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HomeMy WebLinkAbout536 I,4Z. 110' 4,C. X1.41 - _. - - - _ - - T -T- -f- - - - - - - - -- - _ _ _ _ --r- - - - " -r _ -r r -r T - - AiKK �4 4 V ��. _ v Q V. t i i i s 1 1 F t 1 i (.l' I + # 7' { } �-1 V _ t , T _, i .l 1 , i t u, { i t `� f � V 1 # u i - J I e V i s I s s 4 r 7 i t i V i i J s I i J . n 1!] i � 1 i - 1 _ 1V PN C, Y c c c >c # _ l9 0 i c+ -J A # i 9 i y}{f 1 I { I � 3 4 O � 2 1 { 1 3 f 1 7 , 1 t � j .>o c -r I c i � 6 JN CO ER 1 N I.IAN r• ao r_ ao � q , R1J 7T1 ST r>� CAR E -(- # 1 1 f ' t # I # # 4A'1Z 3 .11 G �n { # 4 t I ! # t ♦' en t I I ! c9 t " N to N t 4 f r G IO r� +_ _ G + ' ��( U_ n on cub G in •-+ o ? 4 T R E N 8T, 0 Curb q y i i i 15T, 8` WBS Or- �,. GA N L14 4 i C. c� g ►G N a _ O V t '� 4 / s � � �� , $.l SOl1TH OF � ' sT 2 tAAS OP Wfi � ►-•: i r + � -b� � � 1 � T 555555 ' i r_H i gA - ^ /� i t r r St 0 r- 9 �' �/' `A 1Q } # o ! ( ANO OF d o0 d"� 0 t r o bt J y # t _ 1 r - f E D� T i i t r � f G t - I t 4 Tan t , C) � i t i I , i # . { # v r I j p �► 3 O - N i r I (Q . 11� l G ; # f t , # t!f I # j F t A N Q Z i i r c-+ t Z i r t i t 1 r 6 I v i r a+ f t f bt 1 ♦ i a i u 3 1 , i • t 'o , C9 C3 I V G �t v >- GENERAL NOTEStu f i a ld 1 i l 1 r with hese carts and the San bernarmo fount Sfi d ds I +00 1. All work shall be done in accordance it t C; P y an ar i t o s { t o, i U1 ar o ;G O - o # grid 5 c,f,cafimr! ! : I F r t L9 P� coV. t- in C I � +00 O c0 corner a Southwest f curb t r a o 0 cu r Surveyor T in t cp County Su e cr.► i and C nt I #� Drive n { O 2. Bench Mark Data: Yo g P oo G P Y � t d n IA lid � � ; z t0 r aA a9 19 - � i 1 1 G - i aQ f centerline Carneliar Street and 21 South of uj u+ i en .. r en c� 19th St. , and Carnelian St. , 48 West o 1 i i t9•d j G 4+ ' G r N - B _Z - i # - ELEVATION: 1566 . 536 C. S. . 8 33. �a { Q - �9 t �' 1,i, centerline 19th St. 2 East of West end of B.C.R. E # # c G i i t O G - , O� e �9 � d M r ov t9 m N i t i v -ap r r - 3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at I 1 r G t I 7 .n G - ; i # is- .n �-+ i �H - i aD 1 �-, +c= - each intersection. ( , n. TQ �fl5'T CUfb i 00 N and telephone or pov�er pales rimer meters valves,hydronfis etc.) I i • d p + '�� ± =N R s plans within the E I 4. All pipe lines or substructures of an kind shown or not shown on these 'C> -� + `9 i P P Y bo• - + # adjacent areas where improvement work is to be done shall Mtn ; climits of this subdivision or in ad3 c p 1. �� � # 7 . �• ' G { J `: + be removed or relocated as required at no expense to the San Bernardino Co. Road Dept. , 1 - '� i i - V• # l 1 i i I 5. Compaction tests of embankment construction, trench backfill, compacting 9original ground, ' , r'kv 1 and all sub-grades shall be performed at no cost to San Bernardino County. 