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Nieghborhood Plan
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`orlon Parke
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1 WILLIAMS COURT
a 'ND' 3OUNITS
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— — Proposed Boundary
Existing Property
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Project #: E0010
Drawn by: MDS
Date: 04-26-02
Revision Date:
DEVELOPME
C17y OF EN UNPd1NG
MAY .p 1,
RECCIVF-L)
A2
Sheet No.
Ii.1iii,
(Sw4i
1
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Project Information
Site Address or Location Parcel Numbers
Proposed Rectory: 215 Whitworth Avenue South 7841800090
Renton, WA 98055
Proposed Parish 314 South 4th Street 7841300035
Campus: Renton, WA 98055
7841300125
7841300120
7841300105
7841300100
7841300090
7841300080
7840800110
7840800105
: I1:181818M
SE Lot (Proposed SE corner of Morris Avenue 7839800150
Parking Lot) and 4th Street 7839800181
7839800185
Project Team
Owner: Corporation of the Catholic Archbishop of Seattle
Office of Property and Construction
910 Marion Street
Seattle, WA 98104
Applicant: St. Anthony Parish
314 South 4th Street
Renton, WA 98055
Contact: Greg McNabb, Parish Administrator
P: 425 255-3132
F: 425 271-4729
Architect: Rutledge Maul Architects, PS Inc
19336 47th Ave NE
Seattle, WA 98155
Contact: Mark Stine
P: 206 440-0330
F: 206 362-4381
Civil Pacific Engineering Design, LLC
Engineer: 4800 South 188th Street, Suite 360
Seattle, WA 98188
Contact: Lou Larsen
P: 206 431-7970
F: 206 431-7975
Landscape Glenn Takagi Landscape Architect
Architect: 18550 Firlands Way N., Suite 102
Shoreline, WA 98133
Contact: Glenn Takagi
P: 206 542-6100
F: 206 546-52 7 7
Electrical Abossein Engineering
Engineer: 1844 114th Avenue NE
Bellevue, WA 98005
Contact: Jay Werner
P: 425 723-9441
F: 425 462-9451
Contractor: Shinstine / Associates
P.O. Box 1370
Sumner, WA 98390-0280
Contact: Pat Oda
P: 253 770-5858
F: 253 770-5277
I
I 7841800090
II
Exiting Portc ble
1� 9I1E/�� _ W,=
Plan 'B'
eet A4
Utility 2�
� Ow
Classrooms `
I
I v/ 7841300125
7841300120
I � -
O
�40800050
7841300035 °i 7841300105 i
7840800055
7840800060
> 784 300100
i 7840800065
I 7$40$00070
I 841300090
I I I
7841300080
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>
St. Anthony Parish
314 South 4th Street
Renton, WA 98055
Campus Plan
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784080011J
7840800105 -5
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LO
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7840800075
Structures
Phase I - Social Hall, Meeting Rooms, Gymnasium,
Parish Office & Kindergarten Addition
Cr-hoc! Ad -;-
Addition
Proposed Whitworth Ave
ROW Vacation
Site Plan 'A'
Sheet A3
Site Plan 'C'
Sheet A4
77)
1 II I III I JIIC—iGl I I
"I'
sting Church I I
Existing PMC
Existing School I 7839800150 I
Existing structures to be
replaced by parking
.,t iv Y gY::: ;:
NMI
7834800181
783900185
North
U
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2367
VEIL`, 'I-�. F, ILL-)
I' T OF W IIING4
Project #:
Drawn by:
Date:
Revision Date:
E0010
IVIDS
04-26-02
DEVELUPIy,IE
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..... MAY 022
RECEIVEp
.... .. ..............
Al
Sheet No.
13
13
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EXISTING RESIDENCE
TO BE REMOVED 0
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241-011 18'-0"
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0
VEHICLE GATE TO BE LOSED
Z� RAISEDI,INTkRSECTION
PLAYGROUND & PARKING VACATED DURING SCHOOL H URS PARKING FOR
AND VAN FIRE LANE
CN
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ALLEY
PIDP I ANIP Fnp IQ (,AR.
EXISTING ALLEY 20'R,O,%V,
S89' 38'09" E approx 316.13'
� VAN
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11
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24-5"
< RELOCATE EXISTING SEWER
EXISTING
�5�or"PAVING
FIRE ESCAPES FOR EXISTING
MAIN PER UTILITY PLANS AND
SCHOOL PROVIDE 2-HR WALL
REQUEST RELEASE OF EASEMENT
BETWEEN STAIRS AND NEW
AT BUILDING LOCATION
BUILDING
PHASE 11
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NEW SCHOOL
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BSMT FLOOR = 29.45'
6
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MAIN FLOOR 39.13'
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UPPER FLOOR 52.51'
PHASE I
NEW KINDERGARTE.N
CLMSROOMS
MAIN FLOOR 33.37'
UPPER FLOOR 46.84'
:A�CH BASIN
Rim 30,02
IS t o rsr,
6.1 D'J TF 2�17 5
(-C)HPT
C�'ean OUL
PHASE I
vl� "BIG TOY"
NEW PARISH OFFICES
7
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EXISTING PARISH MINISTRY
CENTER
EXISTING K-8 SCHOOL
BSIVIT FLOOR - 28.25'
LOBBY FLOOR = 32.70'
MAIN FLOOR - 37.30'
O�T UPPER FLOOR = 46.84
jl2c
EXISTING RESIDENCE
TO BE REMOVED
If13
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L 1 1.82
NEW CHAIN -LINK FE14CE
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V = 56' 26'34
& EGRESS GATE
R = 12.00'
Po,�.,,er vault
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pip
. . . . ......... .... .
APPROX. LOCATION OF
V "I
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er
EASEMENT, RECORDIN
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NUMBER: 9408260776
.. ... .. ... ... ...... ......
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A� LE
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STAFF
3 DADvir\i
8 - S 39'25"
9
PHASE I
NEW SOCIAL HALL
MAIN FLOOR 33.37'
J
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T_�ASH TO BE REMOVED
<-- EXISTING RECTORY 6 0
1E. Z8 - 44
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own y: MIDS
Date: 04-26-02
Revision Date:
44Y QA�
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Sheet No,
North Elevation
Existing Church
OPTIONAL CHILLED TO BE
SC'PFFNFr) RY PARAPFT WAI I —
TOP OF ROOF
PAINTED METAL COPING
TWO-TONE STUCCO
Gymnasium
COLUMBIA-RED' MISSION DARK -GRAY FIBERGLASS
FACED BRICK COMP SHINGLES
PAINTED METAL COPING
TWO-TONE STUCCO
New School Admin & Classes
FINISH GRADE EXISTING GRADE FINISH GRADE - 'EXISTING GRADE 'KHAKI' SMOOTH FACE CMU
New School Admin & Classes Existing P.M.C. Social Hall and Meeting Rooms Gymnasium WITH SPLIT -FACE ACCENTS �
West Elevation East elevation (From Raised Driveway)
TOP OF PARAPET
4
c�
r
S NO FLOOR
119
FIRS�FLOO
PF- INTED METAL COPING
TV''O-TONE STUCCO
School Classes
MECHANICAL SYSTEM LOCATED
WITHIN LOFT SPACE -
EXISTING DARK -GRAY
FIBERGLASS COMP SHINGLES
- EXISTING RED BRICK ,
Existing P.M.C.
DARK -GRAY FIBERGLASS
COMP SHINGLES
Parish Office and Meeting Rooms
Social Hall
MECHANICAL SYSTEM LOCATED
WITHIN LOFT SPACE
�nrr�wI w r i-.r ni r rn ri-. nr
School Classes Parish Office
Section at Mechanical Loft (South Elevation)
EXISTING TERRA -GOTTA
ROOFING
EXISTING RED ? < C,'
EXISTING GRADE
Raised Driveway and 0
Drop-Off/Loading
i
Existing Church
AVG. ROOF
AVG. ROOF HEIGHT
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Project #:
.............................
E0010
Drawn by:
MDS
.............................
Date:
.............................
03-12-02
Revision Date:
.............................
. ...........................
..................
................
..............
. ........
............
..........
DEVELOPMENT PLANNING
CITY OF RENTON
Y
RECEIVED
A]
Sheet No.
ti
Power pole
telephone
I
Water paint
mark
SCIIL1*rt
PHASE I COMPLETION
PARKING FOR 75 CARS AFTER
DEMOLITION OF EXISTING STRUCTI
/ 702 S. F.
22,014 1 S.F KG.
LANDSWE REQUIRE R; 110Q S.F.
LA CAPE PROVIDED. 4990, S.F.
485 S.F.
Landscape
SW Parking
(D
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W-1,9i
Development
Lot. (phase
711
Light i�lMater
standard
-meter
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eaphone
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Plcn
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P L A
N T
L E G
E N D
Symbol.
