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Legal Description
Vertical Datum
PLUG & PUNCH IN CONC. IN CASE
CI1Y OF RENTON MONUMENT # 398
ELEVATION = 285.085'
Basis of Bearing
CI1Y OF RENTON SHORT PLAT NO LUA-98-022-SHPL
RECORDING NUMBER 9806259011.
Surveyor
SADLER/ BARNARD & ASSOCIATES, INC.
717 W. STEWART
PUYALLUP, WA 98371
PH. (253) 848-5170
FAX. (253) 848-5246
CONTACT: MIKE LUNA
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M. IN KING COUN1Y, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EASTERLY BOUNDARY OF SUNSET BOULEVARD NORTHEAST (STATE
HIGHWAY No.2) WITH THE NORTHERLY BOUNDARY OF NORTHEAST 10tH STREET; THENCE ALONG SAID
NORTHERLY BOUNDARY, NORTH 89'45'30" EAST 160.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE
NORTH 0'14'30' WEST 100.00 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SOUTHEAST QUARTER;
THENCE ALONG SAID NORTH LINE, NORTH 89'45'30' EAST 151.00 FEET, MORE OR LESS, TO THE WESTERLY
LINE OF THE LAND CONVEYED TO JESSE H. NEHER AND ETHEL NEHER, HIS WIFE BY DEED RECORDED IN
AUDITOR'S FILE No. 4111856 RECORDS OF SAID COUN1Y, THENCE ALONG SAID WESTERLY LINE SOUTH
0'14'30" EAST 100.00 FEET, MORE OR LESS, TO THE NORTHERLY BOUNDARY OF SAID NORTHEAST 10th
STREET; THENCE ALONG SAID NORTHERLY BOUNDARY SOUTH 89'45'30" WEST 151,00 FEET TO THE TRUE
POINT OF BEGINNING.
TOGETHER WITH
BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W,M.;
THENCE SOUTH 89'45'30" WEST ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE
NORTHEAST QUARTER, A DISTANCE OF 874.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING
ALONG THE SAME SOUTH LINE SOUTH 89'45'30' WEST 263.43 FEET TO THE EASTERLY LINE OF
THE SUNSET HIGHWAY; THENCE ALONG SAID EASTERLY LINE NORTH 1/53'10" EAST 220.94 FEET;
THENCE NORTH 89'45'30' EAST 194.66 FEET; THENCE SOUTH 00'14'30' EAST 210 FEET TO
THE POINT OF BEGINNING;
SITUATE IN THE COUN1Y OF KING, STATE OF WASHINGTON.
PROPER1Y LINE
PROPOSED BUILDING
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PERIMETER SEDlME~T CONTROL
SEE DETAILS~~~
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REMOVE EX
RETAINING WALL
'P/,'C\JUJEN:OD\EII~[)~c6~~T~~2Wg~ f/21~<f'f:
~YE AND PROTECT
EX -METER TO REMAIN
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CATC~" BASIN FILTER
SEEDETAIL~
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'!/j~ EXISTING WELL TO B~. DECOMMISSIONED
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PER KING COUNTY HEALTH DEPARTMj:NT
REQUIREMENTS
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201.11;-.... ---
,,-,lEMO'XE EX STRUN~RE & AYoPURTENANCES
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Erosion/Sedimentation Control (ESC) Notes
1. THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
AND UPGRADE OF THE ESC FACILITIES ARE THE RESPONSIBILl1Y OF THE CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED. PRIOR TO THE CITY'S PRE-CONSTRUCTION MEETING, THE CONTRACTOR
SHALL DESIGNATE THE PARTY RESPONSIBLE FOR THESE FACILITIES AND SHALL PROVIDE A 24-HOUR
EMERGENCY NAME AND NUMBER TO THE CITY AND OWNER.
2. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH AUL
CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT OR
SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR
VIOLATE APPLICABLE WATER STANDARDS.
3. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
(E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES, AND SILT FENCES, ETC.) AS NEEDED FOR
UNEXPECTED STORM EVENTS.
4. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS
NECESSARY, OR AS DIRECTED BY THE CITY OF SEATTLE, TO ENSURE THEIR CONTINUED FUNCTIONING.
5, THE CONTRACTOR IS RESPONSIBLE FOR QUALl1Y OF ALL STORM WATER DISCHARGE FROM THE SITE.
THE CONTRACTOR IS RESPONSIBLE FOR ACTIVELY MONITORING AND TESTING THE STORMWATER PRIOR
TO DISCHARGE IN ACCORDANCE THE DOE STANDARDS. THE STORM WATER DISCHARGE SHALL NOT
EXCEED THE WATER QUALl1Y STANDARD FOR SURFACE WATERS OF THE STATE OF WASHINGTON
AS OUTLINED IN CHAPTER 173-201A OF THE WAC,
6. ANY AREA STRIPPED OF VEGETATIOt(, INCLUDING ROADWAY EMBANKMENTS WHERE NO FURTHER WORK
IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC METHODS (E.G., SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.).
7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.
8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED
TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. THE
CONTRACTOR SHALL PROVIDE A WHEEL CLEANING STATION TO CLIEAN WHEELS AND THE
UNDERCARRIAGE OF TRUCKS BEFORE LEAVING THE SITE. ALL WATER FROM THE WHEEL CLEANING
STATION SHALL BE COULECTED AND ROUTED THROUGH THE ON-SITE SEDIMENT CONTROL
FACILl1Y PRIOR TO DISCHARGE FROM THE SITE.
9. THE CONTRACTOR SHALL PROVIDE AN AREA FOR THE WASHOUT FROM THE CONCRETE TRUCKS,
THIS AREA MAY BE ONE OF THE FOLLOWING:
A. A SLURRY PIT THAT WILL BE LATER BACKFILLED
B. AN AREA WHERE THE CONCRETE WASH CAN HARDEN AND BE BROKEN UP AND DISPOSED OF
C. AN AREA NOT SUBJECT TO SURFACE WATER RUNOFF AND MORE THAN 50 FEET AWAY '':...., \ ., 0) P'J}·~f,n" .:,f;;~&V .. , .f,'",. ~.~~;:'\i tfl)1!, /: "tff) \i!/'!'.
, r<·/ ~ (\:. /&"7 JY:..~' /' f r*';( ~/: 1>1;#0' JY:... ==.~~ :~~_. ______ f_/_ _ I f / .:;;!) .1 ~;;~ :~~ : ;;;~j~ D. CONTRACTOR MAY ELECT TO PERFORM WASHOUT OFF SITE AT AN APPROVED LOCATION.
'" '! /" 1,0. TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING OR GRADING THE SITE),
FROM A STORM DRAIN, OPEN DITCH OR RECEIVING WATER.
~~~~~~~~t~~~~~~~~~=~;'~~~~S~~~~~~~~~~~~~=~~~~~~~f~~~~~~~~~!9P~~:~7°~~~~I~:II~ LlM~~MBE~~ED~~~ID~mEDBYMP~~cr~~OOR
.:: 151.00'
WATER QUALl1Y VAULTS AND OUTFALLS
PRIOR TO SITE CLEARING TO BE USED FOR
TESC SEDIMENT STORAGE PROVIDE TEMP
PERFORATED RISER COVERED W/FILTER
FABRIC AND BOTTOM BLOCKED AT OUTLET
I SEDIMENT tONTROL
DETAlLS~W~
UJWUJ
INTERCEPTOR SWALE
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STABILIZED CONSTRUCTION ENTI,ANC:E-"
SEE DETAILffi
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11. ALL STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY
PLASTIC SHEETING AND ~LTER FENCE.
12, DISCHARGE FROM THE DEWATERING OF THE EXCAVATIONS SHALL BE ROUTED
FO/}!,;/; DNAS5"1
W/ 5l;iPfJUP,~, r
THROUGH ESC FACILITIES PRIOR TO DISCHARGE FROM THE SITE. SEDIMENT LADEN WATER
FROM THIS ACTIVI1Y SHALL NOT BE ALLOWED TO DISCHARGE FROM THE SITE. CONTRACTOR
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SHALL IMPLEMENT SITE DEWATERING DISCHARGE TO THE CI1Y STREET,
CATCH BASIN, OR SEWER AFTER APPROVAL BY STREET USE INSPECTOR.
