HomeMy WebLinkAbout020-99DP/021-99SP Site G-D-EC Plan20' BLDG.
o SET BACK
I
O
PROPOSED '-
NEW R/W
EXIST.
R/W FUTURE 5' CONC.
WALK BY OTHERS 20' S & U. E/
(PER PLAT)
O PROPOSED NEW
0 5 CONC. WALK
1
0
1
R/W
GENERAL NOTES
A. THIS CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS
IT AND SHALL MAKE ROUGH AND /OR FINISHED GRADING
ADJUSTMENTS AS NECESSARY TO SUIT FINAL CONDITIONS
SHOWN HEREON.
B. TREES, STUMPS, BRUSH AND DEBRIS SHALL BE REMOVED
BY THE CONTRACTOR (UNLESS OTHERWISE NOTED) BEFORE
GRADING.
C. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE
CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNER
OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED.
THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS
OR ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK
IS STARTED OR RESUMED.
D. NO ROOF DRAINS, FOOTING DRAINS AND /OR SURFACE
WATER DRAINS MAY BE CONNECTED TO THE SANITARY
SEWER SYSTEM, INCLUDING TEMPORARY CONNECTIONS
DURING CONSTRUCTION.
E. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUBGRADE
PRIOR TO PAVING.
F. ALL PIPE OR DRAINAGE STRUCTURES IN TRENCHES UNDER
PAVED SURFACE SHALL BE BACKFILLED WITH GRANULAR
MATERIAL AND COMPACTED BY APPROVED METHODS.
G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL STATE, CITY, AND COUNTY PERMITS AND PAYING ALL
COST THEREOF.
H. EXISTING UTILITIES ARE SHOWN APPROXIMATE ONLY.
CONTRACTOR SHALL VERIFY LOCATION, SIZE, MATERIAL
AND DEPTH WITH RESPECTIVE OWNERS AND SHALL
PROTECT THE UTILITIES AT ALL TIMES.
STORM WATER DETENTION POND
(LAKE #2)
NORMAL POOL ELEV.= 833.0'
100 YR. FLOOD ELEV.= 840.2'
I. GRADE BETWEEN FINISH ELEVATIONS AND CONTOURS SHOWN
AND THOSE EXISTING ELEVATIONS, CONTOURS OR PAVING
WHICH ARE TO REMAIN UNDISTURBED, IN SMOOTH PARABOLIC
CURVES. PROVIDE SMOOTH TRANSITIONS FROM NEW GRADES
TO EXISTING GRADES AT POINT OF JOINING. SLOPE ALL NEW
WORK TO ASSURE DRAINAGE FROM BOTH NEW AND EXISTING
SURFACES WITHOUT PONDING.
J. MATCH THE LEVELS OF NEW PAVING TO THOSE OF EXISTING
PAVINGS AT POINTS WHERE THEY MUST JOIN UNLESS OTHERWISE
SHOWN. MINOR ADJUSTMENTS MAY BE MADE TO FINISH
ELEVATIONS SHOWN AS REQUIRED TO ACCOMPLISH SUCH
MATCHING.
K. THE CONTRACTOR SHALL INSTALL AND /OR CAUSE TO BE
INSTALLED ALL EXTERIOR UTILITIES AND SHALL PAY ALL
COSTS AND FEES NOT BORNE BY THE LOCAL UTILITIES.
ALL AS NECESSARY TO PROVIDE COMPLETE NEW UTILITY
SERVICES AS PER THE REQUIREMENTS AND STANDARDS OF
THE RESPECTIVE UTILITY COMPANIES.
L. WHERE WATER LINES AND SANITARY SEWERS CROSS AND
WATER LINES CANNOT BE PLACED ABOVE THE SEWER
WITH A MINIMUM OF 18 INCHES VERTICAL CLEARANCE, THE
SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE
CAST IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET
OF THE WATER LINE.
M. SEE ARCHITECTURAL FOUNDATION PLANS FOR ACTUAL BUILDING
DIMENSIONS.
N. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
FOR EROSION PROTECTION IN ACCORDANCE WITH THE
SCHEDULE AND RATE INFORMATION DETAILED.
0. ALL FINISHED AREAS WITH A SLOPE GREATER THAN 10%
SHALL BE PROVIDED WITH AN EROSION CONTROL BLANKET
AS DETAILED.
METAL END SECTION
INV. EL = 833.40'-
co
co
e
0
Q
INLET NO. 4 -J
T/C= 840.67'
INV. W= 835.89'
INV. S= 835.75'
y~HMEL DRIVE
IL
10 BLDG.
SET BACK
S.W.D.P.
