Permit#: PW18a8-020
<br /> Site Address: 812 35TH ST �
<br /> Owner: RUCKER HILL DEVELOPMENT LLC
<br /> App. Date: 8/8/Z018
<br /> Descriptian: GRAQING ANQ TEMPORARY RECYCLED
<br /> CQNCRETE QRIVEWAY
<br /> �v� �,��, ,�� �/�, ,�s�ca ��9 �.z��rs, �.��o, �.n�o
<br /> �I�'Y ��' EVE.I�E'T7', ��.,��IIYGT(��' A€�PROV�D
<br /> �'UBLI WORKS D� AR �N7'
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<br /> �Y Reviewed 8y: � � Date: ��� l�
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<br /> D��� �OfFice Set �ob Site Set Fire/Planning Set '
<br /> CITY OF EVERETT REVIEWED FOR PE�MIT
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<br /> P�rrnii ;zrvices
<br /> SDMH RIM 25�.03 � � � �
<br /> IF g° N 253. � SMH RIM 256.3� ( , � ���� � � �`
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<br /> � � / p�? 2 IE 8" 248.85 '� �� � �„ ,
<br /> II�ILET RIM 257.75 �/ �"�`' � �F �3,� S 252.35 �yi� r �i�-
<br /> SOIL TEST PITLOGS.• S�IL AMEND�l�'N7'N07'�'S: i��i�r T RI M �5a.�o � \ �., � � ��,���, '�
<br /> IE 8" N 2�0.9. u
<br /> CO RIM 259..�0 INI =T BTPA 2572� �`� �` °/ � �- �/ ,+ �
<br /> T E S T P I T 1 (T P�1) 1. P J R T 7V E TO? S O/ls SN A L L 8 E ST R IPPc� A N� S T O C K P IL E N U 1 R S 1 T E �t S T U R B A Nr q�=,q T O B E \ `� � �,, ���, �� _ , ,,.�} � �{,�',j �"��� �
<br /> REAPPLIFQ DURING FINA� STA8ILIZATION. '\ � �X. �4'�� VY,�TFR iL�AlIV �� `D ��''/ `_ � 1 � � �� p yt"�(,�(" �" �
<br /> 0°-12": TOP SDIL - - i , W �,� , r���_aW _ o , �<_ /
<br /> \ r- \n! W � e ' W � `i'J c a � � ��"� ��/ /��/., /,'. / i//y / / � i`�/// ���' {,,r
<br /> 12'_48": LIGNT BROWN LOOSE TO MEI?IUM-DENSE SLIGNTLY SlLTY F1NE SAND ?. FiJL� �FSCRIPTION OF SOIL �MEN�MFNT OPTrOrlS ArlD aROCE�URES CAN BE rOUND IN TNE A,��ENDIX - - � ���� y� ` � ���'
<br /> 48"-1�8': �IGHT GRAY MEDIUM-DENSE SLIGHT�Y SILn FINE SAND (A�l�ANCE OUTWASN) oF 7xc F��L STORM�YaTER SITF �LAN �Jr7�11NaGF Rc?ORT. �` �a� ��` ���� "� '�r �� � ` "` "-"`- '� -'`\ � � � \
<br /> >108": TEST PIT TEMINtATED ,AT 9.Q FEET . ���� ZgO��_W,-R 35I� ���EE� I �\�, � �_ . INSTA�L CATCN E3AStN �
<br /> 3. RECci?TS FOr? AtL TOP SOIL AN�J/OR COM?OST IM?ORTcD INTD THE SITc FOR SOlL AMENOMENT SNALL � � �---- � SE�lMcNT INS�r?TS !' I /
<br /> HE Rc!'AINED AND �ROVIDED TO T'r1E ENGIAl�cR OR RECOR� U?ON COMPLETfON OF ?R�J�CT FOR FINAL � W � � �W �� ,�, {,�; 1h �y,,.+ �.��"`'� fi1 �,/ / /
<br /> TEST PtT 2 (TP-2) ' ' t � r�� Y _ �A .,7��' , �i� w ` � -, ,,/ <- .i,v� , v ,, /�/////////'/,%%///////////////////////r
<br /> SO1L AMEND�AENT VFRlFICATfON tEI7ER. , , �, '"1 "`� �y ,, �i i/ '�'�,'�/�'� � �',�''1. '/ /.� g _ -- _
<br /> 0"-12": TOP SOIL i �j , ��� i/r �� i � ,�i , ,,, �' ','' �. ��i,'� � ir. �, ;�1,, i� :�i� ,i� /1.� X ' � 'ii�, - , , , � - , - - - - - , .
