HomeMy WebLinkAbout537 SAN BERNARDINO COUNTY BENCH MARK / 9 Y' IPTION ?1 ��11+1 Ulf/T RFAfARKS
NO. 7-23 �- r,
1 . lClearing and Site Preparation Lump Sum L.S. Includes all removals
Drive not I and county surveyor tog 2. JExcavation and Grading Lump Sum L.S. See Gradin Plan
flood control channel 15 ' east of - - - g
Hellman Avenue 50 ' north Foothi I I 3. 0.2' Asphaltic Concrete SB,S20 S.F. Excluoing Hellman Ave.
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Boulevard . 4. P.C.C. Curb and Gutter (8" C.F. ) 3200 L.F. Per Std. 115
ELEV, 1205.22 5. P.C.C. Curb and Gutter (12" C.F. ) 628 L.F. JPer detail
' 6. P.C.C. Curb only (Curb Returns) L.F.
7. P.C.C. Cross Gutter and Spandrel 988 S.F.
This certifies that in October 1974, I prepared the plans of domestic water
system for Tract No. 8958 and they meet the requirements of the California Section P �C �idewall� /7,245 S.F. Per Std. !09 8 109A
~ of the American Water Works Association Standards and the San Bernardino County 9. P.C.C. Driveway Apron 5,74 S.F.
sW Standards for minimum requirements for safe practice in the production and dis- Block all - er__Std. 3Q
• I tribution of water for domestic use. 3/Z
"_Block Wer. Mod.ltd.. 30L_
8 7 L S 4 3 Z a The distribution system and transmission main at the point of supply to this Adjust Manhole-to Grade_ 5 ---Each
Tract are adequate to supply water to all sections of the Tract, in accordance Adjust rlpanout_ta"Grade _Each.
y� with Section S 21 of the above noted standards.
J 15. Clearance Marker Z Each Per Std. 304
J f/fJ. � /0�/B�7�
• . 9n sr.es �• 7750• �r.so• r.so•
X4.so, 3z� �y 16. Reflector W - 21R 1 Each Per Std.
os W- Registered Civil Engineer No. 21104 Date 306
17. 3' Retaining Wall (Lots 5 ro, 7, 20 2/ 22 488
F Per detail
INSTALL 6" s•v. ° BIRCH �-�r r STREET "� - 1
9 7 3 I 18. 0.25 Asphaltic Concrete 5600 S.F. Hellman Ave. only
INSTALL FIRE t 21.
HYDRANT ASSEMBLY GENERAL NOTES
51.27' 71 SO" 7I SO' 64.00' 64.00' &4.00' -ro.eo' �a This certifies that these plans and specifications have been reviewed by and
I are hereby approved by the Cucamonga County Water District and this company
1 N INSTALL FIRE INSTALL FIRE I is willing and able to supply water to every lot in this Tract in accordance 1 . All work shall be done in accordance with these plans and the San Bernardino County Standards and Specificatinnv.HYDRANT HYDRANT (q
_
„ ASSEMBLY ASSEMBLY with the Pure Water Laws of the State of California.
/�� 2. Street markers per San Bernardino County Std. No. 303 and 303A shall be constructed at each intersection.
h
e-4#!Q. l /Issis �x.7. Mgr �f Oct /J9 7!
9S ,�7 jg 39 ,gyp 4/ . I Signed Title Date 3. All pipelines or substructures of any kind and telephone or power poles, water meters, valves, hydrants, etc.
I shown or not shown on these plans within the limits of this subdivision or in adjacent'areas where improve-
Fire Protection System Approved / ment work is to be done, shall be removed or relocated as required at no cost to the San Bernardino County
Road Department ,
W Fir shal Cucamonga F&District
4. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection with
D -subdivision sewer and water line installations will be the responsibility of the owner, and shall be
• Lu 93 32 31 30 29 accomplished in compliance with county ordinances.
h ti z WATER SYSTEM NOTES 5. When curb depressions are provided for driveways, complete driveway construction will be required in
/2
,, s > accordance with County Road Department Standard Drawing No. 128 and related specifications.
