|
;
<br /> r
<br /> ' IN THE N.W.1/4 OF THE S.W. 1/4 O� SECTION 8 TOWNSHIP 28 NORTH RANGE 5 EAST W.M. ��' � �,
<br /> � � � �.
<br /> � SEE CONNECTION NOTE 4 CAST IRON BOILTED RING & COVER C.� O � Q
<br /> ON SHEET 2 TYPE 1 & 2 (SEE NOTE 5). STUB MARKER C� GO CV
<br /> GRADE ELEVATION SEE CONNECTION NOTE 4 6" GASKETED o
<br /> �f�� � . SHEET 2 SPIGOT CAP OR R/W PROPERTY NOTE 4) O O .-
<br /> � SEE CONNECTION I� � � ��"��'� 3� R/W PROPERTY MECHANICAL PLUG �� LINE S��
<br /> NOTE 4 ON SHEET 2 � �, LINE TYPE 1 & 2 � E
<br /> z VARIES � R/W PROPERTY
<br /> • GRADE ELEVATION g PAVED SURFACE
<br /> w LINE
<br /> E
<br /> ,, �; ' � �y� ^ � `� APPROVED COUPLING R
<br /> I . .' Jk�lftJkk�{:ylt�fc`.��It` O Q � Q
<br /> 6" P V C A S T M D 3 0 3 4, S D R 3 5 v° �' C O N C R E T E C O I L L A R R W P RO P E R 1 Y C
<br /> NSiALL CAP APPROVED COUPLING OR AWWA C900 ��N, � I � 12^ (COMMERCIAL CONC) TYP. LINE �2��p�( � � m � ° �
<br /> N O T P L U G � 2% P E EXISTING SIDE SLEWER + 6" G A S K E i E D 3 f � m � p,
<br /> PVC SEWER MAIN 50 �' �,r�' I • � m ,_
<br /> SEE NOTE 3 FLEXIBLE COUPLING SPIGOT CAP OR � WJ
<br /> � ) 1 � �• MECHANICAL PLUG � � � � � N �
<br /> SANDBAG FILLED WITH 60LBS WITH STAINLESS STEEL � IYPE 1 & 2
<br /> � 2% MIN. SLOPE MINIMUM DRY MIX CONCRETE CLAMPING BANDS TYP. - 12" DIA PVC SLEEVE � �
<br /> EXISTING SIDE SEWER O (OR CONCRETE BLOCK, SAME ,� TYP. IYPE 1 & 2 � � Z F"" 0
<br /> AS IYPE "A") � SIDE SEWER TO BUILDING -/�1 30" SQ --� � Q N
<br /> ' 6" PVC ASTM D3034. �� �� I� � � �� �����\��� �� ��\� ��UNPAVED SURFACE CAP
<br /> LANDSCAPED OR 6'� GASKETED - (�
<br /> � , J�, � \i � VII, _I�,� � � W I.i
<br /> "DEEP SOCKET" FITTINGS SDR35 OR AWWA C900 TYPE C 30" SGi TYP. - � ��� -� �
<br /> AT EACH END OF 2-6"WYE EITTINGS �Q� __
<br /> VERTICAL PIPE SECTION f � `v° {` /
<br /> (NOTE 4)
<br /> "GPK PRODUCTS" OR EQUAL SEE CONNECTION NOTE 4 � SEE STD
<br /> ..
<br /> . PROPERTY LINE IDWG 602 16 12"
<br /> 35' MIN. � OR RIGHT-OF-WAY TWO-WAY SEWER CLEANOUT FOR STREETS , �.. ,
<br /> 45' MAX. GRADE ELEVATION ' SEE NOTES��� -: � N `-
<br /> O
<br /> Z
<br /> ���1��� J
<br /> � `��� F��� ' �'�-r���' STANDARD WATER R/W PROPERN TYPE � 6 AND 7 �
<br /> O • '�'• � � �- SHALLOW SIDE SEWER METER BOX AND LID 3 LINE IPAVED AREAS �
<br /> 12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE ? � SEE STD � >+ �,
<br /> COMMERCIAL CONCRETE MIX AS CALLED OUT IN
<br /> � EXISTING 4" OR 6" SIDE SEWER SiEE STD SEAL ANNULAR SPACE DWG 602 TYPE 3 m m m
<br /> PVC SEWER MAIN � DWG 602 WITH FIBER JOINT >+ 'C
<br /> (SEE CONNIECTION WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS iD � PACKING OR URETHANE UNPAVED AREA m y � N
<br /> NOT�S 2 & 3) MIN OF DRYMIX CONCRETE. ,,�� TYPE Z POAM IYP. IYPE 1 & 2 C C y �'
<br /> APPROVED COUPLING � � t� O �
<br /> o UNPAVED AREAS TEMPORARY INSTALLATION FOR NEW � 3 � 'N � a� � o. � �: "
<br /> TYPE �'A�� 6" PVC ASTM D3034, SDR35 , , , , • FERNCO (STRONGBACK STYLE) PERMANENT INSTALLATIONS � � � � U t U O. � t0
<br /> r OR AWWA C900 �„i-y SAN TEOE/WYE4 � FLENECES ARYPORGFITTINGSER NOTES -
<br /> _ DEVELOPMENT cn o Y o ¢ v �t ¢ �r o '
<br /> � /�� � AS REQUIRE0. '
<br /> SEE CONNEC71oN NO7E 4 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE PVC, ASTM D3034, SDR 35 OR AWWA C900.
<br /> ON SHEET 2 R • � FUTURE DEEPER ;
<br /> � 3 SIDE SEWER FLOW 12 7�8'� MIN � N .�- i
<br /> INSTA�� CAP NO7 P�UG ( 4�' ��X. "- 4 2. A SANITARY TEE MAY BE INSTALLED W LIEU OF A WYE AS SHOWN. STRAIGHT TEES ARE NOT SS eo�Ts -- -1 � � N Z ��
<br /> ACCEPTABLE. I
<br /> � �`"-'-'--- SANDBAG FILLED WITH 60LBS � � � O U �
<br /> � GRADE ELEVATION � MINIMUM DRY MIX CONCRE7E SIDE SEwER 3. SEWER STUB WILL BE EXTENDED 10' BEYOND PROPERTY LINE TO PREVENT DAMAGE TO ❑ ° � •` � � �
<br /> � ��, , ; ,'} Z��,,;,�i'��; ��, ��, „ „ (OR CONCRE7E B�OCK, SAME 6" wYE 70 BUI�DING CLEAN-OUT AND MINIMIZE CONFUCTS WITH OTHER UTILITIES WHEN SERVICE TO BUILDING IS ❑ � ❑ � o N o�p �
<br /> � � TYPE D AS lYPE "A") SEE NOTE 3 � � - _ � N a
<br /> . � INSTALLED. � o � I
<br /> � CONNECTION NOTES: T�Iffi�-V{1�'f� �EfNER CLE�t�IOUT FC�R ALLEYS `'1
<br /> 4. TYPE 3 TEMPORARY INSTALlATIONS (NEW DEVELOPMENT) SHALL HAVE A PRESSURE TR�EATED 10 1/2 MIN" �
<br /> APPROVED COUPLING �, PVC SIDE SEWER CONNECTIONS TO PVC NEW MAINS SHALL BE FACTORY TEES. 2"X4" STUB MARKER THAT EXTENDS DOWN TO A MIN OF 24 BE�OW GROUND. A MIN OF 36" \_
<br /> PVC SEWER MAIN � f SHALL EXTEND ABOVE GROUND. STUB MARKER SHALL BE PAINTED WITH WHITE TRAFFIC PAINT. 18" MW _ `t ��?,, �\
<br /> (SEE CONNECTION EXISTING SIDE SEWER 2. lYPE A & 8 SHALL BE USED ONLY WHEN SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS APPROVED BY THE TWO-WAY CLEANOUT NOTES:, THE WORD ��SEWER" AND THE DEPTH IN FEET FROM GROUND SURFACE TO SEWER STUB PIPE � �� '�,�� "Y,.
