HomeMy WebLinkAbout95D1377GENERAL CONSTRUCTION NOTES
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF
AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MOONIER BY THE
CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS,
SPECFICAPONS, AND REQUIREMENTS.
3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER
SPECIEICAMWIS SHALL BE OBTAINED BY THE CONTRACTOR
AND SHALL BE ON -SITE DURING CONSTRUCTION.
4. A PRECONSTRUCTON MEETING NTH THE CITY OF AUK" 94ALL BE
REQUIRED PRIOR TO ANY SITE WORK. THE CONTRACTOR SELL SUE016E
AND COORDINATE THIS MEETING.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SAL CALL ONE -
CALL (1-11DO-424-5555) FOR UTILITY LOCATIONS (WATER. SANITARY
SEWER, STORM SEWER. GAS, POWER, TELEPHONE AND TELEVISION).
6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTINUE T
Oh9TE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT
DRAINAGE EROSION/SILTATION CON RO PROCEDURES.
7. LoCAT10N5 OF EXISTING URUTES ARE APPROXIMATE. IT 9MLL BE
THE CONTRACTOR'S RFSPONSBUTY TO DETERMINE THE TRUE I
ELEVATIONS AND LOCATIONS OF ALL UNITIES, ON -SITE AND WITHIN
THE PUBLIC RIGHT-OF-WAY.
8. EXISTING PAM]ENT SURFACES SHALL BE SAW CUT FULL DEPTH NTH
STRAIGHT AND UNIFORM EIM 12 NOES OUT FROM THE EDGE OF
EICAVAINNL ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT
9NLL BE PAINTED WITH ASPHALT EMULSION (CSS-1).
9. THE CONTRACTOR SHALL INSTALL, RELOCATE, OR REPLACE ALL CITY OF
AUBURN SIGNS, AS SHOWN ON THE PARS OR AS AFFECTED BY
CONSTRUCTION, PER THE CITY'S STANDARD DETAIL N0. TRSP-1
10. POWER, CABLE AND TELEPHONE LINES SHALL BE N A TRENCH NTH A
MINNKIM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER,
WATER, STORM) OF FIVE FEFT. I
11. ALL CONSTRICTION 9NVf1NG FOR EMENSIONS OF PUBLIC FAOLTIES )
SHALL BE DONE UNDER THE ON TrU O A WAS INGTON LICENSED
LAND SURVEYOR OR A WASIINGTCII UCE715ED PROFESSIONAL OW
ENGINEER.
12. ONmc CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS
PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING
FROM ON-STE CONSTRUCTION, AS DIRECTED BY THE CITY, I
13. CERIIFED AS -BUILT DRAWINGS OF SITE IMPROVEMENTS ARE REQUIRED I
AND 9U'1 BE PROVIDED BY THE CONTRACTOR PRIOR TO THE DATE OF
SUBSTANTIAL COMPLETION AND PRIOR TO PROJECT ACCEPTANCE BY THE
CITY OF AUBURN. REFER TO NNE CITYS "CERTIFIED AS -BUILT
REpBEYENTS
14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY OF AUBURN
ZONING ORDINANCE, SECTION NO. 18.50
15. FOR MANHOLE AND CATCH BASIN RN ADJUSTMENT, MAXIWUY ADJUSTMENT
WITH EROK OF RIMS AND CASTINGS SHALL BE 14 INCHES WTHQUT
ADDING NEW SECTIONS.
1A ALL WINHOES AND CATCH BASINS N PUBLIC RIGHT-OF-WAY OR PUBLIC
UTILITY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND
CONFORM To THE CITYS STANDARD ADJUSTMENT DETAIL NO STFG-I.
17. ALL CONNECTION OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE
BY USING A.C. OR OINK MA HOLE ADAPTERS, OR APPROVED EQUAL
18. THE MAXIMN LAYING LENGTHS SHALL NOT EXCEED 12'-6' FOR SOB 35
PIPE.
19. BEGGING FOR PVC PPE SMALL BE K" ANUS CRUSHED ROCK.
FOUR WOES UNDER, TO SIX INCHES WNIUM DYER PPE, AS PER
CITY OF MORN STANDARD DETAIL GEPT-3.
20. BMW FOR CONCRETE AND DUCTILE NON PIPE SNAIL BE AW' MINUS
CRUISED ROCK, SIX INOCS UNDER, TO SIX INCHES WOMAN OVER THE
WE AS PER THE CITY OF ALIBLRN STANDARD DETAIL NO. GEPT-2.
21, REFER TO AUBURN STANDARD TRNNCH EXCAVATION AND BACKF L DETAIL
NO. CEPT-I, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE.
22. ALL IMPORTED PPE TRENCH BACIOILL MATERIAL SHALL BE CLASS 'A7
BANK RUN GRAVEL, PER MODIFIED SPECIFICATION OF THE CITY OF AUBURN. I
23, PPE TRENCH BACKFILL MATERIAL "THIN THE IMPROVED ROUT -OF -
WAY 91ALL BE W MINUS CRUSHED ROOK MEN CONNECTION IS
PERPENDICULAR TO THE CITY STREET.
24. CORRUGATED METAL PPE (OM SHALL BE GALVANIZED NTH ASPHALT
TREATMENT NO. 1 OR ALUMNA SHALL BE 16 GAGE FOR 24 INCH
DIAMETER AND SMILER PIPES AND 14 GAGE FOR 30 OUCH DIAMETER
AND LARDER PIPES, NTH RE -CORRUGATED ENDS JOINT COUPLINGS SHALL I
HE TYPE 'OO NTH NEOPRENE GASKETS AND CONNECTIONS TO MANHOLES AND
CATCH BASINS SHALL BE BY MORTAR JOINTS. Or PPE SHALL ONLY BE
USED ON PRIVATE PROPERTY FOR THE PURPOSE OF OVERSI➢ND PPE FOR
UNDERGROUND STORAGE WHEN PIPE COVER EXCEEDS ONE FOOT.
SITE PLAN NOTES:
1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS
SHALL BE PER CITY OF AUBURN STANDARD DETAILS THE CITY HILL INSTALL
THE METERS. THE CITY MAY, AT THE CTTYS OPTION, INSTALL SERVICES FROM
MAN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING
CITY STREET: ALL OILER WORN BY CONTRACTOR. PLANNING SUBCONTRACTOR
SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED
AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. SPRINKLER UNE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER
CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE
DETAILED PLAN S ALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER
CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE
T11E ITEMS ABOVE AS HELL AS DETAILS FOR RWDNG AND BLOCKNKS WRIF)CATION
OF PIPES SHOWN A PIPE S12ES OTHER THAN THOSE SOWN ?Y THE SPRINKLER
CONTRACTOR.
3. PUMPER PORT SHALL FACE SKEET OR FIRE ACCESS. AND BE READILY ACCESSIBLE
TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION.
4. FLOOR DRAMS NOT TO BE INSTALLED AT THIS TIME. F INSTALLED LATER THEY
SHALL BE DIRECTED TO THE SANITARY SEVER MA AN APPROVED OL/MATER SEPARATOR.
5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVW LIGHT
SPILLAGE ONTO ADJACENT PROPFRTES AND AMOD CLAR FOR MOTORISTS TRAVELING
ON AD,MC£HT STREETS.
