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S-T-rR�ET 11A05 WTANIICAL NAME COMMON NAME MIN GRoV/, SPAING 5-1ZE. QT%'.
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�U' Construct A.C. pavement per typical section, 2.7/70 51c 1NDtC `MUSKo Ee 14YOQ10�-LA1/ENVEP, 1. All -work shall be done in accordance with these plan, and the San Bernardino County
' ' CA RNEL I d N RNu 5 LANCE-A . AFRtiCAW SUMAC ' t Standards and Speci.ficaL:i.ons- -rW E STATS DEPT. Df T�ANSTo>�'F.alT14Iy SSP .t 1G�►T1CNS
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�2 Construct variable A.C. pavement per typical section. 6730 G.F. fl' -
,., C qN STI?tIGTION t4Q,TE S FORT SET TIS E S :
A LL 'STREET" TREES ARE TO BE .pLANTE� 'I.� A Cc�i?DA�.fcE INIT!•I ..C1T�( sT'A�IDA+2D �I.Ati1S. <j
Construct 12" curb and gutter per Std. Plan No. 115 (modified) . 345LIIJ. 2. All pipe lines or substructures of any kind and telephone or power poles, crater meters,
f 2, PRIOR TO T14E CDMMENCEMEWT"QF-ANY PLANT(MG. AN ,AG�ONOIAIC 50ILS REPOIZT SHALL SE
'� valves, hydrants, etc. shown or not shown on these plans within the limits of this
FURNt514SC2 TO�T14E CITY.INSPECTOR AIJY UNUSUAL, TOXICITIE5 .OR NU7*91EN*IT.pEFICIENCIES MAY subdivision or in adjacent areas where improvement wok is
I I '�• � �- � r p work � to be done shall be removed
O4 Construct 8" curb and utter A2-8 per State of Calif. - )9 L M. @ r
g { ) p al Std. Plan N8 Al. IREQU19E .�3ACI<F:'l L SOIL,.AMENt7MEKTS AS DETEi2MrNEP _8Y THE CITY INSPECTOR, or relocated as required at no cost to the San Bernardino County Road Department.
ALL 5TREE•T TREES ARE 50aJECT TO IN547£CT1W Ar.ID ACCEPTANCE, QY rP� EW' GINEERING OIvISiPN• If
5 Sawcut and remove exist pavement. 1 4, STREET T?EE5"ARE:TO 5E PLAQTED.PER P.1IRLIC 1MPROVEMEMT 'PLANS ONLY. !
3. The responsibility of adjusting manhole covers, paving repair and paving, replacement
Op (p2j�Q �J(� SGI�L� _ in connection with subdivision sewer and water line installations will be the
responsibility of the owner, and shall be accomplished in compliance with Ordinance
815. .
6 Feather over and min. 1".
400
O REMOVE EK 15T DI KE Z1 '
s yZ-1 a L V ,erEs
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4 . If asphalt concrete is to be placed directly on subgrade, a soil sterilent registered
OCon:truct conc.. sidewalk thiel: per G.B. Co. Std. No. 109 Type 'A' (mo ;.. ��4Q t f3' 4' by the E.P.A, for use under A.C. and P.C.C. shall be uniformly applied at the
`' 1 manufacturer's .recommended rate for the full pavement width prior to paving.
,O9 Construct sidewalk ramp per S.B. Co. Std. No. 110. EA. '+J Co � � � r r
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. .� 5. Shading on street plans indicate, A.C. pavement to be installed.
L LINE PEE I FT
A permit will be required from the State Department of Transportation for 'Iny
l0 Construct 8" to 12" curb and gutter transition. 52 LIN! ; E encroachment or construction within their casements or right-of-way.
28
.NE,��9L 7 . When concrete is placed on native soil which consists of arocky material, theNOT
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11 : +-�- _. subgr.ade shall be prepared-.by removing all rocks which .protrude above the subgrade and
�.r / all voids or depressions shall be filled with a fine graded material of a quality better
than the native material.
