HomeMy WebLinkAboutAB-3959SE 164TH STREET
128TH AVENUE SOUTHEASTSE 168TH STREET
AHBL #102
NAIL AND WASHER
N 168111.4814
E 1310100.7332
ELEV: 432.68
AHBL #103
NAIL AND WASHER
N 138365.6984
E 1310258.3632
ELEV: 422.42
LINDBERGH
SENIOR HIGH
SCHOOL
LINDBERGH
POOL
BASE BID
PARKING LOT
REPLACEMENT
CONTRACTOR
LAYDOWN AREA
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
LEGAL DESCRIPTION
VERTICAL DATUM
SITE ADDRESS
LINDBERGH POOL AT
LINDBERGH HIGH SCHOOL
16740 128TH AVE SE, RENTON, WA 98058
UTILITIES
WATER SOOS CREEK WATER DISTRICT
PH: 1-253-630-9900
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 8-1-1
SITE INFORMATION
PARCEL#282305-9004
PARCEL AREA:22.89 AC
PROJECT AREA:1.06 AC (BASE BID)
0.28 AC (ALTERNATE BID ITEM 1)
0.10 AC (ALTERNATE BID ITEM 2)
TEMPORARY BENCHMARKS
AHBL #102
NAIL AND WASHER
N:168111.4814
E:1310100.7332
ELEV:432.68
AHBL #103
NAIL AND WASHER
N:168365.6984
E:1310258.3632
ELEV:422.42
INSPECTION NOTIFICATION
CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT,
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA. 98057
PH: (425) 430-7200
OWNER
RENTON SCHOOL DISTRICT
7812 S 124TH ST
SEATTLE, WA 98178
PH: (425) 204-4470
CONTACT: STEWART SHUSTERMAN
CIVIL ENGINEER
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: BILL FIERST, P.E.
SURVEYOR
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: DAVID FOLLANSBEE, P.L.S.
LANDSCAPE
ARCHITECT
BASIS OF BEARING
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.
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.
FILL SPECIFICATION
TRENCH NOTE
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
AUTOCAD FILE
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
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE 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 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.
UTILITY NOTE
VICINITY MAP
APPROX. 370 CUBIC YARDS CUT
APPROX. 80 CUBIC YARDS FILL
NET: APPROX. 290 CUBIC YARD CUT
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.
EARTHWORK INFORMATION
PRECONSTRUCTION
NOTES
NAVD 88
CITY OF RENTON VERTICAL
BENCHMARK 1863
COPPER PIN IN CONC AT SE 168TH
ST AND 116TH AVE SE
ELEV: 459.077
WASHINGTON STATE PLANE COORDINATE
SYSTEM, NORTH ZONE
CITY OF RENTON HORIZONTAL CONTROL
HOLDING CITY MONUMENT NUMBERS 1640 AND
1863.
POINT NO. 1640
N=170648.9761
E=1305835.7466
BRASS DISK W/ PUNCH AT CL OF 116TH AVE SE.
POINT NO. 1863
N=167989.6212
E=1305752.8500
COPPER PIN IN CONC AT SE 186TH ST AND
116TH AVE SE.
AHBL, INC.
2215 NORTH 30TH STREET
SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: KRISTIN GLANDON, PLA
SE 1/4 OF NE 1/4 LESS E 500 FT OF N 1121 FT LESS E 330 FT OF S 216.47 FT M/L LESS S 250
FT OF E 523 FT OF W 553 FT LESS CO RD
PROJECT
AREA
N
COVER SHEET
C1.0
CIVIL/LANDSCAPE
SHEET INDEX
SHEET NUMBER SHEET TITLE
C1.0 COVER SHEET
C2.0 TESC & DEMOLITION PLAN
C2.1 TESC NOTES & LEGEND
C2.2 TESC NOTES & DETAILS
C3.0 GRADING & DRAINAGE PLAN
C3.1 ENLARGED GRADING PLAN
C3.2 STORM DRAINAGE PROFILES
C4.0 PAVING & HORIZONTAL
CONTROL PLAN
C5.1 PAVING NOTES & DETAILS 1
C5.2 PAVING NOTES & DETAILS 2
C5.3 DRAINAGE NOTES & DETAILS 1
C5.4 DRAINAGE NOTES & DETAILS 2
C5.5 DRAINAGE NOTES & DETAILS 3
C5.6 DRAINAGE NOTES & DETAILS 4
L1.0 PLANTING PLAN
L2.0 IRRIGATION PLAN
L2.1 IRRIGATION DETAILS
SEWER SOOS CREEK WATER DISTRICT
PH: 1-253-630-9900
ELECTRICAL
ENGINEER
BCE ENGINEERS, INC.
6012 12TH STREET EAST
SUITE 200
FIFE, WA 98424
PH. (253) 922-0446
FAX (253) 922-0896
CONTACT: MICHAEL L COZART, PE
R-395901
2
2
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
EX STCB 1349
CB-2
FILTERRA 2
FILTERRA 3
CB-3
CB-4
CB-5
CB-6
CB-8
CB-1
CB-9
CB-10
CB-11
CB-12
CB-14
CB-15
FG: 433.78
(MATCH EX)
FG: 433.18
(MATCH EX)
433.08
433.81
434.30
434.53
434.90
435.64
435.86
436.27
436.40
437.49
437.68
437.44
436.40
436.48
435.46
435.62
435.10
435.21
434.45 433.56
433.47
433.75
434.56
434.34
434.24 432.09
431.05
430.14
430.55
428.18
427.19
432.64
431.47
430.76
432.66
431.82
431.57
431.25
432.81
CAP PIPE FOR
FUTURE CONNECTION
IE: 416.50 12" (SE)
110 LF 12" CPEP @ 3.51%
86
L
F
1
2
"
C
P
E
P
@
4
.
