HomeMy WebLinkAboutzR-3858SetSEC 18, TWP 23N, R 5E, W.M.
Ii A 1i ii I . 0 A
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CONDITIONS OF APPROVAL
THE PROPOSED SITE PLAN AND MODIFICATION REQUEST FOR THE ATS
EXPANSION, FILE NO LUA15-00478, ECF, MOD, SA—A, ARE APPROVED SUBJECT
TO THE FOLLOWING CONDITIONS:
1. A DETAILED LANDSCAPE PLAN, COMPLIANT WITH THE RMC 4-8-120D SHALL
BE SUBMITTED AT THE TIME OF BUILDING PERMIT REVIEW. THE DETAILED
LANDSCAPE PLAN SHALL INCLUDE:
a. PLANTINGS BETWEEN THE WROUGHT IRON FENCE AND SIDEWALK ON THE
NORTHEAST CORNER OF THE PROJECT SITE;
b. A MINIMUM 5—FOOT WIDE LANDSCAPE STRIP SHALL BE PROVIDED
BETWEEN THE PROPOSED PARKING LOT AND NORTH PROPERTY LINE. IN
ADDITION, EVERGREEN SHRUBS SHALL BE INSTALLED WITHIN THE
5—FOOT WIDE LANDSCAPE STRIP TO FURTHER BUFFER THE NORTHERN
PROPERTY FROM THE PROPOSED PROJECT;
c. LEPRECHAUN ASH STREET TREES AND 4' BY 8' TREE GRATES WHICH
MATCH THE DESIGN OF THE EXISTING GRATES ALONG SHATTUCK AVENUE
S.
THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO THE ISSUANCE OF THE
BUILDING PERMIT. LANDSCAPING SHALL BE INSTALLED PRIOR TO
CERTIFICATE OF OCCUPANCY.
2. A REVISED PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT
REVIEW PROVIDING AT LEAST 3 LINEAL FEET OF SEATING AREA (BENCH,
LEDGE, ETC) OR ONE INDIVIDUAL SEAT PER 60 SQUARE FEET OF PLAZA
AREA WITHIN THE WEST PLAZA. THE REVISED SITE PLAN SHALL BE
SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND
APPROVAL PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. SEATING
SHALL BE INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY.
3. A LIGHTING PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT
REVIEW DEMONSTRATING COMPLIANCE WITH RMC 4-4-075 LIGHTING,
EXTERIOR, ON—SITE. THE LIGHTING PLAN SHALL BE SUBMITTED TO THE
CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR
TO THE ISSUANCE OF A BUILDING PERMIT.
4. AN ARBORIST SHALL BE ON SITE DURING CONSTRUCTION OF THE PLAZA TO
MW A L Ole
AM& AMKk ILL ML
AB PERM[T #U1500553f
VICINITY MAP
— NOT TO SCALE —
CIVIL ENGINEER
LPD ENGINEERING, PLLC
911 WESTERN AVE., SUITE 420
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA (TO BE REMOVED): 7,917 SF
NEW IMPERVIOUS AREA: 5,699 SF
TOTAL NEW PLUS REPLACED IMPERVIOUS AREA: 13,616 SF
,UA
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p11cwww.Ipdengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
LOCATION MAP J.pv,
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ENSURE TREE PROTECTION IS SUFFICIENT TO ENSURE SURVIVAL OF THE SEATTLE, WA 98104 NI D • t' D t
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EXISTING TREE TO BE RETAINED ADJACENT TO THE PLAZA.
CONTACT: MARC SERVICI
C
PHONE: (206) 725-1211
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5. A REVISED SITE PLAN, WHICH COMPLIES WITH THE BICYCLE REQUIREMENTS
EMAIL: MARCS@LPDENGINEERING.COM
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OR A MODIFICATION TO THE REQUIRED BICYCLE PARKING SPACES OUTLINE IN
WEBSITE: WWW.LPDENGINEERING.COM
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RMC 4-4-080F.11 SHALL BE SUBMITTED AT TIME OF BUILDING PERMIT
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REVIEW. THE REVISED SITE PLAN SHALL BE SUBMITTED TO THE CURRENT
BENCHMARK
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PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO THE
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ISSUANCE OF A BUILDING PERMIT.
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NEAREST BENCHMARK IS CITY
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6. A REVISED SITE PLAN SHALL BE SUBMITTED AT THE TIME OF BUILDING
OF RENTON SURVEY CONTROL
PERMIT REVIEW DEMONSTRATING COMPLIANCE WITH THE FIRE DEPARTMENT
NAVD 88 NETWORK MONUMENT NO. 673.
ACCESS REQUIREMENTS. THE REVISED SITE PLAN SHALL BE SU MITT
SUBMITTED TO
ELEV = 32.62 FEET
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THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL
L PRIOR TO THE ISSUANCE
(CONVERTED)
OF A BUILDING PERMIT.
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7. A REVISED SITE PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
LEGAL DESCRIPTION
b
PERMIT REVIEW REPLACING THE STRIPED WALKWAYS WITH A WALKWAY OF A
Ira
DIFFERENTIATED MATERIAL (IE STAMPED CONCRETE OR PAVERS). THE
LOTS 8 AND 9 IN BLOCK 2 OF SMITHERS FIFTH ADDITION TO THE TOWN OF
TO
REVISED SITE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING
RENTON, ACCORDING PLAT RECORDED IN VOLUME 16 OF PLATS AT PAGE
0
PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR THE ISSUANCE OF A
331 IN KING COUNTY, WASHINGTON.
3
BUILDING PERMIT.
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
SEC 18, TWP 23 N, RNG 5 E, WM
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1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
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W4 CONSTRUCTION DOCUMENTS 9.15.15
OE5 TESC 9.25.15
6B PERMIT REVISIONS 10.07.15
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Drawn by: JLC Reviewed by: UP
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CONSTRUCTION SEC)IJEENCE
CLIENT:
EX FIRE HYDRANT
QL. 3 FENCING
APPROXIMATE—/REC0464ENDED
CURB CUT. LOCATION MAY BE ADJUSTED DURING THE CONSTRUCTION
SCHEDULE.
A R C H I T E C T S
ATS AUTOMATION
. .......... MAX WATER EL 28.0 (22'X45')
q
0TEMPORARY
l' TO REMAIN
FORCE MAIN
SAWCUT AND
LIMIT OF WORK
1. PRE MEETING.
–CONSTRUCTION
BOTTOM EL 24.5
REMOVE Ex
ALLEY ACP
6. INSTALL PERIMETER PROTECTION (SILT FENCE.).
OLD MILWAUKEE SUBSTATION
REMOVE EX TREE
POW .,7��.
INSTALLED
DISCHARGE TO INSTA
ON–SITE CATCH BASIN
FM
SILT DIKE --\
WEAVER ARCHITECTS, INC.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE
450 SHATTUCK AVENUE S.
SAWCUT AND REMOVE
EX ACP AS NECESSARY
1 6.
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7. INSTALL STORM DRAIN SYSTEM IN SHATTUCK, SD#2, SD#3, AND SEDIMENT
-REMOVE EX
.. .... .... FENCE.
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
RENTON, WA 98055
TRAP AND PUMP.
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FOR SERVICE
CONSTRUCTION
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"7 SURFACE AREA OF 312.5 SF8
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5. GRADE AND INSTALL CONSTRUCTION ENTRANCE AT EXISTING OR PROPOSED
TOP EL 29.5 (6" BERM)
CURB CUT. LOCATION MAY BE ADJUSTED DURING THE CONSTRUCTION
SCHEDULE.
A R C H I T E C T S
. .......... MAX WATER EL 28.0 (22'X45')
SAWCUT AND
BOTTOM EL 24.5
REMOVE Ex
ALLEY ACP
6. INSTALL PERIMETER PROTECTION (SILT FENCE.).
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REMOVE EX TREE
WEAVER ARCHITECTS, INC.
........... (TYP)
7. INSTALL STORM DRAIN SYSTEM IN SHATTUCK, SD#2, SD#3, AND SEDIMENT
-REMOVE EX
.. .... .... FENCE.
TRAP AND PUMP.
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141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
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STABILIZED CONSTRUCTION
ENTRANCE
CONSTRUCTION FENCING
SILT FENCE
EX TREE TO REMAIN
EX TREE TO BE REMOVED
TREE PROTECTION
EX CURB TO BE REMOVED
EX FENCE TO BE REMOVED
INLET PROTECTION
-- .� �- -- LIMITS OF WORK
TRIANGULAR SILT DIKE
TEMP FORCE MAIN
—[AUMVYC. L—A JI/`1Lt_
STRIPING WITHIN
LIMIT OF WORK
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUES.
RENTON, WA 98055
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A R C H I T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725,1211
If. 206.973.5344
engineering plicwww.1piclengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
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No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3�& PERMIT REVISIONS 8.31.15
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 &PERMIT REVISIONS 10.07.15
0
Drawn by: JLC Reviewed by: LJP
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TESC AND DEMO FOR FIRE
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CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
>1 w r ARCC H 1 T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
eng i neer ng p11cwww.Ipdengineering.com
W�p
PrAd
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayFaget.com
Professional seal
J. p
WASHl�,
30766
`IS'I0NAI.
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
0
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
TESC DETAILS
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Oo�U OaJOINTS
GRAVEL
2"x4" WOOD POSTS,
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BARRICADE FENCING `n
IN FILTER FABRIC SHALL BE
SPLICED AT POSTS, USE STAPLES, STEEL FENCE POSTS,
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(ORANGE CONSTRUCTION
MIN 4' HT.