<br /> 12"-36": LIGHT BROWN LOOSF TO MEDIUM-DENSE SLIGHTLY S1Ln FINE SAND � � ; F SF SF SF -�•"3r-= �-�`�-�^� , '2 'n �� -�� - S1�6����--�`f-3 5--�-�� 1 �- ' - �" - - - _
<br /> 3. SOD SNALE gc FREc OF WEE�JS, OF U�JIFORM THICKNcSS (A?PROXIM�TELY 1" TNICK), A�lD SHALL NAVE � .. � _
<br /> � � 4'V � �-, 3 . TF�MAIN" � n __-- __ - ���=- -� � P�, �o(�'__ ,`-� _ � 260=
<br /> 36"-96": LIGNT GRAY DENSE FINE SAND (AD�ANCE OUTWASH) A DEAlSE ROOT MAT FOR McCttaNICAL STRcNGTH. � f a ��` '���' - --�� �_______-.�,�7r -�,� _ -- ___
<br /> i y o EX. NY�r�ANT I ,
<br /> >96°: TEST PIT TEMINIATE� ,�T 8.Q FEET ' �� m "'- ,�_ T ,� , ' -"' +`" ' --[-�=;�- =�3'�:33-�C 454.�t2' P - - - ^ - - - .
<br /> TNE FOLLQWING S7EPS ARE RECOPA�4IENDE� FOR SOD 1PISTALIATION: - - -- � �i / _ .� a��� / ! i ,! D _ '� /- � �>-- _ - _ - '� - - - - - - .�..
<br /> -' -- -_. � ���
<br /> r / _
<br /> $ ' - -_. �- ' � \ � � � _ --f--- -__ �! � _ - - -�
<br /> TFST PIT 3 �TP=�3� A: SNAPc A�`!� SMOOTH TNE SURFaCE TO FlNAL GR4d= IN ACCOR�JANGE WITN THc APPROVE�J GRADING � -- -- - --- ��' i ���F���� •- �- - ' < -� ---�- _ _--- - - _ '
<br /> 0°-12": TOP SOIL PG1N. / , �� � � � �,�r., � �"� --,� --�- - -T;T- �- ���� � SCALE: 1" = 3a' _
<br /> ,.� Q � _ , , �,�,����
<br /> 12°-0"6': LIGHT BROWN LOOSE TO MEDIU�4!-DEPISE SILTY FINE SAND f ,,,, ��5� � , � TEti}PpRqr?'r - � '� ,' .�2`�� ; �- � � ' T� � �,'�"�"'•�`�"�"'+�
<br /> 8: AMcND 2" (MlNIMUPd} OF WEL�-ROTTE�J COMP�ST INTO THc TOP 6" Of THE SOIL IF iHE ORr,�p��C � _,., .`_
<br /> 66"-120": LIGHT GRAY DENSE SLIGHTLY SILTY FINE SAND (ADyANCE OUTWASH) QAISTRUC IOI�` ^�, , 2��� - - -- .
