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GENERAL NOTES
All work shall be done in accordance with these plans, and the
{ r� San Bern?&ino Count Standards and S,oecifcations.
- _ k� ' 2 Bench Mark Data : B.M No, 8-230, Ch/z. O East Curb Ret AI E. Cor.
0117VRS TOP of No,arH Cuae `�, •- _ �'� 6` Lemon Avenue and Hermosa Avenue.
/570 Elev. 1566. 20/
3 Street markers per Son Bernardino Cow7ty, Std. M. 303 and 303.4 shall
rao of exl.4r vaprov euRB _ rDb �,� /b �
be constructed of each intersection4. Compoction tests of embackment construction, trench backfi/I, Compacfirr
original ground, and all sub -grades Sl7a/l be performed of no cost to
/565 San Bernaro%i?o County. A written report with these compaction tests _
shall be submitted to the Contracts Administrotior7 D/VIS/on of the
Q County Road Deportment for opprovol, prior to placement of bosc moter/ols
DESIGN �' i'S. p o and/or surfocir79.
/570 '� ck
i a39� �9 r� ti ° Z
Ex/sT C�'1
. �� �A6
o o. 76°io 6. Al/ water, sewer And o rr�a n t h
h o 9 s i s o d la erols s oll be constructed to
/565 each nidi viduo/ lot ,orior to ,00 ving
neo• VC.
b 7 At /he comp/e fion of p o ving, a motel i is report shall be sUbmi f/ed to the
VARY 3/.45' Contracts Engineer of Son Bernardino County Rood Dept. lisfiny all tests
QE or AA determ»ofions completed to ver/f
N W
4 (a ) R- Va/uc sieve ano/ sis and sand e uivaleht of
#&UTURE TOP OF SOUTH CL/iPB 96'
b Li W .y
1570 °`� " ,�. a re ate bose.
o % (b Stabi/ity, oil content o�d slave analysis of as,phatf surfacing
rop OF SOUT11 CURB
°1 N 8. if asphalt concrete is to be placed direct/y on subgrade, a soil
1
e ° x g y for use under A.C. and PCO shall be
• a f �. 76 yo e o o o Steri/ant re /stered b the E. PA. ,
- e m uniformly applied at the manufacturers recommended rate for the
0 1565 full pavement width prior to paving.
1 i Exrsr. s�tou/vo @ s
TAN. GR.
PROFILE SCALES
Horiz - I°-40
Vert - 1 = 4
I3
18 17 1!55 /4 13 12 rl io
PLAN SCALE '
' /" = 40' W/LSO/V AVE.
CONSTRUCTION NOTES W
�-Construct A.C. Po ve/�nen f per General Note 05 �
LEMON AVE.
2�- ConStrUCf P. C.C. Curb 0 Gutter ,per Val *115. ty' � 18• � . I � I PROJECT
3a-Construct 4" P. C.c Slade walk per Std. #109, rype A'. 4' 4'
ga-Construct Cone. Block Wa// per Std. #301 as os
A.T. S.F. IT
QD
IO Construct 0 /0' 0/n- A.C. Over/ay 2
f o thcr fv Join !� 0� W
�� e \ r~ h I Q oo H/sHc ANo z � AVE
I a ( <G V/CIN/T Y MAP
ESTIMATE OF QUANTITIES: TJ?AGT /,y1 ar2�iN�N1'� �6 I I 6A9\�• No SCALE
1. I G, 'IG3 s. f. A. C. Pavement (Perimeter Streets) `'�
v o
2. 46 , 518 s. f. ,A.--C. Pavement (Interior Streets) -
3.
treets) l 1 \ 1•
3. 13,2q2 s. f. A. C. Overlay -- - _ eh
-A
4. _ 'yoo 1.f. 8" PCC Curb & 18" Gutter
5. 110 1.f. Var.. PCC Curb & 18 Gutter r G2• c, e r
6. 162 1. f. PCC Curb Only LEMON wd `"° m ° -A VE. �h
7. 1,338 s. f. PCC Cross-Gutter - Clt _ - N = _ Exist A. Pvm . - II b�h��i i e� I o
8 . 7 , 040 s.f. PCC Driveway Approach, 60
32 @ W=16 ' , X=3 ' JOdN 115y 5�, 10 g g 10 ✓`e � p I . X11 �.
