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� CIVIL PERMIT
PROJECT INFORMATION
PROJECT SUMMARY
INSTALL FOUR DOUBLE CLASSROOM PORTABLES. WORK
INCLUDES BUT IS NOT LIMITED TO RAMPS, STAIRS, ELECTRICAL
SYSTEMS AND RELATED SITE WORK.
ALL ANALYSIS IS BASED ON THE SUBJECT PARCEL
SITE AREA
AREA (SUBJECT PARCEL)
178,596 SF
SQUARE FOOTAGE OF EACH BUILDING AND/OR USE
BLD—A
BLD—B
BLD—C
BLD—D
BLD-1 (EXISTING)
BLD-4 (EXISTING)
1,792
SF
SINGLE STORY
1,792
SF
SINGLE STORY
1,792
SF
SINGLE STORY
1,792
SF
SINGLE STORY
60,782
SF
TWO STORY
23,395
SF
TWO STORY
* ALL BUILDINGS ARE EDUCATIONAL USE
TOTAL SQUARE FOOTAGE OF ALL BUILDINGS (FOOTPRINT)
BLD—A
BLD—B
BLD—C
BLD—D
BLD-1 (EXISTING)
BLD-4 (EXISTING)
TOTAL
PERCENT OF LOT COVERAGE
1,792 SF
1,792 SF
1,792 SF
1,792 SF
30,391 SF
23.395 SF
60,954 SF
PERCENT = 30.11 (53,786 SF / 178,596 SF)
SQUARE FOOTAGE (EXISTING) OF ALL LANDSCAPING
AREA
34,774 SF
ALLOWABLE & PROPOSED BUILDING HEIGHTS
ALLOWABLE BUILDING HEIGHT:
PROPOSED BUILDING HEIGHT:
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24 FEET (WALL PLATE)
16 FEET (TOP OF RIDGE)
greenegasaway
PO BOX 4158
FEDERAL WAY, WA. 98063
TEL: 253-941-4937
BUILDING SETBACKS REQUIRED BY CODE
FRONT YARD
SIDE YARD
REAR YARD
PROPOSED BUILDING SETBACKS
FRONT YARD
SIDE YARD
REAR YARD
PARKING ANALYSIS
REQUIRED PARKING
20 FEET
5 FEET
25 FEET
269 FEET
67 FEET
223 FEET
REQ COUNT REQ
1 PER EMPLOYEE 155 155
1 PER 10 STUDENTS 1,694 170
TOTAL 325
* COUNTS INCLUDE ADDITIONAL STAFF & STUDENTS
(E) PARKING STALL STATUS
GENERAL
ACCESSIBLE
VAN ACCESSIBLE
TOTAL
REMOVED STALLS
GENERAL
ACCESSIBLE
VAN ACCESSIBLE
TOTAL
REVISED PARKING STALL COUNT
GENERAL
ACCESSIBLE
VAN ACCESSIBLE
TOTAL
BIKE RACKS
REQUIRED
EXISTING
ADDED
TOTAL
REFUSE & RECYCLE
REFUSE
RECYCLE
446
3
16
465
51
0
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395
3
16
414
33 (325 x 0.10 = 32.5)
16
18
34
30 CY DUMPSTER
30 CY DUMPSTER
* SCREENED ON EAST SIDE BY EXISTING LANDSCAPING
CONTACTS
OWNER
RENTON SCHOOL DISTRICT NO. 403
7812 S 124TH STREET
SEATTLE, WA. 98178
CONTACT: MIKE CATO
TELEPHONE: 425.204.4473
EMAIL: michael.cato@rentonschools.us
ARCHITECT
GREENE—GASAWAY ARCHITECTS
PO BOX 4158
FEDERAL WAY, WA 98063-4158
CONTACT: CALVIN GASAWAY
TELEPHONE: (253) 941-4937
EMAIL: calvin@greenegasaway.com
JACOBSON CONSULTING ENGINEERS
815 1ST AVE S #288
SEATTLE, WA 98104
CONTACT: ALAN JACOBSON
TELEPHONE: 206.399.6233
EMAIL: alan@jacobsonengineers.com
LANDSCAPE
SCJ ALLIANCE
8730 TALLEN LANE NE SUITE 200
LACEY, WA 98516
CANTACT: JEFF GLANDER
TELEPHONE: 360.951.5136
EMAIL: jeff.glander@scjalliance.com
ELECTRICAL
METRIX ENGINEERS
227 WILLIAMS AVE S
RENTON, WA 98057
CONTACT: BEN PREHODA
TELEPHONE: 425.336.2822
EMAIL: benp@metrixeng.com
PORTABLE CLASSROOM
ARIES BUILDING SYSTEMS
4122 FACTORIA BLVD STE 402
BELLEVUE, WA 98006
CONTACT: STEVE YAN TZER
TELEPHONE: 253.355.9830
EMAIL: syantzer@ariesbuildings.com
RAMPS/STAIRS/LANDINGS
WELCOME RAMP SYSTEMS
3902 B ST NW SUITE B
AUBURN, WA 98001
CONTACT: SVEN BJERKHOEL
TELEPHONE: 303.514.7836
EMAIL: s.bjerkhoel@welcomerampsystems.com
SPR APPLICATION 3/22/23 SURVEYED: SCALE:
VERTICAL- NAVD 1988
BUILDING PERMIT 4/4/23 NA HORIZONTAL NAD 1983/1991
DESIGNED:
COP-1 5/22/23 CIS
PERMIT SUBMITTAL 8/29/23 DRAWN:
PDS ONE INCH DATUM
CIVIL PERMIT SUBMITTAL 11/30/23 CHECKED:
CG AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
CG
2023
VICINITY MAP
LOCATION
1 IUI r1`JVUI/AIVI /HVL INt I\LJVL_V
RENTON, WA 98059 SITE
INDEX
ARCHITECTURAL
A001 GENERAL INFORMATION
A002 GENERAL INFORMATION
CIVIL
C100
DEMOLITION PLAN
C200
GRADING & PAVING PLAN
C300
HORIZONTAL CONTROL PLAN
C400
UTILITY & DRAINAGE PLAN
C500
FIRE PLAN
C510
SITE DETAILS
C TY OF
9;R] RENTON
Planning/Building/Public Works Dept.
R-428001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY
APPROVED �t' p
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SURFACE WATER UTILITY
WATER UTILITY �' #
ABDOUL GAFOUR 01/12/2024 jfarah 02/01 /2024
DATE:
HAZEN HIGH SCHOOL 6/22/23
FIELDBOOK:
PAGE:
SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO:
GENERAL INFORMATION A001
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SPR APPLICATION
BUILDING PERMIT
1 COP-1
CIVIL PERMIT SUBMITTAL
CIVIL PERMIT RESUBMITTAL
NO. REVISION
3/22/23
SURVEYED:
/4/23
DESIGNED:
SSE
/22/23
/12/23
DRAWN. DJD
1/30/2
CHECKED:
SSE
BY
DATE
APPR
APPROVED:
JAJ
SCALE:
1"=10'
ONE INCH
AT FULL SCN_E
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
Call before you
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or1-800-424-5555
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DESCRIPTION
QUANTITY
UNIT
UTILITY REPLACED
1 ,995
SF
ASPHALT
R-428003 L\
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
IELOPMENT ENGINEERING `
�Morman 01 /12/2024 %J
DATE:
HAZEN HIGH SCHOOL 11/30/23
FIELDBOOK:
PAGE:
SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO:
DEMOLITION PLAN C1 OO
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DRAINAGE GRATE
GRATE FRAME -�
SEDIMENT AND DEBRIS
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN)
BELOW INLET GRATE DEVICE
FILTERED
WATER -
5" MAX.
TRIM
a OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
;u
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 216.30
.} PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018
Public Works Adminirtm DATE
NTS
Catch Basin Insert
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS SENSITIVE AREAS AND THEIR BUFFERS AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM,
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLANS CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS AMENDED SOILS BIORETENTION PERMEABLE PAVEMENT
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 268.00
•�a PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PROVED:
'�1� DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018
Public Works Admi' w-, DATE
TESTING CONNECTION
EXISTING
WATER MAIN
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
8'+
a a d • O o 0 NEW DI WATER MAIN
e
TEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY APPROVED WET TAP CONTRACTOR)
3 x ID (1) TAPPING TEE (FL) PER STD PLAN 300.6
MIN (1) TAPPING GATE VALVE (FLxMJ)
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
Q a d • Q oOo NEW DI WATER MAIN
a
• PUBLIC WORKS
:45 AP DEPARTMENT
: 4 S AN
90' BEND
CAP / PLUG
B
TEE
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
STD. PLAN - 300.5
CONNECTION TO WATER MAIN APPROVED:
TAPPING TEE AND VALVE 6/28/2023
�nln PasnKna DATE
blc woks Aeminiso-aco.
IN 2
Connection To Water Main
45' BEND
C
22 Y2o BEND
D
11 Y4o BEND
E,
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR
O
O
O
O
O
(PSI)RE
4„
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
i/M
NONE
6"
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
81.
200
7/(5)
5/(3)
4/(3)
2/(2)
1/M
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10.1
200
11/(8)
8/(6)
6/(4)
3/(2)
2/(1)
275
16/(11)
I1/(7)
9/(6)
5/(3)
3/(2)
12"
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32/(21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
SOIL TYPE
SAFE BEARING LOAD (PSF)
MUCK OR PEAT
0
SOFT CLAY
1,000
SAND
2,000
SAND AND GRAVEL
3,000
CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
NOTES:
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.1
•� PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2023
�a,tln PashNa
bloc wo,ksaemin DATE
NTS
Y
NTS F''
Erosion and Sediment Control Standard Plan Notes W
-° JAC013SON
CONSULTING ENGINEERS
�. JAB Concrete Blocking for Horizontal Fittings
NAAS77
SPR APPLICATION
BUILDING PERMIT
1 COP-1
w� CIVIL PERMIT SUBMITTAL
43667
S-F
`I S T'ug o CIVIL PERMIT RESUBMITTAL
��1�
NAL NO. REVISION
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE REMOVE ALL SURFACE MATERIALS AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o STD. PLAN - 300.0
°,► PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
"F'FN,TO MARCH 2O10
NTS
_(:j)
Water Plan General Notes
U)
475
U 0
0 1--
475
m Z co
z 00 m
PROPOSED FIRE
0 0 Z 0
w
HYDRANT ASSEMBLY
mQ = ¢
(BEYOND)
LL
U 0 N
470
o
w
470
(0
00>��>\Lu
EX
GRADE
465
465
I CL52
C'7
25 LF 8" DI CL52 29 LF 8" DI CL52
460
460
8" POLYPIGGING
STATION PER STD
PLAN NO. 300.7
455
c) 0
0
455
J CO
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w z
W QLU U
CO 0
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1.
FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT.
2.
PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA.
3.
A MINIMUM T RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
MATERIALS
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, S Y4" MVO,
OA
HYDRANT
1 Y4' PENTAGON OPERATING NUT, TWO (2) 2 Y" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
OB
TEE
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
OC
VALVE
6" GATE VALVE (FLxMJ)
OD
VALVE BOX
VALVE BOX AND LID PER STD PLAN 330.7
OE
PIPE
CLASS 52 DI, LENGTH TO FIT
OF
JOINT RESTRAINT
MECHANICALJOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEELTIE RODS
1 Y4' WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
GO
GRAVEL
AROUND TOP AND SIDES OF GRAVEL
OH
CONCRETE BLOCK
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
OI
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
JO
SHEAR BLOCK
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
O
PAVEMENT MARKER
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
PUBLIC WORKS
APPROVED:
FIRE HYDRANT ASSEMBLY
DEPARTMENT
6/28/2023'
vren Paa„rna DATE
mm woes anmmmmo,
FINAL JOIN MUST
BE SAW -CUT (TYP)
1" BELOW EXIST 12" MIN
445 445
IRE HYDRANT ASSEMBL
Scale: 1"=5' V. 1"=20' H
I 6-
6 NTS
Fire Hydrant Profile
/22/23 SURVEYED: SCALE:
VERTICAL: NAVD 1988
/ „- HORIZONTAL: NAD 1983/1991 CITY OF
4/ 23 DESIGNED: 1 -10 +
/22/23 SSE
DRAWN: RENTON
/12/23 DJD
ONE INCH DATUM 0
1/30/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR 'wPROVE
JAJ SCALE ACCORDINGLY
SEE STANDARD PIPE
TRENCH DETAIL
NTS
Fire Hydrant Assembly
ASPHALT CONCRETE HMA CLASS 1/2"
(3" MIN) REPLACEMENT PATCH TO BE 1"
THICKER THAN PREVIOUSLY EXISTED
r COMPACTED CRUSHED
I SURFACING TOP COURSE
CRUSHED SURFACING
BASE COURSE
SEAL JOINT WITH
COUNTY APPROVED
SEALANT
IEXISTING
ASPHALT
APPLY ASPHALT
TACK COAT AT
ALL JOINTS (TYP)
NTS n
Asphalt patch a
W-428003 R-428008
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMorman 01 /12/2024
EWATER UTILITY %
ABDOUL GAFOUR 01/12/2024
DATE:
HAZEN HIGH SCHOOL B o/30/23
FIEL
PAGE:
SITEWORK FOR PORTABLE CLASSROOMS DRAWING NO:
SITE DETAILS C5
SHEET: CIR
8 OF 8
LJ
W
co
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r1's
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PERMIT/PRICING REVIEW SET