HomeMy WebLinkAboutPermit M96-0029 - METROrhcitoopaci
DEPARTMENT
DATE IN .
DATE
APPRO ED
R EQUIREMENTS / COMMENTS
)4 BUILDING -
initial review
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261 1
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ROUT D)
CONSULTANT: Date Sent - Date Approved -
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BY:
(init.)
❑ FIRE
2nd NOTIFICATION
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FIRE PROTECTION: 0 Sprinklers U Detectors
UN /A
FIRE DEPT. LETTER DATED: INSPECTOR:
NOTIFICATION • '
INIT:
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BY:
init.)
O PLANNING
ZONING: IBAR/LAND USE CONDITIONS?
U Yes [J No
SCREENING REQUIRED? O Yes Q No
INIT:
REFERENCE FILE NOS.:
O OTHER
INIT
: BUILDING -
final review
,
UMC EDITION (year):
I C I C7 r!
INIT:
c _
,BUILDING
OFFICIAL
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( �`� "
INIT:
AMOUNT
OWING:
(..A 3RD
k q 36
CONTACTED
P a W\D LO
DATE NOTIFIED
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BY:
(init.)
..._c
2nd NOTIFICATION
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(init.)
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NOTIFICATION • '
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BY:
init.)
PLAN CHECK
NUMBER
REVIEW COMPLETED
CITY OF TUKW
Department of Community Development — Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Mechanical Permit Application Tracking
PROJECT NAME
ItWri)
SITE ADDRESS
J CD Eke- I'nNOnal W9
SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
01/07/93
SITE ADDRESS SUITE #
t Z! 00 t`'N��w.•
( L- NIV�`( S,
VALUE OF CONSTRUCTION - $
11 / 0 OoO , d0
PROJECT NAME/TENANT
r��;(-2-c.)
ASSESSOR ACCOUNT #
-1 5
❑ Other:
TYPE OF WORK: ❑ New /Addition B Modifications ❑ Repair
DESCRIBE WORK TO BE DONE: -P Pima r“\+ -- £ - 7‘1 - .?t z /P1/44 - Mt )c
U. (,.:,Q1 G '7 Et-'■PaR'PAQ -` p•tJJE 0.v NC- RAT
CONTRACTOR % s Y (:-U 44S �1 c „`,1ul --�
�`� . C Yl 3CX� rc w �-�� ►� � � r�--►- e- ^�
PHONE Z. °13
�\
ADDRESS p O 0:,,c) L-
>c IO' . L}
PLAN CHECK FEE
BUILDING USE (office, warehouse, etc.)
NATURE OF BUSINESS:
Iv`j Po vs - tvJCk . C-" u-v7IT
WILL THERE BE A CHANGE IN USE? ® No ❑ Yes IF YES, EXPLAIN:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
Q No aYes
IF YES, EXPLAIN: .V L -- N-- l�V-
PROPERTY OWNER M�
AMOUNT
PHONE 1, _ZG Z
ADDRESS (2�1 OCc 'F 6"1'Pp..rt'•,∎v0.1.-- 'WAY,
BASIC PERMIT FEE
ZIP
CONTRACTOR % s Y (:-U 44S �1 c „`,1ul --�
PHONE Z. °13
�\
ADDRESS p O 0:,,c) L-
>c IO' . L}
PLAN CHECK FEE
ZIP
WA. ST. CONTRACTOR'S LICENSE # - 5 C \"C._
.3 4,6, a P
EXP. DATE
DESCRIPTION
AMOUNT
RCPT #
::: '::DATE >>
BASIC PERMIT FEE
FEE
PLAN CHECK FEE
OTHER:
TOTAL
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
PLAN CHECK
NUMBER
BUILDING OWNER
OR
AUTHORIZED
AGENT
CONTACT PERSON
APPLICATION MUST BE FILLED OUT COMPLETELY
I .HEREBY.CERTIFY THATI HAVE.READ'AND EXAMINED THIS; APPLICATION AND:.KNOW :THE SAMETO BE TRU
AND: CORRECT, AND: I: AM AUTHORIZED TO: APPLY FOR THIS PERMIT
SIGN ?TJRE
P R I N T N E T - w
ADDRESS i '$ Fib. to
MECHAN.±AL PERMIT
APPLICATION
FEES (for staff use only)
DATE
`,=
PHONE 410 ._ &,,.tci L
CITY/ZIP Y 1Tr-`� 9 c s
PHONE HD 6 _ p `t,`t,
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans
must be complete in order to be accepted for plan review.
BUILDING OWNER /AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit
application and obtain the permit will be required as part of this submittal.
VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This
figure is used for budget reporting purposes only and not to calculate your fees.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current
edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements,
please contact the Department of Community Development at 431 -3670.
DATE APPLICATION ACCEPTED
DATE APPLICATION EXPIRES
03114/94
ti
SUBMITTAL CHECKL T
MECHANICAL
I
Completed mechanical permit application (one for each structure or tenant)
Two (2) sets of mechanical plans, which include:
• Floor plan
• System layout
• Elevations (for roof mounted equipment)
• Heat Loss Calculations
Structural calculations stamped by a Washington State licensed engineer may be
required if structural work is to be done (2 sets)
Note: Hood and duct systems require a building permit for the duct shaft.
Water heaters and vents are included in the UMC — please include any water heaters or .
vents being installed or replaced.
�S
6 4Y
1 W
z
U
w
0
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Q
i'.roVa‘s are
Peat tie n
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•Z�ic^fStan� amissionsC� ti n o' am;
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14 11 to e rrors - t { Co
t .� t�Gc� of o ..;i�,_ s�� �=• s {f - ►Dy yt2t�`3 8
3 A tz s cod
`�� ai7�r�`cU Play
ti q ` :.CLGr
By
Date
permi
h
N
CITY ILA
FES RECEIVED 221996
OF TUKW
PERMIT CENTER
'typed
Size
Color
Duromeler
COMPRESSION
Ruled Raled
Capacily Deflection
(Ibs) (In)
TENSION
Rated Rated
Capacity Deflection
(Ibs) (in)
SHEAR
Rated Rated
Capacity Deflection
(Ibs) (in)
Seismic
G
Rating
RBA -30
Black
30
250
0 15
200
0.12
200
0.09
4 0
RBA•45
Green
45
525
0.15
420
0.12
420
0 09
1,9
ROA•60
While
60
1000
0.15
800
0.12
800
0.09
1,0
RCA -40
Green
1400
0.15
1000
0.12
400
0.09
2.5
F1CA•50
Fled
50
2100
0.15
1500
0.12
600
0.09
1.6
FICA•60
While
60
3500
0.15
2500
0.12
1000
0.09
1.0
Typo
A
B
C
D
E
F
G
I•i
RBA
FICA
3
33/4
43/4
6'/4
I'
1113
z /ta
'Via
2
31/2
1
11/4
1'
21
1/2-13NC
5 ,13.11NC
h 1anulnc(urees.ot Vibration Control. Products
350 Rnbro Drive 708 N Valley Si.. Suite_K;''
Heuppnuge, NY 11788 Anaheim. CA 92801
516 348.0282 714 535.2727
FAX 516 348.0279 FAX 714 535.5738
TELEX 96 -8464
MINA
Warm
31
ttNSION
TOE§ MA end i'1CA WAD tlATINd
AinIV
6
trams tidA brid 16A DIMEN §Iiik§ Nichei)
iiIAtki -Eh
bAP-ftVg STkkL' IFittrIT
tURNISHED WITH.114"
ONO CAPsCnWs
§'I.EEL
HausiNd
RECEIVED
OF TUKWILA
FEB 2 2 1996
CENTER
6 — "0" t iametei NoiE!i
1 fid c §alai hole's kit iioi normal bolting.
Corner holes are provided for straddling beim 1Neb4.
�l7
RETENTION POND
STAFF PARKING
RECEIVED
FEB 2 21996
Cart
JULY 95
>�M
1
1
1
1
1
1
1
•
1
0
CONTRACTOR'S STAGING AREA
•
f
SEE NOTE 2
SEE NOTE 3
CONTRACTORS GATE
•
UNIT REPAIR BUILDING
NDTFS
1. SEE /A /C101 FOR ACP /PCT REMOVAL PLAN AND DETAILS.
SES P /C1f17 FOR ACP /PC.^ REPLACEMENT PLAN AND DETAILS.
SEE C /M1O1 FOR FUEL SYSTEM PIPING PLAN AND OEMS.
SEE D /F1OL FOR IL SITE PLAN AND DETALS.
2 SEE DRAWINGS E102 -Etll FOR MAINTENANCE
BUILDING ELECTRICAL PLAN AND DETAILS.
3 SEE DRAWINGS E112 & E113 FOR OPERATIONS
BUILDING ELECTRICAL PLAN M40 DETAILS.
VGA
41 ..6
0..•.
• 0•OCC rxc
0H
F. 1'JV
50 -0"
T/A: 18-95
1
AREA OF WORK
CONTRACTOR'S STAGING AREA
1 t
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREAS
SITE PLAN
AND STAGING AREA
G
•
FUEL AND WASH
BUILDING
N
G102
FIX d
2 let
5
4
3
2
•
•
BARK 1j
T GARDEN 17
AREA ''
IX
IX
Il
q
11
Ir
It
It 14'1
Ii
•
N.
ENCASED CONDUIT
EXISTING CONCRETE
1
or I •) DATE
DEMOLITION PLAN
9242E• 3/32
7 V
r ECTRICAI ROOM
(5ER AGE EOUPUEN T J
SE.E NOTE 3
EXISTING CURB &
GUTTER SECTION
SE NOTE 2
EXISTING r GRAVEL BAS
EXXISTNG r CRUSHED ROCK
Is0 SA/ I L.
V
C.
U. AUDI
SECTION
SCALE: NTS
3/32" -
.I2a
7/M t8 -95
V
CITY o � LA
FEB 2 21996
?EAMTT CENTER
cmrwa
FAANKIJN
■we era E T R 0 r,• ad of Wawa ° s•.m•
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREAS
PAVEMENT DEMOLITION
PLAN AND DETAILS
7
p.
p.
� ACA
029
C10
2433 ost
A
VENT PIPES
NON- REV ENIIC V EHICLE
STORAGE SHED
PCCP
480V YARD
LIGHT CONDUIT -\
480V NRV SHED
POWER CONDUIT
4
1
S
to
WASTE OIL TANK
TOP SLAB
EXISTING GROUND EL. 78.02
EXSTNG OUTDOOR
I UGHTNG CONDUIT
1
SAWCUT & REMOVE EXISTING PCC
CURB & GUTTER. REPLACE TO
MATCH DOSING. SEE DWG C102
FOR PAVEMENT RESTORATION.
ACP REMOVAL AREA
' SAWCUT & REMOVE
EXISTING PAVEMENT
IN OUTUNED AREA.
SEE NOTE 1
4 "•-• ASPHALT
PARKING
ARF-A
EXISTING 1 -1/4 IRRIGATION LINE
12" BELOW GRADE
COSTING FIRE ALARM CONDUIT
1r BELOW GRADE
ACP/PCCP JOINT -
` 4 N— PCCP APRON -
I . - -,I
p; c Ol
Z
1 r - sc
ACP/PCCP EDGE
J
•
I
ACP REMOVAL AREA
SEE NOTE 1 1
PCC? REMOVAL AREA
I
SEE NOTE I
!
SAWCUT ACP
SEE NOTE 2
EXISTING JUNT
REMOVE EXISTING ACP
REMOVE EXISTING PCC
CURS & CUTTER SECTION
SEE NOTE 2
SURFACE
EL. 17.50'±
•
4
•
a
A
A
•
DETAIL
SCALE: NTS
NOTES:
1. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT
DAMAGE TO ALL SAWCUT EDGES.
2. START REMOVING CURB AND GUTTER AT EXISTING TRANSVERS
JOINTS WHEREVER POSSIBLE.
3.
c_
5. CONTRACTOR SRUIU. KEEP A 30' CORRIDOR OPEN AT ALL TIMES
DURING WORKING HOURS EXCEPT FOR SATURDAYS, SUNDAYS AND
HOLIDAYS BY PROVIDING AND MAINTAINING H -20 LOAD RATED
PLATE OVER TRENCHES. ALL OPEN TRENCHES ARE TO BE
COVERED. FOR SAS, BETWEEN 4:00 PM AND 9:00 AM EVERY
DAY.
REMOVE ` JOSTING CONCRETE VAULT LOCATED AGAINST MAINTENANCE
EIUAAING WALL. SEE /U/M103.
LOCATE TRENCH TO AVOID INTERFERING WITH EXISTING 8 W &
24 SD.
Av
10' -O'= SEE NOTE 4
OR AS REQUIRED
EXISTING 4' ACP
c
•
6' -0
OR AS
REQUIRS3
MISTING ACP
EXISTING 3' CRUSHED ROCK \ � o
EXISTING r CRAWL • .I
COMPACTED SUB -GRADE
N
•
S
2
aASiv
" Q �b
•
4, -- BARK
GARDEN
AREA
VENT PIPES
a
AVASOW
Br Ift.pral M1E
tT
atKiC
A FRANKLIN
p+P.1. f 0♦ 5XIDI
A r 1 E. c1ia,
1401=w4OCck GF
miff-
4ZImETRO
WiaipalAy d WOlppalltaa
liY 95
AS NOTED
190701.2 .x
T/14 18 -95
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREAS
PAVING REPLACEMENT
PLAN AND DETAILS
V 7
Int wk
D29
C102
4 29
NON- REVEMF VFHK:I -
ST0RW:C SHED T
PCCP
4160VAC
VAULT
4160VAC
FEEDER
ENCASED CONDUIT
EXISTING OUTDOOR
I /1 LIGHTING CONDUIT
�•� 1 —NEW 6 PCCP WRB
• I AND GUTTER SECTION
9
WASTE OIL TANK
TOP SLAB
FOR GENERATO2 PAD
DETAIL. SEE A /C104
NEW ACP PATCH
4 "..- ASPHALT
PARKING
AREA
EXISTMG 1 -1/4' IRR GATICN LINE
12' BELOW GRADE
EXISTING FIRE ALARM CONDUIT
12' BELOW GRADE
ACP/PCCP .TONY
PCCP APRON
C r
•
1 _
Z
1 „ „11 ,1, I ''
ACP/PCCP =GE
- t
NEW ACP PATCH
NEW PCCP PATCH
SEE NOTE 3
REPLACEMENT PLAN
SCALE: 3/32 - 1-0
NOTES
1. 1/2" PREFORMED JOINT FILLER. (TYF)
2. COMPACT SUB -GRADE BASE AND CSTC TO
95E OF MAXIMUM COMPACTION DENSITY.
3. CONCRETE FOR PCCP APRON PATCHING SHALL
BE TYPE CI AND A MIN. OF 300D PSI AT
72 HOURS ALL OTHER CONCRETE SHALL BE
A MN. CF 3000 PSI AT 28 DAYS.
4. COORDINATE NEW CONCRETE WALKWAY NITH
LOCATION OF GENERATOR ENCLOSURE ACCESS
DOOR.
5. SLOPE sOS. UNIFORMLY AWAY FROM CONCRETE
WAICWAY AND GENERATOR PAD AT 1:3 SLOPE
•
tt vagmat ROOM
(SERNCE EDUPMENT)
SEE NOTE 4
EXISTING PCC -
CURB & GUTTER
NEW PCC —
CURB & CUTTER
/--SEE NOTE 1 (TIP)
I / / 4'-0'
•
DETAIL
N
SEE NOTE 5 •
NEW PCC GENERATOR PAD
6' COMPACTED 1 1/4' MINUS CSTC
NEW PCC GENERATOR PAD SEE Italia
SEE NOTE I (TIP 4 LOCATIONS)
NEW 4' PCCP WALKWAY. SEE NOTE 4.
4' COMPACTED 1 1/4' MINUS CSTC
COMPACTED SUB-GRADE.
• •
NEW PCC CURB It
GUTTER SECTION
4' COMPACTED
1 t /4' CSTC (MINUS)
COMPACTED SUB - GRADE
SECTION
SCALE: NTS
-; cwitsA
ZI
EXISTING ACP
NEW ACP
6' ACP
4' COMPACTED 5/8' !NUS CSTC
SEE NOTE 2
3" COMPACTED GRAVEL BAS`
COMPACTED SUB -GRADE (T!P)
RECEIVED -
CITY OF TUKWILA
FEB 2 21996
PERMIT CENTER
N
3 i
z
it
g
. 3 3
No.
