HomeMy WebLinkAboutDebra J Smith S 066-87New Facilities for: DEBRA J. SMITH Interior Design
4629 orthwestern Dr. Zionsville, In. 46077
W. 106th ST.
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a► PA LOT 10
N STERN
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W. 96th ST ", 3
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notes.
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1. Soil Clasification - BROOKSTON CROSBY
2. PARKING CALCULATION:
561 s.f. warehouse area @ 400 s.f./ parking space
= 1.4 spaces :: USE 2 SPACES
2239 s.f. office area @ 200 s.f./ parking space
= 11.2 spaces :: USE 12 SPACES
TOTAL PARKING SPACES REQUIRED 12.6 USE 14
3. SEPTIC FIELD CALCULATION:
Method 1.
5 employees @ 15 gal./day = 75 gal./day
75 gal./day x 2.5 perc. coefficient = 187.5s.f.
187.5 s.f. - 3'wide= 63 ft. field required.
Method 2.
2,800 s.f. x 0.1 gal./day = 280 gal./day
280 gal./day x 2.5 perc. coefficient = 700 s.f.
700 s.f. t 3' wide = 233 l.f. required.
DESIGN BASED ON METHOD 2.
4. Legal Drain on Northwestern Drive is shown shaded.
EROSION CONTROL:
A temporary seeding mixture in the areas of where stripping of
fills have been graded shall be seeded for silt erosion protection.
After grading all construction areas are to be seeded as follows:
A. Swale seeding: Seed and fertilize within construction limits
with 5#/Acre "Redtop" grass, 20#/Acre "Rye Grass", 20#/Acre "Blue
ggrass 25#/Acre Fescue and 600#/Acre 12-12-12 Fertilizer.
B. Cut/Fill Seedingg Along Paved Areas): Seed and fertilizewith
25#/Acre "Fescue" ZOO/Acre "Rye Grass", 15#/Acre "Bluegrass and
600#/Acre 12-12-12 fertilizer.
C. Seeded areas shall have a suitable mulch applied for EROSION
AND SILT CONTROL. Mulch may be straw, shredded hardwood or erosion
control mat.
D. Contractor's Option: Construction Areas requiring Erosion
Control may be Hydroseeded in accordance with above Seed and
Fertilizer Specifications.
/y'PLANTING SCHEDULE
9 each Spirea required private hedge,
4 each Upright Yews Evergreen required,
install Blue Rug .Juniper in area east of
service drive between building and
drainage swale.
,r
index of drawings
W
17
SHEET #1
SITE, PLAN
).D ACRE
SST #2
FOUNDATION PLAN
3
S� g
Zi
,
FLOOR PLAN
FRONT ELEVATION
rzcu 4 rre
SHEET #5
SHEET #6
REAR ELEVATION
I
notes.
`i
1. Soil Clasification - BROOKSTON CROSBY
2. PARKING CALCULATION:
561 s.f. warehouse area @ 400 s.f./ parking space
= 1.4 spaces :: USE 2 SPACES
2239 s.f. office area @ 200 s.f./ parking space
= 11.2 spaces :: USE 12 SPACES
TOTAL PARKING SPACES REQUIRED 12.6 USE 14
3. SEPTIC FIELD CALCULATION:
Method 1.
5 employees @ 15 gal./day = 75 gal./day
75 gal./day x 2.5 perc. coefficient = 187.5s.f.
187.5 s.f. - 3'wide= 63 ft. field required.
Method 2.
2,800 s.f. x 0.1 gal./day = 280 gal./day
280 gal./day x 2.5 perc. coefficient = 700 s.f.
700 s.f. t 3' wide = 233 l.f. required.
DESIGN BASED ON METHOD 2.
4. Legal Drain on Northwestern Drive is shown shaded.
EROSION CONTROL:
A temporary seeding mixture in the areas of where stripping of
fills have been graded shall be seeded for silt erosion protection.
After grading all construction areas are to be seeded as follows:
A. Swale seeding: Seed and fertilize within construction limits
with 5#/Acre "Redtop" grass, 20#/Acre "Rye Grass", 20#/Acre "Blue
ggrass 25#/Acre Fescue and 600#/Acre 12-12-12 Fertilizer.
