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HomeMy WebLinkAbout533 ,- --�_ - - T- r- - _ ..-r - -_ - -- - - - - - - - -- -- - - - - -_ 62 t i �._.'!'_ ---_ k -,�._ __._.,,_.-.._. -±......._. __ .}..-___..Y .-r_.. _-•___.---r- -`� ---('--r---j`- --{---r--'- _�.T__..Y t j �� --_--r___i_ .�.- .T. O . � I i 3 }1t 1i 1 I t f ( i ; I Y' �- I i 1 11 y j {t l 0 { i# Tji +I i( Ti-1 �j 1 � I {` ' GENERAL NOTES i 4 i. F i 1 I 1 i I ! d f i - 3 { I t i - ! I - I 1 I - ! 1 - J !. t I• I - ! ! ! .} 1 i 1 j i ! - . ii w { I Ii � 1 i I I I I I i 1 # I I I t` ! t 1 1. All work shall be done in accordance with these lans and the Standard i { i } , 1 1 1 f 1 I t i i I I € 1 $ } ! ' t , 1 I _ j j _ t 1 l I I f 1 i 1 I ! ! p i i { i ! i S ecifications of the Count of San Bernardino. I ' 1 I I ( ; 14 1 1 i i f P Y I I t I I d } } , I i i { I b j i i 1 t 1 f 1 - i - , S i ff k. ' 1 1 1 1 I t2. Bench Mark Data: S .E. corner Ber 1 Ave. , & 19th St. ?2 ' South centerline 19th i i i f { 4 4 1 j ! t { , t 1 Y I 1 t V 1 { t t i k ! { { i � i 1 I 1 1 a } 1 i i t _� $ 1 t { 1 °� f 1 `t I I ; + & 41 East centerline Ber 1. Br. Disc. in to of S.E. curb retur 1 i l i { I ? 1 t 1 k 1 `1` I - L t I ! ! i I 1 �j # I I I 1 I 1 i i i i I 1 1 1 I i 58 I i U i 1 1 i j 1 ; ELEVATION: 1524. 662 C.S.B.M. 8-32 I i I i t II i { I # Lc X% e 3 I ! 1 k # I 1 1 i { i i ! l ii 1 { i ( I I f , ST /O �T C t ! i 3. Street mark I ! i e et ers er San Bernardino Count Std. No. 303 & 303-A shall I I I 1 i i ! p P y be construc- i 1 t i I 1 1 1 i %. i 1 W i ; i I + ; 1 J" ! ! i F + I I t ( f I ted at each intersection. I I 1 1 i 1 1 ! { ( t 1 �x/sT. TO �eSt Cu/'h I ' . I 1 i 1 1 /Z i+'esT of 1p� t 3 i i ; I i . g 1 I ; , -3 { + 1 I I : i i '� i 4. All 1 e lines or substructures of an kind shown or not shown on thes 1 1 i , 1�,, i ( 1 1 P P Y e plans i 11 ; I t ( ` 1 I t 1 i 1 , k f . I i I ; i 1 ! 1 i 1 i i 1 1 1 . I 1 � within the limits of this subdivision or in ad 'acent areas where im rov m i i i I 1 i i 7 p e ent t i I 1 ; i 1 1 f f f 1 ; t t i { I t 1 { i t I wor k is o b t e don e shall b r mov d 1 e e e or r to a k 1 e c ted as r t 1 { t } k t f , 1 i e uired at no ex ense to 1 I f C rb I q P 1 i 1 � � � 1 � s I , � ! ••Ex/s� o `West u 1 ; � � C 1 � ; , . 1 ! { i p 1 D h I t o San B r r e na dino R a 1 ; 1 i ! i Count o d De artment. } t i 1 1 t i l i t Y P I i ; + 1 i 1 I 1 1 I � 1 t i I 1 i f I } I t 1 i 1 -1 1 1 i I .. �� � i , � 1 t i I i e I 1 , I 1 } } } I � 1 I { I i � ; ; t } 1 C 1 1 1 5. Com action tests f 1 � � 1 � p o embankment construction, trench backfill, co actin ori anal + i t mP g g i t 1 i 4 i i i i 1 ; 1 1 ! 