Laserfiche WebLink
___ �w . I ��Ili! >!1�._ _ . - _ _ <br /> , � ��, ??'77ri ! � �� <br /> _ �, � � �� _- <br /> � <br /> ; JJ \\ �--___ : i� � <br /> � ��`\ /JJ LEGEND <br /> ���, . '� � _.. � r.v �� k _ <br /> ,, � �r ti� <br /> � � . <br /> ,_, � <br /> � ' _ � _4_� � , _____� __ , <br /> - - RIGHT-OF-WAY/PROPERTY LINE S Q Pj I <br /> . -�� X . �- � i Y=__ �;� - - - - - <br /> _� <br /> �� �_��,_ � <br /> > ; <br /> �� � � '` <br /> � i ; � � ; _ � � , a-�5 �-_ _ __ _ <br /> J i( I f, � � - 1 � � , v� CENTERLINE <br /> > ; <br /> � : , ,: F'v �E� 4`�3 �. w5�r <br /> �.- . � r / �.. .�- _ �»��'�� +937 __ _ ---__ t ,r ~`. , ; � � ; �;,, Pv� IE �'+53.33 wN,Y - - - - - - - - - - - EASEMENT <br /> -` � � `'-� RIM 455.39 � ``ti ; ( � . , : ._ 451.73 W � <br /> : <br /> � <br /> , � <br /> ������ ` u„ PVC IE 447.13 NE ' " __. _._ _. �, � j <br /> I ^,t � F <br /> , - {�`� , - -� � �. � � ,� r I, � G ' � �" �� 4 t.72 N � BUILDING OUTLINE _ <br /> . ��� _ <br /> � � ° �t � t ��' �vc f� 44?.a� ��f -�� , �� ___ `���n� ��2�, � 4 r c h i t e c t s U <br /> �, ..� <br /> ,-,� - <br /> . <br /> ��� a <br /> � �4 � <br /> � � ``� -- -� i '� ��s` � � S SANITARY SIDE SEWER C3.10 <br /> $ { �� CB 2Q018 8„ PVC iE 444.58 J�' <br /> � � ���;�9Gb�.s��� '; � ,,r� � �d� � =�4��_�J� � _ � � , � � � <br /> � G � <br /> ' c- { � � ���� � i� .L--� �,��( RIM 453.68 8,> PVC IE 444.46 NE � 1 928 43rd Ave E., Ste A <br /> \, � '� � �- -� � +�� � '� I 6,� Pvc iE 450.95 NE • SANITARY SEWER CLEANOUT <br /> S `• V � / � n �' ,' � �� /� IE 449.90 N . <br /> �, � ` <br /> ��,: �;�� � � , � �, � ; ; 2 AD5 SSMN 20u38_______ D MINOR CONTOUR C3.13 S e a t t i e , W A 9 81 1 2 <br /> , ,� 53 4053 <br /> �- � � !� v� 4-r� �, �\ " � ,f �, �2„ A�S IE 449.88 E RIM 453.96 J `', 123 PROPOSE s h o e s m 4 h c o x , c o m <br /> _� <br /> ��� <br /> _ . - ------_ �, � <br /> / <br /> � � ^ - � R�M 453.36 � ��,�1� ���-' ��I' - ''-a` � <br /> -.� � - , ��F ��r' ��� ���y��� �� ^� �_�_ 123 PROPOSED MAJOR CONTOUR <br /> � . \ --_ . "�`" �:' P4C {E 451.88 E 52 ' � i ` � "„_ W <br /> _� ,, _ _ ��1.s���� �� �-�'' - _,�,_ - - � �� � <br /> CB �759 ��'� � � � �' &�" ��[�C �� 45":_56 ��, �LF 6" PVC � �� � ; E - ` �a -� � --.. - - -------�4-��------�- �� '' � FIRE HYDRANT ASSEMBLY � � � �� <br /> IE: 4 <br /> _ � _, � <br /> M 453.50 �' _ � .�'�� 92' CONC iE 451 43 _._ SDR-35 @�% ` � �` 7 ,`� � ! � ' � � C3.14 ' <br /> �. <br /> ,,,�,, <br /> � _. � , �� �� �' ,,r, , ,� ,' ; i � --- ------- - � _-'_ ---_- � ��=`_.