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a — - _ _ _ _ _ y CONSTRUCTION NOTES.
CL y. �, O ASPHALT PAVEMENT PER DETAIL 1/3.1
J O ASPHALT WEDGE CURB PER DETAIL 2/3.2
CONNECT 2" SS PRESSURE LINE TO 6" GRAVITY AT CAP END OF CLEANOUT CAP TO BE
/ 6yosi•. w. m, 3 THREADED FOR 2' EXTENSION
S,
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90,57' .'u.
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I - Go iV - I -iT � RIVATE
WET TAP EXISTING 16 CI I, UBLIC R/W
CONNECTION
WATERMAN FSEE SHEET NOTE 1 �.:� / - - -� "H ED
S >p �f s
SEE C.O.R. STD. PLAN B -115 :'� 5 ;Rc -� h i�' r 3443 '.: ".� 5895459. Eti8b 5'+9 W
1- 16'x6" TAPPING TEE (MJxFL)
W/ THRUST BLOCKING 65 03
LOT fx
SHEET NOTES.
1. COORDINATE REMOVAL OF EXISTING FIRE HYDRANT AND NEW TAP FOR REPLACEMENT FIRE
HYDRANT WITH CITY PUBLIC WORKS DEPARTMENT.
. EXISTING FIRE HYDRANT TO BE REMOVED BY CITY FORCES AT DEVELOPER /CONTRACTOR
COST. WORK INCLUDES REMOVAL OF MAIN LINE, TEE AND VALVE REPLACEMENT WITH 4' DI
SPOOL AND SLEEVES
FINISH GRADE AT
PAVEMENT EDGE
ASPHALT CLASS B
CRUSHED AGGREGATE
BASE COURSE
SUBGRADE
1 -6' GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY,' ASPHALT PAVEMENT ��
PER C.O.R. STD. PLAN 8,630 S.F. i \ No t�1 ! •1 1
B -102 (REPLACE EXISTING I � __ / I I„ ft 91 30 LF DISPERSION \ w' '. N.T.S. i
°'SAT SAME LOCATION) SEE / TRENCH PER DET 4/3.1 �',
CONNECT NEW 6" SS TO / �. ! _ \° m
v ;,C.O.R. TD, PLAN B 106 �� /� r ! t I i LOT S.F. i� I O
EXISTING D. W PER RESIDENTIAL SANITARY SEWER ` 4 7 C
C.O.R. STD. DWG. 8078— ` � / (13, 3 4 WATER SERVICE PER - CB TYPE 1
n - i RIM 137.00 .�_ ��`
Q ! IE 134.00 4 ! GRINDERS PUMP STATION £' ° ,5 RIM 27 00; .111
CB TYPE 1 �, 2 ;t > ( i c r,'. $?�L' t0u.i c -)8. IE 12550
6.604 _Ot ` t(
� ' - -
CALL BEFORE YOU LM
1- 800 - 424 -5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
................-
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150 ........... .... ... 20' ............. .
2 .
. ........... ............................... j
j
DATUM ELEV 1
140.00
— a
a a
0 +00 TYPICAL DRIVEWAY SECTION �
SCALE: HOR. 1 " =5'
II6—
100 LF 8" SD 0 0.062ft ft N ® I )I
-
-�
- _.:..... IE 125. , t
N
N 888 52:11
29'25'
33 SD C.077 ` w
1 7 T H 1 P L A C E ( V A C A T E D) `
1I
GRAPHIC SCALE
zo o ,o w a ro
c >N FEET )
1 inch = 20 ft.
t' -0' 6' 1' -0" FLOW TO SECOND DISPERSAL
MIN MIN END CAP OR PLUG TRENCH IF NECESSARY
NOTCHED GRADE VOARD CLEAN OUT WYE FROM PIPE
2 "x2" NOTCHES 18" O.C. 6' PERFORATED PIPE LAID FLAT /LEVEL TYPE 1 CB W/ SOLID
TYPE 1 CB W/ SOLID COVER (LOCKING) COVER
CLEAN OUT WYE FROM
PIPE
FLOW TO OTHER BRANCHING
PLAN CB'S AS NECESSARY
GALVANIZED
BOLTS 18" D.C.