5
1
%
62 LF 12" CPEP @ 1.00%
14 LF 6" PVC @ 1.00%
435.79
FG: 423.43
(MATCH EX)
FG: 426.84
(MATCH EX)
FG: 425.87
(MATCH EX)
FG: 435.65
(MATCH EX)
FG: 436.97
(MATCH EX)
FG: 436.53
(MATCH EX)
436.64
SEE SHEET C3.1 FOR
DETAILED GRADING
IN THIS AREA
CB-16
35 LF 12" @ 1.29%
120 LF 6" PERF PVC @ 0.00%
CO-2
120 LF 6" PERF PVC @ 3.40%CO-1154 LF 6" PERF PVC @ 3.96%CO-4
CO-5
CO-6
70 LF 6" PVC @ 1.00%
CO-3
117 LF 6" PERF PVC @ 0.00%
FG: 436.05
(MATCH EX)
FG: 436.37
(MATCH EX)FG: 429.20
(MATCH EX)
FG: 422.43
(MATCH EX)
427.66
427.36
429.05
26 LF 12" CMP @ 0.00%
8 LF 6" PVC
@ 1.00%
CB-7
FILTERRA 1
35 LF 12" CPEP @ 4.63%
17 LF 12" CPEP @ 11.97%
31 LF 12" CPEP @ 1.21%
8 LF 10" PVC @ 1.00%
6 LF 12" CPEP @ 2.00%4254304264274284294314324334254254304354354234234244244264264274284294314324334344344364
3
7
437
CB-13
FLOW DIRECTION
FLOW DIRECTION
CB-17
CB-18
20 LF 12" @ 1.00%
62 LF 12" @ 2.40%
CB-19
48 LF 12" @ 2.98%
STORM STRUCTURE TABLE
STRUCTURE NAME
CB-1
CB TYPE 1
N 168396.86
E 1310205.33
CB-2
54" TYPE 2 CB
N 168218.26
E 1310191.14
CB-3
54" TYPE 2 CB
N 168345.01
E 1310188.56
CB-4
54" TYPE 2 CB
N 168340.86
E 1310195.40
CB-5
54" TYPE 2 CB
N 168336.71
E 1310202.24
CB-6
54" TYPE 2 CB
N 168332.55
E 1310209.08
CB-7
CB TYPE 1
N 168337.91
E 1310212.33
CB-8
54" TYPE 2 CB
N 168328.40
E 1310215.91
CB-9
54" TYPE 2 CB
N 168324.25
E 1310222.75
CB-10
54" TYPE 2 CB
N 168318.02
E 1310233.01
STRUCTURE DETAILS
RIM = 424.40
IE = 421.40 (12" SE)
IE = 421.40 (12" W)
RIM = 427.36
IE = 416.50 (36" NE)
IE = 423.61 (6" SE)
RIM = 425.42
IE = 416.50 (36" SW)
IE = 422.09 (12" W)
RIM = 425.08
IE = 416.50 (36" SW)
RIM = 424.78
IE = 416.50 (36" SW)
RIM = 424.59
IE = 416.50 (36" SW)
IE = 420.71 (12" NE)
RIM = 424.96
IE = 420.92 (10" SE)
IE = 420.84 (12" SW)
RIM = 424.48
IE = 416.50 (36" SW)
RIM = 424.45
IE = 416.50 (36" SW)
RIM = 423.99
IE = 416.50 (36" SW)
1
4
4
4
4
4
2
4
4
4
4
5
3
3
4
7
7
7
7
4
6
6
6
TOP = 424.92
TOP = 427.67
TOP = 427.61
7
4
4
2
STORM STRUCTURE TABLE
STRUCTURE NAME
CB-11
54" TYPE 2 CB
N 168313.87
E 1310239.84
CB-12
60" TYPE 2 CB
CONTROL MH
N 168309.71
E 1310246.68
CB-13
48" TYPE 2 CB
N 168323.38
E 1310257.41
CB-14
60" TYPE 2 CB
N 168347.41
E 1310276.28
CB-15
48" TYPE 2 CB
N 168348.82
E 1310338.74
CB-16
48" TYPE 2 CB
N 168353.32
E 1310373.45
CB-17
48" TYPE 2 CB
N 168335.40
E 1310144.52
CB-18
48" TYPE 2 CB
N 168350.20
E 1310157.35
CB-19
CB TYPE 1
N 168353.62
E 1310219.66
STRUCTURE DETAILS
RIM = 423.64
IE = 416.50 (36" SW)
RIM = 423.28
IE = 416.50 (36" SW)
IE = 416.50 (12" NE)
RIM = 422.50
IE = 414.42 (12" SW)
IE = 414.42 (12" NE)
IE = 414.92 (6" W)
IE = 418.50 (12" NW)
RIM = 421.30
IE = 418.58 (6" SE)
IE = 414.05 (12" E)
IE = 417.50 (12" NW)
IE = 414.05 (12" SW)
IE = 417.97 (6" N)
IE = 414.30 (6" W)
IE = 417.78 (12" W)
RIM = 419.98
IE = 413.43 (12" W)
IE = 417.81 (6" SE)
IE = 413.43 (12" E)
RIM = 416.98
IE = 412.98 (12" W)
IE = 412.98 (12" E)
RIM = 427.60
IE = 421.81 (10" W)
IE = 421.64 (12" NE)
RIM = 426.79
IE = 421.44 (12" SW)
IE = 421.44 (12" E)
RIM = 423.96
IE = 419.94 (12" SE)
IE = 419.94 (12" W)
STORM STRUCTURE TABLE
STRUCTURE NAME
CO-1
CO
N 168116.49
E 1310124.64
CO-2
CO
N 168219.06
E 1310186.94
CO-3
CO
N 168321.62
E 1310249.23
CO-4
CO
N 168118.37
E 1310064.95
CO-5
CO
N 168250.32
E 1310145.09
CO-6
CO
N 168350.65
E 1310206.03
EX STCB 1349
EXISTING TYPE 1 CB
N 168377.13
E 1310096.70
FILTERRA 1
10'x6' FTIBC
N 168331.16
E 1310223.44
FILTERRA 2
4'x4' FTIBC
N 168210.98
E 1310203.11
FILTERRA 3
12'x4' FTIBC
N 168336.90
E 1310153.10
STRUCTURE DETAILS
RIM = 431.53
IE = 429.83 (6" NE)
RIM = 427.47
IE = 415.00 (6" NE)
IE = 425.75 (6" SW)
RIM = 422.99
IE = 415.00 (6" SW)
IE = 415.00 (6" E)
RIM = 434.04
IE = 432.54 (6" NE)
RIM = 427.93
IE = 426.43 (6" SW)
IE = 415.00 (6" NE)
RIM = 425.05
IE = 415.00 (6" SW)
IE = 415.00 (6" E)
RIM = 428.62
IE = 425.27 (12" W)
IE = 425.27 (12" E)
RIM = 424.42
IE = 421.00 (10" NW)
RIM = 427.17
IE = 423.75 (6" NW)
RIM = 427.11
IE = 423.69 (12" SE)
7
INLET
INLET
INLET
SEE NOTE 2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
GRADING & DRAINAGE PLAN
C3.0
LEGEND:
STORM CATCH BASIN
STORM MANHOLE
STORM DRAINAGE CLEANOUT
DETENTION TANK ACCESS RISER
GRADE BREAK
STORM LINE
PERFORATED PIPE STORM LINE
LARGE DIAMETER DETENTION PIPE
CONTOUR LINE
PROPERTY/RIGHT-OF-WAY LINE
XXX
KEYNOTES:
TYPE 1 CATCH BASIN WITH
HERRINGBONE GRATE
TYPE 1 CATCH BASIN WITH
SOLID COVER
TYPE 2 CATCH BASIN WITH
HERRINGBONE GRATE
TYPE 2 CATCH BASIN WITH
ROUND SOLID LID
FLOW CONTROL MANHOLE
FILTERRA VAULT
STORM CLEANOUT
1
2
3
4
5
6
7
1
C5.3
2
C5.4
1
C5.3
1
C5.4
2
C5.3
2
C5.4
2
C5.3
3
C5.4
1
C5.6
4
C5.6
1
C3.2
1
C3.2
1
C3.2
1
C3.2
1
C3.2
2
C3.2
2
C3.2
3
C3.2
4
C3.2
1
C5.5
1.SEE SHEETS C3.1 AND C5.3 FOR GENERAL STORM DRAINAGE
NOTES.