6. STREET CURB SHALL BE PAINTED WIN FORMULA WD-Yl, FIVE FEET FROM EACH SIDE
OF DRIVEWAY.
CONTRACTOR TO VERIFY EXACT LOCATION
OF ANY EXISTING UTILITIES PRIOR TO STARTING
WORK, SUBMIT TO POE ENGINEERING A CITY OF
AUBURN FOR APPROVAL
EX 5' PINPER CONNEC10
CONIC S/W
EX 8'W EX 12'
PVC
F.H.
UMT ^
UTILITY �V.
EASEMENT � � ..
II ��
I � i 0
EXIST CB XIST C C
TYPE I-C TYPE-C
RIM 47.10 RIM 47.10 6"A PVC 5'
INV 12* 44.36 INV 12 441 SOR 35 SIDE
INV 84 ILES INV 8" 44.71 j � SEWER, 0
41.1 a 5=209, MIN
,n NEW D SS/ "�
OF AUBU N /% r
PVC6• STD DET L ' "1'
W SEWER
w TM NEV WA T i
MET,
�IN E X A420,AEEO
ERIFY /
Ex 12" RURGARgg11 I ;j/'I 7 i
METER
STD DIET NO. G
wADM-1 SEE '
L/S Pu is
NEW 5' c -
S/'N PER TEY 4•(=)
OF AUBUR I STDS
I
RIM 47.
E((8'YQ 41.7 -
IE (8' S III E) 41.47 I
I" EX 5'
w CONC /W
30,
LOCATED IN SECTION 36, T22N, R4E, W.M., KING COUNTY, WA
5' WOE COC
WALKWAY
_ . I 264_47 N DOa'Gz' W
FfDI'F
LSOO IF
(STORAGE
ABOVE)
-1NY WATER
uW.B®
TO'
500 SFI
H/c RAMP PER
CITY OF ALBUI
I HR FIRE WALL
W/O PARAPET
NEW 8X8X6 TAPPING TEE
W/ FULL SADDLE, 6" G.V.
R CONC. BLOCKING
1
EXIST 10' 140'
WATER LINE
EASEMENT
SPRINKLER RISER A
DDCV LOCATION
(SEE SIZE PLAN NOTES)
>\ N W = 1 a
'sr I MTN 1T
U
r
I �I 42ND I 14ENDIM WRE
EIZ1 �1 ITH
SVie
Si 37 IN ST ME 37TH S _
EX 30' ACCESS EASEMENT 1 1. W HE F
(CONTINUES NEST i0 'B' Si NW) -- LLIR = 35TH
o
qI� ST NE ' �1�� F n
W �� a
EX. F.H. PVC
CONTINUES dH T ,+ .. ^
T PHI
WEST TO'B' ST NW VICINITY MAP
W W
1'=12ao'
W Z
1 SITE DATA
SITE AREA -------------------------- Dg,281 SF, 0.88 AC W N N < M9
15'STORM EASEMENT ZONING --------------- ______------- Ml
AFO OW0311183 OCCUPANCY ------------------------- 82
CONSTRUCTION ----------------------- 5N
TOTAL BUILDING AREA ------- ----------- 17.630 SF w V Y
1
1
BIO-SWAE
1 MEZZANINE --------------------- 4.500 SF
PERCENT SITE COVERAGE--- ------------46K
PARKING REQUIRED.
OFFICE --------- - -------------- 2pDO SF/250
8'
N1SE/STORAGE ------------------- 10.878/20 W
MFG--------------- ___________6,252/1000
NEW BUILDING
TOTAL -------------------------1969 STALLS
PARKING PROVIDED ------------- ------- 20 STALLS
Z
17,630 SF (SPRNKLERED)
F.F. 49.0
DATUM
a
V
s
Ott OF BENCHMARK
R
Q 37U NE & "C STREET, ELEV 48.55
O
MANUFACTURING (W{)/STORAGE (60KO
U
CD
15,630 S
OWNER INFORMATION
Z
1
30' ACCESS A UTILITIESZ
1
EASEMENT AFE 7810190517
B. C. HOLDING CO., NC.
J
CONTACTS MR. LARRY BOVILE _
STREET8003W
A
m
AUBURN, WA
Q
3'(4)
(206) 852-3420
=
LEGAL DESCRIPTION
1 HR FIRE WALL W/ 30'
PARAPET (NO OPENINGS).
140
N _7.3971 T
30' ACCESS A UTILITIES
EASEMENT AFJ 7810190517
V F 49
SITE PLAN
1' = 20'
SEE SHEET C2 FOR STORM SYSTEM, SEWER
AND WATER CONSTRUCTION NOTES.
DESOR RF WATER SACE CONC. CUR -
CONIC. M. SW w 3' BELOW T.O.C. M' DIA FER TYP.
Y A.C. PAMNG 2' A.C. PAVING
SLOPE L-� ~DSN� •. _lj 1='
-I ON I-
I_111-III Ill I II -Ill -11 F -- - -I - I I- I I I L=l I
I hIII, hI II III III III -! I-
4"-JI' MINUS COMPACTED SUB -BASE -
CRUSHED ROC( a-W IINIK COMPACTED SUB -BASE
CRUSHED ROIL DENOTED ON
EXTRUDED CURB CAST -IN -PLACE CURB PLAN BY
iim=K
UR & PAVING SECTIONS
a NOT To SCALE
S
b
30' ACCESS
W UTILITIES
EASEMENT AFF
7810190517
I
I
LOT Il OF THE VALLEY BUSINESS PAR( II AS RECORDED IN
VOLUME 124, PAGES 74 AND 76 OF PLATS, RECORDS OF KING
m
COUNTY, WASHNGTON.
EXCEPT THE WEST
2.18 FEET THEREOF.
LEGEND
OESCIRPTON
NEW
EXISTING
STORM SEWER
-SD-
-So-
SANITARY SEWER
-S-
_SS__
WATER
-W
-w
FIRE HYDRANT
A
A
Z
CATCH BASIN
■
❑
Q
J
AC PAYING
0-
W
CONC. SIDEWALK
I-
®
N
LANDSCAPND
PARKING
Q
SPOT ELEVATION
/=
'}
LIGHT STANDARD
fi
WASHINGTON STATE NONRESIDENTIAL ENERGY CODE
REQUIRED INSPECTIONS
ENVELOPE
F. 0
1. WALL INSULATION INSPECTION:
`NW
TO BE MADE AFTER ALL WALL INSULATION AND AR VAPOR RETARDER SHEET OR
FILM MATERIALS ARE N PLACE, BUT BEFORE ANY WAIL COVERING IS PLACED.
WSEC APPROVED
GLAZING INSPECTION:
2.TX ZI
INSTALLED IN THE BANDING.
TO MACE ICIER GLAZING MATERIALS ARE
3. EXTERIORROOFING INSULATION:
cF$TEF �I
TO THE BEST OF MY KNOWLEDGE AND ADUTY, THESE PANS
TO BE MADE AFTER THE INSTALLATION OF THE RDOF INSULATION, BUT
47q,4L E 'S
SHOW COMPI1NOi NTH THE REQUIREMENTS OF THE 1994
BEFORE CONCEALMENT.
C AS NITINFD BELOW:
4. SLAB/FLOOR INSULATION:
DPW J 9A'
TO BE MADE AFTER THE INSTILLATION OF THE SLAB/FLOOR INSULATION, BUT
f/YY/tr
HA LI
BEFORE CONCEALMENT.
