HomeMy WebLinkAbout02D1659GRAPHIC SCALE
300 0 150 300 600
( IN FEET )
1 inch = 300 ft.
GENERAL CONSTRUCTION NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF
AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND
REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
(WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY
THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT
SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN
STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT
THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE
WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE.
IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND
FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122
REVISED CODE OF WASHINGTON. 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).
6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL
AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED
BY LAW AND REGULATION.
7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING
PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE
APPROVAL OF THE CITY OF AUBURN. 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.
8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL
ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE
EROSION/SILTATION CONTROL PROCEDURES.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE
ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES.
10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH
STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF
EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE
PAINTED WITH ASPHALT EMULSION (CSS-1).
11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE
APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING.
12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS
SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S
STANDARD DETAIL NO TRSP-1.
13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A
MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER,
STORM) OF FIVE ._FEET (5').
14. ALL CONSTRUCTION SURVEYING FOR EXTENSION OF PUBLIC FACILITIES
SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND
SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
15. 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.
16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE.
REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT.
17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT
WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING
NEW SECTIONS.
18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR
EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE
CITYYS STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS
OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR
AROUND THEM.
19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE
ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS.
20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR
35 PIPE.
21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH
MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6")
MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL No.
GEPT-2.
22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL
NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURES.
23, ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN
GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14.
24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY"
SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS
PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD
DETAIL GEPT-1.
25, CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL
REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN.
LAKELAND SOUTH STORM DRAINAGE EXPANSION of POND
LEGAL DESCRIIP71ON
POND 1 IS A PROPOSED PUBLIC STORM DRAINAGE
FACILITY WHICH WILL ULTIMATELY BE OWNED AND
MAINTAINED BY THE CITY OF AUBURN. THE POND
AND ASSOCIATED CUT AND FILL SLOPES WILL BE
DEDICATED TO PIERCE COUNTY AS RIGHT OF WAY.
THE LIMITS OF THE DEDICATION SHALL INCLUDE THE
WESTERN TOE OF THE POND EMBANKMENT AND
OVERFLOW SPILLWAY AND EXTEND FROM THE
EXISTING RIGHT OF WAY OF THE SOUTH ACCESS
RAMP AND LAKE TAPPS PARKWAY CONTINUING EAST
TO THE INTERSECTION OF THE PARKWAY AND SOUTH
ACCESS RAMP.
COVER SHEET
A PORTION OF SECTION 6, TOWNSHIP 20 FORTH, RANGE 5 EAST,
W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON.
..l111lll,.
TOPOGRAPHY NOTE:
THE EXISTING TOPOGRAPHY SHOWN HEREON IS FROM
AERIAL TOPOGRAPHY FLOWN IN NOVEMBER OF 2000.
GRADING OUANTITIES=
CUT - 217,300t C. Y.
FILL - 0± C. Y.
NET - 217,300t C.Y. (CUT)
NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY. THEY
ARE INTENDED FOR THE PERMITTING PROCESS. DO NOT USE
FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE
STRIPPING, CUT OR FILL ADJUSTMENTS FACTORS APPLIED TO
THEM AND WILL VARY DEPENDING ON THE SOIL CONDITIONS.
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NOTE:
CONTRACTOR IS REQUIRED TO HAVE THE CITY
OF AUBURN STANDARD NOTES AND STANDARD
DETAILS AND SPECIFICATIONS AVAILABLE ON JOB
SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
ONE -CALL NOTE:
#1-800-424-5&W
ENGINEER/SURVEYOR.-
APEX ENGINEERING, P.L.L.C.
2601 SOUTH 35th STREET, SUITE 200
TACOMA, WASHINGTON 98409
ATTN: JERRY WAKEFIELD
PH.# (253) 473-4494
OWNER/DEVELOPER:
EVERGREEN TUCCI PARTNERS, L.L:C.
1302 B PUYALLUP STREET
SUMNER, WASHINGTON 98399
ATTN: JAY BABCOCK
PH.# (253) 891- 7995
GG� -A � .. I
BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD
MAPS FURNISHED BY OTHERS AND VERIFIED WHERE
POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX
ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY
OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF
EXISTING UTILITIES IN THE AREAS CRITICAL TO THE DESIGN.
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SCALE 1 " = 114 MILE
BENCHMARK DATUM (NGVD29 VERT)
BRASS MON. AT S.E. CORNER OF B.N.R.R. NAD27 (CITY OF AUBURN)
BRIDGE SPANNING THE STUCK (WHITE RIVER) USGS (PIERCE COUNTY)
(REFERED TO UNDER PIERCE COUNTY DATUM AS
B.M. 0-11 (USGS) STD. DISK STAMPED "100 1913"
ELEVATION = 100.42 (CITY OF AUBURN) PARCEL NUMBER:
ELEVATION = 100.049 (PIERCE COUNTY)
052006-3-015
T.B.M.
CENTER OF SANITARY SEWER MANHOLE LID 5' NORTH
AND 6' WEST OF INTERSECTION OF EVERGREEN WAY S.E.
AND 58th PL. S.E. ELEVATION 572.50 (AUBURN)
CONSTRl1C11ON SEQUENCE
1. CALL ONE -CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
DESIGN (1-800-424-5555).
2. HOLD PRECONSTRUCTION CONFERENCE WITH CITY OF AUBURN.
3. CALL CITY OF AUBURN FOR INSPECTION.
4. GRADE PROJECT TO PLAN GRADES.
5. INSTALL STORM SYSTEM.
6. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS.
7. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED.
8. VERIFY STABILIZATION OF SITE.
9. CALL CITY OF AUBURN FOR SITE INSPECTION.
SHEET INDEX
SHEET I cSHEET
sHEEr 2 EXNISTISTI NG rOP06R�APFII� 1901EURLU
SHEET 3 POND GRADING AND DRAINAGE PLAN
SHEET 4 POND CROSS -SECTIONS
SHEET 5 NOTES AND DETAILS NAMEQATE L303
LEGEND
PROPOSED CENTERLINE
- - PROPOSED RIGHT-OF-WAY
--- --- PROPOSED DITCH FLOWLINE
PROPOSED STORM DRAIN LINE
EXISTING PROPOSED
0 TYPE It CATCH BASIN
❑ ■ CATCH BASIN
RIP RAP (6" - 8" QUARRY SPALLS)
572 PROPOSED FINISH GRADE CONTOUR
- - _�f"_- - I— EXISTING GRADE CONTOUR
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACPRIS C STRUCTION RECORDS
8Y: (vo
DATE: 2" 3 &3
TITLE/PosrnON: Q/-aL� '�ti�`./'
CONFIRMED BY CITY DATE:
EXPIRES; 11-07-,0;2-
0
PROJECT REF: FAC #01-0004g/%l
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REQUIREMENTS.
Approved By.
Date Approved. ! 7zo f
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DEEM G.J. and IAW.
DRAWN J.E. and G.J.
CHECKED At Weber
SEC 6 T 20 M R 5 E.
Ft E NO 1.\LAKELAND-\LAKELAND-S0\26979-1-1
DATE 02./�21/011 /�
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PER AND
CITY OF AUBURN COMMENTS
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8-6-01
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2
PER D.O.E COMMENTS
I
6-12-01
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PER CITY OF AUBURN
I AND D.O.E. COMMENTS .
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5-24- 01
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GRAPHIC SCALE
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NORTH ( IN FEET
`_=__ 1 inch = 40 ft.
NOTE: THE EXISTING VEGETATION ON THE DOWNSTREAM AND
UPSTREAM FACES AND ALONG THE DOWNSTREAM FONDATION AREA
OF THE POND BERM EMBANKMENT SHOULD BE CUT DOWN SO THAT
IT IS POSSIBLE TO VISUALLY INSPECT THE ENTIRE EMBANKMENT AND
FOUNDATION AREA BEFORE CONSTRUCTION OF THE NEW POND
MODIFICATIONS PROCEEDS. CONTRACTOR SHALL CONTACT THE DOE
DAM SAFETY OFFICE (1360-407-6420) FOR VISUAL INSPECTION
AFTER VEGETATION HAS BEEN CUT DOWN.
PF " SZ3 3 0f S
LAKELAND SOUTH STORM DRAINAGE EXPANSION of POND I
APPROWD BY
POND GRADING AND DRAINAGE PLAN ,PIE
n roRran of aEcrarr a rowNSf 20 rroRn+, Rnnae s easr,
W1.1, IXfY OF AUBIkN, PIERCE COUNTY, WASFWOTGNJ.
IG ER DATE
i
t � � � t
f r CONSTRUCTION NOTES:
(NOTE. STATIONING FROM LAKE TAPPS PARKWAY)
POND BOTTOM EXISTING C8162, TYPE 2, 60.0
STA: 96+20.15STA: 96+32.19
�✓r- `� t OFFSET 113.51' RT OFFSET: 399.54 RT
RIM = 244.00, TO BE LOWERED TO ELEV. = 24a.e 2-42.91
Pw 9DTTOM REDUNDANT OVERFLOW STRUCTURE
�•.�.` `° STA: 96+78.64 I.E. (N M 36IN = 226.23
t �, u OFFSET. 126.47 RT I.E. (S) 36 OUT = -226.23
LADDER (SE)
POND BOTTOM 14 EXISTING 150 LF 36"0 RCP CLASS IV @ 2.237
STA. 97+15.06
OFFSET- 13761' RT EXISTING CB#OS9, TYPE 2, 96"0
STA: 97+02.98
OFFSET. 531.99' RT
i9
5 RIM = 235.E10 �b.35. RADIUS POINT 50 STA: 98+IZ50
15
,G y , I.E. (N) 36 IN = 22213 222.60
�•r''� � i � � � OFFSET 164.31 RT
I.E. (E) 42„ IN = 222.90.322 •'+O
i,. I.E. (S) 48 OUT = 221.8&. 1t . Q 0
POND BOTTOM L. ADDE L
i f Q5 STA: 97+57.23
OFFSET 315.58' RT 14 WIDE DOUBLE SWING GATE
16 W/ BONDED BLACK VINYL COATING
4 f (PER WSDOT STD. PLAN L 3}
� 4' RADIUS POINT
�, �� STA: 97+12.03 POND BOTTOM
4 i OFFSET 374.58 RT
a 17 STA: 95+49.00
OFFSET. 304.45' RT
18.0 POND OUTLET w/TRASH RACK
H T. 4 I.E. = 236. 7e- 2 X . G O POND BOTTOM
3 1 STA: 93+96.52 18 STA: 95+79.84
LI S, OFFSET: 202.$0 RT OFFSET 323.25 RT
rol
PE
I f�
SLOPE ADJACENT TO OVERFLOW SPILLWAY
SHALL CONTINUE THE TRAPEZOIDAL
GEOMETERY OF THE SPILLWAY AND BE
LINED WITH 6' GABION MATTRESSES
UNDERLAIN BY GEOTEXTILE FILTER FABRIC
AGAINST ALL SOIL SURFACES. SPILLWAY
SHALL CONTINUE TO BACK OF CURB AT
SOUTH ACCESS RAMP.
ONE ROW OF 3' x 3' GABIONS SHALL BE
PLACED ADJACENT TO BACK OF CURB.
� op \ \ \
R?x jr C y F \ \ \ \ \
30 LF 18"0 RCP CLASS IV ® 2.007.
PIPE PROVIDED WITH CONCRETE CRADLE (SEE DETAIL SHEET 5)
(PER DOE REQUIREMENTS)
CB#1, TYPE Z 60.0, CONTROL STRUCTURE
STA: 93+78.72
OFFSET 227.19' RT
RIM = f'4r8- Z, l5• � Z$
I.E. {E) f8'l IN = & 2.V-.04 21 ORIGINALLY DESIGNED DAYLIGHT LINE
I.E. (SE) 18- OUT =-236.70 234.64 PER ESM, INC.
22 LF 18°0 RCP CLASS IV 0 12.277 22 EXISTING OUTFLOW PIPE TO BE PLUGGED AND FILLED WITH GROUT
PIPE PROVIDED WITH CONCRETE CRADLE (SEE DETAIL SHEET 5) THE WESTERN (OUTER) SIDE OF THE FILL EMBANKMENT WILL REQUIRE
(PER DOE REQUIREMENTS) A 3-FOOT-THICK COVER OF 2- TO 4-INCH QUARRY SPALLS TAMPED
EXISTING CB#63, TYPE 2, 72"0 INTO PLACE ALONG THE LOWER 7 FEET OF THE EMBANKMENT. A
STA: 93+99.70 FILTER FABRIC (MIRAFI 14ON, OR ENGINEER APPROVED EQUIVALENT)
OFFSET 235.08' RT SHOULD BE PLACED BELOW THE QUARRY SPALLS.
RIM = 246.00, TO BE LOWERED TO ELEV. = 243.05 23 BEFORE CONSTRUCTION OF THE BLANKET, ANY EXISTING VEGETATION
PRIMARY OVERFLOW STRUCTURE AND TOPSOIL SHOULD BE REMOVED FROM THE AREA, AND THEN
I.E. (E) 24" IN = 235.00 (TO BE PLUGGED)VI INSPECTED' BY A QUALIFIED GEOTECHNICAL ENGINEER.
I.E. (NW) 18 IN =-2348A-fPRf�R9Qm z,3'{. THE GEOTEXTTLE FABRIC SHOULD BE PROPERLY ANCHORED ALONG THE
I.E. (S) 36" OUT = �9 !-�,W(�- 2�2.4►� UPPER PART OF THE BLANKET AND THE BLANKET SHOULD BE
EMBEDDED A MINIMUM OF i FOOT INTO THE FOUNDATION SOIL.
RISER TO BE REMOVED (PER DOE REQUIREMENTS)
LADDER (w)
EXISTING 285 LF 36"0 RCP CLASS IV 0 2.20% APPROXIMATE LOCATION OF ABANDONED CONTROL STRUCTURE AND
24 OUTLET PIPE. EXACT LOCATION TO BE DETERMINED IN FIELD BY
CONTRACTOR AND ANY REMAINING PIPES SHALL BE COMPLETELY
FILLED WITH GROUT/CONCRETE.
NAME DATE
HYDROSEED ALL DISTURBED SLOPES
19 AND POND SLOPES ABOVE WETPOND
PERMANENT POOL
Q EXISTING UTILITIES TO BE RELOCATED
PER UTILITY PURVEYOR'S REQUIREMENTS
MOMCATM APPROVED
FOR CONSMLIC11M
per RCW 90.03.350
NASHINGTON STATE
0 E P A R T M E H T 0 f Br, a16.-L D. �aA i+ '. P L oot«yv t.Jo I
IC0LOGY
DamS Sec_ q wi Profem fond EngUw No.: Z ( I !'
y
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
8Y
DATE: Z -3
TITLE/POSITION: An 014 n4tci-
CONFIRMED BY CITY DATE: - 021
EXPIRM 11-07- 02,
PRMCT REF: FAC J01,--
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEEPf+;G DIVISION
REQUIREMENTS.
Approved By.
Date Approved. 7 bloc
02 D i4 sl
280
m
24C
LAKELAND SOUTH STORM DRAINAGE EXPANSION of POND
POND CROSS -SECTIONS
A PORTION OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST,
W.M., CITY OF AUSJRN, PIERCE COUNTY, WASHINGTON.
1
APPROVED BY
fir' 12 v )
PIERCE COUNTY ENGINE
N A M E .1&�— DATE 13 -05
RLUVRU U R M FYI 19V %,L1111F I V,M II MY
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
3Y:
)ATIO
nTLE/POSITION:
;ONFfRMED BY CITY DATE:.
I EXPIRES, 11-07-D?i
I'KUJtI.I KLr:
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REQUIREMENTS,
Approved By: .
Date Approved:
3
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PROVIDE MAINTENANCE ACCESS BY
WELDING (2) CROSS BARS TO (4)
VERTICAL BARS AS SHOWN.
HINGE UPPER ENDS W/FLANGES/
BOLTS & PROVIDE LOCKING
MECHANISM (W/PADLOCK) ON
LOWER END. LOCATE LADDER
STEPS DIRECTLY BELOW.
3/4"0 SMOOTH BARS
EQUALLY SPACED
(4" O.C. MAX.)
3/4" THICK x 4" WIDE SMOOTH
BARS WELDED TO UPPER & LOWER
BANDS. (24 BARS EVENLY SPACED)
(SEE NOTE 1)
LOWER STEEL BAND
3/4" THICK x 4" WIDE
FORMED TO FIT IN GROOVE
OF CATCH BASIN RISER.
SMOOTH VERT. BARS
45 HOOK CLAMP
ANCHORED TO CB RISER
CB RISER
'\. o STD. GALVANIZED OR THERMOPLASTIC
EXTRUDED STEPS
DETAIL HOOK CLAMP P
LAKELAND SOUTH STORM DRAINAGE EXPANSION of POND 1
NOTES AND DETAILSPil
APPROVED BY
SEE NOTE 1
HOOK CLAMP (4)
PLACES EVENLY
SPACED. SEE
DETAIL LOWER LEFT.
PLAN VIEW
UPPER STEEL BAND
3/4" x 4" WIDE
1TE 1 -AIR VENT ELEV. = 246.00
5"x4" REDUCER
W/ BEEHIVE STRAINER
OVERFLOW ELEV.. = 21
PIPE SUPPORT.
3" X 0.090 GAUGE STEEL STRAPS
BOLTED OR IMBEDDED 2" IN WALL
AT MAX. 3' SPACING (TYP.).
EXISTING
CATCH BASIN
NOTES:
1. DIMENSIONS ARE FOR INSTALLATION ON 54"0 CB. FOR DIFFERENT DIA. CB'S ADJUST DIMENSIONS TO
MAINTAIN 45' ANGLE ON "VERTICAL" BARS & 4" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL
BAND. WHEN VERTICAL BAR SPACING EXCEEDS 4" O.C., PROVIDE HORIZONTAL RINGS 4" O.C.
2. METAL PARTS: CORROSION RESISTANT. (STEEL PARTS GALVANIZED OR STAINLESS STEEL)
OVERFLOW STRUCTURE DETAIL
N. T. S.
6" MINIMUM COMPACTED DEPTH
CRUSHED SURFACING TOP COURSE
SLOPE TO DRAIN INTO POND 0 19 MIN.
`1r
COMPACTED SUBGRADE FOR POND ACCESS:
GEO-TEXTILE FABRIC PER SECTION 9-33,
W.S.D.O.T. TABLE 3, GEOTEXTILE FOR
SEPARATION OR SOIL STABILIZATION,
ACCESS ROADS)
N. T. S.
A PORTION OF SECTION 6, TOWNSHIP 20 NORTH, RANGE 5 EAST,
W.M., CITY OF AUBURN, PIERCE COUNTY, WASHINGTON.
BOLT & SEAL BAFFLE
TO RISER (AS REQ'D.)
NOTCH WEIR
WIDTH = 1.10'
c»
o NOTCH pf
WEIR
i9CUT IN RISER -
BAFFLE FOR
OIL- WA TER SEPARATION
24"0
Q-RELEASE
SECTION A -A
OVERTOPPING
A
I
ELEV. = 241.15
ORIFICE
NOTCH WEIR FOR POND #1
FLOW CONTROL
N. T. S.
1. CPEP-SMOOTH INTERIOR PIPE REQUIRES BOLTS TO
SECURE DEBRIS BARRIER TO PIPE.
2. ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT
COATED (TREATMENT 1 OR BETTER).
1' MIN.
"AY BE REMOVED
J/ Y UIN. JMVV Ifl DABS
WITH ENDS WELDED TO
BAR -FRAME
3/4" DIA.
BAR FRAME
3
�1
I BEVELED PIPE END SECTION _
I
PIPE COUPLING \ 2"x5" ANCHOR STRIPS
WELDED TO 3/4-DIA.
BAR FRAME AT 4
PLACES SPACED UNIFORMLY.
NOTE. FASTEN WITH 1/2" GALVANIZED
END -SECTION SHOWN BOLTS AND NUTS.
TRASH RACK
N.T.S.
4" MIN.
16 "MAX
STANDARD GALVANIZED
STEEL LADDER/STEPS.
m
PIPE SUPPORT.•
3" X 0.090 GAUGE STEEL STRAPS
BOLTED OR IMBEDDED 2" IN WALL
AT MAX. 3' SPACING (TYP.).
24"0 BAFFLE
NOTE: RISER FOR POND 11 SHALL HAVE
A WEIR FOR CONTROL OF LARGE STORMS
(SEE DETAIL TO THE LEFT)
f
4" 0. C. MAX.
BAR SPACING
3"-5" FOR 18"DIA.
5"-8" FOR 24"DIA.
7"-9" FOR 30"DIA.
& GREATER
ROUND SOLID COVER MARKED
"DRAIN," WITH LOCKING BOLTS UNLESS
OTHERWISE APPROVED BY ENGINEER.
FRAME & LADDER/STEPS
OFFSET, SEE NOTE 3. AIR VENT PIPE INLET
W/ BEEHIVE STRAINER
\ ELEV. =246.00
=>
12" TYP.
18"0 PVC
RISER
i
18" INLET PIPE
B
� I
t A
ELEVA TIONS: N
A P46-19 M.04. E
B 4J6-74 Z34. ` .
C ig4& P9 245.
D 24�00 7_qZ •12
E -2 34r70 7_3`f
F 232.70 F
4 p .,
.. a
0. 5' MIN.
244.91
(�. ELEV. _ •245�- t0 EMERGENCY OVERFLOW 10
-�1 WATER SURFACE it
%
0
............................ ELEV. _ �44:� 243 � ..:...:............
... � .. H = 0.5'
L=60'
2" ASPHALT
WEIR SECTION FOR E&IERGEIVCY CAGERFLOW SPILLWAY
N. T. S.
a
N
3"O GALVANIZED IRON 24"0 SOLID
AIR VENT PIPE LOCKING LID
NOTCH WEIR
WIDTH = 1.1'
PIPE SUPPORT.•
/3" X 0.090 GAUGE STEEL STRAPS
BOLTED OR IMBEDDED 2" IN WALL
AT MAX. 3' SPACING (TYP.).
2-3"0 GALVANIZED IRON
45- BENDS
18" OUTLET PIPE
RESTRICTOR PLATE WITH
ORIFICE= 2.00"0
PLAN VIEW
I" = 2'
DETENTION
FLOWS
Q 2-YR/24-HR =
0.23 C.F.S.
Q 10-YR/24-HR =
3.95 C.F.S.
Q. 25-YR/24-HR =
5.50. G.F.S.
Q 100-YR/24-HR =
6.89 C.F.S.
NOTES:
1. PIPE SIZES AND SLOPES: PER PLANS.
2. METAL PARTS: CORROSION RESISTANT,
GALVANIZED PIPE PARTS TO HAVE
ASPHALT TREATMENT 1 OR BETTER.
3. FRAME & LADDER/STEPS OFFSET SO:
A. CLEAN OUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF
RISER AND CLEAN OUT GATE.
C. FRAME IS CLEAR OF CURB.
4. IF METAL OUTLET PIPE CONNECTS TO
CEMENT CONCRETE PIPE, OUTLET PIPE
TO HAVE SMOOTH O.D. EQUAL TO CONCRETE
PIPE I.D. LESS 114" (TYP.).
TYPE 22 601# FLOW CONTROL STRUCTURE
FLOW RESTRICTOR / OIL POLLUTION CONTROL DEVICE
1" = 2'
RCP OUTLET
PIPE
#4 RE!
EACH
SURROUND PIPE WIC(
R" MIN '�IDF� AND R(
#3 OR #4 REBAR
STIRRUPS ® 36" MAX.
#4 REBAR
EACH CORNER
NOTES.
1. CONCRETE SHALL BE POURED AGAINST FIRM NATIVE SOIL OR COMPACTED
EMBANKMENT MATERIAL, WITH ALL LOOSE MATERIAL HAVING BEEN REMOVED FROM
TRENCH AND NO GRAVEL PIPE BEDDING IN TRENCH. SIDES OF CONCRETE MUST BE
VERTICAL OR SLOPED OUTWARD (TOP TO BOTTOM) TO ALLOW GOOD COMPACTION OF
EARTHEN MATERIAL AGAINST THESE SURFACES.
2. PIPE SHALL BE SURROUNDED WITH 6" MIN. THICK CONCRETE ALL SIDES, AND
REBAR COVERED WITH 2" MIN. THICK CONCRETE. CONCRETE SHALL BE 5 SACK
MINIMUM (5 SACKS CEMENT/YARD OF CONCRETE).
3. TOP SURFACE OF FINISHED CONCRETE MUST BE RELATIVELY SMOOTH TO ALLOW
GOOD SEAL OF OVERLYING EARTHEN MATERIAL AGAINST THE CONCRETE. ELIMINATE
VOIDS OR ROUGHNESS IN THE CONCRETE AND FLATTEN THE TOP SURFACE.
4. ENCASEMENT MUST EXTEND TO UPSTREAM TOE AND DOWNSTREAM TOE OF THE
DAM TO THE POINT WHERE THE THICKNESS OF EARTHEN MATERIAL IS LESS THAN
ONE FOOT OVERLYING THE TOP OF PIPE. ENCASEMENT WILL EXTEND LENGTH OF
PIPE WHEN PIPE IS BETWEEN TWO STRUCTURES.
CONCRETE CRADLE DETAIL
KASHINCTBN STW RCW �'�.350
ATE 1 1
DEPAHTYENT OF x p.Wo. L� �Date: /off
EC0LOGYBy-
Wot� Secti=nP Wm Professiond Engineer No.: Z.46
(PER DOE REQUIREMENTS)
N. T. S.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACT 'S C STRUC77ON RECORDS
BY.
DA TECI' -03
TITLE/POSITION:
CONFIRMED BY CITY Ste_ DATE:
NAME -kL_DATE L3-03
EXPIRES, 11-07-02.-
PROJECT REF: FAC 1-0004 Q di
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REQUIREMENTS.
Approved By.
Date Approved: 1/7/D
�F 5Z3 S 5
ono 16 91
40
21)
GHIC SCALE
(INS)
1 inch = 40 !'t.
I-�:'I
LAKELAND SOUTH STORM DRAINAGE EXPANSION of POND 1
ROAD ff- /
7VP AF , 6A?A-1
L7�PA�N/PEA' .9ES, I�OETA/G
'454%E Dom"
EX/S71A./f V,566774710AJ
/VOTE = 9YDRO -SZ�"ED AL 1- 0/5TURe6-0
AREAS AFT6i2 M",cie7l.9.1 ac
11�/LL//l/6.
�"�POF'D5-Eo TOE' OF S4401:; "
F/LG AREA MAX. SCOPE Zs/
/
A PORTION OF SECTION 6, TOWNSHIP 20 NOM, RANGE S EABT9
W.M., CITY OF AUBURN, PIERCE COUNTY, WASHIMNM
Associated Earth Sciences, Inc.
® ® ® 9 a
911 Fifth Avenue. Surtc 100 42S 827.7701
KiMand.WA 98033 FAX 47.5 827-5424
DISTRIBUTION: NAK _ (// !'! (
incomAJtn Jtrri wukeFfdd 2S' N73 -Jon Outgoing Cali L3
Outgoing Call O
File ❑
slob File 1-1 Calculation [.]
Phone Log R Menlo 0 Conference I-7 Into [1
Date �� Project No.
Project `- L4 t? 1Df7 3 - —
Subject MX DFAW- dkruafArx.
Person/Company _ - st
Phone No.
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Page of
J90JV�3 �E>Z/'t F/tc t^'
TOE. of POND 169 pv ._ �``�-- .Z"•H'�CQu6H l7 Q��4fZJtY tZOCj; JbRAlilt 1 19Yi�,.
pAYI 16HT TO amn A6o.N4 90074 *CcidS I-t7 lJ,
c� Mlk'RF/ IHd J+! F/tT�t fi�l3aJc wr2�4A
Signature
Reviewed By
1 y: 3
MODIFICATIONS
APPROVED
OR CONSTRUCTION
per RCW 90.03.350
D E P A 61 E STATE
f
DEPARTMENT OF
� W� l`[ l+,vr
ECOLOGYB''
Water Resources Program
professional Engineer No.: 2 �� ��
Dam Safety Section
PROJECT REF:
THESE PLANS ARE APPROVED FOR CONFORMANCE WITH
THE CITY OF AUBURN'S ENGINEERING DIVISION
REQUIREMENTS.
Approved By. s I'L
Date Approved: Z -� -d 3
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