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STONE RIDGE
A PORTION OF THESE 1/4 OF SEC. 3, T23, R. 5E, W.M.,
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SANITARY SEWER PLAN AND PROFILE KITSAP AND LYONS PL. NE
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KITSAP PL NE, Sm,3173,03
SANITARY SEWER PLAN VIEW: STA. 8 +00 - STA. 14 +51.62
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KITSAP PL. NE, SANITARY SEWER PROFILE VIEW: STA. 8 +00 - STA. 14 +51.62
SCALE: 1 " =40' HORIZONTAL 1 " =5' VERTICAL
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LYONS PL. NE, SANITARY SEWER PROFILE VIEW
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LYONS PL. NE, SANITARY SEWER PROFILE VIEW
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SANITARY SEWER PLAN VIEW
SCALE: 1 " =40'
SANITARY SEWER PLAN AND PROFILES LYONS AVE.
NE, MT. BAKER PL. NE AND MT. BAKER AVE. NE
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MT. BAKER PL. NE
SANITARY SEWER PLAN VIEW
SCALE. 1 " =40'
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SANITARY SEWER PROFILE VIEW
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SCALE: 1 " =40' HORIZONTAL 1 " =5' VERTICAL
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THIS SHEET.
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6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00
PROFILE VIEW: STA. 6 +00 - STA. 11 +27.03
SCALE: 1 " =40' HORIZONTAL 1 " =5' VERTICAL
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AS -BUILT SANITARY SEWER NOTES AND DETAILS
STONE RIDGE
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
6 SEE DRAWING BR29
NOTES:
r.
12." MAX, ZS --� - - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
- i
---T STEPS OR EQUAL.
• CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
21 ARE INSTALLED.
RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29.
• IN ACCORDANCE WITH AS TM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECA`�T
CONCRETE.
7' MIN.
MORTAR
FILLET
1%
MIN. C= = 5. ALL JOINTS SHALL BE GROUTED.
/--- STEPS -- 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6 -- 11290.0- WITH A HIGH SOLIDS URETHANE COATING;
- CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
48" 7. RUBBER GASKETED JOINTS SHAI I BE IN CONFORMANCE
WITH ASTM C -443.
i 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
- DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21" I.D. 9 CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
12" (TYP) ADAPTOR, KOR -N --SEAL F300TS OR APPROVED EQOAl.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
• . OR CAST IN SHFI F
6 MIN. "
i - I 6" MIN. TYP
( )
SANITARY MANHOLE TYPICAL DETAIL
Il
NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
0
o a
By:
0
= Y
Date
By:
Date
A
4" MIN.
1/4 I.O.
12" MAX.
l i
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ZEND
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RAISE -1 12"
1/4 0.0.
1/2 O.D.
cr_
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WIDE BORDER
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1/0 a0.
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NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
Date:
By:
0
By:
Date
By:
Date
A
4" MIN.
1/4 I.O.
12" MAX.
t
■
ZEND
■
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1/4 0.0.
1/2 O.D.
1/8 O.D.
zm
O.D.
c
3/4 0.0.
1/2 0.0.
1/0 a0.
0.0.
-
Il
NOT TO SCALE
EDITED TEXT
ADDED NOTE, EDIT TEXT
_ 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- -F1/2"
r
CAST IRON RING AND COVER
PIPE MATERIAL AE.
BY THE ENGINEER
REVISI
12" B -
FIBER JOINT
PACKING
45' (1/8) BEND
SANITARY MANHOLE TYPICAL DETAIL
Gti'tY�p� ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:: 12/96
OCV AG
OCV AG
BY APPR' DWG. NAME: 8R2.8 SP PAGE: 8071
2'-O" -1
CONCRETE
CLASS 3000
4 -3/4"
6 INCH OR 8 INCH CLEAN -OUT
PLUG TO BE SEALED
- IN SAME MANNER AS ADOPTED
MAIN SEWER JOINTS. amr or mror
lhndard plow
"" DA1t:12 /15/Bi
A Y DWG. NAME: 9W188 SP PAGE: 8076
By:
Date:
By:
Date:
By:
Date
By:
Date
CITY OF RENTON
MITMY SEUrER NOTES & SPEaFICATK�iS
1. ALL WORK MATERIALS SWILL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SWILL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620.
ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS
24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SWILL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON). R SWIM. BE THE CONTRACTOR'S RESPONSIBILTTY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRWM SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL
OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SFWl PROVIDE THE CTiY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY
SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESS11ONAL ENGINEER OR
UCENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A 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 EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR
TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE Flll OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION
OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE QRO" AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHILL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF
THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQURED BE006NG MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE. PIPE BMW SMALL BE PEA GRAVEL 6 NICHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SWILL BE POLYVINYL CHLORIDE ( PVC) RUBBER METED ASTM D 3034, SOR 35, OR
DUCTILE IRON CLASS 50.
16. IN LMIMPROVED AREAS, MANHOLE TAO 011M MIND M 6 INCHES AND MAXMUM 18 INCHES ABOVE FINISHED
GRADE. IN PANED AREA, COMER MUST SUOPE IN ALL DIRECTIONS TO MATCH PAVING.
s- 3/73/0
6" BUILDING SEWER PIPE
l TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
11315 MIX -
CONCRETE
BLOCKING
PROPERTY LINE
I
I
MIN
FUTURE
BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
} W RDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
AND 46 WIRE WRAPPED AROUND THE STUD AND
CL EXTENDED TO THE TOP OF THE STUD.
0
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IR ❑N SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
Ova
�.O COL lNG
� e�P NLRO�O
GO I'x MIN SLOPE
HORIZONTAL
\-6" SIDE OUTLET TEE
6" MIN. SEWER MAIN ZT EWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE)
ELEVATION
ADOPTED
NOTE c1rY or ImNTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY Standard plans
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. LST DATE: 12/15/91
ATE I REVISION I By APPR DWG. NAME: BR39 SP PAGE: 8078
Z
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1/2- WEB 8 PL. O W)
I 1/2" x 3" x 3/8" NON -SKID
PATTERN CAST WTEGRAL ON TOP
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° 25 -1/4" a. Z
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FRAME (NON - LOCKING) COVER (NON - LOCKING) SECTION A -A Q
.. CL a0 3
A FOR 5/8 -1 1 N.C. x 1-1/4" O
S.S. SOC. HD. CAP SCREW (3 REQ D.) W
B W
1/2" TYP TYP. NON -SKID PATTERN "j Z
C=G= 5/e" 3/8~ (� 2"
1 -2 /e" TYP. A 0 0 0 0 B ___� N ...i x
1" WT t-
N
TIM
2" RAISED LETTERS AS 2s
REQ'D. SEE NOTE No.3 BELOW SECTION B -B
UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (M.) ON 23'• B.C.
DMLLAND TAP 5/8 " -11 N.C. 1 -1/2" OORE(TYP.) (IACKnuG) (!
ON 23 • B.C.(TYP. 3 PL.)
