HomeMy WebLinkAboutR-40280100
I
1
w
z
O
Q
>
O
z
W
�rr
V i
0
w
a
J
n
J
O
O
U
0
w
J
C0
G
0
z
CU
G
LO
0
a2
N
lil
Q
Z
w
\-POINT 369
n
�OINT 57
N
GRAPHIC SCALE
0 50 100 200
1" = 100 FEET
SITE MAP
SCALE: 1 "=100'
y� J ,
py tPA,Sgj��l,1
1306
SHEET INDEX
SHEET
NUMBER
SHEET TITLE
C1.0
COVER SHEET
C1.1
STUDENT ACCESS
C2.0
TESC & DEMOLITION PLAN
C2.1
TESC & DEMOLITION PLAN
C2.2
TESC & DEMOLITION PLAN
C2.3
TESC & DEMOLITION PLAN
C2.4
TESC NOTES & LEGEND
C2.5
TESC NOTES & DETAILS
C2.6
TESC NOTES & DETAILS
C3.0
DRAINAGE PLAN
C3.1
DRAINAGE PLAN
C3.2
DRAINAGE PLAN
C3.3
DRAINAGE PLAN
C3.4
STORM DRAINAGE PROFILES
C3.5
NOTES & DETAILS
C3.6
NOTES & DETAILS
C3.7
NOTES & DETAILS
C3.8
NOTES & DETAILS
C3.9
UNDERDRAIN DETAILS
C4.0
GRADING, PAVING & HORIZONTAL CONTROL PLAN
C4.1
GRADING, PAVING & HORIZONTAL CONTROL PLAN
C4.2
GRADING, PAVING & HORIZONTAL CONTROL PLAN
C4.3
PAVEMENT NOTES & DETAILS
C4.4
DRAINAGE NOTES AND DETAILS
L1.0
PLANTING PLAN
L1.1
PLANTING PLAN
L1.2
PLANTING PLAN
L2.0
IRRIGATION DEMO
L2.1
IRRIGATION PLAN
L2.2
IRRIGATION PLAN
L2.3
IRRIGATION PLAN
L2.4
IRRIGATION DETAILS
AS -BUILT 4v ■_
�.� EGISTEg� 1�
I CERTIFY THAT THE INFORMATION SHOWN HEREON IONAL
• WHICH WAS AS -BUILT BY AHBL, AND MAY INCLUDE 1/07/2019
0 LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING - -
ALTERATAIN OF THIS DMENT SHALL INVXMTE THE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONMSEAL AND SNHATURE.PUBUTATIONOF
THIS DOMWW DOES NOT DEROGATE HIM RESERVED
Know what'sbelOW. DIRECT SUPERVISION ON THIS DATE: 11/7/2019. 0011ERSHIP WM IN ff. THIS DOWN7 � TACOMA SEATTLE•SPOKANE•TRI-CITIESONLY WINE PRUW DENIM WINE 1
AND IS NOT TO BE USED FOR REPAIR R0100EL OR
call before you dig. AHBL PROJECT NO.2180059 ADDTRON TO THAT PROkECT OR FOR ANY OTHER PRo M. 1200 6th Avenue, Suite 1620 Seattle, WA 98101 N0,
206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB
TEMPORARY BENCHMARK
TBM #1
AHBL #100
NAIL AND WASHER
N:186930.6371
E:1306766.9234
ELEV:356.63
TBM #2
AHBL #101
NAIL AND WASHER
N:187118.1267
E:1306675.4727
ELEV: 354.06
TBM #3
AHBL #102
NAIL AND WASHER
N:186990.8120
E:1306488.4359
ELEV:351.91
TBM #4
AHBL #103
REBAR AND CAP
N:187112.9252
E:1306223.8651
ELEV:343.64
UTILITIES / SERVICES
WATER:
CITY OF RENTON
PHONE:
(425)-430-7210
SANITARY SEWER:
CITY OF RENTON
PHONE:
(425)-430-7332
STORMWATER:
CITY OF RENTON
PHONE:
(425)-430-7332
POWER:
PUGET SOUND ENERGY
PHONE:
1-888-321-7779
GAS:
PUGET SOUND ENERGY
PHONE:
1-888-321-7779
PHONE:
CENTURY LINK
PHONE:
1-800-244-1111
ONE CALL:
1-800-424-5555
LEGAL
DESCRIPTION
TBM #5
AHBL #104
REBAR AND CAP
N:186922.5518
E:1306223.5816
ELEV:338.86
POR S 1/2 OF NW 1/4 OF SW 1/4 OF SW 1/4 & SW 1/4 OF SW 1/4 OF
SW 1/4 LESS RDS
GENERAL NOTE
1. CONSTRUCTION SURVEY SHALL BE PROVIDED BY THE CONTRACTOR.
TRENCH NOTE
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.
AUTOCAD FILE
AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT.
PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S
CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE
CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT
LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC
AUTOCAD FILES.
PHONE: (253) 383-2422
FAX: (253) 383-2572
CONTACT: WILLIAM FIERST, P.E.
