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� 1 2 3 4 � <br /> �� � 64.36' <br /> / � MON "LS 9434" IN CASE �--�-" - �_ _ 4 � i <br /> � � / (HELD FOR POSITION) 6�j�� _�"-" -_--__,__ ��� ���� <br /> `'� - `~� �'---- _' <br /> �l ' ���---^"""- Q=25��200" 1R=287.94' L=126.64' � ''£�'s <br /> - "83°��`W -1� TAX PARCEL NUMBER: <br /> I ''- --�-- � . <br /> l ,1�--/' , � � � � ' 00464740006101 <br /> .� <br /> ___________-fl---- ^ GAS PER AB P R O P E R T Y A D D R E S S <br /> '� 9�~ 535 VIEW RIDGE DRIVE <br /> �-- � /1�3°=���""������� --��� EVERETT WA. 9s2o3 RCHITECTURAL DESIGN <br /> "----f'� �� � ASSOCIATES PS <br /> f^��-_n� r-�---^---;h <br /> -�'� ' �-----�'° LEGAL DESCRIPTiON: ' <br /> i . <br /> �/ CB-5038 TYPE i --'/� ' <br /> �/ RIM EL=190.25 2�866j�r ,.,---``��` � 1 1 2221 Everett Avenue <br /> E �- � 6"CPEP(SiW}IE88.8�.65 -��23$ � ,�---""�� SW4, SE4r �EC. 25 T. 29N.,4 E, W.M. Suite #1U4 <br /> i o '/-� , �-- WA pER E Everett, WA. 98201 <br /> Ph. 42S 259�0661 ; <br /> --�'" �' � -''�� LOT SIZE(A+B): ZONING: <br /> '�� � �� � � i;£::k 4,^� . <br /> �v, •_ �_ <br /> .i �j 25,683 SqFt R-1 <br /> �,,,� ,.a � - . <br /> ""...'_----.,.. _._,__... <br /> �/ 0.8 i �-...'� ^,--�� <br /> ` ` 190.8 � ' <br /> ��/' CB-5020 TYPE I ', ' �°jry �'� ---'� p �.. N� <br /> RIM EL=183.36 � +, � ,;--= �/'� � �� �� <br /> �/ 12"CONC(E)IE=180.48 �' � ", �V �/ �-- OWNERS: W � o� <br /> 12"co�vc(sW)iE=�aa.4s + CB-5062, TYPE I �.-- � 30E AND CHARLIE PIGNATARO � z � __ <br /> � l-�+� RIM EL=188.10 ' (,�U E"'� <br /> 14900 72N D AVE W � <br /> � � t � ¢� `;� <br /> � '+cr (DRAIN TO W S!DE STRUCTURE EDMO�lDS � WA. 9$ZOC w� <br /> � / �� �� �`,,p WEST CRACK EL=187.25) "�� 1 � � <br /> g� / <br /> � � '� `�� F011ND 1/2" REBAR AND CAP � � PHON E: 425-330-9313 M �� <br /> � � -; MCDUFFY W/uNREAoAB�� �� D � � fMAIL: cpignataro@comcast.net ,'; <br /> � , 0.13 E OF NE PROP C . �� � <br /> � � �, T$M�A p� CONTRACTOR: <br /> j�� �' << �� t <br /> � `��R �` � GLEN OLIIV These plans are the . <br /> ,���E P� „ „ � f � copyrighted material <br /> �P SCRI X I <br /> �8 cEN �NE .� 0' � t � GLEN OLIN HOMES of ARCHFTECTURAL <br /> � � �,0��' ST E DRIV AY �°'� � �°'S . v ) 10131 35fH AVENUE SE DESIGN ASSOCIATES, <br /> -B �6`�gg . ' � EVERETI" WA 982Q8 P.S. any plans that do <br /> 1• � <br /> ��e $�g9 I � EVEREIT, WA. 98201 not bear an architect's . <br /> ���- � � /,sa.z � 1 stamp signed in blue <br /> 4 �so � Ph: 425-5Q1-1531 ink are unauthorized <br /> / �-5000-- so .