A
— BARK I f
GARDEN II
AREA I
I I
11
II
I 14'±
ki
II
VENT PIPES •
LQN RFVFNUE VEHICLE
STORAGE SHF.Q
1
1
1
PCCP
4BOV YARD
LIGHT CONDUIT
480V NRV SHED
POWER CONDUIT
4160VAC
VAULT
4160VAC
FEEDER
u
ENCASED CONDUIT
EXISTING CONCRETE
REVISION
•
I I
po
N
A B
Bt
1 TOP SLAB
-- EXISTING GROUND EL. 18.02'±
1
1
APP'D
DATE
WASTE OIL TANK
EXISTING OUTDOOR
LIGHTING CONDUIT
SAWCUT & REMOVE EXISTING PCC
CURB & GUTTER. REPLACE TO
MATCH EXISTING. SEE DWG C102
FOR PAVEMENT RESTORATION.
ACP REMOVAL AREA
SAWCUT de REMOVE
EXISTING PAVEMENT
IN OUTLINED AREA,
SEE NOTE 1
ASPHALT
PARKING
AREA —
EXISTING 1 -1/4" IRRIGATION LINE
12" BELOW GRADE
EXISTING FIRE ALARM CONDUIT
12" BELOW GRADE
ACP /PCCP JOINT
11111 III 111
ACP /PCCP EDGE
PCCP APRON —�
ACP REMOVAL AREA
SEE NOTE 1
PCCP REMOVAL AREA
SEE NOTE I
C
El ECTRICAI ROOM
(SERVICE EQUIPMENT)
SEE NOTE 3
0011 FR
SQQM
SAWCUT ACP
SEE NOTE 2
EXISTING JOINT
REMOVE EXISTING ACP
REMOVE EXISTING PCC
CURB & GUTTER SECTION
SEE NOTE 2
SURFACE
EL. 17.50'±
I,
Divas I, I / ..G
E
4
EXISTING CURB &
GUTTER SECTION
SEE NOTE 2
4
4
4
EXISTING 3" GRAVEL BASE
EXISTING 3" CRUSHED ROCK
( crow ta / _]
V
DETAIL
SCALE: N
A. FRANKLIN
Wurl .
AKFl
acwrUaa
C. REYNOLDS
APPROMDi
II. KUEN
F
3011 FR
ROOM
3
TRIS AI ROAM
CE EQUIPMENT)
SAWCUT ACP
SEE NOTE 2
EXISTING JOINT
REMOVE EXISTING ACP
REMOVE EXISTING PCC
CURB & GUTTER SECTION
SEE NOTE 2
SURFACE
EL. 17.50'1
J-Acr. wick
a
EXISTING CURB k
GUTTER SECTION
SEE NOTE 2
a
EXISTING 3" GRAVEL BASE
0
4
EXISTING 3" CRUSHED ROCK
..r
DETAIL
SCALE; NTS
2.
3.
4.
iC+IL•
3/32" - 1' -0"
came. M�1 O
T/M 18 -95
1 1 4.14 .Y.m4.•a-erdm.,' nnf M�.kxti
10' -•0'1 SEE NOTE 4
a
*METRO
0
L
NOTES
1. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT
DAMAGE TO ALL SAWCUT EDGES,
START REMOVING CURB AND GUTTER AT EXISTING TRANSVERSE
JOINTS WHEREVER POSSIBLE.
REMOVE EXISTING CONCRETE VAULT LOCATED AGAINST MAINTENANCE
BUILDING WALL. SEE A /M103.
LOCATE TRENCH TO AVOID INTERFERING WITH EXISTING 8"W k
24 "SD.
CONTRACTOR SHALL KEEP A 30' CORRIDOR OPEN AT ALL TIMES
DURING WORKING HOURS EXCEPT FOR SATURDAYS, SUNDAYS AND
HOLIDAYS BY PROVIDING AND MAINTAINING H -20 LOAD RATED
PLATE OVER TRENCHES. ALL OPEN TRENCHES ARE TO BE
COVERED, FOR SAFETY, BETWEEN 4 :00 PM AND 9:00 AM EVERY
DAY.
