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., � , WORK AND. MATERIALS SHALL CONFORM TO THE STAND DS 0 .
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I "I .- � . (WSDOT/APWA) 'STANDARD PLANS F R ROAD, , " ,4 & Ab A
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1. \ , 21 2. DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPT R AMERIC . . ,, , � ,!" Nz,-, -i�,,q, i�,`�,�.,��- - - ,'� , ", ,�-; - .�� ',-,1,,:-,� ... J`-;�
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I ___ I _�A ,� I 1--_ . WORK AND SHALL NOTIFY APPROPRIATE UTILITY L-1, - I , "�'111'111', 1'1'� - , ",- " ... ""' 'l (i r
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. TRACTOR SHALL VERIFY. THE LOCATION OF , _��,__� ��.,,,, .;,,�,,-","'i,
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\ CATE THEIR FACILITIES KIFO.. , I I � , .,.,.,�:',,:, ` - -, , �:"�`��`i�"1�11,i��";11_ ,� " '. X U-) 0
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AS BUIL'I LOCATION EA \ , � / \ , . _.- -, t �,s g-_-,-7, - - - - - - - - ACCORDANCE WITH RCW :19.122. 3. CONNEC IO 9' "" � IIES NOTED
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I COMPANIES TO FIELD-LO .. . .. .... .. -1-1-0 "
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:��___ I I HOG W0 CONSTRUCTION IS TESTED, CLEANED, , j!" � ,�, "I `�, ,.;�i� " ":,.",�_"
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ON S SHA L BE TEMPORARILY SEALfD OFF UNTIL. AFTER UPSTIR I . - I M , ,11'� �,� I'll `ezi, . . � ,
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I \ ---�--Z:7- - "\ , PRESSURE SEWER PIPE MATERIAL SHALL BE AS SHOWN ON � I G , , . � �_ `,�-,a` -�,�'I'll�,�,,�",�-,�,a,,�",*",;,",.., iiiff!,!,,�,�,,�"?,�� - " ,;' ... � " .
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I _-, PALO , THE PLANS, WHICH WILL BE THE FOLLOW N �d" - -1 1 - t'i I I T. 111111-11 mQq to the plans except with the
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HERE TRACER WIRE STATION ISOLATION �Sl �x t - -, ,� �
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VALVES ARE CONSTRUCTED OUTSIDE OF PAVED I __�_ � '. 11 - 3 Ut_\)��VF.1 DITI'H . . I� f","',. _ "I ,.,,I P, __",�,�I!,�F�� , " ," � , "," � .��,,�,�4,��,� �",�-.,�,.",; 1',
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- MATERIAL SHALL BE PLACED UNDER THE PIPE TO A - "M ,_;,,J,X,�,, ,�, ., �j �
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AREAS A 3'x3' PROTECTIVE CONCRETE PAD IS ., - ,,,, 'i i4
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I � __ - 11 R PIPE GREATER THAN 27). THE MATERIAL SHALL BE PLAC . , � I . IN Q. , ,-,��ll-��"I-Z""�"-l�,��,��l".-'�'ll'.1,�-,-,,"�i� , '?�'? f', 17 �77;, � "!7, ,, ,,,,,, !',�,4 r , " ,'� I
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L I ED 6" OVER THE TO. �,� '111,_'.1,�,"t,
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- 'WORKED UNDER THE PIPE HAUNCHES WITH A TO, � . - .. , IF14 A�- �,, , -, "'� plan will I
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- .11 ) \ \ I I ATR L SHALL BE CAREFULLY . I . "� 4��,,'�,',- ,��
I - \ HOC, WIRE ,RIGID PIPE TO ASSURE UNIFORM SUPPORT., THE. M, T 1.11A. .. I . . I �V�1:1__t, 1�1; , ,.,, ,,, _ _1� , �, , pir : one
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CROSSING NOTES: AM ;S-01.114STXI-_� SQLME C, . I %� - \ .,?,!, ,,,��,,, - , - i;� ,,,� , , , , .11 (1) year f ro Q) 4� 2
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� . tp I . 1, - FENCE 8�6' PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. I REQUIRED BY �fl;.,`,i�M 11", I'l'A" ,� -, � ". ,I., ', ". N, � ,.� Ian approval if construction has not
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I I I OF RELATIVE DENSITY, OR GREAT R IF SO SHOWN ON THE PLANS OR OT.ERWISE , ,
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-WATER RIP In I . - -I_ 0 0 A EA131 T 6. ALL TRENCH BACKIFILL SHALL BE COMPACTED TO 95% . � . I " .,. , I 11.,�v _A��Z_�,,,_�", � , ;�� p � commenced by such dote, or
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ENSURE THAT, FOR ALL NON I- Is \ \ DECK ., . , , � , " " "".