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES
WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE
ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
EARTHWORK INFORMATION
:1 LaKe
arenas
00 Lake Washington
Apartments
WE
x
Gene Coulon
Memorial Pinnacle 01) Lake
Beach Park Washbgton Apartments
W
�pa�kpr
THE LANDING
N t S4
Fry's Electronics
APPROX. 286 CUBIC YARDS CUT
APPROX. 2208 CUBIC YARDS FILL
NET: APPROX. 1,922 CUBIC YARD FILL
NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING 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.
INSPECTION NOTIFICATION
CITY OF RENTON DEPARTMENT OF
COMMUNITY & ECONOMIC DEVELOPMENT,
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA. 98057
PH: (425) 430-7200
PRECONSTRUCTION
A1^TC1�+
1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE DEVELOPMENT SERVICES
DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS PRIOR TO
THE BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION CONFERENCE
AND SPECIFICALLY REQUEST
INSPECTION BEFORE BEGINNING:
A. INSTALLING SILTATION AND EROSION CONTROL MEASURES
B. CLEARING AND GRUBBING
C. EARTHWORK
D. INSTALLATION OF ANY UNDERGROUND UTILITY
E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES
F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE
OWNER
RENTON SCHOOL DISTRICT
7812 S 124TH ST
SEATTLE, WA 98178
PH: (425) 204-4479
CONTACT: STEWART SHUSTERMAN
BASIS OF BEARING VERTICAL DATUM
NAD 83/91
CITY OF RENTON CONTROL NETWORK
HOLDING POINT NUMBERS 57 AND 369.
POINT 57 - 3" BRASS DISC IN CASE AT
INTERSECTION OF NE 12TH STREET AND
EDMONDS AVENUE NE.
N=186452.8651
E=1306190.3942
POINT 369 - BRASS DISC IN CASE LYING IN
CENTER OF EDMONDS AVENUE NE
APPROXIMATELY 185 FEET NORTHERLY OF
INTERSECTION WITH NE 20TH STREET.
N=189092.0330
E=1306215.3062
NAVD 88
CITY OF RENTON CONTROL NETWORK HOLDING
POINT NUMBERS 57 AND 369.
POINT 57 - 3" BRASS DISC IN CASE AT
INTERSECTION OF NE 12TH STREET AND
EDMONDS AVENUE NE. ELEVATION=326.43'
POINT 369 - BRASS DISC IN CASE LYING IN
CENTER OF EDMONDS AVENUE NE
APPROXIMATELY 185 FEET NORTHERLY OF
INTERSECTION WITH NE 20TH STREET.
ELEVATION = 332.57'
CIVIL ENGINEER /
LANDSCAPE ARCH
/ SURVEYOR
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CIVIL CONTACT: ADAM BRAUN, P.E. OR
ANNE TURPIN, P.E.
LANDSCAPE ARCH CONTACT: KRISTIN
GLANDON, P.L.A.
SURVEY CONTACT: DAVID
FOLLANSBEE, P.L.S.
CONSTRUCTION RECORD DRAWINGS
SURVEYED:
DESIGNED:
STORM DRAINAGE REVISIONS AMT 09/20/2019 ACB DRAWN: AMT
ALTERNATE BID NO. 1: SOCCER FIELD IMPROVEMENTS AMT 01 28 2019 ACB CHECKED:
BJS
REVISION BY DATE APPR APPROVED:
WJF
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19M
HORIZONTAL NAD 1983/1991
DATUM
SITE
NF J14d M
LOCATION
.f
SE 104e
ar
CL
z
S•
C1~
McKnight Middle a0
m
toodwill Denton
h
s
rt
�
z NE 131h PI
�
r°r
e
m
�
m
Nf 171h st
ME 121h st
Tree
• )011ar ]
p�tk Ar
yg -15
NF 11thpi
6t�-
W'j
x
11
a
m
t
NE 1 lth St
9
t
r�i
,
a
z
NE I h1h PI
a
a
hif s et
C
r
NE Tfllh P!
NF. 1DIh St
NE loth I n
°
iw
NE A
3
m
INC 19th SI
N!: 9111 PI
NE 7th S!
z
°
m
NF 'S ?
w
4
kJr •r
VICINITY MAP
SCALE: 1" = 1,000'
SITE INFORMATION
SITE ADDRESS:
1200 EDMONDS AVENUE NE, RENTON, WA 98056
PARCEL NUMBER:
7227801860,0423059048
SECTION, TOWNSHIP, RANGE:
SW 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
PARCEL AREA:
20.39 ACRES
N
PROJECT AREA:
3.34 ACRES
UTILITY NOTES
1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE
MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON.
2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE
SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR
UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY
FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT
SHOWN.
3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND
RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL,
INC ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA
C)
Lo
co
T
��
O
0
I
rr
z
4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT O
BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND Q
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. Q
5. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. z
w
CITY OF
1;R] RENTON
Planning/Building/Public Works Dept.
0
J
W
LL
Q
J
R-402801 a
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
McKNIGHT MIDDLE SCHOOL
FIELD IMPROVEMENTS
RENTON SCHOOL DISTRICT
COVER SHEET
vJ
Ljj
0
0
=
DATE
1/15/2019
FIELDBOOK:
PAGE
_
z
DRAWING NO:-
C1.0
2
SHEET: OF.
1 32