HomeMy WebLinkAbout20220306 105 Regent Exterior Modification Plans (2) PARKIN�
112.84'
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� EXISTING FENCE '
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' PROPOSED POOL 10�11�� ;
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' 2 STORY '
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� � BRICK RESIDENCE � ;
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� Q 114.77'
RE�ENT STREET
Scale: 1/8"=1 ft
CD# DESCRIPTION DATE
C�ARDNER RESIDENCE �"������� Client: Ashley Gardner
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���- � State: NY
`� Address: 105 Regent St Zip: 12866 SCALE: l/g"=1'
MASTER PLAN � ° City: saratoga springs
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PARKIN�
20-DARK r�MERICAN ARBORVITr�E(5{�')
10-ASTILBE(2GAL)
4-BOXWOOD(3GAL)
3-NORY HALO DOGWOOD(3GAL)
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15-CORr�L BELLS(2GAL)
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� 3-LIMELIGHT HYDRANGEA(3GAL) 5-BLUE JEr�N Br�BY RUSSIAN SAGE(2GAL)
13-SNOW QUEEN OAKLEr�F HYDRANGEr�(7GAL)
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1-BLOODGOOD JAPANESE MAPLE(6� �
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� ���. 2-DARK AMERICAN ARBORVITr�E(5-6')
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14-Dr�RK r�MERICAN ARBORVITr�E(5-6')
2 STORY
BRICK RESIDENCE
PARKIN�
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RE�ENT STREET
Scale: 1/8"= 1 ft
CD# DESCRIPTION DATE
C�ARDNER RESIDENCE ��������, Client: Ashley Gardner State: NY
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'�� Address: 105 Regent St z�p: 12866 SCALE: l/8"=1'
PLANTIN� PLAN ° ° City: saratoqa sprinqs
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St�e � �. P�� L LpY� UT
W�en layring out the pool, �ote that the d�mensions are tv the �utside Q�g�e of th� p�o� beam, (�llo�� permit �I�ns are �measured
to t�e wat�r'� edge. The bea�n vf a �Latham fib�r�g�ass paal is �p�r�a�imat�ty 4" ta 1�" arr al� sides. �her�f�re, t�hpre� is ge�neraiiy
a di�#erenc� of 8" to 2U" between the ��ngth ar�d width di�nnens+vns +r� the �nstallation �uide an� those of the p��mit plans in
mvst cases �se� th�e Latham �ib�ergla�s paol sp�cificativ�r� do�ur�e�t fvr i�n�id� and vu�tside dimensions far each mod�l�. �v�rali
len�th and width mea�urements may vary up tc� 3°�. Qepending �n the customer and the lacal t�uilding inspectQr, this fact c�n
be a �riti�al cons�de�atian, �istances b�Cween the wat�r's edge to mvst property lines, electric�al I�nes, an�d �vther struct�re5
such as houses, garag��, sl�ed� ar�d p�tias must �e w�thin plan s�ecificati�ns.
Start by �aying vut t'he p��� template Qr wich a 1f�' wide t�y 35' �ong ree�angle with diagvr�al measur�ments �af 38'-b" Next, lay�ut the
eenier �c�int, makin� sure �he ce�nter lir��� are at g0 de�reQ�, �take each �v�nt around t'�e perim�t�r vf the povl �s sh�wn in Figure 1 .
C€�nnect eat� stake with st�ing. Denvte t�e �vcati�n �f the skimmer r►vit� a �'x�' k�ox outside c�f tl�e pc�ol layout. Use spray �a�nt tQ f�llvw
th�e c�niv�ur af the string.The vutline wi11 a� th� shap� a� th� outside dimer�sivns vf ih� povl sh�l1. R�ma�e the st�ing and stake�, leaving
vnly the autline c�f the paol. B� �ur� to� mar�c tanning �edge I+�cation, if any.
'��DT�: Latham P�vl �Pr�ducts af�ers yard templ�tes far each �pvol model offered. The yard tem,�lat�s ar� reusable and are the
dir��r�s�vr�s of the she�l. If using �a yard template, s�mpfy f�y the temp�ate vut in the yard wher� ��e �o�� i� tc� be s�t �nd paint
a line an the edge of the tempiate. Che��C pri�e and availabilty. The t�emp�la�e orde� form c�n b� �ound in the D�aler Manual.