��o�' 2 �'_ <br /> p - �YPE i ,� a � � � � � • ARCHITECT: copies and may be in <br /> �26 _ ---''� � RiM EL=176.23 s 5° ,�m � � •�, o � � JAMES THOMAS p violation of copyright <br /> ' �� / 6'PVC(SE)IE=174.63 �P �`? � IdWS. <br /> 19C.4 Yo , ' � a �o ARCHITECTURAL DESIGN ASSOC.,PS <br /> , / � �i�o ti. � � � � 2221 EVERETT AVE. #104 <br /> � �,�,9°�� N �00�238`oQ LS �9 �',`� � � EVERETT, WA. 98201 . <br /> �� a N ��. 2 <br /> �' CB-5�01, TYPE I * n �S - R : 425-25Q-0661 <br /> jthomas@arch-design.net <br /> � ���' RIM EL=176.53 '"T I 30' <br /> 0 8"CONC(SE)IE=175.03 STF2UCTURAL ENGINEER: <br /> � �p��� 12"CONC(NE)IE-174,8a �� . ���F <br /> 30' � <br /> , 3 6"PVC(NW)IE=174.53 Zoo ' MICHAEL MITCHELL P.E. <br /> � �2"CONC(SW)IE=174.18 J, � DOWNSPOUTST E � MICHELL ENGINEERING, INC. <br /> CONNE D To 7821 168th AVENUE N.E. <br /> so, /� �� TORMDRAIN INF RATION REDMOND, WA. 98052 � <br /> � � � SYSTEM E CIVILS BY �, � <br /> _ �a - ' `� OMEGA E . ti° � ..> �. Ph: 425-747-1500 Z <br /> � `� , `� �p Email: mitchellen ineerin inc@comcast.net � <br /> / 1� � DECr� -J g � <br /> �' \\ � w , '� 1 48 S.F. EL.207. � t �- , <br /> � CYCLQNE FENCE ca � � �� � <br /> o ,� �, N S P O U TS � L OT C O V E R A G E: �-�- <br /> � Q.5'W'LY QF PROP LINE Z J' �� �',-, �l• � TYP. w <br /> � ',�'� H <br /> o p �� ,�j � � ROOF OVERHANG IMI � BUILDING F�OTPRINT: 5,270 S.F, � <br /> � �� � �` C �g� 12 F @ 5.5PLROP SIDE f DECKS (INCLUDES R�OF oJENTRY). 868 S.F. <br /> � - � � 11518 S.F. ° x OaDEC��F �, `� �,i � ,,; � TOTAL: 4,405J5 S.F. <br /> / �, a I 03.8 , -� �� o� PROPOSED 4,256 S,F. �? W � <br /> \ � '' yy� / � 6 138 S F. / 25 683 S.F. = 23.9% <br /> o`� C ,-� ' �� 1-STORY SFR � � i � i x � � <br /> � � 2LOT ' �" `� `� '� �i D Z � � 35% ALLOWED BUILDING COVERAGE �` � '" <br /> �s ,�2 ��� o , ,� � 970 S.F. 3 CAR � ; <br /> - � �,o � a !,�-- `� GARAGE /� �� c�,n ���� s� <br /> e / � � SITE ---- �PLA .�� � . �c <br /> �,J <br /> ��.t��� �� 48699 S.F. � � � FINISH FL ��� �- � � , H EIGHT LIMIT: -���.E�c=� .��� <br /> / ' !-1 - Z V 7.71! ."�;;.