|
..
<br /> , _ _ — _ -_ - -- -- -
<br /> , _ ,
<br /> ;. .
<br /> � ,
<br /> . . - , ,, : , .�
<br /> . . ; ;, � ,, ,
<br /> . , � , :
<br /> :
<br /> ,<: � t �. ,
<br /> .. .
<br /> ; , . : � -t . .: .
<br /> , , , ,� , _ . `
<br /> , . . .. , _ ,, , _
<br /> .�..: .. . , . . �:, , .�,. . .;-� �a a.-.:� _:..g,.�.;. - , . .. ..,� ......,. '..• �.a. .,. .s` .. . . . . .
<br /> ,
<br /> , .. . . � .:-., . . ,.. , .
<br /> i f . . . . . . . , . � . .. . ,�.. . . ,-... .. ..�. .. .:.' _ .:, . ., . .: .. , . .. .. . .�� : .., . � � ;_.:. . ..-:., ` :_ .;... .._ , . ... , - .. . . . .. . . . : . .. . . ..,. . . .. . . . . : . � � . . ... � . .. � - - � � � � � � � � � � , .
<br /> . , . ., . . . � . . , . . .., . � " . ��.. , . ` ;: .:; :.�� . . : . � - � . � � . . . � . . ��. .� � ' :�� . . . �� . . }' . . ��. .
<br /> „ . 'r ' .. . .. . � . . . .,_, . _ . . . . . . . . . . . . � � . . . . . . � . .
<br /> . ., • . . �.. . . . , . ., . -�� . . . . . . . . . . . . .
<br /> , . , . . . . , . . .. . .. ,. -�. .�:: . -� �- .� � .. .; . .._ ...� .- . . ._.. , ,,_., �.. . .; :' .,. _; � . . . . - . . � . . . ,. . ... . . . _ .. . � . . - � � . : m . .
<br /> . .. �. ..:.. , . .. . . . . . . .,. .. . . � . . � . . '
<br /> � . . . .. . . . _. . . �. . . . .. . . . . . . .
<br /> . . .� :.� :- . _ . . . . . . .
<br /> � . . . �.. �7. . . . � , ... .,.. _ ;, .. _. . . . . . . . . . ,
<br /> . . . . . . . , . . . ... . . ,:.. .: .. -. _ .. . . � . . . .
<br /> .. . . . . . . . . , ., . ,. . . , .... _ :,. -� .- - . . . . .
<br /> . . . . _ �.� .� . . . . �... . � - � . , . . _ _ ... .,..: �'.; . . .. . . . . . . .
<br /> ��_., , .. . . . . . . . .. � . . _. . . . � � . . " . .�� . . . � . .�. ... . . . � . :
<br /> .,. . .';. :���'�_ . ��.��.: . � . . � � ... . ��. �. � . . . _ � .. ,: .. ... ;.�.; � : :., , "- . .� ...�.�'� � � � � , �. -.. . � � � � � . . � . . � . � . . .. � �. � . � . .. . .. - . . . . . , .
<br /> � . . . . . . . . . . . .
<br /> . .r . �„r�:�. �� ; . . � . : � . +`. . . ,; . - � - ,:.. . ' � - " . .. , >' `;.. ' .. . _ , . . . � . _ . � . . _. . . . . � � . .
<br /> � '.. � -. . . ., . . :�
<br /> : I , : .: .';. .� ,: ,. ,; ,
<br /> ' i
<br /> " (, ,
<br /> � �I `
<br /> , �
<br /> , , : ;
<br /> i ; . `
<br /> , . .
<br /> ! I �' � . , , _;
<br /> , �
<br /> , ,. ' :
<br /> �
<br /> � , : _
<br /> .
<br />', i .. ,.„
<br /> , I ;,
<br /> . . _
<br /> :. SE :
<br /> CTIO:N 30 TO�/V .
<br /> NSHIP 29 E E
<br /> � � _ N RANG 5 �N . M . ,
<br /> , � �: � . . . . . _ . : . _ , _ z
<br /> , , _ � . � ,, :
<br /> � ; . , , ,
<br /> � , . . o ; .
<br /> � . . . � . _ ,
<br /> , i : .
<br /> , � _
<br /> _ . .
<br /> �
<br /> �
<br /> ; , , .
<br /> _ ,
<br /> . , ,
<br /> : . . T . ` : . , �
<br /> � . , :
<br /> _ . _ a
<br /> � ; _ _ ,. _ _ ,
<br /> I, > , . � . . . BASIC SOIL AMENDMENT NOTES -
<br />'; ' ; i; : >.
