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HomeMy WebLinkAbout473 SUBDIVISION IMPROVEMENT PLANS " I Sheet 3 TRACT NO, 7 LEMON AVE_ SUBMITTED FOR APPROVAL BY ANDREASEN ENGINEERING CO. R. E . 11363 � Z v APPROVED BY CHECKED DATE y ,7• y -J SAN BERNARDINO COUNTY ROAD COMMSSIONER O Ch, ,Ptd O(1 Cb. ,Ptn. e /"=200' e DEPUTY DATE .Z _ iv D=92°3/'53" 0 �t 0=B9°44',37" �l L= 32.30' 501 5� Z-9/. 33' SHEET NO. 1 OE 3 SHEETS See .5heef 2 r=20.90" a,\d9 ( ,�2 rS/9.9/' See Sheet 3 ORANGE ST. R5"Zo � Q � � �� •,Q`� A7=2/0 � SheetZ Ck 11461g, 0 3 2 �b � fi C. G) Z W ESTIMATE OF QUANTITIES i I �b ``� h Q • G' G �S�' p Q �z 3" INDEX MA P I I l0�`5� �5� c+5� ore a Q ( I .ti /. 46, 045 s f. 2",4 C. ,oave�nenf I I G G° �° �� I p° 6 N 2. 2 742 /,f AC.C.' d°Curb / £ NINETEENTH ST. 7 h' 3 X12 //7 P.C.C; yeriable curb /B gu�fer �l. /27 /.f. P1.2.' Curb ol7ly 5. B9d s f P.CC. Cross-gutter a;%, 5. /9 /24 s f. A 4 4"fldewa/k OPA L �o ST Sao g y O T ES 6, X100 c.y. Street exca vatron IL _ I - 1 GENERAL N 9 68 If garrlcade I. All work shall be done /h accordance with these plans and the 1966 Standards and 9. 2 eo? Rdise S.AI H A 'I �3� Specifications of the County of San gel nardi�7o. /0. 3 ea Street markers I 2. Bench lVerk Data: Chiz. cross on S.E. corner of PC.C. headwall at N W corner of ger l o o ' Y //. 2 ea. PC.C. cut off Well - 2 st and Nineteenth Street (7.vcr NO. 77/5, S B.Co. Rd. Dept Datum) /2. 52 /,f' /Pernove barricade I Z Elev. /527. 04 � S r et mar er- per 17 A rear ii7o oun Std No. 303 303A shallhe constructed /j 454 /f Remove 4 C dike r I ( � I v 60• 3. t o k .�p Sa e d C ty � s 6 at each Intersection. /4• 3 ee. Clearer /Y/arkers I B Al/ i e /fines or sub tructures of g kind not shown on these /19175 wit i the /units P p s nY p h n I v Changes or altercations to this i 4� I /2 / /Z `� ( of fh/s subdivision or /n ad acent areas where improvement ` 0,-,F is to be done d ram t-rt g, ¢ 0.5 ' without racer written a Ile, i ' shell be removed or rp/ocefed as reQu�"red at no cost fo the San gernard�ho i� ��e'c��c�l frau the O' N1, OS' 6 /Z /Z 4 OSS '� j3. s3. County Road Depf �aarsons $i a�otc�r� h x to, will be pros S. Compaction tests of embankment construction, trench berkfi%/, and a//subgrades 3s' 22' cuted according to lam. sip p• , os 0.17 sha/l be performed et no cost to San Bernardino County; and a written report '°, yo • Leve/ /me shall be submitted to the Contracts Admlhistration Division of the Count Road y These ptorrs and profiles meet current county •' ' 8'cf. �--- — _J pe artrnent fora rove/ prior to