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NW 1/4, SE 1/4, SEC.30, T,29N., R.SE., W.M. STAIR DESIGN <br /> SNOH(JMISH COUNTY, WASHINGTON `BY °r"ERS' <br /> �, � i � ��i �;�; � <br /> � � � <br /> � i , ; <br /> � I � <br /> i � ) � <br /> i �- <br /> i / ,���� �� � ' � o <br /> i / --=- _,��°� �.��'� <br /> , � �___�-_.�._^. � � <br /> � ; �i �. � � <br /> , 2% , <br /> / , <br /> � , �, 5�, z2� � . ���� ' l 1 <br /> ,(� FOUND REBAR & CAP, / � � � , ao � <br /> �j ILLEGIBLE / � ��� ;� ��'0 � � <br /> � 0.13'S X 0.15'E � � �a' � `` � \ <br /> ' o �� / � \ 1 � � <br /> -. , � � � � <br /> b �/�` \ <br /> � o � <br /> � � i <br /> U � � \ � � <br /> , ti � , � <br /> 30' � ��`j 30' � �� c; /// i �\ � � � 1 �1��P0 T <br /> , ` <br /> � <br /> , 7 /// �\ � � � a - <br /> � BLOCK � .� - � I --- — � <br /> ; T � <br /> �- — � FRI�AI'"'S �1RST AaD�TICN TO EVERE7 �- �, �, � � � '� � <br /> T � � ' ' SCALE: 1 " = 20' <br /> '� ,�, '� �z�=3s.�;� VC?�. .�, P. 34 � RAMPDETAIL , , , _ <br /> � � R=183.?0' // '\' SCALE 1"=10' HORIZ, ]°=1' VERT � � � / <br /> 4=1 1"30'20" / j � � � 20 l0 0 20 40 <br /> � FQUND REBAR & C�,P � � i � � � -� <br /> / � ,- <br /> SSMH � 'ORA 19583, 18924-, 3�432' FOUNQ 3j4" (RQN PIPE / ;, � � <br /> RIM 182.75` /0.��'S X 0.09'E 2� ,, � � � z z � � <br /> �� / SLOPE AREA TO ``?�� X 0.14'E z z ,� ,-,, <br /> IE 36° (N,S)=166.93' � EX. 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I ---'__—___'__ _'__ _� <br /> �, ��,,, ,�„ <br /> � <br /> N83'45�GO��E '27.3� — --.—�_��+ ��n-� t�� ��� � �d �_ �� � <br /> „ CB 1457 <br /> _ __ // MSE WALL � / `.'L-u�u��� .� ?� �\ <br /> _ - ' 9+50 10+00 10+50 11+00 11+50 <br /> _ � . <br /> _ /// �9P�$ o � - �' ; <br /> � <br /> re�� � GARAGE ENTRANCE PROFILE <br /> / l I CROSSWALK CB 1459 <br /> / SCALE: 1"=20' NORIZ, 1"=2' VERT <br /> / � SIGPJAz �OLE, ->�L EX. 6" WM <br /> .�, - <br /> / / �!GNTPOLE ,.l' o� I � <br /> -_. <br /> -- ___� \ <br /> --- _ <br /> - _ <br /> _ _ _- -- l _ <br /> __ _._—_ _ � � � <br /> _ _ _ � � , <br /> — � � �.. <br /> _ <br /> —_- i . � � <br /> _ _ __ /�i �� � w � , a <br /> / / ml act,a Se <br /> a <br /> / � (,ti'lt� BASIN � Ced ir P�hou�� <br /> '� RIM=178.76' "�>��� n�SePa o�hers• ased��` <br /> � � IE=17?.72' t6» oi NE) � ���' ,. has b ed by ace Shov�d . <br /> / � ��n� , �O��d CaW�n� tor <br /> �' �.., ' ord tira cr�a��on P d th�s d �eSucrP <br /> . . o �� � /� -�h�s Re�U��t'�n���at�or aat�or��°a��v�a°y' � <br /> r �-", ^� P o�„P Sg �\t�r\ab�e��fo�m ir$5 ����L� <br /> 8�.�4 � . / the a �a� <br /> Ae • � � e 5 ard�n� c�Q �' <br /> �� � <br /> .. � l�j2g '� �� ce ,,-- n��t ti�'Pe <br /> ��.. `. 1%� � qB • � b � ` p�<� ...- <br /> \ � �r�� �_�.�,,�,-�-�-" <br /> �8� � � : � vl. .-�- <br /> .4es' �,. ._ __._ _ <br /> � 181.38 ,,� �,,,._} :. � <br /> . � <br /> , <br /> . <br /> � ' � � <br /> � � AB � � <br /> � �,nti ' INSIGHT ENGINEER11�16 CO. <br /> 1 AB25 � � ��_ <br /> � � � 177.74 I l c � �- ,----" <br /> AB <br /> � • <br /> P.O. BOX - 1478 <br /> —` � EVERETT, WA 98206 � <br /> �� 178.73 ' <br /> ��, �8j�s �o� 'a Aa �'�.� ��� l (425) 303-9363 (425) 303-9362 FAX <br /> '� qe • ��a PB i J l __ ___ _ - -- INFO@INSIGHTENGINEERING.NET <br /> • � � q� • �8p' I ' I' / 3 AS-BUILTS BRK 02-04-2020 <br /> ___ _ __ _ _- - - __ <br /> '`' � { � � SITE ADDRESS: 3632 RUCKER AVE <br /> � '� P � 21 , � � 2 CITY 2ND REVIEW . BRK 12-07-2018 <br /> . � EVERETT WA 98201 <br /> � � �80 8 qB � � __ _ _ __ _ _-- -_ <br /> __---. <br /> �� ' qe 2 � 1 CIlY 1 ST REVIEW BRK t 0-10-2018 <br /> I � � TAX ACCOUNT N0.'S: 00451401301700, 00451401302000, <br /> , '���P� � ( / REV. N0. DESCRIPTIDN IN/TIALS DATE 00451501000001, 00451501000000 <br /> Know what s b2�OW. i � i <br /> C1�1 before you dig. `�� " ' j � � ' ` <br /> I i PERMIT#PW 1805-050 <br /> UTILITY CONFLICT NOTL'.' TO CONFORM TO RAMP DETAIL � R� � <br /> si�EwaiK sc,atE: �'_�o' NORiz, �"_�' v��r Q' �� w�'si�r`9 NW 1/4, SE 1/4, SEC.30, T.29N.,R.SE., W.M: � <br /> cAUTION� ��� ��'� THE LANDING AT PORT GARDNER � <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, �F,�' 1'� p�Y <br /> DIMENSION, AND DEPTH OF ALL EXISTING UTIL�TIES WHETHER SNOWN ON THESE � � z Cd ' <br /> PLANS OR NOT, 8Y POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL „� , ,� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: <br /> CA�INGRUTIUTY�OCA�E � �800-42455555T'POTHOLING ALLC OFCTH� EXIST/NG �r`�'�?• 36499 t�q w <br /> ��js,I,�ts ,.�� 170891-AB.DW� SPC 03-28-2018 1"=20' 1�-Q891 <br /> UrILIT1ES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSfCALLY VERIFY S � <br /> WHETHER OR N07 CONFLICTS EXIST. LOCATIONS OF SAID UTIUTIES AS SHOWN IDNAt � AS-BUILT SHEET <br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND <br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR GRADING PLAN C�.O <br /> SHALL CONSULT WITH INSIGHT ENGINEERtNG COMPANY TO RESOLVE ALL <br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />