Laserfiche WebLink
, ___ _ _ _ _ _ _ _ _ _ _ <br /> _.� ---- . <br /> . _ RI OF THE SE UARTER OF SECTI�N 11 T 28 N R 4 E, WM a I� � <br /> A PORTIO Q , , �; <br /> � <br /> � o <br /> � � <br /> � CONSTRUCTION NQTES � <br /> � <br /> � <br /> � <br /> � ! O INSTALL CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN 'Q.,, <br /> F-30.10-03 W/4" COMPACTED DEPTH CRUSHED SURFACING BASE �j � � <br /> � �• " �° ��° � ` ` /` ``" �� COURSE UNDERLYING SIDEWALK. � INSTALL EXPANSION AND � � <br /> "' �� �.�� �� �'� ''s,� �'z. � �! / � � � � � 2813 ROCKEFE�LER AVE . <br /> �____�� _ <br /> � -� � � � , '� � y ` '� ,� � � �, .-.--��-.-�.--.,......-....r-.��,.�-...--... � CONTRACTION JOINTS PER WSDOT DETAILS. EVERErT, WA 98201 <br /> , � — � ` t,<,) �� �� � � � �i i PHONE: 425.317.8017 <br /> �, . <br /> d �-��-�- � � �, ,� � '� �� ; FAX: 425.317.8489 <br /> - 4 � ,�� ��� ��, � �;s �� �� ........ _�._.N_ _. � ; O INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER � <br /> �`� � WSDOT STD PLAN F-10.12-03. TILT GUTTER AWAY FROM CURB 1N <br /> -------, � 7 1 ° � _ <br /> � r , .�...,,._,.�.��...k�a.,.._.__._w.�.... _�,, �._ .v.� ��v�..M__�... .�.�.�_,w._......,_..�_�..�,.�,_�.n...e.._�a.,V.�.._.�..__.._..._. ���......u,...�.e_.._...���``� �t � i <br /> .. ���.� <br /> � .v. <br /> , ,� ��; � ,��,� �� �``'��;, � �� �' � ,_.rw, r, d ,.�� i LOCATIONS WERE AS�'HALT DRAINS AWAY FROM CU�B. <br /> - '.• ••�•'ti �P���G � ��,�f � ` �5 � � ` � , <br /> � � {� � \ � a <br /> I . � � . � .. ' _.,�.,�. ..°-. �., , �s,.�...,, .:�.;� . . � tY �a��#�" t°.�F�€�, i.�i�3�-, � � � � \ �' � , . � . i <br /> `� `=" s �. t ' � " O PROTECT EXISTING CURB GUTTER AND SIDEWALK FROM DAMAGE <br /> r� <br /> t" <br /> � . .( -...�.� .�..e.,._.:._ . - . <br /> , , . � . � - -�4�� F: -�.-.,� . ..�,� �s,��,�.� � o <br /> �' � �'�...,.� � ..���� .� , �' ��=� ._..._�_..__._..._w. .n. .._ � D RING CONSTRUCTION. <br /> e�.� ,..� �_.,�,�_.� � ,�.�_ __._�._�. � I ' <br /> .♦ 5��-.«.....�-�� ._....�..�..�3,�......a..e...,.,...a.::.......................r_�.«...u.�,...�,.�.,�,,..�..<..a.� ,.v..v.,........,..a.,..:a��..,,..,...._.,.p.,^....... .,.. -5���..�....e....� ......�y�.�..,.�-'ro....«..G6..........., _ � # t .V , <br /> � ��� ( <br /> . . . � _ �� . � � .� _, � � �. F Y' . . � <br /> � ���� "� �.� 'i--..,... <br /> .� <br /> i [ p� t <br /> / � �k <br /> � <br /> �, . . . . n�'W. •'w,;4...�?�..3ri��...-. ._.u�;......�..� _.-�.n.�.._.�,Y._.r..,_.v,..�..�.�i,.....y......�.�r..........,.s...�;5-_.._:F�._tn�., ..._....,,r_...v...��..._�..__d,...._...w,�. ._....._. ..., . . ,. 1 . . ��...�g.�1 .,, . .,, .. . ... � ,,,� .. +ji .. . � -�- ��i ;.. <br /> . . . . _"�� � . . �► .} 3t . �Y . r_� ....� � {�. -«�,� ....-..II.,.«w....,...,ai...m.... ..........(I.....m_..-..e.<=.-vy"3'ry.��a,e(,ak.,.,�.�.-R.i.-._....n....,.a<,:..n......_:�a...s�.. ...,.,.wa.-..��.�_,...,......_y�.m,.d..a.»n.,...al«....,.r..-v..Jl.....�.o.... .�.�... u:::. 3'"i`.se..�.:;,uva . ,w:::.r....rv.�. e....,. ' <br /> ` �,�p.�__v,,,.,��._..��_�_,_ � ; j � ��� � � ��` � 4 WSTALL HMA CLASS 1/2" PG64-22 PAVEMENT PER SECTION THIS <br /> ^ � � .� �`' . _ � � : �'_�.�, � � � , O SHEET. <br /> � . � � � � � �r <br /> . .�s�- ���,� � �__.� �. �.�_, � f �< �, d' <br /> _ . _ , ' ,. � ���� < � .. _ �..v__..�._...___ w— <br /> o�_` � � !�`� '' � � � � <br /> . ..� <br /> ` .'2•°1 � � ,�,��� r �.w�t ��� .,�., ��4 � �, � <br /> , MpJ( �: .. � �i � ��.J s�.��� �� � : <br /> � p a�.�:��.. ,.:;�rv�...;;..P_._ _, ,N� " �,�o � � O FWE GRADING INCLUDING REMOVAL OF SUBGRADE MAY BE ' <br /> . . . <br /> � �I � � €3i� , <br /> ' � .': `,. . �� � , ,� �, + �a�..,,_...�.�F.,_�__,.�..._�....,a �;�ti, � .....: ... ... D;� '°��� �� i <br /> � � ,.��.,�..:��,..�._.�._.�..�.. � �.� .� � � , � .�.w��--. .--._---�.-.�-.,- NECESSARY TO ACHIEVE FINISHED GRADES & INSTALL PAVEMENT � . <br /> �,�. `. .�„��. �.,,o-.._�,._.._.._,�_�.� �,�� � �t � � ', '� SECTION SHOWN ON THIS SHEET. ��''� w.�s��eS� . <br /> 'I . , 7 ' ' �� ,�;'''� � � � " J i � � _.__..._._.._._.._..._. .��.__. � ��4� I{I�,�� <br /> ,' <br /> ' ,�, . 6 �,.��%'� °� � 3 � �` � ��. � <br /> . , <br /> �_ ` _ ____.,� �,� .; . .,-� �� ,�.._.�_�._.�..�.�k.�.,..�m.�� ���._..�._uu.M.._�, a_ _a �__ ��_�� � ,� � "°� � ,. , � s 06 RESTORE LANDSCAPE AREASBY REMOVING AND DISPOSING OF ALL :. � <br /> ------_— --J - —______ �` 3 � � .._�... '..a.��....��._�..,_p.�..._.� � �� <br /> � �� �� • � � ` " ..� CONSTRUCTION DEBRIS, TEMPORARY ACCESS ROCK AND INSTALLING <br /> �, <br /> _ <br /> . •. •..•: • � �!�s�:�;��'�s"�i� � ; ��� �'`_�_� <br /> ,�..�.._ _ � <br /> .�,��� _ <br /> �� ,�' a�� a � <br /> ,. . - <br /> .�,�._.ti .�__�_.�.�..y..�..�.� �._v �...�.. <br /> � _ �� . � �a��t�_������ � �,��.�. ..�W_w ..� ��.. �_...�_ ,. ,-.��� a_ _ .�.�::: 6 MIN. OF TOPSOIL. J� <br /> ��.��.h.��,_p.� <br /> � _ , , � �. w �.�.._.�.�.___r�_ �p ° .rs <br /> . . . � � a �O � ,.� � � �� F �� � {•___..�.,.,�I � �_"`__„,,.,. f�.� j t��� .. ��.. ��m���''*Y� � � . . . �J� ��^�j� . . '.. <br /> 1 ��� ( �v��� M ��. <br /> � � ti - � j : { i p ' � <br /> ��/�1� • '� , _ ' �.__ ._..�.,� � � � ; �{ ; � � + � €' i � � --�-`-;R � I <.��ToIVAL �'�� <br /> . <br /> � �•�� � ,.. _ �MATCH ; � � � 3 ;j t.� � i � � kf ; � � � ,� 07 INSTALL EXPANSION JOINT AND SEALANT AT ALL SIDEWALK <br /> ' i; . ' i t ' � ; i � + i [:� S � � ...,.....« .............. ..«,... . ... .. ' . . �. <br /> . . � • . �. . ... � 4 d �� 7 i � ' � 1 ' G �...� <br /> � .x'' .r, • ' t , i s � � " _ _ <br /> �T �� � � �~+� � ' �������"`�"y��� � � '` � _ �� GRAY ELASTOMERIC JOINT SEALANT. SEE F 30.1J 03 ON SHEET C1.7. <br /> , �;.� — •I _.�.:�..�. ��.o...,._�.e....v....�_ f r + 3 � � � { �� � � <br /> /�. _ ; ; i EXPANSION JOINTS AND AT BUILDING INTERFACE WITH POURABLE <br /> ���� CONTRACTOR TO . .�.� 1�• .: �. . � �:� ��.. 3 WIDTH ; � ��� � I� � � .__...___......_�.,.� �._. <br /> +�3..�:s'' � '`•' ' + . G ! . � f � 3 � j `��,e:;� - �,: <br /> VERIFY FF PRIOR �.. �,. �. . . . . � � � O � �` �� » . , ; , _ � � _. <br /> . � <br /> TO CONTRUCTION ::� � '��`?:?' r�, . . . : �... ��.. ----;� �n .... . .- ti��� / �' �. <br /> _ �.�... �..�.._�� <br /> �.. �._�...� , ....._�,��_..�......�.y__ _,.._�.� <br /> 10'j0"� . ��.F��s�?�o.�.� ���F�M�rc �� � '� � � O8 INSTALL WASHED ROCK BAND AS SHOWN PER DETAIL THIS SHEET. <br /> , ��o . . . S�i �y� • � . . . ' � <br /> . . . 2 . tic � 3� . � � � i �• <br /> ` � ; '� , . .: : : �.. ..� :� .. .� . �. . � �10.--:.;--�:..- � .�. ����.� i �T 0 O 4" PV S 5' FR O <br /> . � . � ` R GA <br /> . . . � <br /> � <br /> . •,� •. . . , . ,. . • . . , _. , , .. ..�G511p60 . . . .' '-.�4',��C���� � � �, ,�_ _...__a...�._._. ... IR�� I �� TI �OM EDGHIOS SHEET. v� <br /> � 9 INSTALL TW C ON SLEEVE <br /> ;,,�;.. . . - � . . �� . . �.��5. .� _ ) I �� . , -���j WITH END CAPS AND 2 X4 MARKER POST PER ETA L T � <br /> . � - f[ <br /> � �,e.�....T..���,..r�„� . � ,' \ t ' � . . � � # . t � � �. . ���II <br /> '�.y�. . '. . . � . ,. . . ... . . <br /> . i . ; � :�'; .�_. . ; '. 9°. .' . . _ � � � . .....,......a». :..v,......�...A,........, . O �/ . <br /> ...: ry � � i ;., <br /> � � " � �� 2 '� � � ��� � �I ��« � 10 BUILD NG ROOF D AI NAGE AND CONNECT�0 E�XIS7 NG�CAT�CH BASIN ' <br /> :. �� � <br /> . y - d � . ., , � . <br /> {� � . �. ,• �. � • t .fC'p,+ �"y-��'�,�:...