00-104563 • • •
City of Federal Way
Community Development Services Building - Commercial Permit #:00 - 104563 -'00 - CO
33530 1st Way S
Federal Way,WA 98003-6210
Ph:253.661.4000 Fax:253.661.4129 Inspection request line: 253.835.3050
Project Name: ROADRUNNER CHEVRON
Project Address: 2125 SW 356TH ST Parcel Number: 252103 9011
Project Description: COM ADD-Shell only permit for 3871 sq ft addition to existing mini-mart building(NO
OCCUPANCY UNDER THIS PERMIT). Plumbing&mechanical under on separate permits.
Owner Applicant Contractor Lender
KWANG SO BCRA ARCHITECTS PAIK'S GENERAL CONST INC NONE
2125 SW 356TH ST 101 E 26TH ST ROOM 300 PAIKSGCO22PC(4/10/01)
FEDERAL WAY WA 98023 TACOMA WA 98421 6519 DELRIDGE WAY SW
SEATTLE WA 98106 NONE
Includes:
Census category: 437-Comm #1 #2 #3 #4
Occupancy Group: F-1 1V1
Construction Type: Type V-N Type V-N Type V-N
Occupancy Load: 0 0 0
Floor Area(Sq.Ft.): 1,755 1200 520
1st Floor Proposed Sq.Feet ... ............. 3,475 Building Pre-con.Meeting Required No
Census Category 437-Commercial alt/add Fire Sprinklers Yes
Mechanical No Number of Stories I ,
Permit for Building Shell Only Yes Permit for Foundation Only No
Plumbing No Special Inspection Required No
Total Proposed Sq.Feet. 3,475 Will Certificate of Occupancy be Issued9 .........No
Zoning Designation BN
CONDITIONS:
1.Add 2 more thujas to the landscape islands next to the garbage recyling areas
2.Add 11 shrubs to the southern facade cut-out as noted on the redlined landscape plan.
3.Relocate the new trees at the south property line next to the building to avoid the five foot wide sanitary sewer
easement running the length of the property line.
4.Permanent curbing is required in landscape areas as noted on the redline landscape plan.
5.Landscaping may be required to be augmented within the existing perimeter areas to meet the type III
standards if,upon inspection,the existing landscaping is found to be deficient.
6.Irrigation shall be installed before certificate of occupancy shall be approved.
7.Old facades shall match the new facade to the extent necessary.Painted plywood shall not be accepted as a
finish material for any facade.
8.A landscape inspection shall be conducted before certificate of occupancy is granted.Contact Deb B.rker at
(253)661-4103 to schedule the inspection at least one week in advance of the inspection.
9.Statutory Warranty Deed must be completed prior to final PW inspection.
10.SHELL ONLY PERMIT. NO OCCUPANCY UNDER THIS PERMIT. SEPARATE TENANT 1
IMPROVEMENT PERMIT REQUIRED.
� e
PEROT EXPIRES August 8,2001,IF NO WORIISTARTED.
Permit issued on February 9,2001
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws,rules and regulations of the State of Washington and
the City of Federal Way.
Owner or agent: =�► Date: Z D/
•
City of Federal Way
Community Development Services Building - Commercial Permit #:00 - 104563 = 00 - CO
33530 1st Way S
Federal Way,WA 98003-6210 Inspection request line: 253.661.4140
Ph:253.661.4000 Fax 253.661.4129
(3:30pm cut-off for next day inspections)
Project Name: ROADRUNNER CHEVRON
Project Address: 2125 SW 356TH ST Parcel Number: 252103 9011
Project Description: COM ADD-Shell only permit for 3871 sq ft addition to existing mini-mart building(NO
OCCUPANCY UNDER THIS PERMIT). Plumbing&mechanical under on separate permits.
