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NOTE: GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN i D
FILTER FABRIC FENCE SHALL ABERDEEN AVE NE AND SSMH 6. THE ROAD SHALL 1
BE CONSTRUCTED AND MAINTAINED BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF I i � Qo
ALONG DOWNHILL EDGE OF CONSTRUCTION THE CENTERLINE OF THE PERMANENT EASEMENT. H DA BENCHMARK "B M -10"
EASEMENTS TO PROTECT WETLAND AND THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST ; J
WOODED AREAS. ROCK PER SECTION 9-03.9(3) (TOP COURSE) OF THE FACE POWER POLE,
STANDARD SPECIFICATIONS. I Z: FTI
FT1 I
F- ON E. SIDE ABERDEEN AVE. N.E. Li
W I 220'± S. OF N.E.TH T
W ; E. 2' S 1 i CITY PARKS
_ � ELEVATION = 285.43 � N > I � 'PROPERTY
i 1 < w
20' TEMPORARY i ��'� � 1
�_ CONSTRUCTION EASEMENT 1 U
W L)RUSH
---�i.� L�E
'RUSE c�10 ,sI O Z � ----
----------------
15' UTILITY EASEMENT - -V H LAW N 15' UTILITY EASEMENT/ _�`E T OR I� \ V A GRASS \ 1
\ /
i R R TIE R ET. WIC _
- - - - - - - i �, \ I ? �4 I N Tvl
BRUSH 3 PLE W
- -- -- - - -
®� PV SEWER � � � '
-- - -- - -- \ - I/
# �_ -------- i D
--------
- - �- -
SSMH 7 � � � �
S MH #8
f
CD-- --_-- -
'� - NEW 2 " PVC STORM INSTALL 20 LF OF 8 C'ss- 1.0✓ TO �`� �i DMH° #7
, nnn�6. 174- i
INSTAIY-� L� F 8 PVC N _ 19.7 �i
1 I _AWN AN CAP END. �N1+ 8" DI WATER ' E 13049 8�62
SS ® 0.5% , Z� ,�.,o ��.,�
U S H lE OF 8" AT CAP = 265.64 INSTALL ��SURFACE CLEANOUT TO AXIStING GRA� SSC �
" IE OF 8 AT C.O. = 275.20
W _NEW 6 SIDE SEWER
Q (TYPICAL) -------------------------
NOTE: 25' TEMPORARY CONSTRUCTION EASEMENT �,I i � ; I IA - / i� lI
�- HDA BEN HMAR "BM-15" SIDE SEWERS SHALL HAVE A MIN. OVERHEAD POWER AND TELEPHONE MAY REQUIRE -
SLOPE OF 2% FROM THE SEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN: I I o
SET RR PIKE I N NORTH TO THE ADJACENT PROPERTY LINES. I I \
FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET CONSTRUCTION. N 190936.8983
SIDE GR VEL DR VEWAY OPPOSITE DEEP AT THE PROPERTY LINE IF POSSIBLE. E 1304924.5005 I I'
' 6"x6" TEE (MJxFL) W/ C04C. BLOCK'
NORTHWE T CORNER, HOUSE #2623 1-6" GATE VALVE FLxMJ I I
ELEVATION = 265.42' ( )
1-6" GATE VALVE (MJxMJ) 1ll
I TO STL 1
NOTE: CONTRACTOR SHALL LOCATE EXISTING LOCAL 2-6" RO-MAC COUPLINGS W6"x8" INCREASER (PExMJ)
WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18
AREA AND KEEP THEM IN SERVICE DURING
CONSTRUCTION. THE WATER SERVICES ARE LOCATED
IN THE VICINITY OF THE EXISTING EASEMENT AREA. SDMH #7
SERVICES SHALL BE TRANSFERED TO THE NEW 8" NEW 48" SDMH
WATER MAIN UPON COMPLETION AND TESTING AND N 1919940.66� Zc 1 9 38.1 1
ACCEPTANCE OF THE NEW WATER MAIN. THIS WORK E 1304940.4 �c� 13 4957.66
AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM = �Q�T 285.19
BID ITEMS. IE 24" SE = 233.68 2 .31
IE 24" W = T 254. 1
SDMH #6 NEW 48" SDMH N 190936.8983 SSMH NEW 489 SSMH
z �, --, ,.- - � - E 1304924.5005
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER �, 1-''
N 19094 7 SSMH 8 N �44 5
0 Z = CONNECT TO EXISTING 190942.1
