HomeMy WebLinkAbout20250822_PLN1388_ApprovedCivilPlans_Part2 SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N
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DRAWN BY: KMA
PROJECT FILE No.PIND 3608 CHECKED BY: TPA
DATE: 5.21-24
CITY OF ARLINGTON
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CONSTRUCTION DRAWING REVIEW APPROVAL JOB NUMBER:
JURISDICTION:CITY OFAR211C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITYNOTE - I -' DR-01
BY:
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 7 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VALID FOR 18 MONTHS
WHATIS SHOWN ON THEPLAAS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
S p• 9
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INFILTRATION GALLERY B.
T CLASS B ASPHALT(2 LIFTS REQUIRED) SEE SHEET SD-01 FOR DETAILS c
4"ATB
2'MIN CRUSHED BASE COURSE
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COMPACTED SUBGRADE T095%MAXIMUM DENSITY PROPOSED SANITARY
SEWER SYSTE
DRIVE SECTION
IFILTER
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2"MIN CRUSHED BASE COURSE DRUM A
COMPACTED SUBGRADE TO 95%MAXIMUM DENSITY 0
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DRAWN BY: KMA
PROJECT FILE No.FWD 3608 CHECKED BY: TPA
DATE: 5.21-24
CITY OF ARLINGTON
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CONSTRUCTION DRAWING REVIEW APPROVAL JURISDICTION:CITY OFAR24N�'C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITY NOTE - I -' PR-01
BY:
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 8 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VALID FOR 18 MONTHS
WHATISSHOHMON THEPLANSAND WHATISNOTEDIN 7HEF/ELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO THEATTEN77ON OF THE ENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG-EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
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SDCO.7A IE=128.39(6"0)W - - - -- - RIM=132.27
N=434632.58,E=1325386.79 IE=128.39(6"0)S - IE=129.17 SO)SW
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=129.20(6"0)NW 14 LF 6"PERF PVC INFILTRATION GALLERIES A AND B WAS 2.0 INIHR.
CONTRACTOR TO CON FIRM FIELD INFILTRATION RATES
IE=129.20(6"0)SE - PRIOR TO INSTALLATION
SDCO
IE=129.20(ITO)NE 3. ALL INFILTRATION GALLERY PERFORATED PIPES TO BE
_ N 434608.78,E-1325401.11
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APPROXIMAATE 22.00'
EL-131.52
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PLAN ABOVE FOR RIM O
TOP OF GALLERY ELEVATIONS FINISHED GRADE=132.20
EL=13131.20
EXISTING GRADE AT INTAKE-1,IE=129.20(fi'0) _ Vf
TEST PIT 3 LOCATION 2.0'DEPTH
APPROXIMATE BOTTOM OF GALLERY
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PLAN ABOVE FOR RIM 6"PERF PVC PIPE=129.20 WRAP IN MIRIFI MINIMUM
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EL=130.50 ' NATIVE UNDISTURED SOIL
L 2.5'DEPTH __ 15-2.5INCH DIAMETER CLEAN STONE,
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SEPARATION FROM BOTTOM OF 40%VOIDS OR EQUIVALENT NOD
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BOTTOM OF GALLERY SEASONAL HIGH GROUNDWATER TABLE FACILITY TO HIGH GROUNDWATER TABLE F+1
EL=128.00 - -. IINTAKE-1 APPROXIMATE EL=124.00' Z pq
IE=128.00(GO)
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SOIL 2'OVERLAP MINIMUM ON EDGES, SECTION A-A
6"PERF PVC PIPE 1.5-2.5 INCH DIAMETER CLEAN STONE,
IE=128.00 40%VOIDS OR EQUIVALENT
-------- -------5.5 EXISTING GRADE AT
SEPARATION FROM BOTTOM OF TEST PIT 3 LOCATION a
SEASONAL HIGH GROUNDWATER TABLE FACILITY TO HIGH GROUNDWATER TABLE APPROXIMATE Fa
APPROXIMATE EL-122.50' EL-131.56'
SECTION A-A a.ar
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EL-131.20 - � - -`--L___-_,>-__L_ - LO'COVER (~ �1
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TEST PIT 3 LOCATION M z
APPROXIMATE BOTTOM OF GALLERY F`I Q
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ELEVATIONS 2'OVERLAP MINIMUM ON EDGES, 0 Z
FINISHED GRADE-1 NATIVE UNDISTURED SOIL W
TOP OF GALLERY y,�, f i f /7,j //, 1.0 COVER ___ ______ _________ 1.5-251NCH DIAMETER CLEAN STONE, W h� M
� EL=130.50
40%VOIDS OR EQUIVALENT F`I
INTAKE-1,IE=128.00(6'0) 2.5'DEPTH SEASONAL HIGH GROUNDWATER TABLE) 5.2'SEPARATION FROM BOTTOM OF O �i
g APPROXIMATE EL=124,00' FACILITY TO HIGH GROUNDWATER TABLE
BOTTOM OF GALLERY F
EL=128.00 -��' i;�l�✓ ?���'�T�V�\���A'�✓%AV�/i�%�✓ii�V\\V�/>^
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6"PERF PVC PIPE 2'OVERLAP MINIMUM ON EDGES. 0
= IE=128.00 V
NATIVE UNDISTURBED SOIL 1.5-25INCH DIAMETER CLEAN STONE,