'Etemn+`yBiqa! ! be - sk;per-seaded *:Q read, n curb West ur , , i ff 1 e � J 1 v 1 t N.9O . A written report with these compac _ r i ( f o_ o Division of the Count Road gn o } # i tion tests shall be submitted to the Contracts Administration 61.48 orr curb z �' ��► I { ap Q� 00 � i Y aV i '� `9 � co placement f base materials and/or surfacing. x � � W i m � ♦ � k Department for approval, prior to place ent o / g �' '� 1L1 Y C l r- �� ! � (� t �H N N N N 6. The responsibility of adjusting manhole covers, paving repair, paving replacement in - r pl 1 1 � - N - I # t- + h responsibility of the O d _ 1 Q t connection with subd,v+s,on 3twer aria water line installations will be the p y d r l9 � + 00 Cr- � N owner, and shall be accomplished in compliance with Ordinance No. 815. cb, - a0 7. When curb depressions are provided for driveways, complete driveway construction will be b - i j i required in accordance with County Road Department Standard Drawing No. 128 and related op� c O _ r + # I aor GG =C Specifications. L 1 H - 1 r ! 13. 1 p a 8 > Tan car, 3.4 B� I ` t aI , , ,_._ � , ♦ N -- - y � ceet��n �eg��r•emer��s haus �.,,,, i I I - t I prior o an Department o t a r Road D t Bernardino County e .A , 9. A permit will be required from the San Berns n C y p p y V F t - i I r i tion within the Road Department 's easementsmerits orrights-of-way. enc encroachment or construcG I E R• o r t t1 i si !1 7 i i 10. Adequate q uate stakes shall be set by the engineersneer to enable the contractor to construct the Nc9 G dt I t i 7 i f { k i I I Y t 1 7 { j y i ; 1 ( t ! Dr work to the plan grades. s .O , i f F { V E tv Q WO 1 t y 1 i f I 4 i lI. Sub-grade stakes driven to t ePavement sub-graderade elevations shall be set by the ► IIL9 I contractor or engineer. The stakes shall be set at all hinge,e edge of pavement and crown S I -� { Dt om IViit E Cu ri rr p t , i t E a� s� i at) aGG-Fn _er�•� LneG+A r1 I,i�1LI {5 i# II i 1j { i# P o nts w i hin 0. 0i foo t of sub-grade elevation and at notmore t han 5 0 foot i nt rva lt G Sub gradP stakes shall 1 1Additi al stakes may needed at or verticaltics1 curve areas .LnLTOP be in Place Prior to Paving to Permit spot checking of sub grade by personnel. Curb 0� G 12. All water, sewerr and gas mains and laterals shall be constructed to each individuallot N� ,ri -H prior to paving.E { _ AL M h completion of paving, a materials report shall be submitted to the Contracts , , 13. At the cop p g, p I � i NOR 2 1 4 i I # Engineer of San Bernardino County Road Department listing all tests or determinations . �t ■ completed to verify" : V R 1 i T 1 I E 4- 1 I f i , . � _ • �O _ � t � i 1 _ 8 _ ; _ I_ � _ f . __ , ___ _ t �1 1'2 t _ ; 1_ ; , a g : _ . ►_ ,_- , _ 1•5 �t1RP� RTN,1)ATA SEE SHEET 4 CURBRTN, DATA 3 PLAN foCA1-E (a) R value, sieve analysis and sand equivalent of aggregate bases. CURB M,AATA (b) Stability, oil content and sieve analysis of asphalt surfacing. CURVE, DATA 3 a'71,59`2G� I 30, 30' D'90° ►• =q•O` a�90oC�1�1111 14. "When Asphalt Concrete is placed on native soil which consists of a rockymaterial, the 0= 11'i4Oti R■20 R'ZC �► SEE SHEET 2 sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and j ■ ■ 3 P,CC,Swale = 1 ` I 1$` L, 31,4% R2C , all voids or depressions shall be filled with a fine graded material of a quality better. V.R. R 330 64'11 L 32.11 „ See t3r,�i� �n ,g, t �; te3141 3 ALO than the native material ; W•Cb,Ra318 LaG2,35 T=2o-►1 1, t I , ec ;a 'T 'L0.01 1' 'u: l.