o - o E , 04648 Z A 771304650. SSMH 7 NEW 3�" SSMH WITH INTERNAL DROP 48" E 1364944.4222 1304960.02
w MY DIRECTION. # \
= o g o 6 STEEL WATER MAIN
"' o o ` 23613 RIM z` 73.58 273.39 NEW � SSMH WITH INTERNAL DROP 48 N 190944.40 RIM = 'oza2. r� 285.22
cn < LL < '�'s 3613 IE 24 E _ 54.eg252.62 N 190950. 42- 190950.43 E 1304909.65 IE 16" SE _ „- 5 254.64
Q ( N F.D. RINGEL L.S. 23613 DATE: j°hqL LOD IE 24" W = �gi 252.52 E 1304656.4 777 1304654.61 RIM = 0 285.88 IE 16" W = '�T254.54
RIM =� 273.63 IE 16" E _ �9- 254.37
EXPIRES 9/11/ IE 16" E = 2�T 252.73 IE 16" W = 25�g 235.27
cn IE 16" W = 253 95- 252.63 IE 8" S = 275.66 (Internal drop connection
z IE 8" S = 0 (Internal drop connection 264.67 to be stubbed out of manhole 20 LF CAD 1.0%
LLJ
N to be stubbed out of manhole 8 LF ® 0.5% and capped) BOT 8" 254.40 z
o and capped)
z
Of = _ C) Q of o o � 0 0
o= S� D oC9 c a Uo
vU-i 3 U a 290 �I CD Cy
O�
290
- - - n x O w -
c d
Q �
a_ : : 6" WATER MAIN FROM 8" WATER MAIN FROM
- N 190944:7206 N 190936.8983 TO N 190944.7206 - _
Ld ---.2 8 0:...-.....: E 1304495.7206 -E 1304924.5005......:E 1304495.7206 - -
I. _ --- . --- ------------ -------------
TO
- SHALL BE PUSH -ON -JOINT PIPE �--
o N 190899.4896 --
E 1304306.1071 EXISTING GROUND - - - - - 3' COVER MIN.
SHALL BE RESTRAINED N 190944.5097 TEST BORING = - - - - - - - - 6" MINIMUM CLEARANCE
m _ DINT PIPE AND FITTINGS - E 1304515.6721 -
B-1 1 _ _ BETWEEN WATER AND GAS
:.-.- O: M 8 GATE:VALVE (MJxMJ) :.-- .................:........... 6 F-.........:......... _ -
. . . - - - . . . . . �.�. .
- - - - - - _ - . ... - - - - gg -L - OF � 8" - DI..WATf R. MA .. .
- W .
W------------ : : : : : : W :
W
- 260 _ =----------------------------- ---------- -- --- .---------------------- - ------ ---- ..-------------..... 7. :.. cn: - �6-0
2�5- 30 .. ---- ------------- ----- ---- ------... .
209.51- LF OF 24" C905 PVC :SD ® 0.5% : : : : : : 2�fir LF OF 24" C905 -PVC SD @ 0.5% - - - - - -
- W - W
zo W - 'ter LF OF 16" C905 PVC SS CAD 0:.5% - - - - - ' - LF OF 16" C905 PVC SS C� § : 6 LF OF 16" C905 : PVC SS (�
- - 250: (n - --- ------222_5----------- .
255 0.6% = 50.4 0.3%
w : : : : : APPDX. BOTTOM
OF TEST BORE
ALL WORK ON THIS SHEET IS -SCHEDULE A C f���Z.
216
------------------------------------------- - ---- - - -------..-..: ........ . . ...........----------.... .......... ----------------:----------------------------------------- --------- �4-0 .......
- - - - - - - - -PROFILE - SCALE
HOR
230- - : : : : : : VERT. 1:„=10' : : : : : : 230 -
226
sciwnEDJULt 7 2001 S 0 4
JUL
26s
�\ . TiI,yJCHIONS
SCALE 1 "=20'
CITY BENCH MARK #266
ELEVATION: 247.87 FEET
LOCATION: Intersection of NE TH ST
& Jones Ave NE.
DESCRIPTION: 118" copper pin on' 5"
dio. round conc. mon.
0.2 feet down in mon. case.
I
(N 19094.�097
E 1304545.6721
11-8" GATE VALVE (M J)
I
INSTA NEW 3/4" METER AND METER BOX
AND ONNECT EXISTING WATER SERVICES
TO NE# 8" WATER MAIN. LOCATION
TO BE, FIELD ADJUSTED AFTER CONTRACTOR
LOCAT S EXISTING SERVICES.
I
I
CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON