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OTOP241737 = _ _ = x = , <br /> CGRD241737 PTN. OF SE 1/4 OF SEC. 17, TVi/P 29., R5E W.M. CONSTRUCTION NOTES � � � � � � � <br /> CNOT241737 <br /> CUSD241737 �- _ � � � � � <br /> CUWS241737 �1 6" PVC FOR BLDG. DRAIN CONN., S=1.090 MIN. UNO m 0° � " " " °" . <br /> TBLOCK <br /> ASIT241737 STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, " ' <br /> CSIT241737 O INVERT ELEV. PER PLAN <br /> cusd241737-dsgn <br /> 3O ADJUST EXIST. CATCH BASIN TO FINISHED GRADE <br /> 0 <br /> 4O REMOVE EXIST CB AND CAP SD PIPE AT BACK OF SIDEWALK � ? <br /> z <br /> CB #20478 � � z p <br /> RIM 4f.57 5� PLUG PIPE END w/CONC. AND BURY EXIST. CULVERT TO m � � � <br /> 8" CONC IE 38.82 (SE) , � � � � o , <br /> ABANDON IN-PLACE; REMOVE PORTION AS REQD. FOR NEW � a � <br /> WATER MA1N INSTALLATION � W � � `� <br /> 8 C885, TYPE 2-54" SOLID LID a � p w � � <br /> S T A 6 1+6 9.4 9, 7.5 0 L T O 6 R E M O V E E X I S T. S D S I R U C T U R E A N D P l P E �n �, � 3 <br /> SDMN #21290 � p �, � O Q <br /> S S M H #2 0 1 1 9 RIM 42.06 Z O w W = � p <br /> RIM 42.29 t2" CPP IE 36.88 (SE) O7 AREA DRAIN PER DET. ON SHT. C3.100 0 3 � � � w o � <br /> 18" PVC !E 32.05 (NE) � 8" CPP IE 37.11 (SSE) � v w = r+ � � " <br /> �o" PVC�IE 32.51 (W) s" CONC IE 36.86 (NW) FLOATABLE MATERIAL SEPARATOR AND/OR GAS TRAP PER CDE W � o o � � W <br /> "- - .� 1 SE =36.47 8" TOP GATE VALVE 37.60 (SE) O � a c� z � O � <br /> CONN. EXIST -' � >o � STD. OWG. 414 <br /> �.`'. ' X \ w � � � � N N <br /> j .��; � , : LEGEND ►- o � � � N � <br /> Q CV N �-i c-1 � <br /> � 0P 0P ;,: �. 0P --z � �n ti o � � � <br /> .,. <br /> ,.. <br /> -- ___- ----- ---� -----_ -_ __ � <br /> _ - .._ , . .. , . ,,,, .. ,. � ;, �` � :;; � S �.",r _ �e STORM DRAlN PIPE . �� a �a � <br /> � <br /> sr� O ~ --_--� - '.� --�__W _ �� z <br /> 85+00 16TH TREE�� 86+00� ���-� � C8 #2003� C��i SD CATCH BASIN <br /> =�� -rt---__-___-T, , -;}�- - _ <br /> t57 \ RIM 43.06 ^ CLEANOUT w t <br /> ,.. ' o - ,, 12" CPP IE 37.75 (NW) ��5�,� 1 •. <br /> � � P � -p�- � � + 42� � ce #2ooss � �' �--43, N42'05'13"W 25.27� - RD ROOF DRAIN �' � <br /> -- i `O � V ` RIM 41.66 � ' <br /> - SS � � / :,�" CPP IE 39.49 ,(NW) � `� i ND'43'S6'� 7.36' � <br /> _ _ .� <br /> ' • �• . �" 0 AREA DRAIN <br /> I �.. ;, , .�4 ..,� , \. � � I � � � <br /> + _ ti� O 26LF 12" SD ,r _ • ■ V iOLF 12" SD,r .'� ' � ' N42 04'S5"W 5i.54' �, F t`'� <br /> - _ S-2.05% � ., ;,:: _ .