HomeMy WebLinkAboutzS-3227SetW
Q
Z
U
cr
a
III
NE 114 SEC. 19, T WP. 23 N. , RGE 5 E.
W
0
0
U
W
...I
LL
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSOOT /APWA STANDARD SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE,
AND MUNICIPAL CONSTRUCTION AND CITY OF RENTON STANDARDS IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE
AT NO ADDITIONAL COST OR LIABILITY TO THE OWNER.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON
INSPECTOR, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
3. UTILITIES AND GRADES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. A COPY OF THESE APPROVED PLANS MUST BE ON THE
JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN RIGHT-OF -WAY PERMITS NECESSARY BEFORE INITIATING OFF -SITE WORK
J6.
WITHIN THE ROAD RIGHTS -OF -WAY.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
_
UNLESS AN APPROVED SET OF PLANS IS SUBMITTED TO THE CITY OF RENTON THREE DAYS PRIOR TO CONSTRUCTION.
Z
7 DA TUM IS CI TY OF RENTON.
0
8. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95x' MAXIMUM DRY DENSITY PER ASTIM
1--
D-1557-70 (MODIFIED PROCTOR) UNDER ROADWAYS AND PARKING AREAS AND 90% MAXIMUM DENSITY (MODIFIED PROCTOR) OFF
z
ROADWAYS, AS SPECIFIED IN WSDOT /APWA SECTION 2- 03.3(14)C COMPACTING EARTH EMBANKMENTS, METHOD S.
W
9. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6- INCHES OR LESS, STYROFOAM BLOCKING SHALL BE INSTALLED AS A
a:
CUSHION BETWEEN THE TWO UTILITIES.
10. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. APPROVED CUTS OF EXISTING ROADS SHALL BE PERFORMED WITH A NEAT SAW CUT. ANY OPEN CUT SHALL BE
RESTORED PER WSDOT /APWA AND CITY OF RENTON REQUIREMENTS.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF WORKERS AND OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC
AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723 TRAFFIC CONTROL, SHALL APPLY.
12. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS
AND\OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND\OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS
ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF
THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE
CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF
THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
IF EXISTING UTILITIES ARE DAIMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR
SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION.(WSDOT SECTION 1 -OZ17 APWA SUPPLEMENT).
13. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREDEVELOPED
SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREDEVELOPED UNKNOWN SUBSURFACE CONDITIONS,
OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN
WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER SHALL MAKE NO CLAIMS TO THE
ENGINEER FOR COMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER OR OWNER HAS APPROVED
THE WORK IN WRITING. (WSDOT SEC 1 -04.7)
14. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1 800 - 424 - 5555) FOR FIELD LOCATION OF ALL
UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE
BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR
SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -0717 APWA SUPPLEMENT)
15. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND
COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
16. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL
BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR
ADJOINING THE SITE PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVI TIES AND TO REESTABLISH SAID POINTS AT PROJECT COMPLETION.
THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332 -120.
wwp
18. GROUNDWATER CONDITIONS VARY SEASONALLY. THE CONTRACTOR 1S REQUIRED TO REVIEW THE PROJECT SOILS INFORMATION AND /OR
PERFORM A SITE VISIT TO FAMILIARIZE HIMSELF WITH GROUNDWATER CONDITIONS ON -SITE AND WITHIN THE IMMEDIATE AREA. DEWATFRING
OF UTILITY TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND INCLUDED IN THE BID AMOUNT.
19. CONTRACTOR SHALL REVIEW GEOTFCH REPORT PREPARED BY GEOENGINEERS, INC. FOR DEWATERING REQUIREMENTS.
HORIZONTAL AND VERTICAL DATUM:
PER CITY OF RENTON SHORT PLAT APPLICATION NO. LUA -00- 088 -SHPL, LOT "C ", CITY OF RENTON LLA NO. 001 -88, RECORDING NO.
20010124900005,
VOLUME 242, PAGES 272 THROUGH 272 -C, RECORDS OF KING COUNTY, WASHINGTON.
TIES TO C/ TY OF RENTON HORIZONTAL CONTROL POINTS SHOWN HEREON.