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ATTACH FABRIC TO POSTS.
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BURIAL
GROUP OF TREES AT DEPTH
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DRIP LINE OR AS SHOWN
WIRE OR
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EQUIVALENT, IF
(TO BYPASS PEAK
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FLOWS)
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FABRIC USED
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NOTED
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MIN. DEPTH
uo �NOTES:
GEO—TEXTILE
1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF
FABRIC
TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY
I (
I
SEDIMENT
4” — 8" QUARRY
THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND
ACCUMULATOR
SPALLS
WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING
I I
I
(MIN. 0.5 CF
AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING
STORAGE)
PLAN.
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SCHEMATIC DETAIL
2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED
— — — — — — — — — — — —
II I Ii lI I I i lII I III 1I I I� �I I I� �I I III II I II I I I II I II I I� �I I II II I III II I I�,III, ;,III ; ,III,, ,I I 1-1
WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS
PROVIDE "STREAMGUARD
SEDIMENT CATCH BASIN INSERT" OR APPROVED EQUAL
APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE
ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST.
( II
MANUFACTURER'S NAME:
BOWHEAD ENVIRONMENTAL & SAFETY
6 MAX
MINIMUM
ADDRESS. P.O. BOX 375
PRESTON, WA 98050
3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION
POST SPACING MAY BE
4x4 "
TELEPHONE: (800) 909-3677
MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1 to IN
INCREASED TO 8' IF WIRE
BACKING IS USED
TRENCH
WWW.SHOPBOWHEAD.COM
DIAMETER MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION
OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP
BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH
2"x4" WOOD POSTS,
AS SOON AS POSSIBLE.
STEEL FENCE POSTS,
REBAR, OR
EQUIVALENT
NTS
CATCH BASIN INLET PROTECTION
NTS
NTS
NTS
CONSTRUCTION ENTRANCE2
TREE PROTECTION FENCING
SILT FENCE
PROVIDE SOLID COVER
4 e`
d
RUNOFF WITH SEDIMENT
A e
d • ° ° ° °
d q
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FM FOR DISCHARGE OF
° 4
°° •°
APRON 4a °
ACCEPTABLE SEDIMENT FREE
°
STORMWATER TO APPROVED
. ° a • a a °
OUTLET PER PLAN
6 OVERLAP-
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CONSTRUCTION
AREA OR
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STRETCHER BAR (TYP) SADDLE CLAMP
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MOVABLE SUMP &PUMP
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NOTE:
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F THE SURFACE AREA IS CONCRETE,
.� /�
0 0 0 0
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v (MUST
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ADHESIVES SUCH AS LIQUID NAIL OR SAND
BAGS SHALL BE USED. IF IT
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\\O W
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2"DIA WEEP HOLES
IS AN ASPHALT
SURFACE,
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A RUBBERIZED ASPHALT EMULSION
CAN BE USED. THE TACKING AGENT MUST BE
IF IF GROUNDWATER IS
WIRE TIES
APPLIED UNDER THE FULL LENGTH OF THE/�/
OBSERVED UPON
WATER LEVEL
SUMP PUMP AND MOTOR
BARRIER SECTION AND THE APRON.
—i l 1= 1 11=111=I I I=1 I- I l i=1
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1=1 I I -I 11=1 I I -I 11=1 I I 1=1
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EXCAVATION, LINE
REMOVE SEDIMENTATION WITH 6 BETONITE
"
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'''/''\'\ \// /�;�'.��!��'/�,'/'''',''',''', ,''' W/CAPACITY AS NECESSARY
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AFTER SITE IS STABILZED & CLAY OR HDPE LINER.
2" x 2" MESH, 11 GAUGE
T.E.S.C. MEASURES ARE ANCHOR TO AVOID
REMOVED. EXCAVATE
CONSTRUCTION APRO
LIMITS OF SEDIMENT
MIN PROVIDE SECURE
FLOATING.
BIORETENTION POND AS
BLOCKS AS NECESSARY
AREA
CONTROLLED AREA
ATTACHMENT AROUND ENTIRE
REQUIRED.
CONCRETE BLOCK FENCE PANEL
WIN 80 LBS
SECTION A—A
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NTS
MOVEABLE SUMP AND PUMP
IN COMPLIANCE WITH CITY Of RENTON
STANDARDS
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BY: Dom/
DaM: •?
NTS
NTS
NTS
BY: Dale:
SILT DIKE
CONSTRUCTION FENCING
SEDIMENT TRAP7
BY: Dais:
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
>1 w r ARCC H 1 T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
eng i neer ng p11cwww.Ipdengineering.com
W�p
PrAd
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayFaget.com
Professional seal
J. p
WASHl�,
30766
`IS'I0NAI.
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
0
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
TESC DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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1. EXISTING CONDITIONS:
A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND
REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED.
B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL.
C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES:
2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT
FACILITIES.
3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS
WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR
OBSTRUCTED TRAFFIC WAYS.
A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR
TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING
UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT
VARIANCE WITH PLANS.
B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF
CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT
DOWN TIME.
5. DIMENSIONS AND LAYOUTS:
A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS
REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING.
B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY
RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL
UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S
REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD
DOCUMENTS ARE ENCOUNTERED.
C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE
LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST
MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE
AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH
ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS
EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER
OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING
THE ACCURACY OF WORK ON THE SITE.
6. REGULATORY REQUIREMENTS:
A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY
REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE
STRINGENT REQUIREMENTS SHALL GOVERN.
B. OBTAIN ALL NECESSARY PERMITS.
V,07*r 1611
1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING REPORT,
ATS WAREHOUSE, PAN GEO, INC. DEC 23, 2014.
2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE
ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL
OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT
THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN
FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD
INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK
SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL
REPORT.
3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING(S).
IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED,
AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD:
A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE
STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS.
B. CUT SLOPES OVER FOUR FEET HIGH.
C. BENCHING FOR FILL TO BE PLACED ON SLOPES.
D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT.
E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE
CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION.
F. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF
ROCKERIES.
G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES.
H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER
MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION.
I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE
STABILIZATION.
J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE
GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD.
4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL
SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN
INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT.
7. SAFETY SYSTEMS:
A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM
CONFORMING TO THE REFERENCED REQUIREMENTS.
B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED
PERSON AND MEET THE REFERENCED REQUIREMENTS.
C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA
SAFETY STANDARDS AND CITY OF BELLEVUE REQUIREMENTS.
8. EXCAVATION:
A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY
DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE
THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE
TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT
VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE
SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN
THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO
ADDITIONAL COST TO THE OWNER.
B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE
LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE
FLOODING, CONTAMINATED RUNOFF, OR ICING.
C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE
PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION
OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE
NOTIFIED.
9. FILL MATERIALS:
A. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE
GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST
RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S
REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION
AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL.
B. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE
OF THAT PORTION OF THE SITE.
C. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL.
D. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL.
E. COMMON FILL MATERIAL SHALL CONSIST OF ON-SITE EXCAVATED SOILS FREE OF ORGANIC
AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED
COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT
THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO
PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION.
F. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT.
L4LO 'IT,
1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES,
CONSTRUCTION -RELATED NOISE IS ALLOWED 7 AM TO 6 PM ON WEEKDAYS AND 9 AM TO
6 PM ON SATURDAYS . NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR
AFTER 6:00 PM.
2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL
HOLIDAYS, OR SUNDAYS.
t 110-isi 4
1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON
PROPERTY WITHIN THE CIN LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID
CLEARING &GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED
MATERIAL MUST BE APPROVED BY THE CIN INSPECTOR AT LEAST 24 HOURS IN ADVANCE
OF ANY DUMPING.
RIM71, ijm-.v.;PM NOTES
1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT
OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED.
1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE
MINIMIZED AT ALL TIMES.
2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT,
VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT.
3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE DIRECTOR.
PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO
SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT
KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM.
NTS N
GRADING NOTES 5 CONSTRUCTION NOTES 6
G. STRUCTURAL FILL SHALL BE NON-ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S
REPRESENTATIVE, PLACED IN MAXIMUM 8 -INCH LOOSE LIFTS, WITH EACH LIFT BEING
C" QC REWON TESCo NOTES
1.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION
COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING
1
MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE
2
i
FIRE ACCESS DRIVEWAY
OPTIMUM MOISTURE CONTENT.
2.
ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON
8.31.15
4
THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
10.COMPACTION:
5
CONSTRUCTION.
REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE
3.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT
ASTM D1557).
I
LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND
I
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME
LOCATIONS REQUIRED MINIMUM I
THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION
ION
COMPACTION
UTILITY TRENCHES: 95
HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
UNDER WALKS AND PAVING: 95r%
Drawn
Project
EROSION SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE
/
AGAINST WALLS: 90%
PERMITEE.
PLANTING AND LANDSCAPE AREAS: 85%
4.
THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
OTHER:
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
95%
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE
11.FIELD QUALITY CONTROL:
PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.
A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY
DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY
TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE
OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE
FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS
ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
AND THE CITY OF RENTON.
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5.
APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT
CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6.
DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT
DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT
UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
PLASTIC COVERING.
7.
IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK
IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE
IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION
CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE
ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE.
SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE,
BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY
THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
8.
FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH
EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET,
3:1 SIDE SLOPES.
MS
GENERAL NOTES 1
1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS,
FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS
SHALL BE STORED ON-SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR
SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF
RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF
LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE
PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A
PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING
COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE.
2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE
STOCKPILED.
3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED.