<br /> CONTENT OF T'rlE SOIt IS LE5S TNEA! 10�. CO,b9POST UScD SNQULD MEET FrpLOGY ?U9t ICRTION 98-33 ,` � � ..�, v ..� � a � �. , 1 ' � .� - --. ---__
<br /> >120°: TEST Pii' TEMINIATED AT 10.0 FEEf sP_c��icanor�s FOR c i ' � -' `� - ����l7RA�� �
<br /> RADE q qUALiiY COMPOSL T'rlc COMPOST SHALL FIr�ST COMc FROM THE EXISTING J ,26 � ,. , - � i � �-� ,� 270-� a 30 60
<br /> �U�F [AYER OF FHE CLc�RE� �REAS. fF THE AMOUNT 0� cX1STING OUFF L7YcR IS INSUFF1CIcN7 TO McET � > ( � � Z ; TP�S �-.� � ` �)� 4a.-, , � � � ! �'
<br /> TcST PIT 4 �TP=�4) ALL COMPOS�ING NEcDS, T'rlc' COMPUST SHAt L f3E IMPORTc�J AN�J McE7 T'rIF ECQLOGY PU9LICATION 98-38 � < _ ^ � -� z_ � -� 'L �, � � � �'� \� - -TP�S_
<br /> 0"-12": TOP SOfL S�ECIFICAT10NS. � � - - - - - - - ;q ,� ;,. � �` -- . � � - - _ �
<br /> t2"-36': BROWN LOOSE TO MEDIUM-DENSE SILTY FINE SAND � � r , ��4' �. �� �2, � ---- --;'�.� -� � _ � �# - - HORIZC]NTAL DATUM; NCJRTN Ol°06'23"
<br /> C: FERTtLIZE ACCOR�ING TO T'rlE SUPPLIER'S REC0�4iMENDATIONS. DISTURSED AREAS W17HW 200' Or NlA7FR / ` ��� ��-.��\ � ,� . � � 1 � r
<br /> 36°-96": LIGNT BROWN DENSE SLtGHTLY SILTY FINE SAND (AD�ANeE OUTWASH) 80DlcS AN� WEf�NDS MUST' USE n NON-?HOSPHORUS FFRTIL1ZcR. i > _ � � � �' - '' E A S T A L�N G T H E M L7 N U M�N T E D
<br /> �P E . 7REE`� ,�� - -- - CENTERLINE OF �EDERAL AVE,
<br /> >96": TEST PIT TEMINIATED AT 8.0 FEET I �64 � � (�` - �, ,, ;� 2 6 � �.
<br /> /� � TEMPORARY SEDIME TfL4P � ,
<br /> D: 6YORK LWE AND �fRALIZ=R 1" TO 2" INTO T'rIF SDIL, AN� ShiQQT'rl T'riE SURFACc. , / $ D�IVE Y � .,,J �
<br /> f ' _ ��� AR� �'V� y��IB�)� � � CANOPY � �
<br /> TEST PIT 5 (TP�S) i .- � �,.� 4$'x26' TOP PON��Vr � ��4 , / - _ _ f
<br /> E: �f STRI?S OF SOQ BFGINNING AT TNF LOWEST ARf TO B£ SOD�_D ANQ PERPENDICULAR TO 7N= � -� �` �'��`� '' f� ':�----- � 268 � � -, - U E R T I�r�L �f�T�..�P"�+ N A V D 19 8 8
<br /> 0"-12": TOP SOIL i , s � . e ��,
<br /> �IRcCTlON OF WAtER FLOW. WEDGE STRI?S SECURELY WTO ?LACF, S�UAR= THE ENDS OF 11CH STRIP TO / � �\ '� �/
<br /> 12"-48": LIGNT BROWN LOO.SE TO r�rtEDIUM-DENSE SILTY FtNE SAND i _ -- 266 � � �•� � I '' � • ;,�. � .f��� � .