9. 14 524 s. f. PCC Sidewalk LEMON AVE.
10. 6 ea. Adjust S.M.H. to Grade - -- --- --- - -- - --- - - ----- - ------ ------ - - --- -- ------- ----- - - - Sh e t 1
11. 1,0V 1. f. 6' Block Wall
t� e
#
12 . 68 1. f. 3' to 6 ' Block Wall 1 I /
13. 2 ea. Barricade (68 1.f. ) i Sheet 4 Q
f
` 14 . Idi� s. f. Remove A.C. Pavement l
•� � � 8 3 �
'' � �� / W ORA N G E
i
15. 55 1. f. Remove A.C. Berm Z5 G ((►0 5� I I
j 16. LUMP SUM Remove Eucalyptus Trees f Stur+� re 4y '(� !� 1 Ci j
c �, h
17. 3 eA• ciearar)ce, Markers h �C Q Q
I ti 0 v o tr t1 0
><t� m Q �. r r O
21 22 ' 23 24 25 �o� `'1 2 26 R7 Z8 a •• W
,a�eov.4c �• rx.a r .esr a ea. 'V �� �D e �
�' �3 Curb Rfn. o I o Z BRI ST n L.
.u�T- ir,�c.uo� Tx-/E-• � � ( DR..
.quo vt- qughrri7'i�S.
R=20 --
33. 33. SPECIAL /VOLE FROM PRIVArF ENGIAIEER ro CONTRACTOR A-90'05'07" 1• 5. sheet 3
r= 20.03' 32' 3r 112'
Contractor agrees that he shall assume sole an complete responsibility for job L= 3145 44' �-
@J � P P Y j � .
d' 0 S, site conditions during the*course of construction of this Project, including safety of all
/0.5' i persons and property; that this requirement shall apply continuously and not be limAWA
-
O.5' /0.5' to //.6' ' ; ited to normal working hours; and that the Contractor shall defend, indemnify and -,VARY- 1SGe Sheet 2 INDEX MAP
5 hold the Owner and the Engineer harmless from any and all liability, real or alleged, _' C F. SCALE.' 1"=ZOO'
2� 1) in connection with the. performance of work on this Project, excep 'n fo liability
�' EX/S . C. PVMT. i arising from the sole negligence of the Owner or the Engineer.
_ - --_
8 S/oac ': /' LEVEL L/NE 51 4 J FIELD E LD BOOK REF. 'N- 0 NO
ANDREASEN ENGINEERING CO. COUNTY Of SAN BERNt1RpIN0
__ I 580 N. Park Avenue _ �cnz��,esr�F�uavr�r�Es _�o:,, �RQAI:D DEPARTMENT TAC NO. 9302 , -
ROAD M0
3 10 Exist /mprovemmcnts " Pomona, Ca/if(714) 6?3-1595 , y nA -a ..-ctuAn►TltrEs_. � �.1� �E;,�,:,�, e, FE e, �E E�, �, - STREET IMPROVEMENT PLAN f
APPFrOVEC? BY
rtu � ZA-- .'�'7 O.E.R. FILE NO
2 ConSf o.20' thick 4.C. Pvmta n /� 1
0 r� (-�,� - �''' R.C.E.V05 SUEMITTEC BY _ CA E ASST COUNTY E NGR ROADS DATE LEMON A VENUE
TYPICAL SECTION REcovvt NDE f) i APPP 0VEI er
L EM ON A VENUE 6 -1,0-77 DaftOak -
M _REVISIONS APF'R DATE ss CQMMESSIoWER-E�eR oAIE ,,, � . SHEET of i
- - - _
'
31.39'
. i
J n b¢ 414 414 414 di4 4/4 4�4 1 414+
i SO • i_ - _
V A4_ -
B�NCI A/IAFrK NO. B 230m u Exlst grtJunef o I
fm (� O
t, o Co+ W o a, VARY C� 31.45 Ch1z. "O" East Curb Return,
sA, Gogo o a `/4 J1 °/a N.E. Cor. L emon Ave. and
Hermosa Ave.
