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NOTE: GRAVEL ROAD RECONSTRUCTION WILL BE BETWEEN D
FILTER FABRIC FENCE SHALL ABERDEEN AVE NE AND SSMH #6. THE ROAD SHALL CU
BE CONSTRUCTED AND MAINTAINED BE 15 FEET WIDE, 7.5 FEET ON EITHER SIDE OF F-9
ALONG DOWNHILL EDGE OF CONSTRUCTION THE CENTERLINE OF THE PERMANENT EASEMENT. HDA BENCHMARK "BM -10"
EASEMENTS TO PROTECT WETLAND AND THE ROAD SHALL BE 6" DEEP COMPACTED CRUSHED SET RR SPIKE IN WEST D I s
M WOODED AREAS. ROCK PER SECTION 9- 03.9(3) (TOP COURSE) OF THE FACE POWER POLE,
STANDARD SPECIFICATIONS. 3: ITT I w
ON E. SIDE ABERDEEN AVE. N.E.
W z I a
220'± S. OF N.E. 27TH ST.
W ELEVATION = 285.43' 3;: CITY PARKS
3: �' � w PROPERTY
20' TEMPORARY ��� V~i
CONSTRUCTION EASEMENT z
W `v BRUSH , O Z a
-_ - - -W - - -- "5 - - - -- �° BRUSH �\ S
-- iii- - . ' / J r - - - - .��- - - 1- �. r / \ \ \ \I \ /' 15'�UTRITY EASEMENT - , LAWN LAWN �I
- f UTILITY EASEMENT' 1 TEST BORING \ \ ) \ (, PAS ; ` J�-1
\ \! \.\ )✓ R/R TIE P.ET. WALT 4'P
BRUSH
- --
_ SEWER (I I
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' �- -- �- -- - -- \ - -- - - `\ - --- )_ - -/- SSMH /8 A
h
„ .. ,�. _. ,= •L ,_ ..:.:- :,,, -.s SSMH 19
AWN I r / / / b - - -- - _ - -_ - \
N 190941t.S`097' r - I I (�(� r ) )', NEW 2�" PVC STORM INS ALL 20 LF OF 8": PVC�3`O 1.0X TO \ *� - \
E /3049%5.6721 / J ,INSTALL B OF 8" PVC \ N f999Pf.4"&1�1p.70 11 I
1 -8" GArE YALVE (M J) AWN SS O 0.5X AND CAP END. I1$M 8" DI WATER \ \ E,Ta 1�908� I 1 1 \
�E ?• DFUSH IE OF 8 ",AT CAP = 265.64 INSTALLE'CLEANOUT TO EIXISTING
S
INSTALL METER BOX L - - - °..- ( - - -- - - -- - - -- - IE OF 8" AT C.O. _ .275.20 1 I o
.,SERVICES W (TYPICAL SEWER - •4---- - - - - -- - -- - -- - - -.- � - - - -- -_��.g �,= 1 / III y O7
NEW 6" SIDE
TO NEW 8 WATER MAIN. LOCATION i - (Y j� - - o C I I I
TO BE FIELD ADJUSTED AFTER CONTRACTORS IY \ T v r
LOCATES EXISTING SERVICES. U NOTE• 25' TEMPORARY CONSTRUCTION EASEMENT) `ti W III I I `;� m N
JM. ST NCHIONS SIDE SEWERS SHALL HAVE A, MIN. \ I ( - \ I =E
HDA BENCHMARK "BM -15" OVERHEAD POWER AND TELEPHONE MAY REQUIRE -
�% SLOPE OF 2X FROM THE iSEWER MAIN TEMPORARY RELOCATION TO ALLOW ROOM FOR CUT IN:
SCALE 1 =20 SET RR SPIKE IN NORTH TO THE ADJACENT PROPERTY LINES. CONSTRUCTION. N 190936.8983
FACE POWER POLE, ON SOUTH SIDE SEWER STUBS SHALL BE 6 FEET E 1304924.5005 \ 1
SIDE GRAVEL DRIVEWAY, OPPOSITE DEEP AT THE PROPERTY LINE' IF POSSIBLE. 1
6 "x6" TEE (MJxFL) W1 CONC. BLOCK 1
NORTHWEST CORNER,', HOUSE #2623 1-6" GATE VALVE (FLxMJ)
CITY BENCH MARK #266 ELEVATION = 265.42' 1 -6" GATE VALVE (MJxMJ) 1 ; .