3' —O'
OR AS REQUIRED
EXISTING 4" ACP
6' -0"
OR AS
REOUIRED
EXISTING 3" CRUSHED ROCK
EXISTING 3" GRAVEL BASE
COMPACTED SUB —GRADE
V 41
RECEIVED
CITY OF TUKWILA
FEB 2 2 1996
PERMIT CENTER
Mq(�.pp�q
Municipality of Motropoliton S.ottio
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREASE
PAVEMENT DEMOLITION
PLAN AND DETAILS
•
H
` ACP
oAWJ4G w
C101
SHUT N 3 O 28
W
5
4
3
2
A. FRANKLIN
REVISION
txsm
A. FRANXUN
men tAl / 9G'
E
SEE NOTE 1 (TYP)
4' -0"
C. REYNOLDS
MPRONEO:
W. KUENZI
A
A \- BARK
GARDEN
AREA
ii
II-
VENT PIPES
L
WON_REVENUE VFHIC1,
STORAGE SHED
PCCP
480V YARD
LIGHT CONDUIT
I
4BOV NRV SHED I
POWER CONDUIT -F
1
OBSERVATION
WELL (TYP 4
LOCATIONS)
SEE C/M102
4160VAC
VAULT
4160VAC
FEEDER
ENCASED CONDUIT
•
EXISTING OUTDOOR
UGHTING CONDUIT
/ -NEW 6' PCCP CURB
r "r- . AND GUT SECTION
I 11
0
-I-
I
4
N
N
U
0
0
\\°
WASTE OIL TANK
TOP SLAB
FOR GENERATOR PAD
DETAIL, SEE A /C104
NEW ACP PATCH
-®.
A "- ASPHALT
PARKING
AREA --
a C
NOTES
EXISTING 1 -1/4" IRRIGATION UNE
12" BELOW GRADE
EXISTING FIRE ALARM CONDUIT
12" GELOW GRADE
ACP /PCCP JOINT —\
11111 iII 1411
11I 1111 11I
ACP /PCCP EDGE /
/�
i
NEW ACP PATCH
NEW PCCP PATCH
SEE NOTE 3
REPLACEMENT PLAN
tCALE: 3/32" a 1' -0"
A "`-- PCCP APRON -
1. 1/2" PREFORMED JOINT FILLER. (TYP)
2. COMPACT SUB -GRADE BASE AND CSTC TO
95X OF MAXIMUM COMPACTION DENSITY.
3. CONCRETE FOR PCCP APRON PATCHING SHALL
BE TYPE III AND A MIN, OF 3000 PSI AT
72 HOURS. ALL OTHER CONCRETE SHALL BE
A MIN. OF 3000 PSI AT 28 DAYS.
4. COORDINATE NEW CONCRETE WALKWAY WITH
LOCATION OF GENERATOR ENCLOSURE ACCESS
DOOR.
5. SLOPE SOIL UNIFORMLY AWAY FROM CONCRETE
WALKWAY AND GENERATOR PAD AT 1:3 SLOPE
MAXIMUM.
•
.,...._ ..................»,«,,. �.. n-.. �,,.- .,.�nvm,sa +..+r��attiu +ilSSt�.�Ck i�!��L:3;c�rt..e•..
A A
3 "W
I1
I�
+� El FCTRICAL ROOM
.- —
I I (SERVICE EQUIPMENT)
� I
1
I
I
1 1
1
C103
" • •
SEE NOTE 5
EXISTING PCC
CURB & GUTTER
NEW PCC GENERATOR PAD
DETAIL
SCALE: NTS
6" COMPACTED 1 1/4
NEW PCC GENERATOR
SEE NOTE 1 (TYP 4
NEW 4" PCCP WALKW
4" COMPACTED 1 1/4
COMPACTED SUB -GR
NEW PCC CURB &
GUTTER SECTION
4" COMPACTED
1 1/4" CSTC (MINUS)
COMPACTED SUB -GR
SECTION
§CALE: NTS
F
°
EXISTING PCC
CURB & GUTTER
------,,
.�
•
4
CURB & GUTTER
2 N PCC
- e
'
SEE NOTE
SEE NOTE 1 (TYP)
/ 4' -0"
' 4
q • 1 •
•
C *x 3.,,,,.:
.;. r ;;L
• ,`:
/ / % / / \ / > / /
5' -D"
k
/ ‘s:
d
SEE NOTE 5
A
LER. (TYP)
E AND CSTC TO
ON DENSITY.
