HomeMy WebLinkAboutR-438803BLOCK CALCULATIONS DIAGRAM
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MONUMENT DESCRIPTIONS
OQ FOUND ENCASED 2" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM
HELD FOR A POINT ON THE CENTERLINE OF SW GRADY WAY AND
10.26 FEET SOUTHWEST OF THE CENTERLINE INTERSECTION OF
SW GRADY WAY AND RAYMOND AVE. SW
VISITED 11/01/2024
OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM
HELD FOR THE CENTERLINE INTERSECTION OF SW GRADY WAY AND
SENECA AVE. SW. MONUMENT IS THE EASTERLY OF TWO MONUMENT LOCATED
IN THE AFOREMENTIONED INTERSECTION.
VISITED 11/04/2024
SITE BENCHMARK:
ELEV: 27.41' NAVD 88
OFOUND ENCASED 3/8" BRASS PLUG SET IN CONC W/PUNCH 0.8' BELOW CASE RIM
HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW
VISITED 11/04/2024
Op FOUND ENCASED 3/8" BRASS PLUG SET IN CONC W/PUNCH 0.8' BELOW CASE RIM
HELD FOR THE CENTERLINE INTERSECTION OF SW GRADY WAY AND MAPLE AVENUE SW
VISITED 11/09/2024
OFOUND TACK IN LEAD SET CONC. BASE, 1.0' BELOW ROAD GRADE
HELD FOR THE CENTERLINE INTERSECTION OF SW 12TH STREET AND RAYMOND AVENUE SW
VISITED 11/01/2024
OFOUND TACK IN LEAD SET CONC. BASE, 1.0' BELOW ROAD GRADE
HELD FOR THE CENTERLINE INTERSECTION OF SW 12TH STREET AND RAYMOND AVENUE SW
VISITED 11/04/2024
OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM
HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY
VISITED 11/04/2024
OH FOUND 1/2" REBAR AND NO CAP, 0.3 BELOW ROAD GRADE
HELD FOR THE CENTERLINE INTERSECTION OF SENECA AVENUE SW AND SW 13TH STREET
VISITED 11/04/2024
OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.7' BELOW CASE RIM
POSITION NOT HELD
VISITED 11/01/2024
Oj FOUND ENCASED 17/8" BRASS DISK W/PUNCH 1.8' BELOW CASE RIM
HELD FOR THE CENTERLINE INTERSECTION OF RAYMOND AVENUE SW AND SW 16TH STREET
VISITED 11/01/2024
OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.4' BELOW CASE RIM
HELD FOR THE CENTERLINE INTERSECTION OF MAPLE AVENUE SW AND SW 16TH STREET
VISITED 11/01/2024
OPLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION
OPLEASE SEE SHEET 4OF42 FOR DESCRIPTION AND DISPOSITION
OPLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION
OQ FOUND 5/8" REBAR AND CAP STAMPED "CRONES LS 20537"
REBAR BEARS N32°48'06"E, 0.27' FROM CALCULATED RIGHT OF WAY
ANGLE POINT.
VISITED 11/11/2024
Op FOUND 5/8" REBAR AND CAP STAMPED "CRONES LS 20537"
REBAR BEARS S03°17'18"E, 2.89' FROM CALCULATED RIGHT OF WAY
INTERSECTION.
VISITED 11/11/2024
OPLEASE SEE SHEET 10 OF 42 FOR DESCRIPTION AND DISPOSITION
OPLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION
OPLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION
BASIS OF BEARINGS SECONDARY POINT
CITY OF RENTON CONTROL POINT ID 1891
HELD PUBLISHED NAD 83/91 WASHINGTON
STATE PLANE NORTH ZONE COORDINATES
FOR ROTATION ONTO DERIVED GRID BEARING
FND. ENCASED 3" BRASS DISK STAMPED "CITY
OF RENTON BENCHMARK". MONUMENT IS
LOCATED ON TOP OF THE NORTHERLY CONC.
