Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3292_01_001_180.6-1-30_95_MEADOWBROOK_PLANS
. r, ..� . _ _ _.___ . . _ _ _ ___ ,_ _ _ _ _ _ _ _ _ , _ _ _ _ _ ,. . . . _ _ _ __ _ _ _ . __ __. _ _ _ _ _ _ _. ___ _ - -- - ._--- __ _ - . __ ___ _ ____ _ _ _. � �r`>' 1.E3� ��'i� ' �'2�`v�i,�, , �1�k2 �/�,"' GvN"�'IHU�u'� � Y� �IGJF.IZtql�i'a �.t�� l�Yw'C) A�uM. I�t�.lp h�-t►►-�t'aLr� g'-�o'/2n ���_4��2n 2l'- j n GoN-rIMUv�..l� , , {2�C�t�� YEr�T . �2.x4 I�k�uT51� v►I.UM I2v,pi'C%t� _� I � f���(c�F . . � � � � G lGa'' o,c., d F�.M�i. {2 M � 2 YR� �If�E A� � 5H►NCaL�.Fj �� �� I --- I XC� \Yp� 12AI�G , � t�J�l.c.'��V �,� , � � . �..�— N I5 �� Fe�-r' _ - f� �2. 2xv �.� � Y��?�n � ;� _.� I N � Fr r�5 3 � n� � �, �FF�r 32 2432 , � I ►� �/i� GbX �LY��ltaOD 5 � � ICp O.G. `� � r 2xP� �'ZAF"�tz�j 2Xiv I21nC�E 2Xla C.�i,a�,l,�. �� 'p � �� � N } m� @ ICv � r�.c., ��t�t ENr� �vv.w 5��2 ��o��2n cc� 3�2 1�-�0" 2 5'-2" � z2l 2 -�'� G�+ � �� , �� � n 5�2�� W = 3� � Np A?TIG �j1'C�12ACq�� @ i�v�� o.G• 2-0 3/s �I -0 7` ti�A Nta,��t s�t r�! � M t hl, _n► t,�N, 5�,?� 3�2 �D - --- - � � 1�1 . �'� No E � w �,�. � 0 � � � n �/,��� 'j" A N l=�1�5 �YEI7 � r'� I �9� °Q FI.U1712 �IN15NE5 `� ,�Qy��,� i� = �a K�FT F�n ��e vEw�r �.s � ��rir�c���r ro �°I vxo '� - � ��.�P PR,o� �TT IN.SUI.C'�'�c'�r� �"'�, �E M�N'- (2� ZxCo'.� � �x � MA�iT�2 �o�C. ��, ��lN��'�`fP - r ��ti p.�u - l.bNl.�h'�a NG�"T'�C� G�HEf�o _► �° p,�A'TH `�'`� ' � � A�`�'uMT���P� ��P� � 2x� c� it.�" vc., GEILirl�t �0�57� C�i� T'op t�.-a►T� 2 �AI�L� �N b ��A1G� p �ll l.� w�gE _� _� , Q _y , U _ ��� . ,n _ '��t _ \N '.5n O i ` ' �, v (2) ZXGv A`� " ' �" _ m I x6 �VD a5cw► " r�oUe��E 2x I NEAoE =� _ ! �. 2 MA5 j��z m _ � � � � R � � � p"Jr'i V!2-O�'1 �N � 11 . A�uM• fZAppen � 1'oP P��7E . , � A-I � �'JCiI�I�c��M1 _ ��'`�N , = r i�' � n _1 I -,� �u � '� I � r � Gv r-1 I►•�U v t„j5 ,�� � �2 5�N�E?L I � _ � � � _ , � �p . \l�N��D SnFF�T � f� GE � �9 � � ; I �,� `N ' _. � \ I-� �YG�p � _� � I , O ct� O N � � � � _� �A1���2 AS I�FC��D. MA E12 �A'r� I (��I/ '�w: �2 � � , � � N � ' ' � � - , i - ---- ' � , ���Z��/ � _ ( i, i � � 2r�'s t� ' I i `� i m , I _ ; �va � F{,o� �� ; _ � _ _ 3 � �-o r�3�z 4-v �`5 z 4-�i� � � �X Efzlcx�.. �vAl�i,s �2 5►�t�G('I�-k. ' ) N��Y �vA�� � IC�"cG `� N w � i _ %�� ; ! � N � „ � , i� �� � � �� , -- ' -- � xz �YoMn � +� m ' �9 � --_� _�. i I i ' � � � I � _ � �� ' Al�l� S 5t�to�..� � a � _ - �� C��saTE� �z�5�5T, - o� w � ' N r� � vr� 2 �c(o 2xlo S�l-yCaS G°� I Cn �.G, I N I�o.TH 12Gr�►�1 ) ' � 21�°� ►ao � a 2 X IZD F /s► �tz � i�=l� i�� �TT" INSUL. ' ; IC�" o.G. i S N x 2�CIU � v{Z Jo �T� @ ' 1Co��O,G, . T tii � � F � �%rl GGX FL`f�Y�p S�Ff�EATN'C� � ��_� ' j � ' - - op ' , ; �l.E 2x10 ��2 JO�7' l�t-� 2 �.� � - � , tY�IEK I-tC�USE I�p � 3 �� 1N041'j - m I ,G, Q' l.1Wt�C-,� F�GFt - � � 00 (T' YINYI. aII�INc� ^ _ i /� t � �A'✓E � , � +�y I � � �N . C3 Al�ral�a �VtaUth ��l=�, �kY,� �i.lD� - � C�I.o�FT =�y � � N C�► .. � �L I. Q ..