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Home My WebLink AboutD-226602Lli (V r; N !Z SURVEY CONTROL DATA POINT NO. NORTHING (FT) FASTING (FT) ELEVATION (FT) DESCRIPTION CITY OF RENTON SURVEY CONTROL NETWORK POINTS 159 806 I 185,003.436 7,311,367.817 415.95 A 1-1/2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4 "x4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE INTERSECTION OF NE 12TH ST. & UNION AVE N.E. A 2 DISC WITH PUNCH MARK ON A 4x4 CONCRETE MONUMENT CASE AT INTERSECTION OF NE 10TH ST & UNION AVE NE 1848 183,691.463 1,311,377.397 411.28 A 1 -1/2' FLAT BRASS DISC WITH A PUNCH MARK ON A 4'x4" CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE INTERSECTION OF NE 8TH COURT UNION AVE NE 7894 186,648 -380 1,311,364.044 A 6" MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE CH2M HILL SURVEY CONTROL POINTS 121 184,980.197 1,312,246.650 409.73 1 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 122 184,974.237 1,312,481.582 410.57 "PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 123 185,646.293 1,312,553.230 414.92 "PK" NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 124 185,701.699 1,311,995.147 4?1.39 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 125 185,900.547 1,312,015.538 406.94 -PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 126 186,097.894 7 ,312,017.9? 5 399.06 'PK' NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP 127 186,566.344 1,312,040.658 397.17 °PK" NAIL IN CURB AT LOCATION SHOWN ON MAP 128 186,549.580 1,311,392.169 395.20 'PK- NAIL IN CURB AT LOCATION SHOWN ON MAP TBM1 417.67 FIRE HYDRANT AT NE 11TH ST & ANACORTES AVE, WEST BOLT TBM2 TBM3 TBM4 414.40 419.07 402.57 FIRE HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST NORTH BOLT TBM5 j 397.65 LEGEND EXISTING PROPOSED ® CATCH BASIN TYPE 1 i ® CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE POWER POLE FIRE HYDRANT VALVE WATER METER - CATCH BASIN TYPE I RIP RAP OR QUARRY SPALLS �o 0 _415— CONTOUR 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 D SHEET NUMBER (REPLACED M -2 WHERE SHOWN WITH A LINE ON DRAWING IF TAKEN AND WHERE SECTION OR SHOWN ON DETAIL iS SHOWN: SAME SHEET) Vii-- ��- ��6�► LEGEND Ii j I ® � SURVEY CONTROL POINTS I TB 4 124 TBM2 -- ® B -7 SOIL BORING LOCATIONS N I ®126;: I i w ' DR -1 I I Z I U I I Z � -------------------------- i � i is; DR -2 i 125 j i i --DR -3 -i I - - - - - - -- 'PK° NAIL IN ASPHALT 15' EAST DRIVEWAY C� HOUSE 4100 'Y" ® NE 1�iTH PLACE FIRE HYDRANT 348 TOP BOLT AT ENT OF WHITMAN COURT N. NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT 127. TBM2 NE 11TH ST B -3® 12 I I A. I I TBM1 ABBREVIATIONS GENERAL NOTES - ! ABND ABANDONED 1_ CALL UNDERGROUND UTILITY LOCATE SERVICE---- -_. —�_ J- - : B- 6�---- - - - - -- I ACP ASPHALT CONCRETE AT TELEPHONE NUMBER 1- 800 - 424 -5555 A DR-4 �- T__J- - 1 I PAVEMENT MINIMUM OF TWO BUSINESS DAYS PRIOR TO ! SOT BOTTOM ANY EXCAVATION. f I- I \ j - -_____ I I :TT - - - - -__ CB CATCH BASIN ! ! \ j CL CLASS 2. ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL CENTERLINE DATUM (NAVD) 1988. TO OBTAIN' ELEVATIONS TO \_ I i i I �. ,y-� CSBC CRUSHED SURFACING OTHER DATUMS: NATIONAL GEODETIC VERTICAL BASE COURSE DATUM 1929 - SUBTRACT 3 -58 FEET DIP DUCTILE IRON PIPE j I j j I DWG DRAWING 3- COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED 19833/1991 E EAST, FASTING DATUM EXIST, EX, EXST EXISTING FT FOOT 4_ EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING i RECORDS AND OTHER SOURCES. THE INFORMATION / - - - - -- FH FIRE HYDRANT J ®�— - - -�— _ O - -- GV GAS VALVE IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY. NE 10TH PL B -5 G GAS THERE MAY BE DISCREPANCIES AND OMISSIONS. Q 2 CPEP CORRUGATED — �B -4 1 j POLYETHYLENE PIPE 5_ ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR ! i I I T �, °/� DR-8 EST ESTIMATE UNLESS SPECIFICALLY STATED OTHERWISE. I Z f I JB JUNCTION BOXr w i I ! ! i i DRi-5 LF LINEAL FEET 6_ EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED Q L__ -_ ;l LT LEFT FROM MARCH 1997 FIELD SURVEY INFORMATION BY '' t i ° : I MH MANHOLE CH2M HILL f OZ I nn c - �_ ■ 0 N OR N_ NORTH, NORTHING urx 0 NE NORTHEAST 7. HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS j rn [ ! ! NGVD NATIONAL GEODETIC > TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO I j I THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY VERTICAL DATUM NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED RTS R 6HT O SCALE HORIZONTALLY_ I I I I _I -__L- �® -7 �_ NE 10TH ST �- - - - ---------L------------ S SOUTH 8. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND —T —T 121 B -8 122 SD STORM DRAIN OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE SS SANITARY SEWER LINES THAT ARE SHOWN ARE LOCATED BY POINT -TO- POINT, F— SSS SANITARY POLE OR TOWER TO POLE OR TOWER_ DETERMINE THE I j SIDE SEWER j__ CONSTRUCTION ACTIVITIES EXTENT OF HAZARDS OR IMPACTS ON SSMH SANITARY CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, I III I I I I SEWER MANHOLE TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND j f I -_ DR—:7 STA STATION FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY SW SOUTHWEST LAW AND REGULATIONS- PRIOR TO CONSTRUCTION, MEET WITH �- I I j ; j L— __ I I I T TELEPHONE UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND I— — - --j i TYP TYPICAL TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT W WEST MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND WV WATER VALVE TO AVOID DISRUPTION OF SERVICE. W WATER _ - - - - - -- 9. MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE SITE MAP DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. SCALE: !"=100' 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 V �Eteid,�, OR TO BE ABANDONED)- 12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT RECOMMENDED OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS. FOR APPROVAL `�rp313. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY By -0-- a. 5 as -o IN ACCORDANCE WITH SECTION 1- 07.16 OF THE WSDOT STANDARD sv " fCAAL SPECIFICATIONS. j- �aa 4 -ZS-oy CH2M HILL NA �` �m nW+� CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. r.�ay 2003 i R CHUNC RENTON DETENTION POND AND STORM SYSTEM J. �� H i LL PRA �° �NM IMPROVEMENT PROJECT R. aoAMS� Planning /Building /Public Works Dept OVERALL SITE PLAN AND 0 BY DATE APPR PeN - (-2 LEGEND' V 2 17 SCANNED N* 292004 00 Pj —121216161012 R- G-1 L19-3 n