13. THE CONTRACTOR SHALL INSTALL CATCH BASIN INSERTS IN ALL
EXISTING CATCH BASINS UNTIL REMOVED AND ALL NEW CATCH
BASINS IMMEDIATELY AFTER INSTALLATION WITHIN PROJECT LIMITS
OR IMPACTED BY PROJECT CONSTRUCTION,
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RE~0Vi: dlsTRUCTURE & APPURTENANCES
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DRAWING NO:
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ADAPTER SKIRT
GEOTEXTILE ~
FABRIC(MIRAFI 700X ¢1
OR APPROVED EQUAL ¢1
¢1
RETRIEVAL STRAP ---------L
OVERFLOW
(TO BYPASS PEAK
FLOWS)
SEDIMENT
ACCUMULATOR
SCHEMATIC DETAIL
. ".
PRO~DE CB INSERT "STREAM GUARD FOR SEDIMENT" OR APPROVED EQUAL
MANUFACTURER'S NAME: FOSS ENVIRONMENTAL
ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106
TIELEPHONE: FOR INFORMATION: (800) 909-3677
NTS
Catch Basin Filter
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STAPLES
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APRON ON THIS
SIDE OF THE DIKE
SHOULD BE FOLDED
UNDER THE DIKE
SECTION AND
STAPLED DOWN , " ' , ...
CONSTRUCTION
AREA
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DIKE SECTION NOTE:
1
r---t~3" -6" TRENCH 1. STAPLES SHALL BE PLACED WHERE THE UNITS
OVERLAP AND IN THE CENTER OF THE
7' UNIT AS SHOWN ON THE DIAGRAMS
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DETAIL A-A
NTS
Triangular Silt Dike Detail 5
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FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES
OR WIRE RINGS TO ATIACH FABRIC TO WIRE.
2" BY 2" BY 14 GA. WIR
FABRIC OR EQUIV.
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i i L BURY BonOM OF FILTER MATERIAL i i i i IN 8" BY 12" TRENCH i i
---t-~-------------------~------------i-1-----
1 1 6' MAX 1 1
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-'-------<--------~~ 2" BY 4" WOOD POSTS, STANDARD OR ~~
R=AS NOTED 25' MIN.
12" MIN. DEPTH ---------------'
GEO-TEXTILE FABRIC ------------./
4" -8" QUARRY SPALLS ------------'
BETIER OR EQUAL ALTERNATE: STEEL FENCE POSTS.
ELEVATION
NTS
Stabilized Construction Entrance 6
FILTER FABRIC MATERI~
2" BY 2" BY 14 GA. WIR~ ~
FABRIC OR EQUIV.
PROVIDE 3/4" -1.5" WASHE
GRAVEL BACKFILL IN TRENCH
AND ON BOTH SIDES OF FILTER
FENCE FABRIC ON THE SURFACE.
2" BY 4" WOOD POST ALT: STEEL FENCE POS
SECTION
8" MIN.
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Filter Fabric Fence Detail
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Not Used
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NOTES:
1. STRAW WADLE/ROLL SHALL BE MANUFACTURED FROM RICE STRAW
AND WRAPPED IN TUBULAR PLASTIC NETIING. NETIING SHALL HAVE
A STRAND THICKNESS OF 0.03' AND A KNOT THICKNESS OF 0.055
AND A WEIGHT OF 0.35 OZ PER FOOT AND SHALL BE MADE FROM 85%
HDPE, 14% ETHYL VINYL ACETATE AND 1 % COLOR FOR UV INHIBITION.
2. STRAW WADLE/ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE
STAKING OF THE WADLE/ROLL IN A TRENCH, 3"-5" (VARIES) DEEP,
DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER
OR AROUND WADLE/ROLL.
8"-10" DIA.