MECHANICAL
DATE
I
SPE A NI'
5, MECHANICAL EQUIPMENT EFFICIENCY:
REQUIRED BY THIS ENERGY
FEB 1995
N�� -l. I
F
TO BE MADE AFTER ALL EQUIPMENT AND CONTROLS
DRANK BY
CODE ARE INSTALLED AND PRIOR TO THE CONCEALMENT OF SUCH EQUIPMENT
S.S.
OR CONTROLS
DIED 0119-95
LIGHTING AND MOTORS
DESIGN BY
AFP
7. UGHTING EQUIPMENT AND CONTROLS:
TO BE MAD VIER THE INSTALLATION OF ALL UGH G EQUIPMENT AND
JOB N0.
THESE PLANS ARE 'APPROVED' FOR
CONTROLS REQUIRED BY THIS ENERGY CODE, BUT ORE CONCEALMENT OF
94-087
CONFORMANCE WITH THE CITY OF AUBURN
THE UGHTNG EQUIPMENT.
ENGINEERING DIVISION'S REQUIREMENTS
REV.
DATE
BY
DESCRIPTION
SHEET NO.
/V
Q
4/11/95
S.S.
PLAN CHECK REVISION
APPROVED BY: ��� ���QYa
c 1
DATE APPROVED:95
3
m
/ or 95D 1377
SANITARY SEWER CONSTRUCTION NOTES
1. REFER TO GENERAL CONSTRUCTION HOMES FOR OEMOK REHIUI EMENT&
2. SEWER LINES SHALL BE LAD TO THE GRADES AND ELEVATIONS SOWN
ON THE DRAWINGS AND SHALL NOT BE CHANCED WITHOUT CITY APPROVAL
3. THE LOCATION OF THE SIDE SEVERS SHALL BE MARKED AT THE END OF
THE LIRE INSIDE PROPERTY BY A PRESSURE TREATED 2 a 4, FOUR FEET (4)
LONG BURIED N THE GROUND A DISTANCE OF THREE FEET (31. THE LOWER
END SHALL HAVE A 2 x 4 CLEAT NAILED TO'IT TO PREVENT WITHDRAWAL OF
THE STAKE. THE EXPOSED 011E FOOT (1') SHALL BL PANTED TRAFFIC YELLOW
AND THE DEPTH TO THE SIDE SEWER OR TEE BULL BE INDICATED N BLACK
PAINT ON THE 2 x 4.
4. LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REQUIRED DURING
CONSTRUCTION UPON AUTHORIZATION O CITY. CONTRACTOR STALL NOTIFY
ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED.
5. CONTRACTOR SHALL OBTAIN AND PAY FOR All NECESSARY SIDE SEVER CONNECTION
PERMITS AND FEES FROM THE CITY OF AUBHM PRIOR TO COMSIROCTICE
6. UNLESS OTHERWISE APPROtED, AL CONNECTION TO EXISTING SEINER MAN NTH
NEW TEES SAL BE DONE BY THE CITY O AUBUFN TIE CONTRACTOR SHALL BE I
RESPONSIBLE FOR PIPE INSTALLATION, TRENCH EXC NATION, BACK FILL AND PAVEMENT
RESTORATION.
7. ALL MANHOLES IN PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENTS SHALL
BE ADJJSTED TO FINAL GRADE AFTER FWUL PAVWIC IS COMPUTE. IN ACCORDANCE
WM CITY OF AUBURN'S STANDARD DETAIL NO. STC-1.
WATER LINE CONSTRUCTION NOTES
I
1. REFER TO THE GENERAL CONSTRUCTICI NOTES FOR GENERAL
REQUIREMENTS
2. WATER LINES SHALL BE LAD TO THE GRADES AND ELEVATIONS
SOWN ON THE GUWRIGS, AND SHALL NOT BE CHANGED WITHOUT
CITY APPROVAL.
3. ALL PUBLIC WATER MANS SHALL HAVE A WIMM COVER OF 42
NOES (42').
4. WATER SERVICES SHALL BE PER CITY OF AUBURN STANDARD DETAILS,
LOCATION OF WATER S:RNCES SOUL ONLY BE CHANGED AS REGALED MMD TYPE I-C
CONSTRUCTION. UPON AUTHORIUDON OF THE CITY. THE CONTRACTOR SOUL RN 4710
NOTIFY THE ENGINEER WHEN EXACT LOCATIONS ARE DETERMINED. NV 120 44.76
5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WATER SERVICE INV 8' 44.69 1
CONNECTION PERMITS AND FEES FROM THE CITY OF AUBURN, PRIOR TO OONSTRUCTIXN.
6. ALL VALVE BIDI N PUBLIC RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENTS
SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAYING IS COMPLETE IN ACCORDANCE
WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1.
7. BACKFLOWW DEVICES REQUIRED WITH FIRE PROTECTION AND N9GATION
SYSTEMS ARE TO BE INSTALLED PER THE OTY OF MOURNS DETAILS
E. H1171tOSTATIC TESTS ON THE NEW PPE LINE SHALL BE MADE N ACCORDANCE
ON THE 'PROCEDURE FOR WATER -PRESSURE TESTING WATER LINES' AND THE LATEST
PROWSONS CE ARM C 600, EXCEPT AS MGM HEREIN. ALL EOLPMENT NECESSARY I
TO MALE TIE TEST SHALL BE FM89G BY THE CONTRACTOR, AND THE CONTRACTOR SHALL
CONDUCT ALL TESTS GOER THE SUPERVISION OF THE CITY ENGINEER. PRESSURE TESTS
SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT,
INCLUDING ALL CONNECTION TO EASTNG MANS AT A MNNMM TEST PRESSURE O 200 PSI.
9. DISNIFECTICH OF THE NEW WATER SYSTEM SHALL BE REOARED PRIOR TO CCNNECTION
TO THE EXISTING WATER LNES AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS I
O AWWA C 601. )
10. BLOCKING FOR VERTICAL AND HORIZONTAL BENDS SHALL BE PER CITY OF AUBURN
STANDARD DETAILS.
STORM DRAINAGE PLAN NOTES
1. REFER TO THE GENERAL CONSTRUCTION NOTES FOR GENERAL
REQUIREMENTS
2 STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS
SHOWN ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT
CITY O MIBURN AND ENGINEER APPROVAL
3. CONTRACTOR SHALL OBTAIN MY NECESSARY STORM LINE CONNECTION
PERMITS FROM THE CITY OF AUDRN PRIOR TO CONSTRUCTION. I
4. ALL MANHOLES AND CATCH BASIN N PUBLIC RIGHT-OF-WAY OR
PUBLIC UTILITY EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE
AFTER FINAL PAYING IS COMPLETE, IN ACCORDANCE " THE
CITY OF NJM'S STANDARD DETAIL NO. STFC-1.
5. ALL STORM GRAIN INLETS SHALL HAVE STENCILED *DUMP NO WASTE I
DRAINS TO STREAM'. 1
IBM 49.5 r DESIGN STORM
1 STORAGE (25-1R)
-III.-111-T1T:z
ADJUSTMENT BRILL
W.S. (4' MIN., 12' MAX.)
OFFSET TOP SAB STANDARD GALV.
STEEL LAOOER/
STEPS
8' CAP RUBBER GASI(ET 6.