__ __ _� _ _ c�+-i �NP < 4 ) � � ,� � GAT I N � . , � 00 , ,� �_ _ � ti_ I _O ,� _ (�� � � _ - -- �' -�--- l�T -+____7 �K �LU F. � � �J�� N 'cv � - • � H �D � I " �-_�I �n MA Q. t N �, �'� C2-� 'Lx( �-1 � � C )�2�c�2. �-lFAp ,": � �N�1,� � tzap 'N (2)2°� �N ' ~ � � Ir • ' A:_ - �� �� �� �J : c��r�Nc�ouS __..__ __ : u� Np d�„ (3) �x� �Lin�� --� (,3) 2 x �� �a�.ip�� _ �� �� � � ���n�zs '� 2x�v p�Atiil� Jca�'.�T - - -- - - �It�l , 2 �f.0 - --- - � � - �� -� �wsG � C,�oS�T ' (2 2x�'e'C.�� Gw6�'(' o . , '�L-�.�10 �IAc�R- Jc�l�'S� G� !C�"O,G. . : ,`' ��.�',, _. .� .J 1� , r�oN'�1M--IUoUS k�Ut�� ---_. __ �c- � ; ,�Z� �K l ST►r-1 2 xC� I l�i N o� ,� - — — — — c' hH��� � �n �i ' �N�� � �p ' � � N�/�bE12 �I�.1.�' �. Roa �`' � 2xCo �A-�"� � G�� � J �1'f5 ---- - � � a I w � � a . N = ..._... , _ � - � � , __ _ _...----� _ — ' (T' � i �C'�z,. . ' A��7�'J �,�, �Q 6�/2� i u � � � _ � � , 5,2 4�$�� � �,,2,� _, W '^ I-J��v �Yc�C� 3�, �v�� � ,� ,i . _ � , (,� �+ �Ai¢ - _ ' _ :��- ' � ATT, c. l.'�� Up Fa�E �`TT�� � Ct � � �Xi�� M� I�i-`c-H�N _ � \� i ; � r� �YALI. �ViTH _� .� � ° � � : I ' \VA�I. I��l�o�V a � ' �Kl� INC� ��� .� � � _i I � � �- - 2x 4@TI�o�� v.c,, .5j�" �-IA►21�rvc�b . ��Ls�T►N�► 2x�- ', � u� �� � � , , � � �� '� o r I'-d� . (n �y� . i��iAl2l N �� A,� r� ' i � , � � - � WA�� � � r►2�d5 CG icR o.c., ex-r. .v (�1 . . �— .,. � 2x12 T��►r�.�. � ' � 2x� ��v �o�sr� � I��� o,c, �, � Z c ' � < �� � �•1<!�-,,,�"11�I GA G '�l�-I MG�� IY , , , -- , � � . �.c�M s-r-rzc� T�o� � Tv �-�r�,��r� I �.[� . � J A 2X� (Cn" C>C., _" �AG�, �F ��lA�l. �LO�V o � � �Y�TH �/r�" �NEE��k- � � . � : V �IN. �5? FL�12 �� �./hV� LIN� � � _ � � . � , _ �,. o� N�r2 x, px�s�.�� ��IS o.w �� Mic..�o,� ' �' ; S� G f.� h.J L� �LOC'��. F�I.-A I�I � � H-� c�+ � �G�+ 5i �-uE oF �x��T. I � s c�•l_� = i "- �'-c.��� s 3� 2x� e��.r-�• -1�r�z+J- I d� T����r�� @ �" = io'-�" (+ 1��8 Nc���l�� , , 3�_�-�� /4 - _� oV7EC� �� o,c-, �.Nr� I �C� t� �l a��h STo.�a�e�Et� CG ��-�� G7�G-. GENERAL NOTES _ }�Alili _ 11 .. ..� NE�/ c�� EX�S7'ir�c� r ,� - - "�i "� P �� � ������j � /3� p��� ��M� All construction shall conform to applicable state building code � I�k , '' 2,�ct� {,,ra",j(p�` �`G� � G/'�� � requirements. Details of construction, unless noted otherwise � 1 �,YI'rl-� I�,Z'� G�N��"��,?�!C shall be Per Code Manual for the State Building Construction `, � � O � �X l�--.,.�I I�^�CA- '�L.�1�Of� IQ� . Code. Gt.c7�ET �,,a EXivr)rk� �- , Z ( A�5 u r�f�� �K l�'I NGq „ Contractors shall perform all misc. removals, modifications, P�1it�� " � (����M(� ��;� Q � fl! ' � � I 1 �/FjKZI � � 2 X � GC>I�G. construction and cleanup required to complete the general scope ' � J p� 0o I N ca M � F � � Ei�►C�'� GDLt.� N of this project. 