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N � �,�i SIDE SEWERS SHALL HAVE A MIN.
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� (�, � � J SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE
- � DEEP AT THE PROPERTY LINE lF POSSIBLE. N 190145.1860
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?y Z ~ � _ �� I REINSTALL THICKENED AS °HALT BERM
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NEW 6' SIDE SEWER
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��aj as NEW CB /2 II MON. IN CASE I.L. 8 "i PVC(Ill�ll � - 3()6.13 c� I
N 190141.1967 c c ��
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rs `E !' HDA BENCHM K "BM -7" � � �', E 1305303.1548 I I � I I �!,
°' SET RR SPIKE IN N. i ; I SET RR SPIKE IN N. �, Q a
m E � FACE POWER POLE,
�E �� FACE POWER OLE, d II I �
I' , I S. S,DE N.E. 24TH ST. - �
ON S. SIDE N E. 24TH ST.
sy �) `= o » > �� 130't W. OF BLAINE AVE. N.E. � I °' 120't EAST OF BLAINE AVE. Q
a°� SCALE � =20 ELEVATION = 83.44' ., I � _.; ELEVATION = 304.11' i I � i �I
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a CITY BENCH MARK /1837 -'
$� / ELEVATION: 317.23 FEET
�- � °� LOCATION: Inl�raocllon o/ NE 25TH ST
1 ' � � � Edmonds Avs NE. � I _ _ _ _ . _ -_ _ _ - _ _ I
-I � DESCRIPTION: 2 -1/2' 6raaa disc on
coot. man. 0.4 /sd !n
moo. co ». SCHEDULE A"
cB 2s CERTIFICATION 1CK D h, � s �® ®� ,� a M Gn�y
NEW CB TYPE -1
z N 190150 4126 �� \'rte
3 � SCHEDULE A' E 13051 85.6521 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL „�� /'� g G±
� � ��' CB 23 _ RIM = 3g,'�yg2g2.41 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON a �
� � �� IE 12' S = "� 279.32 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER k+ r" SSMH 17
a <„� N +9B+kr3&6i 190142.71 MY DIRECTION. � #`
y E t395tB3�frfY1305184.$4 SCHEDULE A' 23673 NEW 48 SSMH
g RIM = 3B3:i6 282.49 �� N - 7�98+49�1 19 139.83
IE 18' W = �,?•6�277.50 NEW CB TYPE -1 F.D. RINGEL LS. 23613 DATE: ', JWu, y�9 E 1395566 =4#S7 13 567.30
RIM = 3fi336 313.01
i IE 12' N = Pii:63 277.65 N 199x- ?3.3984 190122.49 SSMH, jt16 � �'� 9�'/ IE 12" E = 3B++Bfr 30 74
z IE 12' S = irii.- 83277.95 E t3B5t98:97�tt 1305186.06 ., '
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W_� � - � LF OF. 12" W
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CENTERLINE "."����. .
N: 290
EXISTING o
W `�' � -'� GROUNDWATER LEVE W
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+�,t. OF 1 z': PVC SS o 5� � � APPROX. BOTTOM
. 181.5 OF TEST BORE
-68 LF DF 18' CPEP. SD o � ALL WORK ON THIS SHEET IS SCWEDULE "B" EXCEPT
73 ... ................2.ss� ....... ......... ......... ......... ...... - ', - _ - - - - - - - CB- #23; : 24; 25 :AND ALL STORM :'PIPES WWIC-W ARE....'. .
270:
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260
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APPROX. BOTTOM OF TEST BORE
ELEVATION 253.00
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PROFILE SCALE SCHEDULE "A" bt<ORK
HORI�. 1 " =20'
270
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