< � � x �'s T�' 0 <br /> S 1.98 0 � � . � 1 0o NO S: oNA[, � <br /> � 2, TYPE 2-72" �' ���'" ��,�/88'00'16 52. ' � � t N68'38'49"W 11.18' 1 A TI P �'�� <br /> i S A 61+63.66, D.73� R ' A ' '� 1. CATCH BAS N LOC ONS SHOWN ON LAN REPRESENT <br /> SDMH #21327 � SHT. C3.20 �� �'�--�-�-- ___ . `� ` ^ � ��r CENTER OF STRUCiURE PER S7RUCTURE. 'y� ; " <br /> NE RIM 39.09 2-�36LF 54" DIAM.I �� . ¢ � Y•=� <br /> 8" PVC IE 35.54 (SE) I ._._ - - � � _ <br /> i2" DI IE 25.01 (SSE) DEiE'NTtON TANK o �v � � � \'' � ` �` 2. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE <br /> 24" DI IE 19J2 (NE) TOP PIPE=41.2 � 2 IE .9 s � .' _ <br /> � LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br /> 4" CPP IE 32.53 (N) BOT. PIPE=36.7 � �-r= 44.9 FF= 45.4 ;' \ '''y � t ,, <br /> SEE SHT. C3.20 , -- : ' ��. ' ..- . 3. C A T C H B A S I N I N L E T S S H A L L B E S T A N D A R D R E C T A N G U L A R <br /> � � �� �1' �� Y� �• •� � FRAMES WI TH VANED GRA TES (20 ic24') PER COE S7D. DWG. <br /> - � � 2 � \ `, �� �„9 \`r ,;. 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASfNS , <br /> � � �\ '��. �.y SHALL BE LOCKING FRAME AND GRATE OR LID PER COE <br /> � <br /> � , DR/VE G�;- - a � � � �; ,. � '°�.;a �` \ '.�r . sr�. DWG. s» (uNo). Z <br /> C8 #21088 /fA <br /> RIM 38.66 � � r `� � �� � I� � � O <br /> s" Pvc (NE) � � i ; � �• �, '� x �. � 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. � <br /> TOP ELBOW 36.98 i , � � � � '� I � � � � � > \�� `� ' � �I �_' • > > > TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. _ <br /> EXIST. CB�2 t 088 TO REMAlN; � � , � t � �; , ; � �� �� . � � �� � � N42 04 55'W 732.02 � <br /> CLEAN/CLEAR STRUCTURE AND EXIST. � �, j ! � � �; � j � � , �� �� `,, , � \ � •?} TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, � , <br /> n b. � � t , E i : � � CB #20038 a <br /> 8 P V C (N E); R E M O V E A N D R E P L A C E , � � �I 1 y� _ ____a I a ; ° A �� �,, . � � '' :�;: R i M 4 4.4 f DIAMETER PER PLAN. � <br /> EX1ST. GRA TE W/BEEHI VE FRAME AND '� � / ; �u � `� '` °°� ° `, `� '� ` F`I � 8" CPP IE 41.51 (SE) � <br /> GRATE, RAISE TO FlNISH GRADE, � � � , �/ � � I I .�` ; �° � ; BIKESHELTER#4q . � - �` � I!� � ' 8" CPP IE 4t.36 (SW) � <br /> RIM=39.00 � 1 �%� � � � �' ' � I 48" T . "�' o <br /> � � 1 ' �' � ! ;i 4 ; �' � �/� � <br /> \ � � / '; �� 2 IE=43.6 �' . � ` \ `� � _ <br /> 1 � �.�.�. �� '� /I ��I I � � ' ` \`� , \'`� #70 � � <br /> > � " <br /> � L _ � � . YD 8 <br /> I ___ _ e MT � y <br /> � � � �- �'�""'_�-�,,..._ � ' �o' Es \a � � �� RIM 44 55 O <br /> � � '� � " . c. . � � <br /> � , O �\ 2006032815009 \\`� \�, 6' CONC IE 43.52 (�W) _ <br /> I �- - i -i � - � :/� _ �,� . \, \\��\ , w � <br /> � � , . i � i R � � . � �., <br /> PUBUC SD A � ;;; ' i ( / r � � \ , ` ��a <br /> ; <br /> + 74tF' ' � � <br /> SDMH #21340 ESMT. TYP.