HomeMy WebLinkAboutSite PlanI
I
I
I
I
I
I
r,
1
PROJECT BENCHMARK
ELEVATION = 6105.4'
I
315001 /
_28643
/ /
/ _4 /
c 3 /
4.
v / O
N
/ / 2`W /° \
/ 8
20UTILITY EASEMENTAT
PER PL
V
/
I'
#EX:6113.5'±
i
ASPHALT DRIVEWAY
PROPOSED ASPHALT
20' PRIVATE ACCESS/DRIVEWAY EASEMENT
BENEFITING LOTS 20 & 21
REC. NO. 659582 (BOOK 1621 PAGE 175)
Lol UNE 1�PI-ct3-)'.
z
1
ono( (PERPLAT1\— .
N 79°04'17"
+EX:6122.51_
— FL:6120.48'
�<-----
1419° 04' 1rE —
- FL'6118 21'
„<C<
6110
OA:6118. L:6119.481
2.0% 6179
3 STEPS DOWN
4 STEPS DOWN
FL:6128'
4,FG:6 . 1.23'
1
FG:6121.85'
q15� 4 -FG: 121.35
FG:612.75'
TOC61122.25'
� 1
^ CONCRETE PATIO.
1 3—� F
+HP:6121.24'
1
\v
CONCRETE ENTRY
R20.00
—6107
611
roc:6122.3s'
PROPOSED RESIDENCE
LOT 20 -FOUR MILE RANCH
MAIN FF=6122.37' (ARCH 100'-01
REFER TO BUILDING PLANS.
TOC:6122.25'
FG:6121.75'
)
IW
N(�
tEX:6124.81t
)
)
1
ralci 4EX:6124.6't
}FG:. 21.20'
6120.80
0
80A:6118.00' -
18 LF. 2.5' TALL
BOULDER WALL.
F6:6124.87'
STEPS DOWN TO GARAGE
RE: BUILDING PLANS
I
vI
72, 1 FL 6120.6
I
FG:6 17.40
GARAGE TOC=6118.00'
REFER TO BUIILDING PLANS.
ILDIN ENVELOPE PER PLAT
579° (Ail!"
FG:6117.40'
10'
CUT / FILL CALCULATION
CUT =
-432
C.Y.
FILL=
189
C.Y.
NET=
-243
C.Y. FILL
CUT / FILL NOTES:
1. CUT / FILL QUANTITIES ARE APPROXIMATE FOR INFORMATION ONLY, THE
CALCULATION USES ASSUMPTIONS FOR DRIVEWAY SURFACE, CONCRETE SLAB
THICKNESS, GRAVEL SUB BASE THICKNESS, AND STRUCTURAL FOUNDATION.
THE CALCULATION ALSO ASSUMES ONSITE MATERIAL WILL BE USED AS FILL
UNDER SLABS WHERE NECESSARY. CONTRACTOR IS RESPONSIBLE TO
ESTIMATE ALL QUANTITIES PRIOR TO CONSTRUCTION.
2. NO CUT / FILL EXPANSION FACTORS HAVE BEEN ASSUMED.
STg 44' 3q"W
s 78G44137
VY
28.51
L
17.40' _-
6117
6
J
FL•6115.50'
N0+
LOT LINE ITIP(/
F16116 -f- b2.<
610
1
GENERAL CONSTRUCTION NOTES:
THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). EXISTING CONDITIONS ARE BASED ON AN
IMPROVEMENT SURVEY PERFORMED BY SOPRIS ENGINEERING, LLC.
2. ALL EXISTING UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS
SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE
AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION.
3. THE CONTRACTOR SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.
5. NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS
FORTY-EIGHT HOURS (OR AS REQUIRED BY UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK
ADJACENT TO THE UTILITY.
6. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS A MINIMUM OF 12" IN THE
FIRST 10' OR 3" IN THE FIRST 10' IN PAVED OR CONCRETE AREAS.
7. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO.
30
SETBACK(TYP.) PER PLAT
GRAPHIC SCALE
10 20
3>r44—
RIDGELINE PER PLAT
40
SPOT ELEVATION LEGEND
FF = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
Fl = FLOW LINE
HP = HIGH POINT
LP = LOW POINT
EX = MATCH EXISTING
EOA = EDGE OF DRIVEWAY
GB = GRADE BREAK
DRAINAGE DIRECTION/SLOPE 2.09‘
SPOT ELEVATION
( IN FEET )
1 inch = 10 ft.
PROPOSED LEGEND
7900
> > > >
-E134—FG:6360.00'
PROPOSED CONTOUR
PROPOSED CONTOUR INTERVAL
PROPOSED SWALE OR DITCH
PROPOSED STORM SEWER
PROPOSED ASPHALT
PROPOSED CONCRETE/SIDEWALK
EXISTING LEGEND
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL
EXISTING PROPERTY LINE
---- EXISTING SETBACK (XX')
EXISTING EASEMENT
0
0
LIMITS OF 40% —
SLOPE PER PLAT
0
0
0
0
v
Know what's below.
Call before you dig.
CALL 2—BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG GRADE, OR EXCAVATE
FOR 7HE MARKING OF UNDERGROUND
MEMBER UTIU71E5
S OPRIS ENGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, C081623
(970)704-0311
FAX' (970}7040313
DESIGNED BY
JPP
DRAWN BY
JPP
CHECKED BY
YTN
DATE: 05-28-2019
JOB NO. 18199
O
U fY
Z O
O
w U
LL
O O
Li_ U
0 CI
CNI
I— w
J r�
V
BUILDING PERMIT
DATE
REVISION
TITLE
GRADING & DRAINAGE
PLAN
DRAWING NO.
C-1.0