Healthy Livonia Greenhouse_2019 1219.pdf
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- Solicitation number
- RFP LPS 200000001050 3
- Issued by
- Wayne County, Michigan
About this file
This is an architectural site plan document prepared by OHM Advisors for the City of Livonia, Michigan, detailing the Healthy Livonia Greenhouse project at Garfield School located at 34000 Plymouth Road, Livonia, MI 48150. The project encompasses the construction of a 30' x 50' greenhouse structure with associated site improvements including raised planters measuring 6' x 12' x 3' in height with minimum 6-foot spacing, proposed orchard trees (species and size to be determined), compacted gravel aisles, and landscaping elements. The site plan indicates approximately 1,450 square feet of proposed bioswale for stormwater management, with connections to existing storm sewer infrastructure via a 6-inch PVC line. The document was prepared under the supervision of Ben Weaver, PLA, with project number 0090-18-0080 and is dated December 17, 2019.
The design includes specifications for raised planter construction utilizing cedar framing with corrugated stainless steel side walls, EPDM rubber liners with weep holes, and pressure-treated posts set in concrete footings to a depth of 2 feet 6 inches to frost line. Drainage infrastructure consists of perforated drain pipe systems, overflow drain structures, and a rain garden detail with open-graded aggregate and permeable geotextile liner. The site plan indicates existing gravel parking areas to remain with edge delineation and shows connections for water service and gas service to the greenhouse. All materials require contractor submission of samples for engineer review and approval prior to installation, with final specifications to be determined by the project owner. The document contains four detailed construction sheets providing planter details, tree planting specifications, bioswale details, and rain garden seed mix specifications.
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INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
2 SITE PLAN
3 SITE DETAILS
34000 Plymouth Road | Livonia, MI 48150 p (734) 522-6711 | f (734) 522-6427
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PROJECT
LOCATION
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%%ULOCATION MAP
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CITY OF LIVONIA, MICHIGAN
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GARFIELD SCHOOL GREENHOUSE
AutoCAD SHX Text P:\0000_0100\0090180080_Healthy_Livonia_Greenhouse\Drawings\PLN_UD\Sheets\SITE.dwg
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SHEET NO.
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BEN WEAVER, PLA
AutoCAD SHX Text Registration No.
AutoCAD SHX Text Date
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REVISIONS
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PREPARED UNDER THE SUPERVISION OF:
http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text 0090-18-0080
AutoCAD SHX Text 12/17/19
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WAYNE COUNTY
SCH. 40 PVC, 6" CONNECTION
TO EXISTING STORM SEWER
PERFORATED DRAIN
PIPE IN SOCK, TYP.
PROPOSED BIOSWALE
(±1,450 SF)
GREENHOUSE FLOOR
DRAIN OUT FLOW
PR. GAS SERVICE
OVERFLOW DRAIN
STRUCTURE, TYP.
6' COMPACTED GRAVEL
AISLES, TYP. (REGRADE &
PREP EXISTING GRAVEL,
AS REQ'D)
PROPOSED RAISED
PLANTERS, TYP. (6'x12'x3'
HT.; MIN. 6' SPACING)
EXISTING GRAVEL PARKING
AREA TO REMAIN
EXISTING PARKING
AREA TO REMAIN
EDGE OF EXISTING
GRAVEL PARKING
AREA, TYP.
PROPOSED ORCHARD TREES
(SIZE & SPECIES TBD).
EXISTING STORM
SEWER INLET
EXISTING STORM SEWER
CONNECTION
PR. WATER SERVICE
PROPOSED GREENHOUSE
(30' x 50', TYP., SEE ARCH.
PLANS)
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ARCHITECTS ENGINEERS PLANNERS
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P 734-522-6711 | F 734-522-6427
34000 PLYMOUTH ROAD
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1x6 CEDAR CORNER PIECE, TYP.
2x4 HORIZONTAL CEDAR BEAMS, (TOP & BOTTOM OF PLANTER, TYP.)
" x
" CORRUGATED STAINLESS
STEEL SIDE WALL, TYP.
EPDM RUBBER LINER (WITH WEEP
HOLES PERFORATED IN THE
BOTTOM ON 12" CENTERS)
4x4 POSTS (PRESSURE TREATED, SET IN CONCRETE FOOTING)
PLANTING SOIL
8"
2x8 CEDAR CAP, TYP.