� � 'I � ��/' ' � " 12� S i �° ' i ` `, � ` . \ <br /> ( � ,�' 1�� � '�3�� � . <br /> � � <br /> , , � <br /> , , 1 �,., s , ; � , I �.�� _ -, � �� '�; x � � - . <br /> � �� �. , <br /> . <br /> � _ _ ___ � °.: FF= 46.60 � �, <br /> . <br /> �-..� .,: <br /> RIM 45.51 _ <br /> I i ' _ :- _._ _ - <br /> 8" PVC IE 43.75 (SE ' i cJo >j, ¢_ _ _, ___S='�-z`���.$4i� 24+0 C865, T'Yf�E ��-72'��,__ _, � ` \ \ \ _ <br /> 1� � <br /> � , ,• ,: . <br /> O � i � �, 5 , � <br /> � � � DRIVE 8 ��� s�p, �� ,� � <br /> A 6�+15 12.O�F'.LT <br /> . <br /> � �O:_.--� � � . <br /> SDMH #21341 1 I � '� � -} ; � �- ;� �'. `�, i .,:° ` \`� \\° '�. \� �. <br /> \ I ` � C870�- -�--,_-__ -�;��.. \ \ � � � <br /> �� f <br /> RIM 44.41 - 1 % 0 /`���. ,,\�, � , TYPE 2-4$_ � ... .,,. `� i \ `_ �� �� '�. \ � <br /> 8" PVC lE 33.37 (NW) ��\ j � ' � STA 23+21.03, 11.8�� �T' ``S' ��� \ � ` \ � W <br /> � � �; �� � <br /> }2„ DI 1E 28.86 {NE) l �I �--� ' , � � �,' /� . <br /> , <br /> �2" DI IE 28.84 (SW) //�/' �� , z_., _ �; � ` � ! � j � � � ! � � � ; � 1 � � � � � . ',�� `�.` �` , '. ` �`: .�\ \ j� Q � <br /> CONN. TO EXIST. CB J �Y/ �1, j ". , ; p��_ _. -,-- , I �6, � I �' ' � � I � � ���, , ,� ,w.. :,'� �� � a' �� � \ `�; �, � (f� <br /> 12" SD IE 36.00 (W) -�j/� �/�; �� _____---- -- � � � � � � , � ��, �� �: � , <br /> �-- i -_ -, --� --_ . �_-=s -- . �'i t � � a � h <br /> ,� <br /> � � i� � . .. g� a .e . -- --�---.._r.--____ • �� .� � �� \ <br /> ,� .�,/ � <br /> '' � - '. � � � <br /> 16LF 12" SD _ � ' � � Q/PATIO s a , 1 6 1 - � � , '�,' � 1. \ �.�� �\\ � <br /> I • , w p a <br /> S=3.219 � �g�A � _ � s. ,�'�y� , � � 2 IE=43:fr4 . 6 s" � � a� `, �'``x � <br /> , � <br /> x, � ��'i I __.__.�.._._ I_,_ __STA 22 �-� .90, { ,�:1 ' . `� � n�ai ,a�n 1. � �.�, � ' • `� �f F' CW'3 <br /> � ., __ <br /> Aq G • . ` i <br /> - ; � <br /> ti <br /> • �� � rh �I�' I __ -_.� _ s � ' FF=46.60 s I �/L � ..\ s. . � 'Q . . <br /> � � <br /> � ��i}� I B �`� \ � ,�� a 's / �\ � � <br /> _ a e <br /> . <br /> . . <br /> j �O (�r;'I i ° , .. a� ;,� �.� - ____.�, ;ee�P,a�r�o•° `, ��� J ¢ � <br /> , __ � <br /> C81o7 TYPE 1 BEEHIVE �, ��i� _ ��r� _d___. I�° & 2 E=4 . s _ ;, ., , , .