FRAME (LOCKING) COVER °N°
MANHOLE FRAME AND COVER
NOTES: 0
1. FOR NON-LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. U- °
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. ADOPTED O
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), ♦ c>n °F°" o
SANITARY (SPECIFY "SEWER "). OR WATER (SPECIFY "WATER "). Standard plans j 1_�l
LOT DATE: 12/15/91 7 Z >U O_
DWG. NAME: BR29 SP PAGE: B074 O Z W 4'
ATE REVISION Y APPR � N E
Lai d Q
x --
W (SEE NOTE 4) LIMITS OF PIPE ZONE NOS' W Z uj °
BACKFILL MATERIAL 1. MWOE UNIFORM SUPPORT UNDER BARREL. N Z
(SEE NOTE 5) �� n p
Q N N 3
6^ 2. HAND TAMP UNDER HAUNCHES. O N 00 Z cr 0
CONCRETE CLASS C 3. COMPACT BED01K MATERIAL TO 95X MAX. DENSITY EXCEPT OMIECRY OVER PIPE. Z � co r*__ W W N
(SEE NOTE 8) I I w a
ABC 4. SEE •• EXCAVATION AND PREPARATION OF TRENCH" M TAE SAN(TAR'r SEWERS SIMMOIN Q v v Z_ IT
FOUNDATION LEVEL _�! L OF THE STANDARD SPECIFICTATIONS FOR TRENCH �noTH "rr' AND TRENCHING oPmoNS 3 LO � 0 Z 00
.. , A THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTy. EXCEPT FOR CLASS A N N Z -
• '• BEDDING. THE MINIMUM CONCRETE WIDTH SWLL BE 1 -1/2 I.D. + 1e".
L0 Ul
5. TRENCH BACKFIII SWILL CONFORM TO ••BACKMLW SEWER TRENCHES" IN THE N Z N N �
• (CLASS A •DESIGN) T SANITARY SEWERS SECTION OF THE STANDARD SPECInCATIONS. EXCEPT THAT ROCKS OO w .� D
OR LUMPS LARGER THAN 1 PER FOOT OF PIPE OMMETER SHALL NOT BE USED IN THE - N 0
BACKML MATERIAL.
Lr) /
rn
6. SEE BEDOMC MATERIAL FOR RICIO PIPE" N 1FIE AGGREGATES SECTI011 OF T!E cc
W (SEE NOTE 4) LIMITS OF PIPE ZONE 9KC11PICAT10NS FOR THE MATERIAL SPEOF1CAT1011411S. O ,
FI 7. SEE "K0091G M TERML FOR FLEMEPIPE" M THE AGMGATES SECTION OF
BACKFILL MATERIAL -� STANDARD SPEC CATION FOR THE MATERIAL VECIFICIITIOUfS. �,
" o
(SEE NOTE 5) 6 S. PPE MUST BE ANCHORED IN SUCH A MAI�IER AS Tp ENSURE FLOW LINE IS �� °o
MOUNTAINED.
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
(CLASS So C. 06 OESM)
BEDDING FOR RIGID PlIPE
W (9ff WTE 4) LIMITS OF PIPE ZONE
2 �
o Goo
W �
• A . 4" MIN. 2r I.O. NO UWER
BEDDING MATERIAL •" MM. °r°I IA' 1
FOR FLEXIBLE PIPE
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWERS ca
h
FOUNDATION LEVEL 4
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CCLAU F KSWO shood„e p,,,,,
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BEDDING FOR FLEXIBLE PIPE t -n -sl � am a K� W
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DWG. NAME: 9WISC SP PAGE: 9077 V
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ROLL 200 FR372
I
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BEDDING CLASS DESIGN
OWED"
aASS A
GUESS B
cuts C
CLASS 0
CLASS F
A
4" MIN.
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BEDDING MATERIAL •" MM. °r°I IA' 1
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FOUNDATION LEVEL 4
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BEDDING FOR FLEXIBLE PIPE t -n -sl � am a K� W
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AS -BUILT SANITARY SEWER PLAN AND
ILE NE 1
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Al= 1"7 r J nTMCCT IM1 A L L I ll=lAl. nT A n 1 nn nT A e i nn
NOTES SEE SPIFFY C19 FOR su�E , _.o
PROF-L.E OF LYONS PL NE.
LOW POINT ELEV = 40&A& 40Z 19
LOW POINT STA = - 4+83. 4+56-91
PVI STA = 5 +50
`o
MD1 PVI ELEV = 4eO.9l - 404.5
°D A.D. - 16.43
K 1 8.26
W
BA �, STA. 5 +40.18
INTERSECTION
Q �c ss \' �.�► EXISTING LYONS AVE. NE
GROUND
.� 1''11 .` .,.��. ..
i SSMH 15 \
\: PROPOSED < ,,
STA. 7 +65.95, ` ,
FlNISHED ; .:, ;
8.0 LT :� r.. .. ..
IGRADE
RIM = 426-43 426.17
IE =449.4<3 (IN)41&JW8 \�, (TYP.)
