Exp. Date

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"

architects engineers

SHEET No.

SHEET TITLE

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No.: 0018178

JOSEPH J. TODARO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071079

01/31/2027

7/

/2

4:

:4

PM

Au to de sk

D oc s:

//K en ne dy M em or ia l P ar k

Po ol

F ac ilit y/

H

EM

V2

2_ C en tra l2 5_

M .rv t

G 001

FINAL BID DOCUMENT

Pool Facility Renovation at Kennedy Memorial Park

Inc. Village of Hempstead

C. MARTINEZ

JULY 2026HEMV2502

335 Greenwich St.

Hempstead, NY

16100

PROJECT SHEET LIST AND

GENERAL NOTES

ALL CONTRACTS

G. AURICCHIO Checker Approver

GENERAL CONSTRUCTION AND PROJECT NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS

REGARDING SITE CONDITIONS THEREAFTER.

CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 24 HOURS PRIOR TO THE COMMENCEMENT OF THE WORK. THE SAME NOTICE

SHALL BE REQUIRED WHEN RESUMING WORK AFTER ANY STOPPAGE OR DELAY.

LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRIC AND TELEPHONE CONDUITS, STORM DRAINS AND UNDERGROUND PIPING WERE OBTAINED FROM EITHER OLD MAPS, SURVEYS, DRAWINGS AND RECORDS SUPPLIED BY OTHERS. THE OWNER AND ENGINEER DO NOT GUARANTEE OR ACCEPT RESPONSIBILITY FOR ANY DAMAGE TO SUCH FACILITIES DUE TO DISCREPANCIES IN LOCATION AND SIZE SHOWN ON THE PLANS, NOR WILL ANY COMPENSATION BE MADE TO THE CONTRACTOR FOR ANY INCONVENIENCES CAUSED IN ENCOUNTERING THE AFOREMENTIONED UTILITIES WHICH ARE NOT SHOWN, OR ARE INCORRECTLY SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATIONS OF ANY UNDERGROUND UTILITIES, GAS MAINS, ELECTRIC AND

TELEPHONE CONDUITS.

CONTRACTOR SHALL PERFORM DAILY CLEAN-UP OPERATIONS WHICH INCLUDE REMOVAL OF DEBRIS AND EXCESS CONSTRUCTION

MATERIAL TO THE SATISFACTION OF THE OWNER AND THE ENGINEER.

DURING ALL NON-WORKING HOURS, THE CONTRACTOR WILL BE REQUIRED TO STORE ALL EQUIPMENT AND MATERIALS WITHIN THE

DESIGNATED AREAS AT THE PROJECT SITE.

ALL DIMENSIONS SHOWN ARE APPROXIMATE AND SUBJECT TO THE APPROVAL OF THE OWNER AND THE ENGINEER.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODE REQUIREMENTS, THE CONTRACT, AND SUBJECT

TO THE APPROVAL OF THE OWNER AND THE ENGINEER.

CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS AND SUBJECT TO

THE APPROVAL OF THE OWNER AND THE ENGINEER.

CONTRACTOR SHALL COORDINATE ACTIVITIES WITH THE OWNER SO AS TO MINIMIZE INTERRUPTION TO THE WATER SUPPLY.

CONTRACTOR SHALL NAIL SET IN POLE NORTH SIDE OF SITE, ELEVATION 63.46' IN N.A.V.D. 1988 DATUM AND SQUARE CUT SET NORTH

OF EXISTING ONE STORY BRICK BUILDING, ELEVATION 62.40' IN N.A.V.D. 1988 DATUM.

CONTRACTOR WILL BE REQUIRED TO PROTECT AND MAINTAIN ALL BENCHMARKS AND MONUMENTS. CONTRACTOR WILL BE RESPONSIBLE TO RESTORE ALL BENCHMARKS OR MONUMENTS DISTURBED BY THE CONTRACTOR'S WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT, SURVEY, ETC. AS REQUIRED TO COMPLETE THE WORK.

THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THE PROJECT SPECIFICATIONS, SEPARATELY BOUND, CONTAIN THE

CONDITIONS OF THE CONTRACT, PROCEDURES AND TECHNICAL SPECIFICATIONS.

ALL CONTRACTORS ARE TO VISIT THE SITE AND BECOME FAMILIAR WITH THE CONDITIONS OF THE SITE AND DIFFICULTIES PERFORMING THE WORK. ANY SITE VISIT IS TO BE SCHEDULED THROUGH THE OWNER, BIDDERS ARE NOT PERMITTED ON-SITE

WITHOUT REPRESENTATION FROM THE OWNER.

DO NOT SCALE MEASURE ANY DRAWING. VERIFY THE FIGURES, DIMENSIONS AND DESIGN INTENTION SHOWN ON THE DRAWINGS

BEFORE BEGINNING LAYOUT OF THE WORK.

REPORT ANY ERRORS, INACCURACIES, MISSING DIMENSIONAL REQUIREMENTS OR CONFLICTS TO THE ARCHITECT/ENGINEER IN

WRITING BEFORE BEGINNING ANY WORK.

VERIFY EXACT LAYOUT CAPABILITY WITH ALL EXISTING CONDITIONS AND COORDINATE ALL WORK TO BE UNDERTAKEN PRIOR TO COMMENCEMENT. NOTIFY THE ARCHITECT/ENGINEER IN WRITING BEFORE BEGINNING WORK, IF ANY DISCREPANCIES ARE FOUND WITH CONDITIONS ENCOUNTERED, AS WELL AS ITEMS COVERED IN 20 AND 21. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY MEASURES, TIME LOST, CHANGES TO THE WORK SCOPE WITHOUT ANY ADDITIONAL COMPENSATION IF CONTRACTOR FAILS TO PROVIDE AFOREMENTIONED VERIFICATIONS AND COORDINATION PRIOR TO COMMENCING WORK.

DISTURB ONLY THOSE AREAS OF THE SITE AFFECTED BY NEW CONSTRUCTION, UNLESS NOTED OTHERWISE. PROTECT ALL OTHER AREAS. CONTRACTOR SHALL COMPLETELY RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO GRASS AREA, LANDSCAPING, PAVEMENTS, SIDEWALKS, CURBING AND IN-GROUND SPRINKLER SYSTEMS.

PROTECT ADJOINING PROPERTIES WHEN CONDUCTING WORK.

ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, AGENCIES HAVING JURISDICTION, AND STATUTES AS REQUIRED.

CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURER'S PRINTED INSTRUCTIONS.

VERIFY ALL CHANGES TO WORK IN WRITING WITH THE ARCHITECT/ENGINEER AND OWNER BEFORE BEGINNING RELATED WORK.

PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING PERIMETER, PITCH 1/4" PER FOOT. NOTIFY ARCHITECT/ENGINEER OF ANY

DISCREPANCIES WITH THIS REQUIREMENT BEFORE PROCEEDING.

IF APPLICABLE, ALL CONTRACTORS MUST REVIEW ALL DRAWINGS CONTAINED IN THE SET SO AS TO BECOME FAMILIAR WITH THE WORK REQUIRED UNDER THEIR SCOPE AND THE WORK OF ALL OTHER CONTRACTORS. ADDITIONALLY, ALL CONTRACTORS ARE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH ALL OTHER TRADES AND CONTRACTORS.

DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCE RELATIONSHIP CONTAINED ONLY IN THAT ROOM AT

AN OPPOSING OR PARALLEL WALL UNLESS NOTED OTHERWISE.

VERIFY AND ADJUST APPROXIMATE DIMENSIONS (+/-) IN THE FIELD. VERIFY WITH ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION.