SHORT NIPPLE (LURE ONE
5' MIN. r
AC. OR C.P.K.
MANHOLE ADAPTER
Do = 0.082 ICES
(2-YR. RELEASE) i
NEW 800 PVC SOt 35
PER PLAN
8'x 8'x 8' PVC
RUBBER GASKET JOINTS
8' RUBBER GASKET PLUG
W/ IWO ORIFICE
n TYPE IIC - 49' CONTROL STUCTURE CB W3
^nreclT4a3u
LOCATED IN SECTION 36, T22N, R4E, W.M., KING COUNTY, WA
TOP OF 25 1R CESON
sTORu PDNGNc o
E EVa
6 LF 8'W
PROVIDE 3' OAP
PVC SOR35
S=0.4%
N CURB FOR
MATCH EXISTING
DRAINAGE
BRAES AT ALL CB 19
6'W D.I.P.
DOWNSPOUT LOCATION
IF
TYPICAL, PROPERTY LINES PROVIDE Y GAP OVERFED!EX
5'
DOWNSPOUT
1NNRNE 70 Wi
INClare FOR RN 46.0
CONE S/W
IMF, S=O.SX
DRAINAGEIE 44.32
B'W
EX 12•
IL C
oc
W
264A9'
N OIL6'OY W _ _ - -
SOLD LD
_
_
_
w t91- -.INNiLL
^XI--.,-- -W -
E =4 .98
--
TYPE IC CB 67
,.
6'W PVC SDR35
1
UP 800
,.
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RIMIE
/ �
��IT LINES'
WATER E
EASEMENT
,.
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'
=459
-.
S=O.5X MIN, TYPICALI
_
IASDR35
3
80 LF 11141 PVC W/ 18' MN
.
a
5D
,•, ,
I
IM
COVER. PP SUPPLIER TO PROVIDE
4'
56 LF 80
..,.,
PIPE SIZE E TYPE. PROMOE BACKFLOW
3iI
PREVENTION DEVICE ON SOUR END.
(
INO E=H 83,,
i
LF BY
CB II
PVC 35
S=0. X
1
75
PEA 3jC2 5-0.47.
f RM 48.5
E 45.a
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INV 12'
44.46
INV r M.79
T
38 LF I'll
RCP}
Sa0.4X
SAWOUT I
REMOVE E
T
ASPHALT
3
II�,,••,,�„„,,,
GENERAL
S
NOTE &
(2)
IN KIND
4
c2
-EX 12,
45 LF EPEQjt
b/CCz
1 33/CZ
I _
ROG
40 LF OF RETANNO
47 �� PER SET Si
483H
WALL NEW BUILDING
4
17,111 S TIC
/
-,' F.F. 49.0 b
TYPE IC CB
IS
6 - 5'
_
SWIG LID
\
C2
_ ROOFI
8.
St
so--- 1
RODE
!E =4578
48.0 450
4 ''� t` LINE
IFF
----
RIDGE 480 \�
4
32 LF
E
77
O 8J0 IXp
48.72 SUMP PRIMP MANHW lR RI 44.
1
8'
S=04%
p TO BE BIDDER DESIGNED. SUBMIT SPECS
TO ENGINEER I CITY OF ALUM. 25 YR
CIE y4
77YPE IG
FLOW ANTICIPATED FROM 1.947 SF AREA
IS 0.14 CPS
PROOF FLOWS
� M
N Do
1 1 I I I
--- FL M 71
5.54 r EXISTW
PVC SDR35 GRADES AT ALL
30' ACCESS I UTILITIES
1 EASEMENT APO 7810190517
I
/ Z77-Z G
RIM 48.5 DESMN STORY
STORAGE (25-YA)
ELEV = 47.46
STORM AND GRADING PLAN mmmv_
I' = 20'
�-ADJUSTMENT BRICK
is. (4' MN., 12' MAX.)
OFFSET TOP SLAB STANDARD GALV.
STEEL LADDER/
STEPS
8' CAP RUBBER CASKET 6.
SHORT RIPPLE (LURE ON.
5' MEN.
A.C. OR C.P.K.
MANHOLE ADAPTER 44 4
DR = 0.D44 ICES
(2-YR. RELEASE) �-
NEW 12'0 COP \\
PER PLAN
IN 8'x Orr PVC TEE b
RUBBER GASKET JONTS
8' RUBBER GASKET PLUG
W/ 1'W mm
z TYPE TIC - 46' CONTROL STUCTURE CB #10
C2 NOT TO SCALE
E PER PLAN
�G&V. YTL GRADES PER PLAN
E PE rV MN. Cm
YW AW VENT
SCN10 PVC
IT
10 LF f
SON 35
S=0.4%
MIL DESIGN
aD-SWAIE FLOW SOUTH
W 1-(-) DEPTH. PL
I
EX STREET NEW 5' Y I
W/ cum IrGONG. FLIT
k GUTTER [NEW
_ I
M.I.r.
'VC SDR
Sal.
CONTINUES
'B' ST NW
OR
(RIM
(EXIST)
0 PVC
15' STORM EASEMENT
AF/ 8010311183
BID-SWAIE, 128 LF
ScOAX
3
8'
fi
EXIST INTERCEPT
SWALE TO NORTH
1016 LF ARCH PIPE
PER 3/C2, S=0.2X
r a
ON
RIM 48.5
IE 44.84
30' ACCESS I UTILITIES
EASEMENT AFJ 7810190517
I
I
NOTES:
1) DUE TO SHALLOWNESS OF PIPES, THE
CONTRACTOR SHALL TALE PRECAUTIONS
AS NECESSARY TO PROTECT PIPES UNTIL
SITE IS PAVED (BRIDGE OVER W/
COMPACTED EROSHED ROCK, ETC.)
2) SEE SHEET C3 FOR TESC PLAN AND
EXISTING GRADES.