1 J C orz i�sTa�t, � Po.r�+-i Fwv�z Q W �` Contractor is responsible for all construction means, methods, � � E"' � � . � � techniques, sequences, or procedures and safety precautions and, - �U��� /lx�� � ���V `Y�� ( I I � (� L - — _� programs in connection with the work. � R� � ++�p�� ��,�, �rA��. ��i , ; , , ; o � �, AC24t-1MI� N�i��/ NANt�RAII��j � /� I ������ � �O Contractors shall identify the owner and his agents through Lj"�'/a,��, pp��►I��, � i � � V �' ,��.1 ` �� � '� � � adequate insurance coverage against. �ny elaims arising from � � FAG� oF FIRSt + � 'J� �• ` �,) Se'�A�,.� = �� �� � '�.•p�� injuries during construction or failure to maintain safe •�� •�� � �I�j�('� � ; �.(,. ` �` � �+ conditions on the construction site. � ! � w �3 . . . . . . . . . . . . . ,. . I � � .. � � .. These drawings are not to be scaled for dimensions.Use dimension �j�•(p ` ' � ' � ; given or field verify. , �m2 f �X��C'� f�� F G� J�I�j'j'�,�j �4 a � � ---- � °�, � I�IvT'E� I•I P.W W��po�v5 .�t2� A(��!M, G� � �co�� v, , i Standard framing lumber shall be No. 2 Hem-fir or better, with Fb � � Q �u��� +►u�c� �Y�T� SLt�-rr�EN ' �NT"1MLlor..ls ` ' �P'�t�1/�l. Cd��Ib ��"�L7 --�' l.��jL� C4(iAZIN�q = 1150 psi. (normal), 1320 psi (snow) and E=1,400,000 psi W � Y "sl r��tu�h-1" � A p�l2ov�t� �zuv.�, r2lt��a� vF�-1�' Cl o � �f7 f2� �t� IG.I�►'�. , ; Design loads �7����I�C%1 � � N e r, ,.,._ �_.�._.w.v� a�. , , . .. .. G� , , 1 _ p�P`�i -----•---^,^---^_.==— - - - '�.- .— .e-.;. "" ,:.�" .F.-�-_-��,r.�..�. •ZNd F l o o r l i ve l o a d s. . .3 0 p s f R o o f l i v e l o a d s. . . . . . .5 0 p s f � � -_...�.,-..,,..,._.�„�.��--_--tr =,.�-K._ .:;.�. A _ - �., __ - -- . . , . 12 0N'r N 12 L l-j M� ���i 1 7 . � �,.,� . �G� YtZ. 1�EKa:�I-v�`..� :� wa11s. . . . . . . . . . . . . .15 psf Q \�/OC'�� �•+�jC.�i " '` , ,, ____ _. _.__._ _ _. v� : b^ Ji I ^ ` ' W � ,,,'%'�VIMYL -'", �� . � - . _ -- �fINCAL�S : `licro-lam lumber Fb = 2800 psi, E = 2�000,000 psi . f�� '� � I ���r ���� pl�f'�i"i � a t -- 5►e�Nca � � � Tc�P ��T� � I T , , ,,;, ; --.- ---- -_ __ . �: � -- -- ��O�f� �' -- , �� ' � ---- ------_--- -- -- —"� Al l electrical woFk shall conform to the NEC requirements. ��(���,.� - _ �.-��� tiQ Ex15T►►.lC� - _ �q'�� .. i O. � _ .. �� _ . _ sn 0. � � l2ov� ;% - ' _ - - i � _ _ ��+fii�c� _ � �"9 - '� � i �� j'r' ` ,� ��/��,�/ � � ��00 All plumbing to be installed per. State plumbing code and all Z �+ tj? ,.� i ��� ;� /� �� �F ; � applicable local piumbing regulations. W � � I,ASH�N�r G� � '�.. � � � � �---�l�tit�'L ^� �j Z � 2N� ���� ��`'� �'QV�' ���1__ � \ ��.. � � 5���r''�� �-�''T �'� /�Nb �(��� � Contractor to be responsible for compliance with all applicable - 0 �i �, — — -- . -- -- - �� • -- —� — _ . _ - - — -- . . . . . i / � � _ - ��� - - -- - - -- building/electrical/mechanical/sanitary and energy conservation ' V , .�-..�,�.�,s..•�++„R, �� � � � � _ . . � �"�+r'�- �.� -a'=:�+, -�t �Y` ".'.,"�' , ��_ �� .t-... ,�'�,,` . ..... . ,�-n� _r�. ,.,x -�-. . x..�„�.Y .a+�..rr,�a.�. ,a��wac. �sw s�2.�+-.��+.