TT _ ___________ 40%Vol DS OR EQUIVALENT DRAWN BY: KMA
r FA SEPARATION FROM BOTTOM OF
� SEASONAL HIGH GROUNDWATER TABLE) FACILITY HIGH GROUNDWATER TABLE PROJECT FILE NO.PWD 3608 CHECKED BY: TPA
APPROXIMATE EL=12250' DATE: 5.21-24
CITYOFARLINGTON
SECTION B-B CONSTRUCTION DRAWING REVIEW APPROVAL JURISDICTION:CITY OF ARLINGTON
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS JOB NUMBER: 24-W41C
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITY NOTE
BY: SD-01
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 9 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VAUD FOR 18 MONTHS
WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDI47ELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
CITY OF ARLINGTON GENERAL CONSTRUCTION NOTES CITY OF ARLINGTON STORM DRAINAGE NOTESS
1. ALL WORK AND MATERIALS SHALL CON FORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS AND CITY O of WASNi O
WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT STANDARDS AND SPECIFICATIONS.ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY
OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION. ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES.
A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS.ACCEPTABLE STORM DRAINAGE GRADES LESS THAN S% LANDING WIDTH W®
2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT,RIGHT-OFWAY PIPE MATERIALS INCLUDE CONCRETE,PVC,HDPE,AND DUCTILE IRON.CORRUGATED METAL PIPES(GALVANIZED ALUMINUM OR STEEL) ¢
PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE ARE NOT ACCEPTED BY THE CITY.ALL PIPE JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED 15'MINIMUM 5 VARIES �oF RIShA� ¢
OBTAINED BY THE DEVELOPER/CONTRACTOR. BY THE CITY. C/L ° �SSlONAL @li�N 15
3. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE DEVELOPER/CONTRACTOR SHALL ATTEND A PRECONSTRUCTION 3. PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON.BEDDING MATERIAL 2% 2_� PAVEMENT OR SHOULDER SLOPE t 2%MA% 2 1p�
CONFERENCE WITH THE CITY.THE CONSTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION CONFERENCE BY FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITY'S STANDARDS AND SPECIFICATIONS(CHAFFER 4). -2.O% "''I`
CALLING(360)403-3500.PRIOR TO SCHEDULING,THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR 4. ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM - sIDEwALK 5 ° ENGINEER'S STAMP
THE TRAFFIC CONTROL PLAN,CITY PERMITS,TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, DRY DENSITY.ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DRY DENSITY. ;�' PIVOT POINT A VARIES
PERFORMANCE BOND,COPY OF OTHER AGENCY PERMITS,A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF 5. ALL PIPE SHALL BE PLACED ON STABLE EARTH.IF IN THE OPINION OF THE CITY INSPECTOR,THE EXISTING TRENCH FOUNDATION IS O+ OO O3 PIVOT POINT B
OF INSURANCE COVERAGE. UNSATISFACTORY,THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE CEMENT CONCRETE cuae&GUTTER
4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PIPE. 4^GEED
PROGRESS. 6. LOT DRAINAGE SYSTEMS,STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK 1'GRAVEL BARROW (CURBED SECTIONS)
5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY DEVIATION FROM THE CONSTRUCTION.STUBAUTS SHALL BE MARKED WITH A2"X4"WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED"STORM°.LOCATION OR AS APPROVED By
APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER,THE CITY ENGINEER,AND OTHER AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. THE CITY ENGINEER
APPROPRIATE PUBLIC AGENCIES. 7. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE CITY.THE USE AND
6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD INSTALLATION OF INLETS IS DISCOURAGED.
SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND 8. ALL CATCH BASINS WITH A DEPTH OF 5 FEET(RIM TO INVERT)OR GREATER SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4-INCH
NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. TYPE OF ACCESS ACCESSING LANDING WIDTH W® ACCESS GRADE D
THE ACCURACY OF ALL UTILITY LOCATIONS. 9. ALL GRATES SHALL BE MARKED"OUTFALL TOSTREAM-DUMP NO POLLUTANTS".ALL SOLID COVER SHALL BE MARKED"DRAIN".ALL
7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD DETAILS. GRADES 8%AND OVER RESIDENTIAL(URBAN) NON-ARTERIAL 15' tAV�.
o
CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE(1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO 10.ALL GRATES LOCATED IN THE GUTTER FLOW LINE(INLET AND CATCH BASIN)SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL.
CONSTRUCTION. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO 15'MINIMUM RESIDENTIAL(URBAN) ARTERIAL 15' t
8. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. C/L Z �
COMMERCIAL/INDUSTRIAL NON-ARTERIAL 30' 2 O
ARLINGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE 12.ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO,OR IN CONJUNCTION WITH,ALL � � o 0
INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE.THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT CONSTRUCTION ACTIVITY,UNLESS OTHERWISE APPROVED BY THE CITY. COMMERCIAL/INDUSTRIAL ARTERIAL 30' t > 8 80.
OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. 13.DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH GREATER THAN 3 FEETW
9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. ¢ g w
SWEEPING AND/OR VACUUM TRUCK.WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR 14.B10.FILTRATION SWALES ANO/OR FILTER STRIPS SHALL BE CONSTRUCTED,BEDDED OR SEEDED AND IN OPERATION PRIOR TO,OR %A, " o o
APPROVAL FROM THE CITY INSPECTOR. SODDED IN CONJUNCTION WITH,ASPHALT PAVING.THE VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABUSHED BEFORE PAVING h w w w
10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF"ASBUILP PLANS SHOWING ALL FIELD CHANGES AND BEGINS. NOTES: o
MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION,THE CONTRACTOR SHALL DELIVER BOTH 15.STORM WATER RETENTION/DETENTION FACILITIES,STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED BY 3 ATE
1'GRAVEL BARROW
COPIES OF RED-LINED PLANS TO THE CITY.THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN THE DEVELOPER PRIOR TO THE CITY'S ACCEPTANCE OFTHE PROJECT. 4"GEED OR AS APPROVED BY O SEE STo DETAIL R-180 FOR CURB DETAILS.
ENGINEER. %WHEN INFILTRATION FACILITIES ARE CONSTRUCTED,COMPACTION OF SOIL IS NOT ALLOWED,AS THE DESIGN IS BASED ON NATURAL THE Cm ENGINEER
O2 WHEN ACCESSING SHOULDERED ROADWAYS, MAINTAIN SHOULDER SLOPE TO �
SOIL IN THE ORIGINAL LOCATION.VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION. PIVOT POINT A. c
17,IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS DURING °5
INFILTRATION SYSTEM INSTALLATION,THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. 3O ACCESS POINT GRADE SHALL BE MEASURED FROM PIVOT POINT B.
® LANDING WIDTH W MAY BE REDUCED SUBJECT TO APPROVAL OF THE CITY
ENGINEER.
NOTES: SO A VERTICAL CURVE SHALL BE CONSTRUCTED TO TRANSITION THE LANDING TO C
THE ACCESS APPROACH. THE VERTICAL SEPARATION BETWEEN THE CURVE -
1. COMPACTION TESTS ARE REQUIRED. THE NUMBER OF TESTS TO BE FIELD DETERMINED BY THE CITY AND A 10-FOOT CHORD OF THE CURVE SHALL NOT EXCEED 3.25 INCHES
INSPECTOR. ALL TESTING SHALL BE PERFORMED BY A LICENSED TESTING LABORATORY.MINIMUM (WHERE D IS POSITIVE)OR 2.00 INCHES(WHERE D IS NEGATIVE). N
COMPACTION SHALL BE 95%MAXIMUM DENSITY OF BOTH SUBGRADE AND CSBC. C Z O
a Do
2. GRADES 8%AND OVER REQUIRE 3"ATB.COMPACTION SHALL BE AN AVERAGE OF 92%OF DY DENSITY. C j m
L1J L 3
3Ty O urx DEPARTMENT OP PUBLIC 'DRBS STANDARD DETAIL lTy O °"� DKPARTMBN'T OF PUBLIC WORR3 STANDARD DETAIL 7
STANDARD DETAILS NUMBER o '9 - wnvma STANDARD DETAILS NUMBER O MD E
®i CD
ALL WEATHER SURFACES FOR R-050 v®Z ACCESS POINT GRADES R-090 `O
R�TN�,L0 UTILITY ACCESS 4<iNc10 'O
O
T)
FINAL JOINT MUST EXPANSION JOINT DEPTH
Y
BE SAW-CUT SAW-CUT OR LINE DRILL 2"MIN ASPHALT 30'.ALIGN EXPANSION JOINTS
UNDERLYING CONCRETE CONCRETE &DUMMY JOINTS IN CURB V-GROOVE
EXISTINGC ASP ONCRAET WITH JOINTS IN SIDEWALK (nP)DEEP
V-GROOVEMAX 1/4'DEEPAIN
"R �.�®6��ip EXISTING CEMENTS 12 "'rx-^ (YP
® CONCRETE 12"
- ry DUMMY JOINT
