HomeMy WebLinkAbout526 GENERAL NOTES
TT--r- 1. All work shall be done in accordance with these plans and the 1966 Standard Specifications of
the County of San Bernardino.
2. BENCH MARK DATA:Chi crox on S.E. corner of M.C. headwall al• N.W. carne o4 a 51. Ni
3 d nil ne4eeti�{� �'r4 _
Elevation: 15TI.04-
+ } in Subtract 0.32' from above Bench Mark' to correlate with Bench bark No. 8-33.
BENCH NiAR�. NO . 8-33 : Drive pin & Co. Sure. Tag in top curb at S .W. corner 19th St. it
,
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' i I f �r { ; � t� iI i1 { {i + i) t i i i� i i i #i �iii {F t r1 � � jj �j f N •' .. i
Carnelian, 48 ' West of centerline Carnelian St. , 21' South of 19th St. , 2 ' East of West end
ON 406 W Elevation: 1566 . 536 Rt c ° 1 i
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{ { 3. Street markers per San Bernardino County Std. No. 303 and 303-A shall be constructed at each
intersection.
1 E { I
{ , i
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limit
s} j# 4. All pipe lines or substructures of any kind shown or not shown on these Plans within' the
ti of this subdivision or in adjacent areas where improvement work is to be done shall be removed
o or relocated as required at no expense to the San Bernardino County Road Department.
111 n1 'C'1 { 1 ! r , ,
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i { { t { { ; _ � { { . t 1 i i i � 5. Compaction tests of embankment construction trench backfill 'compacting original round a
i # { { i i z 1 i. Ni P P g g g and
t 4.15 on curb _
{ { + all sub-grades shall be performed at no cost to San Bernardino Count Count Standar
t + i j { i 1 i IC� V•G. j �-+ N N cJ AL t { g P Y Y d Speciff-
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�j O: ? 1- � cations Section 19-d shall be super seded to read, e relative compaction of the layer 0. 5 .
i i # r t s ? C4 rd 11@s� CUr� { i feet to 1. 5 feet below the grading plane shall be 90 percent in lieu of the 95 percent
}} com action re uired to a minimum of 2. 5 feet below finished rade in State Standard S ecifications
oncur P 4 g P
i { - It� Section 19 5. 03 . A written report with these compaction tests shall be submitted to the
p i ! t t t ; t°14 ��4
{ approval, ,
}E U i i ,a ! ! , Contracts Administration Division of the Count Road Department for rior to 'placement
� 's Y PP P
tf1 ;S1 t
i W a0 _ j ; I i z of base materials and/or surfacing.
6. The responsibility of adjusting mahole covers, paving repair, paving replacement in connection
j j ot10 i f i
4 t t i I ! } 1 1
Q� o ! W with subdivision sewer line installations will be the responsibilityof the owner, and shall
t ool
! i { i ' _ t. `� } , De� 1 ? j C j { be accomplished in compliance with Ordinance No. 815.
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1 { { 7. When curb depressions are provided for driveways, complete driveway construction will be re-
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0
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ted— 1 { ! i { t }
Q { j t q�ired in accordance with County Road Department Standard Drawing No. 128 and related
} .� p 1 t j i t 1 i 1 i
M. °(o t ra i
ao to 'ti A� 0 j I i i r i jspec
— � � i + + t } # if ications.
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ao 10 . A permit will be required from the San Bernardino County R
> ch P q ty cad Department prior to any encroachment
i ! I�
� 1 i 1 t
! ; { I + 1
i t s ! { or construe i w' rights-of-way.
+ �3. ��oT3n•�r p t � ; { i t on within the Road Department s easements or
q contractor to construct
, I # } r Y gk to the
' 11. Adequate stakes shall be set b the engineer to enable the con ra the war
1 plan grades .
12. Sub rade stakes driven to the pavement g p ent sub-grade elevations, shall be set b the contractor or
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engineer. The stakes shall b
{ i t �9 g e set at all hinge, edge of pavement and crown points within 0. 01
y �
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1
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foot of sub rade elevation and at no more than foot
'�fi Q g t e t n 50 intervals . Additional stakes may be
} d� - t'�' 1Y
t • (
{ - l" ��
i a► — o� ar, , { t ; needed at warped or vertical curve areas. Sub rade stakes shall be in lace prior
� E85 � [" � i i � f 1 1t # _ t 1 } � _ P g P P to paving to
N — J i .C• t9 r ci ti ll
{ � tJ permit spot checking of sub–grade by inspection personnel.
.d Q d� '�' ✓ ; i i i ; i # t 114. All water,sewer a a era}s eh f) o
1 i i ; { i � O p a4 � � Nc' j i i '
g s mains and tai a be c ns�-rr,c-4ed to each individual lot, prior to paving.
f 3 # { d + i { ! { i i i 15 . At the completion of paving, a ma 1
cp , ; t i t t p p g, materials report shall be submitted to the Contracts Engineer
— e
r i ap p: ) 1 i t ( i 'Departmentn
i c-� + 8 �8 �8 'd of San Bernardino Count Road listin all tests r m
i + +a0 t O t Yg o determinations co leted to verify: "
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{ i O O
• o i � r j e t i { 1 ` 1 i i t i
i
- - - - - - { ( ) R-Value, sieve clysis and sand equivalent, of aggregate bases .
R an
,��1r Ol'i GUt-� a
i 1 1 - - To Ess �'.urb i s
p f ;
f � b Stabil
A ; + � f , i ) it oil content and sieve analysis of asphalt sgurfacin
i i t V, } cJ t Y
i � k ? i 1 1 s � Y P
} i i # ; ..