«g 3` —,�--'t=� � -+;---�- .. � ;< ��• �" " �^--- codes, state, and/or local . ' �X�STINCq t � � ��>C l5T'I NC4 � GAr-t� LY IZM i _ � � �j�,�i�i��,i�`y�.( f I ��(�F���(� �� It is the responsibility of the contractor or owner to notify the , � � � l -�'c� �,p,�.,�eq� � � � � �V��1rjOl�/�j i � Architect of any deviation from these dra�in�s, � - � . � ( � lr, �,���.,��r;� � '� � Any structural member subject to cutting, drilling or notching �-a,,5� S�F��� �"�,��'�:�� psr j I 1 F��- � ,s'r ���� ' shall be left in a safe, structural sound condition by being ; Ly F�s� �;,r�� `,� y;�,+a� + )` a � �Iry' �n . v,, .'r. . . �— _ _ __ —_ __ . __ -- -- - - -�- - - -- reinforced, repaire�! or� replaced in accordance with the f F,, ���„� ���E structural requirements of New Yoi-1: Si ate Fire Prevention and � ;� 4 ✓'""`�� V�� V����M � � Buildi.ng Code. � ': {x�y ' No�T� �I.�VAT�o� ' � ��_ � ;`� f ����,a, ;. �,�� ' ���� , ��' , ,,,s. � ,� ,, Q� ���* ,>� . <,, .. � . . . . . . . . � � '.i a �. � . ..:;_ .:.,..z..�._....s��_ __ _ � ' � �`' � .. :_ _ __-�_:.�__.�____:.:._ _,_ �ti ...._ .<,� _ , .�:_�_:_�:_z�,.��,,�...,.;� �}� PART_5_�EW_YORK_STATE E�ERGY CODE CO'�PLIA:�CE-=-TABLE_�_1 , �"`"`_ �_ ----------------------------- ----- - - � ,,. . .. . . - .k . � . � . .' . . . . _ .. -.__— .____ _._. __.. . . . . . .. . . � �" . . _.___.. � .. . ' --- -- � ' E\VELOPE CO`1PO�E�T REQliIRED VALliE ACTliAL VALLE Project No. N-93-5-20 T'ol'--I�✓�►T� _ __ _ - -- -- -- --- � � �-*� ��MoVE �X I STI Nca -- -- � -- -- -_ __— ____ `- M11Y 26, 1993 �� �1t�jE '�l.A�s ;, EXTERIOR VvALL R=18 R=19 Date; SHUTT�e� ILzc�F -. __ ___�N I M lq I.�, '"��`T� + ROOF/CEILI`G R=24 R=30 Scale; noted � �y � EX1,��"I►,.tcq ___ � . - ,;: ..... � ' — - _ _ _ : / � � ��\ Drawn By; dJh r�i� ` _ __ __ _ ___ ; FLOOR R=19 '�/A , 2 I%I�0012 � � ���", , ,+ __ ----- - --- t' �HI� ��c�IZ Checked By; DJH -- --- - -- - -- � -- - -- -- -- -- ---- -- - F 0 T . , �- - --- - - _ � � • .... : ,. ,., ....,R _, . ; -.;�; .� _ � R 10 . / <, �. _ _ _ _-�- . , -`� U�DA I0 " \ A _.______:.r. _ , � ..�.....,, , . ..,.._, ;, . , . ,. ..<. � Alteratton of thts document, I excepted by Licenced Architect .�..,._.. r .._._.. �--- ——— . GLAZI:�G R=1 . 7 R=1 . 7 or Enytneer is ILLEGAL �X I s-rl M�a ' ���a'�I f�Cq G�M�'Q. I DWG. NO. I � \�lINI�p�,YS �-p ���I� . � �}�' SLAB EDGE I�SULATIO� R=10 \/A - ° , -,- 1sT �,c1U� t5? F��� W E\TRA�CE DOOR R=2 . 5 �/A � ;+� ' GLAZI�G % = 8% < 179'a 0.K. �:� � {� . � �YGi� C'�LCi�A�I C�N �OL�TN �L�iYA�I O� HE�TI'�G TI'PE = GAS . � � I G�,.IC.�� l..�L-�Yf� IC�N DEGREE DAYS = 7000 SGA�.� . ��&u ... (1 vn _ / —- ----- - — ... -- - ------ --- — - ------ —_ - ---- ----— _ _. — , � ,c d�o , �.�.� ��� � � � • • ' �.=.����-��- Map Legend Deed Reference. Notes. �- Phili M. and Patricia A. Piscitelli dated June 1, 2001 in Book 1584 of Deeds, 1. A roval of Zon�n Amendment for 95 Meadow Brook Road to SR-2 Area � ; � � • 5/8" steel rod set with a tag P PP 9 Z .'