2'x12' PRESSURED 1' n- 6" t' -D m °x
TREATED GRADE BOARD IN MIN ,;,, __I r_
2'
v BOARD NOTCfi�.S 2"
tiw� r I
2' -0" 1' -0"
WEDGE FINISH
MONOLITHIC GRADE
W /SURFACING BEHIND
3' ASPHALT CLASS "B' OVER
6" CRUSHED .ROCK BASE
PREPARED
ASPHALT WEDGE ACURB
SCALE: N.T.S.
8 7 6. 5. - 4 3 2. 1
SUNPDIA 'A- -B-
4- 1Y5
2 0 4
30' 3 7
U 36 6 10 D
42- 9 13
SST EXTENSION HANDLE REQUIRED FOR
UPPER RAIL BRACE DISCHARGES DEPTHS 2' -O' OR GREATER..
FROM TOP OF BASIN
BERGLASS. COYER THERMOPLASTIC.
24" MIN:. DIX. JJNCNON BOX SST. EXTENSION BRACE REQUIRED
FOR USE 18TH EXTENSION HANDLE
� y
' 32 LF 12" ADS
SO 0 0.006ft/ft
+. 1 - 95.97'
! C OSSO 1
S 0
U T H
EXIST CB
/
- -
RIM 155.94
IE 153.40 (IN)
153.30
E (OUT)
GENERALIZED UTILITIES PLAN
N
ff)
SCALE: 1"=20'
CALL BEFORE YOU LM
1- 800 - 424 -5555
FOR FIELD LOCATION OF UNDERGROUND UTILITIES
................-
I
26
150 ........... .... ... 20' ............. .
2 .
. ........... ............................... j
j
DATUM ELEV 1
140.00
— a
a a
0 +00 TYPICAL DRIVEWAY SECTION �
SCALE: HOR. 1 " =5'
II6—
100 LF 8" SD 0 0.062ft ft N ® I )I
-
-�
- _.:..... IE 125. , t
N
N 888 52:11
29'25'
33 SD C.077 ` w
1 7 T H 1 P L A C E ( V A C A T E D) `
1I
GRAPHIC SCALE
zo o ,o w a ro
c >N FEET )
1 inch = 20 ft.
t' -0' 6' 1' -0" FLOW TO SECOND DISPERSAL
MIN MIN END CAP OR PLUG TRENCH IF NECESSARY
NOTCHED GRADE VOARD CLEAN OUT WYE FROM PIPE
2 "x2" NOTCHES 18" O.C. 6' PERFORATED PIPE LAID FLAT /LEVEL TYPE 1 CB W/ SOLID
TYPE 1 CB W/ SOLID COVER (LOCKING) COVER
CLEAN OUT WYE FROM
PIPE
FLOW TO OTHER BRANCHING
PLAN CB'S AS NECESSARY
GALVANIZED
BOLTS 18" D.C.
2'x12' PRESSURED 1' n- 6" t' -D m °x
TREATED GRADE BOARD IN MIN ,;,, __I r_
2'
v BOARD NOTCfi�.S 2"
tiw� r I
2' -0" 1' -0"
WEDGE FINISH
MONOLITHIC GRADE
W /SURFACING BEHIND
3' ASPHALT CLASS "B' OVER
6" CRUSHED .ROCK BASE
PREPARED
ASPHALT WEDGE ACURB
SCALE: N.T.S.
8 7 6. 5. - 4 3 2. 1
SUNPDIA 'A- -B-
4- 1Y5
2 0 4
30' 3 7
U 36 6 10 D
42- 9 13
SST EXTENSION HANDLE REQUIRED FOR
UPPER RAIL BRACE DISCHARGES DEPTHS 2' -O' OR GREATER..
FROM TOP OF BASIN
BERGLASS. COYER THERMOPLASTIC.
24" MIN:. DIX. JJNCNON BOX SST. EXTENSION BRACE REQUIRED
FOR USE 18TH EXTENSION HANDLE
\ 6 PERFORATED PIPE 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT
LAID FLAT POINT DISCHARGE AND /OR EROSION:
4-x4'suPPDR CLEAN (c5% FINES) 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO
1 1/2' -3/4' ONE ANOTHER. (100 FEET ALONG FLOWUNE)
WASHED ROCK 3. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO f
�> FOLLOW CONTOURS OF SITE.
FILTER FABRIC 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS r z P tt 1P
TO ENSURE GRADE BOARD REMAINS LEVEL
SECTION A —A °
i 5% MAX FLOW CONTROL/WATER CHECKED FOR COMPLIANCE ;p
QUALITY TREATMRENT IN RURAL AREAS TO CITY STANDARDS
Date T. G
DISPERSION TRENCH Date /
SCALE: N.T.S.
