HomeMy WebLinkAboutProposed Site Plan pg11/8' ALUMINUM PANEL
SCREEN PRINT 6"50L
COLORS SELECTED 5Y LANP ARCH.
HANDICAPPED SYMBOL
p
J / /
2" SQ. ALUMINUM POST
FINISH AS PER SPECIFICATIONS
FINISH GRADE
EARTH
CONCRETE FOOTING
NOT TO SCALE
PARKING LOT
NOT TO SCALE
WHEELCHAIR RAMP
ivy
-Its's
�9,
+m'
CONCRETE RAMP 8 APRONS
RIBBED TEXTURE ON SLOPE
OF RAMP
Co" STRIPES
COLOR AS PER SPECS.
` FIRE HYDRANT 108'
NOTHWEST ON WATER MAIN
\i
STIR. 537
INLET
T .O.C. = 840.41
NE INV.= 831.31
W INV.= 838.08
T.O.G. = 840.54
NE INV.= 83(033
W INV. =ss36 to
SAN. M.H.
T.O.C. = 841.68
N INV. =829.14
BE INV. =a2aa8
NW INV. =829.02
228' - 4'_ CONC, WALK FROM
PROPOSED R/W WEST TO fe
SEE DETAIL 3 /CI
T.O.C.•841.18
NE INV.-821W
W INV.-821.63
T.O.C. =842.14
E: 828.51
W.•828.10
5 =830.99
M
3 \\
\ \ \� PROVIDE SIAMESE CONNECTION
FOR FIRE DEPARTMENT IN
LANDSCAPING ISLAND AS SHOWN
7�
SAN. M.H,
T.O.G.= 84358
N INV. =626 W
BE INV. =826.83
eye" T.O.G. = 840.50
NE INV.= 836.94
BE NV.= 836.92
NW INV. =836.79
LEGEND
INV. =826 2 00 ,rjTR 541
ST. M.H.
T.O.C.= 840.14
/ S INV. =837.43
N INV.= 831.49
STR. 540
INLET
T.O.C.= 840.70
N INV. = 836.55
y \ S INV.= 836.45
X
PROVIDE SIAMESE CONNECTION
FOR FIRE DEPARTMENT IN
LANDSCAPING ISLAND AS SHOWN
PROVIDE SIAMESE CONNECTION
ADJACENT TO WATER METER PIT
�\ FOR SPRINKLER CONNECTION
Nll�
C{�
i
STR 443
SAN. M.H.
T.O.C.•842.11
NE INV. =821DO
S INV.-82&Z1
BE INV.•828.19
T.O.C.= 840.40
BE INV. =836.98
_21' OF 18' R_C.P. NW INV. = 836.94
,w 0.10%
STIR. 5585
INLET
T.O.G. = 840.50
SW NV, 83-1.00
- PROPERTY LINE
-. TOP SOIL
PREPARED SUBGRADE
BACKFILL
TYPICAL SI1)EW,4LK SECTION
THE SPACE 5E4 -IIND THE CURB SHALL BE FILLED WITH SUITABLE MATERAIL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
5U5GRADE UNDER ALL CUFv5, SIDEWALK, AND DRIVE SHALL BE G<2-YAC:TED IN ACCORDANCE
WITH COMPACTION SPECIFICATIONS
n
lu
- - -uE - - -
UNDERGROUND ELECTRIC SERVICE LINE
Z
z
TANGENT
WATER LATERAL
�-
CURVE #1
EXISTING SANITARY SEWER
965.00'
r
EXISTING STORM 51 W -R
u2o
7g
Y
HD W
FIRE YRANT 8 ATER VALVE
�o
D
ELECTRIC TRANSFORMER
�s
\w
38.39'
24' CONCRETE CURB
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b' - ®' 15IllJEEN TR4N8VERBE JOMTB
CONCRETE PAVEMENT
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L-L II
I -[EAVY -DUTY
v
`11 cam\
LINE #1
ASPHALT PAVEMENT
p
47.54'
6' WOOD PRIVACY FENCE
X-0-
C.
I- IANDICAPED PARGINCz SPACE
O
0 • �1 �
`L
�
LIGHT -DUTY
ASP+ -IALT
�0 L0 �'�s,
■
STORM SEWER INLET
/�/�0;%
F❑
v
EXISTING FIBER OPTIC LINE
EXISTING WATER MAIN
i�
TcoM
EXIST. UNDERGROUND TELECOMMUNICATIONS
TYPICAL FOOTPRINT
GAS
BACK OF CURE
INV. =826 2 00 ,rjTR 541
ST. M.H.