<br /> , '
<br /> , ; . . � ,
<br /> ; �
<br /> , ,
<br /> _ ,
<br /> i � . `' , ::' ; . , , . .
<br />,: � , , , . U .:.
<br /> '' � . . . . :�: . .� ; . . . . . � ,. . :::� . . . ..:.,�. � ... . _ , :. ... �. �..� - ; ... .. .. : . ., �. ..� . ��. . . � . . .�� . , '!:�'�'
<br /> �. . ��. . . �::. .. . _ . . . ... . .. .` .. , �.. . .: . .. .,,. : . �. . . . . . ..
<br /> _ , ` - , � , SOIL RETENTION. RETAIN IN AN UNDISTURBED STATE THE D cn :
<br /> ,; , , ; _ . , ,
<br /> UFF LAYER AND . . ,.
<br /> ' ; I ,, , .. r
<br /> ' i' „ � ' < .. _ .
<br /> W . :�.
<br /> E , ,.,,;. ,
<br /> ; , ,; , . � ,_, , ; , ' ' NATIV TOPSOIL T0 THE MAXIMUM EXTE .
<br /> ' NT PRACTICABLE. IN ANY AREAS ,, ,
<br /> , ; _. ; - � , , ,
<br /> : � ; ; : ` . . : _, � �;;
<br /> , , , , , , , ,,
<br /> i �� , . ,; _ � , ,,:.
<br /> , , , REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND 'TOPSOIL , ,,+,.
<br /> � �. �, ;< ;
<br /> � r , , ' , ` 5, , � � �
<br /> i � I . _• . �, ; �,,
<br /> ,. : ON SITE IN A DESIGNATED CONTROLLED AREA NOT ADJACENT TO PUBLIC �
<br /> i �� _ , i �, � , , .
<br /> ,: . . � ,
<br /> ! : � `� ,;: , 1 i _ . . _ . �
<br /> ; : i; ,: . � � � ::< , , ,
<br /> , ;o . I : , � ; :._ ,� , . RESOURCES AND GRITICAL AREAS, T0 BE 'REAPPLIED TO OTHER PORTIONS -0F , 11�. �
<br /> ; � ;, 1 .; , , �
<br /> ; � ,r. � . . . .: � � , :
<br /> , . � � � , �, ,
<br /> ;� `_
<br /> i . .�_ . : . < ,. » THE SITE HE E s;�
<br /> � � � �.�. :: , PLAN :, W R FEASIBLE. , r; .
<br /> ' ;o � : / I . _ 4 ,RIGID Oft 6 .:
<br /> i � „ ,
<br /> ..; ,��. • . ,< , � ,-; �
<br /> ; i, , ,,n ;' :�;r� v: - ; : TRANSITION ,; � ,
<br /> ' � ; : � ,r� t : � . . . ROOF ,
<br /> ; � , � ; , E / VIEW , : FLEXIBLE w _ ,
<br /> _ � : I _ . __
<br /> .. ,
<br /> � ,. E _ _
<br /> i � < , , ZONE SE DET.
<br /> � . �
<br /> �
<br /> � � , . , ; . _ ,
<br /> ( �' ._ � S01L UALITY. ALL A E S �
<br /> , ; o� , �. . . :; DRAIN Q R A SUBJECT TO CLEARING AND GRADING THAT HAVE
<br /> � I � � S S : _ PEftFORATED _ ,
<br /> � THI HT. I $ .
<br /> i ;' , :; r� � : `� '. : . ' �T _ Q
<br /> ;, � �, €,�. INFILTRATION : NOT BEE CO D
<br /> I oo . . �- � � _ _ , ':; � - � :x . , , • N VERE BY IMPERVIOUS SURFACE, INCORPORATED INTO A
<br /> , , � � , ,,� I , . � . . ;: PIPE � �
<br /> ; ! 'I � �n f TRENCH ,. - y .
<br /> ; i ` < r�' � . _: r- -- - - - - - - - - i
<br /> , ; o � �� . ' - , , . - . . � DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE S
<br /> ; I ,, _ o � F PROP. 6 PROPOSED , ;-, - . - , ;. . HALLr
<br /> � ,. ; 30 x11
<br /> , � ,� ) I .,: �. :
<br /> , �� ,, , _..: � ;
<br /> , , :�. , , coNCRETe : _ . - .,,; , AT PROJECT COMPLET 0 . � � '�,
<br /> � �, , sI�E sEwER . � , I N, DEMONSTRATE;THE FOLLOWING.