Plant
NameZ
Remarks
Existing Tree
Proposed Street Tree
Ornamental Garden Tree
Narrow Conifer Tree
Screen Shrub (Pyromidclis)
Ornamental Shrubs/
Groundcover Beds
Lawn
s a
Ex�SnrTG BUSinE�s
s
P o I XS11N
L-SHEET L2.01
JR" — -- EX STING Ct1URf
Key Mcp
Not To Scale
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i
Date:
U�
F�uia?5 14 1
Glenn Takagi
Landscape Architect
18550 Firlands Way No,
Shoreline, WA 98133
206.542.6100
FAX 206.54.611.28
Project ":
E0010
Drawn by:
MKL/Jv/GT
Date:
3.10.02
Revised,
00,00.00
DEVELOPMENT PLANNIi 4 ,
CITY OF RENTON
MAY 0 2 2ws
RECEIVED
■
0
et No.
o�,61,,o�4
landscape Developmen
O0 10' 20 30' 40 90
North
Ai
t Plan
—
Main
f
Campus (phase
and II)
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Glenn Takagi
Landscape Architect
18550 Firlands Way No.
Shoreline, WA 98133
206.542.6100
FAX 206.54.611.28
Project ": E0010
Drawn by: MKL/JV/GT
D a te: 3.18.02
Revised: 00.00.00
DEVEtOPAJEW1 PLAN 49��,,
CITY OF RENTON
MAY 0 4 " ,
RECOVEV
EXISTING HOUSE
BEYOND
WEST ELEVATION
MEDIUM -GRAY FI5ERGLA55
COMP. SHINGLES TO MATCH
EXISTING
-� WHITE STUCCO TO MATCH
EXISTING STRUCTURE
c0
m
N
o 4
0
NELU 5TRUCTURE
SOUTH ELEVATION
Qdi-nil
SECOND FLOOR
FIRST FLOOR
EXISTING 57RUC7URE
L--- _z — — — — — -- -I
26'4," 34' —0''
E X f ST f Nr-z
NORTH ELEVATION
SECOND FLOOR
FIRST FLOOR
rL
!D FLOOR
0
Q�
=LOOK
L X 15 I I NLZ t; I t4jo.4L. I U?1l
EQ,'zT ELEVATION
SECTION A -A
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2367
REGISTERED
ARCHITECT
WILLIAM E, RUTLEDGE
STATE OF WASHINGTON
Project 0: E0010
Drawn by: MDS
Date: 03-18-02
Revised:
1OPMENT PLAiNNINC3
CITY OF RENTON
MAY. C
RECEIVED
FIRST FLOOR PLAN
SCALE: 1 /8" = 1 '
RECTORY REMODEL & ADDITION
Ag
Sheet No.
c,�-oa-o ff
4w
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L56
.82'
' 26'34'
.00'
Y.,CON(;
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3 CyNf. 3
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CON' T E 29,58 ;sari
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ouutb- &b-& Tee
60' R.O.W.
Light ARM
stand-ard .. N890 40' 49" W 120.00'
4 5' REQUIRED LANDSCAPE STRIP AT PARKING 4
---.- - - - - - - - - - - - - - - - - - - - ----
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TYPICAL 900
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COMPACT ST
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18'-0"
24'-0" 14'-0"
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o6
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pole
NUJ
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PHASE I COMPLETION
/
o
PARKING FOR 75 CARS AFTER
C
o
, Z
DEMOLITION OF EXISTING STRUCTURES
w
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APPROX. LOCATION OF
WATER LINE EASEMENT,
RECORDING NUMBER:
3577661
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11
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6:1 PVC T 217 �'s N
Site '•n 'C'- SE Parking mmm
i \
1 1' 301 4/ 81
Parking Summary
Existing Parking:
Rectory:
20
School Playground:
59
Social Hall Lot:
18
Displaced Parking on Whitworth:
15
Total Existing Parking: ...........................................................
112
Additional Parking Requried: Area Additional
New Gymnasium, Social Hall and Stalls Requried
Meeting room area: 15,285
Hall to be removed: 4,658
Total Additional assembly areas: 10,627 1 / 100 SF =
106
Additional Parish Admin: 2400 3 / 1000 SF
= 7
Total New Stalls Required: ....................................................
113
(The school addition will not add staff or employees.)
Total Required (existing plus additional requried):............
225
Proposed Phase I Parking
Main Campus:
155
Former Social Hall Lot (SE Lot):
75
Total Proposed Parking: .........................................................
230
Site PI - S e an B Rectory
Site Area Calculations
Main Campus
SE Lot
Rectory
Totals
Existing Site Area
154,462
28,468
13,385
196,315
Proposed Site Area
174,723
n/c
n/c
216,576
Existing Impervious
126,324
20,909
3,134
150,367
Additional Impervious
18,731
1,105
3,254
22,983
Total Impervious
145,055
22,014
6,388
173,457
Building Footprint Area
62,205
0
3,544
65,749
Lot Coverage Percentage
35.6%
0%
26.5%
30.4%
Interior Parking Landscaping
1,174
920
n/a
2,094
Landscape Area Proposed
22,611
4,990
6,997
34,598
Zoning Requirements zone: CD - Urban Center Design Overla
Allowable building height: 95'-0"
Proposed building height: 32'-2"
Bulding Setbacks Required: 15' min, 25' max front yard for buildings
over 25 feet in height.
10 foot landscape strip required along
streets
41 80
(:7�
North
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Project #: E0010
Drawn by: MDS
Date: 04-26-02
Revision Date:
Sheet No.
-aa - 0�-F
EXISTING TERRA-COTTA
ROOFING
EXISTING RED BRICK
FINISH GRADE
Existing Church Raised Driveway and _ Social Hall and Meeting Rooms Gymnasium New School Admin & Classes
Drop-Off/Loading
DARK-(-_RAV FIRFR(--I ASS
- LOUVERED MECHANICAL
VENTILATION
'KHAKI' SMOOTH FACE CMU COLUMBIA-RED' MISSION
WITH SPLIT -FACE ACCENTS FACED BRICK
PAINTED METAL COPING
TWO-TONE STUCCO
West Elevation
EXISTING GRADE
PAINTED METAL COPING
TWO-TONE STUCCO
OP OF ROOF
J
M
N
DATUM
Social Hall and Meeting Rooms
East Elevation (From Raised Driveway)
FINISH GRADE EXISTING GRADE
Gymnasium
MECHANICAL SYSTEM LOCATED
WITHIN LOFT SPACE
'KHAKI' SMOOTH FACE CMU
WITH SPLIT -FACE ACCENTS
School Classes f Parish Office
Section at Mechanical Loft (South Elevation)
AVG. ROOF HEIGHT
' co
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DATUM +33.1'
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Project #: E0010
Drawn by: MDS
Date: 04-26-02
Revision Date:
A7
Sheet No.
REVISIONS: REVISIONS PER
XXXX22
SANITARY SEWER MANHOLE
Rim 31.01
6 - CONC IE 23.112 W
24" CONC IE 21.68 S
2e CONC IE 21.50 N
0 Water
volv,. Meter
4
NEW WATER
MAIN
NEW SANITARY--\
SEWER MAIN
CAICH BASIN
RIM 30.08
6 CONC N
61, CONC W
61, CONC IE 28-45 SE
CATCH BASIN
Rim 29'�3
3:: CONC IE 2P 45 NW
b CONC lE 28:30 E 4'
CONNECT TO EX,_
SANITARY SEWER.
q nitory sewer rrianhole 46
�Z-m 36.90
6 " CONC IE 23.62 W
24!' CONC IE 21.95 N
24" CONC )E 21-75 S?
CONNECT TO EX.
12" WATER MAIN
EX. A RE
HYDRANT. 'CH BASIN
CAI 46
gim 29.8,3 f-
6' CONC IE 27.49 N
Power va
CATCH BASIN
RIM 27 �7'
CONNECT TO EX
STORM SEWER�
25.0' WIDE x ;�90.0' LONG .
WATER QUALITY FACILIM
(UNDERGROUN,D TANK QR,
VAULT.)
IE 2..4 SE
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CATCH BASIN
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CATCH BASIN ---,
Rim 29.33
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STO M DRAINAGE MANHOLE
Rim%.71
6" C :t C 1E 27.19 W
,jN
10, CONC iE 24.94 E
A
18' CONC 21.94- N
:E
12" CONC E 21.70 S
1 C(,
2" jNC IE 21 .45 N
STORM DRAINAGE MANHOLE -
Rim 29.73
8" CONC IE 22.29 E
Q . ? CONC IE 21.82 S
1 2"? CONC IE 21.61 N
CATCH BASIN
Rim 30 56
6" CON� JE 28.68 SE
I <
6" CONC E
8" CONC N
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Psi
PA
Of
4�
BE
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4-
EXISTING PORTABLES I FLOW DIRECTIONAL
ARROWS (TYP.)
Z
SANITARY SE SANITARY SEWER MANHOLE
Rim 32.51 SANITARY
Rim 31.§9 8' PVC IE 27.35 W SANITARY SEWER MANHOLE
8' PVC IE 27.33 E SANITARY SEWER lvl� NHOLE 32.95 Rim 3 .48
I RLmP32.69 VC IE 27.81 E a, r
8" p 11* PvvCC k
28.10 W (3
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Rim 31.16
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6 PVC E 30:25 S
IM MIR
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CATCH BASIN
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k Storm
7,�Jcle . an _ ou',
.j ' Sanitary se� a
4 a"'
4 PII2PA
EXISTING SCH'OOL
FF= 39.13
CATCH BASIN
Pirn 19-63
EX. FIRE
HYDRANT.—
YARD DRAIN
RIM 29�27
4" CONC IE 28.7;
DA 6- CONC IE 28.49 E
RC�TCH BASIN
29.14
CO3NC IE 2A.0� k4E
6- CONC IE 2�.C,
CAT H�BASIN
Rimc�9.15
CONNECT TO EX. 12"
6" CONC IE 27.88 NW
SANITARY SEWER MANHOLE
Rim 30.21 WATER MAIN.
