HomeMy WebLinkAbout4-KCWD00902023-Maple Highlands Chambers Plat DE-Final Plans-signedSE 2ND CT
SE 2ND ST
SE 2ND PL
SE 3RD PL
SE 138TH PL
SE 6TH PL
SE 7TH PL
SE 142ND ST
SE 141ST PL
SE 140TH PL
SE 139TH PL
SE 138TH PL
SE 143RD ST
SE 2ND LN
156TH AVE SESHADOW PLACE SETOLEDO AVE SEROSARIOPL SE152ND AVE SE154TH AVE SE150TH PL SE149TH PL SE148TH PL SE148THPL SESE 142N
D
P
L
SE 142N
D
P
L
SE 4TH PL
SE 5TH PLROSARIOAVE SEMAPLEWOOD PARK
WAPATO PL SESE 143RD PLSE139THCT
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
4
SK/MWGBRI/JT
SE 5TH PL REVISIONS REDUCED
SEPARATION DUE TO RETAINING WALL
7/19/2024
7/19/2024
FOR CONSTRUCTION
2221005.10
12600 SE 38TH STREET
BELLEVUE, WA 98006
CONTACT: DALTON SMITH
PHONE: (888)302-1252
CONNER HOMES
MAPLE HIGHLANDS
SW 1/4, SEC 14, TWN 23, RGE 5, CITY OF RENTON
MAPLE HIGHLANDS - KING COUNTY WATER DISTRICT 90
BASIS OF BEARING
WASHINGTON STATE PLAN COORDINATE SYSTEM, NAD
83/91 NORTH ZONE 4601 PER CITY OF RENTON
COORDINATE SYSTEM.
VERTICAL DATUM
NAVD 88 - CONTRACTOR TO VERIFY ELEVATIONS TO
LOCAL SITE CONTROL PRIOR TO CONSTRUCTION.
LEGAL DESCRIPTION
PARCEL: 146340-0020
CEDAR RIVER FIVE ACRE TRS PP ACT 39923602 MOBILE
HOME S 1/2 OF E 1/2
PARCEL: 146340-0021
CEDAR RIVER FIVE ACRE TRS S 110 FT OF W 1/2 OF LOT
3 TGW N 1/2 OF LOT 4 - AKA LOT B OF KC LOT LINE ADJ
NO 8908008 APPROVED NOVEMBER 30, 1989
EXISTING PROPOSED
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.
UTILITY NOTE
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.
SITE INFORMATION
JURISDICTION:CITY OF RENTON
PARCEL NUMBERS:1463400020
1463400021
GROSS SITE AREA:181,167 SF (4.16 AC)
PUBLIC ROW:42,064 SF (0.97 AC)
NET SITE AREA:139,103 (3.19 AC)
EXISTING ZONING:R-4 (4 DU/AC)
ALLOWED LOTS:12 LOTS
(3.19 AC X 4 DU/AC =12.8)
MAX NET DENSITY:4 DU/AC
DENSITY PROPOSED:3.8 DU/AC
DESIGN STANDARDS
MIN LOT AREA:9,000 SF
MIN LOT WIDTH:70'
MIN WIDTH CORNER LOT:80'
MIN LOT DEPTH:100'
FRONT SETBACK:30'
STREET SETBACK:30'
SIDE YARD SETBACK:20' COMBINED
7.5' MIN
REAR YARD SETBACK:25'
REAR IF CORNER LOT:REAR CAN BE SIDE SETBACK IF CORNER LOT
MAX IMPERVIOUS:50%
MAX LOT COVERAGE:35%
LEGEND
GENERAL NOTES
1.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF KING
COUNTY WATER DISTRICT NO. 90, THE DISTRICT'S TECHNICAL
STANDARDS AND STANDARD DETAILS, THE LOCAL ROADWAY AGENCY
AND THESE DRAWINGS.
2.THE LOCATION OF THE EXISTING UTILITIES SHOWN ON THE DRAWING IS
APPROXIMATE. LOCATION AND PROTECTION OF UNDERGROUND
UTILITIES SHALL BE IN ACCORDANCE WITH CHAPTER 19.122 RCW. CALL
800-424-5555 AT LEAST TWO BUSINESS DAYS BEFORE ANY EXCAVATION.
3.REPLACE ANY DAMAGED OR DESTROYED SURVEY MONUMENTS.
4.THIS PLAN AND PROFILE INFORMATION HAS BEEN FURNISHED BY THE
DEVELOPER OF HIS ENGINEER.