2.CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT
ELEVATION PRIOR TO CONSTRUCTION WHERE NOTED.
NOTE:
5
C5.4
3
C3.2
R-395905
6
C5.4
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
4254264254234
2
3
424FG: 426.30
FG: 426.10
FG: 426.07
FG: 425.90
FG: 425.87
FG: 426.19
(MATCH EX)
FG: 425.95
FG: 424.98
FG: 424.78
TC: 425.28
FG: 424.69
TC: 425.20
FG: 424.64
TC: 425.14
FG: 424.55
TC: 425.05
FG: 424.50
TC: 425.00
FG: 424.45
FG: 424.61
FG: 424.68
FG: 424.56
FG: 424.53
TC: 424.92
FG: 424.58
TC: 425.01
FG: 425.04
TC: 425.47
FG: 423.45
TC: 423.95
FG: 423.78
FG: 423.83
FG: 423.26
(MATCH EX)
FG: 423.09
(MATCH EX)
FG: 422.23
(MATCH EX)FG: 424.06
FG: 423.40
FG: 423.78
FG: 421.88
(MATCH EX)
FG: 422.14
(MATCH EX)
FG: 424.25
FG: 422.68
(MATCH EX)
FG: 425.41
(MATCH EX)
FG: 424.72
FG: 426.01
FG: 426.18
FG: 424.89
FG: 424.79
(MATCH EX)
FG: 424.42
FG: 424.45
FG: 427.14
(MATCH EX)
FG: 427.57
(MATCH EX)
FG: 427.12
FG: 427.11
FG: 424.751.
0
0
%
4.65%1.00%1.00%0.
9
9
%
1.
2
6
%1.00%1.24%1.17%FG: 425.96
FG: 424.84
FG: 424.70
4.
3
9
%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
ENLARGED GRADING PLAN
C3.1
1.FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE DETAIL 4 ON SHEET C5.5.
2.ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED B
Y
T
H
E
C
I
T
Y
OF RENTON 2016 DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
3.SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. S
U
B
G
R
A
D
E
ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO
SPECIFICATIONS FOR TOPSOIL AND MULCH DEPTHS.
4.MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GR
A
D
E
S
A
T
INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
5.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUC
T
I
O
N
ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR.
6.SEE SHEET C5.3 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE.
7.FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE
P
R
O
P
E
R
SUBGRADES.
8.ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPO
R
T
.
9.ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE.
10.CATCH BASIN TYPE 1 PER CITY OF RENTON STANDARD PLAN 200.00, SEE DETAIL 1 ON SHEET C5.3.
11.CATCH BASIN TYPE 2 PER CITY OF RENTON STANDARD PLAN 201.00, SEE DETAIL 2 ON SHEET C5.3.
12.CATCH BASIN INSTALLATION PER CITY OF RENTON STANDARD PLAN 202.00, SEE DETAIL 3 ON SHEET
C5.3.
13.RECTANGULAR FRAME PER CITY OF RENTON STANDARD PLAN 204.00, SEE DETAIL 4 ON SHEET C5.3.
14.RECTANGULAR SOLID COVER PER CITY OF RENTON STANDARD PLAN 204.10, SEE DETAIL 1 ON
SHEET C5.4.
15.ALL ONSITE TYPE 1 CATCH BASINS SHALL HAVE HERRINGBONE GRATES UNLESS OTHERW
I
S
E
INDICATED. RECTANGULAR HERRINGBONE GRATE PER CITY OF RENTON STANDARD PLAN 204.40,
SEE DETAIL 2 ON SHEET C5.4.
16.STORM ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50, SEE D
E
T
A
I
L
3 ON
SHEET C5.4.
17.MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES PER CITY OF RENTON STANDAR
D
P
L
A
N
204.60, SEE DETAIL 4 ON SHEET C5.4.
18.ALL DISTURBED SOILS IN PERVIOUS AREAS SHALL BE AMENDED IN ACCORDANCE WITH T
H
E
S
O
I
L
AMENDMENT STANDARDS FOUND IN SECTION C.2.13 OF THE 2017 CITY OF RENTON STORM
W
A
T
E
R
MANUAL.
GENERAL NOTES:
R-395906
2
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
405
410
415
420
425
430
405
410
415
420
425
430
0+00 0+50 426.091+00425.02424.071+50423.06422.082+00 2+50 3+00
STA: 1+10.41, 0.00
IE: 421.40 12" (SE)
IE: 421.40 12" (W)
CB TYPE 1
RIM: 424.40
CB-1
STA: 1+96.89, 0.00
IE: 418.58 6" (SE)
IE: 414.05 12" (E)
IE: 417.50 12" (NW)
IE: 414.05 12" (SW)
IE: 417.97 6" (N)
IE: 414.30 6" (W)
IE: 417.78 12" (W)
60" TYPE 2 CB
RIM: 421.30
CB-14
STA: 2+59.37, 0.00
IE: 413.43 12" (W)
IE: 417.81 6" (SE)
IE: 413.43 12" (E)
48" TYPE 2 CB
RIM: 419.98
CB-15
STA: 2+94.37, 0.00
IE: 412.98 12" (W)
IE: 412.98 12" (E)
48" TYPE 2 CB
RIM: 416.98
CB-16
110 LF 12"
C
P
E
P
S
T
M
@
3
.
5
1
%
86 LF 1
2
"
C
P
E
P
S
T
M
@
4
.