BASIS OF BEARINGS:
MONUMEN TED NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 19, T23N, R5E, W.M. BEARING NORTH 88042'36" WEST.
BENCH MARKS:
CITY OF RENTON NO. 476
TOP OF HALF INCH IRON PIPE IN CONCRETE MONUMENT 15' EAST OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE AND SOUTH 15TH
STREET.
CITY OF RENTON NO. 659
ONE EIGHTH INCH BRONZE PIN AND CONCRETE PLUG INSIDE TMb INCH DIAMETER STEEL PIPE DOW 0.5" IN A MONUMENT CASE AT THE
CONSTRUCTED INTERSECTION OF SOUTH PUGET DRIVE AND BENSON DRIVE SOUTH.
ELEV. 85.46
mss: Fws. 2,2W
0 4
3350 Monte Villa Parkway
Bothell, Washington 9121 -897'2
(4w)"1 -4m
(aW)@f1 -ate
.o
pj�� • Aiailtsoft
C
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LA TEST ED1 TION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICA TIONS
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCA T1ON SO AS TO AVOID DAMAGE OR DISTURBANCE
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS
Z A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO
COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXI S77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS
LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS
11. DATUM SHALL BE CITY OF RENTON, 1988 NA VD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTIM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
LEGEND:
- SET 1/2" REBAR WITH
CAP UNLESS NOTED
- SET CONCRETE NAIL do WASHER
- CATCH BASIN
- STORM MANHOLE
- SANITARY SEWER MANHOLE
- CLEANOUT
- GREASE INTERCEPTOR TANK
- FIRE HYDRANT
- WATER VALVE
- WATER MANHOLE
- FIRE HOSE CONNECTION
- WATER METER
- POST INDICATOR VALVE
- DETECTOR CHECK VALVE VAULT
- CONCRETE FIRE VAULT
- METAL LIGHT POLE
- UNDERGROUND LIGHT JUNCTION BOX
- UNDERGROUND TRAFFIC JUNCTION BOX
- GROUND WATER MONITOR CAPS
- TELEPHONE VAULT
- CONCRETE PAD
- POWER VAULT
- STEEL TRANSMISSION TOWER
- TRANSFORMER VAULT
- TELEPHONE JUNCTION BOX
- TELEPHONE PEDESTAL
- TELEPHONE (MANHOLE
- POWER PULL BOX
- POWER SWITCH BOX
- POWER JUNCTION BOX
- POWER METER
- GAS VALVE
- STANDPIPE
- FLOW LINE - CURB GUTTER OR ASPHALT
ADJACENT TO EXTRUDED CURB
SHEET LIST:-
C1.0 COVER SHEET
C2.0 SEWER PLAN AND PROFILE
C2.1 SEWER PLAN AND PROFILE
C3.0 DETAILS
ROJECT SITE
sM
sM
1 -405
VICINITY MAP
N.T.S.
pis w.N0LBF 1 SKI"
�» FOUM COMCFAW NOWAOrt
FOLMO OalAh MONAOff V M TACK N LEAD N Ydl CAN
V M TACK N LEAD N MW CAK II�1M LIM W/4 9 CWM
MW MM N CABS
3
v
30
w
J
w
8
8
2W1.e9 mE►suaE
cn
I
RMMN UA -an -88 I
NW CORPAM LOT To
SI TE
NOTE: SURVEY INFORMATION PROVIDED BY
HARSTAD CONSULTANTS
HORIZONTAL CONTROL DETAIL
N.T.S.
S
Checked for Compliance to City Standards
sv one - -
LLLLLLLw�
WA E �.,+�+ 01 /31 /06
CI TY OF RENTON VILLAGE
i
RENTON RVA LAND LLC. PM. _
N118 am MW '
Planning /Building /Public Works Dept. C1 so
NO. REVISION BY DATE APPR -- nu MANNE"' NOTES .
1 4
�NEO AN t 2 JAf -- 1AI 4
ROLL 1 91"7
FR 3:l �.
0
•
1
�J
ti
�J
W
O
O
U
w
LL
W
W 0
� Q
a .._I
z J
U
W 1
� Z
Q
F..
z
W
a:
q
40
30
20
10
NV It:
PROVIDE TRAFFIC CONTROL PER
CITY OF RENTON STANDARDS.
130.35' FROM FACE OF CURB
143.44' FROM PROPERTY CORNER
z z � W 110.50' FROM FACE OF CURB
_—_
CO o�N i CAUTION! - POWER & TELEPHONE CROSSING
O0 LA_
(rl� U/G POWER
^' (NOT SURVEYED)
rr - -r -r-
1110
�•
W
LL. 0m
N
N
N
N
co
N
N
8 "ss
— -- -- — " — --
"" r
CAUTION!
r
-CAUTION! POSSIBLE
NEAT SAW -CUT
STORM DRAIN CROSSING
I
EX. SSMH —
POWER CROSSING
& SEAL.
IE (" SD �
8 " =23.7±
S2114
�
`� �
IE (8 SS) =18.7±
N 52413±
s
I
E 396295±
RESTORE PAVEMENT
do TRENCH PER
EXIST. 18"
EXIST. SSMH NO. 5319030
RIM = 27.1
IE IN (NEW 8" DROP) = 18.08
IE IN (EX. 18 ") = 13.5
IE OUT (EX. 18 ") = 13.2
APPROX. LOC.
APPROX.
241 LF 8 "0 PVC O S =0.004 F T /FT
NOTE:
CONTRACTOR SHALL INSTALL EXTERIOR DROP CONNECTION TO
EXISTING SSMH PER CITY OF RENTON DETAIL (SEE DETAIL 4 ON
SHEET C3.0), OR INTERIOR DROP CONNECTION PER CITY OR
RENTON DETAIL (SEE DETAIL 5 ON SHEET C3.0) IF, UPON FIELD
INSPECTION, EXISTING MANHOLE DIAMETER IS 54" OR GREATER.
SEWER PLAN
SCALE: 1"= 20'
NE 114 SEC. 19, TWP. 23 N., RGE 5 E.
MATCH LINE - SEE SHEET C2.1
I I
I 0 I
I � I
I � I
I N I
I I
I I
I I
I I
I I
I I
I I
i I
I I
I I CAUTION!
I I STORM DRAIN CROSSING CAUTION!
I f IE (12 "SD) =21.2± POWER do TELEPHONE
I I IE (8 "SS) =19.5± CROSSING
170 1 8* SS Ask
I SSl
SSMH N0. 1 TYPE 1 -48 "0
CAUTION!
5' OF REN TON
SANITARY SEWER
1 C ITY 15' CITY OF RENTON
SANITARY SEWER EASEMENT CROSSING SANITARY SEWER EASEMENT
IE (8" EX. SS) =17.21
IE (8 0SS) =19.6±
SSMH NO. 1
1
C2.0
10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00
SEWER PROFILE Ko"2
SCALE: HORIZONTAL 1 "= 20' C2.0
VERTICAL 1 "= 5'
w�►�o- i�►lia�
: F.. 2,2W 1
0 4
3350 Monte Villa Parkway
Bothell, Washinston AM1- 8a'i'2
(4# J -4M
lhpswm.�
ph� sr • ws • so voyn v • laria Arobigoota
40
H NO. 5 TYPE 1 -48 "0
0i��1
ao
Sqb3? ?702.
U O
0 a
J
SSMH NO. NO. 1 x in
30 RIM = -26.5± a w SSMH NO. 5 30
IE IN - 19.15 a. ,_ RIM = 27.7±
IEIN =19.15 a0
=
IE OUT = 19.05 IE OUT 20.0
I
I
I
20 170 LF 8 "0 PVC O S= 0.0050 FT T
20
I
I
I
CONTRACTOR TO VERIFY
HORIZONTAL AND VERTICAL
LOCATION PRIOR TO CONSTRUCTION
10
t;
CS
20 +00 20 +50 21+00
SEWER PROFILE
SCALE. HORIZON TAL 1 "= 20'
VER TICAL 1 "= 5'
21+50
3
C2.0
10
Checked for Compliance to City Standards
'°"t RENTON VILLAGE - -- 01/31/0
,., CITY OF
... �
*.AR RVA LAND, LLC.
*a ow RENTON
DATUM C290
"'�"�AD w Plonni� /8uildin9 /Public works Dept. SEWER PLAN AND
N0. REVISION BY DATE APPR � "''"�'"�""' PROFILE V.
Z 4
p A'R gas' c `r� , ` -' •' IAI_INININ
ROLL 191:7
F I;t
•
r ,
:j
•
0
Lf
1
N
ff
r-
N
d
r_
N
N
N
N
N
N
N
20 +00 20 +50 21+00
SEWER PROFILE
SCALE. HORIZON TAL 1 "= 20'
VER TICAL 1 "= 5'
21+50
3
C2.0
10
Checked for Compliance to City Standards
'°"t RENTON VILLAGE - -- 01/31/0
,., CITY OF
... �
*.AR RVA LAND, LLC.
*a ow RENTON
DATUM C290
"'�"�AD w Plonni� /8uildin9 /Public works Dept. SEWER PLAN AND
N0. REVISION BY DATE APPR � "''"�'"�""' PROFILE V.
Z 4
p A'R gas' c `r� , ` -' •' IAI_INININ
ROLL 191:7
F I;t
•
r ,
:j
•
0
Lf
1
N
ff
W
Q
Z
H
U
W
O
w
a
•
ROLL 1 3l�
•
��t
UV
NE 114 SEC. 19,; TTNP. 23 N., RGE 5 E.
W MATCH LINE - SEE SHEET C2:1
SEWER MENT\°�
U O f'z O I SN
z a 2 r' i �y
J 18
�n nJl I
rM
CI 3/ �4 �0 "y <
?G ao ❑ ❑. 1 ❑ I n 15' CITY OF 1
' T o RENTON SANITARY /
05� \ v -I I SEWER EASEMENT
>
//w��/ T �a F I I: oft VI
Q. /. { 117 ✓ I
z J 1J i .7/ J; SEE TI E REPORT I'. NOTE 3 -SHEET 2 :� 1
J. c. TITLE Rr CRT NO 3 S!'Et'. 2 1.
0
w > c - CITY LIGHT RANSM SSIO'v I� / �,� c,� �v L�.� �. .,�^ T '< 1 1 o I �, D
__ - - - - -_E :ILE T =- AND 7210 00118 m i z N iRTr ISSMHFNODF1 _ / L
o RE'0RD;NG NOS. 3664599, 3654560. � 'I � I' // c I 'L )T �.ne , � LL..... J �, _ - -__ T
58 LF1
o ® < < °v i o 1�� 02.0 6 MIN A IEEft N F
N. /// J
G J
r QQ��ff
I DU ING $UR�Y r—
m
-- i
U - - -- , 369 LF a -- - -- -
- -- `G
- - - -- % i/
_ -- �n ASP AL,
z"! - -- - - - -- °vd -
- - - - -- -- - - - -- _
-EOEE � RSPHALT ce qe E ;E � 1 FL /
OP 26.6
SEE - -LE REPORT ^.G IE 1c =,HrcT � .,
r- oy t8 18 1 Z A
I_ ruwt-R EAS VEN P -- - -- Z 15 OF RENTON H, -w,2
t I .I I ROADWAY
Gli
AAARRR777
' -- RED NO. 87081002
_ ! /' -- T �sF, O ASP H A 5AF11T SEWER EASEMENT iNVe s 21:< l
he "s - _
w j ��
u
_ I 12" STORM _
EDGE ASPHP.LT c��c ASPHALT �`
TELE. HONE �'
Ex � /Y
-& STORM SEWER ',..I ®r. =I�
/ 6 R�
° m
r 14" 11
M
SEWER PLAN 1
SCALE. 1 "- 20'
40
EX
Ittuu Ittou 7Z +uu lZ +Su 13+00 13 +50
SEWER PROFILE 2
SCALE: HORIZONTAL 1"=20'
C2.O
VERTICAL 1 "= 5'
S aF WAS/y
14 +00
s•yirios
'p
n
n
TI
n
n
L
n
1
J
i
14 +50
FA IV
RECORD DRAWING NOTE:
RECORD DRAWING PREPARED BY W &H PACIFIC BASED ON
SURVEY BY W &H PACIFIC
Checked for Compliance to City Standards
I
32484
S O '
/ST\
SSiorvA�E
3350 Monte villa Parkway
Bothell, Washington 98021 -8972
(425)851 -4800
(425)951 -4808
whpacific.commJDD
RECORD DRAWNG
HCS
02 / 08 / 07
JUTE
sN—
� SCAT Y E
0N
DATUM
s. CITY OF
- RENTON
Planning /Building /Public Works Dept.
