HomeMy WebLinkAboutAB-3980REFER TO SHEETS C6-
FOR FRONTAGE DRAINAGE IMFR6�E� ENTS
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REFER TO SODS
CREEK SANITARY
SEWER PLANS
FOR SIDE SEWER
AND SEWER
MAIN EXTENSION
PLANS
L-
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EX IT
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POLE TO
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RY TERRANE, INC.
DF 'A SURVEY CONDUCTED 1.
LOT � I
I
l
— RIM 480,4c RIM=480,19 - _- : FI+I FUTURE STUB FOR FUTURE
IE 477-57 IE=477,54 I -_ _ _�ONINECT1ON BLDG. CONNECTION '-� '
IE 478.45 - ]
16 LF 8" SID
f f 1 F' •` / .J r f %I I PROPERTY LIFE
�.,
R M *8036 RIM=480,47
jfJJ r` IF 477-25 RIM=477,32 I L
I 1 1 I p.1
I � I SHARED UTILITY J 1
EASEMENT (TYP) I
fT6 I I
Ri��.�a
IF 476.45 IE=476,45 _ _ _ -�- -� f r 4T-eI+-BASIN TYPE I I I
- —CATCH BASIN TYPE 1
RIM=479,98
1- STUB FOR FUTURE f � I _ -= IE_ � IE S=476,83 - � �� RIM r.� RIM=4818,04
_eiD.-crNT�oI _ IE N&E-47�9-3 - IE IE 47
f r I IE 476,81 -
�i ■i-.--.-- -.--Si LF 8r5D -- -- -- -
_ _
-� - SD MANHOLE 54" Vd/
! - LOW. CONTROL STPI_ICTURE PRIVATE I; �I
�_ RIM.-479,5..5: UNDERGROUND DETENTION (FACILITY( I_
-, �, = — - -
I� $ 5 �LQI,4MET _.1Kd MLO SYSTEM 1 c�
? ll - IF 78" 469.32 l (6" DEAD STOIRZE
^ ' Sn T Afi0.81 ii12" ��2 �69,97
1E 419.11
�3.1" E, 1N) 36" E=469,��
F
---------1P
I
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I:
I=--
------------__.-----------
m
DOMESTIC SERVICE CONNECTION PER SOiOS
CREEK STANDARD PLANS. CONFIRM ME -ER AND
SERVICE SIZING WITH PLIJOI dG DESIGNER (TYW-f
NP VU-88
— 6"'_SS_ S7iJB, SEE _c=S
CRE1=lC _SANITARY SEINER
PLANS (TAP) -
I
ECORD DRAWING
F'ORMATION ADDEI
E (RESENT RESUL S
I�OT 2
vULY1 2018
gLDG. CONNECTION
IF 477.69 f
I
I f I
13448
N 4804F 3" SID
1 •f'
SHARED 1-1-1. Irl
1 EASEMENT (TYF)LLOT:
1 I
DETENTION ACCESS WATER SERVICE ,r
i I RISER (TYP) (TYP)
� f`
20 LF 8" SID STUB FOR
FUTURE BLDC, r
.--.-- CONNECTION
•I I IE 475 39 f
/ - - - - - - - - _ — — — —
r�
_
.14 WAT SERVICE TYP) . �— -� — ��' � ---- -- � --
479.25 CATCH BA:�IN TYPE 1
CD TYPE 1 SWALE r° 1 - . f
RIM� ;. _ , -: _ 1.�1 �..�� . �-� 1_,] -- RIM �86-8D RIM=480,94
_ IE 47s.7 I..: L IF IE=477,84
coicerra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 98104
ph 206-596,7115
cote rraenglneering.com
IS7 _�_UZIA4
7 SHARED DRIVEWAYS
6 CiTY COMMENTS
5 CfTY COMMENTS
4 CITY COMMENTS
%(). I REVISION.
3U�iC•1 i,[
mB
3 2
17
PA
;=S,CNEC.
MB
MAD
9 09 1 B
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8 15
16
PA
meMB
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I _.
; I .. 1.
1 API p
I APPROVED.
SME-
1 "=10'
ONE INµ
eT FULL Fi ALE
IF NOT ONE .WCFF
SCAUk A,CCOROINGL`
LERi1CAL fuVO 19M
HOWZWAL, NAD 9?h3fl931
DATIJ M
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Brianne Bannwarth 06122/2017
SURFACE WATER UTILITY
rstraka 06/20I2017
CURRENT PLANNING i
mdavis 06120/2017
NOTES
1. SEE SHEET CI AND C2 FOR GENERAL NOTES, GENERAL STORMWA•rER
NOTES, AND GENERAL SANITARY SEWER NOTES,
2. ALL ROOF DGWNSPOUT CONNECTIONS TO THE FUTURE BUILDING STUB
OUTS ]HALL BE PERFORATE] PIPE. MAINTAIN 5' MIN, SEPARATION FROM
BUILDING.
3. ALL WORK SHALL BE IN ACCORDANCE WFrH CITY OF RENTON AND SODS
CREEK SEWER AND 'HATER STANDARDS AND REQUIREMENTS.
4. SEE 5005 CREEK SEWER PLANS FOR SANITARY SEWER MAIN WORT{ AND
51DE SEWER STU195 WITHIN THE RIGHT -OP -WAY.