5
1
%
62 LF 12" CPEP STM @ 1.00%
35 LF 12" CPEP STM @ 1.29%
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
STA: -0+00, 0.00
IE: 425.27 12" (W)
IE: 425.27 12" (E)
EXISTING TYPE 1 CB
RIM: 428.62
EX STCB 1349
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
405
410
415
420
425
430
405
410
415
420
425
430
0+00427.36426.590+50425.54424.531+00423.56422.471+50
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
STA: 0+00, 0.00
IE: 416.50 36" (NE)
IE: 423.61 6" (SE)
54" TYPE 2 CB
RIM: 427.36
CB-2
50 LF 60" CMP STM @ 0.00%
ACCESS HATCH
STA 0+53.50, 0.00
RIM: 425.43
IE: 416.00 60" (NE)
IE: 416.00 60" (SW)
IE: 416.50 12" (NW)
50 LF 60" CMP STM @ 0.00%
STA: 1+07, 0.00
IE: 416.50 36" (SW)
IE: 416.50 12" (NE)
RIM: 423.28
CB-12
60" TYPE 2 CB
CONTROL MH
CB-14
STA: 1+24.38, 0.00
IE: 414.42 12" (SW)
IE: 414.42 12" (NE)
IE: 414.92 6" (W)
IE: 418.50 12" (NW)
48" TYPE 2 CB
RIM: 422.50
CB-13
17 LF 12" CPEP STM @ 11.97%
31 LF 12" CPEP STM @ 1.21%
410
415
420
425
430
435
410
415
420
425
430
435
0+00434.04433.090+50431.97431.031+00430.06429.081+50428.10427.132+00426.16425.412+50425.09424.893+00423.36422.10EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
STA: 0+00, 0.00
IE: 432.54 6" (NE)
CO
RIM: 434.04
CO-4
STA: 1+54.38, 0.00
IE: 426.43 6" (SW)
IE: 415.00 6" (NE)
CO
RIM: 427.93
CO-5
154 LF 6
"
P
E
R
F
P
V
C
S
T
M
@
3
.
9
6
%
117 LF 6" PERF PVC STM @ 0.00%
STA: 2+71.76, 0.00
IE: 415.00 6" (SW)
IE: 415.00 6" (E)
CO
RIM: 425.05
CO-6
CB-14
70 LF 6" PVC STM @ 1.00%
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
DETENTION
TANK
410
415
420
425
430
410
415
420
425
430
0+00427.51426.020+50424.90424.291+00423.13STA: 0+00, 0.00
IE: 423.69 12" (SE)
RIM: 427.11
FILTERRA 3
12'x4' FTIBC
35 LF 12" CPEP STM @ 4.63%
EXISTING GRADE OVER STORM LINE
FINISHED GRADE OVER STORM LINE
INLET:
STA: 0+37.13, 0.00
IE: 416.50 36" (SW)
IE: 422.09 12" (W)
RIM: 425.42
CB-3
54" TYPE 2 CB
CB-4
CB-5
CB-6
CB-8
CB-9
CB-10
CB-11
CB-12
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
STORM DRAINAGE PROFILES
C3.2
1 H:1"=20' V:1"=4'
STORM DRAINAGE PROFILE 1 2 H:1"=20' V:1"=4'
STORM DRAINAGE PROFILE 2
3 H:1"=20' V:1"=4'
STORM DRAINAGE PROFILE 3
4 H:1"=20' V:1"=4'
STORM DRAINAGE PROFILE 4
1.SEE SHEETS C3.1 AND C5.3 FOR GENERAL STORM DRAINAGE
NOTES.
NOTE:
R-395907
6
C5.4
1
C5.5
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
11.00'5.00'9.00'5.00'9.00'20
.
0
0
'
24
.
0
0
'
20
.
0
0
'
7.
0
0
'
30
.
0
'9.00'5.00'9.00'20'X
ECECECFCX
XECFC
ECFCX
X
ECECECECR
C
E
C
X
EC
EC
X
X
EC
EC
EC
EC
EC
N 168167.69
E 1310173.90
N 168135.64
E 1310154.41
N 168112.58
E 1310112.57
N 168115.10
E 1309967.46
N 168129.62
E 1309911.11
N 168153.37
E 1309866.29
N 168164.92
E 1309823.61
N 168165.45
E 1309810.80
N 168164.73
E 1309799.78
N 168182.24
E 1309800.39 N 168180.44
E 1309811.42
N 168166.41
E 1309897.22
N 168141.36
E 1310010.50
14.00'N 168158.57
E 1310050.17
R30.00'
R48.00'
N 168147.22
E 1310126.35
N 168319.96
E 1310231.26
R20.00'
R10.00'N 168339.77
E 1310160.22
R4.00'
N 168132.80
E 1310100.19
N 168288.71
E 1310247.49
R15.00'
R34.00'
N 168171.82
E 1310041.84
N 168163.68
E 1310026.36
N 168154.64
E 1310033.74
R4.00'
R46.00'
R20.00'
N 168120.53
E 1310000.30
R125.00'
R100.00'
R20.00'
N 168184.30
E 1309882.68
15.00'14.00'12.00'12.00
'
N 168156.21
E 1310100.21
N 168145.83
E 1310117.31
N 168330.34
E 1310214.16
N 168344.87
E 1310213.39
R4.00'
N 168325.31
E 1310226.32
X
X
R4.00'
R15.00'
N 168143.68
E 1309991.98
R20.00'
N 168145.77
E 1309893.44
1
1
1A
2
2
3
3
3
4
5
6
6
7
98
9.2
12.00'10
10
8
8
8
8
11
11 11
11
11
11
12
13
13 9.00' TYP9.00' TYP9.00' TYP9.00' TYP33.7'RC
XX
X TCR
C
X
X
X
X
R
C X
X
X
N 168184.82
E 1310184.26
6.00'
14
X
X R
C
X
X RCSPEED BUMP
SPEED BUMP
SPEED BUMP
SPEED BUMPSPEED BUMP
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
PAVING & HORIZONTAL CONTROL PLAN
C4.0
PROPOSED LEGEND:
LIGHT DUTY CEMENT CONCRETE
LIGHT DUTY ASPHALT CEMENT
HEAVY DUTY ASPHALT CEMENT
EC EXTRUDED CURB
EXISTING CURB TO REMAIN
FC 0" FLUSH CURB
RC REPLACE EXISTING CURB IN KIND
TC CEMENT CONCRETE TRAFFIC CURB
CHANGE IN CURB TYPE
COORDINATE AT CENTER OF ARC
X
N xxx
E xxx
KEYNOTES:
ACCESSIBLE PARKING SIGN
VAN ACCESSIBLE PARKING SIGN
PAINTED CROSSWALK
SIGN: "KEEP RIGHT" PER R4-7 OF THE
WSDOT SIGN FABRICATION MANUAL
SIGN: "LEFT TURN MUST TURN LEFT" PER
R3-7L OF THE WSDOT SIGN FABRICATION
MANUAL
SIGN: "RIGHT TURN ONLY" PER R3-5R OF
THE WSDOT SIGN FABRICATION MANUAL
SIGN: "LEFT TURN ONLY" PER R3-5L OF THE
WSDOT SIGN FABRICATION MANUAL AND
"EXCEPT BUSES" PLACARD BELOW.
