HomeMy WebLinkAbout606 i
- i I
ESTIMATE OF QUANTITIES BENCH MARK
ITEM N0. DESCRIPTION STD. N0. QUANTITY S.B. CO B.M. No. A-256Chis/ed l:l in North end
I A.C. PAVING Sapphire 1 ,egg Sq Ft . of Curb Return at North-
2 A. C. PAVING Internal 37,011l0 Sq Ft . west Corner Hi//side Rood
3 CURB & GUTTER (811
) 115 1 ,800 I. J. - - did Carne/ion Street.
4 CLRB ONLY 64 l • F• ELEV 1948.210
5 CROSS GUTTER 119 536 Sq Ft .
6 SAN CUT 282 L . F.
7 STREET NAME SIGNS 300 2 Each
8 DRIVEWAY APPROACH 128 le Each
9 EXCAVATION 11,700 Cu Yds Est .
10 STREET LIGHTS
11 STREET TREES 40 Each
12 0. 10 Overlay Sapphire St . 4, 400 Sq ft
13 Block wall 30" rein ht. 301 & 302 306 L.F
z
GENERAL NOTES
1 • All WORK SHALL Br[ DONE -IN ACCORDANCE WITH TH£SE PLANS AND THE SAN B-RINARDINO
COUNTY STANDARDS AND SPECIFICATIONS .
2• STREET MARKER'S PER SAN BERNARDINO COUNTY STANDARD NO. 303 AND 303A SHAtt BE
CONSTRUCTED AT EACH INTERSECTION .
' f '
S. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO - BE INSTALLED.
11. WHEN ASPHALT CONCRETE IS PLACED CN NATIVE SOIL WHICH CONSISTS OF A ROCKY
t
MATERIAL , THE SUBGRADE SHALL BE PREPARED BY REMOVING All ROCKS WHICH PROTRUDE
..High point ,c V/CARA Sheet 2 DRIVE Sheet 3 ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE
—� GRADED MATERIAL OF A OUAl. TY BETTER THAN THE NATIVE MATERIAL .
1 I 5• AT THE COMPLS71 ON OF ROUGH GRADING MATERIALS RESORT AND THE PROPOSED STRUCTURAL
SECTION SHAIt BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION
W OF THE SAN BERNARDINO COL:NTY R(AD DEPARTMENT FOR REVIEW AND EVALUATION APPROVAL
` WILL BE GIVEN WHEN All STRGCTURAI SECTION REQUIREMENTS FAVE BEEN MET. A SOIL
STERILANT REGISTERED BY THE E .P. A. FOR THE USE UNDER A.C. AND P.C.C. SHALL
n a BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FUt.t
_j
• - TRACT ��Ja O PAVEMENT WIDTH PRIOR TO ,PAVING . � �
/ 2 3 4 5 6 /2 /3 /4 /5 /16 B• AT THE COMPLETION OF PAVING A t�ATERI At REPORT SHALL Be- SUBMIT TO THE CONTRACTS
O W O ENGINEER OF THE SAN BERNARD I Nf1�
COUNTY ROAD DEPARTMENT LISTING TESTS OR
aDETERMI NATIONS COMPL ETED TO V( RI FY:
&. A. S,TABIIII""TY, Olt CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACIN
B. R-VAI UE, SI-EVE ANALYSIS AND SEND EQUIVALENT OR AGGREGATE BASE .
V 0 Q 7• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILLtCOMPACTING ORIGINAL
GROUND, AND ALL SUB-GRADES SHAH BE PERFORMED AT NO COST TO SAN BERNARDINO
COUNT ,Y. A WRITTEN REPORT WITH THESE COMPACTION TESTS S All BE SUBMITTED TO THE
CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROADOA MENT FOR APPROVAL
PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURF
SHEET 2 SHEET 3it IL
/ be I N
8• RPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEW R SYSTEM OR ESTIMATE OF
OU� T1TIES.
INDEX MAP
` Scole: /"-/00' '
I .
ALMOND ROAD
4
LA SEND ROAD
THIS TRACT
HILLSIDE ROAD
- a
J WILSON ST.
a W i >_
CL a o: o:
W
m
I •
BANYAN AVENUE
VICIN/TY MAP
NO SCALE
i
PREPARED IN OMCE Of:
J. RICHARD NEWTON, INC- ' FIELD BOOK REF. COUNTY OF SAN BERNARDINO " 0 NO
626 West "i Street TRACT 9298
Ontario, California 91762 �4 ROAD DEPARTMENT PAF�TM E N T •
R r) NO
714-986-8707 DcsiekEo o. pkfMk �r �Ecr.Ev B, UPLAND AREA
. APPROVED 6Y
_ TITLE SHEET �i�� "�
/' A SUBMlTTEO 0Y , L( y,C 0 E ASST COUNTY E NOR-ROADS DATE w6• N� b0
• ,� lel •4 La t � RECOMMENDEEDD/APPPCVEL 8r
ROBERT A. BEBENSEE R.C.E 22877
EMWARK REVISIONS APERDATE �sST poaDsco ss10NE- ENeR DATE COUNTY ENGINEER pATE SHEET of 3
i
t
` 7
I •
h
M
2070
t l PI VC 72.71
_
?500, 2500 25.00 25.00 5.00 , 25.00
:
o
ti / tL W
N
l 31.36
2060 2060 2070 _
$�
718% /00' VC
V _ PI VC 58.35
h S/ope 194
l co \� 25.00 25.00 25.010 25.00
Exist 5urfdCe of �` _ - j
trj O) N' h
Q: 45 1AJ
a 1 N a a O
� h)
Q,
2056 2670 2070 2060
2060
Fin. `Grode /0'N of
v Exist r
/00'V C
1 VC Exist. East R/ 7.18
25.00 25.00 2500 25.00
}
fop of Edst Curb Ton Shope 5.48
V
O cNozz
a coo 5.48 % � � � � � � W Exist. .South R/W ° �
k_1N C3 60% O �
V
025.00 25.00 25.00 5.00 to
4.