ALL ITEMS DETAILED OR SPECIFIED TO RUN WITHIN OR ATTACHED TO WALLS AND CEILINGS ARE TO BE CONCEALED OR RECESSED

UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL LOCATE ALL PENETRATIONS REQUIRED TO ACCOMMODATE ALL WORK DETAILED OR SPECIFIED FOR THEIR

SCOPE, AND COORDINATE THIS WORK WITH OTHERS.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATER-TIGHT WEATHER PROTECTION THROUGHOUT ALL WORK AREAS AND EXISTING AREAS IMMEDIATELY ADJACENT TO THOSE WORK AREAS, FOR THE DURATION OF THE ENTIRE PROJECT.

CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING CONSTRUCTION, ITEMS, FINISHES, ETC. AND SHALL PATCH, REPAIR AND/OR REPLACE, AND REFINISH AS REQUIRED TO RESTORE ANY AND ALL AREAS DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL PROVIDE, AND COORDINATE THE INSTALLATION OF, ALL ACCESS PANELS THAT ARE NEEDED TO ACCESS OR

SERVICE FOR ALL ITEMS INSTALLED AS PART OF THEIR SCOPE OF WORK.

PROVIDE TEMPORARY FENCING TO PROTECT ALL WORK AREAS.

CONTRACTOR SHALL MINIMIZE REMOVAL OF EXISTING TREES. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LAYOUT, TAGGING AND REMOVAL OF TREES REQUIRED TO COMPLETE ALL WORK. OWNER SHALL APPROVE TREES TO BE REMOVED PRIOR TO ACTUAL REMOVALS. REMOVALS SHALL INCLUDE REMOVAL OF COMPLETE STUMP AND ROOT SYSTEM. CONTRACTOR SHALL NOT BE

PERMITTED TO GRIND STUMPS.

CONCRETE SIDEWALKS AND CURBS SHALL BE REMOVED BACK TO NEAREST EXPANSION OR CONTROL JOINTS, OR AS DIRECTED BY

THE OWNER.

SYMBOLS LEGEND

CENTERLINE

Level Name

G 001

G 001

DETAIL KEY

ELEVATION LEVEL

NORTH ARROW

1 Drawing Title

SCALE:

DRAWING TITLE

SECTION CUT KEY

N

POOL SCHEMATIC LEGEND

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

SOLENOID VALVE

CHEMICAL INJECTION POINT

SIGHT GLASS

UV / AOP CHAMBER

STRUCTURE

STRUCTURE NAME

CHEMICAL METERING PUMP

VERTICAL CHEMICAL BULK

STORAGE TANK

PUMP MANIFOLD

FLOW METER

CHEMICAL STORAGE TANK

FS FLOW SWITCH

PG PRESSURE GUAGE

CG COMPOUND GUAGE

FILTER AND STRAINER

PROJECT SHEET LIST

SHEET NO. DRAWING NO. SHEET TITLE CONTRACT

1 G 000 COVER SHEET ALL CONTRACTS

2 G 001 PROJECT SHEET LIST AND GENERAL NOTES ALL CONTRACTS

3 G1 010 BATHHOUSE NEW YORK STATE CODE & ENERGY ANALYSIS CONTRACT G - GENERAL CONSTRUCTION

4 G1 011 BATHHOUSE CODE COMPLIANCE PLANS CONTRACT G - GENERAL CONSTRUCTION

5 G2 010 FITLER BUILDING NEW YORK STATE CODE & ENERGY ANALYSIS CONTRACT G - GENERAL CONSTRUCTION

6 G2 011 FILTER BUILDING CODE COMPLIANCE PLANS CONTRACT G - GENERAL CONSTRUCTION

7 G 021 SPRAY PARK HYDRAULIC SCHEMATIC ALL CONTRACTS

8 G 022 FAMILY POOL HYDRAULIC SCHEMATIC ALL CONTRACTS

9 G 023 COMPETITION POOL HYDRAULIC SCHEMATIC ALL CONTRACTS

10 G2 110 FILTER BUILDING PENETRATION FLOOR PLAN ALL CONTRACTS

11 V 100 EXISTING CONDITIONS PLAN CONTRACT G - GENERAL CONSTRUCTION

12 CD 100 DEMOLITION SITE PLAN CONTRACT G - GENERAL CONSTRUCTION

13 CS 100 DIMENSIONAL SITE PLAN CONTRACT G - GENERAL CONSTRUCTION

14 C 100 GRADING AND DRAINAGE PLAN CONTRACT G - GENERAL CONSTRUCTION

15 C 120 SOIL EROSION & SEDIMENT CONTROL PLAN CONTRACT G - GENERAL CONSTRUCTION

16 C 200 SANITARY SEWER CONTRACT G - GENERAL CONSTRUCTION

17 C 500 SITE DETAILS CONTRACT G - GENERAL CONSTRUCTION

18 C 501 SITE DETAILS CONTRACT G - GENERAL CONSTRUCTION

19 C 502 SITE DETAILS CONTRACT G - GENERAL CONSTRUCTION

20 C 503 SITE DETAILS CONTRACT G - GENERAL CONSTRUCTION

21 S 000 GENERAL NOTES CONTRACT G - GENERAL CONSTRUCTION

22 S 001 GENERAL NOTES CONTRACT G - GENERAL CONSTRUCTION

23 S 002 SPECIAL INSPECTIONS CONTRACT G - GENERAL CONSTRUCTION

24 S1 100 BATHHOUSE FOUNDATION PLAN CONTRACT G - GENERAL CONSTRUCTION

25 S1 111 BATHHOUSE SLAB FLOOR PLAN CONTRACT G - GENERAL CONSTRUCTION

26 S1 140 BATHHOUSE LOW ROOF FRAMING PLAN CONTRACT G - GENERAL CONSTRUCTION

27 S1 141 BATHHOUSE ROOF FRAMING PLAN BATH HALL CONTRACT G - GENERAL CONSTRUCTION

28 S2 100 FILTER BUILDING FOUNDATION PLAN CONTRACT G - GENERAL CONSTRUCTION

29 S2 101 FILTER BUILDING SLAB PLAN CONTRACT G - GENERAL CONSTRUCTION

30 S2 140 FILTER BUILDING FRAMING ROOF PLAN CONTRACT G - GENERAL CONSTRUCTION

31 S1 200 FRAMING SECTIONS CONTRACT G - GENERAL CONSTRUCTION

32 S2 300 FILTER BUILDING FRAMING SECTIONS CONTRACT G - GENERAL CONSTRUCTION

33 S 500 TYPICAL FOUNDATION DETAILS CONTRACT G - GENERAL CONSTRUCTION

34 S 501 TYPICAL FOUNDATION DETAILS CONTRACT G - GENERAL CONSTRUCTION

35 S 502 TYPICAL SLAB DETAILS CONTRACT G - GENERAL CONSTRUCTION

36 S 503 TYPICAL SLAB DETAILS CONTRACT G - GENERAL CONSTRUCTION

37 S 504 TYPICAL MASONRY DETAILS CONTRACT G - GENERAL CONSTRUCTION

38 S 505 TYPICAL STEEL DETAILS CONTRACT G - GENERAL CONSTRUCTION

39 S 506 TYPICAL STEEL DETAILS CONTRACT G - GENERAL CONSTRUCTION

40 S 507 TYPICAL STEEL BAR JOIST DETAILS CONTRACT G - GENERAL CONSTRUCTION

41 S 508 FILTER BUILDING FOUNDATION DETAILS CONTRACT G - GENERAL CONSTRUCTION

42 S 509 FRAMING DETAILS CONTRACT G - GENERAL CONSTRUCTION

43 S 510 FRAMING DETAILS CONTRACT G - GENERAL CONSTRUCTION

44 S 511 FRAMING DETAILS CONTRACT G - GENERAL CONSTRUCTION

45 S 512 STAIR & RAILING & MISC DETAILS CONTRACT G - GENERAL CONSTRUCTION

46 S 600 COLUMN SCHEDULE AND DETAILS CONTRACT G - GENERAL CONSTRUCTION

47 S 610 JOIST & LINTEL DIAGRAMS & SCHEDULE CONTRACT G - GENERAL CONSTRUCTION

48 A 001 GENERAL NOTES AND LEGENDS CONTRACT G - GENERAL CONSTRUCTION

49 A1 101 BATHHOUSE FLOOR PLAN AND NOTES CONTRACT G - GENERAL CONSTRUCTION

50 A1 121 BATHHOUSE REFLECTED CEILING PLAN FIRST FLOOR CONTRACT G - GENERAL CONSTRUCTION

51 A1 130 BATHHOUSE ROOF PLAN CONTRACT G - GENERAL CONSTRUCTION

52 A1 200 BATHHOUSE BUILDING ELEVATIONS CONTRACT G - GENERAL CONSTRUCTION

53 A1 201 BATHHOUSE BUILDING ELEVATIONS CONTRACT G - GENERAL CONSTRUCTION

54 A1 300 BATHHOUSE BUILDING SECTIONS CONTRACT G - GENERAL CONSTRUCTION

55 A1 310 BATHHOUSE WALL SECTIONS CONTRACT G - GENERAL CONSTRUCTION

56 A1 311 BATHHOUSE WALL SECTIONS CONTRACT G - GENERAL CONSTRUCTION

57 A1 312 BATHHOUSE WALL SECTIONS CONTRACT G - GENERAL CONSTRUCTION

58 A1 313 BATHHOUSE WALL SECTIONS CONTRACT G - GENERAL CONSTRUCTION

59 A1 410 BATHHOUSE ENLARGED TOILET PLANS AND DETAILS CONTRACT G - GENERAL CONSTRUCTION 60 A1 411 BATHHOUSE ENLARGED TOILET PLANS AND DETAILS CONTRACT G - GENERAL CONSTRUCTION

61 A1 412 BATHHOUSE ENLARGED PLANS AND DETAILS CONTRACT G - GENERAL CONSTRUCTION

62 A1 430 BATHHOUSE ENLARGED STAIR PLAN CONTRACT G - GENERAL CONSTRUCTION

63 A2 101 FILTER BUILDING FLOOR PLAN FIRST FLOOR CONTRACT G - GENERAL CONSTRUCTION 64 A2 121 FILTER BUILDING REFLECTED CEILING PLAN FIRST FLOOR CONTRACT G - GENERAL CONSTRUCTION

65 A2 130 FILTER BUILDING ROOF PLAN CONTRACT G - GENERAL CONSTRUCTION

66 A2 200 FILTER BUILDING BUILDING ELEVATIONS CONTRACT G - GENERAL CONSTRUCTION

67 A2 300 FILTER BUILDING BUILDING SECTIONS CONTRACT G - GENERAL CONSTRUCTION

68 A2 430 FITLER BUILDING ENLARGED STAIR PLAN CONTRACT G - GENERAL CONSTRUCTION

69 A 500 DETAILS CONTRACT G - GENERAL CONSTRUCTION

70 A 501 DETAILS CONTRACT G - GENERAL CONSTRUCTION

71 A 502 DETAILS CONTRACT G - GENERAL CONSTRUCTION

72 A 600 FINISH SCHEDULE CONTRACT G - GENERAL CONSTRUCTION

73 A 601 FINISH SCHEDULE CONTRACT G - GENERAL CONSTRUCTION

74 A 602 BATHHOUSE FURNITURE REFERENCE PLAN CONTRACT G - GENERAL CONSTRUCTION

75 A 610 WINDOW SCHEDULE LOUVERS & DETAILS CONTRACT G - GENERAL CONSTRUCTION

76 A 611 ENLARGED CURTAIN WALL CONTRACT G - GENERAL CONSTRUCTION

77 A 620 DOOR SCHEDULE & DETAILS CONTRACT G - GENERAL CONSTRUCTION

78 Q1 110 CONCESSION STAND PLAN CONTRACT G - GENERAL CONSTRUCTION

79 FA1 001 FIRE ALARM LEGENDS CONTRACT E - ELECTRICAL CONSTRUCTION

80 FA1 100 BATHHOUSE FIRE ALARM PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

81 P 001 PLUMBING GENERAL NOTES, LEGENDS, AND ABBREVIATIONS CONTRACT P - PLUMBING CONSTRUCTION

82 PS 100 PLUMBING SITE PLAN CONTRACT P - PLUMBING CONSTRUCTION

83 P1 120 BATHHOUSE DOMESTIC WATER PLAN CONTRACT P - PLUMBING CONSTRUCTION

84 P1 130 BATHHOUSE UNDERSLAB SANITARY, VENT, AND STORM PLAN CONTRACT P - PLUMBING CONSTRUCTION 85 P1 131 BATHHOUSE FIRST FLOOR SANITARY, VENT, AND STORM PLAN CONTRACT P - PLUMBING CONSTRUCTION

86 P1 140 BATHHOUSE ROOF PLUMBING PLAN CONTRACT P - PLUMBING CONSTRUCTION

87 P 500 PLUMBING DETAILS CONTRACT P - PLUMBING CONSTRUCTION

88 P 600 PLUMBING SCHEDULES CONTRACT P - PLUMBING CONSTRUCTION

89 P 610 PLUMBING DOMESTIC WATER RISER DIAGRAMS CONTRACT P - PLUMBING CONSTRUCTION 90 P 620 PLUMBING SANITARY, VENT, AND STORM RISER DIAGRAMS CONTRACT P - PLUMBING CONSTRUCTION

91 X 001 GENERAL NOTES AND DECK EQUIPMENT LIST CONTRACT X - POOL CONSTRUCTION

92 XS 100 POOL PIPING SITE PLAN CONTRACT X - POOL CONSTRUCTION

93 XS 101 SPRAY PARK PIPING SITE PLAN CONTRACT X - POOL CONSTRUCTION

94 XS 102 SPRAY PARK DRAINAGE PLAN CONTRACT X - POOL CONSTRUCTION

95 XS 500 POOL SITE DETAILS CONTRACT X - POOL CONSTRUCTION

96 XS 501 SPRAY PARK TANK DETAILS CONTRACT X - POOL CONSTRUCTION

97 X 100 COMPETITION AND FAMILY POOL PLAN CONTRACT X - POOL CONSTRUCTION

98 X 101 COMPETITION AND FAMILY POOL PLAN (ALTERNATE) CONTRACT X - POOL CONSTRUCTION

99 X 300 POOL SECTIONS CONTRACT X - POOL CONSTRUCTION

100 X 301 POOL SECTIONS (ALTERNATE) CONTRACT X - POOL CONSTRUCTION

101 X 500 SWIMMING POOL DETAILS CONTRACT X - POOL CONSTRUCTION

102 X 501 SWIMMING POOL DETAILS CONTRACT X - POOL CONSTRUCTION

103 X 502 SWIMMING POOL DETAILS (ALTERNATE) CONTRACT X - POOL CONSTRUCTION

PROJECT SHEET LIST

SHEET NO. DRAWING NO. SHEET TITLE CONTRACT

104 X 503 SPRAY PARK FEATURES AND PIPING (1) CONTRACT X - POOL CONSTRUCTION

105 X 504 SPRAY PARK FEATURES AND PIPING (2) CONTRACT X - POOL CONSTRUCTION

106 X 505 SPRAY PARK FEATURES AND PIPING (3) CONTRACT X - POOL CONSTRUCTION

107 X2 110 FILTER BUILDING FLOOR PLAN CONTRACT X POOL CONSTRUCTION - CONTRACT P

PLUMBING CONSTRUCTION

108 X2 300 FILTER BUILDING POOL EQUIPMENT SECTIONS CONTRACT X - POOL CONSTRUCTION 109 X2 301 FILTER BUILDING POOL EQUIPMENT SECTIONS CONTRACT X - POOL CONSTRUCTION