4 t i , F I �\ t i 4 f - i { r ou nd and all ub rad 1 t t 1 s es shall be erformed a � 1 1 1 I + '1 4 t no cost to San Bernardino i , g i 1 P i , ♦ i.-_"� # x ,. e. ,.. s F -4 b - > I -•. } a- ..1- � k i 8 t � 3 -.�. i. j. 'y � ,.6. A.. �t.... _�. _�- b. a -�. k. .a i. � �. _: i ....t _. .i �_- _-. ..b.- L .- __..1 d .-� -_1.. ..1,._>...-. .1 �... - .-.. _ .k........i ... �_._ .1 .-1. _� .. .. .�.. ._ • I 1 County Count Standard S ecifications Section 19 d shall be su er-seded o .J 4 s ; + - 11 + ; i F i 1 k : f t I i i ; 1 , , 1 � , i i s 1 i e k k , � 1 , 1 } t � i � � , read T � I i i 1 � 1 he relative compaction of the layer 0. 5 fee o 1 feet 1 I - t t . 5 e _t below the rad- P Y { grad- . i ! 1 , i i i I 1 i , i ; i ; 1 i; i i i 1 i 1 v ! t i n lan e shall r be 90 a cent in feu f 1 o the 9 r 5 e cent com a cti { on r � e air 1 1 t g P ed to a I 1 I t f , P b' a I 1 P t 1 - 1 + I P q L. 1 ! 1 I i � k I t 1 1 1 t 1 i yy { 4 S 1 4 � -f-�- t } k f F , { 1 I t . T y i 1 j{+I 1 mi imam 1 `'h i n o f 2 f 1 . 5 eet beloti finished rad i i e in S a I t to S a ar 'i 1 t t nd d S ecificatio o i f ns , 1 1 i g P } i 0 t { t 1 i l {jt] t { 1 [ 11 ! i + F i 1 f1 i I # I 1 i 1 i I � I ; i 1 , � k i i i 1 Section 1 - 4j• a ti I � � 1 # i i I i � 3 1 ! 9 5 03 A written re ort with these com action tests shall b b- S i 1 t i I 0 P P e su ., 1 k w i i 1 1 I I i Y' { t ,,^^ 1 I i vJ I i , I i { i s mit d to to th o r s e C nt ac _ dm r is A inist a io t n Divisi o f n o h t e Count Roa i d De artmen I I � I t i i t , 1 Y P } i 1 EXisf g :f$ 1 1 1 1 i i 1 i 7j f i I 1 1 ! 1 1 1 , I i I I i i 1 1 I for approval, prior to lacement of base materials and or surfacin 1 I 6 0 i 1 1 .I . 1 1 .� I $ f + i i ! I 8 kk Xis . i I # i . i I I 1 I F 1 1 I FX S .tJ�' I 6. The res onsibilit of ad 'ustin manhol v 1 y 7 g e co ers, paving repair, paving replace- �• �9 k 1 i 3 } P i I I 1 4 1 i ; 1 J 6' 1 I i 1 + I ment in connection wi d ' I N Z h 4 th sub ivision sewer line installs i t ons will b h i + I I I } 1 f I 1 `� i I 1 1 1 5 i ! 1 i 1 i # 1 e t e respon- d - + 1 k 1 It i L 1 1 f� i , / t 1 ! 