5.MINIMUM SEPARATION BETWEEN SANITARY SEWERS AND POTABLE
WATER LINES SHALL BE 10 FEET HORIZONTALLY (MEASURED SIDE TO
SIDE) AND 18 INCHES VERTICALLY FROM BOTTOM OF WATER LINE TO
CROWN OF SEWER. MINIMUM VERTICAL SEPARATION FOR
PERPENDICULAR OF OBLIQUE CROSSINGS SHALL BE 3 FEET FROM
OUTSIDE EDGES. SITUATIONS THAT REQUIRE LESS THAN MINIMUM
SEPARATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH DOE'S
"CRITERIA FOR SEWAGE WORKS DESIGN", LATEST EDITION.
6.THE DEVELOPER SHALL BE RESPONSIBLE FOR ACQUIRING ALL
NECESSARY EASEMENT, AGREEMENTS AND PERMITS PRIOR TO
CONSTRUCTION.
7.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED. CALL KCWD 90 AT
(425) 255-9600 TO SCHEDULE PRIOR TO PERFORMING ANY WORK.
8.THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST SEVEN (7)
DAYS IN ADVANCE AND MAKE THE NECESSARY ARRANGEMENTS WITH
THE DISTRICT INSPECTOR BEFORE CONNECTING TO THE EXISTING
WATER SYSTEM.
9.WATER SHUTOFFS REQUIRE A MINIMUM OF 72 HOURS PRIOR
NOTIFICATION TO AFFECTED CONNECTION.
10.CONTRACTOR IS REQUIRED TO PROVIDE A COMPETENT PERSON(S)
TRAINED TO IDENTIFY EXISTING OR PREDICTABLE HAZARDS RELATED TO
TRENCH SAFETY, SOIL CONDITIONS AND SHORING REQUIREMENTS, IN
ACCORDANCE WITH WAC 296-155.
CAUTION - EXTREME HAZARD - OVERHEAD ELECTRICAL SERVICE LINES
ARE GENERALLY NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES
SHOWN ON THE DRAWINGS ARE LOCATED BY POINT-TO-POINT,
POWER-POLE-TO-POWER-POLE CONNECTION. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED
BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW
PROCEDURES DURING CONSTRUCTION, THE CONTRACTOR SHALL MEET
WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND
REMEDIAL MEASURES, AND SHALL TAKE WHATEVER PRECAUTIONS MAY
BE REQUIRED.
DISTRICT STANDARD DETAILS
ALL KING COUNTY WATER DISTRICT NO. 90 STANDARD
DETAIL ARE APPLICABLE TO THIS PROJECT AND CAN BE
FOUND ON THE DISTRICT'S WEBSITE. ANY DISTRICT
STANDARD DETAIL SHOWN ON THESE PLANS HAS BEEN
MODIFIED FOR THIS PROJECT SPECIFICALLY.
DATE: July 11, 2024 FILENAME: Q:\2022\2221005\10_CIV\CAD\_Water\2221005-SH-COVR.dwg
C0.1
1
COVER SHEET
UTILITY CONTACTS
STORM/SEWER:CITY OF RENTON
1055 SOUTH GRADY WAY, RENTON, WA 98057
PH: (425) 430 7339
WATER:KING COUNTY WATER DISTRICT NO. 90
15606 SE 128TH ST, RENTON, WA 98059
PH: (425) 255-9600
VICINITY MAP
SCALE: 1"=500'
SITE
N
OWNER
CONNER HOMES
12600 SE 38TH STREET
BELLEVUE, WA 98006
PH: (888) 302-1252
CONTACT: DALTON SMITH
SURVEYOR
KPFF CONSULTING ENGINEERS
612 WOODLAND SQUARE LOOP SE,
SUITE 100
LACEY, WA 98503
PH: (360) 292-7230
CONTACT: JEREME CHAPMAN, PLS
CIVIL ENGINEER
AHBL
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: SCOTT KAUL, PE
GEOTECH
THE RILEY GROUP, INC.
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PH: (425) 415-0551
CONTACT: KRISTINA WELLER, PE
PARCEL #
1463400020
1463400021
SITE ADDRESS
13929 154TH AVE SE
RENTON, WA 98059
13818 152ND AVE SE
RENTON, WA 98059
SHEET INDEX
Sheet Number Sheet Title
C0.1 COVER SHEET
C0.2 EXISTING CONDITIONS
C1.0 WATER PLAN
C1.1 WATER PROFILES AND DETAILS
RD
S
W
DD
W
S
RD
07/19/2024
S88° 18' 04"E
297.10'
S0° 32' 11"W
110.02'
S88° 18' 04"E
297.13'
S0° 31' 04"W
166.35'0.1'5.1'14'4'FND IRON PIPE
SHED(TYP.)
