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01. 4. 0 ACRES
ASSESSORS 140. 000080-0042
EXISTING BUILDING #1
F.F. = 53.0
RIGHT OF WAY
BUILDING NO.
4
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.12, TSP. 21 N. RGE. 4 E., W.M.
AUBURN AIRPORT
Lvlv_ lI ..0 1•LI n♦NDIN , FIELD
✓IJT ICT•
2
1340.
'B" STREET N.W.
r-,i
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155.00,
LEGAL DESCRIPTION
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;
CALL BEFORE YOU DIG: 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.
1-800-424-5555 CONTAINING 79.885 ACRES.
BUILDING NO. 4: LOT D OF CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-0019-98 AS
RECORDED UNDER KING COUNTY RECORDING NO. 9810282768.
UTILITY CONFLICT NOTE-.
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
SITE DATA
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
SITE ADDRESS: 2302 8 ST. NW
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
AUBURN, WA 98001
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.
ASSESSOR'S PARCEL NO.: 000080-0045
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
ZONING: M-1 (LIGHT INDUSTRIAL)
CONSTRUCTION.
SITE AREA: 10.20 ACRES
BASIS OF BEARING: AUBURN SHORT PLAT N0. SP 15-81
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REC. N0. 820729LAT
9002
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
VERTICAL DATUM: NGVD
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
BENCHMARKS: CITY OF AUBURN REFERENCE NO. "Y"
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
USC & GS BM WEST SIDE OF R.R.
TRACKS NEAR 30th AND "B" ST. NW
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
SET IN FOUNDATION OF BUILDING
PUBLIC LAND SURVEY OFFICE
NEAR THE S.E. COR., EL=56.73
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.
PF�V-11 '7 of IZ
File: P:ASDSKPROJ\5950\ENGINEERING\5950501.DWG Date/Time: 05/07/1999 14:37 Scale 1=100 mikeb Xrefs: Z59505S,Z59505T,Z59505H1,
BUILDING #4
F.F. =
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- ---
EXISTING
BUILDING #3
F.F. = 53.0
(UNDER SEPARATE PERMIT)
8.135353 ACRES
ASSESSORS N, B VVVVU-GOYS
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ASSESSORS NO. 000080-0044
1
A�THWVQRK QUANTITIES
FILL = 29,000 C.Y.~` -
CUT = 4,000 C.Y.
'QUANTITIES HOWN,ARE 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
I
1
1
aracc�- r_�
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
1. COVER SHEET BE SUBMITTED WITH PERMIT APPLICATION. CONTACT
2. GRADING AND STORM DRAINAGE PLAN CITY UTILITY SECTION FOR REQUIREMENTS.
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
1/�6. EXISTING TEMPORARYR ERO 6 CONTDING ROL POND SHALL REMAIN
SIN PLACE UNTIL ALL EARTHWORK IS COMPLETED.-_�-
7. INSTALL Uf1C11 T(Y Nttub*c; cbiMPAtt N REQUIREMENTS
8. COMPLETE FINISH GRADING OPERATIONS
9. COMPLETE PAVING
10. STABILIZE/HYDROSEED ALL EXPOSED SLOPES
11. COMPLETE FINAL INSPECTION AND PUNCH LISTS
THESE RECORD PLANS AND THE INFORMATION
SHOWN ACCURATELY REFLECT FIELD CONDITIONS
AS OF �e,,1.•/�-_(DAIS)
BY:
37TH ST. NW
I
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30TH T. NE w
29TH ST. NW
AUB R w
MUNICIPC' AIRPORTAL 2 U
W AUBURN Y
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PROPOSED TYPE II CATCH BASIN
PROPOSED TYPE I CATCH BASIN
EXISTING TYPE 11 CATCH BASIN
EXISTING TYPE I CATCH BASIN
PROPOSED STORM DRAINAGE LINE
EXISTING STORM DRAINAGE LINE
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER LINE
EXISTING SANITARY SEWER LINE
EXISTING WATERMAIN
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATERMAIN
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED SPOT ELEVATIONS
EXISTING SPOT ELEVATIONS
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED ASPHALT PAVEMENT
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
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BLDG.0188-99 0awl
THESE PLANS ARE "APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DMSION'S REQUIREMENTS.