�_��--SD '--- __ -� THRUST BLOCKING <br /> �51.67 NE .nl __ `� �_ �, .. , ._. 3.33 � 2 <br /> � <br /> � <br /> , 4 � , <br /> �s � :� �,a �;� , � --�' ;*�--- -�-� -. �-- - °: � ,. , / `' C3.14 <br /> �.n, ,. � <br /> �.,� <br /> '_ .�` , � �{' <br /> �� ,. I � ��,� � i SSCO#4 r' �� '� \�r� , , : � �� '' � "S - � FITTINGS AS NOTED <br /> _.� �# ' <br /> � _ � <br /> , . , <br /> . __ -��� I . . : ;�-�.. ' ' , , , .. _ --119TH PL SE --s�__�� � � <br /> =� � ^ ��,= , � � � , ws� ��, - �-- �--� �- -- W WATER PIPING 4 <br /> � � � \ S4 �� � RIM 456.5± � � , ' , ' i C3.10 2 <br /> , .� ; ' � <br /> �� �� �1 `;� ��� ���CAT���,� ��� �� �'���•.� IE 44� _._ -_. �,_ � ,; ; ' � �� I � Q CATCH BASIN TYPE 2 C3.10 � <br /> EXISTING BUILDING � � �= � <br /> � A / � r � , ,�� ��<�-_ ,.,.�.. v�> t � �>�.�_� , '� ; ; �� �� ' '"�� ■ CATCH BASIN PER PLAN <br /> , <br /> 1 3 <br /> �� r_3� �nv:��_. �� .� �= �,' � � <br /> / '�� -� ��� � � �'" �aSKFT �:� FFE 457.1± �` � � ___e <br /> i s � \ . . <br /> C3 10 C3 <br /> �/ i � �� ,<�t�+ ��6.'�� �� � ...___ _ _ � �- � � <br /> -�' _ _� ._. <br /> 72 j ' ! �...�..._._.e_-�. ' 2� � • STORM DRAINAGE CLEANOUT 3 <br /> • \'< � �.`„> �' - _���v'-- - -'�= �LF 6 PVC 4 , � � _ - � i a� C3.11 <br /> i i � . ' ����,� � � SDR-35 @�/o ; � ' � -� o ROOF DRAIN DOWNSPOUT <br /> i �, E 3,90 � � � � � <br /> �� � � �I'' ` ' o- D STORM DRAINAGE PIPING 4 <br /> �� � � iC, ' '� <br /> C3.10 <br /> � ` D�� '` � ' <br /> ,' 1 i� <br /> . <br /> . <br /> . <br /> �� r ,� � ` ` -, �< ; ; ��v ' _ � <br /> _ <br /> s � o � <br /> _ � <br /> ,a� <br /> � � � �V �� � .. . -� �`� F�t�,Z ., . , .. . � _ .�1. -��-���� <br /> ,- , _ __ � --- FOOTING DRAIN <br /> . �, � , � . <br /> � � � ��� , ° � <br /> - -, , ,, <br /> _ , , ,- <br /> � <br /> � <br /> _ � ��� �, ����,�_ . �w.� `� � \ /�.. � I ;I ; ! I <br /> , t � <br /> -�; *� ; <br /> - : , ;� � � �� , � <br /> C3 11 <br /> - , � <br /> � . �-_ , � � � � � --{?p--Rp ROOF DRAIN LINE <br /> _ , <br /> � �v ' � � <br /> � y� � = <br /> � , � ��".�� ���. �� . � � � ��� I I ' � � � � - <br /> _ > � . , v� <br /> ,-� �,,.., _ i APP� ��� � 4 ' !f � I <br /> . _. _ , � <br /> -45 � � -' _ , <br /> ; <br /> � <br /> � � `` �'e �` ! �i,. � ' 0 � � �� i � <br /> ���, � y:��S�` i � � l, <br /> � � � � � �\ SDCB 11 � � 4 ��� � ��� Ir � �( <br /> �-� , 4 ��� ,, �� skilled nursir�g <br /> . . _��. , <br /> `� `"� � � � � � �� �� � OL STRUCTURE 4 I I SS � � - - <br /> . , �� O . . � � <br /> ,,�_ I.. .... � � 60"TYPE2 C3.11 "� � GC� � ,,(�� '� ti� '' (\������� a d d � t � � n S <br /> ' ' ..