1 p'� COMPACTED SUBGRADE CDF OR COMMERCIAL CONCRETE S• ~I
PER NOTE 2 - � 15'C/C
A ® 1/2"x 1 1/2" Vl l
B'R ���� DDMM5JOCI 41' PARKING w H
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE L1111'Ill
E w
3-1,B"R COVER PLAN FIRE °z A
PLANASPHALT CONCRETE( MIN)
COVER REMOVED COVER SECTION T
FINAL JOINT MUST REPLACEMENT PATCH TO BE 1"
VARIES
BE SAW-CUT A THICKER THAN PREVIOUSLY EXISTED 1/2"x 1 1/2" FULL DEPTH
CURB&GUTTER LAN E
(1-1/2",2 OR 3') EXPANSION JOINT EVERY 30
oz° PLAN VIEWS
1 9-02" 12" COMPACTED SUBGRADE
2'MIN 5-1 4"R EXISTING ASPHALT PER NOTE 2 �
ASPHALT CONCRETE 4-3/4"R 4"R CONCRETE 5'TYPICAL l
(SEE NOTE 7 BELOW) ALUMINUM SIGN PLATE 1�1
1/2"x 1 1/2" I.�
B" EXISTING ASPHALT CONCRETE OVER PREPARED GRADE DUMMY JOINT 2% CEMENT CONCRETE
° g. SIDEWALK CITYSTANDARD (/2
-{� 1 cD &GUTTE SEE s SIGN POST
SEE STD DETAIL
AIL R-110 �+
4^S0 1• �, • EXTENSION SECTION CEMENT CONCRETE(8"MIN) \ \ 0 y
REPLACEMENT PATCH TO BE 1" � V'
•' FINAL JOINT MUST THICKER THAN PREVIOUSLY EXISTED / ``� 2 CRUSHED SURFACING
3 4' S\ TOP9 COURSE,COMPACTED
y BE SAW-DU "NO PARKING-FIRE LANE" Z MONUMENT CASE
12 NOS ^w1 SECTION SIGN DETAIL F w
2-1/2"CIA DOMED 1.MONUMENTS IN NON-PAVED TYPICAL spy
S CONCRETE BASE BRASS CAP AREAS SHALL BE 3'ABOVE GRADE. EXISTING CEMENT NOTES: NOT TO SCALE O 0
(CLASS 4000) CONCRETE 12 _ COMPACTED SUBGRADE 0 Z
2.ALL MONUMENTS SHALL BE PER NOTE 2 1. SIDEWALKS SHALL BE A MINIMUM OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE,WITH AIR U rl M
PRECAST DO NC.WITH REBAR AND :" .... F�1
2-1/2^CIA BRASS W. - ENTRAINMENT(MIN 4.5%-MAX 6.5%). `
12'MIN/8 REBAR 3.MONUMENT CASE AND RISER 2. FULL EXPANSION JOINTS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB& d
SECTION SHALL BE CAST IRON PER
GUTTER,WITH MAXIMUM SPACING OF 30 FEET,FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE
T cuss 3D.WITH EXISTING CEMENT CONCRETE OVER PREPARED GRADE INSPECTOR IN THE FIELD. O
BITUMINOUS
o BITUMINOUMINOU S COATING.
` 4.COVER SHALL BE DUCTILE IRON 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSITY.
PER ASTM-A536,GRADE AP[
80-55-06.WITH BITUMINOUS NOTES: 4. SIDEWALK SHALL BE AT LEAST 6"THICK IN DRIVEWAYS.
PRECASE CONCRETE COATING. O
MONUMENT 1.ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY
9a 5.LEGEND ON COVER SHALL BE
6"80 (CLASS 4000) 1/8"RAISED INTERGRALLY CAST ASPHALT AT THE END OF EACH WORK DAY,UNLESS PERMISSION IS GRANTED TO DO OTHERWISE WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER.CURING V
LETTERS 1"HIGH WITH A MIN BY THE CITY ENGINEER. TIME SHALL BE FOR A MINIMUM OF 72 HOURS,
FACE WIDTH OF 3/16". 2. COMPACTED SUBGRADE MATERIAL SHALL BE PER WSDOT 9-03.9(3),5/8"MINUS CRUSHED SURFACING
SECTION OR APPROVED NATIVE MATERIAL. SUBGRADE SHALL BE COMPATED TO 95%MAXIMUM DENSITY. 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4'RADIUS. DRAWN BY: KMA
3 ALL TE TIO�WORK WITHIN THE ON TRENCHES
SHALLAY B PERMANENTLY PATCHED WITHIN 2 WEEKS OF 7. SIDEWALKS ARE TYPICALLY 5'WIDE,WIDER SIDEWALK MAY BE REQUIRED BY THE CITY. PROJECT FILE NO.FIND 360E CHECKED BY: TPA
DATE: 5.21-24
2y nnE DBPARTMBNT OF PUBLIC yORRS Ty wresox DEPARTIOSMf OF PUBLIC lIORBH #6yG',1wrt DBPARI2IBNT OF PUBLIC WOR%B CITY OF ARLINGTON
o� oy STANDARD DETAIL C} of STANDARD DETAIL STANDARD DETAIL CONSTRUCT ON DRAWING REVIEW APPROVAL JURISDICTION:CITY OFARLINGTON
STANDARD DETAILS NUMBER �e STANDARD DETAILS NUMBER �n� STANDARD DETAILS NUMBERJOB NUMBER: 24-0041C
SURVEY MONUMENT R-130 r®2 ROADWAY PAVEMENT PATCH R-W CEMENT CONCRETE SIDEWALK R-170 THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
PNG4 <TNc'C , �, ON THE TITLE SHEET.