Top o�pufur� ' �ti , t o a 1545 v N U v I E/eV 1566. 201
!west Curb / I W o It
0000
It
d
o o m13
1550 o ' ^ 19 ✓5ro5
5 3 i
oA'N.
e o
/ e rop of future
1525 ,f• " ` wcst Curb h �" 4.(od� 1545 �'
a Top of Alest Curb
Cj
00
00 cm
lE
m 5' a �� o X565 •c
1A. �
Design F. S. W Exist Grrl
^'� o T �• Dcsign F F. S. @ W
1525 ti ti ./' p ti►. %� 1550 ti� 41 wEsT –=
m �.6 f7 eueS �– •�iE• 1,.�f-uru
til /
�l
t
f -Er95T
EX%Sf Ea3t_ curb O �A�' O Of EXIS EC U7 a /O t G�G7 ( cum
op f T Gam' .tJ
W
East Curb a 6 by m
1540 � Des1 n � F. S. h^. h � �' 52'
4.
a yob Exist �y
1525 ti" ` �� ti a hti' w�sr� .c� 18 14
77— I Fr ruRE
a o o ` 1535 - -, 1550 As7
�- • ��9
'�� p SEcT/oN C3 tom
/ C PROF/ SCALES �`'° - -A 'MOM
g•
r,_ j CURB FA CE VAITI� 5 P/!'t7/►y
Horiz - I -40'
Vert - I"r 4' - ® • B"Ar STA .8 71 i ro
I2 Ar STA. /2fnn
6 , ti�tib �' /0 �� /2 13 14 15 /6
/ PL AN SCALE
CONSTRUCTION NOTES
,� Curb Rtn. � Curb Rin.- •' =40' �-- • � .7 Curb Rin.
105.
� R-201 See Sheet 3 R=20' � R=20` See Shec t 1 -
�► I�--Construct A.C. Pavement per Genera/Note 5. d=90'05'074' A• Q=89°54'53" d- 90°05'07"
2 Construct P. C.C. Curb and butter per Std. Of//5_ o T- 20.03' �` 30' Tr 19. 97' � r: 20.03' s3 a�'
Construct 4'PCC. Side wo/k per Std 0/09, Type W 10' l t 31. Q5r �y �r �8' �8' L r 3139' , y L= 31.45' ' y � '
5 �—Construct Conc. sio'e walk Barn per std. /!O NZ 2z �� 4' 4' `' fj VARY CF
' .5 4•
____Construct' RCC Cross 6u ter per *d. 10119 ok
ok ��P� O _ \ I
g Construct Conc. Block Wall per Std. 301. (6'Max. H t) ui v
�'— 9 �, / v, m J2 3! Q 'cod 30 29 28 ci �,
a--Adjust S.M.H. to grade �;' e 14 m r3i
I � w W
I
!0 Con s truc f 0.10 min. A.C. Over/o y ,�
,, A 0 0 .c �
l&—Feather to Join �' h �� �P ►. : m Ll �o o i6 �p��\ '� a m ,
r otche
12 Removc exist A.C. povement shown c ass h d ` X ,� � � 16 � � �. • � � � � � � � �c t
13 Construct Var.P.C.C. Curb On/y to direct Flow to exist S,oi//woy. � �,� 4 1� �` � � � � +• �� 1 �. � � g � �,. ,, 10
IS Remove cxis f A.C. Bcrm r h n + ` ) 0 5 '• �� 5 3 2 5 I I
16 Construct I/ar/ab/e height Conc. Block Wall per
Std. A'302 ( 36"min to 6'max. �.� ` Q r a �' — -
y� r
Irnstall C/eor0ncM Mar�Ee,-,ter Std. �4Pf
- ' -- ---- E o �ro bh
��( 9;—/ UTUR� - e.P. E'p ---. r� __ - - - - --
N z5 08 (?997__ c vw1YL%/VE - r !0 Crown Gir��Q 1C `� _
—\ E p E P L SAWCur S.M.N
h W p2 (33.•49 _JQGN 7 12 H ER MOSA a AVENUE 15
N (?6.56) Q���- — _�_= 4RR _T s k�bbPro osed Improvements per Tract No.