II
II 1"x1 "X18" STAKE
V
3. STRAW WADLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS.
NTS
Straw Wattle/Roll Detail
NTS
Not Used
4
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Zanatta Townhomes
2210 NE 10th St.
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2" RAISED
LETIERS
1/8" RASED
1/2" WIDE
BORDER
"1/2'-' INA"
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COVER PATIERN
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CONC. CL. 5 (3/4)/;
12'~ DIP ------./
FIBRE JOINT PACKING _--1
45' (1/8) BEND
~=====4 .~ PLUG SHALL BE SEALED IN SAME il A ii r MANNER AS MAIN SEWER JOINTS
~~!=====~~~~~~~~=-=~
WYE OR 1/8 BEND
1. USE ONLY FOR SIDE SEWER AND SERVICE DRAINS
Water Utility Notes and SpecWications
NTS
8" Side Sewer Cleanout
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 DEPARTMENT OF PUBLIC WORKS AT 235-2631-
ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 73
HOURS IN ADVANCE. 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 LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555.
4, ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA CllO AND Clll OR
LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALl,CONFORM TO
AWWA Cl04 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
Cl05/A21.5-93 STANDARDS.
CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS,
AND IN ACCORDANCE WITH ANSI/AWWA CllO/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH
ANSIjAWWA Cl04/A21.4-90. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL
JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA CllO/A21.10-87 OR ANSIjAWWA
C153/A21.53-94. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR
FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA Cll0/A21.10.87 OR A COMBINATION OF
ANSIjAWWA Cll0/A21.10.87 AND ANSIjAWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH
A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF
THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSIjAWWA Cll0/A21.10-87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSIjAWWA C153/A21.53-94 OR WITH SECTION
10-4.3 OF ANSI/AWWA Cll0/A21.1O-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED
TO THE OWNER.
6. 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. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED
IN A VAULT. SEE WATER STANDARD DETAIL FOR 12' GATE VALVE ASSEMBLY VAULT AND
1" BYPASS INSTALLATION.
• Checked for Compliance to City Standards
• •
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7. 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 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6
THREADS PER INCH. 60 DEGREES V. THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT
DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER CLOCKWISE (LEFT).
THE TWO 2-1/2" 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.
THE 4' PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5' STORTZ.
STORTZ ADAPTER SHAUL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HAROCOAT ANODIZED.
THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180 DEGREES APART. STORTZ FACE TO
BE METAL, NO GASKET TO WEATHER. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL
BE ATTACHED TO HYDRANT ADAPTER WITH 1/8" COATED STAINLESS STEEL AIRCRAFT CABLE.
FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS,
LATEST REVISIONS.
8. ALL WATER MAIN 1 0 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH
GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW
FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR.
9. AUL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS"
PRIOR TO DISINFIECTION. 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. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL
ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION.
A) AUL WATER MAINS 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
NTS 2 Not Used
10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE)
WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRE CON A PERMIT
INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE
WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
12. 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.
13. ALL CONNECTION TO EXISTING MAINS 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 DEPARTMENT
OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND
BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES 24 HOURS IN ADVANCE OF BACKFILLING
ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS.
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE -IN.
16. 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 DEPARTMENT
OF PUBLIC WORKS.
17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT
THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE
STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND
DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN
EXISTING EXPANSION JOINT. 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.
18. 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 TEN DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. '
B) ALL WATER MAINS 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 IN 1 ABOVE.
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN
UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE.
NTS NTS
Not Used 3 Not Used
Sanitary Sewer Notes and Specifications
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH 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.
8. THE CONTRACTOR SHALL PRoViDE TffEcltY'OFRENTOnIITH AN AS-BUiLT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
I
9. 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 FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN.
12, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF
ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE
AN D BELOW THE PI PE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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Legend
PROPERTY LINE
PROPOSED BUILDING
CONCRETE PAVEMENT
CONCRETE SITE PAVEMENT
STAMPED ASPHALT
ASPHALT
...------------STORM DRAINAGE STRUCTURE
'*' "'4&_ I I =,,~=@ STORM DRAINAGE PIPE
l~ ,e... ---+I~ -.--=~~CONNECT TO SD LINE
Vertical Datum
PLUG & PUNCH IN CONC, IN CASE
CITY OF RENTON MONUMENT # 398
ELEVATION ; 285.085'
Basis of Bearing
if/A! ::465f
1£ 18" [;; N _', j,Jd 58
iF fj'~ FJ:; ( 2 Vi J!
j ItI.-''iX/? WF;T 5/f)F
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CITY OF RENTON SHORT PLAT NO LUA-98-022-SHPL
RECORDING NUMBER 9806259011.