I
RENTON VILLAGE
RVALAND,LLC.
SEWER PLAN AND
PR(,1GI1 G
o 02/08/07
EXIST. SSMH N
RIM = 27.1
5319030
I
I
i
NYG
N-
" -
°R"`"'te HOi
NYG
TYPE
I
I -48 "0_
30
- I€- IN -(N Ey g__pROP-)
IE IN (EX. 18 ")
IE OUT (EX. 181')
=15.5
13.5
13.2
I
L"L,Q
sHEEr: CF:
(
i
BY
DATE
APPR
1z 1
El(PIRES: OBI28I05
I
N0,
RSMH
IE
IE
21-8
IN = 19.46
UT= 19�36
�
-
I
—
EXIS
ING GRADE
_j
—
—
-
I —
III
III
20
APPROX.
OF
APPROX.
F- €XIST.
LOC.
XIST. POWER
LOC:
-0WE -R --
gPPROX.
OF E "IST.
j
LOC.
POWER
APPROX.
EXIST. S
LOC. OF
FORM DRAIN
APPROX
OF EXIS
LOC.
. POWER
198 LF 8 "0
PVC C900 ® S10.004
FT /FT
--
lf1
III
T. 18' (
369 LF -a g
avr CSnO ®S
- 0.014 FT FT
APPROX. LO
I
`
NOTE:
OE EX�RT
10
CONTRACTOR
CITY OF R
SHALL INSTAIL
NTON DETAIL (
INTERIOR DR
EE DETAIL 5 0
P CONNECTION
SHEET C3.0) IIIIP
ER
T
O
ri
N
f\
N
(\
N
ri
N
ri
N
f\
N
ri
N
ri
N
ri
N
ri
N
ri
N
ri
N
N
ri
N
ri
N
t\
N
ri
CN
ri
CN
N
Ittuu Ittou 7Z +uu lZ +Su 13+00 13 +50
SEWER PROFILE 2
SCALE: HORIZONTAL 1"=20'
C2.O
VERTICAL 1 "= 5'
S aF WAS/y
14 +00
s•yirios
'p
n
n
TI
n
n
L
n
1
J
i
14 +50
FA IV
RECORD DRAWING NOTE:
RECORD DRAWING PREPARED BY W &H PACIFIC BASED ON
SURVEY BY W &H PACIFIC
Checked for Compliance to City Standards
I
32484
S O '
/ST\
SSiorvA�E
3350 Monte villa Parkway
Bothell, Washington 98021 -8972
(425)851 -4800
(425)951 -4808
whpacific.commJDD
RECORD DRAWNG
HCS
02 / 08 / 07
JUTE
sN—
� SCAT Y E
0N
DATUM
s. CITY OF
- RENTON
Planning /Building /Public Works Dept.
RENTON VILLAGE
RVALAND,LLC.
SEWER PLAN AND
PR(,1GI1 G
o 02/08/07
NYG
N-
" -
°R"`"'te HOi
NYG
o�E INCH
* usCUE
IF NOT ONE. INCH
cuE MCC.,1-
L"L,Q
sHEEr: CF:
BY
DATE
APPR
1z 1
El(PIRES: OBI28I05
Planners Engineers • Surveyors • Landscape Architects
N0,
REVISION
I
w
0
w __
�4d� d
clsti ld 3 C PJio A
0N11SN10„ N01N3�
0 NMI
cs
oa z
w Nvg,E.s
z J
8 i
w 6 .�
0
o
F-
m s�,
z n
w � "zmT0z j'L�
n
SA
V,
00 =m o
A
m m m
z ?�/
r
t
D
NE 114 SEC. 19, ` TWP. 23 N., RGE 5 E.