Owner Applicant Contractor Lender
KWANG SO BCRA ARCHITECTS LE ONTRACT C NONE
2125 SW 356TH ST 101 E 26TH ST ROOM 300 LEESCL*0 ' /18/01)
FEDERAL WAY WA 98023 TACOMA WA 98421 760: ' CIFIC AVE
ACOMA WA NONE
Includes:
Census category: 437-Comm #1 #2 #3 #4
Occupancy Group: F-1 M
Construction Type. Type V-N Type V-N Type V-N
•
Occupancy Load: 0 0 0
Floor Area(Sq.Ft.): 1,755 1200 520
1st Floor Proposed Sq.Feet 3,475 Building Pre-con.Meeting Required No
Census Category 437-Commercial alt/add Fire Sprinklers Yes
Mechanical No Number of Stories 1
Permit for Building Shell Only Yes Permit for Foundation Only No
Plumbing No Special Inspection Required No
Total Proposed Sq.Feet 3,475 Will Certificate of Occupancy be Issued? No
Zoning Designation BN
CONDITIONS:
1.Add 2 more thujas to the landscape islands next to the garbage recyling areas
2.Add 11 shrubs to the southern facade cut-out as noted on the redlined landscape plan.
3.Relocate the new trees at the south property line next to the building to avoid the five foot wide sanitary sewer
easement running the length of the property line.
4.Permanent curbing is required in landscape areas as noted on the redline landscape plan.
5.Landscaping may be required to be augmented within the existing perimeter areas to meet the type III
standards if,upon inspection,the existing landscaping is found to be deficient.
6.Irrigation shall be installed before certificate of occupancy shall be approved.
7.Old facades shall match the new façade to the extent necessary.Painted plywood shall not be accepted as a
finish material for any façade.
8.A landscape inspection shall be conducted before certificate of occupancy is granted.Contact Deb Barker at
(253)661-4103 to schedule the inspection at least one week in advance of the inspection.
9.Statutory Warranty Deed must be completed prior to final PW inspection.
10.SHELL ONLY PERMIT. NO OCCUPANCY UNDER THIS PERMIT. SEPARATE TENANT
IMPROVEMENT PERMIT REQUIRED.
PET EXPIRES August 8,2001,IF NO WORK STARTED.
Permit issued on February 9,2001
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws,rules and regulations of the State of Washington and
the City of Federal Way.
Owner or agent: () Date: / 0,„/
POST THIS CARD ON THE FRONT OF BUILDING ,,
CIT• G S BUIMING DIVISION '
vie�3 i EJtAI-
INSPECTION RECORD
INSPECTION REQUEST PHONE#: 253-661-4140
Request must be received by 3:30 PM for next day inspection
PERMIT#: 00-104563-00-CO
OWNER'S NAME: KWANG SO
SITE ADDRESS: 2125 SW 356TH
( ) FOOTINGS/SETBACKS S - 2 .- O ( G J ) FOUNDATION WALL 2/- / t d l c_cej
( ) DRAINAGE:M %
Line 1 l 5 al / '° ( ) Connection I
1•.^.,_ #'r6.!.4:• ,'::44:',',:-.4; 5'.- .."T _ :C . . -xi 4 t, '4:;. sYs t): :ice, ',_, .;'.,� "
( ) UNDERFLOOR ,s-- 9— p/ 4-
( >
( ) ROUGH PLUMBING: DWV C. - 5 c.)/ e_tj Water piping C., - S----; 0/ C1`_,/
( ) ROUGH MECHANICAL Gas piping
( ) S1,E24-11111crC1 - Roof S'lCio• p/ loor
( ) SHEAR WALLS s- /Fj— p/ .c.,.../
( ) ELECTRICAL ROUGH-IN Ditch Cover
O FIRE/DRAFTSTOPS
:.'..-=::: .c : $E A$O OIl1si-B1! XP tC Di RIQ12 i terlO
( ) FRAMING/FIRESTOPPING C9 -- e -- ve i
/t
''' ,Y:. ' ? ' tom`; =.A ai Q io►„ toit TO z• .01,05 .P_ =° ;y`:`
( ) INSULATION: Floors .- C. Galls /5 Li 'c / y, z-1,
„ ''::",. ;'vw'+' 6` T==$ =7''1'-. .s"'. ' ! `Q AIW _ o'`.` OCI ”` : ., .:_N,^' :_4.70,-,f-,:--,
( ) WALLBOARD NAILING 6 /s VI /- ( ) SUSPENDED CEILING
w e'' Q4'L > � ' !1401.?r 0.ti x' IC +0*1 a i l 0' ), "_ _ -t '
() ELECTRICAL FINAL C. - 2 S - v / /eA.