4 G Date1alTAL,>�O'
Ewm 6/70/02.
Ta for EIKO SHORT PLAT /
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1 "=20�
FINAL PERMIT VINT s 2 os °°ANT Engineering ENGINEERING REVIEW
CITY COMMENTS WNT 7 17 O6 °Pw
CITY COMMENTS WNT 7 3 08'. acaop F Al DATUM CunSUitantS
LMT , 205 Front SL S. tel. 425 - 391 71415 GENERALIZED 3, I
NO. REVISION BY DATE APPR s"E 0 YN0Q P.O. Box 1787 fox 425 -391 -1551 UTILITIES PLAN. °�; �'
Issaquah, WA 98027 �www.tecciv8.can 6 8-
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\ 6 PERFORATED PIPE 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT
LAID FLAT POINT DISCHARGE AND /OR EROSION:
4-x4'suPPDR CLEAN (c5% FINES) 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO
1 1/2' -3/4' ONE ANOTHER. (100 FEET ALONG FLOWUNE)
WASHED ROCK 3. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO f
�> FOLLOW CONTOURS OF SITE.
FILTER FABRIC 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS r z P tt 1P
TO ENSURE GRADE BOARD REMAINS LEVEL
SECTION A —A °
i 5% MAX FLOW CONTROL/WATER CHECKED FOR COMPLIANCE ;p
QUALITY TREATMRENT IN RURAL AREAS TO CITY STANDARDS
Date T. G
DISPERSION TRENCH Date /
SCALE: N.T.S.
4 G Date1alTAL,>�O'
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Ta for EIKO SHORT PLAT /
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FINAL PERMIT VINT s 2 os °°ANT Engineering ENGINEERING REVIEW
CITY COMMENTS WNT 7 17 O6 °Pw
CITY COMMENTS WNT 7 3 08'. acaop F Al DATUM CunSUitantS
LMT , 205 Front SL S. tel. 425 - 391 71415 GENERALIZED 3, I
NO. REVISION BY DATE APPR s"E 0 YN0Q P.O. Box 1787 fox 425 -391 -1551 UTILITIES PLAN. °�; �'
Issaquah, WA 98027 �www.tecciv8.can 6 8-
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SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON
PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBDC
WORKS DEPARTMENT.
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE
PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTIUTY SECTION.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
B. GRASS SEED MAY BE APPUED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES,
SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9. 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 SPECIFICATION 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 WLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO
MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES
OVER AND UNDER PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER
INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP
OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY
OF RENTON PLANNING/BUILDING /PUBDC WORKS ADMINISTRATOR.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF
ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE
CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE
SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING
LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT
ACCEPT ANY OBUGAT10N FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, 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
NTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WTHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS
DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA).
19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD NTH THE CITY OF
RENTON, PUBLIC WORKS DESIGN ENGINEER.
20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN
THE FIELD AND OBSERVED DURING CONSTRUCTION.
21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS
COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWNG ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL
ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WLL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON
THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO
ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
23. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE
FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.
25. IN ANY AREA MICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR
MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WTH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL
TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH
SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED
NTH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
26. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED NTH A
MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED
AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE.
SANITARY SEWER NOTES AND SPECIFICATIONS:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. 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.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO 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.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS,
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR,
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS NTH 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 FILL OVER PIPE SHALL
BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT NTH SAW IN A CONTINUOUS UNE. 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 NTH 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.
WATER UTILITY NOTES AND SPECIFICATIONS:
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY.
2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS
800- 424 -5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE
WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE NTH EITHER ANSI /AWWA
C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. .THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA
C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH AMECHANICAL JOINT(S) MAY BE
WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING NTH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA
C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA
C1IO/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING
PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY. NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING .WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C- 502 -85 WTH .A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH,
TWO 2 -1/2 INCH HOSE NOZZLES WTH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE
WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE. DIAMETER OF MALE THREAD 4.875 AND
ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKWISE (LEFT).
10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME
DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED NTH SUITABLE NEOPRENE GASKETS FOR POSITIVE
WATER TIGHTNESS UNDER TEST PRESSURES.
