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CONSTRUCTION NOTES: QUANTITIES
2MCK ACY49M 7NUA 0CONST, TEMP.' DRAINAGE INLET PER DETAIL" E 5?4.
-A AL
0 SHEET 9'. -
TOM
MOM M, 3CRUM e1,4V1e,-,?.,4Z4SC 01' AM= QCONST, BERM OR SANDBAG PER SECTION "A -A". w. -v5- -ie �-- -LF
ON SHEET 9'
12997 3.21
�O8
-SANDBAG PER SECTION "B-13",; -M- 49
12997-1 1.25 QCONST, BERM OR
12997-2 4.91 1.53
ON 5HEET- 9'0
T12998 3.71 0.76
<1
ON 5HT. 9, IWLF
-WEST NEIGHBOR OD 1 12998-1
(1) CONST, SPILLWAY PER DET IL 5.69
zi 12998-2 5.12
r
A
12998-3 1.37 1.37
64 A
12999 3.51 ------ 191 LF
PORTION OF
F
TANA W T ENk I - (D CON5T Yt P. V. C, SDR 35
12999-1 1.57 1.57
12999-2 1.04
1.04
12999-3 3.81
Q �T 3"Co-J.? WITH END FLAP EA%
0 7"
12999-4 4.93 4,93
.131001 1.56
kN C. ti4 N
C)141
F -F
A
13001 4,15, 54 CC 7
Y
-T-
13001-2 2.97
6- 13002 2.66 2,66
13002-1 1.11
13002-2 6.19 6.19_ ,_
13002-3 2.73 2.73
13002-4 4.61
13002-5_ 2.46 2,46-
13003 3.22 1251
13003-1 0.60
]W. -W. LLL 0 0 0 13003-2 3.21
N 1 NHHM pam 13003-3 2.96
13004 2.56
2
X 13004- .23
13004-2 2.35
TENT c
1 2 r _ N , ,,
TRACT
13005 3.14
RMCr
13005-1 3.80
13005-2 2.57
13006 2.14 2.14
4
13006-1 0.60 0.60
60C
v Ij I . -
13006-2. 0. 6Q 0.%
13387
%
EA
13007 1.61
•
13007• 5.18 5.18
6. 62
13007-Z 6.62
MAR m Am4 E -- - -- o '�
13007-3 5.37 .5,37
p
......• 13 007-4 2.83
y.
0 0 0 e
13008 8.13-
4*
13008-1 1.88 1 88
`• �, ., 1, { Q s �y t f , . ' ^• A
13008-2 5.08 4.1
0 t Is 13008-3 2.71
TRAC, 13008-4 6.17 6. L7
31
PENSTOC
13009 5.78 5.78
RIDG
13009-1 5.51 5.51-
:W -2 2.96
13009 2.9§
4.01
13080 4.01
9
A v 13080-1
1111, if ik N 2.66 2.66
•k� I --
ito
4 1 2 13080-2 2.25 2.25
4 mA 11 1
3.46,
13010 3.46
Q \13010-1 1.64
Y, 11
1.64
2
A -2 2.23
'I, \% 13010 2.23
T. T. 12998 5.39
o
12616 11,63
T.T. 13913 43.50
"KCT la 20
10T A 6.0
_!0I 13214
IOr B 4.0
13081,13081-3 8.4 4. fs
13214
0I
16.0
3
% 4,
CD 1 39.0
P. M. 11552
sti
& 115-54
9 :10
16. At
A-
T.T. 13212 27.4
TENT. ]�W 11.36
0-00
- J.': -r 0sJ
7.
as o 13000-1
4
49.93
DEV. B&CKBONE49.93
VAY 7
115 UNDER
12
II
STfum
up 5O I i PHASE
s
('0 13 So= F=
V
-j 1
".4 TR. 13000-2..
UNDEVEZJOM 5.00
k r
A
t 4
RA 14 BACIM=
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A
0I
STREEIS
2
rEErv:Tn*CT. 13
4
1299ro- 10.50 10-50
y
0 T
TRACTI i4 0■
00011
FOR TRACTS 12997 12998 129$19 13001 3002 1130031
,,4,
13,004 13005 13006 13007 13008 00
3
9 &
12996
VILLAGE OF HERITAGE
HO
CON
AREA F -A 42 -7 7
-1 =�A 5A� �.TO
3
E. GRAND
100 YR. FI�WV EWW.
PPF a\
-7.9
L A WEA NORTH OF 0
♦F00TIq ILL 15)_ VOL TO
01
Ivp 17 EAST OF PAOLBEgRY
NOT A PART
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AVS' .4 AIIITENT - ATIVF TRACI
Ox f
TRACTI�AwC
VV7 A 7 --i �b _. �h ♦, , /
3090-4.R•
V,07- 4 ,1`
13223 2
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N -A - 3 -- - - -�� 2� -.I ' BE E.4�E0 GAB
,4 AV'
17ZZ
N.A.A K
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PRIVATE ENGINEER'S NOTICE TO CONTRACTOR /�
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB'SITE z lvyaie�? ...4/tim6x ar /.v -66
I�.V 6W JV41eY A6ApdP1pJ00W0�AtWWV
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT:BE LIMITED TO NORMAL
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE oIIIIIO 4".1A�2e.Z7 o�aef Z6i:54 Ess/
PERFORMANCE OF WORK ON THIS PROJECT. _4,e9,k2X776?1 Y.,I < a. 9914 '40,01 Ho 6,
�?�
0. 5914 (49.90 4 -*/V 50 /0/, 42 4c nx 1 0
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
262
IMMEDIATELY TO THA DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE
RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 140014r11v1r.4p000 1YO41AM Expp, 44�_10-
1y01r TO -O0Xle.16
C/TirOf'f0 �4 ���/fD�i�//��,�,�.,0
,ENGINrER'S NOTICE TO CONTRACTOR OF j
WN ON THESE PLANS -0I
THE EXISTENT AND LOCATION OF ANY UNDERGtOONDUTILITY PIPES ON STRUCTURES SHO 2 8L/CNO. 1REV1510W cl-Ty PATE
APPROVAL LATE APPROVAL
WERE OBTAINED BY SEARCH OF AVAILABLE RE ORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
nav OF PROP 47 �s
CONFIR14ED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY
SSARY ADJUSTMENT6 CAN BE MADE IN 1/-(*-& % - IIIIe
401 /_(_9 e 7w. -f eA a Mzz
ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT Is REQUIRED TO, TAKE DUE 01 @1&_.f770t,1 OF f"I 495/El_�if=L -7
0474FI / SHEET
/I x9olnoAl oFverF_1v-r1oA14,II -67 R�s 87 COSTA mEsA. cALiFdRw 92&2"75 /4714) 6414/ 77,,
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR C-171- 7, qryjs. qcvt� 11-6 j -
ylk r10I
NOT SHOWN ON THESE PLANS.
V- N./A .16. /2 A PP50 PA*0_P -'OOVI 450t
,�24•o3A1
.0I crviL ENGMEERNIG LAND PLANNING �SUf�'GEYiYCT
41 -C)-89•
III, d
MIM Awor/w/.z AZOV
711(: jIg 7 44712.r j?-;?/ PREPARED UNDER JrHE SUPERVISION OF 'J�.'OF 9'
It .0
v&vl-5Hp P&_1Em7Z0,V /.004-�WJI c01v117R'4C-
4'
770,V VOMI, y1v le X.
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6 V,,�Iof /of 7107 -fe C. --DATE-
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