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<br /> NW 1/4, NW 1/�, S�'C.6, T 28N., R.SE'., W.M. , :
<br /> , CITY OFEV�'R�'TT, SNOHOMISH COUNTY, WA , . � , ,
<br /> ' . / / , , . ' ��.�;��;���,��;��`i��`%i,��`i,i;��; , z �
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<br /> : / Pp�IP�( � � '`�� � � H K %�
<br /> STEEL POSTS � �
<br /> � � �1NG R� FILTER FABRIC MATERIAL 6' O.C. ' � � °' N�-- � z -
<br /> � �X�S 'Y , � �I o �
<br /> � , , , �, � � \\=--i�� �
<br /> 8"THICK MtN. ; ,'^',"►;+'',:'',�:��' M R = 10'MIN �' Z . ---
<br /> ,� '+ ., '4�.,, �.�''r���y �, ( V � BACKFILL AND � N
<br /> �;•, ,,' ',' •'��i:.,���!',;•„'J,t,r•tti�r;� �k,; R �I x�i � ', COMPACTED , o G
<br /> ,,�', ;: ` � ��,. ,�, ,�.„��,,,, WORK ZONE �
<br /> r'': �' ;; 4"-8" QUARRY SPALLS I �� ( :r , C
<br /> ,r' ;+;�,�..�,;4 1 i:���'�r�1•� , X� V.J _
<br /> . , ,,r ',?; ,;y;,",,, ;��,�;;; .�, • c.� I �i W FLO�y ,
<br /> ,1 ' � �;� .i ;+�,;,�" ��rr, , � . . � � • � —� _ . � . . : �'' � ,,Q • . � � ' � . . . � � � ' - � . �: � � � .
<br /> � . . . . � . . . ��� JO L� •1• •��,f i����11��•���+i!' �i5.'' - . . . I 'x� � . ' . . . ��`. �, ' . . . . � . .. . ' : . . .
<br /> �FQv��'� •� '°�;�:' '';'' 'A.'w � � I 2' MfN. • F\�� � ;�� , � .
<br /> '•'� EXISTING NEWI.Y �RADED OR� E
<br /> . , F�J �5'M�N GRADE ' x ,,� �� DISTURBED SIDE SLOPE �, � ' . p .
<br /> . / � � `�' � -
<br /> PLACE GEOTEXTILE 8N . • 'q .
<br /> FABRIC BENEATH ROCK i/i=iii—i/i—i/i=iii—iii= ?� �
<br /> � 2.5' � .
<br /> ' CONSTR UCTION ENTRANCE � . FILTER FABRIC FENCE DETAIL � `
<br /> TEMPORARY AO ROMAC, FORD, AND MUELLER SERVICE SADDLE WITH C.C: TO BE USED ON,.ALL MAINS 3" DIA. AND LARGER,
<br /> C�G�
<br /> NOT TO SCALE LARGER, INCLUDING A.C.. MAINS..
<br /> �. � TYPICAL SL�'TBACKDETAIL.` ' . ' : (SEE STD DWG 205A) O CORPORATION STOP:
<br /> ' 3/4"-FORD F600 CC,
<br /> NOT TO SCALE . � OR APPROVED EQUAL.
<br /> (SEE STD DWG 208) NOT TD SCALE
<br /> �C FORD SERIES LAO (1/8 BEND) OR LO (1/4 BEND) FITTING FOR FLARE x FLARE COPPER.
<br /> , NOTE: PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8
<br /> , � _ , BENDS PER ABOVE. .
<br /> � , DO USE MUELLER, H-15073 INSTA TITE FITTING FOR IPS-PE PLASTIC PIPE X FEMALE COPPER FLARE THREAD.
<br /> � . CUR9 � . . , � .
<br /> - � OPENIN� ' = OE 1" WATER SERVICE LINE SHALL BE EITHER POLYETHYLENE OR COPPER TUBING.
<br /> 1" REBAR FOR BAG ' IN�LOW FROM ' * POLYETHYLENE TUBING SHALL BE 1" IRON PIPE SIZE (IPS)-ID AS7M D2239-SIDR7 (PE3408). �
<br /> REMOVAL FROM INLET FOAM _ ROOF DRAIN POL�ET MEET TH�' REQUIREMENTS OF AWWA C901. . .
<br /> . , 2. BE HIGH MOLECULAR MASS WITH AT LEAST 200 PSI RATiNG.
<br /> DUMP STRAP . . W 3. HAVE A #10 COPPER TRACE WIRE WRAPPED ALONG ITS ENTIRE LENGTH (ONE WRAP PER FT).
<br /> 2 EACH � PUMP WITH j � WITH ONE END WRAFPED ONE AROUND THE SADDLE BOLT AND SECURED BETWEEN 2 NUTS.
