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P TA _WATE�0SEK PIPE
^kSETZOCK ON 15° B 'A' ��
8 \VEST UNE S CITY hTv.S _y 1kA1LEAZ
A PMiN OUTLET
yl !s ~n 5.8"5 PVC A ,K. 'a FLEXIBLE hE\VER H04e
TEE a 'G' 4 MJPUNG TW[W ONE END
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\4A41AED R'JLK _ -� 4„ LP. IATE2Al_It I'/. MIN.
810 P6RF. CMP S=0.O% ESP4C
•' SECTION aaa 1E •9 ' S 15 SPAL�4 !o AND7 _ CATCH Sl '5_MJC.Ti F, i-
r ..- -NOT AS BUILT- 41 hPACE' . 8 THVDLuaH II N .- sevta MAIN
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BY CA-A DATEJa-sez
APPfOr99
CONFORMS TO DESIGN
TYPI LOT LAYO _ w�iaw
��. °FP"°"""0"' PETAIL QF �VE� �ISF_� PIP� _�ND
SECTIONS B-B tG-C CAL UT
_ CONDITIONS & NOT ClrrOF
FIELD VERIFIED -za ENOIN"AtM O DEPAR1119W
N14
CONNECTION _
W
MMOYBI C f
D - 168
l
. #tU 1 EU .AR' OF Akjk,u Inw0_=tlr� 175 �Li Q�!O All FOR • CIVIL ENGINEERS
EXPANSION OF AUBURN MOBILE HOME PARK JOHANNES DEBAKKER a I -T9 pCC Z7/
2304 'A' STREET S.E. 2501 85th SW _ °A ----- �r`7`7 • LAND SURVEYORS
°R°wXG.JGANS-0N OLYMPIA , WA. 98502 [c°� '"I'1 • PLANNERS
' AUBURN , WA. 98002 3I A , WA1 ENOINEERS,INC. I G
r CX[CNl°Tg �«• nr�oL [[v nlo" [r An"b o°r[ ( w••xov[o +o[Xo Z1'7�S 201 60. DIVISION • AUBURN, WA 98002 (206)941-2750 - 921-0339
c� 82 D 893 SH
GENERAL NOi �.:
�I \ / �� 1 . ALL MATEJUALS AND WORKMANSHIP WILL BE IN
L
A V THE REQUIREMENTS OF THE CITY OF AUBURN SPl
541111- �` , ����� FOR CONSTRUCTION OF WATER MAINS, SANITARY SEW'
`� STREETS AND STORM SEWERS.
2 . SEWER PIPE AND FITTINGS SHALL BE JOHNS-MANSVILLE ON
CERTAINTEEDGRAVITY PVC AS PER ASTM D-3034, TYPE PSM,
SDR-35 , OR AN APPROVED EQUAL. JOINTS SHALL UTILIZE
SYNTHETIC RUBBER GASKETS AS PER ASTM-D-1869 WITH PRO-
VISIONS FOR EXPANSION MADE AT EACH JOINT UNLESS OTHER-
' _ WISE NOTED.
I Q 3 . ALI, 8" WATER PIPE SHALL BE D. I . CLASS 52 CEMF:M ,
- - -- - - -- MORTAR LINED PER CITY STANDARDS.
4 . A MINIMUM OF 10 FEET CLEARANCE: SHALL BE MAINTAINii
BETWEEN ALL WATER LINES AND PROPOSED SANi 'I �
� UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL. MAINTAIN A MINIMUM OF 4 L(,VLk OVEN
ALL WATER PIIES
6. BEDDING FOR PVC PIPE SHALL BE PER CITY REQUIRi `Ill :° .
'AND 4" OVER AND UNDER PIPE MINIMUM.
nN SIDE. SEWERS SHALL BE MINIMUM 1 .0%.
--�- 8 . CONTRACTOR SHALT. VERILY ALL DIMENSIONS ON THIS DRAWINu
' ! AND LOCATIONS OF EXISTING IMPROVEMENTS PRIOR TO CONST.
AND SHOULD NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREF_
L ANCIES.
9 . IT WILL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT ALT,I
UTILIPIES INVOLVED TO SEE THAT THEY ARE PROPERLY L9EATFD
10 . CATCH BASINS SHALL BE ACCORDING TO CITY OF AUBURN SPEC . ,
TYPE I-C OR EQUAL WITH 18" SUMP, MINIMUM.
11 . IF UNSUITABLE SOIL CONDITIONS ARE FOUND Di _
% 1 / CONTRACTOR SHALL BACKFTI.L WITH BANK-RUN GRu1jt
/ AS DIRECTED BY CITY .
1 ' . C014TOURS SHOWN ARE I' INTERVALS M.S.L. BY CEI , TliM
TOE' OF MONUMENT IN CASE AT 71ST ST. SE AND "D" S'T.
ELEVATION IES 17.
' 6u4 ✓ — —- � �- _t - 13 . ALL UTILITIES SHALL BE MAINTAINED BY OWNER EXCEPT THE
8" WATERMAIN.
�e G.✓• exlsrlrw vr� srzEEr 8 upT
_>_� 14. 2 FIRE HYDRANT'S SHALL BE INSTALLED TO OFTF OF AUNU'4!R-
• ly, �o�_N�� - - • - 1 ��� I 1 `I v, S'PANDARDS AT LOCATIONS SHOWN INSIDE EDGE OF FIRE HYBIWI3
� TO BE 4' OUTSIDE OF ROAD, CURB AND PROTECTED WITH RlIE
I1 GUARD POSTS INSTALLED 2 ' OUTSIDE CURB,TO CITY REQUFLRE-
_ 1 -7 MENTS.