�,�,,,�;-"" ,,�',�,,,�. page 26. Requirements was granted January 17, 2012 by the City of Saratoga Springs �� ������ '� � o marker found, labeled City CounciL �; .'�J �' � . yv �,. � utility pole � �'' M' � � 2. The tree cover for Lot 1 consists redominantl of 6-12" ` � � � locust trees w�th o �� `��`� �' '� -- overhead wires some lar e ine and ma le trees overin the entire site. •— � V ' -�"'" �'' _� �,� � '� � —i—�—�—i— wood fence M Q p R e f e r e n c e s: 9 P P 9 0 0 �_,_,� � „ „ „ . '`�. �_�,� �, : : �°�`�. 3. Mature trees over 6 m diameter will be reserved to the extent feasi � � � -°-�.,,,.,� <�. -,�_�_ 3 ,, � � , •�t�-�,.,.,� 1. Beacon Hill Subdivision Proposed Lot Adjustment dated June 3, 1994, last p ble within � o ����_ � ��: �:..�..�--:���'� ,r�'' revised June 17, 1994, prepared by David F. Barrass, LS. and filed in the the setback areas. � ;� � � .�„� � „�s, f� � � : � � �-�,��a�.kllll.df Saratoga County Clerk s Office as Map Number B-279, (,) O �`�-`�� - ���:�;,; �; '`�� S IT �.; » » c � � � `� . � $�y ���� ' -�..= _ � � j 2. Lakeland, A Subdivision by Snyder Brothers prepared by Rist Frost Associates, p � • �, � . � � � "� � �O"�=����,�_�-�-�.�,:, �, ' � � 1 . P.C. dated May 18, 1988 and filed in the Saratoga County Clerk's Office on ,y �° � o o� �"` `�'9`�°""`°'�°°�`� �""'"'��-� -� �: �� � Oct. 15, 1991 as Map Number L529A-G. Owner Name and Address: •� -"'�-' p 'i , : � ����� � � � Philip Piscitelli � ,p � � t�� � �, � ��. r� ..`„�:` 3. "Beacon Hill A Subdivision by Lucien and Denise Galameau" prepared by � ,_ � ���,o,���,�■.�.,� �, �,. ; ,.`�';, 95 Meadowbrook Road J s � ' ' ' �-. � �� Rist-Frost Associates, P.C. and dated Aug. 19, 1987 and filed in the Saratoga S , (n = Q� o ,���� � �'�� Saratoga Springs, NY 12866 , ' � �,t� �',,� �� ! ` ���'�;�P County Clerk's Office in Drawer B as Map Number 144 A-D. ph: 491-8985 p � .� � o : -�.,.�-�-" r '� �=�i c�� ��`��z Z o ���� � � ��` �.y� � �" � � (O� . ., ..��,�..... �� �a �.� . -._ �. ��� ��yr„_,.^��`��k w. � � .. s� � � �. � � � � ,�� ��'a '�'3ro�' nl^" �'�+: � � �I 1 : �= ".`"�: �k1"': �.,� � � � ,�:� � � * � ��.� ��� y � � � �. � � � �.�� � : i� � '#'J�nri�,lt�fe� ,�. .� � , -���;=��`r �.��� � � � i � � �7�. ��'���'��.������,- � � � � � ��,���� x���.� ���' O' � � �� ����:� ��� � � . V Location Map �� �^ FlNISHED ' t1')� � I 1' MIN. � SIDEWALK pp: noo ROAD Y � *: . :'c;�a`.'t:v:::a=:.:.;=:..:. L� U �pp , b a �� � � '' ��.. w v , . . . � � � � •• �'�,. U WRB BOX � 0 .p p MUELI.ER 5't H-10385 � >� AS REQUIRED �� ' � � � � , o 0 4 � e � ' i a � " o o � � ' catPatnnav sTOP �nni w w f!� �.nR�o FlrnNcs — � REVISED LOT 12 � Z WRB STOP �Euu.�a H—�s000 oR MAP REF. #1 & 3 � L ER MUELLER ORISEAL H-15214 3/4' REVISED LOT 14 W 12 Beacon HiII Dr. � A � ' APPROVED EQUAL � -i � rn OR APPROVED EQUAL MAP REF. #1 1= � Zi � � ' ' TEMPORARY CAP OR PLUG 14 Beocon Hill Dr. � Kenneth Schoole OI7d 0 � a N ' (AS NECESSARI� E- y �, � ' 4s• 3�4" MIN. SIZE TYPE K FOI-ZQ'C� SOl7! +, Debra Lynn Schooley +� Y �, ' crn'P�a PiPE Bk 1750 P574 � lnst. #2009044587 � �o� '' ' WA7ER .. .