( ) PLANNING FINAL ID.....h. 43. .. k....---- /0—z — 0 1
( ) PUBLIC WORKS FINAL/3 V /0 — 3 d - o /
( ) FIRE FINAL // -• 2 -as /
" " :». Q; aT041:d•ki,4 i tia . O;gt O.7;DEe1lis J■� r `i:47::''';'''',4'-<.;t x
( ) BUILDING FINAL //— Z v / c.-
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BUILDINGDWISK,
33530 First Way South
Federal Way,WA 98003
(253)661-4000
Atli= 3 n Fax(253)661-4129
ft,
BUILDING DEPT.
APPLICATION FOR BUILDING PERMIT
PLEASE PRINT APPLICATION # CO - I oii%
I SITE LOCATION Site address 04/2.5— (A3 351214" S+,
renant name Lot# Assessor's Tax#
Building Owner's Name kEt\wrii so Address /2/12s. SW sr
rEDE:RAL i,016‘y IState iA)A Zip CU3023 I Phone02,573)-99-17.041%
Description of Work ROISIDRUPWER CHEVROM ADO ITia)
17.7.77.
Name(F,M,L)E0QA ARCH Tra-C
Address i.0/ 5t6isr. ,2 Cff, STREcr,
City TACOM", State tVA Zip 98421
Contact Person.808 c1FE12 Day Phone )6/217-436,v Other Phone
OR CrEIDART 16xV3)627-q3?s'
Federal Way Business License #
Company Name
Aticrrouriersmet
Address IgAlgeree/a
City State IVA Zip
Contact Person • -- Phone cc, Flugemii.4.1420
Contractor's #(card must be presented) Expiration Date Verified 0 Yes 0 No
Name 6c R A 1, Rcf4t.TE--c.rs
Address 101 EAsr aCo"Th STREET
City 775C0f4i A State WA Zip
Contact Person 6913 ciig
og
crwjr
Phinit3_627.456.70x5,1)61"375.
LEGAL DESCRIPTION
LfIrS AMC) t<ti.J'q caEJTY SHotzr Pl.m- No. ( 77(83 AS REcoRDVD OPP
ReCOP1-)104 100, 7780/V10 5-6(p) IQECDP,D 5 (;F" I ki4" aXPTY c )Ast-ffk)c:rof1/4)) S
WAY 60VOPP-`71 LiYJEAWoSThJr A)0, qc- 000.4 AO)egoRD
.12111221_2,-E-.coPcikvi A.10 1c-1)677006.) kt-cooDs 0F z•ro • ecoxi !III, . 1 la
•
Please Complete Reverse Side
•
1
w Tiija.T iii 1::: Existing Use troposed Use itl\1 1 3 -E•*Tozor4CLENJE.Permit includes: Er-Building ❑ Plumbing ❑ Mechanical ❑ Of' '
Type of Work: 0 fiesidential ❑flew 0 Remodel 0 #of bedrooms 0 Deck ,
VCommercial fid'Addition 0 Repair 0 Garage � �p
❑7 Shed ,,
Enter 1st Floor j$7 j sq ft 2nd Floor sq ft 3rd Floor sq ft Existing Floor Area St�/ sq ft
Area Basement sq ft Decks sq ft Garage sq ft Proposed Total Area sq ft `'�r..-,'
Water Availability 0 Sewer Availability IR" On-Site Septic System Availability 0 Project Valuation S 1201;Q00
Zoning I Lot Size Existing Bldg Valuation $ .?
