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NOTES PLANS WILL NOT BE ACCEPTED FOR A PERMIT WITHOUT THE FOREGOING INFORMATION.
EX. DRAINAGE DITCH --��
'LOCATED ICI SECTION 24, T23N, R4E, W.M.
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A3
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** AFTER EACH SECTION HAS APPROVED THE PROPOSED CONSTRUCTION, THE REQUIRED PERMITS WILL BE ISSUED
IE(EX 19.61
RENTON,- WASHINGTON
m
_
o•
°'
o AND THE BUILDER'S COPY OF THE APPROVED PLAN TURNED OVER TO THE APPLICANT. THE BUILDER`S COPY MUST
BE AVAILABLE TO INSPECTORS AT THE JOB SITE AT ALL TIMES.
EX. LIGHT
�s E 1G EX. 28 LF 18 "0 EX. W. END 12
DETAILS
S1
FOUNDATION PLAN
>k SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, PLUMBING, ELECTRICAL, SEPTIC TANKS, SIGNS,
POLE
T ADS @ 1.07 RCP EL. 21.72
"m
ROOF FRAMING PLAN
REFRIGERATION EQUIPMENT, SEWER HOOK -UPS AND OFF -SITE IMPROVEMENTS, SUCH AS SIDEWALKS, CURBS AND
GUTTERS, WATER MAINS, CURB CUTS FOR DRIVEWAYS, STORM DRAINAGE, STREET LIGHTING AND STREET SIGNS.
NOTES
. 69 LF 18
�s
DETAILS
** THE BUILDING INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF
EX. CB RIM EL= 23.64'
"`k'lRCP-,@.,1.71%
�" 1,
C'9CA�.
Z
REQUIREMENTS OF BUILDING, PLUMBING, HEATING, ELECTRICAL, OCCUPANCY, FIRE RESISTIVE CONSTRUCTION PARKING
18 PVC NVN EL =19 94
EX. 1�'% 30' R� -
O SIGNS AND ANY OTHER BUILDING REQ!AREMENTS NOT SPECIFICALLY PROVIDED FOR BELOW. 18" PVC :NV,E.EL= 19.89' yy PVf'
a ** THE FIRE DEPARTMENT WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT OF REQUIREMENTS FOR 18" RCP INV.W.EL= 20.54' EX. CURE
t� 3 FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, FIRE HYDRANTS, FIRE LANE ACCESS AND FIRE EXITS. 'y
Z = EX. 5.0' i yam, i
Q o ** THE PUBLIC WORKS INSPECTION/PERMITS SECTION WILL BE RESPONSIBLE FOR THE INSPECTION AND ENFORCEMENT LAMP CONT. BOX BIKE '
Cl- = OF REQUIREMENTS FOR GRADE AND DRAINAGE, CURBS, GUTTERS, SIDEWALKS, ACCESS AND EGRESS FROM PARKING EX, LAMP POLE
X Z AREAS, WATER SERVICE, SANITARY SEWERS, SIDESEWERS, STORM DRAINAGE, STREET LIGHTING, AND STREET SIGNS.
NO NEW OIL HEATING SYSTEMS WILL BE ALLOWED IN THE AQUIFER PROTECTION AREAS.
C_j �' #* A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL DEPARTMENTS HAVE GIVEN FINAL APPROVAL. /
° ~•-�
Z � RELOCATE POLE, JUNCTION 80X f
AND CONTROLLER IN PROPOSED r
z to LEGEND SEE SHTS C2 & C3 FOR EASEMENT AS SHOWN r
CkE r
L a 0. NEW UTILITIES EX. CB RIM EL= 25.20' r
m o DESCRIPTION NEW # EXISTING 18" PVC INV.N.EL- '9.94' S' L/S r EX. RISER -
O ° 18" PVC INV.E.EL- "9.89' ,r
_ ROOF DRAIN F#8 8 PVC INV.E.EL= 21.4C'(� STORM SEWER ___gp -- C SCH 40 CO ,SANITARY SEWER - - -ss -- UND (1) E�!FH 3WATER - - - W - - SCH 40 CO SPARE r r r /
FIRBOLLARDS YDRANT EX. CB RIM EL= 26.13'
WATER VALVE 18" PVC INV.N.EL= 21.28' r i
18" PVC INV.S.EL =21 -08'
WATER METER ®
CATCH BASIN ❑ SEE JUNCTION BOX SERVICE
o STORM MANHOLE OO SCHEDULE ON G203
L•'•- Z s SEWER MANHOLE O PROPOSED LIGHT POLE` r
O 3 AC PAVING IN PROPOSED ESMT.