<br /> �, i''�.. � . '" I . . .{ . . f�., ..� . . . . 3 . .. . . . . . � . -:.a..... . I . ...��..._. � . t., : . �., t r:.... . . . . . .. . . � . .�
<br /> ' ,� d' , z:: ` DRIVEWAY : � aaaaaaa
<br /> ,
<br /> �
<br /> � ; �, : � � r � _ � I : _ I
<br /> :: � , � .� _ � a. SDCO �
<br /> . , . , . ;. ,
<br /> _ ,
<br /> , ; . : s{' ��. 1�004 SF . '. - • ��,
<br /> � >- . TYP. 00437577401100 � ) �X..
<br /> ` � , ( ) , , ' ' �\ ` 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CO ��
<br /> ' ' ; . , , � � .�- , : . `` ' F-- :_.�_.:_ � EX.
<br /> ; � ,, �. � o.. < 24 o YARD DRAW NTENT OF 10%
<br /> , i I � . _�.{ ;E � YARD DRAIN �t7P��. � �a. � — — — — — - — —— �
<br /> � __
<br /> � o . , ; - DRY WEIGHT IN r _J� :
<br /> ; ! i DEMO EX. DRIVEWAY`CUT & � ;_. I � 1 , . R W
<br /> , � � .a w sou� �� _ � �� / � o ;- � , SUMP W SOLID �.,
<br /> ; i h> � � � i j , , _ �-- / Y b ``� ,
<br /> , , cuRB. iNsTA�� APPRox. 1s �F r���� � �, , : - , : N . _. I�`1rILTRATION ,; PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS 8 �
<br /> i � �€n _ ,: � t � � � # � o �. , LID � , ti �� �
<br /> FULL HEIGHT CURB PER COE . €t / S� ` _ SS ; - --- € . � t ` , . ; . , r i ' , , !: AND A P �,,....., �� ,(9 -.
<br /> ; ; i"�i s � - - -: - : - - ( t ; , H FROM 6,0 T0 8.0 OR MATCHING THE PH OF THE � . ! '
<br /> � ' {� : � , : �::, � ; , - - ---- : t� , , Tf����C C-{ . . �; - fi� .� .
<br /> , � ;.STD. DET. 307. BACKFILL TO / : ;.� , .�, .� -- ... 3 , � , . ROOF ;: o.� ' ,
<br /> , ; . , _ ,, : _ UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH . r - �'• � .
<br /> ; , . TOP `OF CU B '&'SIDEWAL � f �: 5 BSBL � ... . ; :; �n , <:
<br /> ; � ,, R K �. "�� � � , �. • .• ... I ,� , , - DRAW _ _. :y �W: �
<br /> , � � , ,, ,€ . . . o ' - � ,� • :� •' .. • • . - - OF EIGHT INCHES EXCEPT W E � •� � �-•
<br /> , , � I , � Ex. 40 � . �. . . • . . , � . . a , . H RE TREE ROOTS LIMIT THE DEPTH OF . �., N. �
<br /> I � > . . ...m . . . � ,. , ;� �•
<br /> , � i � R � DowNSPouT I �, . , . . � . ,. INCORPORA 0 . �: Q
<br /> , � '�; /w o PROPOSED SFR � , , .: o , , OVERFLOW TI N OF AMENDMENTS NEEDED TO MEET THE CRITERIA. ,.�,� ; ,
<br /> i cV € � M . � � '. . �am :'. . � . , l y .� J
<br /> � o � „ �- � � � _ CONNECTION .ls,
<br /> ; � : �. . , 2,176 SF RooF AREA • • f. .4• .•. , �. .. , x SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SC o� •. : .•
<br /> ' I � ; I cr} . z� � _ ) ( , , - I . . _ . .� , , ,. » = SUPPORT 'BLOCK
<br /> [ ARIFIED AT LEAST 4 .,,,, ,
<br /> ' � �i'% ; µ . � � FF ELEV-124.0 - � (TYP.) o � .4 I , v� �c
<br /> o � ; , �� �, j i � ` , ��,t N . � . . 4 21GID OR 6 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID S '
<br /> ��. ; � .: _... . �� . . F .. . .... ...ti:._—.� !,....�..:. � : . .. . .. ' ..... . �._ � , . . 0'1 . .
<br /> , II ifI _.._.. __� I„_�.__ '. . j . ,; , * u..
<br /> , � ,. FLEXIBLE
<br /> ,� `� I � � � i � �.._� : �,.• � . � � •� � , - STRATIFIED LAYERS, WHERE FEASIBLE:.
<br /> . ,� � � � � € �, .. � . _. . , , :.._ _ -— — . . PROFILE ,: ; ,-
<br /> � � � 0043�57740�300 .. . , . . .• .. , , ;. ?�.RFORATED 2 MULCH PLANTING BEDS WITH 2 1NCHES OF ORGANIC MATERI
<br /> i ', " � I � � � � . . Q .� r I . . AL
<br /> , ` � . _.�. �.� �_: m ,: . '�. � . • . �� : i - . — • — . — VIEW PIPE -
<br /> _ ; � ' . ��r� �, �` ,. f � ..� � � ' � • . �• ., . , ,. ' '
<br /> 3. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC
<br /> ; _ Q „> , �.. ; r� ROOF OVERHANG : ; ,. •. •: /
<br /> � - A CONTENT REQUIREMENTS:
<br /> o I_. . � . .�. p � NTS
<br /> ; �, o :�cr� cr� K� � '
<br /> � .. . . . . 1 EV. FLOW ` � .
<br /> I t �, � I _I � i. . „ { " ' �
<br /> � '� � I . . : . •• . . . .. � - � � �i�i < a. THE ORGANIC CONTENT FOR "PRE-APPROVED"AME D �
<br /> I �: ; � �. , . .�. . . ARRows � _ . �i��i��i>�i���iT�i,��i. , N M EN T R A TES C AN B E
<br /> ' I t � ` � `� � � r .�a r f � / �//./i/i/
<br /> ,
<br /> � , ;;. � �_ � _ ____ _ _ _ ___ ; . . : . � (T�,) � � p �� MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR �''�/ � Q
<br /> W W - - ---- _ - _ _ _ + 6 MIN
<br /> , � � E �� ��'�T � E y I . ,. � . B M P T7.30: BIORETENTION CELLS S L 1�
<br /> , ,-, ! 3 .� �'��jF . ., ./ ..� , , � WALES, AND PLANTER BOXES (P.959), �
<br /> ; 'I - � ___J k O
<br /> — � `<�'�t�� �'�„ � � � E '` P H F , � f ?� � -w � n . _ W17H THE EXCEPTION THAT THE COMPOST MAY HAVE U
<br /> , � I �_ E 3 W � r� �� �� �� � S � . / , 6 P TO 35%
<br /> % i I' ' �; t � � ` � : . q � � , ,.. _ �
<br /> F, � > �_� , � �,� � { � � f . : ------------ _----------- BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC �
<br /> , ; . _ � : . , . � ,
<br /> I �,I i .. . � 3�3.. ..�.............S*f,_, . . � ' . . . . . -
<br /> w3�,D �� ;..,:.... ___ f� . Q� � �. :�:, -
<br /> . . . ��.•�...'s�. � :.. ..a . ......... ..... �s;�• �." ..»........--..... ....,....._._.,� .*:. ..._ d � �. .
<br /> : . Q � , �� I
<br /> ' �� » � MATTER CONTENT OF 40% TO 65% AND A CARBON TO NITROGEN A 10
<br /> I 3 � R T
<br /> _ -_�_.�..___ . t • � WASHED ROCK 1 1 2 - 4
<br /> ;.�, � �, � , �; � � �:..3 ___.__--�� � : � �
<br /> � .__�.._._s� ______.__�..�-�: � � �
<br /> ' i ' ` ,.�, i �� �,t_..,,� � ' '., • . ; . . . .
<br /> ' _.,<, � � - � ; ; .r.- _- -_� �... __`µ_�._.:.. .�..., .... _.:. _... .. , � ., � BELOW 25. 1. THE CARBON TO NITROGEN RATIO
<br /> ! ,, ; I = w ,� � . Ex. F�ow - �. ��,;: � , � . - �cr�rnrzr�v� , „ MAY BE AS HiGH AS 35. 1 �
<br /> : � � �, __. .�. � �, � ,
<br /> � _ � � / o�
<br /> � � w �,� � �
<br /> : , aRRow ,r . � � . , ' FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO T
<br /> , , � . � �v� � �-., �� :ru I , ,` � , , HE PUGET Q
<br /> ; , ;- �- ;� � a rn , , 3r��_�::.�..__� � r._ _.._ � AREA A J `'., f a . � i � „ , MIN YARD DRAIN z
<br /> : o � �, �._ , , _. ,�r�__� _�?•) _ , �.� X � : ; : 12 _ , SOUND LOWLANDS REGION.
