HomeMy WebLinkAboutR-370018W
U
w
00
IC
a
�-_ 10 LF OF 12' CIA. _
HOPE PIPE 0 1.0 %_;
CUL ERT
I.E. =370
RIM = 373.60
12' E IE= 370.90
12' W IE= 370.80
SEE STD. PLANS 200.00, 126 LF OF 12' DIA
203.00 HDPE PIPE 0 4.0%
RIPRAP IE= 370.70 /; ,�, ` iiiz if '
Si ' NE R MANHOLE r r � n9' m � ! c � C �
RIM =373 4
I c =365.39(6 F NE)
I.E. = 365.44(1 {5 PIPE E)
LE= 365.32(87PVC W)
F!;EtiC P' B AP i Fr l x
°PDk 187x0 0193 i 1 ! Al l •`
'0957 16066 .15"T r i
8-01- 12
r 1
.1Y,G NAIL/WASHER
=S 11691 ! II [ \1
R:16554`.96 1 11 j x
El
E1:382.54
1 0' POWER bkSEMENT
AFN 5664,46 � � i• i \I
1
r.
t
N
PARCEL "D"
SEE .EGA. D SCRI
CJhD REBAR /CAP
fia UNREADABLE
20 -12
/ j c
,kSE! EN FOR PARX.NG, ' r
.RCULATION kND !
_ANDSC PING; AFN 9009170446 1
1
25' CAS EASEMENT tj
AFN 95012510239
I
i
I
1
PARCEL 'C' ' I
20' SEWER EASEMENT -
A -N 9009170444
PARCEL "B"
3' INGRESS, EGRESS EASEMENTI
AFN 9009170443 : I
SANITARY SEWER MANHOLE
Rilh 37D.63
E. 36223`nl NEI
351 03(8"FJC E)
-Ei=350 53/127 FVC S1
..E.=361.13' PJC NW
:ADDER (Sp)
psi .:Oio
CU VERi
I E 367 3E D SECTION N
FLARED END SECTION
IE= 365..5
21 LF OF 12' DA. RCP 1
PIPE 0 0.5X
SCR BEED
'055421
- I3G259235-- - a�0
1.37.,.52
I
FOUND TACK
IN FACE OF CURB i !
0
8-01-12
1 1
;
q I
ONCr Am 7 1 i
RIM = 379.37
12' E IE= 376.37
12' W IE= 375.94
SEE STD. PLANS 200.00,
203.00
FUTURE RETAIL
1,1 Ac.
B S STOP SHELTER
'
E. - - rip"\
74 LF OF 12' DR. HOPE
STORM PIPE 0 0.5%
CONCRETE 7REJEWAY. .,
r 52 LF OF 12' D0. HOPE RIM 375.20 (SOLID COVER)
Rw
� �.STORM PIPE 0 OSX 12' E IE= 370.65 (IX)
7
DIAL f'.R ts - -"scRM A'c12' NE IE= 365.97
c�fa R[1 &3i T 12' W IE= 365.87
RIM = = 36 = g,3gp(SEE STD. PUNS 201.00,
12' E IE= 365 204.50 .61 I,y - 'r3-Bt
12' W IE= 365.51 s�
k LS
8_01-12
BIA 9i..0425164
00
I
I
J"
sari _
12 65.
_!1C
I;&
ALL PAVING AND DRENCH RESTORATION GRAPHIC SCALE � 30 0 15 30
SHALL COVIPLYIwItH THE CITY OF \ \\ .,
RENTON STAND S \; j
RIM = 3901 `� L
12' E IE= 388.25 (IX)
- -- -152 LF OF 12' DIA \ \
.. HDPE PIPE 0 8 12' W IE= 388.10
%
- SEE STD. PLANS 2 TWIST CATCH BASIN TOP ~�
203.00 INTO NEW CURBUNE f
J i
RIM = 393.64 I
12' E IE= 391.59
,np" - SEE SID. PLANS " _ ,\ 201.00, 204.40, 260.10
33 LF OF 8' DIA. DUCTILE _
IRON PIPE 0 0.5%
\ CONNECT TO IX. I
CATCH BASIN,
.� ASSUMED IE= 391.42
m
PROPOSED
RETAIL
16,270 Elf
1.71 Ac.
ZONED: COMMERCIAL Aill (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FEE - 384.40
, eY. ,CP 1�j\
i 3\ i mil!
