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EXISTING BUILDING #2
F.F. = 53.0
1 nT n
L. %_J I /--\
31.294170 ACRES
ASSESSORS `.0. GGG080-0042
EXISTING BUILDING #1
F.F. = 53.0
----------------------------------------------------------------------------- RIGHT- OF -WAY -------
------- ---- ------ --- - --
50'45' 15" E 3
42.20'
CALL BEFORE YOU DIG-
1-800-424-5555
U1IL(TY CONFIJCT NOTE
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
BUILDING 3
AT VALLEY CENTRE CORPORATE PARK
A PORTION OF THE SE 1/4, SEC. 1, TSP. 21 N., RGE. 4 E.,
AND NE 1/4, SEC. 127 TSP. 21 N. RGE. 4 E., W.M.
AUBURN AIRPORT
<.V, rC L.-F. t L.niivi'rG FIELD ViJ TRi.., , ;
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
B' STREET.N.W... .... _............
LEGAL DESCRIPTION
ij
L-J -
155.00'
PARCEL 1:
LOT 2 AND TRACT X OF AUBURN SHORT PLAT NO. SP-15-81, ACCORDING TO THE
SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8207299002;
SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON; EXCEPT
RIGHT-OF-WAY FOR 'B' STREET NW AS SHOWN ON CITY OF AUBURN L.I.D. NO. 332
'B' STREET ET AL RIGHT-OF-WAY PLAN; SUBJECT TO EASEMENTS OF RECORD.
BUILDING #3: LOT B OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0019-98 AS
RECORDED UNDER KING COUNTY RECORDING NO. 9810282768.
SITE DATA
SITE ADDRESS: 2530 B ST. NW
AUBURN, WA 98001
ASSESSOR'S PARCEL NO.: 000080-0043
ZONING: M-1 (LIGHT INDUSTRIAL)
SITE AREA: 8.14 ACRES
BASIS OF BEARING: AUBURN SHORT PLAT NO. SP 15-81
REC. NO. 8207299002
VERTICAL DATUM: NGVD
BENCHMARKS: CITY OF AUBURN REFERENCE NO. 'Y"
USC & GS BM WEST SIDE OF R.R.
TRACKS NEAR 30th AND 'B" ST. NW
SET IN FOUNDATION OF BUILDING
NEAR THE S.E. COR., EL=56.73
uute/ ume uD/ui/ i999 4:1U Scale: 1=100 mikeb Xrefs: Z59504S,Z59504T,Z5950481,
NEW
BUILDING #3
53.0
0 PHASE 1
L"
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ASSESSORS \In nnnn nn.-
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SSESSORS GOG080-0045
BUILDING #4
F.F. = 54.5
(UNDER SEPARATE PERMIT)
PHASE 2 �1
--------------- -----
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--------
404.44'
SO1'09 571w
EX.
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EARK OUANWMT ES
�1 FILL = 200 C.Y.
CUT = 18,000 C.Y.
-QI_IAIJTITIES,_SHOWNE APPROXIMATE, BUT REFLECT VERY CLOSELY
TO THE -ACTUAL- AMOUNTS
100 YR. FLOOD PLAIN: SITE IS NOT WITHIN 100 YR. FLOOD PLAIN
PER FLOOD INSURANCE RATE MAP.
GROUND WATER ELEVATION = 46.0
ELEVATION DETERMINED BY EARTH CONSULTANTS SEPT. 10, 1998.