IE =4493 0 18.21(8 -
1E =418.48 8
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STA. 6 +04.27, 8.0 L
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RIM = 4995411.23
Y Y
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AS -BUILT SANITARY SEWER PLAN AND
ILE NE 1
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Al= 1"7 r J nTMCCT IM1 A L L I ll=lAl. nT A n 1 nn nT A e i nn
NOTES SEE SPIFFY C19 FOR su�E , _.o
PROF-L.E OF LYONS PL NE.
LOW POINT ELEV = 40&A& 40Z 19
LOW POINT STA = - 4+83. 4+56-91
PVI STA = 5 +50
`o
MD1 PVI ELEV = 4eO.9l - 404.5
°D A.D. - 16.43
K 1 8.26
W
BA �, STA. 5 +40.18
INTERSECTION
Q �c ss \' �.�► EXISTING LYONS AVE. NE
GROUND
.� 1''11 .` .,.��. ..
i SSMH 15 \
\: PROPOSED < ,,
STA. 7 +65.95, ` ,
FlNISHED ; .:, ;
8.0 LT :� r.. .. ..
IGRADE
RIM = 426-43 426.17
IE =449.4<3 (IN)41&JW8 \�, (TYP.)
IE =4493 0 18.21(8 -
1E =418.48 8
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NOTE- SEE SHEET C20 FOR CONTINUATION OF NAT. V
BAKER PL NE IuIT BAKER AVE NE, AND LYONS AVE. Imo. N
� z _
co>o
w Q _
50.00' VC
PVI STA = 1 +00
PVI STA = 2 +75 rVl ELEV = 415.31
=
PVI ELEV = 413.56 A.D. 1.00 "_ K = 50.00 ^ ao
A.[?. 3.60 0 O + ui
K = 41.67 z $ M + _� °
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RIM =49� 408.85 .
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148TH AVENUE S. IN (STONE RIDGE)
AS -BUILT SANITARY SEWER IMPROVEMENT PLAN AND PROFILE
A PORTION OF THE SE 1/4 OF SEC110N 3, TWP. 23, RGE 5 E., W.M.
KING COUNTY, WASHINGTON
.`A i ;�`': ii is .i:�r' `.(•.
r'' r.` �ll
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CENTERLINE, AND GRADE AT
CENTERLINE. AND GRADE ° STA. 14 +53.24 SAWCUT AND REMOVE EXISTING ASPHALT AS REQUIRED 2-OX MIN. TO PROPOSED
AT 2.OX MIN. TO 148TH AVE. SE FOR WATER MAIN INSTALLATION. SEE WATER PLANS. FLOWLINE.
PROPOSED FLOWLINE. + REPAIR AND REPLACE TO MATCH EXISTING. '• NEW ASPHALT
c PAVEMENT PER
NEW 5' CONCRETE SIDEWALK d NEW CONCRETE CURB CITY DETAIL SHEET.
14 OF RENTON DETAIL
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NEW ASPHALT PAVEMENT I DEDICATION PER DET AI L SHEET. _ 71
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148TH AVENUE S. IN (STONE RIDGE)
AS -BUILT SANITARY SEWER IMPROVEMENT PLAN AND PROFILE
A PORTION OF THE SE 1/4 OF SEC110N 3, TWP. 23, RGE 5 E., W.M.
KING COUNTY, WASHINGTON
.`A i ;�`': ii is .i:�r' `.(•.
r'' r.` �ll
MATCH EXISTING GRADE AT
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CENTERLINE. AND GRADE ° STA. 14 +53.24 SAWCUT AND REMOVE EXISTING ASPHALT AS REQUIRED 2-OX MIN. TO PROPOSED
AT 2.OX MIN. TO 148TH AVE. SE FOR WATER MAIN INSTALLATION. SEE WATER PLANS. FLOWLINE.