110 X2 500 FILTER BUILDING EQUIPMENT DETAILS (1) CONTRACT X - POOL CONSTRUCTION

111 X2 501 FILTER BUILDING EQUIPMENT DETAILS (2) CONTRACT X - POOL CONSTRUCTION

112 X-E 100 FILTER BUILDING ELECTRICAL CONTROL PLAN CONTRACT X - POOL CONSTRUCTION 113 X-E 500 POOL ELECTRICAL CONTROL DIAGAMS AND DETAILS CONTRACT X - POOL CONSTRUCTION 114 X-E 501 POOL ELECTRICAL CONTROL DIAGRAMS AND DETAILS CONTRACT X - POOL CONSTRUCTION 115 X-E 502 POOL ELECTRICAL CONTROL DIAGRAMS AND DETAILS CONTRACT X - POOL CONSTRUCTION

116 X-E 503 POOL BONDING PLAN CONTRACT X - POOL CONSTRUCTION

117 M 001 GENERAL NOTES AND LEGENDS CONTRACT H - HVAC CONSTRUCTION

118 M1 110 BATHHOUSE CONSTRUCTION PLAN CONTRACT H - HVAC CONSTRUCTION

119 M1 120 BATHHOUSE ROOF PLAN CONTRACT H - HVAC CONSTRUCTION

120 M2 110 FILTER BUILDING PLAN CONTRACT H - HVAC CONSTRUCTION

121 M 500 DETAILS (1 OF 2) CONTRACT H - HVAC CONSTRUCTION

122 M 501 DETAILS (2 OF 2) CONTRACT H - HVAC CONSTRUCTION

123 M 600 SCHEDULES CONTRACT H - HVAC CONSTRUCTION

124 E 001 ELECTRICAL LEGENDS CONTRACT E - ELECTRICAL CONSTRUCTION

125 ES 100 ELECTRICAL SITE PLAN CONTRACT G - GENERAL CONSTRUCTION

126 E1 100 BATHHOUSE ELECTRICAL POWER PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

127 E1 101 BATHHOUSE ROOF ELECTRICAL POWER PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

128 E1 110 BATHHOUSE HVAC POWER PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

129 E1 120 BATHHOUSE ELECTRICAL LIGHTING PLAN CONTRACT E - ELECTRICAL CONSTRUCTION 130 E2 100 FILTER BUILDING ELECTRICAL POWER PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

131 E2 110 FILTER BUILDING HVAC POWER PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

132 E2 120 FILTER BUILDING ELECTRICAL LIGHTING PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

133 E 500 ELECTRICAL DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

134 E 501 ELECTRICAL DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

135 E 502 ELECTRICAL DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

136 E 600 ELECTRICAL SCHEDULES CONTRACT E - ELECTRICAL CONSTRUCTION

137 E 601 ELECTRICAL PANEL SCHEDULES CONTRACT E - ELECTRICAL CONSTRUCTION

138 E 610 ELECTRICAL SINGLE LINE DIAGRAM CONTRACT E - ELECTRICAL CONSTRUCTION

139 T-001 SYMBOLS, ABBREVIATIONS, & DRAWING LIST CONTRACT E - ELECTRICAL CONSTRUCTION

140 T-002 GENERAL NOTES CONTRACT E - ELECTRICAL CONSTRUCTION

141 TA-100 AUDIOVISUAL - SITE FACILITY PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

142 TA-101 AUDIOVISUAL - LEVEL 01 - FACILITY PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

143 TA-201 AUDIOVISUAL - LEVEL 01 - LOW VOLTAGE REFLECTED CEILING

PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

144 TA-300 AUDIOVISUAL - LOW VOLTAGE SITE PLAN CONTRACT E - ELECTRICAL CONSTRUCTION 145 TA-301 AUDIOVISUAL - LEVEL 01 - LOW VOLTAGE FLOOR PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

146 TA-302 AUDIOVISUAL - TR01 ENLARGED PLANS, SECTIONS, AND

ELEVATIONS CONTRACT E - ELECTRICAL CONSTRUCTION

147 TA-501 AUDIOVISUAL SYSTEMS - BLOCK DIAGRAM & RACK ELEVATION CONTRACT E - ELECTRICAL CONSTRUCTION 148 TC-100 STRUCTURED CABLING - SITE FACILITY PLAN CONTRACT E - ELECTRICAL CONSTRUCTION 149 TC-101 STRUCTURED CABLING - LEVEL 01 - FLOOR PLAN CONTRACT E - ELECTRICAL CONSTRUCTION 150 TC-201 STRUCTURED CABLING - LEVEL 01 - REFLECTED CEILING PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

151 TC-300 STRUCTURED CABLING - TR01 ENLARGED PLANS, SECTIONS,

AND ELEVATIONS CONTRACT E - ELECTRICAL CONSTRUCTION

152 TC-800 STRUCTURED CABLING - DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

153 TC-801 STRUCTURED CABLING - DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

154 TC-900 STRUCTURED CABLING - OUTLET SCHEDULES CONTRACT E - ELECTRICAL CONSTRUCTION

155 TY-100 SECURITY - SITE FACILITY PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

156 TY-101 SECURITY - LEVEL 101 - FLOOR PLAN CONTRACT E - ELECTRICAL CONSTRUCTION 157 TY-201 SECURITY - LEVEL 01 - REFLECTED CEILING PLAN CONTRACT E - ELECTRICAL CONSTRUCTION

158 TY-300 SECURITY - TR01 ENLARGED PLANS, SECTIONS, AND

ELEVATIONS CONTRACT E - ELECTRICAL CONSTRUCTION

159 TY-500 SECURITY - SINGLE LINE DIAGRAMS CONTRACT E - ELECTRICAL CONSTRUCTION

160 TY-800 SECURITY - DETAILS CONTRACT E - ELECTRICAL CONSTRUCTION

161 TY-900 SECURITY - EQUIPMENT SCHEDULE CONTRACT E - ELECTRICAL CONSTRUCTION

WATER MAIN RE-ROUTING NOTES:

1.

2.

3.

4.

5.

6.

7.

NEW WATER MAIN SHALL BE 6"Ø CLASS 52 C.L.D.I. ~115 FEET LONG.

THE NEW WATER MAIN SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST VERSION OF ANSI/AWWA C600.

THE NEW WATER MAIN SHALL BE HYDROSTATICALLY TESTED AND CONFORM TO THE LEAKAGE ALLOWANCE SET FORTH IN THE

LATEST VERSION OF ANSI/AWWA C600.

THE WATER MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH ANSI/AWWA C651.

IF THERE IS ANY POSSIBILITY OF THE CHLORINATED DISCHARGE CAUSING DAMAGE TO THE ENVIRONMENT, A NEUTRALIZING CHEMICAL SHALL BE APPLIED TO THOROUGHLY NEUTRALIZE THE RESIDUAL CHLORINE, IN ACCORDANCE WITH ANSI/AWWA C655.

