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HomeMy WebLinkAbout3543-313,21' I I L=47.13' I APPROXIMATE EXISTING GROUND 0 20' LEFT �- z- LUX. APPROXIMATE EXISTING GROUND 0 18' LEFT L=159.35' w II L=98.34' L=57.63' 30.25' L=79.67' APPROXIMATE EXISTING GROUND 0 20' LEFT + C:)►t'- OcON cit Ih +-mom L.O.0 L O,C TAN L.O.0 PORTION OF 100.00' VC �- ' \ ci - n � I00 00 cD 1-1 L-47. r 39.27 ` ` ` 1 cD 50.00' VC ' O.'' ' O.C. PI=1428.41 '` � �d •a �e v •d - - c0 4 c� 4 t, 4 c� 4 c 2 c� 2 v c� 6 6 c� 6 U z L. L.O.C. m 1- 1-- 1- 1- 1- ►12 1-- -- 1� 1- 1- 1- t PI=1427.53- 9- 9. 9-3 ►-- en ^ o d m -- co 4 4 4 4;-? 4 4 4 4 sop°fo - 192' uq ca m rn p u3 r. 00 w U _ . _ ca m`' c3 iF, i i is v © °o 0 0 _ - _ �, 00 TAN= m cs a; rr; ai vs z 1�1 to �•� ""` �` -- p c0 �` U N N N N N p t N N N N�.- - w 'd d .�- ^ �-- (� C ? O C+ ~ 00 t[i n ®yr N et We 1 7 p C+ 00 + t 3 l w 1- �' `, ; ,�" °" { � � + � `� `t IDENTICAL POINT 3 t�Q 78.55' VC CI �1 r: c0 m ao 0ci ai 00 -� .� co r. :-. oar:. ,... cel 1430 LT - 0.50% 1430 LT 1430 LT �- cq� �Q o + + N +�� w �_ � .d + P PI=143$.55 1440 LT +_ C4+ d 13.21' L=7$.55' - 0.50 0.50% ! ' PROPOSED TOP OF L=84.20' "�' 050 APPROXIMATE EXISTING GROUND 0 CL m APPROXIMATE EXISTING GROUND 0 CL \-PROPOSED TOP OF CURB 0 18' LEFT p CURB ®20 LEFT 1 L O.C. f CROwN LINE , � TAN=0,50 t, c, 4 4 4 �4 L,00 , E--- "'� �?%'' TAN=0.50% ` TAN= -0:60% 1 . L=75,40 50.00 VC 32.20 � ' 2.02% _-� + 'D E2 � � 4? U L,O.0 PI=1429:20 ^ m �`1,, oo m w CROWN LINES 2a� 100.00 vc c; �- Q o, r, � w .� APPROXIMATE EXISTING GROUND CL PI=1428,42 J - ' + ; mid ' - � �3 3 �� ' �+ _ 00 -' ;o -- + n " a. p00 p �• c,> n _ Q 0c: 50.00' VG 1 m" 1-I m��� h-> �..- -I ay z wm a� p4? Co z5^ d� 1g ^ '0D 9 0' EXISTING TOP OF CURB �' 20 LEFT J > PI=1427.54 m p ' fn 4, Co p 5. LL _ TAN= m ao ai + N ^.. - ,a *- m J C'4 br o r, -ei r 0 04 TAN= °6 °° o$ h p •� _ c►0 c v � ui ' dp r " ' sn r. + rn Q ^ 2.50% -2 32% p Q V) n7 t0 N p d- + Q6 t "� N + c0 '' r _ 1 c i h W) W) o 04 N ®+ ','O 04 �' r IDENTICAL POINT - "� x.50% PROPOSED FINISHED SURFACE CL .....,.�.�.,4..,.-. ,i_ `�..:13N lliJ/a CO a oo � ''v -.... r n. � � , ... r-. 1430 CL r 1430 CL 1430 CL > zi 0 00 ^ • n Q N ,, + T° T APPROXIMATE EXISTING GROUND 0 20' RIGHT 1�0 CL - , . _ .� 0.60% � z .h� + to m, # - 98.94' VC 22.50' 22,50' 14ZSZ 16 EXISTING FINISHED SURFACE 0 CL + ,_ �-- > � " o ._ '- :- f. ®' 0.50% PI=1437.46 PI=1 � oo L=19.55 42,37 L=119,04 PROPOSED FINISHED SURFACE 0 CL +'�C�o CN TAN APPROXIMATE EXISTING GROUND 0 18' RIGHT , a , :° '. 5�i _J .� APPROXIMATE EXISTING GROUND 0 20' RIGHT L=159.35 ^ s„ ,y + Ki �' TAN=2.659 o v v o o N "o• o m cmc 1- L=47.12 w ^ r ,d + v ca c.� c� ^ 82,00' L=79.68' oa N of o o R�MOVE EXIST 39,2.7 PORTION OF 100,00 VC ! _ r ca �,, '- '- '- "- '`- g � � �LO L O.C. L.O.C. e+, �A rjb ` 0 _I � AC PAVEMENT 35.73' L:O:C: PI=1428.41 _ _ �' M � � i '� , �� v `t � m '- � ' � w T '- 6 6 ' J , _ b v �' `(n w m ..- Q.50% -0.50% �� > --- 50.00 VC L.O.C.LOC� a � I i ►�- � _ Fes- � �„ - - ~ I- . �1` r o i% c3 c� c s �- p '� `¢ _ _ i PI=14, 7.53 t� r� T T T T cj - �{- - __ - , a F - 1- f ? E.� F- O t+D >jQ + +- L�- 0o r - as z ca c� c> +- F- o ci = 3- �n _ 1.01% AN= � � 4 4 4 4 ( i � � ,.-- � TAN- � TAN- c0 ^ I h7 O h- i- O p ew M Q O ^ U S7a 07 N U `s C i i- e[? N "`? L j tf �} .� p Do CII C) s "- et• M p J L? U m 12 fu_ � o ►'� d C) aa- _^ r t + t+7 c0 s a0 qp C st ti a0 K9 m F-- O aQ 00 i h r r '� h h � � IDENTICAL POINT ,.- O h C%4 DO coDO + ^ h O h h �d 1-- VE3 y- .- O O CO �0 + �- ^ d- k M � 1430 RT ,� �- 0.50% 1430 RT 1430 RT N p �- ^ �' �- �-- 1440 RT .� fV +0:: dN" Ali r° *r-- a- -=3.- +C14+- v � �:.... /� /spy N 0.50% T h PROPOSED TOP OF CURB 0 18' RIGHT K; . AN= -0.53% - TAN=0.50% , TAN=3.00% PROPOSED TOP OF CURB 0 20' RIGHT LL. PROPOSED TOP OF CURB 0 2O' RIGHT EXISTING TOP OF CURB 0 20' RIGHT PROM 2 HORLZ r= 40' 10+00 11+00 12+0010+00 11+00 12+00 13+00 14+00 15+00 10+00 17#00 VERT: r__ 4 RECORD DOCUMENT GRAPHIC SCALE These Record Documents have been prepared 40 0 20 40 w M based on information provided by others, TheALLISON WAY ATHENA Design Professional has not verified the accuracy ENA DRi Y t�/ E and/or completeness of this information and shall 1 SEE SHEET 2 (INHU) SEE SHEET 2 not be responsible for any errors or omissions 0 46�' ( I may be incorporated herein as a result "` LIMITED USE 5O' AREA 25 25 c.� r= ' �� cn p 2 � 23 ! U �, ,�� EX1 NG 8" SEWER-. z �' 43 � 5' 1$' 1$' S' -�-, - r 1 1- n w PROPOSED 3 - Z•1- t(a_ 5 I 20 20 ._ 5 EXISTING , ' ��„� n;ifr• 1 14 _ CN rn[7, PER , ►► w PROPOSED u� t i l I t I ' TIlaLI7Y EASEMENT c, �r h N 8 SEWER °Q o •- 2 a ��,• '' 1)A EXISTING STREET z ;? '-` ^ ^ i g w Ili I d I � ' (TO BE RELOCATED 4 Ll 14 OF 17 �- o= II cv i ROFES IMPROVEMENTS PER 1` �� oN0 - Rf1N + + ��+ v ! i w ° THROUGH LOT 6) 4 P s�o TRACT NO. 12314 d- �, �; OVA Me pl� b 43 �--` � - - '� � cy + > sr � � ��'- � Il i � I� •� � 14 I 11 � ry CITY DWG. N0. 