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SECTION a
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OUTL
ET 'STRUCTURE
DETAIL
S ECTI.ON A
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SPECIAL NOTE FROM: PRIVATE 8NGINUR TO CONTRACTO,R
exier ,sowe 4-'- r4m,&Ala a
AiP
HE 3 HALL
ROJ ECT
FOR JOB SITS CONDITIONS DURING Tn ,C(�URS3 OF CONOTRUCTION 0? THIS P
-T S HAL L
CONTRACTOR AGREES THAT ASSUME SOL COMPLETS AZSPONSIB LITY
0. LAN4 WO N9 W 4P All
; , 9~ N
4�
W AY 13 REQUIREME
4 Of ALL RE F
SON$� AND PRO? IT;
#A 4Y' CONTINUOUS
13 AND NOT BE LIMITED TO NORMAL WOAXING HOURS; AND THAT THE
LP THS OWNER, '
CONTRACTOR SHALL- DEPEND, INDEMNIFY AND HO
to
PROM ANY AND ALL
ANO S
ECTtON' WITH THE PERFORMANCE OF WO" ON T
4�L_ tIABIZITY A.RI$ING FROH THS 'SOLS NEGLIGENCE OF THE OWNER OR THE ENGINEER.
At
40
44
7'
ie4��44 4
Q1C
ll
NOrd: PROP,' culw
9 rig VeAlt
to
44t
t W.Are 1,09 U"a
-rig
qg=li flea: L-14 W
40CATI N Pwo. 01- 01-10 Q A nr% A A A A I
-IF3.
VV C
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97F
17 /0
AVE
�4
I I. All work shall be done in strict conformance With the current City
n ec gs.
V1V1MUM C-te.A"Neg
of Ontario Sta dard Sp ifications and Standard' Orawin
GAa familiarize
s
a 51'mliv-
Y o�fAe_
VICIN17
imo rm ro veng uwz,
mge g facilities re ectly or Indiectly
r
evier Amm. R tic
NAL from his op r or not shown o ans
3. All qbsirvctlons within the area t be improved are to be removed
c
to be elocated 4 s red
ractor is refer
to Section 5 of t
L Standard Specifications. for Public Wrks Constuc
f
Utility line Tocations were take a n ed in
eF1 ON RU 4.
ION NOTIES & 1! To OF Q the tield,unle'ss otherwise noted on the plan. The contract6r is
UAV? 4W
C MR ro C4 V144 W DLSCAxVn0" or REVIS10"
to Settlon S of th ications. ,
.49
4 5 4 'In eat$ ,of any accidents Involving safety 'Matters covered by Section
COO T ft C 1? (1500
CITY OF UPLAND
6424 ,df thoCalifornia Labor Wet the Contrattor shall iffftiedfatel
QQNSTs' RA.NHOL3 NO. PER CITY Q? ONTARIO
notify the SWe Divi Ion of Industrial Safety.
$T0. DqG. 00. .306 - 666 VeroAlf. ON 014mll 11 010%1
PLAN AND PROVILE
i
C round Servite Alert for undargrou
SR SAN 38MARDIN9
JNTY '400t4
0' Ill M ]DRAIN
1. Tho. Wtractor shall obtain a n -f
8 T
r -6 to tf me of co
Y Or ONTARIO- efr tho publid riqkt-of-wai. the
RatodeArra 11XIST. WATSA MAIN PZR CIT.
�ontratkor s e 1 a
wa. No. 419
ST61 'D
0 2
markings,, Alch d o" s have b o lot i W4 INIM006) - n re r
(Me W
t n a M 0 CIY 11NOINtEIA 8. 1A
reftyed or the Offeattvinoss Of - WWI of
e NO. 4 Wt?Z.4 C rC 0- elo 9
MA 01018,lNot
N W 'Markin $halt be,done' 0 Conformance with Saction 0,00 A0 Alto
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PLAN AND PHOVIL11
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CONSTRUCTION NOTES
1 6 17
it 4 q6g a44S
PLAN. SCALE Is 40
wu ry wror
"A
D
C-0 N ST P STP. DWG. CU-,* .-
to- PxeV4Z+A1YA1r 4X/fEre
CONST7Z__4r.
Ar-Z-5 3 CONST.
AS INDICATED.
A7
-F- Leo,A z
f 62 a?og
v Nli 4 CONS'k. P.0 C. SIDEWALK PER
ME
314'.
4. %
Q
2z � K
o
�,k
A REMOVE EXIST, CATCH BASIN. AND PIPE.
R8MOVE EXIST. A.C. 13ERM.
e-01
AN49 ff. 5 t ADJ R RADE
ul Ir
-IF �ffl-
P/ - I J
-IF J;i
4 1 1& 12 REMOE
IN11-01-AA10 elry i4wrs,
IF
UTILITIES. jOY OMCA.1)
13 RELOCATE HX.XST
0-toz
-PAW v-s' Ind ob -0
50 ff.10 %
.,6 o.4%, PAO lb
F
A� 23 INSIALL STREET LIGHTS PER STD. DWG, CU-P-90 �5W IJPSV.
UE
AV
IV ei4_
F* q=ft**o& r Ro WG
AP RAMP PER ST Ds D cuf-S. 1,
e 0.(4 N F Nk CONST- WANDLC
V.
