HomeMy WebLinkAboutTED4002160.11390
DATUM ELEV
380.00
400
LOW POINT ELEV = 394.15
LOW POINT STA = 3+03.44
PVI STA = 2+85.95
PVI ELEV = 393.21
100.00' VC
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PVI STA = 1 +83.28
PVI ELEV = 398.35
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co PVI ELEV ! 399.48 LOW POINT ELEV = 393.91
60,00 VC I LOW POINT STA = 2+11.03
00 PVI STA = 1 +89.60
N 6 ca PVI ELEV = 393.65
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-. , IJILT CERTIFICATE I
I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMP. I
SHOWN HEREON ARE A RESULT OF A FIELD SURVEY
PERFORMED BY A REGISTERED LAND SURVEYOR
C.B. 5 (TYPE 1 STORM DRAINAGE SANITARY SENDER WATER SYSTEM
STA 1 +26 24 LT] HORZ LOCAT ON [:](HORZ LOCATION T HORZ LOCATION
C�
GR. EL.- �n� 39% � C� VERT LOCAT�ON `�JERT LOCATION VERT LOCATION
i '4-39
3 9S. $ CN) p OTHER
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PVI STA = 4+72.74
PVI ELEV = 396.48
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SHELT
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S-tf, ��$ STA 6+06 30 LT,
> GR. L.= "105-, - -790
INV. 1.35 `Y01• S"
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� 8" WATER CB 2' (TYPE 1 } GR. EL.= 3 97./
STA +18 16 f�T INV. 372.7 DATUM ELEV
CB 18 (TYPE,2) GR. L.= 3 .2 380.00
7RR � ! STA 0+ 4 1T CB 1 TYPE 1 INV. 37o, 12"CP P ®�-&%
OUT TO CB 17 _- - - - -_ 39 . - ) I -------- ------- I -
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FOR PROFILE CONTINUATION W. (IN,OUT 389 GR. EL. 3+�-59 37V,2 II CB 22A ( PE 1
389• INV. (I ,OUT) 398. 390• I
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GR. EL.= E39&414 377/
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of 45
PVI STA = 1 +60 LOW POINT ELEV = 402.14
PVI ELEV = 401.51 LOW POINT STA = 1 +36.67
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DATUM ELEV
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1l1Z:*k1100Rrc7-wZ. SEE PLAN SHEET 8 of 45
TF0-V/V-4p160
Lam..
1+37 19 R-
EL.= - -5102.s
1/004
1.670
3+00
SHEET 7 or 45
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4+00
CIr-rY (D1;' RENT(DIV
DEPARTMENT OF PUBLIC WORKS
�Sf0NAI
-7 - R,2160 ROAD & STORM PROFILES
EXPIRES 5- 7 5 0 s
3 Re
2 PER CITY REDLINES
7 PER CITY REDLINES
NO. ( REVISION
�PoE° .ASyq+F� SEE PLAN
.Q
28477
,DRUG
WWJ
U:V G
D WC
II I - 9G
7-2U- y4
HONEY
CREEK RIDGE
DESIGNED: D WC
DATE:
6 - 7 - g 4
FILE NAME:
DRAWN: WWJ
SCALE:
7 "= 40'
VERT. 7 "= 5'
WWJ
D WC
4172194
CHECKED: WJ/DC
BY
APPR.
DATE
APPROVED:
DIRECTOR OF PUBLIC
WORKS
SHEET: 73 OF: 45
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