�y� �'�^`�`+ <br /> FACE RET. �yALL �s o� � . ��`� __F� �� EL.208.0 �\� zo7.s /- <br /> �\ „ �, �1'-�,�\ �`� � ' / ��PBPN����� �r B = 204.80 " <br /> � ; ` <br /> DECORATIVE � �� �`� \ �\ � `l�\ ry N'(0°523$ � ! � = 2�3.8� <br /> CONC SLAB ,� ��,,,� �� \ TOPOFROOF �� �g9 , � ' D = 2n .00 <br /> N� �` ry0�' � \ �� EL.220.0 `` a � v� <br /> � --� � �p •� �1 \ TOP OF ROOF �o \11 � <br /> �Q LO �, � \ T.O.R. EL 224.0 � �i ` <br /> TOTAL = 825_5�06.3� AVERAGE GRADE <br /> O\ \ �\ EL.220.0 ,��' \ 09.0 4 <br /> � p� �` e� �'�� FO UN D 1" OUTSlDE <br /> ��' • `� ` ` -��l � " � � DIA IRON PIPE 1 ZO6.38 + 28.0 = EL 234.38 MAX. RIDGE HT. <br /> �a :�\l ROOF OV G B ��� � �" � \ \\ � � <br /> 96 199.4 @�.5' SIDE 2oa. � � �,,.-� \ �� �.12�S X 0.33'w( , <br /> ` - - X HEIGHT OF PROPOSED SFR. = EL. 2Z4.15' <br /> ° ',z�2 P. �\ ° ���� , \ o � . OF NE COR LOT B <br /> � 3 D � � -�� 1 <br /> 196.6 \ � � <br /> �,�� `� -� A D ,9s.� � o � � ° -' � � <br /> t �I� 1 U' �� 8�'�a � �� � t���� � �1 EXISTiNG SHED TO ` FILL & CUT: W <br /> \ 0 1� o � ` ���'' �` � ..� l r BE REM OVED t � _ O > p . <br /> � � �, � cur - 14acY � N <br /> � 1s7. ,` N g1°30'10"E � \.-�'. Zp8 �� \ � � 1 � � � � � <br /> � � <br /> � ��� � � , � �,,�' � G�P�N�'l, � � �r. FILL = 140 CY '� rn <br /> .�o L• �985 " � '�, � �` �,- � TOPOFROOF s � � GRADING QUANTITIES ESTIMATED BASED ON .� Q � ' <br /> \ , ,, % � . D \ ` � U � pa <br /> 'd� , � Et.zzo.o � �; <br /> SE COR CYCLONE ' � � �� � 4'H BOARD <br /> } � � l ,.,�-' `� � FENcE c TOP CURRENT SITE INFORMATION &ASSUMED � � <br /> � FENCE Q.21 S X 1.52 E � Q � <br /> 1 OF SW COR LO ' =' � o �.- ' NE,,,, y WA�� I EXCAVATIONS NECESSARY FOR PROPOSED � . <br /> �-- , � � .. z � <br /> \ �� � _ <br /> IMPROVEMENTS.ALL CUTS TO TAKE PfACE o � Ur w <br /> CONCRETE <br /> � ,�'" DRfVEWAY � � <br /> \ 2�"F �`��,,--' 2 ,,.--' . �� ��� , WrfHIN THE BUILDING F4UNDATION "- ^ H > j <br /> �.�'' � � ,�''f� \\ �� � � � M W <br /> B � � . L' ..� •a� QO �� �-'" r EXIST.RET'NG � � <br /> Na � EXISTING SFR, �: ,-- �°�3' �� � � �wA�� � � IMPERVIC��1S SERFACE: v <br /> � GARAGE AND PATI O �"� . ���� � � N EW 7 HO2 S FT B <br /> \ TO BE REMOVED����'' o N ry X � Q W <br /> � <br /> ``��.` _ � ,s n � ( � 4„ I EXISTING(TBR) 4,$79 SQFT' z , <br /> � . „ � �, M <br /> �,Q� 21 D � � z�9 ry^ 21 � x wA v�r-��4� � NET NEW 2,923 SQFi" <br /> ` ��,, ' � �� ` 208 , � 24" INS DIA yERT CONC CISTERN PIPE TOTAL LOT COVERAGE,28% � <br /> � 217.6 2,7'DIA CONC LID EL-218.07 ' c/1 <br /> � � - � -� � fl � <br /> \ \ �� \ ��� �1,2 •W 6,�PVC(WSW)�E=216.22 <br /> { � �\ �� \ �� PA „ BTTM EL=214.87 �' <br /> \ ��' ' � " Ty�O 1/2" FEEDER PIPES {+/ySW) AT BTTM p � O <br /> \ `��/ \ �� 218.1 1/4" FEEDER PIPE {N) CO � � • <br /> �� 6 � � <br /> �\ 5 D� 2�p �� . � <br /> p C'� ,�� � <br /> \ o P a � � � <br /> D 212 �,L <br /> \ 11496 S.F. F` � � <br /> CL 10'VV JUNIPER HEDGE <br /> � YD O � 'L�� ` 4 �' . <br /> s � t <br /> N � -�.Y - + >,i�`_ �� r I <br /> Q <br /> J _ . ' '. f'1� ZS.,� <br /> inni z 1� , . , . �. ..J. \ <br /> N� 9 v v n t �� _ »r ' - ""_ � (.3�t c�C � � X <br /> \ ' �x �� � <br /> �_. ` ,, , <br /> � � .. . �z_�v-C'rs �C�����`� CI�E � � <br /> � � � � '�,., � . <br /> „ YD � 2�� '���� '��r <br /> 8 � <br />+ g �,:��';�`- " CB . � WI1.3'X0.5� GRATE 1 <br /> NtS� 2� , ;a- � � ,�` LID E , .59 <br /> � � PER B MA�P LINE OF 10'-0" ` `���Y��`_ w/4" � � PEP No P�PEs <br /> SET SCRIBE "X" IN o U TILI TY EASEMEN T -' " �' ` <br /> \ �: (CAN'T FIND STR) � � �.� �^ ``�� <br /> DECORATIVE � �' ��� �� > ;� <br /> 2oa.s \'` 1D� '� �' 12935 S.F. � ,� �-�. <br /> � FLAGSTONE PAVEMENT Z 4; '� �� -�r� ;����� �20 <br /> ` <� � I <br /> "CHANNEL BROADBA PA � "D � Y ' � <br /> \ 213.4 �t ''� � DECO IRON ' <br /> � �' � ���` t � -. FENCE ON � <br /> °S 2�$ Yr �- FOUND 1" OUTSIDE <br /> A \ ry�q� 205. � 214.7 , 2�6 r > >r � CL VVALL � <br /> ICV. , 44"S ICV � �i� -�^�'' '. D1�1 IRON PIPE A <br /> 90.63' , � 90.62' f �r V � � .41'N x o.os'V� _ � <br /> coNc ro`�` 2.g Date: <br /> ASPH TO S`=� -- S --- x ' X ,..X -. � Q ,. PROP C0� ' ' � <br /> ; ;- . <br /> � � 81.25' DECO FLAGSTONE %PPLU,;,,__._....__ 3-4-2016 <br /> ` �;� .: ._ <br /> YD-5956 N 88°49'13"W N z�s.a COLUMN {TYP) "� <br /> � L!D EL-210.72 `,., z�s.s , _:_ <br /> 4"PVC(N)IE=210.10 \ �.� ~ 2��,5-J,6 <br /> zzo.s zzo.s z2�o._ � �� � � <br /> ` ssMH-5�oi <br /> .:, ; <br /> S�TE PLAN � Zo� 40� , ti 2zo� 2z,.6 � <br />� 1 � � �� CAN'T FIND SSMH HERE;: �'�. � � Rl�yt EL=223.55 <br /> Scale: 1' = ZO'-0" ��------��"FOU�lD� ITY STANOARD s"PVC{yy)IE= . <br /> (UNDERGROUND OR GONE} �,4 MON '�LS'4 4" IN CASE 8"PVC{N)(OUi)IE= <br /> , � o � DECO PAD FOR CL 1NTX l� IyVE RlDGE <br /> � � � � - - - - - - - - - - _ _ CB-5871 zos.s N N 2� RASH CANS DR. AND HE ` S RD. � � <br /> � HE�D FOR ROTATION y <br /> W�2.1 X1.1' GR-A�-:_:� .__ . Q ( ) <br /> RIM EL=217,67 Ziz.3 2�a.� ROCKERY Z�so 217'9 �' JB FEC � � • <br /> __-----`"_- � <br /> 6"CONC(N73°W)IE=216.84 i .,; � N 88°49'13"W� - - T -' <br /> : / <br /> � 2 3 �, 5 copY��nc zo�s <br /> 1 ARCHITECR1Rf1 DESIGNASSOCIAIE"i,V.S. <br />