<br /> Pft�VIDE FOR A CL�SE, TI,ryT F!L STAGGER JOINTS AT L�ST 12'. STA?Lc ON THc S I pp FS STc_P ER T'rG1P! / � _ _ � _ ` ._ _ - ---- � I } + / ' �..�;�,� \ � \ ` ` ��,F, � � / � �F _ / o � .� 1 2 B G E 0 7 D P E R ❑P U S S�L U T I Cl N
<br /> 48°-102": !IGNT GRAY DENSE SCIGHTLY FINE TO MEDItJM SANO (AD�ANCE OU7YYASH) 3H:t v. � � l / �`� � �J __. _ -�. \ .�� � � l - r`_ . �„ ` � '� �
<br /> >102": TEST PIT TEMINIATED AT $.5 FEET � ° ( '- ��� � � '� � � ' + ' 270 � ,,�vT 2 �� � ` =� ,
<br /> F. RO« TN_ S��J�c� AR� AND IRRIGATE � r- I / N 1 ' � � _ I���� �, � / � -- � �� ,/ � �
<br /> � � /- / � O �I
<br /> TcST PIT o TP-6) � - � / ! � � � _ __ �� � �I �-fI��ET,RIti11"?76.88 -'� - -� � � �' � U
<br /> � G. WNEN SODDtNG IS CARRIED OU7 IP!A!TERNATION STr?1PS OR OTHcR ?A7TFRPIS, SFF� THE ARc>tS I 1 / (� I l 1 2 � � �'' ° 2�2 N � �
<br /> 0"-8": TOP SOIL BETYYcEN TNE SOD It�IMEDLAtEL'(AF1=R SODDWG. i� �6$ / � = �J ~ � \ / �r ��r.J ' \ O �
<br /> 8"-42": Br20WN l0 LIGHT BROWN LOOSE TO McDIUM-DENSE SLIGHTLY SILTY FINE SAND _ I _ --�� � I�� �,\�„ �,, f � � �` - _ ___ _ � (TBR) � _ ��n� a \ � �
<br /> 42" 90°: UGNT GR4Y DENSE FINE T� MEDIUM SAND (A�1/ANCE OUTWASN) .- � ; I , � ^ �t�'' �� -� �����T
<br /> >90": TEST PIT TEMINIATED AT 8.0 FEET a��IL��'.N��EN��i�'�I.�'N� � _--- - � � � � ;����,;- ' � � -` � ` � � ���� ��74 � ��� `" ,� ,' r l�
<br /> �, � � � f j � �\ � - - - �, � �r o� rr
<br /> � UNDISTUR9ED SOIL � � C , �,/ � � ! / � `� � � � � ,� � � _ -� = -- �� - .-��t-�� �J - - - N , � --'�-- - R1GNT-OF-4YAY CENTER L(NE
<br /> F � �� � /2 � �` � ; �? � �� 2�n 276 ° -f i� ,j �� r, PROPERIY LINE
<br /> � AM_NDc� SOILS I 70 � , { �. =�. „ � _ , " ��� - - - - �} `�o �, o .,.�.,...� � ..._
<br /> ��� � z�,� I o � �� Q � j _ _- __���- - - - t- �� �--- RlGNT OF WAY
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<br /> � �- ���i i � � �� �"' �'���' ° °l I. - � r` � ; rl�t �_r+iC= - - EXISTI NG LOT UNES
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<br /> '� �� J � .�+ �k j ' � `; i _ � -- '� ��`� Q 27 � � ,l� � f.�' "� - - � � �` , ❑NP EXtSTING PONER (AERIAL)
<br /> � �
<br /> �' 11��' T 1� � - �•� 27 � �� ,• �� � , � � � � ` �� / � _ � � ' ' �`� � � °�` - - � -� � `.�� � � � SS --�-- EXISTING SAP1tTARY SEWER
<br /> �� k/ STORM �RAIN
<br /> 3` D N TR14 C �C �� � � � � � � � ��''o, � - 2so � :�.. �,� �� , ,.�t , �. � ^ ,
<br /> r ,�� �� � { � � � HOU�E �--SD �- EXISTING
<br /> 2-YcAR PEAK RUNOFF �?AT� = 0.57� CFS. � � - � � -_ �j. �- � TP 1 j.�'� �� � '� _ � � ` �� \ - - - -- - - F;{ISTING CONTOUr2S
<br /> FS FACTOR OF SA�ETY = 2 % ` ��r ' � 2 ,�� "' � t �";�'� 1-� �. �+ - � _ � j4 `� \
<br /> ( ) 1 I o , � _ _ 2$2 r:_ � , � / / / / . FX. EDGE OF PAVEMENT
<br /> / a 'r �� -� ( `� ,�� 1 � `''�, � - j- S ,�' Cl.EAr?ING � j (�-- EXISTING CATCH BASIN (CB)
<br /> �/s (SETrLING VE�OCtTY) = 0.00096 Ff/S=C. %/-�fl� %�a a ? , j � � � �,� � � q`'` ,% „ J '�_ \ � `� 'Ti7/lT/, TTlTT/lT,�l%/7�� , \