1§:� 6� sm-W/8". .. I I .. : . THE EXCAVATION TO THE SURFACE, PEVELOPER:SHALL BE RESPONSIBLE, FOR ALL " """', �� ,'�,� , , . plan approval of construction has commenced.
_MS- I THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF I .1 . . . . � Li, -�,�-��-�.,,,,,,,�-,�,,,",,,-�,',�\-',"�',���",�f�_-,�z,,'�,',�.',��,�'�!�',',,',�'-'�,,��.,�,��� � ... . ... .. , . I I I .
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N Q RDIAR-0 IN P � y I I COSTS INCURRED FOR: COMPACTION TESTING. THE PIPE 8ETW E . I
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PARATIONS OF . OVER , , , EEN: FIV. FEET (51
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MAINTAINS MINIMUM SE V FREW Bi F) I' --- . EXISTING HOUSE NS SHALL BE INSTALLED WITH COVER. (-\ __Jk C
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GREATER THAN OR EQUAL TO 3 FEET, I I , DIR .
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'VERTICALLY . z . . . . . .. ,,:� � .�.V.'_ '�� I - -1 . RTY .
HORIZONTALLY,, AND GREATER THAN OR &, ;�6 ,:, ,,,1,,4;,7, __ " (45'). FOR PIPELINE DEFLECTIONS THAT . =
I "� 1, :,� .,. , ;_ , - BUILDING I .. y ,., G R AVE L EEDS FO -FIVE DEGREES .
EQUAL TO 6 INCHES, - 4�i 1. I... - I 1. MAINS SHALL NOT .HAVE ANY SINGLE BEND THAT EXC (n
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- �� "", ?11. . 45% A SPOOL IS REQUIRED BETWEEN MULTIPLE BENDS. THE SPOOL L
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HDPE SDR- I I � I,---- 1.6�. � �, "' - , I �.. _ 11 . . I I DIAMETER OF THE PRESSURE SEWER MAIN, rL
IS, ENSURE � . � . * to . _\IZ- _.. - , . . . - �". DE j �< I (I %) TIMES THE WORKING DESIGN
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S� P1 IC DRAINAGE SysrEllii L 11�1:,, � I I- -I.,--- ,�. . , 11;. . . 1.4 � 1, " 4 - , ,.� AND ONE-HALF . . a
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EASEtyiENJ AFN ----.. - , I :;, " 11 - - � I * =1
THAT THE MINIMUM HORIZONTAL 9 . . 9 PRESSURE SEWER MAINS AND STUBS SHALL BE HYDROSTATICALLY PRESSURE TESTED AT ONE
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SEPARATION IS 10 FEET, UNLESS NOTED � . �, __ 11 -_ , . . .114, , 1\1 IS GREATER. THE MIRACTED PRIOR TO. PRES PRE TESTING THE 0
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OTHERWISE ON THESE PLANS, AND THAT �tb S-All�s 1; T I PIP I , ER MAINS. I
, E. SIDE SEWER STUBS SHALL BE TESTED. AT THE SAME TIME AS THE PRESSURESEW . I W
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I :"� I ES .1 I CONFORM TO LAKEHAVEN STANDARD PLANS.