, � � �o • 9� z 90 a F
70.00• x000' 7B.oo' mss •3 1. The entire water system shall conform to the Specifications and require- 6. Any contractor performing work on this project shall familiarize himself with the 'site and shall be
ti x ments of the Cucamonga County Water District. solely responsible for any damage to existing facilities resulting directly or indirectly from his
a" �� PERS 1 MMON J H r 7 AVENUE 4 operations, whether or not such facilities are shown on these plans.
INSTALL 6" G.V.svW 2. All water mains shall be installed with 30" min. cover and shall be flushed
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h w and disinfected per A.W.W.A. Standards, prior to use. 7. Shading on street plans indicates A.C. Pavement to be Installed.
,' 63.09' 78.00' 78.00' 7800' j4.9/' 3s 3 Z ti 8. A permit will be required from the San Bernardino County Road Department prior to any encroachment Or
ti° o� 3. The static water pressure is 55 p.s.i.
INSTALL FIRE B construction within the San Bernardino County easements or rights-of-way.
Q e HYDRANT ASSEMB�.Y INSTALL FIRE
Q $ HYDRANT ASSEMBLY INSTALL FIRE `4 J 4. Legend:
M HYDRANT a W 9. Road department approval does not include -water system, and estimate of quantities.
ASSEMBLY = Indicates G" (12 ga. ) steel, cement lined, 40 Ib. felt wrapped
17 ti o ZB pipe•
10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
S3 plan grades.
--.Indicates existing water main.
11. Sub-grade stakes, driven to the paveirrlt sub-grade elevation, -shall be by the contractor or
® Indicates 6" Gate Valve 8 Valve Box Assembly. engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot
ho of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be needed at
%/s ZZ Z/ � 20 V -+--� Indicates fire hydrant assembly (6" x 4" x 2 1/2") warped or vertical curve areas. Sub-grade stakes shall be in place prior to paving to permit spot
I checking of sub-grade by inspection personnel.
--+ Indicates 1" water service connection to be installed.
12. All gas, sewer and water mains -and laterals shaII be constructed to each individual lot, prior to
° til o Indicates 2" blowoff assembly. paving.
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/6 0 /7 /d /9 �' -�- 5. Fire hydrant installations shaII conform to standard drawings' of the Road 13-
Compaction-tests of embankment construction, trench backfill, compacting original ground, and all sub-
v J ti to Dept. Std. Specifications. grades shall be performed at no cost to San Bernardino County. County Standard Specifications Section
INSTALL FIRE INSTALL FIRE Ln �ti�� 19C shall be superseded to read, "The relative compaction of the layer 0.5 feet to 1 .5 feet below the
YDRANT ASSEMBLY HYDRANT ASSEMBLY (n
grading plane shall be 90 percent in lieu of the 95 percent compaction required to a minimum of 2.5
EX�st. `"�v Connect to Exist G"Main Connect to EX�st feet below finished grade in State Standard Specification Section 19-5.03". A written report with
1 G"Main .ib' 30' •
these compaction tests shall be submitted to the Contracts Administration Division of the County Road
EX/S f G"MoiN
-Department for approval.
I14. At the completion of paving, a materials report shaII be submitted to the contracts engineer of the
1 San Bernardino County Road Department listing all tests or determination completed to verify.
(A) R-value, sieve analysis and sand' equivalent of aggregate bases.
v (B) Stability, oil content and sieve analysis of asphalt surracing.
15. When Asphalt Concrete is placed on native soil which consists of a rocky material, the subgrade shaII
L_ be prepared by removing all rocks which protrude above the subgrade and all voids or depressions shaII
CHURCH TRE T be filled with a fine graded material of a quality better than the native material.
