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N.T.S.
LOCATION MAP
SEC. 9 TWP. 45 RNG. 43
RDMINER HIGHHYPOLUXO
RIDGERDRD
EXIT
NO. 45
LAKE WORTH CHRISTIAN SCHOOL
ELEMENTARY EXPANSION PHASE 2
PROJECT
SITE
SITE MAP
PROJECT
AREA
ASSOCIATES, INC.
MICHAEL J. LACOURSIERE, P.E.
FOR MICHAEL B. SCHORAH AND
FLORIDA REGISTRATION #41071
MICHAEL B. SCHORAH
& ASSOCIATES, INC.
1850 FOREST HILL BLVD., SUITE 206
WEST PALM BEACH, FLORIDA 33406
EB# 2438
TEL. (561) 968-0080
FAX. (561) 642-9726 LB# 2438
ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTS
www.schorah.com
JOB NO. 1938 SHEET NO. C0
DEVELOPMENT PLANS
INDEX TO DRAWINGS
C0 COVER SHEET AND INDEX SHEET
C1 DEMOLITION PLAN
C2 PAVING AND DRAINAGE PLAN
C3 WATER AND SANITARY PLAN
C4 MISCELLANEOUS DETAILS
C5 PAVING AND DRAINAGE DETAILS
C6 WATER AND SANITARY DETAILS
C7 EROSION CONTROL PLAN
HIGH RIDGE ROAD
N
GENERAL CONTRACT CONDITIONS
1.INCORPORATED AS A PART OF THE GENERAL SPECIFICATIONS AND REQUIREMENTS FOR THIS PROJECT ARE THE
RELEVANT CRITERIA INCLUDED IN THE LATEST REVISION OF THE FOLLOWING ITEMS:
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION.
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST EDITION.
CITY OF BOYNTON BEACH LAND DEVELOPMENT CODE
CITY OF BOYNTON BEACH WATER UTILITIES DEPT. MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS.
ALL CONDITIONS AND/OR REQUIREMENTS RELATED TO THE CONSTRUCTION ACTIVITIES AS
SET IN THE SITE DEVELOPMENT PERMITS.
THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THESE ITEMS. ANY COSTS ASSOCIATED WITH COMPLIANCE
IS INCLUDED IN THE UNIT PRICES.
2.AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL PROVIDE ACCESS AND ALLOW FOR
COORDINATION SERVICES TO ACCOMMODATE UTILITIES, CONDUIT AND/OR SLEEVE CONSTRUCTION BY OTHERS.
ANY UTILITIES, CONDUITS AND/OR SLEEVES INSTALLED BY OTHERS AND DAMAGED BY THE CONTRACTOR SHALL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
3.IF REQUIRED BY OWNER OR GOVERNMENTAL AGENCY HAVING JURISDICTION OVER AFFECTED ROADWAYS, THE
CONTRACTOR WILL PROVIDE, AS PART OF HIS BASE BID FOR PAVEMENT SYSTEMS, A MAINTENANCE OF TRAFFIC
PLAN. ALSO INCLUDED WILL BE THE LABOR, EQUIPMENT AND MATERIALS REQUIRED TO IMPLEMENT THAT PLAN.
ALL WORK MUST BE DONE IN ACCORDANCE WITH AGENCY REQUIREMENTS AND ANY REQUIRED PERMITS OR
APPROVALS MUST BE APPLIED FOR AND OBTAINED BY THE CONTRACTOR.
4.TESTING OF CONSTRUCTION MATERIALS AND/OR CONSTRUCTED FACILITIES WILL BE REQUIRED AS OUTLINED IN
THE GOVERNING SPECIFICATIONS AS NECESSARY TO MEET THE REQUIREMENTS OF THE
PERMITTING/APPROVING AGENCIES. ALL TESTING IS TO BE DONE BY A FLORIDA LICENSED TESTING
LABORATORY AND THE COST OF THESE TESTS IS INCLUDED IN THE CONTRACTOR'S UNIT PRICES.
5.FIELD REVIEWS OF CONSTRUCTED FACILITIES WILL BE REQUIRED DURING THE CONSTRUCTION PROCESS. THE
CONTRACTOR IS TO NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO THE REQUESTED TIME FOR
REVIEW OF THE COMPLETED ITEMS. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS
NEEDED TO ACCOMMODATE THE FIELD REVIEW. THESE REVIEWS INCLUDE BUT ARE NOT LIMITED TO:
PIPE AND STRUCTURE REVIEW (PRE-INSTALLATION)
PRESSURE AND LEAKAGE TESTING OF WATER AND FIRE MAINS
SUB-GRADE REVIEW
CURB REVIEWS
BASE REVIEWS
LAMPING OF SANITARY SEWER SYSTEM
PUMP DOWN AND LAMPING OF STORM DRAINAGE SYSTEM
SEMI-FINAL AND FINAL REVIEWS
FACILITIES MUST BE COMPLETED PRIOR TO SCHEDULING FIELD REVIEW. IF A FIELD REVIEW FAILS TO MEET THE
AGENCY REQUIREMENTS AND AN ADDITIONAL REVIEW IS REQUIRED, THE CONTRACTOR WILL BE RESPONSIBLE
TO PAY ANY FEES ASSOCIATED WITH THE ADDITIONAL REVIEW.
6.NO SEPARATE PAYMENT SHALL BE PROVIDED TO THE CONTRACTOR FOR EARTHWORK ASSOCIATED WITH THIS
CONTRACT. ALL COSTS ASSOCIATED WITH SITE PREPARATION NECESSARY TO EXECUTE THE WORK SET FORTH
IN THE CONTRACT SHALL BE INCLUDED IN THE ITEMS PROVIDED FOR IN THE UNIT PRICE BID SCHEDULE. ANY
EXCESS MATERIAL REMAINING UPON COMPLETION OF CONSTRUCTION SHALL BE REMOVED TO AN ACCEPTABLE
LOCATION AT THE EXPENSE OF THE CONTRACTOR. AT THE OWNER'S OPTION HE MAY IDENTIFY A LOCATION
FOR THIS MATERIAL TO BE STOCK PILED OR INSTRUCT THE CONTRACTOR TO REMOVE THE EXCESS TO A LEGAL
DISPOSAL SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING OF THE SITE TO WITHIN 0.2 ±
FOOT OF ALL THE PROPOSED FINISHED GRADE ELEVATIONS THROUGHOUT THE PROJECT SITE AS DEPICTED ON
THE PLANS PREPARED BY THE ENGINEER. ELEVATIONS OF CONSTRUCTED FACILITIES, IE ROADWAYS, DRAINAGE,
ETC. ARE TO BE AS INDICATED ON THE PLANS.
7.EXISTING UTILITIES, ROADWAY AND DRAINAGE FACILITIES ARE LOCATED AND IDENTIFIED BASED ON THE
AVAILABLE INFORMATION. THE CONTRACTOR IS TO VERIFY THIS INFORMATION WHERE NECESSARY FOR
PROPOSED CONSTRUCTION. ALL COSTS ASSOCIATED WITH VERIFICATION, PROTECTION OF EXISTING SYSTEMS
OR CONNECTION TO THOSE ITEMS AS CALLED FOR ON THE PLANS IS INCLUDED IN THE UNIT PRICES.
8.UNLESS OTHERWISE AGREED TO PRIOR TO CONSTRUCTION THE UNIT QUANTITIES ESTABLISHED BY THE PLANS
WILL BE THE CONTRACT BASIS. UNIT PRICES SHALL INCLUDE ALL COSTS REQUIRED FOR THE COMPLETE
CONSTRUCTION OF THE SPECIFIED UNIT OF WORK INCLUDING BUT NOT LIMITED TO: COST OF MATERIALS AND
DELIVERY; COST OF INSTALLATION; LABOR, INCLUDING SOCIAL SECURITY, INSURANCE, AND OTHER REQUIRED
FRINGE BENEFITS, WORKMAN'S COMPENSATION INSURANCE; BOND PREMIUMS; RENTAL OF EQUIPMENT AND
MACHINERY; TAXES; TESTING SURVEYS AND OTHER INCIDENTAL EXPENSES; AND SUPERVISION.
9.CONTRACTOR SHALL EMPLOY A REGISTERED SURVEYOR TO LAY OUT LINE, GRADES, STRUCTURES, LOT
CORNERS, ETC. AS NECESSARY TO CONSTRUCT THE PROPOSED FACILITIES IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS. BENCH MARKS SHALL BE ESTABLISHED BY A REGISTERED SURVEYOR. BENCH MARKS
SHALL BE PERMANENT AND EASILY ACCESSIBLE AND MAINTAINED AND REPLACED IF DISTURBED OR
DESTROYED. HORIZONTAL CONTROL SHALL SIMILARLY BE ESTABLISHED AND MAINTAINED.
10.ANY UNSTABLE SOIL AND/OR SOIL CONTAINING ORGANIC MATERIAL ENCOUNTERED DURING CONSTRUCTION,
INCLUDING BUT NOT LIMITED TO MUCK, SILT, SLUDGE AND MARL, SHALL BE REMOVED AND SHALL BE REPLACED
BY MATERIAL ACCEPTABLE TO THE ENGINEER. NO ADDITIONAL PAYMENT SHALL BE PROVIDED FOR REMOVAL,
REPLACEMENT, AND DISPOSAL OF SUCH UNSTABLE SOIL AND/OR ORGANIC CONTENT SOIL. THE REMOVAL,
REPLACEMENT AND DISPOSAL OF SUCH UNSTABLE SOIL AND/OR ORGANIC CONTENT SOIL SHALL BE
CONSIDERED TO BE PART OF THE CONTRACT PRICE AS PROVIDED IN THE UNIT PRICE BID SCHEDULE. IF ANY
ROCK, HARDPAN, ETC. IS ENCOUNTERED DURING CONSTRUCTION OF ANY ITEMS, THE REMOVAL AND BACKFILL
REQUIRED SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THAT ITEM AND NO SEPARATE PAYMENT
WILL BE MADE.
11.THE CONTRACTOR SHALL VISIT THE SITE AND ACQUAINT HIMSELF WITH ALL EXISTING CONDITIONS. MAKE HIS
OWN SUBSURFACE INVESTIGATION TO SATISFY HIMSELF AS TO THE SITE AND SUBSURFACE CONDITIONS, BUT
SUCH SUBSURFACE INVESTIGATIONS SHALL BE PERFORMED ONLY UNDER TIME SCHEDULES AND
ARRANGEMENTS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE AND ENGINEER. THE EXISTING
GRADES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND NO REPRESENTATION IS MADE AS TO THEIR
ACCURACY OR CONSISTENCY. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES TO THE EXTENT
NECESSARY TO INSURE COMPLETION OF THE JOB TO THE PROPOSED GRADES INDICATED ON THE DRAWINGS.
12.THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRIERS AND PROTECTION FOR THOSE EXISTING FACILITIES
AND VEGETATION (NATURAL AND LANDSCAPING) THAT ARE TO REMAIN IN THE EXISTING CONDITIONS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR ANY COST ASSOCIATED WITH REPAIR OR REPLACEMENT OF THESE
ITEMS IF THEY ARE DAMAGED OR DESTROYED BY THE CONTRACTOR (INCLUDING HIS WORKERS,
SUBCONTRACTORS, LABORERS, SUPPLIERS, DELIVERY VEHICLES.)
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ANY DEWATERING PERMITS
AND/OR APPROVALS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED FACILITIES/SYSTEMS.
14.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PRODUCT DATA, MATERIAL SPECIFICATION OF OTHER
INFORMATION REGARDING CONSTRUCTION MATERIALS AND STRUCTURES AS REQUESTED BY THE OWNER,
ENGINEER OR PERMITTING/APPROVAL AGENCY. SHOP DRAWINGS MUST BE NEWLY PREPARED INFORMATION,
DRAWN TO ACCURATE SCALE. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD
INFORMATION AS THE BASIS OF SHOP DRAWINGS. STANDARD INFORMATION PREPARED WITHOUT SPECIFIC
REFERENCE TO THE PROJECT IS NOT CONSIDERED SHOP DRAWINGS. ALL COSTS ASSOCIATED WITH THIS ITEM
IS INCLUDED IN THE UNIT PRICES.
15.BY HIS SUBMITTAL OF ANY SHOP DRAWING OR CATALOG DATA, BEARING HIS APPROVAL STAMP, THE
CONTRACTOR THEREBY REPRESENTS THAT HE HAS DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS,
FIELD CONSTRUCTION CRITERIA, MATERIALS, DIMENSIONS, CATALOG NUMBERS AND SIMILAR DATA, OR WILL DO
SO, AND THAT HE HAS CHECKED AND COORDINATED EACH ITEM WITH OTHER APPLICABLE APPROVED SHOP
DRAWINGS AND THE CONTRACT REQUIREMENTS. SHOP DRAWINGS AND CATALOG DATA SUBMITTED WITHOUT
THE CONTRACTOR'S STAMP OF APPROVAL WILL BE RETURNED TO THE CONTRACTOR WITHOUT REVIEW.
APPROVAL OF SHOP DRAWINGS, SAMPLES, OR CATALOG DATA BY THE ENGINEER SHALL NOT AUTHORIZE ANY
DEVIATION FROM THE REQUIREMENT OF THE CONTRACT DOCUMENTS NOR SHALL SUCH APPROVAL RELIEVE
THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS THEREIN.
16.ANY PROPOSED SUBSTITUTE/EQUAL-TO STRUCTURE REINFORCING STEEL AS SHOWN ON THE CONTRACT
DOCUMENTS SHALL BE ACCOMPANIED BY CALCULATIONS PREPARED BY A STATE OF FLORIDA REGISTERED
PROFESSIONAL ENGINEER SUBSTANTIATING EQUIVALENCY. SHOP DRAWINGS WITH SUBSTITUTE
REINFORCEMENT NOT ACCOMPANIED BY CALCULATIONS WILL BE RETURNED TO THE CONTRACTOR WITHOUT
REVIEW.
17.THE CONTRACTOR UNDERSTANDS THAT THEY ARE REQUIRED TO PERFORM ANY AND ALL TESTS, INSPECTIONS,
PROCEDURES INCLUDING ALL LABOR, MATERIALS, TIME AND EFFORT IN ORDER TO HAVE ALL WORK
DESIGNATED AS FINAL BY ANY AGENCY OR MUNICIPALITY HAVING THE AUTHORITY AND HAVE ALL BONDS OR
LETTERS OF CREDIT RELEASED TO OWNER. AND THAT SUCH TESTS, INSPECTIONS AND PROCEDURES ARE
INCLUDED IN THE UNIT PRICES.
18.CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH OWNER'S SURVEYOR FOR PURPOSES OF OBTAINING
RECORD INFORMATION AS REQUIRED BY THE ENGINEER AND REGULATORY AGENCIES. CONTRACTOR SHALL
PROVIDE EQUIPMENT AND MANPOWER AS NECESSARY TO OBTAIN RECORD INFORMATION, INCLUDING BUT NOT
LIMITED TO POTHOLING, PIPE/STRUCTURE CLEANING AND/OR PUMP-DOWN.
19.LANDSCAPING SHALL NOT BE PERMITTED IN DRAINAGE/UTILITY EASEMENTS.
N.T.S.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
S
N89°24'17"W 1000.61' C/P
LAWN
UTILITY EASEMENT
(O.R.B. 11611, PG. 697, P.B.C.R.)
UTILITY EASEMENT
(O.R.B. 22049, PG 690
CONC. WALKUTILITY EASEMENT (P.B. 46, PG. 58, P.B.C.R.)
DUMPSTER PAD
UTILITY EASEMENT
(O.R.B. 11611, PAGE 697 P.B.C.R)UTILITY EASEMENT(O.R.B. 22049, PG 690WATER & SEWER EASEMENT
(O.R.B. 28453, PG. 245, P.B.C.R.)
EXISTING
(ELEMENTARY BLDG.)
PLAY GROUND AREA
FPL EASEMENT
(O.R.B. 21841,
PAGE 268 P.B.C.R)
RESTROOM
15' FPL EASEMENT
(O.R.B. 11825, PAGE 1467 P.B.C.R)
EXISTING
ONE STORY C.B.S.
SCHOOL BUILDING
FIN. FL. EL.= 31.40
BASKETBALL
COURT
PLAYGROUND
ONE STORY C.B.S.
FIN. FL. EL.= 30.45
S89°24'09"E 1316.29' (C/M)
( IN FEET )
GRAPHIC SCALE
0
1 inch = ft.20
10 20 40 60
DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:21pmMAM/MJL1" = 20'MARCH 2026C1
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2DEMOLITION PLANMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.Know what's below.
before you dig.CallR
www.callsunshine.com
EXISTING SIDEWALK TO BE REMOVED
EXISTING CURB
TO BE REMOVED
EXISTING (5) WHEEL STOPS TO BE REMOVED
OR RELOCATED AS NECESSARY (TYP.)
SAWCUT AND REMOVE
EXISTING PAVEMENT (TYP.)
EXISTING EXISTING WHEEL STOP TO BE
REMOVED, STORED, PRESSURE CLEANED
AND REPLACED IN NEW ADA PARKING SPACE
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUT, REMOVE EXISTING SIDEWALK
SAWCUT, REMOVE EXISTING PAVEMENT
LEGEND
ALL ELEVATIONS SHOWN ARE N.G.V.D. '29
CONVERSION: N.A.V.D. = N.G.V.D. -1.56'
REMOVE EXISTING WHITE STRIPE BY WATER BLASTING
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
30.8
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1
29.2
3
25.8
0
25.7
9
22.0
2
22.0
4
24.3
7
24.0
5
24.5
5
25.6
3
26.1
5
27.5
4
27.3
2
27.8
6
29.1429.0
3
29.4
930.9
0
30.8
1
27.0
8
26.3
8
23.4
3
26.1
927.5
131.0
4
35.2
4
32.4
2
31.4
0
19.1
2
30.4
7 31.3
2
31.4
2
31.4
0
31.3
5
30.4
9
30.1
9
30.1
4
30.2
0
28.7
7
26.7
6
26.5
528.9
3
29.3
2
30.1
4
30.7
5
31.0
7
30.4
9
30.5
530.5
0
30.5
2
31.1
2
30.1
5
29.6
4
33.0
2
33.5
0
34.9
4
37.3
0
37.3
438.1
1
39.3
8
28.7
9
29.6
5
29.7
5 29.3
1
31.0
0
30.9
9
31.0
9
31.5
6
31.1
6
30.9
2
31.0
6
31.1
4
31.0
9
30.7
0
30.7
8
31.0
6
31.4
5
31.4
3
31.5
0
31.4
2
31.4
5
31.4
2
31.4
4
31.4
0
31.6
8
32.1
6
32.4
2
38.0
4
0.00
29.8
5
29.9
9
29.9
8
30.0
0
30.0
330.3
0
30.1
8
30.1
4
30.0
1
30.0
5
29.9
8
30.1
2
29.8
7
29.7
6
29.9
0
28.8
9
28.8
4
28.9
5
28.3
5
28.4
2
29.3
4
29.3
0
29.2
929.4
4
29.7
0
29.6
2
29.3
8
29.1
6
29.2
2
28.9
9
26.0
5 26.0
4
2
2
.
7
2
22.8
8
30.2
2
29.8
830.5
531.1
9
30.0
7
30.1
9
29.7
5
29.8
4
29.6
3
29.7
9
30.2
7
29.8
6
29.6
2
29.4
2
26.8
5
25.1
5
29.5
329.8
8
30.3
4
30.2
7
30.3
6
30.3
0
30.2
7
30.2
9
30.3
2
28.4
6 21.5422.86
24.9
4
27.2
8
25.6
9
28.1
2
29.1229.4
3
28.7
5
27.8
8
27.5
2
24.9
326.3
7
28.2
6
28.5
3
29.1
0
29.8
4
30.0
8
30.0
7
29.9
2
29.0
6
28.6
8
29.4
5
29.9
5
19.2
5
19.2
5
31.0
4
30.8
5
30.8
2
30.9
0
31.0
0
31.0
6
UTILITY EASEMENT
(O.R.B. 11611, PG. 697, P.B.C.R.)
UTILITY EASEMENT
(O.R.B. 22049, PG 690
CONC. WALKUTILITY EASEMENT (P.B. 46, PG. 58, P.B.C.R.)
DUMPSTER PAD
UTILITY EASEMENT
(O.R.B. 11611, PAGE 697 P.B.C.R)UTILITY EASEMENT(O.R.B. 22049, PG 690WATER & SEWER EASEMENT
(O.R.B. 28453, PG. 245, P.B.C.R.)
EXISTING
(ELEMENTARY BLDG.)
FPL EASEMENT
(O.R.B. 21841,
PAGE 268 P.B.C.R)
RESTROOM
15' FPL EASEMENT
(O.R.B. 11825, PAGE 1467 P.B.C.R)
EXISTING
ONE STORY C.B.S.
SCHOOL BUILDING
FIN. FL. EL.= 31.40
BASKETBALL
COURT
PLAYGROUND
ONE STORY C.B.S.
FIN. FL. EL.= 30.45
S89°24'09"E 1316.29' (C/M)
29.82
29.64
29.75
26.94
29.25
30.43
30.43
27.70
28.60
29.95
29.95
29.95
29.95
30.30
28.8130.10
30.18
30.25
29.83
25.46
29.95
30.35 30.43
30.43
30.35
30.4330.35
30.43
30.35
30.4330.35
29.10
DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:21pmMAM/MJL1" = 20'MARCH 2026C2
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2PAVING AND DRAINAGE PLANMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.Know what's below.
before you dig.CallR
www.callsunshine.com
( IN FEET )
GRAPHIC SCALE
0
1 inch = ft.20
10 20 40 60
30.45
SEE DETAIL 'A' SHEET C4
MEET EXIST.
CURB
MEET EXIST. CURB
SAWCUT EXISTING
PAVEMENT, INSTALL
TYPE 'D' CURB
SAWCUT EXISTING
PAVEMENT, INSTALL
TYPE 'D' CURB
SAWCUT EXISTING
PAVEMENT, INSTALL
TYPE 'D' CURB
MEET EXIST.
CURB
12" HDPE @ 0.50% (MIN.)
12" HDPE @ 0.50% (MIN.)
12" HDPE @ 0.50% (MIN.)ADJUST / MODIFY
CLEANOUT TOPS TO BE
FLUSH W/ SIDEWALK (TYP.)
MEET EXIST.
SIDEWALK
ROOF DRAIN OVER
SANITARY LATERAL
CONTRACTOR TO VERIFY LOCATION, SIZE,
AND DEPTH OF FPL CONDUIT. CONTRACTOR
TO REPORT MEASURED CONDITION AND
PROPOSE CROSSING AND CORE ENTRY
ELEVATIONS TO ENGINEER FOR REVIEW
CONNECT TO EXISTING
DRAINAGE STRUCTURE
(CORE ENTRY)
OPEN CUT AND REPAIR EXISTING
PAVEMENT PER DETAIL
45° BEND
5' SIDEWALK
(TYP.)
MEET EXISTING
SIDEWALK
8" HDPE @ 0.50%
8" HDPE @ 0.50%
10'
5.5'6'R18'
ROOF DRAIN CONNECTION
(SEE PLUMBING PLAN FOR CONTINUATION)
ROOF DRAIN CONNECTION
(SEE PLUMBING PLAN FOR
CONTINUATION)BBREPLACE TYPE 'D' CURB
MATCH EXISTING
12" X 12" WYE
A A
ADJUST / MODIFY CLEANOUT
TOPS TO MATCH FINAL GRADE
PROVIDE CONCRETE COLLAR
(TYP.)
EXIST. PC
TOP 20.82
INV. 15.74W
INV 13.61E
SEE DETAIL 'C' SHEET C4
SEE DETAIL 'B' SHEET C4
SAWCUT AND REPLACE CONCRETE
SIDEWALK AS NECESSARY TO
ACCOMMODATE ROOF DRAIN
ROOF DRAINAGE
OVER SANITARY
ROOF DRAIN CONNECTION
(SEE PLUMBING PLAN FOR
CONTINUATION)
MEET EXISTING
SIDEWALK
12" HDPE @ 0.50% (MIN.)
MEET EXIST.
12.69'
6'
(TYP.)
REGRADE AREA AS
NECESSARY TO MEET
NEW SIDEWALK
CUT-IN 12" X 8"
WYE (TYP.)
CUT-IN 12" X 8"
WYE (TYP.)
± 4" STEP TO
MEET EXIST.
(TYP.)
EXISTING ELEVATION
SLOPE DIRECTION
x 18.64MANHOLE
FINISHED FLOOR ELEVATION
STRUCTURE NUMBER, TYPE AND
SIZE IF LARGER THAN 4'.
INVERT AND DIRECTION
SPOT ELEVATION
GRATE ELEVATION
YARD DRAIN
LEGEND
PROPOSED CONCRETE SIDEWALK
PCS-1
18.68
15.07N
30.45
ALL ELEVATIONS SHOWN ARE N.G.V.D. '29
CONVERSION: N.A.V.D. = N.G.V.D. -1.56'
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
S
N89°24'17"W 1000.61' C/P
UTILITY EASEMENT
(O.R.B. 11611, PG. 697, P.B.C.R.)
UTILITY EASEMENT
(O.R.B. 22049, PG 690
CONC. WALKUTILITY EASEMENT (P.B. 46, PG. 58, P.B.C.R.)
DUMPSTER PAD
UTILITY EASEMENT
(O.R.B. 11611, PAGE 697 P.B.C.R)UTILITY EASEMENT(O.R.B. 22049, PG 690WATER & SEWER EASEMENT
(O.R.B. 28453, PG. 245, P.B.C.R.)
EXISTING
(ELEMENTARY BLDG.)
FPL EASEMENT
(O.R.B. 21841,
PAGE 268 P.B.C.R)
RESTROOM
15' FPL EASEMENT
(O.R.B. 11825, PAGE 1467 P.B.C.R)
EXISTING
ONE STORY C.B.S.
SCHOOL BUILDING
FIN. FL. EL.= 31.40
BASKETBALL
COURT
PLAYGROUND
ONE STORY C.B.S.
FIN. FL. EL.= 30.45
S89°24'09"E 1316.29' (C/M)
CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION OR ORDERING OF MATERIALS TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
( IN FEET )
GRAPHIC SCALE
0
1 inch = ft.20
10 20 40 60
Know what's below.
before you dig.CallR
www.callsunshine.com
1.ALL WATER MAIN TO BE D.I.P. CLASS 52 CEMENT LINED UNLESS
OTHERWISE NOTED. ALL PRESSURE PIPE TO BE INSTALLED AT MIN. 36"
COVER FROM FINISHED GRADE.
2.ALL SANITARY TO BE PVC SDR 26 UNLESS NOTED OTHERWISE ON PLAN.
3.ALL GATE VALVES ARE TO BE CONSTRUCTED COMPLETELY IN GRASSED
AREAS UNLESS SHOWN OTHERWISE ON THE PLANS. NO GATE VALVES
SHALL BE CONSTRUCTED WITHIN THE SIDEWALK OR CURB.
4.ALL FIRE HYDRANTS SHALL BE CONSTRUCTED COMPLETELY IN GRASSED
AREAS AND NO LESS THAN 4' FROM THE DRIVEWAYS.
5.ALL WATER MAIN PIPE AND PIPE FITTINGS INSTALLED UNDER THIS
PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH
SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A
PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM
RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE WILL BE
SOLID-WALL BLUE PIPE, WILL HAVE A CO-EXTRUDED BLUE EXTERNAL
SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES
INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND
UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES
APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF
THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE
AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE
INTERVALS AROUND THE PIPE AND THAT WILL REMAIN INTACT DURING
AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO
STRIPE WATER MAIN PIPE DURING INSTALLATION OF THE PIPE, THE TAPE
OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL
TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE
PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER,
TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH
SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVE
GROUND WATER MAIN PIPE WILL BE PAINTED BLUE OR WILL BE COLOR
CODED OR MARKED LIKE UNDERGROUND PIPE. [FAC 62-555.320(21)(B)3]
6.SANITARY LINES TO BE PRIVATELY OWNED AND MAINTAINED.
7.SEE FIRE SPRINKLER DESIGN FOR CONSTRUCTION PLAN AND DETAILS.
FIRE SPRINKLER SYSTEM TO BE DESIGNED AND INSTALLED BY A
LICENSED FIRE SPRINKLER COMPANY.FIRE LINE SHALL BE CLASS 53.
8.WATER SERVICE SHALL BE POLYETHYLENE TUBING SDR 9 COPPER TUBE
SIZE.
9.CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 48 HOURS BEFORE ANY EXCAVATION OR ORDERING OF MATERIALS
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:22pmMAM/MJL1" = 20'MARCH 2026C3
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2WATER AND SANITARY PLANMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.NOTES :
1" METER ASSEMBLY W/
2" RPZ BACKFLOW
PREVENTER
EXISTING 2" WATER SERVICE
CONNECT TO
EXISTING CLEAN OUT
W/ 4" X 6" INCREASER
SEE PLUMBING PLAN
FOR CONTINUATION 83' - 4" PVC (SDR 26) @ 2.08% (MIN.)
PRIVATE OIL/WATER SEPARATOR WITH
INSPECTION PORTS PER CITY OF
BOYNTON BEACH UTILITIES DETAIL 11A
4" D.I.P. (CL 53)
FIRE LINE
4" 45° BEND
5'
4" FDC
CONNECT TO
EXISTING CLEAN OUT
W/ 4" X 6" INCREASER
SEE PLUMBING PLANS
FOR CONTINUATION
EXIST. C.O. 7
TOP EL. 22.00
INV. EL. 17.78
EXIST. C.O. 6
TOP EL. 27.00
INV. EL. 20.29
ADJUST CLEANOUT TOP TO
MEET FINISHED GRADE.
PROVIDE CONCRETE COLLAR
EXIST. C.O. 4
TOP EL. 27.50
INV. EL. 23.71
ADJUST CLEANOUT TOP TO
MEET FINISHED GRADE.
PROVIDE CONCRETE COLLAR
CONNECT TO EXISTING 4" FIRE
LINE W/ 90° BEND. REMOVE
REMAINDER OF EXISTING LINE.
4" D.I.P. (CL 53)
FIRE LINE (TYP.)
EXIST. C.O. 5
TOP EL. 27.00
INV. EL. 23.27
ADJUST CLEANOUT TOP TO
MEET FINISHED GRADE.
PROVIDE CONCRETE COLLAR
EXIST. C.O. 3
TOP EL. 29.65
INV. EL. 25.38
ADJUST / MODIFY CLEANOUT TOP
TO BE FLUSH W/ SIDEWALK
EXIST. C.O. 2
TOP EL. 29.0 (±)
INV. EL. 25.65
EXIST. C.O. 1
TOP EL. 29.65
INV. EL. 26.30
ADJUST / MODIFY CLEANOUT TOP TO
BE FLUSH W/ SIDEWALK
MODIFY AND CONNECT TO
EXISTING SERVICE
SEE DETAIL 'E' SHEET C4
SEE DETAIL 'D'
SHEET C4
12' U.E.
EXISTING 6" PVC SDR 26
SERVICE LATERAL (TYP.)
ALL ELEVATIONS SHOWN ARE N.G.V.D. '29
CONVERSION: N.A.V.D. = N.G.V.D. -1.56'
LEGEND
PROPOSED FDC
DOUBLE DETECTOR CHECK VALVE ASSEMBLY
METER
PROPOSED VALVE
CLEANOUT
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
25.46
29.95
24.96
24.37
23.91
23.99
24.20
26.98
24.51
24.83
29.95
29.3
1
29.2
3
27.5
4
27.3
2
27.8
6
29.0
3
29.2
3
27.5
4
27.3
2
27.8
6
29.3
1
29.2
3
27.5
4
27.3
2
27.8
6
29.1429.0
3
29.7
6
28.8
9
28.8
4
28.9
5
28.3
5
28.4
2
30.29
29.82
29.64
29.75 30.38
30.29 30.29
28.5527.94
27.44
26.94
27.53
29.71
29.13
29.25
27.70
28.60
28.44
28.5330.38
28.64
29.80
29.19
30.43
29.2
2
28.9
9
29.6
329.8
6
29.6
2
29.4
2
28.1
2
29.1229.4
3
28.7
5
29.1
0
29.8
4
30.0
8
30.0
7
30.43
30.43 29.95
30.30
28.8130.10
30.18
30.25
29.8329.10
30.43
30.3030.30
22.86
24.9
4
27.2
8
25.6
9
30.43
29.95
29.95
30.35 25.35 25.27 25.19
25.35
25.27
29.95
DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:22pmMAM/MJLAS SHOWNMARCH 2026C4
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2MISCELLANEOUS DETAILSMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.CONSTRUCT THREE (3) CONCRETE
STEPS W/ 7" RISERS (11" TREAD)
SEE ARCHITECTURAL PLANS FOR
HANDRAIL REQUIREMENTS
DETAIL 'A'
SCALE: 1" = 10'
CONSTRUCT TWO (2) CONCRETE
STEPS W/ 6" RISERS (11" TREAD)
SEE ARCHITECTURAL PLANS FOR
HANDRAIL REQUIREMENTS14.83' @ 3.17%CONSTRUCT FIVE (5) CONCRETE
STEPS W/ 6" RISERS (11" TREAD)
(CURB INCORPORATED
INTO BOTTOM STEP)
SEE ARCHITECTURAL PLANS FOR
HANDRAIL REQUIREMENTS
TYPE 'D' CURB
12'U.E.DETAIL 'B'
SCALE: 1" = 10'
DETAIL 'C'
SCALE: 1" = 10'
CONSTRUCT TEN (10)
CONCRETE STEPS W/ 6" RISERS
(11" TREAD)
SEE ARCHITECTURAL PLANS
FOR HANDRAIL REQUIREMENTS
5'
MIN.
8.25'4.48'5'1" METER ASSEMBLY W/
2" RPZ BACKFLOW
PREVENTER
EXISTING 2"
WATER SERVICE
W/ 2" VALVE
MODIFY AND CONNECT TO
EXISTING SERVICE
SEE PLUMBING PLANS
FOR CONTINUATION
SEE FIRE PROTECTION
PLANS FOR CONTINUATION
SEE PLUMBING PLANS
FOR CONTINUATION
EXIST. C.O. 6
TOP EL. 27.00
INV. EL. 20.29
CONNECT TO EXISTING 4" FIRE
LINE W/ 90° BEND. REMOVE
REMAINDER OF EXISTING LINE.
4" X 4" TEE
4" D.I.P. (CL 53)
FIRE LINE (TYP.)