PROPOSED FLOWLINE. + REPAIR AND REPLACE TO MATCH EXISTING. '• NEW ASPHALT
c PAVEMENT PER
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NEW 5' CONCRETE SIDEWALK-----%
148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
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148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
A
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EXISTING ASPHALT AS REQUIRED FOR
INSTALLATION. RESTORE TO KING CO.
TRENCH RESTORATION STDS.
REPLACE EX. MANHOLE AT EX. LOCATION
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RIM-412.26!k 41154
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148TH AVENUE S. E. (STONE RIDGE)
AS -BUILT ROAD AND STORM IMPROVEMENT PLAN AND PROFILE
A
PORTION
OF THE SE 1/4 OF SECTION
3, TWP-
23, RGE 5 E., W.M.
KING COUNTY, WASHINGTON
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SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
O
UTILITIES, ETC.).
ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS
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REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
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3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
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7. GRADE AND STABILIZE CONSTRUCTION ROADS.
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10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
PROPERTIES IS MINIMIZED.
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148TH AVENUE S.E. (STONE RIDGE)
ROAD IMPROVEMENT NOTES AND DETAILS
A POR'T'ION OF THE SE 1/4 OF SECTION 3,11NP. 23, RCE 5 E., W.M.
KING COUNTY, WASHINGTON
KING COUNTY
STANDARD PLAN NOTES
DRAINAGE NOTES GENERAL PLAN NOTES
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC),
PRE - CONSTRUCTION MEETING (KCC 9.04.100.D). KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF
2. ALL PIPE AND APPURTENANCES SHALL BE LAUD ON A PROPERLY PREPARED FOUNDATION PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE
IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION,
COMPACTING THE TRENCH BOTTOM, THE 70P OF THE FOUNDATION MATERIAL, AND ANY OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY.
BY A UNIFORMLY DENSE UNYIELDING BASE. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT i 1 OR BETTER INSIDE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES)
AND OUTSIDE (KCRS 7.03). ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR
MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO
WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING UDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION
FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05).
5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -014, 2 -015,
2 -018, 2 -020, 2 -021, 2 -022, OR 2 -023 AND SHALL INCLUDE THE STAMPING
"OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05)
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF
SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END
SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2 -001).
7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF
SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4'- 80/4076 -70% PASSING; 2" -4" ROCK /30% -40% PASSING;
AND -2" ROCK /10% -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH
KCRS 7.02(B), DRAWING NUMBER 2 -024.
8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -NIGH, 2" X 4-
STAKE MARKED 'STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE
SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
KCRS 7.04. IF NON - METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER
ACCEPTABLE DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB -OUT CONVEYANCE UNES WITH RESPECT TO THE
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY
THE LOT HOMEOWNER.
Kel
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EX. 18" CMP
TO BE REMOVED
EXISTING GRADE
64 LF 240 COA C. O a55%
PROPOSED GRADE
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE
APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE
(SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO
7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INTMTING OFF -SITE WORK WITHIN THE
B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES
LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL. BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR
APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION.
ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH
SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. SECTION 1 -07.23 'TRAFFIC CONTROL" OF THE WSDOT STANDARD
SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
INLET / OUTFACE, SECTION 8 -B
1 " =20'H 1 " =56V
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EX. 18" CMP
TO BE REMOVED
PROPOSED 8" SANITARY SEWER
CROWN = -14e-r 404.95 ,
:sow IJ9 WTH SMPD CAGE
STA 15+16.91, 9.18 L T. sm 15+01.77, 1647' L F
RWw413.54 RMI =412.27
1E' =40838 (12' S) AE =408 52 (24 NW)
AFm407.10 (24" SE) X00
K =406.62 (24' NO
0
D
EROSION AND SEDIMENT
CONTROL NOTES
CONSTRUCTION SEQUENCE
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN
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SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
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UTILITIES, ETC.).
ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS
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2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
E
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
W
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
LO LO
C 76 -85 CLASS IV REINFORCED CONCRETE PIPE.
TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
7. GRADE AND STABILIZE CONSTRUCTION ROADS.
THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SWAI.I. BE
SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR
gigs
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9• MAINTAIN EROSION CONTROL MEASURES IN ACORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S
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10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
PROPERTIES IS MINIMIZED.
THAT AS SITE RECOMMENDATIONS
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to
148TH AVENUE S.E. (STONE RIDGE)
ROAD IMPROVEMENT NOTES AND DETAILS
A POR'T'ION OF THE SE 1/4 OF SECTION 3,11NP. 23, RCE 5 E., W.M.
KING COUNTY, WASHINGTON
KING COUNTY
STANDARD PLAN NOTES
DRAINAGE NOTES GENERAL PLAN NOTES
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC),
PRE - CONSTRUCTION MEETING (KCC 9.04.100.D). KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF
2. ALL PIPE AND APPURTENANCES SHALL BE LAUD ON A PROPERLY PREPARED FOUNDATION PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE
IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION,
COMPACTING THE TRENCH BOTTOM, THE 70P OF THE FOUNDATION MATERIAL, AND ANY OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY.
BY A UNIFORMLY DENSE UNYIELDING BASE. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT i 1 OR BETTER INSIDE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES)
AND OUTSIDE (KCRS 7.03). ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR
MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO
WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING UDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION
FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05).
5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -014, 2 -015,
2 -018, 2 -020, 2 -021, 2 -022, OR 2 -023 AND SHALL INCLUDE THE STAMPING
"OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05)
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF
SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END
SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2 -001).
7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF
SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4'- 80/4076 -70% PASSING; 2" -4" ROCK /30% -40% PASSING;
AND -2" ROCK /10% -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH
KCRS 7.02(B), DRAWING NUMBER 2 -024.
8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -NIGH, 2" X 4-
STAKE MARKED 'STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE
SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
KCRS 7.04. IF NON - METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER
ACCEPTABLE DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB -OUT CONVEYANCE UNES WITH RESPECT TO THE
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY
THE LOT HOMEOWNER.
Kel
O
ii
EX. 18" CMP
TO BE REMOVED
EXISTING GRADE
64 LF 240 COA C. O a55%
PROPOSED GRADE
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE
APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE
(SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO
7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INTMTING OFF -SITE WORK WITHIN THE
B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES
LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL. BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR
APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION.
ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH
SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. SECTION 1 -07.23 'TRAFFIC CONTROL" OF THE WSDOT STANDARD
SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
INLET / OUTFACE, SECTION 8 -B
1 " =20'H 1 " =56V
�(n
EX. 18" CMP
TO BE REMOVED
PROPOSED 8" SANITARY SEWER
CROWN = -14e-r 404.95 ,
:sow IJ9 WTH SMPD CAGE
STA 15+16.91, 9.18 L T. sm 15+01.77, 1647' L F
RWw413.54 RMI =412.27
1E' =40838 (12' S) AE =408 52 (24 NW)
AFm407.10 (24" SE) X00
K =406.62 (24' NO
0
D
EROSION AND SEDIMENT
CONTROL NOTES
CONSTRUCTION SEQUENCE
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN
1. SCHEDULE PRE CONSTRUCTION CONFERENCE WITH DDES SITE INSPECTOR BY CALLING (206) 296 -6642.
DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.,
9
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
O
UTILITIES, ETC.).
ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS
2
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
E
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
W
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
LO LO
C 76 -85 CLASS IV REINFORCED CONCRETE PIPE.
TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
7. GRADE AND STABILIZE CONSTRUCTION ROADS.
THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SWAI.I. BE
SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR
gigs
8. CONSTRUCT SURFACE WATER CONTROLS (INTECEPTOR DIKES, PIPE SLOPE DRAINS, ECT.) SIMULTANEOUSLY
v
W
WITH CLEARING
v v
9• MAINTAIN EROSION CONTROL MEASURES IN ACORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S
Q
AND GRADING FOR PROJECT DEVELOPEMENT.
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT
10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
PROPERTIES IS MINIMIZED.
THAT AS SITE RECOMMENDATIONS
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR
11.
TWO DAYS EROSION AND SEDIMENT CONTROL STANDARDS. CONDITIONS CHANGE THE EROSION AND
s
SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP
Q�
148TH AVENUE S.E. (STONE RIDGE)
ROAD IMPROVEMENT NOTES AND DETAILS
A POR'T'ION OF THE SE 1/4 OF SECTION 3,11NP. 23, RCE 5 E., W.M.
KING COUNTY, WASHINGTON
KING COUNTY
STANDARD PLAN NOTES
DRAINAGE NOTES GENERAL PLAN NOTES
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC),
PRE - CONSTRUCTION MEETING (KCC 9.04.100.D). KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY COUNCIL'S CONDITIONS OF
2. ALL PIPE AND APPURTENANCES SHALL BE LAUD ON A PROPERLY PREPARED FOUNDATION PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE
IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION,
COMPACTING THE TRENCH BOTTOM, THE 70P OF THE FOUNDATION MATERIAL, AND ANY OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY.
BY A UNIFORMLY DENSE UNYIELDING BASE. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT i 1 OR BETTER INSIDE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES)
AND OUTSIDE (KCRS 7.03). ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR
MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO
WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING UDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION
FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05).
5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2 -014, 2 -015,
2 -018, 2 -020, 2 -021, 2 -022, OR 2 -023 AND SHALL INCLUDE THE STAMPING
"OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05)
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF
SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END
SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO. 2 -001).
7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF
SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4'- 80/4076 -70% PASSING; 2" -4" ROCK /30% -40% PASSING;
AND -2" ROCK /10% -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH
KCRS 7.02(B), DRAWING NUMBER 2 -024.
8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE
LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -NIGH, 2" X 4-
STAKE MARKED 'STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE
SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN
KCRS 7.04. IF NON - METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER
ACCEPTABLE DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO
CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB -OUT CONVEYANCE UNES WITH RESPECT TO THE
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY
THE LOT HOMEOWNER.
Kel
O
ii
EX. 18" CMP
TO BE REMOVED
EXISTING GRADE
64 LF 240 COA C. O a55%
PROPOSED GRADE
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. A PRECONSTRUCTION
MEETING MUST BE HELD BETWEEN THE DDES LAND USE INSPECTION SECTION, THE
APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE
(SECTION 12.88); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO
7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
CONSTRUCTION EASEMENTS NECESSARY BEFORE INTMTING OFF -SITE WORK WITHIN THE
B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DDES
LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL. BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR
APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION.
ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH
SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. SECTION 1 -07.23 'TRAFFIC CONTROL" OF THE WSDOT STANDARD
SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
INLET / OUTFACE, SECTION 8 -B
1 " =20'H 1 " =56V
�(n
EX. 18" CMP
TO BE REMOVED
PROPOSED 8" SANITARY SEWER
CROWN = -14e-r 404.95 ,
:sow IJ9 WTH SMPD CAGE
STA 15+16.91, 9.18 L T. sm 15+01.77, 1647' L F
RWw413.54 RMI =412.27
1E' =40838 (12' S) AE =408 52 (24 NW)
AFm407.10 (24" SE) X00
K =406.62 (24' NO
0
D
EROSION AND SEDIMENT
CONTROL NOTES
CONSTRUCTION SEQUENCE
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN
1. SCHEDULE PRE CONSTRUCTION CONFERENCE WITH DDES SITE INSPECTOR BY CALLING (206) 296 -6642.
DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.,
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
2, USE TESC FROM EARLY START PERMIT L03SRO15 (SEPARATE PLANS) AND MODIFY AS NEEDED.