BY: DT-01
DEVELOPMENT SERVICES MANAGER 10
O OF 16
C
SAFETY IS IN YOUR HFNDS. DATE: 05/231/2025 THIS APPROVAL VALID FOR IB MONTHS
W
EVERY GIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
0 4S e. q8e
Q 2
CONCRETE PAD,202d'18" O �OF WASy/ O
1/2-R 5.5' Q D Do _ (OR INSTALL IN PAVEMENT) �0
2 9 1•R CAST IRON RING BLOCWNG
COVER,'OLYMPIC FOUNDRY 0
%J COMPANN'NO.M1007D/TOR
EQUAL B�, FOISTE6�
NOTES: / �
ERA ME AND GRATE(OR SOLID COVER), STORM 1A
_ _ SEE APPLICABLE STANDARD DETAILS 1. CONCRETE INLET TO BE CONSTRUCTED IN - 2�
12" ACCORDANCE WITH ASTM C418&C890 $EWER
p Q. c UNLESS OTHERWISE SHOWN ON THE PLANS A - A
1/2" e d a a' OR NOTED IN THE STANDARD w
S^ ENGINEER'S STAMP
SPECIFICATIONS.ALL CONCRETE SHALL BE _ MR
D/W cur CLASS 4000, - *SIZE AS NOTED ON
2. REINFORCING SHALL BE EQUIVALENT TO PLANS
WELDED WIRE FABRIC(WWF)HAVING A = -
MINIMUM AR OF 0.12 SQUARE INCH PER - PLAN
FOOT.WWF SHALL COMPLY TO ASTM A497.
WWF SHALL NOT BE PLACED IN KNOCKOUTS. -
SEE NOTE 0 ADJUSTMENT
SOLID BRICK USED FOR FINAL CASTIRONRING&LOCKING
1" ADJUSTMENT TO GRADE.6"HIGH MAX. 3. THE BOTTOM OF THE PRE-CAST BASE CONCRETE PAD,SEE NOTE 9 - COVER EVFY
SECTION MAY BE ROUNDED. - - 24Y24'v8"
(Ofl INSTALL COMPANV'N0.M100]D/T OR
18" 4. PRE-CAST BASES SHALL BE FURNISHED {. 3O IN PAVEMENT) EQUAL
7Q• WITH CUTOUTS OR KNOCKOUTS.KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2"MIN.
TYPICAL SECTION 10 ALL PIPE SHALL BE INSTALLED IN FACTORY
4
PROVIDED KNOCKOUTS.UNUSED KNOCKOUTS 2'-0' B 2 0
1 NEED NOT BE GROUTED IF WALL IS LEFT SECTION B-B
INTACT. {sn
5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL PLAN N MN,. MAXABO'ffBOlEIINP90M. Tn w
TO PIPE OUTSIDE DIAMETER PLUS CATCH = N 12'MIN. RISER ZO 1
BASIN WALL THICKNESS.KNOCKOUTS MAY O O
BE ROUND OR"D"SHAPED AND MAY BE I
RISER SECTION O 3/4
N ALL 4 SIDES WITH MAXIMUM DIAMETER "NORMAL 1/8"R(TVP) 8"PJC �i
NOTES; OF 20". TO BAR 91EEVE IT MECHANICAL COMPRESSION Lu
TYPE PLUG WITH UP w w w
1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 6. THE MAXIMUM DEPTH FROM THE FINISHED = p o 0