�._ -�;. 3/4' COPPER TYPE K) ::,:;�_--. �D C O N C. B E A R I N G B L O C K $7 T.3 8�1 9"E 3 0 1.3 7' � � N M a N v N I'I (OR SIZED AS REQUIRED) OR C.1. FOOT O 1 2"I R. o1/2"IR. • 0�21= 1/21R. 1/21R. I5 81R.— - - �N� � -1—�—�—�—��� O�—�—�—�—�—�-0' 125.00' 176.37' I WATER SERVICE �" � i ' .� � » M' WOODS � ` ..� SCALE: 1/2 = 1 -0 N.T.S. � �V� b� � ' � �0.�\NO �d•� �I ' REVISE DATE � � � � ����� � � � � z � i APPROVED� CITY OF SARATOGA SPRI�NG5, NEW YORK �✓G No O Z m .;�, � � � MIN. DEPTH 4/94 Misc. �,�� STANDARD CONSTRUCTION m T R E E H O U S E ` u. o ' PLANNING BOARD DATE DETAIL V1/ater Service W-2 ' _ Od� ..�- . Z � � , . � : � � � ��bJ�bB � \�� � � +r p RAMP ,!S' � � (n PROPOSED T1LE FlELD � � � � Q o * � z (APPROX. LOCATION) N N - _ � V� w �Ot 2 ' � ��� z � � m o LOt � � � c� 0.809 aC. DCISt1NG TILE FlELD o D � � _� : � Y � � ,� , � N Q Q (NPPROX. LOCATION) � � o� TOP COURSE - N.Y.S. D.O.T. TYPE 6 PAVEMENT TOP BINDER GRAVEL � Q� J � _ � � 0.574 CIC. a � , ' TYPE COURSE COURSE COURSE p O 0 � Q � N � =W CHAI�VLINK (APPR X. LOCATION)K � � '�' � � N� L 2 Z a O �1 a � � � � =� N F�NCE STONE WALK N °�' � � � � �--o � PARKI�NG 1" 1 1/2 8-10" - a� i � � a � � o CHIMNEY °0 � � � � G.i a BINDER COURSE -N.Y.S. D.O.T. TYPE 3 LOT � � � � 0� � 0 0� N � m �� owo o S T A N D�F I R D �" Z �/Z» �Z» p� Q -ti = � Cp � �N 2 N o_o_ _ —o BILCO S T O N E W A L K � Q�j � p � ' a v C i•4:' .o �� � R O A D I M'A Y O J , � w •b � � � � � J ^ � o � ZW 7 a m � . ''�' • COMPACTED GRAVEL - HEAVIL'.Y � J L WOODS WOODS o v�i a � N.Y.S. D.O.T. T Y P E 4 (S E C T. 3 0 4) T R A V E L E D/ � WOiOD DECK WOOD STEPS ' �tucK 1 1/2" 2 1�2" 12'� = O� {SEE NOTE) ` I ' C O M P A C l E D T O 9 5% S T A N D A R D P R O C T O R. � p LOADING A�' .Q• • ' m ' C O N C. P A D � .. • N '• ' - NOIE: � , � ' EAVES PAVEMENT SECTIONS SPEqFlED ARE TYPICAL SUBGRADE - COMPACTED TO 90% Z � I ` —o—o : � FOR STREET, DRIVEWAY AND PARKING LOT - I = STANDARD PROCTOR CONS1l1RCT10N WHERE TRAFFlC VOLUMES t5� A/C UNITS I � � � � W ` � AND LDADINGS ARE NOT EXCESSIVE. BASED � 15' �� '��"` ' � ' � � ON AN'TIGPATED VOLUMES AND LOADS, 7HE 'C ( � e� 2 STY �WOOD �RAME HOUSE I � CITY EINGINEER MAY REQUIRE STRUCTURAL 0 PAVEMENT SEC110N TO BE INCREASED TO � I � � ' �� WELL P(OINT � � � ����"' CARRY DESIGN LOADING. c�� � �� � , � � � _ � _�'� _� --- 15.2' � I ! ,1 7.4' , o 0 ' w ' w � 0 0 � STEPS Q� ; � '' ASPHALT PAVEMENT �- a � � coNc. _- > � , a3 �� " wa,uc �o � � � IXISTING GAS LATERAL • ¢ � � N.T.S. o 0 125.00' �1/2'IR. t76.06' -- --- 1/2"IR. 1/2'IR. N7T43'15"W 301.06' LAMP POSf G G G G G G G 3 G G G G G G IXISi1NG � L1NE (SfZE NKNOWN� G G G G �, G ' REv�sE DATE APPROVED� CITY OF SARATOGA SPRIII�TTGS, NE� YORK W� N� STANDARD C❑NSTRUCTION A s p h a I t P a ve m e n t P-4 �� \ , PLANNING BOARD DATE DETAI� Me a d� w� � �� Ro a d �5�' wide� / �� � _ _ �� FlRE HYDRANT . w w w w w w w w w w w w w wIXISi1NG 12�WAiER 11NEw(APPROX. LOCATION) w w w w w� � 7/27/12 NOTE 3 ADDED DATE DESCRIPTION ' REVISIONS ' DATE: March 16, 2012 ' JOB NO.: S12-111.24 ' � DRAWN BY: DES CHKD.BY: BRF TAX MAP: SR-2 AREA REQUIREMENTS : �$o.s-�-3o ' Maximum Percent ' of Lot to be Minimum Principal Accessory Building ' Occu ied Yard Dimensions IBuildings Minimum Distance to SCALE: 1�� _ ��� mimum Side Rear Minimum 15 0 15 30 � Mean One Total Maximum Principal Front � Zoning Minimum �dth Pnncipal Accessory Front Rear Side Side Frst Flpor Height Building Lot Lin �0t Lot Percent of � District Lot size (feet) Building Building (feet) (feet) (feet) (feet) �° (feet) (feet) (feet) �ne Line Lot to be � � s uore feet feet feet Permeable �m— SR-2 20,000 SF 100 25 8 30 30 12 30 — 35 5 30 5 5 30 1°1PPI'OV6C� under authority O'f a resolution � I , adopted ��2 -�2-- by the Planni�g Board of �._.� the City of Saratoga Springs. ;� � � � � �/'�.... yaz-�3 � Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown hGitpeB011 �Ote $191'16(� ' map bearing a licensed Land Surveyor s Seal is on this survey. No abstract of title was ' a violation of Section 7209 subdivision 2 of available. ' the New York State Education Law. ', P:\Piscitelli 95 Meadowbrook Rd S12-11t\dwg\S12-111 Piscitelli.dwg � S12-111.24 _ __ __ _ — _ __ _ ____ ___ _ _ __ _ _ _ _ _ _ _ _ _ ___-- ___ ___ __ �_ __ _____ _ __ _ _ _ __ ___, _ _. . .: � � , . . , , , 4 �I . �� . , ���� , . �ED A a E X I ST l N G H OU S E PAss TMRouc�+ yt�` R��y� r wAu< TMRoucH ro KiTCH� , E X I ST I N G H O U S E � �ti°�a,�c'',R` 'yQ�,,��\ ' CONTtNUOUS R(DGE VENT ; ————— ———— G� -� � _ — — , � . -- — --- � � � > , a ,�, � FULL �TYPICAS,JDS REMOVE EXISTING I / 9'-2" n lC ', � , � � I WINDOW CONSTRUCTION � PASSA ER FROM � � I �'� ti `` � � M 2-1 3/4" X 11 7/8"' � = I 4 CONCRETE SLAB w j�,x�t3�j� � MICROLAM s EXISTING � 6X6X10/10 W.W.M. F o p FULL JACK STUDS � � BASEMENT � � MI I M � 3-OX6-8 v �< � � � 5 O �j � � � l I � I I — — � 2X 10's � � �j� o � ' � �VELUX � >c cfl � VELUX � x� I I I TPS-2 �t �'S-2 �j � 2X10 FLOOR JOISTS 2X10 FLOOR JOISTS I �m� � _ � M � � J � a I � ,6� o.�. � ,6 0.�. ;�o � a�N � o ,� � Q � � m�� � � � � 3-2X10's-�I- 3" D(A. STEEL � cn N r � � o r 'Ea n�;m p � '� si� 3 r� COLUMN ON I � , r� l I 3 � o.�� _ � � 2X12MROOF RAFTERS � 2X12wR00F RAFTERS II � I� 24"X24"X12" ___J N � - -- oo � rn U o v � � j� O 16 O.C. � 16 O.C. � � I� CONC. FOOTiNG 2. �� N I I Q � � �o 3 — y �� �j'j 2X 10's � � � VELUX � `c� � � N _ _ VELUX � f TYPICAL HOUSE FOUN- Q � � M �TPS-2 � � TPS-2 � � � � �V DATION 10"': CONCRETE ( N I � BLOCK ON 10" X 20' � � � ,n = CONTINUOUS C�NCRETE I � ai FULL JACK STUDS 'I � a � I J I FOOTING � ` � Q � � ( - = 3_2X,2 s 3--vc,o'S I-'-t U � f �4 CONCRETE SLAB w/ � o I 6X6X10/10 W.W.M. ' O � L-- J I � FULL JACK STU S II � 7 I � � (TYPICAL) '�v I r � ( � L- - -J crcw2 �42a cTcw2 � � I � Q- cw2s � io CW26 � ( _ � N � I � � f I — � I a f � I I l � P�m BILCO I I 14'-4 .