Z a EX. EDGE OF r
F-- W CONC. SIDEWALK I -' -
ASPHALT�;/
C> \° LANDSCAPING
S �
m EX. LIGHT
EXIRUDED CURB m POLE / �H
CONC. RETAINING WALL
FENCE DETENTION/
° WET POND/
NOTE: INSTAL ALUMINUM DAVIT STYLE LIGHT NATURAL/ gyp-
�= STD. WITH 250 W HPS VAPOR /LUMINAIRE & LAMP LANDSCAPIN !� S
3 35 MOUNTING HEIGHT, MAST ARM LENGTH = 9.5'
t
o LUMINARIES TO BE M -C -III DISTRIBU11ON FLAT LEWS
GE M25OA2 WITH CUTOFF OPTICS F
POLE ID # 5006F
I /, r i• .
S 69'31'09• E 1'
11.12'
EX CB
_�
IE. =2231
EX FH��H�';
EX 18"
y
O EX WMH
TOP =25 82 c I
TOP /PIPE 2C 3. /
_ —-
EX WMH
TOP - °6
a IE= 24H
a L06 CONIC
� `a \\
EX SSMH S ?SS
° = 88'49'46" = 21'10'10" / RIM =26.01 EX 8° �23' k
R = 15' R = 352.11LX E =19.51 FVC
L= 23.26' L= 130.10'E.O.P 77�8>
TH S AREA SUBJECT TO: tit\
EASEMENT GRANTED TO PUGET SOUND - EX UP & 11-
EASEMENT
I POWER & LIGHT COMPANY, FILED GUY ANCHOR `�
IIAIIIFR RCfi'1Rlllf\I(' P.1116dFFR SRF1�Sd Rn.
O
SHEET INDEX
SHEET
TITLE
SHEET
TITLE
Cl
SITE PLAN
A3
OFFICE FLOOR PLANS
C2
WATER & SEWER PLAN
A4
RLFLLGILU CEILING PLANS
C3
STORM DRAINAGE & GRADING PLAN
A5
BUILDING DETAILS
C4
DETAILS
S1
FOUNDATION PLAN
C5
SECTION & DETAILS
S2
ROOF FRAMING PLAN
C6
NOTES
S3
DETAILS
C7
T.E.S.C.
S4
PANEL ELEVATIONS
C8
T.E.S.C. NOTES & DETAILS
S5
PANEL ELEVATIONS
C9
DETAILS
S6
PANEL ELEVATIONS
C10
DETAILS & STORM SECTIONS
S7
DETAILS
C11
ELECTRICAL DETAILS
S8
SECOND FLOOR FRAMING PLAN
C12
ELECTRICAL DETAILS
S9
STRUCTURAL NOTES & DETAILS
C13
ELECTRICAL DETAILS
S10
DETAILS
Al
FLOOR PLAN
L1
LANDSCAPE PLAN
A2
EXTERIOR ELEVATIONS
L2
IRRIGATION PLAN
4f /Z4► it rEa_&.m_2dpp&
•v Sw _�_l
EX 12" W --/
EX EP
DUMPS R/
RECYCLE ��' NEW 5.0
BIKE LANE
SCREENED) /- 5' CONC.'
PED. WALK
A = 05'34'54
R = 905.37'
L = 88.20'
EX. EDGE
/ ASPHALT
/
Rift /
N
i
1
WIT l-L %", ....
(S 33'18'12°
--
i- 65.83' - S
(N 8813-14-E)-
EX ooh
�'�� , /rte
Q NEXTEL COMMUNICATIONS LEASE AREA
t
(20'X30'). 11'X20' PRE - MANUFACTURED
BUILDING PLACED 5' FROM SCHOBER
a
BUILDING.
SETBACK INCREASE ..__.------- -- ---------
Q2 QWEST COMMUNICATIONS LEASE -AREA
rn
(20'X36). 12'X24' PRE - MANUFACTURED
-48,000 SF (1) STORY
BUILDING PLACED 5' FROM SCHOBER
BUILDING.
PERCENT SITE COVERAGE
S
0 = 01'36.56'
PARKING REQUIRED:
R = 905.37'
L = 25.53'
(10.152 SF)(3) /1.000
EXIST NEW
WHSE /STORAGE . -- __
GUARDRAIL tt XT PANEL
RAMP ® 1:12, 30'
INTERIOR
0
a
TOTAL RISE
1 -5
TNT EXIST.
S 6653'08 W
EXIST. PAVED AREA -.. ------ - - _- ...18,200
SF
15.09'
TOTAL PAVING / WALKS
63,821 SF
TOTAL AC PAVED AREA
57,182 SF # INCLUDING
EX FH
TOTAL IMPERVIOUS ..._.._ _..._..110,079
SF FUTURE 2 -STORY
PARCEL NUMBERS:
•
r
�l
SWITCH NI/
1 1
DATUM:
LEGAL DESCRIPTION
I�
I
SLAB .
✓6
%�\ F
/
ELEVATION 19.65, TOP OF MONUMENT
BLOWER UNIT' a4�
AVE. SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854
EX. SHED
(TO REMAIN)
BENCHMARK NO. 1:
FINEWAVA
/
e a
• / " "9
CANO
}/
(S 33'18'12°
--
i- 65.83' - S
(N 8813-14-E)-
EX ooh
�'�� , /rte
Q NEXTEL COMMUNICATIONS LEASE AREA
t
(20'X30'). 11'X20' PRE - MANUFACTURED
BUILDING PLACED 5' FROM SCHOBER
a
BUILDING.
SETBACK INCREASE ..__.------- -- ---------
Q2 QWEST COMMUNICATIONS LEASE -AREA
rn
(20'X36). 12'X24' PRE - MANUFACTURED
-48,000 SF (1) STORY
BUILDING PLACED 5' FROM SCHOBER
BUILDING.
PERCENT SITE COVERAGE
S
0 = 01'36.56'
PARKING REQUIRED:
R = 905.37'
L = 25.53'
(10.152 SF)(3) /1.000
EXIST NEW
WHSE /STORAGE . -- __
GUARDRAIL tt XT PANEL
RAMP ® 1:12, 30'
INTERIOR
0
a
TOTAL RISE
1 -5
TNT EXIST.
S 6653'08 W
�9 A RENTON
9 i
E
U
405+
C>
7 N
SOUTHCENTER rrri Z
CMU
VICINITY MAP
SITE DATA: 1' =2400(±)
CORNER DATA SITE AREA -------- -.- - -.- ._.3.29 AC, 143,348 SIF
t
Ci N.T.S. ZONING -- 1M
OCCUPANCY . .. ........... ........ ._.$ S1. Ft
S 0418'03' E V1 CONSTRUCTION ------------------------------------------ 5N SPRINKLERED `
14.69' SETBACKS (REQUIRED):
L FRONI- -------------------------------------------------- 20' ARTERIAL, 15. OTHER F
S 6653'08' E -yam SIDE - -- -.. - - -... -- -- -NONE
14.10' t� SIDE STREET -.. -20' ARTERIAL, 15' OTHER
O = 01'06.11' REAR- - - -- -- -- -- -- --- - -- - -- - -- _.. -_. - - -- -NONE RECC
R = 1134.00' SETBACKS (PROVIDED):
L = 21.83' �_ NORTH -------------- -- - -60' ( +) + R.O.W. BY
SOUTH -. -25' + R_0-W.
EAST ..._. - _ -60' + + R.O.W.
WEST ----------------------------------------- 60' �+� + R.O.W. BY
BUILDING AREA
EXISTING. -. .. 10,329 SF + 1,448 SF 2ND FLR
o� -yam EXPANSION........................... ................ 34,309 SIF + 5.172 � 2ND FUR
ALLOWABLE BUILDING AREA-
FIRE LANE
BASIC ...................................... . . .__ ..8,000
SIF
SPRINKLER INCREASE
-.3007 (1) STORY
p
SETBACK INCREASE ..__.------- -- ---------
_1007
rn
ALLOWABLE AREA . :........... ---
-48,000 SF (1) STORY
64,000 SF (2) STORY
PERCENT SITE COVERAGE
31 -27
PARKING REQUIRED:
EXISTING EXPANSION
OFFICE ------------ ... _ .
