|
, �
<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 � �
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<br /> . `• ;•r,:�.. ` 29.7' D/W _ 1�E 1689. 7' w w
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<br /> � � � � � 926.95' _-_�`.�
<br /> �.`� C7 U INSTALL: '
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<br /> 1 E ��° �� NEW 5' CONC. i�� W � � , � .._..., _ _ � � . �� l� , - ----- CB #5, TYPE A,
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<br /> � � �� o�� � SIDEWALK � � ,,, �� �� '� " ]d��R.O.W.'�, �� �� � 7 � W�STANDARD GRATE � � .v �
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<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
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<br /> . �_.r, :. . 1�. ..,....,,..,-r,......._ •::..�..: , ,�::�r� _._ ...�:r.., _�. CB 8, TYPE A
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<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 � � �
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<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
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<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 /> ��
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<br /> � ;' „ ti. ��� �� � � I � - F WAsy,
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<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 />
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