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Home My WebLink AboutD-226611c-vlc-FIND no(_,�nr�OE_n ❑l /( CATCH BASIN TYPE I 0 ( - CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE POWER POLE FIRE HYDRANT VALVE WATER METER SURVEY CONTROL DATA FION (REPLACED ASPHALT CONCRETE DESCRIPTION JTROL NETWORK POINTS 95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" r SHOWN ON CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE SAME SHEET) AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E_ A 2" DISC WITH PUNCH MARK ON A 4 "x4" CONCRETE MONUMENT CSBC CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE 28 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" CONCRETE DIP POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE DWG INTERSECTION OF NE 8TH COURT & UNION AVE NE E A 6" MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE POINTS EXISTING 73 "PK" IN PAVEMENT AT LOCATION SHOWN ON MAP 57 : _NAIL "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )2 _ "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 59 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )4 "PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP )6 "PK' IN PAVEMENT AT LOCATION SHOWN ON MAP 17 _NAIL "PK" NAIL IN CURB AT LOCATION SHOWN ON MAP ?0 "PK" _NAIL IN_CURB AT LOCATION SHOWN ON MAP 37 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT m FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST, NORTH BOLT )7 I "PK" NAIL IN ASPHALT, 15' EAST DRIVEWAY @ HOUSE # 4100, Y" Q NE 11TH PLACE_ 57 _ FIRE HYDRANT #348, TOP BOLT, AT ENT OF WHITMAN COURT N. 35 NORTHWEST DOLT OF LIGHT POLL NEXT TO SURVEY CONTROL POINT 127. CATCH BASIN TYPE 1 188E RIP RAP OR QUARRY SPALLS 415— CONTOUR - < -X- FENCE LINE NOTE: EXISTING PIPING AND SITE FEATURES ARE SHOWN LIGHT -LINED AND /OR SCREENED AND ARE NOTED AS EXISTING. NEW PIPING AND SITE FEATURES ARE SHOWN HEAVY- LINED, SECTION AND DETAIL DESIGNATORS SECTION (LETTER) OR ON DRAWING DETAIL (NUMBER) WHERE SECTION OR DESIGNATION DETAIL IS TAKEN: "'� SHEET NUMBER M -2 WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: SHEET NUMBER(S) WHERE TAKEN SHEET NUMBER ABANDONED (REPLACED ASPHALT CONCRETE WITH A LINE PAVEMENT IF TAKEN AND BOTTOM SHOWN ON CATCH BASIN SAME SHEET) CLASS CENTERLINE Xw P - 07 - ss66 ABBREVIATIONS ABND ABANDONED ACP ASPHALT CONCRETE PAVEMENT BOT BOTTOM CB CATCH BASIN CL CLASS CENTERLINE CSBC CRUSHED SURFACING BASE COURSE DIP DUCTILE IRON PIPE DWG DRAWING E EAST, FASTING EXIST, EX, EXST EXISTING FT FOOT FH FIRE HYDRANT GV GAS VALVE G GAS CPEP CORRUGATED POLYETHYLENE PIPE EST ESTIMATE JB JUNCTION BOX LF LINEAL FEET LT LEFT MH MANHOLE N OR N. NORTH, NORTHING NE NORTHEAST NGVD NATIONAL GEODETIC VERTICAL DATUM NTS NOT TO SCALE RT RIGHT S SOUTH SD STORM DRAIN SS SANITARY SEWER SSS SANITARY SIDE SEWER SS M H SANITARY SEWER MANHOLE STA STATION SW SOUTHWEST T TELEPHONE TYP TYPICAL W WEST WV WATER VALVE W WATER ORIGINAL PLANS STAMPED BY: WYMAN REID ADAMS ON 5/27/03 PE #39578 EXPIRES: 4/25/04 0o Reia '90' /UWAL �aG� GENERAL NOTES 1. CALL UNDERGROUND UTILITY LOCATE SERVICE AT TELEPHONE NUMBER 1- 800 -424 -5555 A MINIMUM - OF TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2. ELEVAT K�NS ARE TO NATIONAL ADJUSTED `VERTICAL DATUM (NAVD) 1988. TO OBTAIN ELFVATiONS TO OTHER DATUMS: NATIONAL GEODET;C VERTICAL DATUM 1929 - SUBTRACT 3:58 FEET 3. COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED DATUM 1983//991 4. EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS AND OTHER SOURCES. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. 5. ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR UNLESS SPECIFICALLY STATED OTHERWISE. 6. EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED FROM MARCH 1997 FIELD SURVEY INFORMATION BY CH2M HILL. 7. HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED HORIZONTALLY: 8. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT -TO- POINT, POLE FOR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. 9. MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. 10. RIGHT -OF -WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. 11. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED). 12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. 13. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY IN ACCORDANCE WITH SECTION 1 -07.16 OF THE WSDOT STAND ARI SPECIFICATIONS. CH2MHILL NO. REVISION I '�CH2M HILL omaEa R. CHUNG owwm J. PRETS ADAMS BY DATE APPR �ZR, T. PLATIN CITP NAAP AS-BUILT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 5/28/03 RONALD STRAKA 5/28/03 BY SCAM CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. NA w MVM wu �asi7aa� RENTON DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT a RU ❑ATllM e I �—/ I Planning /Building /Public works beet. OVERALL SITE PLAN AND F Wr ONE IM 9" "�'MY LEGEND k SCANNED - ACT -0 -8 20&f la-P , 0 - -2 66 /% — s MAY 2003 mom mNa G -2 m 2 17