placement of base nmater�a/s and surfacing. ��-;dords If the irn .row—ents herein shown r P PP �' he des gn of the Pavement Stroctur 6. The res ons�bi/�t of adUSf/n manhole covers, pevin re o not tompleted wit!un one year from Const. Q"OC-C. Sidewalk per S& /09 kt°inov� exist A.C. dike P 1' J 9 9 A /r, and paving rep/ace- s sh-wn s pre#i mi n ary and may be 1 Exist /inprovements� meat ih connection rvifh su6oivision sewer /she instal/at/bns w/%/ be the (Bond agreement dote), to chang@ after rough gradin res onsibilit o the owner and shall be accorn l/shed/h co/n /lance with �F .r� Plans and profiles shall become subject , -=t h Const. PCC. curb¢/B gutferper Std//3 TYPICAL SEC TION p y f p P has Seen accomplish d. T Ordinance No. 915, Sect/On 203, 209 and 2/0. �., tc;il-:e then current county standards and shell OPAL S/. gone subject to review and renewal. 7 /then curb depressions ere pl-ovloled for drivewoys, complete driveway con- Const � T17 gr. 0.,36% -� Sfruction w�%/ be re�uii-ed ih accordance n'ith County ,Poad Department Stana� /6 0 ' an re aced a 400S. ? o '1 I h � PROF/L E SCALES h D 4 0190 � Q o 0 0 0 h v �R Q N o� a o C ✓ t / 4 i ill.BO VC. 3L 33 v , t , �e.St O ' 30 Y. C. , , 640 O 32 �. �i i y ti i 4 4 9' Ib Q. a _ - /62 5 O O 3. O O t + 0 t o 1640 0 9 _ : < ! ♦ ! I } ; , , r ♦ /625 i < • : : t , � o e /s/A Past cu i , i 3 ` 1 ! /625 , < t4 I , , t , L, k OPAL ST. : : TRACT NO. 7841 SUBDIVISION IMPROVEMENT PLANS 60 Cu rue D6147 Curve Dafa �° � TRACT NO. 784136'00 /2' /8' /B' /2' y, N.cb. rP=482 L=3.86 -W. If R= 530 L s 5/. 80' 4i W 6. R=5/8 L=5069' 05' �' 6' /2 /2' 6' 4' O5. SUBMITTED FOR APPROVAL BY t ,e=500 L=4887' ANDREASEN CO. ,P=482 L=47//' 060' D.96' 065, 35' Curve Data E. 0-470 L=45 94' [eve/ /,ne S/ope •/ B"c f l /IC/''e 8=530 L= 25. 29 R.E. 11363 Const Q"'P.C.l, slymp/k pPr Std. /09 Const. Q"P. sib'ewa/k er Sto!/09 N.cb. R-5/8 L= ZQ 7/' Et A7 500 L= 23. 86' APPROVED BY CHECKED DATE Const P.C.C. C•vrb¢/8"gufterper Std. � S.ch. R=482 L= 23. 00' SAN BERNARDINO COUNTY ROAD COMMSSIONER N Con. f P.C.C. curb /B" utter er Std. //S 9 P h Const 2 ,4.C. �rnf, S. �,' R=470 L= 22. d2, a DEPUTY DATE 7 w R rb V/ . � TYPICAL C . n SECT/ON ,�t . b tb. Pt/7. L a ° ° J.,92091'59" G 90 = o SHEET NO. 2 O F 3 SHEETS ORANGE ST. See Sheet 9 0 9 A7=2,0 L=3/. 42 L=3/.42 C6. 'Pfn SACRAMENTO AVE. v _ as ! 0,5' a ,�- 20 J=50 _ O 9 v � ao _ � Q 4' T- 20.90 See Sheet / •c L-3/. 