Submittal_HRCC-17-Drainage Structures REVIEWED FEHRCC-17 DATE:02-27-26
PROJECT #:26-50081
PROJECT NAME:Hunters Run Country Club - South Golf Course Renovation
TO FROM
gcmdirector@huntersrun.net |561.413.0875
REVIEWAL:
NAME:
CONTACT:
TELEPHONE:
ADDRESS:
E-MAIL:
NOTES:
Company:
Signature:Signature:
Name:Name:
Title:Title:
Date:Date:
Encl.: Products Information
3500 Clubhouse Lane,
T: 1-888-707-0787 / F: 1-888 707-3219
Hunters Run Country Club
Boynton Beach, FL 33436
This is the proposed Drainage structures: CS-1B, CS-3, USF 63000 Grate to be used at Hunters Run Country Club.
MANUFACTURER-SUPPLIER:
THE FOLLOWING ARE TRANSMITTED HEREWITH FOR REVIEW AND COMMENT:
SUBMITTAL
NMP GOLF CONSTRUCTION CORP.
25 Bishop Avenue, Suite A-2
Williston, Vermont 05495
TRANSMITTAL
FL License #: CGC1508155 | NJ Registration #: 13VH11212600
SUBMITTAL #:
cperry@johnsondavis.com
ACCEPTED - NO EXCEPTION TAKEN
ACCEPTED - MAKE CORRECTIONS NOTED
REJECTED
REVISE AND RESUBMIT
ADDITIONAL INFORMATION REQUESTED
Johnson Davis, Inc.
Colby Perry
561-588-1170
604 Hillbrath Drive,
Lantana, FL 33462
Joshua Levitre
NMP GOLF CONSTRUCTION CORP.
Phil Marcoux
Phil Marcoux
Project Coordinator
02-27-2026 Feb 27, 2026
4
DATE : 62401
ATTENTION :
JOB:
FOR:Hunters Run Country Club
TO :NO.:62401.002
RE: Drainage Structures
We are sending you: Attached Under separate cover via the following items :
Shop Drawings Prints Plans Samples Specifications
Copy of Letter Change Order
COPIES DATE DESCRIPTION PAGES
1 2/27/263
THESE ARE TRANSMITTED as checked below :
For Approval Approved as submitted Resubmit copies for approval
For Your Use Approved as noted Submit copies for distribution
As Requested Returned for corrections Return corrected prints
For Review and Comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
SIGNED :Colby Perry
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.
REMARKS :
This is an electronic submittal.
Williston, VT 05495
Drainage Structures
OFFICE : (561) 588-1170 John Carter
FAX : (561) 585-5252 Hunters Run Country Club
NMP Golf Construction
25 Bishop Ave #A-2
JOHNSON - DAVIS INC.LETTER OF TRANSMITTAL
604 HILLBRATH DRIVE
LANTANA, FLORIDA 33462 2/27/2026 JD Job #
Contractor
JOHNSON-DAVIS INC.
604 HILLBRATH DRIVE
LANTANA, FL 33462
(561) 588-1170
“I certify that I have checked this submittal
for accuracy, completeness and compliance
with contract requirements, and it has been
coordinated with all other submittals and
Contract Documents.”
Alex Guisinger Date: 8/12/2022 02/27/2026
FRONT ELEVATION
PLAN VIEW
SEC 1 TOTAL:
#'S
CYDS
BASE TOTAL:
5,680#'S
1.42 CYDS
TOTAL WEIGHT:
#'S
CYDS
CONCRETE PRODUCTS
PALM BEACHES, INC.OF THE
A9ENUE S
RI9IERA %EACH, FL
3HONE
FA;
SEC 2 TOTAL:
#'S
CYDS
TOP\LID
PLAN VIEW
DRAWN BY: ad
DATE: 2-26-26 REVISION: (1)
DWG NUM: CS-1B
SCALE: N.T.S.
LOCATION: C3 & D1
REMARKS:
GRATE ELEV:
INVERT ELEV:
CUT HEIGHT:
ADJUSTMENTS:
.
.
. .
.
CONC. WEIGHT:,9FT
BOT. ELEV: .
TOTAL HEIGHT:.
STR TYPE:
CASTING:
JOHNSON
DAVIS, INC.
PROJECT NUMBER:
STR NUMBER:
CS-1B
48"x96" TYPE "E" CONTROL STR.
J-BOT (ALT B.) >10'-0"
TOP\LID TOTAL:
4,260#'S
1.06 CYDS
COLLAR TOTAL:
1,440#'S
0.36 CYDS
E COLLAR
PLAN VIEW
#4 @ 5 1
2" OCSW
2"CLR
3"
#5 @ 7" OC
HORIZ
DBL MAT
(2" CLR)
#4 @ 12" OC
VERT
DBL MAT
8"192"8"3"
#4 @ 10" OCLW
54"SEC 164"112"32"32"8"8"8"8"96"48"118"70"#4 @ 6 1
2" OCSW
2"CLR
#4 @ 5 1
2" OCLW 10"56"56"70"SEC 28"8"54"36"8"8"54"36"
(2) EXTRA
#4 BARS
@ 5"OC
(TYP)
(1) EXTRA #4
@ 45° @ ALL
CORNERS OF
OPENING
USF 6300 GRATE
JD2026-030
TYPE "E" CONTROL
STR. W/ 48"x96"
J-BOTTOM
(ALT. B) >10'-0"
F.D.O.T. INDEX:
425-001, 425-010 &
425-052.
GENERAL NOTES:
1. ALL CONCRETE TO BE 4000 PSI
COMPRESSIVE STRENGTH @ 28 DAYS-
TYPE II CONCRETE.
2. STRUCTURE DESIGN CONFORMS TO
ASTM C-478 WITH REINFORCING TO BE
A MINIMUM OF GRADE 60 STEEL OR
BASAFLEX REINFORCEMENT
ACCORDANCE WITH ACI 440R-07.
3. REINFORCING MESH SHALL BE
3X8 W3/W2 WELDED WIRE OR 38X38
BASAMESH WITH 2" CLEAR IN BASE
AND 3" CLEAR IN WALLS.
4. ADDITIONAL REINFORCING @ ALL
OPENINGS.
5. FDOT INSPECT & STAMP: NO.
6. (1) EYEBOLT & (1) CHAIN @ 30" : YES.
(EYEBOLT TO BE CENTERED IN WALL
AS SHOWN & PLACED 5" BELOW GRATE
SEAT)
HUNTERS RUN
COUNTRY CLUB
COURSE RENOVATION
VERT: #4 @ 12" OC
HORIZ: #4 @ 12" OC
3" CLR
USF 6300
21
4"2"5"SPECIAL
ACCESSORY TO
ORDER BY CPPB:
NONE.66"SEC 3SEC 3 TOTAL:
#'S
CYDS
72" CMP
78"Ø HOLE
HOLE UP: 15"
SEC 1 & 2
INVERT ELEV: (-)1.00
VERIFY STR.
BOTTOM
ELEVATION
VERIFY INVERT ELEV.
OF PIPES AND
QUANTITY OF PIPES
72" CMP
78"Ø HOLE
HOLE UP: 0' - 3"
SEC 1 & 2
INVERT ELEV: (-)1.00
6"WEIR WALL
DETAIL
1.93 CY 12"12"30"36"
TOP ELEV: 10.50
SLOT ELEV: 9.50
INV ELEV: 7.00
#4 @ 6" OC
HORIZ &
VERT
(CENTERED)
TOP ELEV:
INVERT ELEV:
CUT HEIGHT:
ADJUSTMENTS:
PROJECT NUMBER:STR NO:
CS-3
STR TYPE:
DRAWN BY: AD
DATE: 2-26-26 REVISION: (1)
DWG NUM: CS-3
SCALE: N.T.S.
