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HomeMy WebLinkAboutRecord Plans - Plans - 859 WINTER STREET 10/6/2025 id�yl7i?�t i r�M �. �i1r � ���i•s�yt� V i '�g� k� �`' it ! 1 Y t k +[ !� �rE v d 4u v r iti i, �5 t ty :M i nay � j41h1d� 1 (Y �i� r r 1 y ✓ V1c+ � t aZ {c �w .rfrrw , , 1IGl� it I10i 1ilIt F a x b 1 A ti �! } `r ✓B! -e v' l fff 14 ....4 71 M!1I IV,ti�141 ATE A 3' ° A t I TlT S M.y4".in •L 1 ��5� � qu�r� rr i� �c^I � iS' SS� ry v ��, ... �L•J a^'�}} ii t`l i}d �f kk u4 1 way�' i", �I'I c r•� ,.•wen }} a� 5 �{l :�}sly. �il qk 011 i � aE �� NWg3W, ti '? i Tt j� �ro�i.Y� ff {y_t re - S � S � ISr i I�r��d��4�l �,17�t 1W'{t ,. S!t. J• > 'S-"4'�%. pr�Ys �Y�4 � r 1 V f {I��5{, n. nl H Y���I irl l l i 1 t.l �• '." Ytt '?-M. .If 17 4 R�V�i� � ' .y ilw {{ V I�Sz 1 r � ``• � +rx�tr � M 1 �'wY � �a '{ANY �;"r t�i7�tti�l'j'Ivfnni;�I �i �'V S S M1,�l t .ty ..:� e?i�'.. J p�i.� �,�" �• J r, �,�1 � �r 4�< YL)�IP +�zi � c � �'"i11'l l �;�, �?e�1.£i' r.�'a� t �•. •,a 'p �.,��+���i tKr� ,i�>;I n 1ti ui 1 t ' �yV�'s. ��� ��€�, ` �r'�"�a ��'! rw � .��' a• � �' It �t A[ a•' `µ't t' r �.Y t �.+ OF { l �d t [ yC sfy'� qyw 'ywt ufi lhtictlr { 3it ii Ir n: � 4 ! I t yg f" J r� n d Attachment 3 Information taken from Goliathtech.com Screw Pilings Instead of Poured Concrete Footings Here's why: Rapid installation Minimal impact to the landscape No excavation Start building immediately after installation Perfectly level structure Ideal for restricted spaces Year-round installation Removable and reusable Low environmental footprint Suitable in all soil conditions No concrete required READ.MORE. -------'---------- ----------- x 191.01 W/F 2A s x 191.01 _ W/F-1 As r 19fi. 1 2.Ov 1922d- -.q` 190.99 � 193.1t3 t 3.73 191.97 92.341 ~ 191.^ 191. 1 199.87 191.7a f 182,49 �, 192.62 .� �. - i # x 194 goo 190.4 19t49 TCINC194. 192. LZW4 r 92.95 � c _ r- -VC 193.94 ,I,�$ , 192.ig.-' 192.255 192,63 193.19 r x 93 6'3 193.65 193.79 �g 192.'94 2,90 192.96 a 1 3.1 2 3. 93.115 $dT, ca1c. pRd 193.34 2 93.32 193.32 193.37'`� SAY 1 43 c` 19337 193.47 t'�g& 193.73 194.t 194.4B 195.02 a 193.87 194.22 193.41 93.46 I 19170 194.57 194.04 193.37 i1� i`9 . ieV 194.40 ta4.1�r 193.57 1 193. 93.sa 193.58 f- 1 0 194.34- 19k:56 194.83 193,70 _ 19 1 � 194.13.4n�Cr 1946® 2 193.81 x y97 ` 94,4E 19 2 192:13 r 194,17 195.02 93;97 194:i5 7 ` i93 19 119 194,15 4.88 194.44 ``84 x.19 9P�f r \ 1, 2, 347. x 185.2ffi %� .8, 194. 195.27 Sr °r 1K59 Bt 9�1 194.63 195:53195,51 51�r 194.8 1 195:35 $ fi9Yl 194.03 z 194.93 G R A S S 1 I 195,66 1 4,57 194: _ 195.33 194,83 o-z 194.99 "?. 194,77 - 94 195.t7D 195.Oi 195.49 FF'�19 1 195.55 1 543 x 95.Fr2 19$?4 �74 1 .2i3 1M07 196.E `t96 r X 195.17 195.24 49 , 195. 106. `� 1'95.21 RtP RAP - 5.63 199.38 195,57 195JS � 196.2� �`` (7YP:) x 196.79 ti�. 195:62 1 195.1 4�p{} E95.73 G 196 13d6.3 19 186 59 195,56� � 196,42 196:59 696 " 197,E 195:90 197.42 197.17 196.73_ �i 195.4 \ ,T' ���97,3t � � '195:6 2 � 19�.31 196.10 19 '1��r x, 02 196.36196.49 LET x 197,70 x 196.60 196.48 196.76 N/F WLLJAM D. ARMSTRONG_