4" GATE VALVE
4" DOUBLE DETECTOR
CHECK VALVE ASSEMBLY
DETAIL 'D'
SCALE: 1" = 5'
DETAIL 'E'
SCALE: 1" = 5'
4" 45° BEND
INLINE DRAIN
TOP EL. 29.10 5'3.25'
TYP.
EXIST. C.O. 3
TOP EL. 29.65
INV. EL. 25.38
ADJUST / MODIFY CLEANOUT TOP
TO BE FLUSH W/ SIDEWALK
EXIST. C.O. 2
TOP EL. 29.0 (±)
INV. EL. 25.65
EXIST. C.O. 1
TOP EL. 29.65
INV. EL. 26.30
ADJUST / MODIFY CLEANOUT TOP TO
BE FLUSH W/ SIDEWALK
TOP OF OIL/GREASE
SEPARATOR AND ACCESS
PORTS ELEV. 30.20
3'
TYP.10'
EXTERIOR DOWNSPOUT (TYP.)
SEE DOWNSPOUT
CONNECTION DETAIL (TYP.)7'ROOF
OVERHANG
(TYP.)
MEET
EXISTING
FIRE LINE TO PASS UNDER WATER
SERVICE WITH MINIMUM 12" SEPARATION.
CENTER PIPE LENGTH ON CROSSING.
TWO (2) 45° VERTICAL
BENDS (TYP.)
12'
U.E.
4.61'
15'
CONNECT TO
EXISTING CLEAN OUT
W/ 4" X 6" INCREASER
4" 90° BEND
MAINTAIN MINIMUM 12"
SEPARATION AT CROSSING
4" 45° BEND
(ROTATED)
4" 45° BEND
(ROTATED)
4" 90° BEND
4" 90° BEND
4" D.I.P. (CL 53)
FIRE LINE
4" D.I.P. (CL 53)
FIRE LINE
3'10'3'
CLEANOUT W/
CONCRETE COLLARSLOPE 1:3 (V:H)4" PVC (SDR 26) @ 2.08% (MIN.)
12" HDPE @ 0.50% (MIN.)
8" HDPE @ 0.50% (MIN.)10'30.59'
B.B.U.E.
UTILITY EASEMENT
(O.R.B. 22049, PG 690
10'B.B.U.E.12.73'3'EXIST. 8" WATER MAIN
5'4" 45° BEND
MAINTAIN MINIMUM 12"
SEPARATION AT CROSSING
4" D.I.P. (CL 53)
FIRE LINE
EXISTING 4" FIRE
LINE AND 4" G.V.
ALL ELEVATIONS SHOWN ARE N.G.V.D. '29
CONVERSION: N.A.V.D. = N.G.V.D. -1.56'
SAWCUT EXISTING PAVEMENT
INSTALL TYPE 'D' CURB (TYP.)
ADA PARKING SIGN
PER DETAIL
MEET EXIST.
PAVEMENT
CCMEET EXIST.
SIDEWALK
5'
6'6'
LIMITS OF B.B.U.E. (TYP.)
30.45
PROPOSED BUILDING
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
MAXIMUM DENSITY. PER AASHTO T-180.
MINIMUM 95% PER AASHTO T-180.
PER AASHTO T-180.
EXISTING ROADWAY - OPEN CUT."
SEE SEPERATE DETAIL FOR "PAVEMENT REPLACEMENT/PIPE INSTALLATION UNDER7.
OF 100' MAXIMUM.
TYPICAL TRENCH DETAIL
SUB-GRADEBASETYPE
PAVING SPECIFICATIONS
WEARING SURFACE
ROADWAY
CONCRETE
WALKS NONE
4" THICK COMPACTED TO
98% MAX. DRY DENSITY PER
A.A.S.H.T.O. T-180
12" THICK COMPACTED TO
98% MAX. DRY DENSITY PER
A.A.S.H.T.O. T-180
8" THICK BASEROCK COMPACTED
IN TWO EQUAL LIFTS TO 98%
TO 98% MAXIMUM DRY DENSITY
PER A.A.S.H.T.O. T-180
1-1/2" THICK TYPE S-III
ASPHALTIC SURFACE COURSE
IN TWO LIFTS
4" THICK CONCRETE (3000 P.S.I.)
SPECIFICATIONS - PAVING AND DRAINAGE
1.CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION, ALL VEGETATION AND
ROOT MATERIAL SHALL BE REMOVED.
2.GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE
REMOVED WITHIN THE CONSTRUCTION AREA ONE FOOT BELOW THE SUBGRADE
EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA.
3.HARDPAN - IF HARDPAN IS ENCOUNTERED IN THE ROADSIDE SWALE, IT WILL BE REMOVED
TO A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR
MATERIAL.
4.MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD RIGHTS OF
WAY, THEY WILL BE REMOVED COMPLETELY FROM THE AREA OF CONSTRUCTION TO A
WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH
GRANULAR MATERIAL.
5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE EXACT LOCATIONS OF ALL
EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO
CONSTRUCTION. NOTIFY ALL UTILITIES INVOLVED PRIOR TO CONSTRUCTION.
6.PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING
AREAS SHALL BE DEFINED IN THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 125-8.
PIPELINE BACKFILL SHALL BE PLACED IN TWELVE INCH LIFTS AND COMPACTED TO 98% OF
THE STANDARD PROCTOR (A.A.S.H.T.O.) T-180 SPECIFICATIONS.
7.SEQUENCE OF CONSTRUCTION - SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO ROADWAY CONSTRUCTION.
8.INLETS - ALL INLETS SHALL BE THE TYPE DESIGNATED ON THE PLANS, AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION
425.9.
9.CORRUGATED ALUMINUM PIPE (C.AL.P.) - THE PIPE SHALL CONFORM WITH THE
REQUIREMENTS OF THE A.A.S.H.T.O. M-196, AND WITH THE FLORIDA D.O.T.
SPECIFICATIONS, SECTION 945-1. ALUMINUM PIPE TO BE HELICAL (SPIRAL FLOW).
10.REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF
CLASS III OF A.S.T.M. C-76 AND WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 941.
11.SUBGRADE - ALL MUCK, STUMP ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED
IN THE PREPARATIONS OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE
CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET (10') BEYOND THE PROPOSED
EDGE OF PAVEMENT. SUBGRADE SHALL BE COMPACTED TO 98% MAXIMUM DRY DENSITY
A.A.S.H.T.O. T-180 LATEST REVISION SPECIFICATIONS. WHERE STABILIZATION IS
REQUIRED IT SHALL MEET THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ,
SECTION 160. DENSITY TESTS OF COMPACTED SUBGRADE SHALL BE TAKEN AT A MINIMUM
OF 1 TEST FOR EVERY 400 FT OF LANE WITH TESTS ON ADJACENT LANES AT STAGGERED
LOCATIONS.
12.BASEROCK - BASEROCK MATERIAL SHALL CONFORM WITH THE REQUIREMENTS OF THE
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, SECTION 911 (LIMEROCK) OR SECTION 913A (SHELL-ROCK
MATERIAL). BASE SHALL BE COMPACTED TO A DENSITY NO LESS THAN 98% OF MAXIMUM
DRY DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180, LATEST REVISION. CONTRACTOR
SHALL NOTIFY ENGINEER IF BASEROCK SUBSTITUTE, OTHER THAN THE ABOVE-NOTED, IS
PROPOSED. CONTRACTOR SHALL SUBMIT TEST REPORTS SHOWING GRADATION,
CARBONATE CONTENT, PLASTICITY INDEX AND LIMEROCK BEARING RATIO OF PROPOSED
SUBSTITUTE. TEST REPORTS SUBMITTED FOR SUBSTITUTE REVIEW SHALL NOT BE MORE
THAN TWO (2) WEEKS OLD. ENGINEER MAY REQUIRE ADDITIONAL LAYER THICKNESS OF
SUBSTITUTE. CONTRACTOR SHALL PROVIDE ADDITIONAL LAYER THICKNESS AT NO EXTRA
COST TO OWNER.
13.PRIME COAT - BITUMINOUS PRIME COAT SHALL CONFORM WITH THE REQUIREMENTS OF
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION , SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0.10
GALLONS PER SQUARE YARD,
14.TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE
FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION , SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0.05
GALLONS PER SQUARE YARD.
15.SURFACE COURSE - TYPE 'S' ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM
WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS, SECTIONS 331 AND 332, THE MINIMUM COMPACTED
THICKNESS TO BE AS NOTED ON PLANS.
16.CONCRETE - ALL CONCRETE SHALL DEVELOP 2500 P.S.I. (MINIMUM) 28 DAY COMPRESSIVE
STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM
WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION , SECTION 347, CLASS I CONCRETE USED AS PAVING
SHALL DEVELOP 3000 P.S.I. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. CONCRETE
CURBING SHALL CONFORM WITH THE FLORIDA D.O.T. SPECIFICATIONS, SECTION 520.
17.REGULATIONS - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT PALM
BEACH COUNTY UNIFIED LAND DEVELOPMENT CODE AND THE CURRENT FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION , AND ALL ADDENDA TO THE ABOVE REGULATIONS AND THEIR LATEST
REVISIONS THERETO SHALL GOVERN.
18.ELEVATIONS - ALL ELEVATIONS REFER TO N.G.V.D., 29.
19.AS-BUILTS - THE CONTRACTOR SHALL COMPLETE "AS-BUILT" INFORMATION RELATIVE TO
LOCATION OF THE INLETS AND MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS.
20.GUARANTY - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY
THE CONTRACTOR UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF
ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF, AGAINST DEFECTIVE
MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER
OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS, DURING THE
GUARANTY PERIOD, THE AFFECTED PART, PARTS, OR MATERIALS SHALL BE REPLACED
PROMPTLY WITH NEW PARTS OR MATERIALS BY THE CONTRACTOR, AT NO EXPENSE TO
THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY
REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER,
THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR.
21.WHERE CONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE PROPOSED, SAID
EXISTING DRAINAGE STRUCTURES AND LINES SHALL BE CLEANED OF ALL SILT AND OTHER
DEBRIS PRIOR TO SAID CONNECTIONS BEING MADE, AND WHERE THE EXISTING DRAINAGE
SYSTEM INCLUDES DITCHES, SAID DITCHES SHALL BE CLEARED AND REWORKED, AS
NECESSARY, TO RESTORE THEM TO AN APPROVED DESIGN SECTION.
22.ALL MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
AND PALM BEACH COUNTY, FLORIDA ENGINEERING DEPARTMENT DRAWING T-P-13.
23.WHERE A MODIFIED OR STANDARD PROCTOR IS REQUIRED ON MATERIAL THAT REQUIRES
COMPACTION TO A SPECIFIED LIMIT, A PROCTOR MUST BE DONE FOR EACH TYPE OR
CLASSIFICATION OF MATERIAL TO BE UTILIZED.
24.ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN TO BELOW ONE-THIRD OF THE
DIAMETER OF THE PIPE (FROM THE INVERT) AND LAMPED AS A REQUIREMENT OF THE
FINAL DRAINAGE INSPECTION.
25.CORRUGATED POLYETHYLENE PIPE - SHALL BE SMOOTH INTERIOR TYPE MEETING THE
REQUIREMENTS OF THE A.A.S.H.T.O. M294 TYPE S FOR NON-PERFORATED AND TYPE SP
FOR PERFORATED WITH CLASS 2 PERFORATIONS.
26.CORRUGATED POLYETHYLENE COUPLINGS SHALL BE SUPPLIED OR RECOMMENDED BY
THE PIPE SUPPLIER.
