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! Miscellaneous Relocations .Lump Sun . _ L.S._ .
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2. Excavation and Gradin - ,-- _.. _ .. Lung Sun .L.S._
3 A.C._ Pavement 0.25' Thick.___ 9,37 _S F_
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4 P.C.C. Curb and Gutter 430
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5. P.C.C. Driveway, 6 Thick J2209
• lass- II Aggregrate Base __C.Y.
'F T. P.C.C. Sidewalk,- 4" Thick1,349 S.F.
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v Existing Surface & ' t
44440 1440
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BENC4 MARK
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v h �. w by U.S.G.S. Disc, in P.C.C. Monument , 0
42' South of Center Line of Base Line
Ex/sting Top of South Curb I .�.OO r w f: N ` v g and 0.7 mile West of Vineyard Avenue.
4 0 Top o/ South Curb a ►: ,� `�4 40 Stamped "H- 12, 1454, 1933" Ln O
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Existing Svrfoce GSR/w Line _ b "' Elevation 1453.73 (U.S.G.S.Catum).
3S 7 M
j CONSTRUCTION BENCH MARK
•Roo' N.C. /00� vC. •:�—
y p s49- 70 Y.P. /. z 39.?0 Cross on top of P.C.C. Curb, East end
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Top 'of Future S. curb end of Northeast Curb Return at the
1 ` 0 F1 LE intersection of Base Line and Garnet
SCALES V ERIT ,.. = e°`
Street .
Elevation 1433.55
17 18 19 20 21 22 23
P LA4NSCALE 10 GENERAL NOTES
I 1. All work shall be done in atcordance with this plan and the 1966 Standards and Specifications
I W H of the County of San Bernardino Road Department.
W W -
Z W 2.. A permit from the San Bernardino County Road Department will be required prior to the -beginning
of any work or construction within County right-of-way or easements.
Q ~ 3. All pipelines or substructures of any kind and all telephone or power pbles, Peter meters, valves
(7 Cf) or hydrants, irrigation structures, etc. shown or not shown on this plan and located within the
area to be improved and interferring with construction shall be relocated at no cost to the 3
County of'San Bernardino. It shall be the Owner's responsibility-to notify all agencies concerned.
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4. Compaction tests of embankment construction, , compacting original ground, -and all
os�• `�rA� ��X��`` ���, sub-grades shall be performed a -trench backfill
{ AN �+ B A S E +� L I N E pl g p t no cost to San Bernardino County. County Standard Specifications
YPO,' Section 19d shall be superseded to read, "The relative compaction of the layer 0..5 feet to 1 .5 feet
Exisfin� Pore�nsnt Conttract A.G. Poring per Tppico/ Section EXi•stirlg Wafer �►�� ,Ib0�Meter tobe relocates �• P � �-Existing mac. below the grading plane shall be 90 percent in lieu of the 95 percent compaction required to a
r minimum of 2.5 feet below finished grade in State Standard Specifications Section 19-5.03". A
3
�,byk�i ,� �—�� Exlstiny w. w. Fence written' report with these compaction tests shall be submitted to the Contracts Administration
Existing P.C.C. Carp if svtfer� 4- �� Construct P. C.C. Cvrb 4 softer per Std. "S °'s I Division of the Count Road Department for approval
y , prior to placement of base materials and/or
—�' ------- -- — •'� st- surfacing.
-- y ---- ---------- — '- v. _ ;� �. 6..P.C.C. r/IE (EX/5 f
Existing P.C.C. sidewoiK � • > conitrvct 4" Tla,ck PC.p.- i/ewo/* Per ftv, /09 a •s�� 5. M7nen the roadbed has been graded to the approximate elevation and cross section, aII racks and
151.00 •�n lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the
•� v � w' upper 6 inches of the roadbed and disposed of.
SX IMPROVEMENTS INSTALLED MAY 1974 t, w �° i $ o
�% � ; �. 6. The approval of this plan does not include the estimate of quantities.-
()' — r ! — / p•P.� c.�� � � M �� � >n TIP. � � � � o 0
1\1� M F 3 0 y, ;.v -r�P ! h r v ` M STREET STREI.7 TtRSE S�scl�rc• QT Z( E s
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w V I �' .0 t 1 0.N. •tom 13 "'� Q .ri �= F34sE.L1NP_ '•ROAV MA.-,&JaL(A 6Rfsk ibt FLC)Q_A. "GAUUI6.L ��AME2" W, O.G. I$ 15 I.
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�Y O I i W � /�� ���/ I H
00 1 �. W ii I 1 1 Y ' \ STREET TREE CONSTRUCTION NDTES
W / 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STD.
D I II ,, �. •' ' QRo ssr 601 .
1 II I/ / 2. ALL $$TR ET� Ti�tt ES SHALL E STAKED AND PLANTED ACCORDING TO CITY
D I II Q �O�F•
M. �y STD 605A Itlfll? *�t,Y -ro MMI MSCA76 D%CrATVS•
I II 11 g 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER
RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE
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CITY INSPECTOR.
785 4. NO STREET TRESS WILL BE PLANTED WHERE THE CENTER OF THE TRUNK
R/ A11 W 5"3 IS CLOSER THAN THREE FEET (3') TO THE FACE OF THE CURB. UNLESS
N w so , so S /w o1 4� �P OTHERWISE NOTED.
36� t4• I TF OF pp1.�F� 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY
• ' THE CITY ENGINEER.
/e 32
/t.5 � ?3.5 9.5• •4• /0.5•
I OIL• see Grodinq P/on '
Min. feather y ' 1 for Adjees f S/open
1 =
t.wc y.�' Q�o�_� w - - slope ys per ff FIELD BOOK IREF. COUNTY OF SAN BE RNARDINO � � W. 0 No.
ASSOCIATED ENGINEERS IMF F�nVE.MENl PLAN S
� ��.� const. "TII►iciE rc.c. sdwk per std /09 _ ROAD D E PA T M E N T a W G NC). $�
Exittin Pavement 316 EAST E STREET BASE LINE k=-
9 Const. 4" Th/ck a%:s Jr A99. Qote _ � _. _.�- -- -- - -- qe�r{,��,�,F;,
Existin CvrD cutter Constrvct o.t3' A.C. Pavement ONTARIO, CALI F, 91764 _ ! Der qr,eo By _. . _ ___ . .- k � �"
157700 A
9 Const. P.C.C. Curb � evtter per std. //S 714-986- 5818 - - °ray"- m� AGATE ST TO GARNET ST y T -
TYPICAL SECTION - BASE LINE Construct /.00' rhlmak Class Zr A . ease ,REvcgrGa FM sZRGMT -reEes _ _, . �t-�1 ��� �� Br C� �;; " ' _;"�RF�R o - '��3-90
Scales : Harz. I" = 10`, Vert. I"= 4 " 99
aY:J.uI.tAIIL.�e�i p�s�o, l2�ti191 Recorn-aided By
NOTE: Construct 4 Thick Class II Agg. Base Under All U 1 _._ _ _ ZZ�J3 �� i + _
R{ E C f T E M�tRK �tf :'c; `�f , ;APPR C�nT E _. __-- ----.._.___ ZOl1NT� ENG-SER -- 3� M G SHr,E of
Driveway Approaches. 21104. CUCA ON A DISTRICT . _u..
73-/*