UTILITIES, ETC.).
ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS
3. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
DESIGNATED AND CONFORM TO BOTH THIS NOTE AND KCRS 7.03 (UNLESS OTHERWISE NOTED):
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ECT.).
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR
C 76 -85 CLASS IV REINFORCED CONCRETE PIPE.
TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
7. GRADE AND STABILIZE CONSTRUCTION ROADS.
THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SWAI.I. BE
SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR
MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF
8. CONSTRUCT SURFACE WATER CONTROLS (INTECEPTOR DIKES, PIPE SLOPE DRAINS, ECT.) SIMULTANEOUSLY
CONSTRUCTION.
W
WITH CLEARING
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
9• MAINTAIN EROSION CONTROL MEASURES IN ACORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S
Q
AND GRADING FOR PROJECT DEVELOPEMENT.
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE
SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT
10. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
PROPERTIES IS MINIMIZED.
THAT AS SITE RECOMMENDATIONS
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR
11.
TWO DAYS EROSION AND SEDIMENT CONTROL STANDARDS. CONDITIONS CHANGE THE EROSION AND
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP
12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. DURING THE WET SEASON WITH STRAW,
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).
WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUVALENT.
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR
13. SEED OR SOD ANY AREAS THO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS
14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF
SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON
APPROPRIATE.
(OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1
TO SEPTEMBER 30).
7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT
BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE
DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS
(E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
8.
ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE
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ADDRESSED WITHIN FIFTEEN (15) DAYS.
NOTE*
ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS
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DESIGNATED AND CONFORM TO BOTH THIS NOTE AND KCRS 7.03 (UNLESS OTHERWISE NOTED):
9.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
A.
CONCRETE STORM SEWER PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM
MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT.
C 76 -85 CLASS IV REINFORCED CONCRETE PIPE.
10.
AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO
B.
SMOOTH WALL SPIRAL RIB METAL PIPE (ALUMINUM, ALUMINIZED STEEL, OR
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ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES
N
ASPHALT- TREATED STEEL). 16 GAUGE WITH 3/4" X 5/8" ON 12" CENTER.
SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
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SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
C.
ADS TYPE N -12 (OR EQUIVALENT) HIGH - DENSITY POLYETHYLENE CORRUGATED
(D
0
PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF
11.
STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE
AASHTO M -294.
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BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
D.
DUCTILE IRON PIPE CLASS 50 OR 52.
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ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL
PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
E.
MINIMUM PIPE COVER SHALL BE 2.0 FEET. (1.0' IF DUCTILE IRON PIPE IS USED)
12.
ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING
F.
PIPE MAY BE ANY OF THE ABOVE PROVIDED:
BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND
SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO
1. PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND
FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST
BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE
2. WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT
FINAL GRADE OF THE PERMANENT FACILITY
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MATERIAL. MUST BE USED.
13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE
APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES.
14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED
TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTRUBED AREAS
SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE dp
AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES 73 8
INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT
SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES.
RIGHT OF WAY CENTERLINE --I
42 HALF RIGHT OF WAY 30' HALF RIGHT OF WAY t�
1' MIN:
5'
0 5'--i
VARIES (21' -22'
4" THICK CONC. SIDEWALK -
CONC. VERTICAL CURB & GUTTER
3.5" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE
1.5" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE
2.5" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE
GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
� EXIST. ASPHALT PAVEMENT
AS-BUILT CONSTRUCTION CENTERLINE
NEW CURB & GUTTER IMPROVEMENTS
ARE MEASURED FROM THE AS -BUILT
CONSTRUCTION CENTERLINE. (CROWN
OF ROAD W /CENTERLINE SKIP STRIPE)
SAWCUT EXIST. PAVEMENT
HALF STREET ROAD IMPROVEMENT, SECTION A -A
NOT TO SCALE
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