HomeMy WebLinkAbout499 rte- ... ,._ ... ..... ..... ..,,. ,._,. ----.. . .... -...
y i . . a
t 4/4 on cb. GEIVERAL NO T`ES
9.90'' 418 g'a °/a 4/1 work sha// be done /n accordance with these ,o/ans and the /966 5151 6rd Secificat/ons
v on ch. ofthe County of San Bcrnardrno.
Qo�
Bc nc /t�1a h rk Dor at :
o� � �
-o RIO C/irs s varc cast curb Beryl Sf 6 north of south tract hhc b dry , Tract 6913.
rt
IIID h /� -•• a N ti E/. 17/9. 14
. Street markers per San Bernaro'lho County Std. No 903 & 303,4 sties// be constrmc-tcd
• at a// intersection.
4. A// plbc hncs or• substructures of any kind shown or not shown an these ,o/ans within
1920 ^ ,� 1920 the &77/ts of this suhdrvlsion or In ad scent areas where rmprovcmenr� work /s to he done
shs// be removed Or rc%cated a5 re�uirco' at no expense to the San Bcrnardrno County �Poad 0,-
Is
S. Con�,oaet�on test of embankment construction, trench backf%l, and a// subgradcs 5ha/1 he
o. o t ''• •• Tp North Curh performed at no cost to the County of San Bcrnardri7o ; and a written report sha// be
suhr»iftcd to the Contracts Adrr71h71 IFb elron Di vision of the Count )Poad ,Oeoartm ent for
To exist. PC.C. ctlr6 p d ,Drava/ rror to /arement of horse mafcrio�/s c�nd surfac�n .
P , P P g .
6. The resoonsrbr%i' of adlstrh manho% covers avrh rc air avIh rc /acement r� eonnccfion
'� o v •••Exist with subdivision sewer /me rnsta//atrons will be the respon s�br/if of the owner; and sha// be
p I dccornp//shed rig comp/lance with Ordinance No, 815, Scctron 203, 209 and 2/0.
7 lyhen curb o'cpressrons arc provroed for driveways, comp/ete dr/veway cons/`rc�rfion will be
:/ D
o �
1920 c w� Coun y /goad /O far rncn Standard rawi g No. /28 and
_ • � �� � �o a � re�u�i-eo� in accordant fh t e t t /.�' n
�, ^ 1.90 ti related specifications.
84 15 on 46.
d 8. At the mp tion of Dug gr drr7 , a este a/s revo t a d t c p op os d rue ural
°0 ! a
• ,S 9.90' /2 SeC'tr' n ed y t c tr ct ngi ter o t e S di v sI on Sc r on F t e
V on ;1�eI7
ar rn Co fyoa De art ento
CAD /whc a///sfr cfur / sel d o rc rr-e enf ha e b e� et
n; h d 9. lyhen the roadbed has 6ecn grao'ed to the approxrinate elevation and cross section the contractor sha// Furnish
2%2 inches of C/ass 2 A.B. or re-samp/e 9nd re-tested im orf or /Dees/ matereal, free of rocks which
Q has st least the min�rnum re�u�red "!�"valve on which the tract design Is blessed.
5oufh !� ••.. /24 ro l0. A erlmi wlYl be re mired from the San Bernardino Count Road' OCP,617477 r/or fo an
P
/920 1920 encroachment or construction wrfh 7 the Road De artrncnts easeme�fs or ri hts -of-wa
/' 9 y
o /3 ,.•N'atrua/ Ground /Z Ade mate slakes shall be set by the engineer to enab/c fhc contractor to constivct fhc work fo the plan rales
1.90 �12. Sub-grade stakes driven to the avelnent sub- rade c/eYations, shall be set b the contr for or
to o errg/neer. The stakes sha// be sct at d// hrhgc, edge oF,oaverrrcnf and crown ,00lnfs W/i/Vh 0.0/
--� - --Top South Cur-6 /1 o a iYlih. 24" Cover- 1 foot of sub- rade c/cvatron and at not more than 50 foot intervals. Ada'itro1na/ stakes may
1910 /910 be needed a way ed or verlmel curve areas. Sub - rade stakes shall be in place rror to
P 9 P
Flop exist PC.C' curh �0 3"g�/ , ps vi�g to permit spot chcckrn of sub grade by inspection personnel,
A /3. Al the complefion of paving d materia/s report shall be 5ubm/f fed fo the Cornfracfs En ineer-
� 9
9 PROF/L E $CAL ES HORIZ I" = 40' f 2 ti of the San Bernardino County /load ,Depar finen� /i5 ting all tests or de terminations
3 VER T. /„= q, 254 I.j d"
Insta/l C M.!' (� IYI P 160- IP
24"cam P comple fed fo fere fy.