27.CONTRACTOR IS RESPONSIBLE TO PROVIDE REPORTING AND COMPLIANCE WITH A
STORMWATER POLLUTION PREVENTION PLAN THAT COMPLIES WITH THE NATIONAL
POLLUTION DISCHARGE ELIMINATION SYSTEM. SAID COMPLIANCE INCLUDES, BUT IS NOT
LIMITED TO, MAINTAINING AN ON-SITE REPORT LOG AVAILABLE FOR REVIEW BY FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION OR OTHER AGENCY HAVING
JURISDICTION.
28.THE CONTRACTOR UNDERSTANDS THAT THEY ARE REQUIRED TO PERFORM ANY AND ALL
TESTS, INSPECTIONS, PROCEDURES INCLUDING ALL LABOR, MATERIALS, TIME AND
EFFORT IN ORDER TO HAVE ALL WORK DESIGNATED AS FINAL BY ANY AGENCY OR
MUNICIPALITY HAVING THE AUTHORITY AND HAVE ALL BONDS OR LETTERS OF CREDIT
RELEASED TO OWNER. AND THAT SUCH TESTS, INSPECTIONS AND PROCEDURES ARE
INCLUDED IN THE CONTRACT WITH OWNER.
29.CONTRACTOR SHALL MAINTAIN MINIMUM ONE-WAY OPEN TRAFFIC AROUND DRIVEWAY
LOOP. SHOULD CONTRACTOR NEED TO CLOSE A PORTION OF THE DRIVEWAY LOOP HE
SHALL PREPARE AND SUBMIT TO OWNER A MAINTENANCE OF TRAFFIC/PEDESTRIAN
ACCESS FOR REVIEW AND APPROVAL. CONTRACTOR SHALL ACCOMMODATE A MINIMUM
OF TWO WEEKS AFTER APPROVAL BY OWNER BEFORE CLOSURE TO ACCOMMODATE
SCHOOL ACTIVITIES UNLESS WAIVED IN WRITING BY OWNER.
GENERAL NOTES:
FOR PERMITTED PAVEMENT CUT
REPLACEMENT OF FLEXIBLE PAVEMENT
COMPACTED FILL BENEATH THE HAUNCHES
1.
2.
6.
5.
4.
3.
STAGE #2
THE TOP OF SUBGRADE MATERIAL.
OF THE PIPE TO A POINT INDICATING
COMPACTED BED AND FILL ALONG THE SIDES
THE PERMITTEE SHALL OBTAIN A WELL-
PIPE AND ABOVE ANY BEDDING REQUIRED.
PLACED BENEATH THE HAUNCHES OF THE
COMPACTION APPLIES TO THE MATERIAL
SUITABLE FOR THIS PURPOSE. THIS
OF THE PIPE USING MECHANICAL TAMPS
JOINT
(COMPACTED THICKNESS) AND SHALL BE
STAGES SHALL BE PLACED IN 6" LAYERS
THE BACKFILL FOR THE FIRST AND SECOND
DENSITY PROCEDURES:
SURFACE
STAGE #1
THE PERMITTEE SHALL PROVIDE ADEQUATE
AS DETERMINED BY A.A.S.H.T.O. T-99.
COMPACTED TO 100% OF MAXIMUM DENSITY
12"12"VARIES
ROADWAY (TURNOUTS, SHOULDER
STAGE #1SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE.
SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED.
ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.
EACH LAYER THOROUGHLY ROLLED OR TAMPED TO SPECIFIED DENSITY.
BASE MATERIAL SHALL BE PLACED IN TWO OR THREE LAYERS AND
REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
DELETERIOUS SUBSTANCES DURING EXCAVATION SHALL NOT BE USED.
GREATER STRUCTURAL ADEQUACY. MATERIALS CONTAMINATED WITH
AND COMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR
BASE AND BACKFILL MATERIALS SHALL BE EITHER OF THE SAME TYPE
THICKNESS OF THE ORIGINAL BASE.
METHOD A.A.S.H.T.O. T-180
PAVEMENT ETC.)
NO SCALE
1.5'
VARIES
DIAMETER
1.5'
SURFACE
2TDITCH WIDTH (W) + 4'
SURFACE REPLACEMENT
STAGE #2TBASE
REPLACEMENT
LOCATIONSEECRITERIA6" LAYERS COMPACTED THICKNESS
LIMEROCK, SHELL ETC
95% OUTSIDE THE TRAVELLED
98% UNDER ROADWAY
DENSITY REQUIREMENTS:
NEW SUBGRADE
ASPHALT JOINT DETAIL
NEW BASE
NEW ASPHALT
CLEAN EDGE WHERE NEW BASE
MEETS EXISTING BASE
NO SCALE
EXISTING SUBGRADE
EXISTING BASE
EXISTING ASPHALT
SAWCUT AND REMOVE
12"
EXISTING ASPHALT
18"TYPE 'D' CURB
WEARING SURFACE
NOTE: SAWCUTS REQUIRED
AT 10' CENTERS
NO SCALE
8"6"BASE
6"
2"R DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:22pmMAM/MJLAS SHOWNMARCH 2026C5
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2PAVING AND DRAINAGE DETAILSMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.DRY DENSITY AASHTO T-180
SIDEWALK DETAILS
EXPANSION JOINTS
& AT DRIVEWAYS
@ 50'-0" O.C.
PLAN
@ 9'-0" O.C.
DUMMY GROOVE JOINTS
12" FULLY COMPACTED
SUBGRADE TO 98% MAX.SECTION
1/4" R.
1.5%
(4000 PSI)
4" THICK TYPE III CONCRETE
NO SCALE
PROVIDE "ROLLED CURB TO
MATCH EXISTING WHERE
INDICATED ON PLAN
VARIES
CONCRETE COLLAR
ROOF DRAIN
NO SCALE
6" P.V.C. SDR 35 RISER
1'-4"1'-4"8" OR 12" P.V.C. SDR 35 STORM DRAIN
(SEE PLAN)
CONTRACTOR TO LEAVE RISER 18" ABOVE FINISHED
GRADE DURING CONSTRUCTION PERIOD. AFTER FINAL
GRADING, RISER SHALL BE CUT AND DRAIN INSTALLED
AND ADJUSTED TO FINAL GRADE.
CONCRETE COLLAR REQUIRED
IN GRASSED AREAS (4" THICK,
UNREINFORCED, 2500 PSI)
JOSAM SERIES A ROUND STRAINER
W/SECURED TOP OR APPROVED EQUAL
4" X 6" INCREASER AT
CONNECTION TO ROOF DRAIN
EDGE OF SIDEWALK
OR FACE OF
FUTURE BUILDING
INVERT ELEVATION = 3' BELOW
FINISHED FLOOR ELEVATION
4" FROM BUILDING
* GRATE LOCATED IN SIDEWALK SHALL BE
A.D.A. COMPLIANT AND "HEEL PROOF"
SUITABLE FOR PEDESTRIAN TRAFFIC.
29.85
SECTION A-A
NO SCALE
10'VARIES
29.95F.F.E. = 30.45
1%
4 MAX.
1
MEET EXISTING
GRADE
(TYP.)
SECTION B-B
NO SCALE
±5'
LANDSCAPE
6'
SIDEWALK/CURB
VARIES 24.37-26.94
F.F.E. = 30.45
SAWCUT EXISTING PAVEMENT
- INSTALL TYPE 'D' CURB0.5'EXTENDED FOOTER -
SEE STRUCTURAL PLAN
EXISTING PARKING
VARIES 24.96-27.53
GROOVE JOINT
NO SCALED1/8"
D (MIN.)= T/5
D (MAX.)= T/4
(FORMED GROOVE OR PRE-MOLDED)
IN-LINE DRAIN DETAIL
NO SCALE
PIPE
CORRUGATED
GASKET
RUBBER
PVC BODY
GRATE
CAST IRON
CONCRETE COLLAR
IN SODDED AREAS
POUR CONCRETE TO GRADE
16"16"4"4"
YARD DRAIN
NOTES :
1.SEE "TYPICAL TRENCH DETAIL" FOR BACKFILLING REQUIREMENTS.
2.IN LINE DRAINS TO BE NYLOPLAST 12" INLINE DRAIN W/CAST IRON GRATE
OR APPROVED EQUAL.
DRAIN BASIN
INLINE DRAIN
(3) VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
ALL ELEVATIONS SHOWN ARE N.G.V.D. '29
CONVERSION: N.A.V.D. = N.G.V.D. -1.56'
29.85
SECTION C-C
NO SCALE
3.24'5'
SIDEWALK
1.5% MAX.
EXISTING
BUILDING
F.F.E. = 30.45
PROPOSED
BUILDING
F.F.E. = 30.45
4.46'5'
INLINE DRAIN
TOP EL. 29.10
30.18
9.46'
SWALE
3" X 4" DOWNSPOUT
(REFER TO PLUMBING
PLANS FOR LOCATION)
BUILDING FACE
8" SWEEP 90° BEND
8" HDPE PIPE
12" HDPE PIPE
NO SCALE
DOWNSPOUT CONNECTION DETAIL
PROVIDE GRATE FOR
DIFFERENTIAL AREA
12" X 8" TEE
3' OR 5' (SEE PLAN)
SEE PLAN FOR
SURFACE GRADING
12" MIN. OVERLAP
8" HDPE PIPE
PROVIDE TRANSITION FROM SQUARE
DOWNSPOUT TO NEW CIRCULAR PIPE .
CONNECTION SHALL BE MADE WITH APPROVED
MECHANICAL COUPLING F.P.C. 705.16.7.
4"
NO SCALE
ELEVATION
PRECAST CONCRETE WHEEL STOP
#4 BAR
WHEEL STOP
12" EMBEDMENT
SECTION
#3 BAR
68" LG.
(8" IN CONCRETE)
6'7"5"12"1.5"12"
2.75"
NOTE: WHEEL STOP TO BE PAINTED TRAFFIC YELLOW
STANDARD PARKING STALL DETAILS
4'
4" WHITE TRAFFIC STRIPE
NO SCALE
6' WALK12'5'18.5'
4" BLUE STRIPES
9.5' MIN.9.5' MIN.18.5'
STANDARD PARKING SPACE
4" BLUE
TRAFFIC STRIPE
AND LOGO
2' (TYP.)
INSTALL ADA SIGN PANEL FDOT INDEX
17355, SIGN PANEL FTP-20-06. INSTALL
ADA FINE SIGN PANEL FTP-22-06. SIGN
TO READ "FINE $250 MAX."
INSTALL ACCESSIBLE ROUTE SIGN
FTP - 20-06
FINE
$250 MAX
PARKING BY
DISABLED
PERMIT
ONLY18"12"7' ON POSTFTP - 22-06
POST
FINISHED GRADE
CONCRETE BASE
REQUIRED OUTSIDE P.B.C. R/W
3'2'APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:22pmMAM/MJLAS SHOWNMARCH 2026C6
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2WATER AND SANITARY DETAILSMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION G-2
NOTE:
SEWER LATERAL CROSSING WATER MAINS:
SANITARY SEWER MAIN
SEE NOTES
WATER MAIN
REFER TO DETAILS G-2A AND G-2B FOR HORIZONTAL AND VERTICAL SEPERATION REQUIREMENTS.
·SEWER SERVICE LATERALS SHALL CROSS UNDER WATER MAINS WITH A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18) INCHES. IF EIGHTEEN
(18) INCHES VERTICAL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE DIP AND THE SANITARY LATERAL C-900 SDR18 OR BETTER
AND THE MINIMUM SEPARATION SHALL BE SIX (6) INCHES.
·WHEN IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER THE SEWER SERVICE LATERAL A MINIMUM SEPARATION OF AT LEAST TWELVE
(12) INCHES MUST BE MAINTAINED. THE WATER MAIN SHALL BE DIP AND THE SEWER LATERAL SHALL BE C-900 SDR18 OR BETTER.
