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I EX I , I .. - __ _ st I r4g Pavement at _ . _ I__ . - , . _ _ _ _ •.. ._ : -, _ - i-. - - : . , . I . - I I- I � - ,. . _ .-_ . _ .. _ _ ti . I � I... _ -., . .- -. __ , . .,.. - -- .. _ .__, ...._ .... - ._ f _... {{ I. i • t f i 1 _ , . - -. _,_.__ i I i } #" ,_ . - t # _ 1 _ _. - i - . . z , ._..�._. �_ _ i t , S t : , _ -. _ - - I i _ _ .I . t r Q _ _ - - { 1 I ^ , i , , e N . , _* - ; __ `. O _ i i tirade Break ; . , _ _ .- .- -�,..- _ -. _ I - r • ; _ - } t7 Q ; It - ; . r I , . 1 : r . , .- i .. ... .... .... .-1 - - _ - __ p ; 1 8 .. ..., .._.l - i I 1 , + i I t I 1- _._ .. 11 , -- -I , I. _,.I I _ N N - _ . _. i _ _ . 1 1 _. , - - " I i _I 5 - _ I I , _. may,, - - . S �7/ i. _. _ __ j i - __ .. . . s __ ,.. > _. I t ® _ I I .I - - __ i : Pr _ ; _,_ To of Cur 3 b 2 Rt. 1. _ _ Y z ___ # , P ,- i Z�5 _ ____ 1. , t t I t i I - _ - , f.. _ _ z I . _,. - # Ex l s l r# Grountt a�# _. __; - 9 i - : _ . _ ._ .. l . _ --_ , , _ I ; - - _ - 1 _ . _ . 30 Rt . of l _ . . CL I _ : _ _ - - : 1 I _,- ... , I - i S _ r.. > i , - ._ 7 - : - ,. _ _ I . . - . i : - - i I -- _ _. _ .. . ;._ _# - CURB PERMIT . E'iO885 � � - - _ _ _ . __ _ _ 1 , . -a- :. : .- - , > 1. I _._. _ --- _ - s i I: Y - - i - _ _. , . , _ - ]] , i i ' _ _ ._ : # I _. - ; i - --. t - S i , , . . 1. t - I I I : ! � I i . , ­ -- i _ , PRORI ; LE I . - I I I = F ; 1 _ _ _ _, _ - t t _ I _ _ 1 . ; I - I , _ .., _ , • 1 I r � � . � I . � { i _ . - _; - _ # . . HORI. I 40j 4 � - - � � -1 ­­ ! _ _ I _i_ _ . n w - -_ T I , , . I - . _ VERT 4 . _ , . , , _ _ . _ 1 . _. , _ ; - _ - - - - - t I { } ._ - - . I < t- > : I _ . - , - - . _ _ _ I I t : _ 1. _ I - _s / - _. /Z 3 {.. - _ _ I I. • t , ._ _ _ OF WAY _. . . . . � i . It _'- .___.___. ____._______-___._ .__._ _94'_ _._,�.___._____.._ ____� v M 1 , 44 501 BM 4 - Fd . Chis "N " on top of curb ret . !t :' ____ .-__. 32' _. . -- -___. . _ ,__1 ,. µ at 29 Left of Sta 13+20 Q __....._ _ ._-_ .} -� - - .-- 18 _____ __ ____------,. „ --- __ ..__w..___ ._---._- . .___� .. ELEVAT I ON N 1267.29 LID . s _ � ;4.5'.. 71 a.l...,___ 8' 24' 24' 8' 13' 4.5 . I -► 0 .3 ; I # I 3 } I �- -0 U I s I �_c��� 1 10.36' , ! 0.00 10.36' aU >_ v - e r#�-. ;V,'„'i- lF\' ! l lrilE i } i ."* L- N � ,o v+ /Z IV #I+o#'tG� 1rrar: _. 6.5' 24' c ,. Y s r i _ t c = am = . .Y a' - rf -0-i N •,_, vot,.� � c SI0 y r p r f ssr -�;t' t b FUTURE Slo Varied 16 to 12 pe controlled b CL Grade and -! b �. � - __pe- O• Level Line edge of gutter 1-3 TY P I"��'F �'. � T I 0 NIS == �- l�C'D'T t� ,. 0.25' Type "Bit A.C. Type IIBII A C. 1 0.25 Type "B" A.C. FDOTH�L ( Existing pavement 2' • L BL BLVD , EXISTING CLRRB SECT I I l �STq G7 1 TE MVy, � . 