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THE VERTICAL SEPARATION IS 18 INCHES 00 .. _ , // 10. ALL ISOLATION VA.12V CLEANOUTS / PIG PORTS - 1. I .
46 IE CON(,', N=190. � � '. . / , I—. , . ' H TRACER WIRES, AND TRACER WIRE LOCATION:,STATIONS SHALL
ER INSTALIED "_ - .01 . I - I I I . . 1. . I 11 . 11 I <
MINIMUM WITH THE SEW .01 ot 11. ,PRESSURE SEWER MAINS AND THE SIDE SEWER STUBS SHALL BE WRAPPED WIT, _
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I I �� . . - . .CONFORM TO LAKEHAVEN � I � ?:
BELOW THE WATER LINE. I � x I STANDARD PLANS, OWNER .
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, E - "\ �. �: . I I �� __.. A "I 12. CONN o WSDOT/APWA STANDARD PLAN B 23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND I CLUDE 1 SYSTEM LOCATION BASED ON FIELD SURVEY .
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K-L.- U . I . I , , STA 6 + 53A.9, 5'.A�JA . - .. ""A. * I . � � . 1, EXISTING WATER I --
.1 -1 S..�, 11 --, --, I 1%4 .I,, \ NO. P-14938) AND AT LEAST ONE (1), BRUELL FAMILY LLC 1�
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� .. I 11 - \ "":", N I., "I _�_, , , , , - -�, - Z 5.6', E,6.ST � MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY� WHERE NOTED ON THE
1 1 ,
ANY I PARALLEUNG WATER SERVICE LINES I I , X1.1 Y'ARD \ -,I .11 - , - 4 .1 . \ FETY STEPS (LANE INTERNATIONAL CORP, PART .TER - I �z
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I 11� ,:\ , V ., 1-1 � - \11 INCH GALVANIZED� DROP SAFETY STEPS OR POLYPROPYLENE SA .. AND LAKEHAVEN UTILITY DISTRICT 'NTR 0003 &� WTR 0035 -I
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ESS THAN 5 FEET FROM THE NEW LpS 43 LF: f# �. -1 �. ` I N __"___ - - �,; :� \.10, �1, j Ijor- WIRE FEACE. INT . I � I I ON LAKEHAVEN 3000 :1:;21
L W, SDR-�111 , � SANITARY ' I I . ` ���\ \\\ '4� J�� � C - : � I ., � I I I ,, AND NO MORE THAN FIVE (5), FOUR -INCH (f) HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EX Z. EXISTING SEWER SYSTEM LOCATION BASED � I=
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. MAIN MUST BE RELOCATED. I - I 11 11-1- . \\\ , .1 �/ I , I , . I I . UTILITY DISTRICT 8 1790 (=) C),.
, � I" , - I RECEIVEA PROTECTIVE COATING OF BITUMINOUS C
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� , - PLANS MANHOLE INTERIOR SURFACES �
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/ iL��j� T., !�. � - I , .. I SHALL RECEIVE A CORROSION PROTECTIVE E � . I HODS AND/OR R�O.W� .