• /G 7 d� �i � I A
I�. ` I4 '� ICJ 1 I�O 'l 17 Is I 19 � I � I ��( 1 �J 15. STORM SEWER PVC MUST BE SCHEDULE 40 OR EQUAL E)MY"
, I ', WHERE LESS THAN 2 FEET OF COVER tX1TS, THEN CIA= W
I R
I I 1 IS EQUIR ❑E
!� _— "`� 1r l`r 16 . ALL WATERSERVICE LINES SHALL BE 3" Q PVC CLASS 200 OR
� }— � - _r. APPROVED EQUAL AND SHALL, BF: PRESSURE TESTED EIxy
_4-- _ __.. -s. _ . _ 1 i .- _
- -- - -- - J SPECIFICATIONS. .
✓Y1Jt'F�`/ a.•_ LF cI 40C G I6'PVC 17. ALL TESTING AND PURIFICATION OF PRIVATE WATERLINES SIOLL
BE DONE IN ACCORDANCE WITH APWA STDS. ISTT 90'. MOM
LINE C h -,7TUg .[SEplty NNE 7PL.IEC RIM - 99,80 ♦?`J.�-iV/ �tl % �.::' • RIM - /00./O R iAA - /02-50 SUPERVISION OF THE ENGINEER.
PD3 FP01.1 hh1B. G0 NJT CONNECT ,'1: - /E - 9(•,//0 1(_ - 97.2_8 18 . PROVIDE 3/4" WATER SERVICE AND 4° SANITARY SF:W -
HEAV4 EL.IX LM7T ) -c7JER :%/VAENV1 WITH IE - 95.Oq TQ 23 LOTS.
t1EAVV ELT'/ PI. EN i5 TC) PPE,/FI+T DIET
Ft'DM FJ 11EK71`w EN P%. ._.._1.4. ALL UANTTXRY .SEWER MANHOLES SHALL HE 496FS' fl
I'I:A!N NO. 34. AND SHALL (HAVE OPF�9ET (HODENTRIC) C 'i
SECTIONS, EXCEPT AS NOTED, WITH STEPS DNSTAI.I.I f
VERT.TCAL WALL OF MH - COMPLETE WITH FRAME: ;,11i
Ewef rF"- % R- s h' a %' xj. VEVE>_ot al -(JaLL j7gr)i Je't� %&ZMe &o1lJEcriAJ WIiN
*A srarr rVoJEc( AI_Ir /t-)m_L n rF t rxJ51PILary
PROFILE VIEW x1sfBla �t. flAtfrl�. v I��iEuE� y, FofLCo�hl[c: rlvo .
SANITARY SEWER as e aw _: uf we.Fc F A ;I Itiv, '�' {,
;11) 1�+��E�yb� h,JULL Pi burn I i L- I'J 11� ' PFy e%f ALI V,-,_ E,
"= 55' vERT — 4--'/ n;: t - PjFLve�"LA 0210E o 156LAIJGvOF fLE55A2y P 2Ear(6
7 r
E +" ....
� Fy,IeTl LI(a Gkf"l')L1DJ ,y
I^ 1
�FrtnLi12 CLAA-
ep ui,. u.ts.
FU. LCr_AL rxi*-r Y, 4sx1Np d� 00
— -
100 - - - — OERZE10 1 - -
I111E TOF 'AAF IN L IEIJ d�
--
95
-- �� —�— "r- - ` - 10---4�.5 • cAar, �. . . .. _._._---
- -- - -- —
95
"� i3-LzF
;cE NOTG ON PLAN VIE\V
90
90 ELP 04ECY. EXV7TlNG Id' 6RU14 IF-
-T{Ih 44 To E£ 11AL 1G Cr
�>F TFllh LINES P+E
F P IFfE«iAK�' TJ I A".IF A L'AW7E-
u- V- IMP iD NWTGI, r
7,•a4 LV7E AN • DF r 10 MIP IN"44LL S yI, I
-:?�,.°i. i.F OF VJ -C A7-li.)97. _110
1�E 'cXVvT(T♦a N1C.1{H'>L[.. p n -NOT AS BUILT-
O 8
f j
F � � BYE DATE Is-s-Ila
CONFORMS TO DESIGN
CONDITIONS 5 NOT
FIELD VERIFIED
� H
u
T
/► P* RgVtb �``
Cl of auauC WORKS 1 �✓
CITY OF AUE, RN ;
ENO!JNWI INQ DEPARTMENT
pATE._P.. � y.._.., .. t•
g
AIPgDY� -
4 D - 168
PROFILE SHEET ADDED PER CITY OF AUBURN REQUEST R.H. 2B.RAC 2-15-BO FOR: JOHANNES DE BAKKER • CIVIL ENGINEERS
,�„°"[ORHARFERMA EXPANSION OF AUBURN MOBILE HOME PARK z77s
2501 85TH S .W. °ATLZ"`- � • LAND SURVEYORS
O[AwNC IOHNSON — 23O^ II A" `ST 2501 A H W. • AL AS SHOWN �IVVWv
'T ENO,
• INNERS
CM[CNL° TR;G(lf fYMML LLVILION
- a A..['O O"'[ AUBURN WASHINGTON 352-3337 A..AOv. ..A. NO N/A 201 SO. DIVISION • AUBURN, WA 98002 (2061941.2750 - 921-0339 2 or 2
82 D 893 SH 2