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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
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SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
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2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
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MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
0 5 10 20 30
STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
SCALE r = 30'
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
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AVOID
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
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5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
WATER METER
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
WATER VALVE
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
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PRECEDENCE OVER ALL OTHER PLANS.
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
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SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
x
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
�..,
THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
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MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
0 5 10 20 30
STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
SCALE r = 30'
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
r
AVOID
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
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SITE.
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5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
WATER METER
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
WATER VALVE
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
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PRECEDENCE OVER ALL OTHER PLANS.
�) SEWER MANHOLE
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
CATCH BASIN
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8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
STORM DRAIN MANHOLE
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UTILITY POLE
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
o TELEPHONE PEDESTAL
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
MAILBOX
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
o
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
STREET LIGHT
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
JUNCTION BOX
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THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
40
to
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OF RENTON CURRENT STANDARDS.
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11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL 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,
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
x
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF
�..,
THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
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MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
0 5 10 20 30
STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
SCALE r = 30'
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
r
AVOID
AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
FIRE HYDRANT
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
WATER METER
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
WATER VALVE
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
G4
PRECEDENCE OVER ALL OTHER PLANS.
�) SEWER MANHOLE
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
CATCH BASIN
0
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
STORM DRAIN MANHOLE
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
UTILITY POLE
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
o TELEPHONE PEDESTAL
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
MAILBOX
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
o
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
STREET LIGHT
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
JUNCTION BOX
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION.
A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY
OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL 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,
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
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4" - 54'-
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24 "x 6" FRAME AND LIP
PER DRAWLING BR29
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4" MIN TO
12" MAX.
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NOTES
1. STEPS TO BE 3/4" 0 DEFORMED BAR_ GALVANIZED SAFETY
STEPS OR EQUAL-
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE -OF REINFORCED PRECAST
CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE,
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
9 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL_
PROPOSED F/L
EL= 209.41
EXISTING PAVING
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10'x'6" PVC
-- CONNECT PER DETAIL
3" CHECK VALVE
MH 2_54" O 0.502 SSMH
RIM =210.0* IMAM 1 .2*
INV=205.66 (MATCH EX. PAVING)
INV= 205.31 EX. ( VERIFY)
200 V =205.47 (NEW 8")
MATCH EXISTING CROWN
CONSTRUCT MANHOLE
OVER EXISTING 10" CONC. PIPE
DATUA( ELE'V
190.00
Q
0 +00
S'AN'ITARY SEWER PROFILE
H ORI Z SCALE: 1"=30'
%/CDT crrAl c. 1"_ r,'
1 1 I 1 rn
Ur
SHALLOW MANHOLE I `
EXISTING
SSMH 2 I
RIM =209.0* HYMAN?
INV =205.66 _ ___-- 5`r`+- ;
GRINDER PUMP TO BE LOCATED U) I
� .- EX. SS
NA 1
IN EACH UNIT. PUMP 10' ,-6" PVC f ❑ { # INv =20 7o (10"CONE -N)
STANDARD PRESSURE FlTTINGS ;' DESIGN /SPECIFICATIONS WILL BE SIDE SEWER /, ! � INV= 2o:J.6o (10 "cONc_`,
Mr> WM 150 PSI PART OF PLUMBING PERMIT. CONNECT , / I EF t
PER DETAIL / .� ' SSMH 1
EXISTING, 10 STORM DRAIN 125LF 2" SCH 40 PVC FM ~--- _f - 'n ` { RIM =2 0.2f
EASEMENT PER APPROVED CLEANOUT AT END ELF --- r.- •,�� (MAiI;N EX. PAVING
PLANS OF RENTON RIDGE OF 2 FORCE MAIN ; 5� " 30 1 , { )
s J .. 3 -CHECK VALVE p INV =205.31 EX. (VERIFY)
o°',.. /'` ---"~ .. _..`� --- �,: =._. _ -- r I o I N V= 20 5.47 (NEW 8")
�` 1/4" CHECK VALVE. TYP. -- ---- 3 "X2" REDUCER 3 MATCH EXISTING CROWN
x s= �. _,-__ ._-- ..r- Srr•"; f f-,, 90LF 3" SCH 40 PVC FM t�- ,1`. CONSTRUCT MANHOLE
S -�_� - - _ .4 Ns9 OVER EXISTING 1
1,4111111 'sm's4 "E G 0 CONIC. PIPE
N89.51'0o E _ - _ -.. - - - --=- ---- -- 8� --
l 651.20' 1 1/4' SCH 40 -PVC DISCHARGE -
'\ t `'. l % %/ ' ,' % ,• /.! / J % , r/ /' % / /' ;' / ,' + It •` ','.+ ` -�.AT- -EACH UNIT
\ l r'� I , .) // i / �/ i /' ' r' / /! �v . �' r/ !/ / / / ` ' • f `_ I 1 \` ` J J 17 O �, +} 8 I 11
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\l •; - .� , \ f- -- - ---� i "T'- --$V �yc� --- -- t EASEMENT
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N89'51'00 E
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6" SANITARY 6" SIDE SEWER ; 130' '
SEWER A
33 3
Call
CHECKED FOR COMPLIANCE RECOMMENDEDfi11'e you
TO CITY STANDARDS FOR APPROVAL
Dj
DOE _ r - 06 eK 1 =800-24 -5555
va UNDERGROUND SERVICE (USA)
DME By AVOID CUTTING UNDERGROUND
DME BY UTILITY LINES. IT'S COSTLY
- - - _ CG \ftm wvriaonmt r= oro_Mcts\NK- MI\fts\3*
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555.