_T526
\ r
h
x ° ►: a
-to ku
w
- Q
Q, W� v I I W
.ata sa
I2' 32' 32'
10.50' /0.50' -
_j U
i
pC � Q -
SIo 4•• 1• LEVEL -0.30Ste' II -0.66' LrNE I \ c
k.
FIELD BOOK REF. #
2 � 1 1 " • ANOREASEN ENG/NEER/NG CO. COUNTY Or SAN BERRt1!f~I'�I�IC� �` ° "0
Const. 0.2s thick Proposed TRA C T NO. 9302
A.C. Pvnit. 0 Exist Pvrnt - /rnorovemenfs 580 N. Park Avenue o -ow�u�E sEGs�,� �/Oroa_� � _�°+.zo.-t� ROAD DEPARTMENT STREET IMPROVEMENT PLAN ROAD n,c)
' per rr No. 9401 ' A E
Pomona Call (714) 623-1595 lam '-►! c�uwrXCMpS._e�rarc _ 1G_co.Le.��
• sTsLl1l00_�r�Y� `f: GrE s, nE'rE, '
6.ER
n ---- EG67E0 Cacro/TY PR.QT/c/PAT/G ✓J !D --.__j FILE NO ,
/� I sunk TtE. !1 _ CDE HERMOSA AVENUE
TYPICAL SECTION
R.C.E 3205 -&- 14 )EP_6TR1/Gr(14s4E--SCCT/EWIS�-- -�s 1$ -- ASST COUNT YENGR R;)ADS DATE
HERMOSA A VENUE 6-14e•n Date - '
s 'c Y kt"RK REVISIONS _ . APPR �PATf 4 �r . , : . . ? t 1�
Tito eerx�r�sc�c+ErER-EwcR o� f c. SHEET-
2- of
. .
v
1 iBENCH AORK NO. B -2,40
Chiz. O East Curb return
N.E. Cor Lemon Ave. and
F •� d 6.T4 35.70
IOD' 'V. C. ON Ca. e d L
Hermosa Ave.
3 6� V 14 /a / /a 4 °/a
�a csE/ev /S66.20/
Future Top of �'
North Curb O p Ve e e
O N b Li � /4 / /
0I to V N
/550 h a h ,, x �t Ex/st round LID
O h
14
C9 / d t) go
N h r j
3 60 r, m l00' V. C. 0. 809c. 08910
60 /5• $
Future FS. `� Top of North Curb
0. 80��
C3 qo v
O � VN
� N � � ONZ O W � a tV
4. Ind
° h N O V
•�
'14 EXIST a0 � Mo
N O
O N �
(\i (n Q ^ � ^ N h O 14 � O'h
ai �9 N O h h p
} 100/ VC. - O � lz
oom E
futures fop of h Design F"S. j
South Curb o M v 0. 80
�O m DO O O Nt 54.$1 ON ca. 65 65' ON C8.
f /5J`0 '�°0 + ao h O O V 31.45' -
� 4 4 4
Exist. g/�u17d s
i N N
/. 15,451
08% � � a
-� SQL pti h
PROFILE SCALES Top of South Curb
Hor%r - 1"s40
-
0. 809/0 Q � � N �
VCrf - 10., 4' ?74.
PLAN SCALE s
1" = 40' Curb RM. Curb Rlh. Curb Rfn.
R=20' R=20' R=20' CONSTRUCTION NOTES
d=102°17'08" d=90000'00" d=89°5453" I -Cor/struct 4.0. Pavement per Oenero/ Note 015
r= 24.82' See Sheet 4 L-31.42' r= 19.97' See Sheef 2 2a--Construct PCC Curb and Gutter per SI! 01//5.
u L- 35.70' 30 L= 31.39' 44, a—Construct 4" PC.C. Sidewo/k per S1b! #109, Type "B".