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SAN BERNARD I NO ROAD :� 7_�„ � '- -_ � -1�='� ���letiOn Of >gh grading, materials mort�ad-- proposed�rustural-section C16271 ba
-,� -,rCf, .submit ted- -tate -tract engi n/eler, -to-t-he-Subdiv -si on-Sec t�I-o-f the- San- Bernardino Cewrnt�Road 9epaz-tom
H MLOCK
STREET -- 9r @iii ew-c'I and t vrf-�+F,Ffr"w -.:x i r 3e 94-ven-w e, ar�stnic tura)-4ec t 3-en regtf i rement r have been met.
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i WATER SYSTEM & INDEX MAP a TRACT
3I K. NQ 8958
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f .+ T z SPECIAL NOTE FROM`PRIVATF. ENGINEER TO CONTRACTOR
/7 .RIG T1UN [ ! 1 U1'17` R e i °.�' _J I I r 4 f Contractor agrees that he shall assume sole and complete responsibility for job site
,,, z conditions 1
1 " Water Main /1083 HARVARD ,ons durin the course of construction of this including safety of all persons
Includes_.tees and z I o W g
d,
" a _ and property; that this requirement shall apply continuously and not be limited to normal
Fire Hydrant Assembly, B I 1 working hours; and that the Contractor shall defend, indemnify and hold the Owner and
-Each Includes G.V. Valve box and �, I _ P p ty� 9 Pp ,' y
"-Blow-off .Assemb / Each lateral
the Engineer harmless from an and all liability, real or alleged, in connection with the
_Connectlons �� SAN BERNARDINO ROAD g y
�- performance of work on this Project, excepting for liability arising from the sole negli-
Each- ence of the Owner or the Engineer.
" Gate Val 2 tach - - e g
►'_lapping Va ve-and.-Net-Tap Gonne / Each VICINITY M A P
just Yalve Boxes tq grade_ Fach
SCALE 1" = 500'
/O�a/7�
• - - - , -- -- _ __- Date--
tt RCF No. 2iio4
` � • .. - '.t t4•�-IIs• + . i- M.: ::~.1-.-�41.. i p-. r - •A. .. /• -'• ., S � .. _ •
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ASSOCIATED E NCII' I , R r:E'LD BOOK RE F. COUNTY OF SAN BEE: NARDINO IMF r�OVE N� N`. � FLANS
316 EAST "E " SIREEI r.: ROAD DEPARTMENT TRACT N0. 8 958 R�,,`�, No
ONTARIO, CAL IF , 91764
Designed By
714 .986- 5 818 Drown e GENERAL NOTES, QUANTITIES
L� �5 INDEX MAP 8 WATER SYSTEM FILE NO.
' Checked By 17� 6`7 _ ASST N C A?, ;IONFR-FNGR. DATE
. . No 53 7
O./f 71/ofe itG. �3f11� Recommended By _ . ..�_
KIARK RENS AK'F.; Lr. I OUNTY ENGINEER - -� CUCAMO GQ DISTRICT
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ctN,�t. P.C.c. Curb and Guflej/ TYPICAL SECTION _ _..�.� _ �._., ._� :..-# ._ _ r ip
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H E L LM A N AVENUE SPECIAL NOTE FROM PRtVA7T ENGINEER TO CON t'R�CI 0 I �
0/0.2; if room 6 t 90.7 f0 // f 7/,-" Contractor agrees that he shall assume sole and complete responsibility for job site �• •
_ . __ _ - _ . _ 4 - __
_.
