HomeMy WebLinkAboutP_Civil ALL Preliminary Combined_180522.pdf335'485'80'60'30'30'60'50'15'
50'405'210'MONSTER ROAD SWMON
S
T
E
R
R
O
A
D
S
W
40'
30'100'±40'±40'
FH
FH
EXIST FH
4 FT RECESSED DOCK FACE
14,680 SF
STORAGE YARD
15'
210'
180'
125'25.7'114'±
FH
ELEC TRANS
FH
FDC
PIV
ELEC
FIRE
25'30'
60'
125'
30'
NORTH TENANT
62,450 SF
SOUTH TENANT
102,030 SF 199'286'1
A0.2
12
A0.2
COMPACTVVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTN
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0'80'40'
1"=80'
80'
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W W
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X
COVER SHEET
C1.0
1
GENERAL NOTES
CIVIL SHEET INDEX
LEGAL DESCRIPTION
AUTOCAD FILE DATES OF SURVEY
REFERENCE SURVEY
VERTICAL DATUM
HORIZONTAL DATUM AND BASIS OF BEARING
BENCH MARK
SURVEYORS NOTES
PROCEDURES/NARRATIVE
UTILITIES
SITE DETAILS
VICINITY MAP
LEGEND
CONSTRUCTION SEQUENCE
DEVELOPER
SURVEYOR
CIVIL ENGINEER
EXISTING UTILITY NOTE
CUT / FILL QUANTITES
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Seattle, WA 98104
206-753-0900
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DEMO PLAN
C2.0
2
KEY NOTES:
LEGEND
GENERAL NOTES:
1
6
2
2
2
2
2 17
2
2
3
3
3
4
5
1
7
8
8
8
9
9
9
10
10
11
11
11
11
11
12 12
12
12
12
12
13
13
14 141515 15
15
15
15
15
15
1614
14
14
15
15
6
18 19
20
8
21
21
21
22
22
23
24
SLT
SL
T
SL
T
SL
T
SL
T
SL
T
SLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLT SLT SLT SLTSLTSLTSLTSLTSLT
SLT
SLT
SLTSLTSLTSLT0'50'25'
1"=50'
100'
N
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206-753-0900
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TESC PLAN AND NOTES
C2.1
3
EROSION CONTROL NOTES
WET SEASON SPECIAL PROVISIONS
KEY NOTES:
fi
EROSION AND SEDIMENT CONTROL
RECOMMENDED CONSTRUCTION SEQUENCE
1 2
4
SLT
PROVIDE CATCH BASIN PROTECTION. SEE KEY NOTES.
SILT FENCE
REMOVE EXISTING TREE (SEE LANDSCAPE PLANS)
C2.3
3
GENERAL NOTES
LEGEND
10
9
8
8 8 8
8
8
8
8
8
8
8
8
8
8
10
10
10
11
11
11
11
11
11
11
11
11
3
3
5
6
6
7 TYP
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TESC DETAILS
C2.2
4
PLASTIC COVERING1 STRAW WATTLES2 SILT FENCE3 WHEEL WASH AND CONSTRUCTION ENTRANCE4
CATCH BASIN FILTER5
FILTER FABRIC PROTECTION8
BLOCK AND GRAVEL CURB INLET PROTECTION6 CURB AND GUTTER BARRIER PROTECTION7
273'
272'
230'
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206-753-0900
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GRADING AND DRAINAGE
C3.0
5
STORM STRUCTURE TABLE:
WALL HEIGHT TABLE:
KEY NOTES:
1 LOCATION OF ONSITE 120'x90' STORM DETENTION VAULT. SIZED
FOR THE PROJECT IF EXISTING STORM POND IS DETERMINED TO
NOT MEET STORAGE REQUIREMENTS.
1.
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UTILITY PROFILES
C3.1
6
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UTILITY PROFILES
C3.2
7
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STORM NOTES AND DETAILS
C3.3
8
CATCH BASIN TYPE 11 CATCH BASIN TYPE 1P2 CATCH BASIN TYPE 23
CATCH BASIN INSTALLATION4 OPEN CURB FACE FRAME AND GRATE INSTALLATION DETAIL5
SURFACE WATER STANDARD PLAN NOTES
SURFACE WATER STANDARD PLAN NOTES
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),
THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AS
AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,
OMISSIONS OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS
SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRIC, ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY
THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A
WRITTEN DECISION BY THE CITY OF RENTON.
7.IT SHALL BE THE APPLICANT’S/CONTRACTOR’S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF
CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST
BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95
PERCENT DENSITY, STANDARD PROCTOR.
12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON
TRENCH RESTORATION STANDARDS.
13.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.
14.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.
15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH 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 WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS “C”,
WITH THE EXCEPTION OF PVC PIPE.
16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE
AND OUTSIDE.
17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING
LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY
SHALL HAVE SOLID LOCKING LIDS.
18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES.
19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 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. 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.
21.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.
22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE
LOTS APPROVED FOR INFILTRATION BY THE CITY. 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-HIGH, 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 CHAPTER 4 OF
THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN
A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE 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
STUBOUT
CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE,
TELEVISION).
F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME
OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR
SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP
SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT
SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND
REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
25.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 OBLIGATION
FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING
CONSTRUCTION.
26.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 WITH THE PERFORMANCE OF
WORK. ANY WORK WITHIN 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.
27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
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206-753-0900
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STORM NOTES AND DETAILS
C3.4
9
RECTANGULAR SOLID METAL COVER RECTANGULAR VANED GRATE INTERCEPTOR SWALE
CB#17 TYPE II, 60"Ø
RECTANGULAR FRAME1
PIPE COMPACTION DESIGN AND BACKFILL CB#15 - FLOW SPLITTER DETAIL
2 3 4
765
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STORM NOTES AND DETAILS
C3.5
10
CB#16 STORMFILTER DETAIL
1 2
3
COALESCING PLATE OIL/WATER SEPARATOR COALESCING PLATE OIL/WATER SEPARATOR
273'272'230'COMPACTVVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT60.0TRASH ENCLOSURESEE ARCHITECTURALSITE PLAN FORADDITIONAL INFORMATION.ICECICIC
EC
EC
EC ECECEC ECEC9' TYP20' TYP25'R3.0'WALLWALLR15.0'R10.0'R15.0'R3.0'R5.0'R20.0'EC
EC
ECECEC
EC
EC
EC
EC EC ECECECECECECECECEC ECECEC
ECIC
ECECEC
EC20'20'55'9' TYP12.
5
'
12.
5
'R3.0'R10.0'4.5' TYPR25.0'25'20'20'R10.0'R25.0'R21.0'R20.0'20'30'20'R3.0'R45.0'R3.0'R20.0'R10.0'8.5' TYP16' TYP4.5' TYP12.5'12.5'5.0R3.0'R3.0' TYP.Know what'sbelow.before you dig.CallR0'50'25'1"=50'100'NDesigned by:Drawn by:Checked by:Sheet Number:of SheetsJ. EavesS. Scheuerman / J. HeinCP. McCormick601 Monster Road SWRenton, WA701 Fifth Avenue, Suite 2830Seattle, WA 98104206-753-090017-045Agency Review05-22-2018Project Title:Client:Job Number:Issue Set and Date:Sheet Title:Revisions:950 Pacific Avenue, Suite 450Tacoma, WA 98402253-572-4903REUSE OF DOCUMENTSDRAFT16PAVING PLAN AND DETAILSC4.011PAVING GENERAL NOTES:LIGHT TRAFFIC AND PARKING2"4"6"
1/2"3CEMENT CONC. VERTICAL CURB4CEMENT CONCRETE. SIDEWALKWIDTH VARIES SEE PLANS2CEMENT CONC. EXTRUDED CURB12"6"3"HEAVY DUTY1ASPHALT CONCRETE PAVEMENTPAVING LEGEND:
273'
272'
230'COMPACTVVCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTKnow what's below.
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0'50'25'
1"=50'
100'
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P. McCormick
601 Monster Road SW
Renton, WA
701 Fifth Avenue, Suite 2830
Seattle, WA 98104
206-753-0900
17-045
Agency Review
05-22-2018
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Job Number:
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WATER/SEWER/FIRE PLAN
C5.0
12
GENERAL NOTES:
1.SEE SHEET C3.1 AND C3.2 FOR UTILITY
PROFILES.
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J. Eaves
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601 Monster Road SW
Renton, WA
701 Fifth Avenue, Suite 2830
Seattle, WA 98104
206-753-0900
17-045
Agency Review
05-22-2018
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Job Number:
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WATER NOTES AND DETAILS
C5.1
13
CONNECTING TO WATER MAIN WITH TEE AND VALVE1 CONNECTION TO WATER MAIN AT END LINE CAP2
3", 4" AND 6" COMPOUND METER ASSEMBLY4 INSIDE BUILDING INSTALLATION FOR 3" AND LARGER DDCVA5
WATER UTILITY NOTES AND SPECIFICATIONS
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST 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.
2.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.
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.
FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED
BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
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 WITH 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 A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH 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 C110/ A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES 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 WITH 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 WITH 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 WITH
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 WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH 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 WITH 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 WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH 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 WITH 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 WITH 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 WITH 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 WITH 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.
WATER PLAN GENERAL NOTES
FIRE HYDRANT ASSEMBLY3
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J. Eaves
S. Scheuerman / J. Hein
P. McCormick
601 Monster Road SW
Renton, WA
701 Fifth Avenue, Suite 2830
Seattle, WA 98104
206-753-0900
17-045
Agency Review
05-22-2018
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950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSDRAFT
16
SEWER NOTES AND DETAILS
C5.2
14
STANDARD SANITARY MANHOLE1 MANHOLE FRAME AND COVER2 8" OR 6" CLEANOUT3
SEWER MANHOLE MARKER POST4 PIPE BEDDING FOR SANITARY SEWERS5
SANITARY SEWER NOTES AND SPECIFICATION
’
’
AIR TEST TABLE FOR SANITARY SEWER6
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R
Designed by:
Drawn by:
Checked by:
Sheet Number:
of Sheets
J. Eaves
S. Scheuerman / J. Hein
P. McCormick
601 Monster Road SW
Renton, WA
701 Fifth Avenue, Suite 2830
Seattle, WA 98104
206-753-0900
17-045
Agency Review
05-22-2018
Project Title:
Client:
Job Number:
Issue Set and Date:
Sheet Title:
Revisions:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSDRAFT
16
OFFSITE IMPROVEMENTS
PLAN AND PROFILE
C6.0
15
0'20'10'
1"=20'
40'
N
APPROX LOCATION OF
EXISTING 'BUTTONS'
16'
5'
SW
8.0' LS
EXISTING PARKING
SURFACE, ELEV= 38±
MATCH EX. ROAD
CROSS SLOPE
4:1 SLOPE
CURB AND GUTTER W/
NEW ROW STORM
8.2' APPROXWALL HT11' DRIVE LANE5' BIKE
LANE
16.5'±
30.5'
EXIST PROP LINE 1'
PROPOSED ONSITE
LANDSCAPE
ROW LANDSCAPE
2% MAX SLOPE NOTE:
PROPOSED SECTIONS AT ROW SHOWN ARE A REQUESTED
MODIFICATION TO STANDARD REQUIREMENTS. SEE
SUPPORTING MODIFICATION DOCUMENTATION.
EX. SLOPE VARIES
SAWCUT EX. ROAD 6"
MIN. FROM PROPOSED
BIKE LANE TO FORM A
NEAT LINE EDGE.
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before you dig.Call
R
Designed by:
Drawn by:
Checked by:
Sheet Number:
of Sheets
J. Eaves
S. Scheuerman / J. Hein
P. McCormick
601 Monster Road SW
Renton, WA
701 Fifth Avenue, Suite 2830
Seattle, WA 98104
206-753-0900
17-045
Agency Review
05-22-2018
Project Title:
Client:
Job Number:
Issue Set and Date:
Sheet Title:
Revisions:
950 Pacific Avenue, Suite 450
Tacoma, WA 98402
253-572-4903
REUSE OF DOCUMENTSDRAFT
16
STORM NOTES AND DETAILS
C6.1
16
MONSTER ROAD SW IMPROVEMENT SECTION1