HomeMy WebLinkAbout7.0 Site Grading & Drainage PlanPL
Pi
D
PL PL
9 9 9
be be
PL PL
ELECTRIC
TRANSFORMER
PAD
EX. HOME
swr
wtr
P,
P-
swr
wtr
PL
_P,
PL PL
9 9 9
be be
PL PL
- Swr
LOT 10
PL PL
TELEPHONE
PEDESTAL
9
be
9 9
be be
PL PL
EL: 5359.0
L - -
EX. DRIVEWAY
HIGH POINT
EL: 5359.5
EL: 5359.0
PL PL PL
/ -
swr
wtr wtr
PL -
swr
wtr
swr
wtr
-- 0 - - -Pc
9 9 -
bbtel
g--
btel e
btel ht,
be
0
z
W
O
0
z
z
DC
0
EX. 18" CMP _
INV IN=5357.6'
FULL OF DEBRIS
PL PL 11
EX. HOME
swr
swr
O
co
- swr -
WIRE FENCE
EX. SHED
oPL-- - - -
be
btel - btPl l t ,
LOT 9
EL: 5363.87
g o
10' UTILITY
EASEMENT/R.O.W.
9 �
3e1
be
PL
9 9
PL
9
PL
GAS LINE(EXCEL)
ELECTRIC LINE (EXCEL)
TELEPHONE LINE (CENTURYLINK)
APPROXIMATE FLAG LOCATES
PL PL PL
PL
9 9 9 9 9 9
be be - be be ----- - be
bteI tit el h++1 - ht 1 titol
9 9
be
t\tO
ht9l
PL
PL
9 9 9 9
be be be
PL btel F9- bte
4' X 4'
CONCRETE
PORCH
3'X3'
CONCRETE
PAD
LOT LINE TO BE
ABANDONED
0o
EL: 5362.76
EL: 5363.26
EL: 5362.18
LOT 8
5361
-0.9%
EL: 5363.12
PROPOSED HO
FFE = 5365.70
\-EL: 5363.87
5363
.536'\
FLOW LINE OF EXISTING
ROAD SIDE DRAINAGE DITCH
- wtr -
P
wtr
P'_ -
- wtr
PL
swr
SE
EL: 5363.87
EL: 5363.37
EL: 5363.87)
0
EL: 5 63.23
-2.0%
\-EL: 5363.62
EL: 5363.37
EL: 5363.29•
swr swr
swr
EX. 6" CULINARY WATER
wtrwtr
ESTIMATED. CONTRACTOR TO
VERIN FIELD PRIOR TO CONSTRUCTION.)
PL PL
EX. DRIVEWAY
swr
wtr
SIDEWALK
EL: 5363.18
• 5363.29]
S89° 31' 19.0"W 110.000'
PI PL
EX. EDGE OF ASPHALT
swr
EL: 5363.09
EL: 5362.72
EL: 5362.39
swrEX. 8" SANITARY SEWER
wtr wtr
EX. HOME
REMINGTON STREET
wtr
EX. EDGE OF ASPHALT
PL PL
wtr
swr
wtr
PL PL
swr -
wtr -
swr
1
18" CMP
EMBEDDED 9"
wtr wtr
PL - PL
DRIVEWAY
N
0
0
0
0
LJ
0
0
0
c -
N
0
O
(f)
EL: 5361.94
EL: 5363.38
EL: 5362.99
PL PL
9
be
BOUNDARY LINE
PL PL PL
z -EL: 5362.86
F.,
PL PL
rtr
swr
w t r
LOT 7
swr swr swr
wtr wtr
PL PL
LX.
DRIVEWAY
EX. HOME
PL
PL PL
be
PL- btel
be
TELEPHONE
PEDESTALS 13)
TBXi
9 9
pp be
btLel bte.
PL PL
swr s
wtr wtr
PL
PL PL
PL s �L
PL PL
PL PL
DESCRIPTI)N
LOTS 8 ANDS, BLOCK 3, RIFLE VILLAGE SOUTH SUBDIVISION FIRST FILING, ACCORDING TO THE
PLAT THERE -f, RECORDED OCTOBER 8, 1964 IN RECEPTION NO. 227220, AT OFFICE OF THE
1-
CLERK AND €CORDER, COUNTY OF GARFIELD, STATE OF COLORADO.
swr - swr
wtr wtr
PL -PL
PL PL
swr swr
wtr wtr
PL PL
NOTES
1. STREET DDRESS: REMINGTON STREET (NOT POSTED)
2. LOCATIO OF IMPROVEMENTS AND LOT LINES BASED ON A TOPOGRAPHIC SURVEY BY KIPP
LAND SURVKING PERFORMED ON JUNE 1, 2016. A BOUNDARY SURVEY WAS NOT PERFORMED
AT THAT TIM. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE
VERIFIED BYHE CONTRACTOR ON SITE PRIOR TO CONSTRUCTION ACTIVITIES.
3. THIS PRCeRTY IS LOCATED WITHIN A DESIGNATED ZONE AO (DEPTH 1 FT, VELOCITY 4FPS)
WITH NO BAE FLOOD ELEVATION (BFE) ACCORDING TO THE FLOOD INSURANCE RATE MAP
PANEL 1353 C 1900, COMMUNITY -PANEL NUMBER 080205-1353 B, MAP REVISED JANUARY 3, 1996.
AO-SPECIALC`OOD HAZARD AREA INUNDATED BY TYPES OF 100 -YEAR SHALLOW FLOODING
WHERE DER -IS ARE BETWEEN 1.0 AND 3.0 FEET; DEPTHS ARE SHOWN, OR AREAS OF 100 -YEAR
ALLUVIAL FAI FLOODING, DEPTHS AND VELOCITIES SHOWN, BUT NO FLOOD HAZARD FACTORS
ARE DETER�;.JED.
4. RE VEGETTE ALL DISTURBED AREAS TO MINIMIZE THE POTENTIAL FOR SOIL EROSION IN THE
EVENT OF A LOOD. EVIDENCE OF INITIAL RE -SEEDING SHALL BE REQUIRED PRIOR TO ISSUANCE
OF A CER1,1TE OF OCCUPANCY.
LEGEND
663
u$63
-2.0%
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SLOPE
5563.23 PROPOSED SPOT ELEVATION
ADDRESSED COUNTY COMMENTS
an
m
(O
0
N
0)
ki000C
00
_cS
01 --a
L
N
Co
CO
•
010
Ww
0
00
0
00
LO
(Y)
0
00
11�
10
M
c
0
d
H
z
0
-63
co
W
VJ
1-
3
0
w0
Oz
Q
J - J_
>"-
W
- J
L.
ELL
Ce
U
0
m
d)
ao
1-
0
J
U
W
0
0
II
w
U
L_1_J
>-
m
LiJ
0
0
z
0
>-
c(
--
m
REVISIONS
m
m
›-
CO
W
U
W
U
0
0
APPROVED
0
0
LL
0
O 0
tU
CO L.
0
SW
Ce
(fl • 0
J
I- W
oEr-
0
r-
N I
z Q
0_O
UO
WI-
�
0
U
LTh-
W
W
0
�z
SITE GRADING AND DRAINAGE PLAN
SHEET No 2