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HomeMy WebLinkAbout20220306 105 Regent Exterior Modification Plans (2) PARKIN� 112.84' ,-------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------- --- � EXISTING FENCE ' ; , , ; ; � _NEW ['LANT[NG SCREEN - N � , , ti , ' I , o � m m �� POOL EQUIPMENT , � , � ; � , � O ' , ; , , ; ; ; EXISTING VEGETATION , ; LAWN - - ------- , ; ----- ------- ----- ------- --- , , , - - ----- - � , , , � , , ; , , ; o , , ; Q , , � ; � , , , , � ; , , ' PROPOSED POOL 10�11�� ; � 16'X35' � ; Z EXISTIN�TREF ; , ; � � , � ; � � �,�„ , J ' � , , � ' , ; z � � � , , , ; z , , , � Q � ; � ; � , � g EX�STING z ; o ; , ; PAVFR PA IO: 990 SQ� ; , , ' ; , ' N � � LAWN ' c+') � � � � W ' � J ; w ����� � : U � ; , � � PROPERTY L1NE , � ' , ; F� , ; , , � � ; . O � , � , � ' , ; � , ; , � � ; EXISTING FFNCF - � , F� � ; , , ; , , ; EXISTING WAL� ; � ; � , , � ; � , -� , ; , ; ; , , ; ; , , , ; ; , � , ; , , , �, � , ; , ' 2 STORY ' ; , , � , ; � � BRICK RESIDENCE � ; , , --------------------------- ---------------------------------------------------------------------------------------------. , , , , , ; ; PARKIN� ; � -- , , , ; � , ; ; , , , , , , N � �, � ; � , ; , , ; � , , ; , ; ; , ; , , , , , ' C U , ; , , � """"""'���������������"""""" ""' �������� ����"""" """" ���������������"""""""""���������������"""""""""��������������"""""""""�����J � Q 114.77' RE�ENT STREET Scale: 1/8"=1 ft CD# DESCRIPTION DATE C�ARDNER RESIDENCE �"������� Client: Ashley Gardner ,a ���- � State: NY `� Address: 105 Regent St Zip: 12866 SCALE: l/g"=1' MASTER PLAN � ° City: saratoga springs h PARKIN� 20-DARK r�MERICAN ARBORVITr�E(5{�') 10-ASTILBE(2GAL) 4-BOXWOOD(3GAL) 3-NORY HALO DOGWOOD(3GAL) ;t: ,a , . � � �� ' � , � .�, .l� `� �� i► :;•,�., :�' � , �;.� '� ;�.. `� '��� 5-RLIBY STELLA DAYLILY(2GAL) � ,�:> � a "�;�" :; ' � • �� , r : `. y' � � ..�F ,.. _S � . , .. y . �.'' . ._ - ` ; . . -, _' . ., . I! ,. . „`� � . 14-DARK r�MERICAN ARBORVITr�E(5-6') ' � ' �� �` �` �� �` �'�� � ��T� " � . � : � � i� � EXISTING ��' �� � e �� Q � LAwN �O , �� 1-YOSHINO CHERRY TREE(2.5-3'� � EXISTING ; �� 1-BLOODGOOD JAPANESE Mr�PLE(6� ;r ���';; 15-CORr�L BELLS(2GAL) �. {� �,. .�,,+�; f;� � ��:: A �8-nsnLSE rzc si.� LIMEROCK BOLILDERS : r''t: .`''' EXISTING t �4. 8 LITTLE LIME HYDR_ANGEr�(3Gr�L) r` ��` EXISTING �. ������� 1-YOSHINO CHERRY TREE(25-3'� ° ` r�� ������ �� 15-CORAL BELLS(2Gr�L) ,,:,. �' � 3-LIMELIGHT HYDRANGEA(3GAL) 5-BLUE JEr�N Br�BY RUSSIAN SAGE(2GAL) 13-SNOW QUEEN OAKLEr�F HYDRANGEr�(7GAL) LAwN 5-RLIBY STELLA DAYLILY(2GAL) W W J 1-BLOODGOOD JAPANESE MAPLE(6� � V - � � � 5-BLLIE JEr�N BABY RLISSIAN SAGE(2GAL) I� � � t, '� F� -� � /) ,, ..- ,f- _ '� � 8-GOLDTRUM BLACK EYED SLISAN(3GAL) w � u �l � � � A � EXISTING - � ���. 