TOC SF To /
42.37 41.95
41.45 ► /'
/
/
/
/
SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN 4 Z
SCALE: 1" = 30'
021/1"
/
i .
FUTURE 5' CONC.
WALK (BY OTHERS)
PLAN NOTES:
10 SAW CUT EXISTING CONCRETE ROLL CURB AND START
NEW CONCRETE ROLL CURB WITH AN EXPANSION JOINT.
SEE DETAIL.
O REMOVE EXISTING CONCRETE ROLL CURB.
3O PROVIDE NEW 5' CONCRETE SIDEWALK ALONG AND
ADJACENT TO THE PROPOSED RIGHT -OF -WAY. SEE
DETAIL.
O PROPOSED NEW CONCRETE ROLL CUR. SEE DETAIL.
O PROPOSED NEW STRAIGHT CONCRETE CURB. SEE DETAIL.
6O PROPOSED NEW INTEGRAL CONCRETE CURB AND SIDEWALK.
SEE DETAILS.
O PROVIDE NEW CONCRETE HANDICAP RAMP FOR SIDEWALK
ACCESS. SEE DETAIL.
O DEPRESS PROPOSED NEW CONCRETE ROLL CURB TO BE
SUITABLE FOR A NEW CONCRETE HANDICAP RAMP BY
OTHERS.
9O PROPOSED NEW 6" CONCRETE PAD FOR DUMPSTER
STORAGE. SEE DETAIL. SEE ARCHITECTURAL PLANS FOR
EXACT DIMENSIONS.
10 TYPICAL DOWNSPOUT AND DOWNSPOUT CONNECTION TO
A 6" DIAMETER HDPE PIPE STORM LATERAL COLLECTOR.
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DETAILS.
G PROPOSED NEW ASPHALT HANDICAP RAMP. SEE DETAIL.
12 STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL.
13 HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL.
14 CORRUGATED POLYETHYLENE PLASTIC PIPE (HDPE).
AASHTO M294, TYPE S. WITH SMOOTH WATERWAY AND
GASKETED JOINTS. (TYPICAL)
15 24'WD X 50'LG STABLE CONSTRUCTION ENTRANCE
ACCESS DRIVE CONSISTING OF A MINIMUM OF 6"
ISHD #2'S.
LEGEND
Exist. Contour
Proposed Contour (Add 800')
Exist. Spot Elevation
42.55 Spot Elevation (Add 800')
FL /M.S. /TOC Flowline /Match Existing /Top of Curb
Drainage Divide
0.50%
EL
— — — -�
Proposed Swale (Street
or Lot) w /Slope
Existing Force Main
W
>
Existing Sanitary Sewer
Q —
Existing Gas Line
Q
Z o z
Existing Buried Telephone Line
Q Q
Existing Water Line
J wz
Existing Storm Sewer
— /
Proposed Storm Sewer
S
Proposed Bldg. Storm Lateral Collector
,D SF
Fence
Ej-- lop Straw Bale Drop
Inlet Protection
Direction of Drainage
Proposed Concrete Walk /Pavement
Proposed Heavy Duty Asphalt Pvmt Section
EL
W
>
(n"
C J
Q —
W
Q
Z o z
_Q
Q Q
U
J wz
O
C/-)
— U�
Q
Q � m
U W
w
W
-7:�i
Q
0
w Ln U
o
-�
0
W
Q
U
R -q CX--o
IRS Q
? U
Q
(n U
j
Of W
LLJ w
O
Z
0
z
w
O
U
V
Z Q
Z
=
O
—
w
O
Z
cc
�
O
L1J
U
p
Ld Q
Q
-j a
C11
W
Lil
m
Q
O .
Z
Q
Z
O U
w
Z
p
Q
♦cc
V
0
W
H
CO
p
1`0
rn
rn
rn
m
m
:2
•-
0)
w
Q
Z
Q
LLI
U
3
O
U
aj
X
w
�
V)
z
z
o
w
CL
U
W
U
f-
z
0
w
Q
O
L�
p
�
o
U
z
rn
Ldrn
Q
I
rb
0
I
0
o-
OB E R/
�
�I \\ 4' 4,.0.0....•• FS ��
�� ••' 3IT ••. - ��i
7
No. 13968
�` �• STATE
� ••••.•� <W i 4,
%O VI AN .•v
i � 4,000..• � ��
r /!!1 111
SHEET