� 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,$79 SQFT' z ,
<br /> � . „ � �, M
<br /> �,Q� 21 D � � z�9 ry^ 21 � x wA v�r-��4� � NET NEW 2,923 SQFi"
<br /> ` ��,, ' � �� ` 208 , � 24" INS DIA yERT CONC CISTERN PIPE TOTAL LOT COVERAGE,28% �
<br /> � 217.6 2,7'DIA CONC LID EL-218.07 ' c/1
<br /> � � - � -� � fl �
<br /> \ \ �� \ ��� �1,2 •W 6,�PVC(WSW)�E=216.22
<br /> { � �\ �� \ �� PA „ BTTM EL=214.87 �'
<br /> \ ��' ' � " Ty�O 1/2" FEEDER PIPES {+/ySW) AT BTTM p � O
<br /> \ `��/ \ �� 218.1 1/4" FEEDER PIPE {N) CO � � •
<br /> �� 6 � �
<br /> �\ 5 D� 2�p �� . �
<br /> p C'� ,�� �
<br /> \ o P a � � �
<br /> D 212 �,L
<br /> \ 11496 S.F. F` � �
<br /> CL 10'VV JUNIPER HEDGE
<br /> � YD O � 'L�� ` 4 �' .
<br /> s � t
<br /> N � -�.Y - + >,i�`_ �� r I
<br /> Q
<br /> J _ . ' '. f'1� ZS.,�
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<br /> \ ' �x �� �
<br /> �_. ` ,, ,
<br /> � � .. . �z_�v-C'rs �C�����`� CI�E � �
<br /> � � � � '�,., � .
<br /> „ YD � 2�� '���� '��r
<br /> 8 �
<br />+ g �,:��';�`- " CB . � WI1.3'X0.5� GRATE 1
<br /> NtS� 2� , ;a- � � ,�` LID E , .59
<br /> � � PER B MA�P LINE OF 10'-0" ` `���Y��`_ w/4" � � PEP No P�PEs
<br /> SET SCRIBE "X" IN o U TILI TY EASEMEN T -' " �' `
<br /> \ �: (CAN'T FIND STR) � � �.� �^ ``��
<br /> DECORATIVE � �' ��� �� > ;�
<br /> 2oa.s \'` 1D� '� �' 12935 S.F. � ,� �-�.
<br /> � FLAGSTONE PAVEMENT Z 4; '� �� -�r� ;����� �20
<br /> ` <� � I
<br /> "CHANNEL BROADBA PA � "D � Y ' �
<br /> \ 213.4 �t ''� � DECO IRON '
<br /> � �' � ���` t � -. FENCE ON �
<br /> °S 2�$ 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.
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