2-DARK AMERICAN ARBORVITr�E(5-6') � 14-Dr�RK r�MERICAN ARBORVITr�E(5-6') 2 STORY BRICK RESIDENCE PARKIN� __,, ., ; Q C U � 4 RE�ENT STREET Scale: 1/8"= 1 ft CD# DESCRIPTION DATE C�ARDNER RESIDENCE ��������, Client: Ashley Gardner State: NY � � � �. � '�� Address: 105 Regent St z�p: 12866 SCALE: l/8"=1' PLANTIN� PLAN ° ° City: saratoqa sprinqs k � � � 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 3�" /]1�Cf1 �']1 �I �1 �1 � �� � .� �1 �.� �/ i. f 1 �r. �� �! �� „'�`� ��� �� �' '� �} �r. �� �� �fy�Al L V L � � ��� s'� '�� .� '� �'� r� �� � �`� �e � � � � � � � , � � � � �� / ,�► ",l�n �F-7� D� �'_�n � ,� ��"`� V�� 7�'� � � '7rr�n � '' �1w� � n � �� �i_�w� � �� � +r � r•� � � �� � �' , � �_ n 4 `� �� ♦ � „ 2 -1 � 3 2 � �'-1 3g�-�� 2'-��� � r 1 +�' -- — _ _ _ � ► �► � �► �} � }, t i� f M ���LF� �F�� L►* ����� � 11 �� �1l�rt �f��� 71r��� �M�� 1! _ � 7 -� 1 �� r �_ �r �� �� r 7 -� 1 7 � 1 � � _� ? 11 7 1 � � � � r � � � : �',, � _ _ — .� � .� � '� �. r ` � .. � � � ► � rs - �� ! � � �► .�� -�s �►��' �+] � a �����I�� Q � 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 t 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. . � 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. 3 �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' �'_�"' �� �� � �" -- �" � �� �� '�7� �- '�+ �' �� ^�' �� 'L,y� �+ �'fr � F_c�� � �. � ..� �, � .� � � � � � —r � V � � n ������ ��—� �� ��'� � � ���p�� ��_{�� ��aL+e� ���� �� V , " ► n , �� ��_.��, �'-1 � " 4�_$„ 4 _,�, �w_�„ � �� ���� �,�_� ~ 5'-11 " 5 -$ � -�, 5 -�4 � -f ��!_�M Gradien t 14.(�29� Degree angl� of sl�p�e�s}: 5.72?" � 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 `�� My 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 � �` ` `�` 12' �'` ` � 1 e ` 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 ,,�,, -, ,- , , , , �, -. . : : , ,; � PU , 9 R � 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� I a M 5 � � -� i ' ,� � , N � � � � � .� N iV � � � + M �`' N f�J � �.. �►. T � r � ! " ♦ . � r �`'T / 1 fV � � A . r � � �� � � � 1 � . � c� � . � /, �� � � 1 a4 � � � � �j '� p � � r � � . 1 � � I I � � C �Lt I t � .— � \ �fj � +� r f � 1 � � r � � 0 � �� <� � w � � � {� � r ;� 4 � �} D � r� � '. � ` � .r + �r ' t � C � cv U7 p� • � � � � � � � I � � ',� TJ i �,j � C L ► r 0� � � i E � � � I O � � i � � � � � RS d ti � � � R 1� � � o C I N � � � I 'r � � � � � — l � `_�'•1 Cl. ,R3 � � � � � 3 � i� �t r � r ` �' tl � ch cn � m r r � � � � � � � + o � i � � � � ► � .0 r � a ' l 1 � 1 � � � r --� � I � i � � � . � f�- � ��[ 'Q � i e � �` � 1 � `'� � � � � � � � r 'r' 1 ► JC C � �� � � �Q t ` � '` e � S U � ♦ � . b � ~� � � � � � � y � ie � � � � i 1 3` � J � � � \ d � L * � \ � . �1 � 6 � 1 (j�} � ' �." ► � . , ; 1 M1 r � � � � � 1 � � ! ' 1. � j•� r iy � � . � �, 3 r r � � � 'ti, i { � ! ` � .� � � �, V w � � I � � I i 1 I1 � � �i./ � r R i W � a CGi �C3 � . � � � � �� � � � I i