4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE B A MOBILE FUEL TRUCK AND SHALL BE
ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA
SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A
PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY
OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS,
CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR
OWN EXPENSE.
5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS.
6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES
SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN
APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION
OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF
CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO
PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE
COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE
AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON-SITE
MAINTENANCE.
7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE
TRUCK WASHOUT OFF-SITE AT AN APPROVED AND LEGAL LOCATION.
8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE
LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL
METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL.
9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY
OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION,
INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE
PERSONNEL.
10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN
MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS
ATTENTION, INCLUDING RECORD KEEPING.
11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY
OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING
CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL.
12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE
USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT,
INCLUDING RECORD KEEPING.
NTS
SWPPS NOTES 7
9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4
TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS
AND EGRESS TO THE CONSTRUCTION SITE.
AA
MS
CITY OF RENTON TESC NOTES
NTS Q
NOT USED O
IN COMPLIA14CE WTH CITY OF RENTON
STANDARDS
BY:/. -aft/0 -AAA
BY: Daft:
Dab: 1,01heBY: Daft:
61. %S5
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
�t -
ARC H 1 T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering plicwww.1piclengineering.com
W�p
r rd
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
J. A�
�� qF WAshj�
'moo + 30766ip
`SSIDNALrt
No.
Issue Description
Date
1
PERMIT SET
5.08.15
2
i
FIRE ACCESS DRIVEWAY
6.12.15
3 A
PERMIT REVISIONS
8.31.15
4
CONSTRUCTION DOCUMENTS
9.15.15
5
TESC
9.25.15
6 ®
PERMIT REVISIONS
10.07.15
I
I
Drawn
Project
by: JLC Reviewed by: LJP
No: 06071 -2015-01
TESC NOTES
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AREA OF WORK 21,500 SF
STRIPPINGS: 243 CY (INCLUDES 12" EX BUILDING 0 57 CY,
4" EX PAVING 0 94 CY, AND 12" EX
LANDSCAPING 0 92 CY)
CUT: 456 CY
L , FILL: 704 CY SECTIONS AND
784 IJ06,11,,75 BUILDING)
EARTHWORK QUANTITIES ARE FOR PERMITTING ONLY.
CONTRACTOR SHALL INDEPENDENTLY VERIFY PLAN QUANTITIES
FOR BIDDING AND CONSTRUCTION.
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NAVD RENTON SURVEY CONTROL NETWORK
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1=4000=424=64556 BY: Dab:
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ARC H ITEC T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering pIIcwww.Ipdengineering.com
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
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No Issue Description Date
W1 , PERMIT SET 5.08.15
11111111111111111111111111111 2 FIRE ACCESS DRIVEWAY 6.12.15
3 ZL PERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 ESC 9.25.15
6 �& PERMIT REVISIONS 10.07.15
0
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Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
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NOTES I " SUMP
1. VAULT SHALL PROVIDE HS -20 TRAFFIC LOAD RATING. A
2. VAULT SHALL BE PRECAST.
B �ow - O A
FLOW
"�- OUTLET
24'-
:
reeel
12" VENTILATION PIPE INLET
12 INLET PIPE ,
IE 21.50 W/ SDCO RING AND
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17.71 SOLID LOCKING COVER 17.2
iii iBliili i■■■ii■■■iii®iii�_60" I.D. MANHOLE
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES.
060" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE
IS REQUIRED.
CARTRIDGE SELECTION
CARTRIlDGE HEIGHT 27" 18" LOW DROP
RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8'
SPECIFIC FLOW RATE 2 1 1 gpm/ftz 2 gpm/ftz 1 gpmM 2 Qpm/ftz 1 gpm/ftZ
CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7. 5 10 15
ii■iiiiiiiiimii■ ii■iii i » STRUCTURE
12" BACK -SLOPED ■ 12 INLET PIPE
OUTLET PIP ® IE 21.50 TOP SLAB ACCESS (72") 0. D.
E Z SEE FRAME AND
IE 23.503 u7 �' i COVER DETAIL
A 17 6' 0.5X � A
■ 4" PERF PLAN VIEW
LADDER OR RUNGS FROM----------Si7DRAIN s R
. FOOTING STANDARD OUTLET RISE
ACCESS TO FLOOR CENTERED "~- ■iiiiii■iiiiiiilii■®iiiiiiii�iiiiiiiiiiiiii■ i■ iiia IE 24.00 FLOWKIT:41A
I
ON HINGED ACCESS OPENING 17.71 FDCO
24" ACCESS RISER W LADDER OR RUNGS FROM ������
/ 4 FOOTING DRAIN ACCESS TO FLOOR CENTERED 24" ACCESS RISER W/``
24" SOLID LOCKING LID CONNECTION ON HINGED ACCESS OPENING 24" SOLID LOCKING LID CONTRACTOR TO GROUT TO
RIM 29.74± B RIM 30.41 ± FINISHED GRADE
Vlbuw GRADE
ie.v RING/RISERS
IM 29.74± RMI 30.41 ±
,, x r--.$// >;--- r • � r-. _ `-•�:._, r,._✓ _� _ FRAME AND COVER
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,
�� (DIAMETER VARIES)
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/ i•, / . FLOATABLES N.T.
GEN NOTES
RML
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SITE SPECIFIC
DATA IIIIIIECA)IIIIlEMENTS
c
STRUCTURE ID
SD#3
WATER QUALITY FLOW RATE (cfs)
0.052
PEAK FLOW RATE (cfs)
0.216
RETURN PERIOD OF PEAK FLOW (yrs)
100
# OF CARTRIDGES REQUIRED
4
CARTRIDGE FLOW RATE
7.5
MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS
CSF
m
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CA
PIPE DATA: I.E. MATERIAL
DIAMETER
INLET PIPE #1 24.50 HDPE
12"
INLET PIPE #2
OUTLET PIPE 22.20 HDPE
12"
RIM ELEVATION
29.30
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
N/A
N/A
NOTES/SPECIAL REQUIREMENTS:
PER ENGINEER OF RECORD
f \'` \
�, r , � BAFFLE
/ / \ �.
,:..;; %/ , : / , + , , / . ,/ �// //, ; ,, ' ;// \ / , \ �, , ,>.,/ , ,r ' ; % ; f 1. CONTECH TO PR VI
; ,' • . <,', /,� //•-.. � . /. f . ,' � ,' •. f , /� // , O � ALL MATERIALS UNLESS NOTED OTHERWISE.
. , \<.. \ / / \,�. STORMFILTER
\ \, '. \ �. ; \ 2. DW*NSI MARK WITH
12 BACK -SLOPED �i/; • , ; , , , / ,, , �� i , ` , f;> t , „ \, ONS ED O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
//,�, „; :, / ,, r, / / . Vii, /\ / /\ >/\,.4 /\
- // . /,!, +/ /, .:: CARTRIDGE
,*•, ; �,,, ° . ,. ;;, int` } • ,\, 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC
OUTLET PIPE A, '
• INSIDE OF VAULT LID
•.
• - � REPRESENTATIVE www.Cor4schES.com
IE 23.50
``' E- 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.
EL 25.54
MAX DESIGN AS. 4.5Q MAX DESIGN W.S. 24.50 ;\�- Q 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET
�� J/ r - w V PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST
-'\ - _ -a
4 PERF FOOTING WITH THE CONTECH LOGO.
DRAIN IE 23.00 �` ' 0 z p 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
1 ' MIN -.--- 6 WQ 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
U E- w Z 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
6' WQ STORAGE DEPTH ' STORAGE �'' INLET PIPE Lu J
" /,� !/ » .\' DEPTH \% p INSTALLATION NOTES
12 INLET PIPE ,\\� �' 12 INLET PIPE ,\`' ��:
f ` o = p 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
IE 21.50
_ ENGINEER OF RECORD.
` SEDIMENT STORAGE 18.50 - - - - - - - - `- ` 21.50 SEDIMENT STORAGE 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING
0.5% CLUTCHES PROVIDED).
3. CONTRACTOR T INSTALL ,. O OR TO ALL JOINT SEALANT BETWEEN ASTRUCTURETI N A
• . ;\ \\ SECTIONS SAND ASSEMBLE STRUCTURE.
4 `` . ° \// 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
\ 4:
f �., t
,`., , •. , . ; , ;, ,, .,, \' '. t `/\ >\,; 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET
HDPE OUTLET RISER STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE.
FLOW KIT COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
OUTLET SUMP 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
S :C A -A SEC B -B
SECTION A -A IN COMPLIANCE WITH CITY Of RENTON
STANDARDS
BY:
The Stormwater Mane C%ONTECH
9e nent
StormFilter" ENGINEERED SOLUTIONS LLC BY: Dom:
SCALE: 1m=5' fH9RiG vANY Bi PgOTEC kp BY G"4OR MORk IHFFG GWING ��T[�
us. TENT5
:1,7a,6n:d,0W.6TO:.,.OT;.,y.p.1T:6D2TAlG; °.lW,oae: N � V\
FE:A'IFG.fMEIGN PATFM3, fMl (RMPR PATENT6 PF.NGMG. 11t �1 A . O.1(@{►hEv. y�/m
STORMWATER WETVAULT FACILITY 9025 Centre Pointe 5 ? Suite 400 West Chester 60" MANHOLE W/4 18" STORMFILTER CARTRIDGES BY: °�:
a.F4.