� - � . . �3`", a W m � W <br /> STA 22+60.00, 'Jr4.00 LT x �� ,'� �'I `- � SHElTER#5 ASKETBALL `, `,j � \ ��' � � � � <br /> RIM=39.50 � , �� � _� COURT ��, � ' + � `L <br /> I' I�s s�� � ;f � � �� ' 0- o <br /> lE(12'�)=36.50 `, �� � I � o = 4s.6 ` � ' _. � < � <br /> � I � ��� 6' � ` � ,, +� ;,- .;,,- � � ' � <br /> ' t� �� � .rF�,� � � � <br /> ` I _ ._ p� -�� � , f , , ,f, , /,, ;-a� . <br /> � �" � o ?° � , ;' -:� �a � <br /> � �I� � � . ..1 . 1- � , � � ti �. �u. <br /> i <br /> � . <br /> ie <br /> ' � J ° N � �- ° ' � ' ' \, ` ,`� �' ;" ��� , <br /> � , , ,� <br /> ; a � �� .;� <br /> , <br /> , <br /> �� � _ � � cv o � ,. . � ,� . � LIENT <br /> � � C <br /> � � "' �� � � -- �� � FF= 47.4 � � ��� PLAY " `, �t �� � �\ <br /> ' ,�.'''�, �, � � � � �, AREA `�, � .n,� � <br /> / ,� , ,� 4,, � s : #z 1 ���, #�� � RIVERVIEW I, LLC <br /> /� �� ' f � 10900 NE 8TH STREET <br /> i <br /> - < ,��a ' f;: ,� �: ��, <br /> v/� � ! 1 �\ � � �� Y. �4� .. , <br /> ^ ,,. \ I 1tl, . . 5� •a? \e\ � � < -.� , v . <br /> - �° �, ��y � � SUITE 1200 <br /> � q,S-►-V ' I �' , I o . �� �� � " �� �`� BELLEVUE, WA 98004 <br /> � � ,' � . � \ � ���� <br /> � N i I �I ° .� '" d Y � 1. �� \ ��`� � O This Record Drawing has been prepared, in part,based PHONE: (425)453-9551 <br /> � �, , • . ' . ' . <br /> o , � -_ � , :, <br /> -- --=-- < � "� f`� on"As-Built" information provided by others.Though <br /> �; j ,� � , � , k . ,� ' �� � 4�-j� the as-built information and this drawing are based on <br /> I `` y . BBIl/�'ATIO .. , ' 1.. . , <br /> � �� _ _ _ _ � _�_ '� 1 #2 s ..s • ��` .; p�,qy �� v�- �v the be av ilable information,no presumption should <br /> � �� � � ' ' � AREA 1°� bem de gar ingth <br /> � \ � . I . � . i 's accuracy. <br /> W � ,% �P ` y: #2 ..-- <br /> �2_�S-2� <br /> � � ' ,� ' ' �. Date , y . <br /> Y � � � �, f. ��< ;, � d � Signe ey ��� <br /> � � i 1 i t.Z' , /�,� � 1 ' 1:` .., ' �4/�`� .I�''l '� s ���c.J%�� Permit lnspec�or`; <br /> � ' f s• . . <br /> � SEE C3.�.3 Print tvame Ti4�e � C O N S U LTA N TS <br /> � Site Planning•Civil Engineenng � <br /> �w �andscape Architecture•land Use Consulting <br /> � 0 11321•B NE 120th Street � . <br /> � <br /> � Q Kirkiand,WA 98034�(425J 285-2390 <br /> � o <br /> � 101 South Wenatchee Avenue,Suite C3 <br /> �zo Wenatchee,WA 98801��509)293-7731 <br /> 3 �-� www.cphconsultaMs.com <br /> � �> <br /> ��' � PROJECT NO. <br /> f M _ <br /> � .1' <br /> r , 0024-17-0 7 <br /> i ' � <br /> � � <br /> N Q� DRAWING <br /> � <br /> %N C3.04 <br /> �� <br /> ��� 0 30 60 Know what's be�OW. <br /> �\ Call before you dig. SHEET 21 oF 47 <br /> � � P�N f N FEET Copyright� 2020 CPH Consultants,LLC. Ail Rights Reserved. <br />