.................................. ................ ...................... ..
4120,Liss
.................... .............................................................
...................... .......... ............... .. ..................... .
t•.:.NDEf�:<> : <:::>•:::<iilingi:a:,.:.. imoc.:;>::»::D:`;'; For new residential only- Proposed selling cost: $
Name '�) ,f/`/L n� / Address
cllj'iJ �1/Il/
City State I Zip
Ea 1NOALitti <<`
Contractor Name Address
City State Zip
Contact Phone Fax
License # Expiration Date Verified 0 Yes 0 No
........................ .................................................. ......
...................... ..... .. ..................................................
#€.UIVIB Vti �! IT �>`...U.R`.IMMii<::><::>::;.:
Contractor Name Address
City State Zip
Contact Phone Fax
License # Expiration Date Verified 0 Yes 0 No
iiigg
PLUMBING FIX R UNT' € <
Water Closets Sinks Urinals Lawn Sprinklers
Bathtubs Dish Washers Drinking Fountains Other
Showers . Electric Water Heaters Sumps ,
Lavatories Washing Machine Drains fatal Fixture Count
VAL ATI N ONLY $
E U O
MECHANICAL
Fuel Type (gas/electric/other) Gas Dryer Air Handling < = 10,000 CFM 15-30 Tons
Length of Gas Piping Range Air Handling > = 10,000 CFM 30-50 Tons
Furn <100K BTUs Gas Log Unit Heater 50+ Tons
Furn >100 BTUs Fans Miscellaneous Fuel Tanks
Gas Hwt Hood Boilers Above Ground
Cony Burner Duct Work 0-3 Tons Underground
BBQ's Wood Stoves 3-15 Tons Total Unit Count
DISCLAIMER:I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of
the above premises to perform the work for which permit application is made.I further agree to save harmless the City of Federal Way as to any claim(including costs,expenses,and
attorneys'fees incurred in investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only
where such claim arises out of the reliance of the city,including its officers and employees,upon the accuracy of the information supplied to the city as a part of this� application.
4.
Owner/Agent: +�l �-af ,' atz ? Date: 8/ /00
BUILDING Arr
'� Revise)5/18/88
A
AM-
A&
ER CHEVRON ADDITION
M
1/45 OF SEC.- 25, TWP 21N., RGE, 3E., WmMe
I inch = 10 ft.
CALL 48 HOURS 8" C.I. Water Main Found 4"x4" Conc. Mon.
00 ------- - S88*41'38"E,- 234.27' W/ Bross Nail in Case. 00.
BEFORE YOU DIG 1/27/99
Drain MFr CB WET VAULT
1=800-424 5555 Rim 399.07 /,-Rim 396.14
IE 18" CMP S. 394.65 IE 12" CMP S.E. 394.14 RIM 397.50
IE Top of Stand Pipe 395-97 zr 8" I.E. IN 392.92 UJI
IE 8" CMP E. (on Stand Pipe W/Gate 395.02 CB 8" I.E. OUT 394.67
IE 8" CMP W. (on Stand Pipe) 395.02 Rim 396.83
IE 18" Conc. S.W. 393.83 UTILITY VAULT 816-SA OR
IE 8" PVC S.E. 393.29
Ladder on Southwest side. IE TOP Stand Pipe 394.93 APPROVED EQUAL (1),397.48
to
Lid Northwest IE 8" CMP W. (on Stand Pipe W/Gate) 394.05 W 356TH STREET SEE DETAIL 0
Gv �IE 18" CMP E. (on stand Pipe) 393.98 z
3 IE 12*CMP N.W. 39,rjl,;�
G -X-3-9�41 0397.63
Benchmark Gv (10
Catch Basin 1396.46 r A:� -712 0) cn. "all G
0 G CB Solid Cover
.1 1!��
.74
Rim 396.50 -4 OS , 8� 6. CB Rim 397.16
-,.Rim 396 1, 12" CMP SE 392.88
4
396.62 11 I-> 0
2" 18 IP W 393-03 11�
4 , x 397.00 r(
11;�11
0 4 ZA24. 346.%7. finabl, other pipes)
4 ;7 4 -0 to
1? 1 17, 7 (o
3 9 6.3-9 Al No Tru ck 11' Tree
_gj,04.