12'-0"
GALVANIZED LAG BOLTS, TYP.
T O
F
R O
S T
T
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PLANTING SOIL
FINISHED GRADE
FINISHED GRADE
1x6 CEDAR CORNER PIECE, TYP.
GALVANIZED LAG BOLTS, TYP.
2x8 CEDAR CAP, TYP.
" x
" CORRUGATED STAINLESS
STEEL SIDE WALL, TYP.
PROPOSED PLANTINGS, TYP.
SCALE: 1/2" = 1'-0"
PLANTER DETAIL
12" 12"
TOP PLAN
END SECTION
ELEVATION (TYP.)
NOTES:
1. ALL HARDWARE TO BE HOT DIPPED GALVANIZED AND SIZED APPROPRIATELY.
2. CORRUGATED STEEL SIDE PANELS SHALL BE FASTENED TO HORIZONTAL (2x4) CEDAR
BEAMS FOR SUPPORT. FASTENERS SHALL BE SPACED NO MORE THAN 6" ON CENTER.
3. FASTEN CORRUGATED STEEL PANELS TO VERTICAL (1x6) CORNER PIECES FOR ADDITIONAL
SUPPORT AS NECESSARY.
4. ALL CEDAR SHALL BE STAINED IN A NATURAL COLOR AS DETERMINED BY OWNER.
5. ALL CORRUGATED STEEL SHALL BE GALVANIZED.
6. PLANTERS ARE INTENDED TO HAVE AN OPEN BOTTOM. THE EPDM LINER SHALL BE USED TO
SEPARATE THE EXISTING GRADE FROM THE PLANTING MIX TO BE USED IN THE PLANTERS
" WEEP HOLES SHALL BE INCORPORATED ALONG THE GROUND PLANE ON 12" CENTERS).
7. PLANT SPECIES TO BE DETERMINED BY OWNER.
2x4 HORIZONTAL CEDAR BEAMS, (TOP & BOTTOM OF PLANTER, TYP.)
T
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1x6 CEDAR CORNER PIECE, TYP.
4x4 POSTS, TYP. (PRESSURE
TREATED)
GALVANIZED LAG BOLTS, TYP.
2x8 CEDAR CAP, TYP.
EPDM RUBBER LINER (WITH WEEP
HOLES PERFORATED IN THE
BOTTOM ON 12" CENTERS)
" x
" CORRUGATED STAINLESS
STEEL SIDE WALL, TYP.
2x4 HORIZONTAL CEDAR BEAMS, (TOP & BOTTOM OF PLANTER, TYP.)
PLANTING
SOIL
CONCRETE FOOTING, TYP.
FINISHED GRADE
12" 12"
FRONT SECTION
LEAVE BOTTOM OF POST EXPOSED
FROM CONCRETE FOOTING, TYP.
COMPACTED GRAVEL, TYP.
3' x 3' PLANTING
SECTIONS FOR
VARYING SPECIES
4x4 POSTS, TYP.
(PRESSURE TREATED)
12"
1x6 CEDAR CORNER PIECE, TYP.
4x4 POSTS, TYP. (PRESSURE
TREATED)
GALVANIZED LAG BOLTS, TYP.
2x8 CEDAR CAP, TYP.
EPDM RUBBER LINER (WITH WEEP
HOLES PERFORATED IN THE
BOTTOM ON 12" CENTERS)
" x
" CORRUGATED STAINLESS
STEEL SIDE WALL, TYP.
2x4 HORIZONTAL CEDAR BEAMS, (TOP & BOTTOM OF PLANTER, TYP.)
CONCRETE FOOTING, TYP.
LEAVE BOTTOM OF POST EXPOSED
FROM CONCRETE FOOTING, TYP.
COMPACTED GRAVEL, TYP.
NOTES:
1. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INSTALLATION.
2. FINAL TREE STAKING PLACEMENT TO
BE APPROVED BY OWNER.
3. DO NOT HEAVILY PRUNE THE TREE AT
PLANTING. PRUNE ONLY CROSSOVER
LIMBS, CO-DOMINANT LEADERS, AND
BROKEN OR DEAD BRANCHES. SOME
INTERIOR TWIGS AND LATERAL
BRANCHES MAY BE PRUNED,
HOWEVER, DO NOT REMOVE THE
TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
4. MARK THE NORTH SIDE OF THE TREE IN
THE NURSERY, AND ROTATE TREE TO
FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
5. IF PLANT IS SHIPPED WITH A WIRE
BASKET AROUND THE ROOT BALL, CUT
THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN (8 IN.) INTO PLANTING
HOLE.