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t on curb ;
1G, When Asphalt Concrete is placed on native soil which consists of #
t + i i _ . C i � ► 1 � , , # 31,42 ec ; � � � f l c ! � I t � � i i � J { i � a i � r
1 a rock maters 1 the sub rad
�1 Y a g e shall be prepared b removing all rocks
{ P P Y g
which protrude above the sub rade and
{ �. { Y4 �44 P g all voids or depressions shall . •
i t — be filled with a fine graded
j { ti •� g material of a quality better than the
1 { t 1 { { 1 # O tl f
t ; O �• ; ; ; f { ; ; ` - native material.
:
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4-o PRO FlLE' SCALES
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PLAN SCALE
o ,y,4o' t _LEM014 _ AVS,
CLIMB 'DATA
L R= 55 L•a 35,39
C%l R1.41 L: 39,90 `C
1 CURS RTN, UTA
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I I v O ai lZ. la 16 11 1 EASEMENT
I II o0. v �� � � 1.5 4' •5' 1,5 65 ,5 11,5' 4 1,$
I a INQEX VICiNi MAP
P �
• -� -+- U) a Sb •, 0.33` 0't't o 0:33' SCALE ; 1„ :100
his L1Nfi o
C• Idewslk �. NINIM EENTH ST
I I I I III cults ICTN DATA � g. V� - Const 4"PC.C• Sidewalk �•-. "°' ' Const 4� PG. �' _
R;10� per Sidi * 109 I L / per sic. 109
L 3i,4t CUINS 'DATA Conga, PC.C, curb 4 it �Cons4i,0, A.C• pavement 1
ara
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A 55. LIZ" Gu+'Iter per Sid, 4 115 - �_ ' -_ Const P•C.C.Curb
R R= 55 �= 35.39
Cb R= 6'L u t stl0 Gu4er per S+8. 115
TYPICAL SECTION
SUN
_ STpNE _ -AVE __ _._._--__. _ . _..___ . __-_ _---- ----- ___ _ .___. . _.. ___•. _.. . 4_. , . . _ _ ._ _, - . . . . __.__ . ._. _
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AN6REASEN ENGINEERING COMPANY FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT Not 88 4 w No '
Seo N. PARK AVi• Q 1 4dded sz�ruc�ura��ec�aa� _ _�31'Z1�6 ROAD DEPARTMENT
PoMONA,Cat+�F, (114)G23.15 � 'STREET IMPROVEMENT PLAN ROAD No.
• -- --�— DESIGNED BY DRAWN BY CNECKFE) BY APPROVED BY
t 9
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FILE NO.
T7•/�. �.�.•1 A?.G✓ —kt.t Q205 _ sueMrrrEo er c.o.E. ASST. COUNTY ENGR. ROADS DATE
OATS 7�//��� ;i - REC6Md"ENDE D/APPROVED BY - - •.
MARK REVISIONS APPR DATE SST. ROAD OMM!SS+ONEe)ENGR. ,1�DATE COUNTY ENGINEER DATEI SHEET I of,
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CURVE VATd N C�Rb RTN, DATA Culla RTN, QATe� ` ' 10 �� P�•AN ISC ALE
• - 3 55 22 p,�jp• I o°90` .o 1 40
R R-9110 = 6.41 R_to, sss SHEET V Ro u, is
GS, K s 9 61 (,••a 61,13 '
�11i SH 88T 4 G!t~�fE OA'ra �t ue 31,41 1 u• 3►.4'L � _ .Note
% R a 1000 �.•68,41 Te 341.3 I -`
0 (1 i cb.Re 32 u=4�,at ; C& t% 1018 L.s6110 ,�� 1s 41 - .enter Linc shall be- staked by
-v R- 1030 Ls't0,52 �# r-- E the en ine•er, thry all warped areas.
EQUATION Ac \��,w SII 0 o w g Le 0
CURVE am 0+15.11 SACK ec � I I — �- � � -"
0=13°°!31 13" 4}'.6.8% ANEAV O1 0# v � Z I u cam'
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CURVE DATA
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e y ':1 UNS*L �tiyE Y4 W. 0 No.
Cbn6�,4"PZ,C,6idswalk g�4. -- 1 ANDUASEN ENGINEERING COMPANY FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT No, 88`14
por r6+d, ► 109 J �---� Const, 4 n c, Sldewaik 58o M. PAR- AVE. . < <_
� � a _+r���s����s�Q�� L�tiQn��dd�d _, � +191 c ROAD DEPARTMENT STREET IMPROVEMENT PIAN ROAD No.
e� Cons+, D.z A,C, avemen� per Isi& 109 POMONA, CALIF, (714)4%S-1 5 „ APPROVED 13Y
Cons• RC.C. Curba4 le - v Q 1 �'` ' DESIGNED BY DRAWN BY CHECKED BY
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FIELD BOOK REF. COUNTY OF SAN BERNARDINO TRACT Not 8914
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58A N. PARK AVE. Qi ;Added wall height o.?d �fnking note 'C �'/9��6 " ROAD DEPARTMENT STREET IMPROVEMENT PLAN ROAD N0.
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DESIGNED BY DRAWN BY CHECKED BY APPROVED BY .
Tc. A EMERALM S7
` FILE NO.
l • E:> 05 - suenn#rrED BY C.D.E. ASST. COUNTY ENGR. - ROADS DATEG.
a 2 11
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