5- VERIFY SIZE OF NEW WATER METER AND SERVICES WITH PLUMBING
DESIGNER AT TIME OF BUILDING PERMIT.
$. CC1ORDINATE METER [INSTALLATION WITH BUILDING PERMIT. PROVIDE 18"
MIN. COVER OVER DOMESTIC WATER SERVICE. (DOMESTIC WATER SERVICES
SHOWN FOR INFORMATION ONLY.)
LEGEND
❑ ■TYPE-1
1 CB TYPt� 1
DETENTION TANK MAINTENANCE ACCESS
213 TYPE-? 48" �• 1 �
- - - , - STORM DRAIN MAIN
STORM DRAIN SERVICE
■.. SANITARY SEWER MAIN:
• • SANITARY SERVICE LINE
0 CLEAN OUT
WATER SERVICE LINE
WATER/FIRE MAIN
- SWALE
1
WATER METER
ASPHALT CONC PAVEMENT �
G15
TABLE OF DRAINAGE AREAS
TOTAL LOT
AREA
MAX IMPERV
BY 704ING
REDUCED
MAX IMPERV
REDUCTION
1N IMPERV
LOT 1
5,039
3,779
2,728 1
1,0.52
LOT 2
5,032
3,774
2,724
1,050
LOT 3
5,940
4,455
3,215
1,240
LOT 4
8.834
5.625
41782
1.843
LOT 5
5,065
3,799
2,742
1,057
(ALL AREAS IN SF) TOTAL
FLOW CONTROL BMP
IMPERVIOUS
AREA CREDIT
1,052
1,050
785
0
1,057
3,943
CONSTRUCTION PERMF SUBM TTAL
DAYEL
CI
/29/17 TY OF LIMELITE SHORT PLAT u,
FIE1Ad��K.
RENTON 18204 114TH AVE SE, RENTON, DIVA 98055 �r-
¢R"ING NO:
Planning/Building/Public Works Dept. D NA AND LMLTY PLAN I 45
SKF7: OF:
�i
0
N
SE 162N D ST STA 1 Q+t3 = 1-WH 'APSE STA--0+
CONIC MONUMENT W1 BRASS DISC
N 170084.65
= E 1305087.02
S88' 29' 38-90" E 10+50
RIM=480.2
LiJ
ch rr
NAVD 8 8 CONLLJ
TRACTOR SHALL COMPLY WITH THE CITY OF Q CD w � �
RENTON 5 TRENCH RESTORATION AND STREET
~
OVERLAY REQUIREMENTS.
W �
E:
LLJ
= Lv 1 o
- - - - - - - _ :2
4 , 00 C
- _ - - -
r
E SEE SODS CREEK SEWER MAIN - -
G� - -
Lj I
o +
-
o¢o PLANS FOR SANITARY SEWER { : `
a o
i 1 +QQ IMPROVEMENTS- (TYP)
w
12'IE SW&E=4j7,54 _ - - 11+,)a T Ez ' ` 121+00
{ STA 10+37.99, 13.00' RT CB 8 PERVIOUS CONCRETE SIDEWALK ! .
- -� - SAWCUT LINEADA RAMP
r -114,2 LF- @1,58% 12, 5D f =
f '1 40 — - -
r # - - - V M=482,10
STA 10+37.99: • 38-W
- CO
f STA 10+12.99, 37.99' RT
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470
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12+50
483.43t(E)
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y EL CHK ,
48297 61k(� 30 31 1100' RT
482.901(E) ENO C 'AND GUTTER
GRA E 2.1 MAX &
l
MATCA fX E}ITCH
-GRADE-S
----_ - -w �.._ .#_
If
¢P3..7F 4'X5'X12-' THICK RIP RAP
ACP RAMP, SLOPE AT 12:1
1 — _ . -� MAA, M1> I k H EX UMADE
RECORD,PRAWINGI r][, �. � - _ ,� � � � . � ..�-- _ - -
4' WIDE ACP LANDING
WAS1 `SLOPE AT 2.0% MAX
G INFORMATION -ADD D BY TERRANE, INC. STA 1�+30.31, 24QQ' RT
ENI) kEWALK -
Id
15025 � , ; SENTS THE RESU TS OF SURVEY CONDUCTED I JULY, 2018
�SZ �GISTLR� �a
ANAL LA��
r
1-79%
SEE SHEET C8 FOR SD PROFILE SEE SHEET SS1 FOR SODS
CREEK SEWER EXTENSION PLANS
O O
d- co
-4- ¢
mom
10+50
EX TOP OF CURB ELEVATION
O
f-
PROPOSED TOP OF CURB ELEVATION
Eli GRADE AT ROADWAY CENTERLINE
�.oDoL-�
�
re) 0�
LID
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ry
Cv
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mf--m
❑7
m
m
m
m
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11+00
11+ 0
SE
162ND ST PROFILE
SCALE;
HOR2. 1 " = 10' VERT. 1 " = 5'
CURB RETURN TABLE
NO.