1 ,/I � Existing pavement 1 . �- * Leve I Lin e I I - O M. P. R/W - 1 3 P =- 0. 25 Typc B A.C. - f / n II oc I Exist . R/W f /� eZ � - � vi EXISTING PAVEMENT SECTION 24' Lt. 1047. //fOl� f25 t__ f75 /2->'00 X25 f5o 10, E 1ti =11 /// P.M.S Island within curbs -��`� 0 /ZI Z 6/ /2679Q".1Z67./7 /267.04 /Z66.98 1266.95 /266.8.9 /266.8/ x��(o � w kti �° �i/ �_ � 2 4 1266.]4 _-_-_______ _-___-_--_------ _=___ _ _cr 50 . . q - - GUTTER PER CO. STD. 1 - - - ____ �'__FUIU CURB LINE _ _ !!� `�-INSTA MAR -+-& 24' I 61 '� .i . • I _--I - •= - - --- EXIST. C0;'�C. GUTTER - X we Xj • , r. S PER. LO.STD. 1096 °'� 0 � 3 I P R OV CONST. • A,C. BERM AS - ., m GENERAL NOTES � � Z EMENTS INSTALLED � Leve I Line O• O•� O• F•'� o oti 6 p % 1 . AREA TO BE PAVED; FEATHER A MINIMUM OF 2 OVER EXISTING S U ry I %,n % � I o A G 1973 . _� I o: ,, 2 ,�4 ,. ��, PAVING. S I ope Varies � 0.25' T " II a. e B a, YP AC �o h - 1j,1 °Ib' �'4 CURB PERM T E10885 � . � g' 2. USE 0.25 A.C. QJ PREPA *From + ,. RED St SUBGRADE. ON WIDENING ONLY ation 10 4 + CO 0 3 _ this 3. PROVIDE ADDITIONAL T I SIAL OVERPAY I NG AS REQUIRED TO KEEP DRAINAGE s d i mens ion varies from Q 36' below R - Value - 77 14 h k a J �, :•w �- 1v 'A _ 2 T * % - = -) ADJACENT TO CURB. level line to 0.36' above level line Traffic Index - 7.5 I � X n v cr W a1 0 �- const . L _d - v, 4. AREA ADJACENT TO NEW PAVING, AT BOTH ENDS, TO BE GRADED TO ( ruct per elevations on plan) EXISTING +' ACCEPT OR DISCHARGE DRAINAGE AS DIRECTED BY THE ENG I FJEER. 'r R I t Z f%TION - ` 32' 14' c � _ W - c.� >_ CA � I- r'. + .� v 5. ALL PIPELINE OR SUBSTRUCTURES OF DIY KIND AND ALL TELEPHONE 4 -. ; a 21' II' 6.5' 7.5' - cr c3 OR PO�JER POLES WATER METERS VALVES OR HYDRANTS IRRIGATION No Scale . o 0) �i N - STRUCTURES, ETE .LOCATED WIN IN AREAS TO BE IMPROVED AND _ x s W . uN, INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED AT NO �- k\ SL0 EVAR I E•S � - -2. o TO -4.3'/0 �B. 1 1 - a' `- 2 a COST TO THE COUNTY OF SAN BERNARDINO; IT SHALL ALSO BE THE I ' ! 12 : I or I— �r =U_ o b- OMER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. BOOK 374 FLATTER PLAN REVISIONS ,o._, . .. 0 COUNTY OF SAN BERNARDINO .`;• MARK DATE DESCRIPTION ,- _,,• . I = 4o ROAD DEPARTMENT m 6MI�I'�73 dd;4 L,. --rt7;; PROPOSED TYPICAL SECTION , , fr q q d . SAN B E R N A R D I N O ROA D Z -� 3 /6�Zo D�S�'�7P �oi,6 AJE.�� 5r T?fES- N `e Q1,11 .DATA GROVE E. TO FOOTHILL ' . _ _ UPLAND i _� � s490 i 85 8399 - -�~- RD. NO. 725850 AA W 0 H01018 1. I I 7.5 "" Ln DRAWN BY R H/P.R. CHECKED BYS. APPROVED BY11 Ii _� M TTED BY Flat .. sus " , kf'O _, EF DESIGN ENGINEER COUNTY ENGINEER +� LOAD � DATE SCALE FILE NO. DkWG. NO. BAN BDNO BLUEPRINT CO. • RECOMMENDED BY Z-1 -6 As Shawn t791i , ` SS QNIMISSIONER•ENGR. . __ - - - .- l - .'� t- -e i , ,; _ .