HomeMy WebLinkAbout3311721310037-02262016Residential
Temporary Rock Construction Exit
-15 initial length
-To front yard setback
line after backfill
• Ife41.e.
Atera*A1 .00.110 414.144;4.--• 0._,Poofgra.uspot,
-',:feitkengt•
p 4y_ Non-woven geotextile drainage 12' minimum fabric under
x
.\\
vs)''
City
ants 6" minimum thickness
1 1/2" to 3" washed rock
CO
7.0
07 0
Cl) \Existing Home GF=942.2
L
SNI 941.8
941-.8
Fi4 25/o4/ Co/Pr/roc-
GROVE ST. 939.6
MHe 939 4
13,5"Iline
942.41
14"Pin\
942.5
BENCHMARK,
WORK HOURS:
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pin Saturday TS NO WORK ON SUNDAY OR HOLIDAYS.-
Front- 30 House Side -10
1;-3-139 try7P 19) !,d , 1 { f tlidcl-rn 1 k'Qh<11-(,),)Aittt
ewitiltia, =-\\teritY.1
roposed Elev. = 0
Existing Elev.
Drainage Directions
EXISTING ELEVATIONS
A moliti • n permit provides no
Assurance f permitted future uses
onfirm p operty may be
Engines-ring fabric
Wire mesh reinforcement
(optional)
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Metal or
post WSW*?
Direction of
runoff Itnv
Inch minimum •
e • . . .• . • . •
6 inch minimum
NOW: Depending upon acottiguration. attach fabfc to wire mesh with
hog rings, stool posts with tie wires, or wood posts with staples-
Figure 62-2: Typloof inefolletion foe ant tante
Failure to install the Construction Exit before
disturbing the site soils and/or failure to
maintain.the Construction Exit will result in
enforcement action by the City.
Natural sol
-
5 I)
ALL FOR INPrf;Tir...: ---- -0-
MH 939.2
FFP.MIT
Silt Fence and Construction En43occ 03-
Foctinq -
Foundation Wall Reinforcing FND IP
Foundation Pre-backfill 940.1
Framing and Sheathing
Insulation
Lath
Drywall
Masonry Fireplaos
Final
sx- 7.5,7.4.5"
Box
946.5
Existing Home
GF=942.2
;
t,
\
-9-42-
943.3
5
24.3
25.1
13.2
I Patio
.5.3
Existing Home
-
12.2
39.0 r--
18.1
-942
--E-36:8 S438395,9'1E' --Zy
t.f.,lre Pit
-944
•
X9386
939.5
5"BircY\
/x939.1
11.5"Birch
1 4"Birch
940.8
4"' 3 \*
30"Ash
943,7
FND IP 946.8 90.71 N8843'40"W FND IP 942.6
LOT SQ. FOOTAGE =10,872 33-11r7.01.0037
BUILDING SQ. FOOTAGE = 1,827 28J41.9
BUILDING COVERAGE = 16.8% r:14. I 1157 33
3-//3 6-Kovf
inch
T THIS
F THE
)IRECT
)R ENC
Conditions of Demolition/Moving
4' construction fencing shall enclose existing basement perimeter and
\ excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried l' and spaced at a maximum 10' on center.
nA‘ Enclose stockpiled soils with properly installed silt fencing.
1(‘ Property must be restored within thirty (30) days of building
demolition/move - utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a new structure within thirty (30) days of the
building demolition/move.
6i0
Water Main
= • SCALE: 1 inch = 30 feet
MH 939:4
939.3 GROVE
939.0
FN IP 9401
Rock Const. Ent.
939.1
lat 90.0
8,9 S
938.6
939.5 —
LO
d ON
0
0 2 940.0 1
_ 944.8
C /
C-.• I/
Existing Home GF=942.2 <1.) M I
L _ _ 941.8 oor,
94.3 31
10:k
\
0 0
3.5P ine 42.4
7.5,7,4.5'
Box 946.5
942
Sif
San Sewer
Storm Sewer
Existing Home
GF=942.2
Meas. 90.71 N88'4
Plat 90.0
3'40"W
LOT SQ. FOOTAGE =10,872
BUILDING SQ. FOOTAbE = 2,426
BUILDING COVERAGE = 22.3%
Aprox. Sewer Service
Proposed Elev.
Existing Elev.
Drainage Directions
Denotes Offset Stake
945.1 Exist Home = 945.2
943.2
941.8 Drop 1'
934.5
= Verify
Front— 30 House Side —10
Rear— 25 Garage Side-10
First Floor =
Top of Block =
Garage Floor =
Basement Floor =
PROPOSED ELEVATIONS
THN 941.12
513
END IP 946.8 END P 942.6
MH 939.2
BENCHMARK,
TNH as Shown
Elev= 941.12
MIN. SETBACK REQUIREMENTS