Page 4 - Royal Oak Proposed Development

75.00' POND DATE

60.00' W 4 75.00' Δ=S59° L=830.46'

60.00'
N66° 12' 57"E 544.95' 5 60.00' W 75.00' 120.00' 56' 23"W
120.00'
R=200.00'

60.00' 4 120.00' W 5 75.00'

W 75.00'
1
W
75.00'
60.00' W
120.00'
ROYAL OAK GOLF 2 REVISIONS
75.00'
W
& COUNTRY CLUB 120.00' W COMMENTS
60.00' 3 W 120.01' 3
MATCHLINE - SEE SHEET EX-04 FOR CONTINUATION
120.00' 31.50'
W
STREET 3
W 1 20.00' 20.00' 8 7 6 5 4 3 2 1
50' PRIVATE RIGHT-OF-WAY
60.00' W W 120.00' 2 3 20.00' 20.00' 31.50'
4
60.00' 2 120.00' W 120.00' W W 19.78' 55.22' 120.00' 100.00' 5 6 31.50' 20.00' 20.00' 20.00' 19-1068 DWB DCM / AFR DWB / BAM 3/27/2023
7
75.00' W W 75.00' 100.00' 100.00' 100.00' 100.00' 8 9 10 20.00' 31.50' S30° 02' 02"E 601.16'
11
60.00' W W 75.00' 100.00' 100.00' 12 31.50' 20.00'
STREET 1
x W W 100.00' 13 14 20.00' 20.00' 20.00'
15
60.00' 1 120.00' W 50' PRIVATE RIGHT-OF-WAY 1 75.00' 60.01' W 31.50' W 20.00' 20.00' 20.00' 20.00' 100.00' 100.00' 100.00' 100.00' 16 17 31.50' 31.50'
18
x 120.00' 60.00' 60.00' W W 31.50' 31.50' 100.00' 100.00' 100.00' 19 20.00' 20.00' 20.00' 20.00'
20
21
60.00' W 75.00' 120.81' 60.00' W W 20.00' 20.00' 20.00' 20.00' 100.00' 100.00' 100.00' 100.00' 22 23 31.50' 31.50' JOB NO. DESIGNED DRAWN DATE CHECKED DATE ISSUED
24
25
W
ROYAL OAK DR. x 13.69' 2 75.00' 120.00' 120.00' 60.00' 60.00' W 31.50' 31.50' 20.00' 20.00' 20.00' 20.00' 100.00' 100.00' 100.00' 100.00' 100.00'
120.00'
W
W
W
W
120.00'
8 120.00' 120.00' 60.00' 60.00' 50' PRIVATE RIGHT-OF-WAY W W 31.50' 31.50' 100.00' CA#3728
STREET 3
7
W 54.76' 13.69' 60.00' 60.00' 6 120.00' W W 20.00' 20.00' 20.00' 20.00' 31.50'
W
W
S 120.00' W 31.50'
60.00' 20.00'
W 5 120.00' 119.85' W
3 60.00' 4 W
Δ=N33°
W 120.00' 60.00' W
66.98' 120.00' 87.61' 60.00' 3 7
L=186.25'
00'
R=285.00'
W 1250 W. EAU GALLIE BLVD, SUITE H MELBOURNE, FLORIDA 32935 P: 321-253-1510 F:321-253-0911 ALSO WITH OFFICES IN: VERO: 772-569-0035, FT PIERCE: 772-468-9055, PALM CITY: 772-426-9959
48"E
2
60.00' MATCHLINE - SEE SHEET EX-07 FOR CONTINUATION
W
S 60.00' W 119.85'
1 75.00'
60.00'
119.85'
66.98' WET DETENTION 60.00' 75.00'
POND
60.00' 6 W
4 1 75.00'
107.17' 60.00' 120.00'
120.00'
W
119.85'
120.00'
60.00'
120.00'
S 5 75.00' 10
5 W
107.17' 119.85' 60.00' W 2 75.00' 75.00'
N51° 44' 04"E 115.00' 60.00' W 75.00'
S 60.00' 4 STREET 4 50' PRIVATE RIGHT-OF-WAY 120.00'
L=85.52'
R=50.00'
Δ=N79° 15' 56"W N30° 15' 56"W 177.04' 119.85' W 3 75.00'
60.00'
S 3
L=39.27' 120.00'
R=25.00'
S51° 44' 04"W 93.96'
Δ=N06° 44' 04"E 60.00' W 75.00' SITE PLAN (SHEET 2 OF 7)
L=31.42' 120.00'
R=225.00'
Δ=N34° 15' 56"W W 4 75.00'
S 60.00' 2
S N30° 15' 56"W 244.99'
S 60.00' 120.00'
S
S 120.00' W
S Δ=N00° L=314.16' 75.00'
60.00' 1
15'
R=300.00'
33.19' W 18.19' 5 75.00'
56"W
S
S30° 15' 56"E 64.00' S30° 15' 56"E 64.00'
ROYAL OAK DR. N51° 35' 52"E 151.35' S51° 44' 04"W 108.01' SAUNDERS PL. 26.83' W 77.11' 120.00' 6 51.76' 18.19' L=706.86' R=225.00' Δ=S63° 54' 04"W TREVINO CIR. FLORIDA
120.87'
S