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL
HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO
HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WTH 1/8 INCH, COATED, STAINLESS
STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED NTH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR
APPROVED EQUAL
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN
12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE:. WHERE UTILITY CONFLICTS OCCUR,
WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED NTH PIPE CLEANING. "PIGS" PRIOR TO DISINFECTION.
THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM NTH 90A
DUROMETER URETHANE RUBBER. COATING ON THE REAR OF "PIG" ONLY.
17. "PIGS" SHALL BE CYLINDER SHAPED NTH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING
OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE,
IN ACCORDANCE NTH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER
LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &
SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED /INJECTED IN ACCORDANCE NTH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE
IS REQUIRED FOR SCHEDULING.
21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE
BY APPROVED WET TAP CONTRACTORS NTH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE
CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE -IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY
BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT
TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION NTH A PERMANENT, SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
FINAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
REVISION
�. wnxu xw i
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°XE ^° SaV£ I DATUM
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ASPHALT PAVEMENT SPECIFICATIONS:
SUBMIT, FOR APPROVAL BY OWNER, PROPOSED MIX DESIGN OF EACH TYPE OF MIX AND THE RESULTS OF THE REQUIRED LABORATORY
REVIEW PRIOR TO COMMENCEMENT OF WORK. SUBMIT FOR APPROVAL PAVEMENT MARKING PAINT CATALOG CUTS, PRODUCT
SPECIFICATION AND WARRANTY INFORMATION.
MATERIALS:
ASPHALT CEMENT: IN ACCORDANCE WITH WSDOT /APWA STD, PARAGRAPH 9- 02.1(4) PAVING ASPHALT, VISCOSITY GRADE AR -40DOW
AGGREGATE OF MIX CLASS B WEARING COURSE: IN ACCORDANCE WITH WSDOT /APWA STD, PARAGRAPH 9 -03.8 AGGREGATES FOR
ASPHALT CONCRETE, CLASS B.
AGGREGATE OF MIX CLASS G OVERLAY AND SHIM (WEARING COURSE): IN ACCORDANCE WITH WSOOT /APWA STD, PARAGRAPH 9 -03.8
AGGREGATES FOR ASPHALT CONCRETE, CLASS G.
TACK COAT: CATIONIC EMULSIFIED ASPHALT IN ACCORDANCE WITH WSDOT STD, PARAGRAPH 9- 02.1(6) CATIONIC EMULSIFIED ASPHALT,
CLASS CSS -1.
ASPHALT PAVING MIX: PROPORTIONS OF MATERIALS: SHALL BE IN ACCORDANCE WITH WSOOT STD, PARAGRAPH 9- 03.8(6)
PROPORTIONS OF MATERIALS.
PAVEMENT MARKING PAINT: SHALL BE OIL BASED ALKYD OR CHLORINATED RUBBER BASE PAINT SPECIFICALLY FORMULATED FOR
TRAFFIC WEAR AND APPUCATION TO ASPHALT SURFACES. IT SHALL BE FACTORY MIXED, QUICK DRYING AND NON - BLEEDING, MEETING
FEDERAL SPECIFICATION TT- P -115C, TYPE III, OR APPROVED EQUAL COLOR: AS INDICATED OR SPECIFIED.
PREPARATION FOR PAVEMENT:
SURFACE CONDITIONS: PRIOR TO ALL WORK OF THIS SECTION CAREFULLY INSPECT THE SURFACES TO WHICH ASPHALT CONCRETE
PAVEMENT WILL BE APPLIED AND VERIFY THAT ALL WORK OF OTHER TRADES IS SUFFICIENTLY COMPLETE TO ALLOW THIS INSTALLATION
TO COMMENCE. VERIFY THAT ALL GRADING HAS BEEN PERFORMED TO THE TOLERANCES REQUIRED AND THAT THE PAVEMENT
INSTALLATION WILL PRODUCE SURFACES OF THE DESIGNED SLOPE AND PATTERN. VERIFY THAT BASE IS GRADED SUCH THAT FINISH
PAVEMENT SURFACE WILL DRAIN TO INDICATED DRAINAGE FEATURES, AND THAT NO PONDING WILL OCCUR. VERIFY THAT COMPACTED
GRANULAR BASE IS DRY AND READY TO SUPPORT PAVING AND IMPOSED LOADS. IN THE EVENT OF DISCREPANCY, NOTIFY THE OWNER
AND PROCEED AS DIRECTED.
