Laserfiche WebLink
SW 1 /4, NW 1 /4, SEC 17 , T29N , R05E, W. M . <br /> 1 0 �� <br /> e• 2a o zo 4a <br /> � SCALE IN FEET NOTES � <br /> 1. WTERNAL ROOF DRAINS SHALL BE ROUTED TO STORM DRAIN. NO RED BARN ENGINEERING INC. <br /> EXTERNAL DOWNSPOUTS. 6610 NE 181ST ST STE 2 , <br /> 2 FOUNDATION LAYOUT FOR REFERENCE ONLY. SEE STRUCTURAL PLANS FOR KENMORE, WA 98028 . . <br /> SLEEVE EXT FOOTING DRAIN pH. (206) 200-7174 <br /> THROUGH FOUNDATION WALL �g g� 7ypE i S.�rn ��0 3 P PES SHIALL BE ISLOPED AT 0 57 MIN. UNLESS OhiERWISE SPECIFlED � REDBARN-ENGINEERING.COM , _ ' <br /> � I . P#Zp ,a '�� I I \ � � SEE�O . 6 (TYP.) q � 4. PIPE UNDER BUILDING SLAB SHALL BE SCHE�U�E 40 PVC PER ASTM D <br /> 04.85 � oys y � '7 \�`'fo g�rn: �pb.G4 2665 <br /> K NAI I H``o� � � s�<i0 �Z� Ib �W� ° I V3•,Z S. TRENCHING AND BEDDING FOR SERVICE DRAMS SHALL BE PER WE <br /> ; �-�.g � w _ \ � Ff sO\ ��<o IZ� IE LS�� ' IOI.3� STANDARD PLANS <br /> . k � 6. FOUNDATION DRAIN PUMP SHALL BE PER DESIGN-BUILD MEP IF FOOT7NG <br /> • o. — �-��� �y,�. �= �OI. 3 � ORAMS ARE UNABLE TO GRAVITY TO STORM SYSTEM. FOOTING DRAIN <br /> ' 3 � � �P� Q� SHALL BE 1' HIGHER THAN STORM AT THE POINT OF CONNECTION. ' <br /> -� � � � �p9� IE= ��6 � � CB FIM=11L_ � <br /> � �6 ce T - - - - - - - - - �� IE=101:q ,12"� V IE 6' oi (NE)=1o.,. �, i . <br /> T � ' �a, CONTTT(((222ACT TO POiH� A D <br /> RIM D .6 • . � SGNAL AHEAG �� <br /> l I I � D�MME I R.L PRIORT <br /> �IIE 6' PVL (�0 .8 ' WS— (� 1 SIGN � t� <br /> ie e' oi (s)=io .eo' � � ' .� � � : ., ., IN ALLATION OF�$4 so � . . <br /> � : 3 I W � I I I � � , ; � ��'*�\ o � swa��E" � e CALL BEFORE YOU DIG <br /> 1 P <br /> � � � �I � � ..� a � �, �y��� so R�� . <br /> � � �� � i � �� � �.� � � � �� � �-�A�' � ��� \s� p�V,q � � oF WAs,,,�'� . <br /> _ � iaA�Fic � � \ .?,�\� �\ . "YtiP � <br /> � � P��: SIGNAL L09P5 I I � 1+� �\� � <br /> � � �� � �� �� AqSPH �� � � <br /> `� � � <br /> � 3 ., � • • r <br /> O r`� �� �' ��' - *. FOOTING DRAI C2.J so ���� � � � :'. <br /> ` I �t <br /> o : . I I I I m' d • � � O� • Oqs �'r o� 'A 45286 (v� . . <br /> � I I <br /> 3 <br /> ' }1a Hep r�. �so �cisrERE� ���'�v <br /> �� 3 � � �- � I I . . , . . . . � �� � � � S�oNAL E� � <br /> ��Ra � : • : • : • : • : • : : : • • , � <br /> 'y. w w w �.:.r e• o ' . . � . . , . . ' ' � �...... s� 9�27�19 <br /> ..�__ w w w � : � =ioa.�� � �:l I� p._.:-rT-.-So' . ' . � ; � . . � . � . � . . _� , s�pE� ��a "ea �r � so � DESIGN RJW <br /> E . . . <br /> -: 3 � IIi R �n �s '�e I I � ' z ' ' �I� � . . . , \�, PARk,ryG"'TF ,1s ��s �� \ DRAWN RJW . <br /> �� "" � � 8 LF 4" PERF VC � ROUTE FO BENEATH 'e • �� � o�S �\ Z -� CHECKED RJW � <br /> .. . �1 � 0.5% MIN �.� �TrA7SKIAC PIY__' � '� g��� .. <br /> -., � . 4" FDCO � - Y N� I I w . <br /> �� � IE=1�12.06 �� _��� �•�- . �z� __ _____ '� ' � __p'__— � . �I�� Q � . . <br /> � <br /> 3 �� I U-CURB f •- — - - - - - ��� 4" FDW <br /> . DI CHAR � E I� I ' . � . . . � . � . � . . . . . . � . • , • • , •� _ _ _ _ _ _ _ _ _ ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� � IE=116.25 S� ceR!�.+=ite.3a o � <br /> • � � � � <br /> �� • • • o L r <br /> I �_112. ' S �. • I I I I f I I I � 0 � I � � � • � ❑ '�— � E s" DI (NE)=va.43 m ' <br /> o k . I� . � � •� FDCO I FDCO , , � � , ' � � <br /> . o � � - i IE=110.0 IE'09.5 � IE=110.0 � /\� ' \S\ J .. <br /> .. " � I m EIG � i I ' - � r � � � � .