5& Construct Conc. Siwe wo/k Romp per SAY **//0
c /I I2 /,� �4 4 f I Ie' /s, 4, s ' I 6Q---Construct P. C.0 Cross- Gutter per Std. 0119
9 /G 15' �- �s' 5 /ndsta% 34 ' Ba 5 All H to adee per S1`o' x`305
c Curve Dat W v Z W ti c; 14 Consfruct PC.C. side wo/kT r4nsition per Std. 0 302
W N P e=8'53'5 " `� Q Q v m 32 '� ci Q Q—Construct Conc. Block W,311 per s/41 *,5o/ (3' Max. Af
C) R=230' Ls 35. h m k '�' �3}--Consfrucf 4" RC.C. Side woA< per Std /09 Type "4
o N Cb. e= 12*/7'0 " e I a o �
(p s , r . : . ih. ( � .
R 218 L 46. T 23.46 I h
4
b ti�
l• 0• .
e= 5 2 4 t4
7 BRISTOL �0 7600 ,�c•; ,� D �� t �'. p�.
—
h2 S.Al.H.
ao
7 �� do -{ h oc 30 30 0
i•'.:.
o� p:AZ�� 3 o,���ti b���J• �� I �,$ I2' /8' 18' J2'
66 y�;(o2
6 Ci J¢ ro• 20' \ 9 /.5 4' 6.5' /2. 5' S.5' S.5' /2.5' 6.3 4' /.5'
Q 0) cj
W o
V �' L EVEL L/ME 'SIO C .4 :1
1, e
ip ^ �, Sj ,
L a 1 8''C.F
ZIP 4
4.
o I 2
Curb RM. I CONsr. 0.2o A.C. PAvemnlr&
Curve Data Curve Data III
• R=20 •
A=17015'14" d=/7°15'14" p See Sheef 2 ..
R-200' L-60.P3' T- 30. 34' ER-?00' L=60.23' T=30.M' d s "OS07"" �5 + �
S Cb. R=182 L-54.8/' S. Cb. R=2/8' L-65.65
T= 20.03' �, a ' T"YPIGIAL SECT/ON
• L =31.45 �e/STc�L.
5 0 R=170' ..L- 51./9'. , _T._. S 0 R=230' L 69.26' RA
W 0 NO
ANDREASEN ENGINEERING CO. FIELD BOOK REF. COUNTY, OF SAN BERNARDINO
t� ' TRACT NO. 9302 •
580 N. Park Avenue �g0/�ED CROWN L/Nel REV. CY/RNJ RjN_____ Qs _ It 41 R O�� Q����TlY1 �� i ROAD NO
Pomona, C8/1 f(7I4) 623-15-95 �ODED STRUCTUR4 L SECT/ON S TRE�'T II NP R O VEMENT PLAN
c; tc goc>,va. ysr►[i R= APPROVE BY
FILE NO
�J`�`Kiv •�•dGir SUPWITTED BY C.D E _Q �j rE
�� R.C.E 8205 ---- ASST courvTYEtiGP ROADS DATE URI STOL D1� iVc n3lolcm bit,
RECOMMENDED APPVCVE( BY ,
6 -Id-77 - � -�- SHEET of '
Date ;
NARK REVISIONS APPR DATE �y`' COKWISSIONER-ENGR DATE C UA E
y
i
O
/38.80
CUR
h
r �
ON 8
Uh lr
25.49' -
V
�0 h a1
v
l I ON.C8 ;
o, EXIst. . round 6 Al � �► � Q , _
g BEACH M,�R�I M. B 230
I '' 0 I I Chiz. "p., tu
East Curb Rern
t\ J �} h O et ^ 25.49 I '
ON c®. �, Exist ground @ E. N.E. Cor. Lemon Ave. and
_Q � V ti0
. 8o
` ler o a V.C. 3142", Hermosa Ave.
/5ro0 To of North Curb L "' J M m A14 A� A14 A/lie
E/ems 1566.20/
I` h t17. 81' V. C. - Nal �' r ti W
l9 r" 4i 78.54' = 0 oQO4.
o
N h V A14 d/4jp ,1• �0 j
U) �V N � O v i
o � aid � � b o V �0 O 0O O `
l00 a � a d � � d 6 m � �
I5 -
o. �' M a ° M o Exist a a a '1545
w y 4 3.13%
Design F.S. "' ti W i =(J b�
g
/0011 V.c.
