HomeMy WebLinkAbout1053 Great Island Road Pool Construction PlanM.i .+z+..Prt'^.•',f "rt-+^vi•ra...�. .+ .-.. t.. c—....._.�r ... _.m�.w� ._. _.... m....� .. ....., .. ... -.... ^. _ �_ ._. _ _-.
STRUCTURAL NOTES ; r
- 11. All construction is toconform to the Massachusetts
- State Building Code and all applicable product and design
- standards. Absence of specific items from these -
- drawings does not infer that the contractor is relieved
from the statutory Code requirements,. ,
2. All materials and methods of construction shall
conform to-theapproved rules and standards for
ADDITIONAL y3 ®12" O.C. VERU materials, tests, and requirements of accepted
BEYOND TRANSITION PL STAY 18" - .engineering practice as listed in Appendix A of the
BELOW TOP OF BOND SM. DOWN Massachusetts State Building Code.
3 12" O.C. E.W. THE COVE & LAP V-8" MIN.
INTO FLOOR AREA Pool Notes
THROUGH OUT ENTIRE
- _ POOL WALLS
a #4 DWL. ® 12" O.C. TYP. 1. Assume maximum safe soil bearing pressure - 4,000
(344 CONT: TYP. psf.
TYR
2. All pools ore to be placed on natural undisturbed '
2'-6" MAX. BACK 4" .INCREASE TO 6" -,- .
!I I 2`-6" MAX material or comp
acted granular fill. Subsoil bearing} BACK FILL strota shall be free from all vegetation, loam and
FILL ALLOWED IN EXPANSIVE SOILS V
_ I organic material.
4. Do not place backfill against pool walls until all walls
�
0-- have obtained 7 da cure strength.
0) Lul
1 i 1 { { I I ! 1 { 1 w 5. Ali pool floors shall be placed on a 1'-6" layer of
0.Q `,-`�-?-*-f I '- -+-t-�� _ - �- crushed stone compacted to 957. Standard Proctor
NOTE: INCREASE SHOTCRETE " I { { I i w
THICKNESS TO 9" IN FREEZING 1 7 1 1 + f Density were expansive soils are encountered.
OR EXPANSIVE SOILS.'� TRANSITION PT, is r
6. Pools floors shall bear on natural undisturbed soil or
on controlled compacted fill.Remove existing fill material
Ln
ADDITIONAL #3 x 5'-0" E.W. where necessary and .replace with clean granular fill In
PT. compacted in 6"-8" layers to .obtain 957 stondord p
`-'--+-- _ ---' PLACE 1" FROM TOP OF SLAB proctordensity at the optimum moisture content. (7 _ N
_ W Shotcrete - r W
w
HYDROSTATIC RELIEF VALVE W� �g 3� U
: INSTALL PER MANUFACTURES LShotcrete mixture, form -work, deliver lacement and
p3 ®12" O.C. E.W. Y, p lIJ�' _
THROUGH OUT ENTIRE Co � reinforcement` shall conform to all requirements of ACl 6 X
POOL FLOOR 2 SPECIFICATIONS 506.2-95 (latest edition), unless otherwise noted. Z >-
2.
2. Concrete materials shall be: ASTM C Type 1 Portland Z.
- cement. Sand and gravel aggregates shall be normal UJ n
- TYP. POOL REINFORCMENT SECTION weight and conform to ASTM C33 Standards. Aggregate azo
not meeting ASTM C33 standards may be used provided J 'v,a,,-
UW -
pre construction tests demonstrate the Shotcrete con -< o
SCALE: = lr-0� - meet specified requirements. All concrete shall be }" �o
air -entrained. -Concrete compressive strength, (f c) in 28
days, shot! be in accordance with AGI 318-02 as follows: O
All concrete work 3,000 psi Q
3. All mixing, transporting,- placing and curing of r
concrete -shall be done in accordance with the
- - - recommendations of the American Concrete Institute.
2. Reinforcing steel shall be deformed bars conforming
to ASTM A615, grade 60, except where noted. No. 3
bars may conform to ASTM A615, Grade 40. All -
.. - - reinforcing bars welded to a steel section -should be of
welding grade .40. - ""j 'W
• 0 Q
-�. �
SYM. 11 Q L .�
S -i 5_t 2.-6" MAX. BACK -'-...p cli cc
FILL ALLOWED n W w
�. 5' RADIUS � Z
2'-6' MAX. BACK TRANSITION PT. �2AX. BACKFILL ALLOWED LOWED N
tRADIUS a Q
M • 2 °o HYDROSTATIC (1 J 0
1
RELIEF VALVE
MAX. SLOPE _ STAW _
0 OF
TOWN U: 4�ARMOUTH SECTION A ��a OHNA
REVIENIED FCR g .D vG 4ND ZONING CODE CONIPLI- O jO
ANCE. ERROR OR CI s C"i5 DO NOT RELIEVE THE "
r-„ SCALE:" t —0 N3.33T7
APPLICANT FKA n ttc mGraIBIUITY OF AS BUILT
r
HYDROSTATIC RELIEF VALVE COMPLIANCE. �S�aISTE
oNA� E�oa�
INSTALL PER MANUFACTURES DATE: - 7;•r, d� "I'
SPECIFICATIONS
DEEP END SHALLOW ENDSYM. SGNE AS NOTED
� ,,:r. GFFICIAL
8'-9" DEPTH MAX. 5'-0' DEPTH MAX. - : DACE
.�— 4-18-03
_ - 2'-6" MAX. BACK o DRAWN BY EA
FILL ALLOWED I awn eY
-TYP. POOL CONSTRUCTION SECTION 2' RAD.
SCALE: = 1-0" ,
o °1.1 n5SEGANTRUCT
Note: All pools shall be constructed to assure _
dimmensional compliance with section 421 of the
p SECTION 'B
Massachusetts :Stole Building Code 760 CMR. , ILL COPY
SCALE: 1'-0p PROJECT tlD
15965