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" i!fI;kItt!ItSIrtEtk,}Ii!tItt�1kf!kiiiIi'!,kk+f( "-- I � of A k jiji� r%j IN I ��'i;� '•wOd`•-�N-�M�.NO-w—• } -''-."�.---''.-'..-.-�.--._-S. -.�1-.-.-•_'----a-1-._.- �1+i{i,tI�lItII{I,',jji `�f..i' " •f-•J_ •.""r.".-'.-.I.�si}t���fi{�i�ii}�;I;i}jc}c'� -_....- T.�� � U -•1-��t7R!IItS�jttI;� •----'- •-'• _.�'.� .�_-T..�.�... . _..-_. .•�.�� .-.._•._-���+ ...`-1.�� •- —--•-t'iL�{�i`1t�+t(Ir!�,j� �4ir`!Iij{!jtIjI ',�-'�'- �—u0F"_2-� � '� _ .i�1litit}jIlkI=IrI}firIr3t�t''fi .�� , _` .•.�_—._ - __ } ��� __� -=.»._ ... _ . �t���,I�,s(' 1 �ti�tit{i(,t}tII�!�R}tItf'( V!(I I}+�`}�!!��1iIi�,�i++ �+�Ii't�I,VI'iIkitI(—�i!,Ii'k�tItI►+r �II►fI'!!j(Ijij�jii�I[;iIjj!( 4j}4ir ��,_I}}I�I ��I;ifIItt �I}�{,I}{i�� �t�f �I(�(I}�It�##i}!,ii PROFILE SCALE v t'!}}}[Itf(i{j1_tI,i`(I _. ...1.?�iit,Ii�►1i(f}i1i;_tIfjI!iI`1isf!��! _~,'.i_.• .�-.r. ` .."�(. VERT: 1 In 4 ft '!�fI} � �+ � HORZ. 1 In 40 ft � �...B_.. '•- �!!iIt;I!!`(,!I;ttI!�'t'( t'�( j 10 12 13 14 16 4 5 6 7 CONSTRUCTION NOTES: -*• • CONSTRUCT 4' CURB SIDEWALK TYPE "B" PER STD. NO. 109 CONSTRUCT 40' DRIVEWAY WITH 20' RAD. PER STD. NO. 129B CURB DATA 4 CONSTRUCT HANDICAP RAMP PER STD. DWG. 110 A T R L55 —CONSTRUCT 6" AC DIKE TO MATCH EXISTING 6" AC BERM CONSTRUCT 2-6 WIDE CURB OUTLET STRUCTURE TYPE II PER STD. DWG. 210 90000'00" 20.00' 20.00' 31.42' ;,,D7—REMOVE EXISTING AC DIKE CONSTRUCT " AC PAVING OVER " AGGREGATE BASE PER SOIL REPORT —__•._`_. 89'28'45" 24 90031'15" 19.82' 20.00' 31.23' 20.18' 20.00' 31.60' —• 99—CONSTRUCT 8" CURB AND GUTTER PER STD. DWG. 115 0 SAW—CUT EXISTING PAVEMENT 89'29'59" 34.70' 35.00' 54.67' 1 PLACE 4' FEATHER OVERLAY REMOVE AND RELOCATE EXISTING "STOP AHEAD" SIGN AND PMT. MARKER "STOP" 1144a•I�t1�i 111'l.8'I61/53 REMOVE AND RELOCATE *EXISTING SIGN, PMT. MARKER AND STREET NAME SIGN INSTALL YELLOW MARKER PER S.B. CO. STD. 304 AT STA. 4+75: AND STA. 5+.05: APN 237-111-21m 6{! 10+06.36:(CURB OUTLET ® 22' RT. STA. 10+09.09:�CURB OUTLT 22' RT. STA. 3+39.94: CITRUS AVENUESTA �. 40' w + „C„ SEE DETAIL SHEET 4 SEE DETAIL "C", SHEET 4 r co + �vU 237-111-22 APN 237-111-19APN U- 0) cz.N (0 10+00.00: BEGIN SIDEWALK ® 22 RT. 1 FD. 1” I.P. W/TAG RCE 9101 OS V) "°° ' N z o Nr-iI►i'}Iji►t33i'''iI}►;k,ts1''i PER PMB 5/8 . .: CATAWBA AVENUE FD. to STA. 10+52.33: ECR STA. 10+51.67: BCR FD. SPIKE & WASHER 1I.P., FLUSH STAMPED SBCO SUR 9STA.9+90.00: JOIN EXISTING . .:CATAWBA AVE STA. 112+96.89: SLOVER AVENUE DRiV AY D1K2P EBG13 2 , -PER CSFB 4 015 1477 & CURB & GUTTER 0 22' . 10+00.00: 32 D W @ 22 RT. CSFB 134/8 PER CSFB 4015/146 PMB 5/8 . I & 1491STA. SEE DETAIL "C", SHEET 4 n 1r 0�/ 777 0 0 9 0'Oo'04"W 660.03' 11 8 C5' pK� 9-i{��11i}111i1�itii}IckItt (S('Sp�?#t� qvl � O p s 0�Vv 9 _...'._�._ ,.`-. _ 12 13 A 14 i15 A� Nv ,.� 16 17 _ 01 10 E 7 660.- 6 ♦_-�i_� I�•• '�6. 1 '3,�}!I{III'Il�jIiI�IIi�jiII1II3ij3I�IIlI 't;tt��IIt�1• •� .p"_`FJ. •��.�- I•�.• •� •. :`� +_' •_�{ocr�•'.��'�*', '' .,I'.a • 7;. • . . � •I I• • ja •. a� T1_ •v � tt 6 -1�1+iiII'iI �_ tU1 "-._' -tIf,!` ''�T r— I - STA.- 10+42.00: BCR `•-U•2 -• r '` 4 R/W >f_NU�ri� wN}i�i�'}fIf � L� N�.. 5-_- E_ STA. 4+70f: BEGIN AC BERM STA. 10+42.00• ECR DRIVEWAY E--�u•.-�t'��tt w__ DRIVEWAY ��{`}k{{I 113-53.59ECR fL� rn cv r- oi` N o N LO LO 1) wm SLOVER AVE. APN 237-111-01 2' z o z �' o + 40' m SLOVER AVENUE I,;--V—STA. 5+70.97: CITRUS AVENUE V- :;; .MATCH a' — LINE SEE SHEET 2 STA. 10+00.00: 40'D/w 32 SEE DETAIL "D , SHEET 4 LT.o STA. 10+00.00: CITRUS AVENE Q.�I3�I�3�i} + I STA. 126+17.23: SLOVER AVENUE I STA. 6+46f: END AC BERM o -H END TAPER ® 18'± LT. n� Z ir a SCALE: 1 40' Ez SCALE: 1 40' N — z N CATAWBA AVEN 2 I CITRUS AVENUEZ aLD 20 40 80 ,20 ,60SCALE: 1 40' �+ 6`n 4N BENCHMARK: SEAL Es 1A Southland Engineering FIELD BOOK REF. COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLANS W. 0. N0.9913►i•;i=iijtffii 4 2200 BUSINESS WAY, Ste. 100 W. RIVERSIDE, CA. 92501 TRANSPORTATION / FLOOD CONTROL DEPARTMENT ROAD NO. ,.Ar.�iiI!I�!I i'_ (909) 788-8488 DESIGNED BY DRAWN BY CHECKS BY APPROVED BY No. PREPARENDER THE SUP ISION OF a C 38463 CATAWBA AVENUE COUNTY OF SAN BERNARDINO BENCHMARK, B-38 RAILROAD SPIKE IN NORTH FACE OF GUY POLE AT THE SOUTHEAST CORNER OF INTERSECTION OF CATAWBA AND SLOVER. W. s-si-oi � lA!% 4 SUBMITTED BY RECOM DED APPROVED BY C.D.E. ASST. DIRECTOR OF TRANS. CITRUS AVENUE FILE N0. DATE w1 59_10 5 ELEVATION: 1960.73 0P CL ALLEN W. MARTIN DATE R.C.E. N0. 38463 EX 3-31-01 SHEET of 3 4 MARK REVISIOMS APPR. DATE LAND DEVELOPME . ENGR. DIRECTOR OF TRANSPORTATION DATE . clllw Co, I. tv0.... 410LQ 5 0�= Ll seems