` o Ni *% N
W y ¢8 �►. ,, R �1 4� N in
�i �► fd�
ao r4 30.27 ¢ h P °
O
T n °0 N b u a/4 a/4 °/4 °/ O�a� �s�9n a e o
op of South Curb a a �, a a �i �i
/560 �r v �i ° °o Exist. grd. 3.2G% o ,o ✓545
N �, a "► N `� Oli
rA N. GR. a
M N N N W W Ap
80' V.C.
cr) N N Nti v 35.70
Exist gored C� S. _ e a '1141414 a
N � �
3.00 e N a Qp /4 /Q
TAN. GR.
J i r. 0 N W
Q y, 4)
To
• � W , IlDf,
CSS a aha " -
. :
BDA...-
PROP/LE SCALES 2.980
TAN.GR.
Horiz - I''=40'
Vert 1 : 4
io c r
PLAN SCALE
CONSTRUC TION NOTES Curve Data P = 40'
A=23°33'23"
i&Constrc/CI 4 C Po vement ,oer- Genera/ AIWC '`S. R R-50' L- 20.56' Curb Rtn
& -Construct P. C.C. Curb and Gutter ,oer Std //S. Cb R-62' L- 25.49' R=20'
40-Construct 4"PC C. Side wo/k per Sfa' if/09, ryoe 'B'.' � d =90"00,00" See Shee f 3
5 Construct Conc. Side wo/k )P4mo ,oer Std *//01•
L= 31.42' 30,
7a-Adjust S M.H. to 9rode h
09 --/rlsto// 34' Borricgde 18'-
per Std *305 �o Curve Data J! J2 4' f'
t/ t2 23 24 25 26 A=137°06'46" ci , �s'
h ?7 OR- 701 L-16751'
Cb. R-58 L= 138.80 I I
h
r +
100
O
t ��� 7 ' m �►t'9 ° 9 hit 1�,� 7 �5�'� _ �2
_ORANGE _ 1 5T�REE.T�h9 a� — y�y��° h/ ti GRANBY AVENUE
9 SM.N- � N s�� *h� s.M�N- - � ' -
� H s !' ` 0
c
f__
yy C Data
33'23"
. � � 2 ,.e..• � kG 29 d=23° /Ab��
4 5 h� RR-50' L- 20.56 a3
.0 2165. 74 B.C. Cb. R=62' 1= 25.49' 4 Ci I I
�8'yq.•I I ?,c vi ! I
� r
Y7_37_78 B.C. (')
20 19 /8 17 16 IS ,hz w 15 14 14
� *� 30 O
Curb Rtn.
Curve Da la R=20' See Sheet 3
J-102017'08"
$i 30' �' 8' G= 90°00'00"
R= 50' L= 78. 54'
15• 4' 6.5' /2.5' 5.5' 5.5' 12.5' 6.5 4' /.5, /S/OT"�: Cb. R= 32' L=50. 271 L= 35.70'
see spec f No _4 ter' ryp/tet
3 i Scc Pion of /Ylck/FiPNAN ST. _
-.-..res - - .-•a' -,r= - sf.s. .- .
0.33 ' On > .:.0.33' 1, FIELD BOOK REF
PE1
. 1 ANDREASEN ENGINEERING CO. COUNTY OF SAN BFRNAROINO " ° N0
:•S.L�, tEYEL L/ SI . a TRACT T NO
560 N. Park 4 venue
--A, _ oo _-.sz�v�ruRacC rim. G--
T 9302
B,.C.F.
8 F �� - ROAD DEPARTMENT
Pomona, Calif. (7/4) 623-1595 ,t ,, o, uF,*A �E,k+; 81 STREET IMPROVEMENT PLAN ROAD NO z
4 `' ' CO.VSr. O,20'A.C PAVEMENT 2 4 A f G E.R. a`' E D BY
2 6RANGE STREET EIDE NO.
RC.E. 8P05 SUBMITTED lIV _ CDE SST COUNTY E NGR ROADS DATE
TYPICAL SECTION � RfCOVMFNUED/APG`R�VEC @� • - - GRANBY AVENUE'
GRA IVB Y AVE. -4 -/ 77 Date '
'L MRK REVISIONS APpR , >, r ` SHEET ,¢ of ,4
' __ . ___ __._. - -_ SATE R. COI�MISSIOMfR-Ek6R DATE