1 t Q h 1 sibilit of h w I + t t e o ner and shall be accom lisKed in com liance wi h r f U Y , p t 0 dinance U 1 0 P i 1 t �� I 1 i (,� �I y i 1 I / i T 1 ; \ l 6 i 1 f . , 1 3 No. 1 i �. l ti 1 7e b 1 z 1 1 8 5. O $ $ II ; i 5 ie - '1 i i i i .5 ! t I I .1 0 2 � i 7. When ur 1 � 1 1 � c b de ressi �, S. 2 i 3 ons ar+e rovided for drivewa s com le dr ! i 1 I I P P y p to i�reWay construction 1 1 ! '� 1 I i i i I }} I 1 1 : i , 1 1 i i 4 ! '1 � � Vf 1 � t ; W + 1 will b r i e e uired in accordance with Count Road De artmen S a ' 1 y t t ndard Dw No. 128 { D� � J I ; q p i." D 8 g• 1 _ e I i k ; t 1 1 ; k ; i { f f i i { 6 1 f { 4 4 i 1 1 � 4 + 1 i i I t J I a 1 nd r la d 1 � i �� 1 i 1 � YY � 1 e to s ecifica 1 i � � t 1 � ! 1 ti• t I 1 k � 1 , 1 tions. ti f �j \ P 1 t { 9jj t 1 , t f /(� { i , 8. I 3 1 I i fi 1 1 t I 0 + __ - : i1 ti +I , I[ 111 1 1/l//�►//7 - - L- -t -1 } .. -i. - k.. , .. g_... 1 _> i . $ O 1- Z _ -- �. -. .. _�1-. t i -i t - : ,... , i .. ! _4._ `\• _ _- _F.. - _ ._d - _ } _ i.. i !VL :; - , - - �� O f 1 1�9 � 1 - . 1 i ' 1 1 tai . ; I i I i 1 e { • A u , # r # i i ] 1 1 ! , s 1 k 1 � \ � J b k _ ``nn Y V +j( V } - y� y y N _ //� ¢ � o t V o 4 t 1 f i - 1 i r 1 - t i i i 1 { , 4 f 1 + 1 ; 1 1 i 1 � 1 IJ I : 9. A rmi 1 I e wi I t 11 b r b�' e e uired fr m o the San Bernardino County ant Roa d De ar m P t en t rior i 1 q to \ Y P P I , t 1 } I f 1 ti ; / i i i , 1 A14 . '� 4 1 9 1 + I I � a n r I enc oachm I ent or constructio : , { I i ! t 1 ! I { I 1 I I 1 I ; b 0 { . i I 1 11 Y n within the Road Department s easements or # r 1y o qn . , b i I i 1 I t C 1 ; 1 : I ri( hts-of-wa } i V t { t 1 1 i 1 7 I I '� al I I I f f Y d i . t !! 1 t } I s" 1 I l 1 t 1 \ 1 I s' � 1 t t � $ i � i i 10. Ade uate stakes shall be set b th i 1 -1 , 1• P i ; t ' i t { q y e eng neer to enable the contractor to construct 1 F 1 - } 4 1 I k 1 � i f I 9 + I N N i t # �! I 1 ; 1i /JrB� , 7 i 4n - 1 I I j the work to the lan rades. �Ml `- c; , f 1 t 1 I 1 t ! I 7 1 1 , P g + . S V N t 1 y i { 1 + I b tq tc � a+ f + I 4 I , I I i ll. - Sub-grade - I a+ 8 ; ! I I g e stakes driven to the avement sub rad shall be set b 1 � 11 r 4P 5 i � i I I 1 i , + 1 i { i p g e elevations, y 1 ! I + I I i 1 1 P i I t I 1 } 1 k t I i F �f. ep - �' v I f ! I I 1 i the contractor or en ineer. The stakes shall be s { i ,N a; , I � I g et at all hinge, edge of pave- f i i ; N "K i ; , 1 o i 1 i 1 + i i f i 1 t i I :; ! E �- i 1 1 I , i t- 1 t , 1 t i 1 1 1 P g t n and at not more t t ' 3 ;V) , i t i ; 1 ; V i i than O f o 11 5 o f intervals . Additional stakes ma iI {. at war ed } �, i { y be needed p or vertical , i + i i / A � 1 . 10 of Cu { I i i 1 1 i . i i i k i 1 _ { p curve areas . Sub rade stakes shall b e in lace rior to avi , n g to ermit s of 1 ; I P P P g P P 96 A I 1 7 t f I W } V 1 i - ! 1 1 ch h eckin of i � i 1 sub rade b i ins ec i r I 1 } g t on e sonn 1 i 1{ 1 , i t ( i 14 1 � I 1 � 3, 1 I 1 !. 