<br /> DUMP STRAPS � SOLID LID � �_ o THE OTHER END WILL BE EXPOSED IN THE METER BOX.
<br /> FOAM � 4�_��� � . _
<br /> , , ��---------------i� ,_ . * COPPER SHALL BE 1" TYPE "K" COPPER TUBING. :
<br /> � � ",, ALL TUBING SHALL MEET THE APPUCABLE ASTM, IAPMO AND AWWA STANDARDS.
<br /> EXPANSION RESTRAINT • � '� ; � 5� MIN O USE 1/4 OR 1/8 BEND� BRASS ST BEND WITH MUELLER H-15426 1NSTA TITE FITTING FOR IPS-PE PLASTIC PIPE X
<br /> DUMP STRAP (1/4" NYLON ROPE, ' ' , �
<br /> � OVERFLOW\ MALE IRON PIPE THREAD.'
<br /> 2" FLAT WASHERS)
<br /> SILTSACK i � , " ` G 1" METER SETTER SHAL�L BE "A.Y. MCDONALD" 62-2f2WWDD33-15 OR APPROVED EQUAL '
<br /> , i � _ \� /,� ,
<br /> � ' H METERS SHALL BE INSTALLED BY CITY WATER DIVlSION AT OWNERS EXPENSE.
<br /> DEPTH=D BAG DETAIL ' � ; ���-/�//%/\\ o , o ` , � /�/�/ , I METER BOX SHALL BE: "CARSON/BROOKS'� #1419-12-6B WITH CAST IRON READER LID (PLASTIC),
<br /> i �
<br /> Zp%M� '/�//� ��/ t�,'k;'r��i���;'i•" '+lt,�1►t�'y y"`: j/�y�%\///�%\�/�\�/\Y�� • OR BROOKS' #37T (CONCRETE).:. .
<br /> ti ���+. , ° ° O
<br /> �/; ��,\\, ,�,,; � ,,�,�.��;a,,��t��,•,����, �,\��\ ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT WATER
<br /> ':\�/������\ �•,5� , �ti���' �,��4a��".a?+�,��d•,•tiw�'�,r�`� �\i COMPACTED BACKFILL ° ° 1 MIN DIVISION AT THE DEVELOPERS OR CONTRAGTORS EXPENSE.
<br /> �FtiG�T,S,\ �!�1�.� �;�" '+'�,�"'`�;'x�K'�"i'��"; i •,r i o o TO TRENCH � �OW FROM O PLACE SA WDUST 1N METER BOX AROUND PIPE 70 TOP OF METER TO PREVENT FREEZING,
<br /> : �� � a ° r.._ ROOF DRAIN
<br /> � ° � CLEAN (< 5,� FINES) ° °
<br /> ; a , �3�4•-� 1/2"WASHED ROCK) ° o ,� M�N 1 " METERED WA TER SERVICE
<br /> °� o o - NOT TO SCALE
<br /> ' �: <, 1.0' Q° � a a M � O O
<br /> c L, 4 < , Q (CITY OF E�ERETT STANDARD #502-C) •
<br /> ; �, �� �« � LAID FlATRW/ HOLES I UP. o o FINE MESH
<br /> � � . LI' � c� ���.. - . . ' . . . . . , . . , . . . .
<br /> . . ��<� 4 � � CI I . � . . . � . ' � � . ' . . . . . - . �' � . � . � � : . .
<br /> " p � a SCREEN
<br /> . � � . . �`\� . . . , . . � . . � d � � � � . . . . . , . . . , . . � .
<br /> � . . . 4 `� .4 � 4 GI.,. �� v . qL' . . 1 , �Q . 4 . � � . . . . , . ' . . � . . �
<br /> .<�. �<i � �'
<br /> . .' . n .' . ; . .
<br /> . � �� �, YARD DRAIN DETAIL
<br /> �� � - - - ----�-- o o �
<br /> . <,�a. - . � . . LI � � . . . . . . . � . . . . � . . � . .