PROP LINE
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
4
SK/MWGBRI/JT
SE 5TH PL REVISIONS REDUCED
SEPARATION DUE TO RETAINING WALL
7/19/2024
7/19/2024
FOR CONSTRUCTION
2221005.10
12600 SE 38TH STREET
BELLEVUE, WA 98006
CONTACT: DALTON SMITH
PHONE: (888)302-1252
CONNER HOMES
MAPLE HIGHLANDS
SW 1/4, SEC 14, TWN 23, RGE 5, CITY OF RENTON
MAPLE HIGHLANDS - KING COUNTY WATER DISTRICT 90
DATE: March 19, 2024 FILENAME: Q:\2022\2221005\10_CIV\CAD\_Water\2221005-SH-EXST-COND.dwg
C0.2
2
EXISTING
CONDITIONS
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
07/19/2024
0.1'5.1'14'4'FND IRON PIPE
SHED(TYP.)
PROP LINE386386386386386 384386
388390392390388 392
390
384
38
6
388
392
394
38
6
386380378
382 384 380374376378382384374376376382
388
386
386
378152ND AVE SE153RD AVE SE154TH AVE SESE 5TH PL
1234
5
6
7
10
9
8
12 11 TRACT A
TRACT B
SE 138TH PL
248 LF 8" DI (RJ)
304 LF 8" DI (RJ)
STA:52+43.25, 4.00' RT
FIRE HYDRANT ASSEMBLY PER
DISTRICT STANDARD DETAIL NO. 14
1-8"X6" TEE (RJ)
1-6" GATE VALVE
1-8" BLIND FLANGE
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
10'x5' WATER
EASEMENT (TYP.)
13'x5' WATER
EASEMENT FOR
ADJACENT SERVICES
(TYP.)
STA:32+46.81, 5.69' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
STA:31+00.93, 12.53' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
STA:30+94.93, 12.38' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
STA:52+32.96, 4.00' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:51+09.63, 4.00' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:51+03.63, 4.00' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:50+73.97, 4.00' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:31+33.97, 12.72' RT
RELOCATE EXISTING FIRE HYDRANT ASSEMBLY
PER DISTRICT STANDARD DETAIL NO. 14
1-8"X6" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
1-8" GATE VALVE
1-6" GATE VALVE
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
SE 139TH PL
SE 5TH PL292 LF 8" DI (RJ)
STA: 13+01.41, 4.65 RT =
STA: 49+95.09, 4.00 RT
1-8" TEE (FL)
3-8" GATE VALVES
MEGALUGS OR APPROVED EQUAL FOR
JOINTS AND FITTINGS WITHIN 20' OF TEE
STA:13+97.44, 7.30' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:14+66.67, 5.89' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:14+69.20, 5.84' RT
1-WATER SERVICE PER DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER DISTRICT STANDARD DETAIL NO. 4
STA:14+72.70, 5.77' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
STA:14+75.22, 5.72' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
STA:15+84.61, 11.40' RT
1-WATER SERVICE PER
DISTRICT STANDARD DETAIL NO. 5
1-WATER METER PER
DISTRICT STANDARD DETAIL NO. 4
CONNECT TO EXISTING WATER MAIN PER
WATER CONNECTION DETAIL #2 ON SHEET C1.1
STA: 16+56.97, 15.70 RT =
STA: 69+84.25, 2.13 RT
1-8" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
7.9'
9.2'
8.4'
CONNECT TO EXISTING WATER MAIN PER
WATER CONNECTION DETAIL #1 ON SHEET C1.1
STA: 10+09.44, 5.00 RT =
STA: 29+89.81, 10.10 RT
1-8" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
39 LF 8" DI (RJ)
STA:13+53.47, 8.19' RT
1-22.5° BEND
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
STA:13+40.55, 3.14' RT
1-22.5° BEND
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
14 LF 8" DI (RJ)
1
2
3
4 5
6
7
9
8
10
5.5'
5.0'
13.2'
x
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
4
SK/MWGBRI/JT
SE 5TH PL REVISIONS REDUCED
SEPARATION DUE TO RETAINING WALL
7/19/2024
7/19/2024
FOR CONSTRUCTION
2221005.10
12600 SE 38TH STREET
BELLEVUE, WA 98006
CONTACT: DALTON SMITH
PHONE: (888)302-1252
CONNER HOMES
MAPLE HIGHLANDS
SW 1/4, SEC 14, TWN 23, RGE 5, CITY OF RENTON
MAPLE HIGHLANDS - KING COUNTY WATER DISTRICT 90
DATE: July 19, 2024 FILENAME: Q:\2022\2221005\10_CIV\CAD\_Water\2221005-SH-WATR.dwg
C1.0
3
WATER PLAN
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
NOTES
1.LESS THAN 10' STANDARD SEPARATION PROVIDED.