.-I - - 5 PLANT STREET IREES PER STD
eA L - -, 4 " --- ?- - D WG�S.C U.P.Go %t
F
.i_ _"oq_F 4
A Ar. CoNer. w A.o. oA" f" mrAn- evyawr z
coN o r. oe A o.,f A vemAN r
W
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R Vof 0,4
fAWAW AS
e?%"1w ,ill"W&WIV&M ffg C"as'
x x
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c F 1UPLAND
tA ITY 0
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44
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100 4 1 A�KWII oe P L A N, P R 00 L E
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To I 1' 00
5 A,11450,
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IRACT NO 11 827.
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M01 A DIANA 01 0 OHM
TYPICAL 6ECTION t AN I&I I a 9
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of VajUes tot'e tar
V,r W4 art on this PI Q&ef4pj is be(quo"d 2. Centfi of Manhole,sboll 0all be localed over
--I a radius r 0611004 Quiswe 46AIV Una af $form &Qis Wb4a idiarnelfs IDI is
face all saftwels, 464 at lost, is which case bars $VCR-
4,111 metrically around shall of 45 With caftlarfine
4"1 j t>Qfg. 01 r
14
5700R 40RA
At, I OA I 4F N
-Whe* depth of m000to froa sittai grade
1CW
-to ve fog,pawed
at w is ie*s thoa, z
4(.** 'PLAN ti e of or V_so f of w1paved $fr$art, coastruct mom- 1141
1 d VbVeNl*-d lijbi shall as pei Otleji it. Shall for any depth
4
407
A.$."JA 9146 40 fA a"halt of moMole avy be wnlirkided as pw 000 W
'IU bW f (a Alff"or We, center of abaft'snal be localed.as PW Dole a.
Unpao*mks. Iff 4 Ncimitis of deck 0all vaq *has aecassaY 10 el "Tela
Oil r va
PL N -
A j#ovide javil pipe sqW, but $bat$ (41 be IOU th46
sots
Ar S I to to be I-va claw (too face 0(Concrete
a bat s
bar*
ts,am QF A*q�sd tifsa* fobwar va I of F shove CA INS plan ........................... ...............................
$fpps--.!Set Slit. Q4 Me.206
1 WIDUS.(educar and PIP4 fat. access shaft Shelf be &owed
1#(lots v
A
tIpgriat and niially pointed or wipe,"do the "I.
rt.to Va.,." $talk" of manhalis shomd as plas.opptv at centat at 4
)halt El"flogs Shows Qt stations (efat to prwo;020 4 4?1r InWaff OfQQS Una.
41 e >
F1_W of m4AWo shall 1:4 &feet
ban. 80d, of b $ball be�,"kd Is ano CoftfipUOUS
KL
v
46
IV way bt.?40ced at the spriog�bq firia.
4 4.if&& ilue's untals Whuyiiss shown on PI
V4 OL tot oat v a ar to3s, v 3-0 Ps($is Nals 11 IL, L*V *;nbfjdm*M F aball agive the WWAI
tpt that (k conw"floo joial �Ad(h 0 C A I L M a02 ov4 P
Ato"s this 606W 011* 41.
L mov be Inciftosed OF lacot1w of di6nhofe shittfii to
46 ION OF R"LON j. Whm t. I$ Woofer [ban thol Shows >(
TABL9 Of VALUES tOR pipe obovit is spcifia#, 1) We A#td confiriubd 0,a.r.
-A
11,0 N' A D
0 bar* oad bj 1114 for 02 x 39 or lost, tO for
0 and #6 goo of oVat. _,r 57
Iss Naw 4 all, 78F
I a tsl R E V I S 10 N S
4
Cj 3 bar$.
Tro bws sball04sul C/ly
39 7 12 . 1 11
to, o
-C-3260 Per sedom 101 IlMi, 7 1/
9 13. Concrete WvW be Cie&&569
1z
do o3 1 ale
4 . �OL IS PWC., UPLAND
C I T Y 0 F
ae.r. 4e r. to W 45' ido fdio of
of iqtef, p(ps to,irdeisect Law
eel.0�t i
IA
MANH6LIE COVER SHALL,81! ARKIED WITH THE LETTER
-1 AS MANUFACTUREO BY ALHAMBRA FOUNDRY'Oft
—Ft 4 C47Y Oil VAMO P
APPROVE0 EOUAL, LAN AND PROFILE
57 9 ur i'kr rr dfry or om-r?QM--
/1y
Sit biais 1 6 10 1 2
STORM 0 Ill A I N'
10 1A 313
IZ45 Ile 10 N 8- 8 10 Ale
14
ze. If
ell
TRACT NO* 1182 -7
CITY ENGINEKR
MANHOLe NO. 2
ANO OVAIL BAIL ROAD
DESIGN 6ASSWATES I
MADOL9 AN
'DINO TY 44
OF SAN BERNAR CdN
R--teoa 4.0 545 N.MountaIdAvo.,Suite 1013
Oro Ono r 9 FrA
DR" UPLANO,CAUFORNIA 91788
'7 4.11 P.OLUM PHOW114) 44C
a th STI?E ET E. NO. 14614
F= NO.,[,A
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DATUM ADJUS'TAlENT EQUATION
CITY OF UPLAND BENCH :MARK 30. 207, BLEV. 3. 1116. 41, PLUS 2. 42' EQUALS
CITY OF RANCHO Ct1COtaGA �E
K ;BARK NO. I-A, ELEV. 1157 . 316
.,A
WENCH MARKt .
sa DROVE AVE.&CHAFFEE
-
1A � - -
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i3 I( l MADOLE AND ASSOCIATES, INC. DATE
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