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� NOTE:
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GRAVEL ROAD RECONSTRUCTION WILL BE BET WEEN
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FILTER FABRIC CTED CE SHALL AINTAINED ABERDEEN AVEINE -AND SSMH #6. THE ROAC ::ALL' : : CO
> FEET : -
ERLINE OF THE PE ON EITHER SIDE OF
1 V EASEMENT. I BENCHMARK "BM -10" �
ET WIDE, 7.5
z ALONG DOWNHILLIEDGE OF CONSTRUCTION. THE CENT RMANENT
,�® W EASEMENTS TO PROTECT WETLAND AND THE ROAD', SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST 0
WOODED AREAS. : ROCK PER SECTION 9-03.9(3): (TOP COURSE) OF THE FACE POWER POLE,
ON E. SIDE ABERDEEN AVE. N.E.
STANDARD SPECIFICATIONS. m
220'f S. OF N.E. 27TH ST,
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ELEVATION 285.43' CITY PARKS
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will N : 20' TEMPORARY
W Z y, CONSTRUCTION EASEMENT
CO
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-UTILITY EASEMEN-� (Tl 15 4-Ir JILL UTILITY EASEMENT'
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..N::190944:5097 1.. : INSTALL 20' LF OF S..PVC SS 1.0/ T0. n
,, r-,. � ... r� ... 1 �:. I NEW 24. ..PVC STORM , 1,.
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-:E �.1.3045>k5.6721 .,9#45:. 0:- 1
, ;, � LF- F 8 PVC ,. N 19091!9.7
li , rINSTALY- B0.:I�r TER _ . HAW WA
1 : 1 8 GAE VALVE M' J : I.: .I :: N CAP; ��. : I :.� E 13049O8.R2...
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� �. ! I.,z I. 1 ,.,. SS � 0:5.G AND �.
_ -. EXISTING ,.
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[-... li,'.. 1 :. �FJI_; -I I 'I GRADE I.
I 1 11 1 INSTALL�E CCEANDUT TO
11... -., O I � : F...B.. AT -CAP: - ..:265:64. I
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w' 1 :, I 1 I 1 I » _: 275.20
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1 : :,.. I INSTA ..,NEW 3.4.,METER
AND METER X .�. � I, :'I I I
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"SIDE
a:.. �: LiS. 1 - -: - ._..I.. K
1 AND':CONNECT: EXISTING WATER. SERVICES ::.I,. 1 - - a
.:, TYPICAL . - - -. 1
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of I I WA :.:MN CATION',:.,. � .. I I I 1 � I, ---- .- _- _:_._-
�: '. s._ ;: j.. TO NEW 8 TER AI . LO �. I I 1 , � "I �
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TO.DE:EIELD ADJUSTED AFTER CONTRACTOR : �
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' `I V(C I. ! I : �.., J I � I: : 25' TEMPORARY CONSTRUCTION:EASEMENT �
LOCATES. EXISTING. SER ES NOTE. 1
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3: 1 ,T. ti, :"v_ » SIDE SEWERS SHALL HAVE
.: I I:.'.I�... :' .., I. ..,' -: ':�.'. :.:.II II:.. OVERHEADPOWER :.AND:,TELEPHONE:MAYREOUIRE'
HDA' BENCHMARK. 'BM 15 1 .. I .:: I r
oLOPE OF 2 6 FROM THE SEWER IMAIN
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• �`TEMPIO ARY RELOCATION TO FOR .CUT: IN.:
-., 1 I f....1 f. ,:I. I. II I. .,. 11 I �. I,I N,.. �:.. � : � I
1 : a f SET, RR SPIKE IN
NORTH TO THE.IADJACENT PROPERTY LINES.! I
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1 ':, 1 , �.,..:•. _ .. (::.CONSTRUCTION. N 190936.8983:: ..
c SCALE � - Z O I 1: I r. 1 I SIDE SEWER STUBS SHALL BE 6: FEET I [: I I I I
FACE POWER POLE.;ONjSOUTH ,
E 1304924.5005
mo L
f✓ 1 1 c 1 i' �. LINE IF ..POSSIBLE..
1 , 1.... : : DEEP AT THE PROPERTY ,;
° SIDE GRAVED DRIVEWAY, OPPOSITE 6x6 TEE MJxFL W CONC. elocK
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pw NORTHWEST- CORNER, HOUSE #2623 I GATE' VALVE
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MARKi 266 I 1 -..j I 1.,. ', !:.. 1 :.. 1.,,. I ELEVATION 265.; 42 1 'I: I : :., : , 1.. 6 GATE' VALE (M x ) 1
¢.,.
2 -6" cN.I:'ELEVATION: 247.87:.�FEET RO -.MAC COUPLINGS DI' 1'0 STCI.
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r. :' I1 : NO:TE.. CONTRACTOR SHALL LOCATE EXISTING LOCAL 1 : 1
�� rn LOCATION.: Intersection of NE' TH ST 6x8 INCREASER (PExMJ)
1 1 1 WATER! 1 SERVICES: TO HOUSES ALONG', EASEMENT 1
oo &Jones Ave NE. '.i. .i, : , I:. : PER DETAIL ON SHEET 18
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AREA!, AND' KEEP, THEM IN,SERVIICE DURING.. : 1
8 copper In on S
DESCRI PTION.: 1 0 pin 1 I I 1
SERVICES ARE LOCATE I 1 I '
: CONSTRUCTION.: THE .WATER R R T I
on.. 1
: dra.:reundl "conc•.m. � : I 1.. 1 I. -.. ;I. : � 1 1 1. .I
1 III' G.': EASEMENT A :.I. : SDMIi #7
a down in man. ::case. IN THE 1VICINITYOF THE ,.. 1., AREA. I. !_
0.2 feet ..., THE, NEW 48 S,OMH I SERVICESISHALL:BE TRANSFERED TO TH NEW 8 I N - ks9949GGa6 38.1111 WATER:: MAIN UPON COMPLETION AND TESTING': AND 19 a E W A ER AIN :: THIS WOR E i3B4948 -9 5rn• 1 57.88' ACCEPTANCE OFTH NE W T M K Awl
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RIM' _ - - --.._ 285.19
SHALL BE' INCIDENTAL: TO OTHER
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AND PAYMENT FOR IT I HA 1 H
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BID .ITEMS. � I I ''. � NI�..��
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CERTIFICATION 4 Q.. SSMH 9
11 11 '.!; I..1 SDMH,: 6 :.1
..I 1 .,,.I. # '. 1. 1 1 1 N 1 190936.8983 I.. .,
I;_HE CERTIFY THAT HORIZONTAL, VERTICAL
�� (.� NEW48 SSMH -
10CATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON aC � NEW 48 SDMH E 1304924.5
Z DER L*y t" N 1909 SSMH #8 CONNECT TO EXISTING N o9opsir6r6G-190942.12
o ARE THE RESULT OF A SURVEY MADE BY ME OR UN E - 1�e4s�a+��i'304850. SSMH 117 NEW SSMH WITH INTERNAL DROP 48 E ±? ?•!!!???1304960.02
_ �o RIM _r==�� 273.39 NEW SSMH WITH INTERNAL DROP, 48" N fi999{✓ l 190944.40 WATER MAIN RIM = �9�- X328522
€ s$ MY DIRECTION: 23873 » - E e51304909.85 6' STEEL IE 16" SE = ` 52 ;x:
_§ O I E 24 E- �5+.es252.621 N {eaebe,;Q29190950.43,1 •
» E'- t3a4s563304634.�1 RIM = X85 -9r} 85s8$
1 DATE I:I IE24:: W - 4533 *52 �IIE 16 W ----- .254.54:
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F.D. RINGELI L.S. ,236 3 11 �I� I 252.
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11 ' RIM: - zi3:5S IE 16 , E - a55��254.37 1
273.83
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IE 16 E. .�z�54- 95x252.73 ��� I I I I.. :IE'...16 W i55r£9.235.27'.:
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IE'..16 ..453'4✓ It SI 91399- Internal 'drop, connection.
I W. 252.63... I 1 ( P I
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I of manhole 20'LF (P 1:.0�
_. ': o ec o �. to be stubbed m 1 111
IE.$ 5.:.. �sB Internal (drop c nn tl n 28467: :,.I
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to be stubbed lout of manholel8 LFI ®0.5.G "I dndl capped) �,.$.: 254.40.':::
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WATER, '. MAIN FROM I I B'i WATER MAIN FROM' I I : I : �:_
¢ : N 1909!44:7206 1 11 - N' 190936.8983 TO N 190944.72061
280
E 1304495.7206 I' : F_ 1304924;5005 E'.11304495..7206 : 'I, !1. _ ..... ' ...............:..�.........
¢ - 1 � I SHALL :8E PUSH ON: JOINT PIPE - .
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N 190$99:4896 ''I 1. : - OUND'I,;: --r
LL EXISTING GR _ - I- - - - - - COVER MIN.
1 E 1304306.1071 '.1. I... : 1 : _ - - -. - ':.. 1' ' 1 :I 3 .. 1,
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1.:. BE RESTRAINED
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1, ,.SHALL �,.. 1 � I TEST. BORING _ � �. 1.. � ... I 6, °:MINIA1Ufv1 CLEARANCE'1. _
r ".DINT PIPE AND FITTINGS E 1304515.6721:. :. :. '1. _ .. 1 1 : 1 E AND AS .
m B 11 BETWEEN WATER C ,
8" GATE , ALVE!':MJxMJ 1 270
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499:31- LF OF 24.1 1C905 PVC SD ®0:5% ! i
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77'�XB LF OF 16" C905 ;PVC SS ®
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oz z fi9:3sl LF: OF 16 C905 _PVC SS ®. 0:.5% 1 _ 255 LF OF i 6" C905 PVC SS ® z
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