18" CONC ir, 2.2. i4 I]
24" CONC IE 22.01 11
18" CONC lE 21.07 S'
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8: PVC IE 24.38 N
EX. SANITARY
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8 PVC IE 23.50 S
18: PVC IE 23.36 E
SEWER.
6 CONC �E 27.14 NE
6" CONIC E 27.01 NW
is CONC IE 23.32 W
6" CONC IE 26,97 SE
15:: CONC JE 26 03 S
15,, CONC 25:.9f5 N
IE
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CATCH BASIN STANDARD GRATE--'
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4 Al
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Hydr,3n( CATCH 4 8" PVC IE 24.54 S
Rim 30 8" PVC IE 24.39 N
6: CONC IE 8.45 W 18" CONC IE 24.2 E
6 CONC IE 41 N 18' CONC IE 24, W
TCH BASIN
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6' ONC IE 28.46 N
EX. FIRE
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4" WATER MAIN.
ANITARY,SEWER MANHOLE
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3" PVC C 28.1
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SCALE: 1" = 30'
30 20 10 0 30
"6pm6i-m���
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1V ST 32-23
32.47
Pot
CB #12 CB
RIM- 31.95 PJM- 31.95
:4
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. 4
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=CONNECT TO EX. ol
4;�l
S�NITARY SEWER.
17'retaining wall 41
"now
VIP
1.1,-�l Overhan;
Cf),
2 Imigotion
conti boxes
j1_1
EXISTING CHURCH
FF= 33.37
ATER
r 4 MAIN A .
STOPM DRAINAGE MANHOLE
Rim 32.48
6" CONC IF 28.80? 14W
Brick retoining
wall
4" FVC JE 28.40 5
6, CONC IE 27.88 NE
6 CONC IE 27.82 SW
12" CONC lE 27.14 S
12- CONC IE 27.0109 W
!,�p 15' CONC 1E 25.96 N
9�
2' CONC IE 26.9-0 E
QL It",[
7.1, Z" box
CATCH BASIN
water.
Rim 31.11
6" CONC IF. '�8.76 SW
CATC
Rim
7-
7_, .,.A
-
Power 6: C
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j-
CATCH BASIN --.-,-
Rim 31.63
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CATCH BASIN ----
Rim 31.47
6" CONC IE 30 46
EX. FIRE
HYDRAN'
DEVELOPMENT PLANNIN,��
CI I Y OF RENTON
MA v, 0 42 2002
RECEIVED
IUROFILM17
-A
EXISTING SOCIAL HALL
TO BE CONVERTED TO
�4-
PARKING. SEE SHEET
P2 FOR ADDITIONAL
INFORMATION.
Q
32�83
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PROJECT NO.: 00-25
DRAWN BY: DJW
ISSUE DATE: 06-13-01
SHEET REV.:
PRELIMINARY GRADING
AND UTILMES PLAN
P/SDSK/PfR0J /OC 025/()Q25Pr'efiM.d,,,,,
SHEET OF
(�(k- 6 q- t54,
REVISIONS: REVISIONS PER
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14
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17, retdronq -oil
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.... ......
ver ang
-�10:
2 Irrigation
control boxes
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FF= 33.37
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7- MAIN
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z
4 PVCCE 28.40 5
6. CON IE 27,88 NE
6 CONC IE 27.82 SW
121, CONC !E 27 14 S
1 2-, CONC E 27:09 W
15 CONC IE 26.96 N
12' CONC IE 26.90 E
CATCH BASIN
Rim 31.11
6" CONC IE 28,76 SW
Z,
7-7
CATCH BASIN
Rim 31.78
6: CONC :E 29 .58 SW
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, 4,61,
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CATCH BASIN
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6" CONC 1E 30.4 NE
3 2, ;L7
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32.13 32 77
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6- CONC �E 29.47 W
0
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6" DI E 29.13 S 32.83/1
12" CC_1JC IE 28 . 07 N :t 8L,
CONNECT NEW 12" ST
TO EXISTING CB AT
INV.(12" E)= 28.07
v
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4
A/
Rim 31 3
7
6" CONC iE 30.27 NW V
P41j T
6.0' WIDE x 52.0' LONG
WATER QUALITY FACILITY. HI
(UNDERGROUND TANK OR
33
VAULT.)
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20
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7-
77
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Rim 31.48
6" CONC k 29.56-�V.
TER
NEW CURB AND GUT
HI PN
3,2.8 0 32.
2
F
GB #2
RIM= 32.13
32.56,
I 'A
NEW CURB AND GUTTER WITH
DRIVEWAY APPROACH.
3
3 07
SANITARY SEWER.
Rini 32.44
IS- CONC iE 24.34 S
1 8 . CONC IE 2 24 30 N
A
SANITARY SEWER MANHOLE
S
Rim �3.37
B" P�C IE 26.J9 S
8" PVC :E 26.38 N
8 PVC E 2&31 E
8" PVC IE 26.24 W
V4.1 I
CATCH BASIN
Pill 32.82
6" DI iE 31.39 N
4" DI IE 31.21 W
CATCH BASIN
Rim 32.39
4" DI lE 31,29 1
CB #21
RIM- 32.19
Gas
Z
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ANITARY Sf%%f-R M NHOLE
im 33.58
PVC
IE 28,10 W
PVC IE 28.01 S
PVC IE 27.65 N
4",
#22
lelephone�� 'RlMap, 32.19
Pole z
40 Z
7
7,
EXISTING SOCIAL HALL TO BE
REMOVED AND CONVERTED
TO PARKING AT END OF
PHASE I CONSTRUCTION.
SCALE: 1" = 30'
30 20 10 0 30
MICROFILVI-r
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PROJECT NO.: 00-25
DRAWN BY: DJW
ISSUE DATE: 06-13-01
SHEET REV.:
PRELIMINARY GRADING
AND UTILITIES PLAN
SHEET OF
0sion a
ult
cab
handhole
ower
au►t
a
igl,t
a
tondard
S1
EXISTING PORTABLE
Power meter
S1
EXISTING
PAVING
CLASSROOMS
Hower p le
rfy@4is%%phone
I WIDEN EXISTING ALLEY
Guy wire
anchor
a, u
si S1
Power pole G
---PROVIDE (2) ?0A,/?P . HTING ___-----
CIRCUITS AND CONNECT WITH #10 AWG
,
NOTE:
PROVIDE 4-CHANNEL TIME CLOCK, PHOTOCELL AND
(4) 2—POLE CONTACTORS FOR CONTROL OF EXTERIO
LIGHTING. 1
FIRE ESCAPE FOR
EXISTING SCHOOL
S1
EXISTING
PAVING
EXISTING K-8 SCHOOL
I DISCONNECT
4ND REM(
EXISTING LIGHT,
POLE AND
CONCRETE BPSE
PROVIDE
EXI
ADDITIVE RN TE TO REMOVE.
TING PSE PO i E 4 WITH OVERHEESCAPE FOR
TING SCHOOL
POWER
AND TELEPHONE SERVICE TO EXISTING
T SCHOOL
BUILDING & TELEPHON SERVICE TO
EXISTING
PARISH MINISTRY BUIL ING. LOCATED
NEW
HAND HOLE OUTSIDE OF PLAY AREA AND
RE
FEED EXISTING SCHOOLS 12 /24OV, 1 PH,
3W
600A PANEL A UNDERGROUND FROM NEW
_ACATED
ALLEY
HAD HOLE AS REQUIRED USING7 AS MUCH OVERHEAD SERVICE
EXISTING M E. RELOCATED TJB
TE 'EPHONE P DESTAL AS REQUIRED AND COURT
REOONNECT E ISTING SCHOOL AND PARISH WI H 'BIG TO "
MINISTRY BUILDING TELEPONE SERVICES.
! 1 EXISTIR16"SU FACE mdUNT
C. ON SIDE OF BUILDING.
I EXISTING PA EL Al
l IN BASEMEN—
°; EXISTING K-8 SCHOOL
EXISTING C.T.
j` ENCLOSURE, NO
i CHANGE
TeleDhone
EXISTING' 120/240V 1 PH, 3W
600A IY AI N PANEL A
EXISTING METER TO
REMAIN, NO CHANGE
Light
standard's
WEST PARKING LOT
S1
PHASE I
NEW SCHOOL
FACILITY
PHASE III PHASE Ins
-0 PHASE I
NEW KINDERGARTEN
CLASSROOMS
EXISTING 12 /208V,
SUBDISTRIBU ION PANIL
WITH ([2).1 ` AI RSECTI N
LOCAT.DT SEMEN'
DISCONNECT 'EXISTING B , LDING
UG SECONDA`;Y SERVE. , REFEED
BUILDING WITH (2) SETS 'OF (4)
-Uy IN - 2,_ '-Q FROr
NEW PANEL DP.
PHASE I
NEW GYMNASIUM
GARDEN
COURT
EXISTING 120/208V, 3PH1 4W
400A DISTRIBUTION PANEL
WITH
350A FEEDER. LOCATED
EXISTI G RRTSFT
CENTER
LI
�HTING FI
T URE S CIf
ED ULE
TYPE
ANUFACTURER & MODEL
NO.