❑
R
STA PC LOCATION
TOP OF CURB ELEVATION
STA PT LOCATION
PC
1 1 4
1 1 2
1 3 4
1 PT
89'58'41.7"
25'
10+12.99, 37,99' RT
479.55
48114
480.09
480.57
480.74
10+37.99, 13,00' RT
Know what's below.
Call before you dig.
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 95104
ph 206,596,7115
cote rra en g i neeri n g. c o m
NOTES
m I� m
1-
SEE SHEET C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS-
2.
TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5%C 13.
3,
SEE SHEET C7 FOR ROADWAY SECTIONS.
4,
ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN
DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE
BE CONSIDERED
APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND
IMPROVEMENTS
BUONO THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY
OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION
AND TO
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES
NOT SHOWN
HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
surrvvErEn,
7
SHARED DRIVEWAYS
MB
'{
32917
PA
.&CNED:
�B
6
CITY COMMENTS
MB
9 0916
PA
5
CITY COMMENTS
MB
8 15 16
PA
MA'N:
Lis
4
CITY COMMENTS
I M13
17/07/161
PA
CHECKED,
PA
i::'
REVISION
BY
I DATE
I APPR
APPROVED:
LEGEND
Am-1
I��� 1
I CB TYPE-1 C14
CB TYPE-7 48"
- C14
— — — — — — — STORM DRAIN MAIN
SANITARY SEWER MAIN
SANITARY SERVICE LINE
— — — WATER SERVICE LINE
WATER/FIRE MAIN
CURB & GUTTER
G1
ASPHALT CONIC
f PAVEMENT 1
w
495
CEM. CONIC,
PAVEMENT
490
o o
o rn LE
CT)T "]
Op N W + co
co
PERVIOUS 3
r u li CONCRETE
< __j SIDEWALK 1
LLJ
J ��w 485
1-I}7 SAWCUT LINE
175 PROP. F.G. CONTOUR
21 LF 12" SD 1,19% — —
480
N WATER VALVE
I,--480.65 '
PIPE OUTLET
475
m1�
12+00
10c) co Ln
co
r'}
Do 0:D
mom
5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION.
THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR
CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO
DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE
ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES-
6 cDaRDIKIATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACOE55 IS MAINTAINED AS
470
465
12+50
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
DEVELOPMENT ENGINEERING
rstraka 06120/2017
Brianne Sannwarlli 0612212017
CURRENT PLANNING
mdavis 06/20/2017
REQUIRED-
7, PROTECT UTILITIES TO REMAIN.
8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF
RENTON STANDARDS. CONS 1 uc 1 1 PERMIT �AL
SCALE: 1 1 PERMIT GATE:
VERTICAL: NAV➢ 1988 1"-10' HORIZOWAL: Hap 1ya3/19s1 CITY OF L I ELITE SHORT PLAT 3 2.91 19
FIEuDGODK.
ry RENTON 16204 114TH AVE SE, RENTON, I#A 98055 PAGE,
ONE INCH V TI i Ffg)WAGE IMPROVEMENTS TS GRiWING N4;
AT FULL SCALE L7 Panning/Building/Public Works Qept. C6
IF NOT ONE INCH �a+� J w w
SCALE ACCORDINGLY w 162ND
SHEET- OF
GR4
p� WASFlj
®d7 W
15025 s
�EGIS1�✓R�� �
TONAL L
CE:111
475
470
465
e
D D
EMMOW7 x
1 4,:ir•;IRt'lC f�N SHALL COMPLY WITH THE 0FV OF
RENTON'S TRENCH RESTORATION ARID STREET
1 OVERLAY REQUIREMENTS.
1 NAVD�88 ROW LINE (TYP)
1 PROTECT Ex WATER -~ "� � �� • - _.� 1
1 - —1
REMOVE EX 12" — C8 #4 ;
1 - - - - - - - - - - - CU LVERT 1 12" E D }• C` Q '
� i l _ � 1 ` I ✓� � l � _ I � _ ! � I " .}� — — — — � — — 1 L']
1
RESTORE EEC
SURFACES �:RESTORE EX
- SURFACES (TYP) PROTECT EX WASTER
1 -�
W _ FILL AND GRADE TO � SAWCLIT LINE
W; DRAIN FILL
AND GRADE TO - IT
— - -- T `24-50 � FILL AND GRADE TO - IT
— 23fD� D _3�-7C DRAB REMOCULVVE EX 12' ' co
RT
Wj 1
W- RECORD
DRAWI r
c; ;m
1 1 INFORMATION
A
DD
B
E
R
A
E11
o
REPRESENTS THE RESULTS OF A SURVEY CONDUCTED IN
1 1
JULY1 2018
1 1
�1
1
1
1
1
1
1
1
1
OD
W
W
W
W
W;
1
1
1
1
1
1
1
1 22+50
1
1
Know what's below.
Cal before you dig.
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle. Washington 98104
ph 206.596.7115
c otelrrae ng i nee r i n g. com
NO CONFLICT WITH PROPOSED 12" SD
23+00
CONSTRUCTION TO
CONFIRM NO CONFLICT
WITH PROPOSED 12" SD
U-)o
00 00
� II II
�cl-
W (W
�I �i/ \U
23+50
114TH AVE SE PROFILE
SCAI..E: HDRZ_ I.. - 10' VERT. I" =
24+00
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER LITIL.ITY
rFR
straka 06/20/2017
DEVELOPMENT ENGINEERING
11 13rianne 13annwarth 0612212017
1
1
1
1
1
1
1
1
1
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IM
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Im
iM
1�
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10
1
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1
1
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1
24+50
' )EE SHEET C 1, C2 & C 12 FOR GENERAL NOTES AND ROADWAY DETAILS.
2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13
3. SEE SHEET C1 1 FOR ROADWAY SECTIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE
PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND
THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF
TI4E CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
EXISTING INFORMATION AND TO FURTHER, DISCOVER AND AVOID ANY OTHER
UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND
ASSUMED CONFIGURATION. T14E CONTRACTOR SHALL UNCOVER ALL PIPING
WHERE CROSSING, INTERFERENCES. OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE TH
APPROPRIATE PROVISION FOR PROTECTION OF SMD FACILITIES AND SHALL
ADJLIS7 WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED.
CLEARANCES.
6. COORDINATE ALL WORk WITH CITY OF RENTON TO ENSURE FACILITY ACCESS
IS MAINTAINED AS REQUIRED.
7. PROTECT UTILITIES TO REMAIN.
8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO
CURRENT CITY OF PENTON STANDARDS.
9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO
COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE
PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THi
EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6:1. MAX.
.111111=1W =121W
1
CB TYPE-1 14
ry k.
I CB TYPE-2 48" 14
— — • — — — - STORM DRAIN MAIN
[A!00]
SANITARY SE4')ER MAIN
SANITARY SERVICE LIME
475
— — WATER SERVICE LINE
WATER/FIRE MAIN
470 FIRE HYDRANT
CONC THRUST
BLOCKING HORl2
455 WATER TEE
WATER METER
'�S 3
460
ASPHALT CONIC
PAVEMENT
CEM_ CONC.
PAVEMENT
PERVIOUS 3
CONCRETE 1
SIDEWALK
CONSTRUCTION PERMF SUBM TTAL
5URVF1En: 5cn4E: 7ti 3/29/17
V III 1 140RIi0NTA: NAO T9-n/1%A1 r�i6B0
- � Q 4ERilCAt NAVQ 1986
7 SHARED DRIVEWAYS MB 3� 17 PA OESIGNEn: �CITY O� L I M E L I T E SHORT PLAT
CITY COMMENTS+B 16 4B ha RENTON 16204 114TH AVE SE, RENTON, WA 98055 W-L
5 CITY COMMENTS MB 8 15 1fi PA °R'"'N A 1'1�
�g ONE INCH � QATUIV4 IRANINC N6
# CITY COMMENTS BV 177 ,s APA CN•C1 E� IF PA WFULL ,7 ONEN CH Planning fBu�Iding/Public Wc,rks Dept. FRONTAGE IMPROVEMENTS 114TH AVE ME C9
NO. REVISION 3 1 DA I L API FR 4PPRO-1. 5CAlE ACCOREANIGLY 5nf� Of'
RErmORD DRAWINI
CONTRACTOR SHALL COMPLY WITH THE CITY Of ; NAVD-88
RENTON'S TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS. ROW LINE (TYP)
FILL AREA GRADE
TO DRAIN— GD #3 CO #2 FILL AREA GRADE
TO DRAIN
Wi�m Liiiiiiiiii i t 12" SID ADDITIONAL -CB
� i
12" S D
r l i i r i i r i i i iFQj
REMOVE EX 12 CULVERT
SAWGUT LINE
50 RESTORE EX 'SURFACES (TYP)
. GR - RC: D DRAWING _ _ -
26+DO
OV WASk��_�1.
INFORMATION ADDED BY TERRANE, INC.
W ! REPRESENTS THE RESULTS OF A SURVEY CONDUCTE
D IN JULY, 2018
15025
WLLA"SN'.
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1
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1
FILL AND GRADE
TO DRAIN (TYP)
r
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W
470 Z -
V
13QLF t2`' SD 0 547.
1
W1-
EX 6" SS, FIELD VERIFY ELEVATION
465 1
PRIOR TO CMSTRUCTION TO CONFIRM
W
1
NO CONFLICT WITH PROPIDSED 72" SID
1
1
1
460 1
1
1
24+50
Know what's below.
Call before you dig.