ADJUST UTILITY STRUCTURES TO GRADE: ADJUST ALL FRAMES, RIMS, GRATES, LIDS, COVERS, ETC. OF UTILITIES TO FINISH GRADE IN
ACCORDANCE WITH WSDOT /APWA STD, PARAGRAPH 7- 05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE. INSTALL ALL
NEW CATCH BASIN AND MANHOLE FRAMES IN CORRECT POSITION AND ELEVATION.
EXISTING ASPHALT SURFACES: SHALL BE PREPARED AND TACK COATED IN ACCORDANCE WITH WSOOT STD, PARAGRAPH 5- 04.3(5)A,
PREPARATION OF EXISTING SURFACES. APPLY TACK COAT TO CONTACT SURFACES OF CURBS, GUTTERS, AND ABUTTING CONCRETE
SURFACES.
COAT SURFACES OF MANHOLE AND CATCH BASIN FRAMES NTH OIL TO PREVENT BOND NTH ASPHALT PAVEMENT. DO NOT TACK
COAT THESE SURFACES.
PLACING ASPHALT PAVEMENT
DO NOT PLACE ASPHALT WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F, OR SURFACE IS WET OR FROZEN
EQUIPMENT FOR PAVING SHALL BE SPREADING, SELF - PROPELLED, ASPHALT PAVING MACHINE OR MACHINES CAPABLE OF MAINTAINING
LINE, GRADE, AND MINIMUM COURSE THICKNESS AS INDICATED. A SPREADER BOX OR MANUAL METHODS MAY BE USED IN AREAS NOT
ACCESSIBLE TO THE MACHINE.
INSTALL WORK IN ACCORDANCE WTH WSDOT STD, PARAGRAPH 5 -04.3 (9,10411) SPREADING AND FINISHING, COMPACTION, CONTROL
AND JOINTS.- PLACE ASPHALT WITHIN 24 HOURS OF APPLYING PRIMER OR TACK. COAT. PLACE AND COMPACT TO INDICATED
THICKNESS. COMPACT PAVEMENT BY ROWING. DO NOT DISPLACE OR EXTRUDE PAVEMENT FROM POSITION. HAND COMPACT IN
AREAS INACCESSIBLE TO ROLLING EQUIPMENT. DEVELOP ROLLING NTH CONSECUTIVE PASSES TO ACHIEVE EVEN AND SMOOTH FINISH,
WTHOUT ROLLER MARKS. SET UP ROWING PATTERN TO ACHIEVE OPTIMUM COMPACTION OF PAVEMENT.
PAVEMENT PATCHING /RESTORATION:
REMOVE PAVEMENT SECTIONS IN STREETS AS REQUIRED TO PROVIDE ACCESS FOR CONNECTIONS TO OR EXTENSIONS OF UNDERGROUND
UTILITIES AND FOR PAVEMENT MODIFICATIONS AND SITE FEATURE INSTALLATIONS. PERFORM ALL WORK NECESSARY TO COMPLETE THE
UNDERGROUND UTILITY AND SITE FEATURE INSTALLATION. REPLACE STREET CUT PAVEMENT SECTIONS WITH THE PAVEMENT
RESTORATION SECTION AS INDICATED. REPLACEMENT SECTIONS OF CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS NOT OTHERWISE
DETAILED OR DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED NTH APPROVED MATERIALS TO MATCH LINES AND
GRADES OF EXISTING IMPROVEMENTS.
TOLERANCES
PLACE PAVEMENT SO THAT FINISH GRADE IS TO UNIFORM SLOPES AND ELEVATIONS AS SHOWN AND SO THAT SURFACE DRAINAGE IS
DIRECTED TO THE INDICATED STORM DRAIN SYSTEM. PROVIDE FINISH SURFACE TO THE SPECIFIED TOLERANCES, AND SUCH THAT NO
PONDING SHALL OCCUR.
FLATNESS: MAXIMUM VARIATION OF 1/4 INCH MEASURED NTH 10 FOOT STRAIGHT EDGE.
SCHEDULED COMPACTED THICKNESS: WITHIN 1/4 INCH.
VARIATION FROM TRUE ELEVATION: WITHIN 0.04 FL
ALL SURFACES SHALL SLOPE TO DRAIN AS INDICATED,
FIELD QUALITY CONTROL
COMPACTION TEST - WSDOT 705 &715 1 PER EACH 2000 SY
TEMPERATURE TEST - -1 PER EACH DELIVERY
IF TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST AT NO COST TO OWNER.