10'-0"10'-0"
20'-0" DIP MIN.
WATER MAIN
20'-0" DIP MIN.10'-0"10'-0"SANITARY
SEWER MAIN
WATER MAINS SEWER SEPARATION
STATEMENT
05/24
G-3
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
8"
6"
4"
4"
300
400
MIN. ALLOWED RADIUS (FT.)
600
60012"
10"
8"
6"
PVC PIPE SIZE (INCH)
FINISHED GRADE
FITTING TYPE
1.FITTINGS SHALL BE RESTRAINED WITH MEGALUGS, TIE RODS AND NUTS. TIE RODS AND NUTS SHALL BE EQUAL IN
DIAMETER TO TEE BOLTS AND NUTS.
2.THE FITTING TYPE CROSSING IS PREFERRED.
3.DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION FOR DUCTILE IRON PIPE.
NO DEFLECTION AT THE JOINT IS ALLOWED FOR P.V.C. PIPE.
·BENDING OF P.V.C. PIPE SHALL NOT EXCEED THE FOLLOWING PARAMETERS.'
4.ALL EXPOSED TIE STEEL SHALL BE COATED WITH COAL-TAR EXPOXY.
5.DEFLECTIONS ARE NOT PERMITTED. ONLY OFFSETS.
NOTES:
MAX. DEFLECTION (INCH)
PER 20' LENGTH
TIE RODS AND NUTS TO BE
STAINLESS STEEL, COATED WITH
KOPPERS 300-M OR APPROVED
EQUAL. (TYP.)
22-1/2° (PREFERRED) OR 45°
ELBOWS
MEGALUGS OR EQUAL
REQUIRED (TYP.)
DUCTILE IRON PRESSURE
PIPE CONFLICT PIPE
12"10'10'
36" MIN. COVER
THRUST BLOCK (TYP.)
NO JOINTS BETWEEN FITTINGS
PRESSURE PIPE VERTICAL DEFLECTION 05/24
U.S. FOUNDRY 1390 BELL
RESTRAINTS
TWO FORMS OF RESTRAINT ARE
REQUIRED FOR DEFLECTIONS
NOTE:MIN.EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION G-5
FINAL GRADE
1.BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8"-7/8" SIZING, ONLY AT THE DIRECTION OF THE
CITY'S REPRESENTATIVE. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED.
2.THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES.
3.THE PIPE SHALL BE PLACED IN A DRY TRENCH.
4.BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MULCH AND DEBRIS.
5.DENSITY TESTS ARE REQUIRED EACH LIFT ABOVE THE PIPE AT INTERVALS OF 100' MAXIMUM IN PUBLIC RIGHTS OF WAY & 200' MAXIMUM IN UTILITY
EASEMENTS.
6.THE DEVELOPER/CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRENCH SAFETY LAWS AND REGULATIONS.
7.SEE SEPARATE DETAIL FOR "ROAD CROSSING PIPE INSTALLATION UNDER EXISTING ROADWAY."
8.THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION AS REQUIRED.
9.EXCAVATION SIDE SLOPE SHORING, ETC SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN
ACCORDANCE WITH AASHT0-T180.
10.6 INCH WIDE MAGNETIC CAUTION TAPE SHALL BE INSTALLED 18" ABOVE THE CROWN OF THE PIPE.
NOTES:
TOP ZONE - 12" LIFTS
REMAINING BACKFILL, BASE & SURFACE MATERIAL
TO BE PLACED AND COMPACTED PER
APPROPRIATE SPECIFICATIONS OR MINIMUM 98%
PER AASHTO T-180. 6" MAX. SIZE. (MIN. 95%
DENSITY IS REQUIRED FOR UNPAVED AREAS).
GRANULAR BACKFILL PLACED AND
COMPACTED TO MINIMUM 98% OF MAXIMUM
DENSITY. PER AASHTO T-180. 2" MAX. SIZE.
COVER ZONE - 6" LIFTS
MINIMUM 98% COMPACTION. PER
AASHTO T-180.
BEDDING ZONE - 6" LIFTS
24" MIN.24" MIN.12" MIN.24" MIN.TYPICAL TRENCH DETAIL 05/24
WHERE APPLICABLE; OVEREXCAVATION IS NOT
PREFERRED IF DEWATERING IS NOT REQUIRED
TYPICAL
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
TYPICAL SECTION
16"24.0 SQ. FT.
18"30.0 SQ. FT.
CROSS WITH PLUG TEE
THRUST BLOCK
AREA REQ'D
10"
12"
14"
6"
8"
PIPE
4"
10.0 SQ. FT.
14.0 SQ. FT.
18.6 SQ. FT.
4.0 SQ. FT.
6.6 SQ. FT.
30"
36"
24"
27"
BEND
2.0 SQ. FT.
PIPE
20"
53.0 SQ. FT.
98.0 SQ. FT.
80.0 SQ. FT.
127.0 SQ. FT.
37.0 SQ. FT.
THRUST BLOCK
AREA REQ'D
WIDTH
6" MIN.
DEADMAN
WYE
REMARKS
NOTE:
G-10
#5 REBAR MIN. TWO REQUIRED. BEND TO FIT &
PAINT WITH 2 COATS BITUMINISTIC PAINT
BEFORE ASSEMBLY
1.THRUST BLOCKS SHALL BE FORMED AND POURED AGAINST UNDISTURBED SOIL. KEEP "T" BOLTS CLEAR OF
CONCRETE, WRAPPED IN VISQUEEN FOR FUTURE ACCESS, WITH A MINIMUM OF 12" THICKNESS BETWEEN THE
FITTING AND THE SOIL.
2.BEFORE POURING, PLUGS SHALL BE WRAPPED WITH VISQUEEN AND A BOARD PLACED IN FRONT.
3.CONCRETE SHALL BE 2500 P.S.I. MINIMUM (28 DAY STRENGTH).
4.FITTINGS 16" AND LARGER SHALL HAVE MECHANICAL RESTRAINT, AND THRUST BLOCKS.
5.THE ENGINEER OF RECORD SHALL CALCULATE THE SIZE OF THE DEADMAN REQUIRED AS WELL AS ANY
INSTALLATION WHICH IS NOT COVERED BY THE ABOVE.
VALUES ARE FOR 90° BEND, BASED
ON 2000 P.S.F. SAFE BEARING LOAD
AND PIPE PRESSURE OF 150 P.S.I.
FOR OTHER SOILS & PRESSURES
THE AREA REQUIRED IS IN DIRECT
PROPORTION
FOR OTHER FITTINGS USE
THE FOLLOWING FACTORS.
TEE: 100%
45° BEND: 71%
22 1/2° BEND: 39%
11-1/4°: BEND 20% DEAD
END: 100%
UNDISTURBED
SOIL
OF CONCRETE
12" MIN. THICKNESS
TRENCH
TYPICAL THRUST BLOCKS 05/24
G-13
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
MAINS OUTSIDE OF A WELLFIELD PROTECTION ZONE
MAINS WITHIN A WELLFIELD PROTECTION ZONE
148,000
1/2
1.TO OBTAIN THE MAXIMUM QUANTITY OF WATER FOR PIPE WITH 20 FT. NOMINAL LENGTHS, MULTIPLY
THE QUANTITY CALCULATED FROM THE TABLE BY 0.9
2.THE MAXIMUM QUANTITY OF ADDED WATER FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE
QUANTITY PER HOUR AS OBTAINED FROM THE ABOVE TABLE, BY THE DURATION OF THE TEST IN
HOURS,AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY 1,000. IF THE LINE UNDER
TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE MAXIMUM QUANTITY ADDED WILL BE THE SUM
OF THE COMPUTED QUANTITIES FOR EACH SIZE.
3.MAXIMUM TEST LENGTH = 2,000 FEET PER SECTION.
4.THIS STANDARD SHALL REFLECT ANY REVISION OF A.W.W.A. C-600. HOWEVER, THE MAXIMUM QUANTITY
OF WATER ADDED SHALL NOT EXCEED 50% OF THE RECOMMENDED LIMIT PER APPLICABLE AWWA C-600
STANDARD (FORMULA BASIS).
5.STANDARD TEST PRESSURE = 155 P.S.I.
6.FORMULA BASIS: L = (S) X (D) X (P)
L = MAXIMUM QUANTITY OF WATER TO BE ADDED (GALLONS PER HOUR)
S = LENGTH OF PIPE TESTED (FEET)
D = DIAMETER OF PIPE (INCHES)
P = TEST PRESSURE (P.S.I.)
7.PRESSURE TEST DURATION TO BE MIN. 2 HOURS.
NOTES:
NOTE:
PALM BEACH COUNTY DEPARTMENT OF ENVIROMENTAL RESOURCE MANAGEMENT STANDARDS FOR PRESSURE TESTING
WITHIN A PROTECTED WELLFIELD SHALL APPLY. (REFER TO ULDC, ART. 9, SEC. 9.3)
AVERAGE TEST
PRESSURE: 150 PSI 0.10 0.14 0.18 0.27 0.37 0.46 0.55 0.64 0.73 0.83 0.92 1.10 1.38
2"3"4"6"8"10"12"14"16"18"20"24"30"PIPE DIAMETER
MAXIMUM QUANTITY OF WATER (GALLONS PER HOUR) THAT MAY BE SUPPLIED TO MAINTAIN
PRESSURE WITHIN 5 P.S.I. OF THE SPECIFIED TEST PRESSURE.
(MECHANICAL OR PUSH-ON JOINT, 18 FT. NOMINAL LENGTHS, PER 1000 FT. OF PIPE)
PRESSURE TEST
CRITERIA
05/24
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
6"x6" WYE
S-10
TEMPORARY CLEANOUT
2' CUT PIECE
1.CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBLE.
2.CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC LANES OR AREAS UNDER HEAVY TRAFFIC LOADS.
3.MINI MANHOLES SHALL BE INSTALLED IN DRIVEWAYS & ARE TO BE MADE IN USA, U.S. FOUNDRY No. 7610. THE COVER SHALL BE MARKED "S".
4.STANDARD WYE SHALL BE USED AT CLEANOUT. NO 90° BENDS SHALL BE USED FOR CLEANOUT INSTALLATION.
5.THE DEVELOPER/PROPERTY OWNER OR ASSIGNEE SHALL BE RESPONSIBLE FOR CLEANOUT INSTALLATION & TIE-IN INSPECTION PRIOR TO
WATER METER INSTALLATION AS SPECIFIED BY THE DEPARTMENT.
6.FULL RANGE MARKER SHALL BE USED. FULL RANGE MARKER CANNOT TOUCH PIPE.
7.ALL FITTINGS SHALL BE C-900 PVC HARCO.
NOTES:3' MIN.48" MAXFULL RANGE EMS MARKER (SEE
NOTE 6)
SET TO GRADE AT
TIE-IN INSPECTION
FINISHED GRADE
CLEAN OUT RING & COVER U.S.
FOUNDRY No. 7610, OR APPROVED
EQUAL
6" PVC CLEANOUT
C-900
PAVED SURFACE
1"-2" CLEARANCE
8" PVC IF NECESSARY 30" MIN.TYPICAL CLEANOUT INSTALLATION
6" C-900 PVC CAP
& ADAPTER
6" C-900 PVC
THREADED CAP &
ADAPTER
05/24
TEMPORARY WING
PLUG (HAND TIGHT)
TOP SOIL
CLEANOUT IN GREEN AREAS
6" PVC CLEANOUT
C-900
SOD
1" TO ACCOMMODATE SOD
1"-2" CLEARANCE
6" C-900 PVC THREADED CAP &
ADAPTER
CLEANOUT WITH MINI MANHOLE
(IN DRIVEWAYS)
SIGMA RMB 111812 NSW
METER BOX MODEL NUMBER:
OLDCASTLE FL12P-"SEWER,
AMR-2.0"x4.125"x.375"
METER BOX LID MODEL NUMBER:
METER BOX
COVER PAINTED GREEN & MARKED
"SEWER"
*
*
*
*
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
8" INLET OPENING
WATER LEVEL
S-11A
ADJUST WITH COURSE(S) OF BRICK &
MORTAR TO BRING TO GRADE (TYP.)
