" .�'84t0' d�89' SSB-' -1-5�. p�,p� 3 67 — GUit57. t7AtZ2lGA0E QEiZ Gig STD AWG• t�lf 404 3'-�9'oz" 4G�Gb' z6.Gs` /3.3.3' �o��cb' �' �7Bo' e�,z' P. 0. 80X 3668 Can�f .3',x�' /. P.� 7 . .q�5 Gfi.-b/ �•✓hGr� �L. ` 3'49" z 4lerZ" ,27,96' /3.93' 6�'�'-¢i" ,2700' 3/.96 le,45' DRAWN ANAHEIM , CALIF. 92803 SHEET 12 WIZ• "Cl" R.C. a*-. 6gt.V�t2•T VW2t nW&LA, •� /z il�� ��f��r FL. "�- OF It Y� C,O(L• hAYf�t 1l -^ ✓�' EXP• 12/31/89 t i CHECKED R.C.E. No. 2364 DRAWING N0. pct. I. 1410. 888 - T Y' DATE 8 IS b(o FILE No. i; 1 { Pr..4.43.s, ot4 v 2 A i V� o CENTERLINE PROFILE TIr d- �F °vi , NATURAL Wwr° V N VL . v1 Q /.24- P/=443.87 w GROUND � ¢ �4 f N y �} LAN N a ,, �� p , ? � p o V • n � � � �-� fid' OC q� In N Cl+ � .S h M / TOP OF CURB �. o°�o t� - • j > c,� PROFILE INV 0 o apt — - H -- NATURAL GROUND lit tai Ito ttitiU titi tib' h� = 14 tp, Rohl/ NOTE= 15b, F�Tu �K u S/GNA�E AND 5 TR/P/II�G 0/V T�-//5 PLA/I ti 14A5 BEAN RCtI15E0, 5FE' 5HZb r 12A DRA WING NO. 11165. ►� t7�fi� /� � Q,. - �' • fir__ � N � °fDDn'G�° 'jlCl•fib �:°ID �1�I.D0 ' etr 2 01 .two 2. NN /7'6 B6�, T - ;) - _. A.w•-+ lei_ oo'/.wGe r. .... � � Y7 BYO p o / F S L to L sa��. .w� o 1� ��'2 L=Sa.oZ3 •44' STOP L=53.02' L-73.11' 2 I djt,'D� 00 167 x `th r I Asy -3 RE11156',q v © NO. /2A , ORAW/NG NO /6S R/P/NGS SEE✓�NEET m �/r/ r� l 1� D V `Q v \ V © GSC- f G• fcc rcY �P. • t8-4-63.80 To STA, 'z4+q8 2c- .'I $'I 0 J1 � \ DES CRIPTION OF REVISION DATE ALAMED SIVE N CITY OF RANCHO CUCAMONGA POWITNIyi Ioq NMI: � �� � N Mel PLAN 8 PROFILE ° uSTREET�OW � � ��- �. ��. ( �� � NINETEENTH — Pnqy-r. Vf � tie wt - rn,Y yam. vwy. W.*M NINETEENTH STREET GflNIrr �IVWW ' No. �jl o) ' �. TRACT NO. 12952 ��ttEt�i Rtlil 1t;1,=., `Ar f APPROVED BY DATE �5 ' ? b -- 114mL� how N�fW 4'IfA ( " b a 1`t0 4v _ F �,. ���: `` .� CITY ENGINEER RCE NO. 22397 °I 1N�'�11/ yTO� y16N ( ' � � Np.t�p�) � `= "• S f I'I — 1N,�raw 91-/0 WW • 45DO �ul►� {J Kr. —u \ c; <:�.c 1 DESIGN ANACAL ENGINEERING CO. RECOMMENDED F �, �, a _- ` � � '���•• P.O. BOX 3668 �ir Lome Gxs Le� Tur .GQre57 �, , ,f ` � � DRAWN SHEET tNGN MSK. N° T � y���/��,orc� A// ski- �rli��/�.�c%s, / � ; ., r �; ����ti�` ANAHEIM, CALIF. 92803 T. . 8 12 s Vi �•. «i\ � GV+t2• b N- �• C,oQ• Gt�v�.T V��AhWAt.�.� �{.Pct�,�.c< � B✓c �rf�r,�rs ., . ,,tOF 0-411. Gc*. . NAS/" 1 �urf„��.►►+� CHECKED RCE. N0. 