3) ALL PIPE INLETS I OUTLETS SHALL HAVE
RIP -RAP PAD YIN. 4' SO X Y DEEP OF
4' (uNUS) QUARRY SPALLS (6 PLACES)
`1200 GP. / iro GIP. J
LADN PPE: 12 GA. 36' EOUIV. W,
TYPE II-C /2 42' (E) SPAN, Z9' RIG, SEE GENERAL TYPE IC
CATCH BASIN MOLES FOR NDIER !INFORMATION. CATCH BASIN
PER PLAN PER PLAN
ALL STEEL PARTS MUST BE GALVANIZED ANT'
AND ASPHALT CCWATEO PER CITY OF SPECIFICATIONS
TO OMIT
AUBURN STANDARDS SPECIFICATIONS FROM RIPE
SUPPLIER VERIIADEQUATE
1'
ADEQUAT COVER IS E FOR
/�71 DETENTION PIPE DETAIL '11200 TRAFFIC LOADING
J NOT TO SCALE
1 L- 1- J
K'
IT'
3 -
ROCKERY IF RE00,
11 _
MAINTAINMAINTAINCONK
` _
ON EXIST UTILITIES
w-
ROPER Ott OF
CKERY
ESTIMATED
AUBURN SIDS
SEASONAL
SEASONAL
HIGH GROLM
WATER 43.0
4' TOP SOIL OVER EROSION CONTROL
ELAMNKET (,LUTE NETTING OR APPROVED
EQUAL), IMPERVIOUS PLASTIC UNDER
EROSION CONTROL BLANKET PER
• SOD OR HYOROSEED
(PER OWNER REQIRELINT)
CITY STANDARD
ALL DISTURBED AREAS AFTER GRADING. USE
SOD W SWALE
• SOD SWALE BOTTOM
SECTION
C2
1• =4'
RE
BASE I I MAT T /EXIST SWAGE
�, J I GRADES W PL / (SEE GRA OBI4-91)
ROCKERY PER
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S DS
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' DESIGN
ESTMAIED
III-1I
sEAsaNAL :-
HIGH GROIRD
SEE/C2
WATER 43.0
FOR INTO
• SOD SWALE BOTTOM
s
SECTION
cz
r=4'
Y HIGH ASPHALT 'BERM'
PLACED ABOVE ASPHALT
FLEV PER PLAN
SEE GENERAL -
CONST NOTE /8
• EXIST PAVING
(WERE OCCURS)
6 DETAIL
C2 N.T,S
WSEC APPROVED
TO THE BEST OF MY KNOWLEDGE AND ABILITY, THESE PLANS
SHOW COMPLUNCE WM THE REQUIREMENTS OF THE 1994
WSEC AS INITIALED BELOW:
-REFF -ndi-
BUD 0119-95 ,
THESE PLANS ARE 'APPROVED' FOR '
CONFORMANCE WITH THE CITY OF AL
ENGINEERING DIVISION'S REQUIREMENTSpp��jj
APPROVED BY: OA25 - SeE.I'A
DhTE APPROVED: s3
LEGEND
DESCINPTIOU
NEW
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STORM SEWER
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SARITARYSEWER
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-W -
FRE HYDRANT
A
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CATCH BASK
❑
AC PAVING
CONE. SIDEWALK
LANDSCAPING
PARKING
Ox
SPOT ELEVATION
LINT STANDARD
DATE
BY
DESCRIPTION
S.S.
RAN CHECK REVISION
L95
2/95
SS
RAN CHECK REASON
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DESIGN BY
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JOB NO.
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SHEET NO.
C2
'lJ UW377
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STAPLES OR WIRE Z 4 a
WELDED WINE
RINGS (1YPICAL) f FABRIC OR Ea
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u u u
(OR ) f 4'S ' O.C.BORE BOTTOM Of Or TR FABRIC
(OR Ea) � +•-o' .cMATERIAL N e' . e• TRENCH FILLED
(ALT. STEEL FENCE PoST) ELEVATION NTH K TO 1% WASHED GRAVEL.
eFILTER FENCE DETAIL 2 GRAVEL CONSTRUCTION ENTRANCE
C3 NOT TO SCALE CJ NOT TO SCALE
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PROTECTED CATCH BASINS
TEMPORARY SWALE SECTION
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• SEE SHEET Cl FOR GENERAL NOTES.
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t SEE SHEET C4 FOR SITE SECTIONS M
T.E.S.C/GRARNG NOTES.
—EXIST 1200 STORM,
CONSINUES WEST TO
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= FN. FLOOR MINUS 9•
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• FIN PAVING MINUS 6'
FOR ASPHALT W CRUSHED ROC(
Au4"
am
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FILTER FENCE / SCALE STALES PER BALE
PER 2/C2
(a
SECTION A -A
+ OUTFALL PROTECTION
C3 N.T.S.
THESE PLANS ARE *APPROVED' FOR
CONFORMANCE NTH THE CITY OF AUBURN
ENGINEERING DIVISION'S REQUIREMENTS �Q
APPROVED BY: QA r. -SA
DATE APPROVED 51)3 IV
DATUM
CITY OF AUBUF N WA 15-Y, CL 37M ILE t
'C' STREET, ELEV 48.55
CONSTRUCTION SEQUENCE:
1. ATTEND PRECONSTRUCTNIN MEETING MOTH THE CITY OF AUBURN
IF REWIRED.
2. OBSERVE EROSION/SEDIMENTATION CONTROL NOTES AT All
TIMES.
3. ESTABLISH CLEARING AND GRADING WITS
4. INSTALL CONSTRUCTION ENTRANCE AND FILTER FENCING.
5. INSTALL PERMANENT STORM SYSTEM PER SHEET C2 USING
THE ROUGII GRADE RIMS, PROTECT CATCH BASINS PER 1/C4.
GRADE BDSWAE AREAS, CONSTRUCT ROOMMS PER CITY OF
AUBURN STANDARDS. AND SOD PER NOTES
6. COMMENCE GRUBBING/CLEARING IF STE.
7. ROUGH GRADE SITE TO ELEVATIONS SHOW ON THE EROSION
CONTROL TUN. ALL GRADES SOUL SLOPE TOWARDS THE CENTER
OF THE PROPERTY OR THE PROTECTED CATCH BASINS AT ALL
TIMES NO SEDIMENT LADEN STORM WATER SHOULD BE ALLOWED
To ENTER NEIGHBORING PRWERTIES/lEAVE THE STE.
8. COMMENCE NTH GENERAL CONSTRUCTION OPERATIONS.
9. FINISH GRADE SITE 8 ADJUST RIMS TO FINISH ELEVATIONS
10. PAVE SITE AND CLEAN DE ENTIRE STORM SYSTEM AS
NECESSARY.
APPROXIMATE FILL/CUT QUANTITY & TYPE
MINIMAL CUT/FILL IS ANTICIPATED TO BRING THE STE To ROUGH GRADES
THE STE WILL BE STRIPPED PER THE (RUBBING NOTES BELOW APPROXIMATELY
TO A S DEPTH AND 4' TO 6' OF CRUSHED ROC( ARCED AT BUILDING AND
PAVED AREAS. ESTIMATED FILL QUANTITY IS 320 C.Y.. ESTIMATED CUT QUANTITY
IS RED C.Y.
SPECIFICATIONS FOR FILL IF REMO)
FILL MATERIAL TO BE GLEAN, WELL GRADED BANK -RUN SAND k GRAVEL
- IWI PASSING 4' SIEVE
- 25% TO 70% PASSING 1/4• SIEVE
- 10% MAX. PASSING (20D SIEVE
- OUST RATIO = fySINNG AM SIEVE
S PASSING µ0 SIEVE
- SAND EQUIVALENT = 35 MIN.
SPECIFICATIONS FOR GRUBBING
AL AREAS TO BE GRADED SHALL BE GEARED OF VEGETATION,
eRUSH, AND ANY OBVIOUS EXISTING DEBRIS. AND STRIPPED OF AIY
TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/ON
CONTAIN SGMFICANT AMOUNTS OF ROOT AND OTHER ORGANIC
MATTER A 3' DEPTH OF STRIPPING 6 EXPECTED, MORE OR LESS;
HOWEVER STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS
NECESSARY TO REMOVE GRGANC MATTER AND SOFTANSTABLE
MATERIALS FROM BENEATH AREAS TO BE FILLED MD/OR PAVED.
STRIPPING SHOULD EXPOSE MECUM DENY, STIFF. OR MORE
COMPETENT. NON -ORGAN: EXISTING SOILS.
LEGEND
DESCRIPTION
NEW
EXISTING
STORM SEWER
—SD—
—So—
SANITARY SEWER
—SS—
—SS—
WATER
—W —
—W —
CATCN BASH
a
❑
FIRE HYDRANT
A
A
AC PAVING
CONC. SIDEWALK
LANDSCMIWG
PARKING
SPOT ElEVA1DNS
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}+
,�
sI IER FORCING
—r
DAIS
BY
DESCRIPTION
S.S.LWI
CHECK REMSION
5/2/95
S.S.