1ti z6• GRADE TO THE PIPE INVERT IS 5'-D". T RISER' v¢Vi w w w
2. DUMMY JOINTS SHALL BE PLACED 15 FEET ON CENTERS.DUMMY JOINTS SHALL BE 1/2"x 1-1/2". 1/2"NORMAL PLUG UNLESS
A,VPFCV 7. THE TAPER ON THE SIDES OF THE 1/8" TO BAROTHERWISE NOTED p
PRE-CAST BASE SECTION AND RISER 1-3/4' WYE`
3. STREETS.
JOINTS SHALL D PLACED ADJACENT TO CATCH BASINS,INLETS AND AT POINTS E- OF TANGENCY ON �q'R 2 45°BEND`
STREETS,ALLEY AND DRIVEWAY RETURNS.MAXIMUM SPACING SHALL BE 30 R.PRE-MOLDED JOINT SECTION SHALL NOT EXCEED 1/2"PER 2
FILLER SHALL BE 1/2"WADE AND CONFORM TO AASHTO DESIGN M213.
FOOT.
4. ALL JOINTS SHALL BE CLEAN AND EDGED. 8. FRAME AND GRATE SHALL BE IN SECTION A-A v
01 ACCORDANCE WITH WSDOT/APWA o oy
5. CONCRETE SHALL BE CEMENT CONCRETE,CLASS 3000. SPECIFICATIONS.MATING SURFACES SHALL NOTES;
BE FINISHED TO ASSURE NON-ROCKING FIT
6. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS,W000 FORMS MAY BE USED ON CURVED WITH ANY COVER POSITION. O FOUNDRY NAME,THIS SIDE TO CURB W/ARROW AND(DI) ®LOCKING GRATE CASTED HOLES SHALL BE ELEVATION
SECTIONS. - DO GRATE WITH 1 FOR DUCTILE IRON SHALL BE EMBOSSED ON TOP OF CASTED TO ALLOW FOR TWO 5 8'DIA
9. FRAME P G RATE MAY BE I NSTALLED WITH 16"RECESSED LETTERS. STAINLESS STEEL SOCKET HEAL)CAP SCREWS
7. FINISH SHALL BE LIGHT BROOM FINISH. FLANGE DOWN OR CAST INTO RISER. / SO THAT NO PART OF HEAD PROTRUDES
8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED BY 10.EDGE OF RISER OR BRICK SHALL NOT BE SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF ABOVE TOP OF CASTING. STORM SEWER CLEAN OUT
WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. MORE THAN 2"FROM VERTICAL EDGE OF THE FOLLOWING:A.8 INTEGRALLY CAST PADS
CURING TIME SHALL BE A MINIMUM OF 72 HOURS. CATCH BASIN WALL (1-1/2"x3/4"x1/8").B.MACHINE BOTTOM SURFACE QS GRATE TO BE USED WITH FRAME SHOWN IN NOT TO SCALE
OUTSIDE A 17"DIA. STANDARD DETAIL SD-090. W N
9. ALL CURB AND GUTTER SHALL BE PLACED ON A MIN OF 2"OF CRUSHED SURFACING TOP COURSE. `y 3O MATERIAL USED SHALL BE DUCTILE IRON PER ASTM-A536, C N o0
10.DUMMY JOINT 1/2"x 1 1/2"BETWEEN TYPE 1 CURB AND GUTTER AND THE SIDEWALK. PRE-CAST BASE SECTION GRADE 80-55-06.ALL CASTINGS SHALL HAVE A C >m
(MEASUREMENT AT THE TOP OF THE BASE) BITUMINOUS COATING. LI.1 L j
INVERTED-El RAC INSTALLED >
PERPENDICULAR TO WALL � to
oui pHPARTNHNT OF PUBLC a0RR3 ens OHPARTMHNT OF PUBLIC a0nve aAT DHPARR'NSN'f OF PUBLIC BORH3
tTY O `1AO'F0 w STANDARD
DETAIL ♦'TY O eP�w STANDARD DETAIL 1TY O N"IF'la R 5iAN0AR0 DETAIL 7 r-
�' wR wn�nwe STANDARD DETAILS NUMBER t' M,L mnlr STANDARD DETAIL NUMBER i1 MR PA- STANDARD DETAIL NUMBER psm(2n)FROMRACKTOWAIL Q E
ur-v¢ . Ies stw sxa . Mr svK sRc OR OBSTRUCTION,OR 1.2m(d fl) a
y t CEMENT CONCRETE CURB AND R-18O v 4: CATCH BASIN TYPE 1 SD-02O v t STANDARD GRATE CATCH BASIN INLET SD-OBO FROM STREET CURB FACE m
'P<ING•{� GUTTER TYPE 1 $LINO'�� PLtxO'1� TO
-_____________ O
Tn
SITE SPECIFIC DATA
NOTES. E--$ --i
swcwre ID 1D
TreatmaRl FI-1 13 d ftafa fete) Ds "
ow Rafe e Peak Fl (dal 1.3 cis s=UUCli UMW GN Flu.MAx OW of �
Rim Elevation 132.01 srRucTEu EATER TABLE.eELow
ipe Data Pipe Pipe Pipe Invert D �F urEIA:11"slElUlE(FPl•
Location Size Type Elevationm z
E.uTEwa uvE OAo uacHARaE=ep Psr
O.tlm x)(X 8" PVC 129.82 LAPPUEO TDaeELowcRADEI.