& COUNTRY CLUB

S
L=71.56' ROYAL OAK GOLF N29° 44' 04"E 100.00' W W 120.00' 68.28'
R=50.00' 7
Δ=S10° 44' 04"W Δ=N35° W 101.72'

S30° 15' 56"E 36.50'
L=73.30' 43' R=175.00' L=36.57' W 120.00' ROYAL OAKS PUD
22"E x R=70.00' 19"E 8 68.28'
L=147.91' R=372.50' 58' 31.50' N48° 17' 27"W 18.00' W
Δ=S00° 15' 56"E
N41° 42' 33"E 36.00'
Δ=N62° 7

8 S29° 44' 04"W 30.71' 50' PRIVATE RIGHT-OF-WAY W 101.72'
20.00' 20.00' 20.00' 20.00'
9 31.50' STREET 4 68.28'
100.00' 10 11 N79° 13' 49"E 88.99' 120.00' 9 CITY OF TITUSVILLE
100.00' 103.84' 12 W

100.00' 100.00' 103.84' 100.00' 120.00' 56.63' W 68.28'
31.50' 6 100.00' 101.72' 10
34"E 100.00' C107 7 W 120.00' 43.16'
L=147.91' R=372.50' 06' 20.00' 5 C112 C111 C110 C109 C108 73.01' 120.00' 56.63' C117
W:\19\19-1068 ROYAL OAK PD\CAD\Site\[19-1068] SITE.dwg 3/27/2023 9:33 AM ANTHONYR
NOT FOR CONSTRUCTION
Δ=N63°
ROYAL OAK GOLF 103.84' C106 C105 W PLAN SHEETS ARE PRELIMINARY AND FOR
& COUNTRY CLUB 20.00' 4 100.00' C113 R=175.00' 122.09' 11 INFORMATION ONLY. PLANS SHOULD NOT
L=398.60'
BE USED AS A BASIS FOR BIDS.
CONTRACTOR SHOULD ORDER THE
20.00' 3 W 1 Δ=S35° 31' 04"E 56.63' W 74.49' OFFICIAL PLANS FROM THE ENGINEER OF
31.50'
RECORD TO ENSURE THAT ANY
103.84' C114 100.00' 20.00' 6 ADDENDUMS ARE PROPERLY DISTRIBUTED.
20.00' 2 100.00' C115 C116 W W 100.00' 2 3 20.00' 20.00' 73.01' 120.00' 56.63' W 27.38' PLANS ARE INVALID WITHOUT ENGINEER
OF RECORDS SEAL AND SIGNATURE.
N52° 08' 18"E 69.34' 31.50' 1 100.00' 31.50' W 31.50' 20.00' 100.00' 100.00' 100.00' 4 5 20.00' 6 73.01' 5 120.00' 30.12' 33.67' 64.26' 121.64' LEGEND N
W
W
31.50'
100.00' 20.00' 20.00' W 20.00' 100.00' 7 31.50' 120.00' W 33.89' EXISTING ASPHALT 60 GRAPHIC SCALE 30 60
0 0
W 20.00' 100.00' 20.00' 4 PROPOSED ASPHALT
100.00' 20.00' 20.00' 8 20.00' MATCHLINE - SEE SHEET EX-06 FOR CONTINUATION 73.01' 73.93' 41.16' 15 NUMBER OF PARKING SPACES EX-05
42 20.00' W 100.00' 9 120.00' W
L=104.94' 100.00' 31.50' 20.00' S2 SITE FEATURE CALLOUT ( IN FEET )
R=68.28' 31.50' 100.00' 10
41 100.00' 31.50' 20.00' 3 1 inch = 60 ft.
Δ=N07° 56' 52"E W 11 9.67' W SHEET
40 100.00' 31.50' 100.00' 31.50' WET DETENTION 38.83'
20.00'
100.00' 31.50' 20.00' 100.00' 12 POND 2 PRELIMINARY SET
20.00'