<br /> ENGINEER. TYPE D SHALL BE USED WHEN EXISTING SIDE SEWER IS SHALLOW LESS THAN 6' DEPTH AT PROP�RIY INVERT SHALL BE PAINTED ON THE MARKER WITH 3" HIGH BLACK PAINTED LE�TERS. PLAN
<br /> NOTES 2 & 3) - � � �C> V
<br /> 2% MIN. SLOPE LINE) 1. OPPOSING CLEANOUTS SHALL BE INSTALLE0. SECTION U .,,,�\ � �� �
<br /> 6" PVC ASTM D3034, SDR35 3• CONNECTIONS TO EXISTING CONCRETE SEWER MAINS SHALL BE MADE PER STD DWGS 612 & 613 OR BY 2. CLEAN-OUT PIPE AND FITTINGS SHALL BE PVC ASTM D3034, SDR 35 OR AWWA C900. 5. CAST IRON BOLTED RING AND COVER SHALL BE EAST JORDAN IRON WORKS N0. 3660CPT OR � , �
<br /> 35' MIN. APPROVED MANUFACTURED CONCRETE TEE. EQUAL. "'� 3 - � � � z
<br /> OR AWWA C900 I �ri �
<br /> / 45' MAX. 3. SANITARY TEE OR WYE FITTINGS SHALL BE INSTALLED. STRAIGHT TEES ARE NOT ALLOWE0. y � C.
<br /> O , 4. SEE STANDARD DRAWING 604. WHERE RING AND COVER INSTALLATIONS ARE SHOWN :FOR PAVED AND UNPAVED 6. RING AND COVER INSTALLATION IS SHOWN FOR PAVED AND UNPAVED AREAS, FIELD �Z�� CAST IRON BOL7ED �' O 4�t�O
<br /> AREAS, FIELD CONDITIONS WILL DICTATE WHICH INSTALLATION IS APPROPRIATE. 4. TWO-WAY SEWER CLEAN OUTS ARE ONLY REQUIRED WHERE DIRECTED BY THE CITY. CONDITIONS WILL DICTATE WHICH INSTALLATION IS APPROPRIATE. t�(�r• 6
<br /> 5. CONNECTIONS TO EXISTING HDPE SEWER MAINS SHALL BE MADE PER STD DWG 612 OR SIDE-WALL FUSION. RING AND COVER (�j �S 4O�
<br /> MINIM MG DRY MIX CONCREBE TYPE '�B'� - �SEE NOTE 5� � Q
<br /> 7. RING AND COVER WITH CONCRETE COLLAR MAY BE PLACED AT GROUND SURFACE IN UNPAVED
<br /> (OR CONCRETE BLOCK, SAME AREAS IF DESIRED.
<br /> AS TYPE "A")
<br /> � TYPICAL SIDE SEWER g��p�2p�� TYPICAL SIDE SE g �p 2p>> � TYPICAL SIDE SEWER 8 1�0 201
<br /> ��CITY OF EVERETT CITY OF EVERETT �, �. '-�CITY OF EVERETT � � � � CITY OF EVERETT SEWER CLEAN-OUT 8/10/2011 ' CITY OF EVERETT SEWER CLEAN-OUT 8/10/2011
<br /> . �"- CONNECTIONS ��t�= � CONNECTIONS ��at� CONNECTIONS ��aL�: ��te: '_ ���te:
<br /> t PUBLIC WORKS PUBLIC WORKS � PUBLIC WORKS � PUBLIC WORKS PUBLIC WORKS
<br /> n DEPARTMENT TYPE A AND B 6�2 �ERETT DEPARTMENT TYPE C 8C D 602 �VERETT DEPARTMENT TWO-WAY CLEAN-OUTS 6O2 ��,�'�E,RErr DEPARTMENT FO4- �vFRErr DEPARTMENT 6O4 N I
<br /> SHT 1 OF 3 COE Std D.v : � SHT 2 Or= 3 ^OE Std Dwa � SHT � GF- 3 COE Std Dv� : �v SHT 1 OE 2 COt ;td Dw : SHT L OF 2 �OE Sta D�rt : op �
<br /> -- p. Q
<br /> GENERAL NOTES:
<br /> � � �P'ERHsio 6�AE nN0 COVER EX PAVEMENT � 6� � � � 9 �� � � --- "� � . Q� i
<br /> � t. MANHOL.ES TO BE COINSiRUCTED IN __ � ( � � � PVC SLEEVE A � ^ � C �
<br /> ACCORDANCE WITT1 AASHTO M-799 (ASfM C � � � � . 18�� . �-- �-�- , / .