/0.5 from, 10-0-7169 to /3 f49 ro conditions during the course of construction of this Project, including safety of all persons I - , r
and property; that this requirement shall apply continuously and not be limited to normal 'NARDINO
ASSOCIATED ENGINEERS --- BOOK FIEF. COUNTY OF sAN �c.�t} IMPROVEMENT . F LAN S � ° "�` ,
' d'e4les : Nor-isr. / 1! '
":/o� Vert /"-4' working hours; and that the Contractor shall defend, indemnify and hold the Owner and TRACT A€.T N 0. V J �V E 11
- - -- - ROAD DEPARTMENT ,,
` the Engineer harmless from any and all liability, real or alleged, in connection with the '.. 3 16 EAST "� " S T�"E E T -- -- - -- -- --- �------------
performance of work on this Project, excepting for liability arising from the sole negli- ,
ROA.) N
gence of the Owner or the Engineer. ONTARIO, CAI<_ I F, 91764 � Re�cv! ��� � Designed By A`>rr',C'`{'f b, � �
Remo-red we�/note /� / -, r HELLMAN AVENUE
1. P. 7 14 -4 C' S 1 j.4oWr%d .S�fr ve turg/ 'vvhan oAl"�. (� / e w n E `I Z ', I
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`____��T LSiCE of drivGwo _..... - - - / J
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- -- nate + V ���d/ emoved G Wo// /o[aonn e __ _ "VC, _ RaroMrn.c� �;
RCE No P//04 ���""" ° a
I 1.I -L--------- - - ----- --,----- -,..- � -,..---,----. .. - ; ?//04 Rr 1 �C)N. 'A D/0FrI ___..�__ �� CAMONGA DISTRICT .
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,
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a . ti h Pi EL. 50.E
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Trans/tiosr fr'�S►
un Cvrb Pe1�i/77 1255
or Curb EX/S//� ,iP.i EL. 49.SS at tybrl% P,[. 0 ----
at West R,17 � s ss a t.• �, 3•l0 �o
on curb ohur
cb
� �_
_01`7 99 All 1/4ti i Q O
on curb
r ff , 4 q ✓ -'r' 1 'Z iG � ` .� Q/3 \9 - -� �F- m ' N { 1^ \ L
Cures on curb ti � _ ti h h y o: 0 h P./ e 59.09 '
DRi P./ E��sGi ✓ • 1 e �/ i °`�` ! � � � f �4%' h f VM a
Q o o fli urb`
� C
:�1, ::., _ _ _... .. v Al.�` �G 1250 P 1
4
t on Cvrb on Curb on cure on caib �- �- °� y
h
} a � %s 'h A14 d/4 ti o J Top of• Wes e- S a ti a
10,
0 0 �. `DENT/CAL
` ti �' _ \ x �' ✓ f+bo'
b \ +Z•9Z �a P/ Ec. *9,8/ h ; 3.9Z
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8, E,risi`in� Sv rrcC EX/Sfirr�
i
d �►N
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•
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b �► P./, E[. 9S,39 nl t� / 1 p� v P,/. EL. S7.97
h Z3,7S 1.f.75 23.7J .r x p V � �
,
h
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1255 v ti W S.22r. 1255
10
O3r��� l o� cu.^d m � '� iPETORa _. : t ° g'�• ' �
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/S /h S eL- A
�
v
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V dS,/ / sib Isle �, �p % v h 41 °� r�-r ac (� va h
an yr e \ 72 _ : \ E \ P./. EL.S7.9.5
C r n _ ._. .. .__.._._ -.:. __. _ _...___ _ .. :_ _. -. _. .. _. _.. .-. .._ _.. - . . ._- _.._.... _. .- - ..
on cub on curb ca cub \t . . ..._._ .__.! _. , � _ �• -._ __.. ._..___ _ _ _ _
,
�z 1250 \
It h d/4 I/ a/¢ d/4 P So�tfi Curb
To o
o ^ r0.4% x
h I SAN BERNARDINO CO.�II`Y ENCH MARK I
ti -
& o I
N
72
r /dE/vric,�L PT
0 3 t
v ,�, P Q a �- Drive rttTi t and Ct?unty surveyor tog
,
f I ood control channel 15' east of
,
Z
1255 Hellman Avenue , 50' north Foothill
Boulevard.
soI
v f
:
'
. E e atia� 1205.22
,
,
,
8 9 10 Il 12 13 14 15 16 17 18
PROFSCALES VERT l1" = 4'O,
N
SCALE 1"= 40'
WEST CURS V 3
R•62' 1%, .Y
y d •23ol_?75" -0
JW-sr GvRs T*/Z.93' 9 CORd RETvItN
R=9/d pR`y J L •16.49' Y
A = /8'09'x" a y c, �•.b , " 14 O
T- -ro.82. } �� 0 � d =9z'oaSs V
L • /00.8o ti �I0 Wesr COMA s r r 20.7Z'
IN R=se' tl v L=
n� a, 13 12 I I 9 a -/id's
M 82Aa 14 w c� o _/40.�o' 6 'S 4 a 3 2
T •4So3' 15
d
39 00' / 82' Tt. 3» 72.So' 1''Z.1o' 31.97' "lo. d 9' 7Z.So' 72.fo' 77.So' Z.Sa' eo' `W' 3Z Z fv
16 > w �
c w tsj►°• ' � y3
, „ MONTARA , , m AVENUE . ,
so _ _ BIRCH /y8a oaoo �v STREET
ti d /6
09',40 .1 _ N O DO ,SO"W _ D.�' T '` -'� R. D•s v - - - - - -
t R=y00'_ -r= 4795
":1_1
"-?. 67.So' !3 r 223.48' <<�-•� <.•z- Z �- '
pf.
444.49 T
9 09 �' A�� 4 F6 'o �p
y�•' �EX/1TiN4 , 8,4r.,' �'_ 5 .ry 'g 46 l p �y i�,.Q�
XE �tR/c40E d =/d + -- \ s r 9r C
800 _ 47 9° T
z
a�y L= 95.0/' r
32.00" ��
72.So 64.00' �4 00' dc
• 'iY �p �.r 59.24 20.B3' `� O80.70' 0 99.40" 3' R 7Z SO' �i X04.00 ' �O
34' o �' \ �c`„AnA 4 -, v o: ti i.AZ G SO.20 �. J
P.O/Pof2 BE i 5B, ♦ w rn : V q G ?j /7t 9S 7V E.C,p t °` (9 w
4�. ^' ° 11 n II I ti 34 `� N 35 36 37 '� 35 39 40 4 _
5� 62.93' 23 y� cn 35 a ,9 Z� ��, ; a e 01
° i
C CUfTB iPETURN ti A�iPTXI1 URB 4 G C R 20' T4N
4 ti w EAS r Culla `�,o s p h ` Avg
59 OS"
3 w A 22 R=282' D 'h Q /4fP3.OGE•C.
►� w 17 a �° 1
< d = /8'09'40" 4 0 n � R=92 �! p � d
EAST fu r' = n < < Z d = 9/'52'50" 6 T•/2.93' T
� o p 'S'8 T 4so7' � q � c = r � a o00 L• 3o.7r'
a n
R.3/e " L = 89.39' tYiTe REn�w „ CW16 RETu,4N a T= �3 07 L 2s 49 h ,. _
R=ZO" D R r IO s0 /4,f 4/.04 C 6 C o c n U
p d = /B Od 4/ L S/32' MATC',y L/NE
�. 7= SO.7W d • 9/'SZ So" d •dd'OT'/o" o
c • /00.7/' T =Zo.67' m r= /9.9s• Go' V° �° hw. W a4
L =92.07' L • 3o.76'
W
4'
r, ' Q
ir0
0.a
� LeVeI , Line -z_ _4
p •;��: ,�!'r,wv, i 7,-
0.s7 >O7�- s/o a •�
30
J0,
Cons7fr�ct o.20' A.C. $v�intnf
/8' /B' /Z" 2�
�t.5" 4' t s S.S' Z.S' 4' /.Sa
+ � C n /rvc f P.C.C. Cuc6 !'r.f stet pet• Sfd. //3
•l o s
/e !L*':/' Le►•e/ Line TYPICAL SECTION - BIRCH STREET
;� 'fe"cF. . SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 4 Jea/-s : Hori:. /"_ /o', {Fri. 1'-4' _
Contractor agrees that he shall assume sole and complete responsibility for job site __ 3
conditions during the course of construction of this Project, including safety of all persons •`
Constrr�cf D.e17' AC Rry �nf , I t" SAN t. r t w d NO
Q e * and property; that this requirement shall apply continuously and not be limited to normal ASSOCIATED ENGINEERS FIELD BOOK F�E:,F. C(YJN�. Y O. SAN BE:F� A,jr-)IF�Ia IMF?F�(��/E MF NT PLANS
working hours; and that the Contractor shall defend, indemnify and hold the Owner and "Ell
„ '
316 EAST E sTR : ET __+ _ --- ROAD DEPARTMENT
TRACT N0 8958
Consfrvef P.C.C. Curb >� buffer per Sfd. //5 the Engineer harmless from any and all liability, real or alleged, in connection with the - ROAD Na
performance of work on this Project, excepting for liability arising from the sole negli- ONTARIO, CALIF, 91764 t)rsf�^r^ $y kJ" ':"•f� ;; �y p
} gence of the Owner or the Engineer. TI '98 _ 5818 O+own 6 MONTARA AVENUE
TYPICAL SECTION - MONTARA AVENUE - ��Z �is �i�f. n.�.