1 6 s < e 1 i 1 � ! Y P e '/o 0 } 1 '1� Z i 12 cr I All w 1 water, g la a o t e red mains a'nd 6 i � ewe n as s a s sh i be _; � construe ; 1 ted to each i I I i i individual lot prior 8 a, 3 g p { 5 ; �. t W i i i :_ _ E C 1 . 1 1 L I . . 1 ! ; I 3 , i 1 a 1 . _ . _ 1 1 _ lrU/Ul'L� �0 aS Ur�7 _ � ._.� _ ,t 1 ep � � Q � -�� /� f _� . to paving. ' :Exis� TO to I ''n W 1 # � - - ` ••••'TO E• i I i I ; ! _ 13. "At the completion of avin , a materials re ort shall be submitted to th 1 I P S. N 6 /_ asr� Curb' 1 h . _ I , 4 P g P e c .. '+ i 1 Eontracts En ineer of San Bernardino 1 I I g Count Road De artment listin all tests or i o i w I Y P g I o '/ a urh o { { , C /1 Q i t { v I 1 1 t I i i 1 } 1 1 Q) 1 determinations m . cv> 5 O co leted to verif i 1 P y• I i N I I 1 I 1 1 i i 1 I ( m 1 1 i I i i t 1 '{ 1 I i { i 1 1 i 1 i I ; J 1 I i 1 I '� I i 1 1 � ! ! t 1 i i a R-Val ue sieve anal EE k t ( ) sis and sand a uiv � I F 1 t i i alent of a re ate a_ , 1 { I 1 't Y Q gg g b es. i l i 1 { i i I i I I 1 1 i i i 1 I , 1 I ; 1 t { t ; 1 i I r i { t7 }( l t 1 f I 1 t i I t } k ! 1 i 1 I ! � � J k 1 1 � 5 I 1 ; I I 1 I 1 1 : (b) Stabilit oil content and si v i i I Y, e e analysis of as halt surfacin(j .s , ; - ! I t i I t i I ; : i t i 1 + P I i 1 5 ! f ; i i l i 1 f I 1 i 1 { { i { f f i i 1 4 S 1 I i k i f /585 i 1 { , } t ! i ! t 1 i i 1 I 1 ! I t 1 i ! k i 1 1 ! 1 1 1 a r. . ti : i t s t I ' � i 3 I i f , s 1 - ` - { i , : i 1 i i i. 1 i i i 1 , 1 1 + { ' i f i + ! I i 1 _ aW ns+-..a>....r ..- ._ .--_...._._ ..._. } I 1 ! t i i { I I , i i + } I i 1 .} 4 ' { � 1 � � I : � 4 � I i I i.. i 1 : k { k ! ! + 1 5 t 1 ` t __. .._..�..,.rwiti- .. ..- . .. - .. o ✓- ..... _ _ 1 1 ; t I t l 1 1 } I 1 11 14 . When Asphalt Concrete is placed on native soli which consists of~a rocky E O i I 1 1 I I i i 1 1 I I j I 1 i I h 1 1 i material the sub rade shall be prepared by removing all rocks which I i i 1 1 , 1 1 APOIFCL E'' S�A� S 1 1 1 I 1 t i _ t i 1 314 i i i i i ! I 1 4 11 ! I i ? I , 1 l ; ! f I 1 1 1 E g i t i + , , , -, , , ; , + , i , } I ; rotrude above the sub rad a d all voids e fill d j t I 1 . „_ 1 i i ; p g e n or depressions shall b e I 1 y I t f 1 i i _ 1 I I 1 I 1 I { I ► H Or/L• T4/, 7 If ftf 1{ I 1 1 .. - r}{ .i i I , t k 4 11 S j 1 I ! , . 1 i : ! 