1947 0, N N •- vy w 4L 10 - �`� \D Air �. I SHT. 14 OF 18 : ii z j -+- Q a v, j� /� Q 1 Ib ►'i vy 1 48 'Tl �O p ! II i� c� N } ' , o ��9 ZQ i { h TR. 12314 �,, " 4 SCR - iz it + co I 0o L-EL►1T6. �iT�$8T ;� o Ivo. as97s � � I ` � �, � 10 i� , � ,- + [� 1rt) 1 , *-- EXISTING f i4 8.30 C 'd J2 + MKT P'��-E PROPOSED *P. si��or I II I I R II PROPOSED R%W +- PROPOSED it 11 +00.00 MW COURT= R%W - * a� - -N _ , ECR 8 SEWERA BCR 5 + ' : P ��� CdVIL �P ii I _u -+ _. __. `' {I H �` 1428.29 TC Ira j 10 1437.63 TC �t� _ Z 14 E `n } _ oFCALIF� I i i 27 N g 8 I - - - - - - - - - - - - -- - {� { ¢ 16+63.22 CATAWBA AVENUE= �� _.. - - + �. n 6 18 04 91 ATHENA DRIVE D e$] ( -i _` C __�`:� 1427.40 1 �14 d _ 1423.50 1427,60 CR NE 9 6 +� �r i 1 , N00 00 i$1N -- -,� _ 0 9 1 `�� `-- a � ,, � I1 I 1 15 � o� M 6 `��---; .FI_,�4 �,.� _. 14 '18V 0 f1 .� � _-` - I h t { , I , I . v __ _ _# _ 1427.42-�- - a - - + - - - - - I -, a an _ -+ -�., .... ,,.�,...�_ 9 f - I 6 - , / 1 i -- �. . V `� .' ..- - I X 427 52 1427.1 1 - p g 5 "' - _ 6 ! J -- 3 ((�� I NOO'00 18"W - 1 1 t .. 1� I -�-� v �-.v d `n N , �a ,x__. � .. _ _ i 4tl - = z ,,�� -�. - w__�.. _ .a_ PROPOSED 20 �_ 47 00 WR NG ..� _.__. "� e_ �- ta ..�., � � 3: ., �. ,..� , - , . = ~�- e = � � � UTILITY EASEMENT �-;, i 5' GRIND 0 cu 1 11 ,/ ,� 4 i0 --------- ----- -- - -�"" t i iA m ' f 8 _ I f I PROPOSED RfIW i<- 6 ` ¢ ! X1swn A F{ 12+31.02 BCR �' e BCR 10 00 i ¢ c, [ •ha- w Y 1427 TC I I �' 1 28.30 TC PROPOSED R/W I a BCR \ °q i1 p6 { -`�� PROPOSED I Ij I O C 1l as r \ + ,z,- I w _,� _ _ d � �,. I K 1 13 12 11 1 ti. 142$.55 TC I w �� 148,., T.. I ! I III 1 2 z �' R f W ECR d ! I �. C-Jh 0 �" �' 41 N..w { .._ I I T'_ c PROPOSED rri �, y Q p + m Com 1428.03 TC ' - �(7 %P LO w ' 48 49 O i(� i 1 CD c, �* II i I + •� $ WATER 101P.6 + Z, , Q !_ 11 1 M p ^ ! ' 1 ' 1-o +1 z a I I 5' I I 20' 20' 11 1 J 5' � " BY OTHERS }�Y� FI-�1T i J �� i I co i II 0; � PROPOSED 1 �-il '`" w t i 1 I N 8 WATER w w C, 25 25' w r rs r E r '�' 'd` e n rk 18 :z18 ;�, nv nrf �r-ne� /SME 16/; x Q p j`' /� � / / D 5 5 0 4- rs v1rrcrc� 26 z V- z LATA i► Y BA A VENUE 23' 23' TR. 12314 Q 50 46ACOCJRT CITY DWG NO. 1947 Za - ALLISON WAY ALLISON WAY SHEET 8 OF 17 SEE SHEET 2 SEE SHEET 2 9 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD, DWG. NO. 109 CONSTRUCTION NO� 10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD, DWG. NO, 1015 &_ SAWCUT AND REMOVE EXISTING AC PAVEMENT 14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; #7) ON 25 FT 4GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY MARBLELITE POLE OR APPROVED EQUAL PER CITY STD. DWG. NO, 1016 15 PAINT 12" WHITE STRIPE LIMIT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33 5 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) i 6 INSTALL STREET NAME SIGN PER CITY STD, DWG, NO. 139 6 