VOLTS
!BALLAST
WATTS
LAM'(S)
DESCRIPTION
MOUNTING
S1
NADCO #P21-A5-1-A-
-250H-208
208
N/A
290
(1)
1250W MH
POLE
MOUNT SITE LIGHT j
25' STRAIGHT SQUARE
STEEL POLE
__M�_._—
-POLE
S2
HAADC00=-A5=2=-A=
- - -
M0�tfi-
TEEL POLES
_
3
S3 IHADCO
#P21-A5-1-A-3-25OH-208
208
N/A
2 0
1)_250W MH,
POLE MOUNT SITE LIGHT
25' STRAIGHT SQUARE STEEL P
LE
Q ov+ �Kar
1
RAISEDAWERS"ECTION
PROPOSED WHI WORTH R,O.W,
VACATION
L_t\S ) I i J N U r1L._L_I_ 1
Power
�iro!e jop owe- o,. ie
F______ _ _ --
Guy wire anchor
Power pole G
ith ttonsforr-4er
EXISTING BUSINESS
w
EXISTING PSE POWER POLE TO REM IN.
DISCONNECT OVERHEAD SERVICE FROM Q
3 HOUSES TO BE DEMOLISHED. VERIFY
EXACT HOUSES WITH ARCHITECTS 7
SITE D MOLI ION }PLAN chbr-�
W
1 I�
I
1 EAT P IH
XI I N G PSE POWER POLE TO BE REMOVED.
DI *tEEC_T OVERHEAD SERVICE FROM
1 1H DU8ES AID T E RECTO TO 3E
D�M LI$HED. VER EXACT H USE WI
ARC ITCTS SITE iDEMOLISI LA
PHAS I I
NEW PARIS OFFICES PANEL P1
PANEL K1
PANEL L1 i
r'
c j
PANEL Al C
r�
H
ransforrner �1
T STAFF
1,
sr� PARKING
rL !
to, �dard
EXISTING PSE NEW ME TRANS RMER SIDEWA V SEC DARY SERVI E ENTRANC SEf
CHANGE TRANSFORMER MOUNTED
ON EXISTING VAULT
South 4th Street
60, REV,
L
PROP
ALLE'OS
VCATI'.
EXIS�ICE
�l PSE POWER POLE TO BE--4W* DISCONNECT VER EAD
SERF OM 1 {HOUSES TO BE DEMOLISHED, VERIFY"' EXACT
HOUSE WI H ARCIITECTS SITE DEMOLISIdN PLAN.
I�Ir�ar?
LIGHTING
CONTACTOR
PANEL
PHASE I
NEW SOCIAL HALL
NEW MAIN DISTRIBUTION
PANEL, 1600 AMP CAPACITY
®208/120V, 3PH, 4W.
SCALE: 1 " = 20'-0"
IDEWALK
® RAISED D IVEWAY &
r DROP-OFF/LOADING •
J
SYMBOL LEGEND
0-0 POLE MOUNTED LIGHT
EXISTING
I �S((JJISS1 CC
E�XISTII TEC P40NE PO `€-PTO REMAIN.
DISCONNECT OVERHE
AD EAD ERVICE FROM
�t_B� SHED. VERIFY
E `H ITECTS
SITE DEMOLISION PLAN
EXISTING CHURCH ELECTRICAL DISTRIBUTION
EQUIPMENT, 120/24OV, 1 PH, 3W, 250A TO
SIN, NO CHANGE.
EXISTING CHURCH
EXISTING WALK
tigh `dower
rUstan and vauit ❑
EXISTING PSE POWER VAULT IN SIDE WALK, COORDINATE 11CRO ILME;
WITH PIE FOR PSE TO REPLACE EXISTING VAULT WITH
DRIVE OVER RATED VAULT.
NORTH
mil•
i
!AbOS
I En in
g
ein
erin g
MECHANICAL
ELECTRICAL
N - ENERGY
_11RE-MIECT1
1844 114TH�
i
AVE. NE.
Bellevue, Wl.
98004
(425) 4
I
V -9441
FAY- 46—q45il
E-Nail: general
bosseinxom
1
tV.
0 U
� 0 U
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oM�
Ua
•
E
i
REGISTERED
ARCHITECTT
STATE � YASHINGT�1
Project " E0010
Drawn by: JG
Date: 01-21-02
Revteed:
E0101
Shot No.
UTILITY DISTRIBUTION S
POWER: PSE (PUGET SOUND ENERGY) CONTACT: MARK ENEE
TELE.: US WEST CONTACT: -
CABLE: AT&T BROADBAND CONTACT:
DEBCRPTION OF WORK
BY
EC.
BY
iJ11L CO
POWER COMPANY
ALL TRENCHING AND BACKFILLING
X
PRIMARY CONDUIT
PRIMARY CABLES
TRANSFORMER CONCRETE PAD
UTILITY TRANSFORMER
X
PRIMARY CONNECTIONS AT TRANSFORMER
X
SECONDARY CONNECTIONS AT TRANSFORMER
X
GROUNDING AT TRANSFORMER PAD
SECONDARY CONDUIT
X
SECONDARY CABLES
X
CT ENCLOSURE AND CT LANDING LUGS
X
CURRENT TRANSFORMERS FURNISHED
X
CURRENT TRANSFORMERS INSTALLED
X
METER BASE
X
METER
I
X
CT TO METER BASE WIRING
X
TELEPHONE
TRENCHING AND BACKFILLING ON PUBLIC PROPERLY
X
TRENCHING AND BACKFILLING ON PRIVATE PROPERTY
X
TELEPHONE SERVICE CONDUITS
X
TELEPHONE SERVICE CABLES
X
CABLE 7ELEV93I0141
TRENCHING AND BACKFILLING ON PUBLIC PROPERTY
X
TRENCHING AND BACKFILLING ON PRIVATE PROPERTY
X
TELEVISION SERVICE CONDUITS
X
TELEVISION SERVICE CABLES
X
EX I
IPNLI
LT.J
100
PNL
LBJ j
T i
200
100 I-------� �- clo�o--�
PNL I i EXISTING I
I I PANEL I I EXISTI�
LA1J I SDP1 L T J DISTRIBU
ANEI
I SECTIONI SECTIONI I PDP1
I T-i-I-
L - - ELEVATOR - - - J
L---------------J
EX PARISI
0
42 0
tun
o
U �
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r
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Project *-
Drawn by:
Date:
R,eviaed:
AR
REGISTERED
ARCHITECT
E0010
JG
1-21-2002
E01m2
9_"*M,
W,oa--05Lf
74
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ar ti l4y y d-. �.N
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o
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i NO
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�RiOADJUSIEe 10 iFE soumro WIDEN EXISTING ALLEY NUN F%ISING ALU:V iO U'-0 iOi NI EXISTI NG ALLEY
7 € pc E SINGBS E EgS11I.G TABU: SSROClv5 tO `O III
AREA
PMMII.GFOR 50 L
CMS -�
B 10 IO 10: IOc y
FEAVGR�UNDBPARKING a� mrrsr �CNiS NN.YUf•P�fAIX;
FB.E IPfE FOR IC GARS PfD VAN FRE UfE -
-CESSIBlESiAus PHASE l ASE I
] ALG..
11Z
®j 2
�r. E INNG
F<v IFV ier %NEEI FIRE lP1E
PFNSEI NEW GHNNA9UM -
Fewsa;oa Y eAcc
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GHAff I
cxnnr., s. o. rcw %IFCERGARfEIJ
cussRoos �d'�l�^�
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NIi I-&GEOw R{AEEI
rEwPAmsa oFPlas
E%IBf11JGNd $Giml ,y � o�
�, E%LBTNGPAR �MINSiRV jj
South Qth Street
-- 60' R.O.W.
GMAEEI
Ftwsocw HAu
7,11
�} P
SiMK WA`. 1 1\
St, Anthony Catholic Church
Vignette Study - Phase I & 11
L.
DETAIL SECTION OF TRASH ENCLOSURE
MECHANICAL SYSTEM LOCATED
WITHIN LOFT SPACE
WINDOW SILL PLANTER
LANDSCAPE PENINSULA
DETAIL ELEVATION OF TRASH ENCLOSURE
TRASH ENCLOSURE CONSTRUCTED
OF'KHAKI' SMOOTH FACE CMU
WITH SPLIT -FACE ACCENTS &
PAINTED METAL DOORS
IPdL�[�7►I�IRKKH�I►IF�
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MECHANICAL EQUIPMENT FOR KITCHEN 2367
SCREENED BY OPEN ROOF FRAMING RF (,IS F F2F I)
AND ENCLOSED SIDE WALLS ARC IhTCC�i
07
.............................
Project #: E0010
......................... ...
Drawn by: MDS
.............................
Date: 04-26-02
...................... ......
Revision Date:
Detailed Elevations mm « �
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Sheet No.