(MIN. 2 COURSES OF BRICK - 6") (MAX. 5
COURSES OF BRICK - 18")20"12"FLOW
24"
2-WAY CLEANOUT (TYPICAL)
8" OUTLET OPENING. FILL
OPENING AROUND PIPE
WATER TIGHT WITH WATER-
PROOF GROUT (TYP.)
WORDS "OIL/WATER SEPARATOR"
OR "OIL INTERCEPTOR" TO BE CAST
IN COVER (TYP.)
#6 AROUND
OPENING (TYP.)CONCRETE COLLAR
BRING TO GRADE (TYP. BOTH INFLUENT
& EFFLUENT LINES)
STAINLESS STEEL BRACES,
BRACKETS, NUTS & BOLTS
(TYP.)
24" RING AND COVER
(HEAVY DUTY) SUBMIT
SHOP DRAWINGS
(SEE NOTE 2)
NOTES:
PRIVATE OIL/WATER SEPARATOR DETAIL
FLOW
S S
US FOUNDRY 7610 HANDHOLE
RING AND FC COVER
(SEE DETAIL S-10)
6" C-900 PVC THREADED CAP
& ADAPTER (TYPICAL)
1.SHOP DRAWINGS FOR PRECAST TANKS SHALL BEAR THE FOLLOWING STATEMENT: THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE
REQUIREMENTS FOR OIL/WATER SEPARATOR PER THE FLORIDA ADMINISTRATIVE CODE CHAPTERS 10D-6 AND 10D-9, AND CITY SPECIFICATIONS AND
STANDARDS. THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL THEN BE SIGNED & SEALED BY THE ENGINEER-OF-RECORD & FORWARDED TO THE
DEPARTMENT FOR APPROVAL.
2.TRAFFIC BEARING LIDS ARE REQUIRED IN PAVED AREAS (US FOUNDRY 170 RING & E COVER HEAVY DUTY COVER OR APPROVED EQUAL).
3.THE OIL/WATER SEPARATOR SHALL BE SIZED PER THE EMP DESIGN CALCULATIONS.
4.OTHER DESIGNS MAY BE USED UPON SUBMITTAL, REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE DEPARTMENT.
5.OIL/WATER SEPARATOR SHALL BE PROVIDED WITH INSPECTION PORTS WHICH ARE EASILY ACCESSIBLE FOR CLEANING, INSPECTION & SAMPLING.
6.THE SEPARATOR SHALL BE LOCATED IN GRASS/NON-TRAFFIC AREA WHENEVER POSSIBLE.
7.OIL/WATER SEPARATOR EXTERIOR PROTECTION SHALL CONSIST OF THE USE OF CARBOLINE (KOPPERS) BITUMASTIC 300M (OR APPROVED EQUAL). THE FIRST
COAT IN THE COLOR GRAY OR RED & THE SECOND COAT BEING THE COLOR BLACK.
05/24
UNDISTURBED SOIL
12" (MIN.) 3/4" ROCK SUPPORT BED
WRAPPED IN FILTER FABRIC.
6" MIN.
FLOW DIFFUSER
BAFFLE
6"12"SEDIMENT
WEIR
OIL RETAINING
BAFFLE
6"EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
PAVEMENT
SEE NOTE NO. 9
TYPICAL WATER SERVICE INSTALLATION
DETAIL "A"
A
B
D
C
MAIN36" MAX.OR EXISTING COVERW-10EDGE OF PAVEMENTROADWAY
SEAL BOTH ENDS OF CASING
WITH FOAM RUBBER
14" RAD
(MIN.)EDGE OF PAVEMENT3'3'12"30" MIN.1" CURB STOP (MIN.) WITH
LOCKING WINGS
METER BOX BY
DEVELOPER &
METER BY DEPT.45°
SHORT
SERVICES
LONG
SERVICES 30" MIN. COVER1" BRASS BALL CORP STOP AND
TUBING (MINIMUM SIZE)
DOUBLE STRAP TAPPING SADDLE (NO
DIRECT TAPS PERMITTED)
1.CASINGS SHALL BE REQUIRED FOR ALL SERVICES CROSSING PAVED AREAS.
2.SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" OFFSET BETWEEN FITTINGS AND AT 45° FROM THE CENTERLINE
MAINS WITH GREATER THAN 30" OF COVER. (SEE DETAIL "A" ABOVE)
3.METER BOXES SHALL BE SET TO CONFORM TO FINISH GRADE. NO METER BOX SHALL BE SET IN SIDEWALK OR PAVEMENT UNLESS APPROVED BY
THE DEPARTMENT.
4.POLYETHYLENE TUBING (ENDOT BLUE) SHALL BE SDR 9.
5.ROTATE THE BALL CORP. STOP SO THAT THE OPERATING NUT IS ACTUATED FROM THE VERTICAL POSITION RATHER THAN THE HORIZONTAL.
6.BOTH COPPER AND POLYETHYLENE TUBING SERVICE LINES SHALL BE CONTINOUS FROM BALL CORP. STOP TO CURB STOP WITH NO FITTINGS IN
BETWEEN.
7.TAPPING SADDLES AND BALL CORP. STOPS SHALL HAVE AWWA INLET THREADS.
8.SCHEDULE 80 PVC CASING RECOMMENDED FOR ANY INSTALLATION UNDER PAVEMENT. 3" SCHEDULE 40 PVC MAY BE USED FOR AN OPEN CUT
INSTALLATION WITH THE APPROVAL OF THE DEPARTMENT, CASING SHOULD EXTEND THREE (3) FEET BEYOND EDGE OF PAVEMENT AND SIZED
AS FOLLOWS:
A.1" SERVICE USE 3" CASING
B.1-1/2" SERVICE USE 3" OR 4" CASING
C.2" SERVICE USE 4" CASING
9.SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS.
10.MAXIMUM SERVICE LENGTH IS 100' TO METER.
11.INSTALLATIONS LARGER THAN 2" METER TO BE REVIEWED ON A CASE BY CASE BASIS.
12.1" BRASS NIPPLE TO EXTEND UP TO NO LESS THAN 2" OUTSIDE THE METER BOX.
NOTES:45°ALL METERS & SERVICES SHALL BE IN
A UTILITY EASEMENT
05/24
SEE NOTE 13
POLYETHELYNE
(PREFERRED)
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION W-13
1.METER BOXES SHALL BE INSTALLED IN A GRASS AREA OUTSIDE OF DRIVEWAYS AND SIDEWALKS.
2.ALL BOXES AND COVERS SHALL BE POLYMER CONCRETE AND FIBERGLASS COMPOSITE UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. THEY
SHALL MEET ASTM D-570 STANDARDS FOR WATER ABSORPTION, GAINING NO MORE THAN 0.5% IN WEIGHT AFTER EXPOSURE TO MOISTURE AS
ESTABLISHED BY THIS STANDARD.
3.ALL BOXES AND COVERS SHALL MEET THE REQUIREMENTS FOR INCIDENTAL TRAFFIC H-10 LOADING AS ESTABLISHED BY AASHTO, THE REQUIREMENTS OF
ASTM C-857, SEC. A-8, AND A COMPRESSION STRENGTH OF AT LEAST 11,000 PSI.
4.ALL BOXES AND COVERS SHALL BE DESIGNED TO FIT AND INTERCHANGE WITH STANDARD CONCRETE BOXES AND COVERS. STANDARD COLOR TO BE
CONCRETE GRAY.
5.ALL COVERS SHALL BE CONSTRUCTED WITH A 4 INCH RECESSED OPENING FOR A RADIO READ DEVICE AND ITS PERTINENT HARDWARE.
6.ALL BOXES AND COVERS SHALL BE AVAILABLE BOLTED DOWN WITH ALL HARDWARE BEING STAINLESS STEEL INCLUDING ANY REPLACEABLE PARTS.
7.FOR DETAILS OF A SERVICE LINE, METER INSTALLATION AND OTHER SERVICE REQUIREMENTS, REFER TO METER INSTALLATION DETAIL, PAGE W-15.
8.NO FLIP TOP LIDS ARE ALLOWED.
NOTES:
SECTION B-B
15-7/8"
12-1/4"
"A""A""B""B"METER BOX TOP VIEW
SECTION A-A
21-13/16"
18-5/16"12"NON-SKID
TEXTURE
SECTION D-DWATER METERDD
1-1/2"x6" PLATE MARKED
"WATER METER"1118SECTION E-E
EEMETER BOX OBLIQUE
VIEW
SIGMA RMB 111812 NSW
METER BOX MODEL NUMBER:
LIFTING EYE 2"x1/2"
METER BOX COVER
METER BOX COVER OBLIQUE
VIEW
OPENING FOR RECESSED
RADIO READ DEVICE
18-5/16"
11-11/16"
18-5/16"11-11/16"POTABLE WATER SERVICE RADIO READ FOR
SENSUS 3/4" & 1" WATER METERS
05/2411-11/16"OLDCASTLE FL12P-"WATER,
AMR-2.0"x4.125"x.375"
METER BOX LID MODEL NUMBER:
4"5"18-3/4" IWA
POTABLEMETER TO BE SET BY DEPARTMENTWATER MAINCORP. STOP
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
CONTRACTOR ASSEMBLY CONSIST:EDGE OF UTILITY EASEMENT1-1/2"
FINISHED GRADE
SECTION
PLAN
W-15
(SEE NOTE 10 & 11 DETAIL W-15A)
COMPRESSION
FITTING
APPROVED METER BOX AND
(LID NOT SHOWN)
POLY/COPPER SERVICE
PIPE (SEE NOTE #6 SHEET
15-A)
R/W LINE FOR ROADS. BACK OF
CURB/SIDEWALK OR EDGE OF DRIVEWAY
FOR OTHERS.12"12"
18"MIN.
4'-8"
BY CONTRACTOR OR DEPARTMENT BY DEVELOPER
12"CUSTOMER SERVICE LINE
MIN. SETBACK FOR POWER
TRANSFORMER PAD
VARIES
STRAP SADDLE, BALL CORP., SERVICE
LATERAL, LOCK VALVE, METER YOKE,
CUSTOMER LINE & METER BOX
GRASS
AREA
LIMIT OF MINIMUN
UNOBSTRUCTED SPACE.
1-1/2" TO 2" ABOVE FINISHED
GRADE IN GRASSED AREA. 0" IN
PAVED AREA.12" MIN.30" MIN. - 36" MAX.COVERIN GRASS AREA
SERVICES
CORP. STOP
UNDER PAVEMENT SERVICES (SEE
NOTE #3 DETAIL W-15A)
14" RAD.
(MIN.)CUSTOMER SERVICE LINE
STRAP SADDLE TAP WITH BALL
CORP. STOP
ALL BUSHINGS OR REDUCERS
SHALL BE BRASS
RPZ (SEE NOTE #1 DETAIL
W-15A)
POTABLE WATER SERVICE SINGLE 5/8" X 3/4" THRU 1"
METER INSTALLATION DETAIL
05/24
WATER
MAIN
OPTION 1
OPTION 2
1" BRASS NIPPLE REQUIRED
TYP. (SEE NOTE 14 W-15A)
PER DETAIL W-13
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
CURB STOP
FINISH GRADE
W-18BUILDING WALLSEE NOTE 8
BALL VALVE
(TYPICAL)
DETAIL "A"
(SEE NOTE 6)
SEE NOTE 2
SEE NOTE 1
1.POLYETHYLENE TUBING SDR 9.