CLEANING AND PROTECTION:
AFTER COMPLETION OF PAVING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT MATERIALS TO THE SATISFACTION OF
THE OWNER. AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON ASPHALT CONCRETE PAVEMENT UNTIL IT HAS COOLED
AND HARDENED, AND IN NO CASE SOONER THAN 24 HOURS. PROVIDE BARRICADES AND WARNING DEVICES AS REQUIRED TO PROTECT
PAVEMENT AND THE PUBLIC. COVER OPENINGS OF STRUCTURES IN THE AREA OF PAVING UNTIL PERMANENT COVERINGS ARE PLACED.
owxFS a /10 /m
Taylor EIKO SHORT PLAT 05/25/06
Engineering ENGINEERING REVIEW
Consultants
205 Front St S. tel. 425 -391 -1415 NOTES AND SPECIFICATIONS 4.1
P.O. Box 1787 fax 425 - 391 -1551 sm: m
Issaquah, WA 98027 www.teccihl.cam 7 T Cb: 332AUL - - - -- Q-NNINNQQ
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FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M h H 929. MUELLER
SUPER CENTURION 200. AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2'
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR.
4.875' SEATTLE THREAD X 5' STORZ, ATTACHED WAFT 1/8' STAINLESS
STEEL CABLE. 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO
Be PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATIVE
PAINT No. 5780 -563 DIM ACRYLIC GLOSS. SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
18' TO 20' BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
SIDEWALK THAT IS ADJACENT TO
CURB
TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD e" TOP SECTION
4.875' x 5' STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
EXTENSION AS REWIRED (SEE DWG BR46 / PAGE 8090).
MAX RAISED PAVEMENT MARKER TYPE 88
MIN 2" q8 SHMSONITE TWO -WAY BLUE.
42' MIN CONCRETE BLOCKING
MAIN LINE TEE WITH 6' FLANGE SIDE OUTLET.
6' GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO ITT
16' z B. 4 2 -3/4' COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (YTO 3/8') MIN.
1' ABOVE BOOT FLANGE. PUCE 8 MIL POLYETH
YLENE FILM AROUND TOP AND SIDES OF GRAVEL
FIRE HYDRANT ASSEMBLY
-LEVEL ALL GROUND
MIN 3' RADIUS
i
L4875'x
Q6
CUT
HYDRANT LOCATION IN CUT OR FILL
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK Fl
i
6� FILL
FIRE HYDRANT ASSEMBLY DETATI,
ti Y p ADOPTED
LTTY Or REMN
♦
NNNN���- STANDARD PIANB
N O IaT DATR: 04/04
DATE REVISION BY APPR DWG. NAME: 8102 SP PAGE: 8102
�ROPERTY LINE
Z
Z
b FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
n ? 2 "x 4" STUD SERVICE MARKER PAINT
TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING "SEWER' WITH 3" HIGH
BLACK LETTERS. AND 116 WARE WRAPPED
o AROUND THE STUD AND EXTENDED TO THE
a TOP OF THE STUD.
6" SIDE SEWER AND R 6 DIN - SEWER
CMAIN " ALLOWABLE MAX.
R CAST IRON PIPE
DUCTILE IRON PIPE.
JA
1:3:5 MIX CONCRETE BLOCKING MIN SLOPE
HORIZONTAL
L $EWER MAIN
6" MIN.
ON R B O KIN AN E TYPICAL SIDE SEWER ELEVATION
OF TEE _T MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEVER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
ADOPTED
DITT or IL m
♦
BT CAT 9
ENAN
tar CATS: o4 /a4
DWG. NAME: 8078 SP PAGE: BO
PROPERTY LINE
SS PRESSURE LINE
CAP
" SS C.G.
6" SIDE SEWER AND BUILDING SEWER
rr
a.
O
2% MIN SLOPE 2" SS PRESSURE LINE
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
2" PRESSURE LINE CONNECTION
SCALE N.T.S.
4" BEND AS REWIRED (NO MORE ///���''' ALL 90' RIRNS SMALL BE
THAN 45' BEND). EVERY 2ND 4" (XEANWT WYE WITH / 1 OF A Wl A D 015 MEANS
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. / I IW A W1£ AND SH BEHO.