800-338-1122 513-645-7000 � ,M 513-645-799% FAX 3 FAX
L:D: 'C.3 8 Soo h
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
�t ,
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
eng i nftri ng p11cwww.Ipdengineering.com
W�p
r rd
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue Suite 100 Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsavfamt.com
Professional seal
J. •A
*4
-apt, 30766Rtip w4
GISTB
`S'`SI�NAL
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 PERMIT REVISIONS 10.07.15
B
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
C)
DRAINAGE PROFILE AND
DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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111
CITY OF F =M.NTON DRAINAGE NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
z 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS
0 af
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
z
FRAME AND VANED GRATE
"?01
>
"OR 12"
PIPE ALLOWANCES
PIPE MATBRiAL
sem
_
DLAMaTm
REINFORCED OR
i12"
PLAIN CONCRETE
I BASIN
ALL METAL PIPE
151.
- --------------- ----------------
CPSSP*
12
(STD. SPEC. 9-05.20)
WALL
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
FRAME AND VANED GRATE
PROFILE WALL PVC
1 5,
(STD. SPEC. 9-05.12(2))
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
CORRUGATED POLYETHYLENE
a I croun I
LADDER PROVIDE UNIFORM CONTACT,
STORM SEWER PIPEV THE SURFACE AREA OF THE BASE SECTION MUST DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
BE GROUTED TO THE B0170M AREA OF THE
_.ONE-- ADJUSTMENT SECTION. ADJUSTMENT SECTION
ONE #3 BAR HOOP FOR 6" HEIGHT 6. ALL SEDIMENTATION/EROS ION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
TWO #3 BAR HOOPS FOR 12" HEIGHT BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
RECTAN04JLAR ADJUSTMENT SECTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
26
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
MORTAR FILI� REINFORCING STEEL (TYP.)
OZ�ro) _E�
GRAVEL BACKFILL FOR
in OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
NOTES PIPE ZONE BEDDING
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
J
1 As acceptable alternatives to the rebar shown in the PRECAST BASE 6"�' �\ �%
X01-
O SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE INTEGRAL BASE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN
wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN-PLACE
PRECAST WITH RISER
be used with the minimum required rebar shown in the ALTERNATIVE CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
PRECAST BASE SECTION. Wire mesh shall not be placed in the 'O'RING -
ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY
knockouts.�' J
#3 BAR EACH CORNER----//
SECTION.
2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
have a wall thickness of 2" minimumto 2.5„ 6
minimum gap between the knockout wail and the outside of the pipe.
I A! NAfter the pipe is installed, fill the gap with joint mortar in accordance SEPARATE BASE
#3 BAR EACH SIDE with Standard Specification 9-04.3. PRECAST
>
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY 4. The frame and grate must be installed with the flange down,
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7 All ick" h^Incshnll kn "f A f 11 4- Ilk b; k k 1 A
<
CATCH
- CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
41
PUBLIC WORKS DEPARTMENT.
I BASIN
z
1<
;0
- HANDHOLD
BASE REINFORCING STEEL
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
WALL
BASE KNOCKOUT
N
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
FRAME AND VANED GRATE
APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY
THICKNESS
SIZE
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
GROUT. TYPICAL (SEE NOTE 5)
4"
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
36"
z
<
z
0.23 0.15
FLAT SLAB TOP
27'
OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
42"
z4.
0.19 0.19
60"
51,
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
48"
8.
0.25 0.25
72"
6"
CONSTRUCTION IS IN PROGRESS.
60"
0
7
48", 54", 60', 72", 84- OR 96"
81.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
72"
<
U')
-----
0.39 0.29
MORTAR (TYP.)
7,
1; 1
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA.
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
CORRUGATED POLYETHYLENE
a I croun I
LADDER PROVIDE UNIFORM CONTACT,
STORM SEWER PIPEV THE SURFACE AREA OF THE BASE SECTION MUST DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
BE GROUTED TO THE B0170M AREA OF THE
_.ONE-- ADJUSTMENT SECTION. ADJUSTMENT SECTION
ONE #3 BAR HOOP FOR 6" HEIGHT 6. ALL SEDIMENTATION/EROS ION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
TWO #3 BAR HOOPS FOR 12" HEIGHT BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
RECTAN04JLAR ADJUSTMENT SECTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
26
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
MORTAR FILI� REINFORCING STEEL (TYP.)
OZ�ro) _E�
GRAVEL BACKFILL FOR
in OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
NOTES PIPE ZONE BEDDING
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
J
1 As acceptable alternatives to the rebar shown in the PRECAST BASE 6"�' �\ �%
X01-
O SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE INTEGRAL BASE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN
wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN-PLACE
PRECAST WITH RISER
be used with the minimum required rebar shown in the ALTERNATIVE CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
PRECAST BASE SECTION. Wire mesh shall not be placed in the 'O'RING -
ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY
knockouts.�' J
#3 BAR EACH CORNER----//
SECTION.
2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
have a wall thickness of 2" minimumto 2.5„ 6
minimum gap between the knockout wail and the outside of the pipe.
I A! NAfter the pipe is installed, fill the gap with joint mortar in accordance SEPARATE BASE
#3 BAR EACH SIDE with Standard Specification 9-04.3. PRECAST
>
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY 4. The frame and grate must be installed with the flange down,
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7 All ick" h^Incshnll kn "f A f 11 4- Ilk b; k k 1 A
V. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A VNUFtXL PREPARED FOUNDATION IN
BASE SECTION ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL
NOTES AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR 1-0 PLACEMENT SHALL 0 r- INCHES OVER Aki Oki Olt!)
W e aI V cxa " CIO vv" P OLA; 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND,
U UNDER V.0 L.
5. ADJUSTMENT SECTION SHAH BE GR UTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONISHRINK GROUT
1 8. All grade rings and castings shall be set in mortar in accordance with
< Standard Specification 9-04.3. NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
#3 BAR EACH CORNER
18" MIN. 3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
#3 BAR HOOP
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
JL ry{jSpecification 9-04.3.
POPE
CATCH
BASIN
DIMENSIONS
CATCH
I BASIN
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
MAXIMUM
MINIMUM
BASE REINFORCING STEEL
BASIN
WALL
BASE KNOCKOUT
DISTANCE
BETWEEN
in2/ft. IN EACH DIRECTION
DIAMETER
THICKNESS
THICKNESS
SIZE
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
48"
4"
6"
36"
8"
0.23 0.15
54"4.5"
27'
8"
42"
8l'
0.19 0.19
60"
51,
81,
48"
8.
0.25 0.25
72"
6"
8"
60"
12"
0.35 0.24
84"
81.
12"
72"
---------- _
12"
-----
0.39 0.29
96"
8"
12"
84"
12"
0.39 0.29
V. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A VNUFtXL PREPARED FOUNDATION IN
BASE SECTION ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL
NOTES AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR 1-0 PLACEMENT SHALL 0 r- INCHES OVER Aki Oki Olt!)
W e aI V cxa " CIO vv" P OLA; 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND,
U UNDER V.0 L.
5. ADJUSTMENT SECTION SHAH BE GR UTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONISHRINK GROUT
1 8. All grade rings and castings shall be set in mortar in accordance with
< Standard Specification 9-04.3. NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
#3 BAR EACH CORNER
18" MIN. 3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
#3 BAR HOOP
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
JL ry{jSpecification 9-04.3.
6. GROU' ING BETE ADJUSTMENT SECTION SHALL BE WA I ER I IGH 1. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
7. GROUT IS TO BE NOWSHRINK TYPE GROUT MEETING TFII:__ REQUIREMENTS Of. ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE- THE MINIMUM COMPRESSIVE STRENGTH SHAI 1, RIF 4,000 PSI AT 7 DAY PER APANA STANDARD HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
SPECIFICATION 9-20.3
8. PICK / LIFTING H0I..FS ARF TO BE GiROUTF0 WATFR TIGJF-I1'_ 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
5. All grade rings, risers, and castings shall be set in mortar in accordance with j,� Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) PLANNING/ BUILDING/ PUBLIC WORKS ADMINISTRATOR.
SEE NOTE 1 Standard Specification 9-04.3. 2 (Std. Spec, 9-05.12(l))
ALTROMATIVE PMCAST BASE SECTION 3: (Std. Spec. 9-05.12(2)) 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS:
NTS NTS NTS 4 - 8 INCH ROCK 40 - 70% PASSING;
COR STD PLAN 200.00 CB TYPE I COR STD PLAN 201.00 CB TYPE 2 2 COR STD PLAN 202.00 CB INSTALLATION 3 2 - 4 INCH ROCK 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10
20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER
UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
291/4" 24" 1 A 14ZCI IAkIrr* r)C TWC' Ql ill r)lklr-% r)D r%r1Kl4ZTDl lr%Tlf)ki D9:7DkAlT4Z 92V TLJC7 r%lTV r)C DlZMTrNkl r)f)CC
z
- ---------- - - ----
NOTES
POPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
I BASIN
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
ALL
M
M
SOLID
PROFILE
DIAMETER
CONCRETE
METAL
CPSSP.
WALL
WALL
(40A
M
I
PVC: 2-;
PVC 3
48"
24"
30"
24- 1
27'
30"
54"
30"
36"
30" 1.
27"
36"
60"
36"
42"
36- 1
36'
42"
72"
42"
54"
42"
36'
48"
84"
I
!A
60"
54" 1
I
36"
48"
6 1
96"
60"
60" 1
36'
48"
6. GROU' ING BETE ADJUSTMENT SECTION SHALL BE WA I ER I IGH 1. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
7. GROUT IS TO BE NOWSHRINK TYPE GROUT MEETING TFII:__ REQUIREMENTS Of. ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE- THE MINIMUM COMPRESSIVE STRENGTH SHAI 1, RIF 4,000 PSI AT 7 DAY PER APANA STANDARD HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
SPECIFICATION 9-20.3
8. PICK / LIFTING H0I..FS ARF TO BE GiROUTF0 WATFR TIGJF-I1'_ 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
5. All grade rings, risers, and castings shall be set in mortar in accordance with j,� Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) PLANNING/ BUILDING/ PUBLIC WORKS ADMINISTRATOR.
