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CITY OF SEATTLE WATER PIPEUNE
ESM,TT.. REC. NO. 3612021
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N MISSION /DISTRIBUTION
ES RE29 NO. 5174699x_
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SURVEY UNE OF 250' BPA
R/W PER K.C.S.P. REC. NO.
8107299002
BOUNDARY NOTE
PRECONSTRUCTION/
FOR COMPLETE BOUNDARY INFORMATION, REFERENCE
INSPECTION NOTIFICATION
RECORD OF SURVEY FILED UNDER KING COUNTY
CITY OF RENTON DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT,
RECORDING NUMBER 20110603900003.
DEVELOPMENT SERVICES
4.8 ACRES
1055 SOUTH GRADY WAY
LEGAL DESCRIPTION
RENTON, WA. 98057
NAIL AND WASHER REBAR AND CAP
PH: (425) 430 -7200
PER CHICAGO TITLE INSURANCE COMPANY
E:1303088.2463
ORDER NO: 001322110 DATED:MAY 20, 2011
OWNER CIVIL ENGINEER
LOT 1, CITY OF RENTON SHORT PLAT NUMBER 070-80 (ALSO
RENTON SCHOOL DISTRICT AHBL, INC.
KNOWN AS NELSON MIDDLE SCHOOL SHORT PLAT),
7812 S 124TH ST 2215 NORTH 30TH STREET
RECORDED UNDER RECORDING NUMBER 8107299002, IN
SEATTLE, WA 98178 SUITE 300
KING COUNTY, WASHINGTON.
PH: (425) 204 -4403 TACOMA, WA 98403
ELEVA55.92
CONTACT: RICK STRACKE PH. (253) 383 -2422
BASIS OF BEARING
FAX (253) 383 -2572
ARCHITECT CONTACT: ADAM BRAUN, P.E.
WASHINGTON STATE COORDINATE SYSTEM, NORTH GREENE - GASAWAY ARCHITECTS BILL FIERST, P.E.
ZONE NAD83191 P.O. BOX WA 4158 SURVEYOR
CITY OF RENTON SURVEY CONTROL POINTS FEDERAL WAY, WA. 98063
#895 PH: (253) 941 -4937 AHBL, INC.
FOUND 3" DOMED BRASS DISK STAMPED'TOWNSEND FAX: (253) 941 -5122 2215 NORTH 30TH STREET
AND ASSOC. LS 9634. N 1/4 CORNER SEC. 29 CONTACT: TONY MATIATOS SUITE 300
N 170706.004 (52031.294m) E 1303177.356 (397209.253m) OWNER'S TACOMA, WA 98403
ELEV. 408.87 (124.625m) PH. (253) 383-2422
83-25 FAX (253) 1L0 REPRESENTATIVE C N I AC T3 DAVID FOLLANSBEE, P.L.S.
" #1863
*AHB L s FOUND 1/8" COPPER PIN ON CONCRETE POST GREENE - GASAWAY ARCHITECTS
s MONUMENT IN CASE LOCATED AT SE. 168th ST. AND 116th P.O. BOX 4158
AVE. SE. FEDERAL WAY, WA. 98063
A N 167989.621 (51203.339m) E 1305752.846 (397994.264m) PH: (253) 941 -4937
ELEV. 139.927m FAX: (253) 9415122
CONTACT: TONY MATIATOS
VERTICAL DATUM
CITY OF RENTON, NAVD 88
GRAPHIC SCALE BENCH MARK:
CITY OF RENTON SURVEY CONTROL POINT #895.
0 50 100 200 FEET (SEE BASIS OF BEARINGS NOTE FOR DESCRIPTION)
ELEV. 408.87 (124.625m)
7' =100 FEET E.S.C. SUPERVISOR
T.B.D.
PROPERTY LINE
SITE ADDRESS
15' CITY OF RENTON
UTIUTIES EASEMENT
REC. NO. 8501030454
5' BUILDING
SETBACK
AHBL 123
NAIL AND WASHER
N: 169684.6773
E: 1302807.2996
ELEV: 454.25
N88° 13'31"E
30.06'
60.00'
RAN
- 60.00' RAN
�N1 °44'07 "E
15' BUILDING 168.61'
SETBACK
150 N:169476.9094.
Fr� E: 1303088.2463
-T -� -_ `�`Il`E MAP 60.00' RAV REBAR AND CAP ' I W , ELEV: 452.17
15' BUILDING N: 169344.2636
-- SETBACK SCALE: 1" =100' E: 1302898.9395
ELEV: 460.99
AUTOCAD FILE PRECONSTRUCTION NOTES TITLE REPORT NOTES
AN AUTOCAD DRAWING FILE IS AVAILABLE TO 1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE THE FOLLOWING TITLE REPORT EXCEPTIONS ARE NOTED, BUT CANNOT BE
. PLEASE NOTE MAPPED:
ASSIST WITH SITE LAYOUT SERVICES DIVISION LAND USE INSPECTION
DEVELOPMENT SE C S
THAT ELECTRONIC FILES ARE PROVIDED FOR SECTION (425) 430 -7200, THREE DAYS PRIOR TO THE EXCEPTION 7, RECORDING NO. 20050513001116, IS A UTILITIES EASEMENT 10
CONTRACTOR'S CONVENIENCE AND SHALL BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION FEET WIDE AND CENTERED UPON THE GRANTEES FACILITIES AS
NOT REPLACE NOR BE USED TO SUBSTITUTE CONFERENCE AND SPECIFICALLY REQUEST CONSTRUCTED OR TO BE CONSTRUCTED. THIS EASEMENT IS DEFINED BY
THE CONTRACT DOCUMENTS. THE THE LOCATION OF THE ELECTRICAL FACILITIES.