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JARCI ITHCT
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Project #: E0010
Drawn by: MDS
Date: 04-26-02
Revision Date:
North
Project Information
Site Address or Location Parcel Numbers
Proposed Rectory: 215 Whitworth Avenue South 7841800090
Renton, WA 98055
Proposed Parish 314 South 4th Street 7841300035
Campus: Renton, WA 98055
7841300125
7841300120
7841300105
7841300100
7841300090
7841300080
7840800110
7840800105
7840800075
SE Lot (Proposed SE corner of Morris Avenue 7839800150
Parking Lot) and 4th Street 7839800181
7839800185
Project Team
Owner: Corporation of the Catholic Archbishop of Seattle
Office of Property and Construction
910 Marion Street
Seattle, WA 98104
Applicant: St, Anthony Parish
314 South 4th Street
Renton, WA 98055
Contact: Greg McNabb, Parish Administrator
P: 425 255-3132
F: 425 271-4729
Architect: Rutledge Maul Architects, PS Inc
19336 47th Ave NE
Seattle, WA 98155
Contact: Mark Stine
P: 206 440-0330
F: 206 362-4381
Civil Pacific Engineering Design, LLC
Engineer: 4800 South 188th Street, Suite 360
Seattle, WA 98188
Contact: Lou Larsen
P: 206 431-7970
F: 206 431-7975
Landscape Glenn Takagi Landscape Architect
Architect: 18550 Firlands Way N., Suite 102
Shoreline, WA 98133
Contact: Glenn Takagi
P: 206 542-6100
F: 206 546-52 7 7
Electrical Abossein Engineering
Engineer: 1844 114th Avenue NE
Bellevue, WA 98005
Contact: Jay Werner
P: 425 723-9441
F: 425 462-9451
Contractor: Shinstine / Associates
P.O. Box 1370
Sumner, WA 98390-0280
Contact: Pat Oda
P: 253 770-5858
F: 253 770-5277
- - -- 2n t
Plan'B'
eet A4
Utility 2� �
Existing Portable
Classrooms
7841300125
L 7841300120
LO
LO -
0
40800050 7840800110 1-
7841300035 ,0 7841300105 -- -
7840800055 7840800105
—�841300090
7841300080
St. Anthony Parish
314 South 4th Street
Renton, WA 98055
L0
L
L0
o
00
11
00
7840800075
Existing Church —
Existing PMC
Existing School
Existing structures to be
replaced by parking
Structures
❑Phase I - Social Hall, Meeting Rooms, Gymnasium,
Parish Office & Kindergarten Addition
Phase II - Classrooms and School Admin
Addition
I - Proposed Whitworth Ave
I ROW Vacation
I
Site Plan 'A'
Sheet A3
I
Site Plan 'C'
�- Sheet A4
r:-
-77)
7839800150
I 7839800181 i
I 7839001819 I
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Project #: E0010
Drawn by: MDS
Date: 04-26-02
Revision Date:
DEVELOPMENT PI -A -JII G
CITY OF RENTON
MAY 022?
RECEIVED
Campus Plan
n
MEW:.,:,
1 0 :1 1 61 1
C)
North
II Fr
S89° 37' 26' ` r x. 256' NEW CHAIN -LINK FENCE
�. ff-T
..
€fie.,. YN,,.
EXISTING PO TABLE CLASSROOMS
PLAY AREA AND
y PARKING FOR 50
H , . ed, al z CARS
10
Power meter
2 1 01I 2 I (fin 20TI, tidy - 11 4i 1614
31,81
i
F.. t:ryi ,ja
10 10 10C
I
EXISTING ALLEY 20' R.O.W.
EXISTING RESIDENCE
BE REMOVED TOv� n�
S890 38' 09" E approx. 316.13'
U, O�
-aQo
1 OC 10
—DOM I FLlJlJI[ = LO.LJ L- " 1< <<
t <; LOBBY FLOOR = 32.70'
MAIN FLOOR = 37.30' < -- EXISTING RECTORY
..,.A ,_.1...,.. _ I _.l..
OUTDOQ _ UPPER FLOOR - 46.84 2C rTP TO BE REMOVED
SSRO DM -
�. -'., _—
„k
Sanitar
i
j Y i �y/ � � � ` '. _.FFFF-
at;-. I
site plan 'A' OEM OEM
0 10' 20' 30' 40' 80'
North
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at'
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Sheet No.
11.82' 6' GONC I-:. 28,80� We'
560 26'34" 4�' PVC S
C-ON-0 NE
12.00' 1:E: 27�62
12" =1NQ 'U. � 4 S
:2�' MAC T.E ��. 7, 0 9
15" CONG I`E PVC,
E
12 GOIN111 90 E
V
.............
1N
6- '9,12 6" CONC IE 29,68 SW
W CWX TE 29 � 14
Ut I 4ftT &tTe &I..
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60'R.O.W.
.......... ...
t
N890 40'49" W 120.00'. er
IRED LANDSCAPE STRIP AT PARKING C?
-C? &REQU
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-i e-t e r 4 D I I E 3 -n F,
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6; *D 11 1HE 2 e , 13 S
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0 PARKING FOR 75 CARS AFTER CN
0 F�, u� I
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> - z DEMOLITION OF EXISTING STRUCTURES
C). CD
LU
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CATCH BASIN
6' DI TE 30,7-1 N Wl�"�,SEWEER MANHOLE
4
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Water
7
R EWER MANHOLE
8:� WNC I E 24 � 34 S
18" GONC, 1E 24,30 N
2�
C
APPROX L CATION OF
WATER LINE EASEMENT,
RECORDING NUMBER:
3577661
N
0 11: 4-
0. Cl. M
Water 1),4i.nt
mark
1C
Parking Summary
Existing Parking:
Rectory:
20
School Playground:
59
Social Hall Lot:
18
Displaced Parking on Whitworth:
15
Total Existing Parking: ...........................................................
112
Additional Parking Requried: Area Additional
New Gymnasium, Social Hall and Stalls Requried
Meeting room area: 15,285
Hall to be removed: 4,658
Total Additional assembly areas: 10,627 1 / 100 SF =
106
Additional Parish Admin: 2400 3 / 1000 SF
= 7
Total New Stalls Required: ....................................................
113
(The school addition will not add staff or employees.)
Total Required (existing plus additional requried): ............
225
Proposed Phase I Parking
Main Campus:
155
Former Social Hall Lot (SE Lot):
75
Total Proposed Parking: .........................................................
230
Site Area Calculations
Main Campus
SE Lot
Rectory
Totals
Existing Site Area
154,462
28,468
13,385
196,315
Proposed Site Area
174,723
n/c
n/c
216,576
Existing Impervious
126,324
20,909
3,134
150,367
Additional Impervious
18,731
1,105
3,254
22,983
Total Impervious
145,055
22,014
6,388
173,457
Building Footprint Area
62,205
0
3,544
65,749
Lot Coverage Percentage
35.6%
0%
26.5%
30.4%
Interior Parking Landscaping
1,174
920
n/a
2,094
Landscape Area Proposed
22,611
4,990
6,997
34,598
Zoning Requirements Zone: CD - Urban Center Desian Overla
Allowable building height: 951-011
Proposed building height: 321-211
Building Setbacks Required: 15' min, 25'max front yard for buildings
over 25 feet in height.
10 foot landscape strip required along
streets
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Project #: E001 0
Drawn by: IVIDS
Date: 04-26-02
Revision Date:
........ ...
Ri e"', T7
Site Plan 'C- SE Parking rN31=11M MIM ��Ml
0 10' 20' 30' 40' 80'
North
Site Plan V- Rectory
0 10' 20' 30' 40' 80'
C) A4
Sheet No
North
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a)
EXISTING NOLsSE
BE`-OND --,
WEST ELEVATION
NELU STRUCTURE
SOUTH ELEVATION
g4' - m''
SECOND FLOOR
FIRST FLOOR
EXISTING STRUCTURE
L---_-z---------- I
lm' -roll 23'-0" 2ro'-roll 34'-0"
EXISTING; �40USE
NORTH ELEVATION
SECOND FLOOR
FIRST FLOOR
m
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■■ ■■ .In on BE ■■
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SECOND FLOOR
FIRST FLOOR
EAST ELEVATION
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STA� GF WASWING
Project *:
Drawn by:
Date:
Revised:
DEVELOPMENT PLANNING
CITY OF RENTON
mw", 0�.
READ
FIRST FLOOR PLAN
SCALE: 1 /8" = P
NORTH
RECTORY REMODEL & ADDITION
Ag
Sheet No.
e1(-oa-D5q
Found 4"x4" concrete
with punched brass,
incased
Found 4"x4" concrete
with lead and tack,
incased
STORM DRAINAGE MANHOLE
RIM 30.67
12" CONIC IE 22.23 S
12" CONIC N
South Second Street
*19'03"E
77'
A�, L. 7, A,, /TOPOGRAPHIC SURVEY
A PORTION OF THE NWI/4 OF THE SE1/4 OF SEC, 18, TWP, 23N., RNG. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
316. 07'
M
T__
A
South Third Street
S89*36'44"E 632.14'
0
M
30'
30'
30'
LCATCH
BASIN
(D
Rim 30.56
Light
6" CONC IE 28.68 SE
6" CONC E
SANITARY SEWER
MANHOLE
standard
8" CONIC N
Rim 32.51
�Guy
wire anchor
B" PVC IE 27. 35
W
8" PVC IE 27.33
B" PVC IE 27.17
E
S
0-
Building
Cable-
BASIN
M television
vault
f"',
Cab
�CATCH
Rim 31.53 01b
6" CONC IE 29.44-4LW
Fe-t-eTe-vis ion
___�ANITARY
1r)
SEWER MANHOLE
zz2
h an
J h o I e
Rim
Ga__s
:41,
31.59
8" PVC IE 27.63 E
/underground telephone�
CD valves
SANITARY SEWER MANHDLE
Cl)
ry
& cable t.elevis:ion
CD
Rim 32.69
Cr
SANITARY SEWER MANHOLE
Alley
0, All.