�""'+.-,..,�... a-....4.,..��`��^ry <br /> �.. . , � , tl, ..��._.. h <br /> . 3 . w. . �. . . <br /> ., . � "� k � �2oya •t� � rJ . . ; � -~�� �,.�, �. 0 ETA <br /> . �� -� � :�._.,�� � .__._.... _.....rv_. .......x. � CLEAN UT D IL THIS <br /> I����� �� � . . �,� , , . . , . : � ,. � ; �� � m f _� ;. F 1%. <br /> � ' �—____- ,� . . .� , . . .. ., , — ._ � �- .. ..�.µ. ..r r�4��.� �p��.���.��,.n� . <br /> , AS SHOWN WITH MINIMUM SLOPE 0 SEE <br /> . ... .. <br /> ;"� Ax � ~�~-� �-._- �-�-- m- - ,�-��--�-��''�f �� � �.,.� � �� SHEET & BACKFILL REQUIREMENTS ON DETAIL SHEETS PLUG LL, <br /> �,�.�_��w�. ,, .� —�� : ., . . � . .� . . f <br /> � ° �� �� W •.' "`. .. � � ' '. � ' . � . � ' F-�'i�"�Tc �'`�r � _ � f .�,_. UNUSED KNOCKOUT FROM REMOVED DRAIN LINE TO EAST. Q <br /> . . . . <br /> �� � ��.�� ;�; :. ...' . . � ..� . � 1 . . . � sT�N y �,ST�N y � , .. .w ,...M.._ ._.. <br /> . i �.,. ` . •� . � �,.' :. . • . • . . ...�.... ._........._. .. . . .,.... . � <br /> ..... . ..,..s-..� ._�_.�.,.». � � � <br /> � :� r �_�,gQ.n..,, � . �7 .. r . _ . . . _ . . ...,. .,_ .......,.__ ._.....,___....,....»_........,,_�_...._, � . <br /> < . �TYP . 4 .... �... <br /> " � ' �'' ' �� � - ��° � � _ _. .,..zY 11 IN PE "A° PERPENDICULAR C A PER WSDOT ST <br /> _ � _. <br /> : � . . , ....� - <br /> ' ! : � + 7 ;�,�p� � . � . 2 . .���` � � � ; � � STALL TY URB R MP D , <br /> O <br /> _� , ., ., c . �.,� -� ` .._�, �. FLOW AR OWS, _�.w... __.._...... ' .._ .,..�__.., .v , � <br /> ; , <br /> ,.,,. . � � � ���-��. . � � " �.._.,.... .. j. �._..e...,�a�.�_. u.._ ' PLANS F-40.15-02. z <br /> � ., . o �. . � .�.� } .y <br /> � , � . x� ` ��� . TYP. _.n.�._.��..,.�,._._L.r_.._,._ <br /> .. <br /> . � + ' '! t � . :.�: . �. , t<';:? � ._,..<,.»_...._.,..a,......._..� .___... . . .' <br /> .. �,M:... . <br /> , , '. . . � r".. �—• , ' . . <br /> _,. j � .I P . . ' • ..�. . ,.. _ ` . '�. , <br /> � � � � # <br /> . . . � _.. <br /> �. � ` ' 1� INSTALL 4" WIDE WHITE PAINT LINE WHERE INDICATED. <br /> , � . . . . � � . . � � <br /> ; � �� ; � . � .�� �. . .. . • , � � � 0,.��� � ,� ��� .__._..__..._._....,_..__ .__...�.. _�__....... .._ _w...._� _.._ ..___.... .... ._._....m.�,.. <br /> 5 ' � � � � _ <br /> � :,. <br /> j ' 8 .�. • ,. • . . � ���r� � _...�..� .__..�._ u.._.. , <br /> � r. <br /> . .. . •� <br /> '1 . . . <br /> � ' <br /> i � i ;r <br /> . � <br /> ,. �� .......e...