" CHECK REVISION
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DATE
FEB 1995
DRAWN BY
S.S.
DESIGN BY
AFP
JOB NO.
94-D87
BEET NO.
C3
N
L
SOUTH � NORTH
t
50.0. I..$fp pEAx[ FPIENRISC2(AADES �.. FTw 490lDINC .... '. _1.�'F3.OL 50.0
49.0I ..... 1 • NORTH 9
'B' PUCE
48.0 N.W.
47.0
1`
I
46.0. .....I. .
45.0. .....
SEE 4/C2
44.0 W SWAIE.
V.... .... ... .._ .. .. . .SEE 5/C2�
• SWALE
SITE SECTION
C4 SCALE: HORIZ. 1 w2O
VERT. 1'=2'
EAST
e� I`e
WEST
/ SILT EPER
I/C3 0 EAST
ST A
I ..... I WEST PL, MATCH
50.0. I ..... L ... EXIST. GRADES 50.0
NEW BUILDING
EXIST F.F. 49.0
49.0 - BUILD 49.0
FF 48.0 — T — — — — — —
48.0 48.0
1 ROUGH GRADES I
47.0 PER C3 �.. I ... 47.0
EXIST GRADES
PER C3
46.0 46.0
DRAIN NORTH THIN)
45.0. CAP IN CURB To . - - 45,0
CB N NW CORNER
OF PAVING
i21 SITE SECTION
G SCALE'. HORIZ. I'=20'
VERT 1'-2'
PI
51
z. 3' APART MAX.) NMI
1. DO NOT PUCE FABRIC UNDER CRATE
2'xVx4' (MIN.) WOODEN Z APPLES W/ SUBGRADE WORK.
STAKES DRIVEN INTO ONCE CRASHED ROCK PLACEMENT PROCEEDS
GROUND 18' (MN.) FOR FINAL PAVING WRAP CRATE II/ FABRIC
IN DEPTH AND REMOVE ABOVE COMPLETING CB
ADJUSTMENT AND MAKING WATER TIGHT.
ROCK OVERWASHED
FILTER FABRIC I T
SEDIMENT SUMP
6' DEEP x
if VIDE BURIED FILTER
FABRIC TYPICAL
(4 SIDES)
SECTION A -A
i1 C•B• FILTER FENCE DETAIL
C4 NOT TO SCIIE
...... 45.0
v 44.0
GENERAL CONSTRUCTION NOTES
FOR
GRADING, DRAINAGE AND EROSION CONTROL
1. WAIN THE CITY OF AUBURN, ALL REQUIRED DETENTION,
SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND N OPERATION, PRIOR TO LAND CLEARING AND/OR
OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEONENT-LADEN
WATER AND STORM DRAINAGE RUN-OFF DOES NOT IMPACT THE ADJACENT
PROPERTIES OR THE NATURAL DRANAGE WAYS
2. THE DETENTION, SEDIMENTATION AND EROSION CONTROL
FAOU1ES DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MNLIUM
REQUNEMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL
DRAINAGE AND EROSION CONTROL FAGUTES MAY BE REQUIRED AS
STUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION
MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL
SYSTEMS SHALL BE THE RESPONSBUTY OF THE PERMITEE.
3. TIME DETENTION CONTROL POND SHALL REMAIN IN PUCE
UNTIL THE PERMANENT STORM SYSTEM IS N PUCE AND OPERATIONAL.
4. THE TEMPORARY EROSION CONTROL FACILITIES, NCLIIDNC ALL
PERIMETER CONTROLS. SHALL REMAIN IN PUCE UNTIL FINAL SITE
CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM
THE CITY.
5. ON PROJECTS WIN GRADING PERMITS ONLY, AND FOR WHICH NO
SUBSEQUENT BULINNG PERMIT HAS BEEN ISSUED, AN AS -BOLT
DRAWING WILL BE REQUIRED WON COMPLETION OF GRADING ACTIVITIES.
6. THE CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE, AS NECESSARY,
TO REDUCE THE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY.
THE CONTRACTOR STALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS AS NECESSARY
TO REMOVE MAID DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY.
THESE ACTORS DULL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL
GRADING NOTES
1. THE CONTRACTOR SHALL GRADE THE STE TO THE GRADES SHOO PER
THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSE
FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING
ALL PAYING SECTIONS. CONSTRUCTION METHODS, AND OTHER SOIL
RELATED REQUIREMENTS.
2. THE CONTRACTOR SHALL 9"T A MADE ROUTE PLAN TO THE CITY OF
AUBURN FOR RENEW AND APPROVAL PRIOR TO PROCEEDING NTH ON-
STE WORK.
REQUIREMENTS FOR EXPOSED SOIL STABILIZATION
DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE AS REQUIRED BY THE
BULDNG OFFICIAL:
1. FROM APRL I TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRAVE AND ALL EXPOSED AREAS THAT ARE SCHEDULED
TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL ff STADWRED WTHN 10 DAYS
2. FROM NOV06KR 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABUZED IMMEDIATELY USING
PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN SM SQUARE FEET THAT
ARE SCHEDULED i0 REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF MESS THAN SON
SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY.
STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS MULCHING SHALL BE HAY OR STRAW
APPLIED AT A RATE OF 100 BALES PER ACRE (APPROK 2' THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED
AT A RATE OF 120 LB/ACRE:
URBAN APPLICATION PROPORTIONS BY VIEW PERCENT FOR PERCI GERMINATKIN
KENTUCKY BLUEGRASS 30% 85 80
(ADD -PHI, BABDIi OR EIU(ING
CREEPING RED FESCUE (PENWLAM 40% 98 90
PERENNIAL RYE (DL,NflY OR 30% 95 90
THESE PLANS ARE 'APPROVED' FOR
CONFORMANCE NTTH THE CITY OF AUBURN do
ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: 00vvwo� A
DATE APPROVED:
DATE BY DESCRIPTION
4/11/95 SS PLAN CEO( REVISOR
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EXMB J 99i
4/AI/91'
DATE
FEB 1995
DRAWN BY
S.S.
DESIGN BY
AFP
JOB NO.
94-087
SHEET NO.
C4
PF 166� q- aF g
`15Dt377
GENERAL CONSTRUCTION NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF
AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. STANDARD SPECIFICATIONS SHALL BE 1994 APWA AS MODIFIED BY ME
CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS,
SPECIFICATIONS, AND REQUIREMENTS,
3. A COPY O THEY APPROVED PLANS AND APPLICABLE CITY DEVELOPER
SPECIFICATIONS SHALL BE OBTAINED BY THE CONTRACTOR
AND SHALL BE ON-STE WRING CONSTRUCTION.
4. A PRECONSIRUCIION MEETING WIN ME OTT GE AUBURN SHALL BE
REWIRED PRIOR TO ANY SITE WORN(. THE CONTRACTOR SHALL SCHEDULE
AND COORDINATE THIS MEETING.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -
CALL (1-BDO-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY
SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
6. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL
ON -SITE STORM WATER RUNOFF By USING TEMPORARY OR PERMANENT
DRAINAGE ERDSION/SILTATION CON'ROL PROCEDURES.