B" PVC IE 26,10 14
I Ne Or I
a
RIM32.95 -
Found 4"xA"concrete
�ith lead and tack,
incased
316. 07'
0
STORM DRAINAGE MANHOLE
RIM 33.56
FILLED WITH DIRT EL=31.5
A
SANITAR) SEWER MANHOLE
RTM 33.�8
a PVC 1E 27.08 W
8 PVC IE 27.05 E
0 Guy wire C y 8 PVC IE 27.BiE - _ - I I ---
Al ey
4as _41. N89'37'26"W 120.02' anchor :6 :bs Power
Valve N89 '37'26"W 120.02'
C :b1b 6 cyclone C. 4 cyclone
lion
(U 6' wnd 7ence
e anch 0
e P.1
-0 r e�
fence
SANITARY SEWER MANHOL 6' metal posts.* Guy wire
3: . 1 ;0 .
S U U
ancho
Sign
,Rim 31�01 C3.
6" CONIC IE 23,112 W
q
24:: CONC IE 21.68 S :
Gas Gas
-7 -n va lve Power pole
24 CONIC IE 21.50 N n i,:va
r) A ive,
.4
Power 0 0 1�e,
�/� 11 - :,.:: w Wes i37*1* 2" as ner S5
SANITARY SEWER MANHOLE
RIM 33.22
Alley===========40 B'- PVC TE 28, 10 W
W'. Rer. No.:J241691 vat . I=r 3E C 7 . . I-) A
Buildirg
,,EEJ1e of asphalt
17 1,
sig� .
Un) CD
C� CATCH BASIN
4-) �0 :3 Garage -RIM 33.24
D SZ " - ...
0 CD -
< CD
0; a -S
% . . . . . t CD
0 B u 2 1 d i n I . . . .. . 1:�4 -1 -, . , - *
Building 9 5' cycione fence �,,�meter
- X 0 Building
__X -3
c 3ign CD
_"�`Edge of asphalt
Or
CATCH BASIN
Q)
0
08 0 52
6'
6" CONIC' N cyclone
fence J\
i Vacatpd-alley as-
6" CONIC W .04-2
4 per* Rec.- No
6" CONIC IE 2B.A5 SELA,�� to 20010117001672
a
CP]Power meter nx
V.
Q) a:+�,, -
> Lu (D k4est -3�IJ2" as per c-,
.123295.
C 0
CU
CATCH BASIN' Rec. No. 7/
0 (D 31. 16
<� . Ri
C� .6" PVQ Overhang
sign 'IE -30.,�l E :Gas 0
C :0
PVC. IE 30..-25
, Il . . --- . .. .. . M Q)
0 Teathe ball'.�.
0 Power-4 % 0
pole
CATCH BASIN N89*38'09"W 120.07
Rim 2 73 U Z vault X x X
X�'_ AFyclone%nce lower pole
L0 5' cyc
i te' S� % - LO 4ith transformer 0
9 IE 28.45 NW lone 12:6 T
6' Cok T CAT�CH�BA$IN. 'single wn. fence
6" CONIC .0 04 M
Rim 31.81
___7_1 - Q)
Light 6". PVC IE. 31.07,W ax... CU
4-) ...Wh'e a I st
IE 28.30 E
4�
Overhang
% n :) /. 1.. 0 /-- -_J I . :.
CW :0 0 Building
standard
<
ET t 3-1/2" as. per 1 .; 0
C
'125831
-ANE No
It .1 . 7
Sanitary sewer manhole 46 M Z 4, 1 j
4' wood
Rim 30 90
C 0 fence
.0 1 .. 1 11
6" ON, IE 23.62 W
0
24" CONIC IE 21+95 N C
24' CONC IE 21.75 5? $e
4"' du.ct*ile*
tball
T
overhang
Ru, 11, n.
�iron pipes.
CATCH BASIN JE
OTE're-ef-sign
(@hoop I nce
Rim 2 B3 4. wood-fe
!F52- . 1
_P as e a.
t -- - - - -
hoop
�-B i, 2s fence
6" COk IE 27.49 NE
6' wood N
9 S-)
k t bl �x K
V
a
Cross w S
-2� X
ire anchor
hang
al Building
9� --; - - - - - - - - - - - -
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- - - - - - I - - - - - - L -
4- y - - - - - - -
J Over
'A:
J c.) d- ��;Pu.er P.-e
CL 111t__
I
Surveyor's Notes:
Title Report Notes:
Description:
1) The monument control shown for this site was accomplished
I - Restrictions on use of title report.
See
page 3 of 3.
by field traverse utilizing a three (1) second theodolite
with integral electronic distance measuring meter
2. Easement, terms and conditions in favor of Chicago,
(Geodimeter 600). Linear and angular closure of the
Milwaukee & St. Paul Railway Company granted by instrument
traverses meet the standards of WAC 332-130-090.
recorded under number 1232956. The location of said easement
has been graphically depicted upon this survey.
Legend-
2) Utilities other than those shown may exist on this site.
3. Easement, terms and conditions in favor of Chicago,
X
Only those which are visible or having visible evidence
Milwaukee & St. Paul Railway Company granted by instrument
Monument found. Visited Jan. 17, 2001
of their installation are shown hereon.
recorded under number 1232957. The location of said easement
has been graphically depicted upon this survey.
3) This survey represents physical improvement conditions as
they existed January 22, 2001, the date of this field
4. Easement, terms and conditions in favor of Chicago,
survey.
Milwaukee & St. Paul Railway Company granted by instrument
recorded under number 1241691. The location of said easement
4) Offset dimensions shown hereon are measured perpendicular
has been graphically depicted upon this survey.
to property lines.
4 =
Power pole
5. Easement, terms and conditions in favor of Chicago,
5) Full reliance for legal descriptions and recorded
Milwaukee & St. Paul Railway Company granted by instrument
[D =
Street signal iUnct�on box
easements have been placed on the title report from
recorded under number 1258317. The location of said easement
Pacific Northwest Title Insurance Company Commitment order
has been graphically depicted upon this survey. Note: title
-G- =
Gas paint mark
No. 424576. dated April 4, 2001. No additional
report erroneously lists recording no. 125317 for this easement.
research has been attempted.
[0 =
Gas marker post
6. Easement, terms and conditions in favor of Chicago,
Milwaukee & St. Paul Railway Company granted by instrument
0 =
Telephone junction box
Basis Bearing:
recorded under number 1258321. The location of said easement
has been
of
graphically depicted upon this survey. Note: title
Q =
Telephone pole
report erroneously lists recording no. 1258322 for this easement.
True North. Based upon Global Positioning System (GPS)
7. Easement, terms and conditions in favor of John C. and
0 =
Sign
Lambert Grid Washington State North Zone coordinates. A
convergence angle of 01*01'30.491" counterclockwise was
Ella J. Vickrey for waterline purposes as recorded under number
0 =
Signal box
applied at a tack in lead in 4" x 4" concrete post set
3577661. Said easement does not affect subject property.
in monument case at the intersection of South Fourth
8. Easement, terms and conditions in favor of Puget Sound
Mailbox
Street and Smithers Avenue South.
Power & Light Company (Puget Sound Energy) for electric
As noted in Title Report Notes
transmission and/or distribution purposes as recorded under
Vertical Datum:
number 9408260776. The location of said easement is described
as "constructed or to be constructed" and therefore has not
been graphically depicted upon this survey.
City of Renton (NAVD 8B)
9. Easement, terms and conditions in favor of the City of
0 20 40
Renton for utility purposes, as made part of alley vacation
Benchmarks:
ordinance no. 4BB3, recorded under number 20010117001672. The
location of said easement has been graphically depicted upon
Base:
this survey. Note: title report erroneously lists recording no.
200010117001672 for this vacation.
Scale:
City of Renton Benchmark No. 2123: Found USGS brass disc stamped
10. Mineral rights reserved by instrument recorded under no, 702271.
"0452". vertical in wall of post office. 1.5'E of Southwest
corner of building located in the Northeast quadrant of street
11-38. Tax matters.
2 0'
intersection of Houser Way and Williams. As per phone
conversation with Bob MacOnie on January 111, 2001.
39. Leaseholds, rights of vendors and tenants.
Elevation = 45.11 feet.
Site:
NOTE: INFORMATION NOTED ABOVE AND EASEMENTS DEPICTED ON SURVEY
Found brass plug in concrete incased.
ARE TAKEN FROM PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON,
At intersection of 4th & Shattuck Streets.
INC. TITLE ORDER NO. 424576, DATED APRIL 4, 2001.
Elevation = 29.61 feet.
WA
0
223 %
CIST
t L
XPIRES 12-15-2001
Q�pl. ower pole
30'
1`1
M
0�
X
00
a)
U)
Al Centerline
of asphalt
X5
6
Surveyor's Certificate:
To Corporation of the Catholic Archbishop of Seattle and
Pacific Northwest Title:
This is to certify that this map or plat and the survey
on which it is based were made in accordance with" Minimum
Standards Detail Requirements for the A.L.T.A./A.C.S.M. Land
Title Survey,"j ointly established and adopted by A.L.T.A.
and A.C.S.M. in 1999, and includes Items 5, 8, 10, and 11 of
Table A thereof, and pursuant to the Accuracy Standards of
a(n) (Urban. Surburban, Rural or Mountain/Marshland) Survey.
Date. -
Signed
Norman E. Larson P.L.S.
