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z c o \ FILTER FABRIC FENCE SHALL / / ry - -
z \ \ \ _ BE CONSTRUCTED AND MAINTAINED /
W W 15' UTILITY EASE tf _
_ - - - - - - ALONG DOWNHILL EDGE OF CONSTRUCTION / � / �
2 \ \ EASEMENTS TO PROTECT WETLAND AND
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N7 0 ° 15' UTILITY EASEMENT/ I _ CONSTRUCTION TEMPORARY -ESEME T
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E 1304248.6409 - - - - - - -
- 0 C) `o E NOTE: 8" PLUG (MJ) WITH - - - CONTRACTOR TO REMOVE
3 ¢ �� - ALL UNDEVELOPED AREAS WHICH ARE " P AND 2" T P
!' SCALE 1 - 2'.0 2 TA £M . ( AND DISPOSE OF ALL
- DISTURBED SHALL BE HYDROSEEDED. BLOW -OFF ASSEMBLY NEW s° SIDE SEWER
Z N 190888.3755 EXISTING 4" DIA. POSTS
--' D �'-! ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON SHT 18 (TYPICAL) -
< . , E 1304366.1668 THIS WORK SHALL BE
W a CITY BENCH MARK #266 RESTORED WITH SOD.
�c 8" WATER: 45' BEND (RJxRJ) CONSIDERED INCIDENTAL
a'a ELEVATION: 247.87 FEET
�� E LOCATION: Intersection of NE 28TH ST I WITH CONCRETE BLOCKING I _ TO OTHER WORK
x " _ & Jones Ave NE.
m' E DESCRIPTION: 118" copper pin on 5" NOTE: i N 190945.9552
,E dio. round conc. mon. SIDE SEWERS SHALL HAVE A MIN. 1 HDA BENCHMARK "BM -17° E 1304436.2868
0.2 feet down in man. case. SLOPE OF 2% FROM THE SEWER MAIN I SET RR SPIKE IN NORTH I 8" WATER: 45' BEND (RJxRJ)
ot 74 11 c TO THE ADJACENT PROPERTY LINES. ROOT OF A 36" MAPLE
SIDE SEWER STUBS SHALL BE 6 FEET
- - - -- - -- - -- - - - - - - - - DEEP AT THE PROPERTY LINE IF POSSIBLE. ELEVATION = 264.00'
RI --- - - - - -- ----------- - - - - -- -----------------------
IN
SSMH 16
N 190890.5555
NEW 48" SSMH
E 1304248.6409 SDMH #4 N 190888.3755 N i- 98954.668E 190954.55
TEMP. BLOW -OFF ASSEMBLY NEW 48 ^SDMH , " E 1304366.1668 E ' 4A53,SB� 1304431.97
N� 1 0895.23 8" WATER: 45' BEND (RJxRJ) RIM = ^ro4^o- 264.79
E T- s34364 -14631 S 4 -367.1 WITH CONCRETE BLOCK IE 16" E = 252.86251 .49
°
t o CERTIFICATION �LZ� SSMH 5 RIM = 2''63:95 263. IE 16" SW = 232: 76 251 .39
�' ` HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL C> +'� a - LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ,� NEW 48•' SSMH
SSMH 4 N 4461189 q53 190 _24 IE 24" W = 3§2.32- 50.8 N 190945.9552
SDMH 3 IE 24" W = 252-23 2 0.9
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER (*. C" NEW 48 SSMH
� NEW 48" SDMH E ;�436� -3w4 -13043 56
MY DIRECTION. E 1304436.2868
91 N '^�-� 4f46.8^T'-=190 .19 N - ;;3041; --.117 180900.73 IE = 363.9b264.01 B" WATER: 45' BEND ,(RJxRJ
R� 6g*�>� E i3B4-1-4£:86Bi 13041 .03 E ' : ^,9-T 1304149.82 !E 16" NE _2 250.92 SDMH 5 )
w F.D. RINGEL L.S 23613 DATE: of RIM = ^E 251.162 RIM = 26-;.98 - 264.73 IE 16" W = �2 261.02 8
LAND IE 24" E =33I- 16249.95 NEW 48 SDMH
IE 16" E = 45 -�1-� 249.86 N '_C m---r 190 0.79
o owl sa /+ +/ IE 24" W = 25I.G8-249.85 IE 16" NW = 251.0 248.76 E 19695 .-866413044 46
0 0 0 a 8" WATER MAIN FROM RIM = 364:88- 264.89
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N 190899.4896 TO N 190890.5555 IE 24" E = 252.86 251.49
E a E 1304306.1071 E 1304248.6409
F3 e g IE 24" SW = 353 -7:r 251 .39
....................................... ..... .. ........ .. -------------- ---SHALL -BE- PUSH -ON -JOINT PIPE ----- --- ---- ......... .... --
- - 8 WAFER MAIN FROM : ..................
a
D_ .:? : TES BOOKING
w :......... 2 7 O ....:... ......:.........:.........:.... : .................:. ........:...................:.. .........------ -----TEST BORING-- ------- --"------- - - - N:190944.7206. TO N 190899.4896
............. .... ........:. ......E:1-3D4' 495: 7206 ... -E-13D'4306:T071._.. -.. -..
270.. . .
°
EXISTING
TP -I - - - - - - SHALL BE RESTRAINED
G GROUND: : - - - TEST BORING : JOINT PIPE AND FITTINGS "
: IN. COVER TP -2 --- - - - - -- ------------- - - - - -- --
- - - - - i - NEW 8" DI WATER- MAIN WITH POLYWRAP - H
3' M ER � _
260.. .:..... - - -- -__ _ -- -�- 60
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- - - - -' w ........
Ld
196 - - - - - - 6673 LF 24 C9 5- PVC SO ® =&536
Ld 198.3 LF OF 24" C905 PVC :SD ® 0.5% : ' - - - 221 - - - - -X
87
-
-243-92 LF OF 24" C905. PVC SO ® 0.5% OF 0 -
fN
...- ...... 2 5 0 .......... .... :.......... ........ ........... .... ..i".08 LF 0r 18- C905- PVC- SS' ®- O.5`Y,- - }4:34-LF-OF-16 °--0905 f-VG SS- ®0.5 %------- ------.. ...... ........... LF OF 6 C--- --- - - .W.........:� � 0..- .:.....
. 86:3- 1 PVC SS Q 6-530 - - " - _ . - - - - -
APPDX. BOTTOM APPDX. BOTTOM 8'4: fi
111 194 0.6% 218
- OF TEST BORE - _ _ _ OF TEST BORE - : Jrpytt V) _
p GROUNDW TER - - - P S.7 •i(V : -
A LEVEL
........... 240. NOV. 18, 199x..:...... " ..:.... .....:" - 2 4 0 -
------ - -. " "- - - - -- - - - -- - -- --- - - - - -- - - - - - -- - -- - " - - -- "---- - - - - -- - - -- -- -- ......... . ..... - - - -.- --------------- - - - - -- - ------ : - - - -- - �_
�:
APPDX. BOTTOM ALL WORK ON THIS SHEET IS SCHEDULE "A" _ =
... iTF' TEST " BORE ........ ......... -- - ------------------ ----------------------- - ------- -- - -------- -- ------ - - --- ----- - ------ .......
PROFILE SCALE
HORIZ. 1 " =20'
- .................... ............. ............ .... ............................... - ------ - - - -.-
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