7. LOCATIONS O EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE
ELEVATIONS AND LOCATIONS O ALL UTILITIES ON SITE AND WMIN
THE PUBLIC RIGHT-OF-WAY.
8 EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH NTH
STRAIGHT AND UNIFORM EDGES 12 INCHES OUT FROM THE EDGE O
EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT
SHALL BE PAINTED NTH ASPHALT EMULSION (CSS I)
9. THE CONTRACTOR SHALL INSTALLRELOCATE OR REPLACE ALL CITY O
AUBURN SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY
CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO TRSP 1
10. POWER CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A
MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER,
WATER STORM) O FIVE FEET
11, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES
SHALL BE DONE UNDER THE DIRECTION O A WASHINGTON LICENSED
LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL
ENGINEER.
12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS
PROJECT SHALL BE KEPT DEAN O ALL MATERIAL DEPOSITS RESULTING
FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE CITY.
13. CERTIFIED AS-BUWT DRAWINGS O SITE IMPROVEMENTS ARE REQUIRED
AND SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO THE DATE O
SUBSTANTIAL COMPLETION AND PRIOR TO PROJECT ACCEPTANCE BY THE
CITY O AUBURN. REFER TO THE CITY$ 'CERTIFIED AS -BUILT
REOUIREMENTS".
14. ALL REQUIRED LANDSCAPING SHALL CONFORM WITH THE CITY O AUBURN
ZONING ORDINANCE, SECTION NO. 18.50.
15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT
NTH BRICK O RIMS AND CASTINGS SHALL BE 14 INCHES WTHOUT
ADDING NEW SECTIONS
16 ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR PUBLIC
UTILITY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING AND
CONFORM TO THE CITYS STANDARD ADJUSTMENT DETAIL NO. STTG-1.
17. ALL CONNECTION O SDR 35 PVC PIE TO MANHOLES SHALL BE MADE
BY USING A.C. OR GPK MANHOLE ADAPTERS, OR APPROVED EQUAL
18. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6' FOR SDR 35
PIPE.
19. BEDDING FOR PVC PIE SHALL BE M' MINUS CRUSHED ROCK.
FOUR INCHES UNDER TO SIX INCHES MINIMUM OVER PIE, AS PER
CITY O AUBURN STANDARD DETAIL GEPi 3
20. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE W MINUS
CRUSHED ROCK, SIX INCHES UNDER, TO SIX INCHES MINIMUM OVER THE
PIPE, AS PER THE CITY O AUBURN STANDARD DETAIL NO. CEPT-2.
21, REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACK LL DETAIL
NO. CEPT-1, CEPT-2 AND CEPT-3 FOR CONSTRUCTION PROCEDURE.
22. ALL IMPORTED PIPE TENCH BACNFILL MATERIAL SHALL BE CLASS *A'
BANK RUN GRAVEL. PER MODIFIED SPECIFICATION O THE CITY O AUBURN.
23. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-
WAY SHALL BE W MINUS CRUSHED ROCK WHEN CONNECTION IS
PERPENDICULAR TO THE CITY STREET.
24. CORRUGATED METAL PIPE (CMP) SHALL BE GALVANIZED WITH ASPHALT
TREATMENT NO. 1 OR ALUMINUM AND SHALL BE 16 GAGE FOR 24 INCH
DIAMETER AND SMALLER PIES AND 14 CAGE FOR 30 INCH DIAMETER
AND LARGER PIPES, WTH RE -CORRUGATED ENDS JOINT COUPLINGS SHALL
BE TYPE T' WITH NEOPRENE GASKETS AND CONNECTIONS TO MANHOLES AND
CATCH BASINS SHALL BE BY MORTAR JOINTS. CMP PIE SHALL ONLY BE
USED ON PRIVATE PROPERTY FOR THE PURPOSE O OVER$➢NG PIPE FOR -
UNDERGROUND STORAGE WHERE PIPE COVER EXCEEDS ONE FDOT.
SITE PLAN NOTES:
1. INSTALLATION O CORPORATE STOPS, WATER SERVICES, LINES AND METERS
SHALL BE PER CITY O AUBURN STANDARD DETAILS. THE CITY WELL INSTALL
THE METERS. THE CITY MAY, AT ME CITYS OPTION, INSTALL SERVICES FROM
MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING
CITY STREET; ALL OTHER WORK BY CONTRACTOR, PLUMBING SUBCONTRACTOR
SHALL VERIFY THE ADEQUACY O THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED
AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER
CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE
DETAILED PLAN SHALL BE SUBMITTED TO THE CITY O AUBURN BY THE SPRINKLER
CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE
THE ITEMS ABOVE AS WELL AS DETAILS FOR ROOMING AND BLOCKING. VERIFICATION
O PIPES SHOWN M PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER
CONTRACTOR.
3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE
TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION.
4. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY
BULL BE DIRECTED TO THE SANITARY SEWER NA AN APPROVED OIL/WATER SEPARATOR.
5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID EIGHT
SPILLAGE ONTO ADJACENT PROPERTIES AMU AVID GLARE FOR MOTORISTS TRAVELING
ON ADJACENT STREETS.
6. STREET CURB SHALL BE PAINTED WITH FORMULA VI FIVE FEET FROM EACH SDE
O DRIVEWAY.
I G SY• „
I- - �S '84T RW9
LOCATED IN SECTION 36, T22N, R4E, W"M., KING COUNTY, WA I "T" ? EST
IN
mr
42ND 4x 1 H 42NO ST A
MERf �{ ST NW W _� T n
1 TI 1 NE
B B l
CONTRACTOR TO VERIFY EXACT LOCATION `�1'x'E x I _J 99TN ST NE 7040TH
OF ANY EXISTING UTILITIES PRIOR TO STARTING - �•V
WORK, SUBMIT TO POE ENGINEERING k CITY O
AUBURN FOR APPROVAL - ST 37 H ST NE 37TH $�. u
• x••I a
NEW FULL
S TAPPING TEE E% JO' ACCESS EASEMENT J NW I w NE cc .