WILL REWIRE A SURFACE i i TYN 45' BENDS SMALL NOT
CIFANWTWYE BE ACCEPTABLE
C 6
� 8 8
HOUSE HOUSE HOUSE HOUSE
3 0" MIN.
I 4" SEINER PIPE
_ 4 °SURFACE � (TYPICAL) 4•,.SEWER PIPE. SEE NO IEH 2 AND 3.
CLEAN 4" TEST TEE WiTU MINIMUM UNE. SIZE FOR OTHER THAN
'' PLUG FACE UP SINGLE FAMILY IS 6"
4" CLEAN WT (TYPICAL)
PROPERTY UNE WYE WITH PLUG PROPERTY UNE
e' MIN. B "x 4" REDUCER L
(TYPICAL)
8 MAIN SEWER LINE
TYPI['AL BUILDING SEWER INSTALLATION PLAN
IF THE BUILDING SEWER SERVE ANY FIXTURE HAVING
et 3 FLOW LEVEL AIMS LOCATED BELOW THE ELEVATION OF
C THE NEM UP6IHEAM MANHpE COYER OF THE PUBLIC
SEYhIt SY57FM, A BACKFLOW PREVIITDON DEVICE SUCH
u AB QEAN CHEp( EXTENDABLE BACNWAIER VALVE OR
fN. 9 APPROVED EQUAL SHALL BE INSTALLED.
St
4" CALDER OWPUNG
OR EQUAL M FIT a
9 SURFACE CEMOUT
4 "x 4••x4" WYE
4" PIPING
PLAR
BUIU INN DRAM =1K
FOR LOW HOUSE
NOTES:
pPrl«.io bMmean m a , xex� mnMlen. o tlM -wr pmmll m,.l N
„a,wa ti«x a. alr R a Erb„ rmxe w.,a o.zm6"mL
nr eBw p wnlm Wa "«webn."��.m,••z.+.I. wix.e by Wes»
mmui :Bx�, MM a urtl m I.BI.
.A eW2xePeb ooner t M(Imm,I�FM. M•'«'mr,« mwt Vml O.e. b tln
atY mA Mm cm Yu,a e• Pox a ” «"b a 1x
4. F« Inx,wlbx er Mb xx «: om z4 nw. W ea.«m.. bysum�
nm„nr b en tln .Mx xxxm pmmll Stte mwl M neeY N YapMlmMr
MMI a 1�tM o« a as Ly xpwxAeeMen• Man u..«"mxux, a a.. Inxa oe "eY
n«AId ue anm ,mM ww =a b alp nr u. Mvsb'. r*a wwma r n. omY.e
en« u..mlMZ w lvr na w.. Px"re4 e,7 a,a f•m x1a .a,e
0. MMdI Mb xx.r .lu x bMUn xor. lr x«.rr b mntl a In. nu,. N
w6.1 M .naox.
e. a Ma. »... tin xee aam. Th. e.x« em bx le,Pex.•I• a a
WMalm The xexr MM M e mFY,un a e'.b Mxa W b rot admb.
unNm "M lAU xbHe N Dv,b ,x,m ee,x,rW „� Lib r.w. bb aM111Yq
m�""«m. na,e nMNn..e wxa.0 a Pp
e•.a n.a aer rC.
aMM etrrl ,pl,Y -eF.vy Mm b dm• nY o IbnW uM EaMM ,mhveY«.
.«x .nm a e=eexNM,m b e:e,4mm .u, n,. wd,E,Nm �� 6aHr
mx NMU AeL (N19M)
13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC.
INC. OCT SERIES MSBCF 1324 -18 WITH 1.75' THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS.
INC. MSCCC- 1324 -R WITH READER UD AND 1 -5/8' DRILLED
HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9' MIN
12' MAX
FINISH GRADE
36' MIN COVER
/2'
NEW DUCTLE
ROM /WAIERMAIN
/ SLOOP DOWN CENTERLINE /
OF WATER MAIN TO L
PROVIDE SLACK IN COPPER
w IN UNIMPROVED RIGHT OF w
WAY INSTALL METER BOX AT
PROPERTY UNE PATH 12'
LONG COPPER TAILPIECE.
a SIDEWALK
MUELLER: 3/4 -B- 2470 -2 W1
METER BE 12•
SUPPLIED D BY THE -
CITY TYPE 'K" SOFT
/ COPPER TUBING
(CC). QUICK JOINT McDONALD BRASS: 21- 415YriNJ41, ,m : r - +,rte
(3/4' FIWO -3-G) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT WIN GRIPPER.