SHEET INDEX
1. COVER SHEET
2. GRADING AND STORM DRAINAGE PLAN
3. GRADING AND STORM DRAINAGE PLAN
4. WATERMAIN EXTENSION PLAN
5. SANITARY SEWER PLAN AND PROFILE
6. CONSTRUCTION, SANITARY SEWER, WATER NOTES AND DETAILS
CONSTRUCTION SEQUENCE
1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH
CITY OF AUBURN OFFICIALS
2. CONTRACTOR SHALL PROVIDE SEPARATE PLAN AND PERMIT
REQUIRED FOR DEWATERING CONNECTION TO METRO SEWER
3. FLAG CLEARING LIMITS
4. AMEND EXISTING EROSION CONTROL FACILITIES AS NEEDED
,k^COMP FE,ROUGH GRADING OPERATIONS
,6. EXISTING TEMPORARY EROSION�ONTROL POND SHALL REMA
IN PLACE UNTIL ALL EARTHWORK IS COMPLFTFI,_� -^^"-
7. INSTALL I�fILI�I �NONDTNO CbVpAMI N REQUIREMENTS
8. COMPLETE FINISH GRADING OPERATIONS
9. COMPLETE PAVING ---
10. STABILIZE/HYDROSEED ALL EXPOSED SLOPES
11. COMPLETE FINAL INSPECTION AND PUNCH LISTS
L�
0
THESE RECORD PLANS AND THE INFORMATION
SHOWN ACC RATELY REFLECT FIELD CONDITIONS
AS OF z- (DATE)
BY: r r�
37TH ST. NW
167
30TH T. NE
29TH ST. NW
AUB RN
MUNICIPAL
}. }� AUBURN AIRPzi
OR
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15TH ST. W m a
PROPOSED TYPE II CATCH BASIN
11701,
PROPOSED TYPE I CATCH BASIN
■
EXISTING TYPE It CATCH BASIN
O
EXISTING TYPE I CATCH BASIN
PROPOSED STORM DRAINAGE LINE---�
EXISTING STORM DRAINAGE LINE
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MANHOLE
O
PROPOSED SANITARY SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATERMAIN
-----------------------
EXISTING FIRE HYDRANT
b'
EXISTING WATER VALVE
PROPOSED WATERMAIN
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
N
PROPOSED SPOT ELEVATIONS
2 3.2
EXISTING SPOT ELEVATIONS
EXISTING CONTOURS
PROPOSED CONTOURS
------100------
PROPOSED ASPHALT PAVEMENT
NOTE:
DEWATERING WITH CONNECTION TO SANITARY
SEWER WILL REQUIRE A PERMIT FROM THE CITY
OF AUBURN UTILITY DIVISION, A DRAWING INCLUDING
CONNECTION TO SANITARY SEWER MANHOLE SHALL
BE SUBMITTED WITH PERMIT APPLICATION. CONTACT
CITY UTILITY SECTION FOR REQUIREMENTS.
A S-BU/L T
BLDG.0185-99 ry.++.
5110199
THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DMSION'S REQUIREMENTS.
Approved By: DJ 4,,�. S:
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RECORDING NO. 9704030925 BLDG. 0185-99
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NO. 9704030925 , A.7A+98 \ IE=49.63 RIM=52.85 / SHOWN ACCURATELY REFLECT FIELD CONDITIONS CONFORMANCE WITH THE CITY OF AUBURN N
I RI �'53.00 STA. 25+38 IE=50.08 EX. CB -48" AS OF �Lz./c.� (DATE)
ENGINEERING DIVISION'S REQUIREMENTS.
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EX. SEWER EASEMENT IE 24" E=42.69 RIM=51.67
IE 24 W=42.76
Rec. # 9805140650 IE=40.62 (8" N) NEW LK�{T
E 24" N=42.71 E=40.72 8" S ASPHALT PAVEMENT
�P IE 8" NW=45.66 1 =40.72 8" W 155.00, PER DETAIL EX. 24" SD-
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AS OF �(DATE)
BY:
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REC. NO. 7409140391
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EXISTING INFLUENT STRUCTURE
7 EXISTING SSMH (509-12)
_
M STREET TRUNK
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EX. SSMH (509-1
RIM=55.34
IE=44.84 (42" W)
IE=44.79 (42" If
AUBURN WEST INTERCEPTOR
EX. CAP END AND INSTALL
1-2" TEMP. BLOW -OFF ASSEMBLY
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BLDG.0185-99 nwoN
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THESE PLANS ARE "APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DIVISION'S REQUIREMENTS.
Approved By: L-�
Date Approved: shehy
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THESE RECORD PLANS AND THE INFORMATION
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AS OF
.53
UTILITY EASEMENT
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THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN _
ENGINEERING DMSION'S REQUIREMENTS.
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File: P:ASDSKPROJ\5950\ENI;INEEPING\59504SPI.DWG Date/Time: 03/22/1999 14.37 Scale: 1=40 mikeb Xrefs: Z59504S,Z59504T,Z59504B1,
A
GENERAL CONE' ICT10N NOTL'?.8
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND SPECIFICATIONS.
2.
CONSTRUCTION, SANITARY SEWER7WATER NOTES AND DETAILS
IKANJPUKIAIIUN WJUUI JIANUAKU SPLUIFIUAHUNS AND SIANUAKU FLANS FUR KOALA,
BRIDGE AND MUNI IPAL C NSTRUCTION
4.
SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING
AND CITY OF AUBURN STANDARD DETAILS AND
DEVELOPMENT PROJECT SPECIFICATIONS.
COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH A WATERTIGHT PLUG.
ALL JOINTS SHALL BE APPROVED RUBBER-GASKETED JOINTS. (THE LOCATION OF THE SIDE
3.
THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES,
SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE THE PROPERTY BY A PRESSURE
STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY
TREATED 2 4, FOUR (4) FEET LONG BURIED IN THE GROUND A DISTANCE OF THREE (3) FEET
OF THE APPROVED DEVELOPMENT PLANS.
THE LOWER END SHALL HAVE A 2 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF
THE STAKE. THE EXPOSED ONE (1) FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE
4.
PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL
DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 4.)
PUBLIC FACILITY EXTENSION PROJECTS.
IN ADDITION, THE LETTER "S", TWO (2) INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE
TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER
5.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-
LOCATION.
424-5555) FOR UTILITY LOCATIONS WATER, SANITARY SEWER, STORM SEWER, GAS,
POWER, TELEPHONE, AND TELEVISION .
5.
LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION
6.
DURINGTRUCTIRUNOFON, CONTRACTOR
N REQUIREDO TROCONTRLOON-SITE
E
RELDTATIOCONTROL
UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT
TOR RACTORPSHALL BE N
LOCATIONS ARE DETERMINED.
PROCEDURES.
7.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S
6.
CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM
RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AJJD LOCATIONS OF HIDDEN
THE CITY OF AUBURN PRIOR TO CONSTRUCTION.
UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEERS RESPONSIBILITY.
8.
EXISTING PAVEMENT SURFACE $$ S,t1ALL BE SAWCUT FULL DEPTH WITH STRAIGHT,
7.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO CONFLICTS OCCUR
UNIFORM EDGES 12 INCHES ) OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS
BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITY LINES DURING
S12
BETWEEN THE NEN( AND ORIG NAL PAVEMENT SHALL BE PAINTED WITH ASPHALT
CONSTRUCTION.
EMULSION (CSS-1).
9.
THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL ,SIGNS AS SHOWN ON
8.
UNLESS OTHERWISE APPROVED, ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW
THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY S STANDARD DETAIL
TEES SHALL BE DONE BY THE CITY OF AUBURN. THE CONTRACTOR SHALL BE RESPONSIBLE
NO. TRSP-1.
FOR PIPE INSTALLATION, TRENCH EXCAVATION, BACK FILL AND PAVEMENT RESTORATION.
10.
POWER CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A INIMUM
HQRIZdNTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM OF FIVE FEET
g.
TEN -FOOT (10') HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN
(5 )
SEWER AND OTHER EXISTING OR PROPOSED UTILITIES.
11.
ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE
UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A
10.
ONE -FOOT 1') VERTICAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN
(
WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
SEWER AND OTHER UTILITIES WHEN A CROSSING OF UTILITIES OCCURS. IF A ONE -FOOT (1')
12.
DURING CONSTRUCTION ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE
MINIMUM IS NOT POSSIBLE, THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED BY
KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS
THE ENGINEER.
DIRECTED BY THE CITY.
11.
ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR
13.
CERTIFl�D DRAWINGS ARE REQUIRED PRIOR TQ PROJECT ACCEPTANCE. REFER
GPK MANHOLE ADAPTORS, OR APPROVED EQUAL.
TO CITY S RECORD CONSTRUCTION DRAWINGS REQUIREMENT.
14.
ALL REQUIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN ZONING
12.
PIPE FOR SANITARY SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY-SIX
ORDINANCE, SECTION NO. 18.50.
(36) INCHES. REINFORCED CONCRETE SEWER PIPE, SDR 21 PVC, OR DUCTILE IRON CLASS 52
15.
FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT i M ADJUSTMENT WITH
CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING PIPE AND DEEP OR
BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHLSF(14t'WITHOUT ADDING NEW
SHALLOW TRENCHES.
SECTIONS.
13.
THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET, SIX INCHES (12' 6� FOR
16.
ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY PR EASEMENTS SHALL BE
SDR 35 PIPE.
ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY S STANDARD
ADJUSTMENT DETAIL NO. STFG-1.
14.
BEDDING FOR PVC PIPE SHALL BE 5/8" MINUS CRUSHED ROCK, FOUR (4) INCHES UNDER TO
17.
ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C.
SIX (6) INCHES MINIMUM OVER THE PIPE.
OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL.
18.
THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6' FOR SDR 35 PIPE.
15.
BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8' MINUS CRUSHED ROCK, SIX
(6) INCHES UNDER TO SIX (6) INCHES MINIMUM OVER THE PIPE.
19.
PIPE SHALL
MINIMUM UNDER CPIPEHAS ROCK FOUR
TO INCHESY6) MINIMUM OVER C�NOFEAU U» N
(
16.
ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A' BANK RUN GRAVEL, MODIFIED
STANDARD DETAIL NO. GEPT-3.
BY THE CITY OF AUBURN.
20.
�7E
ROCKNSIXOINCHOSC6") SIXEINCHES 6)/MINIMUM OVER CRUSHED
MINIMUMUCUNDEROTO
17
PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8" MINUS
AS PtR THE CITY 0 AUBURN STANDARIJ DETAIL NO. GEPT L
CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
21,
REFER AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL N0. GEPT-1,
GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE.
18.
AN OIL/ WATER SEPARATOR WILL BE REQUIRED TO CONNECT BUILDING FLOOR DRAINS TO THE
SANITARY SEWER.
22.
ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS 'A' BANK RUN
GRAVEL, MODIFIED BY THE CITY OF AUBURN.
23.
PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8
WATER L11E CONBTAUCTION NOTES
INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY
STREET.
1.
REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
2.
PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21.51 OF
LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN
STOgI118EWETi
OONBTRUCTION NOTES
ACCORDANCE WITH ANSI SPECIFICATION A-21-4 OF LATEST REVISION.
1.
REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
3.
ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO (42) INCHES.
2.
PIPE FOR STORM SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY SIX
4.
BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK SIX (6) INCHES
UNDER TO SIX (6) INCHES MINIMUM OVER THE PIPE, UNLESS OTHERWISE APPROVED BY THE
(36� INCHES. CORRUGATED POLYETHYLENE PIPE (CPEP), CONCRETE SEWER PIPE, SDR 21 PVC,
CITY.
OR DUCTILE IRON CLASS 52 CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING
PIPE OR DEEP OR SHALLOW TRENCHES.
5.
ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED
BY THE CITY OF AUBURN.
3.
ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C.
6.
PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8-INCH MINUS
OR GPK MANHOLE ADAPTORS, OR APPROVED EQUAL.
CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
4.
THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED TWELVE FEET SIX INCHES (12'6')
7.
ALL VALVES FOR WATER LINES SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE (12)
INCHES AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE
FOR SDR 35 PIPE.
(12) INCHES.
5.
BEDDING FOR PVC PIPE SHALL BE 5/8" MINUS CRUSHED ROCK FOUR INCHES (4") UNDER
8.
JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE
TO SIX (6") INCHES MINIMUM OVER PIPE.
EITHER MECHANICAL BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING
TO AMERICAN NATIONAL STANDARD A-21.11.
6.
BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8" MINUS CRUSHED ROCK,
9.
PIPE FITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING,
SIX INCHES (6") UNDER TO SIX INCHES (6") MINIMUM OVER THE PIPE.
LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI
SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION.
7.
ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL,
10.
HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE
MODIFIED BY THE CITY OF AUBURN.
"PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES" AND THE LATEST PROVISIONS
OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. ALL EQUIPMENT NECESSARY TO MAKE THE
8.
PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8" MINUS
TEST SHALL BE FURNISHED BY THE CONTRACTOR, AND THE CONTRACTOR SHALL CONDUCT
CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE
ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL
CONNECTION TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI.
9.
SIX INCH (6') EXTRUDED CURB OR PARKING BUMPERS SHALL BE REQUIRED AROUND ALL
ON -SITE PAVING AREAS, WHERE PARKING WILL BE ADJACENT TO A STREET. A SIX INCH
11.
DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO
(6') EXTRUDED CURB IS REQUIRED BETWEEN ALL ABUTTING PAVEMENT AND
THE EXISTING WATER LINES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS
LANDSCAPED AREAS. CONCRETE CURB/GUTTERS SHALL BE USED IF CURBS ARE USED
OF AWWA C 601.
FOR STORMWATER CONTROL.
12.
INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER
CITY OF AUBURN STANDARD DETAILS. SERVICES SHALL BE A MINIMUM 3/4-INCH TYPE K
10.
TIGHTLINE ALL DOWNSPOUTS TO CATCH BASINS WITH MINIMUM SIX INCH (6") PVC AT
COPPER TUBING OR GALVANIZED PIPE. THE CITY OF AUBURN WILL INSTALL THE METERS.
A MINIMUM 1 PERCENT.
THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING
WATER LINE IS IN AN EXISTING CITY STREET.
11.
STORM LINES SHOULD BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE DRAWINGS
13.
BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN
AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL.
STANDARD DETAILS.
12.
CONTRACTOR SHALL OBTAIN NECESSARY STORM LINE CONNECTION PERMITS FROM THE
14.
CONTRACTOR SHALL OBTAIN ANY NECESSARY WATER SERVICE CONNECTION PERMITS FROM
CITY OF AUBURN PRIOR TO CONSTRUCTION.
THE CITY OF AUBURN PRIOR TO CONSTRUCTION.
13.
ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE
15,
ALL VALVE BOXES IN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL
ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE, IN ACCORDANCE WITH THE
GRADE AFTER PAVING IS COMPLETE.
CITY OR AUBURN'S STANDARD DETAIL NO. STFG-1.
16.
WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM,
SWAN
A SEPARATE AND DETAILED PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO
INSTALLATION BY THE FIRE MARSHAL.
1.
REFER TO GENERAL CONSTRUCTION NOTES FOR GENERAL REQUIREMENTS.
2.
SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON THE
DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY APPROVAL.
3.
SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO A MINIMUM OF
FIVE (5) FEET BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF SIX (6)
INCHESE IN DIAMETER. WITH A ONE (1) PERCENT MINIMUM SLOPE.
File: P: \SDSKPROJ 5950\ENGINEERING\59504D1.DWG Date/Time: 03 22/1999 14:19 Scale
1=1
mikeb Xrefs: Z59504B1,
4 0f 1 L
HANDICAP
PARKING SIGN
(DETAIL 'A')
4_jad8" MIN � d44
ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
1 1/2" CLASS 'B"
ASPHALT
CLASS "B" CEMENT
CONCRETE
>//?//% / ` x //�'// //
12" DIA
FIBRE JOINT PACKING SUBGRADE
CLEANOUT
NOTE:
THIS DETAIL TO BE
FOLLOWED FOR ALL CLEANOUTS
LOCATED IN FLEXIBLE PAVEMENT
AND UNPAVED AREAS.
CLEANOUT BLOCKING DETAIL
NOT TO SCALE
17. FIRE HYDRANTS
A. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO CITY OF AUBURN STANDARD
DETAILS.
B. FIRE HYDRANT FEED LINES SHALL BE INSTALLED AT RIGHT ANGLES TO THE SUPPLY
MAIN IN CONFORMANCE WITH THE 5-1/4 INCH MVO HYDRANT SETTING DETAIL (CITY
STANDARD DETAIL).
C. HYDRANTS SHALL STAND PLUMB, SET TO FINISH GRADE WITH THE LOWEST OUTLET
BEING NO LESS THAN 18 INCHES (18") FROM FINISH GRADE, AND A CLEAR AREA
AROUND THE HYDRANT OF NO LESS THAN THIRTY-SIX INCHES (36").
D. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS AND BE READILY ACCESSIBLE
TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATIONS.
E. LEADS FROM THE SERVICE MAIN TO THE HYDRANT SHALL BE NO LESS THAN SIX (6)
INCHES IN DIAMETER AND ANY LEADS OVER FIFTY (50) FEET SHALL BE NO LESS THAN
EIGHT (8) INCHES).
F. FIRE HYDRANTS SHALL BE INSTALLED WITH A DIAMETER OF EIGHT (8) INCHES.
G. FIRE HYDRANTS SHALL BE INSTALLED AT A MINIMUM SPACING OF 600 FEET ALONG
STREETS IN SINGLE-FAMILY ZONES AND 300 FEET IN ALL OTHER ZONES (ON -SITE
HYDRANTS SHALL BE A MAXIMUM OF 150 FEET FROM FURTHEST POINT ON
BUILDING).
H. EASEMENTS SHALL BE A MINIMUM OF 7-1/2 FEET EACH SIDE OF ANY HYDRANT.
GENERAL NOTES
NOTES:
1. ALL WATER MAIN BENDS SHALL USE MEGA LUGS AND BLOCKING PER CITY OF AUBURN
STANDARDS.
2. WHERE THE UNDERGROUND SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM,
A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL
PRIOR TO INSTALLATION. ALL FIRE LINES WILL HAVE DDCVA INSTALLED BETWEEN FIRE
LINE AND PUBLIC WATER MAINS.
3. FLOOR DRAINS FROM COVERED AREAS POTENTIALLY SUBJECT TO POLLUTANTS SHALL BE
CONNECTED TO THE SEWER THROUGH AN APPROVED OIL/WATER SEPARATOR AS INDICATED
IN SECTION 8.0 OF CITY OF AUBURN DRAINAGE MANUAL.
36'x36" BLUE -
STENCILED SIGN
(DETAIL 'B')
AOm [
44
4
^
<
SEE SITE PUN FOR DIMENSIONS
Detall
C SCALE: NONE
WHITE SYMBOL do OUTLINE
�811_1.1115 BACKGROUNDS
2'x 18" SIGN
z
F
w
O 4
0
17
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
A ` BLUE
DetaB DetaASTENCILED SIGN
�g
SCALE: NONE
NONE
HANDICAPPED PARKING DETAIL
NOT TO SCALE
6" CONCRETE PAVEMENT
EX. CEMENT TREATED BASE
(APPROXIMATELY 3" THICK)
a o0 'c -mofp
TYPICAL CONCRETE PAVEMENT SECTION
NOT TO SCALE
NOTES:
1. ALL CATCH BASINS WITHIN THE DEVELOPMENT MUST BE STENCILED "DUMP NO WASTE
DRAINS TO WETLAND."
2. SIX-INCH EXTRUDED CURB SHALL BE REQUIRED AROUND ALL ON -SITE PAVED AREAS, WHERE
PARKING WILL BE ADJACENT TO A STREET. A 6-INCH EXTRUDED CURB IS ALSO REQUIRED
BETWEEN ALL ABUTTING PAVEMENT AND LANDSCAPED AREAS.
3. GRASS -LINED SWALE SHALL BE SEEDED WITH SEED MIXTURE APPROVED BY CITY OF
AUBURN.
THESE RECORD PLANS AND THE INFORMATION
SHOWN ACCURATELY REFLECT FIELD CONDITIONS
AS OF (DATE)
BY:
HANDICAPPED PARKING NOTES
(SEE SITE PUN FOR LOCATION k CONFIGURATION) h
Q
1. SLOPE
a RAMP- 1:12 MAXIMUM
b FLARED SIDE- 1:10 MAXIMUM (ONLY WHEN SHOWN ON SITE PLAN) m
n
(SEE ALSO NOTE No. 3) Y
a
2. WIDTH
SEE SITE PLAN (4' MINIMUM CLEAR) jcnnY
03
3. UPPER LANDING MINIMUM
U
4 DEEP x FULL WIDTH OF RAMP OR PROVIDE
FLARES OF 1:12 SLOPE m
m
01
4. LOWER END OF RAMP h �
:
o
1 2 UP -BEVELED AT 45' ALONG EDGE n
5. SURFACE TEXTURE
a RAMP- BROOM FINISH PERPENDICULAR TO
Z
DIRECTION OF SLOPE.
b) GROOVED AREA :
SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING
-DIAMETER : 0.9" NOMINAL
-HEIGHT Of NOMINAL
-CENTER TO CENTER SPACING : 2.35' NOMINAL
THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES
THE MATERIAL PROVIDING CONTRAST SHALL BE AN INTEGRAL
PART OF THE SURFACE.
6. SIGNAGE :
A PHYSICALLY IMPAIRED PARKING SPACE SHALL BE IDENTIFIED BY A PERMANENTLY AFf1XFD REFLECTORIZED
SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT, OR EQUAL, DISPLAYING THE INT'L
SYMBOL OF ACCESSIBILITY. SEE DETAIL W.
WHEN SITE PLAN CALLS FOR VAN SPACE, INCLUDE THE 60 SQ. INCH VAN ACCESS0_E' SIGN
BELOW THE PARKIN SIGN.
B. 36x36' BLUE STENCIL ON PARKING SURFACE SEE DETAIL '8', V, AND SITE PUN,
2' COMPACTED DEPTH -
CLASS 'B' A.C. PAVEMENT
4' COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
° nO o8a o o n a s
8' CRUSHED ROCK OR
RECYCLED MATERIAL
TYPICAL PAVING SECTION
(ALTERNATIVE: 3' ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE
4' COMPACTED DEPTH
CLASS W A.C. PAVEMENT
6' COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
8' CRUSHED ROCK OR
RECYCLED MATERIAL
HEAVY DUTY PAVING SECTION
(ALTERNATIVE: 4 1/2" ATB W/3' CLASS 'B' A.C. PAVEMENT)
AS-BU/L T
BLDG.0185-99 s�
THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DIVISION'S REQUIREMENTS.
Approved By: L)La "r_
Date Approved: as/!O/9J
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