TWO (2) CONSECUTIVE SETS OF BACTERIOLOGICAL SAMPLES, TAKEN A DAY APART, MUST BE COLLECTED FROM THE NEWLY INSTALLED WATER MAIN. THE SAMPLES MUST BE COLLECTED AFTER FINAL FLUSHING AND WHEN THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE DISTRIBUTION SYSTEM. THE CHLORINE

RESIDUAL MUST ALSO BE FIELD MEASURED AND RECORDED IN LABORATORY REPORTS.

THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL THE WATER MAIN INSTALLATION HAS BEEN CERTIFIED BY THE ENGINEER OF RECORD AND RECEIVED APPROVAL FROM THE NASSAU COUNTY DEPARTMENT OF HEALTH.

MARK DATE DESCRIPTION

1 07-16-2026 BID ADDENDUM NO. 1

FILTER

BACKWASH

6"

FILTER EFFLUENT

3"

3"

PO

OL

R

ET

UR

N

2" PVC

POINT OF

APPLICATION FOR

CHLORINE

2" PVC

1/4" BALL VALVE

1/2" BALL VALVE

POINT OF

APPLICATION

FOR ACID

CHLORINE

AND pH

PROBES

CHEMICAL FEED CONTROLLER

3"

FILTER INFLUENT

6"

MAIN DRAIN

6"

SKIMMER

9" AIR GAP

3"

POOL RETURN

POOL RETURN

3"

POOL RETURN

1/2"

FS

PG

PG

PG

PG

FILTER INFLUENT

3"

3"

POOL RETURN

1/2

9" AIR GAP

DRAIN

3"

WATER LEVEL CONTROLLER

6" AIR GAP

O

G

D

Q P

T

M

C

D

J R

N

E

E

CG

BL

DG

IN

TE

RI

OR

BL

DG

E

XT

ER

IO

R

TO CHEM

CONTROL

1/4" BALL VALVE

1/2" BALL VALVE

P

S CHLORINE STORAGE TANK

ON GRATING

BLUE WHITE FLOW METER

E

40*

FAMILY POOL PUMP 1

B

H

A

6" x 6"

FAMILY POOL PUMP 2

B

H

A

6" x 6"

C

K

CG

V

FROM FAMILY POOL

FROM FAMILY POOL

TO FAMILY POOL

E

FROM COMPETITION

POOL BACKWASH

E

FROM SPRAY PARK

BACKWASH

3"

PO

OL

R

ET

UR

N

W

2"

WATER SERVICE

I

TO

E

YE

W

AS

H

AN

D

SH

OW

ER

1 1/2"

BALANCE TANK FILL

X

6"

TANK OVERFLOW

LEVEL

GAUGE

W

AT

ER

L

EV

EL

S

EN

SO

RS

6"

PUMP SUCTION

TO DRYWELL

D D

I

D

U

L

Y

E

E

FROM COMPETITION

POOL DRAIN

E

FROM SPRAY PARK

DRAIN

E

TO SANITARY SEWER

8"

TO DRYWELL

6"

PG

Exp. Date

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"

architects engineers

SHEET No.

SHEET TITLE

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No.: 0018178

JOSEPH J. TODARO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071079

01/31/2027

7/

/2

4:

:5

PM

Au to de sk

D oc s:

//K en ne dy M em or ia l P ar k

Po ol

F ac ilit y/

H

EM

V2

2_ C en tra l2 5_

M .rv t

G 022

FINAL BID DOCUMENT

Pool Facility Renovation at Kennedy Memorial Park

Inc. Village of Hempstead

C. MARTINEZ

JULY 2026HEMV2502

335 Greenwich St.

Hempstead, NY

16101

FAMILY POOL HYDRAULIC

SCHEMATIC

ALL CONTRACTS

G. AURICCHIO Checker Approver

1 Family Pool Hydraulic Schematic

SCALE: NTS

EQUIPMENT LIST

ITEM QTY DESCRIPTION MANUFACTURER MODEL # NOTES:

A 2 FILTER PUMP SPECK 65/250 CLOSE COUPLED END SUCTION PUMP RATED AT 172 GPM AT 70.8 TDH,

7.5 HP, 208V/3, 60 CYCLE, 1750 RPM.

B 2 STRAINER SPECK 6"X6" STRAINER (2) SUCTION FLANGE ADAPTOR (6") FOR PUMP

TANK

C 2 COMPOUND GAUGE WEKSLER BA14-PCC4-LW 30HG-0-60 PSI, 2"/1 PSI GRADATION RANGE WITH SHOCK

LOOP AND STOP COCK. 4 1/2" DIAL, BBV-F NEEDLE VALVE

D 4 PRESSURE GAUGE WEKSLER AA 26 AR 0-60 PSI, 1 PSI CALIBRATION WITH SHOCK LOOP BA14-PPE4-LW

AND STOPCOCK 1/2" DIAL, BBV4-FF NEEDLE VALVE

E 9 CHECK VALVE TECHNO 5051-316 CAST IRON BODY, SS SPRING SHAFT, BRONZE

PLATES, MOUNT ON FILTER BACKWASH

F 16 BUTTERFLY VALVE BRAY CONTROLS SERIES 30 NYLON 11 COATED

G 1 FILTER MER-MADE 143-56 44" DIAMETER, 62" LENGTH, FIBERGLASS HORIZONTAL HIGH FLOW

PRESSURE SAND FILTER 16.2 SQUARE FEET OF FILTER AREA

H 2 VFD DRIVE HORLICK CO. INC. ONE VFD PER PAIR OF PUMPS

I 2 HEAT PUMPS AQUACAL T 100 TWO (2) 47" x 21" x 35" FAMILY POOL HEAT PUMPS

J 1 SIGHT GLASS GF PIPING SYSTEMS SCH 80 PVC 6"Ø CLEAR SCH 80 PVC, 6" LONG

K 1 FLOW METER SIGNET 2551 MOUNT ON RETURN LINE, REMOTE TO PANEL

L 1 THERMAL SENSOR CHROMALOX PR-18-2-100 100 OHM PLATINUM RTD PROBE ELEMENT WITH 304SS SHEATH

-1/4-6/C RTD TEMPERATURE CONTROLLER SHALL BE MODEL 1601-1-1-5-0

M 1 FLOW SWITCH MCDONNEL MILLER FS254 MOUNT ON RETURN LINE, REMOTE TO PANEL

N 1 FILL SOLENOID ASCO 8210 NORMALLY CLOSED SOLENOID VALVE WIRED TO WATER LEVEL

CONTROL RELAY AND AUTOMATIC WATER LEVEL CONTROLLER

O 1 AIR RELEASE VALVE

P 2 CHEMICAL FEEDER STENNER PUMPS 85M3 MINIMUM 0.08 GPH, MAXIMUM 1.67 GPH AT 25 PSI, WIRED

TO POOL CONTROL PANEL.