(1' F10W -4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK
VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH
QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH. SIDES OF METER BOX.
A— A DRILL 1 -5/8' CIA, HOLE FOR AMR
(AUTOMATIC METER READ) TOUCHREAD DEVICE
L 2 -1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT DD
TYPICAL NOTE:
RIB
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS. THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
3/4" & I- WATER'. SERVICE
ADOPTED
GOT or RnTTOx
♦♦
w DA PIING
ISIT
J IaT 11AM TC 04/04
2. DATE REVISION BY PR DWG. NAME: B106 ' SP PAGE: 8106
C
TESTING. DETAIL
3d R
I.� 0 NEW D.I. WATER LINE
TAPPING TEE (NJxFL) VERTICAL CROSS(MJxFU FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP WITH 2' TAP AND 2' PLUG
TEMPORARY. PLUG (NJ) WITH 2 -INCH TAP I -BLIND FLANGE ON BOTTOM -
AND 2 -INCH BLOW -OFF ASSEMBLY I-PLUGMJ) WITH 2'TAP 6 2' BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
.-4" PIPING
�4 "x 4 "z 4" TEST TEE
FACE UP AND PLUGGED g.
�4' NIPPLE
-8 "x 1, REDUCER j
-6" ODJPUNG TO FIT END 6" PIPE _
`REMOVE 2"x4" STUD AMID CAP OR PLUG FINAL CONNECTION DETAIL
ON END OR EXISTING 6" SEWER PIPE AND
'.INSTALL BUILDING SEMEN COUPUNGS,'
REDUCER, TEES, AND BENDS AS REWIRED.
=— SEE SIDE SEWER DETAIL DWG BR39..
'SP PAGE 8078
-8" PIPING TO 6' -0"
.BEYOND PROPERLY LINE CHECKED FOR COMPLIANCE
-6" SIDE 5 SE LEE I 0NEV DI. WATER LINE
SEE NOTE a SENER MAIN TO CITY STANDARDS�'p
I SSEWER Date
r�MLnnW
Date
.AFTER ALL CLEANING BY E TEE 6, PRESSURE TESTING
AND DISINFECTION, REMOVE TENPDRSY BLOCK 6 BLOWT OFF Date
CALL FOR LOCATIONS BEFORE YOU DIG - AND cIB1NECriD va.vE WITH n.l. SLEEVE MD 6 n[, SPOOL S
48HR LOCATORS 1- 800- 424 -5555 FINRL.CONNECTIDN BY CITY FORCES
9 �alxlrj
-
a uz. . m A mn m ewi.E ,eeab., z ., .e�rt .l. w� 6. umxeA n w I,M: ..b lMa b .a.0 .m �. . .« .+R. � ,xW . ^1,,en.M e , b Pb eam elx� : W ,z mq .W ,o-, , °m a R- °a.".m c ° ` m ° B « ` -"mz" i „"a °m " • b TYPICAL BUILDING SEWER
-
SIDE SEWER (PROPERTY LINE)
WATER CONNECTION DETAIL
TO BUILDING CONNECTION '
; q
mWecaa (533) �Y
INSTALLATION PLAN WET -TAP EXISTING WATER MAIN.. [�
Y
a bel ne,mm .R..uv, e.l� ADOPTED O 26190 •'tY
vWay ab «.�. m,e m our u010a ♦ ®♦ CTTY of PRISON ♦ ®♦ CITY OF R1TN70N 'T4til>fST
"M BlANDARD PLANS JGMAL 1 �'
IgPDAA E P p4 Me .I I3l DATE: 04/04
03 DS East notes D 'OH DWG. NAME: B082 SP - PAGE: 8082 E7�IILFS B /1D /o7
DATE REVISION Br PR DATE REVISION pR DWG. NAME: 8115 SP PAGE:
011E
slxWtYm SPEC vmlcu: xWD , <
Taylor EIKO SHORT PLAT 05/25/06
„61maNaM NAO ,In3°°pas,
PERMIT vmr 18/2/06 °" NT Engineering ENGINEERING REVIEW
•nuucNTC WAIT 7/17/06 orAIUe RP __ Consultants
REVISION