T.O.C.= 840.14
/ S INV. =837.43
N INV.= 831.49
STR. 540
INLET
T.O.C.= 840.70
N INV. = 836.55
y \ S INV.= 836.45
X
PROVIDE SIAMESE CONNECTION
FOR FIRE DEPARTMENT IN
LANDSCAPING ISLAND AS SHOWN
PROVIDE SIAMESE CONNECTION
ADJACENT TO WATER METER PIT
�\ FOR SPRINKLER CONNECTION
Nll�
C{�
i
STR 443
SAN. M.H.
T.O.C.•842.11
NE INV. =821DO
S INV.-82&Z1
BE INV.•828.19
T.O.C.= 840.40
BE INV. =836.98
_21' OF 18' R_C.P. NW INV. = 836.94
,w 0.10%
STIR. 5585
INLET
T.O.G. = 840.50
SW NV, 83-1.00
- PROPERTY LINE
-. TOP SOIL
PREPARED SUBGRADE
BACKFILL
TYPICAL SI1)EW,4LK SECTION
THE SPACE 5E4 -IIND THE CURB SHALL BE FILLED WITH SUITABLE MATERAIL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH.
5U5GRADE UNDER ALL CUFv5, SIDEWALK, AND DRIVE SHALL BE G<2-YAC:TED IN ACCORDANCE
WITH COMPACTION SPECIFICATIONS
n
lu
Z
z
RADIUS
Z
z
TANGENT
CHORD
CHORD
BEARING
CURVE #1
12'57'00"
965.00'
r
117.46'
233.43'
N 36 °18'10" W
CURVE #2
LU LL
L XF
735.00'
38.39'
19.20'
38.39'
NzLiz I
// Q
b' - ®' 15IllJEEN TR4N8VERBE JOMTB
la'
375.97'
117.46'
193.58'
N 58'19'45" E
LINE #1
48' -0' BETWEEN EXPANSION JOINTS (MAX.J
I i
NOT TO SCALE
(ox6 -10/10 W.WF.
4" GRANULAR FILL
T.O.G. = 842.56
NE INV. =826DO
SW INV. =826.13
NW INV. =826.10
NOT TO SCALE
\
AC =AI T OA-IT
CURVE
OR
LINE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD
BEARING
CURVE #1
12'57'00"
965.00'
233.93'
117.46'
233.43'
N 36 °18'10" W
CURVE #2
02'59'34"
735.00'
38.39'
19.20'
38.39'
N 44 °16'27" W
CURVE #3
33 °39'29"
640.00'
375.97'
117.46'
193.58'
N 58'19'45" E
LINE #1
47.54'
S 41'30'00" W
LINE #2
40.00'
N 14'50'29" W
SANITARY SEWER NOTES
1. Sanitary Sewer construction shall conform to City ,of Carmel sewer
specifications and shall prevail as to materials and methods of
construction.
2. Sanitary sewer laterals shown w re desi ned with PVC pipe in
accordance with ASTM D -3034 (SDR 35 and slope a minimum of 2
feet/r100 feet.
3. All PVC joints shall be premolded manufactured and installed in
accordance with ASTM C -425 -6 OT.
4. Where water lines and sanitary sewer lines run parallel with one
another, a minimum of 10 feet horizontal separation shall be maintained.
5. No roof drains, footing drains and /or surface drains may be connected
to the sanitary sewer system including temporary connections during
construction.
6. Buildinqq shall be serviced by a 6" minimum sanitary sewer lateral. The
ends shall be plugged and sealed with water tight plastic disc. Wyes
are to be titled up 45 degrees from horizontal, with suitable
fittings for all changes in direction.
7. 1ilea louts Detail 7 / Sheet C4 shah be provided every 1n V lineal feet
of lateral and at each bend greater than 45 degrees.
HJ t"HV CIVICNI SPECIFICATIONS
IVJ
The paving contractor shall be responsible for the following:
1. The area to be paved shall be cleared of all rock, debris, roots and
vegetation. An approved soil sterilant shall be utilized to prevent the
growth of weeds.
2. All soft, yielding or other unsuitable materials encountered during any
phase . of subqrade construction shall be removed and replaced, with
suitable material. The replacement material shall fill the unstable area
for the entire depth of the compacted subgrade and meet the subgrade
compaction requirements. The subgrade shall be shaped to the true lines
and grade as shown on the plans.