SIGN: "DO NOT ENTER" PER R5-1 OF THE
WSDOT SIGN FABRICATION MANUAL
4" SOLID WHITE PAINT LINE, TYP
4" DASHED WHITE PAINT LINE
4" SOLID YELLOW PAINT LINE
TYPE 1S TRAFFIC ARROW (AHEAD) PER
WSDOT STD PLAN M-24.40-02
TYPE 2SR TRAFFIC ARROW (RIGHT) PER
WSDOT STD PLAN M-24.40-02
TYPE 2SL TRAFFIC ARROW (LEFT) PER
WSDOT STD PLAN M-24.40-02
WHEELSTOP
1
1A
2
3
4
5
6
7
8
9
10
11
12
13
14
8
C5.12
C5.1
1
C5.1
3
C5.1
5
C5.1
4
C5.2
7
C5.1
5
C5.2
PLAN NOTES
1.PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE
DURING CONSTRUCTION.
2.ALL PAVEMENT ARROWS PER UNLESS OTHERWISE
NOTED.
3.ALL SIGNS PER UNLESS OTHERWISE NOTED.
6
C5.1
3
C5.2
8
C5.1
R-395908
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE AS-BUILT
DRAWINGS WHICH ARE COMPRISED OF APPROVED
ENGINEERING PLANS AND CONSTRUCTION CHANGES
PROVIDED BY THE CONTRACTOR FOR THE PROJECT
KNOWN AS LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT WORK
WAS COMPLETED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED CIVIL ENGINEERING PERMIT
DOCUMENTS.
10/08/2018
10/08/2018
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
PAVING NOTES & DETAILS 1
C5.1
CRUSHED SURFACING
TOP COURSE PER WSDOT
9.03-9(3)
HMA CLASS 3/8", PG 64-22 4"
CLASS 4000 CEMENT
CONCRETE PAVEMENT
2.5"3"NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%.
IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE
REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.3"10" MIN.NON-SHRINK GROUT
3:1 SAND & CEMENT
(2) #6 BARS
9"
6'-0"
1" DIA HOLES
2" CLEARANCE (TYP)
4 1/2"
(2) 3/4 BARS
10" MAX.
6" MIN.
3" MIN.
GROUT 1" DEPTH
NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS.
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
MIN.8"MIN.
PERMIT REQUIRED
STATE DISABLED PARKING
PARKING
RESERVED
PARKING
RESERVED
CONCRETE
2" DIA GIP SCH 40 18"2.5'4"BOTTOM OF SIGN
5'12"
1" R (TYP)
2-1/2"5"1"2-1/2"6"10"
ADHESIVE, SEE NOTE
NOTE:
THE ADHESIVE SHALL MEET THE
REQUIREMENTS OF SECTION
9-26.1 FOR TYPE-II EPOXY
BONDING AGENT
DEPTH OF
THRU JOINT
1-1/2" R
(TYP)
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)4"HMA CLASS 3/8", PG 64-22
CRUSHED SURFACING
TOP COURSE PER WSDOT
9.03-9(3)2"GEOTEXTILE FABRIC GEOTEXTILE FABRIC
1 NOT TO SCALE
LIGHT DUTY ASPHALT CEMENT
PAVEMENT SECTION 2 NOT TO SCALE
LIGHT DUTY CEMENT CONCRETE
SIDEWALK SECTION 3 NOT TO SCALE
HEAVY DUTY ASPHALT CEMENT
PAVEMENT SECTION
5 NOT TO SCALE
EXTRUDED CURB 6 NOT TO SCALE
WHEELSTOP
8 NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE 3"CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
7 NOT TO SCALE
CEMENT CONCRETE TRAFFIC CURB
5.5"1"
6.5"
1'-4"
8 1/4"
6"
FACE OF CURB
TOP OF PAVEMENT
1/2" R
1" R
COMPACTED SUBGRADE TO 95%
6" MIN
6" PERFORATED PVC PIPE
WHERE SHOWN ON PLAN
GRAVEL BACKFILL FOR DRAINS
WSDOT 9-03.12(4)
6"
6" MIN
6"
GEOTEXTILE FABRIC
COMPACTED SUBGRADE TO 95%
6" PERFORATED PVC PIPE
WHERE SHOWN ON PLAN
GRAVEL BACKFILL FOR DRAINS
WSDOT 9-03.12(4)
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
HMA CLASS 3/8 INCH
PG 64-22. WSDOT 5-04
EXISTING PAVEMENT
EXISTING SUBGRADE2"PETROMAT FABRIC
4 NOT TO SCALE
ASPHALT OVERLAY
16"
16"
R7-801A SIGN AT VAN
ACCESSIBLE STALL ACCESSIBLE
VAN
R-395909RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
PAVING NOTES & DETAILS 2
C5.2
1
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
NOT TO SCALE
2
TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT
NOT TO SCALE
3 SIGN MOUNTING ON SINGLE METAL POST
NOT TO SCALE
4 THERMOPLASTIC PAINTED SIDEWALK
NOT TO SCALE
5 PAVEMENT ARROWS
NOT TO SCALE
R-395910RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
DRAINAGE NOTES & DETAILS 1
C5.3
1 NOT TO SCALE
CATCH BASIN TYPE 1 2 NOT TO SCALE
CATCH BASIN TYPE 2 3 NOT TO SCALE
CATCH BASIN INSTALLATION 4 NOT TO SCALE
RECTANGULAR FRAME
SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTI
O
N
M
E
E
T
I
N
G
M
U
S
T
B
E
H
E
L
D
BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIP
A
L
C
O
D
E
(
R
M
C
)
,
T
H
E
L
A
T
E
S
T
E
D
I
T
I
O
N
OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
P
R
E
P
A
R
E
D
B
Y
W
S
D
O
T
A
N
D
T
H
E
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
P
U
B
L
I
C
W
O
R
K
S
D
E
P
A
R
T
M
E
N
T
.
I
T
SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL E
N
G
I
N
E
E
R
T
O
C
O
R
R
E
C
T
A
N
Y
E
R
R
O
R
,
OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL C
O
R
R
E
C
T
I
O
N
S
S
H
A
L
L
B
E
A
T
N
O
ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTIT
U
T
E
A
N
A
P
P
R
O
V
A
L
O
F
A
N
Y
O
T
H
E
R
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELEC
T
R
I
C
A
L
.