1 1 k b J > l i 1 with a fine raded material of a ualit better ha I , i g q y t o the native material. I i t t t I 1 / i // t i f 1 , I i + i i I k ! s 1 I - I 1 I I I i 1 i I 1 + t 1 i p{ 1 ] 1T 1 + I 1 _ -S I i I I t 1 t 1 1 1 , i i d I �e�•• / i 1 1 4 . I 1 I i k 1 {- t 1 I ; S 1 - t I ; I 1 t( 1 „ 1 ! I I { t 1 ; i r , t t 1 4 , i 1 I t } i l t 1 }}1 1f i - _. I I } 1 i ; i f i } I I 1 i f I } } 71 t I - f t 1 I 1 1 { 1 _ 1 _. , . , - I 0 1_ -1 __: t I i _ / _ � _ I___ 122 i 1 t X23 I 4 1 I .__ __1 _; 1 ', i' { 7 i 8 9 � ,��et PLAN SCALE' � 'Tz ° ' oA 'rr> s: BENCH MARK NO. C.S. 8-32 (� 1. 4,758 s.f. A.C. Pavement (perimeter St.) � E p S E. cor Beryl Ave. !9 TH St P2'So. ie /9 TN � 4/'E 9F Beryl. - 2. 69,286 s.f. A.C. Pavement (Interior St. ) B/' D/sc. in top of S.E• Cb. rfi). -w � p ti, I r � G� ' ` I 3. 467 l.f. 10 P.C.C. Curb & 18 Gutter �,A o � L sz� N t ��9T GG•#\�9 x66' 1 4 . 3,660 l.f. 8" P.C.C. Curb & 18" Gutter E/eV /5P4. 662 to kc V � e \\x Q, �, �� 5. 19 0 1.f. P.C.C. Curb Onlyt _� � �_ g, 6 . 1,476 .f. P.C.C. Cross-Gutter5 Ma" Gp 6� �y Myr` Oy8" 7. 5,016 s.f. P.C.C. _Driveway Approach ; Q �+ S . 18 ,639 s.f. P.C.C. Sidewalk �BANYA/V STREET h -10 z - .J. w�+- / I --_6d.l BERYL __ N =° _ �o" ASTREE gV_ 9. 7 ea. Adjust S .M.H. to Grade ___ % �6'� i -r-• �`- » . N -N ^° `' . y �� Znsf�c Cs arctncE /%4,- era i 11� 60 laf. 3aJHighsHloek Wal1rade I _ . - sus% 64�� _ \ __ - -,e;k- . '" ,�, :-c t4 309 ® 12 . 14 1.f. 4" Drain Pipe ? - - _ -_-- -_ __ ---.--_----_� - _- 16 s f Remove A C P verve t P # 14 . 588 l.f. Remove P.C.C. Curb Sk 10 P .a,,e �(v .e I io' 15 184 s.f. Remove P.C.C. Driveway Approach W IF h # 16. 1b *1% ( - 1t Cr " .. o 1. I 17 . 34 l.f. Remove 4 Relocate Barricade C W ku ;Eo 60 l.f. Remove A.C. Berm � I j e .c ti 5 0 °� `�I Q . " I :zr% It m �' d % P c C (Road Department approval of these plans does ; 2 � �; �- lV � 4i o i x p v b not include the above quantities) i 4 � h I O A # W) � W Qi Ri z 4 C. r0 F % % a I.i -v - 7 Nu. * a < ' ` i a W -o - 1 fu - N ti a N ; .o Ca b �' ~ 33' 33 vA0/cc A Cr • a h j a' Ci 0j v 0 1LO I o _Q C, ibQ h �; //' 22' 22" //' �1i S.Y.J i. V v V ,v Ck V O tr• � � Q5� 4' 6.5' 7' 3' /2' Z' 3' 6.5' 4' W 0.5' � 9`�J �' a /5� As o X. h V e � v� � H 6 sH�r o� s V �i � 4' l0 Cil E. K -4 � S,u 3 3 '*W � 4 Ci _v - v v L y: cq ! /8 /8 _J tV a � h WS . - W Z $_id h * c < ,�,�. � a a h `` Remove cxl'sf, 4n t�0 I (av `' 30' 30' a < +1 c � o a v 10 ZiU Z vC:c See Sheet 2 c E v a o pC.C. curb / V a 0 C.1 QE iI I ` ` '' Ire, OR SNEE� �a S2 BEET -M .. i 1 1- - - - - - - - - _ -_- -- - -- ConSf PC.C. Sidrwa/k G'( � z; � RV `Cb.'Rtn. Cb. RM - �_J- - - - - - - - - - -- per Sfd, '0/03, �Pe „$ R P Q I NE 5 4=87°05'11" d=92°54 49" EXisf, ilt7, VemeIWS Q � R=20 R--20 Consf .PCC. Curb E � $ v L=30.40 L =32.43' Const.