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, . . , ,_. _ _ _ _ __ __ ___________ <br /> OTOP241737 <br /> . CGRD241737 _ _ PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. � � � � � � � <br /> CNOT241737 � - <br /> � <br /> FIN/SH GRADE <br /> CUSD241737 • AREA ORAIN , m m � � � � � <br /> CUWS241737 CONSTRUCTION NOTES <br /> 7BLOCK � <br /> ASI T241737 �\�/�\ C� � �j�\�/ . <br /> CSlT241737 NOTES: i�/ ��/�� \ ��' . <br /> cusd241737-dsgn �\j p� .p�� ��\j�\/ '� j \ O1 6" PVC FOR BLDG. DRAIN CONN., S=1.09 MIN. UNO z " <br /> i. CATCH BAS1N LOCATIONS SHOWN ON PLAN REPRESENT �j�\ o � o o ���\���' x � \ STORM DRAiN CLEANOUT PER DET. ON SHT. C3.100 � <br /> CENTER OF SIRUCTURE PER STRUCTURE. 1 5� �j\ O �o p� �j\�j\ ,� � ',. O INVERT ELEV. PER PLAN � Q a <br /> 2. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL BE �//\� .o p � �\�/�\ \ � \ . . �'. : 3 ADJUST EXIST. CATCH BASIN i'0 F(NISHED GRAQE m > o � <br /> L t N E D C O R R U G A T E D P O L Y E T H Y L E N E (L C P E), U N O. /�\�o o. o . 0 0 �� ` �, � � � o w Z <br /> �� ��� � ° ° ��\� GRAVEL BACKFILL � �. �` ` \ � � � 4 REMOVE EXIST CB AND CAP SD PIPE AT BACK OF SIDEWALK � � � � . <br /> � �� O o � � � � � CB #20360 w p � <br /> 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR �\/ ' ��/ F O R D R A I N S P E R -�. �`�� �� � "� � ' R I M 4 3.9 9 � > � � �, �, <br /> FRAMES WITH VANED GRATES (20"x24'� PER COE STD. DWG. ���� � - ° �\ r ` `. tS� a" CPP IE 41.47 (SE) 5 PLUG PIPE END w CONC. AND BURY EXIST. CULVERT TO � � � o z z <br /> 4 0 6 A N D 4�1. S O l.I D U D S F O R T Y P E 2 C A T C H B A S I N S /�/ � �o /\�j WSDOT 9-03.i2(4) �\ �,\ � � x 4" P V C I E 4 1.4 9 (N E) O _ � , �, � z a � � <br /> Q / , �•; , �,. � � ��? � � : A B A N D O N I N P L A C E; R E M O V E P O R T I O N A S R E Q D. F O R N E W Y Q _ � Q . <br /> S H A L L B E L O C K l N G F R A M E A N D G R A T E O R L I D P E R C O E „ `r\/ p� \\� � `, �,,\ .\ � � �\� : � � S S M H #2 1 2 0 8 WA TER MAIN INSTALLATION z o � � � o 0 <br /> STD. DWG. 611 (UNO). 6 �� � �� � � - 43.52 (SW ;� \ �•� ��. . . �� \ . RIM 43.85 O � c~n � m " . . <br /> �� , � �I�� 48' CONC IE 27.05 (NW � � �a � � � � <br /> / / / �T`�� /� / 6" PERF. PVC PlPE, s � - � � `'��� `�` � � � ��:,, 48" CONC IE 26.88 (SE� 6O REMOVE EXIST. SD STRUCTURE AND PIPE w m . o � o o � <br /> 4. TYPE 1 CAi'CH BASIN TO BE PER COE S1D. DWG. 402. , \� �� �� \ �� �� � _ � .� \���,; , � ,� roP to" CAP 39.56 (SW) � � � w w <br /> � a � m u�. a � <br /> \� �\/\ \�\�\ \���-0.0090 � a� � � � � � : sSMN #21207 �7 AREA DRAIN PER DET. ON SHT. C3.100 <br /> TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. ,� ,�//�//� \ // // // / ;, � �,'` .� ' <br /> ��� ti\�` COMPACT UNDISTURBED • '�` �' ` ? � � 1 RIM 43.82 0� o <br /> T1PE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, E(,2, ��, . -.�• � � � �j- � .'• � rn � o 0 o N <br /> DtAMETER PER PLAN. NATIVE SUBGRADE �S ' � : `� ��•, � "o v- ELECTRIC FLOW MONITOR w � � c� N N � <br /> MATERIAL ' �' , �' �� '' ° �` ��Q '� 48" CONC IE 26.79 (NW) 8 FLDATABLE MATERIAL SEPARATOR AND/OR GAS TRAP PER COE ¢ N °0 ; � N � <br /> W � g ' �� �.�� . � � ��;; 4 a" C O N C I E 2 6.6 5 (E S E) O S 1 D. D W G. 4 1 4 a , ; ; � o ; <br /> PER PLAN � 1 .