„
1
, 5
1
ll
111
I
I
LINE ---�!,
` - PROPERTY LI
-�- - -
t, �9 9SEWER
I : y36�.39 Ps
1 11 fiJP.1 nxE)
1 i
1 i
i 1, I)
!i 1
FOUND RERARj
1RACE L6 F'i6
1 E. =389 9r(�
LADDER (S`:
rUUM1O RETiARrrCAP • :..
u 8
11 v. c DROPS, 7 LUM'W�' PACE ES F'1691 .X. SEWER IN 7,-1
: F
8 -01 -12
it liLL A AND FOUND z' BRASS:- w I
- - WITH°THE fITY'D�"° y DOWN 0.4'
�A r 7-19-12
F, =,170 1 NTON STANDARDS RI. "r .�8 rt3 - -7
®RM 399.3fl
,8 ADT (2 Qt - IE= 39S.68(87PVC RE)
R t x(,g E.6-E}� ®I t 388.68(:_ P rr, W'
LADDER 'S)
- 36T.76(a"FVC W) -- ^ - -� {q
YSITTS AND HILL
1 " =30' I°Im"°"•°'�°°'
ET
®@
OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET
OF RENTON CONSTRUCTION PUN REVIEW SUBMITTAL ET 04/29/13 0K 1O1 DATUM
KO .l ►6A.� ° rvu anlE
t Im OL .101
REVISION BY DATE APPR °"'°001d°'•
lw
SITE UTILITIES LEGEND
MANHOLE
•
CATCH BASIN
0
CLEANOUT❑
VALVE (WATER)
FIRE HYDRANT ASSEMBLY
12' CULVEVE RT END
UTILITY CROSSING
SECTION WITH'
NUMBERED NOTATION
RIM = 373.60
12' E IE= 370.90
12' W IE= 370.80
SEE STD. PLANS 200.00, 126 LF OF 12' DIA
203.00 HDPE PIPE 0 4.0%
RIPRAP IE= 370.70 /; ,�, ` iiiz if '
Si ' NE R MANHOLE r r � n9' m � ! c � C �
RIM =373 4
I c =365.39(6 F NE)
I.E. = 365.44(1 {5 PIPE E)
LE= 365.32(87PVC W)
F!;EtiC P' B AP i Fr l x
°PDk 187x0 0193 i 1 ! Al l •`
'0957 16066 .15"T r i
8-01- 12
r 1
.1Y,G NAIL/WASHER
=S 11691 ! II [ \1
R:16554`.96 1 11 j x
El
E1:382.54
1 0' POWER bkSEMENT
AFN 5664,46 � � i• i \I
1
r.
t
N
PARCEL "D"
SEE .EGA. D SCRI
CJhD REBAR /CAP
fia UNREADABLE
20 -12
/ j c
,kSE! EN FOR PARX.NG, ' r
.RCULATION kND !
_ANDSC PING; AFN 9009170446 1
1
25' CAS EASEMENT tj
AFN 95012510239
I
i
I
1
PARCEL 'C' ' I
20' SEWER EASEMENT -
A -N 9009170444
PARCEL "B"
3' INGRESS, EGRESS EASEMENTI
AFN 9009170443 : I
SANITARY SEWER MANHOLE
Rilh 37D.63
E. 36223`nl NEI
351 03(8"FJC E)
-Ei=350 53/127 FVC S1
..E.=361.13' PJC NW
:ADDER (Sp)
psi .:Oio
CU VERi
I E 367 3E D SECTION N
FLARED END SECTION
IE= 365..5
21 LF OF 12' DA. RCP 1
PIPE 0 0.5X
SCR BEED
'055421
- I3G259235-- - a�0
1.37.,.52
I
FOUND TACK
IN FACE OF CURB i !
0
8-01-12
1 1
;
q I
ONCr Am 7 1 i
RIM = 379.37
12' E IE= 376.37
12' W IE= 375.94
SEE STD. PLANS 200.00,
203.00
FUTURE RETAIL
1,1 Ac.
B S STOP SHELTER
'
E. - - rip"\
74 LF OF 12' DR. HOPE
STORM PIPE 0 0.5%
CONCRETE 7REJEWAY. .,
r 52 LF OF 12' D0. HOPE RIM 375.20 (SOLID COVER)
Rw
� �.STORM PIPE 0 OSX 12' E IE= 370.65 (IX)
7
DIAL f'.R ts - -"scRM A'c12' NE IE= 365.97
c�fa R[1 &3i T 12' W IE= 365.87
RIM = = 36 = g,3gp(SEE STD. PUNS 201.00,
12' E IE= 365 204.50 .61 I,y - 'r3-Bt
12' W IE= 365.51 s�
k LS
8_01-12
BIA 9i..0425164
00
I
I
J"
sari _
12 65.