Q 1 ACID STORAGE TANK CHEMTAINER TC1840AA/AB 40 GAL OPEN TOP, FLAT BOTTOM CYLINDRICAL TANK

TC2236AA/AB IN 55 GAL TANK

R 1 BLUE WHITE FLOW METER BLUE-WHITE F-30600P MOUNT ON BACKWASH LINE

S 1 CHLORINE STORAGE TANK CHEMTAINER TC3448DC 150 GAL DOUBLE WALLED CONTAINMENT TANK

T 1 CHEMICAL CONTROLLER LINK AUTOMATION MODEL 501

U 1 AUTOMATIC WATER OMEGA ENG. LVCN-120 MOUNT SENSOR IN BALANCING TANK, COORDINATE INSTALLATION

LEVEL CONTROLLER WITH ELECTRICAL CONTRACTOR CONTROLLER TO BE MOUNTED

IN MOTOR CONTROL CENTER BY ELECTRICAL CONTRACTOR

V 1 OUTDOOR CHLORINE SNYDER INDUSTRIES 5990902N 750 GAL VERTICAL DOUBLE WALL STORAGE TANK WITH UV

INHIBITORS

W 1 RPZ FEBCO LF009 2" REDUCED PRESSURE ZONE ASSEMBLY

X 1 SPILL CONTAINMENT DECK PIG PAK1070 66 GALLON YELLOW BLADDER POLY SPILL CONTAINMENT DECK

CHLORINE DELIVERY RATE

PUMP MAX DELIVERY RATE

NUMBER OF UNITS PROVIDED

DELIVERY RATE @

DELIVERY RATE @

1.67 GAL/HR

0.86 GAL/HR

0.086 GAL/HR

FAMILY POOL DESIGN DATA

NO.

1,500

DESCRIPTION MAIN POOL

SURFACE AREA OF POOL (SQ FT)

PERIMETER OF POOL (FT)

MAXIMUM NUMBER OF BATHERS

VOLUME OF POOL (GAL)

REQUIRED TURNOVER RATE (HRS)

DESIGN TURNOVER RATE (HRS)

REQUIRED FLOW RATE (BASED ON TOTAL GPM)

DESIGN FLOW RATE (GPM)

33,660

3.32

PUMP SELECTION

FLOW RATE PER PUMP (GPM)

NUMBER OF PUMPS

PUMP MOTOR (HP)

BACKWASH FLOW RATE (GPM)

BACKWASH TIME (MIN)

7.5

POOL DRAINAGE DESIGN

NO.

33,660

ITEM SIZE

VOLUME OF SWIMMING POOL (GALLONS)

VOLUME OF SWIMMING POOL (CUBIC FEET)172 GPM, 10 PPM

172 GPM, 1 PPM

FAMILY POOL FILTRATION VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

20 FILTER FEED 4" BUTTERFLY LEVER DIVERSION

21 FILTER BACKWASH

RETURN

4" BUTTERFLY LEVER DIVERSION

22 FILTER BACKWASH

FEED

4" BUTTERFLY LEVER DIVERSION

23 FILTER RETURN 4" BUTTERFLY LEVER DIVERSION

FAMILY POOL HEATING VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

30 HEAT EXCHANGER 2" BALL LEVER ISOLATION

31 HEAT EXCHANGER 2" BALL LEVER ISOLATION

32 HEAT EXCHANGER 2" BALL LEVER ISOLATION

33 HEAT EXCHANGER 2" BALL LEVER ISOLATION

34 HEAT EXCHANGER 3" THROTTLE LEVER FLOW CONTROL

FAMILY POOL RECIRCULATION VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

10 MAIN DRAIN 6" BUTTERFLY LEVER THROTTLE

11 MAIN DRAIN 6" BUTTERFLY LEVER FLOAT

12 PERIMETER

OVERFLOW

6" BUTTERFLY LEVER ISOLATION

13 PUMP SUCTION 1 6" BUTTERFLY LEVER ISOLATION

14 PUMP DISCHARGE 1 3" BUTTERFLY LEVER ISOLATION

15 PUMP SUCTION 2 6" BUTTERFLY LEVER ISOLATION

16 PUMP DISCHARGE 2 3" BUTTERFLY LEVER ISOLATION

4,500

1.

2.

3.

4.

5.

NOTES:

ALL BUTTERFLY VALVES TO BE BRAY SERIES 30, NYLON 11 COATED,

VALVES IN CHEMICAL FEED SYSTEM TO BE 1/2" PVC BALL TYPE, UNION ENDS.

VALVES 8" AND LARGER TO BE GEAR OPERATED, 6" AND SMALLER TO BE LEVER OPERATED.

INSTALL 1/2" BRASS RELIEF VALVES AT HIGH POINTS OF ALL PIPES.

INSTALL 1/2" BRASS STOPCOCKS AT LOW POINTS OF ALL PIPES.

*NOTE: ONLY 1 PUMP WILL OPERATE AT A TIME, OTHER PUMP IS REDUNDANT

FAMILY POOL WATER FILL VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

50 MANUAL FILL 2" BALL LEVER BYPASS

51 AUTOMATIC FILL 2" BALL LEVER ISOLATION

52 AUTOMATIC FILL 2" BALL LEVER ISOLATION

FAMILY POOL DRAINAGE VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

40* POOL DRAIN 3" BUTTERFLY LEVER DIVERSION

41 FILTER FEED 3" BUTTERFLY LEVER DIVERSION

EQUIPMENT LIST

ITEM QTY DESCRIPTION MANUFACTURER MODEL # NOTES:

Z 4 SKIMMER HAYWARD SP 1082 2"Ø FAMILY POOL SKIMMER

ZA 8 INLET HAYWARD SP 1424 1 1/2" ADJUSTABLE POOL INLET

ZB 2 MAIN DRAIN DALDORADO DALMAX-

SG-242412

24x24x12 SUMP AND GRATE MAIN

DRAIN

Y 1 FLOAT VALVE MER-MADE FV-D 6" DUAL ARM FLOAT VALVE

*VALVE SHALL BE FURNISHED WITH LIMIT SWITCH

ZC 2 FLOW CONTROL

VALVE

FLOMATIC FLO-TROL 2" FLO-TROL VALVE

ZC ZC

FILTER

BACKWASH

6"

FILTER EFFLUENT

6"

COMPETITION POOL

PUMP 2

6"

PO

OL

R

ET

UR

N

TO CHEM

CONTROL

2" PVC

POINT OF

APPLICATION FOR

CHLORINE

2" PVC

1/4" BALL VALVE

1/2" BALL VALVE

POINT OF

APPLICATION

FOR ACID

CHLORINE

AND pH

PROBES

6" X 4" REDUCER 10"

MAIN DRAIN

10"

GUTTER DRAIN

10"

GUTTER DRAIN

9" AIR GAP

6"

POOL RETURN

POOL RETURN

6"

1/2"

FS

PG

PG

PG

FILTER INFLUENT

6"

1/2

9" AIR GAP

DRAIN

6"

WATER LEVEL CONTROLLER

O

G

D

R P1

U

M

B

D

H

J

N

E

E

A

BL

DG

IN

TE

RI

OR

BL

DG

E

XT

ER

IO

R

41*

40*

1/4" BALL VALVE

1/2" BALL VALVE

T

P2

CHLORINE STORAGE TANK

ON GRATING

S

K

BLUE WHITE FLOW METER

8" X 8"

COMPETITION POOL

PUMP 1

6" X 4" REDUCER

B

H A

8" X 8"

6"

FILTER INFLUENT

PG

CG

CG

C

C

W

X

FROM COMPETITION POOL

FROM COMPETITION POOL

FROM COMPETITION POOL

TO COMPETITION POOL

FROM SPRAY PARK

BACKWASH

FROM FAMILY POOL

BACKWASH

31A 31B

6"

POOL RETURN

2"

WATER SERVICE

ZC

BACKWASH

6"

TO

E

YE

W

AS

H

AN

D

SH

OW

ER

2"

BALANCE TANK FILL

Y

LEVEL

CONTROLLER

W

AT

ER

L

EV

EL

S

EN

SO

RS

6" AIR GAP

PUMP SUCTION

8"

TANK OVERFLOW

6"

TO DRYWELL

32A 32B

ZC

33A 33B

ZC

34B

ZC

35A 35B

ZC

36A 36B

ZC

L

V

Z

E

E

FROM SPRAY PARK

DRAIN

FROM FAMILY POOL

DRAIN

TO SANITARY SEWER

8"

TO DRYWELL

6"

34A

F

IIIIII

DPG

Exp. Date

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"

architects engineers

SHEET No.