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COUPLING, TYP. BEND, TYP. I !
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NOTES
1. STEPS TO BE 3/4" 0 DEFORMED BAR_ GALVANIZED SAFETY
STEPS OR EQUAL-
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE -OF REINFORCED PRECAST
CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE,
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
9 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL_
PROPOSED F/L
EL= 209.41
EXISTING PAVING
� w
10'x'6" PVC
-- CONNECT PER DETAIL
3" CHECK VALVE
MH 2_54" O 0.502 SSMH
RIM =210.0* IMAM 1 .2*
INV=205.66 (MATCH EX. PAVING)
INV= 205.31 EX. ( VERIFY)
200 V =205.47 (NEW 8")
MATCH EXISTING CROWN
CONSTRUCT MANHOLE
OVER EXISTING 10" CONC. PIPE
DATUA( ELE'V
190.00
Q
0 +00
S'AN'ITARY SEWER PROFILE
H ORI Z SCALE: 1"=30'
%/CDT crrAl c. 1"_ r,'
1 1 I 1 rn
Ur
SHALLOW MANHOLE I `
EXISTING
SSMH 2 I
RIM =209.0* HYMAN?
INV =205.66 _ ___-- 5`r`+- ;
GRINDER PUMP TO BE LOCATED U) I
� .- EX. SS
NA 1
IN EACH UNIT. PUMP 10' ,-6" PVC f ❑ { # INv =20 7o (10"CONE -N)
STANDARD PRESSURE FlTTINGS ;' DESIGN /SPECIFICATIONS WILL BE SIDE SEWER /, ! � INV= 2o:J.6o (10 "cONc_`,
Mr> WM 150 PSI PART OF PLUMBING PERMIT. CONNECT , / I EF t
PER DETAIL / .� ' SSMH 1
EXISTING, 10 STORM DRAIN 125LF 2" SCH 40 PVC FM ~--- _f - 'n ` { RIM =2 0.2f
EASEMENT PER APPROVED CLEANOUT AT END ELF --- r.- •,�� (MAiI;N EX. PAVING
PLANS OF RENTON RIDGE OF 2 FORCE MAIN ; 5� " 30 1 , { )
s J .. 3 -CHECK VALVE p INV =205.31 EX. (VERIFY)
o°',.. /'` ---"~ .. _..`� --- �,: =._. _ -- r I o I N V= 20 5.47 (NEW 8")
�` 1/4" CHECK VALVE. TYP. -- ---- 3 "X2" REDUCER 3 MATCH EXISTING CROWN
x s= �. _,-__ ._-- ..r- Srr•"; f f-,, 90LF 3" SCH 40 PVC FM t�- ,1`. CONSTRUCT MANHOLE
S -�_� - - _ .4 Ns9 OVER EXISTING 1
1,4111111 'sm's4 "E G 0 CONIC. PIPE
N89.51'0o E _ - _ -.. - - - --=- ---- -- 8� --
l 651.20' 1 1/4' SCH 40 -PVC DISCHARGE -
'\ t `'. l % %/ ' ,' % ,• /.! / J % , r/ /' % / /' ;' / ,' + It •` ','.+ ` -�.AT- -EACH UNIT
\ l r'� I , .) // i / �/ i /' ' r' / /! �v . �' r/ !/ / / / ` ' • f `_ I 1 \` ` J J 17 O �, +} 8 I 11
, . ,r _ �--- ----- ,�'? �;�° . ,,• ' \• ~• `� n�' �, i ``t 10 SEWER
\l •; - .� , \ f- -- - ---� i "T'- --$V �yc� --- -- t EASEMENT
\Nv' / / % / i i % \\ \' , \` \ 1 it r \ 1` l l / / •� % ! �_ - �'�� _r hi ! t.JL. EASEMENT
Cr
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/ r/ / N.,1 �/ / / '/ '\ ,, t ` ` 1 1 ` .\\ \ \ ..\ \\ ,``\ \� ` \ \ \ � , \ \ �` _ -_� + �O / f `. �' / /\ / ' ._ (� C rr..r_ -_ ' _l r ' i i'i i ce- �Sy.t. •♦ t O U)
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!� / / ! ` ; \ \ \ \ \ ` \ \ �•/ i = / ' / / q. ' .moo . 17.E 1 .w-.. =Y w. .. % `� 3 O
V/ i i � � � � � - .631.07 � ,n • _ i
N89'51'00 E
jo
co
6" SANITARY 6" SIDE SEWER ; 130' '
SEWER A
33 3
Call
CHECKED FOR COMPLIANCE RECOMMENDEDfi11'e you
TO CITY STANDARDS FOR APPROVAL
Dj
DOE _ r - 06 eK 1 =800-24 -5555
va UNDERGROUND SERVICE (USA)
DME By AVOID CUTTING UNDERGROUND
DME BY UTILITY LINES. IT'S COSTLY
- - - _ CG \ftm wvriaonmt r= oro_Mcts\NK- MI\fts\3*
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
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