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#29 CUT -AND - PLUG
EXISTING- 15" STORM
CB #28
- - - - - - - - - --- - - - - - - - 11 #27
I.
233 WLI -CB #26 _7�
KENNE CK PL N.E.
-------- ---- --------------------------------------
- - - - - - - - - - -
---------- r
245
----- - ----- -----------------------
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MON. IN CASE
N 191640.6886
MON. IN CASE
425.3919
N 191 C
E 13
039096898 R /M�2 My NSF 1114)
HDA BENCHMARK "BM-1
(9
_C�L �A IN PC BACK OF 9
SIDEWALK ON SOUTH SIDE OF V111-4
Q�� I M%,'N CASE 2
CO N 409.8213
N
N.E. 28TH ST., 50'± WEST OF % CENTERLINE OF KENNEWICK PL. N.E. C v
E 1303914.6207
ELEVATION 242.96'
SCALE 195=209 TA
CB #29 Z& STA. CB AND REPLACE ABANDON EX. CB
NEW 48" TYPE-2 CB CITY BENCH MARK 1266 WITH NEW -5e TYPE-2 CS 48" N 197320.8596
N 191663.4319 191664.09 ELEVATION: 2447.97 FEET N 191427.9235 191429.91 E 1303967' 1224
E 1;5937-98.3059 1303797.48 LOCATION: Intersection of HE 28TH ST E 1,30i9li.57861303913.41 RIM = 243.09
RIM = 235.3e 235.34 CB #28 STA. & Jones Ave NE. RIM = 241.6e 240.88 IF 15" SE 234.89
IE 24 S = 228.65 228.66 NEW 48 TYPE-2 CB DESCRIPTION. 118" copper pin on 5" E 24" S = 2:5f.96 231.73 IE 15" NW 234.89
IE 24 N = 226.65 228.63 N 19163e.7459 191631 59 dio. round conc. man. IE 24" N = 2;3f.96 231.76
IE 6" W 256.ee 230.08 E 5 1303813-93 0.2 feet down in man. case.
RIM -35.= 3
a 3
;3!32:259 2. 5.64 IE 12" W =232 .88 233.21
IE 24" s = 229.e4 229.09 IE 8" SE = 234.8i 234.65
IE 24" N = ^29.9% 229-09
......... . .......
.IE 8 "-E _'." =230:48-------- -- --------------------- ------ -- - --- -------- --------------- ...........................
Allik Ak
CB #26
N -48" TYPE-2 CB
EW
N fg-I353.3963 1:91351.30 C 250
-- ---------- - -------- ---------- --- -- ---------------
E -1393942.236-31303943:38 --- ---- ------ - -
RIM = 243.00 243.03
IE 24" SE 23;3�6e233.39
IE 24" NW 2"-.68 233.35
ExIS�TING CENTERLINE ------- --------------
- - - - -- ------------------------ ----------- 240
----------
......... ......... . . . ................... ------------------ ----------- ---- --- ------------ ------- --------- -------- ................. .................. ...............
--- ---------------
- ---------
------------------ ------------ ----- ------------ REMOVE EXISTING 15" CONC. SO:
KENNE
----- -------
W'C K
- P'
MON. IN CASE
N 9,640 6B86
L E 1 303803.3143
-
REMOVE EXISTING 15- - CONC. SO
Ld REMOVE EXISTING 15" CONC, SO LF OF:24' CPEP
5�6- LF: OF 24" CPEP SO ®3 -245 SO @ 230
-
------------------------ ---- ------------ ----------- --------- ----- 2.-44%- .............
226 LF OF 24" CPEP SO 0 1.330 - 5
LF OF 24" 225 1.19%
:CPEP SO gj--�
36.5LF .1-18% 04
SCHEDULE 220
W ............ .......... ----------------- ------ --------- ----------------------------------------- - -------_--------- ............. ........... . ..........
: ------ ------
210 CERTIFICATION
I HEREBY CERTIFY THE HoRjkbNt AND VERTICAL' .... - - .........
LOCAT(ONS OF THE: TOPOGRAPHIC FEATU ES 'SHOWN HEREON vl
ARE THE RESULT OF A SURVEY MADE 11 ME OR UNDER -
MY DIRECTION.
823613 -
...... .... I � � F. D: RINGEL U.S.' 23513 DATE` . '<� . .......
TwP-j?--v62 t EMRFS 9/11/ 1
ALL WORK ON THIS SHEET IS SCHEDULE "C"
................... ...... ------- ------------- ----------------------------- --------- ------ -
PROFILE SCALE
HORIZ. 1 -20'
VERT. 1`10'
------- - - -- -- -- ------- --- -- -------- ------------- -- -- -------- ----------------------------------- --- -------- ......
ROLL 173
imm
210
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SI-121 1 1612 I 3_3