WALL OF BRIDGE OF SW 16TH ST. THAT
CROSSES SPRINGBROOK CREEK
VISITED 11/01/2024
PROJECT SECONDARY BENCHMARK
HELD PUBLISHED CITY OF RENTON
ELEVATION:
24.1568 FEET NAVD 88
OBSERVED ELEVATION:
24.06 FEET NAVD 88
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(BASIS OF BEARINGS)
N89043'16"W 2274.52'(M)
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077 28, I 1 1 0
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B 524.5p(M)
PLAT OF C.D. HILLMAN'S 00FIRST pvE WAY 60'60' EARLINGTON ADD'N TO THE o
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- SW 1431.89I I 118 17 0 Ln
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1 � BLOCK 27 I I 160
°27,26„E 561.32'(M) N o > I I
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1 237 T N 1 1
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20' I I I I p1 LEY 32 I 1 1
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CITY OF SEATTLE DIVISION 1 I 237•36' VENUEI R ggg.66'(C) 80'7 I I ch
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BLOCK 28 128 29 1 3o SW 12TH� 20 g I I I I EARLINGTON ADD'N TO THE
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°2751E5 L8 M I j N 1 301
20' N77 I N o w w voi N77°26'10"E °
t l� N I- � A 1 I 119.92 rt. I I- I 1 I _ I J� ..,-91'(C)' o
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20I I I A`LEV cj 32
EARLINGTON ADD'N TO THE > LU 33 34
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16 00 1
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EARLINGTON ADD'N TO THE
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_ N77°2438 CITY OF SEATTLE DIVISION
123.29' M I NO. 1
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N17°2313
586°20'10"W
43
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CALCULATED
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NORTH RIGHT
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OF WAY MARGIN
PLAT OF C.D. HILLMAN'S
OF WAY MARGIN
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EARLINGTON ADD'N TO THE
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CITY OF SEATTLE DIVISION
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PLAT OF C.D. HILLMAN'S
NO. 1
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EARLINGTON ADD'N TO THE
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CITY OF SEATTLE DIVISION
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30' 30'
519.15- - - - - - - - - - - - - - - - - - �� - - - - 51-- -
N89°34'35"E 1029.70'
SW 16TH STREET BASIS OF BEARINGS INITIAL POINT
(FOURTH AVENUE) CITY OF RENTON CONTROL POINT ID 1895
HELD PUBLISHED NAD 83/91 WASHINGTON STATE PLANE
NORTH ZONE COORDINATES
HELD A COMBINED GRID SCALE FACTOR OF
0.999987504615 (GRID TO GROUND) AT THIS POSITION
FND. ENCASED 17/8" BRASS DISK WITH PUNCH, DOWN 0.4'
VISITED 11/01/2024
PROJECT PRIMARY BENCHMARK
HELD PUBLISHED CITY OF RENTON ELEVATION:
25.702 FEET NAVD 88
N89°33'27"E 449.61'
N 50 100 200
SCALE: 1" = 100'
FOR 22" X 34" SHEET
LINE IS 1" AT
FULL SCALE
LEGEND
(M)
MEASURED
(C)
CALCULATED
(RX)
SEE REFERENCED DOCUMENT LIST
(P)
PLAT DIMENSION
O
FOUND MONUMENT AS NOTED
O
FOUND REBAR AND CAP AS NOTED
(�
FOUND TACK IN LEAD AS NOTED
CALCULATED SUBJECT PARCELS DEED LINE
-
MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE
-
CALCULATED RIGHT OF WAY MARGIN
-
MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE
-
CALCULATED VACATED RIGHT OF WAY MARGIN
- -
CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S
EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1
- -
CALCULATED EASEMENT MARGIN
(SEE SHEET 2 THROUGH 11 OF 11 FOR FURTHER INFORMATION)
CALCULATED EASEMENT AREA
LINE TABLE
LINE NO.
DISTANCE
BEARING
-1
60.03'
S77° 2738"W
L2
65.09'
S77° 2738"W
L3
100.95'
N01° 27' 14"E
L4
65.11'
N77° 27' 51"E
L5
100.95'
S01° 27' 51"W
L6
60.00'
N77° 27' 51"E
L7
100.94'
Sol° 27' 00"W
L8
120.00'
S77° 27' 51"W
L9
34.96'
N77° 27' 51'E
LID
100.04'
S01° 23' 10"W
L11
34.99'
S77° 25' 32"W
L12
100.07'
N01° 24' 02"E
L13
120.04'
N77° 25' 32"E
L14
100.16'
S01° 24' 45"W
L15
29.98'
N77° 27' 44"E
L16
63.89'
N77° 27' 44"E
L17
84.61'
S77° 26' 10"W
L18
108.12'
N 01° 22' 43" E
L19
108.12'
S01° 22' 43"W
L20
216.24'
S01° 22' 43"W
L21
60.12'
S08° 57' 15"E
LJ
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R-438803