<br /> �__� f
<br /> ; �n ` . �� 0 �' �� ; ,., _�.�,....,�.M_. ,,. ��.��_ �... .� 4,533.SF
<br /> ; ;,1 � o . , 30 . SUMP
<br /> ii ' -,— � < ,. ` � 1,_�r_��._..�. ��::..�. ....;..��_�_��. �' .i - 7
<br /> , � I ,�: I� !Y ,, _�- ;€ ; _.._� ., � . o , b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF
<br /> E.�� I I ra. ; ---� ,, � ,. S O L ` �
<br /> , �, , .< � � , : ..� � 1 W ID LID �
<br /> , �, i i. ; � Y �r. �_ : � � <- o . . ;: �A FINE � COMPOSTED 'MATERIAL MEETING A: ABOVE; OR OTHER ORGANIC
<br /> � � , � �� �: ; � / . �.�� � � � , " MW � �
<br /> � { � : . j �, �- � I � f . MESH : MATERIALS AMENDED T0 MEET THE CARBON TO
<br /> -� � �� �� �< PROP. 1 r I R a � . NITROGEN RATIO � �
<br /> ; . y� ; � � ; , ' . � .
<br /> I oo r,3 _ r 3.} ) ,,,• _.-- s �
<br /> , �, , _��, .� . 'wATE : � � --- : SC EEN ; REQUIREMENTS AND NOT E
<br /> ; , �, I ,�� ,,� R R , , XCEEDING THE CONTAMINANT LIMITS IDENTIFIED
<br /> � � ,� _. ` I � :..__ �- , ` J
<br /> , o : .; � ; � � . SER CE . _..- ,� , �/ °W
<br /> �; :I ; _ � - �. .� . , .. IN TABLE 220-B, TESTING PARAMETERS W WAC 173-350-220.
<br /> ,
<br /> o - �� � ,. � ..-� I � � . � L�L
<br /> ; ;�, : . ` --" s ' / I o �
<br /> ', � ,� � ✓ I � o _ . �. ; � '.
<br /> � �: ,. .t . / .
<br /> ; � ,. [ 3 � I _ , . .:. �
<br /> � � _ .� � 1 �
<br /> � � THE RESULTING SOIL SHOULD BE C0
<br /> I , � . ,�, . : FILTER � - NDUCIVE TO THE TYPE OF
<br /> � . .
<br /> ; , � :'.:,. � ,� # I � O
<br /> , , � � � . � �--- ,COMPACTED B�4CKFILL
<br /> � ` ( � � �. I j _ - / - ..- � FABRIC VEGETATION TO BE ESTABLISHED. �
<br /> (u} ;r; €� ,� � j ` , � � � . �
<br /> ,"� �'�.� . '� • . 3�� .�€�� { ��� E. � . ..'. �' t .. � � � I . / ��� ' . .. �... . ... �'�, ' .. � . ' . ' .
<br /> i , . , _ .� .{ . . �7 -. . . . . . . . . �� . , .. . r . . . � �.. . . . . .
<br /> J ; . �..- _ �: ,;;,;..�' ,: �-
<br /> , � — . N �, :_... �
<br /> � � _- � � .,.�; � - . --
<br /> „ �..�..... �...... ,....- . .. .' f • .
<br /> � . Q ' x ,� i i a . � » >� IMPL �
<br /> , ; _ � � � ; � ...- , - � � , , i i ^ i 1 EMENTATION OPTIONS. THE SOIL QUALITY DESIGN GUIDELINES LISTED rn
<br /> L _ y. _r_ ,�' , %���� - �\� �/ 4 RIGID OF 6 �
<br /> ,� , .� - . t .�/\/ \/�'
<br /> �� � � '_ _ _ ,, ` M �,
<br /> �� , r .— . � .� i �? ABOVE CAN BE MET B US • v, — _
<br /> , � , � — _- . — ,'' . ,. ; . � i�� Y ING ONE OF THE METHODS LISTED BELOW.
