HomeMy WebLinkAboutS-21622ANEW 48 SDMH
N ' ^ ^',��S 1 0429.27
E,- .�549r 7-s.T 1 051 17.40
RIM = 38#.68 283. 7
IE 24" S = 258.792 7.70 SSMH #12
IE 24" NW = 258.66 7.60 NEW 48 SSMH
N �,n --rte 190432.16
E - ;- �,- � -�-w�2 1305121.16
RIM'= ze4.56283.97
IE 16" S = 258.77 257.65
IE 16" NW = 258.67 257.55
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NEW 'CH.AlN LINK FENCE SHALL BE PER i
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N ' ^ ^',��S 1 0429.27
E,- .�549r 7-s.T 1 051 17.40
RIM = 38#.68 283. 7
IE 24" S = 258.792 7.70 SSMH #12
IE 24" NW = 258.66 7.60 NEW 48 SSMH
N �,n --rte 190432.16
E - ;- �,- � -�-w�2 1305121.16
RIM'= ze4.56283.97
IE 16" S = 258.77 257.65
IE 16" NW = 258.67 257.55
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NEW 48" SSMH WITH OUTSIDE DROP
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RIM = 384 -:99 281.32
PAY LIMITS FOR SOD RESTORATION
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LIMITS FOR SOD RESTORATlON�
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NEW 'CH.AlN LINK FENCE SHALL BE PER i
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BASEBALL FIELD.
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COURT SHALL BE
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THE COURTGSHALLNY
29 LF OF 12" CPE i
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ENTIRE COURT TO
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HDA BENCHMARK BM -9"
SET A PK NAIL IN EAST EDGE,
SD ®0.86%
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BASKETBALL COURT IN
CONSTRUCTION THROUGH THE KENNYDALE
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B P284.98'
LIONS PARK AND ITS PARKING LOT SHALL TAKE
PLACE IN THE LAST THREE (3) WEEKT OF
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ELOEVAT ON
AUGUST 1998 OR AS APPROVED 8Y .HE ENGINEER
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SDMH �i0
NORTH THROUGH PARK
NE 24th ST
N ' ^ ^T�, -5T6� 190154.19
E +-sn� ^ ^^ ^' °' 1304981 68
NEW 48 SDMH
N ' ^ ^',��S 1 0429.27
E,- .�549r 7-s.T 1 051 17.40
RIM = 38#.68 283. 7
IE 24" S = 258.792 7.70 SSMH #12
IE 24" NW = 258.66 7.60 NEW 48 SSMH
N �,n --rte 190432.16
E - ;- �,- � -�-w�2 1305121.16
RIM'= ze4.56283.97
IE 16" S = 258.77 257.65
IE 16" NW = 258.67 257.55
`�
270:
NEW 48" SSMH WITH OUTSIDE DROP
N ' ^ ^�- �;:6;- 47190135.08
IE 12"
E = 278�BB279.99
E " ^-�,� ^�-�� 13051 15.80
IE 12"
N = 378:88 279.87
RIM = 384 -:99 281.32
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96.5
- 8-2:2 -3 LF OF 24" '
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C905 PVC SD ® 0:5%
REMOVE EXISTING CB AND
IE 12" E =373:86 - 272.72
REPLACE WITH NEW CB TYPE -T
N ' ^ ^-,�, -895- 73190154.19
IE E = 259.42
v%
83:2-3 LF OF � 16"
RIM = 23-282.08
IE 12" S = 4SB.25 279.95
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IE 4" E = 28;-0' 280.81
C905 PVC SS ®635b :
RIM = 28-t:B9-281.28
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IE' 18" E = 36:1- 4275.32
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CITY BENCH MARK #1837
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
DESCRIPTION: 2 -1/2" brass disc on
coot. moo. 0.4 feef in
mor.. case.
-� EXISTING GROUND
CB $21
NEW CB TYPE -t
N i9Bfi49:9387-190149.38
E X3854 -� -#383 i 305114.23
RIM = 284 -:88 280.88
IE 12" N = i7frEB- 276.74 -
IE 12" S = ;t�6 =BB- 276.67
CB 22 _
NEW CB TYPE -1 WITH VANED GRATE - _
N H- 3o^;�r 6TH 190155.99 =_ -
E -4--� - 31305113.72 -
R1M�= �- ��280.58
iE 12" S = 2- 76.-BS 276.77
-( E- 12"- W.. 37fr.95276.90-------- ------- --- ---- ------ --- ----
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0.6�:
5 LF OF 12" CPEP; SD ®- i -:9:G;
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-li-- LF OF 12 "- CPEP SD � 3:BSE
289.7 0.69;
2-9032 LF OF 24" C905 PVC SD ®;3:✓S6 � - - - � � � -
ROLL 773
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SSMH 13
RIM = 384.58-284.39
NEW 48" SSMH WITH OUTSIDE DROP
N ' ^ ^�- �;:6;- 47190135.08
IE 12"
E = 278�BB279.99
E " ^-�,� ^�-�� 13051 15.80
IE 12"
N = 378:88 279.87
RIM = 384 -:99 281.32
IE 16° W = 36B:3E259.22
./�36
IE 16" N = �6- 259.42
REMOVE EXISTING CB AND
IE 12" E =373:86 - 272.72
REPLACE WITH NEW CB TYPE -T
N ' ^ ^-,�, -895- 73190154.19
IE E = 259.42
E ;�49n;-:4845 1304982.20
SDMH #11
RIM = 23-282.08
IE 12" S = 4SB.25 279.95
NEW 48 SDMH
N �--- • ----�T 190139.63
IE 4" E = 28;-0' 280.81
E ;�39�1- t4:e3d4 13051 12.17
RIM = 28-t:B9-281.28
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IE. 24" .W. _. 350,38- 259.78......
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- IE: 24" N = 369:24 258.7$
-
IE' 18" E = 36:1- 4275.32
IE 12" N - ^'_ '° 274.80
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LF OF 12" CPEP ;SD ®2
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LF� OE- 16" -x905 PVC SS- i� 8-5?s.�..
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CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
- LOCATIONS OF THE�TOPOGRAPHIC FEATURES SHOWN HEREON
- : - - - -ARE -TF16 - RESULT - OE �A SURVEY- MADE- BY� ME- OR� UNDER_
_ MY DIRECTION. - _ :
F.D. RINGEL L.S. 23613 ;DATE:
--
w ... r 240:.
f �esrsnf'°
�L I.ATi9 -
EXPIRES 9 /tt/ - � - - � � O -
sc:af�r���l JUl z y 2�Ci S 2 1 6 2 C
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