town of waddington municipal building site …goo2 c103 c505 m104 scope of work phase 1: 6. town...

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SITE IMPROVEMENTS

TOWN OF WADDINGTON MUNICIPAL BUILDING

SHEET NO. DRAWING N0. DRAWING TITLE

COVER PAGE

SHEET INDEXlocation map

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2 OF 5

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site plan

general notes

snow melt system design

details

goo2

c103

c505

m104

scope of work

phase 1:

town will finish grade and re seed disturbed areas.6.

concrete for radiant heat as shown on sheet m104 per detail a on sheet c505.sidewalk as shown on sheet c103 per detail a on sheet c505. Pex tubing shall be installed in contractor shall furnish and install all materials necessary to construct 187 linear feet of new 5.

feet of new sidewalk. town will supply subbase material.place subbase material as indicated by detail a on sheet c505 for construction of 187 linear 4.

sheet c505.REpair existing column footings at locations shown on sheet c103 in accordance with detail c on 3.

c505. town will dispose of material removed.remove unsuitable soil and prep site for placement of subbase as indicated by detail a on sheet 2.

of demolished concrete.demolish 170 linear feet of existing 6ft wide concrete sidewalk. Town will remove and dispose 1.

c505.construct new asphalt parking lot as shown on sheet c103 in accordance with detail b on sheet 1.

phase 2: ((not included IN this bid))

general notes

construction sequence

to normal operations.

contractor shall coordinate their activities with the town, with the goal of avoiding unforeseen disruptions2.

plan, along with a proposed construction schedule, to the owner for approval.

prior to the start of construction, the contractor shall prepare and submit a sequencing of construction1.

out the construction work in accordance with the contract documents.

the construction work; nor will the engineer be responsible for the contractors failure to carry

techniques, sequences or procedures, or for safety precautions and programs in connection with

The engineer is not responsible for, and will not have control of, construction means, methods,7.

by all contractors and on site personnel throughout the project.

CONTRACTOR shall maintain the existing facility drive to allow access to all areas of construction6.

daily dpw operations.

as possible. The contractor shall utilize every effort to minimize disturbance to normal

contractors shall limit the extent of disturbance for each area of construction as much5.

permanently seeded at the end of construction, by the CONTRACTOR, unless otherwise noted.

all areas of site disturbed during construction shall be graded, top soiled, prepared and 4.

respective utility owners.

of all utilities exposed and support systems shall be utilized as recommended by the

excavation or site work. the contractor shall be responsible for the support and protection

contractor shall be responsible for calling dig Safely NY (1-800-962-7962) prior to any3.

etc, that is damaged during construction.

responsible for repair or replacement of any new or existing structures, piping, equipment,

shall be adequately supported and protected during construction. the contractor shall be

existing structures, equipment, and piping adjacent to proposed construction or improvements2.

and all discrepancies between the contract documents and existing conditions.

piping, ETC, as shown on the drawings. immediately report to the owner or engineer any

The contractor shall verify all conditions, dimensions, and elevations of existing structures,1.

concrete sidewalk notes

G002

2 OF 5

machinery, tools, surplus materials, temporary buildings and other temporary structures from the site.

surface, walks, and building, leaving them in as good condition as originally found, and shall remove all

clean-up shall be completed before final acceptance of the work. the contractor shall clean the street 12

compacted and trimmed to conform the cross section shown on the plans.

then be removed. the space on both sides of the walk shall be backfilled with sound ear ht which shall be

backfilling shall be performed after the concrete has gained sufficient strength. the fixed forms may 11.

inspection. subsequent inspection of the finished sidewalks will be made at the discretion of the owner.

inspection of the work to be made before concrete is placed. each job will require the above mentioned

after forms have been set, the owner shall be notified either by telephone or in person, for an 10.

weather and any concrete injured by frost action shall be removed and replaced at their expense.

protection form cold weather -- the contracture shall be responsible for the concrete placed during cold

excessive moisture levels.

portions of the base, subbase, or subgrade layer are frozen, or if the grade exhibits poor stability from

away form artificial heat is at least 35f and rising unless specifically approved. do not place concrete if

cold weather limitations -- no concrete shall be placed unless the temperature of the air in the shade and

concrete at time of placing. concrete shall not be cast when the temperature of the concrete exceeds 90f.

hot weather limitations -- casting of concrete during hot weather shall be limited by the temperature of the

concrete from damage.

protection against rain -- the contractor shall take such precautions as are necessary to protect the

cured. walk must be properly barricaded.

the contractor shall be responsible for the proper protection of the sidewalk until it has sufficiently

protection of concrete shall be performed in the following manner:9.

hold its shape, but shall be removed while the forms are still in place.

