HomeMy WebLinkAboutTRO4102099.1GENERAL NO TES
NW 114 OF SEC. 19, T 23 N, R 5 E, W.M.
LEGEND
1. BEFORE ANY C0NS7RUC770N OR DEVELOPMENT AC77WTY OCCURS, A PRE-CONS7RUC77ON MEETING MUST BE HELD WITH THE
CITY OF RENTON PUBLIC WORKS, DESIGN ENGINEER.
2. ALL CONS7RUC710N SHALL BE IN ACCORDANCE WITH 774E "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION" PREPARED BY W.SD.0.T., AND 774E AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), AS AMENDED
BY 774E CITY OF RENTON DEPAR7MENT OF PUBLIC WORKS
J. THE STORM DRAIN SYSTEM SHALL BE COAlS7RUC7FD ACCORDING TO 7HE APPROVED PLANS WHICH ARE ON FILE IN 774E
DEPARTMENT OF PUBLIC WORKS ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER U77LITY.
4. A COPY OF 774ESE APPROVED PLANS MUST BE ON THE JOB SI7F WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY 7HE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
REFERENCE BENCHMARK AND ELEVA TONS ARE NO TED ON 774E PLANS
6. ALL SEDIMENTATION/EROSION FACIU77ES MUST BE IN OPERA77ON PRIOR TO CLEARING AND BUILDING CONS7RUC770N,
AND THEY MUST BE SA 77SFACTORIL Y MAINTAINED UN77L C0NS7RUC770N IS COMPLETED AND 7HE P07EN77AL FOR ONSITE-
EROSION HAS PASSED.
7. ALL RE7E70ON/DETE-NT70IV FACIL177ES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNC770N WITH ALL
CONSTRUC770N AC77WTY UNLESS 07HERWISE APPROVED BY 77-1E DEPARTMENT OF PUBLIC WORKS, STORM WATER U77LITY.
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 ARCH17E-CT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,
STORM WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA7701V IN ACCORDANCE WITH SEC77ON
7-02 J(1) OF 774E CURRENT STATE OF WASHINGTON STANDARD SPECIRCA77N FOR ROAD AND BRIDGE CONS7RUC710N. 7HIS
SHALL INCLUDE NECESSARY LEVELING OF 7HE 77?ENCH BOTTOM OR 774E TOP OF 774E FOUNDA77ON MATERIAL AS WELL AS THE
PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MA7FR/AL TO UNIFORM GRADE SO THAT 7HE EN77RE LENGTH OF 774E PIPE
WILL BE SUPPORT ON A UNIFORMLY DENSE UNYIEDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" WITH THE
EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MIN. 957. FOR PAVEMENT AND STRUCTURAL FILL
AND 907 0774ERWSE PER AS774 D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" UNDER AND OVER P. V.C. PIPE.
10. GALVANIZED S7FEL AND ALUMINIUMIZED STEEL PIPE FOR ALL DRAINAGE FACIU77ES SHALL HAVE ASPHALT 7REA7MENT #1
OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' FEET OF 7HE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15'
FEET FROM 774E 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 EXIS77NG PUBLIC RIGHT=OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY
APPROVED BY 774E CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PR07EC77ON OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO
A DEPTH OF 1' FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS° 4"-8"/409-707 PASSING, 2"-4" ROCK/309-409
PASSING; AND -2" ROCK/107.-201-. PASSING.
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15. ALL BUILDING DOWNSPOUTS AND F0077NG DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS TOP SD = 13.60.E --
APPRO VED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY AN A CCURA TEL Y DIMENSIONED SURFA CE=19.6 7
CERTIFIED "AS -BUILT' DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION.
TOP SS = 14.51 f
16. ISSUANCE OF THE BUILDING OR CONSIRUC77ON PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE 57LF 4' 0 -
CON77NUING LEGAL OBLIGATION AND/OR LIABILITY CONNEC7ED WITH STORM SURFACE WATER DISPOS1770N. FURTHER, 774E CITY PVC SCHD. 80
OF RENTON DOES NOT ACCEPT ANY OBLIGA7ION FOR T74E PROPER FUNC770NING AND MAINTENANCE OF THE SYSTEM PROVIDED SURFA CE= 19.4 7
DURING CONSTRUCTION.
TOP W =16.47E
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PRO7FCTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED AC77ONS TO PR07FCT 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 Wl7HIN THE
TRAVELED RIGHT-OF-WAY THAT MAY /NTERUPT NORMAL 7RAFFIC FLOW SHALL REQUIRE AN APPROVED 7RAFFIC CONTROL PLAN BY
174E 7RAMC ENGINEERING DIV. OF 774E DEPAR7MENT OF PUBLIC WORKS. ALL SEC77ONS OF THE W.SD.0. T STANDARD
SPECIFICA 77ONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PR07FC77ON AREA.
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THE CONTRACTOR SHALL BE REPONSIBLE TO POT HOLE AT EXISTING
UTTLI TY CROSSINGS TO DETERMINE THE DEPTH OF THE EXISTING
UT7LI TIES.
IF ADEQUATE COVER CAN NOT BE MAINTAINED FOR THE NEW
4" CONDUIT, IT SHALL BE INSTALLED BELOW THE EXISTING
UTILITY TO THE REQUIREMENTS OF THE RESPECTIVE
UTILITY COMPANIES.