E
T
C
.
)
T
H
E
S
U
R
F
A
C
E
W
A
T
E
R
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WH
I
C
H
A
R
E
O
N
F
I
L
E
I
N
W
I
T
H
T
H
E
C
I
T
Y
.
ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM TH
E
C
I
T
Y
O
F
R
E
N
T
O
N
P
U
B
L
I
C
W
O
R
K
S
DEPARTMENT, SURFACE WATER UTILITY SECTION.
5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTIO
N
I
S
I
N
P
R
O
G
R
E
S
S
.
6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M.
M
O
N
D
A
Y
T
H
R
O
U
G
H
S
A
T
U
R
D
A
Y
A
N
D
NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DEC
I
S
I
O
N
B
Y
T
H
E
C
I
T
Y
O
F
R
E
N
T
O
N
.
7.IT SHALL BE THE APPLICANT’S/CONTRACTOR’S RESPONSIBILITY TO OBTAIN ALL CONSTRU
C
T
I
O
N
E
A
S
E
M
E
N
T
S
N
E
C
E
S
S
A
R
Y
BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPR
O
V
E
D
P
L
A
N
S
S
H
A
L
L
N
O
T
B
E
CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF
C
H
A
P
T
E
R
4
O
F
T
H
E
S
U
R
F
A
C
E
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFE
R
E
N
C
E
B
E
N
C
H
M
A
R
K
A
N
D
ELEVATIONS ARE NOTED ON THE PLANS.
10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACIL
I
T
I
E
S
M
U
S
T
B
E
S
U
B
M
I
T
T
E
D
T
O
T
H
E
CITY FOR REVIEW AND APPROVAL.
11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTE
D
T
O
9
5
P
E
R
C
E
N
T
D
E
N
S
I
T
Y
,
STANDARD PROCTOR.
12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRA
I
N
A
G
E
W
O
R
K
I
S
N
O
T
A
L
L
O
W
E
D
UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPRO
V
E
D
P
L
A
N
S
.
A
N
Y
O
P
E
N
C
U
T
S
H
A
L
L
BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STAN
D
A
R
D
S
.
13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING A
N
D
B
U
I
L
D
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
,
A
N
D
THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND T
H
E
P
O
T
E
N
T
I
A
L
F
O
R
O
N
-
S
I
T
E
EROSION HAS PASSED.
14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
O
R
I
N
C
O
N
J
U
N
C
T
I
O
N
W
I
T
H
A
L
L
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPA
R
T
M
E
N
T
,
S
U
R
F
A
C
E
W
A
T
E
R
U
T
I
L
I
T
Y
SECTION.
15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CO
N
S
T
R
U
C
T
I
O
N
.
T
H
I
S
S
H
A
L
L
I
N
C
L
U
D
E
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATE
R
I
A
L
,
A
S
W
E
L
L
A
S
P
L
A
C
E
M
E
N
T
A
N
D
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIR
E
L
E
N
G
T
H
O
F
T
H
E
P
I
P
E
W
I
L
L
B
E
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE A
P
W
A
C
L
A
S
S
“
C
”
,
W
I
T
H
T
H
E
E
X
C
E
P
T
I
O
N
OF PVC PIPE.
16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BE
T
T
E
R
I
N
S
I
D
E
A
N
D
O
U
T
S
I
D
E
.
17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID
L
O
C
K
I
N
G
L
I
D
S
.
A
L
L
D
R
A
I
N
A
G
E
STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL
H
A
V
E
S
O
L
I
D
L
O
C
K
I
N
G
L
I
D
S
.
18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EA
S
E
M
E
N
T
W
I
D
T
H
S
A
N
D
B
U
I
L
D
I
N
G
SETBACKS LINES.
19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE O
F
S
U
F
F
I
C
I
E
N
T
L
E
N
G
T
H
T
O
P
R
O
V
I
D
E
A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
R
O
C
K
F
O
R
E
R
O
S
I
O
N
P
R
O
T
E
C
T
I
O
N
O
F
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A
D
E
P
T
H
O
F
O
N
E
(
1
)
F
O
O
T
A
N
D
M
U
S
T
MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STOR
M
D
R
A
I
N
A
G
E
S
Y
S
T
E
M
,
U
N
L
E
S
S
APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCU
R
A
T
E
L
Y
D
I
M
E
N
S
I
O
N
E
D
,
C
E
R
T
I
F
I
E
D
AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON C
O
M
P
L
E
T
I
O
N
.
22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEP
T
F
O
R
T
H
O
S
E
L
O
T
S
A
P
P
R
O
V
E
D
F
O
R
INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING:
a.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO
A
S
T
O
S
E
R
V
I
C
E
A
L
L
F
U
T
U
R
E
R
O
O
F
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURF
A
C
E
O
R
S
U
B
S
U
R
F
A
C
E
D
R
A
I
N
S
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SH
A
L
L
H
A
V
E
F
R
E
E
-
F
L
O
W
I
N
G
,
P
O
S
I
T
I
V
E
DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED
O
U
T
F
A
L
L
L
O
C
A
T
I
O
N
.
b.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKE
D
"
S
T
O
R
M
"
O
R
"
D
R
A
I
N
"
.
T
H
E
STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE
S
T
A
K
E
.
c.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPT
E
R
4
O
F
T
H
E
S
U
R
F
A
C
E
W
A
T
E
R
DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A
T
R
A
C
I
N
G
W
I
R
E
A
B
O
V
E
O
R
O
T
H
E
R
ACCEPTABLE DETECTION.
d.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO C
O
N
V
E
Y
F
L
O
W
S
T
H
R
O
U
G
H
INDIVIDUAL LOTS.
e.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF A
L
L
S
T
U
B
-
O
U
T
C
O
N
V
E
Y
A
N
C
E
L
I
N
E
S
WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
f.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HO
M
E
O
W
N
E
R
.
g.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCE
P
T
F
O
R
S
U
M
P
P
U
M
P
D
I
S
C
H
A
R
G
E
LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES B
A
C
K
F
L
O
W
P
R
E
V
E
N
T
I
O
N
O
R
A
C
H
E
C
K
VALVE.
23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DE
V
E
L
O
P
M
E
N
T
S
I
T
E
M
U
S
T
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED
A
N
D
R
E
D
I
S
T
R
I
B
U
T
E
D
T
O
M
A
I
N
T
A
I
N
THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN
T
H
E
M
O
I
S
T
U
R
E
C
A
P
A
C
I
T
Y
.
24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRU
C
T
I
O
N
P
E
R
M
I
T
I
S
S
U
A
N
C
E
.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES
N
O
T
R
E
L
I
E
V
E
T
H
E
O
W
N
E
R
O
F
T
H
E
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WA
T
E
R
D
I
S
P
O
S
I
T
I
O
N
.
F
U
R
T
H
E
R
,
T
H
E
CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AN
D
M
A
I
N
T
E
N
A
N
C
E
O
F
T
H
E
S
Y
S
T
E
M
PROVIDED DURING CONSTRUCTION.
26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAF
E
T
Y
D
E
V
I
C
E
S
,
P
R
O
T
E
C
T
I
V
E
EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEAL
T
H
,
A
N
D
S
A
F
E
T
Y
O
F
T
H
E
P
U
B
L
I
C
,
A
N
D
TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK. ANY WORK
W
I
T
H
I
N
T
H
E
T
R
A
V
E
L
E
D
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC
C
O
N
T
R
O
L
P
L
A
N
A
P
P
R
O
V
E
B
Y
T
H
E
PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF T
H
E
W
S
D
O
T
S
T
A
N
D
A
R
D
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
R-395911
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE AS-BUILT DRAWINGS
WHICH ARE COMPRISED OF APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE CONTRACTOR FOR THE
PROJECT KNOWN AS LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF CARE AND EXPERTISE
THAT IS USUAL AND CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT WORK WAS
COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
CIVIL ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
DRAINAGE NOTES & DETAILS 2
C5.4
1 NOT TO SCALE
RECTANGULAR SOLID METAL COVER 2 NOT TO SCALE
RECTANGULAR HERRINGBONE GRATE 3 NOT TO SCALE
STORM ROUND FRAME AND COVER 4 NOT TO SCALE
MISCELLANEOUS DETAILS
FOR DRAINAGE STRUCTURES
CAST IRON RING AND COVER
7-3/4"
15"
8"
7"
10"
8-3/4"
1-1/4"
1/2"2"
9"
FIBRE JOINT
PACKING
45° (1/8)
BEND
2-7/8"4"2'-0"
12"Ø
5/8"
1'-0"
NOTES:
1/2"
4-3/4"
RAISE - 1/2" WIDE BORDER
LETTERING: SEWER (SEWER)
3000 psi CLASS C
CONCRETE (TYP.)
STORM
STORM (CO)
1. PIPE MATERIAL AS
SPECIFIED BY THE ENGINEER.
2. PIPE DIAMETER AS SHOWN
PER PLAN.
PLUG TO BE SEALED IN
SAME MANNER AS MAIN
SEWER JOINTS
1"
1"
5 NOT TO SCALE
STORM CLEANOUT
R-395912
121°
97°
52°
36°54°
55°
129°
54°
122°
PLAN AT ELEV 417.5 TO 419.1
PLAN AT ELEV 414.0 TO 415.1
6 SCALE 1"=5'
CB-14 PLAN
℄ LADDER
℄ LADDER
N
N
EXISTING 6"
12" CPEP
EXISTING 12"EXISTING 6"
6" PVC
12" CPEP
12" CPEP
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
CB-2
CB-3
CB-4
CB-5
CB-6
CB-8
CB-9
CB-11
CB-12
CB-10
12.00'
8.00' TYP
50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%45 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%40 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%50 LF 60" CMP @ 0.00%DETENTION TANK
ACCESS RISER,
TYP
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
DRAINAGE NOTES & DETAILS 3
C5.5
3.0'
IE=416.00
60"18"COVERMIN.EL=421.00
CROWN AT
TYP
NOTES:
1.ALL TANKS CMP, 5" X 1", (16 Ga.),
AT S=0.0%. ALUMINIZED OR
GALVANIZED WITH TREATMENTS 1,
2 OR 5.
36" CMP PIPE
TO MANHOLE
PER PLAN
6"MIN.2"Ø AIR VENT CONNECT TO
CONTROL MANHOLE
0.5' DEAD
STORAGE
(TYP.)
ACCESS RISER PER 3
C5.5
12" CMP
IE: 416.50 TYP.
2 NOT TO SCALE
DETENTION PIPE SYSTEM TYPICAL SECTION
4 NOT TO SCALE
PIPE COMPACTION DESIGN AND BACKFILL
(COR STD. PLAN 220.00)
1 NOT TO SCALE
DETENTION PIPE SYSTEM PLAN
3'-0"INCREASE DEPTH
AS REQUIRED TO
MEET VERTICAL
ELEVATION OF THE
ACCESS RISER 12"6'-0"STEPS @ 12" O.C.
LOAD TRANSFER SLAB
6" MIN.
6" MIN.
6'-0"2" CLR.CL
3'-8"
3'-0"
PREFABRICATED LADDER (WSDOT STD. PLAN
NO. B-30.90-01) ATTACH TO LOAD TRANSFER
SLAB. TYPICAL FOR ALL PIPE TYPES
PER PLAN
EDGE OF SLAB SHALL EXTEND
PAST EDGE OF TANK AND
SHALL NOT REST ON PIPE
BOLT-DOWN CIRCULAR FRAME
AND COVER PER WSDOT STD
PLAN B-30.70-03
4" STYROFOAM MAT CUTOUT @
LID OPENING
CRUSHED SURFACING BASE P
COURSE
#5 @ 12" O.C. EACH WAY
CONCRETE
CONCRETE: 4000 PSI MIN. @ 28
DAYS 6 SACK MIX REBAR
GRADE 60
36"Ø CMP RISER WELDED TO
CMP DETENTION TANK FOR ADS
N-12 PIPE, PROVIDE 36" RISER
FUSED TO DETENTION TANK BY
MANUFACTURER
LADDER LATERAL
SUPPORT SECURED
TO PIPE OR RISER
AS APPLICABLE, 4'
MAX SPACING, MIN.
2 REQ'D
18" MAX
6" MIN
NOTES:
1.LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS.
2.LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN
AREAS.
3.ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS.
4.ACCESS RISER SPACING IS 100' MAXIMUM.