42 v. See 8t ri9 t h R=20 D , 5. I� I v \� /6 w IQ �j /5 ,� v I I ( l 6 5 tai I The design of the Pavement Structure °r� II I h I ° I I as shown is preliminary and may be Const PC.C, curb /8 tier er• St4'//5 � 8 I act to Change after rough grading 0 sub g 6 B 6 _ 0 9u P J lonst P.1.C, cross � � I °� � „ b r. I Const 4 P.C.0 rde k er- ( ccom lished. utter per Std. //9 � `t S / p Std. /09 �i I I • .• , 9 P b I � � I has been a p , ,,•,, h J I - Const P.C.C. cross- tier per Std //9 0 I I ti \ w; Q �, h I li /nsta// V. tilar,�er�r l o � 0 o I ei � � Std. 303 y`303 d -� ,•�• �: �� � /nsfa// St. /!l ,�Pr pPr Sfd. 303�303a o� :: � 9 O � . 0 1 n � Co sf, o . CC, cu/off wg// � - � R�inove exrs� bsrrrcade P Pr Stn.' /2 -�— �� 6" b 96 tete hti �� 9� A�' �� � ° A E '�3��`'� ORANGE a ti�3 - - - - �3 /OD'S B. Co. Draii�sge EgsPmenf _ � ��' '' �' �2•��R ______�- --�- - ti tip• 5 ti � � ��1 s. 34 I. - - --- �arr�cade �'L�VE. `� (I Con f f barrrcade o�R�_- M . p1 6 -----_ - tia 9�_ �9 ` M 1� �b- ST II, per Sta! 30S �` �h �,s \ titi; 0 oro 6 Q° 1 Grade to drM7� ....-�' ryp p0 •°. � \�l p b� I _ 19 ��pry '. p. - — x r er h� ti n a rY1 -O 0. V c V o I � ro tic \ � These plans and profiles meet current cc+unty standards If the improvements herein shown are not completed vyet4::n one vear from I R1 = - � ♦ O s , I Q (Band agreement date), I C a o I SACRAMENT r7 ♦ I I m l c dl \ n subject t l - these tors and profiles steal! been �c sub ec •a, N1 P P 1 y. co: � a AVE. I � I � O � . t. \ N to the then current count• standards and st•:nll. 1I 1 l a1 h V bot�ome sLtbiect to review and renewal, � — � 1111 � � � � . � a . I C /7 / `— — /6 ` 3 /7 /8 /9 20 1 y F � f Co o5 t A.C. pavement er �c sec/ion 4, P �`yP � Chan es or alterations to this c�rt�wi C6. ,Ptn. .3 4 Cons . P.C.C. curb /8 tier L a (� v gu pe Std. //5 l► l I a _ O I without ricer written - 4 S/ tract /rhe C nstP . . approval l f ra Q 3 O 90 0 Cr sidewa/k per S, d. /D � P� R1 t� = I �1 ii I l L 3/.42 See at /e t f ersans signatory hereto,. � Q C6. �Ptn. Cb. �Ptn. p g ry .�to, will b� rc�s� +. Curve Data � d-90 d-90 t R=500 Q= 2°42'52" L= 23.69 cuted according to law. 1° o v R=20 rP=20 01 S.Ch.R=5/B a: 2°42'52" Lt 2454' V L= 3/. 42 L=3/42 S.R R=530 G= 2'42'S2" L= 25. • 7 8 /0 PROF/L E SCALES , Oi N / rt Q 0.63 _ 5 on c6. . /630 3 � v : h � 0 v p f � 94 9B 'Y4 94 86'oil cb. O N O 3 N V b a0 _ tti o /63 0 ao Q� N _ .._ 2 2.3° g0 r de �o 3• +. op M • 71 , INN art y, tQ ,6o T xlest Curb 2. NDrfh \ b N� IN : �63b 6 C o r / o _ . G ado fo draih � y O a� /° /630 t\ - oo 1615 - _ b oE 'bl Z•OO r' de Z N 9° o f 0 x sf _ � 9' 9.e °� , 4 � \ v 1630 N Q } •C � G a e to rain li _ `� � o on cb, b 1 V V tp O EDO 41V b1 3l. 2 d, ti ti I 4 e •�,H � � M ap �4 4 041 .