CONTRACTOR IS RESPONSIBLE FOR PROJECT INSPECTION BEFORE BEGINNING: • EXCEPTION 8, RECORDING NO. 4132659, IS A RESERVATION OF MINERAL
LAYOUT ACCORDING TO CONTRACT A. INSTALLING SILTATION AND EROSION CONTROL MEASURES RIGHTS WITHIN THE PROPERTY UPON THE SALE OF THE PROPERTY. PUGET
DOCUMENTS AND COST FOR ELECTRONIC B. CLEARING AND GRUBBING SOUND POWER AND LIGHT COMPANY RETAINED THE RIGHT TO MINE,
AUTOCAD FILES. C. EARTHWORK QUARRY, AND PROCURE COAL, OIL, AND MINERALS BELOW THE SURFACE.
PHONE: (253) 383 -2422 D. INSTALLATION OF ANY UNDERGROUND UTILITY EXCEPTION 11, RECORDING NO. 5169416, IS A SLOPE EASEMENT FOR CUTS
FAX: (253) 383 -2572 E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES AND FILLS ON THE PROPERTY ASSOCIATED WITH SE 164TH STREET. THE
CONTACT: ADAM BRAUN, P.E. F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE EXTENT OF THE SLOPES WOULD BE DETERMINED BY FUTURE ROAD
IMPROVEMENTS.
• TRENCH NOTE EXCEPTION 12, RECORDING NO. 20031013000893, ESTABLISHED CONNECTION
CHARGE RATES FOR BENEFITED PROPERTIES DUE TO THE INSTALLATION OF
A NEW WATER MAIN.
c
before you dig.
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR
OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT SHALL BE
SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET
THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY
AND HEALTH ACT, CHAPTER 49.17 RCW.
SPRING GLEN SCHOOL
2607 JONES AVENUE SOUTH
RENTON, WA. 980555102
UTILITIES
WATER CITY OF RENTON
PH: 1-425-430-728+ 440D
TELEPHONE CENTURY LINK
PH: 1-800 -244 -1111
POWER PUGET SOUND ENERGY
PH: 1- 888 -321 -7779
GAS PUGET SOUND ENERGY
PH: 1 -888- 321 -7779
ONE CALL 1- 800 -424 -5555
SITE INFORMATION
PARCEL#
292305 -9061
PARCEL AREA:
29.27 ACRES
1
APPROX. 211,000 SQ FT,
PROJECT AREA:
4.8 ACRES
TEMPORARY BENCHMARKS
AHBL 117
AHBL 147
NAIL AND WASHER REBAR AND CAP
N:169476.9094
N:169329.7232
E:1303088.2463
E:1302429.6437
ELEVA52.17
ELEV:444.41
AHBL 121
AHBL 149
NAIL AND WASHER NAIL AND WASHER
N:169542.6164
N:169310.2887
E:1302702.5952
E:1302135.4601
ELEVA55.92
ELEV:425.26
AHBL 123
AHBL 150
NAIL AND WASHER REBAR AND CAP
N:169684.6773
N:169344.2636
E:1302807.2996
E:1302898.9395
ELEVA54.25
ELEVA60.99
UTILITY NOTE
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VICINITY MAP
NOT TO SCALE
LEGEND
SHEETINDEX
DRAWING
NUMBER
SHEET
NUMBER
SHEET TITLE
CO.0
1
COVERSHEET
C1.0
2
OVERALL TESC AND DEMOLITION PLAN
C1.1
3
TESC AND DEMOLITION PLAN
C1.2
4
TESC AND DEMOLITION PLAN
C1.3
5
TESC AND DEMOLITION PLAN
C1.4
6
TESC AND DEMOLITION NOTES AND DETAILS
C1.5
7
TESC AND DEMOLITION NOTES AND DETAILS
C2.0
8
OVERALL GRADING AND STORM DRAINAGE PLAN
C2.1
9
GRADING AND STORM DRAINAGE PLAN
C2.2
10
GRADING AND STORM DRAINAGE PLAN
C2.3
11
GRADING AND STORM DRAINAGE PLAN
C2.4
12
PORTABLES GRADING AND STORM DRAINAGE PLAN
C3.0
13
OVERALL UTILITY PLAN
C3.1
14
WATER AND GAS PLAN AND PROFILE - WEST
C3.2
15
WATER PLAN & PROFILE - EAST & SOUTH
C3.3
16
SANITARY SEWER PLAN AND DETAILS
C3.4
17
10 -INCH WATER PLAN & PROFILE
C3.5
18
10 -INCH WATER PLAN & PROFILE
C4.0
19
OVERALL HORIZONTAL CONTROL AND SURFACING PLAN
C4.1
20
HORIZONTAL CONTROL AND SURFACING PLAN
C4.2
21
HORIZONTAL CONTROL AND SURFACING PLAN
C4.3
22
HORIZONTAL CONTROL AND SURFACING PLAN
C5.0
23
OVERALL FRONTAGE IMPROVEMENT PLAN
C5.1
24
S 27TH ST SIDEWALK IMPROVEMENTS
C5.2
25
S 27TH ST FRONTAGE IMPROVEMENTS
C5.3
26
JONES AVE S FRONTAGE IMPROVEMENTS
C6.1
27
STORM DRAINAGE DETAILS
C6.2
28
RAINGARDEN AND DRAINAGE NOTES AND DETAILS
C6.3
29
WATER NOTES AND DETAILS
C6.4
30
DETAILS
C6.5
31
PAVING AND PARKING LOT DETAILS
C6.6
32
PAVING AND ROAD DETAILS
C6.7
33
PAVING AND HANDRAIL DETAILS
C6.8
34
2 CARTRIDGE CATCH BASIN STORMFILTER DETAIL
C6.9
35
DETAILS
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN ETROLEUM PRODUCTS
N ,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL,
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ORDER, OR STANDARD.
