HomeMy WebLinkAbout03D1739O
N
N
CV
O
1
I
I
I
NE 1/4, SECTION 8, TWP. 1N, RANCE 5E
CONSTRUCTION SEQUENCE:
I STA. O+Od
EX. SSMH INO. 511-52
RIM= 303.99
1. E. = 7 2.91. 94 (1 N) 2 91, s4 (OUT) GRAPHIC SCALE
CORE'AND RECHANNEL 30 0 15 30 60
00
IN FEET
1. .=297.19, 12" CMP 1 inch = 30 )ft.
I
GR V. DRIVE
A.C. PATCH EX. BLDG. EX. BLDG.
i
I I.E.= 296.27, 12" CMP
I I . E. = 295.74, 18" D.I. t 13.2
44- LF - 8" 0 PVC
SDR-35 ® 8:-SW. 0.54
DRIVE STA. 0+7-3 37; 21-.%' LT. 0+69.74
21.1 29.95 LF 6" 0 STUB 21. 06' LT
® 2% & C.0 PER
AUBURN DTL. SEWER-02 EX. BL G.
I. 294.19, 18" D.I.
1 STA. 1 + 13.17 g
NEW SSMH NO. 512- 48"
GENERAL NOTES:
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND
BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL
REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE
CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS
MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING
CONSTRUCTION.
3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL
CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT (253) 931-3010 TO SCHEDULE A
MEETING.
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED
THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL
UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES.
IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR
UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON
(RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS,
POWER, TELEPHONE AND TELEVISION).
5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING
MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES
THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY
BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES.
6. THE CONTRACTOR SHALL BE REPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT.
PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND
STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND
THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY
SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.
7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER
THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED
PROFESSIONAL ENGINEER.
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO ACCEPTANCE. REFER TO THE CITY'S RECORD
I.E. 293.69, 12 CONC.RIM = nn�t (ADJU T TO RA E)298,95 LOT 2 OF KING COUNTY LLA S90MO40R RECORDED UNDER KING COUNTY CONSTRUCTION DOCUMENT" HANDOUT.
I.E. = 289.04 (IN) 292. RECORDING NUMBER 9411141087
-----------I.E. = 288.94 (OUT) -- _
292 55-------------
STA. ++2 .-76, 25.03' LT. 1 +41.56 T- _--_---
2 9 29.06 LF 6" 0 STUB
a4: NI ER',BU H ® 2% & C.O. PER I
AUBURN DTL. SEWER-02
REPLACE EX. CULVERT W/60 LF I I
.E.= 29 .06, 12" CONC. 12" CONC. ® 3% (I.E. IN = 293.69,
I.E. OUT = 2 1.89) �
\ ; EX. LAWN -\-,.
SEW. ESMT.
1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN.
2. BEGIN CONSTRUCTION PER PLAN.
3. UPON COMPLETION OF SEWER INSTALLATION, RESTORE PAVEMENT PER DETAIL.
4. CLEAN CONSTRUCTION SITE.
NOTES:
1. PROVIDE CONTINUOUS ACCESS TO ALL PROPERTIES AFFECTED BY CONSTRUCTION
OF THE SEWER LINE.
2. USE KOR-N-SEAL BOOTS ON SANITARY SEWER MANHOLES.
3. ALL EXISTING TREES AND CLUSTER OF JUNIPER BUSHES SHOWN ON PLANS
ARE TO BE PROTECTED IN PLACE.
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL
ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE
EROSION/SILTATION CONTROL PROCEDURES.
5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO
REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL
ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD
DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY.
6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND
SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE
STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE;
FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE
SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED
WITHIN 10 DAYS.
FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN
STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA
GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR
MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEEET THAT
WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY
LEGAL DESCRIPTION
I I
EX. BLDG.
EX. BLDG. I
333940 0280 I I
I
FULL DEPT141 CRUSHED ROC '
6" MIN. A.C. PATCHI
i
•34 7 ______ DRAWING AREA DRAWING ARE '
STA. 2+50.22, 7.59' LT. -� I
-� - SEE SHEET 2 (SEE SHEET 3)
EP 7.3 7 g9 LF 6 �d =8------- ( ) �
® 2% & C.O. PER
AUBURN DTL. SEWER-02 I
_ 8' APPLE 333940 0287
E (1E' SA W. ESMT. _ ;
----------------------------------------------------------- I
---------------
\ 1 ° ST 2+866A, LT. ---- --♦
LF 6" 0 STUB ,
® % & C.O. PER I '
i I
\\ 3 00 \ Ail URN, DTL. SEWER-02-6 BLDG.
Ex. I
272." I
'
96 274.1 LF - 8 0 PVC I I
\ \ ` S35 DR-0.A7 Moo %
' I I
\ I \ C"v pi
4 ;E 302 `AR ;' \' �
EX. BLDG. QUANTITIES: \ \ 33940 286 304EX. BLDG. 16 5.48 5 A, 5+ 3`r l0-2? 1-3U EX, BLDG. I
I \ 1 SA.S S EST. STA 8"87 .0 LF ,. � 940 LF TRENCHING
INSMH NO. 5 2 4r, 8" 7
\ PlvEx /1 I = 299-.-00 A JUS 0 GRADE) 303.12 I EX. BL'
29G. 4 (1 ) 2gq 02 21.31 16.5
\ \ I.E. _ ( UT 49 , 92 �1�/ 331 * 7LF - 8" vs PVC I i STA. 6+W.9&, 1 Er:96' LT.
ij SDR 5 0 9:75-% 9.41% � 16'S �'� LF 6" 0 STUB
-------- - ______ ® 2% & C.O. PER
71 3AUBURN DTL. SEWER-02
_ 33394 284-Y - 333940 0284
P ER T OR
CABL %TV RISER
PRIVA SAKI ARC' -- ER
GR A V, S
,--�. - -
SE - A --.
- - -- STUB � A 12 R 2Qy r A
\ 32 ,. t S
i 1/ 6„ DOUG. t�
FOUND REBAR/CAP t}+00. 20" MAPLE Q 16" �''`�-' 3z" cED�e '
qq i 4 OUG. 1IR 10" CE4
STA. �7 RT. �6.s1
6&'28-88 LF 6" 0 STUB k, -T 33 4 -028
® 2% & C.O. PER SAN. S W. E'`S�II ��20
i AUBURN DTL. SEWER-02 STA. \
- NEW S NO. 512- , > 48\k ,�
RIM f ( ADJUST TO,-<;RADE)
EX. BLDG. 330,39 I.E. 321-14 (IN)-3 4 14.37
333940 0285 I.E. = 321-.G4 (OUT TA. 7+37-68, T.
323.44 f
02%&C.O.PE �
AUBURN DTL. SEWER-02
SEWER SITE PLAN
AS-BUILTS SF.T
LY14Dr-ROROLmilD PIPE LOCATION BASED ON SU'tFACE FEATL'R3S. ACTUAI
LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BUMT
COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING
CONSTRUCTION`!, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS
DETERNGNE BY ' OR UNDER MY DIRECT SUPERVISION ON THIS
DATE;
940 LF - 8 0 PVC PIPE
4 - SANITARY SEWER MANHOLES I
6 - STUBS
162 LF - A.C. PATCH ;
29.11
FOUND REBAR- NO CAP STA. 9+36-1-3
NEW 8" CLEANOUT
4.31 RIM = 349.33
2"ECDA I.E. 336.48
5' SA
W. ESMT. jv
MAPLE S" EDARI Co
R2» M -� x ?- o
m
23G: LF - 8" 0 P 4' CEDAR .�...
S -35 ® .49% 1 X
STA. +59..52, . 7+ 60.0 6.9 RT
�. 6 97.56 LF 6" 0 TUB
® 2% C.O. PER 333940 0288
AUBUR DTL. SEWER-02
CALL 48 HOURS
BEFORE YOU DIG
1-800424-5555
>
pA,0
RIVE
2eND
ST �A
21,st
ST NE
2pth
��
SITE
ST NE
1 19th DR
17th
NE
o
R
16thZti'j'
E-
z
VtClNtTY MATr �-
SCALE: 1 " = 1000'
LEGEND
O
EX.
SSMH
❑
EX.
POWER TRANSFORMER
-0-
EX.
