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Home My WebLink AboutD-373102c, r` C�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—CONSTRUCTION MEETING. SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. — — EDGE OF PAVEMENT CONC CONCRETE THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT — — — — — — LANE LINE 5. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE. CTRL CONTROL WHENEVER CONSTRUCTION IS IN PROGRESS. 0 0 FENCE LINE CSBC CRUSHED SURFACING BASE COURSE 5. LETTER TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM FENCE LINE 6. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS DEPT. DEPARTMENT CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT AND NUMBERS WILL BE BLACK. A A RETAINING WALL DIA DIAMETER SURVEYOR AND APPROVED BY THE CITY. ----------TV- ry UNDERGROUND CABLE —TV LINE D/W DWG DRIVEWAY DRAWING 6 LETTER SIZE. 4" LETTERS ARE 1/2" WIDE; 3" LETTERS ARE 3/8" WIDE; 7. TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO 2" LETTERS ARE 1/4" WIDE. — — — — — FIT— UNDERGROUND COMMUNICATION LINE OVERHEAD ELECTRICAL LINE E FASTING ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH APPROVED TEMPORARY EROSION AND SEDIMENT CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORY MAINTAINED ---P ELEC ELECTRICAL UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON —SITE — — — — — BP— UNDERGROUND ELECTRICAL LINE ELEV/EL ELEVATION EROSION HAS PASSED. EOP EDGE OF PAVEMENT O, — — — — — BT— UNDERGROUND FIBER OPTIC LINE ESC EROSION AND SEDIMENTATION CONTROL 8. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. 2 D UNDERGROUND NATURAL GAS LINE EXIST/EX EXISTING FLUSHING STREETS WITH WATER WILL NOT BE ALLOWED. Sunset Community Low Impact Development Retrofit Green Connection: S -----So-----SD- UNDERGROUND SANITARY SEWER LINE —So UNDERGROUND STORM DRAIN LINE FT FEET 9. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. Harrington Avenue NE ECbLdG This project IS funded In part b the ` �......... „ P 1 P Y GALV GALVANIZED UTILITIES SHOWN ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID Washington State Department of Ecology +� — — — — — W— UNDERGROUND WATER LINE GPS GLOBAL POSITIONING SYSTEM UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION CENTER FUNDING: ® CONTROL POINT (MISCELLANEOUS) GV GATE VALVE (1-800-424-5555) 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AND OBTAIN ON -SITE DEPARTMENT OF ECOLOGY GRANT: $675,000 4'0" UTILITY LOCATIONS. CITY OF RENTON SURFACE WATER UTILITY SHARE: $225 000 ° CONTROL POINT (OTHER) HORIZ HORIZONTAL TOTAL: $900,000 GATE POST 10. CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY PROJECT MANAGER: BETH TAN, 425-430-7247, Btan@rentonwa.gov D INSIDE DIAMETER THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL CONSTRUCTION CONTRACT AMOUNT:(awarded amount) a SINGLE POST SIGN IE INVERT ELEVATION PROVISIONS. CONTRACTOR: (name & contact info) SCHEDULE: (month/year to month/year) �a DOUBLE POST SIGN LF LINEAL FOOT 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR III MAILBOX LP LOW POINT SHALL SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. 