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<br /> 411 S
<br /> � �,. � '" ,' �, � / � �� . 4 ?- 284 � � �" � � J��' i i� Q EXISTING STORM MANHOLE (SDMl�')
<br /> �Ur?�ACE �REA RE�UIRE� = 1,198 Sr. W � , �� � 0 1- %� � ' �
<br /> DESIGNED SURFACc AR_F�1 = 1,248 SF. _ `'�� , � � Q� 0 4'�`x 3 _�,� ' / ���, ' o � �J � � o Ia ' I % X EX. HOUSE �812 � T��� � t � �
<br /> O EXISTING SEWER MANHOLE SSMN
<br /> � �� �
<br /> SPILtWAY 262.0 �` ; i ��� � / / /� � ,� � 286' � � , ��� TO RE��lAI�! �[F1 \�,/� � EX. FIRc NYDR4NT
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<br /> .� � i � J / /�- � yy�'" , \ � a G, ,�/ ;/i////�///////i,; \ � F� EX. WATER �uETER
<br /> f�E = 257.5 � �` � � � � � � � ' _�X° C4NC-Q � � - " .
<br /> ( , �� �� ` ° � ` _ ,_ � � �:-
<br /> k �, �� `��--� � -C,��- EX. POWER POLc
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<br /> � / � �6 �� t � -- - / �, 7`.1-. � �, s�� \I � .c�B �2t�U '��-. ';�' � ,�/, � � � � � �, .° EXISTING C�NCRETE
<br /> / � I �> , Y � _ �� � �- � , ' ,� /` .�4 � � I "� `�\/� ;v
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<br /> REMOVE r�ORTtON� ./ . �,� y: ' � i�llT/- / ° � � % i- o %%/////////�`
<br /> � �i �
<br /> OF EXISTING WATER � � g� � �' � `� l� � � � �� �� � .GR � � � � � �° � j � i � � J� `°1 �
<br /> ACCESS ROAD �'�`.. �� � i �;; � ���X i " � Q ,/G//i/, � ' _-�---- �� �i�- �
<br /> SUR�ACE AREA �cTEr2MINE� � ; ��� - � � f , ' �^
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<br /> '� �`r ` �\ '\ `�� � " � `1 Fj cX. '�NC. W�LL _ _.- _ � \ `' �'r�, XXX
<br /> � 1' MlN. OVERFLOW � � ` � �, . \�,,-. � � " : _ ` � ���C I a PRO�OSE� C�NTOUR LINc
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<br /> �` � '� rx� � \ i i � � ,� �» _
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<br /> ' , � zs f / � �=- '"_ , � � -� ` I' /Tl/Tl/lT/i \ t 1,- �r� CLEARING
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<br /> ' --} ° T � ` . ��YA!�S � r,-HCUSE � � � ° S 87'35'57" MU �fULCN 3%R STRAW MA7TING
<br /> G � � � I l , c? �! Y�f � i � N .
<br /> �?'���` �a � ��� ` ` � ' , ' �� VEG PRESEr?VE NATIVE VEGEI'ATIOIV
<br /> yT 3.5-5' � �, f, `�a ° __� � , �. ,� �ti � \ \ � �4" , 'y
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<br /> fJaSNED GtLaVEL r?IPRAP r. /�a ;� � \ � � \ \ � � � �`� i`m�.- 4�-,� r�� f \ TE,tilPORARY CO�JSTRUCTION cNTRANCE
<br /> 2" TO 4" ROCX � ( /a ?fl TP�?� ' � �\ � � ` '� � ✓vv�- ` �
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<br /> �OTHO�ING TNc UTICtTIE.� �N� SURVcY1NG THF NOr?!_70NTAL AIVD VEr?TICAL LOCATION Pr�IOR '' ''�` °J �I�'� �F EVE�E�"I' �1�
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<br /> ARE SUBJcCT TO I�ARIAT(ON. 1F GONFI�CTS SNOUI� OCCUR, TN= CONTRACT�R SNALL
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