S" TOPSOLL,- HYDROSEED
OR SOD (TYP}
FILL (TYP)
Ex 8" w
EX 8" 55
f
25+00
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle. Washington 98104
ph 206.596.7115
c oterrae ng i nee r i n g. com
ILL]
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EX CENTERLINE GRADE
LiJ
REMOVE EX 12" CULVERT
99LF@0,64%
............. 54LF@0,63%
Ex 6" SS. FIELD v-RIFY -
ELEATIGN PRIOR TO
CONSTRUCTION T 0 CONFIRM NO EX E," 55, FIELD VERIFY ELEVATION
CONFLICT WITH PROPOSED 12" SO PRIOR TO CONSTRUCTION TO CONFIRM
NO CONFLICT WITH PROPOSED. 12" SD
475
470
465
25+50
114TH AVE SE PROFILE
4 WA i Ao SCALE: HORZ. I" = 10' VERT. 1" = 5
7 SHARED DRIVEWAYS
6 CITY COMMENTS
5 CITY COMMENTS
CITY COMMENTS
TONAL ' lVd. REVISION
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DRAT
(TYP)
SAME STRUCTI.IRE
CB #1
REMOVE EX INLET
E21;'v1 472.59
IE 12" CPEP N 470.26
IE 12" CPEP E 470.24
CE 12" CPEP W 469.84
I 1
I �
I
I I
L I 26+50 26+56
I 1
I 1
I �
�1
I
RESTORE PAVEMENT
I �1 I MAR1 INGS (TYP)
I
I � 1
I 1 I
I
I I
1 1 I
1
ti I CONNECT TO Ex CI3
I
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0
8LF@9,281
FIELD VERIFY ELEVATION OF EX 8"
WATER MAIM PRIOR TO CONSTRUCTION
AND NOTIfY r-NGINEER CIF PQ I LN I IAL
CONFLICTS
66 LF 12" SD 1,00%
67LF@ 0.4
CONNECT TO EX CB
IE 467.06
26+00 SE 164TH ST STORM PROFILE 26+50
SVRVFrE CI:
MB
2917
PA
DESIGNED'
MID
MB
U9 16
PA
p9
U
PA
DR 'wrl
MIR
{■��
MB
71,6 /1 C6
f M! 1Sl
PA
Cr+3 d�E7
f?A
BY
LATE
A
APP R
APR?1EE
':/
475
470
465
475
470
465
LEGEND
❑� CB TYPE-1 1
013 7YPE-2 48"
C1�
- — — — — — - STORM DRAIN MAIN
SANITARY SEWER MAIN
aft now + SANITARY SERVICE LINE
• — WATER SERVICE LINE
WATER/FIRE MAIN
FIRE HYDRANT
CONC THRUST
BLOCKING HORIZ
WATER TEE
1
WATER METER
r r.
(VOTES
I. SEE SHEET C 1, C2 k C 12 FOR GENERAL NOTES AND ROADWAY DETAILS.
2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/013.
3. SEE SHEET C11 FOR ROADWAY SECTIONS.
ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE
PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND
THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSJBILITY OF
THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
5. CROSSING UTILITIES ARE SHOWN( IN THEIR APPROXIMATE LOCATION AND
ASSUMED CONFIGURATION. THE CONTRACTOR' SHALL UNCOVER ALL PIPING
WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCATIONS, SIZE, AND (MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL
ABJU'ST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED
CLEARANCES.
6 COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS
IS MAINTAINED AS REQUIRED.
;. PROTECT UTILITIES TO REMAIN.
8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO
CURRENT CITY OF RENTON STANDARDS.
9 THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO
COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATF
PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THE;
EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6-.1- MAX.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATF-R UTILITY
rstraka 06/20/2017
DEVELOPMENT ENGINEERING _,,,_
Brianne Banmarth 06122l2017
CONSTRUCTnON PERMIT SUBMITTAL
SCASE: 7AT
4ERiW- ND ,��s 3/29/17
1"=10" Ht,Rl28FlTlk N0,9@S„ , CITY O� LIMELITE SHORT PLAT
RENTON 16204 114TH AVE SE, RENTON, WA 98055
94E INCH1 1t1 ERA'h,NG Na
I�AT V I�
AT FULL P anningfBuifding/Public Works Dept. FRONTAGE IMPROVEMENTS 114TH AVE SE C10
IF NO"f ONE
1NCH INC
SCALE ACCOREIN Y
U
D DRAWING
FACTORY FABRICATED WELDED
MANIFOLD END SECTIONS (TYR).
PROVIDE LAYOUT PLAN
SHOWING JOINT LOCATIONS AS
PART OF SUBMITTALS FOR
ENGINEER APPROVAL,
6" PERFORATED UNDERDRAIN,
PRnVIDE CLEANOLITS AT ALL 90'
BENDS AND EVERY 75 FT
(a 54" DIA. CONTROL
STRUCTURE
36" DIA. STORM PIPE
CONNECTING WELDED STUB
IE 469.81
CONNECT TO CB WITH WATER
TIGHT CONNECTION
$" SD INLET
If 475.00
SEE PLAN FOR TIGHTLINE
DISCHARGE OF SUBSURFACE
DRAIN PIPE
475
jti urn.
CONTROL 1
STRUCTURE
FLEVATION
NAVD-88
REMOVABLE WATERTIGHT
CDUPLING OR FLANGE
JOT VERIFIED
NOTE:
CONTRACTOR SHALL PROVIDE LAYOUT PLAN,
BOUYANCY CALCULATIONS AND FOUNDATION
PLAN TO COUNTERACT BOUYANCY AS
REQUIRED. PROVIDE A MINIMUM 236 LF OF
DETENTION PIPE. 7554 CF. DETENTION PIPE
AND ALL STRUCTURES SHALL MEET CITY OF
RENTON STANDARDS AND SPECIFICATIONS,
36" ACCE'
RISER
480
°a
SACKFILL PER
as
o- =
�°
o°
475
°
DETAIL-5
4° .....
°0°
°�.°
moo...