_!1C
I;&
ALL PAVING AND DRENCH RESTORATION GRAPHIC SCALE � 30 0 15 30
SHALL COVIPLYIwItH THE CITY OF \ \\ .,
RENTON STAND S \; j
RIM = 3901 `� L
12' E IE= 388.25 (IX)
- -- -152 LF OF 12' DIA \ \
.. HDPE PIPE 0 8 12' W IE= 388.10
%
- SEE STD. PLANS 2 TWIST CATCH BASIN TOP ~�
203.00 INTO NEW CURBUNE f
J i
RIM = 393.64 I
12' E IE= 391.59
,np" - SEE SID. PLANS " _ ,\ 201.00, 204.40, 260.10
33 LF OF 8' DIA. DUCTILE _
IRON PIPE 0 0.5%
\ CONNECT TO IX. I
CATCH BASIN,
.� ASSUMED IE= 391.42
m
PROPOSED
RETAIL
16,270 Elf
1.71 Ac.
ZONED: COMMERCIAL Aill (CA)
PARKING REQUIRED: 41
PARKING PROVIDED: 69
FEE - 384.40
, eY. ,CP 1�j\
i 3\ i mil!
„
1
, 5
1
ll
111
I
I
LINE ---�!,
` - PROPERTY LI
-�- - -
t, �9 9SEWER
I : y36�.39 Ps
1 11 fiJP.1 nxE)
1 i
1 i
i 1, I)
!i 1
FOUND RERARj
1RACE L6 F'i6
1 E. =389 9r(�
LADDER (S`:
rUUM1O RETiARrrCAP • :..
u 8
11 v. c DROPS, 7 LUM'W�' PACE ES F'1691 .X. SEWER IN 7,-1
: F
8 -01 -12
it liLL A AND FOUND z' BRASS:- w I
- - WITH°THE fITY'D�"° y DOWN 0.4'
�A r 7-19-12
F, =,170 1 NTON STANDARDS RI. "r .�8 rt3 - -7
®RM 399.3fl
,8 ADT (2 Qt - IE= 39S.68(87PVC RE)
R t x(,g E.6-E}� ®I t 388.68(:_ P rr, W'
LADDER 'S)
- 36T.76(a"FVC W) -- ^ - -� {q
YSITTS AND HILL
1 " =30' I°Im"°"•°'�°°'
ET
®@
OF RENTON CONSTRUCTION PLAN REVIEW RE SUBMITTAL JEV 06/20/13 ET
OF RENTON CONSTRUCTION PUN REVIEW SUBMITTAL ET 04/29/13 0K 1O1 DATUM
KO .l ►6A.� ° rvu anlE
t Im OL .101
REVISION BY DATE APPR °"'°001d°'•
lw
SITE UTILITIES LEGEND
MANHOLE
•
CATCH BASIN
0
CLEANOUT❑
VALVE (WATER)
FIRE HYDRANT ASSEMBLY
T ��
UTILITY CROSSING
NUMBERED NOTATION
O
WATER MAIN
-w -
SANITARY SEWER
SN
UNDERDRAIN
-UD UD-
STORM SEWER
1. ALL TEXT & FEATURES SHOWN SCREENED ARE
EXISTING. ALL STRUCTURES SHALL BE LOCATED
IN RELATION TO THE PROPOSED IMPROVEMENTS
2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR
TAKEN FROM EXISTING RECORD /DESIGN DRAWINGS &
ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL
EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS
PRIOR TO EXCAVATION & CONSTRUCTION.
74:F
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1 'e P S.• i5 "'
L1 L ua u
KEITH OCANNELL
1501 44b Are, S.H. 1400
B .ffl , WA 98101 -3655
(206) 438 -2700
C -b �
R- 310019
SURVEY BY
Snw & B= ENCIIIEERROVO BYC
4875 CENTEE STREBT
TACOMA TA 98409
= (253) 474 -9448
FAX (253) 474 -0153
BMCEXARY I
All elevations are based on NAVD 88
datum.
BM #1) Elevation: 400.968'
KC BM "FSA'
TBM #2) Elevation: 400.69'
Railroad Spike.
F.F.E. = 100.00 (ARCH.)
384.40 (CIVIL)
03/28/13
VELMEIR RETAIL PHARMACY
UTILITY PLAN - PUBLIC phi NO
03.3
370c�)!3