SHEET TITLE

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No.: 0018178

JOSEPH J. TODARO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071079

01/31/2027

7/

/2

4:

:5

PM

Au to de sk

D oc s:

//K en ne dy M em or ia l P ar k

Po ol

F ac ilit y/

H

EM

V2

2_ C en tra l2 5_

M .rv t

G 023

FINAL BID DOCUMENT

Pool Facility Renovation at Kennedy Memorial Park

Inc. Village of Hempstead

C. MARTINEZ

JULY 2026HEMV2502

335 Greenwich St.

Hempstead, NY

16101

COMPETITION POOL HYDRAULIC

SCHEMATIC

ALL CONTRACTS

G. AURICCHIO Checker Approver

SCALE: NTS1 Competition Pool Hydraulic Schematic

EQUIPMENT LIST

ITEM QTY DESCRIPTION MANUFACTURER MODEL # NOTES:

A 2 FILTER PUMP SPECK 100/250 CLOSE COUPLED END SUCTION PUMP RATED AT 624 GPM AT 63.5 TDH, 20

HP, 208V/3, 60 CYCLE, 1750 RPM

B 2 STRAINER SPECK 8"X8" STRAINER TWO (2) SUCTION FLANGE ADAPTOR (8") FOR PUMP

TANK

C 2 COMPOUND GAGE WEKSLER BA14-PC4-LW 30HG-0-60 PSI, 2"/1 PSI GRADATION RANGE WITH SHOCK

LOOP AND STOP COCK. 4 1/2" DIAL, BBV-F NEEDLE VALVE

D 5 PRESSURE GAGE WEKSLER BA14-PPE4-LW 0-60 PSI, 1 PSI CALIBRATION WITH SHOCK LOOP

AND STOPCOCK 4 1/2" DIAL, BBV4-FF NEEDLE VALVE

E 8 CHECK VALVE TECHNO 5051-316 CAST IRON BODY, SS SPRING SHAFT, BRONZE

PLATES, MOUNT ON FILTER BACKWASH

F 19 BUTTERFLY VALVE BRAY CONTROLS SERIES 30 NYLON 11 COATED

G 1 FILTER MER-MADE 160-109 62.5" DIAMETER, 113" LENGTH, FIBERGLASS HORIZONTAL HIGH FLOW

PRESSURE SAND FILTER 41.6 SQUARE FEET OF FILTER AREA

H 2 VFD DRIVE HORLICK CO. INC. ONE VFD PER PAIR OF PUMPS

I 6 HEAT PUMP AQUACAL T130 SIX (6) 46" x 21" x 47" COMPETITION POOL HEAT PUMPS.

J 1 SIGHT GLASS GF PIPING SYSTEMS SCH 80 PVC 6"Ø CLEAR SCH 80 PVC, 6" LONG

K 1 FLOW METER SIGNET 2551 MOUNT ON RETURN LINE, REMOTE TO PANEL

L 1 THERMAL SENSOR CHROMALOX PR-18-2-100 100 OHM PLATINUM RTD PROBE ELEMENT WITH 304SS

-1/4-6/C RTD SHEATH TEMPERATURE CONTROLLER SHALL BE

MODEL 1601-1-1-5-0

M 1 FLOW SWITCH MCDONNEL MILLER FS254 MOUNT ON RETURN LINE, REMOTE TO PANEL

N 1 FILL SOLENOID ASCO 8210 NORMALLY CLOSED SOLENOID VALVE WIRED TO WATER

LEVEL CONTROL RELAY AND AUTOMATIC WATER LEVEL CONTROLLER

O 1 AIR RELEASE VALVE

P1 1 ACID FEEDER STENNER PUMPS 85M3 MINIMUM 0.08 GPH, MAXIMUM 1.67 GPH AT 25

PSI, WIRED TO POOL CONTROL PANEL.

P2 1 CHLORINE FEEDER STENNER PUMPS 85M5 MINIMUM 0.18 GPH, MAXIMUM 3.54 GPH AT 25 PSI, WIRED

TO POOL CONTROL PANEL.

R 1 ACID STORAGE TANK CHEMTAINER TC1840AA/AB 40 GAL OPEN TOP, FLAT BOTTOM CYLINDRICAL TANK

TC2236AA/AB IN 55 GAL TANK

S 1 BLUE WHITE FLOW METER BLUE-WHITE F-30600P MOUNT ON BACKWASH LINE

T 1 CHLORINE STORAGE TANK CHEMTAINER TC3448DC 150 GAL DOUBLE WALLED CONTAINMENT TANK

U 1 CHEMICAL CONTROLLER LINK AUTOMATION MODEL 501

V 1 AUTOMATIC WATER OMEGA ENG. LVCN-120 MOUNT SENSOR IN BALANCING TANK, COORDINATE INSTALLATION WITH

LEVEL CONTROLLER ELECTRICAL CONTRACTOR CONTROLLER TO BE MOUNTED IN MOTOR

CONTROL CENTER BY ELECTRICAL CONTRACTOR

W 1 OUTDOOR CHLORINE SNYDER INDUSTRIES 5990902N 750 GAL VERTICAL DOUBLE WALL STORAGE TANK WITH UV INHIBITORS

X 1 RPZ FEBCO LF009 2" REDUCED PRESSURE ZONE ASSEMBLY

Y 1 SPILL CONTAINMENT DECK PIG PAK7010 66 GALLON YELLOW BLADDER POLY SPILL CONTAINMENT DECK

CHLORINE DELIVERY RATE

PUMP MAX DELIVERY RATE

NUMBER OF UNITS PROVIDED

DELIVERY RATE @

DELIVERY RATE @

3.54 GAL/HR

3.12 GAL/HR

0.31 GAL/HR

COMPETITION POOL DESIGN DATA

NO.

3,375

DESCRIPTION MAIN POOL

SURFACE AREA OF POOL (SQ FT)

PERIMETER OF POOL (FT)

MAXIMUM NUMBER OF BATHERS

VOLUME OF POOL (GAL)

REQUIRED TURNOVER RATE (HRS)

DESIGN TURNOVER RATE (HRS)

REQUIRED FLOW RATE (BASED ON TOTAL GPM)

MAX BATHER CAPACITY

206,252

5.51

572.92

PUMP SELECTION

FLOW RATE PER PUMP (GPM)

NUMBER OF PUMPS

PUMP MOTOR (HP)

BACKWASH FLOW RATE (GPM)

BACKWASH TIME (MIN)

POOL DRAINAGE DESIGN

NO.

