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, � <br /> TO <br /> A <br /> A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 23, TOWNSHIP 28 N., RANGE 4 E. W.M. CATCH BASIN <br /> � , _ � CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON TABLE � <br /> 1 a� CB #1, TYPE 2, 48" o <br /> RIM = 55�.OD o 0 <br /> � • IE=5�.�6 (15° E) ._�y � � Q <br /> 0 20 40 80 r► IE=543.-�6 (15" S) •$� r. ^ � J <br /> PROP. 35' INSTALI: � IE=543.76 (12" W) �.Q,� <br /> NEW CURB AND GUTTER `- N � <br /> COMMERCIAL PROP. 35' IE=544.76 (12" N� -1•� � N w c <br /> PER DETAIL SHEET <br /> I OR�vEWAY IE=546,66 8" NW 3 � •� .R W <br /> COMMERCIAL � � �� w � <br /> � L� !� <br /> DRIvEWAY CB #2, TYPE 2, 48" � � � Z V <br /> GRIND EXISTING RIM = 55z:00 � _ � a � Q <br /> » o <br /> � <br /> ASPHALT OVERLAY IE=54fi.30 (12 N) v W � Z <br /> NEW ASPHALT , -- . _ , ,_ . _ IE=546.30 (15" W�': , _ ~ � � <br /> P DETAIL SHEET ' ' '- ' � N <br /> ..f ': ' - - - <br /> �� " -,� <br /> '�,,t i • / CB #3, TYPE 2, 48" � Z � � <br /> _.___ - <br /> _.._. _ . <br /> _. .� ___ .. . <br /> -- --- - - �.. �.. .. <br /> _.. __ �:: <br /> ----- - __._ - � E 547 12 12" S <br /> � -- ---- �� _ <br /> � ----- -- _ _ _� _ _ �„ � - <br /> --= ------- �� __ _. �__ � - � - � � a a <br /> � <br /> _ , - ---- -�- -- - IE 547 12 ( 2 ) � <br /> _ . ------- -- ------- - <br /> 365.87' .� ; �: -o �-_: .! - --- --- - - -- -- -� ------ -s°_-so - -so - so so -so,=- so � _ . N) w w � <br /> s2 - �� <br /> ---..,., . <br /> � <br /> �,. ---- � _ _ <br /> :�;��- �. ---------------- - ------' cn <br /> . / �" - - <br /> . .... <br /> ,. <br /> , cn <br /> ,:�,M, : „ _ <br /> . `• ;•r,:�.. ` 29.7' D/W _ 1�E 1689. 7' w w <br /> ,.,._;�..:....-.-.�,s:. .,_,: -1� � 5'0 <br /> � 0 � � , ` `� <br /> _. CB E 8 <br /> .:. � <br /> ..:-.,�,�.��._�-�<,. �-sQ_-��_ -so -��=w -so �..�� �� _ _ _.. .. . . � 5 � � � � RIM #�5 3�00� <br /> ��` _- . � -- ------ ------- - -� _ � <br /> ..�... .. <br /> �.r...� . _ <br /> ... - <br /> ,,.� , , .. ... . • ,� _. -- so <br /> � �� � � . � 4 4 <br /> M....�. <br /> so __... <br /> r�:;'::..`�. . , � ,___•�,> . � �� • � � ��•, _ �-' SD so- � � - - � _. _ ..., - IE=547.4- 12"� S) � <br /> � <br /> � �,•>...E:, '. . ,� �4 �� ..�_� .. � � . ^ . �- _� � � .... . ...__...... '______ <br /> ' �- ��.a., ' _ <br /> ` ... ' , .,,. , � <br /> ��, .-� ' �� ' �� . . ,� <br /> _ 9�.&�'�4 <br /> • <br /> .. , . .. ,, so so su so <br /> � ; � ... , - ��.. . :, . ; • ,., .,; � _ � _�� - �sa IE=547.47 (12" N , � <br /> _:, _ � � <br /> � , . , .. . ;. �. . - - - <br /> �---�� <br /> �; � , � � � - _ _ _ _ � . <br /> p �__ . _._ . -=-; • .. ., ., .: �. . _..__ _. � s� so _ a a aa <br /> ��_ � ��� <br /> � � [� �- - - <br /> � � � � � 926.95' _-_�`.� <br /> �.`� C7 U INSTALL: ' <br /> l ..,..�,. . <br /> j � f i m � <br /> _ _. <br /> 1 E ��° �� NEW 5' CONC. i�� W � � , � .._..., _ _ � � . �� l� , - ----- CB #5, TYPE A, <br /> �-so~. � � Q <br /> _ �» s° so a <br /> ,___ � <br /> f ' �j __.., <br /> -_._ <br /> t li �--._ _ .._... i <br /> � � �� o�� � SIDEWALK � � ,,, �� �� '� " ]d��R.O.W.'�, �� �� � 7 � W�STANDARD GRATE � � .v � <br /> d <br /> � 553.0 � v' � DED�CATION � � I � RIM = 551.70 . 'c'.i Q <br /> ., .. � , , <br /> 6, , - - = _ <br /> ; <br /> ; , �� l �- � �� �� f I IE 548.24 (12" S) <br /> � i --LL 2.w E <br /> � ` � �' �` ' ': I IE=5�8.24�(12" W) . � � m <br /> , ,_� r = '�; . .., <br /> � �'� � � � i 55 � �� u:• __� � <br /> I � � <br /> 2 LF 4" 01 STUB LAID FLAT `�.. � _.: ._ � ' ( 5 F� � <br /> I c0 cD <br /> IE=547.50 - �B p ` � I 132` ASPHALT � �� J CB #6, TYPE A, <br /> I ` �..:,_ O 1 } LF ,^� !CP P .4(�o ' TAP�TO MATCH I W \ \ o <br /> rYPE sP PiPE wirH � � � /STANDARD GRATE N °O o <br /> ClAss 2 11.8' f 4 ' � r ` EXISTI�VG � I I RIM = 552:00 ,�n � Q� <br /> .��... I � <br /> PERFORATIONS 12" � � � � 4 4 �` � � , '� _ '`� <br /> PERF PIPE LAID FLAT ; � ta �� ��� �� � t � �7� � � � �� � �� �� � IE=549.00��12" E� . � � � <br /> 50' � - . I � � co �n Z <br /> x�.. �o � I I I CB #7, TYPE A, <br /> 2"X�2" PRESSURE C�EANouT �MrE �,, � �� { � `� _ �"� , � W/STANDARD GRATE <br /> , <br /> A TREATED GRADE BOARD F R O M P I P E � t E �Q '; I ` -�- �� -� � RIM = 549.94 <br /> �� .. ..- . _ <br /> � . . � �•�..r�� . .�^.. :. . � »M { <br /> ... .�'u.�.l... .. <br /> :..r'.�•..,-+•,.�.'L'f?.�•}.::rCC.' ,t:P,�.:n:'c'.' ..�'�ti.::ti` �py:.. �'C�•�:�.a::..r�.^ 2.1 .. . . <br /> �.; :r <br /> ' i .-Y.0 .�. : . �. � <br /> . <br /> • <br /> .. . R ,.1r-Y C':+..vR:#'-•'•'i�'1'f V ��.ti Y�'•i:.- ,'r::t.. O 1 <br /> � • �-J� '..' � . . ,.. . . � <br /> y <br /> � <br /> . .. . ..• .•� rv. <br /> < � ' t . � <br /> . . ...__..........._. . .... .. . •. •.,..,.� ,a,...::,_....'..., t �! <br /> . <br /> . : �.� <br /> .�.y_;p:..�;• . �,�� I <br /> , <br /> . <br /> . ' <br /> . .. . <br /> • " <br /> :. .�i iy, y�,•. ..yN.�.r;c:t .•.cn,.:..a. . :..r.�.... . ._...c-:�;' _a.✓.: od^x . . 1 \,L/ <br /> �,,,; , <br /> .-, . _ -. • :- <br /> . <br /> j 2 <br /> . <br /> . �_.r, :. . 1�. ..,....,,..,-r,......._ •::..�..: , ,�::�r� _._ ...�:r.., _�. CB 8, TYPE A <br /> . : . .. . <br /> . <br /> . <br /> : <br /> � � � � " : �� � I # <br /> � \ <br /> ��, <br /> i <br /> i <br /> � ^ � • ELECT. <br /> PIPE O.D. ' 4 FLUSH PRINK. .� I I � � � W/STANDARD GRATE <br /> I RIM - 4 <br /> �i.<.:i'.g"".t'.` _: a.%'.: :��wir��^^•`.•` :»>;pcay'^c...�#`s;i,:�..�-.�•�:.iC.. � ,.. _ _ . <br /> Y, c' � �I . . � .�: �..1:•-�:"''t. .��+- t\.:�' ' 1. ' I �lG <br /> ;:�;�,.1; :�v: :?,::,�::x.',t+.;�: ..:... =as?Ct.'..' t:_ .r'''�' 4'..,:r.:,:�. c f s �-� � � _ 5 9.80 . . � <br /> .�. ..r r_.�:F: _ �;:-..;ki.�^� 't~t`:,..t ��.:-.y::_ �'� , � *,.` O I ���.� 4 � '7 E-�J`tU. 2„ S <br /> �ii. i " •>' �:'I't":�':. 3 _ c. .��'7ry :I��.. <br /> .�,R:.:7'�e�tr ,<L:r'!f t': •:�'"i`v�-1"'� o � t'Ya>-r!i"����.� I � � . . . <br /> ':C:•" -.t'.;+�.-%i+':="� '�.:1�r..a.�. �'.Y''t.� ' .. ".:+rc a.\.� e.,��,. I � � � I <br /> .;. -:�;:., ' -. _.�:•�;:y.-•w.�. , ��. .. �. �j WETLAND B I 71 (1 ) <br /> ':;�� kiti•.j%`c;.,.`� :z:r: _ ...a:`:s:,-`.:��,:'s�,°': .+i<'.-r' :G,i:t;�::�r''� 4• �"° '� CATEGORY II I I � � � <br /> y; , : . <br /> 4" D.L `FORCEMAINvIN, � �-" ✓` � WETLANO � / CB #9, TYPE A, � Q �/� <br /> A END CAP ''��; = 5 4. � a t�j �: � ;" � / � � I � VJ � <br /> IE=547.83 � <br /> W/STANDARD GRATE � �, <br /> CB-TYPE A OR PLUG � ' � <br /> W�SOLID LOCKING LID �,� ��� � °�4 4 ,' „ �� _� 1 �� � ��� I ��� � � RIM = �JS3.50 . � � � /� <br /> (PER CITY STANDARDS) � � ,� 8 PVC ROOF ��� � � TW=55 .3 � • � � � � � <br /> IE=550.50 (12" S) � �� <br /> RIM=548.50 „ WA�I ABOVE � , , � DRAIN �D 0.50� 4 n. � .fi;�;r�.,:, BW=5 1.0 � I ` � O 1 1 1 Z <br /> , <br /> _ 4 0.�. Q � �� �- �� � CB 10, <br /> s ,� � ' ♦ LL <br /> .E-545.0 ,,• � , � � � 1 # TYPE A, � V <br /> � STUB ----- 4" D.I. F.M. IN fi� , <br /> � ----- ` � � <br /> . � � �: � ,,,i : / / � , � W/STANDARD GRATE Q � � <br /> ; , , , . 2p�� :�;�"->���:'• f � 4 ` ;_:,; -�= {�� � � � � � RIM = 553.50 � � <br /> ,�,�:�,.�.�:�=,�� � ,� � � � r-/ �,I�� �,1,� I �� �,I�� I IE=550.0� (12" s) (� Z Q <br /> �y-v L:e:.1 � I <br /> � � <br /> � e•y.;.l� 1. THIS TRENCH SHALL BE - <br /> `� ^„'{��;y CONSTRUCTED SO AS TO � ` �� � \�-�-` J ¢ ��� �-� , �,, �--� � 1 I IE=550.00 (12" N) . � <br /> Q = <br /> ,-:i;;�,.-. ,x.r . FILTER FABRIC � :1 � tV � , ^ , � .. <br /> GALV. BOLTS ��v• --•�.:c:;�+; PREVENT POINT DISCMARGE ��t t j � i'h, � `�' / I � � <br /> ;:r�-�::�•,:�:;:,. AND OR EROSION ` , ^ I � � <br /> 2"X�2" PRESSURE '=:;`'``.'���'-_�: � ��, f � � 75' �� � --�- �,�L � I CB #11 TYPE 2-48" � � � <br /> L 2. TRENCHES MAY BE PLACED z <br /> >.�1 :5_�, b� 4 � „ E � � � � � � EIM544 132.50, N . 0 � <br /> :3 � ( ) c[ � 11J <br /> TREATED GRADE •:r r*,,,,;;�•ri�,;1; NO CLOSER THAN 50 FEET ►`#' ' ""'�`' APPROXIA�ATE � <br /> BOARD. EL=547.50t �_>, •<;%"A+�='!' TO ONE ANOTHER. ,, - ._ <br /> � � •ri���•�: 3. TRENCH AND GRADE BOARD . � � ~; , BUFFEI� -,- I I M <br /> . �-.- ,_z:;�:._;r �_ , , ... �� � IE=544.13- (12" E) <br /> ,-; <br /> 4"x4" SUPPORT "�- MUST BE LEVEL ALIGN TO � /` � O <br /> :�,.;- � / ��� � � � L� <br /> POST j ��;_ ��f;:,:"x FOLLOW CONTOURS OFF SITE. � � � � � � � �, � � � � <br /> ; �Ta:� "��:�'�:. 4. GRADE BOARD SUPPORT POST I Q � � ; � ' <br /> t2" PERF. PIP .�. .�;;�.;;�• CLEAN (S 5� FINES) PROPOSED %� / C � I I 1 � CB#12, TYPE A, W/STANDARD GRATE Q Z MN W <br /> LAID FLAT W HOLES ' •"'t`��•'"'`'�� 3 4"-1 1 2" WASHED SPACING AS REQUIRED BY SOIL � "��1�1= 53 3 � � I �� � RIM = 549.90 , Q `-, � <br /> � � � � � CONDITIONS. �� � �4 � � ' � <br /> �P ROCK 2:ti � 45,375 S.F. �. �, �w�� �- ��`� I ✓ � N <br /> � .,{{ J . v , �,,,, �� �, ; , . <br /> sEc�,or,�a,-a� �� ���, l� `-' STORAGE BUILDING __� � �;���� ���� �"��� ��y � I �-� � � iE=54s.so ($� s) _ � <br /> I � <br /> � ,� � 4 > ,,� �����a � � ( I � CB#13. TYPE 2 <br /> � 4 FF=554.0 4 � - � I ��, .�.I � R�M = 55�:�0 � <br /> w� _ <br /> DISPERSAL TRENCH °i ` �. , , �'�, -:� -.- - rw=��.s <br /> � '� , HIGFf BAY � 4 �� ';t - =�,51�0 1 i �� I IE=545.47 (85"NE) � <br /> NOT TO SCALE � x= g'�. , �� � ' ' � <br /> � 1 sTo�a,cE � � � � s� �� � � �_ ��., � I iE=545.�� (�5r w) � � W p <br /> M 2:1 , �� ' FF=�54.0 ��� � ��� ����-.�- � � � � I � LL <br /> � '� � a� � <br /> $ '`° ;, , • � - � � I <br /> -� TW-553.5 I <br /> �� 6�.� . �� = 4 � � '�� , � � �W=551.0 � � �,I�� �� � � � P�1 SADR <br /> �� <br /> f ,; <br /> . <br /> � ;' „ ti. ��� �� � � I � - F WAsy, <br /> , . <br /> � TW-556.0 � # � 8 PVC I�OOF t <br /> � __ -, � � ��C��� ������ � � � �� � <br /> � � , <br /> BW=554.0 r, ° 4 �j DRAIN � 0.�0� - � � . I� �'�`� � � <br /> m � `P�� Z <br /> 2. 1 � � <br /> � � T h i s R e c o r d D r a w i ng h a s b e e n p r ep a r e d, i n part, based I <br /> LEGEND � } � � <br /> N ` ; ` 4 ' ` � ��� ` � `� � � on"As-Buift" information provided by others.Though � <br /> M 2:1 4�` <br /> PROPOSED TYPE II CATCH BASIN � � � � � � � �� � ` i���`� , � � �� � � the as-built information and this drawing are based on � �o� �,F 24661 �p ��� i <br /> WITH SQUARE GRATE LID l 's 4 p `�'�" ����' ` � �� � � t e madeaegaabing the d awing's ap ura y tion should Q `�sS��N�S�E E�G�� i <br /> AL <br /> PROPOSED TYPE A CATCH BASIN ■ \ � ?��__��°� �� r f �PX�O p3Zpp ���,, �� i I � �L `� � �`'� . ` � - � _ _ I 05 25 1 � <br /> ��0� 'q' § `�,, ` � � , ro � f ? ` <br /> � _�Jm TRASH 4 r 053 C» _ 2. �� .� I <br /> PROPOSED STORM DRAINAGE LINE � ' „ � " RECYCLE . 4 4. � :` . � I � <br /> ,�, �o � ��� � � Signed By � � Date <br /> 218 lF 12 CPEP ,�; ,��, 5 6 �:.".� / � � �/ ��_" v <br /> PROPOSED SANITARY SEWER MANHOLE • SD � 2.69% 2: _ �_ _ _ � � ���a � � � I � �; o �, � Q <br /> I �,I�� �_ � \�YZ i�'(�Ca,���`'�t Permit Inspector o 0 <br /> � �` 7 � � � I Print Name &Title o N „ :. � <br /> � Q '., ;f � I � � u, -c ^ d z <br /> �. I = > <br /> PROPOSED SANITARY SEWER CLEAN OUT • TW=556. � I "` � � ` I � �� <br /> BW=552. � � • � <br /> � ;...,: ;: �- , r y � <br /> PROPOSED FIRE HYDRANT � � � � , . ; / I I I I � NOTE� u <br /> '�' �� �,I� I 1. ALL TYPE A CATCH BASINS SHALL BE PER GO.E. � � � ^ <br /> .. <br /> C'�#7 � \ <br /> PROPOSED TEE � ""' � � ! � I I � � <br /> .� � � � �. <br /> _ , <br /> t� : r '; �� -� ��y � ' I STANDARD DRAWING 402. � � � M o <br /> . ....... . �� ..e, ., . . .. L ... .. ... _... .... I � <br /> . • : r ..- � _. / „ ��4 ::. � y > <br /> PROPOSED GATE VALVE N � �-� '[ ��` ��- j �`'� � I 2. ALL TYPE 2-48 CATCH BASINS SHALL BE PER .., o, o <br /> �., _o , .• . ra: C Y <br /> � � , � <br /> a'1`���. I a •- 3 V � � <br /> � . : � ' - . 3, � ��`��' ` � � . . . AWING 404. }� � K; o o � � o <br /> . �� �� J C 0 E STANDARD DR <br /> TW=555.0 --�`• ' <br /> PROPOSED BEND IT I ', � : �'• � . .�. . ; , . ; ti�� :. ; 3. POWER SOURCE WILL BE THE CONTROL PANEL IN � �I � <br /> BW=55] 0 .,,. � ; : ' ' ` ,�, ti�,� ,r ` I �� � � THE BUILDING. THE TYPE OF POWER SHALL BE 3 Y v, <br /> . � <br /> ` a <br /> PROPOSED CONCRETE BLOCKING ► "F .. <br /> � �. 1. � <br /> , ��.,.T� � a : / � • I. � ' � '� � � PHASE AND 460 VOLT. � _ = c�v <br /> � � � s <br /> �-� ,�: x �/ �� :�-`" 4�, � I `� 4. CONTRACTOR SHALL CONSTRUCT RETAINING WALLS - � � z <br /> PROPOSEO FIRE DEPARTMENT CONNECTION � � 1D3 L� 8" " " � <br /> Q;F, SD � ^' �°�`�� � � 5 , I � I � P�R��ER�RA ASSOCIATES REPORT DATED JANUARY _� O g N <br /> � 90` FiR� l�EPT 5 7 0,• / I � I ' Y J <br /> P R O P O S E D S P O T E L E V A T I O N S 2� � 2� �•�fi� j � T U R N-A-R Q U N D � I � , a <br /> � �n � ,P U I i A P S T A T 1 o N A P D V A L V E I � ;'� Q <br /> ; .,.� <br /> w <br /> s _k�. � Q � � ' ''� � � X o z <br /> ¢g� .. <br /> PROPOSED CONTOURS ------ 100 ------ � C8 i'11 '�54 l.F 15" CP � �4 LF 1�" CPEP '� �X���� � I 3" COMPACTED DEPTH W � � � � <br /> , �t=�,,. <br /> C 8#�i S D � 1: o S D � `i.2 9� � � �, " �' � I � I H M A 1/2" P G 6 4-2 2 P A V E M E N T Q r� N N . p � <br /> EXISTING STORM DRAINAGE LINE --� -----��--- � -------------- <br /> ' 7,� L F 4 2" P R, � I � N � z � o <br /> � " . � ,, / ( i o <br /> Alt� ��`'` 6' � 6" COMPACTED DEPTH CRUSHED Z � � � w W <br /> �?L � T W=5 5 6.0� ° 0' I � � � ROCK BASE COURSE nl � � �'-� o� <br /> EXISTING SANITARY SEWER LINE --_�_.___,_...__.....__ w, __�__.._._.m.._._ , ��' : , ; <br /> cp. B W=5 5 2.5 2: � i TW=552.5��-^ � � � � ~ � �n �n � Z 3 <br /> EXISTING WATER LINE ���"��� �` '�= `� ' `�` �"�' � <br /> �� . . �� .. 156' x 60' x 8' OF LNE � ��.: �'����� � Bw=547.o F`�, wET�nN� n � �� ��� � � � �� W � '' <br /> � � � ' � • STORAC�VAI�T � - CATEGORY III I � W N N � � <br /> EXISTING CONTOURS _..._... . _.�_. , -; ._____.�..._.. � .. l . � � : ' . '. pr PROPOSED PROPANE /1 WETLAND I � o 0 0 0 0 0 � Y v v � N <br /> .. � � � <br /> EXISTING WATER METER � � � T A N K L O C A T I O N � I I o 0 0 0 <br /> � a o � o0 <br /> .� <br /> ,� � �� .�; ,; � I � o 0 0 00 0 0 0 0 ogo 0 0 0 0 0 ° <br /> �� �s�/ � t. �.,: r, .20, � 12 01 � 0.0 MERGENCY � I o ao ° o0 op �p o <br /> EXISTING FIRE HYDRANT � 2. ` � :.' � f.LQW PIPE. STU THROUGH � � I � I - . � _ � � 0 •�H�� <br /> � <br /> TW-555A .� ' I = 41 ��� �E, NIW� WALL. ��,�,�-� I � ' � ' ' � - - � `rd► <br /> - :.> � ;> ��l� °� � �5 r �F� <br /> � �� � • � .. � • �".� . � �' kc_� ` � / 1 I �j ' �� �� - G' ' �� � <br /> � � � <br /> EXISTING GATE VALVE � � BW=552 5 " .,�r , � ` G <br /> _ <br /> _ <br /> � '� 132.63' - _ , ' � 3 <br /> - -e ,, i,;� � , . .. ,�• ,A ' � <br /> ._ _ E ��� <br /> . <br /> ..� . <br /> -._. �:- � �� �� a <br /> �. �� � �_ _ , �� �:; <br /> � i > � � <br /> EXISTING TYPE II CATCH BASIN ��T �-`r" - �� � .�. 265 - � ��� � Q <br /> �, w <br /> W � <br /> .,.�. <br /> , �,�� �,, � . .26 , <br /> . <br /> ,f , � W - <br /> _.__ � ...__ .,�_ � �_ �, � ���.,,.. ; � ��� ��� �� , _ .__-�' � I 12" SUBGRADE COMPACTED TO 95� � � <br /> �: <br /> ; <br /> , __. � <br /> � �,�� , _ .E ; ,� �-5 '�; � :�sea�a,o9-��- _ - r = <br /> EXISTING TYPE A CATCH BASIN '""' �� - - <br /> � <br /> :, .,_ �_ ' , _ ,� ; , ' . � � 326.38' <br /> � �`= v� <br /> �3 _ J�' � <br /> PROPOSED GENERATOR �TW 5�2 5 „ _` 4'�'IiMlB -1-�� I � <br /> � ��'W.����v_ �'����� �_�; � BW=549A WAT6iOl1A1.JTYVAI�T. 5 � <br /> EXISTING SANITARY SEWER MANHOLE O ' ��-..-..'��--.--.-�-,.--_-- SET LOCATION. SHALL BE ���.� ������� `-�-�: �_ - � � TYPICAL PAVEMENT SECTION �� � C�� �' <br /> � . ry�. : EQUIPPT�SFER WMTCH. ���T���. RIM 552. 0 � I <br /> � <br /> �, � 4 °' <br /> � � J' ` IE=539.0 (12" IN) NOT TO SCALE <br /> PROPOSED CONCRETE .� _� �� :: r . ,,��l ` `,���� �����,� '� _ IE=538.5 (12" OUT) ` <br /> ��"�'"�" PROPOSED PUMP STATION CONTROL PANEL � � � � <br /> -.���_��;����� ; � � <br /> PROPOSED ASPHALT z � t o <br /> N � <br /> o r V <br /> � <br /> ZO /D S�'' S1�✓ ' � raw �� <br /> 2.3 l f.s <br /> � <br />