3. The subgrade shall be compacted to 95% laboratory density as determined
by ^ASH I V Method T -99.
4. The subgrade and finish paving shall be tested by an approved testing
compan`� for Uniform smooth- ,Qc density and oracle at area OCatIOnS Went
where s own on this plan. The contractor shaIT have the project engineer
present for this testing.
5. Slope pavement 0.75% minimum to insure proper surface drainage.
6. The hot mix asphalt base may be. placed, directly on, the prepared ,subgrade
in one lift to the required compacted thickness as shown on the plans.
7. The hot mix asphalt base shall be placed in one lift to the true line and
grades as shown on the plans. The povrn fixture shall be place and
compacted at a temperature between 250° 121° C) and 300° F. 149 °C.)
8. The pavl.nlg mixture Shall be transported to the job site ill Cleans 'well- covered
trucks with smooth dump beds. Ylhe base and surface mixtures are to be
laced with self contained, power propelled pavers capable of placing the mix
O the required dimensions nc shown on the plans_
y„
9. Asphalt grade shall be determined by its ability to satisfactorily coat the
aggregate, resist ru.ttina and remain stiff during high temberatureS and
and sustain freeze /thaw cycles in addition to the considerations of
anticipated weather, mixing process and curing rate.
10. See detail sheet C4 for pavement cross - sections .
SITE NOTES
1. Site Information was taken from Keeler -Webb & Associates, dated
January 24, 1998. It is the contrctors responsibility to verify existing
site conditions prior to commencing work.
2. The contractor shall be responsible for obtaining or verifying that
all permits and approvals are obtained from the respective city,
county, and /or state agencies prior to starting construction.
3. The Plumbing contractor shall consult with the Local Water Company,
provide all materials and labor and pay all costs not borne by the
Local Water Company to provide any new water service.
4. The Plumbing contractor shall consult with the Local Gas Company,
provide all materials and labor, and pay all costs not borne by the
Local Gas Company to provide any new gas service.
5. The Electrical Contractor shall consult with the Local Power Company,
rOVlue a I u aieriala aiw abor, anu pay un
11 CvStS gnu Icca ia borne
Ey the Local Power Company to provide any new underground electrical
service.
6. The Electrical Contractor shall consult with the Local Telephone Company,
and shall provide all labor and materials required which are not borne
by the Telephone Company to provide any new telephone service.
7. Underground water main service shall be ASTM -D2241 PVC.
8. The incoming water service shall be installed with a minimum of 54"
of cover.
9. All --tility service lines shall be constructed it ordon,"e ,kith all the
latest applicable codes and to each utility's a�nd�or city s standards.
10 Use compacted granular fill when utility lines are placed under walks
and driveways.
11. Soil borinas have not been performed at this time. Pavement design
Is based on an assumed soil bearing pressure of 1500 p.s.i.
12. Provide sleeves for mechanical work as required.
13. Notify Engineer at least 1 day (24 hours) prior to placing any concrete.
14. Hreas between curbing sidewalks, paving and 'building shall be filled with
4 of topsoil suitable for landscaping.
15. See architectural sheets for exterior concrete ete specif icatiol ls.
16. See this sheet for sanitary sewer lateral specifications and requirements.
17. All edge of pavement radii are 5 feet unless otherwise noted.
18. This structure shall comply with the A.D.A. 1991.
19. Developer shall install 'Knox -Box' at location approved by fire department.
20. Site data:
Zoned M -3
PHASE 1 (755 Carmel Drive):
Lot area 3.54 Ac. +/-
Drainage Easement area 1.21 Ac. +/-
PHASE II (765 Carmel Drive):
Lot area 3.77 Ac. +/-
Drainage Easement area 1.61 Ac. +/-
Total Lot area 7.31 Ac. +/-
Total Building area 86,860 sq. ft.
Total Lot Coverage 77% (OF BUILDABLE AREA)
Customer parking 283
( 9' x 20 spaces)
Handicapped Parking 7
Total parking 290
Required parking 290
Front Yard Setback 20'
Side Yard Setback 10'
Landscaping Front Yard 15'
Landscaping Side Yard 10'
Required Front Landscaping 5,995 sq. ft.
Front Landscaping Yard 7,178 sa.. ft.
Required Loading Spaces 4
Loading Spaces 4
Maximum Building Height 50'
Proposed Building Height 38' -4"
GRAPHIC SCALE
0 30 45 Go so
( IN FEEL' )
> inch = 50 rt.
10ROPOSE D SITE PLAN
SCALE: 1 " = 50'