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
G S
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
PERMIT SET
Checked for Co q pliance to City Standards
9 /
Ab art 4f le Zel4
EXISTING DESCRIPTION PROPOSED
LIGHT
-0- POWER/TELE POLE
E- GUY WIRE
TELEPHONE MH
o TELEPHONE RISER
❑ CATCH BASIN ■
O STORM DRAIN MH
O SANITARY SEWER MH
SIGN i
b HYDRANT
FIRE DEPT. CONNECTION Y
WATER VALVE H
w WATER METER
POST INDICATOR VALVE
• 1 WIRE FENCE
-0-0-0- CHAIN LINK FENCE -X-X-
.
WOOD FENCE
ELEV- - CONTOURS ELEV
CONSTRUCTION LIMITS ■ ■ ■ ■ E ■ ■ ■ ■ ■ N ■ W
SILT FENCE - X X -
'J - - STORM DRAIN LINE D
YV- - WATERLINE W
- - FIRE SERVICE F
S- - SANITARY SEWER LINE S
- - TELEPHONE LINE
-I- - IRRIGATION LINE
RAINGARDEN
EARTHWORK INFORMATION
APPROX. 4,600 CUBIC YARDS CUT
APPROX. 4,500 CUBIC YARDS FILL
NET: APPROX. 100 CUBIC YARDS EXPORT (HAUL)
NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMUTING
PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE
CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION.
ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE.
CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT
APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
IMPERVIOUS AREA
NET INCREASE IN IMPERVIOUS AREA = APPROX. 28,000 SF OR 0.64 ACRES
0
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SITE IMPROVEMENTS
RENTON SCHOOL DISTRICT miNn x¢
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AS NOTED
M0Rm0N°`
DATUM
$: >•3- CITY OF
.� RENTON
Planning /Building /Public Works Dept.
CITY OF RENTON PERMIT RESUBMIITAL COMMENT
ACB
3 31 14
WJF
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'A BRAUN
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ADDENDUM NO. 4
ACB
1 2814
WJF
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ADDENDUM NO. 3
ACE!
1 24 14
WJF
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it
ADDENDUM NO. 1
ACE
1 17 14
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NO.
REVISION
BY
DATE
APPR
nnurnvr
EXISTING DESCRIPTION PROPOSED
LIGHT
-0- POWER/TELE POLE
E- GUY WIRE
TELEPHONE MH
o TELEPHONE RISER
❑ CATCH BASIN ■
O STORM DRAIN MH
O SANITARY SEWER MH
SIGN i
b HYDRANT
FIRE DEPT. CONNECTION Y
WATER VALVE H
w WATER METER
POST INDICATOR VALVE
• 1 WIRE FENCE
-0-0-0- CHAIN LINK FENCE -X-X-
.
WOOD FENCE
ELEV- - CONTOURS ELEV
CONSTRUCTION LIMITS ■ ■ ■ ■ E ■ ■ ■ ■ ■ N ■ W
SILT FENCE - X X -
'J - - STORM DRAIN LINE D
YV- - WATERLINE W
- - FIRE SERVICE F
S- - SANITARY SEWER LINE S
- - TELEPHONE LINE
-I- - IRRIGATION LINE
RAINGARDEN
EARTHWORK INFORMATION
APPROX. 4,600 CUBIC YARDS CUT
APPROX. 4,500 CUBIC YARDS FILL
NET: APPROX. 100 CUBIC YARDS EXPORT (HAUL)
NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMUTING
PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE
CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION.
ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE.
CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT
APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
IMPERVIOUS AREA
NET INCREASE IN IMPERVIOUS AREA = APPROX. 28,000 SF OR 0.64 ACRES
0
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