Registration No. 22338
Date of Survey: January 22, 2001
Dateof last Rev is ion: May 21, 2001
CentTe 33639 9th Avenue South
Federal Way, WA. 98003
Pointe (253) 661-1901
Surveying
DRAWN BY
0 Woods
CHECKED BY:
N Larsor
DAM Feb. 6. 2001
JOB NO.: 1776
SCA1Z- I" = 20'
4k
DRAWING NAME: 1776
0
ciry
OF Re�17-ON ARNG
MAYO 2
MCROr:
1-ILMEDFiECEIV,co
/INDEX DATA,
NW -SE 18, T23N, R5E, WM
SURVEY FOR
Pacific Engineering
4800 S. iBBth Street, Suite 360
Seattle, WA 9618B
KING COUNTY, WASHINGTON
SHEET I OF 3
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(253) 661-190i
Pointe
I
DRAWN BY. D Woods
-Surveying
CHECKED BY N Larson
DATE Feb. 6,
2001
JOB NO.: 1766
SCALL I " = 20
kW=====---;-m�
DRAWING NAME: 1766 A
/INDEX DATk- N,
NW -SE t8, T23N, R5E, WM
SURVEY FOR:
et, Suite 360
Seattle, WA 98188
KING COUNTY, WASHINGTON_
11 /
....00
,6,q-or�tl 1
-.,��---
-
-
Description
PARCEL 1:
Lots 4. 5, 6, and 7. Block 35, Smithers Second Addition
to the Town of Renton, according to the plat thereof
recorded in Volume 10 of Plats, page 28, in King County,
Washington:
PARCEL 2:
The portion of Lot 8, Block 35, Smithers Second Addition
to the Town of Renton, according to the plat thereof
recorded in Volume 10 of Plats, page 28, in King County,
Washington. described as follows:
Beginning at the northwest corner of said Lot 8: Thence
north 89'47' east 120.00 feet; Thence south 00*13' east
20.00 feet; Thence south 65*33'20" west 21.93 feet;
Thence south 89*47' west 100.00 feet; Thence north 00*13'
west 29.00 feet to the point of beginning;
PARCEL 3:
Lots 8 and 9, Block 35, Smithers Second Addition to the
Town of Renton, according to the plat thereof recorded in
Volume 10 of Plats, page 28, in King County, Washington:
EXCEPT that portion of Lot 8, described as follows:
Beginning at the northwest corner of said Lot 8; Thence
running east along the northerly boundary thereof to the
northeast corner of said Lot 8; Thence south 00'13' east
20 feet along the easterly boundary of said Lot 8: Thence
south 65*33'20" west 21.93 feet: Thence south 89*47' west
100 feet to the westerly boundary of said Lot 6: . Thence
northerly along the westerly boundary of said Lot 8 to the
point of beginning of this exception.
PARCEL 4:
Lot 9. Block 1, Smithers Fourth Addition to the Town of
Renton, according to the plat thereof recorded in Volume
11 of Plats, page 19, in King County, Washington.
PARCEL 5:
Lot 10, Block I Smithers Fourth Addition to the Town
of Renton, acco�ding to the plat thereof recorded in
Volume 11 of Plats, page 19, in King County, Washington.
PARCEL 6:
Lot 11, Block i, Smithers Fourth Addition to the Town
of Renton, according to the plat thereof recorded in
Volume 11 of Plats, page 19, in King County, Washington.
PARCEL 7:
Lot 12, Block 1, Smithers Fourth Addition to the Town
of Renton, according to the plat thereof recorded in
Volume 11 of Plats, page 19, in King County, Washington.
PARCEL 8:
Lot 13 and the north half of the north 20 feet of Lot 14,
Block 1, Smithers Fourth Addition to the Town of Renton,
according to the plat thereof recorded in Volume 11 of Plats,
page 19, in King County, Washington.
PARCEL 9:
The south 30 feet of Lot 14 and all of Lots 15, 16, 17,
and iB, Block i, Smithers Fourth Addition to the Town of
Renton, according to the plat thereof recorded in Volume 11
of Plats, page 19, in King County, Washington; EXCEPT those
portions of Lots 15 and 16. conveyed to the City of Renton,
for roads, by deeds recorded under King Couqty Recording
Numbers 7305iB0516 and 7305180517.
PARCEL 10:
Lots 7. B. 9. 10, 11, 12, 13. 14, and 15. Block 1. Smithers
Fifth Addition to the Town of Renton, according to the plat
thereof recorded in Volume 16 of Plats, page 33 in King County,
Washington; EXCEPT that portion of Lot 15 conveyed to the City
of Renton, for road, by deed recorded under King County
Recording Number 73051BO518.
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
4883, recorded under King County Recording Number 200101:17001672.
PARCEL 1i:
Lots 16 and the south half of Lot 17, Block i, Smithers Fifth
Addition to the Town of Renton, according to the plat thereof
recorded in Volume 16 of Plats, page 33, in King County
Washington: EXCEPT that portion of Lot 16 conveyed to tke City
of Renton, for road, by deed recorded under King County Recording
Number 7305:180515:
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
4883, recorded under King County Recording Number 20010117001672.
PARCEL 12:
The north half of Lot 17 and all of Lot 18, Block i, Smithers
Fifth Addition to the Town of Renton, according to the plat
thereof recorded in Volume 16 of Plats, page 33, in King County,
Washington;
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
48B3, recorded under King County Recording Number 20010117001672.
PARCEL 13:
Lots :19 and 20, Block i, Smithers Fifth Addition to the Town of
Renton, according to the plat thereof recorded in Volume 16 of
Plats. page 33, in King County, Washington;
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
4883, recorded under King County Recording Number 20010117001672.
PARCEL 14:
Lots 21 and 22, Block 1, Smithers Fifth Addition to the Town of
Renton, according to the plat thereof recorded in Volume 16 of
Plats, page 33, in King County, Washington:
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
4863, recorded under King County Recording Number 20010117001672.
PARCEL 15:
Lot 23, Block 1, Smithers Fifth Addition to the Town of Renton,
according to the plat thereof recorded in Volume 16 of Plats,
page 33. in King County, Washington:
TOGETHER WITH that portion of vacated alley adjacent, which
attached by operation of law, by City of Renton Ordinance Number
4883, recorded under King County Recording Number 200101:17001672.
PARCEL 16:
Lot 24, Block 1, Smithers Fifth Addition to the Town of Renton,
according to the plat thereof recorded in Volume 16 of Plats, page
33, in King County, Washington;
TOGETHER WITH that portion of vacated alley adjacent. which
attached by operation of law, by City of Renton Ordinance Number
4883, recorded under King County Recording Number 20010117001672.
CD
A,, L,.T..A,, /TOPOGRAPHIC SURVEY
A PORTION OF THE NWI/4 OF THE SEI/4 OF SEC, 1B, TWP, 23N., RNG. 5E., W�M�
CITY OF RENTON, KING COUNTY, WASHINGTON
"IT,
rick retaining
wa I
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CATCH BASIN
Rim 31.24
____6" CONC IE 29.12 SF-'
CATCH BASIN
Rim 31.63
6" CONC IE 29.53 NE
CATCH BASIN/'
Rim 31. 47
6 " CONC IE 30. 46 NE
STORM DRAINAGE MANHOLE
Rim 31 64
6" CON� IE 29.47 W
6: CONC IE 29.24 SE
6 DI IE 29.13 S
12 CONC IE 28.07 N
CATCH BASIN
Rim 31.37
6" CONC IE 30.27 NW
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telephone pole
CATCH BASIN
Rim 31,AB
6" CONC IE 29.56 NW—ti
SANITARY SEWER MANH
Rim 32 4A
18" CO�C IE 24.34 S
18" CONC IE 24-30 N
Found 4"x4" concret
with punched brass,
incased
STORM DRAINAGE MANHOLE
Rim 32.48
6"CONC IE 28.80? NW
411 PVC IE 28 40 S
6 CONC IE 27.88 NE SANITARY SEWER MANHOLE
6" CONC IE 27.82 SW Rim 33.37 0
8"PVC IE 26.99 S
12" CONC IE 27.14 S
12" CONC IE 27.09 W 8" PVC lE 26.38 N
151: CONC IE 26.96 N 8" PVC IE 26.31 E
12 CONC IE 26.90 E 8 PVC IE 26.24 W
STORM DRAINAGE MANHOLE
Rim 34.66
CATCH BASIN
Rim 31.78 12:: CONC IE 27.61 E
:12 CONC W
6" CONC IE 29.58 SW 12 CONC S
6"CONC IE 29.14 NW 12 CONC N
Nb W
)w S89-40-49"EI315.99- Gas pain
mark
*Gas 'paint Double yellow
mark
0
Found tack in
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concrete post,
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ncased
12 10
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"51 6" PVC IE 28.01 S
B" PVC IE 27.86 N
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Found brass disc
without markings
incased . Ties . Pk
nail cross straddles
and held calculated
position.