8 End SeCllO,? p� 0 / 2
/c?Rs. 3 a) 5�abilify, oil Content andsieve analysis of asphalt 5urMcing.
Bt60. e b.) R- value sieve anala yrs and sande u/va/enf o f a re ate base.
' STORM ORA/N 1114,11
20" 20 20 Const. Roeti 14. l rn lieu o f General Note No. 9 •the con-�r8c4o- rror remove 7//rocks and lum s o f
Catch �as�h � 6- � y P earth
PROF/L E ��' �� ® ,
ro r0 i0 /0 /o ro )(Clip V-4 �� over 2/z inches /n 0/3e and other urnsui7'able ma/eria/ from -the upper 15 inches of the
PLAN SCALE : /" = 40 ' PROF/LE SCALES: HOP,IZ. I"=40' roadbed
NAtura/ !'hound••., VERT. /"= 8'
Const. Tyoc "f3"Local
Std. 203
���• 4=36°52'/2"
, �
� ECT/ON A - A Cb. R=62, L =39.90 � s/'
�ti S
2
1 vii vi ���y0 'ss% PUMALO �.
VIrk I—
M Q•�,. \ 5
Q � � \Y e h �
a
Exist PC"C, curb gutter tomN °� N �� �a ,
Z
EX/sf P.C.C. slo'ewelk o o v �O o tot
EXist A C. ReP cment
See l7r�ii�c9yc 12 6 DRAINAGE DETAIL
\ \ L7et��% of right Curve Data
IND EX MAP
_e .,• d=253°4d'24"
R R-50, L- 221. 49
Cb.R=38, z=169-2.9
"ALO _ 2�' o ST. _
� F�sthcr f mii� ova f
��� ting ,or,yem�nf /
� _= 200
EX41;0 P.C.C. curb gutter- ��'
,5xist Pee sidcwslk 3o' 30'Ire
2b ,(p9a '� Sec OrainAge 12' 18' /6'
2 fo � • .`I/.7etai/ apt right 3 h V ��' o.s' /z' /z' 6' ¢' os'
�h 3� 20 .,/nsta//P54 kr.
# . 0.35
7 "2�1"C.rY1P. /6ga. tri Slope W /� Leve/ I Line 0
�¢
13' II /o v s o ear. 8�f 5�0
ZO'S. B.Co. Oi-ai c Eascrncnf - . • _ V v a —
# V i 8 Const 4" .PCC. 61o'eWa1k•
Const, 4"PCC 51dew0/K per 5f01 0109
Instal/ C.it1P End Section - -- _ Q •Const 0.2 A.C. Pavemen4 See "^Ae
_ o r m Cure Data
o t , 4=3652'12" Const PCG Curb See Note 9 for ,43
. Const. PCC Curb � 16""Gutter per Std *115
R R=50 , L=321,6 IB Gutter per Std //5 TYPICAL SECTION
_ q ` \ ` Cb. R=62, =39 .90 PUMA L O ST.
032 ��EL
CHA
\ ` 0��0 PREPARED BY FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.o. No.
� TRACT NO. 8429
os ANDREASEN ENGINEERING CO. ROAD DEPARTMENT
777 EAST HOLT AVENUE STREET IMPROVEMENT' PLAN
DESIGNED BY DRAWN BY CHECKED BY ROAD N0.
\ Z• POMOMA , CALIF. 623-1595 G APPROVED BY
5 \ PUMA L O S T. D* NoEN .
DEIN' D SUBMITTED BY �`,_ Y-� c.D.E ASST. COUNTY ENGR. - ROADS DATE
W 1 \ \ �w 7• (//yu R•E'v205 RECOMMENDED/APPROVED BY
\ DATE ! - 7� REV/SE GENERAL NOTES 8,9 ADD 13¢14 6-1-72
' o- 2�JJ���G��?ual� ?z SHEET of
IIIMARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER — ENGR. DATE COUNTY ENGINEER DATE