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HomeMy WebLinkAboutR-365311EX STMH RIM EL = 460.96' OF EL = 460.26' INV EL = 457.50' -12" 460 PORTION OF NE 1/4 OF SFC 16, AD"i . RP ORS 481.50 ; ' GP INV EL 4$7. 9' -12" p i STA 4 +1It.0 11;6 0 LT INV EL - 7.8 O' 124 . 6 X84'40' r PAD 2 w PF.= 461.50 , rr CPO'&T N _ -- INV EL 460.88' -12" '62 INV EL 460.96' -12" �O h/ MO �ry �v �G QP A- GPRP PAD 3 FF = 462.00 P A; FF = 463M 1p, 69 E � \ V 37.00' ' "'E I\ INV EL 461.76' -24" AT / e / 468 I � S �I /P 20 I II ll BY DATE �U �S DATE EX STMH RIM EL = 464.39 n OF EL = 464.07' INV EL = 460.16' -12" '62 INV EL 460.96' -12" �O h/ MO �ry �v �G QP A- GPRP PAD 3 FF = 462.00 P A; FF = 463M 1p, 69 E � \ V 37.00' ' "'E I\ INV EL 461.76' -24" AT / e / 468 I � S �I /P 20 I II ll BY DATE �U �S DATE 5 DATE 5 DATE BY p T 23 N, R 5 E., W.M. I 12 "OS= 1.44% /� STA 4 +46, 33'R I / INV EL = 59.5 -12" U5 o0' f I _ N84_ 4 =W - o 4516' m / J + �I rye.. G•. . I I � I I � I t ' I , -� It ITA 3 +86, 31' RT 1 I INV EL = 459.70' -1 r r I CL DITCH al4 :I w 1 I w A 0 Q I I" Z Q { n I I I 0 12fnl .Ia�MI 466 1 U I I ; C TCH I b� I I I 6 EX 10 470 `°° T W DI W 681 D W W W \ w v EX 10 "DI " � x� SITE 254 FAIR „ ,r o� r" �G n Oo �; n 0 I 4)� I I W- 681 ST Ri N60 CL DI I CB #1 (TYPE 1) I STA 4 +18.00 RIM EL = 461 -.86 462.08' INV EL = 458.76' 458.98' -12" CL ITCH / N A� 4LF1 OS= 1.64% I I I BASIC SHEET FLOW DISP SION I 2' WIDE CRUSHED RO 10' VEGETATED FLOW PATH PER TABLE C.2y7 CONTINUE TO MATCH DRIVEWAY CROSS SLOPE OVER 10 FT VEGETATED I SLOPE P H ALONG THE NORTH SIDE OF DRIVEWAY � / I J I �o I^fOry ;or w V IQP4z� A,Q I 137.50' �- ST I INV EL = 465.22'- 24 "CMP W GRAPHIC SCALE so 0 0 ea 20 40 ( IN FEET ) 1 inch = 20 ft SURVEY NOTES INSTRUMENT: TOPCON GPT 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 0 CB (TYPE 1) 0 TELEPHONE VAULT O STMH (TYPE 11) ❑ TELEPHONE CABINET IS SANITARY SEWER MH ® MONITORING WELL N WATER VALVE + PK NAIL 10 WATER METER /SERVICE ® MON IN CASE/ � FIRE HYDRANT o EX REBAR / PIPE -o- UTILITY POLE AS NOTED E-- GUY WIRE PROPOSED STEET LIGHT ® SIGNAL CABINET ® POWER JUNCTION BOX PROPOSED JUNCTION BOX PROPOSED SSMH q1 GAS VALVE © POWER VAULT PROPOSED SS CLEAMN OUT POWER PEDESTAL PROPOSED TYPE 1 CB ❑� NOTES FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCUVATION FOR THE WATERMAIN INSTALLATION. PAVEMENT NOTES ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE RESORATION AND STREET OFVERLATY DEATIL SEE SHEET C6 OF 11. R -36531 I AS —BUILT NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. )IN- 8' 12 -36 �;' -:�;) I 1 RECOMMENDED I II APPROVAL BY DATE BY DATE 5 DATE 5 DATE BY DATE 0 TRi I I �I 5 ._.TOY II w I I f S I e I - 77LF O TRITER SULFA WAKE EX 10 470 `°° T W DI W 681 D W W W \ w v EX 10 "DI " � x� SITE 254 FAIR „ ,r o� r" �G n Oo �; n 0 I 4)� I I W- 681 ST Ri N60 CL DI I CB #1 (TYPE 1) I STA 4 +18.00 RIM EL = 461 -.86 462.08' INV EL = 458.76' 458.98' -12" CL ITCH / N A� 4LF1 OS= 1.64% I I I BASIC SHEET FLOW DISP SION I 2' WIDE CRUSHED RO 10' VEGETATED FLOW PATH PER TABLE C.2y7 CONTINUE TO MATCH DRIVEWAY CROSS SLOPE OVER 10 FT VEGETATED I SLOPE P H ALONG THE NORTH SIDE OF DRIVEWAY � / I J I �o I^fOry ;or w V IQP4z� A,Q I 137.50' �- ST I INV EL = 465.22'- 24 "CMP W GRAPHIC SCALE so 0 0 ea 20 40 ( IN FEET ) 1 inch = 20 ft SURVEY NOTES INSTRUMENT: TOPCON GPT 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 0 CB (TYPE 1) 0 TELEPHONE VAULT O STMH (TYPE 11) ❑ TELEPHONE CABINET IS SANITARY SEWER MH ® MONITORING WELL N WATER VALVE + PK NAIL 10 WATER METER /SERVICE ® MON IN CASE/ � FIRE HYDRANT o EX REBAR / PIPE -o- UTILITY POLE AS NOTED E-- GUY WIRE PROPOSED STEET LIGHT ® SIGNAL CABINET ® POWER JUNCTION BOX PROPOSED JUNCTION BOX PROPOSED SSMH q1 GAS VALVE © POWER VAULT PROPOSED SS CLEAMN OUT POWER PEDESTAL PROPOSED TYPE 1 CB ❑� NOTES FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCUVATION FOR THE WATERMAIN INSTALLATION. PAVEMENT NOTES ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE RESORATION AND STREET OFVERLATY DEATIL SEE SHEET C6 OF 11. R -36531 I AS —BUILT NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. )IN- 8' 12 -36 �;' -:�;) I 1 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE vi cn W� 3 W C6 W %( d r N w �g a 0 0 z r 0- I-L1 I— W Z LLJ Q Of J o r m rn zm Nm m > ' G r a <0 O m 0 y 0, 5 /W V 1 a a w