� . .._ ,`� � � , N 327�542�.$2 <br /> � �� �` " SOLID LID J L , ; � CONNECT NEW SAMTARY SIDE SEWER TO EXISTING MANHOLE. RE-CHANNELIZE <br /> ��� �n �'> � �. S� -- - - - _ � E 1�30�077 68 ; � <br /> + } OVERBUILD ON EX 12" -. � � � I EXISTING MANHOLE AS NECESSARY. CONTRACTOR SHALL FIELD VERIFY <br /> _ N 327538.08 ) I : 56 �6�`�_ <br /> � , ��� _ � �,�,, ,� <br /> f # r�-- , RIM � � , 4 1O LOCATIONS AND INVERT ELEVATIONS OF EXISTING PIPES PRIOR TO <br /> � � � _ � , o � , _._ _ 'a5 �� ' ';� ' 2235 Lake Hei hts Drive <br /> � � , IE 44�.51 3 IE� � , NGINEER IF EXISTING CONDITIONS CONFLICT WITH <br /> � ���� �� r�� � � � � CONSTRUCTION. NOTIFY E <br /> � � ...�..� `fl , � <br /> ; <br /> ;- � <br /> ` � �~ � � � � I j/ 9 LF 6" PV '' ' 4 ' PROPOSED DESIGN. <br /> � ,� E 1 .44�47..28.__ <br /> ; `t �� � RIM: 45�6.34 ;. � ; <br /> � �� _ �~ _ __ � a IE: 45-#��12" (N)EX .04 ; ;�� �; ' I ' -35 @ �� ' � � ' � .� ��' �`�` ; CONNECT SANITARY SIDE SEWER TO EXISTING SIDE SEWER . CONTRACTOR <br /> � � � ' <br /> , ; ��� <br /> � _..__ � SD;R 2�/0, ��..� <br /> � �' � ��,;.�. �� IE: 45=��12" (S)2.0 �`�-'` <br /> � � _ � � � � � _ _ �� • �� � ' j � � IX��'����'; � � � 2 SHALL POTHOLE AND FIELD VERIFY LOCATION AND INVERT ELEVATION OF EVeCett� WA <br /> CB 4 � -�� � � �� � <br /> � � ; � --- - �+ � � �-``--=�--- --- _ � ' SSCO#� � i ' � �; ; � O EXISTING PIPE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF EXISTING <br /> � , <br /> RIM 454.58 � � `� SDCB#18 � ' � �o�� � � ; � ' , CONDITIONS CONFLICT WITH PROPOSED DESIGN. <br /> 6" CONC IE 452.01 E ' + ' I �+C;' ` rr , -�, , : � � � ' i .� - - -�- - - -�� - - ��' - <br /> ��SL��` ��, ,,. �, TYPE 30 5 � RIM 456 5+; � � � ; ��� SANITARY SEWER POINT OF CONNECTION, REFER TO PLUMBING DRAWINGS <br /> 12" CONC IE 451.69 N � 6' ; � + 3 <br /> � HERRINGBONE GRATE � . � � O FOR EXACT LOCATION AND INVERT ELEVATION. <br /> i2�, CONC �E 45t.68 S �� ' � ��� ���;�t3G��t�� � �,� ;`� N 3 2 7 5 1 8.6 4 � IE4� � ' j ��� _ <br /> I �� 5 0.4&' � �> � CONNECT DOWNSPOUT TO STORM D R A I N A G E N E T W O R K. R E F E R T O <br /> �; � �+� �� �� ��,_�g T_, _ \ E 1305025.$9 � �► I c7 � � � i � �� <br /> �,v �� �`,:`�: � � RIM: 4 . ; I � • � ( ��,;��`-.:' , 4� ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF C3.11 <br /> FIELD VERIFY EXISTING D A�(-"..-,�' S?