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C TY 2 ROVIDE WHEEL CHAT }.n `` - -- - -- _-
8,O L 9
STA 33+55 18,0 LT -
.�� � A END OF WALK ... I'
RIM EL= , . yyy•5 � r <
j I.E. PROVIDE 2 DRI 4Y ROPS - `�
26 -//33.
,� TIE TO EXIST. M IN AND
I.E. U y3 ' RELOCATE HYDRANT
.(16" H.P. PETRO. LINE E(S`l '
/ 2V» H.P. PE C. L NE yy _ l� s'/�, C TYPE
o� R� -18" CP P 5% P E
NOTE 1.. C DRAINAGE CONVEYANCE ALONG. . 1 Y NEED
cz
- - 5+ 0.33 1 .0' LT T FIELD ADJUSTED T AVOID EXISTING UTILITY VICES
�J 0 1'C P �y . /44.49
T RESIDENCES ALONG N ID OF STREET
EP EXISTING io 'S!o f3fl5. I
FROMC T 68A MAINTAINA MINIMUM0
I'~,< (� . y38.9 �$o � L AND 1' CE COVER
Ls f1. _ $s0 \
�P EXISTING THICK. EDGE O,' �. - i P
- EXIST C" D.I. i
<�_t '� C 4TYE1
A 6+ 0.7 1 L NOTE . ANY DISTURBED SURVEY MONU T
ROVIDE WHEEL CHAIR RAMP) f` I L= 44 .3 T REPLACEDAND E MONUMENTS
;CESS N I. . ) 435.3
X RE AT POWER POL A TO INSTALLED WHEREEW ROADWAY
JT C TYPE 1 E D CURBS AT �� I.E. y'•� I I G CONSTRUCTED TWE N 1 SEA 10TH SE.
STA. 3 .78 2.0'R �.O T A SITION TO H CKENED EDGE c °
RIM L= 3. 16' 30' R "W 'B 3A TYPE 1 �.
I.E. IN `GUT= 9.8 TION 9 - LEGEND
TA 35+0.3� 1 ,�
1 99 1� ' s � �.:65 TY� � E 1 ��
4.7 -1 CP 1.0 ® Q II I N'gZ4a A x BARBED WIRE FENS_
l I.E. O I= 8 Y3q.1
STA 37+82.15 1 .O LT C�SCALE
` ❑ ❑ WOOD FENCE
O' 99 EL= 441 . V3 14y' , Z x O CHAIN LINK FENCE p tiD0
I 36 CPEP
I �- /�
® \✓ I.E. £ ' y3 7 O TR TELEPHONE RISER -
o. I.E./
/3� 3 + PP UTILITY POLE
I . SH v F- GA GUY ANCHOR
�. AR G k \ + 21 FEET'
FIE D GRADE TO E IMINATE %� `
PO ING AT INTER ECTION.® B 64A OTY 1 1 sHED x inch C tL
STA 36+80.3 � .0 �T r' SANITARY SEWER M.H.
RIM EL= 440.33 V �< j �, RIM = 44516
LEGEND // _ -
E OUT 'y38i1� " /+ " IP 8" S = 434,46
- - 44A 0
BARBED WRE FENCE 1. w 36' " CP 5% x, x +
WOOD FENCE Jr
CHAIN LINK FENCE \ HOUSE x x x-- x x
'ELED-ONE RISERa x x / RE
y`, S DER M.H.
UTILITY POLE N co w x 440.0 } J E = 435.56
\ L TYPrE 1 ' Ix ®� i - 8" W = 435.46
GUY ANCHOR STA 40+ 0 . ' LT - ---
a ¢ 5 A TYPE 1 _ C TYP 1 E E NOTE 1)
C I 44_1 42 I 1
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PROVIDE MIN 0' EOP RADIUS
AT INTERSECTI N
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A 3732,1 ' RT . x A. 41+ 3 1 .0 L EXISTING
' '� CB 69 TYPE 1 SEE NOTE 1
R! L® `/Y/. 2 . I I I EL= 'gA13 • ,2 STA. 42+ 13 RT �1
,� OUT STA. 44+91..3 18.01
I.E. OUT 437. ✓ . . II I.E. UT= /,`13?,5 1-8 90 BEND, M.J. RIM _
442.7-8 3 9®1 99 CPEP . e PROM EEL CHAT RAMIP ,®1 99 ADD PAVI G, VERTI AL 1CURBNCART BLOCKING II.E. OUT® yH7 8 '
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6 SIDEW LK ALON NORTH SID OF S.E. 101 ST
R-3MOW Ewe ce BA ATE ALVE, M.J. RELOCATE EXISTI£ G HYDRANT TO BACK F WALK
L- 116 RIM #'►�� TOT ING • °TH FROM CEN ERLINE = 18
ASPHALT
IF REQUIRED BA ED UPON FIELD CONST UCTION STAKING
ASPHALT F CRO S CTION SHEET / 0 1
-� , = DRIVES APHALr END ALK AT CURB P.C.
,- _1 8 TY E 1 , ASPHALT 1
STA + O P : 4� - , W.M, e DRIVE DRIVE DRIVE LT ASPHALT
RI EL®441.42W'M i- W.M. FH w/VALVE DRIVE
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RIM y36, 2 CB B E 1 C 68A T�,
IE (E•S)® I F L= R! L= .Y 3, 7
AV ! I 1 � I.E. ,W ® I.E. NIW)= R,
LOW POINT ELEV = 440.69 HIGH POINT ELEV = 442.43 LOW POINT ELEV 441,T8
LOW POINT STA = 36+80.37 HIGH POINT STA = 38+65.54 LOW POINT STA = 40+00
Oki! STA = 37+00 PVI STA = 38+50 PVI STA = 40+C ^
'I ELEV = 439.92 PVI ELEV = 442.78 PVI ELEV = 441.:
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I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMS
SHOWN HEREON ARE A RESULT OF A FIELD SURVEY
PERFORMEDBr A AEGtSTERED LAND SURVEYOR
STORM DRAINAGE SANITARY SEWER WATER SYSTEM
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