23647 DRAWING NO. W'50 866 EXP: r89 !! }} `S•�• DATE NO.8�1 a�86 FILE N0, t t i s I 1 I , ! : I i i ■ 1 fi 8 fJQ 11 41 i G': i i i 1 tJ ; ! i t 1 1 1 ! , + , ; , 1 , t ; , J 1 : , : f i t G 1 1 , , 1 � � ! � �rL�r. 'TOP �o � c�8 �abFi , , i iOP f CURER FIL �� ; t� ♦ `� is41 I 1 1 ; 1 t -. 1 I , t N , i , , , , at 1 Z NA'1�t1RAL tO�J" , ; 1 , , : , i 1 ; y "11 a t 1J� i , �p i _ �► ; ! ; r y.. ta5 tfb , , �:(� , *94.08 i i ol • , I jj t , , ; 1 1 _ - --- - - _ - -- _ - � Jnr• ... . i 1 i a , t i f , 1 , 1 f , , r S , t F t 1 i , 1 � i i i ! 1 i � i rZ.1`Z�� � t t 1 I h►b b j ,}. ; i 1 i , r { ! 1 I 14 E�ERLM! PRbF t I t ; , s — I i _ # i # WAYUIML OROUND t t , , A , r , , ; t t _ _ - + 1 1 484. !p l , 4 , , 1 1 � : ; �t t 1 N 1 I w i � o u : I i ss , w. ` a1 M LLJ i t' Ct• , s Ly , > i H jj Q` t i 1 1 i Ill N tit f L r.— ab ► f , : �n 7.7 Z v t i �. air- pI 4r 's t P QF C j , i ! PROFILE 1 }� t O Z r , , , 4� b + 1 I r ; i t t 1 N i t i t 1 1 , yy ; tt , # i 1 ' . � -1 1 -t• t S i 1 i i a { i - _ + ! NA RAL 6R�U'ND : I sh , '�J i � � , I , 1 t i � n•J�� � t � i ; t I R i 1 , 1 I 1 t ; : 000 i ? ± l R t i i� ; i f i t 1 �.1L , 1 It � ( ;. 0 1`Vf •I' _ .. f 1JT I t f v U I ; t 1 ' /��1� 1 1 1 {{ , , 1 1 �Y►�• { I 1 _ 1 , , SEE SHEET 10 OF DWG 1116 8 SHEET 4 OF DWG. 1369 FOR AS BUILT OF 2 ` \ INTERSECTION OF 19th AND HIGHLAND, G\ \ \ •' h� 3 \ .4wwi fl — / c,w /�I- y�, (,rye '/� /� lO / �V \Y IV, 1w 17.W' 7V,W, Lew ` � � / �G �.�•Z�/B+•A✓��rt ` N � \ � •Y ` \ \ ��fC�f 1 + �, F� ��' h�B"r✓!"fa L��6 \ _ T'y't- �- �4� " �''►� 1 ' 31 4&-ro 9'3.52 33.y1 • - �. �" X61- - 61� • - w p � tJ ¢ ,,n•� \ \ 22 13' lG 441.77 49.01' + ---- Al INSTALL TYPE "I" MARKERS 9 25' O.C. fi i At IV 9wil- -�"l N�j• �- SAN gEN .�y!1� .�` Qf� G. (�Qpt71�`✓ �-✓ U+qo-t4 '(0 5TP 3G t 8Co.22 Levi NOTE: l 19th SHALL BE CONSTRUCTED PER STATE STANDARDS. {�r�/evQtior� >4. T s^:5�,�4�Z2 S�6 of 2.STREET NAME SIGN SHALL NOT BE MOUNTED ON THE R SAME POLE AS THE "STOP" SIGN. • �+ CITY RANCHO CUCAMO GA NINETEENTH STREET of N % ,J \VK �� PLAN R PROME (VOTE: -- WNIT V M" � Www c��- (ry- liClY fTa VW Y. to, S/O�,iAG�` A/VD STR/PING N / NINETEENTH STREET 4' WN r• IM",lk�- • M . , +ma) O THS PLAN r EEN RE EE 14A Jam' 8 ��J�' ��, ✓�' S�,E�T 1ir?Q TRACT N0. 129'S2 mqr r � r •c - t rte vV,�M VW. t4• ") C>RA WING NO /I16 5 • , >� 7 — uer#4u- z•t�E 'c. -M��kt.t Yeit CA�TR�NS Ti■fAc ■e../ -iS APPROVED 1r DATE ` Aq- i•Paa• .