SEE NOTE 1 Standard Specification 9-04.3. 2 (Std. Spec, 9-05.12(l))
ALTROMATIVE PMCAST BASE SECTION 3: (Std. Spec. 9-05.12(2)) 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS:
NTS NTS NTS 4 - 8 INCH ROCK 40 - 70% PASSING;
COR STD PLAN 200.00 CB TYPE I COR STD PLAN 201.00 CB TYPE 2 2 COR STD PLAN 202.00 CB INSTALLATION 3 2 - 4 INCH ROCK 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10
20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER
UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
291/4" 24" 1 A 14ZCI IAkIrr* r)C TWC' Ql ill r)lklr-% r)D r%r1Kl4ZTDl lr%Tlf)ki D9:7DkAlT4Z 92V TLJC7 r%lTV r)C DlZMTrNkl r)f)CC
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NOTES
mom
Z
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
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PLAN VIEW
TOP GENEfl& DRA AGE NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
(DUMP NO POLLUTANTS 25" DIA. (3) BLT SOC. (ALLEN HEAD) 1. PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON
_991-FAILL TO STREAM [635mm] 5/811-11 X 1.5 ss
2. Provide two holes in the frame that are vertically aligned with t [25mm] RUBBER WASHER 2009 SURFACE WATER DESIGN MANUAL AMENDMENT, TABLE 4.2.1.Al:
3/8" (9mm) RECESSED
he grate or cover slots. Tap each hole to accept TOP LETTERING 3/4'
24 1/4" [19MMI
a 5/8" - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different 1.1. CORRUGATED STEEL PIPE (MIN 2 -FT COVER)
manufacturers. -NOTES- 1.2. SPIRAL RIB STEEL PIPE (MIN 2 -FT COVER)
1- Provide two slots in the grate that are vertically aligned with the holes in the frame.
21,`2"
8 3/4'
Location of bolt -down slots varies among different manufacturers. [222mm] [64mm] 1.3. PLAIN CONCRETE PIPE (PCP) (MIN 2 -FT COVER)
3. Refer to Standard Specification 9-05.15(2) for additional
requirements. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. TYP COVER SECTION VIEW 1.4. REINFORCED CONCRETE PIPE (RCP) (MIN 1 -FT COVER)
1.5. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE (MIN 2 -FT COVER)
SECTIO114 OA 3. The thickness of the grate shall not exceed 1 5/8". 1.6. DUCTILE IRON (MIN 1 -FT COVER)
4. Unless otherwise specified, vaned grates shall be used with standard frame EON BOLTIOM WTA&
1.7. LINE CORRUGATED POLYETHYLENE PIPE (LCPE) (MIN 2 -FT COVER)
in the travel way, gutter Or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
---------- 26 1/2" DIA - ---------- all-
[673mm]
25 1/4" DIA
- ------------- - [641 mm]
----------------------------
1 1/16"
14" (6mm) DIA [27mm]
RECESSED ALLEN
HEAD CAP SCREW NEOPRENE GASKET
1 1/4"
7/8" 518. 11 NC x 2"
1/4"
1 116"
[6mm)
[27mm]
GRA_� E [152mm]
-----------
ISOWTOC VNIW
D
518"
23 3/8" DIA CIL OPEN NTS
[16mm] [594mm]
[3mm]
27 5/16" DIA CITY OF RENTON DRAINAGE NOTES
15/8" FRAME [694mm] [R3mm]
BOLT -DOWN SLOT DETAIL
SEE NOTE I ----- 34 1/8" DIA GASKET GROOVE DETAIL
(867mm)
IN COMPLIANCE WITH CITY OF RENTON
2 1/2"FRAME SECTION VIEW NOTES STANDARDS
SECTION ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717CI
BOLT-1111111IO11111111011 1111IIETAIL OR APPROVED EQUAL,
WTAIWL C") SEE NOTE 2 B DSIII
Dab: V14
NTS NTS BY: Daft:
NTs
COR STD PLAN 204.00 RECTANGULAR FRAME COR STD PLAN 204.40 RECTANGULAR GRATE COR STD PLAN 204.50 ROUND FRAME AND COVER BY: Dade:
7
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
1 t -
ARCH 111111111 T ECTS
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering pI Ic www.lpdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*At.com
Professional seal
N. J
Qs WA Sit'
*4
4ft6,30766
L
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3APERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 ziPERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE NOTES AND
DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
• r
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 20b.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p1Icwww.Ipdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
J.
OV'WAS,j
,64,q 30766
`7d
'�'p�, G; STS �•� J
�`�SIDNAL�
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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OR 54" DIAM. HOLE
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12:r
2' SQUARE
IF CLEANOUT IS IN
/
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l „2"'MAX._ CONCRETE
PAVED
AWAY FROM BUILDING
84" or 96., FLAT SLAB TOP
/ \�
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FINISHED GRADE
SURFACE, PROVIDE
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24" DIAM., 46" DIAM.
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ORIENTATION
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AND
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MARKED
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:I
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_ 2"
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DIA PER PLAN
VARIES
SEWER
J ♦,\
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(TYP.)--
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48" MIN.
_ ..-_......_... ....
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BUILDING FOOTING &WALL
♦� \`
,, , ♦ .
1� r
;0 MIN.
2 1!2" MAX.
ECCENTRIC CAME SECTION
_ _ _
_ _ _
PER STRUCTURAL DRAWINGS.FLOW
44"', 54", or 40" FLAT SLAB TOP
COMPACT GRAVEL BACKFILL FOR
DRAINS PER WSDOT 0.13.12(4) SHALL
BE PLACED TO TOP OF FOOTING
f 30°
%/
34"__....___... _
---
SEE PLAN FOR DIA
DO NOT DISTURB FOOTING
BEARING ZONE WHEN
INSTALLING FOOTING DRAIN
FOOTING DRAIN PLACED LEVEL OR
WITH POSITIVE SLOPE TO OUTLET
6" OR
a•
12"
0.'
\ v,P
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FOR 6" ONE #3 BAR HOOP
Sry
TWO #3 BAR HOOPS
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1lSCTAMMULAR A@JUSTMENT SECTION
CIRCULAR AiDJUSTIr1IEMT SGCTN M
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
AA
COR STD PLAN 204.60 MISCELLANEOUS DRAINAGE
NTS
DETAILS
NTS
NTS
NTS
-
CLEAN-OUT TO GRADE
FOOTING DRAIN
NOT USED
NTS
NOT USED
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY.
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Dale:
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CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
• r
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 20b.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p1Icwww.Ipdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
J.
OV'WAS,j
,64,q 30766
`7d
'�'p�, G; STS �•� J
�`�SIDNAL�
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 B PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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RESTORE IMPACTED PAIN'
STRIPING IN STREET TYP
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----------
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. . . . . . . . . . . . .
. . . . . . . . . . .
CONC TRAFFIC CURBrT*�
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Scale 19=10'
PROPERTY LINE
EX CONTOUR (INDEX)
z
EX CONTOUR
7941,3002119f
PROPOSED CONTOUR (INDEX)
—29—
PROPOSED CONTOUR
6" TAPER AT
SPOT ELEVATION
XX.Xi iiL-""
END 1OF CUPB
XX.X TC
xx.x 1P
TOP OF CURB/PAVEMENT
XX.X EG
...... ........ .. ...........
10,
..........
f /1
EX BUILDING
:r
END ASPHALT
CONCRETE PAVEMENT
THICKENED
JAB
" 71
Jill
EDGE. 12"
X
TAPER TO
THICKENED?,,
"'11" N 11
MATCH EXISTING
A
CURB
CURB AND GUTTER
A
. . . . . . . . . . ......................... ...
...........
NEW PAINTED
ARROW PER
n:
ARCH DWGS
ASPHALT
THICKENED
EDGE
ADA SYMBOL &
BLOCKOUT
STRIPING
43
dxH4H s
r5
C` 27
a Hai
1,41, Z 0/
7941-T00206
LLJ
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Scale 19=10'
PROPERTY LINE
EX CONTOUR (INDEX)
z
EX CONTOUR
0
PROPOSED CONTOUR (INDEX)
—29—
PROPOSED CONTOUR
SPOT ELEVATION
XX.Xi iiL-""
MATCH EXISTING GRADE
XX.X TC
xx.x 1P
TOP OF CURB/PAVEMENT
XX.X EG
EXISTING GROUND (FOR REFERENCE)
10,
..........
f /1
EX BUILDING
C
..............................
CONCRETE PAVEMENT
PERMEABLE PAVERS
" 71
Jill
ASPHALT (AC) PAVEMENT
HEAVY DUTY ASPHALT (AC)
T
THICKENED?,,
"'11" N 11
EDGE TO EX
A
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Scale 19=10'
PROPERTY LINE
CaM 3 W%
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0I li
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CATCH BASIN TYPE 2
CATCH BASIN TYPE 1
STORM DRAINAGE PIPE
FOOTING/SUBSURFACE DRAIN
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
FIRE HYDRANT
WATER FITTINGS
.................................................................
WATER SERVICE LINES
Co.-rAassejo
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
A R C H IT E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering pl Ic www.Ipdengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfa3Wt.com
Professional seal
��, J.