�igure � - �xcavativn f�imensivns
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Elevation an�d �grade v� the poal ar�ea are two of the rna5t t�fter� a►verlool�ed or mis�a���alatQd varia�les in th� inst�l�ati�on pra+�+��s.
'"VUhil� cansidering all t6►e v►ariables �evn�ern�ng e�evation ar�d grade�, always rem�mber that yau w►ant w�ater to ►un aw��t fror� the
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poal. 8efi+�re exca►ra�ion, us� the provide�d '�arm 1 - 1NSfiALLATIaN P'�ANhJ1NG �U�a� tv �alcu�ate all critical measurecrrents.
� +�heck the four �+�rners �f the pvvl layvut with the ard vf a laser �evel ar a si�g'�t I�ve� to det+ermin� th� highest �orner.
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� ThiS cc�rner wil� be used in plannin�g tt�e elevativn �f the pvvl. in a ty�i�al installation, th� elev�ation Qf zhe paol �hvu�d k�� 4-6
in�h�s abov�e t�Q high�st pvint of the e�isti�►g �rad� aroun� the pool. Hawever, Careful can�ider�tion shvul� he giv�n ta pool
type�, siz� and d��ainag� af the future povl d�ck, as w�ll as the elevation of the surra�nding la�nc���ap�e and �xi�tin� �tructure�,
pat�as and �idewalks.
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�t�� 4. E�{CAVA71� �
CQrrect ex�a�ati�n vf tl�e pvvl is very �mpv�ta�nt, A hfl�� tnat is tao �mall can mean ho�r� vf p��kir�g and shove�i�� �y hand. A hot� that is
toa larg� wil� require e�tra re�vmrnended k��ckfill matQ��al, wh�eh if not dealt with properl�, can� result ir� se�tling c�r bulging +�f the pooi.
The exc�►raci�rrr �hould ae� dug v►ery c��se to the pv�l si�e witF� a �rrinir�raur� disturbance tv the �ne�x+cavated sc�il which will sup_
po�t the pavl. fih� cl�arance is apprax�rnate�y 6" an the sides an�# �" vn the ends �see Figure �}. Yhe use �f an Qxc�ava-
tion '�u�ket with a gra�iing �lad� �ttache� wil� c�use less �ist�r�ance to the sa►il tha�n an excavativn bucket w�th teeth.
N+�fiE: TME MEAS�REM��ITS PR�QVIC]EQ �ELDW '�I�ABLE TF�E �UILQE� T� �ET THE SHELL WLTHIN A FEW �NCHES l7F LE�I€L. LIFT
THE SHELt ANQ A��1L�ST THE BA�E AS NECE�SARY �"� ACHIEV� LEVELNESS {�F THE 5HELL WI�HIN THE INQU57RY STA�QARG.
Fi�ur�e � - Pvvl Shell D�epth C�irr�ensivns
35'
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�w_�„ � �� ���� �,�_� ~ 5'-11 " 5 -$ � -�, 5 -�4
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��!_�M Gradien t 14.(�29�
Degree angl� of sl�p�e�s}: 5.72?"
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The depth v� the ex�avation is determ�ned with t�he u�e of a t►ansit le�el �nd grade p�ole. The �attvrn of the excavatian is
t�w+�r du� apprnxirnatei� 4': T�is si�e pv�l w�ll re�uir� aQproximat�ly �5 tv 40 yards of T/� inch �ru�.hed, washed �lean an-
gul�r sta�ne ar sand free of f�reign rnater�a� fvr bacicfill (mvre may be required i� the ex�avativn is si�r�ih+��ntly over-du+��.
The ex�avativn sh�uxd b�e 17' by 3f�; with a tata� d�pth of ap�roximately �'-� �" �shal�vw end� tv appraximately 5'-1 [�u �deep
er�dg fram th+� desire�d �le�atian �f the �avl. !t Can be �Ql�ful to give yourself extra roam the f�rst 6" in widtFr and 1 z" in
length af the hole, tt� get past th� �api�g, and �Il�w spa�e for the skimm�r and b�attom suttion '�ittings �if any�. A�so, k�ep
in mind that the wall vf aur povls ��e taper+ed, usually 1 " in fvr errer�► 1 Z" in depth. A plate fvr the skimmer must alsv �e
dug ir� the side �af the �x�ava�i�n wal�. The skimmer �utvut should b� �' �y �' and 3' tieep�t S�e F+gure 1 for placer�ent. Poals
�rith tanr�ing ledg�� require th� tan�ain� ledg� area �xtawated to the de�pth stat�d in Fig. 1 plus �" fo� b�dding mater�al.