Approved By:
Date Approved: .S
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EX. CURBGUTTER
AND SIDILK
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LINK FENCE AND UTILITY EASEMENT PER EX. 12" SD (50 -14)
I r. RECORDING NO. 9704030925 EX. CHAIN
EX. 55" WIDE UTILITY EX. 8' SD EX. 12" SD LINK FENCE EX. 24" Sf1
EASEMENT PER RECORDING ST TYPE II-48"
NO. 9704030925 STA.24+98
RIM=53.00 STA. 25+38
IE=50.05 IE 0 END=50.04
(BY OTHERS)
FileP:ASDSKPROJ\5950\ENGINEERING\59505GMi.DWG Date/Time: 07/02/1999 12:15 Scale: 1=50 Melinda Xrefs: Z59505S,Z59505T,Z59505B1,
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(av r)TNCGc) IE
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(BY OTHERS)
x
x
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THESE RECORD PLANS AND THE INFORMATION
SHOWN ACCU REFLECT FIELD CONDMONS
AS OF 7 (DATE)
BY: !�
= 45.37
= 45.29
= 45.47
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IE 36 ADS SW = 46.24
IE 36" ADS E = 46.25
EX. 20' WIDE STORM
DRAINAGE EASEMENT
(PER AFN # 9711201272)
STA. 10+00
RIM=53.0
IE-5.35
(BY 4OTHERS)
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(BY OTHERS)
NOTE.
SANDED COLLARS SHALL BE USED
FOR ALL CB CONNECTIONS TO FLEXIBLE
PIPE.
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EX. 15' SANITARY SEWER EASEMENT
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REC. NO. 7409120391
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(BY OTHERS)
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(BY OTHERS)
- INSTALL 30 LF 24" SD 0 0.2%
CAP END
BLDG. 0188-99
THESE PLANS ARE -APPROVED- FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING D{'M�SION'S REQUIREMENTS.
Approved By: 1, /a.,.., . /;Uuv�alaE
Date Approved:-7/�7�3 S C
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PER RE
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9 AND UTILITY EASEMENT PER
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TOP OF PIPE
ELEVATION=50.52 EX. 55" WIDE UTILITY 1-16"x16"x6" TAPPING TEE (MJxMJxFL) II*' -EX. 16" W
(FIELD VERIFIED) EASEMENT PER RECORDING 1-6" GATE VALVE (FLxMJ) j
NO. 9704030925 35 LF 6" D.I. EXTENSION EXIBTNQ
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CONC. BLOCKING
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45 LF 6" D.I. EXTENSION
1-5 1/4" MVO F.H. ASSY.
CONC. BLOCKING
BUILDING #4
F.F. = 54.5
NOTE: INSTALLATION OF FIRE LINE SYSTEM
SHALL BE DONE BY A WASHINGTON
STATE LICENSED FIRE SPRINKLER
CONTRACTOR.
1-22.5' BEND MJ)
CONC. BLOCKING
EX. 8" D.I. W
(PRIVATE FIRELINE)
EX. 6" D.I. W
(PRIVATE FIRELINE)
1-12"x12"x8" E
1-12" GATFx -VALVE
1-8" GATtr VALVE
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1-6" GATE VALVE (FLxMJ)
30 LF 6" D.I. EXTENSION
1-5 1/4' MVO F.H. ASSY.
CONC. BLOCKING
EX. 15' WIDE
WATERMAIN EASEMENT
PER RECORDING THESE RECORD PLANS AND THE INFORMATION
No. SHOWN ACCURATELY REFLECT FIELD CONDITIONS
AS OF / / (DATE)
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EX. 15' WIDE WATERMAIN
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NO. 9805140649
NOTE=
MAINTAIN 1' MIN. VERTICAL CLEARANCE
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AND STORM LINES AT ALL TIMES.
EXIS'IIJfa
1-8"x8"x6" TEE (MJxMJxFL)
1-6" GATE VALVE (FLxMJ)
34 LF 6" D.I. EXTENSION
1-5 1/4" MVO F.H. ASSY.
CONC. BLOCKING
EX. 15' SANITARY SEWER EASEMENT
REC. NO. 7409140391
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CONTRACTOR MUST CONTACT
MR. ERIC DAVISON, KING CO.
WASTEWATER TREATMENT DIVISION
AT (206)684-1707 AT LEAST
48 HOURS PRIOR TO ANY
CONSTRUCTION NEAR THE METRO
SEWER FACILITIES
\ EXISTING INFLUENT STRUCTURE
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- IE=44.79 42" NJ
AUBURN WEST INTERCEPTOR
EX. 2" TEMP. BLOW -OFF ASSEMBLY
CONTRACTOR TO VERIFY
12" D.IW THAT THIS PORTION OF PIPE
A S-ESTU/L T
BLDG. 0188-99
THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE WITH THE CRY OF AUBURN
ENGINEERING WIOWS REQUIREMENTS.
O!d'M
Approved By: -7Z cp
Date Approved:
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SANITARY SEWER PLAN AND PROFILE
NEW BUILDING #4
F.F. - 54.5
NEW SSC0
RIM=54.4
IE=44.4t
EX. 15' WIDE SANITARY
SEWER EASEMENT PER
RECORDING NO.
EX. 8` SS
Ex SSW (408-
STA. 16+71.50
RIM=52.20
IE=44.67 8" E
IE=44.77 8" S
IE=44.77 8" SW)
EX. 8" SS
Sam
PLAN VIEW
SCALE: 1 "=40'
SCALE: 1 "=40' HORIZ. 1 "=4' VERT.
IE 0 END=44.50
RIM=52.30
IE=44.84 8" N
IE=44.94 8" S
-EX. 8" PVC, SDR-35 SS
Ex SSM #2
TilM1 53.4 -
IE=45.39
IE 0 BLDG.=45.44
INTERIOR SEWER LINE
(TO OIL/WATER SEPARATOR)
EX. SSCO
RIM=53.40
IE=45.45
EX. 8" PVC, SDR-35 SS
EXISTING
REYNOLDS BUILDING
FF=53.5
THESE RECORD PLANS AND THE INFORMATION
SHOWN ACCUPT9Y REFLECT FIELD CONDITIONS
AS OF -(DATE)
BY:
I
- EX. 20' WIDE SEWER EASEN
PER RECORDING NO. 74091
508-
SSM14)H
7�2-
EX. 55' UTILITY EASEMENT
PER RECORDING NO. 9704
EX. 30' PUBLIC ACCESS
PER RECORDING NO. 97(
-EX. CHAIN
- -LINK FENCE -
A S-BU/L T
1
UTILITY EASEMENT
BLDG.0188-99 cvrw%
THESE PLANS ARE "APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DMSION'S REQUIREMENTS.
Approved By: / S Df�
Date Approved:
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06 D /5'S;
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND SPECIFICATIONS.
CONSTRUCTION, SANITARY SEWER, WATER NOTES AND DETAILS
2.
STANDARD PLANS AND SPECIFICATIONS SHALL BE *WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION (WSDOT� STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD,
4.
SIDE SEWERS SHALL BE INSTALLED, WHERE REQUIRED BY THE ENGINEER, USING
BRIDGE AND MUNICIPAL C NSTRUCTION AND CITY OF AUBURN STANDARD DETAILS AND
COMMERCIALLY MANUFACTURED TEES AND SHALL BE PLUGGED WITH A WATERTIGHT PLUG.
DEVELOPMENT PROJECT SPECIFICATIONS.