B. Cut/Fill Seedingg Along Paved Areas): Seed and fertilizewith
25#/Acre "Fescue" ZOO/Acre "Rye Grass", 15#/Acre "Bluegrass and
600#/Acre 12-12-12 fertilizer.
C. Seeded areas shall have a suitable mulch applied for EROSION
AND SILT CONTROL. Mulch may be straw, shredded hardwood or erosion
control mat.
D. Contractor's Option: Construction Areas requiring Erosion
Control may be Hydroseeded in accordance with above Seed and
Fertilizer Specifications.
/y'PLANTING SCHEDULE
9 each Spirea required private hedge,
4 each Upright Yews Evergreen required,
install Blue Rug .Juniper in area east of
service drive between building and
drainage swale.
,r
index of drawings
17
SHEET #1
SITE, PLAN
SST #2
FOUNDATION PLAN
RELEASED FOR CONSTRUCTION
SHEET #3
SREET #4
FLOOR PLAN
FRONT ELEVATION
rzcu 4 rre
SHEET #5
SHEET #6
REAR ELEVATION
OF COMM
SIDE ELEVATIONS
P
``41TY DEVELOPMENT
CITE � �, RMEL
INDIANA
SHEET #7 SECTIONS
SHEET #8 ROOF FRAMING PLAN
(844) 643,E
SHEET #9
MECHANICAL PLAN
1A, L�
SHEET#10 ELECTRICAL PLAN
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SITE
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PROJECT PROJECT I„ OCAT ION
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C.M.A*
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4/27/87
RAPPAMETfff•
PARK NORTHWESTERN
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general contractors
CARMEL, i ti .
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M �R
DATE :
DRAWING PREPAIRED FOR:
Si,� P ; r .
CORnORATIONAEVI$IONS
Debra .1. Smith
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a lro�c 61 t • do :vile In 4077
Interior Design
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FRONT Elevation
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„.New Facilities for: DEBRA J. SMITH Interior Design o LVJ
4629 Northwestern Dr. Zionsville, In. 46077
Seuage Ol�nocal tyctnm tpbelfleat ion ® ! /C
i. Required absorption field systema W, 106th ST.
a. 3' wde trench (see cross section)
o. B' minimum spacing -center of the to center of the
C.300 Iln, feet plus O feet end loops of absorption line X
2• 15oOgal• septic tank minimum with access riser PARK - m 10 `EX1' TiP+ice
3. Soil pipe specifications:
a. 4” ASTM -D 1785 Schedule 40 solid plastic Insldo line, from ^f NORTHWESTERN. } RE HYDRANT
building to tank and from tank to first distribution box. > �f t{
C�3 p
b. 4" sealed plastic pipe (ASTM -0 3034) from distribution box to U) y
dlstrlbution Dox and from distribution box to absorption
field. ' t
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C. All Hamilton County and State of Indiana Standards to apply. Q' "Al \tb
GENERAL NOTES: ��\ _..i_ W. 96th ST. ) 3
1. After system is Instal led and before backfilling, the Uff {ce of ricm Cq- -h - 1-465
Bruce Hamilton of Hamilton County Health COLLEGE
Department (773-0132) will be called for final Inspections. \ACL
Request for "Final Inspection" will require a 24 hour notice to PARK 1 1;
the above offices. �'
2. Construction of septic system will be done when the soils aro � 4
dry. OQ i \
3. System as designed and shown Is done with the Intention of the
system being installed at minimum depths,
4. No clev fill material will be placed over absorption field. W. 86th ST_
Natural ground line to remain as much as possible. P N
5. Finish grading over absorption field will be done to obtain -
positive surface drainage away from field. Any finish grading
done In area of absorption field will be done with light 3
equipment. AREA PLAN
6. No construction traffic to be allowed In area of absorption-
}leld. 1 I
7. All :;sorption field fingers to be placed at minimum dopths to
keepsystem In more r. q'' -F L0
Y permeable soils.