ELEVATION: 247.87 FEET 2 -6" RD-MAC COUPLINGS DI TO STL I
LOCATION: Intersection of NE TH ST NOTE: CONTRACTOR SHALL LOCATE EXISTING 'LOCAL 6 "x8" INCREASER (PExMJ)
& Jones Ave NE. WATER SERVICES TO HOUSES ALONG EASEMENT PER DETAIL ON SHEET 18
DESCRIPTION: 1/8" copper pin on 5" AREA AND KEEP THEM` IN SERVICE DURING
dia. round conc. man. CONSTRUCTION. THE WATER SERVICES ARE LOCATED
IN THE VICINITY OF THE EXISTING EASEMENT AREA. SOMH IJ7
0.2 tssf down !n mom case. NEW 48" SDMH
SERVICES SHALL BE TRANSFERED TO THE NEW '8"
WATER MAIN UPON COMPLETION AND TESTING AND N +9994A6666 1 11
ACCEPTANCE OF THE NEW , WATER! MAIN, THIS 'WORK E - 1d44944404416 1 •86
AND PAYMENT FOR IT SHALL BE INCIDENTAL TO OTHER RIM .1�
BID ITEMS. IE 24 SE = 46frii 1
CERTIFICATION IE 24" W = 46644 -254 1
ARE
LOCATIONS RESULT F THE F THAT THE HORIZONTAL AND VERTICAL POP SURVEY PH MADE 9Y S O UNDER Pr NIEWH48 SSDDM 1 SSMH 8 CONNECT 24. EXISTING SSMH /9 N 190936,8983 M
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON NEW 48" SSMH
TING N - s#44g & 190942.12
MY DIRECTION, E 4384648n3133+I3W�0. SSMH 7 NEW - SSMH WITH INTERNAL DROP 6" STEEL WATER MAIN E �4 - 1304960'02
2M3 RIM = 4T35b 273.39 NEW 6� SSMH WITH INTERNAL DROP 49 N the e;�6 190944.40 RIM - 4eP�+�62l6.22
1304909 66 I �6e- e1s254 d4
F.O. RINOEL
IE 24 E =464- @9252.62 N +6996er844b 190930.43 E 1''JAylA. I E 16 SE
LS. 23613 DATE: LepC IE 24" w _ -099-* 282.32 E 0 60 06661 005F 1304654.61 RIM = B66:ee 200 IE 16" W = *09.49. 234.34
RIM = iAi3rd8 273.63 IE 16 ' E = e66-00- 284.37
nAe sM /ee, IE 16" E _ ','eso..99 232:73 IE 16" W = 466.!! 235.27
I 1E 16" W = too -99-252.631 IE 8" S = #F94aj (Infernal drop connection
I
IE 8" S = 46644 (internal drop connection 164.67 to be stubbed out of manhole 20 LF A'' 1.0X.
'to be stubbed out o `8 O 0 5
u of manhole L X '
h F c ed '
and a
Bdi 6' 284:40
and 'capped) PP )
9Q........... ............................... °. °�.Y ............................ 290.........
a 2�
od 8" WATER MAIN FROM 8." WATER MAIN FROM - - - -
N 190944.7206 .N 190936:8983 70 '11 190944.7206 -
: oo nn E 1304495.7206 E 1304924.5005 -E 1304495.7206 6, p
w...S34J ...... ............................. :.�.U.Q...:.,..
TO: SHALL BE PUSH =ON :JOINT' -
o N 190899:4896 - - - - - _
: EXISTING GROUND - - - -
E 1304306.1071 - - - 3' COVER MIN.
SHALL BE RESTRAINED N 190944.5072 TEST BORING _ - - - - - 6" MINIMUM CLEARANCE
DINT PIPE AND FITTINGS : E /304515.6721 - ,
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