�M TO an-9.50 ESE \ i . � � �V 'y ' � DOWNSPOUTS. <br /> � � ' IE: 453.�12" (S). 5 � ' � � ; KE�r.�na <br /> � <br /> DETERMINE tF NETWORK '�I'Pd.US��, � OTHOLE � > � a4�;.o� Uw � IE:453.#6" (NE) 5 4 � �..� 4 ' � � � � ' � 5 CONNECT FOOTING DRAIN TO STORM DRAINAGE SYSTEM WITH 6"0 SOLID PVC � <br /> AS NECESSARY. IF SYSTE S DE�R �D TO 2 �4F.a' N` j �� r � � , �, � 1, ; , � O SDR35 PIPE WITH A MINIMUM SLOPE OF 2.0%. <br /> BE IN USE, PROTE -�N Pt�A��. 'OTIFY � 1 � �$LF 12" ___ ;� _��, � � � <br /> ^ � � � <br /> � j <br /> ENGINEER IF A CONFL I���ER ', ED. 69 @ �.3�2/� � � ~ I� � ' ' E, � ' SDCB #17 OVERBUILD STRUCTURE ON EXISTING PIPE. CONTRACTOR SHALL POTHOLE <br /> r , ' � 169 STORMTECH ` � <br /> -'� �� � I I C�� SC-310 CHAMBERS � � � , I' �; � ` - TYPE 30 O TO CONSTRUCTION NOTIF�Y ENG NEERRF EXISTING COND TIONS CONFLICT fOR � �� � � � <br /> =�, ,.12 ` I i ;;.� � � HERRINGBONE GRATE Y <br /> CONNECT TO EXIST � �j' <br /> ��`��� � � ���� �'��_;__�� IE: 452.99 12" (S} � � �� ` �` ` ��` � ��. � ��, �' .�"� N 327482.92 WITH PROPOSED DESIGN. <br /> � .� r-� E 1305084.26 Of t�'7@ Northwest <br /> �� i// � � IE: 452.99 12" (N) 4 � � (� � ; { r �t � <br /> � ; 1�'' � � Ef RIM:456�.17 CONNECT PIPE TO EXISTING STRUCTURE. CORE DRI�L WALL TO PIPE DIAMETER <br /> }; � � ��_ � � � � � � ' �O +2" MIN. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. r,o. onr� RE�1510N <br /> � �, �� Y � , �= � Q ' { ` : IE:453�#8' (S) .95 <br /> �.L- � ' , I ; IE 454.04 4" (W) <br /> � w � <br /> _ I I {� � ` � <br /> x <br /> � ��, �� ��;�� � `� ( L�! � �; � , ( � � { �� �� � � 8� CONNECT NEW FOOTWG DRAIN TO EXISTING. <br /> J, ` i __i ( � f ; _` 10 Q i " ; ; 4 86 LF 8 CPEP @ 1�%.09 <br /> '� � � � ;� m �' ' R E C O N N E C T A L L L I N E S D I S C H A R G I N G T O D E M O L I S H E D C A T C H B A S I N#7 1 7 1, <br /> � � :��. .� `� SDCB #12 �� � - `� �� � � ATER O SEE SHEET C1.01. . <br /> � � '' � <br /> ...� „ � � � �����; , � � � POCTOEX8"W 9 <br /> ,. <br /> ,.. r <br /> , �� � •, 48 TYPE 2 �� � � Z �� � �,y,� � � 1-8" COUPLING <br /> � I ' ' � ' 4 ' -�,�,��== ` PROVIDE PRECAST CONCRETE SPLASH BLOCK FOR ROOF DRAIN DOWNSPOUT, <br /> � a' HERRINGBONE GR TE ; � �(;1 � � ( ; �`�.`�� ; � 1-8" SPOOL <br /> � �� �� �°�- � � N 327444.59 � � � ' � � ' ( P 1-8" GATE VALVE (MJXMJ) 10 GRADE TO DRAIN TOWARD EARTHEN SWALE. REFER TO ARCHITECTURAL <br /> E 1304880.67 � � _ , ( � DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. <br /> � ,;£ �_ �, r _ � '` j � � ; 7 N 327415.50 <br /> � ' � RIM: 454�.96 ; SDCB TYPE1 1 ', 0 ' � . ; � ` � E 1305091.45 11 <br /> .,... .. {.,.�_ � <br /> t ( IE: 45�12" (N)2A ; RIM 456.81 � J (� PROVIDE POSITIVE DRAINAGE TO BIORETENTION FACILITY OVERFLOW <br /> % � � IE: 45��12" SE ' IE 452.81 12" S � ' � ' " O ELEVATION AS SHOWN. <br /> - ; 23 LF 8 � D.I.P. CL 52 465 <br /> ( ) � ) , , / . -� <br /> s ; <br /> ;,� 2.05 i' IE 452.83 12" (N) r._�! � _ �_. I , . � 465 <br /> � �,._..m._..A..r.. � <br /> ' <br /> � � � e ,,T <br /> ; ' � � �° � IE 453.32 4" (E) � � , + <br /> � � , I o � <br /> , u� <br /> � � � 1 : ...,.,. .. � � 86 LF 12"ADS @ 0.45% � i , , � ___ _ _. _. .. ._ _. . <br /> , �� � <br /> � <br /> `- 1 <br /> ,�``t`f � , ' , <br /> � ;�...7'� � �, ° SDCB#19 � �� 1 i .5 j �.���'� SDCB#16 _�. r.�_. �,._ �.____,_ , _ <br /> , � , � ' _ _ <br /> __ _.. . :__ <br /> � �" "` � � � �p � ''' ,� j TYPE 1 ExISTING GROUND @ CL PIPE <br /> � t � � �, � � 10 � ,+ � � SOLID LID 460 _._ ___ -- - - _. __ 460 PRo,�cr MnNncER <br /> --- -_ __ _ <br /> � � SDCB#1 DOME GRATE �- � - <br /> '� �_. �=yM,.��.. ' 48"TYPE S 3 � 11 - ,r` t ` �� N 327397.26 __ LD.1 <br /> I , RIM: 455�4 � - 11 <br /> ' � ' + a E 1305081.06 FI HED GRADE @ CL PIPE ; � PROJECT ENGYNEER <br /> ; N15 <br /> _ : _ i � � SOLID LI `, `C3 1.3 IE:452.�8" (SW}.76 � � 10 � ,' (/ / �/O� RIM: 456�k.63 �� <br /> . �; ; � I N 327380. 2 ; '_ � ., ` ' �;°� SHED W �� - � -� -� _ <br /> � r�r� ��a�.� ' ( ( <br /> � 26 LF 8@ 1.�% � � 10 ( , �f � /IE: 452.�12 SW 73 J_- - � P o,�cM AIA MEMBERS <br /> � '�• � : E 1304$8 62 �� � 04 �� '� `` r ---�.,, , / � ) • <br /> • 1. - -- -- <- - � ,� 3�` .� / FND�, IE: 453.#8" (N).01 „__ _ <br /> � ���� ��' � �l � RIM: 455 66 � �/ � � 55 R.1S <br /> ' ------ <br /> � �..._. . . � �, '. SDCB#14 � �� ;/ � ���. /�'// IE: 453.�6" {NW}.30 455 __ __. �23 LF$"_ __ ___ _ ___ 23 LF $ � cr+ECK <br /> � � � IE: 45#-�� 2 (E) ; � ) /` ��w� „ _ ' - 4 <br /> i � ' (� 2.14' 7 4$ TYPE 2 � • / � �, "� � r` 1-8"45° BEND X 8"WATER D.I.P. CL 52 57 LF 8 D.I.P. CL 52 D.I.P. CL 52 EX 8 WATER <br /> SOLID LID ' / / �{,- � - - , - <br /> - D N <br /> � �._��� _ � ; _ _ � ' _,� , 1��IVATER - - - - - <br /> ' / � � THRUST BLOCKING <br /> , ' j � m RIM:456�4� � � f �•� ,�SE T <br /> � � �. , -. IE: 452.�12"(W) Eh.4 "f �� , 327392.12 <br /> ' ' �, ' _ - ` , - - 9 E N __ _ _ . <br /> / MEN <br /> ' ti s. � �. �� � �-� � %' F 1 2"C .5 0% E 1 3 0 5 0 9 1.0 9 <br /> _ <br /> � '. a .� ;` t_ .� , ._ ' ,.>. � 7R , �,- f IE: 452.�11 (�}� 42 � r=j�v�' . �E ' P �@ � __ ._ sEn� <br /> _. <br /> ;;,; <br /> . � 4 0 <br /> _ <br /> �/ I �-�. �' � ° :� , _•..�_�-- - _ � IE: 452.�12" (Ej " / -' ` 450 __ __ --.- -- -- __ ___ _ 450 <br /> ' ' � � <br /> , . .�.�.- � s � <br /> , � <br /> ` t � � f <br /> y . <br /> , ,. . �,.�,..� �. <br /> � � .,�. �._,ti�� , � � ; • �� . � A POC TO E WATER 1 8 BEND . <br /> i , � , __}.--�--�= - -�-.,�;,.-�--- _-�._ � '- � -_�-- _ �-.- - - - - - -�� `�� �;:' � 1 8 __-___ _ ,�4�0 -,._._.._ �� <br /> � � __ � _._ " � ` � ��, � , <br /> _ . _ ' <br /> ; � �` � � 'A .__ _ ', __ _ _,.-=' r� _ _.__ __ . ' � � AINER,� SEE PROFILE 1-8" OUPLING � THRUST BLOCKING _ _ ____ �I T Op�� <br /> ' _ C3.02 i 1-8"45° BEND _ __._� POC TO EX 8" ATER �,��°� WASN��c <br /> r �,._wr.�.��...� _ . ^_,� ��, ;, �� ..-�, _ �.�_ __ �, <br /> ' I ff� ` .,� " @ 0.39% ' � 30 LF 12" CPEP @ 0. /o ,,/ � � 5µ7 LF.�-`� D.I.P.��t 52 THRUST BLOCKING 1-8 COUPLING � ���' 0��'9 <br /> � 51 LF 12 CPEP <br /> , , r = <br /> � � : ' _ -- - _ _ __ ___ <br /> � � ___ <br /> rr <br /> �r� - <br /> ,. , <br /> f ,_ _-- �. _ . = ._ : , r`� ��' <br /> : `� <br /> _ _ � 7 <br /> ; ,� , �_�____.-----___ v <br /> ; � c1� <br /> --- ' ------- +�t , ,- <br /> ' <br /> � . _, v� � / � <br /> ; , � ,�--' � ,, .� ''�.� � 445 45 Q �, z <br /> ' 4 <br /> `- \ �. � <br /> , .�.�_ � ,� _ / � <br /> � f �� -- - - -=: :� -� ' BIO �E:iu�fiON A�GILITY E , <br /> ' y� \ <br /> _ _ <br /> �� ; E t ` -' _ _.._ .__ .� _..� .__ .._ _ ..� � �.M ___ �._ .___ . . <br /> � _._. _.._ _rm .__ �. _._ _. ._ .� ._.�, _ _.__ -,.�- _- -__ - <br /> , ,-- T �� ��21 � � _ POC TO_EX 8"yVA��� , �- " O,V� FLO VATION• 455 25 2 WATERLI N E PROFI LE ��'0 39383 sv4 <br /> :. � � <br /> ` I � e"{ - � .� � -" � � 1-8" COUPLING --� . f� ! �OTTO LLEVATION: 454.75 � R�CIST5gE9 <br /> , \ ,..- . � �;� v4 R R.n 455�-- r 1 8" SP O�`A _ _ �: --=� f- � g � C3.13 L�'ssjON L E���� <br /> t <br /> ; �� - _ _- � OM . <br /> � v_.-- >_ . / , �' �,g�.��_�' � ��"�2;��v � �-5�.36 E � �. � _ --- ` � . AREA� 195SF 1 - - <br /> , � < ; � , �,�' � � � � ��--��, �� ,� .,�;"�� ..� 1-8" GAT��4fi�7E���t1lIJXl��� ';. � SD�B#15� �1 LF 6"�'�E.RFORATED PVC� 0.00% SCALE: HORIZ 1"-20'; VERT 1"-5' A <br /> � � ti \ � ,,� � � : ��.5}_ rt,�,� � N 327351.�0 - , � TYPE 1 �'�` <br /> ; � � �'" ` IE: 45��?12" NW � � �� SOLID LID �;4 �y � � ''�"� '" : AS-BUIIT ORAWING NOTE: <br /> , �~\� � ~ � _._ � �' ���6p = � � J�� 2.3�. � ) E 1305028.Q� w f / /,� b � .