Z &0� rvcfure/Serfior! def8. A, , J�.r � Rr� , �. �.,,�.? ASST Rpt. : t E � �., E BIRCH STREET ((�� i� 7
Sf 6 5 wJ L .
iRevised S/w/ocatson and added Transi4•on t
t RCF. No. 2//04 - _ �/ R - - NT`s WOI' ra t' _4 '
R C. f Z//04 l
,
^r'
f
M A
S E a
ONG DISTRICT T
a
i '
DS C
73-30
SAN BERNAROINd CkINtY BENCH MARK
1 j
,
Drive i ve ha i 1 and county surveyor
to flood control '
g channel I5
east of Hellman Avenue ' 1
50 north
Foothill Boulevard
Cvrb On tura }
v007EL. 1205.22
on Curball
,
,
•
:
s
1250 240 1240
i
{
>z' .Sri a70' i P. . ►� �' 3'
oa carb � :
d 1' To/o Of'West Curb
114
W
k : 1245 — ,•44r t 1245 2S5
r F 10
KC.
P.i EC. 41-04
750/0 _/ CvJ••6 .4D' rC 'fB.3/ , t : : i - V N N
•
`� o • 1 Q r
t/•S x P/. EC. W6.54 i q1 t
_ %s !DENT/CAL !
h
O j
c o e 0 9 1250 240 / 1240 PO/NTS
Fin/sfi Sit,
•Zd , ,
9 h +Z (�
e t . -
. / . mac. ,
} 1245 1245 1235
V V b �- j'— •. y�3 9o' rP.D3' 2B.D.3' S.OS' Z.O.as
1
\ �. .. .� t l• s IY7.07' Y.C. on curb on Cvrb ani curb `d,curb fav+curb as curb
P./- E[. 48.6/ ! aj
I
ti o 3 ti.00 E d/� '� d//, �' d/G d/
r Firs/sI� Sbr fcrc� .,curb c� �t Q o ci
A4 o oq 4t 07 ; C
O 0 , f 1�
28 /• o on Garb ey8 °ye on crra �'h �� W Q 1
` 9
r hl r
h
b
A14 �
on cvr v ,
,� 1240
_ 1250 1240
o � � a `b � a W '�'• ' � � �/ .ad y'
d/P
a
4
h
F � � ToP b�'East Curb
� s1`iny Sur{ace- a7* sou7�i P.L.- _
07
on curb
+ ),
1245 y 14'
x� a f 245 i I
1
o M
, 0 O ►. °; 0 700 0�'Sovhf, Cvrb �
- p./9 9• !
,
1240
0 I 2 3 4 5 3 4 5
PROFILE
SCALES V E RST : 4A
P L ,
N
1SCALE 1
401
1 -
�' A+bRTN CvRd
�p►S ru/4v v 1 wESr ICU)"
R=20' � �, i � � R=62
d=.3�••J 2'/2~ �Q /Q r�i2' �►
2o.G7� CURB Ot�trA S
7V \ t
h� T= /9.35' 18
r' h L .19.90 d =253.44'P3" 4 - 39.90,
�(►� Q4b
4
I v 34 33 �: 32 31 30 0 n �►
W g I o ti. ' 1 I
• I I W ' to ` �\ J5X Ger fid
Z O I S 4. r5b. o ``' 'a 21
W ZW.