<br /> ,f � � � - — � --�� - ` I L � , > FLEXIBLE Q
<br /> � � : � . ' ; , ;
<br /> ; ` ; �,:<�....____.�. . � - — - — - — . - . ._ . PERFORATED PIPE ;
<br /> i , ,.. � � � E' .s I �
<br /> Ei , _ . ; � � S . 1. LEAVE UNDIS URBED
<br /> , �.� . „ T NATIVE VEGETATION AND SOIL AND PROTECT FROM
<br /> ( ,� cra €�, �� e..._,__.��._��.....: i �
<br /> ._._._..w:. �.______ _ -. ,..__..w.__.,___._�__�. .�.�:_<..� t .i .. ; F 6 ,
<br /> ^ I ( �:, . :
<br /> � f' �..._..� ...�_:,_�.....,__ � '
<br /> ( � , ,. - __._ _�;...� 1 - ':, „ _ COMPACTION DURING CONSTRUCTION.
<br /> ' E , : �
<br /> ,, , ;, WASHED ROCK
<br /> _..���..�.._ � <�_ , . 24
<br /> € ! � . . r3� c . a
<br /> , �, ��._..._.. _�_.�,_,��..�.�.:.... �.., �..�s c
<br /> >� ( I ..�. ,�. � �1 � : i 2. AMEND �
<br /> EXISTING SITE TOPSO L
<br /> ----- „ ,; I OR SUBSOIL' EITHER AT �
<br /> � � � �w, � , : ��.._.._�.�.�.�_._ ._...::.� �._._ ! , � ,. ,
<br /> :._ � ._��:w .�,._.. , -
<br /> . � ( � ,,. �..._:��:;.�W f E E � �. � . ,_. . �C 1 1 2 - 3 4 , „
<br /> . , ,... u� , �...W�.�.. _�.� h� . ----_-�` -,- , , ,. . � � � - .
<br /> �� �,. : � , ,� , DEFAULT PRE APPROVED RATES OR AT CUSTOM CALCUL D � �
<br />� . :: � �; . , _ � , , �.�� P �.E -._.�:, ___ , , --�, ATE RATES
<br /> ' N �
<br /> � , . . �w:� .�.��..:� C7,3 �.._ _�..��_ C i�€ �._..:.. _. .'�._... �-, 3 C7 �� ,. . .. ��^ W
<br /> ! : ) £�------ _ � : _.... ' __._ p � � :
<br /> , __.a.�m,..��_;.�__._..�. _�....�.- �.��.� [ ��� . J - �_ << � , ' a BASED ON TESTS OF THE SOIL AND AMENDMENT.
<br /> � N '.
<br /> 12 pp
<br /> r ;3 �1 Y ._._..�_�:- __�� ��;- '
<br /> � ' � vi-f j --c,.- �
<br /> ____..;�� w...,:.��..._�:.-� ___. _� i i
<br /> , � - . . . . .:,3i �..� �.: . � . �t�.. . . . . . ...,�.�.� ` �. . . _ : � . " . . .. . .. � ,
<br /> , � . _ ; ; ; 3. STOCKPILE EXISTING TOPSOIL DURING 'GRADI G Q �t �-
<br /> ( N , AND REPLACE IT PRIOR , . ,
<br /> --_�.�:��.---_-____---i-_ , `
<br /> . � , I rn
<br /> � � ._;.�_.�.�:_ '
<br /> , 33 1
<br /> RD �
<br /> ST � f : ���---- --------.-:_ - TO PLANTING STOCKPILED TOPSOIL 'MUST ALSO B w �'`� � !
<br /> � � � ' „ � . . <_ _ ----_._.. , . i . ; E AMENDED (F NEEDED
<br /> � r,,.. .�����, �����a� ? � , . ,.,,.,, , . ,
<br /> ;3ECTION � Q o �n ;
<br /> , , , _ I ., . :. � TO MEET THE ORGANIC MATTER OR DEPTH RE UIREME rn �
<br /> , _ ; . _ . ,, _ ; � 11 �-i Q NTS, EITHER AT A � , cy
<br /> / 1 < � G� 1/, i4 DEFAULT 'PRE-A " � _ �n �n
<br /> PPROVED RATE OR AT A" CUSTOM CALCULATED RATE. �
<br /> __'— — ---_.- — � �-; � � .; : � ► ,. .� F �- N N
<br /> i ; -- _ E�,�'�� t, � � - � . ; . ` NTS ` 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPT I-
<br /> - f �_ � � ' H TO W � �t �
<br /> ; ` - - '-----._.-. _. _` , , , f . : MEET THE REQUIREMENTS. W
<br /> , ' -- ----i , _, .
<br /> _ --_ �_ t , INFILTRATION TRENCH DETAIL � �
<br /> _.
<br /> __� � : ,
<br /> �
<br /> -�— — _____— .
<br /> .�.�.��..�.�_..�._ .���..
<br /> �---�...._.�. _ _ . ,
<br /> ti
<br /> w
<br /> �:: ��..�.�. T..�.��..��_ ,: r � � . .
<br /> ' - -----—T-__.._ �-.._. NOT TO SCALE MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF
<br /> --T-� : � o >
<br /> ' . " , ' � ; � • THE SAME SITE. SOIL THAT ALREADY'MEETS THE DEPTH AND ORGANIC ~ W
<br /> � -{- I N
<br /> ' � . ' , �- " MATTER QUALITY STANDARDS, AND IS NOT 'COMPACTED, DOES NOT NEED
<br /> , , , - TO BE AMENDED.
<br /> ' �
<br /> ' �` � .�
<br /> �� � � � � � _ , � � � � � � � � � ��
<br /> �
<br /> . ,
<br /> ���� � . �. �� �
<br /> �' �� � . t�
<br /> � . �
<br /> :�
<br /> , ,
<br /> � ;
<br /> �� � N � �� �� � � � � � � �� . � . ����� � � �� � � �� � � � � z
<br /> �� � � ��
<br /> ,�� .
<br /> . . ,
<br /> _ ;
<br /> � �� .� ��. �;� ,. _, � � � � _
<br /> � � ���� . � .-.. � �Q�
<br /> _ � , �� � . ; . �
<br /> � � � � �� � � � -�� �.� �� . � - � �, ���� � � � � ��� : � ..
<br /> �� �;:w. �
<br /> � � � �� ��� .� �
<br /> � � � � � � � . , . ��� � � �
<br /> � � � � �� � �� � �� : � � �� � �
<br /> �
<br /> � . .��- ��
<br /> � _ �_ .
<br /> � � � � �� � , � - _ � z�
<br /> �, .
<br /> � � � � _
<br /> ,
<br /> � �� ���� ..� � � � � cc
<br /> � � � � � 34� .�� , � � ��
<br /> ,; � � � � ' � �� ; � � �� „_, �` � � � � � � � � � � � W ��� �
<br /> , �� �' , , � ASPHALT� � � � � A��TRANSITIO �� 0 � �� �� � � � � _ �.. . � - � � � � � �� � � � � �
<br /> N Z NE SHALL �� ��. � ���� �� . �;�� � W � � �
<br /> , � � ��' � � � � � OR CONCRETE : � � � � � � � � � � � � � � � � � � � � ,
<br /> � �j � � � � ONLY BE INSTALLED 'ON THE �� � � �� � �� � � � � � � � Z
<br /> � � DR(VEWAY � bOWNSLOPE<�SIDE OF� NEW � � �•, �-.�� � � �� � � � � � � � �� . �
<br /> , _ � �� ` � � � � ��� �2' � � � � � ` � � � ,, �� � � � � � � � � � � � � ��� � �
<br /> : �� �� �� CONCRETE���OR ASPHALT � �� � � �� � �
<br /> � � �� � � �� � � � �
<br /> ; —
<br /> DRIVEWAY AREAS. : . ' O Z
<br /> I : LANDSCAPING :
<br /> . ;, �-
<br /> T W
<br /> DRAW ROCK OR � : ;�
<br /> 0 20 40 ' -- -- _ , • , ° . ,
<br /> ' : � „ SUBGRADE MATERIAL ifl ,, . ; it ,; _
<br /> , ����� .
<br /> ' , . HORIZONTAL SCALE .. AMENDED 'SOIL = .
<br /> , ,. . REFER TO THIS ". -
<br /> I ,
<br /> . . ' � _ ,
<br /> ; SHEET FOR SPEC. ,, _ . `
<br /> ; � � �.
<br /> � .: : : :_ � '° `' Q — � `
<br /> ; TRANSITION ZONE DETAIL : -0 .
<br /> _
<br /> � ` _ .. ` � �' u, �
<br /> , NOT TO SCALE ; , , . ,
<br /> 4? +
<br /> .
<br /> . �
<br /> $ � s Z
<br /> < • �
<br /> � �
<br /> ,
<br /> , , � � rn �
<br /> w
<br /> � ,
<br /> , , ' v! >� O �
<br /> ,
<br /> : .
<br /> , „ . > � W ,
<br /> � .