� '� CITY ENGINEER RCE N0. li2-497 =� — hLL � � r It y00 1 K.I"'V. G 2S.0 ;' RECOMMENDED I � %. ;, � �I�" ANACAL ENGINEERING CO � ,� � 7 A 3 a p �> . P.O. 80X 3668 _ ter-- �^s � ' - / AS BUILT INTERSECTION 19th ST. It HGHLAND 1/24% r DRAWN ANAHEIM, CALIF. 92803 SHEET Gad' '�K• OF Gts11'L• "L1' r�. C�?fe-. . t tLV T !w�pw c� .'-- t�,�-�,� E•KG��f Ea/9� L..��s ®REV/5E"U 16 rd 616NAGE f 5TR/P/N!� W. = ,�a a >'• RCE NO. 23747 DRAWING N0. hl• w. doe • vibl�/R'cl� '� 11-1'u 9j. 3Ef 5NEET NO IPA, DRAW/N6 AV. ///6✓`' 1V CHECKED 2 .,,, �I,fG�. s SAO•d8b Nk+� loc F.v r�3Sf4�%g-2Z T 3sr `-� !31-N 1(�t 'C It=•. DATE i fade FILE N0.• 99 f -09444 f , - 1 e • fi � , UTUAlt I WLL TOP tJF CURB PROFILEL J - - i - - - - t , 4 i a ; . n 1 O I , I : . s t 4 i s i 4 , I i 10ENT�RLIAIL PROF E JJ 1 � t VA+U�AL +� GROUND - a i , i , 1 a � fro - a f N L, GRO 06 PiF igt 1 E`LY. rt'01� • 1 O FIIL t1 - t i , ,{ t i .. - OF CURB PROFIL& I ; 7. { Aa- 1 'a - _ i PROFILE SCALE: - - -- - - - - --- - - - _ _ _ HORIZ: I = 40 - - - - - - - - - - - _ - - - _ ,� : i VERT: I" = 4 -- ii — 0 2 3 _. TRACT N0. 13425 i SIDEWALK O �/ • ♦ A.C. BERM INTERSECTION OF 19th AND HIGHLAND TRUCTION NOTES: SEE SHEET 4 OF DRAWING NO. 1369 •��� q \ - y 19th STREET _ _ o ? - $ lns4!/ Sfr s�n Per .O N0 401 _ - s�y^ P� orf•y sed \ -- �'O/�S t 'r!✓ I� 3/Q ¢ CURB 6 GUTTER Coxs�-X.Ci• &,em (9*cr) A.C. BER �10� , SAN ENITO AV NUE n�.-ra 5f` �. A TRACT N0. 12952 1/24/90 �'� \\ \ \ �. �03l9 23 C� Co1 �07 • ® AS BUILT INTERSECTION 19th d HIGHLAND. y.e�J S• g'I 2 23 ��•� ')h•D6 111 Rs6!• -r r,- OznfF c- S}7A . 0410 To S(A. 0-4 Q3.to rt-zC•>I<7 t \\ 1 _. Q ,Pc% #rte cs. �Gt� sem• d f 93t 10 D-/6- 3Z, Z' ` DESCRIPTION OF REVISION •5,J. DATE APPR. i CITY OF RANCHO CUCAMONGA PLAN 8 PROFILE HIGHLAND AVENUE CONNECTOR ROAD s :,�� .`c���- TRACT N0. 12952 SSr, , -- �� 14T NO. _ Fye APP OV D DATE LLAAi 4_ R E BY CITY ENGINEER R.C.E. N0. . 2n97 C �:7 DESIGN RECOMMENDED T.K. ANACAL ENGINEERING CO. �A 4J-wb7 P.O. BOX 3668 Jt• Gam- � CH MARK ��� ' �� DRAWN ANAHEIM, CALIF. 926803 SHEET • . F �. C �1T.K. 10 I2 �n HIGHLAND AVENUE CONNECTOR R 1.I,Z. ..o.. N.E. COR. CULVERT HEADWALL . :�.� , �.W. COR. HAVEN 8 19th ST. CHECKED R.C.E. No. 23647 DRAWING No. ' • T.K. DATE 1�/4!� 12,O/31 reg [ I 1 kLEV. = 1430.888