■to 9"L T=29:51 18 I ti 16 .c 8 v r0 g• 4 CL_ i E. Cb,R 1 OLS1 L a 55,27 9- u I z (I I lL� ,'� �' IT -0 cv v 0. 2.5 E, R 80.10 LsSty- CURVE A v I I oe u ei � euon E_ V1(, e e e. c� I d LL I I I O v 0 V* R o a a�0� ( - - -o a I 6 ie G i$A1�1YAN T 0}61,91 Cons, 0A4 - W, R. : . a I G $ �# Ci•r- 3 F= 10 . Q -*_ 4n P, 210 L 2,n I I I s t _ v cn � I 1� S N EET 1 5�rucIure per 5edg A-A,> -B Z eo rV, Cb &8A S'1V' �� I I '9 `9 3 �=o a- a N o a I 4i1' __� 3 bar c Yr,Cb Its 181041 + I I (I I I r` a In a +} o I I� _ ®_� ,A !6 ( p� F. °� a V a V �' c• I �I"�` 13 IST A.C. ° d o _ -- - -� (' •�' 1 _ `'110' a � ^1 of y . � �• en = 5 ECT ION A-r A � a NAPA =° ^`� C N A i Q - I c Transit►an g} �G w I In5��115 eel Angle 4 # eel g N E E-r a = m : , !L Fvec Suia!e Angle Anchor�pvc-4d 206 a 7- 3: 3 :n j 0 10 Z�e d � � � � per GrAding Plan o > 6, 3 Z .� r m ('S -.r o- -i -0 F- � z 2,5 ro % dao Cu RVE DATA .o '�* 4: Q, 4P 0 2CA s I l 04 39 �-a E a o v to 3 (9 i' �. Soo L-sm T=15,09 = v �' �' Q -� V o '� �� �r, I I� o -0 14CIP L E tit !� N A V , X '� E r E,Cb R=318 LzGI4% 0* 2d 21 'L1 �- '13 24 o N �r III ,�.� o a W t E. UJ a 06 0v, b R. R:33a Ls63.80 �- p _o a= ` a v► -v o £r' I I) j a S ECT10N 5-. c „ CURB RN. WA m G T CX �i �. v c� (! 1- � v � =b9°58'$8" _ _ '"� "'_'. � `. xc ct� - n P.,�N E 5 , 3C' 3a c A� rvar>< Fl�rotN �1 a' ENC,WI!ER T'� �' 1z' 18 1B a ..� R�1Q Contractor agrees that he shall assume sole and complete responsibility for job 3 I L:31,41 site conditions during the course of construction of this Project, including safety of all ' I N O E A VICINITY M A P 5,5' 5.5' 14.5 X0.5 4 1,5 t persons and property; that this requirement shall apply continuous) and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and r - SCAL-E : I" = 'Loo' hold the 0\vner and the Engineer harmless from any and all liability, real or alleged, ' 510 ";I` t,16VE1.. uNfi 510 ! in connection with the performance of work on this Project exce ti r 'ability COn5r4, 4"PC,C, dewal „c, , c,,. Cans}. C ,C. S', mg cglige ngin _ , RC �eWr1�'k arcs from the sole n rice of the 0\�•ner or the E eer. G-? !" „ ?or 54 '4105 7ype"5" per 54 109 Type TRAFFIC INp67t SCASOUI.E ANOKEASEN ENGINEERING Co. FIELD BOOK REF. COUNTY • OF SAN BERNARDINO �. w. 0. NO. cons}, PC,C, Curb Const. O.Z0�A,C, Pavement Conn, RCC, 5AN`fAN s'r Tis 5. V . It ACT HO 8956 � d « ® 5 580 N. PAill� A E, 0 1lno��£ie d.- wall he• Ii ��f_ -- _ -_-___+ .�� ��� �s ROAD DEPARTMENT � Curb Guy+Ir 9OMONA CALIF, X14 6 STREET IM OP NemEN'f PLAN ROAD NO. ' Gu��er per 5 ; 115 NAPA :�,�/E. 7 L s 5.0 > � � Z3•IS - - TYPICAL. SECTION Per 1540115 CARNELIAN ST T, z =c.5 ,. iL���d_nJt G�� °fs 8odi�dsfr s� C �u!