SHEET C13
.o
00
a
BEDDINO PER
0
o0
00
0
5' DEAD STORAO
0c
DETAIL:5
SHEET c�3 .
IDID
0
0
0
40
00
0
470
_..._.�._yy.
p-
0
0 0
0
0
a 0
4
3
PER RA
fi" PERFORATED
TRENCH .
- 78' DIA.
STORM PIPE
ALUMINIZED CMP
OR- APPROVEb
5 6" PERFORATED
465
A IJ" R
:16
BOTTOM
468.5M
EQUAL (TYP)
C16 UNDERDRAIN
SECTION A
fo"i\DETENTION TANK
RECORD DRAWING\u'/ '""°"„"°"k
INFORMATION ADDED BY TERRANE, INC.
REPRESENTS THE RESULTS OF A SURVEY CONDUCTED
16 RISER PIPE
IN JULY, 2018
z
jj� S2
Ij Ln
cG. ►w
T
/"'�Drslav
MATCH
CURVATURE
OF PIPE
HOLE DRILLED
AT TIME OF
ASSEMBLE
o'
LADDER BASE PLATE
NTS
0.25"
I
1 �
TOP PLAT �
SUPPORTS Xj2
R29.75"
RnTT❑M PLATE SUPPORTS TO HAVE A Y4" X
} " CURVE: FOR TOP PLATE
TO REST ON.
NOTES:
1, HDPE OR PP SHEET STOCK, �" THICK CNC.
2. WELD TO BOTTOM OF PIPE, BOLT HOLE TO BE
HAND DRILLED AT FAB PLANT,
3, TRIM BASE PLATE AS NEEDED.
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 98104
ph 206596.7115
c oterraeng i n ee r i n g. co m
24" ROUND LOCKING FRAME
AND COWER MARKED
"DRAM" MOUNTED OVER
24" DIA. ECCENTRIC
OPENING
PRECAST 60" DIA_ MANHOLE
TOP SLAB WITH 24" DIA.
ECCENTRIC OPENING
78" DETENTION PIPE
ALUMINIZED CMP
MINIMUM 3/8"
SS/GALV BOLT
LADDER BRACKET
(GALV, SS, PP)
PLAN
36" CMP ACCESS RISER
NT-
. BOLTS,
ASHERS
AIL
R PIPE
SS WASHER
PLACE BOLT ON
CROWN OF RISER
CORRUGATION
SS NUT
PLATE WEL
WITH ORIFICE AS SPECIFIED
ELBOW-RESTRICTOR
1. PIPE SIZES AND SLOPES: PER PLANS.
2. EXCEPT AS SHOWN DR NOTED, UNITS SHALL BE CONSII
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BAS
54" MIN- DIAMETER-
3- PIPE SUPPORTS AND RESTRICTOR%SEPARATOR SHALL BE
MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING 13Y
DIAMETER STAINLESS STEEL EXPANSION BOLTS OR EMBE
IN WALL.
4_ THE RESTRiCTOR/SEPARATOR SHALL BE FABRICATED FR(
ALUMINUM OR .064" ALJMIN17ED STEEL.
5, OUTLET SHALL BE CONNECTED TO CULVERT OR STORM
WITH STANDAD COUOPUNG BAND FOR CORRUGATED MET
OR GROUTED INTO THE BELL OF CONCRETE PIPE.
6, FRAME AND LADDER OR STEPS OFFSET 5O THAT: A. C
GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE 15
OF RISER AND CLEEWOUT GATE. C. FRAME IS CLE
CURB.
7- IF METAL PIPE CONNECTS NTH CEMENT CONCRETE PIPE
PIPE TO HAVE SMOOTH Q.D. EQUAL TO CONCRETE PIPE
1 /4".
FLOW CONTROL STRUCTURE
NTS
24' ROUND LOCKING FRAME AND
COVER MARKED "DRAIN" MOUNTED
OVER 24' DIA. ECCENTRIC OPENING
CEIM. CONC. GRADE -----
RINGS AS REQ.
COMPACTED MAINTAIN I" GAP BETWEEN BOTTOM OF
BACKFILL SLAB AND TOP OF RISER. PROVIDE
PLIABLE GASKET TO EXCLUDE DIRT
78" DETENTION PIPE
ALUMINIZED CMP ♦ 36" RISER PIPE
LADDER ANGLED ATTACHMENTS.
MIN- 4 PER LADDER -
MAX. VERTICAL SPACING, 36"
x
Q
LADDER BASE PLATE, PLACE AS LOW 3
AS POSSIBLE AND TRIM AS NEEDED, C 1 fi
SEE DETAIL
SECTION
NOTES;