//�O-25, A.C pav cm er�f Gu ff er per De/ail W _ _� �{ _ ti. '�. w` 6 T=/9.0/ T=2/.04' (�• SPECIAL. NM MOM PRIVATE MINEEF, T10 COWMACM& _ ' ' .•:.•.. �. �'3 /3ar. Conf 9"`W Contractor agrees that he shall assume sole and complete responsibility for job Ty/0/CAL SECTION . R,►�• site conditions during the course of construction of this Project, including safety of all t BERYL STREET • 03$a!•S Le/6.0.C. - •` 2 h" persons and property;ert that this requirement shall apply continuously and not be lim- 6 C01 C. /3/k. Wa// � P p p y; q pp } C/ess •k�"CO/fC/Vfe ' •: � < < ited to normal working hours; and that the Contractor shall defend, indemnify and . Grouf a// cells solid Eq�a/ t & .. a R Vr � 1`- hold the Owner and the Engineer harmless from any and all liability, real or alleged, /9 TH (STAT,E HWY. /90) STREET See Sfd 0 //5 for =' R=/. in connection with the performance of work on this Project, excepting r liability 0 a Conf xg D r addX�i&W 17Oie.S " .'' arising from the sole negligence of the Owner or the Engineer. �Z_,�_?4! _ _ - A - c , _-----_- _ _ _ ___ -._-._,.--- ,__..-__ _-, _ _ . _-_. _--_ �_. _ ,..r_. _ _ . ,q L l 00 ,,... . � . . . , "� , .. i .G.E.8105 DATE =2 0 o. •r �S�dewa/k and de�cvls , ' . .. , . . � • - �.- - K__ /i 1 ` . . FIELD BOOK REF. COUNTY C F SAN BERNARDINO W. O. NO. • ' .,••... ANOREASEN ENG/NEER/NG' CO. TRACT NO. 8935 > . . Seo N. PARK4VE. i ROAD DEPARTMENT � .• • H 2�' POMONA, C,41./,C (7/4)623-/ 95 - - - �� _T STREET IMPROVEMENT PLAN ROAD NO. I 7 '• DFS,GNED BY DRAWN By IwHEC ED By _ /Z` APPROVED BY «+� CURB E GUTTER SETA/L /O" C. F. �' BF'RYL S T RL�T FILE NO. 22" SCALE l°=�' ® UNEDDUT bEM.NOTE�s ADDCD SLSEGTIoN• C t3(i� A J �}W r __ _ _ __ _ sueM}TTED er _ C.O.E.coeASST. COUNTY ENGR. - ROADS DATE 5 SECT/DN A-A l`� R. 8P05 �75�0// L/__,__._ers�CIn�c 4#,e. /. SIP-e.toc- 1 's I� RECOMNENDEO/APPROVED BY LOCK WALL QETAIL ,/ , Q YteVtired-iiaev,a\k %ri • �",ea}ton If?3 '1'L . SCACE i •Z DATE 8- 2 77 ' - _ -_ - - - _tztsJ1 _ _ _ SHEET of MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER ENGR. BATE COUNTY ENGINEER GATE / 4 - 1 . • , , _____._..-__...______.._._._.. 03 V1 V1 RR Y4 � BERYL � AVENUE _ o� w y _ OfOO BR4. AVE. 90.27 8,C,R (W'5 - _ _ - --__ _ N 90.54 9 9 3 y 0 �ry p - \ 92.G ~' 9? _ .-- 1. 0 _ g2l 92 6-�QO0 0.lZ Ec.R0� / E .8 _._ ---•-.__.._.-------- ____. 92.?/'. . ,/, I _ n j 4i�' wN 0+50.52 I�E.�, i. I r 0*55.6/ 4ac _ . _ __. ; ..___. - « 0 s n n cn A. ,° o �m Caw A 9Z.11 GO A8 _ .. . _._ __ _ 02.99 u� __._ v, � ,v' y � ti cc o No �� �� as to 30 30 Ot 85... __ - _ _.. t �_..