UTILITY POLE
o
EX.
CABLE TV RISER
0
EX.
GAS STUB
-TPM-
EX.
TELE. PAINT MARK
GPM-
EX.
WATER PAINT MARK
GPM-
EX.
GAS PAINT MARK
EX.
CULVERT
EX.
DITCH
X u -
EX.
FENCE
oocl:�D
EX.
ROCKERY
_-
EX.
CONIFEROUS TREE
-
EX.
DECIDUOUS TREE
DATUM: CITY OF AUBURN
SHEET INDEX
BENCHMARK: SSMH #511-52 -
ELEVATION: 300.52 [NGVD29] 1
(ADD 3.53' = 304.05 [NAVD88])
2
NOTE: CONSTRUCTED RIM AND
INVERTS SHALL BE "AS -BUILT"
TO CITY OF AUBURN DATUM
[NAVD88]
PARCEL NO:
3339400288
3
COVER
PLAN
PROFILE
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRA TOR'S CONSTRUCTION RECORDS.
BY: DATE: �OQ�' 0
TITLE/POSITION: ,Aw
CONFIRMED BY CITY D E:
c m
PROJECT REF: FAC 02-0021
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
AUBURN'S ENGINEERING DIVISION
REQUIREMENTS.
APPROVED BY:
l ATE APPROVED:
V LL LV
Amb, 1: \ PROJECT \ 02220 ARMSTGNG \ 02220EING. DWG
03 v I o?;At
0
N
04
04
0
Al
10
�, `� /
/jo
ry
0co,
\0 ('v 0\10
Co
318—
A-
Q2
C
_3
00 ov L-
'V* GRAPHIC SCALE
"I *
Qr 0 / @ \,Try , / �/ / 0 10 20 40
ry V> \ ;Z\ I I I
A-)' (Z:)' -)y \�f ML @ Q)
�o 4, 40 Az _lZ5 41 vot
')v Q 4-9) 4�Z- 11 A�z ( IN FEET ) �/ /\, "/ �4.) C5
C-9 Q, t <* ': 4q:- I inch 20 ft. A-)
4- IQ:- Q
Q 4v y. 10L
0
6j
I-V
00' @
.0
ey
0), ci
?)
0
(C-b
�D § J_
/V
A.,
_Q7- T: e
Cv
C)
0) @ 6 Q) 0)
y)0
108
\ � Tp -
b blub of I
REPLACED 12 CULVERT
CROSSING, I.E. 292.14±
1 +100
0
C\j
-- ------- -- -
C) C)
PLAN
SCALE: 1 20'
e /
NATIVE FILL MATERIAL
-FROM 'TRENCH EXCAVATION
"(D-I-SK, ACED- B-Y.--PIPE- BEDDlIqj,G)- -
r
0
CN
RECORD DRAWING CERTIFICATION
STA. 3+88.4
< N Q N _-_ _- __NEW__SSM_H__NO._51-2 67 THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
Lli uj RIM != 299.E)E)± (ADJU5_T-TO-GRADE) 5+00
DATE: o< o< 303.12- BY:
(IN) 294�02_(IN)
uj U) uj cn
TITLE POSITION:
I.E. 240--5* 293; 92-(OUT)
STA. 2+86.fi86766 CONFIRMED BY CITY DATE:
PROFILE
SCALE: 1" = 20' HORIZ.
1 " = 5VE R T.
AS -GUILTS SET
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL
LOCATION MAY VARY.
I CONFIRM THAT TIE LOCATIONS, ELEVATIONS, DEPTHS, AND AS-BLW
COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDMW AS
DETER UNDER MY DIRECT SUPERVISION ON THISDATE.
CALL 48 HOURS
BEFORE YOU DIG
1 —800-424— 55551
(*TC++_vR(
STA. 4 + 00.46
IiTu
m
PROJECT REF: FAC 02-0021
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE WITH THE CITY OF
AUBURN'S ENGINEERING DIVIS4ONe.
REQUIREMENTS.
APPROVED BY:
DATE APPROVED: 3 17-01
I]
1 '
I GRAPHIC SCALE
LDG. 1 20 0 10 20 40 I
1
I QUANTITIES:
EX. BLDG. 1
( IN FEET) 1
$» +3 ' LT 1 940 LF TRENCHING 1 inch = 20 ft. I
STA 5 6,0? � f 3. 0 I 940 LF - 8" 0 PVC PIPE 1
i
t -r0 GRADE) -1-3.0 LI 1 EX. BLDG.4 - SANITARY SEWER MANHOLES
1 21_31 � 16.E ELT I
1��3i2•� STA. 6+�, 1`5-f}0 LT. 6 -STUBS
3t1'� LF - 8 0 PVC I 162 LF A.C. PATCH
SDR- 5 @ � 9.41 % 16.5 � 00 LF 6 0 STUB I
@ 2% & C.O. PER 1
------�•--.� =._ _ - AUBURN DTL. SEWER-02 '
333940 0284 29.11
333940 0284 �� CABS 'TV RISER STA. 9+36.13 ;
Ei
AR- P FOUND REB NO CA W 8" CL
W - PO ER TRAM ORMER NE EANOUT
SA SEW. ESM 354 31RIM -
r AS STUB -
8" 10",20" CEDA -i
16 DOUG. FIR32 Ctrt 2� Q, ES I.E.E6
\ A -. —_ 15 S W. M T. 13 4
4 MAPLE 18„ CE - 1
('-, , D
16"C
r2" M X X X —
14 UG. IR 10" CED X - _: 1 332i7'' MAPLE �`
SAN. S W. GSM G„ GEDA
_ _ _ _ _ -
f
�
Y .
_-X 230.9
STA. 6 �`' LF - 8" 0 P 4 CEDAR
NEW S NO. 512 e8, \ 48
„ �, S -35 @ .49% !x
RIM = f ADJUST TO�ADE�� ��`�, `�' \ STA. +&9:59-, .7+ 0.02
EX. BLDG. 330,39 1.E. (IN) 323 49 LF 6 0 TUB
333940 0285 � � \ 0 2% C.O. PER 333940 0288
I.E. = 3� (OUT TA. 7+3�-6�$, " . T. �� T ,, AUBUR DTL. SEWER-02
7.50 6 � STUB -����, 1 �.
2% & C.O. PE
AUBURN DTL. SEWER-02 V
PLAN
SCALE: 1" = 20'
aal
/
i
60.02
I
9+00
ASPHALT CONCRETE CLASS B (3" MIN.)
REPLACEMENT PATCH TO BE
1" THICKER THAN PREVIOUSLY
FINAL JOINT MUST
BE SAW CUT
EXIST. ASPHALT CONCRETE 1 1 /2"
MIN.
......
......... 6„
6" MIN. COMPACTED CRUSHED ° 00 o °
SURFACING TOP COURSE o 0 0 0 0 0 ° 0 NOTES:
° 0 0 0 00 ° o 0 0 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED EACH
0 0 o DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE
COMPACTED CRUSHED
ROCK BACKFILL 0 00 0 ° o 0 ° o CITY ENGINEER AND TRAFFIC ENGINEER.
2 ALL JOINTS BETWEEN THE NEW & EXIST. ASPHALT PAVEMENT
o -
SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION.
AS REQUIRED 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN TWO (2) WEEKS OF COMPLETION OF WORK WITHIN
THE ROADWAY AREA.
PAVEMENT RESTORATION DETAIL
00
0 N.T.S.
Ln
\ 0
Co;
ro
-330 -
As bU I ITS SET
UNDERGROUND PIPE LOCATION BASED ON SURFACE: FEATURES. ACTUAL
LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT
COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDnWW AS
DETERMF,S.by. MXQWMDER MY DIRECT SUPERVISION ON THIS
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS.
BY: DATEA
TITLE/POSITION: �_e
CONFIRMED BY CITY DATE:
ULU
PROJECT REF: FAC 02-0021
THESE PLANS ARE "APPROVED" FOR
CONFORMANCE NTH THE CITY OF
AUBURN'S ENGINEERING DIVISIONc? .5_1-1.o3
REQUIREMENTS.
APPROVED BY:
DATE APPROVED: -/7-403
1
2220 OF 3 1
t\PR01ECT102220 ARMSTONG \ 02220ENG. DWG
03 0 173ST