HomeMy WebLinkAbout310 STREET IMPROVEMENT PLANS
I GENDUL NOTES Tl/RNER .4MEMIF
FOOTHILL _ HLVD. / Soil Test :2%Z"A.C• on Turner � 3',4.C. on Foothill. A'OOMi//8/vol. -375'siy_
Z. All work shall be done in accordance with these p/ons and /963 Revisions FOOTf//LL BOMEYWV
of Standards and S,oecifications of the County d San Bernardino. ruiner .ore. -660 'Ery.
3. cbrhwau improvements shall cvnform to the recommendotion of the SUBMITTED FOR APPROVAL BY
VICINITY MAP Son Bernorolliv County Planning Commission, ANDREASEN ENGINEERING CO.
4. Street markers per Son Bernardino County Std. No. 303 shall be
constructed at each intersection. �z
W 5 Stop signs as required by the County Highway Traffic Sectlm shall
be installed
R.E.8205
6. A//pipe /fines or structures of any kind not showr on these pons Approved by Oecked Dote
within the limits of this proyect or in adjacent areas where improvement
�"` 5O°I work is lobe done shall be removed or relocated. Son Berr►ardino County Rood Commissior7er w.rc.G 4-7-6f
7. A permit from the San Bernardino County Road De,00rtment will
p rl be required prior to the beginning of any work or construction
w/thin this prof eel
8. A Construction Permitr wi// be required on a// driveway installations / 2
V II not on the aporoved plans. Construcfion requirements shall conform sheet of sheets
i r d r dr' -
a o , when curb depress ons are p ovrde for /veways, complete con
° So �` stru c tion will be required in accordance with County Road Dept. EST1RA TE OF QUANT/T/SES
Std. Drawing No. /28 and l28-A,and re%fed county standards. 4 /5,565 sf 3"A.C. Pavement /2. 29 /f Z� C.HI P. /6PeYCd/neer/
c Z• 6359 sf 2/2 A.C. Povemenf b S.B.Co. /3. 3 sr PC.C. Local Depression
v o ° 9. Compaction test shall be performed upon completion of street y /Q 45 /f
F ° 3. 13,752 sf. A.C. Pad PCC Ouf/ef Sfr�rcfure - Sec B-B
backfill and embankment as per San Bernardino County Standards
v v� I II II and S,oecificafions and as required by the County of no cost a 607 If RCC8"Curb 024'Cwtter /S, 79 If
County, an4' a
to Son Bernar .5• /05 h )OCC 8"Curb /B"Gutter /6. 34 /.t'
dino n�ritten report submitted to the
W II Subdivision Section of the San 6ernora'ino County Highway &-,0/ 6. 3/ /.f. P.C.C. 8"Curb E Variab/e Gutter /7 / ea. /Qelocate .s'x5'P.C.C. Va/ve Box
�.
I
7 Z9 /f. P,C.C. Varidb/e Curb /B Culler /6. l8 ea. Remove Era/. Trees
°° ° � AR�zow ,yH.y /0. When imported base materia/ �/.B.�1�1.) is required, the minimum �
Q , II hickness shall be Q" The minimum "R"value shall be 75. 8 /03 1 f PC-C- Curb Only �'3 3 ee. Remove tree stumps
t
tih � G• � � o h 9. 5.� s.F. PC.C. Cross- Iter M. /27 /.F. Remove Pock Curb.
l/. Encroachment permit from State Division of Highways must be obtained 9u
t**-
1XI y /o /328 sl.' RCC, Sidewa/k Z/ .5/ /f. Remove P.C.C. Cvrb _
before on construction is performed in Foothi/l Blvd.
11 29 /•f- /8" A•C• Berm dZ. Lump Sam /r MOVe OCC. Open Channel Xaa//s
23 Lum 4s%F PCC Du e aSir-w �
;?C, A- h
Feather >`o „loin r _ _ _ _ kp'1 BLIND A E-E �k p
__ _
T RW Existin A.C. pavement -� u V AVE. FOO Tfy/LL T T
r o
in
.
s
N �—
e b made r. is-alsr ,._,.._ _ '-- _. <.- . . - .,. . �. •; x.
hg �;� t,� Grad fo su . FSP a 6e�ti ,S.B.Co. _ _ —__ - �(►
o �O• �' � o
3 9 � �__ __ o b ., ;� ,Section Line
fo const�•ucf A.C. v men/ m �� ---_ - -- — -� _ 0 �#. �
W6S ___: .--- - ---- 11/6 -__ _ __._ _ a• +' � Ok e -h - „�- - ' — o � �
-- h r� P.P IQ47T5/E t�� b yQ P.P. 392.344 f — -- Remove Eucalyptus Trees a`�
C, c mP Construct povement per typical section �7-7 O -
D. -
V o a o ���( ; e\ 90 o3b�ti 1 - N ---- Remove Euca/uvtus trees Remor Stum
L (� C'3 6 �� a► I enbve Evco/ Tres
F \e,�ti 06 \ o� ,A
* Ib v 0, o p � Remove Sfu1np
e� ,
co �Q �° G�'� v G0 0�5r o���e ��ob W a i00
w I ,
e V 1
F\j � m c, (,• �Q �; y�' 0 GG bA tt° �` ods ° °� '� W v � oD Re%cote exist. 3 x 5 �
N QJc �s '005e, X.Q' S� p�\o m /2' 48' o ' it P.C.C. valve box e
eOP
ti tu
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o C °r fob Oda' C6 rtn I o Curb Return
�' .o Re \\`� t`'�' Q= 89'42:50" °� see at right J (� N �� e= 89'd2'S0" G e\2 BENCH MARK
1 , �G = o $ ( R s Zo, Q�'ee 0 Corner of Foo#Wl � Turner, 0.5 miles nest of Mission
5 R 2 E� G 5 /Vinery N.E corner of Foothill � Turner on concrete
4 O L• 3/.32 PLAN SCALE o �= 3/.32' S�(,P,`� bridge, chise%d o,marked 'f CO.B.M, �*/2
�--- r=/9.90' /0 1',40" I� rs /9,90' col, Q�
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TURNER AVENUE
J)wf. , %.t 7- FOOTHILL BOULEVARD