<br /> a�e) un�ss otriEawisE sHowN oN P�ws �s" � aRcui.nR awusrMeNr sEcnoN nvp.) , e -� STANDARD TRENCH SECTION / � � '�
<br /> � OR NOTED IN STANDARD SPECff{CA710NS. � 4"MiN � � • � � MW � I � � � I SEE STO DWG 610 STAINLESS� STEEL � / MIN.95%COMPACTION .+- y �# � �
<br /> � � 2. Alt REINFORCED CAST IN PIACE CONCREfE -� `�gpS IN MH EMR'Y AREA SHOULD �-%� r' '�'' � �'�� � � . . � 3' MIN C � } � �
<br /> . SHALL BE qASS 4000. NON-REINFORCED �---�--- � � C '\,r��t. . ` t{ ,,- i � . I � CLAMP \ #
<br /> , CONCRETE IN CHANNEL AND SHEI.F SHN1 BE � 28� MAX f'��^��\�'��s I \ �+1`C�Y"/'��'y�����/�����������f . \ . I I / . . . / � � � �
<br /> EXTEND ON6Y 3' MAX FROM WALL ,.,, �. � ` 1 � y.,. �t4, \
<br /> 7 SACK MIX SPND AND CEMEM GIROUT.ALL (USED PS HANOHOLOS NOT STEPS) ���'� , ��` �".G-��. . +�i`�°� � � � � // � � � � [[ '
<br /> PRECAST CONCRETE SHALI�BE CLASS 4000. � � SEE STD 606A. ��{ t �4`��`� � � � � � � 1 � �
<br /> • � �'` "��l � 1 I I / ALTERNATE SLOPING /
<br /> � 3. P R E C A S T B A S E S S H A LL B E N R N I S H E D W f T H � E C C E N T R I C C O N E S E C f I O N �'�?�����t 1���� � � � %y% I . � I / � T R E N C H W A�� G A SK ET � / C � N � � �
<br /> � CUTOUTS FOR KNOCIKOUTS. KNOCKOUTS 1K,;� �l�.l � ;1�,��\ ��W� / � BACKFILL •� � � � j
<br /> �� . SHALL HAVE A WALL 7HICKNESS OR 2' � '�� . �.* � Y j,���*� I . . . � � � ,� / SEE STD DWG 610 (� � � �
<br /> MiNiMUM. "� �,�, t � UPPER LIMIT OF W �
<br /> 4. ALL BASE REINFORCING STEEL Sh10.�L1.HAVE A RUBBER GASKET AT JOINfS(lYP) 2 �L ���� �'"���\`�I . I� � PiPE zoNE. PVC OR HDPE ' �� � � C � � . I M ',
<br /> .. � MINIMUM YIELD 5�RENGTH OF 60,000 PSI � ,`� /�rr;�'� . � � � MAIN LINE ' / ,UJ � � .Q� .
<br /> ! � MW.9%COMPACTION � � � �
<br /> . AND BE PIACED IN h1E UPPER.HP.LF OF THE � - 1 ! ..� 2 `1�,�-�„r. L >• � .�. � "� C � � '.
<br /> BASE WITH 7' MINIMUM CLFARANCE. ' r,\� " � `/,1,���\ � . . W U �� W �,.
<br /> 5. KNOCKOUT OR CUTOUT HOLE SRE IS EqUAL 12'(lYP) � �`/,� . •�1��1� _ i �,:-.- ._a � -� �. � ,� .