%W.°J4 44' O N _ _ ?00q \ ! /5 _ __ . _ _ _. .__ . _ _ - 1630 ` __ /60j h 3 .\ p �o b _ / o _ Fxisf ' f S 3 ado � ♦ a \ o ?ooh _ • S 3 N cV on T east Curb = - f ,�' v 3 P _ . . Soci h 24.5a IQ on cb. : IZI 4i Grade to drain x/90 N � N N � To oath s curb �, h _ of \ Tov exist south c`urh - v C-� . .o• L473 3 1620 _ � o� � .042 , ORANGE ST. SACRAMENTO AVE. TRACT NO. 7841 SUBDIVISION IMPROVEMENT PLANS TRACT NO. 7830 SUBMITTED FOR APPROVAL BY ANDREASEN ENGINEERING CO. R.E. 8205 Curve Data N.O d-.39°4549 p APPROVED BY CHECKED DATE R-/50 L=/04./0 SAN BERNARDINO COUNTY ROAD COMMISSIONER N.Cb. d =42°33Qo R=162 L =/20.34 8-ro•C8 ¢` d =4?°3340" DEPUTY DATE !?=/80 L=/3.3.7/ T-70.1/ Curb Rtn SHEET NO. 3 OF 3 SHEETS .p S. Cb. d= 24°37 27"" d=80°39 b4` R=/9B L =8S.10' R=20 r. Ci `� S.k a- 21'47'19 L =2B 15', V a R=2/0 L = 79.86' T=16.98 j See Sheef I Curve Data /7 ��,�' �� no v ki 0 3o Curb Rfn. c c d= s°s2'i8" �� � l !2' 18' /8' 1 a-90/Oro .o w 3 4 / 0 R=20 p � R=50 L=32./7 � �� ��k�' �/6 S �� Q' d' t Cb. R=62 L=39.90 o / L z31418 v V T=20.06 b � � C, p � X o , �? V \ Li A j � � `j vc C 9 I Q -,6 1 34 tki I ioQ < < < 8 O k6 SM.N. 0 1. I �y p tq /0 c g c C O m 1 Q o � Curve Dafa ��. o � S a =241 4348 o O o 0 ,9-r50 L=2/0.95 /9 01 v 6 c6 R=38 L =160,32' ZLZ tri Q� R�� `Ys" ��Q9 az--46Qp� 2 Curve Dafd 9 9 OPAL STREET oh a-2534424 R--50 L -:,?21,d3' X V 's°� O I 35 9 �, p16p1 �j, \0 � 9ge � � � 3 P�. ca\ 20 � 21 �- �� � 22 � °� � 4 �O ti O R o 0 4x0 a 2 3 v � / 14 /8 36 Curb Rtn. � v o 6'r.900 `'' Curve Data Curve Oafa Curb Rfn. s �' h d=3652'18 a=43 417;35" d= 91°03 06'' os- R�c'0 R-50 L =32./7 ' L -3142 , <° Cb. 9-:62 L =39.90 PLAN SCALE R=so L =3B.07 R=20 See Sheet/ T=20.00 /�-=40� Cb.R=62 L =4739L =31.78` _ - 3 84/5 on cb. 2 O 7 a Co 0 I 2 39.90 a/a d/a /e 4 ata PROF/LE SCALES 2 I 0 80.16 on cb, a on a/z ti f/Or/Z. /'--do, a a c /20. 34` on c6. m <; V/erf. /"=d' /4 /s /Bp ° 4:2 Zi 16/0 - o � � � O O \ Y � �,� c; 1620 o.s1 / , � 620 Wes O.s8/ �0 31.48 W o Q Top North Curb B ��°/4 0,614 Curb /600 To P % J �, o o m �. o Wo I6/0 w Q 4,00 o lu) �o oo � � � �, o � �U °q ts to 0 o �. h 5 v 15fi co ti i v °j � tio 81d 14 \ o /620 W _ ° o 1620 x I St a/B 8 o O _ 39.90 � p � � O Li V W W \ m O FS ti o O 80.16 on cb. Tan Grade 5,60/ W ti cb o \ 47. 39� 1600 5 p F h p O h °/2 on cb. 85,/O' 31.78 00 0 0 o p0°/ °0 ° o h o 1z, 16/0 on cb. ' v 06 � o 1620 1620 Tan Grade 5,v,Oyo East o sij O6e� / h - 3� TO SOUfh Curb TOO �. Cjrb 3.879 1600 op ° W T toNmo� h we 1 3 1 , s � SOMERSET DR/VE 4°/f OPAL STREET TRACT NO. 7830