�c o BASEM ENT t�,o — — — — — — — — DOOR - . $j �,�_ TO DETERM NE I I I I I � S�Ha ,� P� i f FlNISHED ` RtGHT ELEVA►TION ` �E J I : � �� �` SCALE: 1/4"�1'-0" 6" 3'--8 1 Z' 3'-1 2" r 3'-1 7' 3'-8 1 6" — 7'-3"' S'-6" 7'-3" 5'-$" ' 20'-0" 20'-0" F'IRST FL�OR PLA1�! I'�, ; scA�E: !,i/4p=��-o" FOUNDATtON PLAN , � : , SCALE: 1/4"=1'-O" � VE�UX ROOF 12 wrN�ow �s Asphalt Shingles �; � 2-1 3/4'x �s' !, ; Building Paper MICROLAMs ' � Ri�c�� P��AiI� / \ / \ I 2X12 ROOF , � � � � 1 NOTE: PLATE HEIGHT TO MATCH RAFTERS � 16" -0.C. � � � � � � ExisT�Nc HousE - - - _ 5 8,, PI ood Deck . _ _ , ___ _ . . _ � _ ;�_ �...:._ _.._. . � Y�^' NOTE. SOFFiT TO MATCH EXISTING HOUSE _ ..__ �_.._.. ._. _ ■— _ , . _.. _. . Z : 12 . �_ , ' , � � � � - sf. 2X12 Roof Rafters C� 16" O.C. \ / \ / i \ / \ / X ' ; : W A(uminum Dri Ed e � , � P g � + ~ 2X6 STUD WALL i W � ; O (2q"O.C. TYP.) i " R-30 Fiberglass V ; � 2x�o �ooR ,ro�srs ; Baft lnsulation NOTE: FLOOR HEIGHT TO MATCH � 16"O.C. . � � I I I EXIST(NG HOUSE To Mta�tch Existing � { W I I I ', Z ; � 2„ G sum Board � ! W8X10 STEEL BEAM i � � — I I - I X Sof�t Vent � ' R-19 Fiber lass O � , W 3"DIA. s�. co�ur�N � Batt Insulagon ~ W - - - - - - , _ , � Z � Q — — � ;� ; o o � � 4" CONCRETE SLAB � 2x6 Stud Wall F_- � � p REINF. W/ 6X6X10/10 ~ REAR ELEVATION NOTE: FL.00R HEIGHT TO MATCH F- W.W.M. �24�� O.C. T�.� Q ...J Y � EXISTING HOUSE SCALE: 1/4"=1'-0" +� :�. -`• • ',a. .� ,-,-d_d: Q �"1 O � � • •� : -- . � W � CONTf NUOUS RIDGE VENT � i' W �m BUILDING SECTION � O U o sc��: i/4^s��-o" Masonite Exterior Cladding 4 _ � � 0d ,, i 3/4" T & G Plywood � — l�.l , 2X10 Floor Joists C� 16"O.C. 0.. Q. � _ ; Parging ; � , ., Hilti Fastner _ j ` �tot�rr Bituminous Damproofing ! W/ Masonry Anchor o 'f F�nished Grade ; 2x6 Sill Plate �Z Z � Z W . Fiberglass Sill Seal � a u� o , J V j ; EXISTING HOUSE _ „ O Z Q uWi cn : _ { r�ROPosEo W 4'� ConceeBe�Bk � a � � ° � � ADDITION ', � I O C k C C 1 P Z a Q Q z ° ' 0 � 2x 4 P.T. Furring a t» � o � � � ' � 3 2 4 O.C. w/ 3 1 /2 fi berg lass � �. � m w � ? C� 0 � - �. Batt Insulation ; � Foundatiot� D;-a;n — I ,; -- , I (As Required By Site ' Exponsion Joint _�.._.� ! COt1C�It10t1S� „ Sheet No. A-1 �f_ 1 �----J . e 4 Concrete Slab Reinf. - - ' � � '.� e� ' d� W 6Xt�X1 � 1� �N.111�.:V1. » ._ L- -- --� , Note: Top of Footings at '•� � -' ` � �� � � � s�aie i/4 a � a" . � � LbCATION 4 0 Minimum Belo��v • . a a d d „ „ oate 8-�-as c� . . . S R n J No c t.E , ,nished Grode a- - . . � � 20 x10 Continuous .,oncrete , � .. , � � E : ._ ���' .�. Footing �v/ 2 �a Rebars o�aW� by �Ps F I �� � ° ,. I ( � Continu�us _ Checked by uCC - - �— — - - - - �— - - �— -- � -- ` . .- - — LEFT �LEVATION � TYPICAL 1NALL SECTION _ • — —• — -- — —• — — - —� �- - � ' _' ' —. SCALF: 1/4"�1'•-O" SCALF.: 1" � 1'-O" "s'�'�' I ` v�b No. Rf� 109 .,. ' � {'�I G' !�O. . ;