It /2" CtfP NY! 21~;'6!i '
If. /2' (jJ;) S ::4 ;,/j
Surveyor
SADLER! BARNARD & ASSOCIATES, INC.
717 W. STEWART
PUYALLUP, WA 98371
PH, (253) 848-5170
FAX. (253) 848-5246
CONTACT: MIKE LUNA
/
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FOOTING DRAIN LINE
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. --------CLEANOUT
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~WATER METER
_______ SIDE SEWER PIPE
--------SEWER CLEANOUT
---------------SiDE SEWER CONNECTION
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• Checked for Compliance to City Standards
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General Sewer Notes
UNLESS OTHERWISE SPECIFIED:
FOU//f) / )///
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Zanatta Townhomes
2210 NE 10th st.
--
i/J~ f57' CALC
SITE PLAN REVIEW
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PLUG & PUNCH IN CONC. IN CASE
CITY OF RENTON MONUMENT # 398
ELEVATION = 285.085'
Basis of Bearing
CITY OF RENTON SHORT PLAT NO LUA-98-022-SHPL
RECORDING NUMBER 9806259011.
20 0 10 20 40
~~~-~-~"--!~I_~I
Scale 1"=20'
General Site Notes
Surveyor
SADLER/ BARNARD & ASSOCIATES, INC.
717 W. STEWART
PUYALLUP, WA 98371
PH. (253) 848-5170
FAX. (253) 848-5246
CONTACT: MIKE LUNA
TOTAL PROPERTY AREA: 63,550.44 (1.46 AC)
PROPERTY DEDICATION: 4,345.16 (0.10 AC)
AREA OF WORK: 63,550.44 (NOT INCLUDING AREA WITHIN EX ROW)
TYPE AND LOCATION OF FILL ORIGIN TO BE DETERMINED BY CONTRACTOR FROM AN APPROVED SOURCE.
DESTINATION OF SOIL REMOVED FROM THE SITE SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL
BE AN APPROVED SITE.
EARTHWORK
CUT: 470 CY
FILL: 2300 CY
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PROPERTY LINE
PROPOSED BUILDING
CONCRETE PAVEMENT
CONCRETE SITE PAVEMENT
STAMPED ASPHALT
ASPHALT
STORM DRAINAGE PIPE
:~+-+:::::=:o __ CONNECT TO SD LINE
LANDSCAPE DRAIN
i-----FOOTING DRAIN LINE
Fl.. . -DOWNSPOUT LINE
l~CLEANOUT -TRENCH DRAN
• Checked for Compliance to City Standards
•
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TO DIREIIT WQ
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l' SEDIMENT STORAGE
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2210 NE 10th st.
•
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CAST IRON COVER AND RING MARKED "SD"
REMOVABLE TEST PLUG ----,
FINISH GRADE -------______
0.1. PIPE SIZED AS NECIESSI\RY----~
CONCRErE ---------.-/
FIBER JOINT FILLlER-------------
45' BEND --------------
SEE PLAN FOR I.E.---./
AND PIPE SIZE
45' BEND OR WYE---../
• Checked for Compliance to City Standards
• •
• •
• •
NTS
Storm Drainage Cleanout 1
6' 5.1 " 4"
BUILDING OR GARAGE
SLAB
SLOTTED STELL
W/ LOCK
4" PAVER
2" SAND
6" GRAVEL
ACO KS100S TRENCH DRAII:N~S~YS~TE~M~IIII~I~III~~r
OR APPROVED EQUAL
COMPACTED
SUBGRADE
NTS 2 Not Used
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 WITH 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 PUBLIC 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 UTILITY 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 COMPLErED AND THE POTENTIAL FOR.ON-SITE EROSION HAS PASSED.
