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HomeMy WebLinkAbout452 Lf BASE LINE RD. SUBDIVISION IMPROVEMENT PLANS _ B ' so' GENERAL NOTES TRACT �; TRACT NO. 7 30' 30 BALSA —� W —r ST. /. A// work sha/I be done in accordance `with these plans and the /966 Sfand�rds �"�d e 12' /8' /8' /2' Specifications of the County of Sar? bernardl' 7o. T245 1} = W ''. SUBMITTED FOR APPROVAL BY 4' 6' /2' /2' 6' 4' 2. 13,3 VCH /YIA1PK Dodd= Chiz. "C"/r7 steps of church, N.N corner Church V X Archlbc7ld '� Q 0 5 J rJ 5 Ave. < Tr. 7669 - /Poad /.7epertn7er7t DcFIV177,� 'lev. /280, 55 W A N D R E A S E N ENGINEERING C O. 3. Stree7 markers per San 3&r ,Trc7'ir7o County Std. �f/o. J03 4 903cf shall be c'or7slrurled --� Q J ° scale /"=300' 0.33 0.17 0.35 of each /ntersecfion. u , cLE WO �} '' ST. �` ti �' --k Leve/ � Line 5lox 0 a'/1 4 A//,olve /ir7es or suhslruclares of any boar/70f shown on these plans wrfh:h the /units e e R. E. 8205 e :o , � CANOL EWOOD v of fh/s subdivision or i� adjacent areas where Imorovemenf work Is lahe done shc�// Q ST Const. 4"P.C!' e Q APPROVED BY CHECKED DATE be removeo' or re%ca/ed as re wired of no Cosf fv the Sa/� 3ernardii7o County Roam Depf I. Sidewalk per Std /09 Const. 4'PI.0 S��'ewa/k perSfi�! /09 5 Com action test Of embcqnkrne�/ Consfructio0, trench heekfil/, c7nd c7// subgredes SAN BERNARDINO COUNTY ROAD COMMISSIONER 0017.510 25;9,C. ,DaveMe/7, 'o f3 r ar i o Count • c�nat a written re ori' shall � C�� �1��(6 g Co�sf l�C.C. Curti /B"Gutter Const AC.C. Curti a�/B"Gaffer per Stct'//5 shall be performed at I7o cos/ !`o San e n d n y p S.8. c. D.E I INDEX MAP r Sia /5 TYP/CAL SECT/ON be suhm1tted to The Contracts 4dm/�Istrafion /-?iYisio/� of the County Road Deo�rfir7en1 `� I % (¢ CHURCH ST. Curve Data DEPUTY DATE per / for c7ppravdl, prior to pldC'e/nenf of base materia/s ana,surfacing. _ BA L SA ST. 6. The res onsibi/it 4f cid i✓sfih mAnho% Covers c�Ylh repair, c;'no' aV%n reo/Acemenf '- a-23 039'23 " SHEET N O. I OF I SHEET CHI AVE. �' /� �=50 �=20. s6 CH in connector? w lb sub&vision server line d7sta%/afions will be the respo�7sibi/ify •of MALA � cb�=62 1-= 25. 4.9 the owner, and shell be accon7,o%'shed d comp/ia/7ce with Ora'lnd/7ce No. 8/5, 5ectioV7 203, 209 ,12/0. Curve Data S 7. /Then curb de ressl0/7 s are ro wded for dri veWc7 s con? /e,e o'ri vewa col7s/ruction W/// . be rewired I;7 accordance P fh County �Pa vd Depertn7en Standard D,-wli v No. /28 and as v d=/37°20'4 7'1 re/dteo� specifical<ion9. � j cp R R=70 L=16750 /5 /4 / /2 1-=136- 03 Const 4 P.C.C. 51dewalk r , /09 co ��, O I%O r or ho b u if c ' e t h u �✓ ' o / o / e � n k�3' Per 60 '- e I n si�Ke�bx1 a o h per St nst' 4" �°4.C. SIiewA/,� d. 109 h� Cost. Cuit Off `vol/,ver— ,;6.;� ------- --- - -- =V- " r 30, Co 30 P 3• � - --- � � =. Const. 0 Sfd, 127 9 S�ec-&i 4-A -^ -- `� per std l2' /8' /8' /2' \ o Const P.C.C. Curti /d"Gutter per Std/� ► �1 �Qemove 34/.f. ex7st 6Prri tilt o S.3 C'r>E. ,�.ti� w —� �o _`00 w e" MALACHI T M.H. AVENUE\°o0 Q 1 6' /2' 12' 6' 4' _: - -- _.._ ___ . - -- 1 ,� A -- Const 0.25 A C. per o�\ - O 0 5' 0.5 ti--�- a rk 217 S/o ". . 