HomeMy WebLinkAboutP_P04_Preliminary_Utilities_Plan_170503_v1HIEVI51UN5:
EX. FIRE HYDRANT
APPROXIMATELY 105'
WEST OF SITE)
PROPOSED DRIVEWAY APRONS
TYP. R1 B PER STp PLAN 104.3 (TYP)
7` -` Y+'- -- w ---- ---- i --
PLANTER
- - r TRIP
Lsa -
STORM CONTINUATION -----ss
& CONNECTION - --_ $_ _ _
(SEE SHEET P03)
kD_
-5' SIDEWALK I
ff
PORTION OF NW 1/4 SEC 321 T 22 N, R 5 E, W.M.
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Of W
5.5' DEDICATION- -=--- I 30' HALF R.O.W.
I I 8' LANDSCAPE
PLANTER
0.5'
5' CONCRETE 22'
SIDEWALK
NEW VERTICAL
CURB & GUTTER 1
L
�SAWCUT LINE
EX. PAVEMENT
REMOVE EX. PAVEMENT
IE x s✓ .,.
7kp
116 o
=- w
16' WIDE PROPOSED
DRIVEWAY
APRONS (TYP)
6' (4 -
�1 4s"s -- i ----ss
156TH AVENUE S.E. (A -A)
SCa..e= rwV
IFA
OSED WATER SERVICE CONNECTION (TYP)
�y
PV( 44,1.
VERTICAL CURB
& GU TR
-NEW A
METER SERVICE
---ss
2%
NEW VERTICAL
CURB & GUTTER
5' CONCRETE
SIDEWALK
8' LANDSCAPE
PLANTER
r0.5'
X13'—�I
S.E. 2ND PLACE (B -B)
SCA .B rwa
PROPOSED SIDE SEWER CONNECTION (TYP)
z
5
CENTERLIN REMOVE EX. CB SID STORM
R -O -W IN 2ND PL. FROM `�/AULT
w
/ -
_A r
- - 30 13'
___ss_ s --- ---ss
m
;ATE EX. PER
ATO BACK OF SIDEWALK
0
-SAWCU , 671 LF / W - - ---
EXI. ASPHALT f (EX. WA R MAI)
-P.P. 2ND PLACE
___ ltzs A""* 6' (TYP-
ri
20 0 10 20 40
GRAPHIC SCALE
SCALE-. r•2O'
EX. FIRE HYDRANT{;
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- _W_ ,
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DRIVEWAY
APRONS ( )
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z
48.
1444 I IX 70.0- I I I -.
7Q.0'
W871,E 349.244REMOVE EXI TING 1
_ Q
METER & MTER BOX
L=S -8.6' �X
a I I I i I I 1 I 7 I 1/ I \ 1 8 A=88.5'
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• WI— _ II I I
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R=25_
, 15: L= 38.
A=88.5
DE PROPOS_ED_ o R_25LPROPOSED D IVEWAY.,-C (TYP) RELOCATE EXI NG POWER
A 466
1 OTO BACK F SIDEWALK 'DETENTION VLT
P(SEE SHEET _ 3 I PAD=45
rQ—
PAD
G
PAD_456
I I I PAD= 59 I I I 16 WIDE PROPOS '
• I 1 PAD -462 I I I DRIVEWAY CUT (TYI )
4-50-- / \
PAD=465 I I 22
448 I — — — 45 / \ _ _
446 4 0 454 458 — — --�- — / I.�.. 5.5
444 448 1 / �W
452 w — / i DEDICATION 164
456 46 464
PROPOSED n - - - - - - - — 446 450 454
58.M
RETAINING WALL ,� / -`` \ / — - - -1 44 - -- _ N 448 452 — I 456 460,462 W
�EE SHEET PO2) _ j \ _ - - _450 _ - - - - _ - y
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/ \ 442 I P 441 I ( I i LOQ , I I -LOT 3 / - - — \ / -456 - - - -_ _ �. N METER BOXY
/ 0 440 I I I
PAD -4? I PAD=446 1 I I �, LOQ 4 \ b-
/ \ 1LOT
PAD-446 35.5'
11 ------------/ ?