W/ FULL SADDLE, 6' C.V. (CONTINUES NEST i0 'B' ST NW) iI /•"1
5' WIDE GONG @ CONC. BLOCKING 35TN ST NE Z
Eh 5 PUMPER CONNECTION WALKWAY 1 (YID O Q o
CONE. !w r xNK m rn
In tid- Ix i_A �WAIFR �Fxl PVC SDF m
F'A: NIA P. < 7NW
1AAE�wf -�. Imo; '' S-0003 C`DNIINLA dH •. Ti fPN! I •� Z o
26W _ _ a w o x
WI FW- - _ - "- - w -_. - ah 1 =12D0 rn
77 I VICINTY MAP
Ex In. �., � C C �,�� »
FI
177 140
1
BL _ _. 1 HER FIRE WALL WATER LINE 1 R w Z �
N, w, wI W/0 PPRMET EASEMENT pR� 4 N a4 zN SITE DATA
5 SPRINKLER RISER R SITE AREA- - - --- X281 SF, 0.88 AC I�•I N � ¢ �
______
______
9' 19' IS-
24' - 5 I 15' STORM EASEMENT 3
ILQ-1 DDCV LOCATION - OCCUPANCY
- - - N1 O �1
a..I BL I x I I / f R- �� 7I- 1,500 SF (SEE SITE PLAN NOTES) AF/ 8010311183 OCCUPANCY----------- --82 ;n
UIII III x:/ �L x=/ (STORAGE -,Q, CONSTRUCTION------ - - - = 5N
-�-- ABOVE) I TOTAL BUILDING AREA_______ __17630 SF
D C.O.-_ BIO-SWALE ♦ MEZZANINE_______ _ -1,500 SF
i PARKING REQUIRED:�AGE___ __ _ 46%
I
I? _.4_ __ I C °°� C SERMCEAIER 25' 4 I 8' OFFICE -2.000 SF/250
I, a _ _ 30, WHSE/STORAGE _____ ____-___ ____10.878/2000 3 N
H 4 4 - 6'N PVE 5 NEW BUILDING I w PARKING PROVIDED_________________ _2DSTALLS
NFC 6,2
TOTAL 1969 STALLS
INJ 4419 NV 8 44 li I SON 35 SIDE ETABiRIG WALL 17,630 SF (SPRINXLLRED) Z
S=2.OA NW F.F. 49.0 i Q
I 'IE 1110 PER 51 ImIn
*) NEW GT DATUM
,,, •b2 �^, = CITY O AUBURN BENCHMARK IS-Y,
PER CITY -DOCK-NDH NIN_ _ Py 37th NE k 'C' STREET. EIFV 48.55 Q
EXIST ec IN 1 O ALSO TRUCK WELL _ MANUFACTURING (40%)/STORAGE (60%1 N C� Z
SDP SEINER SM DET J . 15.630 SF
30' ACCESS 8 UTIlTES OWNER INFORMATION
10 C 4 EASEMENT AFF 7SID190517 B. C. HOLDING CO., INC. Z 0
NEW TAP 1 NEW WAR CONTACT: MR. LARRY BOYLE p -
1 3941 'B' STREET N.W. J
!Bi�T�I� 20' AUBURN, WA 98003 Q m
$ETE ME R O p 420, flEIA _ r 3'(r) (206) 852-3420 =
TINE _ VERIFY 3
IRRIGATE ' 5005F LEGAL DESCRIPTION v
E. h. METER PER
Y STD DET NO, 1 HER FIRE WALL W/ 30'
WAOM-1 SEE . I H/C RAMP PER
an Nh'r ij^ PARAPET (NO OPENINGS)
N
L/S PLANS / - 1' CITY OF AUBURN
1 SIM 2 PLACESNEW 5' C 11O
I � r ' S/W PER�n � � � � 64.25 W T39' �
4(*)� (r'
I ' OFAUBU S1D5 T � 1 � TU
� I � T I J
RW( 47.9 '
IE (8' ST 4E)�41.47 I -� - - I AOUTTIIUTES
EASEMENT AFN
Ex 5' ! 7R10I90SU
�. GGNE /W SA AISE MI.NI NM ULb
EAAFM I81011U190::1/
I
3a' 30'
� �DI�ItO1NN�. J `�.
A 16 49,.Y - -
SITE PLAN
Y= 20'
SEE SHEET C2 FOR STORM SYSTEM, SEWER
AND WATER CONSTRUCTION NOTES.
CONC. CURB DESIGN WATER SURFACE CORI CURE'
y 5N" y 3' BELOW T.O.C. N' CHAMFER TYR
2' A.C. PAVING III 2N A.C. PAYING SEOE _
SLOPE DN , IiI illy-:
ON -
o °
I,.II ,0 -
III T�. III IL III III
ul II -III
.-.
4'-AV' MINUS COMPACTED SUB -BASE ,,- 6 THE APPROVED
DIVED MYEAR
CRUSHED ROCK 4'-Ai' uINUs L g�ppCffD SUB -BAY HAVE BEEN CHECKED OUTT FOR
CRUSHED ROCK REVISIONS 7 AS•BUILTS
CLAN <D ON
EXTRUDED CURB CAST -IN -PLACE CURB PAN BY By: �,-
aK=mI Finn:
Plronr s9-Sizi
DWts: 9 r s A -
CURB & PAVING SECTIONS
q NOT f0 SCALE
LOT 11 O THE VALLEY BUSINESS PARK II AS RECORDED IN
VOLUME 124. PAGES 74 AND 76 O PLATS, RECORDS O KING
COUNTY, WASHINGTON. EXCEPT ME WEST 2.18 FEET THEREOF.
LEGEND
DESCRIPTION NEW EXISTING
m
a
m
STORM SEWER
-SD-
---SD---
SANITARY SEWER
-SS-
- --SS -
WATER
-W -
a,
FIRE HYDRANT
ilk
A
Z
CATCH BASIN
■
_
J
AC PAVING�--
L LJ
CONC. SIDEWALK
I-
C/!
LANDSCAPING
PARKING
O
XX.XX
1,4+
SPOT ELEVATION
EIGHT STANDARD
F
WASHINGTON STATE NONRESIDENTIAL ENERGY CODE
REQUIRED INSPECTIONS
ENVELOPE
F.
1. WALL INSULATION INSPECTION:
yNW P0f
! p WASy
TO E MADE AFTER ALL WALL INSULATION AND AIR VAPOR RETARDER SHEET OR
FILM MATERIALS ARE IN PLACE, BUT BEFORE ANY WALL COVERING IS PLACED.
o
WSEC APPROVED
2 GLAZINGION:
TO MADEDE AFTER GLAZING MATERIALS ARE INSTALLED IN THE BONDING.
T BE
3
N2fSFGISTEB�pS�4�r
TO THE BEST OFMY KNOWLEDGE AND ABILITY, THEY PLANS
TO BEIOR MADE AFITERNTHE INSTALLATION O THE ROOF INSULATION, BUT
SHOW COMPLIANCE WITH THE REQUIREMENTS O THE 1994
BEFORE CONCEALMENT.
'ORAL
C AS INITIALED BELOW:
4, SLAB/FLOOR INSULATION:
EXPIRES 3/8/1995
TO BE MADE AFTER THE INSTALLATION O THE SLAB/FLOOR INSULATION, BUT
N L M ANI AL LI H N
BEFORE CONCEALMENT.
MECHANICAL
DATE
l�
S. MECHANICAL EOUIPMENT EFFICIENCY:
FEB 1995
DRAWN BY
A E N UR:E TO BE MADE AFTER ALL EQUIPMENT AND CONTROLS REQUIRED BY THIS ENERGY
CODE ARE INSTALLED AND PRIOR TO THE CONCEALMENT OF SUCH EQUIPMENT
S.S.
_ OR CONTROLS.
DESIGN BY
BUD 0119-95 / LIGHTING AND MOTORS
7. LIGHTING EQUIPMENT AND CONTROLS:
AFP
TO BE MADE AFTER THE INSTALLATION O ALL LIGHTING EQUIPMENT AND
JOB ND..
THESE PLANS ARE "APPROVED" FOR -'
CONTROLS REWIRED BY THIS ENERGY CODE. BUT BEFORE CONCEALMENT OF
94-087
CONFORMANCE WITH THE CITY OF AUBURN
THE UCHTING EOUIPMENT.
SHEET N0.
ENGINEERING DIVISION'S REQUIREMENTS REV DATE BY DESCRIPTION
s�ky
IQ 4/11/95 S.S. PLAN CHECK REVISION
X -( f^/\
APPROVED BY: ,l J MYI.a
DATE APPROVED: SIs I9S
RS 0 1377