L 22338
IsTt
4
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EXPIRES 12 L 15-2001
I
If
0 20 40
1
Scate:
I " 2 0'
Legend:
S Monument found. Visited Jan. 17, 2001
"'P
,6� Power pole
Street signal junction box
Gas Paint mark
NQ = Gas marker post
0 = Telephone junction box
Q = Telephone pole
0 = Sign
C1 = Signal box
= Mailbox
= As noted in Title Report Notes
;7
t C e n tir e 33639 9th Avenue South
lmsvr___� Federal Way, WA. 98003
N
(253) 661-1901
Pointe
Surveying
DRAWN BY: D Woods
CHECKED BY. N Larson
DATE: Feb. 6. 200 1
JOB NO.: 1776
SCALE: I" = 20
DRAWING NAME: 1776
FINDEX DATk-
NW-SE 18, T23N, R5E, WM
SURVEY FOR:
Pacific Engineering
4800 S. 186th Street, Suite 360
Seattle, WA 98188
KING COUNTY, WASHINGTON
SHEET 3 OF 3
J u -C;,? -05
PHASE 11 PHASE
LLJ
r)
Lu
Cf)
SCHOOL
ADDITION
1-2
K-1
761-011
K-2
L411
II
'SCHOOL
OFFICE
77 copier (nic) AA
u
WORKROOM uJ
ail
7�T DID
0 m P I Me I 65,0A 4 19
SHOP
CONF
STORAGE
K-3
VOL
COUN
GYM STORAGE
0 0 0 �
L
GYMNASIUM
GIL
40
LOBBY
222 11 ELEV
ATHLETIC
STORAGE
STOR V XI
UST 21
KITCHEN ?20A E MEETING
216 JOTOILET 212 OFFICE
200
EXISTING PMC CORRIDOR
JUPDN
VESTIBULE OFFICE OFFICE TRY
219 OFFICE OFFICE
217 215 213 211 STAIRW
of ZID -/- 0 — 171J -u
Main Floor Plan
0 41 8' 121 6' 32'
(D
North
PE
W
.......................
ECEPT
WORK RM
WAITING
PMC ADDITION
LIBRARY
OFF 4 OFF 3 OFF 2 OFF I
o
I W-N,
NURSERY � STORAGE
KITCHEN
O'C T INIT INIT
C01-
R E IfLI
STOR
------------------ ---------
SOCIAL HALL
94 -0" - - -
CHILD LIT.
& BRIDES
I
9
8
6
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27 2
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ow
ME
N
PARVA
Project #: E001 0
Drawn by: MDS
Date: 04-26-02
Revision Date:
CHAPEL
OPEN
BELOW
COMPUTER LAB
STORAGE
(FUTURE CORRIDOR)
ART
DN
OFFICE
325
OFFICE
323
PHASE 11 PHASE
>a
LEARNING
RESOURCE CENTER
CHOIR RISERS
78'-0"
GYMNASIUM MECH
GYMNASIUM
BELOW
YOUTH
OPEN
MINISTRY
BELOW
"FLAT"
" ROOF
MUSIC ROOM
STAFF LOUNGE
MEETING
CHOIR PRACTICE
........... .......................
0
01
0 o
MUSIC STORAGE
WORK RM
YOUTH MIN
7
E C
OFFICE
MEETING
MEETING
LOBBY
322
ELEV
OFF 8 OFF 7 OFF 6
OFF 5
DN
WOMEN
316
MEN
314
CONFERENCE
312
OFFICE
KITCHEN MECH
LOFT
HIGH CEILING AT
OFFICE
310
$
SOCIAL HALL
7 CORRIDOR
+46'-10"
ROOF
DN
r
BELOW
OFFICE
311
OFFICE
321
OFFICE OFFICE
319 317
COPY
315
OFFICE
313
TD�N�
"FLAT" ROOF
STAIR 'A'
23'-2" ♦ 95"0"
Upper Floor Plan mmommmmmommmimm
0 4' 8' 12' 16' 32'
-00
-
- 94'-0"
HIGH
CEILING
"FLAT" ROOF
C, ICROF- ILM E D
+ 2
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HF (CIS I F h'F 1)
ARC ITC
L� L
ST TF OF W SIIIN
Project #: E0010
Drawn by, MDS
Date: 04-26-02
Revision Date:
North
aol
N
U)
0
Power pole
telephone pole
South 4th Street
'-P ht Light • m
standard standard WaterAft _ I meter
landscape
SW Parking
(D 0 10' 2('OW=3'0' 4(O'-q
North
Development
Lot (phase
I
Plan
P L A
N T
L E G
E N D
Symbol.
Plant
NameZ
Remarks
Existing Tree
Proposed Street Tree
Ornamental Garden Tree
Narrow Conifer Tree
Screen Shrub (Pyramidalis)
Ornamental Shrubs/
Groundcover Beds
Lawn
Key Mcp
Not .o scale
W ICROiFILMED
Date:
U�
a�6
CEMM7E NO.
Glenn Takagi
Landscape Architect
18550 Firlands Way No.
Shoreline, WA 98133
206.542.6100
FAX 206.54.611.28
Project ":
E0010
Drawn by:
MKL/JV/GT
Date:
3.15.02
Revised:
00.00.00
DEVELOPMENT FUNNING
CITY OF RENTON
MAY f ,a 2 7-2
REt, ftL-"'!-: D
[ISO
Sheet No.
Landscape
0
North
Development Plan — Main Campus (phase I and II)
Glenn Takapl
Landscape Architect
18550 Firlands Way No.
Shoreline, WA 98133
206.542.6100
FAX 206.54.611.28
Project ":
E0010
Drawn by:
MKL/JV/GT
Date:
3.1a.02
Revised:
00.00,00
L2nO
Sheet No.
Cu DSO
vault
L oh t
standard
Water
valve 0
2 Water Al valves
Cab.
i
handhole w/underg"< nd telephone
& cable television
OWNER TO ADJUST PROPERTY LINE 4'-0" TO THE SOUTH TO t
WIDEN EXISTING ALLEY TO 24'-0" TOTAL WIDTH -2o Qljeyt P�St°`me
P o�
Guy wire gb
as o t<
Power pole
EXISTING PORTABL S TO BE
REMOVED A --TER COMPLETION OF
PHASE If, PARKIN FOR 22
ADDITIONAL ARS (RECONFIGURE 8
SHOWN BE OW)
meter
8 U�
PLAYGROUND & PARKING
FIRE LANE FOR 19 CARS AND VAN
ACCESSIBLE STALLS
2 ACC
EXISTING SCHOOL
CONC. SEAT _
WALL
SCULPTURE OR
FOUNTAIN
EXISTING LANDSCAPE
TO REMAIN
t��ephone
:cult +
4a,
S1REE TREE va
PHASE II
NEW
SCHOOL
;7 FACILITY
BENCH
TYP.
Light
standard CI N LINK FENCE
Water o W,/ PLASTIC SLATS
valve
0
Water
valve
Y'h`atar
meter
CHAINLINK FENCE
PLAY AREA AND
PARKING FOR 5 —
CARS 1312 S.F.
10 10C 10c 1C
CC = FIRE LANE
BENCH a Cl-
BE
Power
*ole
O
Q
,�Yte
C
L—
O
Y
Woter
meter
R ISED D
CORATIVE
PAVEMENT
a PHASE 1
NEW SOCIAL HALL,
GYMNASIUM AND
,,,PARISH OFFICE
LPTURE TYP.
OUNT IN �...�'� Fl,�
i tion V Transformer
P
EXISTI MG LA vDSCAPE
y TO REMAIN
water
vault
Water Y SIDEWAL{.
FF n
EXISTING STREET
TREE (TYP.)
IQsh,
standarC
TREE WaterA
valve
significant Tree Removial Plan
0 10' 30 45' 60 120'
North
P L A N
T L E G E N D
S_Nrp�ol.
Plant Namef Remarks
Guy wire anchor
Power pole O
Existing Tree to Remain
E
Existing Tree to be Removed
Proposed Street Tree
EXISTING BUSINESS
Ornamental Garden Tree
Narrow Conifer Tree
®
Screen Shrub (Pyramidalis)
Ornamental Shrubs/
Groundcover Beds
106 S.F. 101 S.F. J
1�f884 S.P. PKCs.
PARKING FOR LANDSCAPE REQUIRED: 895
1174 S.F. 52 CARS LANDSCAPE PROVIDED: 1406
FLAGSTONE PAVING
CONC. BOLLA `RID _
�4 lrrigatlon 6' 0" D. C. TYP.
control boxes
RAISED DECORATIVE
PAVEMENT
r09
e
South 4th Street
- — 9hA!" t
standard
EW^
TREE
PROPOSED STREET
TREE (TYP.)
Z
X
W
25 S.F,
I
PARKING FOR. 9524 S.F. PKG.
29 compact LANDSCAPE REQUIRED: 411 S.F.
CARS LANDSCAPE PROVIDED: 1106 S.F.
EXISTING LANDSCAPE
TO REMAIN
2 Irrigation
control boxes
CONC. BOLLARD
6' 0" 0. C. TYP.
EXISTING CHURCH
1106 S.F.
Water
.valve
Y
Power pole
telephone pole
Wa' ter
meter
0
Water
meter
)III1111FIght
standard
Power
vault
L]
2443 S.F.
1c
22,014
LANDS.
485 S.F.
�3a�3�3a
914'iPdiN�t� TN �� � O 73�134
South 4th Street
PHASE I COMPLETION 12
PARKING FOR 75 CARS AFTER
40 S.F.
3.F
1c
'702 S.F. 11
IRE 111 F.
IDED. 499 S.F.
Light R Water
M
standard meter
WIB
pa
O
V Z g<` O
0.
•:0.
:E�36
919nn Takagi
Landscape Architect
18550 Firlands Way No.
Shoreline, WA 98133
206.542.6100
FAX 206.54.611.28
Project #: E0010
Drawn by: MKL/JV/GT
Date: 3,15.02
Revised: 00.00.00