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD, DWG, NO. 1003 26 REMOVE EXISTING BARRICADE AND WOOD FENCE 7 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD, DWG. NO, 104 (MODIFIED 8' WIDTH) 8 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 27 INSTALL R1 "STOP" SIGN AND LEGEND PER CALTRANS TRAFFIC MANUAL SECTION 4,03.6, FIGURE 6-33 & 6-36 V REV REVISION DESCRIPTION DATE ENGR: CITY DA/ AI -1 TE (f `� SHOULD CONSTRUCTION OF REQUIRED -� IMPROVEMENTS NOT COMMENCE WITHIN CD C= TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY N DIAL TW❑ WORKING BEF❑RE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO Q YOU DIG You D I GiBRING THEM INTO CONFORMANCE WTH TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT V. g4vyiu v "-w1 : iy DI A V, 01; PROPOSED AC PAVEMENT L --LIMITED USE AREA NOTE: GRIND AC PAVEMENT NOTHING 30" OR HIGHER WITHIN LIMITED USE AREA i' AC PAVEMENT SAWCUT AND REMOVAL BASIS OF BEARINGS: BEARING ARE BASED ON THE WEST LINE OF SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16085-1, M.B.282116-20, BEING: NOO'04'38"E BENCHMARK PREPARED FOR: YOUNG HOMES B.M. SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET J 3ti1, I536697E AT SOUTHWEST CORNER OF RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. CALIFORNIA, 91130 (909) 291-7600 FAX (949) 291-7630 ELEVATION: 1365.01 CURVE DATA TABLE CURVE DATA TABLE LENGTH RADIUS DELTA LENGTH TANGENT > RADIUS DELTA LENGTH TANGENT A 30.00' 9000'00" 47.12' 30.00' L 200.00' 08'06'26' 28.30' 14.17' B 48.00' 90'00'00" 75.40' 48.00' M 180.00' O8'O6'26" 25,47' 12.76' C 58.00' 97"08'47" 98.34' 65.73' N 220.00' 08'0626" 31.13' 15.59' D 112.00' 29'28'54" 57,63' 29.47' E 43,00' 212'20'01 159.35' 148,33' F 183.56' 26' 16'50" 84.20' 42.85' G 25.00' 10606'20" 47.17' 34.48' H 25.00' 90'00'00" 39.27' 25,00' J 25.00' 81'53'34" 35.73' 21.69' K 25.00' 9000'00' 39.27' 25.00' Prepared By: ALLARD ENGINEERING Civil En inarinlg - T and giirc7evj g - Tand Planning G_..� 8253 Sierra Avenue Fontana, California 932335 (909 356-1815 Fax (9091 356-1795 s David S. Hammer, P.C.E. 43976 Date (expires E!30I20051 e�01FESS,Q IVY Z DRAWN BY: No. 43976 AE * Exp. 6/30/05 * DESIGN D BY: 9� C/ V ; �� CHECKED BY: CAL\F� RJA LINE DATA TABU: LENGTH BEARING 0 NOO'00'18"W 1.05' P N32'20'19"W 30,25' Q N08'06'08"E 46.91' R N08'O6'08"E I 92 86' S N08'O6'08"E 57.89' CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT NO. 16568 SCALE: MIA COURT & TAWBA AVENUE AS NOTED DATE: STREET I OVEMENT PUN JUNE, 2004 PP VED BY' A DRAWING NO.: 3 CITY ENGINEER R.C.E. 51152 3,543 V5 Filenome: M:\dwg\15918\Final Design \STREET\ 1 6568ST03.dwg