�..._.� » ,... �, � . . t � <br /> ..«,w.�. .u�....� ..� <br /> , �.� . . . ^•.. . <br /> i <br /> _ i� �. � ___ � . 10 . . 2 � � � � i <br /> , . . . . <br /> . . . <br /> . � � � - ' ��- � 4 � . � ; ._,_._._._ ._...__ M.;_w ,.....�.._.__�..__.....,,.. ����� <br /> , . . . .�....�_...._._._...._...... r_ <br /> , � • � �_ __�._.........�.....�._,..._�._._, <br /> , . . 3 y <br /> _�. . �. � g� �. ,.� . .�.��� Q��. •. � •� .�� �:.� � : ��������� �� �� �j � y+�YT � � � ._........,_. . .._...._.. ..,w � � 3 � . I � . � � . � � . .. � <br /> . <br /> . . <br /> �E � <br /> . <br /> �o <br /> . , . ! <br /> ; <br /> , � -� � � ' � 5 � � � � ,�,�, � <br /> ��, <br /> .. . - t <br /> ,- <br /> . . . . . <br /> . . . . <br /> ; � . .. • � : � ,�,�� � �� ,c,� � ��- <br /> . i . ' z._ ..�...�..,.....«..............e..............Y..,.,:....,a..,�....,,........... . .ry,a,;,� �- - �°` .-�.-Y'y p� - <br /> � �.....� t . <br /> `�' ...W.�......._..__..,s.� . <br /> . :. . g �_r j y� �+ <br /> - .� . . . . t � .� , , � . 3� } ,... , ..«.. , �..;«..,�.._-�..... K..............v_._..., h� �. ,.. ..�,t�,� �� �(, F✓S.✓{�l t�Ft� `5t� �.,,�• ' ���. <br /> - � S <br /> � � <br /> � � �... � � '..0 � r. . . . _ , , . . � T`' j � _,_.,,_. «....».. _.„. . � I'^l�' C�A �'2e *r t?;�,' -\',z��--+:,,�'"i (n j <br /> ` i � � y� ' _ ' . . � � � � t %``/,;�i::;;; :%'r;ftj�J�,r''.';�: � z i� , <br /> : a ` ° . � •..• . :�• ' TC,-572.�A� . �� /r. / . ,/� <br /> - ; 1 , � ' •, ' FL= . • � �� __�.._. e.,., � �` <br /> . . , ••: ` .�.....,�._.._.._�_a_. <br /> , <br /> � . H W <br /> � ; � � • � �o .. �. �.. I 5��.ao . � ra_.�..� T� t, J � _.:�M„_, . .,.. .�...�µ,_ .�__.w.... _...m.w_.._._.... ' Q � <br /> ; � ti _ � n 9 � r; � .'` '• ,.' •' : s ic SS,� F ss,j 0 � .���� �-- •�� ! .�...__�._.... . �___.....�...__. ...,.�� MIN COMPACTED DEPTH HMA CL PG 64- 2 � � � �' <br /> d � ,� .- , �, • ... � �S��O �� �2. � C, > 8 # , 5 3» �/2' 2 <br /> �_...._........ <br /> � # fs,' �� , tij � � • ' •_: • •,�. �..,,$ � ' ' � �Sp Vyw�..� ;--- �1"""� ��`��� ¢ f ' 4" MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE � H w I' <br /> ,. '``� �9 . . �" � _.d._.._ __......_..,....,.__;.,.,.w. � 1 <br /> � � � . ���__:.�...:�..� _.�,� ,�.�..�...�..��,,._._......�.,._� a�..�, ��,�:�.��-�.TC�x--�-.:.�.�.._> �` � : . � , ?� �y,N,� � . �......_ _..�_�.._... � <br /> .�� �,.b,.�. � <br /> , i '�� � �o� ... ��, ��. . ST�N � �,� .