5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN
ACCORDANCE WITH OSHA REQUIREMENTS
#5 @ 12" O.C. SHORT
BARS TOP & BOTTOM
(TYPICAL)
(4) #5 TOP &
BOTTOM
LONG BARS
(4) #5 TOP &
BOTTOM
LONG BARS
#5 DIAGONALS
TOP & BOTTOM
HMA PAVEMENT
1/2" RADIUS
BULLNOSE EDGE
TYP. 4 SIDES
3 NOT TO SCALE
DETENTION PIPE ACCESS RISER
3
C5.5
1
C5.6
6"6" PERF PVC
WHERE SHOWN ON PLAN
GRAVEL BACKFILL FOR DRAINS
WSDOT 9-03.12(4)
GEOTEXTILE FABRIC
16"
UNO
R-395913
5
C5.6
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-3959LINDBERGH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICTLINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSC17-002606LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTSPR17-0002872215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
AS-BUILT 1 REVISED PER CITY COMMENTS BJS 7/7/17 SMC2AS-BUILTS BJS 10/08/18 SMC
DRAINAGE NOTES & DETAILS 4
C5.6MIN.16"MAX.12" OUTLET PIPE
PIPE SUPPORT(S): 3" X .090"2'-6" MIN.6"2'-0" MIN.ROUND SOLID COVER
WITH LOCKING BOLTS.
FRAME & LADDER OR
STEPS OFFSET. SEE
NOTE 8. FRAME &
COVER ELEV. PER PLAN.
STEPS OR LADDER
MIN.4"MIN.INLET PIPE
IE= 416.50
IE= 416.50
MANHOLE TYPE 2
NOTES:
1'-0"2'-0" MIN.CLEANOUT GATE:
SHEAR GATE.
SEE DETAIL 2
THIS SHEET.
OVERFLOW
ELEV.= 420.00
RESTRICTOR PLATE
ORIFICE 1= 15/16" Ø
ELEV.= 414.50
1.PIPE SIZES AND SLOPES: PER PLANS.
2.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 60" MIN. DIAM.
3.PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND
BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION
BOLTS OR EMBEDDED 2" IN WALL.
4.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" ALUMINUM, OR .064"
ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH
AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT
1.
5.OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND
FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE.
6.THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME
DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MIN. DIAM.
7.FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
8.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO
HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4".
9.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER
TO ASSURE LADDER CLEARANCE.
10.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN
ACCORDANCE WITH OSHA AND L&I REQUIREMENTS.
60" Ø
(2) RESTRICTOR ELBOWS
SEE DETAIL 3
RIM ELEV 423.26
RISER
12"
2"Ø AIR VENT
IE= 420.75
EXTEND TO LANDSCAPE
AREA FINISHED GRADE.
MAX.
W.S.
1 NOT TO SCALE
CONTROL STRUCTURE (CB-12)
SEE NOTE 5LEVEL LINEMAXIMUM OPENING
OF GATE
SIDE
LIFT HANDLE
LEVEL LINE
FRONT
NOTES:
1.SHEAR GATE SHALL BE ALUMINUM ALLOY PER
ASTM B-26-ZG-32a OR CAST IRON ASTM A48
CLASS 30B AS REQUIRED.
2.GATE SHALL BE 8" DIAM. UNLESS OTHERWISE
SPECIFIED.
3.GATE SHALL BE JOINED TO TEE SECTION BY
BOLTING (THROUGH FLANGE), WELDING, OR
OTHER SECURE MEANS.
4.LIFT ROD: AS SPECIFIED BY MFR. WITH
HANDLE EXTENDING TO WITHIN ONE FOOT OF
COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5.GATE SHALL NOT OPEN BEYOND THE CLEAR
OPENING BY LIMITED HINGE MOVEMENT, STOP
TAB, OR SOME OTHER DEVICE.
6.NEOPRENE RUBBER GASKET REQUIRED
BETWEEN RISER MOUNTING FLANGE AND
GATE FLANGE.
7.MATING SURFACES OF LID AND BODY TO BE
MACHINED FOR PROPER FIT.
8.FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM.
STAINLESS STEEL.
9.ALTERNATE CLEANOUT/SHEAR GATES TO THE
DESIGN SHOWN ARE ACCEPTABLE, PROVIDED
THEY MEET THE MATERIAL SPECIFICATIONS
ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT
CIRCLE FOR BOLTING TO THE FLANGE
CONNECTION. ALTERNATE SHALL BE
REVIEWED AND APPROVED BY ENGINEER.
HANDLE WITH
LOCK PIN.
ADJUSTABLE LOCK
HOOK WITH LOCK
SCREW.
1" ROD OR
TUBING,
VARIABLE
LENGTH.
LIFT HANDLE SHALL
BE ATTACHED PER
MANUFACTURER'S
RECOMMENDATIONS.
SIX EVENLY SPACED
HOLES ON 10 3/8" BOLT
CIRCLE FOR BOLTING TO
FLANGE CONNECTION.
2 NOT TO SCALE
SHEAR GATE
6"
MAX.
RESTRICTOR ELBOW DETAIL
NOT TO SCALE
ORIFICE=1/2"Ø (ORIFICE 2)
ORIFICE=1 1/8"Ø (ORIFICE 3)
REMOVABLE
WATERTIGHT
COUPLING
IE=418.30 (ORIFICE 2)
IE=419.00 (ORIFICE 3)
RISER
4 NOT TO SCALE
FILTERRA VAULT
FILTERRA INSTALLATIONS
ID SIZE CONFIGURATION NOTES
FILTERRA 1 10'x6'LONG SIDE CURB INLET
FILTERRA 2 4'x4'SQUARE CURB INLET SEE NOTE 3
FILTERRA 3 12'x4'LONG SIDE CURB INLET
NOTES:
1.SEE PLAN FOR LOCATIONS.
2.SEE PLANTING PLAN FOR PLANTINGS IN FILTERRA VAULTS.
3.FILTERRA 2 SHALL BE INSTALLED WITH AN ADA-COMPLAINT
GRATE AND PLANTED WITH GRASSES.
INLET
ELEVATION
PER PLAN
6"
TOP ELEVATION
PER PLAN
AS SPECIFIED IN PLANTING PLAN
R-395914
6" PIPE
5 NOT TO SCALE
CMP PIPE CONNECTION
3 NOT TO SCALE
RESTRICTOR ELBOW
RECORD NOTE
AHBL CERTIFIES THE ACCURACY OF THESE
AS-BUILT DRAWINGS WHICH ARE COMPRISED OF
APPROVED ENGINEERING PLANS AND
CONSTRUCTION CHANGES PROVIDED BY THE
CONTRACTOR FOR THE PROJECT KNOWN AS
LINDBERGH HIGH SCHOOL PARKING LOT
IMPROVEMENTS. BASED ON THE STANDARD OF
CARE AND EXPERTISE THAT IS USUAL AND
CUSTOMARY IN THIS COMMUNITY FOR
PROFESSIONAL ENGINEERS IT APPEARS THAT
WORK WAS COMPLETED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED CIVIL
ENGINEERING PERMIT DOCUMENTS.
10/08/2018
10/08/2018