��75 DEs GNELi eY DRAV,N BY CHECKED BY APPROVED BY TO PAZ 5T: T,I s,�0 © ;RODEO �uTt ET �7RuGTURc -4 ___ FILE N0. l { C 'f ,t_ NAPA A�/ENUE R, s20,� L�1li��� o�__ -4/• ; 6� ,c, NAPA ST REET Ir _ SUBMITTED BY C.D.E. ASST. COUNTY ENGR. - ROADS DATE Cn RECOMMENDED/APPROVED BY 7 G � - MARK REVISIONS APPR DATE ASST. ROAD OMM;SSIONE NGR. DATE COUNTY ENGINEER DATE SHEET of r o AIIIII. CIO N •• Tea FA i4,Jr Rr Z � 3•� � �. � '--' '_' «—_,.....__ r- N 1 I� n I - III — �4, 1{ JASPER ST _.. _____________ _...___ ___ __...._.... _ � vP -+- +-U tot 1 `o nr - o S•R. c t' a- -• °`- Ln1. #� �,� �, I '1tn4 Gr. b 21+00 Gr, brk n -t I I 4C1 �•► — r� 83 40. FlaI a- -- �+ WesI T c+ Lim + _ - ____ '3G.4 3 :Z; r 8esln Cons ruc ran 0,19 05 _ - CU CP te t OLV _ If I •9 �I C�nss�• A,c. avernln� per y ,__. _._ __ .—.__... _ � ...�_. _-. pp Typical Sect ton � � '�_____:.-____._�__...__:��....______ � r�..�._-_____,___._.-.,�_.___ _. A �__ __ __.-. - N •II o •tet ' N I Const, PC.0 Curb ! Z • a m Gu++er per 5�d,CUs m�1 _ __ w ri► � I -tt 4" F.C.C. Sidewalk �I D `m -_____. _.. .__.._..-_ ._.._ . .__.____ ____,---_ . _____ �.� v r r Z per S�4d, 109 tIpt"6" — " O Z �R - p _ •a - D - F_ w w Z .. J II s 4' m 70 cp o• z 10' SldewalkTrat>e,i�iotl 4 �- I '" - _._ Ua-�-'---_.._ ,__ ____�___.___.._. _. _-.__.__-___._.. �__._.. :-_. _____ ._. ._._ . _.___- _____.� ,.�_____ . .�. 34,44 4,30 O '• � i 0 �130♦►0.39 be ► __._-_ per 5� '!0I (k+Z•) - 33, Correa, 5, P.G.C,S;8ewwk ptr 5+0109 Type „a,. o ,1 G 33,01 46 I • I , 144A,40 THOR OH6UP ___�___ __ ___ __.:_ _�_� __ __.__. 30 3Q+13 EY,G. T - --t r �+ 1z o to m v r3 up ly ROAD — o End 1.' block I 1 cy' -- �►- CP ' _ I - a V) o o 0 r a 4 ad•) Z �► ? 3orPM M I _ a 31+11,3$ R 15-CA. , 31+34.38 X93 31+34,SA S,C. `" z9°, II Cons+ Wheel Chair ramps - -� --� - -- 3A.66� 'c. s per Sid, � 10 ' f : , �' SIM. rn � • �. y LO N APA o - �R y Cons, f?C.C. Cross Gu��er ___.____..._._.___._-__ Per 5�+d, * 1 l9 --_ _ _..__ w 9 3 �. .3. • ��' 31 +3,4�+•a ��Pk __ _ 1 ,34'• " b E T OT AVE � � a • -4 - - I r a c ,. 1 t l0•3 2 I ? _ w. . __ 1 '11 1e.38 _ m — u' I +10.39... E.G, f o z Z �I 18,03 O - z . ._.._ ° o i m Z 6 in 2' block 190 gY,C 0 0 < w a Wall er 5J8,x3d Cor'+}• 5 ft-c.hidewalk per 31+4 g _____. _ ___.�___.__.,_. 1+4190. __................. -------__--____._.__._ T °D n Std. 301 (•H Z') I Std.t " "►09 Typ t A2� 6 - _ ,3 - 21,29 T rj _' 5 �► rtg�. z I �► ?IZtGI A _ � ._.. - __ .._ � +del. mf W AOD O O End 2' mock Wall II lock Wolf per SQ.*Wl 15�0301�Med,) � PSI 2(ffl.b3) .- 31+810C t 81 A M p . 1 a = OD -oil Kemcve Frau SIG Pav�rntnf 1.4,59 +C�6, ,n $C.R, i �' �''C'R� 3+ I°�0 3 3 1. 1 m; m n'I # m InsPCCCras� Gu4trn 111 l9IiCr 7t LO 3 R' '1,11. 12"� ECK— 3 _ +24,��. ___ __.___.... ________.-_.._.___ --------- z rn m / z - - M W z m CARNELI N ST _ 331-+5 CA 4011 --- Z 2 I • • J _ . cP 7- in Oil 0 1. a 7- Lg in 114 P 61 ,0 ,� o n m O G _a....._. m Q P D _ o v o . as rn - Z z Zo ........ _______. _.,.__. .___._. ___...-.__. Un p. I WOltvel► R I ------------ 1 Oes I 3 Qi _..___.__.-,----_.____ s to C►- p► p 6n Z to G - • o D (Ps - _ a r3oo r A 1 nus . . D N ate• n ..____ -.,_.-_�_......-_.,_..____,__._ ._- r-___._«__.._._. _.__.--.___ .__..:.._..___,.. �..__.__.._.__.•..__. _..______..___..___..._ _ ;.._....___..._._. .._._._._,._.,__..__�.�._._-..._...-. Ib - < -p n -O 70 � w r r3 --� �► ?9� b I I Exifs�, improvemen�a per x Z � Tr. No. 891 -r- _ Ot— CA m o ' �- g � Un Z �► �,SsJ Join tiK Curb, gidQwfllk - - 0 Conc. Plock Wall �• �" 3S SOL } I Southerly Trac LineX96.15) Join 1xiSi Curb d -2I v� N r ii 4+00 34+00 3 I - Remove, exi��, A.C.d ikij . I n •�' 9Co.61� 96.94 Gr, brk, Canty At. evtr1%4 Z 1 _ I I .. Fu ur@ E.R. I 5 z �o re -� o � m � r J J A ( o 0 x- bti rn i lP a, aZ I r3 n1 r4-1 zs --------------- 307 m r �-. � A�� Cc+ns�. A.C. aremen� _.�,_._.. ___w_.___._.__.___,,.. _ ..,, ._.. _ .... 2, _ 37+ x - per T, IN - 3l+1�..5q 0 . 4 G c k. Typ'IcalStc�ion - r K Q, __. � h 05A I , t' MONTI CAL„ � C1 Cons} PC.C, Curb - _ f o� + Guy}er •r Detail a+ lef} 0 Cana� 4" PC . Sidewalk,C • T4 P 1 per Sid, X109 A I < �,. b. Cons•1, 6' cont. Block wall S I _ rn �S3 , Remove exit+ rack pill __- . x CO re I _ _ A _ J 0 o p A n T" z m < CO t4Markers � .. ICerrlohlE 2 Glearonce - w _,... . _.. _.. _._.•__....,._, ._ . J � .< �► PG.G. Wier Box o c 90 a0 }O9,00 E,c,R.. _ s �► 11.'17 40+09.09 E.C, �T4 N ____..__........_._..-._...»_.-_...._..___....__.. ........ .. T1,7J MG� -1' 1 •� D 3.50-Io"F �* ^' O N 3J 5T R < Z 9 Sc z _ � � � n QA YAN_ _ EET � r___�.�.__.__. �._�____.r_.^__.__�_____.__..._.:_.�_ � 40� AN N •acs G , rn z W M z • -i _ Its- it _ - J shown ha+ChedFuture Qt , 01 8� �.. Dr3 0?3J _i , r w C1 Z Z < m to Z r w • FW- < z aAm ' + =°z t 11� Z 71 71 41► Z 0 A W Cr us us O T to 61 O — z - - __ .. . . - . I - i � . 9°�0 S4.1 or curb _ _ o n cur 1 n i 1"l 3 C� r-�-�- - T -- -�- T -- - - I I I ;1 { { !a i �G ! 1 1 f , i i i + t } i I i F i ! f 1 { _ ; i i i 1 t } t 1 1 i } 4 { 1 I j 4 4 { 1 ' 9N H M �K 8 3$ T --F I I i i T _ I 7 I # # + 1 i s --I �- # 1 j ! II 1i � i i I l # _ { # i #I I € } _ ( # I t i # 1 i i # ! ! # i # t I # I °� ! t € I i ± i i t I I t 'L x I # # 1 RNE ibJ ANn 6l! V AG 1N } } 1 > d'• e I ! I t i r 1 {I{4} i 1 I i } } 1 + + -1 1 -, # # 1 i #- ?. t .. # i I ! # i i 1 + + Q P CO R T 40 p mks } d { t # i t I t a i I 1 I 1 t 1 1 i ! + j1}{ , # , # I # i -� S Y•H I + i ti 4 I , i i } 1 1 1 i I i• j i ' { C-i �' r o.: I ! f 1 ! I ► i l ! 1 I I I } I AT 9* cox: IOTI 5r 4 CARNELIAN ST. 4a'wEST t j] 1]] i f }1 1 tt+ j j} 1 ! i t I i } # f I , i # # , , i + { { I , 1 1 } t # .. { } ! _ 1 { k- +. # # J 3 # i 1 # { # , f ( 1 f } t i I I i : # i t` i i i i I I i # I 1 O I # # # I I I; i i j P CJ4RKEL�f►N �T.:2150uTH oF1r j04Itl 5T 'L EAST I I t ! I !i ± 1 ! 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