Inlet xxx WA N/A N auDN
/A F ND LITERAL SURCR.RaGE mDM AwACENT
GM
LS.PIERS,oR
Notes: /I
z, concRETE ze oar coMPREssWE srRENc1H -------------------------------
0 6x18m(2Bff)PER BIKE
VI
swat eE aaoD PSI MlwmuM_ ,
PERFORMANCE SPECIFICATIONS s n�peLGERADE so EMENrREaw ASTM n-F.sov r,Ll
Tma"ent Rm Capacities:' 1, OEMENT ABTM�.75 BPEDIP.ArpN
NJDEP 80%Re BIKE RACK DETAIL G A moval, micron 0 054 cIa s. RE.IREO.LuowA 1-IL BEARNG aR1-11
WAEc yGULD-Baerc&PKPa ,, 0.030cfs =2.WMF_ NOT TO SCALE
P.oMmseenr MMmeme ue.u� noEawrE lawRNO suSRFACE RE
ISEPR M(l E.
WMPA
OPTIONAL INLET PIPE LOCATION.OR SPECIFIcorqus) ER PPNECl
ALTERNATE OUTLET PIPE,TYP S PLACES) SA' s. REFERENCE 6THIDARD.
c na�tsus
4^ OPTIONAL INLET PIPE IOCATION.OR T aJRETIaREs waL BE FAcian 1.Om(3.3 fl)
TVP TYPF OUTLET LOCATION ALTERNATEOUTLETPIPE.TYP(B PLACES)
tY RCP MAX. PER EIANSCIISTOMER PE OEM IN qIR 48mm(1890 in) V
i LoaTKNS CAN BE GtANo D.EM F OUTSIDE
TUBER. a
e. MA%IMUM PICK WEIGHT JO-1NED WEIC TOF a
a/,SE.CMTILDGE I-CESSCOVERI=TBD.
4• B. SPECIFIC ORwwNGs vnTN OEraLEo
o
T ORM WAl rorrtncraorASTLE INFRattmxruRF
l - SECURELY PAD
DORTENEDTO O
m ♦ I I 0 9 CONCRETE PAOOR OTHER Ey y
I I ♦ � APPROVED SURFACE � V'
r41" I S. r-e• Z.B. E .94 1ti I a
O�_ -
TYP/CAL INVERTED-U
579 s^ RACK DESIGN z
h _-__ -___ 4• NOT TO SCALE
0 w z
OUTET LOCATION N'X N'TRAFFIC RATED W
s tr RCP MAX. PLAN VIEW ACCESS GRATE OR COVER(TYP2) PLAN VIEW IT-I �+
.
� COVER NOT SHOWNFIXi CLARITY
11 PahFir® O
Fib
a CARTRIDGE
6'A 12"OPTIONAL RISER
------- ---_-__ - ---__ M <' (1W MAXIMUM STACK HEIGHT) PRELIMINARY- �I
7RLPPIPE
MAX NOT FOR CONSTRUCTION 0
MIN
t80' �' ." �QI'Yw 1f1�1'BSIYlICh1f8 DRAWN BY: KMA
I ~ "^ •� - PROJECT FILE No.PWD 3608 CHECKED BY: TPA
_ DATE: 5.21-24
� PeaFNel�cpncrere calm Bas;nLLa CITY OF ARLINGTON
�1Y carriage , CONSTRUCTION DRAWING REVIEW APPROVAL JURISDICTION:CITY OF ARLINGTON
5. JOB NUMBER: 24-0041C
- THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
- - VENTED HDDD a wElRnssEMeLY _ "�� , �, ON THE TITLE SHEET.