6. REMOVE ALL TWINE, ROPE, WIRE AND
BURLAP FROM TOP HALF OF ROOTBALL.
7. SET TREE PLUMB IN PLANTING PIT.
8. EACH TREE MUST BE PLANTED SUCH
THAT THE TRUNK FLARE IS VISIBLE AT
THE TOP OF THE ROOT BALL. TREES
WHERE THE TRUNK FLARE IS NOT
VISIBLE SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT BALL
WITH SOIL.
SEE TABLE
EQ.
EQ.
PLANT PIT
UP TO 48"
OVER 48"
BALL SIZE PIT WIDTH AT BOTTOM
DIA. OF BALL + 2'
1 3/4 X DIA. OF BALL
PRUNE AS SPEC'D
MAINTAIN ROOT CROWN 2" ABOVE
SURROUNDING GRADE AFTER
TRANSPLANTING OR PLANT HIGH AT
WET LOCATIONS
3" DOUBLE SHREDDED HARDWOOD
MULCH
CUT & REMOVE BURLAP FROM TOP 1/3
OF BALL & CUT WIRE BASKETS ON ALL
SIDES
4" HT. SAUCER
PLANT MIX, TYP. (USE PAY ITEM 'RAIN GARDEN
PLANTING MIX' IN RAIN GARDENS AND PAY ITEM
'PLANTING MIX' FOR MEDIAN) SEE SPECIAL
PROVISIONS FOR BLENDING INSTRUCTIONS
TREE WRAP
(OMIT FOR EVERGREENS)
ARBOR TIE
THREE 2"X4" PRESSURE TREATED PINE
STAKES, 24" LONG, SPACE EVENLY
AROUND TREE.
UNDISTURBED OR COMPACTED
AMENDED SOIL (AT FILL LOCATIONS)
STAKING PLAN
6" TRANSIATION
BLEND 50/50
EXISTING AND
NEW SOIL MIX
SCALE: 1/2" = 1'-0"
TREE PLANTING
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SEED MIX AS NOTED ON
PLAN (& HYDRO MULCH
MIXTURE PER SPECS)
M
I N
TOPSOIL, AMENDED IN
PLACE (TILLED,
HARROWED, ETC.) AS
REQUIRED. SEE
SPECIFICATIONS
SCALE: 1 1/2" = 1'-0"
RAIN GARDEN SEED MIX DETAIL
EXISTING SUBGRADE
EXISTING SUBGRADE
SEEDED LAWN
TOPSOIL, TYP.
SCALE: 1 1/2" = 1'-0"
SEEDED LAWN
SCALE: 1/2" = 1'-0"
BIOSWALE DETAIL
PROPOSED DRAINAGE STRUCTURE, TYP.;
SET RIM 6" BELOW LOWEST RAIN GARDEN
PERIMETER ELEVATION
RAIN GARDEN SEED MIX, TYP. (SEE PLAN)
EXISTING
GRADE, TYP.
WIDTH VARIES (±15'-0")
18" TYP.
C
L
RAIN GARDEN PLANTING MIX (MAX
5% CLAY, ORGANIC CONTENT 1.5%
- 3.0%) APPLIED AT 6" (MIN.) DEPTH
OPEN GRADED AGGREGATE
" DIA. TYP.)
PERMEABLE GEOTEXTILE
LINER (PER MDOT TABLE 910-1)
NOTE:
CONTRACTOR SHALL SUBMIT SAMPLES OF
ALL MATERIALS FOR ENGINEER REVIEW
AND APPROVAL PRIOR TO INSTALLATION.
FINISHED GRADE TO
BE DETERMINED
T Y
P
EXISTING
GRADE, TYP.
6" CORRUGATED POLYETHYLENE
(CPE) UNDER DRAIN PIPE IN SLEEVE
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LIVONIA, MI 48150
OF 3
/17
/20
-1 8-
-1 8-
BM
W
W
AY
NE
LIV
ON
IA
P 734-522-6711 | F 734-522-6427
34000 PLYMOUTH ROAD
http://www.ohm-advisors.com http://www.ohm-advisors.com
| Sheets and Views |
| 1 COVER |
| 2 SITE PLAN |
| 3 SITE DETAILS |
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