1. RISER SHALL BE WELDED OR FUSED TO TANK.
2. ALL MATERIALS SHALL MEET CITY OF RENTON STANDARDS AND SPECIFICATIOINS.
3. MAINTAIN 1" GAP BETWEEN BOTTOM OF SLAB & TOP OF RISER, PROVIDE PLIABLE GASKET TO
EXCLUDE DIRT
4. LADDER SHALL BE PLACED SO THAT TOP RUNG IS LESS THAN 8-INCHES FROM TOP OF RISER
AND BOTTOM RUNG IS AS LOW AS POSSIBLE AND LESS THAN 12-INCHES TO BOTTOM INVERT
OF PIPE
5. TOP OF LADDER SHALL BE AT LEAST 2-INCHES BELOW TOP OF RISER,
6. BOTTOM OF LADDER SHALL BE ATTACHED TO BASE PLATE WITH SS/GALV HARDWARE
7. WEIGHT OF LADDER TO REST ON BASE PLATE
5UR SCALE;
4ERi1S'.AL NAVE 19M8
7 SHARED DRIVEWAYS M❑ESlcnm. B 3 29 17 PA 1 "=10' HORIIONiAL: NAD rasa%1991 f CITY COMMENTS MB 09 16 PA MIS
5 CRY COMMENTS `MB 8 /1�5 1�6 PA ❑RAWN: MB 11
4 CITY COMMENTS MB 7 q7 16 PA CHECKED- 11� ONE IHCH d�TulVl
PA RT Fl1LL SCW E
IF NOT ONE INCH
NO. RE,VIS*N F,3Y DAIE APP?R APPRoVE0
SCALE ACCORDINGLY
Id
9,97
GRAVEL BATE ' I rno na�talc
(WSDDT/API
DETENTION TANK PER
DETAIL 1/CIE
GEOTEXTILE FABRIC- MIRAFI
140N OR APPRV'D EQUIV-
4" PERF- PVC SCH- 40 W f
SOLVENT WELD JOINTS. EMBED
IN CLEAN WASHED GRAVEL
BACKFILL FOR DRAINS 6" ON
EACH SIDE AND WRAP WITH
MkRAFI 140N WITH T 2" OVERLAP.
EXTERIOR FOOTING DRAIN
C1fi NTS
F— CONSTRUCTION PERM T BUBm TTAL
7ATE:
CITY OF LII (ELITE SHORT PLAT FIELCB0Ok�
K-
R E N TO N 16204 114TH AVE SE, RENTON, WA 98055 PAGE
MAWJNG NO:
Planning/Building/public Works Dept- CML DETAILS C16
n
RECORD DRAWING GRE
FwAs�I� INFORMATION ADDEROBY
TERRANE, INC.
>1502� �w REPRESENTS THE RESU TS OF A SURVEY
rGISTEg�� ��4
9L LAj;'Q
CONDUCTED IN JULY, 20 8 490 crp
ts, .
J+ �
c m
M {
a
�(L
480
e
J
'Ed Dole,
1 I1
10+00
NE 1 41 SEC 2 , T23N, R5E, W.M.
RECORD DRAWING
NAVD-88
EX T6P OF CURB ELEVATIN
PROPOSED TOP OF CURB `3
ELEVATION
1;46
€� cn CIO
[i 7
ty cc _
_BUD
O'nrr,
III LLJ
BUILT
11+00
_
r9
+ .r,¢`r
L .Q
w z co LJ w
D<w
cn U Li w LLJ a�
-EX GRADE AT ROADWAY
CENTERLINE
143 I:F A' ok,r
CORE DRILL AND
CONNECT TO EX SSMh
I` f 469.53
RECHANNEL MH
12+00
500
m
470
C10-141
L m
SE 162ND ST PROFILE DATUM NAV D
+f i SCALE- HORZ. = 20' VERT. 1" = 1 G'
1
I �
SERVED B # ,ERVEID
11 EX 8" SEWER �y
24 0 20
SERVED
KInTF• nt D 4" AG
ABANDONED IN PLACE SCALE: 1 = 20'
(TYP)
EX 6" WATER (TYP) REMOVE & RESTORE EXISTING g
STA..1.0a:00 EX 8" SEWER
ASPHALT PAVEMENT IN ACCORDANCE I1
C.ONC # r�UM!`NT Wf BRASS - DISC- ,
_ �70084 _ff:- • - — -- — L - - - - -- WITH CITY OF RENTON REQUIREMENTS -
- -v-- --. — -- -
a+a SE 162ND ST SAwcul �aN1 _
S88' 29' 38.90"E7E 1305087-02
1 +ao - = 1 +5i} r' '+ 12+ao
� - 12+50 13+00
MH1299-11 "NUNN ' S
EX 8" SEWER. _ _._.�._ _ --- - - EX 8" SEWER
—mot ��--{ -� . _ I 62
`-
- EX MH #62-ti
Fes[ L& _ _ w RIM = 48.3-41
SERVED R;?= _ CTR CHAN = 469-43
CTR CHAR, = 466-02 STUB F 'LOT-j kDG.-
CONNECTION EX 6" SS STUB
,
t r FIELD :LOCATE .. EX 6" SS STUB FOR
r" f SERVED E 473 'BLDG, CONNECTION
-77777777777777-7
- _ T.L. 2+88+37' X 7.5
r STUB FOR-1-tfl C3fE LOT
2 BLDG. CONNECTION jl
1 I .�I�I�I� PROPOSED IE 477.00 PROPOSED BLDG.
NOTE:' A 4" AC � � EST. FF = 481-54f HOUSE
F LOT 2 (TYP) �
�4BANDOND PLACE I { } 11427 SE 162ND ST
II i I r LDT 1 PARCEL # 0088000260
EST. FF = 482.50±
II _-T, FF = 483.50t
1"� (Typ) Ti
+
STUB FOR LDT �k BL r -
�. PROPERTY LINE.