,O,v WAS
�.
307%
�tio w4
JS"10NAL
No Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8,31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 ESC 9.25.15
6 PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
PAVING AND AB
LAYOUT
Cit
Original drawing is 22" x 34". Scale entities accordingly if reduced
0
(m) m
{
EX CONTOUR (INDEX)
z
EX CONTOUR
0
PROPOSED CONTOUR (INDEX)
—29—
PROPOSED CONTOUR
SPOT ELEVATION
XX.Xi iiL-""
MATCH EXISTING GRADE
XX.X TC
xx.x 1P
TOP OF CURB/PAVEMENT
XX.X EG
EXISTING GROUND (FOR REFERENCE)
IFF 78.0
FINISHED FLOOR ELEVATION
f /1
EX BUILDING
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DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
FIRE HYDRANT
WATER FITTINGS
.................................................................
WATER SERVICE LINES
Co.-rAassejo
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
A R C H IT E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering pl Ic www.Ipdengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfa3Wt.com
Professional seal
��, J.
,O,v WAS
�.
307%
�tio w4
JS"10NAL
No Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8,31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 ESC 9.25.15
6 PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
PAVING AND AB
LAYOUT
Cit
Original drawing is 22" x 34". Scale entities accordingly if reduced
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{
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z
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EX CONTOUR
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— —29— PROPOSED CONTOUR
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XX.Xi WE MATCH EXISTING GRADE
Xx.XTCTOP OF CURB/PAVEMENT
. TP
XX.X EG EXISTING GROUND (FOR REFERENCE)
FF 78.0 FINISHED FLOOR ELEVATION
3' FIRE ACCESS GATE PER
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IGN PER MUTCD R8-31 ON
ACH SIDE OF GATE AND
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STORM DRAIN CLEANOUT
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CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
� t .
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
If. 206.973.5344
engineering pl Ic www.Ipdengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*pt.com
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CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p11cwww.Ipdengirveering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal,
J.
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30766IST
��� wqc
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No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3&P
REVISIONS 8.31.15
w4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 &
PERMIT REVISIONS 10.07.15
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by:
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ed by: L
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0 Project No: 06071-2015-01
PAVING NOTES AND
0 DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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EACH PARKING SPACE RESERVED FOR PERSONS
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WITH PHYSICAL DISABILITIES SHALL BE
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IDENTIFIED BY A REFLECTORIZED SIGN
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PERMANENTLY POSTED IMMEDIATELY ADJACENT
b
METAL POST NOTES: TO AND VISIBLE FROM EACH STALL OR SPACE
SAW -CUT, TACK COAT AND1.
METAL POSTS SHALL BE TELESPAR CONSISTING OF A PROFILE VIEW OF A
WHEELCHAIR WITH OCCUPANT IN WHITE ON
SAW-CUT, TACK COAT AND
MATCH EX ASPHALT GRADE
QUICK PUNCH POST. DARK BLUE BACKGROUND. THE SIGN SHALL
MATCH EX ASPHALT GRADE
FINISHED GRADE 12" __ EXISTING ASPHALT GRADE
2. FOR IN -SIDEWALK INSTALLATIONS, NOT BE SMALLER THAN 70 SQUARE INCHES IN
FINISHED GRADE EXISTING ASPHALT
CORE 4" DIAM. HOLE. ANCHOR LENGTH AREA AND SHALL BE CENTERED ON AND JUST
12'►
„
MAY BE DECREASED TO 12 . BEYOND THE FRONT EDGE OF THE PARKING
\ , ,/
,
3. POST SHALL BE ROLE CARBON
ROLLED B STALL SIGNS MAY ALSO BE HUNG ON THE
-
-_;".� ., `t_ , �- ,,:\ �.\
SHEET STEEL, ASTM A570 GRADE 50 WALL AT THE INTERIOR END OF THE PARKING
AND BE HOT DIPPED GALVANIZED SPACE. SIGN MOUNTING HEIGHT SHALL BE 60
EX UNDISTURBED PAVEMENT
AASHTO M-120 YIELD STRENGTH 60, 000 INCHES ABOVE THE PARKING SPACE FINISHED
PSI MIN. POST SHALL HAVE 7/16 GRADE.
EX UNDISTURBED PAVEMENT
"
SUBGRADE SUB -BASE MUST BE
SUB BASE MUST BE
SUBGRADE COMPACTED TO 95% MAX.
DIE -PUNCHED KNOCKOUTS ON 1
CENTERS FULL LENGTH, FOUR SIDES. AN ADDITIONAL SIGN SHALL ALSO BE POSTED,
COMPACTED COMPACTED TO 95X MAX.
COMPACTED DENSITY PER ASTM D1557
INA CONSPICUOUS PLACE AT EACH ENTRANCE
4. ANCHOR SHALL HAVE 4 7 16 HOLES '
/
DENSITY PER ASTM D1557
TO FIRM AND
TO FIRM AND
TO OFF-STREET PARKING FACILITIES OR
ONE EACH SIDE 2" FROM TOP END.
UNYIELDING
UNYIELDING
IMMEDIATELY ADJACENT TO AND VISIBLE FROM
FINISH SHALL BE ZINC HOT DIPPED
CONDITION
CONDITION 4" HMA CLASS 1 /2" ASPHALT CONCRETE
EACH STALL OR SPACE. THE SIGN SHALL BE
GALVANIZED MATERIAL TO MEET ASTM
PAVEMENT
NOT LESS THAN 17 INCHES BY 22 INCHES IN
3" HMA CLASS 1 /2" ASPHALT CONCRETE
�
DUMMY JOINT ®20 O.C. 3/16 x1
A500 GRADE B. �� SIZE WITH LETTERING NOT LESS THAN 1 INCH
PAVEMENT
9" CRUSHED SURFACING BASE
1/2" PREMOLDED CONT MASTIC JOINT
5• DRIVE RIVETS TO BE TL3806 3/8 IN HEIGHT, WHICH CLEARLY AND
6" CRUSHED SURFACING BASE COURSE
COURSE PER WSDOT SECTION
STRIP (SAWCUT JOINT 0 CONTRACTOR'S
DIA. CONSPICUOUSLY STATES THE FOLLOWING:
PER WSDOT SECTION 9-03.9(3),
9-03.9(3), COMPACT TO 95%
OPTION)
6. CORNER BOLTS TO BE TLC6516M.
COMPACT TO 95% MAX DENSITY
MAX DENSITY
"UNAUTHORIZED VEHICLES PARKED IN
BROOM
FINISH
4" MIN CONCRETE SIDEWALK
DESIGNATED DISABLED PARKING SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS OR
D D
LICENSE PLATES ISSUED FOR PHYSICALLY
D p
p
CORNER DISABLED PERSONS MAY BE TOWED AWAY AT
p
°
SIGN POST SQUARE OWNER'S EXPENSE. TOWED VEHICLES MAY BE
BOLT
2" X 2", 14 GAUGE OR
SEE NOTE ° ------------
to QUICK PUNCH OR BY TELEPHONING
° GROUND SURFACE »
4" MIN CRUSHED SURFACING
TOP COURSE
NOTES:
8y
°
PAM, PAS
1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE
NOTES:
22"
CONSTRUCT SECTION SHOWN.
`
1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT
NOTE
p
° \,, LOWER SIGN POST
'
2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK
SECTION SHOWN.
SUPPORT
COAT.
2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK
COAT.
1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK).
\; "
2 �•�; ` 2.5 X 2.5 0. D. wTi.
11"2" MIN 7 GAUGE, 24 LENGTH3.
2. PLACE TOOL JOINTS ®5 O.C.SEE
PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04.
NOTE 5
3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04.
3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL
DUMMY JOINT ALONG CENTER OF WALK.
SIGN ASSEMBLY ATTACH SIGN WITH
4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH
4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH
LOWER SIGN • 2 DRIVE RIVETS
GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS
4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH
EXISTING SCORING PATTERN & CONCRETE FINISH.
0 0 0 0 POST SUPPORT SEE NOTE 5
COMPACTION REQUIREMENTS PRIOR TO PAVING.
GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION
SIGN POST
REQUIREMENTS PRIOR TO PAVING.
° ° ° DRIVE RIVET OR
0 0 0 0 HEX BOLT (TYP)
0 0 0
0 o BOLT STOP FOR
0 0 SIGN POST
0 0
NTS
NTS
NTS
NTS
ARIR&T PAVEMENT
Iiiii&VY DM ASPHALT PAVEMM3
2
cowRm WALK
ADA S�MGN W/P06T 4
DESIGN SPECIFICATIONS - PERMEABLE PAVERS
PERMEABLE PAVERS PROVIDE A SOLID SURFACE BUT ALLOW NATURAL DRAINAGE AND
MIGRATION OF WATER INTO THE EARTH BY PERMITTING WATER TO DRAIN THROUGH
THE SPACES BETWEEN THE PAVERS.
USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS.
1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS
REQUIRED UNDER THE POROUS CONCRETE SURFACE.
B
2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING
THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE.
'•''•'''•''''
THROUGH JOINT
3. THE POROUS PAVERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A
MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT
•'•'•'•'•'•'•'
SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.
'�'''''''�'''•
• ' ' ' '
WI DTH PER PLAN
COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
2 LAYERS 4" WHITE PAINT
6" 0 SCH. 40
�•�•�•�•:•:•:• CW BUILDING
FACE
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED
STRIPE
GALV. STEEL
4,'�'�'�'�'�'�'
.....%o
USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED
S
PIPE FILL W/
�, ° CONCRETE PAINT
:�:�:=:=:�:�:�
A :::::::::::::: A
6"
CONC 4
ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5 -GALLON BUCKET. IF
NOTHING BUT A SCANT AMOUNT OF
......0
e PIPE YELLOW
. , .....