<br /> ���, � � NOT TO SCALE . , . -
<br /> , �<, r - L,, - WR,4P TR�NCH ENTlRELY o 0
<br /> ' - , ' " 4"-6" PVC PERF. PIPE WITH FILTER FABRIC 31.5" o o '
<br /> OBSERVATION WELL WITH , �
<br /> RUBBER GASKETED PVC CAP ° ° �
<br /> SECTION „�,_Y�� .. o o � � , srnr� :
<br /> . FAWLY OVi
<br /> CATCHBASININSER�:� Y � � Y �. . � � �
<br /> NOT TO SCALE NOTES; i o o v
<br /> � 1.) i�-iIS TRENCH SHALL BE CONSTRUCTED SO AS TO F��Z�VENT "
<br /> POINT DISCHARGE AND/OR EROSION. , � �
<br /> 2.) TRENCH AND GRADE MUST BE LEVEL AUGN TO o o , � v�
<br /> FOLLOW CONTOURS OF SITE. o o ' � �
<br /> . o 0 4"-6" PERFORATED PIPE
<br /> LAID FLAT/LEVEL 3 � 1"'OR LARGER
<br /> . DOMESTIC WATER
<br /> 0 o SERVICE METER
<br /> • _ ' � . �
<br /> PVC END CAP OR PLUG , ,
<br /> � . • . -SID ALK
<br /> . ; ;
<br /> OBSERVATION WELL �
<br /> � I INFILTRATION TRENCH DETAIL
<br /> w Nt7T TO SCALE
<br /> z 60' R/W �y � W �
<br /> J
<br /> � I � ' SINGLE FAMILY OR DUPLEX�STRUCTURES TAHT AREA REQUIRED 'TO HAVf A FIRE SPRINKLER SYSTEM
<br /> z I 3 MAY USE A 51NGLE DOMESTIC WATER METER (SEE STD DWG 502C) THE SIZE OF 7HE SERVICE METER ` �
<br /> �I SHALL BE CALCULATED BY THE C1VIL ENGINEER OR FIRE SPRINKLER DESIGNER AND IS SOLELY
<br /> W 22' MIN ASPHALT SURFACE I� - '
<br /> >- � � ' RESPONSIBLE FOR THESE CALCULATIONS AND IS NOT TFfE AUTHORITY HAVING JURISDICTION. THE
<br /> � , � � � � Q � Q FIRE SERVICE SIDE OF THE SYSTEM MUST HAVE A STATE APPROVED B,4CKFLOW PREVENTION DEVISE.
<br /> � 21 4' S� �T- 17' 4 9 � Z Z .
<br /> � � �
<br /> � \ IZ m m , `
<br /> � � �
<br /> 2' � MqX SEE NOTE 1 s=2.00� �' s -- 2.00%� � � . RESIDENTIAL FIRE SPRINKLER SYSTEM DETAIL
<br /> ( � � ( � 24 ESS E MENT
<br /> TO SCAL
<br /> '� ���i��i�/ ; . ,; ;, , ,, ,, , , ,; ; , ° : ,:; ;; :' , . ..�: ���/����/� �� '', W . �, E 524
<br /> ' AC�; ASE � EVERETT STD DWG
<br /> �\�//\�� o 0 oU o . l J ..VoV : ov �'oU U l�J . v �'r�V oU "oU �'oU� �'oV oV o � ///�/ �i N 5 M I N 5 M I N � NO T .
<br /> � � \��� 9-�- � SWALE , , SWACE
<br /> SEE NOTE 2 \�/��\��\��\��\��\���\� \��\ \� \��\���\��\���\���\��\���\���\����\���\���\��\���\����\����\��\\���\\��\���\\�\\�\\��\\���\\�\\�;\\�\\i���/ c� � � v , .
<br /> \//�//\//\//\//\// \ \// \//��/��/��/��/��/i�/i�/��/ �/ �/ �/ �/ �/..�/��i.,�/i�//�/ �/ �✓.��/���,/ v
<br /> _ \��\��\��\�� �� .� . /� �\���\�j�\i�\\,����` ����\��������\/�/ �,/��,/,�/ Q v , . .
<br /> 3 CLASS 8 ASPHALT ; a
<br /> � : 4" MIN CRUSHED SURFACING TOP COURSE . ?' � MqX S = 2� �...-- 'S = 0�00% _ + =� : , : '
<br /> . 4"MIN GRANULAR SUB-BASE COURSE ~� 2.1 MAX '
<br /> '' iV'�'j�A//�A � V�/���/� i�
<br /> SUITABLE NATIVE OR FILL MATERIAL �//j\\\ o.... � '• :Q . Q.' , o ,., ,,o ,.,.o , o .. o _ , o .. o 'o. A o .:: ,.o. .'� o ''r".o, Q_: o _ /j�/ .
<br /> � � � � � � � � � � � � � � � � � �� � �' . PLANAPPR4VED � f
<br /> �
<br /> NO T ES: ��/i�/%\��\�/���/�!/,��\�/� \�i`j��/�\�/j�/j��//��/i�/i��i�!���%��/\��%��/\�/%�/%����/%�/i�!/\��%���%��'��\/\i�i�� EASEMENT AND UTILITY NOT�S;
<br /> j � � ��\���j��\���\,,� \.,�\,��\,,�\. � � GEOTEXTILE FILTER FABRIC, �, 5' MIN SEPARATION BETWEEN CI7Y AND OPERATED UTILITIES AND OTHER
<br /> 3 PERVIOUS ASPHALT MIR,4Fl SPEC #140N (WATER PERMEABLE)
<br /> 1. DRIVE GRADE AT RIGHT-OF-WAY LINE SHALL CONFORM TO SECTION 3 UNLESS Ol'HERWISE APPROVED BY CITY ENGINEER. PRIVATE AND PUBLIC OPER,4TED UTfLITIES (PUD, CABLE N, PHONE, GAS, ETC). ' EVERETT
<br /> 1/2" CRUSHED WASHED� STONE - 2.0" DEPTH . �
<br /> 2. A 12 INCH MINIMUM CONCRETE OR CORRUGATED POLYEI'HYLENE SMOOTH INTERIOR PIPE IS.REQUIRED UNDER ALL DRIVEWAYS. 2, NON CITY OPERATED PUBLIC UTILITIES MAY CROSS CITY EXCLUSIVE EASEMENT PUBLIC SERVICES .