8 OUASSEM DECK ASSEMBLY
DT-02
ASBEMBLY STANDARD DECK A =��J� L�
LEFT END VIEW ELEVATION VIEW AssenteLy � BY:
,J�If-ex _t(
{OPTIONAL WITH 6"OR 12"RISER) (OPTIONAL WITH 6"OR 12'RISERI '' DIa*RR
PFCB.254a12 DEVELOPMENT SERVICES MANAGER 11 OF 16
SAFETY IS IN YOUR HANDS. DATE: 05/2 /2025 THIS APPROVAL VALID FOR IB MONTHS
(�
W
EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N
S p' Aj
WA
SSMH RIM=129.62 \
IE 8-FVC(M=12185 \
IE 8'PVC(NP-121,95
S IE8-FVC(SEI=121.95 _ APPROXIMATE CENTERLINE
IE e'PVC(SM-12195 00875500099900 LOCA PION OF EXIIS77NG W LINE SSYONAL
\ REFERENCED IN THE RIGHT OF 1k
WAYCONEM TRECORDE
20'REAR BSBL UNOERAFSI491152
% \ \ --- --__ -__- ENGINEER'S STAMP
&��� _--_
\ ` •°� \ \ ---- RENCECOR.07'(V�OE�
\�y-7 S'SIDERBL PROPERNLINE
W WWPo \ r-- --;--- I I o' L o z0' 40'
-- L
\\ \\\ i OPEN SPACE/
iSTORMWATER
TRACT 997 I LOT 6
3 \ 0 I w'FRON 6se ruE 1 2 1 3 1 4 1 PLAT OF /� w
�V`� 1 FFE=131.50 �1 FFE=13200 1 FFE 13250 1 FFE=13260 JENSEN FARM LEGEND
o
y` \ I DIVISION 3 SYMBOLS DESCRIPTION y
1 36 LF 8'PVC S=00200 Z �
SSMH-1 A.F.#9904155006 LOT 8 STORM MAIN PIPE p
V�� s "�}QC� �\ STA 10+57816,39'LT 8„�45°IM,E SEWER MAIN PIPE j 8 8 0
\ 2qx 1 5'SIDE BSBL PLAT OF WATER SERVICE PIPE LU
\\ 110'PUE $ JENSEN FARM DRAINPIPE o
- - - ; DIVISION 3
ASPHALT PAVEMENT . m -
SSMH-2 A.F.#9904155006 2" w . . .
\ I I STA 10+03.65,6.35'LT %//00//A\\O GRIND AND OVERLAY o m m m
s DRIVEA CONCRETE PAVEMENT
GALLERY
C \ INFILTRATION GALLERY
\_ ACCESS/UTILDY NO PARKING'SIGN UNLESS c
"' TRACT 999 I OTHERWISE NOTED
�... l.
s 8"x6"45°WYE
LOT 27
PLAT OF
JENSEN FARM v s o, oPENSPACE/ I z o
\ `ti o \ / STORMWATER
DIVISION3 mm
A.F.49904155006 LOT26 d ��„ TRACT996 w a
PLAT OF \
\ uP
JENSEN FARM \ LOT 7 ■A o N E
DIVISION 3 \\ �\ a .nEasEM Nry RPUT Y P 6
63 LF IT PVC S=0.0111PLAT
A.F.#9904155006 S \ JENSENOFARM
SSMHRI \ SAWCUT LINE,TYP
7 ``\
ES PVC(Nm-3P ` DIVISION 3 (q
� IEa Pvc(N�=lzz.es GRIND AND OVERLAY,TYP
IE 81 � 0 wFy� ...�\ \ A.F.#9904155006
CONNECT TO EXISTING MANHOLE
.�� �.
P v
/ LOT25
5 P��� r �� \X Eta
% PLAT OF \ # x
JENSEN FARM LOT 9DIVISION 3 /A.F.#9904155006 \ \ PLAT OFJENSEN FARM
sa /\\ DIVISION3
A.F.#9904155006
LOT 24 LOT 7
PLAT OF v PLAT OF °\ \ •E\
a / \\ \ SSMH RIM=1382d
JENSEN FARM JENSEN FARM
\ \ IE 8'PVC"M-123.31 \
DIVISION 3 X DIVISION 3 Ea PVC(SEI=123AI \ \ H O
A.F.#9904155006 A.F.#9904155006 F
i 3 X W W
z
Q
SEWER SIDE SERVICE TABLE
LOT/SSCO DIST TO SERVICE(FROM SERVICE LENGTH IEATMAIN(FT) PAD/RIM STUB ELEVATION DEPTH(FT) SLOPE Q
NO. DOWNSTREAM MANHOLE) (UP) ELEVATION(FT) (FT) V
LOT-1 56.08 29.80 123.55 131.50 125.50 6.W B.]%
DRAWN BY: KMA
LOT-2 0.00 16.00 123.80 132.50 126.50 6.00 16.9% PROJECT FILE No.PIND 3608
CHECKED BY: TPA
LOTS 22.00 11.00 124.17 132m 126.50 6A0 21.2%
DATE: 5.21-24
CITY OF ARLINGTON
LOT4 0A0 11.00 124.52 132.50 126.50 6.00 18.0%
F
CONSTRUCTION DRAWING REVIEW APPROVAL JURISDICTION:CITY OF ARLINGTON
JOB NUMBER: 24-0041C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITYNOTE - I -' SS-01
BY:
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 12 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/2�/2025 THIS APPROVAL VAUD FOR 18 MONTHS
WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG-EVERY TIME.