0.35' 0.65' 0.96' 0.60' \ti3� m � S\� � Const 34 I.f. garr�c e J __._ .__ ___ _- ti�4 •/ Leve/ Line "• � ' oS.T . BALSA �M." ��� � EXist� /m rovemenf STREET �S/opeper Std. 30 _ s _ Bc.f --� -- --- - _ $lop �\ti3j� co w 6 a Const 0. 25 A.C, per lyoica/ sec /on w 6 ���� ��� a , a �� ���° \' 01 /0 Const 4"PC.C, ,��°� Const 4 'P.l. . Sidewa/k per Std/09 Cons,. 0.254.4. Pavement = =- = = Sidewa/k per71 1 Agy ,F onsl` Rll: Curb & 8"culler per 9"'d I/ 4 v ,o Sfd. /09 4"/? .C. A r St . 109 \ x5 u /6 /7 /8 �' 00 O \ TYP/CAL SECT/ON � Const. 4 s� e`vs pe d '�, 3 Const )OCC Curti c� Const. 4"/?C.C. Sidewa/E �, o 61",77 9 7 /8'Gaffer per Stet!//5 GL ENWOOD ST. per Stcl l09 /� W W 2' 6" �' Ch. /14' m \� ��Const 34 /.f. ba icade C st. plC. Curti /8 G iter per std. //5 � � oo `�' d 90°14.01„ ^ � ��v;, \�ti A� Curve Dc'td " & Slope per Std 05 �305 a I V Const. P.C.C, Curti e� /8 Gufter `) W \ d=23°33'23" >; ��W m ? -3 T-32.130.40 0.5', s.r.C. per Sfd //5 � O5� R 2= 50 L=20. 56 � __ \a S 6 7 8 � � J 4' Cb. ,P= 62 4z 25.49 #3 Confir7vous - I aih CA/y E C ry ata 9 - � grade o Note• l i// d/toh elol7 the wcsf u e .� - iP E�r�sf rour7d ^ 9 �. �.�� -` R=50 d-90°/4 0/ L= 78.74 �ti�D� . emove ' --r; A 9 tract 6e ndary. 0.5 0-5, 34 /f exist 8 PC C. 8/ock 1�o/f, .Z ,ini� 41-1 4' hdrricacTe 3 ax. 2' /8 181 ! " ,3"AC. / Trod Gne „� — 4,_ 1 / 2 0 2 SIB' L`/8'' -- d-/6 /c Fi%/a// ce//s t-vith grout PLAN SCALE ,��2• ;, i Trvct /she -� 2/ Dznl7 rnor lc?r- ii7 ver?`/cal SEC TION A-A __. ., 3,� .- / - 40 CA.C. Cut Off Wally XI � Es! /r/7pro✓e./7777 s �' �3 Cor77`inuous �� ,loin7`s �� /owe/- course - L39 $ 9 t0 /t PROF/LE SCALES 4 5 6 ,1 76.26 VC. 70 SECT/ON B-B Hor/Z 1'=40 ' Vert: /" =4- ` v 25.49' 7� 2�i 2�i on 4-1' v North 12 C 0r7 ch, ; � a � W � N .o EST/MATE OF QUANT/TIES North !� �; N •o /. 24,550 s f. 0.25 A.C, Pove/nenfI� a o ti a H 10 �, h `^ 2. /, 408 1,f. PC.C. Curti Gutfej' tveS� ° ro '� '�72 f N Q m 3. 5, 962 s f. PC.C. S/deivolk h / I'll 4. 68 If Borr/�ode , 1320 _ o so�, /320 5. 3 eo Ad ust S yI./A ---� 1111:!!11 _ Exist Tp North Curb 6. 2 ea. Adjust STC +Z•3 Tp North Cur rop North Curb �60� `�_6 7. / ea. Sf Morkers -o 7664 Top exist N�rfh Curb 8. all /f, PC 6/ock Mol/ 0 o 2, v to •IH S goo .0 h 9. 3,20 Cy St exco✓ofion o,M ai 9/2 94 9'4 v /0. F8 /,f. iee/nove Borrlcode Top xlest` Curb E e� kz/3/5 1 �N 41h � � B + % . * �o ^to 74 e ai /320 /320 /300 `Top Future West` C41rb (0 • r2 �- EXest`. � F. S. E f.S F. S. 50.40' a a Exlsf. F. S. 60/ 8000 3Q `Y4 94 94 94 4 Nati oN -o v 6rc70'e to cr7lnC //o . . , 3I5 � o N m Soulh 12 N South 12 i / h� o + -072 0 Future it F,5- East` R o � �o /320 /320 1300 - o �. 27� 0.6D/ / Top South Curb60� 60 -Exist Top sou/h Curb �N Too South Curti q3 f�,BC a Top ex/st South Curb -c a rOD Ec75I� Curb 4 2 g0 L TO,o Future East Curb %"i t- -No /300 1 q i GL ENWOOD STREET MALA CHI TE AVENUE © Revised rales on Malachite Ave. )2-/2-6 siruc4urwl section approved 1-I8-0 BALSA STREET o Added 2' Min. Pimension to Biock way; Z" TRACT NO. 7245 ARK REVISIONS APPR DATE