1'O" 4'x8'1/2" EXTERIOR PLYWOOD ® LT LEFT, LIGHTING JUNCTION BOX (SMOOTH BOTH SIDES,ABX) BOREHOLE 2. DRAINAGE STRUCTURES AND RELATED DETAILS SHALL CONFORM TO CITY OF RENTON STANDARD 2"X4"DIAGONAL BRACE 0 COMMUNICATION MANHOLE MAX MAXIMUM DETAILS. DF STD & BTR, TYR TVABOVE ® SANITARY SEWER MANHOLE MH MIN MANHOLE MINIMUM ROADWAY (MIN) i ❑ o STORM DRAIN CATCH BASIN MISC. MISCELLANEOUS 13. FOR CATCH BASIN AT THE CURB, THE OFFSETS SHOWN ON PLANS ARE TO THE FACE OF CURB. FOR STRUCTURES AT THE BIORETENTION SWALE, THE OFFSETS ARE TO THE CENTER OF GRATE. 4"X4"X12'VERTICALPOSTS TREATED, 1- MON. MONUMENT —7— ® STORM DRAIN MANHOLE OR O 14. ALL PIPE TRENCH BACKFILL SHALL BE IMPORTED TRENCH BACKFILL UNLESS THE NATIVE SOIL IS CATCH BASIN TYPE 2 N NORTHING SUITABLE FOR BACKFILL AND APPROVED BY THE ENGINEER. NAVD NORTH AMERICAN VERTICAL DATUM ° COMMUNICATION UTILITY PEDESTAL NGVD NATIONAL GEODETIC VERTICAL DATUM 15. FOR STORM DRAIN CROSSING OF UTILITIES WHERE THERE IS LESS THAN 1'-0" VERTICAL GUY ANCHOR NO. NUMBER CLEARANCE BETWEEN PIPES, PLACE 1' X 1' X 4" STYRENE FORM BETWEEN PIPES. TY NTS NOT TO SCALE 0— GUY POLE 6. BEDDING FOR STORM SEWER PIPE SHALL BE PER CITY OF RENTON STANDARD PLAN 220.00 O- LIGHT POLE WITH ONE ARM OC ON CENTER "PIPE COMPACTION DESIGN AND BACKFILL". OHW ORDINARY HIGH WATER o POWER POLE 17. ABANDON OR REMOVE EXISTING WATER LINE AFTER THE NEW WATER LINE IS INSTALLED AND IN SERVICE. i LIGHT POLE WITH NO ARM PC POINT OF CURVATURE ® PROP PROPOSED ELECTRICAL JUNCTION BOX PT POINT OF TERMINAL ® ELECTRICAL PANEL BOX SECTION INDICATOR 0 FIBER JUNCTION BOX R RADIUS REF REFERENCE GAS VALVE REINF REINFORCEMENT DRAWING ON WHICH SECTION IS CUT (C-1): ROW RIGHT OF WAY ❑ CATCH BASIN RT RIGHT Q] TRAFFIC JUNCTION BOX SECTION LETTER SD STORM DRAIN A - R - FIRE HYDRANT SDCB STORM DRAIN CATCH BASIN C-5 FIRE DEPARTMENT CONNECTOR SDMH STORM DRAIN MANHOLE DRAWING REFERENCE NUMBER WATER VALVE PIV SS SANITARY SEWER ON WHICH SECTION APPEARS STA STATION i D4 ►� WATER VALVE STD STANDARD B3 ® WATER METER T TOWNSHIP DRAWING ON WHICH SECTION APPEARS (C-5): TREE TJB TELEPHONE JUNCTION BOX SECTION LETTER EROSION AND SEDIMENT CONTROL SECTION Q BUSH TYPC TEMPORARY YPICAL O STUMP SCALEUTIL rDRAWNG UTILITY O WATER PRESSURE REDUCTION VALVEUNDGND UNDERGROUND REDUCER REFERENCE E VERT VERTICAL NUMBER ON WHICH SECTION IS CUT W WATER LINE DRAINAGE STRUCTURE ID: WM WATER METER 3i WSDOT WASHINGTON STATE DEPT. OF TRANSPORTATION X-Y 9 WSEL WATER SURFACE ELEVATION WV �,�,�pC�� VALVE DRAINAGE STRUCTURE ID aT�A"Wa. SITE PLAN SHEET NUMBER 19]�][1L1[4lG11 DRAWING ON WHICH DETAIL IS REFERENCED (C-1): DETAIL NUMBER C15 DRAWING REFERENCE NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL IS APPEARS (C-5): DETAIL DETAIL NUMBER SCALE 2C-1RAWING REFERENCE NUMBER ON WHICH DETAIL IS REFERENCED PROJECT SIGN DETAIL NTS TYP a RECOMMENDED V NSA E N/A I—. . wi9 �05/05/201 FOR APPROVAL �'�• �. STICK CITY OF HARRINGTON AVENUE NE PHASE II RENTON SUNSET COMMUNITY - GREEN CONNEC1I0I,I oBY J. wi�soN DATUM w C44211ASsIm BY ) °"`°R. CHUNG � Planning/Building/Public Works Dept. ABBREVIATIONS 1 LEGEND 1 GENERAL NOTES G - 2 T N0, REVISION BY DATE APPR . scene ..ccoxoixar cam. �D. ATCHISON 2 24 D-373102