2.THE DISTANCE BETWEEN THE METER & BACKFLOW PREVENTER SHALL BE A MAXIMUM OF 3 FEET.
3.BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS SOLDER FITTINGS AND ADAPTERS. ONLY LEAD FREE
SOLDER AND FLUX SHALL BE PERMITTED.
4.BOTH 1 1/2" AND 2" CUSTOM METER SETTERS SHALL BE EQUIPPED WITH LOCK WING BALL VALVES.
5.APPROVED BACKFLOW PREVENTION DEVICES NOTED IN APPENDIX "D" - SHOP SPECIFICATIONS.
6.WHEN THE DEVICE IS INSTALLED PARALLEL TO A BUILDING WALL THERE SHALL BE A MIN. OF 6" BETWEEN THE EDGE OF THE DEVICE AND THE
BUILDING WALL.
7.BACKFLOW PREVENTION DEVICE SHALL BE EQUIPPED WITH BALL VALVES IN LIEU OF GATE VALVES.
8.BACKFLOW PREVENTION DEVICE SHALL BE SUPPORTED AT BOTH RISERS WITH STAINLESS STEEL UNISTRUT. RISERS TO BE SECURED TO UNISTRUT
WITH STAINLESS STEEL (304) MOUNTING HARDWARE AND NEOPRENE INSULATORS BETWEEN ALL DISSIMILAR METALS.
9.PASSING TEST REPORT MUST BE SUBMITTED WITHIN TEN (10) BUSINESS DAYS AFTER WATER IS SUPPLIED. FAX TO 561-742-6298
NOTES:12"12"WATER METER BY THE
DEPARTMENT
30"MIN.
TEST COCK
(TYPICAL)
BOLLARD TO BE 4" STEEL PIPE & FILLED WITH CONCRETE. EXACT LOCATION TO
BE DETERMINED IN THE FIELD (SEE DETAIL G-15 "PROTECTIVE ENCLOSURES FOR
ABOVE GROUND DEVICES" DETAIL)
4" STEEL PIPE BOLLARD
6"
REDUCED PRESSURE BACKFLOW
PREVENTION DEVICE AND BALL VALVES BY
CONTRACTOR (SEE NOTE 5)
3' MAX.
PLAN VIEW
PROFILE VIEW
SEE
NOTE 3
BACKFLOW DEVICE FOR 3/4" TO 2"
WATER METER
05/2436"SEE NOTE 2
PVC CAP
EFF. DATE
PAGE NUMBER
BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS
NOT TO
SCALE
UTILITIES
ENGINEERING DIVISION
FINISHED GRADE
FLOW
W-2024" MAX.1.MECHANICAL JOINT DIP FITTINGS & PIPE SHALL BE REQUIRED UNDERGROUND AND FLANGED FITTINGS FOR ABOVE GROUND USE, NO UNIFLANGES
PERMITTED.
2.PAINT THE ABOVE GROUND ASSEMBLY, INCLUDING ENTIRE LENGTH OF TIE RODS, WITH KOPPERS 300-M (BLACK) OR APPROVED EQUAL AFTER
MANUFACTURERS RECOMMENDED SURFACE PREP IS COMPLETED. DO NOT PAINT OVER NAME/SERIAL PLATE OR BRASS FITTINGS.
3.SUPPORT PIERS OR PIPE JACKS AS APPROVED BY DEPARTMENT, EXACT LOCATION TO BE DETERMINED IN THE FIELD.
4.EITHER PROTECTIVE PIPE STANCHIONS OR A SCREEN WALL IS REQUIRED, SEE "G-15 PROTECTIVE ENCLOSURES FOR ABOVE GROUND DEVICES"
DETAIL.
5.APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLIES:
A.) SEE APPENDIX EXHIBIT "D" - SHOP SPECIFICATIONS.
6.SPECIAL FIRE PROTECTION SYSTEMS USING INTERNAL PUMPS, TANKS, ETC. SHALL BE REQUIRED TO USE A RPZ REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY OR APPROVED EQUAL.
7.PASSING TEST REPORT MUST BE SUBMITTED WITHIN TEN (10) BUSINESS DAYS AFTER WATER IS SUPPLIED. FAX TO 561-742-6298
NOTES:
5/8" SENSUS METER BY-PASS CHECK VALVES SHALL CONFORM TO
DEPARTMENT STANDARDS
O.S.& Y. GATE VALVE
(TYPICAL)
INSTALL BRASS PLUG (TYPICAL)
DOUBLE CHECK DETECTOR BACKFLOW
PREVENTER (SEE NOTE 5)
FULL FACED NOEPRENE GASKETS
SHALL BE REQUIRED ON ALL
FLANGED FITTINGS
TIE RODS AND NUTS TO BE
EQUAL IN DIAMETER TO
FLANGE BOLTS AND NUTS
CONCRETE THRUST
BLOCKS (TYPICAL)12" MIN.DIP
DIP
DOUBLE DETECTOR
CHECK BACKFLOW
ASSEMBLY
05/24 APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662
S
N89°24'17"W 1000.61' C/P
UTILITY EASEMENT
(O.R.B. 11611, PG. 697, P.B.C.R.)
UTILITY EASEMENT
(O.R.B. 22049, PG 690
CONC. WALKUTILITY EASEMENT (P.B. 46, PG. 58, P.B.C.R.)
DUMPSTER PAD
UTILITY EASEMENT
(O.R.B. 11611, PAGE 697 P.B.C.R)UTILITY EASEMENT(O.R.B. 22049, PG 690WATER & SEWER EASEMENT
(O.R.B. 28453, PG. 245, P.B.C.R.)
EXISTING
(ELEMENTARY BLDG.)
FPL EASEMENT
(O.R.B. 21841,
PAGE 268 P.B.C.R)
RESTROOM
15' FPL EASEMENT
(O.R.B. 11825, PAGE 1467 P.B.C.R)
EXISTING
ONE STORY C.B.S.
SCHOOL BUILDING
FIN. FL. EL.= 31.40
BASKETBALL
COURT
PLAYGROUND
ONE STORY C.B.S.
FIN. FL. EL.= 30.45
S89°24'09"E 1316.29' (C/M)DESCRIPTION:PROJECT:MICHAEL B. SCHORAH& ASSOCIATES, INC.1850 FOREST HILL BLVD., SUITE 206WEST PALM BEACH, FLORIDA 33406EB# 2438TEL. (561) 968-0080FAX. (561) 642-9726LB# 2438ENGINEERS SURVEYORS DEVELOPMENT CONSULTANTSDRAWN/CHECKED:DATE:REVISIONSSCALE:DATE:www.schorah.comPath\Name : C:\Users\Mark\AppData\Local\Temp\AcPublish_62768\1938 PLAN 3-25-26.dwgDate\Time : Mon, 06 Apr 2026 - 4:22pmMAM/MJL1" = 20'MARCH 2026C7
1938LAKE WORTH CHRISTIAN SCHOOLELEMENTARY EXPANSION PHASE 2EROSION CONTROL PLANMICHAEL J. LACOURSIERE, P.E.FLORIDA LICENSE #41071FOR MICHAEL B. SCHORAHAND ASSOCIATES, INC.Know what's below.
before you dig.CallR
www.callsunshine.com
( IN FEET )
GRAPHIC SCALE
0
1 inch = ft.20
10 20 40 60
SILT FENCE (TYP.)
SILT FENCE (TYP.)
EROSION CONTROL NOTES:
THE CONTRACTOR IS REQUIRED TO ADHERE TO THE REQUIREMENT OF THE NATIONAL
POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERIC PERMIT. THE CONTRACTOR
SHALL INSTITUTE BEST MANAGEMENT PRACTICES (BMPS) TO ENSURE COMPLIANCE WITH THE
NPDES PROGRAM AND TO MINIMIZE THE IMPACT TO PUBLIC STORMWATER FACILITIES.
PRIOR TO CONSTRUCTION, A SILT FENCE IN ACCORDANCE WITH FDOT INDEX 102 (LATEST
VERSION) TYPE III SILT FENCE WILL BE ERECTED ALONG THE PERIMETER OF THE SITE.
PRIOR TO CONSTRUCTION, TURBIDITY BARRIERS IN ACCORDANCE WITH FDOT INDEX 103
(LATEST VERSION) WILL BE INSTALLED IN THE E-2 CANAL AT THE PROPOSED OUTFALL
LOCATION.
ALL CATCH BASINS WITHIN THE NEW CONSTRUCTION AREA WILL HAVE THEIR INLETS
PROTECTED BY THE INSTALLATION OF FILTER FABRIC INTO THE FRAME AND GRATE.
THIS SILT FENCING AND FILTER FABRIC WILL REMAIN IN PLACE DURING THE ENTIRE DURATION
OF CONSTRUCTION.
CONTRACTOR WILL BRACE ALL EXISTING LANDSCAPING TO REMAIN PRIOR TO BEGINNING ANY
WORK AND WILL ENSURE THEIR STABILIZATION THROUGHOUT THE ENTIRE CONSTRUCTION
PROCESS. EXISTING SOD DISTURBED BY CONSTRUCTION THAT IS NOT AFFECTED BY
PROPOSED GRADING WILL BE RESTORED TO ITS ORIGINAL STATE UPON COMPLETION OF
CONSTRUCTION. SODDED SLOPES STEEPER THAN 4 HORIZONTAL TO 1 VERTICAL WILL BE
PEGGED.
ALL WASTE GENERATED FROM THE CONSTRUCTION SHALL BE DISCARDED IN ACCORDANCE
WITH ALL APPLICABLE STATE, LOCAL, AND FEDERAL REGULATIONS. CONTRACTOR IS TO
OBTAIN ALL APPLICABLE CODES AND BECOME FAMILIAR WITH STATE, LOCAL AND FEDERAL
REGULATIONS PRIOR TO BEGINNING CONSTRUCTION. REGULATIONS CAN BE FOUND, BUT NOT
LIMITED TO, DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT AND DEPARTMENT
OF ENVIRONMENTAL PROTECTION.
CONTRACTOR SHALL ENSURE THAT OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE
GENERATION OF DUST IS MINIMIZED.
AT ANY TIME DURING CONSTRUCTION THAT THE SILT FENCING OR TURBIDITY BARRIERS ARE
DISTURBED, THE SILT FENCING OR TURBIDITY BARRIERS WILL BE RESTORED TO THEIR
ORIGINAL STATE WITHIN 24 HOURS. AT NO TIME DURING CONSTRUCTION SHALL WORK BE
PERFORMED WITHOUT THE INTEGRITY OF THE SILT FENCING OR TURBIDITY BARRIERS
SECURED.
NO SCALE
Filter Fabric
Principle Post Position
(Canted 20° Toward Flow)Vertical6' Max.
Optional Post Positions
Sec. 985 FDOT Spec.)
Filter Fabric (In
Conformance With
Wood 2" x 4"
Oak 1 1/2" x 1 1/2"
Steel 1.33 Lbs/Ft. Min.
Post Options: Wood 2/1/2" Min. 0
SECTIONELEVATION
TYPE III SILT FENCE8"15" to 18"3' Or More12" Min.Silt Flow
1
1
1
1
1
1 PROVIDE INLET PROTECTION UNDER GRATE TO
PROVIDE SILT / SOIL MIGRATION INTO DRAINAGE
SYSTEM. CONTRACTOR TO CLEAN / REMOVE
BUILD-UP DURING CONSTRUCTION CONTRACT.
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
August 04, 2026
Project #: ___________________________2026.03.1662