HomeMy WebLinkAbout2901 Aileron Bldg 19820 Plans new constructions Lowe's Truss facilitySITE PLAN
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Date
Approved �
Name
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of Business�, W (:,- >
or -Type of Use
Addressbi���
e
iowner
w�i�
CHECK LIST FOR SITE PLANS:
6. SEWER
1,
ZONING
7. DRAINAGE
2.
SETBACKS
g. LANDSCAPING
3,
LOT COVERAGE
9, FENCES
4.
PARKING
<:
3_0. SIGNS
5.
WATER
4
SPECIFICATIONS a NOTES
SPECIFICATIONS 61 NOTES WATER
1.
SPECIFICATIONS 61 NOTES SANITARY
Roof drains, foundation drains or other storm water connections to the sanitary sewer
1.
SPECIFICATIONS Sr NOTES
PAVE ENT a GRADING
Quantities are only estimates and should be re -calculated by the Contractor for
1. The Contractor shall construct all storm sewer appurtenances in accordance
1. The Contractor shad lay the water line and services a minimum of 3'-0" below finished
-with F.D.O..T. Standard Specifications for Road and Bridge construction.
grade, to the top of pipe.
are prohibited.
bid submittals.
2.
Reinforced concrete pipe (R.C.P.) shall be Class III with rubber gasket joints.
2.
The Contractor shall extend the water service to a point 3'-0" from the outside of the
2.
A minimum of 18" of vertical separation shall be provided between the sanitary sewer
2.
The Contractor's bid shall be comprehensive and include all Iabor, materials and
foundation wall. A valve and box shall be installed at this location.
and water Iines. Where 18" of separation cannot be provided, or if the water line is
equipment necessary to complete the excavation and grading work in accordance with
3.
Corrugated metal pipe shall be fully bituminous coated (A.C.C.M.P.) in accordance
to be installed below the sanitary sewer the Fewer shall be constructed of ductile iron
the Plans and Specifications.
with AASHT'O M-190, and shall be installed in accordance with manufacturer's
3.
Where water lines conflict with storm and sanitary sewer the water lines shall be lowered
pipe for a distance of 10 feet on both sides of the water line crossing.
recommendations. Particular attention should be paid to the bedding aril back-
during construction.
3.
The Contractor shall locate all utilities or underground structures prior to construction
filling in 6" lifts on alternating sides of the pipe, hand tamped to eliminate voids.
3.
A minimum of 10 feet of horizontal separation shall be provided between the sanitary
and notify each respective utility owner forty-eight hours prior to commencement of
Pipe 15" to 48" diameter shall be 16 gauge with band joints supplied by the pipe
4.
There shall be a 10' minimum horizontal and 18" minimum vertical separation between
sewer and water lines.
construction.
manufacturer for the pipe used. Bands shall be O-Ring gasket type, ASTM C-443,
sanitary sewer and water lines.
and shall accept a minimum of two complete corrugations from each pipe.
4.
The sewer Contractor shall extend 6" sanitary services to within 5' of the
4.
The Contractor shall restore off -site construction areas to an equal or better condition
5.
All 3/4" water service Lines shall be P.V.C, with solvent --cement welded joints.
foundation of the specified invert elevation. The plumbing contractor shall install
than existing, prior to commencement of construction,
4.
Underdr•ains shall be installed as required on the Plan, by the Construction Manager/
a cleanout at this location.
Engineer or local regulatory agency. Even though underdrains may not be tailed for
6.
All 811water lines shall be P.V.C., cast iron mechanical joints and rubber ring slip-on
5.
The Contractor shall immediately notify the supervising Construction Manager/Engineer
on the Plans conditions encountered in the field may require installation of under-
joints.
5.
All sanitary sewer pipe shall be Y.V.C. sewer pipe conforming to ASTM D-3034 S.D.R.
if a pavement or foundation stake is disturbed.
drains. Any wet soil conditions, hard pan or suspect soil conditions encountered
35, and be installed in accordance with ASTM D-2321.
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shall be brought to the Construction Manager/Engineer's attention for further
7.
P.V.C. shall conform to ASTM D-2241 Plastic Pi (S-DR-PR, Class T) ASTM 1784, Type 1,
f Pipe
6.
The supervising Construction Manager shall approve all sub -base material and compaction
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investigation.
Grade 1, 2,000 P.S.I. design stress and be N.S.F. approved, Class 200 (SDR-21) with
6.
The Contractorshall be required to perform an infiltration or exfiltration test
in fill areas.
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markings on each section showing conformance to the above specifications. All P.V.C.
whichever is applicable. Infiltration shall not exceed 300 gallons per day per inch of
Underdrains shalt be 6" slotted corrugated polyethylene drainage tubing conforming
pipe shall bear the N.S.F. Logo for potable water. Rubber joints shall be gasketed and
diameter per mile of length, or the computed equivalent for shorter lengths of time.
7.
All elevations are based on N.G.V.D, datum.
-to ASTM F405-74 with performations as specified in ASTM C-508. Installation shall
conform to ASTM D-1869 or ASA-A21.11. Solvent -cement couplings shall conform
be in accordance with manufacturer's recommendations and as required in Section
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to ASTM D-3D36.
7.
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The Contractor shall supply complete as -built information relative to inverts,
8.
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The Contractor sttat[ excavate -and rough grade pavement areas to within f0.1 of the
4-10 of the F.D.O.T. Standard Specifications. Underdrains shall have factory
and rim elevations, location of manholes and lengths of pipe. Laterals shall be
specified sub -base elevations.
assembled envelope or nylon screen sock surrounding the drain.