7. ALL RErENTION/DErENTION 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.
8. GRASS SEED MAY BE APPLIED 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 WILL 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 0-1557-70. 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 #1 OR BmER INSIDE AND OUTSIDE.
NTS NTS
Not Used 3 Not Used
22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING 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 WILL 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 WHICH 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 WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF
YEAR. GRASS SEEDING ALONE WILL BF ACCEPJABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,
HOWEVER, WHENEVER IT IS IN THE INIERESTOr-THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NmlNG OR OTHER TREATMENT APPROVED BY THE
CITY OF RENTON, OUTSIDE THE SPECIF,IED TIME PERIOD, ,
26. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH 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.
28. THE FOOTING DRAINAGE SYSTEM AND THE ROOF DOWNSPOUT SYSTEM SHALL NOT BE INTERCONNECTED UNLESS SUCH CONNECTION IS AT LEAST 1 FOOT
BELOW THE FOOTING DRAINAGE SYSTEM AND DOWNSLOPE OF THE BUILDING FOUNDATION.
29. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE SEDIMENT OR OTHER HAZARDOUS MATERIAL DO NOT ENTER THE STORM
DRAINAGE SYSTEM.
30. PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF STORM DRANAGE WORK, PIPES AND STORM DRAIN STRUCTURES SHALL BE CLEANED AND FLUSHED. ANY
11. STRUCTURES SHALL NOT BE PERMmED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. OBSTRUCTIONS TO FLOW WITHIN THE STORM DRAIN SYSTEM, (SUCH AS RUBBLE, MORTAR AND WEDGED DEBRIS), SHALL BE REMOVED AT THE NEAREST
STRUCTURE. WASH WATER OF ANY SORT SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR SURFACE WATERS.
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/PUBLIC 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 SUBMITIED 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 OBLIGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLIE 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 COVERED BY THE CONTRACT. 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.
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 WITH 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.
31. DRAINAGE PIPE WITHIN THE RIGHT OF WAY WITH LESS THAN 2 FEET OF COVER SHALL BE DUCTILE IRON.
4
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SITE PL.AN GENERAL NOTES
A. SEE CIVIL DRAl'iINe; FOR. DEMOLITioN OF EXISTIN6 SITE ELEMENTS.
B. SEE LANDSCAPE PLANS FOR LAND5CAPINe; REGUIREMENTS.
SITE FLAN KEYED NOTES
I. TYPICAL Q'X20' PARKIN" STALL(5).
2. DlIMPSTER.
9. VAH ACGESSI6LE STALL.
4. HATCHED AREA -5' I'IIDE AREA OF STAMPI"D AND COLORED ASPHALT.
PATll""N ANDCOI,OR_~ECTION!lY Q~ __
SITE FLAN LEGEND
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EXISTIN6 TREE TO BE SAVED
NEI'I1REE5 / SHRUBS TYP.
CONCRETE SIDEI'IALKff'ATIO
POLE MOUNTE!) LIGHT;
REFER TO ELECTRICAL
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ASPHALT PAVIN"
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HATCHED AREA -SPECIAL PAVING
ACCESSIBLE ROUTE OF "TRAVEL
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PARKIN" SI"N -ACCESSIBILI"TY
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PLANT SCHEDULE
60T ANICAL NAME / COMMON NAME
. Treee
I~--FRAXINUS AMERICANA 'AUTUMN AFPLAUSE'/
,\ Iii
'/
AUTUMN APPLAUSE ASH
-ACER TRUNCATUM X A. / PACIFIC SUNSET MAPLE
PLATANOIDES 'WARRENDRED'
-. -::: TP ::-THUJA PLICATA 'HOGrAN' /
"/ ..:t-It; /I \~ UII~ HOGrAN CEDAR --.... ::: PO :: PICEA OMORIKA / seR6IAN SPRUCE
"/ "-/il II \'I,~
SHRUBS
@ BER6eRIS THUN6e~1I 'AUREA NANA' /
DWARF GOLDeN 6AR6eRR 1
@JPOTeNTILLA FRUTICOSA 'RED ACE'/ RED Ace 6USH CINQEUFOIL
e PINUS MUGrO VAR FUMILLIO / FUMILLIO DWARF MUGrO PINe
<±> eUONYMUS JAPONICUS 'MICROPHYLLUS' / BOXLeAF eUONYMUS
~ SPIREA 'MAGIC CARPeT' / MAGIC CARPeT SPIREA
o CISTUS x COR6ARleNSIS / WHITe ROCKROSe
SIZE SPACINGINOTES
1-.