3` 3 CUNNECTaOhi li [ 1£204 14TH AVE SE
I IE 474.00
I. �I PARCEL # 0088000280
r - 5 LOT SHORTPLAT #' I SEE CITY OF RENTON
LOT I
FIELD LOCATE EX 6" 5S STUB' FOR ON -SITE DEVELOPMENT
��; - PLANS FOR DRAINAGE
LOT 4 & 5 BLDG- CONNECTIO S j J i - EST. FF = 480-;,�.It -STUB FOR LOT 5'BLDG.
(APPROX. 6 FT DEEP, IE 473Z), 91 j t -LOT S-BTOG.- - CONNECTION IMPROVEMENTS
PROVIDE 6" WYE AND VERIFY IE _ - --- .- CONNECTION IE 476.00
PRIOR TO CONSTRUCTION -- _ _ .-- -_]E 474.00
FIELD VERIFY LOCATION AND 6" 5�51C
i
CONNECT TO EX N" SS
CORE DRILL AND CONNECT
TO EX SSMH, RECHANNEL
IE 472.00 ,E,
+ EST. FF - 480.50+ r
t'
21
EX MH #62--79 - ff
RIM = 479.35 I: �. �. _.._..,. :..,..�..,..,. :..,. ,..,..,..�.
6" PVC IN NW & NE S" OUTS-
CTR CHAN = 47t95 •...•��`",,�"�i�, _ - __, f
=F 4�5 `=64 16220 114TH AVE SE /I
DEX 8" SEWER SERVED PARCEL # 0088000281 C
i i.' IE=475,58
' K Rltj i
SENDER GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK
WATER AND SEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT".
2- THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR
SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN
CONSTRUCTION_
3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE
CLEARED. GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES
SHALL BE LOCATED.
4, FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE
DEVELOPER'S/CONTRACTOR'S EXPENSE.
5, RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO
THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6, NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION
OF THE BILL OF SALE AND ALL EASEMENTS, OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT
FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL
NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR
INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS
PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
7. ALL COSTS OF SEWER MAIM RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8, PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS SY THE
DEVELOPER /CONTRACTOR
9. THE DEVELOPER/CONTRACTOR SHALL NOTiFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE
A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION
MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE
AT LEAST 48 HOURS (REGULAR WORKING HAYS) BEFORE STARTING WORK.
10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRFD FINAL INSPECTIONS TO MEET
PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN
ADVANCE.
11, CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL
OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS)
ADVANCE NOTICE.
12, EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES-
13. ALL WATER AND OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND
SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM.
14, EXISTING MH #52-11 AND MH #62-79 SHALL BE CORE DRILLED AND RE-CHANNELIZED AS
REQUIRED TO RECEIVE INCOMING FLOW FROM NEW SEWER.
NOTES
1. ' FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR
TO CONSTRUCTION.
2. THIS PLAN IS FOR SEWER D.E. (DEVELOPER EXTENSION). CONTACT SODS
CREEK WATER AND SEWER DISTRICT FOR WATER SERVICE REQUIREMENTS AND
PERMITS.
3. REFER TO SHEET 4 FOR APPLICABLE SODS CREEP( WATER AND SEWER DISTRICT
SANITARY SEWER DETAILS.
SHEET INDEX
SH.NO.
DESCRIPTION
1
SEINER PLAN AND PROFILE NOTES
2
CONSTRUCTION PROVISIONS
3
MATERIALS SURFACE RESTORATION
j 4
SERVER DETAILS
7f,
PROJECT
i
s E 13 SnVET
SE 162ND STFEEr
VICINITY MAP
PLAN REVIEW 04-12
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Parcel NLimber:0088000280 Applicant Name:
REVISI❑N
1" WATER
Ex 6' SS, FIELD VERIFY ELEVATION
PRIOR TO CONSTRUCTION
148 LF C-900 SD 0 1 0
153 LE @2101%
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PROJECT,:-
BERNASCONI
a ra
Scale I" = 10'
STA 21+93,00, 17.5' L
— r 413" (-b 'lt� I Yf''E e W1 BEEHIVE ...UHA
RIM 476.6o RIM=478 83
12" IE 469.63 (S, OUT)IE=1469,66
12" IE 469.63 (NW, IN)IE-469153
8" IE 473.60 (Sk IN)IE 475.53
12" IE 471.20 (N, IN) IE 469,53
1� I
f-
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INLET
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Site Address: 16204 1 14TH AVE SE, RENTON DNA 98055
IE 4fi9-63
�. �pWAS.�j��,�n,
-t
1,555 LO2 5
,AL LA�� �
RECORD DR WING
INFORMATIO ADDED BY TERRANE, INC.
REPRESENTS TH RESULTS OF A SURVEY CONDUCTED
IN JULY, 2018
Engineering
Scale: 1" _ - Sheet
of
PREPARED B K
IAA RBER T ENGINEERS
4620 ��200 TH S T SW SUITE B WAL YNN WOOD, 98036
PHONE- (206) 311— 3019
L ISA HA RBER TOOU TL 0OK. cOM
Project File
Number: