12"
443 SF 6"S N-1
86 SF
C
C
2
112 SF
2
6"S N-1
6"
C C
68 SF
6" C
C
6"
857 SF
2,300 SF
831 SF
18
C
6"
N12
C
C
6,248 SF
C
1,539 SF
6"S
12"
12"
C
6"S
N-12
12" 12"
752 SF C
N12
C
6" S
158 SF
4"S
12"
-12
N
C
6"S N-1 2
340 SF
EXBASIN
12"
12"
12"
12
6"S
N-
6"S N-12
12"
EXBASIN
6"S
EXBASIN
N-1
2
6"S
12 N12"
C
584 SF
6"
C
6"S N-12
677 SF
2,768 SF
12"
6" C
168 SF
C
706 SF
8"S
C
768 SF
5,618 SF
6"
2 N-1
6"
87 SF
12"
C
490 SF
C
C
C
12"
1,544 SF
4"S 2 N-1
DR
1,771 SF
12"
524 SF
2 8"S N-1
12" 12
S 6"
N-
12
2 12"
S
6"
N-
S 1 N-
6"S N-12
12"
6"
6"S N-1
12"
QUAIL RIDGE COUNTRY CLUB
12,260 SF
2
12"
14,340 SF
6"S
MH4
C
24" S
N-12
12
C
C
2
12"
24" S N-12
MH3 14,291 SF SN 12"
12"
-12
6"S N-12
EXBASIN
409 SF
C
12"
N-
3715 GOLF ROAD
EXBASIN 12"
N 12"S
6"S N-12
6"
74 SF
-12
8"S
12"
C
N-1
6"S N12
12"
C
190 SF
BOYNTON BEACH, FL 33436
2,272 SF
6"
233 SF
C
6"
6" 6"
5,717 SF
17,916 SF
12"
S 6"
6"
N-
24" S N-12
6"S N-12 12"
2
N12
12"
8"S N-12
12"
C
EXBASIN
879 SF 1,948 SF 1,629 SF
-12 6"S N
1,259 SF 944 SF
-12
6"
SOUTH COURSE MASTER PLAN RENOVATION 2019
6" 2,100 SF
C
ARCHITECT: BOBBY WEED GOLF DESIGN
12"
C
1,060 SF 12"
12"
"S
NOTES:
1,650 SF
12
24"
EXBASIN 6"
6"S N
12"
2 N-1
6"S
8"S N-12
N-1
670 SF
144 SF
6"S
8"S
12
MH1
N-
SN
8
-12
12"
6"
* ALL INTERNAL DRAINAGE PIPE IS 4" PERFORATED ADS N-12 UNLESS OTHERWISE NOTED
512 SF
6"
6"
C
137 SF
C
6" 62 SF
-12 6"S N
585 SF
C
C
6"S N-12
C
12"
319 SF 75 SF C
C
*ALL OUTLET DRAINAGE PIPE IS 4" SOLID ADS N-12 UNLESS OTHERWISE NOTED
C
206 SF 596 SF C
C
N12
6"
5,278 SF
1,401 SF
6" S
C
12"
EXBASIN 12"
6"S N-12
12"
102 SF
345 SF
6"S N-12
C
C
194 SF
C
EXBASIN
8"S
6"S N-12
N-1 2 C
2
6"S N-12
181 SF
12"
-12
12"
8"S N
154 SF C C
4"S N-1
2
178 SF
C
127 SF
12"
8"S
C
176 SF
N-1
2
C
257 SF
12"
C
9
MH5
6"S N-12 12"
2,575 SF
12"
6"S N
-12
12"
1,746 SF
12" 12"
4" 12" 12
4"S
N-
4,435 SF
N-1
EXBASIN
"S
2
104 SF
48
6"S N-12
C C
C
6,330 SF
6"
6"S
N-12
2,491 SF
C
2
6"S
N-1 12"
929 SF
3
12"
LEGEND
6"
12"
S
N-1 2
12
N-
6" S
6"S
1,398 SF
N12
12"
5,558 SF
12"
C
169 SF
12"
264 SF
6" C C
6"
933 SF
C
6"
295 SF
C
8"S
1,402 SF
2 N-1
12"
12"
6"S
2
2
C
12"
12"
N-1
845 SF 390 SF
12"
12
995 SF
C
2,220 SF
6
6"S N-12
765 SF
C
-1 "S N
8
12"
N-
8"S N-12
S 12"
6"S N-12
S
6"
3,284 SF
6"
N-
4,008 SF
12"
151 SF
C
DRAINAGE CLEANOUT (4" TYP) DRAINAGE BASIN (SIZE AS LABELED) MANHOLE DRAINAGE STRUCTURE 4" PERF N-12 DRAINAGE PIPE 4" SOLID N-12 DRAINAGE PIPE 6" SOLID N-12 DRAINAGE PIPE 8" SOLID N-12 DRAINAGE PIPE 12" SOLID N-12 DRAINAGE PIPE OVERSIZE PIPE (SIZE AS LABELED, 24"+)
C
12"
1,305 SF
12
ROCK WALL
2,149 SF
HOLE NUMBER
1,693 SF
6" S
C
N -1 2
7,102 SF C
1,154 SF
6"
C
EXISTING DRAINAGE VAULT 1,853 SF
12"
12"
TEE CONSTRUCTION / LEVELING EXTENT 6" 93 SF
129 SF
5,858 SF
C
124 SF
C
6"S N-12
1,048 SF
C
TEE GRASSING
6"
C
12"
921 SF
FAIRWAY GRASSING
1,257 SF
S 6" 2
-1 N
12" 12"
ROUGH GRASSING 787 SF
GREEN SPRIGS TARGET GREENS
12"
EXBASIN
6"
2
6" 6"S N-1 C
6"
8"S N-12
8"
S
12"
347 SF
BUNKER SAND N
-1
2 797 SF
C
PINESTRAW/PLANT BED
C
1,229 SF
12"
5,449 SF 6" 6" 6 "S N
CONCRETE SCREENINGS
12"
-12
8"S N-12
CART PATH 12"
6"S N -12
6"S N-12
C
CURBING
4
4"S
N-1
2
12"
EXBASIN
2
6"S N-1
C
107 SF
6"S N-12
12"
C
12"
259 SF 245 SF
C
7
12"
C
12"
256 SF
MASTER PLAN
12"
6"S N -1
2
12"
6"S
N-1
6"S N-12
2
6"S N
-12
12"
6"S
12"
6"S
12 N-
6"
127 SF
6" S
6"
C
12 N-
N-
12
5,242 SF C
6"
6"
2
6"S N-1
12"
SOUTH COURSE FRONT 9
C
403 SF
6"
41 SF 141 SF
12"
C
6"S N-12
6"
12"
C
869 SF
C
6"
S
6"S N-12
4" 12
N-
C
1,105 SF
EXBASIN
12"
6"
8"S N-12
AS-BUILT
S 1 N-
12"
SCALE: AS SHOWN
2 12"
C
12"
6"S
12"
C
36"
N-12
SN -12
1,248 SF
242 SF C
C
12"
S
8"S N-12
6"
1,774 SF
12
12"
2
N-
12"
-12 6"S N
6
-1 "S N
6"S N-1
2
817 SF
12
2,837 SF 6,013 SF
"S
N-
12"
36
C
162 SF
C C
C
C
384 SF
12"
6"S N-12
2,173 SF
C
1,683 SF
6"
6"S N-12
12"
7,697 SF
8"S N-12
C
246 SF
736 SF
C
N
5
154 SF
4"S
6,189 SF
N-
12
CC
12"
145 SF
6"S N-12
6"S N-12
6"
6"S
-12 12"
552 SF
6"
6"S N-12 C
12"
6"S N-12
12" 6"S
558 SF
6"S N-12
12"
6"
12"
927 SF 1,867 SF
5,028 SF
N-
12
C
6"S
12 N-
TOTAL TURF GOLF SERVICES 1965 BYBERRY ROAD HUNTINGDON VALLEY, PA 19006 OFFICE: 215-366-7155 FAX: 215-366-7156
0
100
200
400 Feet
1" = 100'
drawn by: K. Likely