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RWALL,AV WK OEM . I" �."-,��,,',�, , . 11 "\, --_.�, �1_ 405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). �10 0- 0
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6\1� -0 I - o� I.- I - .Ps � \ � \ \ - RAVENO � FOR -
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_j- . \ 'ClIt: URER'$ INSTRUCTIONS. MAY NOT BE SHOWN ON THE PLANS. APPROVED
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�� I STA 5+90.1 0. 5.00 1-D , \�\ - ". I � .1 \ q�\2' D)'C,�H I FjovvER: P01.LF . 11 - ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACT . I . Lj_
_41\� zi_:� I \ / GUY ANCHOO ' ' I �, I RD "LAKEHAVEN". CAST IN THE TOP, SHALL WEIGH 140 TO 150
1 .� """ I I w/TRANSFORMER . LE FRAMES AND COVERS SHALL BE CAST [RON, WITH THE WO . . � .CONSTRUCTION. CONSULT WITH LAKEHAVEN'S PROJECT �__
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LPS DE - - 75' '. .,-� ".. \ \ , . I \1 - '\� � LI-1
4 LF' 2�O 1, `,��. \ \ IZED CARRIAGE BOLT WITH BURKD END TO RETAIN THE NY APPLICABLE R,O.W. PERMIT FOR
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I ''.1 � � I., "' I , � : � I I I NCRETE - 1\ i -INCH LIFT HOLE FITTED WITH ONE '/4" X 3" GALVAN . t.0
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I i � .11 I . POUNDS, AND SHALL HAVE A SINGLE 1 , I=
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BASIN DESIGNED FOR LOWEST GRINDER , HDPIE,$09 , �' I VA T \ CONSTRUCTION M
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I., , I . .. 1. 9" %AI _�T \ I E OR I" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER. ETHODS (OPEN. TRENCHING, C:*) ww�
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PUMP AT AN ELEVATION OF 155 FEET. HAI "I - b" __ __ _ - HE INSTALLED PER LAKIEHAVEN STANDAR N THE PLANS. BORE & CASE, DIRECTIONAL DRILL, ECT.) AND EXTENT OF cr_
!g ASP 11'. K. - -- - E P^ 15. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL ,, � I . I 11 -c:c
:��,'��- W .11�11 Ilk ..'-.; !�') , ATE .. . . . I � I I � I —
� , 11 ... 8�_` [11", ---\-\ I I . FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER AND TO A WIDTH .NO LESS THAN NEW EASTING
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GRINDER PUMPS BELOW THIS ELEVATION ��P 11�0_�11 ASPHALT OVERLAY &/OR OTHER RESTORATION REQUIREMENTS DESCRIPTION __j
"., "., 5+ � . . 16. CONNECTING.: MANHOLE CHANNELS SHALL BE PRODUCED TO THE I 1.
. .. I "" I .1. I I I I " " _Iq 11 \ \ \ . ET S I I , FOR WO K IN R.O.W. = Lj_j
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I � . , ..%.. . � J��,�� \ \ THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN lh-INCH IN EXCESS OF THE OUTSIDE DIAM ER OF THE A SOCATED PPE 1. R - UJI
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WILL REQUIRE ENGINEERING ANALYSIS , - ..,,, i I
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R PUMP � 1, �,,.-.��\ � AIN \ \ \ -1 . CE, SIDE CHANNELS FROM INLET PIPELINES.. SHA IRED I
I I _. i� -.f,:, , ,�-' \ .�� C 3' GRAVEL . OUTLET PIPEUNE. 4. RT E CONNECTION PERMIT REQU
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R AN 1) . I \ 1�; � \ \ \ \-, '�, 1-1 . - - I CONNECTING MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULEN � - - -_
I � , 7-_111 '- . I SANITARY SEWER =
FND 1/2" F I I I -, - \ � .0 - < \, �., z I I'l DITCH CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELIN5 .TO THE � , I - - - -.1c .<