2060 2060 _ 2050
PI VC 74.48
150' VC
Top South of C
i c�
.24 Jo � o�i h hV
a O to
h co to h W
z PROFILE 3.60 %
o SCALE N ta. h o 'er
> i"-40' Horizontal a
,� = S00 500 to V
_ 2 . 25.00 25. 2 .
h I - 4 Vertical PI VC 58.33
2050 2050
w
v loo' VC
10 II 12 13 14 ZO 1 2 3 4 5 6
W
> W
Q
C W
W I �� _ ` ` - _ _ - - - -
W
Future Ca G
_ I `��� ` �,� _ r... 2 Slope 2 Level Tr_a c t boundar C '
N i �t
An VICARA I DRIVE
O p W G� G��`I'ro -_� -N PAVE PER SOIL TESTS N
N U w o t� ti0� 'l _ Const curb (8 ) a utter per Std no 115-to - -
20' LNJ
W Scale t"= 4d, °° 0 o
= II .
+ 6606 83.00 82.00 82.00 82.00 82.00 - 82.00 - - -
(n rNCi
♦ M I m O onst Cone block W // 30"NO(nin)- ,
J Q M a (
�22_& per std 30/
Scale I"= 40
to
T T A r J )j,5 J Uj J vM Z ( l,) ,-JI CURB RETURN DATA:
� W O -'r= I 1I ' a
_i 0 �� I�) � A= 89°5010 t ( 1
z 5:
R = 20.00
'L= 31.36' �
. . T= 19.94 !_ Z
3 Exisr C d G/
SAPPHIRE N er to ST RE E I 'N SEE DWG 53-52 �9. a 33 j J 4
0.10 Ov toy
`� a �n ,Pave per
`soil tests o a ��� Z L) o
C-) r _ N Make Sawcut P Q,, Q W
v N M N
---- , "- a-
1
H- p
1 _ 242.15 - ---1 / - Q 0.00' W _ 33' 33'
Constr 8 AC Dike CONST CURB a G U T T E R PER STD I INSTALL STREET 30.00 30.00 1 //' 22'
N to meet existing ♦ �� CURB RETURN DATA300 ' ' I
O 'n �r Std 30%Block Wo// e-89°50��� S I G N PER STD, 12.00 18.00 10.00 200 ' 15 7' 10'6" 3'
-} tot CP
R=20.00' C) II x4 3
O o� Minimum height j �• Remove Exist. AC Dike 5.5� 5.5� 3
L=31.36', h See Sfd '302 ~ 3
T= 19.94 �, �1 (jJ x 1 h O./O Over>oy
2
rn G��` �.� (L' 3 Leaf / C V 3 _ i 2 Feather i a
M ,� 1� �O .. 0.33 0.4 r; _ ° C "� � _ _ m Slope /"in
v o �' v4 Ft Level hne� - - - z 1: I -- _=_ o a Slope /.5 /mo
-- a
I 0.44" 0.5' _ 2Gb% h a� o
CF 3.00 _ Exist. C 8 G
�� ' (aj S/ope Varies Constr. 30"concrete
Pa ve per stYl tests f__
° `. block wo/1 per Std.
(n :, A• I EXIS T. IMPROVEMENTS 30/
Q Const Curb a 9utter Fq>yre Improvements
V per std no /!5 Constr. Pavement Constr Curt & Gutter
per so// tests
- TYPICAL SEC TION per Std. Na. //5 (8"CF)
> r TYPICAL SECTION
V/CARR DRI VE • '