8. Existing contour lines shown shou I d be ver I f I ed before AS P N A LT SE Rv 1 E D R.1 v It o
construction begins. Design shown Is based on contours shown, / �• 1 Y CONAENSINL N
q 1N i L0%-ZWV,lO {
SOIL TYPE IN AREA Of ABSORPTION FIELD IS 'BPGYJt'J7OiV/Cko�F3Y r. I A —
3
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— EARTH BACKFILL
EzISTIr,G WIA'„i
PROJECT LOCATION
LOT 10
PARK NORTHWFSTERN
CARMFI. , i .A .
,�-�-x_11-.�.�
Fu+uSn
GRADE
DRAWING PREPAIRED FOR:
Debra J. Smith
Interior Design
REVISIONS
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r- FINISH GRADE
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--- FENCE WA"5 To
4 x4__ -A -KT D. C(•?�Jfl �, PAtt-�iRN
z xe �ATe rdks b,
(NC,— <t- t�WK FOR GLAcRtTY)
x?' cCA
i{ FENCE BOARiC 7_
-To-
LM SCAT tN
d --- CONIC. P7iA
C { Z x4R cc -A iRTA
- 80"00A 1� 10'1t40 -
_._v MINT
rt 4"C.ONC• SLAI5
_ 4//(rX 4/I CKI t4?
wtr. Wlc)c]fM
TO its
notes.
1. Soil Clasification - BROOKSTON CROSBY
2. PARKING CALCULATION:
561,s.f. warehouse area @ 400 s.f./ parking space
1.4 spaces :: USE 2 SPACES
2239 s.f. office area @ 200 s.f./ parking space
= 11.2 spaces :: USE 12 SPACES
TOTAL PARKING SPACES REQUIRED 12.6 USE 14
3. SEPTII! FIELD CALCULATION:
Method 1.
5 employees @ 15 gal./day = 75 gal./day
75 gal./day x 2.5 perc. coefficient = 187.5s.f.
187.5 s.f. t 3'wide= 63 ft. field required.
Method 2.
2,800 s.f. x 0.1 gal./day = 280 gal./day
280 gal./day x 2.5 perc. coefficient = 700 s.f.
700 s.f. - 3' wide = 233 l.f. required.
DESIGN BASED ON METHOD 2.
4. Legal Drain on Northwestern Drive is shown shaded.
EROSION CONTROL:
A temporary seeding mixture in the areas of where stripping of
fills have been graded shall be seeded for silt erosion protection.
After grading all construction areas are to be seeded as follows:
A. Swale seeding: Seed and fertilize within construction limits
with 5#/Acre ItRedtop" grass, 20#/Acre "Rye Grass", 2041/Acre "Blue-
grass", 25#/Acre "Fescue" and 60041/Acre 12-12-12 Fertilizer.
B. Cut/Fill Seedingg Along Paved Areas): Seed and fertilize with
25#/Acre "Fescue" 204/Acre "Rye Grass", 1541/Acre "Bluegrass" and
600#/Acre 12-12-12 fertilizer.
C. Seeded areas shall have a suitable mulch applied for EROSION
AND SILT CONTROL. Mulch may be straw, shredded hardwood or erosion
control mat.
D. Contractor's Option: Construction Areas requiring Erosion
Control may be Hydroseeded in accordance with above Seed and
Fertilizer Specifications.
3'PLANTING SCHEDULE
9 each Spirea required private hedge,
4 each Upright Yews Evergreen required,
install Blue Rug Juniper in area east of
service drive between building and
drainage swale.
` p4 1 )
1 el
tl
c _ C.M.A.
r general contractors
Site Plan. P � \, ifp.o.
COR ORATION
30'- Obox 612 ► z1onsville, In. 460T7
a
index of drawings
SHEET #1 SITE PLAN
SHEET #2 FOUNDATION PLAN
SHEET #3 FLOOR PLAN
SHEET #4 FRONT ELEVATION
SHEET #5 REAR ELEVATION
SHEET #6 SIDE ELEVATIONS
SHEET #7 SECTIONS
SHEET #8 ROOF FRAMING PLAN
SHEET #9 MECHANICAL PLAN
SHEET#10 ELECTRICAL PLAN
SITF. 1)1,AN
err
"Lw COURSE WASHED GRAVEL
(' (' � t Sty,• ..,«. Imo, r« �
" I " q PERFORAYCD PLASTIC PIPE
PROJECT LOCATION
LOT 10
PARK NORTHWFSTERN
CARMFI. , i .A .