TRO - 41 - 2099
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- - - - T - - - EXIS77NG TELEPHONE
= SS = _ = EXISTING SANITARY SEWER
_ _ = SD = _ = EXISTING STORM DRAIN
W =_= EXISTING WATER
20- RIGHT OF WA Y
EXISTING BUILDING
BENCHMARK = RIM 'SANITARY SEWER MANHOLE o SPRINKLER HEAD SPH
595 SOUTH OF S. 7th ST
ELEV=19.38
PROPOSED ELECTRIC HAND HOLE (HH)
AS -BUILT WAS PREPARED BY TOUMA ENGINEERS FROM
INFORMATION PORV,'DED BY THE CONTRACTOR.
LEGAL DESRIP TION (715 LIND A VE. SW)
TAX LOT 61
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY WASHINGTON, DESCRIBED AS
FOLLOWS.•
o BEGINNING AT 774E NOR77-IWE"ST CORNER OF SAID SEC7701V 19; 7HENCE SOU7H 897025"
EAST 762.32 FEET 7HENCE S°OU774 0173'10" WEST 510 FEET TO THE TRUE POINT OF
G • BEGINNING, THENCE COIV77NUING SOUTH 0173'10" WEST 260 FEET, THENCE SOUTH
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89'10'25" EAST 160 FEET; THENCE SOUTH 20 FEET; THENCE SOUTH 8970'25" EAST
96 FEET, ]HENCE NORTH 8970 25 WEST 256 FEET TO 774E 7RUE POINT OF BEGINNING.
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LEGAL DESCRIPTION (720 LINO A l/E. SW)
TAX LOT 60
THAT POR77ON OF GOVERNMENT LOT 1 OF 774E NORTHWEST QUARTER OF SEC77ON 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS
FOLLOWS:
BEGINNING AT 774E NOR 774WE-ST CORNER OF SAID SEC77ON 19, THENCE SOUTH 897025"
EAST 1098.32 FEET, THENCE SOUTH 0173'10" WEST 40 FEET TO 774E 7RUE POINT OF
BEGINNING; THENCE CON77NUING SOUTH 0173'10" WEST 336 FEET; THENCE SOUTH
89*1025" EAST 297 FEET; THENCE NORTH 0173'10" EAST 336 FEET; THENCE NORTH
8970'25" WEST 297 FEET TO THE TRUE POINT OF BEGINNING.
EXIS77NG ASPHALT CONCRETE
GREATER THAN 3" THICK.
- ----- - ----
FINAL JOINT MUST
BE SAWCUT 6" -
6 MIN. CRUSHED SURFACING
ff TOP COURSE(5/8" MINUS).
�` COMPACTED CRUSHED (1-1/4" MINUS)
N 0 TES:
BACKFILL.
1. THIS PLAN REPRESENTS A SEARCH OF AVAILABLE
DRAWINGS FOR EXIS77NG UTILITIESS, THE CONTRACTOR SCHEDULE 80 PVC REQUIRED UNDER
SHOULD BE AWARE THAT THERE COULD BE ADD177ONAL PUBLIC ROADWAY SECTIONSS,
UTlLI77ES NOT SHOWN ON 77-IIS PLAN.
2. ALL CONCRETE REPAIRS SHALL BE TO THE NEAREST
JOINT FOR SIDEWALKS AND DRI VEWA YS.
J. THE CONTRACTOR SHALL BE RESPONSIBLE TO REESTABLISH
EX SDMH & RESTORE ALL LANDSCAPING, SPRINKLERS SYSTEMS, SIGNS
R/M=19 29 VEGETATION, ETC., THAT MAY BE DISTURBED OR DESTO YED
IE=11.87-21" DURING INSTALLATION OF THIS 4" PVC CONDUIT.
II CALL FORTY-EIGHT (48) HOURS
Of BEFORE YOU DIG
EX. SS MH 1-800-424-5555
I RIM=19.38
t 1E=12.65-8"N,S, W
4" MIN. ASPHALT CONCRETE
(2 LIFTS)
4
° e ° PV(, • e o °
24" MIN.
GRA VEL
TRENCH & PA I/EMENT REPAIR
DETAIL
1. SEE SEC77ONS 7-18 AND 2-09 FOR PATCHING AND BACKF7LLING SPECIFICA7IONS
2. ALL 7RENCHES IN ROADWAY AREAS SHALL BE BACKFTLLED AND PATCHED WI7H
TEMPORARY ASPHALT AT 774E END OF EACH WORK DAY, UNLESS PERMISSION IS GRANTED TO
DO OTHERWISE BY THE CITY ENGINEER AND 774E CITY TRAFFIC ENGINEER.
J. ALL 1 FMPORAR Y PATCHES ON 7RENCHES SHALL BE PERMAIVEA17L Y PATCHED WI THIN ONE
WEEK OF COMPLE7ION OF WORK Wl774IN 774E ROADWAY AREA.
4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE HALF 174E
DEP 7H OF 774E EXIS77NG PA VEMENT SLAB.
TOUMA ENGINEERS
15668 West Valley Hwy • Seattle, WA 98168 (206) 255-4100
NO. I REVISION I BY I APPR. I DATE
T-2c y
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
KA YE SW M ENTERPRISES
FIBER OPTIC CONDUIT LOCA 77ON
JOB NO.
DESIGNED: GS
DATE: FEB. 1991 674-001-931
DRAWN: DT SCALE DWG -NO
CHECKED: UT 1 =2O 67401PLN
APPROVED: SHEET: 1 OF: 1