* V\ "1 Z s o d
�1 c 3'1. W w Z ;t•1 5 4 '
Q ' '�' ST 1�` M.Do' 11l oc' oo' .t3 S9'
Q ryc�� c PGS CURS 04M
! YAZ,�)
c 10 p d =2S3.44'I3•�R IMM ti AVENUE 1PE S ON 88- 08 0ow � ° IIIA/o's4-„� _ F _ ,vo- s�•',r o
v '
,.1; SELMA so AVENUE
AVENUE
•( `� ti F Aq.� 3 2
S I G• pion V Q r
l�r A01 li
FV ' 0� 63.09 79.00' . `h r.78.00' 78.00' 34 9J 3s 39, J �hn P•/4 2% ��
I
W 'rh'
�51� Z 1� - ti Co�sf .Fb�s,Ps/ocr• +� sic •..•.89.01 ;O = x
t 13 Eft 0 i/o ��-
�• q� w O I II I ��
+ to t. j o h Q h oo / 20
W 23 24 25 26 27 ° 19
� CURB R�raRN � t � � � •
Oe EAST Gv�PB
O L =.1Z.07; �` V d -J I" Ill' �`� � $ * R=LZ' a CO/l�97�ruGf 0.20� /�,e Po'Y�/rl�i�f
T =20.6 7 i. Q t, V
h 4� T= 20.67 � V d ' .16 SZ'/2
4 . 1990
39.9o'
Uf1/e t/es Axase-n�tr,t V
SOS
I
7' s'
4' s' S' ss' ss' it 3' 4'
Q x Qj
0.57'1 0.
Cirri b . I ,
,w // SPECIAL NOTE FROM PRIVATE EMtNEF,R TO CONTRACTOR
T, /ice•
I � ( � Contractor agrees that he shall assume sole and complete responsibility for job she ^ _
Carst-VCt ,�I Ab �inenf
I O�� C Y I conditions during the course of construction of this Project, including safety of all persons
and property; that this requirement shall apply continuous) and not be limited to normal t FGELD BOOK RE-F. COUNTY OF SAN ESERNARDINO � W. 4 N:).
eq PpY Y ASSOCIATED ENGINEERS IMPROVEMEN1 PLANS
hall defend indemnif and hold the Owner and
working hours; and that the Contractors ij ROAD
� P/� Q TRACT N a 8958
the Engineer harmless from any and all liability, real or alleged, in connection with the I EAST �f �� ST R E T -' — ----- - - / D D E 1 f^� ( 0 T M N T
>< pe i excepting liability g ONTARIO, CA!_I F, 91764 Designed By
Rcr.c3 t�c7
Cons'><tuef P.C.C. C�r6 G� >* Sfd. 1/5 = performance of work on this Project, exce tro for liabili arising from the sole ne li-
Bence of the Owner or the Engineer. o
714-9Ei6- 5818 o.0W t'Z�(-� PERSIMMON AVENUE Fly N�,
ee. �iNf?-♦,NC R. DATE E
Add St.•�ctur-a/ S<<tion d8ra. ,C� z Cnerkee tar SELMA AVENUE
t A nss= k N 537
,date /D B _ . _ ^
'TYPICAL SECTION — PERSIMMON AVENUE - / �� /� �8 �� 0 Pe Sidewalk location ___� f lr Ric^�'^'•^�'�� By � WCs• 0 1
Jca/es Nor/z. /'-/0' ✓orf /"_ ¢' -�- -
RCE No. 2//04
k AM
� _ _ MARK RC'�/!�!()�!$ ;t'" �)�!i t. � N?l' Nc N
' R x//04 �€ � � � -- -. S� r'E� _- - of
U {
R
73-30