8.
Gate valves 3" and larger shall conform to AWWA C-500, with wrenchnut, extension stems
located from the centerline of the nearest downstream rnanhole. The information
and other appurtenances as required. They shalt be iron body, fully bronze mounted,
shall be submitted on legibly rnarked-up prints to the Engineer prior to final
9.
The Contractor shall excavate and rough grade for foundations as directed by the
5.
BackfL11 under pavement shall be approved granular backfill in 12" layers and
double disk, parallel seat, non -rising stem valves with O-Ring seats and end connections
inspection.
supervising Construction Manager.
compacted to 100% maximum density as determined by A.A.S.H.O.-T-99.
as called for on the Plans.
8.
The Contractor shalt meet all requirements, codes and ordinances of the City of
10.
After construction of foundations, the Contractor shall backfill and fine grade court-
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6.
The Contractor shall install 4" & 6" (black) rigid plastic pipe (1,000 lb. crush) for
Gate valves smaller than 3" shall be bronze body, rising stem, solid wedge valves capable
Sanford Public Works Department including advance notification prior to
yards, side yards, paverrtent sub -base and floor slab areas to within ;L0.1' of the
the underground down spout drains (D.S.D.). Where two downspout drains or more
a being repacked under pressure when valve is open.
f d pa P Pe
construction and testing.
specified sub -base elevations.
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connect -the Contractor shall install 6" rigid plastic pipe from the connection
�.
point to the outlet. All single downspout drains shall be 4" rigid plastic pipe.
Valves shalt open in a counterclockwise direction.
9.
Backfill under pavement shall be approved granular backfilL in 12" layers and
11.
Prior to commencement of construction, the Contractor shall meet with and submit
compacted to 100% maximum density as determined by A.A.S.H.O.-T-99.
a construction schedule to the Airport Engineer, Construction Manager/Engineer and
7.
The Contractor shall fur7tish and install the adapter from the underground
9.
All tees, caps, plugs, bends, fire hydrants, valves, etc., shall be provided with thrust
secure all necessary licenses and permits.
downspout drains to the building gutter downspout drains. (See architectural plans
blocks.
10,
Kosanchick & Associates, P.A. shall be notified a minimum of 48 hours (2 full
m
for sizing)
working days) prior to construction and testing of the sanitary sewer. Phone: (305)
12.
During construction, the Contractor shall provide for adequate drainage and proper
10.
All pipe shall be disinfected in accordance with AWWA Standard C-601. The Contractor
830-8310.
soil erosion control measures for protection of all drainage and sewer structures,
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shall provide, at his own expense, all necessary testing equipment, pressure gauges,
and at all adjacent roads and lands.
water meters, water and materials and facilities required for pressure and leakage
i2cnJ',_WOUm�( '
testing.
13.
Unless otherwise rioted, grade to meet existing elevations at property tines. Excavation
and Grading work shall be done in accordance with F.D.O.T. Standard Specifications for
Road and Bridge Construction,LO
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14.
Excavation and grading shall include removal of, all pavement, foundations, concrete
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slabs, sewer pipes, headwall,etc., and satisfactorily disposed of off -site,
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15.
The Contractor shall construct pavement in accordance with the Typical Pavement
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Sections and F.D.O.T. Standard Specifications for Road and Bridge Construction.
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The finished pavement grades shall conform to those specified on the Srte Grading Plan.
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16.
The Contractor shalt form sidewalks stoops, patios, curbs trash pads etc: in
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accordance with the Site Grading Plan and Specifications. Minimum sidewalk slope
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shall be 0.5% and maximum slope of 5.0%.
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or:
17.
The Contractor shall use concrete with a minimum 28 day strength of 2,500 P.S.I.
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18.
All sidewalk widths shall be as noted, and shall have 1" deep contraction joints every
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4' on center.
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19.
AiI sidewalk, unless otherwise noted on the Site Grading Plan, shah be flush with
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adjacent pavement or where they meet.
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ESTIMATE Off" 11UANTI TIES -- STORE
EST/A ATE nF QUANTI T1E5 -- WATER
ESTIMATE Off' taUANTI TIES - SANITARY
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QUAN.
60
QUAN.
250
QUAN.
236
DESCRIPTION
6" Sanitary Sewer
2" Force Main
Ejector Pump -Complete
6" Cleanout
- -
CE-FSTI ATE
--- QUAN. UNIT
LUMP SUM
-
OF QUANITIES IRA V'EMENT a GRADING
DESCRIPTION
Clearing & Grubbing
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= -6
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UNIT
DESCRIPTION
UNIT
[DESCRIPTION
UNIT
L.F.
21" A.C.C.M.P.
L.F.
6" Water Line
L.F.
380
L.F.
12" A.C.C.M.P.
430
L.F.
3/4" Water Service A
350
L.F.
-
64
LF.
2"Water Line A) J
1
EA. .
Inlet
I
EA.
Fire Hydrant
1
EA_
2
EA.
21" End Section
2
EA.
1 3/4" Valve & Box
2
EA.
1
EA.
12" End Section
1
EA.
2" Master Meter & Pi# A j
-----
-
L UMP
SUM
On -Site Cut & Till
'
L UMP
SUM
Tree Removal
LUMP
SUM
Pavement Concrete & Foungiation Rernoval
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25,150 S. Y. Concrete Pavement .,
660 S.F. Concrete Sidewalk
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