MOT TO SCALE ! SAPPHIRE STREET
NOT TO SCALE
BENCHMARK A C: �;t, j
PREPARED IN THE OFFICE OF: FIE L D BOOK REF. �.OM11 Y OF SA J4 fo P�A RD!N10TRACT9298
J. RICHARD NEWTON, INC. � S.B. CO. B.M. No. A-256 � -�-�- _ _ - P .
1
626 west "z" street Chis/ed'Q' in North end _ - 1 cwr�� to
Ontario, California ,, UPLAND AREA �
714-986-8707 of curb return, Northwest a. a c 4 E : e,r
Corner Hi//side Rood and - VICARA DRIVE & I I Nr)
�J Carne/ion Street. �� - s IRw�trE o sr�, ^c o E ASST C0UN ry F N-:1>-R iAr! S DATE D1Mre•i wo= �0
•� ELEV. 1948.210 }: RE , �� f ... : _.. SAPPHIRE STREET
RO ERT A. BEBENSEE R.C.E. 22877 I
�rF i�'�Vf�,fGrtiS /!Pf A DikIL ASST F{,> CC 4Ea E E Fx`Y E°1Et%r R C2�"E
F
S-to
x � of
2050
PI VC 38.55
25. 25.00 25.00 25.00 _
- 50 _
h /00 VC ,
W mM
W h O M
' h P1 VC 35.55 '
Exist. NorPh RIW
25.00 25.010 25.00 25.00 �
O
O
v� t`
3.60% 4i O V ti
h ►n h W
. O h .
_-. -_ ExisfWest R/W
240 2040 2020
N
_
2020
41
5.941'�
•Fin. Grouse'/O N of ,
�c
j
, O
i
West C rb
{ Top of 4
. .
to V
3.60 0
O
2040 E 2030 2010 2 010
E`'xist. South R/W 2899 —� ,
2030 ^ 2030
Top of South euro
5.94%f,3 tin
,
of W r
O �ti
M
�f '') M aD O
h w V - O
~ ~ O � * ►� M h �\
M /
25.O�1 X . 25.00 25.000 "`� '', ''') w ai N Eb
2030 0 v - N 2030 2020 2020
PI VC 38.53 _ 2.9990 ti
` /00 VC 2500' 25.1X3 25.00 25.010 I. �
5 Exist. Surfoce of
x G
P1 VC 35.53
/00' VC
t,b
a /
5.94
4'l0
PROFILE
SCALE
. • �
1"=40' Horizontal �
v
-
_ 2020 201 2010
4 Vertical m _ �. _ 4 - ,
f 7 8 9 10 11 12 13 14 10 11 12 13 14
o
I`
W
W , .� c �I c� •: Const X gutter per _'I y _ _
j STD no 119 Pove out ' ?
31- 70.2 8 End exist !2��s IX M
I i m proveme n is CURB RETURN DATA: ���s m a �
- " - Slope 2/1 _ Level 2 0=90°0T56" N
VICARA RIV -- STA 13+ 30.41 p _ 18 R= 20.00; N
- E - , h a L= 31.46 I
JASPER ST. o Constr 81 Dike per Std. //7Q T= 20.05' N w
p Install St sin per �, M Instal/ 2 Post Reflectors per Std 306 ,� o - (n
Go o� o Pc ve. er S o i/ test s
'- - -
,� Std no 30 \-W24
�i PAVE PER SOIL TESTS80 80 80 80 82 82 82 83 66.42 �hh� �, � 242.19
,5�Troct/l
8 Po ou t
�G`L�1� �� ___. _------- �o
in.
- -----------
- - ------ Al-- - - - -- - - ----
W .I s - -�p --
Exist. Borrica a per
Cn r 3O 1 JASPER o STREET Troct 9080
J 10 11 12 13 14 15 18 �ti 20 I� - -
�ro.Gh � � Existing'pavin9 �
LU I i -— exis ig curb and t7 � - --
CURB RETURN DATA:
a_90°o7'56" M Q 'I v See Troct No. 9060
R= 20.Od� M h
L =31.46
T= 20.05 M I y Q
o v � � r r V
N �I >
V
PLAN 30 30
SCALE: /2' /8' /8' /2'
1 =40'
3 55'
M mI I „ I 8 Remove Exist. Dike h rr
�i Slope V in / LEI VEL Q 33 1 S' L/NE 0.44' Its V
2.00
—�� _ 1
- , Pave per soil
Constr. Curb A Gutter
per Std. No. //5(8"CF) tests -��Exist. C a G
EX/ST. IMPROVEMENTS
{ TYPICAL SECT/ON
JASPER STREET
Nor TO SCALE
PRE1*RED IN TW OFFICE OF: BENCH MARK --
. �} FIELD COOI:. R�--F.
COUNTY OF $AI� BF��4 �4 10 TRACT 3298
J. RICHARD,NEWTON, INC. e�.�� D�t�
626 West I Street S.B. CO. 8M. No. A-256 . ,_�AII temp._Yronsif�00 _. ,. . __ ROAD DE, P'1�RT Ki NT
Ontario, California Chis/ed D in North end ;� � N , . F� "��" �`
UPLAND AREA
714-986-8707 curb return, Northwest
APPRI-)VEC) BY
Corner of Hillside Road VICARA DRIVE & f f r}
and Corne/ion Street.
L1GJ � 1LY F tuR =TrEO erg ,�. _.. -C 0 1 ASST C-OuNTYENGR R�Ar)S DATE: Dws- No. 606—
JASPER STREET
00
E EV. 1948.210
ROBERT A. BEBENSEE R.C.E. 22877
tf_' ► fiE ViSIO��f� AIPPR AS 1 Koen �n�v Ss, ��• [roc Dtf?. CC�UNIT ENCfR'EER p�TE 4 3
. S `
�►4EFT 3 of