IV w w / 1- o 'D 4
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iIPAD=455_---------- ---------- ST RM DRAIN _ 5
309
0
---- - --
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DRIPLIN TYP 478.3 (PROPOSED) I I I , 70.0 ;.
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�ROJECT NO.: 17006
DRAWN BY: AJL
ISSUE DATE: 5-3-2017
l SHEET REV.:
PRELIMINARY UTLLJTY
PLAN
17006CU02.DWG
PO4
SHEET 04 OF 06
SAWCUTI
LINE
i
i
EX. PAVEMENT
REMOVE
EX. PAVEMENT
S.E. 2ND PLACE (B -B)
SCA .B rwa
PROPOSED SIDE SEWER CONNECTION (TYP)
z
5
CENTERLIN REMOVE EX. CB SID STORM
R -O -W IN 2ND PL. FROM `�/AULT
w
/ -
_A r
- - 30 13'
___ss_ s --- ---ss
m
;ATE EX. PER
ATO BACK OF SIDEWALK
0
-SAWCU , 671 LF / W - - ---
EXI. ASPHALT f (EX. WA R MAI)
-P.P. 2ND PLACE
___ ltzs A""* 6' (TYP-
ri
20 0 10 20 40
GRAPHIC SCALE
SCALE-. r•2O'
EX. FIRE HYDRANT{;
-- tl ...E , •{ j }A
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- _W_ ,
16' WIDE PROPO ED
DRIVEWAY
APRONS ( )
Li
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(EX. SANITARY SEWER) •
-_ -
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z
48.
1444 I IX 70.0- I I I -.
7Q.0'
W871,E 349.244REMOVE EXI TING 1
_ Q
METER & MTER BOX
L=S -8.6' �X
a I I I i I I 1 I 7 I 1/ I \ 1 8 A=88.5'
I I I I I I I I B :;
• WI— _ II I I
6
Ii
R=25_
, 15: L= 38.
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DE PROPOS_ED_ o R_25LPROPOSED D IVEWAY.,-C (TYP) RELOCATE EXI NG POWER
A 466
1 OTO BACK F SIDEWALK 'DETENTION VLT
P(SEE SHEET _ 3 I PAD=45
rQ—
PAD
G
PAD_456
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• I 1 PAD -462 I I I DRIVEWAY CUT (TYI )
4-50-- / \
PAD=465 I I 22
448 I — — — 45 / \ _ _
446 4 0 454 458 — — --�- — / I.�.. 5.5
444 448 1 / �W
452 w — / i DEDICATION 164
456 46 464
PROPOSED n - - - - - - - — 446 450 454
58.M
RETAINING WALL ,� / -`` \ / — - - -1 44 - -- _ N 448 452 — I 456 460,462 W
�EE SHEET PO2) _ j \ _ - - _450 _ - - - - _ - y
/ . - • • I I LOT 1 , I /�. \ N — — — 4 4 ---_ _ 458 z + METER & EXISTING
/ \ 442 I P 441 I ( I i LOQ , I I -LOT 3 / - - — \ / -456 - - - -_ _ �. N METER BOXY
/ 0 440 I I I
PAD -4? I PAD=446 1 I I �, LOQ 4 \ b-
/ \ 1LOT
PAD-446 35.5'
11 ------------/ ?
IV w w / 1- o 'D 4
/I I II I rfi.: N
iIPAD=455_---------- ---------- ST RM DRAIN _ 5
309
0
---- - --
\ / T 440 I- — — /
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NO
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BE REMOVED TYP) \ -- 8' PLANTER
Ian . STRIA
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DRIPLIN TYP 478.3 (PROPOSED) I I I , 70.0 ;.
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�ROJECT NO.: 17006
DRAWN BY: AJL
ISSUE DATE: 5-3-2017
l SHEET REV.:
PRELIMINARY UTLLJTY
PLAN
17006CU02.DWG
PO4
SHEET 04 OF 06