CASTING:
CONC. WEIGHT:3,420#V/FT
BOT. ELEV:
TOTAL HEIGHT:
REMARKS:
PLAN VIEW
SEC 1 TOTAL:
10,903#'S
2.73 CYDS
BASE TOTAL:
8,000#'S
2.00 CYDS
TOTAL WEIGHT:
44,283#'S
11.08 CYDS
CONCRETE PRO'UCTS
PAL0 BEACHES, INC.OF THE
460 AVENUE "S"
RIVIERA BEACH, FL 33404
PHONE: 561-842-2743
FAX: 561-842-6387
TOP\LID
PLAN VIEW8"120"FRONT ELEVATION 8"3"
LOCATION: C9 & D1
SEC 2 TOTAL:
17,180#'S
4.30 CYDS
3.50
10.00
+1.50 -1.50
13.50
2.00
10.00
3"48"SEC 170"SEC 2TOP\LID TOTAL:
6,760#'S
1.69 CYDS
SPECIAL
ACCESSORY TO
ORDER BY CPPB:
NONE
JD2026-030
#4 @ 4 1
2" OC
HORIZ
DBL MAT
2"CLR
#4 @ 10" OC
VERT
DBL MAT
#4 @ 6 1
2" OCSW
2"CLR
OR EQUAL
#4 @ 10" OCLW
#4 @ 10" OCLW
#4 @ 5 1
2" OCSW
2"CLR
64"160"32"32"80"80"48"144"8"8"8"8"70"166"JOHNSON
DAVIS, INC.
USF 6300 GRATE
TYPE "E" CONTROL STR. W/
48"x144" J-BOTTOM
(ALT. B) >10'-0"
F.D.O.T. INDEX:
425-001, 425-010 & 425-052.
GENERAL NOTES:
1. ALL CONCRETE TO BE 4000 PSI
COMPRESSIVE STRENGTH @ 28 DAYS-
TYPE II CONCRETE.
2. STRUCTURE DESIGN CONFORMS TO
ASTM C-478 WITH REINFORCING TO BE
A MINIMUM OF GRADE 60 STEEL OR
BASAFLEX REINFORCEMENT
ACCORDANCE WITH ACI 440R-07.
3. REINFORCING MESH SHALL BE
3X8 W3/W2 WELDED WIRE OR 38X38
BASAMESH WITH 2" CLEAR IN BASE
AND 3" CLEAR IN WALLS.
4. ADDITIONAL REINFORCING @ ALL
OPENINGS.
5. FDOT INSPECT & STAMP: NO.
6. (1) EYEBOLT & (1) CHAIN @ 30" : YES.
(EYEBOLT TO BE CENTERED IN WALL
AS SHOWN & PLACED 5" BELOW GRATE
SEAT)
HUNTERS RUN
COUNTRY CLUB
COURSE RENOVATION
48"x144" TYPE "E" CONTROL STR.
J-BOT (ALT B.) >10'-0"10"VERT: #4 @ 12" OC
HORIZ: #4 @ 12" OC
3" CLR
USF 6300
21
4"2"5"E COLLAR
PLAN VIEW 8"8"54"36"8"8"54"36"
(2) EXTRA
#4 BARS
@ 5"OC
(TYP)
(1) EXTRA #4
@ 45° @ ALL
CORNERS OF
OPENING
72"Ø HOLE
HOLE UP: 12"
SEC 1 & 2
INVERT ELEV: 3.50
PLS. CONFIRM PIPES
WILL BE HDPE.
OTHERWISE OPENING
WILL HAVE TO BE 78"Ø
60" HDPE60" HDPE72"Ø HOLE
HOLE UP: 12"
SEC 1 & 2
INVERT ELEV: 3.50
2"TOP\LID TOTAL:
1,440#'S
0.36 CYDS6"WEIR WALL
DETAIL
1.89 CY
TOP ELEV: 10.50
#4 @ 6" OC
HORIZ &
VERT
(CENTERED)102"