<br /> . TO PIPE OUTER DIAMEfER PLUS MANHOLE �� . � � � ��' l� N , �-�` ,.�-. �� � B . . > 'q p� � �
<br /> WALL THICKNESS. � � �. �` 6 � "\r � � � = '
<br /> , � CRUSHED SURFACING� � �� � ,��--"�!(�}�-�"":��-,� � � U � � H � � �
<br /> 6. MANHOLE DL4. DEPENDS ON: SIZE, LOCATION BASE COURSE ...-�""��:`� � i�� � � N
<br /> � ANO NUTABER OF PENETRATIONS fOR PIPES. `�1'� �/. ./ � � -^'�
<br /> MANHOLE DESIGN AND SRE SHALL BE 8 / _ � ""�-�.:_ � � � � / � � � I
<br /> � APPROVED AND WARR?NTED 8Y'fHE MANHOLE � 48".�54'OR 60' � � \�> � � � � �
<br /> SUPPUER. � � �X / . . � . i �• .'� � / x<x r5 y�-�.,
<br /> /� / \ ,` X
<br /> 8' -0" MIN �/
<br /> 7. F'OR HEIGHTS OVER 25�MM�HOIE BASE SLAB �� ��'C � �� . - . . . � . - I \ � � // �Y�t � � � �
<br /> � SHALL BE DESIGNED BY A SiRUCTURAL . 25'-0"M/JC . � �
<br /> ENGINEER. 3 � ' ~'`'•�\ � 12" MIN MIN.90%COMPACTION � �'' �
<br /> �� � PRECAST RISER SECTIONS � � � C ti � � I �
<br /> .. _ . 8. CONCRETE CHANNEL AND SHELF SFiAII BE � - � \ , � -% � //// � , � .�j
<br /> FIELD-FORMED E%CEPT WHERE APPROVED IN 5TEPS PER . � \
<br /> ADVAN�CE 8Y CIiY. STD 606A�° / � {f ? - � � . .0
<br /> � PIPE ZONE SEE - LOWER LIMIT OF i`� „�
<br /> . 6' CLR (NP.) � � � � � PIPE ZONE �`�, �
<br /> STD DWG 611 OPTIONAL / � PIPE ZONE \� ; / x_ '� �p
<br /> � � ��� / PIPE BEDDING, - � � E SEE STD DWG 611 =`� • � �t
<br /> ��R,1\ SEE NOTE BELOW � � � / �.=:� �� ti. � �y
<br /> . . �SfD 606� � ���� .. . . i . �/\� � D / 1 ' � / . o�srx� s-7. � �7'
<br /> ., � .- ' . . - �'�'.
<br /> ' �' ������ -� , �ti OVER EXCAVA7E AND PLACE � � / � U
<br /> ,� � \ 6" TO 12" TYP N �( �
<br /> � �.\�;,.��\,.;�,/�;� €
<br /> , �y��� Y,,.!», 4 •�1/���;1�,�. FOUNDATION MATERIAL CLASS A, 8 � ,.--� STAINLES / / ;�: � Q
<br /> FlELD-FORMED � � .OR AS APPROVED:BY THE ENGINEER '-' �
<br /> �," s�ove cnnraNe�nNo sHe�F W (SEE NOTE 1) WHEN SPECIFIE0. � I y��-�' STEEL C MP
<br /> - 12" cSEE NaTE e> LIMITS OF TRENCH: � � �
<br /> GRAVEL BACKFILL FOR . �, .ti��� REINFORCING SiEEL (IYP.) � �NOTES � � �n�� -
<br /> PIPE ZONE BEDDING . O � W =.MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" OR LESS IN DIAMETER W = 40". FOR PIPES 18" OR . ���"��i 1 � 90%COMPACTION FOUNDATION MATERIAL � V � �-
<br /> MFlRu�i GR�TER W = 1 1/2 x I.D. + 18": PIPE MUST BE CENTERED IN TRENCH. � -�f � AS REQUIRED J �
<br /> "O' RING GRAVEL BACKFlLL FOR PIPE � � - - � � � � J O �
<br /> wnr� sroP � ; � - - TRENCH. FOR PIPES 15" 7. SEE CITY OF EVEREIT STANDARD DWG 316 FOR - � SEE STD DWG 611 � o ,