(10.152 SF)(3) /1.000
H/C ACCESSIBLE
WHSE /STORAGE . -- __
5,777 SF /1,500 19,127 SF /11,500
RAMP ® 1:12, 30'
MFG
6,000 SF /1,000 12,000 SF /1,000
TOTAL RISE
TOTAL -. --
PARKING PROVIDED .. - ...65
- -fit SPACES .
SPACES (4 H /C, 11 COMPACT)
S 6653'08 W
EXIST. PAVED AREA -.. ------ - - _- ...18,200
SF
15.09'
TOTAL PAVING / WALKS
63,821 SF
TOTAL AC PAVED AREA
57,182 SF # INCLUDING
EX FH
TOTAL IMPERVIOUS ..._.._ _..._..110,079
SF FUTURE 2 -STORY
PARCEL NUMBERS:
OFFICE
y
242304 -9037, 242304 -9134, -9028
SEE SHEET C5 FOR
DATUM:
LEGAL DESCRIPTION
ELEVATIONS REFER TO CITY OF RENTON
DATUM (NAVD 1988) AND ARE BASED ON
XF
ELEVATION 19.65, TOP OF MONUMENT
IN CASE AT THE INTERSECTION-OF OAKESDALE
AVE. SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854
BENCHMARK SET FOR SITE USE AS FOLLOWS:
BENCHMARK NO. 1:
MATCH EXISTING
TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE
A = 04'30'49' GRADES PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175
R = 2308.00' FLT NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF
L = 181 -82' HIGHWAY 405, ELEV. 25.02
/ F R S,� 16 SCHORER, INC. EXPANSION ,. of wHoF
%nl
,-EX F 15' R e° S 34'00'37' E OWNER INFORMATION• 1400 MONSTER ROAD S.W.
;EX RENTON, WA !�
i /W9' 7.03'
LLC
ATTN: MR. DENNIS SCHOBER
- 12 ' W TYP. / EX UTILITY POLE 1400 MONSTER ROAD S.W.
'o M WITH 4" EC CROP RENTON, WA 98055
DOWN NORTH SIDE PH (425) 255 -4000 X 26
MATCH EXISTING FAX (425) 277 -1872
E =20.42 MATCH EXIST. GRADES
IE (6" E) =20.52 GRADES 0 RQ/
p = 59'51'00" A (nP) 61E: PROJECT SURVEYOR SHALL STAKE BUILDING PERIMETER AND LANDSCAPING PROVIDED:
EX 6" 'VC R = 183.84' /CONFIRM NEW ADDITION FOOTPRINT GEOMETRY (BEARINGS AND INTERIOR_..__._ ....._.....- ._.._.- ._ ......... .......7,336 SF
NOTE DISTANCES), RELATION TO EXISTING STRUCTURE, AND SETBACKS PERIMETER 18,320 SF
EXISTING BUILDING IS REQUIRED EX UTILITY POLE --/ FROM PROPERTY LINES PRIOR TO ANY FURTHER CONSTRUCTION NATURAL /POND _.._ _ . ...... ... ................9,180 SF
ACTIVITY. REPORT ANY DISCREPANCIES OR CONCERNS TO POE
TO BE SPRINKLERED AS PART ENGINEERING, INC. IMMEDIATELY.
OF THE EXPANSION CONSTRUCTION BUILDING HEIGHT:
EXTEND FROM NEW EXPANSION SITE PLAN
INTO EXISTING BUILDING (PLAN NORTH) 32'-0"
( -)
i " =30'
s
c -
'... p ; 2z ' �' • �.. • 3%
r SIT..^ ..i
bNgL
SITE PLAN 3�✓ I I
s /T /o2
POE Engineering, Inc.
CIVIL & STRUCTURAL ENGINEERING /CONSULTING
1314 8TH STREET NE, SUITE 102
AUBURN, WASHINGTON 98002
(253) 833 -4052 / FAX (253) 833 -4053
Cl OF 10
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