PZ - Pre Design Sheet 1 102819 I
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iE 12"= 594.4\\ w S
IE "CM =2593.86 I I` /
IE 1�"dONCt2594.79 \ I I I F SSM H A-1 O
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ACHD SIDEWALK EASEMENT ACHD SIDEWALK EASEMENT 0
w �� F� / v �/W R/W
55 % /� 1 45.0'
0 5.0' 33.0' 5.0' 1.0' a N
1.0' 16.5' 1.0' J
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16
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_ 2 1/2" OF ASPHALT PAVEMENT v
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1 IE I8"CMP-2 80 'Qq� 6 _ - a 1 1 CONCRETE SIDEWALK V +,
EXTEND 3/4" MINUS
4" OF 3/4" MINUS AGGREGATE c r
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_ 3" ROLLED CURB & GUTTER W/1' MIN. FLAT LANDING E - N E
°D 1 -Ec - -Ec _ _ (PER ACHD SUP DWG SD-702) 0.5' PAST BOC (TYP.) BACK OF WALK (TYP) o °� In 0
- -EG - - - -EG - 10" OF 6" MINUS PIT RUN > m
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CALL BEFORE YOU DIG.
@)BLOCK 1 m
CALL DIGLINE INC.
PRIOR TO COMMENCING
BLOCK 1 uriowwEiats pelow. UNDERGROUND WORK
208-342-1585
NAVD 88 DATUM Call detom you dig.
SCAL
VERT.: 1" = 3'
2601 2601 HORIZ.: 1" = 30' 2601 z
O
Cf) z
EXISTING GROUND LINE
2598 r1n2598 m w
PRELIMIN RY FINISHED GROUND LINE 0
U
— � ✓ 11 � z
2595 _ — — I -2-595 2595 z
Q ui
2592 2592 =
2592
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2589 X�898 2589 z E
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21 LF 8" PVC ® 0.60�
2586 2586 Stamp
o�F'SS�OSAL
NONyO
QOV7 17 8
2583 NN + = 2583 ON
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2580 Z �Z I--- 2580 Project No. RSC-1900
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LIN A —> Drawn By: RLC
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2 77 \ 2 Date: 28 October 2019
5 577 Sheet No.
p 1
4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +80 1 of 1