<br /> . ,
<br /> _ , c'�
<br /> , , �
<br /> � �
<br /> _ F- z W
<br /> , , , .: . _" E— p
<br /> .- . W W � �
<br /> : - _ : , �,
<br /> - � � Q
<br /> WW �
<br /> . � , �
<br /> � ; �,., � _
<br /> � '
<br /> . ` . � o � .
<br /> . O
<br /> . o Z o : . �..
<br /> o Z �,.
<br /> � � —
<br /> . ,
<br /> �� � � .
<br /> ,
<br /> .
<br /> : r. ,: , � y �,
<br /> ,� � �
<br /> .: �
<br /> , , : ' i> _ N
<br /> � � �
<br /> � ' ; . CALL 48 HOURS U � „I
<br /> .,
<br /> : . 1. BEFORE YOU DIG `' ' ,
<br /> : . , :;, , ' 811 ; .
<br /> . . . . . . .. ' . . . � � .. . � � . � PROJ.NQ � DSN.BY: �� .
<br /> . ,.. . � . ... .- . ' ..i, •. . ' .-.,-.. . �.-� . . . . , . . - . . . . . .. .. . . . , . . . ..
<br /> : - ; _:, , _ : 18-0303 JMS
<br /> . ,
<br /> , , . � _
<br /> �
<br /> _ . , ���� ���� �� � ��� � ��� �
<br /> �� ��,, �� . ,_ � � � � >, .
<br /> � � _ � a � :, ::
<br /> }� il. I� -' . - .':. . . . . �. . '. . . '. - . . .. ... . . . . . . . DATE . .
<br /> '� .- � ' . . . . � � . .�.�. ...�. . . . . . - � . . ': ,',.: � �. . .. ; -. . . _ . .
<br /> � ;� � � � , : � � ��� � � � � � ��� � � � � � � � � 4/10/18 �
<br /> �� � �� �� : ` � , , � � � � � � � � � � � � � � � � � � �
<br /> � AREA A � � � AREA� B �� �� . ;
<br /> ,.„ �_ . ,.. � � � �
<br /> , , ,._
<br /> ..� � � � �� � � � � ���� ��� �� . ' s � � � � � � �
<br /> . ,
<br /> , � UNCOMPACTED UNGRADED � � � - �� � � , � �� � � � � s�A�E:
<br /> , STOCKPILE AND , . _ . , � _ _; � , 1�� = 20' �
<br /> U B D . ,
<br /> AMEND SOIL !F` UNDIST R E
<br /> �, ��
<br /> . . - . . . _ . . ',- � � � . ' : . � .. ..". .. , . . . , .;- ,�� � . . . . . . . . DRAWINGN0. , . . �,. .
<br /> NECESSARY OPTION . 3 - r
<br /> _ . _ �
<br /> 2
<br /> 2
<br /> . ' .,.: . .,. . .. . . . . . . � � � :. pF . .. ... .
<br /> - � . . � - -� � .. _. . . _ . :. .... : . . . . ,:��' _ . . . . . . . . . . . . .
<br /> . �� . �� : . � �:�� . . .
<br /> . . . . ...� ... . . . . ,. .. .. . . .
<br /> . � .. . �. . � .... . .
<br /> . . . � . � . .. �.. . . � � . ::�. :� . .�� �. . . . � . :. � . . � . . . . . . .. , .. . � . � � � � . .. � � . . . . .� ,,. � : � . . : . . I� I
<br /> . . .. . �. . .., . . .. . . . . . . _ . . . . . .
<br /> - i. - : � � . � � . �� - � � ' ��. . �.�. :� ..:�.. � .� � �:..,:, '._ . ,. ., � � ;. . . � " .. �:, � . . . �'�� � � � .. . . .� _ � :�. . . . . ... . .. . _ . . .-. . . '�, . :. � ; .... . �. _ �� . . . ... . .�. _. � . . � . , � . . , .'�.
<br /> � _ --- ----j�- --- ..- --. . - . -- � - ' .. �. : . ' :... � .�,.. . �,... . .. .., .. . . . :..:... . . � .. . �. .. � .. _. . . . . - .� . _ _ _ .. �... ._...� ... . . . . . . � . . � . . . . �. � . . � . � . � .� . _ . � . . � � . . � " . � . .� � . - � .� � � .. . . . .. . . . . . . . . . . .
<br /> � t I:I I 11¢L I�7-1�-_-Df➢JRl[iW_IIW:L. __�. �.. -- �. ' . � . � .
<br />
|