-,:� _,_ �., h_ ,.w. v,..m:.:..�.�-y"�v..._�._.�..nr,;.�...__._.„�-- �.�,_ ...�.��� �`_ ���..�.. __..,. . �.N,...., ....v, SUITABLE COMPACTED SUBGRADE PER ONSITE GEOTECH '. <br /> ., <br /> G. � P �. . . <br /> . . . �, . r <br /> . <br /> , .: _ . <br /> :� �. m ,� . �.�..�.�a=. . .� � , o � � <br /> .�. <br /> _.� <br /> � ; �� , �� �.. � � . ��,.�, . � -.�.� � �� � � � ,. <br /> � � <br /> 2 -� <br /> , <br /> . { <br /> -M-�_"� . ... <br /> = { ,- � � ��� ��, �.�� � � ., _.,,.;,,� � a <br /> , � � � , <br /> � '� � ��' � ___ � � , <br /> .. <br /> . .. ,. : . . <br /> , ..� . <br /> ::a ..�-,�.�� ,,..�` s,�_ ,� � �- �"z v�_..,� �:... . . ;- . . 1�1 . . . -��. ...� _�._�,.�.��.���_ -�t, ..�._.�_ � � ��� .._��_ .��._�..r ...._. � � � � x � L� <br /> . . �, <br /> , � . ; � <br /> _w_�,_ .�..�. <br /> � i . �. �.�-�-�` „��.�� 0 �� � , .�. ��.�"�-� � ��� �� ;,-��_�_ ��''-,, �� � ° (� r � '' <br /> �__- :,n.�:.�w��,�_� .�.�.�..��,.,.�..�_...._.�,. _,�..� <br /> I <br /> , ��`�� � `�� _ � .� . _ _,�� ��..�_� �..�' TYPICAL ASPHALT PAVEMENT — CL ► <br /> . �._v..� � s�._�___�-�:._�-_._-�--�--w ��. � � � � <br /> .° ,� . � x ,.�. � .�� -_�� nyw� ._� , <br /> _.�..��� � .N�. �.� <br /> � <br /> �� � <br /> �....-; �"� � �..�..,. w,�,_��.� ��.�.����,.� � ;�, � � __�.,. �� __��_�G...�v.�.�_�; _������� , NO SCALE o ' L�.,I, <br /> � � � � � � <br /> , 4"`M-' .e-r.,,,,,..,.,.s.. F � <br /> , yr�, <br /> r . <br /> .�...�� �,,._.,...�--d Q ��-,-- .�-�~.°"" $ ��`°`'�� '� RIM=571.42 F-I'/S�,y � [� ��...... �............. ..... - � <br /> _ _. �...-,��. _, <br /> '� .,e-Y-- "` '. _ -�-� „ �:..>-'- ,� .r°``"'�-- � i, ,�q: IE=567.12 G � e� Z m O H � �'' . <br /> .�.- � ,� ��'�. <br /> ., <br /> , �".-w--- � ��"� ' ' <br /> , <br /> a.w..�- �,.� �,,�.-,�--,=�--` .,� ,f° ( `*, . ;�.�� >� � � <br /> .�_--� � � � ��" .,}� ��r� �._�._.._...._.....__.._.w .�..u_... �....�_�._.�.__.__..� � <br /> � �� � � � W. <br /> .� :�w.._ :�_� __�._,. �..�;� �- � <br /> r � <br /> � , � <br /> �. <br /> � -� � �� ��- - � <br /> :w_ F---� <br /> ��' �' , �� �..�> �� N � � ..� Q �—�+ �, <br /> �� , i'`� "� ��` _ , .;.., � <br /> � ��`� - � <br /> � <br /> . � _� au.� �����..���� � _� ����__�{ _ :: _.ww�_. .�.._ . <br /> .�. .��..� �.�_�. ���_�, � �u � <br /> w _�.��� �.�. �� .�� . _ _..�.. <br /> , <br /> �`"��"`�m���`�'��`�_`_""�"`��"�`�� "�; y � MATCHED BROOM FINISHED PORTLAND � �^ <br /> "_. �--_--�-----�.. s ��.�..��,., W���.