�_..... Q <br /> � � � � � � � � � . � FDCO � S � � � � s���� �� i2o A� � <br /> " , =�0 5 1� J � � IE-116.3 � I FDCO SGRADEN � �oT f T P^ � G � �7 � � <br /> ' . �,� AI �V� �5 0 � � m � =115.5 V � , . ., � i- . <br /> . <br /> __ . <br /> ' � I _ ._,._ . .,,� \ � ♦ � _ _ _ _ ' _ _ _ _ ' -� - _ _ _ _ _ ' - - - - - - - - - - - - - - - - - - ' - - - - - _ - _ - �_ - - _ _ _ ' _ _ - _ _ _ _ _ ' _ ' _ T .�. n V1 . <br /> , � �� .,. .. • E . <br /> . .�� IC , �. sfaP'�,' ' -� � . � _.� � .. - .�.-�* �� - q - w <br /> - _"' J <br /> . , � � .. ��. ... ___'_.- -_' _ _ _— — _'_Z _ _ �rsr �'� w a . <br /> , �� �_ �s � � � � _ __ . , . ���� K <br /> ssnr aiM= .sa. C� ,. � r . .�r . � . . . . . �. . � � / ./i' �. '�,,� � 3 • s+ • "!j� ex� � ce aiM-iz2.n : <br /> ik�SF� ' <br /> IiER OF 5" CHANNEL ��6 IM- .� ' •� � •� • • • • • � '�� � vr'.�, ; ; '. � � ' �� � ��� : � yJ �URB r� IE 6" PVC � <br /> (M.. S SW)-9]JS' IE6 PVC �NVl.)=1�68��, _.� �....,r......,_. r„b ....:.............�35�': ..: .� '.:.:�.::. �.......�.'.............r.r�:::�.�..�r.,..... � i..Y.......�,.......: ,........ ....,.......... '.1�1".�"C-fia... ..�.......: ....�_.......� ..��.............. r..r ..,...-�c-��� �....,.......,... � `�.ELc.':���+ ' <br /> —55 -55 � —55 — � 5-55 S5� 55 .��5 -:S 55- 55-55 � �--__��-���55—�...—SS Si - 5� 5..-8 ....—��12-95-55 R� � 55 � � � 55��--33--5� -5��55-- <br /> � SSA1H � � <br /> � c, R�=12zs' 4" FDCO a 3 � � - .. <br /> ssm�+ ainf-ns.ie a PERIMETER FOOT7NG - u � _ `os\ Q <br /> o �cerviEa or a" avic eNanNe�� IE=116.1 3 ccrvrcR or a" Pvic eNnNNc� DRAIN 4" PERF SCH ' cns u,+c . <br /> s (N.. � )'99.�a�� pi.. s.. w.) ie=mz.�n 40 PVC � 0.5� MIN. aca �ocnroe �/ s*oa sicN � <br /> \ ie e ew (w) ima� v A ��F , <br /> � � �—C G R G G G G—G G G G —G G ��G G—G�(,OAD ��YG' '-"-"-f:�G—G G G G— G-o G _ G-6—G—G µ,__V�_ � <br /> �S ; '�..: , . - 0 ., �.i . .. ��- <br /> _.. <br /> �. . ' : , • . .... � . ..:. ,. . . � ',•- ° 1 �:� i � . � � . � �� �� �� �. . ' . .t'. �. � • .v-__:: . a � '.:. ` � <br /> W 'Y' . . . r�v W a � . W . w "-�l�,-'-4--: w v! . 3' DEc ' �.��' • .� �: . ' j W"�,.�N_�y � _. -T- _ ��a� <br /> � CONC DWY . .�. . . �22 . �.C. . . . ., ' .y� W- .—W�` Y� G 144�G � <br /> � } i 118� �120 � O I 4 OEC � �-UP 4 EC 4' DEC 4' �EC . , CONG WV i24� m . <br /> WJOSCAPING Y fiEC � ' 4" ' .� 4� DEC 6• OEL CONG DWY � <br /> I O — �� — - } O . <br /> C� T_1 __ —T -_ i2 I _ �. . — I = � Q N <br /> I � eiu=ne.ni . - I ' _ W � W � � • <br /> � K 0 <br /> Z � � � � <br /> � z � m � <br /> FDCO . w O �,Uj Z w _ ' <br /> IE=109.5� � N � o � <br /> 117.5' PARKING PIT a � . � � W <br /> / ! / , ' / , � i / / : / / i � / ! / / i i � . <br /> �J • <br /> � <br /> Q <br /> _ z <br /> U Q <br /> K a <br /> a 170.92' . 4� F� . . � <br /> 0 <br /> � Z <br /> ` - tos.5 ' � 0 <br /> �, — — — — — — — — — — — - r i , <br /> J, i ;��< �'�, _ . t;.i f— <br /> ' - - -.- - - - - - - - — � � . . r �>r `r . � J � ., <br /> F- <br /> � � � <br /> s FOOTING BEHIND ¢ �� �� _ � � � 1 � <br /> cn L� � W r �� . <br /> w SECTION A— A <br /> „ Foonrvc oRaiN � � 3 SHEET NO. : 4 '� <br /> x /� PARKING PIT FOOTING DRAIN ' <br /> NTs C2 • 2 �5 ' <br /> � _ w <br /> � RB PROJECT NO.: � � <br /> 17- 0036 <br />