.......
WALK
L
4. WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS
FINISH GRADE. SLOPE
CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT
f}vS.: •�,- +�
if
AWAY FROM BOLLARD
1
a
°
B
12:1 MAX SLOPE
1
I --a CONC TRAFFIC CURB
CONCLUSIVE, THEN A 6 -INCH RING SEALED AT THE BASE TO THE PAVEMENT
SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION.
f:
4 c a
4
»
3 -0 MIN WIDTH
c,�
5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES
1' 2-1 /2» 1 -5»
a
a Q
SECTION B -B
SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM
a ° ASPHALT PAVEMENT
-
28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.
3-1 /2" :.
- a
0 o 4, AS SHOWN ON
CW
I
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a °
TYP NO 8 AGGREGATE IN OPENINGS
f. ,..., 4"
4`
° 4 ROUND CONC.
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CURB
CONCRETE PAVERSNNN�i. € mm) THICK
:5
a FOOTING FULL
a
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BUILDING FACE
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CIJRR EDGE RESTRAINT WITH CUT-OUT
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CP 0 A BEDD COURSE 1X112 TO 2"(40 TO 50 mm THICK
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PER WSDOT STD
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OPTIONAL, GOTEXTILE ON BOTTOM AND
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1'-4" 8" 11"
.., RAMP.
♦ ; ,, • . ♦ ,
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SOIL SUBGRADE - ZERO SLOPE
Eco-Priora is a trademark of Uni- Group USA.
TWO LAYER
WHITE PAINT h. { .3tn3.
3 MMIM.
_
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
s
40,
Daft: 3
NTS
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BY: �:
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ADA STALL AND BLOCKOUT sM
BY: Daft:
PAVEM
CD : 3$,58,2,
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
A R C H I T E C T S
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p11cwww.Ipdengirveering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal,
J.
�4
30766IST
��� wqc
`r`S'jONAL r'
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3&P
REVISIONS 8.31.15
w4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 &
PERMIT REVISIONS 10.07.15
Q
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D a n
by:
JLC Ravi ew
ed by: L
JP
0 Project No: 06071-2015-01
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EXISTING EXISTING BUILDING--\
OR CONCRETE
LIMIT OF RAMP
BLOCKOUT FINISHED
STRIPING GRADE
1.5% MAX
ADA ACCM •
r ________ EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)
2.O MIN,
(SEE NOTE 2)
NEW CURB
& Gtr TTER
040 ITI~ti Ni:l.11DES S.rliEWALK RAMPS)
MI$t YtfitlS ;EE Pt 1
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;iia" C0NrAACTIQN J0NT TYP ., f
fSEE STG PLAN to PLAN VIEW
;TYPE C3 SHOWN., C1 A Ci & C -MAX SWILAR)
(SEE NO It I%
VA"S,
ISEE NOTA 10s.,
ARTERIAL STREET MINIMUM
7" MMA (or ACP Class B
(SEE NOTE 1), OVER
3. M a
6" CRUSHED ROCK , ,' -;,_ -~ . .
V iY N.
4 {eirMEN Y CON . F C `
SIi 11fAY.K .,_ 3119'EXPA,1410N JOINT ( ` P.f
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NOTES:
1. FAUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE. POSITIONED It _.. O" BEYOND EDGE OF
DAMAGED PA�fEMEN],
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT "THE CUTTER FACE, SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
L , A I 1 0 IF;, , I, Ah I 1 1:041
ASPHALT PAVEMENT
#3 REBAR
PRE -DRILL
5/8" HOLE &
FI LL W/
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TYPE C2 -ISOMETRIC VIE'
For tkIOTE$ son $T0, PLAN 104.2
NTS
V4 - DMEWAY EK91MCE 111
*2" TO 6" CLASS `E' i' LANE LINE
OR C; ASS `13'
f
J
F— 6.5' M N . —i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
— 6.5' MIN.1:>
—
w
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MIN MIN MIN MIN MIN
?" C_ASS `B' �J
�— ACP CLASS*
6 CRUSHED SURA AC NG TOP COURSE
CRUSHED --�OCK, FLOWABLE FILL —'
z
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TYPICAL TRANSVERSE PATCH
* FOR MINIMUIV STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT
SP PAGE 1-1032 NTS
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A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p11cwww.Ipdengineel1ng.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
J. p
og WAs�l
%o 30766�q
�
G
ST0'��
`S`sIONAL
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 A PERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
TESC 9.25.15
5
6 &
PERMIT REVISIONS 10.07.15
I
Drawn by: JLC Reviewed by: LJP
Project No: 06071 —2015-01
PAVING AND FRONTAGE
DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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;TYPE C3 SHOWN., C1 A Ci & C -MAX SWILAR)
(SEE NO It I%
VA"S,
ISEE NOTA 10s.,
ARTERIAL STREET MINIMUM
7" MMA (or ACP Class B
(SEE NOTE 1), OVER
3. M a
6" CRUSHED ROCK , ,' -;,_ -~ . .
V iY N.
4 {eirMEN Y CON . F C `
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Y
NOTES:
1. FAUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE. POSITIONED It _.. O" BEYOND EDGE OF
DAMAGED PA�fEMEN],
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT "THE CUTTER FACE, SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
L , A I 1 0 IF;, , I, Ah I 1 1:041
ASPHALT PAVEMENT
#3 REBAR
PRE -DRILL
5/8" HOLE &
FI LL W/
EPDXY
2'
GE14E14T
cowm'm
AIL, ash PL,'411 1,04
cE4 4F&T COWCRE •F
coft Is ,etrr a
jss,F wm !j)
TYPE C2 -ISOMETRIC VIE'
For tkIOTE$ son $T0, PLAN 104.2
NTS
V4 - DMEWAY EK91MCE 111
*2" TO 6" CLASS `E' i' LANE LINE
OR C; ASS `13'
f
J
F— 6.5' M N . —i
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
— 6.5' MIN.1:>
—
w
1' 1 2.5' 1' 1'
MIN MIN MIN MIN MIN
?" C_ASS `B' �J
�— ACP CLASS*
6 CRUSHED SURA AC NG TOP COURSE
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z
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SP PAGE 1-1032 NTS
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A R C H I T E C T S
WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering p11cwww.Ipdengineel1ng.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*jet.com
Professional seal
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No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 A PERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
TESC 9.25.15
5
6 &
PERMIT REVISIONS 10.07.15
I
Drawn by: JLC Reviewed by: LJP
Project No: 06071 —2015-01
PAVING AND FRONTAGE
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A STRUCTURAL ENGINEERING CORPORATION
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Professional seal
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No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
LLJ4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 PERMIT REVISIONS 10.07.15
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CATCH BASIN TYPE 2
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
J. A
aV'WAS,ttJ
+ 30766���
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No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 PERMIT REVISIONS 10.07.15
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Drawn by: JLC Reviewed by: LJP
0 Project No: 06071 —2015-01
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
J. A
aV'WAS,ttJ
+ 30766���
GISTE
L rib
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 PERMIT REVISIONS 8.31.15
A
W4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 PERMIT REVISIONS 10.07.15
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Drawn by: JLC Reviewed by: LJP
0 Project No: 06071 —2015-01
UTILITIES
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OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
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FIRE HYDRANT SHALT_ BE COREY -TYPE EQUAL TO IOWA F- X110 OR
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WATER PLAN GENERAL NOTES Standw'd Plan No. 300
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COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, I'v9UELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICA,._
MARKER 1 MARKER
MARK; R
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JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
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1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUKJC WORKS
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CIT" OF SEATTLE WITH A STORZ
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STA ARD SPECIFICATMW LATEST EDITION AS
AMENDED BY THE
a
THREADS ADAPTOR,
4.875" SEA 1 RLE 1-HREAD X 5" S I-ORZ, ATTACHED WITH 1/8" STAINLESS
°
CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WI VIER CONSTRUCTION
STEEL CABLE • 1 1/4" PEN 1 AGGN OPERATING NU 1. F ' HE h YDR AN 1 TO
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SMALL BE HELD PNM TO THE START OF CONSTUXTM. THE CC�iiMaOR
� TESTING DETAIL
BE PAINTED WITH TWO COATS OF PAINT. KELL"'(-MGORE/PRESERVATIVE
ANO OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURII+IG ALL NECESSARY PEft4ITS PRIOR TO CONSTIIUCTION.
�,
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
X ±� FT
APPROVED EQUAL. PUMPER CONNECTION 'G FACE ROADWAY OR AS
2. ALL EXA'TING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
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DIRECTED BY RENTON FiRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
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CALL 1-200-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGMNiNMIG EXCAVATION.
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BE USED IF REQUIRED.
°
3. ALL MATERIALS USED FOR THE CONSTRUCTION
I
MIN, 18" TO 20" BEHIND BACK
°
°
OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDIARNA6ED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING, BY THE CITY OF RENTON PRIOR TO B� ANY0MATERIALS
.---`- I NEW.'. WATER LINE
low -
OF
CURB OR 12" BEIHIND BACK OF
0#41 -SIT E.