__. • � n p Z 7 �. 4, �► "-w ` CPI=91.99) (Pr (PI�93.43) n + 4, �--- - �-- p ° /s 5.5P.C.C. curb /t/0 /f/0 /f/0 V.C m N I Const .- Gutter Per Std. //S N ' Zoo o a° Const.4"P.C,C. S1dew&lk r r' Cl o per Std.x/09 c _ _ »_ _ .. _so cox I T1P "�^ - _------ __ _ � ---•a-----..._..._..._. _._.... � 3�' V. 4 26 9 o. 3.B4 2+40 24 E.C.R. a�► y C 2 f • 24 E.0 �PO. Cons><��nsPs perSk *//v --- �' _ �n o -- 2t5! _ . 2 t5l 3� 93.94 93,816 o ~ w SP/NEL NE n Af use s M,N 6 9r� � - (� L t�,�� � -AG 3O . w - �_ 93. 94,79 ti +a AVE '_.... Pr--14 08) a 9 % -� 0.3 637734 8-C R. 141 w 3+23.56 Vic. u _ y�o y,�__.____ 9. 3t/G34 BCR a �^ _ �__ __.__�_ _ __. 3126,36 E,v4,..____- 3126,36 e ri y V N • UU _ /o aC 3#77/7._ _. AC-6,rc, 3t77 /o .... sc.�� �c. 3+77/0 wjk C`. i 77 . ft I, I, ,� I, n 3f 3t9dr.5d. 3196, �'w o' - O Imb {� Cb r e^ _.� 4t/G•OG 41/6,0 ,, -. Or � o �� CPh9Z,74) (p1=92.49 . CP.1=93./9 , 4+3 5 f X5.53" , c _ A v , 26 v ss ca � EC • 302...,...... ..... ,4dja�f 1,M,N. �»'r�i 9� _ ._ ___.. __ 4t E.C.��.V.G. t5 S,YC-, 4 .03 9 Const. P,C.0 Curb GutterPer Std.' //B �_. �_.___ ____.... _-___.__.__-_.___ _ __.__.__. .. _.,...__ ___._.__...._..__----__-,no o O CS Const. P,C.0 Curb 01. a a Gutter Q_ a 1 , a H n Ixtv IZA It w Const. 4"P-C.C. Sidewalk .gyp D �, Per Std.' /09 � ^B^ -- � I o _ o R y o Const. A.C, Ajvemen>t Q a - m O Per Typice/ Section ,3 n'-► 7C n ' F Z 6* so 9G AS v0 _ 6 �. Cn c � -N (I 41 .� i ? _ _, ..___... ._. .._....,_..__,� ... ._. __-. ....._.. N 7+d0.9J E.C. 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S%dewr/f er 8fd #10.� a ,w, `y' I I L 3/,42 Cb.R=62 L=P796 per .tV 0109 Type B• Coni PCC Curb ?)O � • See Sheet 2 G{fes wd f 5 Cons{ 0 2 o',arc. psvemant� Gu/fer per Sfd ierrs • TYPICAL SECT/ON < - , , 7 , , , , w _ - _. I :.� .� 11 .3 BIRCHWOOD CIRCLE FIELD BOOK REF. COUNTY OF S AN BERNARDINO w o. No. ;' ANDREASEN ENGINEERING ,W. TRACT NO. 8 935 / -- --- - . 5' Sidewalk Easement 580 N P,4RK AVE. ROAD D E P A R T M E N T T. POMOM/4 CAL/f. (714)623-15 � � y� - STREET IMPROVEMENT PLAN ROAD N 0. /v -T DE`,IC.NED BY DRAWN 81 CHECI(ED BY APPRUVEU BY i , ,G ORANGEWOOD DR/VE FILE NO. It ADpED STREET -� fB 1 SUBMITTED By C•OE• ASST. COUNTY ENGR. - ROADS DATE B/RCHWOOD CIRCLE �,,,,�.NO . , _ _ _ __- .v. .-R.C. 8P05 ® Added Crown Line G _y3CSf7( RfCpMA"ENDED/A.PPROVED BY p Revised sidewalk 1aca�ions #in�ecxck,ons �/2;� tt 4 . DATE 8-02 - 7'S� — - t � - MARK REVISIONS APf'R DATE ASST, ROAD CO �ISSIONER • EN . Dl�E COUNTY ENGINEER DATE SHEET 4 of 4 / N • I# /