SEWER PLAN MATCH LINE SEE SHEET C2.0
SCALE 1 20' C2.
U
w
Z
W
Z
U
1—;
C
N89° 28'13"E
0
A
E
\\ \PORKIt.'C;
10
0 0
z
G7 LT
YI
CONCRETE DRIVEWAY
�•:rr� c.. �:rr
q'
N
i
30
-X 6" SS S0432270bo
t=�=
'0
RECORD DRAWING NOTE:
RECORD DRAWING PREPARED BY W &H PACIFIC BASED ON
SURVEY BY W &H PACIFIC
0
Checked for Compliance to City Standards
14 50 15 +00 15 +50 16 +00 16 +50 17 +00
SEWER PROFILE 2
own SCALE: HORIZONTAL 1 "= 20' C2. D
ry VERTICAL I"= 5'
�R 32464 0 ®
Bothell, ll, Was ing Parkway I RECORD DRAWING HCS 02/08/0]. JMTE SCALE ,,. � CITY OF RENTON. VILLAGE w02/08/07
y.tg Bothell, Washington 98021 -8972 "O'N..wNw`Die'a/IN`+ x
�2/ D60N @. �.0
E'\ ?� a 1425)951 -4800
�ss(oNAL wvc RVA LAND, LLC.
RENTON
�: � P
(425)951 -42108
OxEO: C2.1
whpecifiacom app. I Planning /Building /Public Works Dept. SEWER. PLAN AND
E.M. 08]28]05 I SIrE�x N.. I.
Planners En meers Surve ors Landscape Architects N0. REVISION BY DATE APPR nr< x0 xc�x
B� Y PR(lCll C sxm: _ at
KI
i
I
i
SSMH NO.- 4 TYPE
1 -48 "�
L)
0
RIM =-27 510
IEIN= 21.75]
IE OUT = 21.155
SSMH NO. 2
E 1-48 "0
00
x rn
EL
w
SSMH NO. 3
TYPE 1 -48 "0
_
IE IN = 20.29
RIM= 27.51
IE OUT =.2094
t.o
•
IE OUT — 20.9
co
+.m
` ~ w
A:Exiii
.
TING GRADE
198
LF 8 "0 PVC
C900 0 S =0.004
FT /FT
148
F 8 "0 PVC
C90p
0 S =0.0044T
/FT
PVC CS00
�23 FT /FT
APPROX.
LOC.
07 —L"0
®S Cr
I
i
F EXIST. 8" SEWER
o
N
0
N
0
r;
N
0
N
o
N
o
-n
N
co
N
0
Ed
N
0
ro
N
0
ro
N
Io
N
N
N
N89° 28'13"E
0
A
E
\\ \PORKIt.'C;
10
0 0
z
G7 LT
YI
CONCRETE DRIVEWAY
�•:rr� c.. �:rr
q'
N
i
30
-X 6" SS S0432270bo
t=�=
'0
RECORD DRAWING NOTE:
RECORD DRAWING PREPARED BY W &H PACIFIC BASED ON
SURVEY BY W &H PACIFIC
0
Checked for Compliance to City Standards
14 50 15 +00 15 +50 16 +00 16 +50 17 +00
SEWER PROFILE 2
own SCALE: HORIZONTAL 1 "= 20' C2. D
ry VERTICAL I"= 5'
�R 32464 0 ®
Bothell, ll, Was ing Parkway I RECORD DRAWING HCS 02/08/0]. JMTE SCALE ,,. � CITY OF RENTON. VILLAGE w02/08/07
y.tg Bothell, Washington 98021 -8972 "O'N..wNw`Die'a/IN`+ x
�2/ D60N @. �.0
E'\ ?� a 1425)951 -4800
�ss(oNAL wvc RVA LAND, LLC.
RENTON
�: � P
(425)951 -42108
OxEO: C2.1
whpecifiacom app. I Planning /Building /Public Works Dept. SEWER. PLAN AND
E.M. 08]28]05 I SIrE�x N.. I.
Planners En meers Surve ors Landscape Architects N0. REVISION BY DATE APPR nr< x0 xc�x
B� Y PR(lCll C sxm: _ at
KI