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<br /> ELEVATION TABLE �,
<br /> ID A B
<br /> IT #1 428.21 416.5 .
<br /> IT #2 417.58 405.5 ' 4" THICK COMPACTED SUBSTATION ROCK. � �
<br /> TYPiCAI. FOR ROCK PERIMETER ADJACENT
<br /> TO SUBSTATION WALLS AND FENC�S. � �
<br /> I �`'
<br /> 4,_0„ a
<br /> SUBSTATION ROCK IMPASSE F�NCE � cn
<br /> 6"xi6" TYPE E-2 CEMENT , ' � Z a
<br /> CONCRETE PEOESTRIAN CURB
<br /> ' PER COE S1'ANDARD 305C WITH I �
<br /> A a o�o� v.�-Ps.a.,-�-Pcz:.c ps�..�-pu:�v.�c �, o `bo o EXF'ANSION AND CONTRAC�'ION � �� i , ,t „ � � �
<br /> �g pg JOINTS PER STATE STANDARD 3 -0 �
<br /> . FLAN F-30.1�-03. SET 90 x8 CURB <
<br /> °�'� " CLEAN " " CSBC 2" .ABOVE GRADE �
<br /> . � o =CRUSHED GRAVEL' � - �) ' ,°.�° � �
<br /> �a R, - • �- I
<br /> � - , � o 0 0' o 0 0' ' FINISHE� �RADE , • o m ;
<br /> , � a �° �C� ' .° � c�io� ���o�Qd d-����oo� � ° '•� 0�,10 STORM DRAIN � _' W
<br /> ' o COMPACTED CSBC . . °Q o�?poQr4,�o��_. , ° � a �
<br /> � ° - �
<br /> � D ; o °�°0 p GRAVEL BACKFILL FOR �
<br /> ° �,4Q� � � WEED CONTROL �g� 2" PIPE ZONE BEDDING M
<br /> O , p
<br /> o ° o 5��. �' FABRIC UNDER CLR � LINET �
<br /> 0 p q F �ZES ° � ROCK TYP N :t•;::':,�;:�:t':��'t'•':�i=::�:�; ��f:;;�.'•-`•�•:::�;::'� 3
<br /> � � ,•.'r�: ;:�:�.�::,:�. 'i',•.': �•.:.t;"•ts'•:s't:'t;;�^;''r:;" •t°"•r,�:t:::'�C''' �
<br /> o SEE DETAiL 6 ON ; ':,•;: :'•� ::�-.:r;�:;'::::::• :;::•i � z
<br />_ g p •:,:;;,:;�r;:�'r,::: •�•r�::• � Z
<br /> . o p DWG S-10A-C83 � • .. �•:�:° ' • :
<br /> F�R GROUND ..�;:���• ' :::• t;;;•t,... :- o
<br /> .�'t•; :�•, :�.: ��.:�::''. � a
<br /> � �tLL OTHERS Z ,tt..;.;�;.,:�'•�t,;::;:•:;.::_'�:����'� �t � .
<br /> � f., o ;....., � CONNECTION CDF � �
<br /> :: �
<br /> `:'.�:�•.:, .• : a.
<br /> x �,
<br /> . .... ., . . 3�� MIN � w
<br /> . � :::�:::�:�;;�:; o ''f�;�'_.:��:��SAND DRAINAGE 6l.ANKET i� � o
<br /> � t•; :t; :�: oo � :':.�.:'= TYP . � � �,
<br /> O �VQ o- p o �
<br /> �
<br /> � `� + o�o CURB AL4NG IMPASSE FENCE ' I� � � � o �� o ° '�
<br /> �
<br /> o , � . STORM DRAIN 1'-0"
<br /> �
<br /> - ` �� �o PERF CP�P PIPE WITH (23 (IiNLESS SPECIFiED C?THERWISE? . � � � = TRENCH LiMITS �
<br /> o ° PERFORATIONS DOWN 4 ~ '
<br /> . �
<br /> . . . � ' � P�AN �
<br /> p
<br /> D O
<br /> . � ' � . � ° � FINISHE� m m
<br /> °go 8� o,t 3/4'� WA5HE0 ROCK . GRAQE :
<br /> pv , , i � � F
<br /> • � Op � ' �I i � � .
<br /> B ' o000 00° S° 0 6��x6" CEMENT CONCRETE ° ° ( IT � , � . � � '
<br /> � NON--WOVEN GEOTEXTII.E PEDESTRIAN CURB PER � ° NEAT COMPACTED STRUC7URAL � z
<br /> � � i �- FABRFC. OVERE.AP FULL STATE STANDARD PLAN � ' LINE FI�L
<br /> _ � EXCAVATE BOTTOM OF TRENCH WIDTH AT TOP OF f-1�.12-�3 WITH EXPANSION �� � �
<br /> TRENCH WITH SMOOTH SEE NOTE 4 TRENCH AS SNOWN AND CQNTRACTION JOINTS ,_..,;f ;
<br /> .�::� :•:•� G AM�.�
<br /> PER STATE STANDARO PLAN :':,•;;:'��•�::���::';���:r':.=•::'��;,:`;:�::t�;ti:��::':;•�:: 0 1P
<br /> > EDGE BUCKET . ' •::��.t:.:.:;•;:r:. :�•;::t�:::�::;�:: ' F
<br /> _�...ti. F-30.10-03. TOP OF PIPE; . �' '::::t• � W
<br /> .��,. '�'ri�;::i�;+::�:s•i��• r-- � �� A`�Il�'�'�
<br /> tr,;::i�: � .. �' :� � .
<br /> SUBSTATION ROCK �''� .�'`�.;�t;Y:�;:.;�.;.:;,,;,� � � �
<br /> �--���-.--i i i •:r�ottr;::�t,�:ti;..:i;•.:s�:.;r::i�:!•:�: i�:: o
<br /> � � �=� I (- B�DDING ; �: :��.��
<br /> F'IfVISHED GRADE VARIES OR WASHED ROCK :'':,;:::;•;:er,>:::'r•;:.;;;:':,�:.•.•':�:;r,,.'• .: . r,i _ x
<br /> ;•:t�•::s�•::_���'::•:::.�::�:;;::':.��.:'r,:.:c;• �: '' CDF �
<br />_ . c• , •�t�• • • • ,.1•t':''::�
<br /> . D d " Q :i:;.:i�..�.�;:;i;•::i; �.::•:r;;:';' � '
<br /> Q ' .'*,'.:r't.•t
<br /> • , d o���' � t:fi • t :=:r� :'r,•: .•�:,, •. STORM DRAIN ,�a� ,
<br /> . • .t,•;::�•;.:r�: .:'t,?�i:t.•l•::;:'i�': ��, STER�' �
<br /> � N4TES• � �::�,.:: ;�: �
<br /> :�:::' BOT OF PIPE , ' '.. f::;••: . }:::.:;•., �a
<br /> .� . .,. r: :1' t. $s� AL �� .\
<br /> . BEDDING :t- :'r,�;i,•':�� •'��;,;:::�t_;:.""''�'•{'.'''' '1
<br /> .;�',., • „•;;•,� . •u;::�rwr;-:.•.'�•::` �
<br /> .. ...• .., .•:.,.:•'':t=;::'r,:..:::;;'s,:: ..
<br /> :'i�;::i;:%•'�;: :;;'t:�<::�:^%..:i�:: � :'r,�=::: �
<br /> ' 1. PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL. � :.'
<br /> 2. HAND TAMP UNDER HAUNCHES. CURB AT ALL OTHER LOCATIONS t:: ��: :t�;:�`: :t.;�:=' ;t� ��
<br /> ':�•:�' ••:.• `� SNOHOMISH COUNTY
<br /> 3. COMPACT WASHED ROCK BELOW PIPE SPRING LINE ELEVATI(?N T� 95% MAXIMUM � D
<br /> � DENSITY. NAND COMPACT ABOVE SPRING LINE �LEVATION. . ,
<br /> 4. THE BOTTOM 4F` TRENCH SHALL sE IN WEATHEREO TILL OR COMPACTED STRUCTURAL STORM DRAIN 7`--0" PUBLIC UTItITY DI57RICT Nd 1
<br /> FILL. CONTACT THE DISTRICT TO INSPECT TRENCH B4TTQM BEFORE INSTALI.ATiON OF � TRENCH LIMITS
<br /> � THE GEOTEXTILE FABRIC AND 3/4" WASH�D ROCK. NOTES� WO 354046 � .
<br /> " 5. BACKFILL TRENCH WITH ROCK AS SHOWN T� 95% MAXIMUM DRY DENSITY ABOVE PIPE. SECTION D—D �
<br /> 1. INSTALL TYPE E-2 CURB IN AREAS ADJACENT TO FILL SLOPES. TASK
<br /> � 6. SEE DRAINAGE PROFII.ES FOR PTPE SIZES & ELEVATIONS.
<br /> 2, INSTALL PEDESTRIAN CtJRB AT ALL OTHER PERIMETER LOCATIONS, INCLUDTNG
<br /> ' . RETAINiNG WALL 2. SCALE AS NOTED
<br /> INF` ILTRATION TRENCHES
<br /> � PIPE TREN�H DFTR DMD
<br /> #1 & #2 SECTIaN � ROCK . PERIMETER TYPICA� SECTION C � DAM DETAIL 1 � �"�R �°S
<br /> ,���� � ��_0�� _ }�► = 1�_��t NTs ;
<br /> C14��16 C�1, 12, 1`,�, 15, 16 C1�� ,
<br /> ENGR GJM/JSS/JWC
<br /> . . APVD /��J�S
<br /> �
<br /> • . P�i� A������� DATE lfsl26�(� n
<br /> . � � � � . . . � V i
<br /> � :.� c��� � �
<br /> :� .���---a-- =-�-�
<br /> �
<br /> p e a D��� � �
<br /> 0
<br /> � /i / °°
<br /> A�� � �����o� �������� BE V E RL Y PARK E �
<br /> - �������� SU6S T AT 10N :
<br /> wAr� a ruauc wo�cs P�;��rr as GRADiNG & DRAINAG� o ; � '.
<br /> R�Qui�o Pxioa �ra srARnaac DETAI�S SHEET 2 � i
<br /> _ I s€�v€ra n�dv Foe��reucnon o� �,�as 12 6 0 1 2 3 a : °
<br /> P€ao�ee:r. apvRov,� �rt rxas Na '
<br /> -- - F�o��cr is eor��arao�a�. ��� •
<br /> , � . T���c CURRENY Cl`TY S7ANDARD� APdD t/Z�� - ��_0�� SCALE IN FEET £°'
<br /> o�
<br /> . EX�YRfS -.".�� ��'—/J UtJLgSS ovf
<br /> . _ PERh9i"f FOR COtd5TRU6TIOW piAS AZ � C) � yN
<br /> C1TY ENGIMEER BEEN YSSUED. � � !p
<br /> REV DRAWING %�, !
<br /> ' - 1" - 1�-0" SCALE IN FEET oN ;
<br /> � 0 S-10A—C23 � �
<br /> ��
<br /> �
<br />
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