��.,..���. K..�._.....�� �.��.�..__..._.,.�.a.�.. <br /> _ ,-�:�-, � `LS s �,� r..---_-���..__...w�. V <br /> �� €e,.e�,�__.. �`:��� -�,,� �_�,..� 1,,.-�,�' " }t �� <br /> �w'tl�0�mraMYY���kµ��LW` � `� �""�� �A� EXISTING GRADE CEMENT CONCRETE CLASS � <br /> { ; 2�-0" 3000 COLLAR � Q � <br /> � DIAMETER <br /> HARDSCAPE SURFACE kA�sE� PATTERN , � , , O � � , <br /> . . . CLEAN BACKFILL AS REQUIRED. TO BE MANUFACTURER. � '.' �o" �" I <br /> ' ` ` ° a � � SET IN 6" LIFTS. REFER TO " ' <br /> Y2"--11"-- THE WORD g <br /> ��j�!j j j=;E � ='"-)j` SPECIFICATIONS FOR SPECIFIC MATERIAL "STORM" SHA�L s%a" 5��� <br /> _ BE EMBOSSED W �2� � <br /> �, —i i I—I!i � I I__I I► AND COMPACTION REQUIREMENTS. THE`covE�. I-- <br /> w '=111�i I I I—I 11- ' , - „ � , � . <br /> ¢ �(����` ���= �❑ 12'� 6 ALL � 4�, <br /> � �I I I=I� ��❑ FIBER JOINT AROUND S H E ET TITLE: <br /> - , _ � ij—��� �j� WSTALL UNDERGROUND UTILITY LINE �� ❑ � �' /� ' <br /> ,. - w � ,11=1! '' MARKING TAPE `' ��� °�; �„ PAc(iNc �",, �Y4' 2�„ CIVIL IMPROVEMENT PLA <br /> o Q iIII � 45' 7�) BEND 7%4 N <br /> z � ,i��� 8 <br /> ;,a. � o �� ', <br /> _ �„ ,;. 12" , <br /> � �� � � � 4" SCH 40 SLEEVE (TYP.) 3' MIN. <br /> ' PVC EDGING STR1P CAST IRON RING & COVER <br /> . . , RAISE-Y2" <br /> CLEAN SAND — 3" MIN. DEPTH wIDE BOR�ER NOTES ! <br /> :o:� . � :�o:�.��: <br /> p WASHED ROCK FINISH GRADE 2. PIIPE DAMETER ASRS OWN 'PERI PLAN. <br /> .. - a - <br /> � 6° . `Z � 2" CLEAN-OUT I N PAVED & LAN DSCAPE AREAS DATE: 04 f 08/16 <br /> _ �,, w '_"_—' o � �� �3" EMBED DEPTH <br /> � t� � ��t..��.--._.� �� _._.���---o� _,... t �3_.__ � <br /> I,.�.�III--iI.�l.:I��IiI,;,II.��.;III;;;I���,;,��;;,IIl;�II 1lI�-I.�. I �� NO SCALE )OB RIO. : 14008 <br /> � �(�I��11._�-= _�I,---I�!---��I_ , <br /> � � � � I i I�-I!���I I{--1 I � --I ��-�I f=1 I�= � � � � � <br /> m 1.�=.�I�—��-_I�==T�-:;I i�; I I= 1 I i =--I� _=1_ <br /> NOTES: ���� ���`�"L � ��� ���'� ONE INCH AT FULL SCALE. <br /> 1. ALL SLEEVES TO BE 4 INCH PVC. SCH. 40. �)���= ' WEED BARRIER ' <br /> , - � IF IVOT, SCALE ACCORDINGLY ' � <br /> 2. ALL SLEEVES TO RUN A MIN. OF 5 FEET BEYOND HARDSCAPE EDGES. EXISTING SUBGRADE SHEET: <br /> WASHED f-�OC�C AT FOUNDATION ca�� <br /> � IRRIGATION SLEEVING � NOT To scA�E 1�1 O RT H 2 Bus�NEss oAYs <br /> BEFORE 1'OU DIG � <br /> � NOT TO SCA�E FOR UTILITY LOCATE <br /> o �0 20 40 1-800-424-5555 ' <br /> _ Y . � SHEET 6 0F 95 ' <br /> � � . <br />