HomeMy WebLinkAbout1351-D CONSTRUCTION PLANS FOR THE IMPROVEMENT OF
ALTA LOMA BASINS
ENLARGEMENT OF BASIN NO. 1
CITY OF RANCHO CUCAMONGA
GENERAL NOTES
I . ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH
APPLICABLE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, 1988 EDITION.
2. LOCATION OF UTILITIES AND SUBSTRUCTURES SHOWN ON THE PLANS ARE AS
DETERMINED FROM A SEARCH OF RECORDS MAINTAINED BY THEIR OWNERS.
THE CONTRACTOR SHALL CONDUCT HIS OPERATION SUCH AS TO PROTECT NOT
ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT ALSO THOSE OTHERS THAT
MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT 48 HOURS BEFORE DIGGING AT 1-800-422-4133, AND THE FOLLOWING:
INDEX OF SHEETS CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591
I. TITLE SHEET
H/LC SIDE SAD
3. SEE THE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION AND TRAFFIC
2. BASIN PLAN AND TYPICAL SECTIONS CONTROL INFORMATION.
-.7TC-•O7�. LRPJ'T-TE-GT-19NS
4. SEE- THE LIST OF STANDARD DRAWINGS UNDER "REFERENCES" ON THIS SHEET.
THE STANDARD DRAWINGS ARE BOUND WITH THE SPECIAL PROVISIONS.
OV SIGNS.
PROJECT SITE
A41VYON STREFT i `
/f-Ah STREET
h _
RANCHO
CUCAMONGA
W
BASE LINE AVFNuE REFERENCES
BASIS OF BEARINGS: SOUTH LINE OF FCD R/W BEING TAKEN AS
11K S 890 48' 22" W
h ! BENCH MARK: ASSOCIATED ENGINEERS BM, NAIL AND BRASS
p Z TAG IN TOP OF CURB WILSON AVE. 695 FEET
EAST OF CENTER LINE ARCHIBALD AVE.
v W Q ELEVATION 1755.82
dC �
Z
FIELD BOOK: ASSOCIATED ENGINEERS FB 82-07
E
F4907111LL dL Vd.
STANDARD DRAWINGS: S.B. CO. STD 300, STD SP 222
W
� 10
ti VICINITY MAP
N
3Q GRADING CHANGES ; RAISED TOE .3- (ORIG. EL.) 2-14-90
0 GRADING CHANGES; RAISED F.L. I' LOWERED 12-8-90
2 TO E .3'
GRADING CHANGES ; SEE SHEET 2 . 1-15-90 '
DESCRIPTION OF REVISION DATE CITY
kPIRMID:
CITY OF RANCHO CUCAMONGA
CONTRACTOR'S RESPONSIBLITY FOR SAFETY
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES ALTA L O M A BASIN
THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON ENLARGEMENT O F BASIN N O . I
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE T I T L E S H E E T
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR F
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER,
AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR APPROVED BYDA' E
ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON `
THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE CITY ENGINEER - _ _-_______ __ - _ R.0 E N0.323� 7
SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY. ASSOCIAT ED ENGINE-1- PS
J.K. 165 W HOSPITALITY LANE
DI'ttk v1' SUITE 15 ;FSE E i
SAN BERNARDINO , CA. 92408
D.C. (714 ) 889-0491 I F 2
CHE�KE _ R.C.E. 3�9Z4 - D 4 rv`:
J.K.
DATE -.V:L-A t_F I LE NO. ee 22
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6
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i'f -�_ �'��,. access Road c/Or/g North Side, Cons r ' lh'�ir,-Unk F O ti FpR
s:e. co. st o, t� A /,tee. SECTION A- A
i, �- •��- \ , exi5iein9 Grapy stake e
Con s true t /5 wide ra
Limit of ` r ' ��' ';`',``rC,r'r� „�� � at /O%. Max. G ade mp '\4
X �� TYPICAL
ex vation. i , v �E X45"R.C.P. 611
ca ? t i L Jf ` Q
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eco Ca►7sfiwc f 15'W;de rgrr�p
K.., j c L,. xi� ssX;{::'► sdp //99.83 a /
eXiStin slope. � � .� •��:,I r y:, '! T' D� M4X G/'Q 1
9 P �' �/,•M /` S��j TOe 49483' �f95' /25 85, N
��,-,:,� •` / F.C.D. 0
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V
eO be conf)rrr�ed 1h {field. 2. I1 NO
75 ^ /G?O TOP OF LEVEE
Toe of slope _
In R/w.
•o
1 of slop a '� --- '-2
' - P Abandons /Q stee/ water �0 '�-- -- - --- --r'
---- -- _ _ __ �� Exist 4'x7 R.CB. d�IR
of � /
o s=Doors R,pRa/� 3 �'P - p otectin p/ece. �z---
W157') See Pro Right.- � � 2 �� Basin
0 o � F.t. -, -- .Doo ___ .- --_ - - --=-- Exist. Dbl. 18 x6'R.C.B.
PPI e rg ..
3=0 7 -t'�
a ° o s/oae { ,�� ti� Toe o f slope As �.o rye � -r - --- --- y �
36.0 (TS,P)• _ . _ °e # \ /�//
hExisfin9 s/o�oe fo te�nsin
tQ r: - -T
— - - - - - - - - - - - -- -- -- - — - - - --- - -- - - --- - 6 CatiC
FN'.4SixREM'� .
/O W.W.S. P/PE
-- - - - p roT X92'
FC.D” '
�-F C.D. RIW Cir�1�r Section 2� -2"
MON. /98 /90 62 b7' /PO' /30' 908' �!' 65997' 8430 :Ics•so' AP. WIl"0&Ve Surface
/36
per S 8.Co.FB /O 9/38.
563.6� /302.47"
co�5tr��t /S'r,.;dem PROFILE ALONG EXISTING 10" WATER PIPE
rdMQS 0 /0 0/0' ivtex. 1 PLAN TO BE PROTECTED IN PLACE
Grade.
r SPILLWAY SCALE 1 " = 100
N. T. S.
y_
Q GRADING CHANGES; RAISED TOE .3' (ORIG. EL.) 2-14-90 �
0 GRADING CHANGES; RAISED F.L. I' LOWERED 2-8-90 A'R?
2 TOE .3'
GRADING CHANGES- LOWERED F.L. i , DELETED 200 I.15-90
L.F. OF CUT AT 45 R.C.P. . PLOTTED EXIST. SIDE DRAINS.
j;�", .# DESCRIPTION OF REVISION DATE VEU
C ITY OF RANCHO CUCAMONGA
CONTRACTOR'S RESPONSTBLITY FOR SAFETY ALTA L O till A BASIN
IN SUBMITTING A BIO FOR THIS WORK, THE CONTRACTOR AGREES ENLARGEMENT O F BASIN N O . I
BENCH MARK THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
ASSOCIATED ENGINEERS BENCH MARK , NAIL AND BRASS JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON B A S I N P L A N A N D TYPICAL SECTIONS
G IN TOP OF CURB WILSON AVE 695.00 FEET EAST THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
TAG
CENTERLINE ARB WILE AVE. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR APPROVED BY _ DATE / 2G �T
ELEVATION 1755.82 SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, CITY ENGINEER _R.C.E. 0.:27.n2
AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON DESIGN ASSOCIATED ENGINEERS RECOMMENDED
THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE
J. K. 165 W HOSPITALITY LANE
SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY.
DF:AA/N SUITE 15 SNEE1
SAN BERNARDINO , CA. 92408
D.C. (714) 889 049 1 2 F 2
CHECKEDR.C.E.ZG 4 Ur DRWG. NO
U K DATE S Esq/FILE NO. 86- 2