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HomeMy WebLinkAboutzR-3653Setw m z° 0 N �O hX �o �v lz Q h PORTION OF NE 1/4 OF SAC 16, FF AD4b1.50 GPRPORS 871 =' 56440'40 °E PAD 2 1=F,= 461.50 t_ PAD 3 FF 462.00 PAD 4 FF = 463,50 GPRRORj GPRP CRZ GPRPORC S L, "IO'40° E EX 10' DI W 681 D W w SITE 254 I I I I I IF II L_ V a z n T 23 NI R 5 E., W. M. v> o o I o.o0 N846' 45.76' I —� 0 O � 2 o ,y1 10.00' O I � I I I I I I I � w Li co a w w 0 Y co iz a M I f_ d W 0 o. zl^ L w M W I I U M N u� I I. 0 p + N r- I I � I w74- I STq Ox v p I o � I EX 10 "DI I A62y loo° I �`s I?s O I I EXISTING LIGHT POLE I TO BE REMOVED AND PLACED ON WEST SIDE OF IMPROVEMTS AS NOTED ON THIS PLAN I I ^� I hX �O I �v QP Q I � I137.50' I I w w 681 D I "AS- BUILT" NOTE: I"AS— BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. R- 365308 SHEET INDEX Ld z w APPROVAL w C2 N84' •1W DATE z w Q 20 -0 DATE XISTING LIGHT POLE STORM DRAINAGE PLAN Q C5 TO BE REMOVED AND PLACED w Of w 69 ON WEST SIDE OF IMPROVEMTS z O L' i C8 AS OTED ON THIS PLAN I :5 NE 4TH STREET o N I C11 y & NOTES QO C12 TREE RETENTION PLAN C13 STREET LIGHTING PLAN F A jq non v> o o I o.o0 N846' 45.76' I —� 0 O � 2 o ,y1 10.00' O I � I I I I I I I � w Li co a w w 0 Y co iz a M I f_ d W 0 o. zl^ L w M W I I U M N u� I I. 0 p + N r- I I � I w74- I STq Ox v p I o � I EX 10 "DI I A62y loo° I �`s I?s O I I EXISTING LIGHT POLE I TO BE REMOVED AND PLACED ON WEST SIDE OF IMPROVEMTS AS NOTED ON THIS PLAN I I ^� I hX �O I �v QP Q I � I137.50' I I w w 681 D I "AS- BUILT" NOTE: I"AS— BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. R- 365308 SHEET INDEX Ld z w APPROVAL w C2 z DATE z w Q > DATE > STORM DRAINAGE PLAN Q C5 Q w Of w 69 0 z O L' i C8 SANITARY SEWER PROFILES :5 NE 4TH STREET C10 WATER SYSTEM PLAN GREENWOOD NE 3RD MEMORIAL PARK NE 2ND STREET VICINITY MAP GRAPHIC SCALE so 0 o Cl COVER SHEET APPROVAL BY C2 TEMP EROSION CONTROL PLAN DATE C3 TEMP EROSION CONTROL DETAILS BY DATE C4 STORM DRAINAGE PLAN N C5 STORM DRAINAGE PROFILES 0, C6 STORM DRAINAGE NOTES C7 SANITARY SEWER PLAN I.` W C8 SANITARY SEWER PROFILES C9 SANITARY SEWER NOTES C10 WATER SYSTEM PLAN C11 WATER SYSTEM DETAILS & NOTES QO C12 TREE RETENTION PLAN C13 STREET LIGHTING PLAN F ( IN FEET ) I inch = 20 It SURVEY NOTES INSTRUMENT: TOPCON CPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332- 130 -090 DATE OF SURVEY: MAY 2012 BASIS OF BEARING: RECORD OF SURVEY UNDER KING COUNTY REC# 8409149001 BENCHMARK: CITY OF RENTON 1503 NE CORNER OF SECTION 16 -23 -05 VERT EL = 401.02 NAVD 1988 N= 181067.883 — E= 1,311,966.675 LEGEND ❑C] CB (TYPE 1) TELEPHONE VAULT 0 STMH (TYPE 11) ❑ TELEPHONE CABINET IS SANITARY SEWER MH ® MONITORING WELL w WATER VALVE + PK NAIL ® WATER METER /SERVICE (D a SIMN IN CASE/ b FIRE HYDRANT o EX REBAR / PIPE o UTILITY POLE AS NOTED /MAIL BOX E-- GUY WIRE O}—� ) PROPOSED STEET LIGHT ® SIGNAL CABINET ®%"\ 0 POWER JUNCTION BOX PROPOSED JUNCTION BOX ):1 LIGHT POLE • PROPOSED SSMH M GAS VALVE POWER VAULT • PROPOSED SS CLEAMN OUT © POWER PEDESTAL PROPOSED TYPE 1 CB ❑� LEGAL DESCRIPTION THAT PORTION OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. EXCEPT THAT PORTION LYING EAST OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT. RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE Lij Lv W (n W Of Ld O iU U W J F r m �N Nm =7 � ma m Lij- N z x 0, a Iw V, x I.` W aNc < 65 v W I QO Z A SsN n F A jq non Lij Lv W (n W Of Ld O iU U W J F r m oc z� Nm =7 � ma m oKO� z x 0, a Iw V, x I.` W