\�- - -
3' SIDEWALK THAT IS ADJACENT TO
TWO LANE ROAD OFFSET
ON SIDE STREETS WHERE THE
CURB
MARKER TO INDICATE
HYDRANT IS WITHIN 2_U' OF A
4.75" x 5" STORz `- TrwG--PIECE cAs? IRON VALVE Box wlT�l LUG
WHICH SIDE OF STREET
'4"
MAIN TRAVELED STREET THE
4. ALL WATER MAIN PSE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, T� CLASS 52 PIER 1S1 AN1iDC
144. PIPE JOiNTSSMALL BEPUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON POPE FMVMSMALL BECLASS 2SOAS
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5'x5'x6" THICK CONCRETE PAD AROUND / TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK/ STANDARD 8" TOP SECTION WITH REGULAR BASE
HYDRANT IS ON l FROM
DOTS OR PAINTED LINE)
MARKER IS TO BE INSTALLED
ON THAT MAIN STREET
"� SECTION i_ENGTH TO FIT. VALVE NUT EXTENSION
PER AM/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 34AIL. BLACK, TUBE TYK,
\
EXPANSION JOINT AT
/- I
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
i VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING TEE LMJxFL)
6 AS REQUIRED.
`' BACK OF SIDEWALK %
2'
TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1 -BLIND FLANGE ON BOTTOM
/ CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
j---
/` -OR PLANTING STRIP
TEMPORARY PLUG (MJ) WITH 2 --INCH TAP
i -PLUG MJ WITH 2"TAP & 2" BLOW -OFF
( )
/, STIMSONITE TWO-WAY BLUE REFLECTIVE
•..:: , :- .::-.:.. -. :.: •
. -.
S. UM COVER FROM TOP Of WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE OTiRt OF 10aNCH OR LESS
AND 2 --INCH BLOW --OFF ASSEMBLY
TEMPORARY BLOCK
,. :.
AND 49 W C14ES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXMAUM COVER FOR ALL WATER MAINS SMALL BE 60 INCHIES.
CONCRETE BLOCKING
ANY DEVIATIONS MUST BE APPROVED BY THE CITY Of RENTON PRIOR TO CONSTRUCTION. WHERE UT"STTY COIIFLjCTS OCCUR,
36" MIN
THE PROFILE OF THE WATER MAIN MALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MMNAf U M COVER.
COVER _._ -,� � -
C. ON C R E E BLOCKING
k
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
W
MARKER
MARKER
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXMNUM DRY DENSITY AS DETERMINED BY THE MOdHED MOCTOR TEST
J
_ _..._..._..._... _.. .---------------------
METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND IS PERCENT MOD IN UNPAVED
J
MEAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
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CONCRETE
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THRUST BLOCK J.\ - MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACS WITH CITY OF
ci
6" GATE VALVE (FL X MJ) AWWA C 509, RESILIENT SEAT
`'
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RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HOiRIZOMTAL BEPM
cv FINAL CONNECTION DETAIL
\- s„ DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI T
AM BASE OF HYDRANTS. MEGA -LUGS (OR SIMIILAR PRODUCT') MAY BE REQUIRED ON ALL MECHANK,AL ,KIMM 01 ADDITION TO
z
; \ 2-3/4" COR- TEN STEEL TIE RODS,
CONCRETE BLOCKING •
X
16 " x 8" x 4" M I N I N l M -} -- 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
w
CONCRETE BEARING 1' ABOVE BOUT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT
F T
OUR LANE N E R 0 A, D OFFSET
c
FI vE l_A N E ROAD OF Ste_ T
7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM POOR TO BEING FLUSHED,
POLYETHYLENE FILM AROUND TOP AND SIDES OF
MARKER TO INDICATE WHICH
MARKER TO INDICATE 'WHICH
QED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNIDER THE
--- --
GRAVEL.
SIDE OF STREET HYDRANT IS
SIDE OF STREET HYDRANT IS
SUPERVISNON OF A CITY OF RENTON UTILITY INSKCTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND MUM PLM,
CONPORATRONSTOPS, BLOW -OFF ASSEMBLNES, AND THRUST RESTRAINT j BLOCKING FOR TESTING ANMD PIJRR"TY ACCEPTANCE. NO
; j I NEW D I WATER LINE
_ ...� _-. t........ , o �- . .
ON (4" FROM D0TS OR
PAINTED LANE DIVIDER)
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
COi!MINECTLpN SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN Elq!TTIRiG MAIN UNTIL
� I
E_ i H L-----H_YD R A S E M B L Y
THE NEW RPM HAS KIN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FLINTY Tilil'MiG.
-<.__
_. LEVEL ALL GROUND
LEVEL ALL GRUUND
HYDRANT
MARKERS
MIN 3' RADIUS
S. NEW WATER MAINS INCLINING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ASM WORKING
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
- MIN 3' RADIUS
PRESSURE WITH A MMNMIAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSLJRE DROP DURMIIG
AND DISINFECTION, REMOVE TEM P OR A Y BLOCK & BLOW -OFF
THE ENTIRE TEST PEMOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST THE LINE SMALL BE FLUSHED
► . ,
ANO THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTNriG BY THE PUBLIC WORKS INSPECTOR.
AND CONNECT TO VALVE WITH D.I . SLEEVE (M J; & D .. SPOOLS
FINAL CONNECTION BY CITY FORCES
1 ONE MAN ROCK -�
9. TME CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WAG
NOTES:
1 • TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
6 1 1
_ -1
EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. ALL TEES
�T 6
7
DAYS PRIOR TO MAKING CONNECTXMS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL E) P= THE 0057Mit' WATER
AND VALVES SHALL BE WATER TESTED BEFORE TAP
- " /
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FfTTVM FOR
2• NO SI7E ON SIZE TAPS ON CAST-IRON WATER L-INES. TAP SHAT__(_ BE AT
LEAST 2" SMALLER DIAMETER THAN THE MAIN.
6" CONCRETE PAD 6" CONCRETE PAD
THE FINAL CC11i0111iECTNON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROIIWE SHORM AM
ALL MATERIALS REQUIRIED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
EXISTING
3• NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
�: '•'
CONTRACTOR SMALL PROVIDE ANO INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORAMON.
SPEER TAP OR s
SUPERIOR TAPPING INC.
-- -- 4w
5. CONTRACTOR SHALLL OLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
�,�1 T �; ��
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
)
RAISED PAVMENT MARKER TYPE 88 AB
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
r �77 � I I T.. I r l r-
�..-1 Y 1.) � l A I V ] 1 C� � � A, ; I C � N IN 1 � � t._I E � I- � �
STIMSONITE TWO WAY (BLUE)
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
---- ......------------------------------- .._._.. - ----------------------..-._- ---------- -- - _._ - - --- - --____-____- ..............._... -
NTS
WATER aWffik WM
NTS
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COR PLAN 300.1 - TN+
COIR Pl l 30.1- F DRANTAS%i&Y
COR 310.3
- LAYaffT'
11-1 /'4° BEND 22-1/2* BEND 45" BEND
CAP
TEE 90` BEND
E THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL FIRM SILT OR COMPACT SAND COMPACT SAND & GRAVEL
FIRM SILTY SAND
I 90° 1 45° BEND 11 1 /4* 90, 45' BEND 11 11/4* 90' 45' BEND 11 1/4'
IFITTING BENDI TEE. CAP OR PLUG & 22 1/2" BEND TEE CAP OR PLUG & 22. 1/2° BEND TEE CAP OR PLUG & 22. 1/2.`
BEND BEND BEND
`� 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0
�5 6" 13.3 9.4 9.4 3.8 6.7 4,7 4.7 1.9 5.0 3.5 3.5 1,4
AJ 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5
&. 12" 53.037.5 37.5 15.0 126.5 118.8 1 18.8 1 7.5 120.0 14.0 1 14.0 5.6
I AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
i 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
I
MIN. HF'GHT OF THRUST BLOCK (FT) = O.D. PIPE 1.0'
,
I
P,
pls THRUST BLOCK BEARING
AREA REFERS TO THE 1
FACE OF BLOCK MEASURED
IN SQUARE FEET
NOTES;
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL_ TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER,
2. ALL BLOCKING SH,ALL BE POURED !N PLACE AGAINST UNDISTURBED NATIVE GROUND.
NTS
2. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
wTum)
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL. COMPRESSIVE STRENGTH,
4, ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2").
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
�+
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS/
l
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RENTON, WA 98055
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WEAVER ARCHITECTS, INC. M,d C > '
141 1 FOURTH AVENUE, SUITE 810CD 0
N
SEATTLE, WASHINGTON 98101
J
P. 206.262.9622 c CD � '
F. 206.262.9507 Cn Z W
All reproduction & intellectual property rights reserved c 2014 C*
911 Western Ave
Suite 420
Seattle, WA 98104
p, 206.725,1211
f. 206.973.5344
engineering p11cwww.Ipdengineering.com
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaget.com
Professional seal
J. ,per
ov 'WA
30766�q
p CIsTEw�,
AE
��`�SIDNA
L
mrlww
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3 ZL PERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 &PERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: UP
0 Project No: 06071-2015-01
UTILITY DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
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WEAVER ARCHITECTS, INC.
1411 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206,725.1211
f. 206.973.5344
engineering p11cwww.Ipdengineering.com
CD: Fz3858oY
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A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue — Suite 100 — Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayfaWt.com
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No.
Issue Description
Date
1
PERMIT SET
5.08.15
2
FIRE ACCESS DRIVEWAY
6.12.15
3 A
PERMIT REVISIONS
8.31.15
I4
CONSTRUCTION DOCUMENTS
9.15.15
'
5
TESC
9.25.15
' 6 B
PERMIT REVISIONS
10.07.15
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Drawn
Project
by: JLC Reviewed by: UP
No: 06071-2015-01
'WATER LINE PROFILE
Original drawing is 22" x 34". Scale entities accordingly if reduced
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