12 Construct drive entrance per S.B. Co. Std. No. 119. 33Co 3:$( , - M1NJffrrJffA.-w NrH SroZAEr2=..w70'
f $. At the completion of rough grading a material report and they proposed structural-section
30404 J�f9 2 74 0/� shall be submitted by the tract engineer to the subdivision section of the San Bernardino
.97R,&5 7, TREE. L,�TA�tIUS l� /F1 �iP ,�T SPP, �X, ,3� QC. ,� : - A1�1E5 �2 N ��,�/�S County Road Department for review and evaluation approval will be given when all
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14 -- �� structural. section requirements have been met.
14 Construct 2l X /5+` 4. (14 /54- 9. Subgrade stakes, driven to the pavement subgrade elevation, shall be set by the con-
p� tractor or engineer. The stakes shall be set at all hinge edge of pavement and crown
j� 18 points within 0.01 foot of subgrade elevation and at not. more than 50 foot intervals.
15. Construct catch basin per S.B. Co. Std. flan No. 206 Type 'A' (W= 14' & V=3.7,+) ri4 �� �' '_ 1-e; Additional stakes may be needed at warped or vertical curve areas. Subgrade stakes
shall be in place prior to paving to permit spot checking of subgrade by inspection14
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Lr L HE 0. ,� T. personnel.
1� CONST. COMM. 012NEUYAY PEr2 6.13. Co. iSTD. 1Z9 (W= 2Co') , 3!'� �,, 155/�-2•�=-y 3 � �/4.��
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Adequate stakes shall be set by the engineer to enable the contractor to construct the
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..;.. cork to 1 e
8 � the plan grades. ,
17 �`QhJ T.
6)OC-kVALKP-AMIP PEQ S-B• CO:-STD: I �l 1 C, CMoL E �. .�! Co EFAt r SEZ GE11A=.-; 'i9G NOTE /Z. .
I: II . All sewer, water and eras mains and materials shall be constructed to each individual
EA. wlot nrio
ng
` 18
Adjust sewer manhole to rade. r to paving.
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//A6 e! At the completion of paving a materials report shall be submitted to the contracts
engineer* of the San Bernardino County Road Department listing all tests or determination,
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. sT�Trory .moo5��'Tr�n/��-f•�.z�/
19 Construct 12" A.C. Dike er S.B. Co. Std: Plan No. 117 (modified t, completed o verify:
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i, A. Stability, Oil Content and Sieve Analysis of asphalt surfacing.
- B. R-Value, Sieve analysis and San Equivalent of aggregate bases.
21 STR T Tk'Fr-.S SAIALL BC IMSTAZ ZAD PSR rt%072r.5 4ZEGfND 01tl;r11/SsMET
TA 5/_ t3. Compaction tests of embankment construction, trench backfill, compacting original
1 sub des shall cost o San -
A. Cf�l�/STi�UCT /�,000 U�I•�'A/ H/�st _ 'TRT L/Gh/T ground, and al gra 11 be performed at no t Bernardino County. A
EA' written report with these compaction testa shall be submitted to the contracts admini-
stration division of the County Road Department' for approval prior to placement of
} sub-base, base and/or surfacing.
r 14. Road Department approval does not include water or sewer system or estimate of quantities. .
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Striping on 19th Street will be done by Caltrans at the permittees expense.
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Contractor shall verify all conditions and dimensions and shall report � ---�-►' � W "�C,, /VIJ�/�rE�A-/Tf'�
' all discrepancies to the engineer prior to the commencement of work.
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IVOrICH TO COAlICIA/1 7"Y _ M.4g%O�'
The existence and location of an under round utl.lities or structiire� -
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shown on those plans are obtained by-a ,search of available records. Tot3/�Ee7-2
the best of our knowledge there are no ezisting utilities except those -
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shown on this plan. The Contractor is required to take all precaXitionary
measures to protect the utilities shown, and any other lines or structuress
not shown on these plans and is responsible forthe protection of and any I
L,damage to these lines or structures,
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