inch nor more than 1/4 inch thick. they shall be left in place until the concrete has set sufficiently to

extending the full depth of the concrete. these slab division templates shall be of steel not less than 1/8

square feet and not more than 36 square feet. the unit areas shall be produced by slab division templates

unless otherwise shown on the plans. insofar as feasible, the unit areas shall be square of not less than 16

contraction joints shall be constructed by dividing the sidewalk into areas of approximately 25 square feet

concrete extends from a building or other rigid structure to the curb at intervals no greater than 50 feet.

concrete and the back of the abutting curb or gutter at intersections and at those locations where the

expansion joints, 1/2 inch thick, extending to the full depth of the concrete, shall be placed between the

transverse joints located at 5 foot intervals.

placed in line with the like joints in the existing sidewalk. all standard linear sidewalk shall have

like joints in the adjacent slab. in the case of widening an existing sidewalk, transverse joints shall be

constructed in partial-width slabs, transverse joints in the succeeding slab shall be placed in line with

joints shall be constructed parallel to the centerline, unless otherwise required. when sidewalk is

transverse joints shall be constructed at right angles to the centerline of a sidewalk, and longitudinal

joints shall be constructed true to line, with their faces perpendicular to the surface of the concrete.

8. Joints shall be constructed to provide for expansion and contraction of the concrete as follows:

texture the surface of sidewalk ramps with a coarse broom transverse to the ramp slope.

surface shall be brushed lightly to produce a slightly roughened surface and remove the finishing tool marks.

joints shall be rounded with an approved double edging tool having a radius of 1/4 inch on each side. the

all edges on all sidewalks shall be rounded to a radius of 1/4 inch with an approved finishing tool. all 7.

with a steel float just enough to produce a smooth surface free from irregularities.

voids are removed and the surface has the required grade and cross section. the surface shall be floated

started. the concrete shall be alternately tamped and struck off with a proper strike board until all the

the concrete shall be thoroughly spaded along the forms and joints before finishing operations are 6.

from foreign material. flexible steel or wood forms may be used for sharp curves or special sections.

the required line and grade, and be held in place by adequate stakes, and shall be thoroughly clean and free

the fixed forms shall be the full depth of the concrete. they shall be set firmly on the subgrade, true to

and of sufficient strength to resist springing during the process of depositing and finishing the concrete.

use either slip-form or fixed-form. the fixed forms shall be of metal, straight and free from distortion, 5.

subbase shall be placed under the structure to the thickness shown on the plans.4.

without forming wet or muddy spots. no concrete shall be placed on frozen subgrade.

before concrete is placed, the subgrade shall be thoroughly wetted so that the subgrade is uniformly moist,

material after trenching or before filling. the subgrade shall be thoroughly tamped or otherwise compacted.

to the bottom of the subbase. all unsuitable material under the concrete shall be replaced with granular

the subgrade shall be formed by trenching or filling to the required elevation for bottom of concrete or 3.

and composed of fiber of a cellular nature and asphalt, ground cork or other approved materials.

expansion joint material shall be a non-extruding and resilient type. this material shall be pre molded 2.

concrete shall have a minimum compressive strength of 4000psi at 28 days.1.

SMITH CIVIL ENGINEERING, PLLC

124 MILL ROAD, NORFOLK, NY 13667

EMAIL: [email protected]: (315 276-8056

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

DRAWING NO.

SHEET NO.

PARCEL NO. UNLESS OTHERWISE NOTEDALL DIMENSIONS IN ft

AFFIX SEAL ON:

TOWN OF WADDINGTON

MUNICIPAL BUILDING SITE IMPROVEMENTS

48 MAPLE STREET, WADDINGTON, NY 13694

9/8/2019

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C103

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DRAWING NO.

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AFFIX SEAL ON:

TOWN OF WADDINGTON



9/8/2019

GRID

NO

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SITE PLAN

13

7’-

0"

55’

10’-

0"

36’-0"61’-0"

100’

20’-0"

6’-

0"

municipal building

detail c

c505

SCALE: 1"=10’

36’-0"55’-0"

36’-0"

60’-

0"

72’-

0"

42’-0"

18’

MAPLE STREET

Total:172.3 Btu/hr•ft†

Backloss:11.1 Btu/hr•ft†

Design:161.3 Btu/hr•ft†

Snow Melt

Total:172.3 Btu/hr•ft†

Backloss:11 Btu/hr•ft†

Design:161.3 Btu/hr•ft†

Snow Melt

ï»¿˛�T: 3

Flow: 2.41 USGPM

254 ft @ 9 in

Circuit A-1

ï»¿˛�T: 3

Flow: 2.52 USGPM

264 ft @ 9 in

Circuit A-2

ï»¿˛�T: 3

Flow: 3.09 USGPM

324 ft @ 9 in

Circuit A-3

ï»¿˛�T: 3

Flow: 2.64 USGPM

268 ft @ 9 in

Circuit A-4

ï»¿˛�T: 3

Flow: 2.64 USGPM

282 ft @ 9 in

Circuit A-5

ï»¿˛�T: 3

Flow: 2.65 USGPM

283 ft @ 9 in

Circuit A-6

(132.9 °F)

Manifold 1

(132.9 °F)

Manifold 2

42’-0"

72’-

0"

36’-0"

6’-

0"

61’-0"

6’-

0"

36’-0"55’-0"

60’-

0"

36’-0"

6’-

0"

M104

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DRAWING NO.

SHEET NO.


AFFIX SEAL ON:

TOWN OF WADDINGTON



9/8/2019

SCALE: 1/4"= 1’

snow melt system design

total flow rate

design temp drop

total manifolds

total btu/hr 211,930

total heated area 1230 sf

fluid type 50% propylene glycol

max head loss

30 f

total circuit lengths

total circuits 6

2

total tubing volume 30.76 gal

glycol volume

circuit schedule

circuit

a1

a2

a3

a4

a5

length

254’

264’

324’

268’

282’

manifold

manifold 1

manifold 1

manifold 1

manifold 2

manifold 2

tube type

34" barrier pex

34" barrier pex

34" barrier pex

34" barrier pex

34" barrier pex

manifold schedule

summary

manifold name

manifold 2

circuits flow rate supplied

temp

max temp

drop

manifold type manifold

head loss

total

head loss

3 133 31 copper 1-12" w/ shut off

and balancing valves

1.0 17.3 18.3

manifold 1 3 133 31 copper 1-12" w/ shut off

and balancing valves

1.0 26.0 27.0

total 5 15.95 ----- ----- ----- ----- ----- 27.0

9"

total

manifold 1

circuit

a1

a2

total

length

254’

tube

spacing

area

covered

185 sf 34" barrier pex

tubing

2.41

head

loss

13.1

flow

rate

temp

drop

30

load

btu/hr

31,962

9"264’ 34" barrier pex 2.52 14.7 30 33,425

841’

194 sf

618 sf 106,503----- -----

9"

total

manifold 2

circuit

a4

a5

total

length

tube

spacing

area

covered

204 sf 34" barrier pex

tubing

2.64

head

loss

16.3

flow

rate

temp

drop

30

load

btu/hr

35,106

9"282’ 34" barrier pex 2.64 17.2 30 35,141

612 sf 105,427----- ----- -----

a6 9"283’ 34" barrier pex 2.65 17.3 30204 sf

tubing coil schedule

coil

coil 1

coil 2

length

800’

tube type

34" barrier pex

34" barrier pex

length used

889’

786’

summary

length

254’

circuits cut

circuit location coil

manifold 1 coil 2a1

264’ manifold 1 coil 2a2




circuit

head loss

15.95

27

1674

15.38 gal

8.02

7.94

a3 9"324’ 34" barrier pex 3.09 30 41,116239 sf

8.02 26.0

26.0

----

268’

204 sf

35,180

833’ 7.94 ----

a6 283 manifold 2 34" barrier pex

1,000’


snow melt design

C505

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AFFIX SEAL ON:

TOWN OF WADDINGTON



9/8/2019

n.t.s.

1.5% cross slope

heated concrete sidewalk detaildetail A

A107

5"

asphalt pavement

3/4" pex tubing

1’-

0"

6" compacted 2" minus subbase

dot approved support chairs

at all curb and building interfaces

Provide 1/2" bituminous expansion joint

note:

2" rigid foam insulation

6’-0"

400opsi concrete with W2.9x6x6 sheet mesh

n.t.s.

detail b

A107

existing asphalt

asphalt sealant at all joints

1-1/2" top course

3-1/2" binder course

2" minus compacted fill

6" minus compacted fill

woven geotextile fabric

material in place

or compacted granular

Undisturbed earth

1’-

0"

4"

3

1/

2 "

1

1/

2 "

asphalt pavement detail

26’-6"

18’-8 7/8 "

10’-0"

7’- 27/32 "

45°0’0.0"

PARKING SPACE DIMENSIONS

n.t.s.

detail c

c103

existing steel column and base plate

new concrete to be placed

existing steel reinforcement

existing concrete

column footing repair

load column and re-anchor to new concrete4.

3. place 4000psi concrete to original height of footing.

to expose existing steel reinforcement.

remove deteriorated concrete extending below grade2.

unload existing column1.

repair procedure

town of waddington municipal building site …goo2 c103 c505 m104 scope of work phase 1: 6. town...

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