<br /> � 12" 20NE BEDDING. COMiPACT 95x 1. W - MAXIMUM WIDTH OF
<br /> i2" � oF s�� oENsrn. OR LESS IN DIA W=4Q". IFOR PIPES 18" OR IPAVEMENT PATCH DETAILS. `l, �'� GASKET Z e �
<br /> I � I BEDDING AND FOUNIDAfiION MATERIAILS: ' _.� a--
<br /> GREATER W=1.5 x I.D. + 18". PIPE MUST BE W W
<br /> 6� e' � �`- -� s, CENTERED IN TRENCH. 8. VERTICAL TRENCH WALLS WITH SHORING TO PIPE BEDDING MATERIAL SHALL BE CRUSHED SURFACING BASE COURSE CONFORMING TO SECTION k"�- ,.- � _SECTION � �
<br /> � �S,M�N � CONFORM TO O.S.H.A. REGULATIONS. g-03.9(3) OF-THE STANDARD SPECIFICATIONS IFOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION '�� C NOTES: n- �
<br /> - ' 2 � 2. ALTERNATE SLOPING TRENCH WALL TO MEET �� 1 a �` O >"
<br /> SEPARATE BASE SEPARATE BASE INTEGRAL BASE 9. SUBGRADE OR GROUND SURFACE IN NON-PAVED �NSDOT/APWA. `�� J Q
<br /> PRECAST CAST IN P;LACE PRECAST WITH O.S,H.A: REQUIREMENTS (NO SLOPES STEEPER THAN AREAS. �'-� � � � 1. ALL BACKFILL MATERIAL SHALL BE PIACED IN LIFTS 5. IN PLACE DENSIN AND MOISTURE CONTENT WILL BE W � O
<br /> � RISER 1:1 EXCEPT FOR ROCK). OPTIONAL PIPE BEDDING (TO SPRING-LINE) FOR PIPE 15" DIA AND LARGER: PEA GRAVEL OR 3/4" � ' NOT TO EXCEED 12 INCHES BEFORE COMPACTION DETERMINED USING NUCLEAR METHOD, ASTM � -i �y
<br /> CLEAN ROCK CHIPS AS APPROVED IN ADVANCE BY ENGINEER. `�,_ NON �VC MAIN W �
<br /> 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL 10:EXCAVATED NATIVE MATERIAL OR STOCKPILED , UNLESS AUTHORIZED BY THE ENGINEER DUE TO 2922-71. p a �
<br /> BACKFILL MATERIAL NOTES THE CHARACTER OF THE MATERIAL AND THE
<br /> " BORROW AS DIRIECTED. COMPACT TO 90% MAXIMUM OVER EXCAVATION AND PILACEMENT OF IFOUNDATION MATERIAL, IF REQUIRED SHALL BE FOUNDATION V
<br /> NOTE: KNOCKOUTS SHALL HAVE A wALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. DENSIIY. MATERIAL CLASS A OR B CONFORMING TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS '�FOR COMPACTING EQUIPMENT. 6. LABORATORY MAXIMUM DRY DENSITY AND OPTIMUM � � Q p
<br /> 11. FOR ALL TRENCHING TRANSVERSE TO THE MOISTURE CONTENT WILL BE DETERMINED USING F- O J
<br /> MANHOLE DIMENSIONS TABLLE 4. FOUNDATION GRAVEL IF REQUIRED BY THE ENGINEER ROADWAY BACKFILL ABOVE THE PIPE ZONE SHALL ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WSDOT/APWA O PVC SIDE SEWER. FOR REMAINDER OF PVC SERVICE SEE 2. MECHANICAL COMPACTION OF BACK FILL MATERIAL THE MODIFIED PROCTOR METHOD IN ACCORDANCE V W � � Y
<br /> BE CONTROLLED DENSITY FILL SEE SECTION STD DWG 602. SHALL NOT BEGIN UNTIL THE DEPTH OF COMPACTED WITH ASTM D-1557. ¢ � N �
<br /> TO REPLACE UNSUITABLE MATERIAL SHALL BE O. w � �
<br /> BASE REINFORCING STEEL FOUNDATION MATERIAL CLASS A, B OR AS 3-9•6 & 3-2o.i oF rHESE sTnNonR�s. PROCEDURE FOR COMPACTION: P PCE FILL MATERIAL IS 2 FEET ABOVE THE TOP OF LW W �' � a ++
<br /> MAXIMUM MINIMUM IN' FT IN EACH DIRECfION
<br /> �iArn. wA�L B�� KNOCKOUT oISrANCE � APPROVED BY THE ENGINEER. 12. FOR UTILIlY CUTS SUCH AS GAS, TELEPHONE, ��INSERTA TEE" OR APPROVED EQUAL. y, � W � v
<br /> hiICKNESS THICKNESS BEiWEEN i PROVIDE UNIFORM SUPPORT UNDER PIPE BARREI. O
<br /> SiZE KNOCKOUTS �SEPARATE BASE�NTEGRAL BASE 5. FOR ADDITIONAL COMPACTION INFORMATION SEE POWER, AND CABLE N LONGITUDINAL TO THE 3. EACH LIFT SHALL BE MECHANICAL�Y COMPACTED TO � a � � � h�., �
<br /> ROADWAY, BACKFILL SHALL BE CONTROLLED COMPACT BEDDING MATERIAL TO 90� MAXIMUM DENSITY EXCEPT DIRECTILY 9VER PIPE, HAND 7AMP C EXISTING SANITARY SEWER MAIN. THE REQUIRED DENSIN PRIOR TO PLACING . o N
<br /> 48' 4' 6" 36" 8` 0.23 � 0:15 STANDARD DWG 615. DENSIlY FILL SEE SECTION 3-9.5 OF THESE ONLY. O SUBSEQUENT LIFTS OF BACKFILL MATERIAL V (,�/) � W � Z U
<br /> 54" 4.5" 8" 42" S" 0.19 0.19 6. IF DIRECTED BY THE ENGINEER THE TOP THREE TO STANDARDS
<br /> 60" f 5" 8' 48�8' 0.25 0.25 FIVE FEET OF BACKFILL SHALL BE IMPORTED HAND TAMP UNDER PIPE HAUNCHES FOR ALL BEDDING MATERIALS. O CORE DRILL EXISTING MAINLINE PIPE PER MFG�S 4. COMPACTION 'TESTS SHALL BE AS REQUIRED BY THE
<br /> GRAVEL BORROW OR SUITABLE NATIVE MATERIAL SPECIFICATIONS. CITY ENGINEER, BUT IN NO CASE LESS THAN 2
<br /> WSDOT STD PLAN B-15.20, MANHOLE lYPE 1 COMPACTED TO 95% MAXIMUM DENSITY. FOR ADDITIONAL COMf�ACTION INFORMATION SEE STANDARD DWG 615. TESTS EVERY 200 FEET OF TRENCH (ONE AT
<br /> ACCEPTABLE SUBSTITUTE EO 35' MIN, 45' MAX SUBGRADE AND ONE AT 50% OF TRENCH DEPTH). �
<br /> � �� CITY OF EVERETT NPE 1 MANHOLE $ ���2011 CITY OF EVERETT TYPICAL TRENCH SECTION $����2011 ' _�CITY OF EVERETT $-��-2011 - CITY OF EVERETT $����2011 ' CITY OF EVERETT 8-10-2011
<br /> � PUBUC WORKS BEDDING FOR PIPE IN o��e: � TYPICAL SEWER CONNECTION ��TE. TYPICAL TRENCH o�ce:
<br /> �EV R�ETT 48", 54" ANQ 60» 605A �n D PARTMENTS 6� O Ev��..r, PUBLIC WORKS TRENCHES �vEREr.r PUBLIC WORKS TO EKISTING SEWER MAINS �E RE.� PUBLIC WORKS COMPACTION �
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<br /> R:\Projects\287 (Seattle Pacific Homes)\012-14 (Jazwieck)\Dwg\shee�s\Construction Docs\AH-ssdt01 .dwg 34x22
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