,�-�-x_11-.�.�
APPROVED BY •
IRIGID)
DRAWING PREPAIRED FOR:
Debra J. Smith
Interior Design
REVISIONS
--- FENCE WA"5 To
4 x4__ -A -KT D. C(•?�Jfl �, PAtt-�iRN
z xe �ATe rdks b,
(NC,— <t- t�WK FOR GLAcRtTY)
x?' cCA
i{ FENCE BOARiC 7_
-To-
LM SCAT tN
d --- CONIC. P7iA
C { Z x4R cc -A iRTA
- 80"00A 1� 10'1t40 -
_._v MINT
rt 4"C.ONC• SLAI5
_ 4//(rX 4/I CKI t4?
wtr. Wlc)c]fM
TO its
notes.
1. Soil Clasification - BROOKSTON CROSBY
2. PARKING CALCULATION:
561,s.f. warehouse area @ 400 s.f./ parking space
1.4 spaces :: USE 2 SPACES
2239 s.f. office area @ 200 s.f./ parking space
= 11.2 spaces :: USE 12 SPACES
TOTAL PARKING SPACES REQUIRED 12.6 USE 14
3. SEPTII! FIELD CALCULATION:
Method 1.
5 employees @ 15 gal./day = 75 gal./day
75 gal./day x 2.5 perc. coefficient = 187.5s.f.
187.5 s.f. t 3'wide= 63 ft. field required.
Method 2.
2,800 s.f. x 0.1 gal./day = 280 gal./day
280 gal./day x 2.5 perc. coefficient = 700 s.f.
700 s.f. - 3' wide = 233 l.f. required.
DESIGN BASED ON METHOD 2.
4. Legal Drain on Northwestern Drive is shown shaded.
EROSION CONTROL:
A temporary seeding mixture in the areas of where stripping of
fills have been graded shall be seeded for silt erosion protection.
After grading all construction areas are to be seeded as follows:
A. Swale seeding: Seed and fertilize within construction limits
with 5#/Acre ItRedtop" grass, 20#/Acre "Rye Grass", 2041/Acre "Blue-
grass", 25#/Acre "Fescue" and 60041/Acre 12-12-12 Fertilizer.
B. Cut/Fill Seedingg Along Paved Areas): Seed and fertilize with
25#/Acre "Fescue" 204/Acre "Rye Grass", 1541/Acre "Bluegrass" and
600#/Acre 12-12-12 fertilizer.
C. Seeded areas shall have a suitable mulch applied for EROSION
AND SILT CONTROL. Mulch may be straw, shredded hardwood or erosion
control mat.
D. Contractor's Option: Construction Areas requiring Erosion
Control may be Hydroseeded in accordance with above Seed and
Fertilizer Specifications.
3'PLANTING SCHEDULE
9 each Spirea required private hedge,
4 each Upright Yews Evergreen required,
install Blue Rug Juniper in area east of
service drive between building and
drainage swale.
` p4 1 )
1 el
tl
c _ C.M.A.
r general contractors
Site Plan. P � \, ifp.o.
COR ORATION
30'- Obox 612 ► z1onsville, In. 460T7
a
index of drawings
SHEET #1 SITE PLAN
SHEET #2 FOUNDATION PLAN
SHEET #3 FLOOR PLAN
SHEET #4 FRONT ELEVATION
SHEET #5 REAR ELEVATION
SHEET #6 SIDE ELEVATIONS
SHEET #7 SECTIONS
SHEET #8 ROOF FRAMING PLAN
SHEET #9 MECHANICAL PLAN
SHEET#10 ELECTRICAL PLAN
SITF. 1)1,AN
DRAWN BY: DLA
PROJECT LOCATION
LOT 10
PARK NORTHWFSTERN
CARMFI. , i .A .
DA 4/27/87
APPROVED BY •
DATE
DRAWING PREPAIRED FOR:
Debra J. Smith
Interior Design
REVISIONS
-/3/87 '
.
i