�___ % , w�i�T m�a��o� <br /> , �� <br /> '� -µ- � � � a ; �`�_-� -� , , 23 LF 8"� D.I.P. CL 52 FlVDT. ,f;,''; N 327364.63 1-8"45° BEN� ;t� ,, ������ n'� <br /> ' '. ► t � �1� I � <br /> � � � � : � � .,.� -� ,� _ ___ ,�/ E 1305044.89 THRUST BLQCI�IN�G � � �" � �� A�EA � 5���� � <br /> ` � \�` .__ -� -i �.. , i �� ���-`-,-�.,. f �//; 1. �aF���a��a� <br /> RI M:456�k.30 ' ' � MOT IOim 11E AS�T If0iW1101 CdIA1�N <br /> ^ , <br /> �: 1 � � �'e a l- ----., L-�_ ���y� � F,r � 45��_ __ __ _� `�' __ � ` . � f IE:452�# 12" (W}.48 N 32735 93 <br /> � �4--�-.� -�"��-a- 4�5 }��- :- �._ � ,� ; .. E ,30505,.,$ � t :4�_ _ _ D RAI NAG E AN D <br /> � -� � �" -��s � -� � <br /> I `���-- ��,� , . . _. �_ a�u E <br /> ..- -,� , 4_ �,�= -�---�. ;.. :. -� - ._ 2�# 12 ( � � <br /> ; <br /> _ , <br /> y , _-,�_�-_ - _ �� -_.... � , � . �" a NE).4$ � �� ' ' ngineers ;. <br /> , _.__ _._ . <br /> - �_. _ �- = �= � ` • - __.�.-.���-�-.�,�-��-�� N Structural g eers <br /> � IE� 45 ���� <br /> _ _ __ _ -�-�e-�-----�-�-�'��-�.��-.�.�----- ' <br /> _ <br /> _. : En in `�� Y <br /> __. __ ___ � UTILITY PLAN <br /> ��-.r�_....:=�::..._��------�-`-- ; ; l`' ,\ f <br /> - /f/�/� i This Record Drawing has been pre ared, in art, based s �ec s <br /> 6'�f�iC � , � �j , , � <br /> p P :f <br /> i on"As-Built" information provided by others.Though Land cape Arch'f t <br /> �15rE�A�: ! � � , � , �°"..� ``� �� � . . CommuniryPlanners <br /> � 1 � f � � � � _' ��� �" �� the as-built information and this drawing are based on <br /> • � ,_ <br /> �J �����E� i �� �� 1 � � � the best available information, no presumption should Natural Resource Ecologists_ <br /> FNDT. � `^ r , �, <br /> � = a PROJECT N0. <br /> E b made regarding the drawing's accuracy. Land Surveyors <br /> J Neighbors 18.03-01 <br /> e�r-�E� � �.; � �_ 1� � DATE <br /> Signed By Date � � 6/8/2020 <br /> ����� ��� ';��_� Permit Inspector - PROJECT NETWORK PATH <br /> O Print Name &Title GRAPHIC SCALE <br /> O 0 10 20 40 TACOMA • SEATTLE <br /> � S P O K A N E • T R I - C I T I E S SHEET NUMBER <br /> � �Q Q Q� 2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br /> /� 1" = 20 FEET 253.383.2422 TE� 253.3832572 FAx www.ahbl,com wEs <br /> i� <br /> ■ <br /> Know what�s below. !1S-BU I LT PERMIT SET <br /> Call before you dig. <br /> COPYRIGHT O 2018 shoesmith cox architects <br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg <br />