� Never use excavated rnaterial as fi11 car ba�kfil� ir� the h�1e; the material will s�ttle, We sugge�t '�'� in�h erushQd, washed cl�ean� an�u-
� I�r stone or sa�nd free vf forei�gn materi�l e�mpa�tQd thoraug�ly �a p�ate tamp�r �s rec�mmended for the pac�1 ba�e}. The fill materia� used
� fa� the pvvl b�ase must als� be used i� t�ackhll around the sides v� the pvol she11. In the �a�e vf signifi+��nt over ex�avatitan� �vn the sid�s c�f
� the po�l vr in seasonal hig� waCer vr p�or drainage are�s, y�u �rnay wan� ta mix 1 �°fo Pc�rtland �ernent w�th the �ackfill �ar stab�lizati�n.
!r� c�rd�r to b�e i� �campli�r��e with Latham`s �et�mrne��ed gui�eline� Lath�m Fj���� 3 - 3Um� PI,�� 1�St��ld�io�1
requires that a perm�nent �ump p�pe �s��e Figure 3} be instailed vn a�l p���s.
A graviry fed "daylight drain" is preferred ta a �ermanent s�amp p���e inst�l- src�"'r�E� ��° `-
��o ��r�c
IatiQn, if apPlicable, Th� purpvse v� th� sump �ipe installativn �vr daylight -- ;
dr�in� is to provide a means v� checking far graur�dwat�r around rhe pvol -_
and allaw fvr dewaterir�g the �ite privr ta any wor�k �n the paol that re�uires �� . _ �, '
Ivwering the water Ievel within th� pvvl shell, thus �ninim�zin� patenti�lly � , " -;
high h�drosta��it pressure. L�th�am recommenci� the Nnstaliatior� v� a perma- � j
B�1GKF�l,I A�Q BEQ�ING AAATERlA� � � !�`r ^ �" P I P E
nent sum p p�um� in area� w�t h a h�g h wa ter t�b le a�n d l v r s�g n f f i�a n t g r v u n d , ,HCH cRus�+Em w�s��o c��A� wY
wa�ter. Lath�m su�g�sts digging an 18" x 8' x 18" tr�en�h across the deep end ANGULAR St�NE OR SA�Q FREE f3� , .
FQi�E1GN MAfiERiAL � -
. , � n ravel sho�uld be laced in the b�vt- � • �Y -
v� the �xcaUa'�ion. S�x rn�hes �� 1I� clea g P
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tvm of the trench. A secti�on �vf 3'� perforated PVC pipe is place� o�n t�e rv�k �B�A,��,,ss 1 ,,f��,x - ,
base and cvr�nected to a WertiC�l stand vf 8" PV+C �ipe running tv the surfa�e Pflv� $H�u. �,�.:_ �. �' -
+� F18EA M►�ITT'llrFG � � •
c�'� the �x�avation. �over the ne�ry sump line with land��aping fabric. The 8 ���K��t� .���{������A������ •'.�
PVC �iser �ipe should be trimm�ed with a skimrr�er ring and li� for aesth�tics � �` ` `�`
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and safeCy. After t�� tann��tian has been �made ta t'�e ►rertical stan�i �f 8" �
� f��nish �overin the �" �rfvrateti PVC pip� with 11�" to 1 # elean grayel ta ,,�,, -, ,- , , , , �, -. . : : , ,; �
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the b�vttom vf t���e ex�a�atian {��� Fi�ure 3�. T#�e b�ttom af th+e ex�avatic�n is s• �. _�. Y.,. . . ..
now r�ady f�v� appraxirr�atel� 4" of �ase materia�l. Be sure to secure the skim- '`'''�"�R"�"�" �"'�`''�`�
rr c���•� s���
mer I��d �with s�r+�ws� tv th� rinc� ati��hed t� the top of the v�rtical 8" PI1C. �' PERFL3RJITED R�PE �
�,w�x cRus►� wws+�€A CL�A.Sw Ak�,uLAR STWi�
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