N PATCHING SHALL
3000 PSI AT
CRETE SHALL BE
DAYS,
WALKWAY WITH
ENCLOSURE ACCESS
AY FROM CONCRETE
PAD AT 1:3 SLOPE
D
Fl FCTRICAL ROOM
(SERVICE EQUIPMENT)
I'k �r til; jy Ri[ttr7l�'w•:A %1
e
•
1 JRA .`W.
NEW PCC GENERATOR PAO
COWL
SCALE: NTS
6" COMPACTED 1 1/4" MINUS CSTC
NEW PCC GENERATOR PAD SEE A /C104
SEE NOTE 1 (TYP 4 LOCATIONS)
NEW 4" PCCP WALKWAY, SEE NOTE 4.
4" COMPACTED 1 1/4" MINUS (:STC
COMPACTED SUB - GRADE.
I Moot 2# /A. 1
NEW PCC CURB &
GUTTER SECTION
4" COMPACTED
1 1/4" CSTC (MINUS)
COMPACTED SUB -GRADE
�. •• • . .._• ' �• • •• .._ • •: • •_ • ai�
EXISTING ACP
NEW ACP
6" ACP
4" COMPACTED 5/8" MINUS CSTC
SEE NOTE 2
3" COMPACTED GRAVEL BASE
COMPACTED SUB -GRADE (TYP)
CITY OF U WILA
FEB 2 2 1996
SECTION PERMIT CENTER
SCALE: NTS Mii
A FRANKLIN
MALL
METRO
AS NOTED
CC•TRU7 No;
T/M 18 -95
Municipality of Metropolitan Seattle
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREASE
PAVING REPLACEMENT
PLAN AND DETAILS
0 H
DAR:
JULY 95
Oil ND:
D29
5
4
2
5
u
2
3
RETENTION POND
STAFF PARKING
CONTRACTOR'S STAGING AREA
SEE NOTE 2
SEE NOTE 3
CONTRACTOR'S GATE
1°' 2/9
A. FRANK
t. KUEN
0).
A a
••■••••■•
C
/
/
SEE NOTE 1
C
EAST MARGINAL WAY
• V
0
80'
I
MAINTENANCE BUILDING
CONTRACTOR'S STALING AREA
EAST MARGINAL WAY
E
Er.'. 1;.17.L`k
— SEE NOTE 2
SEE NOTE 3
CONTRACTOR'S GATE
UNIT REPAIR BUILDING
.QIE
1. SEE FOR ACP /PCC REMOVAL PLAN AND DETAILS.
SEE SEE C102 L PIPING PLAN AND DETAILS.
FOR FUEL
SEE Qj FOR ELECTRICAL SITE PLAN AND DETAILS.
2. SEE DRAWINGS E102 —E111 FOR MAINTENANCE
BUILDING ELECTRICAL PLAN AND DETAILS.
3 .SEE DRAWINGS E112 do E113 FOR OPERATIONS
BUILDING ELECTRICAL PLAN AND DETAILS.
AREA OF WORK
v .
CONTRACTOR'S STAGING AREA
01%9-ernA
.1 O
RECEIVED
—CITY OP TUKW1CA
FEB 2 2 1996
PERMIT CENTER
Municipality of t .ttoscMa7 Soothe
SOUTH BASE
DISTRIBUTION SYSTEM CAPACITY INCREASE
SITE PLAN
AND STAGING AREA
a
H
FUEL AND WASH
BUILDING
DRAINVIC N
JULY 95
r►t wo:
D29
G102
pica ra of
2 28
1
4".
U
3
4
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.
FEB THU 12:52 PM HISEY CONSTRUCTION FAX NO, 2068427311
DEPARTMENT OF LABOR ANDS
THIS GERTIFIES
ipz,'' THAT THE PERSOIVAN149 HEFIEORIS REGISTERED AS PROVIDED BY LAN AS A
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STATE OF WASHINGTON
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RECEIVED
CITY OF TUKVVILA
FEB 2 2 1996
P
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