4 1�5 W - '9;� . V
4�' :439f.
4 -4 � - -5
< 1 3 7.43 .1,
3�6.a7 . - , - . < 4 -0 1 I � (!P' 3A �D
64, ID 4
4A 597 9 E,81DEOLK T6 NEARt T o�>
7, 4
q 4..
396.89
.71
397. 110
4, <CON�STRUCTICIN JOINT.' EP A
--TYPE -2:54 14 . OtPLA
STORM DRAINAGE PIPE NOTES 4 .0 CB 11 -1 . A*
-ARY AND- PROVIDE
397. EXISTING DRIVE AND r/397.23 OIL WATER S ARA
Rim 397.49 '4
PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS OR FROM Power 4
IE 12" Conc. S. 394.19 .397.35 397 3,97-65 GRATED COVt§ N TION.
-3,9 Vault --0-397 4 g7. ..l3affic Sinnal
THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE 397.-PROPOSED JOI N T97ACCESS x
IE 12" Conc, W. 394.29 __j 4�-
4 .1 ' - q RIM 397.30 ' 397.62 397.16
PIPE MATERIAL TYPE FOR THE SAME SIZE PIPE BETWEEN ��p/. n IE 8" CMP S.E. 39'4.49 CA
STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS OVERFLOW ELEV. 395.3 CB Street Sign
-E x 397.36 IE 8" CMP N.E. 393.99 Rim 397.62
THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED. PVC MAY 8" I.E. 39344A 1E 12" CMP NW 395.08
x 397.12 x 10 _!Solgoor & Cop 8
NOT BE USED WITHIN THE PUBLIC RIGHT OF WAY. 4 7.59 S88"41'38"E 3.00" ROW D DICATION
4000 mom 00" omm--m-M mom mom THREE 5/8" WATER METERS SEE DETAIL
$ 4um GEM .......... Ono C4
A. PVC CONFORMING TO ASTM D 3034, SDR 35., MIN. COVER 3 FEET. Drain MH 86.39 'NI'm - - *E 38LF 12" D.I. 0 2.95%
-P S88*41 #381' Found Rebor & Cop
Rim 397.18 4 a 1F�0 7 0 11011 ............ 0.03 N., 0.15 W.
Rim 396.93 _�i.397.27 x 397. 5 98.99
B. 12-INCH AND SMALLER, PLAIN CONCRETE STORM SEWER PIPE IE 8" PVC NX 1595.06 . . .0 x 397.48 Chevron Sign 90100.00
IV MOO -
IE 8" Metal S. 395.51 .00
CONFORMING TO WSDOT 7-04.Z CLASS 111. .4 J
5 -xJ 397�59 T� x 397.51
C. 15-INCH AND LARGER, REINFORCED CONCRETE STORM SEWER PIPE .08 It
ap. 3. 1�� 9' LANDSCAPE AREA X FUTURE RIGHT OF WAY
CONFORMING TO WSDOT 7-04.Z CLASS IV. Id 1 *07" 9.01y x 397\-r-
D in MH 91 021'
D. CORRUGATED DOUBLE WALL, HIGH DENSITY POLYETHYLENE DRAIN 25.00'
Rim 397.23 ill LF 8" 01.73%
22 21
I CB gg�
4
TUBING (r-110') AASHTO M252 OR DRAIN PIPE (If-3V) Full of Water F39-86 Rim 397.26 x 397.86 CB TYPE 1
IE 8" Metal W� 3 9 5.3
AASHTO M294. 4 10 RIM 397.60
797. 3 "-3, -
IE 8" Metal E. 3 1_j 1j.
Drain MH---,.