ALL JOINTS SHALL BE APPROVED RUBBER-GASKETED JOINTS. (THE LOCATION OF THE SIDE
3
THE CONTRACTOR TO A COPY
SEWERS MARKED AT THE END THE INE NSIDE THE
AVAILABLEOT THAEDJORB SITESALONCGION WITH ATES
STANDARD DETAILLSIANDQPIRED
ECIIFICAATIONSECbPY
FOUR (4) FEET LONG BUOF
TREATED 2AL4BE
RIED INLTHEIGROUNDA 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
DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 4.)
4.
PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL
IN ADDITION, THE LETTER 'S", TWO (2) INCHES HIGH, SHALL BE NEATLY IMPRINTED IN THE
PUBLIC FACILITY EXTENSION PROJECTS.
TOP OF THE CURB BEFORE THE CONCRETE HARDENS TO DESIGNATE THE SIDE SEWER
5
PRIOR((
NSANITARY SHALL CALL
SEWER
LOCATION.
24 5555) FOR UTILITOYN LOCATIONS WATER GAS,
POWER, TELEPHONE, AND TELEVISION .
5.
LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING CONSTRUCTION
6.
DURING CONSTRUCTION CONTRACTOR SHALL BE REQUI ED TO CONTROL ON -SITE
UPON AUTHORIZATION OF CITY. CONTRACTOR SHALL NOTIFY ENGINEER WHEN EXACT
STORMWATER RUNOFF �Y USING TEMPORARY EROSIONSILTATION CONTROL
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 AND LOCATIONS OF HIDDEN
THE CITY OF AUBURN PRIOR TO CONSTRUCTION.
UTILITIES. ALL VISIBLE ITEMS SHALL BE THE ENGINEERS RESPONSIBILITY.
7.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT NO CONFLICTS OCCUR
8.
EXISTING PAVEMENT SURFACE SHALL BE SAWCUT FULL DEPTH WITH STRAIGHT,
UNIFORM EDGES 12 INCHES 12 ) OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS
BETWEEN SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITY LINES DURING
BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT
EMULSION (CSS-1).
CONSTRUCTION.
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 MINIMUM
9,
TEN -FOOT (10') HORIZONTAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN
HQ(21ZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET
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')
MINIMUM IS NOT POSSIBLE, THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED BY
12.
DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE
THE ENGINEER.
KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AS
DIRECTED BY THE CITY.
11.
ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING A.C. OR
13.
CERTIFIED QRAWINGS RE 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
CAN BE USED WHEN APPROVED, AND PRIMARILY FOR OVERSIZING PIPE AND DEEP OR
15.
FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT M XI M ADJUSTMENT WITH
SHALLOW TRENCHES.
BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES �14M� WITHOUT ADDING NEW
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 CITYS 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.
BEDDING FOR PVC PIPE SHALL BY r8 INCH MINUS CRUSHED ROCK FOUR INCHES 4
UNDER TOSIX(6
) MINIMUM OVER PIPE, AS PER YHE CITY OF AUBURN
16.
ALL PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED
STANDAR
BY THE CITY OF AUBURN.
20.
BEDDING FOR CONCH I AND DUCTILE IRON PIPE SHALL BE"5/8 INCH MINUS CRUSHED
ROCK SIX INCHES (6') MINIMUM UNDER TO SIX INCHES 16 MINIMUM OVER THE PIPE,
17.
PIPE TRENCH BACKFILL MATERIAL WITHIN THE RIGHT-OF-WAY SHALL BE 5/8" MINUS
AS PER THE CITY 0 AUBURN STANDARIJ
DETAIL NO. GEP -2.
CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
21.
REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1,
18.
AN OIL/WATER SEPARATOR WILL BE REQUIRED TO CONNECT BUILDING FLOOR DRAINS TO THE
GEPT-2, AND GEPT-3 FOR CONSTRUCTION PROCEDURE.
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 LW OONSTRILC N 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
STORM
SEWER CIONSTRUC7pN 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.
4.
BEDDING FOR DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK SIX (6) INCHES
2.
PIPE FOR STORM SEWERS SHALL BE SDR 35 PVC WHEN PIPE COVER EXCEEDS THIRTY SIX
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,
ITY
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
B.
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
ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE
CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET.
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
OF AWWA C 601.
LANDSCAPED AREAS. CONCRETE CURB/GUTTERS SHALL BE USED IF CURBS ARE USED
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.
THE CITY WILL INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING
A MINIMUM 1 PERCENT.
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,
A SEPARATE AND DETAILED PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO
�� N0TE5
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:ASDSKPROJ\5950\ENGINEERILIG\59505D1.DVJG Dote/Tme. 03/2-'/1999 15.02 Scale:
1=1
mikeb Xrefs. Z5950581,
6" MIN
it 4
-- - ASPHALT
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
1 1/2" CLASS "B"
ASPHALT CLASS "B" CEMENT
CONCRETE
12" DIA Z ..
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.
36"x36" BLUE -
STENCILED SIGN
(DETAIL 'B')
tzrr
HANDICAP
PARKING SIGN
(DETAIL 'A')
4.. 4 Q
O 4
V 4' Q'4
44
C Q O e4 4
SEE SITE PLAN FOR DIMENSIONS
Detail
C SCAIE NONE
- WHITE SYMBOL & OUTLINE
TIE BACKGROUND
12"x 18" SIGN
a
F
Z w
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N
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1-,
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
BLUE
Detail Detail STENCILEDSIGN
A � NONE g
SCALE: NONE
HANDICAPPED PARKING DETAIL
NOT TO SCALE
6" CONCRETE PAVEMENT
°
°��,, Ono 00 O,n o�G OOC` OOyFT
TYPICAL CONCRETE PAVEMENT SECTION
NOT TO SCALE
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.
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 ACCU TE Y REFLECT FIELD CONDRIONS
AS OF TE)
BY:
1-
a
HANDICAPPED PARKING NOTES:
m
w
(SEE SITE PLAN FOR LOCATION h CONFIGURATION)
Q
1. SLOPE
a RAMP- 1:12 MAXIMUM
cQ
FLARED SIDE- 1:10 MAXIMUM (ONLY WHEN SHOWN ON SITE PLAN)
0
ob
n
(SEE ALSO NOTE No. 3)
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2. WIDTH :
N
-6
SEE SITE PLAN (4' MINIMUM CLEAR)
j
m
v
3. UPPER LANDING MINIMUM :
4 DEEP FULL WIDTH OF RAMP OR PROVIDE
COx
O
FLARES OF 1:12 SLOPE
m
O
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4. LOWER END OF RAMP
1 2 UP -BEVELED AT 45' ALONG EDGE
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 0.2' 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 AFFIXED REFLECTORIZED
SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT, OR EQUAL, DISPLAYING THE INTL
SYMBOL OF ACCESSIBILITY. SEE DETAIL W.
WHEN SITE PLAN CALLS FOR VAN SPACE, INCLUDE THE 60 SO. INCH VAN ACCESSIBLE" SIGN
BELOW THE PARKING SIGN.
B. 36"x36" BLUE STENCIL ON PARKING SURFACE SEE DETAIL 'B', 'C', AND SITE PLAN.
2" COMPACTED DEPTH -
CLASS 'B' A.C. PAVEMENT
4" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
0
8' CRUSHED ROCK OR
RECYCLED MATERIAL
TYPICAL PAVING SECTION
n
(ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE
4" COMPACTED DEPTH
CLASS 'B' A.C. PAVEMENT
6" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
0 occ,
8" CRUSHED ROCK OR -J
RECYCLED MATERIAL
HEAVY DUTY PAVING SECTION
(ALTERNATIVE: 4 1/2" ATB W/3' CLASS 'B' A.C. PAVEMENT) NOT
AS-BU/L T
BLDG.0188_99 `*"
s
THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE WITH THE CITY OF AUBURN
ENGINEERING DMSION'S REQUIREMENTS.
Approved By: f d - _ _ 1 162,4
Date Approved: 's-haA.5
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