Loading...
HomeMy WebLinkAbout1726-D i 1 1 . : ; , i i # I i i k ; i i ; : I 1 i / 1 l , I ; : + ; I 1 r } : i + 2 } I 1 1 1 2 1 1. i ._ + + 1 + I- l . 2- _ _ i } 1_ - 1 _ - _ _. _ _4'_-- �__ _ _ ._ 1 _ __ _ _ _+_._ __ _ _ • , , I ; ; { i ; ; I 1 4 ; I r ; 1 ( E f I I ; ; i i « 1 I i l I 1 i i ; 1 1 i 4 k i i 1 i I 1 t t t i _i _ - - t { ! J ; t I f f 1 , i { r t 1 I i I { i i --� t— i i t 1- 11 -- -_- _ --- -_- - - - - - - - -- - - - - - - - - - - - - - - - - - - - ---- , + .}� - - - - - 11 - - - - _. _ — 1 - - - - - - - - - - - { I -4____ --- --l- - -A------_ - ____[----� 1 100= . � oo5t.♦ 1 - cf �t�0 $9.�1 _. I I FROM sroRAc� • , I . I 4 t f , , 1 � 1 I i i ' ' i I j { I - 1 j t i 1 i 1 { 1 , 1 . i } I : : r I + i t + l 1 + 1 t _ j y J y_ ; 2 - -2 - - - - 1 - , , + -_t . , i -; I , ; i I - I .j. } • 1 I I I + J I 1 I �_ t l._ 1 ... 1 _.i. J.. Y i I #- +. _-1 , - _t I ' i_ _.� 1 + ` } , ; _ _+_ _ - - -; + - - -- I t , ; { 1 I { I i I ,; 1 1 i { i ; 1 1 i ; , ! i + : f It 4 i ; 1 I i - - - — -__ - - --�--- _ _._�.- -- — - _- - - - - - - -- - — -- - - _ - - - _ _ - --- - _ -- - -_ _ _ - -- ---- - - --- - -- - - - -- - f k I 1 ; 1 00 _ i 1 , { k ! i i # I I 1 + ; I 1 - _. --- -- --- -__ -- - - - - - --- - __ - - ._- - -- - -- - --- - - - - -- - _ - - - - - - _ _ - __ _ - - - t__ - __ - - - - _ - _ - -- - - --- — - - - - - - - - -- 2 -- - - - - - - -- - - - - - - - - - - -- - - - - - -r ,II # ,} ii _ _ _ 1 i tri I tl UkFl t { { ; 1 ; -t -� I i 4 4 i i , I # t ; 1 ; V ;> i O I 0 1 ! } t I ! 3 t 1r__r i 1 1 1 { I 1 1 I , I I - --- - - - - - ' Q - - - - - - - L-­' - - _ - - - - - - _ I I ! I ; 1 S ; i S I I { i + I 1 M ^ f 1 + i I { I i I I I p � I ! ; ! 4 ; i _14m. S S 1 ; I + j S S S i 1 ; S i ; I + _ i I S ; • ; . I i I tQ 1 i : 1 1 i ; i r i i i 1 1 i 1 } ! # i ; ItV 1 i 1 i 1 ' I I + 1 : --d - N -- - _ - - - - - - - - - - - _ + 4 � ,- 1 2 1 --- - - - -' - 1 - j - - - 4 I i , I i S , ` . , , ; . ; ' : i i i 1 ; ' ! i i i I ; 1 1 1 } i M { i i t t ♦ • � I t 1 + i I { , i ' 1 .� i t� O I _._ __ _ - Ir— _ _ - - - -+ -- - - - - - - - y - _ - -- - - 1 - - --- - - - - - - - -- - - -- -- _ _ - - -. 9 - i + 1 _ 1 j +_ +__ ±- + 2- - - - y- y - -1 - } 1 i i - i 1 1 ; : 1 1 i # k i 1 { } , i + k �„• jI Ob 1 i # I 1 I a 1 I I ! ! I ' I ; t { j 3 1 1 i - --- -_ _._ _ __ _ ._ __! __ _ _ __ ii - . _ __ -__ __-__ . _ __ _ _- __ i . - _ _ - __ _ _- _ - _._ __ - _. _ _ _ _ _. _ . _ _ _. - - -- -_ - _ - _ -- j _ _ _ _ _- _ -- _ _ __- -- ._ i}} 1 f l i 1 1 2 + 1 1 1 1 - -- - _ y{1j{ __ - h-- - yy} _ - - - - i- jy({- - - - i- - + - -- +- - - - + + _.+_ _ + - j - 1-- - tr -+ -- —� _ _ - - - I - - - -- - i , f , i + } f : i , , . ! - : } + 1 1 f , 1 F . I i + .+ - I . 4 l I - } r + 1 - 1 1 , + _ _ _ 11 r , i I , + r I i + t � 1 f I I , i 1 I I I -- - - - I- - - - #-- - - - { f .11 I- -- - - - - - __ _ ._ . -- -- - - - -. - -- -- - - - - -- - -- -- - - - - --- - - -- - -- - - -- -- - - - - 1 - - _ AD 1 i 0� I f r j 1 } + i i C 6 1 ! , ;B 1 ' � 2- - --- I. - - - - - - - -. : _ _ . -- -- - 2- - - - - ` -- - . 1 - - I - - -t-- - -- - - - - -- - ._ - _ _ -- - - -- + i I'll -} � � 1 - -- - -1 + i _ _i_. _ { 1 - $ - 1- -+- } + - } I11 i i - + - 3 - 1. t - --. _ _ _ ._�_ -4 -- _ I E1(ISmNc sTDRWt DRAIN ! — -- .. - , I I j - { i I I i I ; i t ! j W- I f i I I + I I %V-3. j e ; I 1 1 .I 1 f f {} I I 4 I ; ` PIC?INt CONN€NCT10M a __ # _ _!_ - _j. 3 - 1 , . } 1- �. + yg y - - + _ it i , . , -� _ 1 f L i { . • } _ I , ; { i _ _ _ //��(y�/y _ - . d_ . -_1 .-. ; ; -_. . -_1 i- __.a _ - - __. { - "tz _ flillo I , f ii 'malJJ�� 1j. : 1 . 2 _I00 + i 1 i 1 , I _v , 'Ar(-1 f ; 1 i 1 , { V # I : 1 1 # + ' f ' 1 I 1 1dtq'% ! r ' I i I I 1 ' 1 I + + I I 1 1 y r I . f . �t I j �.. y } • . + { + + + i— +_. -+- _ _ _ _.� _+.. _{j,.. - +.. .+-.- _. -..}._ -T'. -.+_ -+.- -}_ -2_ _ 1. _. -- _.I.- ..�_ i. -+. __i-- _._}. j_ -+_.- .j.. _ + .�._ I - .+. t .I. .. -+.. _+ �- _ _ _+ _.#._ + f- _ 1-1 I f } 1 J } f f 1r + , , . , f • I i i ! - I +._ I , A ; ' + _ { I f f r } �, �a i } S i 1 ._ - 7 ; I k i ; ! I I i I I I : S i ! ; j $ i i 91M. 5 I �8, i nti i �j_ K� I 3 i i ; i I =01001'0 i I i ; ; , Nti i i i ; ; ; ; A I + i Lf) . / 11 i i .- I-. -- - 1- - _ i y. -, _.. ._.y. . . .1 y-.-."}. - y. + --+ . .y ., + y- t 1- : -!. y ! . �. ,. r -; -; ♦ - I ; 1 �"+iV—�� _+- - _ :j 1.. .+ tv j r, t {O:OO�i3- �L + i , o - , + -i -i ) ('0.0050 - ,� I cn, �`` I I I I 1 i 1 { 1 i i I I i U ; j Y t i 1 I i M W + I f 1 r � , i + f ! - - - - _ _ I - - _ _ - - _ - _ , ; ; I ' a. I ' ± I ; { { i # ; m to N 'to t 1 # M t p i 2 ; . + I j i 1 f 1 I ; d :t : 4� 1 •hz 1 i I ; ; I 1 1 1 i i •C f 17- I I i i * + Of ; I ; L� I I I i t- I 1 _ _- -- - { -- - - - - 1 _. 1 i l N ; - -- — - _ — - - - -- - - - -- - vR _ -- - ___ — -- -- -- - - -- - - - - - - - - - I i i I M ^ N� ,N16 # ! Is O SCO 1 i � �1 ; f 1 �i 1 I- # 1 { I cb 1 ! � : ; S d } I I ! ! l ; ; (� I j I .O I IE+) 1 Q O I ♦ ; _ { 1 ; • � - - - - - - - - } I- _ , � � 1 1 - 1 � .l- � i - - - �--. .__ ._._�_ i- ,.- _. _]_ .� _-1. 1_ _ _ _I_ _ I to _ _ � - - 1 -� - -+- � -+ -� 1 1 - - -+ -+ ; t . r , ' fi ; j 1 i t *- } f + + 1 1 t + I T i { l i 1 i ; I . - � En 0 1 j i CD I ; y i ; ; i I ; ; ; C4. I tD N N IM + w i I 1 ; 1 1 : + Of U) i , I I I N . I 4 i i ! ' �: i J6! i ',� : , . + i i 1 I I " i 1 M: I 1 ! -._ - _ _ _ - - - - - - - - 1{ 1} rw ; - -2 -i - i I 1 . -2 __ i-_-�_-_, +_ _. -. +-._ ._ , } h f1 _1 __ 1 j oi+ E31 .1_ I ;^ CO ! + : : [D ; 01 r t 1 1 I + + { I N i i ! i 1 1+ i IO ; t- � I 2 i I 1 I N b I i N i 1 1 C4 C . S i i 1 f I I 4 : N '°' 1 I 1 1 CN N I m I + 1 f 1 I i �p � I O 4 '� i ; I 1 } N N 1 N I + i O + I i+ I I } .i i --}- I , I . [_ 1 I ♦ r+ i .i ._ . r + - - + 1.. -- - -.1. { _ .. -( I - + .�- , 1 .'1. r -+. :.� -1... ._1_ i .. .. _ + j1 .�_ _.�- -{. I ! �I- I +} tt j} }} f cs + 4 1 . t , 4,r r► , , i 1 { 4 , 7 -I... i , i S I f I ; I : i �� r .�.. .. .�� .` 1 1 , 1 1 -1. • 114 F 11 T } I + f P'' i I + J + I xx 1 I i O W; 1 3 I f I 1 / I ! 1 l I 1 - - _ _: _ I I 2 + __ __ - - -- - - - �- - 1 1 _ - ° — - - - a t{ - { }S' {- _�.. .� *. r } 1 _.} i I + ; i t i i + t 1 - t f I } .. ! 1 _ .. _�. , _ *. , _-t-_ .. _+.. - i } } �IV��.a 1. .� 1 , 1 I I r ; 1 i ! 1 I 1 I L---4- I ­-----­-- I I { I ' { ; � I I ; i + , -j + } c L� 1 - :18��2CP 1 I I i �ONST. 26.D6 LF 1 I 1 t 1 I { i 1 � I II I - i ."f -t I - I I i ! !'FO - 1 1 I 1 1 �, 1 + 1 _ _ _ i ♦ , f _ _ _. - -.,_ _ __. _�_-._ -- _._. .. - __ ._ _.---__----�_._ _ ___ . ___ - _�___. __. __ -- _._ .__. _ . ._ .._ _ . . _ _ __ _._-_ _ _- __-- _- - ____ __ . . � RCP T i . . 4 1 . r . , : . i ♦ I I 1 I f . i i i i : + 1 +- 1 { i 4 , i 1 + I 1 1 + 1 } 1 f + i f I I + i 1 i 1 + J 1 I 4 , + - _- _ - _ _ + 1 t } i I - f I 13 0 b) , # {�35b D) I {. 4} 1 4 } { : I + { t 1 } r r j I r t t } 4 i } { } _ 1 t _ I I } I i 4 1 1 7 # , S i { i # i f 1 i - ____ _J_____ _V _.'i A_ i --- , r : : I ; + S w I I 4 } I ' I --i L I ! ; ; i t i 1 — , �--_-1 - 1 1 - - 1 f + 1 _ I I 41 1 - - -- - - - 1 - - -- - - - — ------- - - - - - - J - - - - - - -- - - --d - -- - -- - -- -- -- - - -- _ _. 1' - - _' - - - - _ ___ __ -- __ - - - -- - -- --_� - t - --- — - -- -- -- -I-- - -- i - ---.-- -- - L N' �ut- - -- -- -- --- - - - - -- - -- - - - - - - - - - - - --- _ -- - - -- - - - 1 - - - — - I I I 1 , � I ; I ! I ! ! 1 I ? ' i } k I i ; ! I I k --I TO BEGINNING ON UCT10N k I ; j ; ; { ' 1 1 I 1j , L .. __.�.._. --_. _... .. --#-- -__ _ _ - _ _ �;; _ -_�---� J{y-- - - � - - -- --_ � - - - -_ � -- _ -- -- --jj{}{ -- _ i -, � ]jj4t � � � � � �1 1 1 � � � � � {jjiy � � }+` � � � } }}}t}}}}}} � I + � 1 , , ` 1 I - - i - - - - — - -- --. - - - -- - -- - - - - - -�-_ —. __ --- - - - f __. __ _ __ -- - - -- _ -- ---- --. -_ --. . -- -- - -L--_ -- - ---+ - - __ _- - -- - _ - - I ---� - - -----!-----t- - - - -- -_-+-- -- - _ -- — I}— +- t -� -. + + 1 } — - I - " {} - i I ♦ ; + 1 , yi �— • ; i { I { I 1 { 1 ♦ i I I ` I ; I t I + _ { ' 1 4 } 1 J 1 r i 1 I 1 tj __ _- __ __ -_ __ __ __- _ _ - __ _ _�_ _ _ _-I__ -�__ _ ___1___ - -�-_ -__ _-_ _ I -- - �_ .-_ ___ - _ _-_ __ _ _ _ __ - _ _ _ -__ ___ __ _- __ -_ ___ ._ .__ ____ ___ _ _ . - - - --- -- - - - - -- - �- - . 2 - -- . _ -- --- - -- -- I --- -- - - -- -_ - �_- -- - -- _ �--_ ---� -- -- -- - - -- --L__ _--- --- -- - ___ . scA Es 1 1 j} __4 L _ _ � 1ji I I I 1 1 i i i i t I I i i + - } 1 I ` I I I , I i + , i I 1 1 1 + i i I 1 i : 1 ; I 1 4 1 , , rr , ! 4 I I I I 1 1 - 1 I I � 1 1 {{ i 1 i 1 1 1 # -4 H R►Z N. 1 ' - __ i - - - - - - - - - - -- -- - - -- - -- - + - • - - --- -- - - - _- -- i-- - -- i 1 t 1 1 t + - } 1 - t t t t - i - - k 1 i I l i i i ; I i 1 I I '� i1 i i I I I l I I I ' I ' 28 27 26 25 24 23 PLAN SCALE 22 21 20 19 CONSTRUCTION NOTES: STORM DRAIN IMPROVEMENT 40 CONSTRUCT 48" RCP -1350-D 41 CONSTRUCT 36" RCP -1350-D SAN CARMELA CT. -J Z 43 CONSTRUCT 24 RCP -1350-D 44 CONSTRUCT 21" RCP -1350-D SEE S H E E T 3 45 CONSTRUCT 18" RCP -1350-D (PRIVATE SYSTEM N 0 T MAINTAINED BY CITY) (PRIVATE SYSTEM N 0 T MAINTAINED BY CITY) 46 CONSTRUCT CURB OPENING CATCH BASIN PER STD. PLAN 300 SEE ON —SITE LINE 991399 SEE ON —SITE LINE "A" 66.00, ® CONSTRUCT MANHOLE #2 PER STD. PLAN 319 33 00, 33.00' 6,Sg��' 48 REMOVE EXIST. STORM DRAIN PRECISE GRADING PLAN PRECISE GRADING PLAN x5 • ik 50 REMOVE EXISTING CATCH BASIN 1 I �.., � i i , I i 11 10+64.17 t C8 1 1}00 00 11'00 N�x1�. i1 SCALE 1"=40' 51 BRICK AND MORTAR SEAL EXISTING CATCH BASIN 6 22.00' 22. I -. 3,m ` 1 '�Y =k+93.44 ST. STA. cn s a 3 �- h j ! 1.. W-3.5', Va6;79' 1 ;w I_ --- / i �F — - I 5® CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 331 p �, I „1 ( i� m ❑ ❑ c n d %i n �'� }:; \ - Z i �- 1 10+33.21 17 i � d - rl 1 I•- s _. - - - _ - _ - - - - -- -- � - - - - - - 45 = 1+84.78 ST, STA I (kI,�v SITE a: i /' - - - - - -- - - - L` 8 _� 1 - '� - - n o, �cm � `�' J SEE RESCISE - --- ---- --- -- - — -- -w- -$ ►� ---_- �� 41 __.i - 1 _ 48 -- + a C8 rt8 - '� GRADING' PLAN PE - __ -. - - - - - - - - - I x -- ,o- i 4 4 + G Sp H � W 7 0,;x`611' I I 'IV ! Z N �, w °° 14-v -- - ---- - - , --- - - —_ o '- + - 0 f F S 4 �� _ _ TR 1 66 , U � .r ,- �. 5 4 � _ _ --------- ------ - - llI ,, - -� _ N - - N Y=6.4' - ----� -- } � 9 1. 50 �: _ -- _ - - - Z:, co b + L.- c- a i -Y � a � 10 •OFFSITE M _ m �,J Zw w C., v o � ��' 11 1 `--' \ \ 61'pg'S] W, 47 x� MP.ROVEMENT PLAN - - - - \ \ _ o Z -- - 1'R: �76b-- g ^g SEE SHEET 7 \ " t " v D= _ _ UNEQ Jlp 0. '-R P 3 \\ EXIST. 3�` �`�' Z 51 - - - - - - �-- \ �� _j L 44 UNE D - A �� FOR LAT. & PRO E B - --- - -_ _ - _ \�\ \ D 8 °>z ,$ - sem+ _ _ ,_._ _ . _ _ . Fa_ - .y.-. - - _ - -- __ _ + - _ 1 �► g n - _- .. _ _ .� - - - _ _ - _ _ _ \ to �, , - SEE SHEET 7 - _ -- - -- _ CP : W "` S 6' FOR PROFILE N 8549'23" F , _ _ _ r --- — 8 Cl) - - - _ _ i_ W y _ -. _ - - - - - - -. I t2 I 1: \ 48 40 X .-� tj' �_ L.J , — - - \\ 41 8 - - 8" �Bk B iST. 48" R. - . _-- t - - - -- . - _ - _ - _, _... -- cr - CD - }--. _ __ --__ Cy • + u ,ri .0+, OiTO ,� J Z -....... --. �_- ------i --...- 0 + t�8 0 1, M + \ • " ( — I 9 DESCRIPTION OF REVISION DATE CITY \\\t 45 �� 8 m gam' # // 47 r 52 � I APPROVED: \�`\ UNE w� - i BASE LINE ROAD _5 • Z _ -- -- _ �ECC SHEET ET 47 �• -- �- + - „ - / -._.:-----I------- - - - - _.� - - _- -- --T_--�.._-_ =-I--- risr—_-----j.:. -A`I'L-.-. ---- -- ----- - _ - - __ _--__---------- CITY OF RANCHO CUCAMONGA \ SC-C. .KIEL! __..._«_.� -----_-__-- _. ��. `n._ .._ _..-__-"-_-- ----_._-_. ___' _-'---.TT-.�_-c r.ar-r _ -._. _.. --_ �---.—.-+-.Ar- �-s".:Lys- --'--T �-- ___. _ V. -- - - - \ _ =- ; _ - ---_ _ - - -_ �. - -t - �� f ` - - -- _ _ - _ - - - � `` -4___ ---_ - STORM DRA IMPROVEMENT PLAN OR p - I i. - - 0 E "C" 2 _ ,` - - o� c,:_ 5766 o CURVE DATA „ „ VESTING TRA T N0 . O o A R L T LINE C ~ 3 /A I o AO 01'52'44" 7517.00' 246.50' 123.26' U) 4s APPROVED BY : DATE © 28'37'28" 90.00' 44.96' 22.96' CITY ENGINEER k RCE NO _24953 © 35'47'22" 45.00' 28.11 ' 14.53' oQ�OfESS/pN9l DESIGN RECOMMEN D � „ , , , .. .s[ 20 lWhitt Ave 1 OD 70'22'0 5 45.00 55.27 31 .73' �`` �� l �^ CITY OF RANCHO CUCAMONGA ( LO EO 46'47'56" 45.00' 36.76' 19.47' �� so P F Oyy yC BENCHMARK NUMBER 10051 (1987 LEVELING) R.B,M_ i 0 0 k 4 c N k.,,.. 9261. T' FO 41-22"I 8" 22.50' 16.25' 6.14' _s _ _- No. 052496 �vo �_ Z ELEVATION: x- voK. v4 s,-ae21 - __'-'F, .C_ul 12FAX. 9<9 2 0516r BRAss DISK IN CONC. CURB STAMPED •ctTY of DRAWN ,. SHEET© 1'38'31" 1839.00' 52.71 ' 26.35' * �t ' Vk7: 1. 4k5 EINGINEERS SURVEYOR __ Exp. 12-31-02 RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASELINE ROAD AND S. `r- civ I L �P SWANSON PUKE 0.25 MILES WEST OF ETiWANDA AVE. -- _ _-_ 0 F - . 9TH F AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED QRAWING W I N G N o. Q � CA�1 OF BEGINNING OF CURB RETURN. _ RCE NO 052496 LL E.J.L. ATE _ ¢c FILE NO 17a(o-D � PROJECT SKEET N0. OF �:�399oo' IM�;�Ns'��sIPo6 4-04-1000 f 1 t + i F�i � i i Own wit 1 r i 1 I ' - - E TR. ;15766 ? APER TBt. 1576 E __ - - 11l1�3.� -+ - V�3 V2. ' - - — - ECIS GRADING I _ MENT ; + -- —P 1566 f?LAN P TR. 15 E i 1 i + - r i + { + g tt J+{ ` f - lug _ i + —a - - - - _ - - - _ A_ o• - r +-- ---.1 -4- 4__ 1 _ - �- — - --- - — — - - -- -- -- - - - — - _ 1 1 ' i , i + 1 r. r r i i i + i f i E i , r 1 r tt i f 1 1 f , , : + , , CPS O 5 _ I _ C) ► � I + i 5 { 1 '\ g +- �, Ir RCP t 1 { � i r 1 I : - +- - - - RAtN PER PR CI - _ 1'l'RICP - - - - - . I ' t 1 ; GRADE LAN ,7- - , e, 7 j f + i tjL _ _ 1RCI { . u 4A; t _ '" I 2'1"RCP i —� - — — - - -- - — - - - - - — 1 -- - -- - — - I3 RCP -r--- -- --- -- - - - :--� t { , 1 f ' i T t 14- j 3( ' RCP: - - , �cP - - - - -- - -- - --- - - - -- - - - - - - -_ - - - - - - -_ -- + - PROFILEQqIZON - i { + I 1„ 0Y 1 1 + =4 - - 1O 0 1 PLAN SCALE 0 1 10 1 1 0 •� 1"=40' CONSTRUCTION NOTES: STORM DRAIN IMPROVEMENT 42 CONSTRUCT 30" RCP -1350-D (PRIVATE SYSTEM NOT MAINTAINED BY CITY) 45 CONSTRUCT 18" RCP -1350-D SEE ON -SITE LINE A 99 46 CONSTRUCTCURB OPENING CATCH BASIN PER STD. PLAN 300 PRECISE GRADING PLAN 5� CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 331 53 CONSTRUCT MANHOLE #1 PER STD. PLAN 318 34 R i F. cx. _, j a � � - i � � ,` +. -- -• --1 SCALE 1"=40' L .� r , :. ,_, l.-. .. ' Ult ' .r11 - - - J u Y , 1 CL N 7�4s r w 10+71.82 w=3.5', VY3.0' � I S� 1 a+37. t f� . 45 ' =3=86+18.49 8.492.4 STM j � W W=35,5' V 10+53.44 EC �. .. 53-10+00.00 INT4 \ Q&L T. 'A—14" ( j ^` �` W r 1 . UNE d* A N 4or2a'28' E SEE SHEET 6 FOR LAT. do PRORLE 52 $�C ' } 10+00.00 NT CITY a Ei DESCRIPTION OF REVISION _ N 45.10�r-w _ QO N g DATE APPROVED: --- - -- 8.10' 8 + ,r; + CITY OF RANCHO CUCAMONGA z STREET PROVEMENT PLAN F R BASE UNE ROAD - . VESTING TRAC NO. 15766 O .INE �A APPROVED BY DATE:✓ � CITY ENGINEER RCE NO 24953 Q�pFESSipN9 DESIGN = RECO ED � ' Molise 17320 Redhm A.e. J. � CITY OF RANCHO CUCAMONGA R.C. ` $""`'5° a D O[1 c M I,.-.CA 92611 LO p Z GBENCHMARK NUMBER 10051 (1987 LEVELING) No. 052496 ELEVATION: vow. 949251-8821 CURVE TABLE `' m r BRASS DISK IN CONC. CURB STAMPED 'CITY OF DRAWN ' SH RANCHO CUCAMONGA BM 10051 1987' AT THE s c u►r z FAX: 919251-0516 v01 * Exp. 12-31-02 * NORTHWEST CORNER OF BASELINE ROAD AND 7 1 0 D.L. P. .M k � ENGINEERS SURVEYORS / ♦ cq SWANSON PUCE 0.25 MILES WEST OF EIWANDA AVE. OF -- v # A R L T sr C�V I E �P AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N 0. A 45* 00 ' 00, 45 , 00 ' 35 , 34 ' 18 , 64 ' F CAt�Fc ' OF BEGINNING OF CURB RETURN. RCE NO 052496 Q E.J.L. DATE — FILE NO 7o��D _D PROJECT SHEET NO. OF I:\39900\1MPLANS\S1P07 4-04-2000