E. DUCTILE IRON PIPE CLASS 52 PER WSDOT Ul - Water Seperator I.E. 394.15 12" N
IE 8" Mejql J\
395.44
Rim 397.27 CONSTRUCT EXTRUDED
t
R
9 I.E. 394.48 8" W
IIE 8" Metal S. A95 07
aMENT CURB, SEE DETAIL 5 '39
CATCH BASIN NOTES Swfma P I.E. 394.65 6" S
_Q 01�1
97.44
4 97.54
3
CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD
D 69'
PLANS: ALL CBS SHALL BE TYPE1 UNLESS OTHERWISE SPECIFIED PROPOSED PROPERTY LINE
OR
9 .
Rim 397.26 41 FOR R/W DEDICA11ON
0 97.
+
'E 8" PVC SW 395.73
- PLAN B-11. Y
A. ME 1 m
A low
1E 8" Metal E. 395�26
B. TYPE 2, 72 INCH AND 96 INCH - PLAN B-1t
IN
C. TYPE I-L, PLAN BI-A. c-- D 397.8� 8" Metal N. 395.21
D. TYPE 2, 48 INCH AND 54 INCH - PLAN B-le. 4OLF 6" PERFORATED PIPE
M
C B HOT TAR SEAL EDGE OF EXISTING 2R
o 9 .7
I V
Rim 397.10 CB
_Q 3 @ 1.00%
4 A� PAVEMENT. PROVIDE SMOOTH
R
IE 8" PVC E. 394.82 Rim 397.82
NOTE x 397.30
TRANSITION.
1E 8" PVC W� 394,89
IE 8" PVC W. 395-14 It _mom
g-
0
FUTURE DRIVEWAY TO 21ST AVE.
IE 12" Metal S. 394.82 Q)
NOTE' SEE SHEET Cl FOR REMOVAL OF 397.67 `0,
,I? RIM -
RIGHT OUT ON
W,
�y LY)
397.IH612" Conc. N. 394.74
EXISTING PAVEMENT, CURB, AND SIDEWALK. g
g
V
wn
��CONSTRUCT 40LF
RANDOM FILL x -_3,Q7 to
El OF TRENCH NTH
�E
g
397.86
IN
'28 0255,1. PERFORATED PIPE.
..r 1%, Z f
01
D
SEE DETAIL
397.83
FILTER FABRIC
4
4
><%
R215.00'
0 0C 7: 397Cg3
2e MIN Z
0 0
0
<) JE 397.70
T 0 0 0 <) 0 4-d IE 8" PVCS 395.98 vl CLEANOUT
8* MIN 6 0 6 0 o 0. o �--6* PERF PIPE jg,>
Rim 397.78
0
00 0 0000 (Do 4 RIM 398.00
I E 8" PVC E 395.66
<
P > H
1-1/2 31e 3: CONSTRUCT CONCRETE S 4 4 gg
I.E. 395.05
00 IE 8" P VC N.
4'� 4. 0 %
WASHED ROCK -U-) U-) SEE DETAIL
OWN@
:It Q0 2 -4 44� Q E 30
4
T'
24' MIN 04 t1r) Z� "N x b7c�
100,
4-
0 4 LF 6" 0 1.00%
0 Drain '4 2�
A
z RIM 398.41 -5011 �l 19 7.9 4 1>
4 <4 1>
�0
< IE 18' CMP N. 394.91 4
4- 0 N
TRENCH FOR PERFORATED r- -1 <D " -kAE) Q 70A 01
- I-- C>
>� 4 A-0- E1111 IPC 'ID&ARD
A 20 "Fi� i;b'
STUBwOUT CONNECTION 388A on west side* RIGHT OF
4- A % 4 4, SETBACK 1 AY
k3 9 8.
1> Z
- * 8.27
NOT TO SCALE
4 \-FOR SIDEWALK
9.00'
4 A
tx CLE ANOUT
4' 2
4 SECTION, SEE DETAIL
3984239'8.36 (j) 39a.39 S398. 6 C4 398.00
Z_ z .60 .