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NEBAf 113 - I ... � I , , , " �� \ I ki 1�� I \ I I BIC YARD PORTLAND CEM I - OR .1 I � TE. TO CONSTRUCT BUILDING SEWER / GRINDER PUMP AND TO S W
-�,:::. \ � 4"�,, / �11\ I CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6 SACKS PER CU 11
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1.9' EAST PL. ; , I ,-"\ `� �_ - ,\,� -1 6�_) �_, I ENT AND 7/8 1
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C0 LUND 162 _ 4, q�. , , \ .) \ � \ FADED AGGREGA MAIN. 3:
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(�b 5+00- 't"', .� I'll- ' � .k , �:,:, I \ 1�_ 11� - . . 17. CONNECTING MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED 1h I I I
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, � '_1 SMOOTHLY GROUTED MOUND THE PIPE WITH SHRINK- RESISTANT GROUT,
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,* �-,,0, - / \ � _t _� I-, `- ' 1,33R,'�VEL ' I I-C H HOLE, AND ALL W
�. .. a \ ,�\O�a -�, THAN 2 INCHES INSIDE THE CONNECTING MAN . 50— ___ �-,c .. ..... ... .. -_
i e ,�,��,\w ,&'N- PIPE END$ OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE I., — >
- *__1 , I � 1� I I 1 118 URS W
. 1!�, " - ; �r� � , - i 0, I—, PENETRATIONS $H .<
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POTHOLE FOR EXISTING SEPTIC PIPES AND �, \ : " �, '.. -- . � .r I =:)
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:1'. - I"' "I PTI ._._,.,. : , 11��, 1;) I--, 11 I WITHIN 10 FEET OF THE AND PIPELINES SHALL BE —,-- F — LIJ
MAINTAIN A 6 INCH SEPARATION FROM THE ., I I I 1� ""' 1`1 .. SILT FENCE
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IV' 1�� ."", ''I" 1-1 .1 �� �:, �`;:./ Q `-, 11 ' FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE I . . . _j
SAN I] AIRY �-;., - . DP�AIN I I 1111,�R�N , I I r .19. NO JOINTS , . 1:_ C.., r-)
' ;
NEW LPS PIPE. IF THE SEPTIC PIPING IS ,� -�, �j I \ -,"V6` 'TIC ' 1\ . . -
�, ,� ') ,;.,/ ;,k I 4 tr I-EPTIC RAIN \ 0 1-1, I I . FIELD SURV AUSEN CONSULTING ENGINEERS, INC. 0:�
- . . �� .., "�' . I .. I I - � I .. . . -Y SO SEW �" EYS BY I I — --- 0HP/Wi? 11_. �
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; , , - , OWER (OHP/UGP)
IS qp , ' �, _ ", , .,I _� I Ill CONNECTED TO THE CONNECTING MANHOLE WITH PVC MANHOLE COLLARS. FLEXIBLE BOOT COLLARS ARE PROHIBITED. 1`0
MEfER '.1. , I R ELD I ,-.,,,.��,;,&_ I—- r, 1 F I D I _-, � , 1 1 1 11 . P M
.. : il; - , 05 SHALL BE CAPPED:AND MARKED BY A WHITE 2X4 POST LABELED `SANITA
: � :__," , \ - . .1. - I I I I . I TIME. 0 N
11 �, . \ V_`,Io ,.1z, , , D I LL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT __.)
"I-, BOX ,' . _� \ _', "I I
THE NEW LF ,�* .. 1, \1 ' - I
`l� . ' I., ,_7 1 20. THE TERMINI OF PRESSURE SIDE SEWER STU
-,' �.,. �7 1:. r lw -1 I - 0 , I � . , ... j
MAIN SHALL BE INSTALLED BELOW THE I - �,� I \ * C-D V11 �, IR K E R '' ) \ 9 'I-, I I (08/01/2 11 VERSION) A
� , �', : I. �:�. 'I \ 10, '__1 \ I if ,LiC)G WIRt- FENCE 3.4' 11 I ASPHALT PAVING LL-L, .
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EXISTING SEPTIC PIPES AT A DEPTH "": , , 4 ,,�'. I _____ � i.,,�, i '_ E P - _' EASI �
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SEPARATION. SEPTIC D'RAINA,.,E SYST0,41 �., � I SEIAENT\ -11. , , 11 � I I
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CAPABLE OF PROVIDING 6 INCHES OF EASEIViEN1 AFN I .-- I _ UjI \;7,� \ '�� Po�� _/_." 11� I I LAjjW . � . — BASIS OF BEARINGS PERVIOUS CONC, , -
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