·1
2" CAL 12'-14' HT I ' • 646, SYMMETRICAL
2" CfL, 12'-14' HT. 646, SYMMETRICAL
I
6'-8' HT. 646, Sr1"iMETRICAL
6'-8' HT. 6.t6, SYMMETRICAL
~5"-18" SPR .36" O.C. FULL AND 6USHY
15"-18" SPR .36" O.C. FULL AND 6USHY
15"-18" SPR 24" O.C. FULL AND 6USHY
18"-21" HT. .36" O.C. FULL AND 6USHY
12"-15" SPR .36" O.C. FULL AND 6USHY
18"-24" HT. 48" O.C. FULL AND 6USHY
<3 VIBURNUM TINUS 'SPRING 6OUQUET' / SPRING 60UQUET LAURUSTINUS
o AR6UTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY TREe
18"-24" HT. .36" O.C. FULL AND 6USHY
18"-24" HT. .36" O.C. FULL AND 6USHY
12"-15" SPR .36" O.C. FULL AND 6USHY ® LAvANDULA SToeCHAS / SPANISH LAveNDeR CUL TIVARS
@seNeCIO 'SUNSHINe' / NCN
o PIERIS JAPONICA 'vALLey VALeNTINe' /
VALLEY VALENTINE PIERIS
15"-18" SPR .36" O.C. FULL AND 6USHY
18"-24" HT. .36" O.C. FULL AND 6USHY
® HeLICTOTRICHON SEMFERVIRENS 'SAPHIRSPRUDEL' / I GAL. .36" O.C. FULL AND 6USHY
SAPHIRE BLue OAT GRASS
e PENNlseTUM ALopeCUROIDES 'HAMELN' / DWARF FOUNTAIN GRASS I GAL.
@ HYDRANGEA QUERCIFOLIA 'SNOWFLAKE' / SNOUFLAKE
OAKLeAF HYDRANGEA
GROUNDCOVERS
. m RU6US CAL YCINOIDES 'EMERALD CARPeT'/ 6RAMBLe
t::.c-:::j PfCHYSAND~ TeRMINAL IS / JAPANESe PACHYSANDRA
!mill SARCOCOCCA HOOKERIANA VAR HUMILIS /
I 1 .. :1 ~:::;~RCOCOCCA
PLANTING NOTES
5 GAL.
.36" o.c. FULL AND 6USHY
.36" O.C. FULL AND 6USHY
18'! . .Q.C., FULL AND 6USI-IY .
12" O.C., FULL AND 6USHY
18" O.C., FULL AND 6USHY
I. ALL PROPOSeD LANDSCAPe AREAS TO 6e WATERED 6Y AN AUTOMATIC IRRIGATION SYSTEM.
2. ALL PLANTING BeD AREAS TO RECEive 2-INCHES 6ARI<. MULCH
.3. ALL eXISTING TREes AND SHRUBS TO 6E REMOVED. TOTAL TREes PROVIDED (.32), TOTAL TREES
REMOVED (.31)
NORTH
20' 40' ~O'
.ir:;VELOPMENr
CITY OF fflEf;;.,.'1J~NING
Scale: 1"=20'-0" FEB ~ 1 2U07
RECEIVED
LANDSCAPE
ARCHITECTS
SB & ASSOCIATES, INC.
1148 NW LEARY WAY
SEATTLE. WA 98107
(206) 789·2133 Fax (206) 789-2186
MI.CHAEL R, LAMB
CERTIFICAJE NO, 519
REVISIONS
SCALE: I" • 20' DESIGN: ElW I ML
DATE: 01-23-01 DRAWN: ElW I ML
L-1
1 OF 1 SHEETS