REDUCED SEPARATION FROM WATER TO SEWER
AS APPROVED BY CITY.
2.7' MINIMUM SEPARATION FROM WATER TO STORM
3.REFER TO LANDSCAPE PLANS FOR IRRIGATION
4.PROVIDE DUCTILE IRON CLASS 52
5.REFER TO CROSSINGS ON SHEET C1.1
6.PROVIDE COPPERHEAD TRACER WIRE SYSTEM
PER DISTRICT COPPERHEAD-SPEC MOST CURRENT
VERSION.
07/19/2024
375
380
385
390
375
380
385
390
SEWER
CONCRETE
ENCASEMENT
STORM
CROSSING
STORM CROSSING
0.5' MIN. SEPARATION,
PROVIDE CDF BACKFILL
STA: 50+73.97
LOT 4
WATER CONNECTION
STA: 51+03.63
LOT 5 WATER CONNECTION
STA: 51+09.63
LOT 6 WATER CONNECTION
STA: 52+32.96
LOT 7 WATER CONNECTION
248 LF 8" D
I
(
R
J
)
STA: 52+43.25
FIRE HYDRANT ASSEMBLY
STA: 49+95.09
TEE
SEWER CROSSING7
8
9
370
375
380
385
390
370
375
380
385
390
STA: 13+01.41
TEE
PROTECT EXISTING COMM LINE,
APPROXIMATE SIZE/DEPTH/LOCATION.
CONTRACTOR TO POTHOLE AND
VERIFY SIZE/DEPTH/LOCATION.
WATER MAIN CONNECTION
APPROXIMATE DEPTH/LOCATION.
CONTRACTOR TO POTHOLE AND
VERIFY LOCATION AND DEPTH
PROTECT EXISTING POWER,
APPROXIMATE SIZE/DEPTH/LOCATION.
CONTRACTOR TO POTHOLE AND
VERIFY SIZE/DEPTH/LOCATION.
SIDE SEWER CROSSING
STA: 10+09.44
CONNECT TO EXISTING WATER MAIN PER
WATER CONNECTION DETAIL #1 THIS SHEET
1-8" CUT IN TEE (RJ)
PER DISTRICT STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING
PER DISTRICT STANDARD DETAIL NO. 2
STA: 13+97.44
LOT 12 WATER CONNECTION
STA: 14+66.67
LOT 11 WATER CONNECTION
STA: 14+69.20
TRACT A IRRIGATION WATER CONNECTION
STA: 14+72.70
LOT 3 WATER CONNECTION STA: 14+75.22
LOT 2 WATER CONNECTION
STA: 15+84.61
LOT 1 WATER CONNECTION
SIDE SEWER CROSSING
STA: 16+56.97
CONNECT TO EXISTING WATER MAIN PER
WATER CONNECTION DETAIL #2 THIS SHEET
1-8" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
292 LF 8" DI (RJ)
304 LF 8" DI (
R
J
)
CONCRETE ENCASEMENT
STORM CROSSING
1
2
3
4
5
6STORM CROSSING
14 LF 8" DI (RJ)
39 LF 8" DI (RJ)
STORM CROSSING10
STA: 13+40.55
22.5° BEND STA: 13+53.47
22.5° BEND
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
4
SK/MWGBRI/JT
SE 5TH PL REVISIONS REDUCED
SEPARATION DUE TO RETAINING WALL
7/19/2024
7/19/2024
FOR CONSTRUCTION
2221005.10
12600 SE 38TH STREET
BELLEVUE, WA 98006
CONTACT: DALTON SMITH
PHONE: (888)302-1252
CONNER HOMES
MAPLE HIGHLANDS
SW 1/4, SEC 14, TWN 23, RGE 5, CITY OF RENTON
MAPLE HIGHLANDS - KING COUNTY WATER DISTRICT 90
DATE: July 19, 2024 FILENAME: Q:\2022\2221005\10_CIV\CAD\_Water\2221005-SH-WATR.dwg
C1.1
4
WATER PROFILES
AND DETAILS
153RD AVE SE WATER PROFILE
SCALE: H:1"= 50', V:1" = 5'
SE 5TH PL WATER PROFILE
SCALE: H:1"= 50', V:1" = 5'
CONNECTION AND SHUT DOWN NOTES
1.SCHEDULE WITH THE DISTRICT IN WRITING, EMAIL OK (7 DAYS MINIMUM
NOTICE) ALL WATER MAIN SHUT-DOWNS AND CONNECTIONS.