� a . `, �� ��G �• co►�N. �s SD lE(S}=33.25 <br /> �- -` �\', C855, TYPE 1 i ��� ��\ `� � z �aQa� <br /> GRAVEL TRENCH DRAIN 0�`��'� �� �� � �� sr,a 2s+o9.a5, �4.00 � , �; � . � � � 27LF 18 so LEGEND <br /> r�, ,�. \ . , s=2.oo� <br /> , , _� , <br /> NOT TO SCALE t-G. �.` � , �'�.�� , 2 IE=43.1 ��" � �`, . .6 �7�D M. � C605, TYPE 2-54" SOLID LID � STORM ORAIN PIPE .�w J , <br /> �V .��.t . � ca #2o2i3 � N �NK � STA 11+19.17, 6.55' LT 8 , , '�.� A <br /> T . <br /> � ��� , _ R�M 44.�4 �� . ��ii SD CATCH BASIN `� <br /> f � ��x ' � ' 8„ CPP 4 . 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FF= 46.1 .� 22.52 S �tVAG �� �' <br /> �� I . � �l <br /> II f � � II •1 3 � '� � r � 3 \ � \\�', �SZ �` "t � J� <br /> � � � ' I s � � \ \ � � �" Y <br /> . � ' <br /> .� . <br /> ' � ' ---- � � (C \� \ <br /> � � ,�. , Q . _ � 1>\ �\� �� � � ` � � /1�+ ./ '�\/pC � <br /> � I ' i. K e ... �� :d. d' .a \ ��, >� v-,��� �av \ \ � R\y f . . . . .� . . . . . . � . .\. - - W01� I I rG ����n � <br /> I ��� �.... .. . � a . !: � . <br /> •. <br /> � - - - : R� �`� ' • . ' .. s � s � . .�'-- - _ s ',�, `� ; �� � . 8, 5.25' RT <br /> '� , <br /> , �. , � <br /> ,_._,- . � <br /> �� � .. �. ,, , � � �, t� s�� �;;. _--�--__ <br /> � 11 <br /> �, . <br /> , <br /> � • . ' <br /> , . . , <br /> . ` <br /> , <br /> , : , e� �EE SHT. C3.20 <br /> . ; , <br /> I � , v' �� . ., , s ; _��� `,`� \ C 0, E 2-72" � �� . \ �- 0 0 \ <br /> � � � . <br /> � , , �° �. PLAY '�. ��,, `� ' . ��'.. �'� 85LF 78" DIAM. <br /> ; <br /> „ „ <br /> ', v, � ; _ '- � . :.. , .< ' '1 ' � �`, 's..., , �� ' .32' LT `R• �- ��� ` \ �' DETENTION TANK <br /> � � <br /> � , 7+33.40, 14 <br /> � <br /> I J 2 lE 43.3 s ; � � - . � <br /> � I ', t� ' f``� ; I ;, • d:�. � �#2•� . ' � v �. � � �� t _ ; � ?`. •��, ` \ 1 � TOP PIPE=40.13 <br /> U � j , � , ,s : 3 r i �Xoo 1a 2 IE-41.9 � p'. -;� � �� \ BOT. PIPE=33.63 ce 2o5ss , <br /> � .� � � �\\ - ' 1,�k ,i . � � l SEE SHT. C3.20 # <br /> � � _ � • 2 iE-43.i ; -`��' _ � � . � RIM 42.10 <br /> I � it � � I _ 2 `� � � • �` ��\ �Q � 8" CPP IE 40.40 (E) <br /> . ; .� � <br /> �� � � � �� ADJUST RIM TO 43.19 z <br /> � � �� �-' o , aQ r � � 56LF 78" DIAM. �°��, , ,��a,,✓� �s�� :,��' ! ��" �1 . �°',' `� ������ . �� � ADD SouD lID o <br /> � + � W � a DETENTION TANK , �i ' `� , , � . ce #2os83 <br /> � / � �' � � `,�, � , , � i �. � � ' �. �" RIM 40.94 Z <br /> �� ,� l� N ` p� ' 1 I ``\ `, � �� � . , _-- - �: ," ` �� o N42'04'SS�W 732.02' t2" CPP IE 38.27 (E) _ . � <br /> ! TOP PIPE=40.13 � . Q w <br /> I `v ; v, I ; � ''I ' & BOT. PIPE=33..63 ,° `-� '`\X� J �� �, � , a , ,� - C � � , _ y . � Q , <br /> . ' •� • <br /> � .� <br /> � �,°'n 1' ' ; :°- ; 20' CI TY OF VERETT SEE SHT. C3.20 s � � , � �, • �� . ` � <br /> s . � � . <br /> � c�; !I a I PUBLIC UTILI Y ESMT. » p��� `, � �� -j � �� J xo � � ` \ _� � �,� `� • SDMH #21270 <br /> J � ; C810, T�E 2-72 ` � o,� �F�= 46.3 , , �;� > . 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'.�a . . . . .� �r . 1 lJ ",, .:�i Q' ' . . . . . . . . . <br /> _ , a <br /> y . <br /> � . : - < . � <br /> SDMN 20430 <br /> . . ; : < <br /> # <br /> , <br /> � ;.__,a <br /> - < �--,1 � . , s^. • , ° , , , °. � S� RIM 42.73 <br /> . <br /> W ----- .. . e <br /> ' �__; <br /> � <br /> „ ; . <br /> F� � <br /> �; ------ ° a < . 4 s : R \ <br /> , .._.___._ . __ ,� . --- . _.,_ a, < D:� � <br /> --d - a � �. , � \.� <br /> ,. <br /> �$ <br /> _ � . . .',: � <br /> (.� ° ,____-+; , �, ----.- -_- _ �- --- �° -�- �'- , . % i2" CPP IE 34.41 (SE) <br /> -- _ e - ,� ' �° •p� ` .';. <br /> I , ---- - ---- - -- - ` : •' s. � ..38 ��` � » LL� '\ 12" CPP W <br /> �2 S _- -- _---=�-- .--a_1 _s r ,.� � �,: � � E- <br /> � --- \ � - - - ',. � F= 45.9 � .�• 4 . f:;: TOP ELBOW 34.99 �` <br /> � <br /> ' <br /> _ <br /> . <br /> a <br /> �: <br /> t ' =D. 1% � <br /> � <br /> 1�9L 18 SD • � <br /> , , a � <br /> :: <br /> � <br /> s � ; <br /> � <br /> �. _ <br /> . __ _w - - <br /> ; <br /> ___ � <br /> __ ___ , - �-- � <br /> __. ___ ___ . _ o , " <br /> � �� � �- � -- _ <br /> � �> <br /> �� <br /> \` <br /> ,. <br /> �. <br /> ; . <br /> � <br /> ` � - - , ., ; ; <br /> � " <br /> \ <br /> ____ . . <br /> �; <br /> �48 � � :� _ � ��- � . <br /> . - <br /> - - - <br /> -� C� o c� - __ -- - ! - -- -_ Q. - -_. � ,: . � �� � �\ <br /> � _ ---I- _ -,= � � \ <br /> :- -- - -- _____.� <br /> . _ o _ _--- . �--- ,, "'� -._ , ` � �� <br /> _ . � <br /> _ � cs __ _ ._.._ - ---- . . r .. _ c7 . <br /> ` . . � � <br /> __ � ' _ _.� _ _:, _- - 31-�OQ. , _ _ � _; L� . <br /> _- , __ � � <br /> C,. <br /> 32f 00 ____ .� <br /> - , ___ <br /> _ �- a -e - �, � > __ - -- _ __ <br /> --_. _ <br /> - � }::�. �,.: �. � _ <br /> -- ----�-� -r- _ <br /> --� <br /> -- <br /> � N ---- __ <br /> '�_ _ -- - - <br /> i �. --- --, "�----- _. . _ -- - --- <br /> ---- � � 33+00 " <br /> � _._ _. - _,. _ <br /> . i RIVE C _ . :�- --__ _-,� ___ ____- , .�. _ �� <br /> ____ <br /> _�__�___� , , <br /> _ � ,____ ' �. <br /> , - � � <br /> . s ... -----c� , , _. __ . _ � . � � J _ •. `R <br /> __._- _` <br /> U <a � '�'_c ,� ;- , �. �y ,� .1..� ��_-_.._ .=;�.. __..�. _ .�'---Y-T'._. 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CONSULTANTS <br /> �' � � � � ����� � <br /> � ��. <br /> � Site Planning•Civil Engineering <br /> i <br /> � This i-;f:•cord Drawing has been prepared, in part, base Landscape Architecture�Land Use Consulting <br /> =-' on"A_. �uiit" information provided byothers.Though 11321-BNE120thSheet <br /> s � <br /> /o the a, bE;ilt� �rmat�on and this drawing are base on Klrklond,WA98034•(425)285-2390 <br /> cn � T�.,,, ; } ! !^rrr�i�tiGn,no ;�res��mption should 101 SouthWenotcheeAvenue,SuiteC3 <br /> �,z � � � � , , ; � ��ccurac . <br /> 3 <br /> /� g �t .. , ;y i �t � y Wenatchee,WA 98801�(509)293-7731 <br /> � a � ,, www.cphconsultants.com <br /> B � <br /> � � ; -• ��Date � PROJECT N0. , <br /> o Q �S� ne By 0024-17-037 <br /> i � <br /> �I'j7 ��� Permit Inspector � � <br /> - �T a DRAWING <br /> c o <br /> c� o <br /> o �. ' ' <br /> � o Prin+ ^ '� �,E r � : ' l�l � C3.03 <br /> __.__-�_ .__.___�_ __._ �--..:_� ..__._...�. <br /> . <br /> i � <br /> �o\ 0 30 60 Know what's b@�OW. � , : <br /> �� C81I be#ore you dig. SHEET 20 oF 47 � <br /> � N <br /> P�N Copyright�O 2020 CPH Consultants,LLC. AII Rights Reserved. <br />