HomeMy WebLinkAboutC301 Offsite Grading/Drainage PlanNEU
MEV
0
0
0
N
s
mmil
L F 5
I 1 1
a
x
51 (3'
3 1S
SAN
___x -I—
I k(9
s
a�
d ry.
/0
007 L
FO- -FO— 4
N
ti
co'`'
cn
t
4
I
1
I 1
I
1/1
��Aq 1 1 k I
I s
1,\
03 W I i��s
1 I I III
0
I I ID
i
p\ q
I II I 1
1 I_ I
Y 1 I��
��1 ,r. u x 1
\e•I ,II I
,,?,.1 1 1
Ix III Ij
I 1
II I I
0 I
I 1 iitt?1
I I i Il
C) I
6 co
1
•m 1I T ��'X 1
J/
1 c
ti
SD
SD
SAN
in
i
r
x
k,
AS S.9
WETLANDS
tSo
x
WT
cob
L E X
0
L E
X TC 864.02
Ex\ TO 863.84
cbg-
teli
X
4
TC 863.46
1
N
I f v!_
1
OMNI
I
I
I
I
ti
I
LEGEND
EXISTING
kb
0
1
SD
o
N
N
co
x
N
EXISTING WETLANDS
TO REMAIN UNDISTURBED
8
N
N
N
I I I I I I I i(J i9 I i 11 1 I
x
E
X TC 863.83
L EX TC 865.44
I 'SD
1
CONTOUR LINE
SPOT ELEVATION
STORM INLET
STORM MANHOLE
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
CONCRETE END SECTION
N
II i l i II II II I I I I I! II
I1 I I I I-- �k H -I- I- H fl fl 4 H -I-- H -I-- II II
I I I I` 11 1� 1 1 1 1 1 I f l! I
Jim
f
1
l
ul`3 1 I I I j/ I I I ii co I I I 1 I
i I 1 1 1 1 1 kV,..)) I j/I 1 I
incbcf/Willliv)i iiir
iPilL iiiiiin)
`2'/ in 1--- -I- 4 ---1 -1- F- --1 --I ii- 1- -1-- --F --i -I- F- -17- --4 --1 7 IT 4 -I -I- I-- -1- T
/1U 1 I 1 I 1 X I 1 I 1U) I I I I-I' I I I I U 1 I I I I
co
cb y
Ncsb 4).
--,111),-IIIIII I II
1) r 1
CONCRETE SIDEWALK
TC 863.85
EX
PROPOSED
OR
tpxtoi
N
WTR
I I kk....)) 1 y,,q, k
-F --1 I-- -I- --I- --I -I- I F- -1-
I I U I 1 I ,F
11 DD.
11
CO 17005t
865.29
862
I I
I I 1
I I A
I I
1 FUTURE D VELOPM EkV
I x ,64
I
b
0,
cb
x
1 1) 1 1 1 1 II4Di 1 II Ii Il I'ir i 'vf 1 iii'1"1 '1 r ii i n";
.„7__ i___ _i_ 4 __I -I- 1- 4- 4 -I -17; %---(1-- -i- -I- -I —I— 1---1- -1- -A -FL{ 1-
1 )11111111 U11111111/1U111\IO
ib
co
Tp 8
X i j
111111•11 1111•11111111■111•011MMI
N9131
EX
TC 866.44
EX
GENERAL NOTES
MINE MINIM,
7
H PENNSYLVANIA STREET
MONO .111111110
1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION
AND CORRECT.
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY.
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM.
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.'
6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR
SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN
SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA.
7.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR. SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET.
86 I
IP
o
EX
EX
(n)
CONCRETE SIDEWALK
UT
Co
C o
(U)
Co
II II
WIDTH VARIES
SECTION A-A
N
TEMPORARY c5x
SWALE 0 0.37%
faS215 IMAM
(n)
EROSION
CONTROL BLANKET
\VT 14 1 -4 -4 f 40... 9- 7: q) ,b4:2_c3 ;CUT :9_ 7 _UT
UT
TC 866.92
EX
TC 868.43
EX
Bea
AL—
ce) .0••••
0,
II
=71-1 Fri-
/1U eILF
0 f
FF
II II
867
868
1
tts
u) 7
tt4
186 .30
„4n)
II II
DONT
DIG
BLIND
V70
T 868.47
rr
2 870.201
I
L
868.361
Ex
UT
"HOLEY MOLEY'
o
O4O 80 120
GRAPHIC SCALE IN FEET
1-800-382-5544
CALL TOLL FREE
0
CC
0
LIJ
uj
CL o o g
0
u..
u_
0
cc
co
col
SHEET NO.
C301
cc
CD
C:1
CC
0