2.INSTALLATION OF THE DISTRICT'S STANDARD TESTING CONNECTION IS
REQUIRED FOR ALL FLUSHING AND TESTING ACTIVITIES.
3.FOLLOWING COMPLETION OF THE NEW CONSTRUCTION, TESTING, AND
ACCEPTANCE BY THE DISTRICT, REMOVE THE TESTING CONNECTION
AND INSTALL SEGMENTS OF DI PIPE (LENGTH TO SUIT) WITH TWO (2)
RESTRAINED MJ SLEEVES.
4.INSTALLATION AND CONNECTION SHALL BE WITH 100% DISTRICT
INSPECTION.
5.ALL CUT-IN-TEES, VALVES, SPOOLS AND COUPLINGS NEED TO BE
STERILE SWABBED.
6.CONNECTION CANNOT BE MADE UNTIL ALL TESTING HAS BEEN
COMPLETED, PIGS RETRIEVED AND PURITY RESULTS ARE
SATISFACTORY.
WATER CONNECTION DETAIL #1 SE 5TH PL AND 152ND AVE SE
NOT TO SCALE
SE 139TH PL
SE 5TH PL
NEW 8" DI (RJ)
WATER MAIN
TESTING FINALEX 8" DISE 139TH PL
SE 5TH PL152ND AVE SENEW 8" DI (RJ)
WATER MAIN
INSTALL TEMPORARY 8" CAP (MJ)
WITH 2" TAP AND TEMPORARY
2" BLOWOFF ASSEMBLY PER DISTRICT
STANDARD DETAIL NO.15 FOR
FLUSHING, PRESSURE TESTS, AND
PURITY TESTS, LOCATE BLOWOFF
CLEAR OF TRAVELED WAY.
CONNECT TO EXISTING WATER MAIN
1-8" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
WATER CONNECTION DETAIL #2 SE 5TH PL AND 154TH AVE SE
NOT TO SCALE
SE 5TH PL
SE 5TH PL
NEW 8" DI (RJ)
WATER MAIN
TESTING FINAL
INSTALL TEMPORARY 8" CAP (MJ)
WITH 2" TAP AND TEMPORARY
2" BLOWOFF ASSEMBLY PER DISTRICT
STANDARD DETAIL NO.15 FOR
FLUSHING, PRESSURE TESTS, AND
PURITY TESTS, LOCATE BLOWOFF
CLEAR OF TRAVELED WAY.
CONNECT TO EXISTING WATER MAIN
1-8" CUT IN TEE (RJ) PER DISTRICT
STANDARD DETAIL NO. 11
2-8" GATE VALVES
CONCRETE THRUST BLOCKING PER
DISTRICT STANDARD DETAIL NO. 2
EX 8" DI154TH AVE SEEX 8" DI152ND AVE SEEX 8" DIEX 8" DISE 5TH PL
SE 5TH PL
NEW 8" DI (RJ)
WATER MAIN
EX 8" DI154TH AVE SE1.2'±
EXIST. 2"
COMM
PROP. 8"
WATER
0.5'±
EXIST. 2"
POWER
PROP. 8"
WATER
1.0'
PROP. 8"
WATER
IE= 380.4±
PROP. 6"
SEWER
T.O.P= 379.4
5.2'
PROP. 8"
WATER
IE= 382.8±
PROP. 18"
STORM
T.O.P= 377.6
IE= 382.4±
T.O.P= 381.2±
0.8'
PROP. 8"
WATER
IE= 379.4±
PROP. 8"
SEWER
T.O.P= 378.6
PROP. 12"
STORM
IE= 380.5
PROP. 8"
WATER
T.O.P= 380.0±
IE= 381.7±
T.O.P= 381.2±
1.0'
PROP. 12"
STORM
IE= 380.1
PROP. 8"
WATER
T.O.P= 379.1±
21 3
654
987
1.6'
PROP. 8"
WATER
IE= 381.5±
PROP. 6"
SEWER
T.O.P= 379.3
2.7'
PROP. 8"
WATER
IE= 384.7
PROP. 12"
STORM
T.O.P= 382.0
0.5' MIN
CROSSINGS
NOT TO SCALE
1.4'
PROP. 8"
STORM
IE= 381.8
PROP. 8"
WATER
T.O.P= 380.4±
10
07/19/2024