SURVEY BY (E) 398.30 (S 398.24 J(D 98. 1 F� F. 39&73 I.E. 95.25
x
3c- 8.18 SEE IL 3
SADLER/IBARNARD Gas Filler Lids (typ),
CONSTRUCT EXTRUDED C4
12714 VALLEY AVENUE E., SUITE B CEMENT CURB, SEE DETAIL 5
SUMNER, WA 98390 98.33 D98.30 x 98. �4
C4
X,39
X" &
(253) 826-8135 1 1 391 �4 75.00
< 3' Access Lids (typ)
20.00
W
FCA1
11,35 19, 1
TOO X 3
�4
CONSTRUCT CONCRETE
x 397.95
VERTICAL DATUMi
PAVEMENTIN TRASH
ENCLOSURE AREA, x 398.34 -9& x 398.04
RIM OF CATCH BASIN LOCATED IN THE SOUTHWEST 4�& Monitoring Wells (typ)
3 8. 4 _5 <zr m7nn
a
%k
PC
1�m
0z
4C
oc
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14
QUA KANI Ul- IML INILK kj"UN Ur JD In DIRU-1 Q)391.45 e338-39' M 98.?9 398.1)
<
04 Building
4,- Q0
AND 22ND AVENUE S.W. 8.00 -.a-- 1 -3:
ELEVATION 396.50 _j
20 19 18 17 3060 SF cc
SHOWN ON THE AS -BUILT PLANS OF S.W. 356TH STREET BY n _1� W
394�/47 C C a
K.C.P.W., SURVEY NO. 25-21-3-5, SHEET 3 OF 5, DATED -ZnO AQ U 0 .3. .40 FF 39835 W
I-) ILI 1_�. 0 398 09 X.3�9 7
AUGUST 12, 1987. 18.
X
DATUM K.C.A.S.
ter & �Po to
00
........... Pump C) 20 398-20
BASIN OF BEARINGS,
> 398.59
0 4 -539 'W8. 32 00.7 co
CITY OF FEDERALMAY BOUNDARY LINE ADJUSTMENT NO. / PROPOSED SANITARY
CONSTR CT EXTRUDED CEVIENT I'URB- 0 398.33 > 398.34 0
x 398.75 0) C C14
95-0004, AS RECORDED UNDER RECORDING NUMBER A Is t i
It Q0 3 & 1
:b., 0,
AND PAVEMENT AS 14DICAT,
SEWER SERVICE x 394,35
9511079006, VOLUME 106 OF SURVEYS, PAGE 85. r -TO x o-
41 398.84 a, 40
F
98.42 CONNECTION 3 9
PEW NO. 00104563 A . . I Designed: TDH/KWL
4 Permit r: C 0 Drawn- TDH/KWL
398.08 398.64 Approv,.-Nd Zy: Checked: TD.H
A"ROVM 98.88 STRIPE AS INDICATED.
4. ood Post 55'
L)U ' commCrits. Scale. I =10
__9_8 9�_x 39 W/ Temp. El c. Service Date: 2/18/99
5' Sanitary Sewer Easement Job No.: 98123.10
Set Rebor & CqP Recording No. 8,301120764 9&41 CON
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CV 7� *38I)w Chain Link Fence 0-0--x 399.06 Sheet No.:
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1 11 L. F. 6 PVC @ 2.00% MIN.
DAT& CITY INSPECTIOR Rim 398.88 8' PVC Sanitary Sewer along Property Line per Plan 5'x5' Sanitary Sewer Easement
] San. MH IE 8"..PVC W. 396.23 Recording No. 8301120765
i Q 7 0 1; RR 3 of 4 Sheets.,
FILENAMEt *\98123\q8j23-CDVG.DVG MATED NOV 30 2000 1'0 3z
CREATM FED 13 IM 131 Wh 39 PLOTTED NOV 30 2M tO 34108
31IRMITTAI DF0 n 4 2000
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