<br /> 1 1/2" - 3" GRUSHED WASHED DRAIN ROCK AGGREGATE - 8" �EPTH ONLY BETWEEN 45' AND 90' WITH RIDGED STEEL CONDUIT OF PVC CONDUIT PUBLIC WOIZKS
<br /> • ' ENCASED IN RED CONCRETE AT THE PUBUC WORKS INSPECTORS OPTION.
<br /> SUITA�LE SUBGRApE (GOMPACTED TQ 95% OF. PROCTOR VALUE) U1ILITIES pRAINAGE DEPARTMENT
<br /> SP�CIA.� INT�E.��I�S�'.�E��'�'�CTION . �
<br /> . . �� ��Ng�ir ���ri�� �N��� r��v� oq ��Ni��� ����� �F �' �N� N�r ���r���r .
<br /> � ����ia w���s� �����r is ����i��� ��i�� -r�
<br /> ,, . . . .., _ ,
<br /> ,r. � � . .. .
<br /> E VE R E 1�T S�b b WG ��� , CROSSING BY OTHER UTI L)'TIES F`Oi2 A V�F21'ICAL DISTANCE GREA1��}� �HAN .�' IN ,
<br /> NOTE: �PERVIOUS ASPHALT MAY BE REPLACED WITH 6° �EPTH OF PERVIOUS CONCETE IF °DESIRED. EITHER EASEMENT. STARTING ANY CONSIRUCTION ON 1'HIS
<br /> PROJECT. APPROVAL FOR THIS PROJECT
<br /> ` CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS
<br /> REFER TO THE JANUARY 2005 LOW IMPACT DEVELOPMEN7' - TECHNICAL GUIDANCE MANUAL FOR PUGET SOUND (PAGES 107-111). 4. ONLY CITY OPERATED UTILITIES SHALL BE ALLOWED WITHIN CITY EXCLUSIVE AND EXPIRES UNLESS PERMIT
<br /> � EASEMENT NO OTHER EASEMENTS MAY BE GRANTED WITHIN THE LIMITS.OF THIS FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> SHARED DRIVEWAY CROSS-SECTION � �sE"'E"T. T�IXACCOUNTNo.(s).� SITEADDREss.�
<br /> (PERMABLE CONCRETE OR ASPHALT DRIVEWAY) 004»>0000�ao2 � 5z» Easr �R
<br /> �F 0 R L 0 TS � �C 3� ` , � EVERETT, WA 98203
<br /> BASED OFF OF EVERETT STD DWG 302B _ � � �� � ^--- ��P� 2 ��Q`s�OOI .
<br /> � ���t���� �.
<br /> UTILITYCONFLICT NOT�:� g. �A o�. NOTESAND�DE'TAILS : -,
<br /> caUrloN� ��g r .� West�rn (425) OLYMPIC STARR, LLC
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND .q . �7
<br /> DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY ' � En lneers, 356-�/ DO
<br /> �Jj� j POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR ',• � NW I�¢, NW 1�4, SL'�C.6, T.28N., R,SE., W.M.
<br /> �� CALL `f'V HO U1�S TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE � 1-800-424-5555 AND IIIC. CITYOF�'��'RET7; SNOHOMISHCOUNTY, WA
<br /> j� THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSID! '9
<br /> . BEFORE YO U 1./I G TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES ' �''�s STE�'�,ti �QND USE CONSULTANTS DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND `sjONAL � TJS 04/02/07 02 TJS 06/06/07 J. JARRELL =
<br /> ' 1 —U O O —424 —5 5 5 5 CONSULBJECw�T�TRN AENGINEERS,' IIVC. TO'RESOL�uA�L�ROBLEMS R10RRTOT PROCEEDING CI V I L ENGI NE�RS 0 LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. N0. JOB N0. SHT. N0.
<br /> wiTH coNSTRucrioN. ' EXPI S 09/11/ *** 13000 HWY 99 SOUTH * EVERElT * WA * 98204 *** ' 06767ABASE.DWG BRC 06-767-A 3 Of 3 �
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