206,252

ITEM SIZE

VOLUME OF SWIMMING POOL (GALLONS)

VOLUME OF SWIMMING POOL (CUBIC FEET) 25,574624 GPM, 10 PPM

624 GPM, 1 PPM

COMPETITION POOL FILTRATION VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

20 FILTER FEED 6" BUTTERFLY LEVER DIVERSION

21 FILTER BACKWASH

RETURN

6" BUTTERFLY LEVER DIVERSION

22 FILTER BACKWASH

FEED

6" BUTTERFLY LEVER DIVERSION

23 FILTER RETURN 6" BUTTERFLY LEVER DIVERSION

COMPETITION POOL HEATING VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

30 HEAT EXCHANGER 6" THROTTLE LEVER FLOW CONTROL

31A HEAT EXCHANGER 2" BALL LEVER ISOLATION

31B HEAT EXCHANGER 2" BALL LEVER ISOLATION

32A HEAT EXCHANGER 2" BALL LEVER ISOLATION

32B HEAT EXCHANGER 2" BALL LEVER ISOLATION

33A HEAT EXCHANGER 2" BALL LEVER ISOLATION

33B HEAT EXCHANGER 2" BALL LEVER ISOLATION

34A HEAT EXCHANGER 2" BALL LEVER ISOLATION

34B HEAT EXCHANGER 2" BALL LEVER ISOLATION

35A HEAT EXCHANGER 2" BALL LEVER ISOLATION

35B HEAT EXCHANGER 2" BALL LEVER ISOLATION

36A HEAT EXCHANGER 2" BALL LEVER ISOLATION

36B HEAT EXCHANGER 2" BALL LEVER ISOLATION

COMPETITION POOL RECIRCULATION VALVE...

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

10 MAIN DRAIN 10" BUTTERFLY GEAR ISOLATION

11 MAIN DRAIN 10" BUTTERFLY GEAR THROTTLE

12 GUTTER 10" BUTTERFLY GEAR ISOLATION

13 PUMP SUCTION 1 10" BUTTERFLY GEAR ISOLATION

14 PUMP DISCHARGE 1 6" BUTTERFLY LEVER ISOLATION

15 PUMP SUCTION 2 10" BUTTERFLY GEAR ISOLATION

16 PUMP DISCHARGE 2 6" BUTTERFLY LEVER ISOLATION

1.

2.

3.

4.

5.

NOTES:

ALL BUTTERFLY VALVES TO BE BRAY SERIES 30, NYLON 11 COATED,

VALVES IN CHEMICAL FEED SYSTEM TO BE 1/2" PVC BALL TYPE, UNION ENDS.

VALVES 8" AND LARGER TO BE GEAR OPERATED, 6" AND SMALLER TO BE LEVER OPERATED.

INSTALL 1/2" BRASS RELIEF VALVES AT HIGH POINTS OF ALL PIPES.

INSTALL 1/2" BRASS STOPCOCKS AT LOW POINTS OF ALL PIPES.

*NOTE: ONLY 1 PUMP WILL OPERATE AT A TIME, OTHER PUMP IS REDUNDANT COMPETITION POOL DRAINAGE VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

40* POOL DRAIN 6 BUTTERFLY LEVER DIVERSION

41* FILTER INFLUENT 6" BUTTERFLY LEVER DIVERSION

COMPETITION POOL WATER FILL VALVE CHART

VALVE ID DESCRIPTION SIZE TYPE CONTROL FUNCTION

50 MANUAL FILL 2" BALL LEVER BYPASS

51 AUTOMATIC FILL 2" BALL LEVER ISOLATION

52 AUTOMATIC FILL 2" BALL LEVER ISOLATION

8 DESIGN FLOW RATE (GPM) 624

EQUIPMENT LIST

ITEM QTY DESCRIPTION MANUFACTURER MODEL # NOTES:

ZA 8 INLET HAYWARD SP 1424 1 1/2" ADJUSTABLE POOL INLET

ZB 2 MAIN DRAIN DALDORADO DALMAX-

SG-183628

18x18x16.5 SUMP AND GRATE

MAIN DRAIN

Z 1 FLOAT VALVE MER-MADE FD-V 10" DUAL ARM FLOAT VALVE

*VALVE SHALL BE FURNISHED WITH LIMIT SWITCH

ZC 6 FLOW CONTROL

VALVE

2" FLO-TROL VALVEFLOMATIC FLO-TROL

MARK DATE DESCRIPTION

P1 P2

P3 P4

P5P6

P7

P8

P9 P10

P11

P12 P14

P13 P15

P20

P21

P16 P17 P18 P19

P22

P2

P2

P2

P2

P2

COMPETITION POOL

BALANCING TANK

FAMILY POOL

BALANCING TANK

9' - 2 3/4" 2' - 5 1/4" 3' - 2 1/2" 1' - 2 1/4" 3' - 4 1/2" 1' - 8 7/8" 16' - 10 1/4"

3 3 /4"

3'

- 7

1'

- 6

6'

- 8

5/ 8"

1'

- 1

0" 7'

- 9

3'

- 4

1/ 2"

7'

- 4

3/ 4"

1'

- 3

7/ 8"

3'

- 9

3/ 4"

16' - 6 5/8" 14' - 1 1/8"

0'

- 5

5/ 8"

4'

- 2

8'

- 4

5'

- 4

3/ 8"

REFERENCED MODEL NUMBERS ARE PRODUCTS AS MANUFACTURED BY GARLOCK SEALING TECHNOLOGIES SUBSTITUTIONS MAY BE SUBMITTED FOR REVIEW BY THE ENGINEER. THE "XX" THAT APPEARS IN SOME MODEL NUMBERS REFER TO A SPECIFIC PARAMETER THAT HAS NOT BEEN DEFINED. THE CONTRACTOR SHALL DETERMINE THE APPROPRIATE PARAMETER VALUE BASED ON THE CONSTRAINTS OF THE PROJECT.

NOTES:

1.

2.

3.

4.

5.

6.

EACH CONTRACTOR PROVIDING MATERIALS SHALL SUBMIT, FOR THE ENGINEER'S REVIEW AND APPROVAL, PIPING LAYOUT, CONDUIT, EQUIPMENT, PENETRATION, AND SLEEVE LOCATION DRAWINGS TO A SCALE OF 1/4" = 1' - 0". EACH CONTRACTOR SHALL NOT INSTALL INSERTS, SLEEVES, AND FORMWORK UNTIL THE LOCATIONS AND ELEVATIONS OF ALL SLAB AND WALL PENETRATIONS HAVE BEEN VERIFIED AND CHECKED FOR ACCURACY BY THE ENGINEER AND OTHER CONTRACTORS REQUIRING COORDINATION. THE LOCATIONS OF WALL SLEEVES, OPENINGS, AND OTHER CONCRETE INSERTS SHOWN ON THE DRAWINGS ARE BASED ON EQUIPMENT AND VALVES WHICH MAY OR MAY NOT HAVE DIMENSIONS EQUAL TO THAT BEING USED FOR THE PROJECT. LAYOUT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 013300 ·SUBMITTALS.

THE LAYOUT DRAWINGS SHALL USE THE DIMENSIONS OF EQUIPMENT AND VALVES BEING USED FOR THE PROJECT OR PROVISIONS SHALL BE MADE TO ACCOUNT FOR DIMENSIONAL DIFFERENCES IN EQUIPMENT. THE CONTRACTOR SHALL SUBMIT THE LAYOUT DRAWINGS FAR ENOUGH IN ADVANCE SO THAT CONCRETE INSERTS CAN BE ORDERED AND INSTALLED IN SEQUENCE AND IN ACCORDANCE WITH THE CONSTRUCTION SCHEDULE.

PENETRATIONS FOR PIPE 3"Ø AND LARGER ARE SHOWN ON THIS SCHEDULE. OTHER PENETRATIONS HAVE NOT BEEN SHOWN AND SHOULD BE

COORDINATED WITH OTHER CONTRACTS AS REQUIRED.

SLEEVES TO BE SUPPLIED BY THE SPECIFIED CONTRACT AND INSTALLED BY CONTRACT 'G', UNLESS OTHERWISE NOTED.

ALL PENETRATION CAULKING SHALL BE BY CONTRACT 'G'.

SLEEVES SHALL BE SIZED AND INSTALLED FLUSH WITH FINISHED SURFACES, UNLESS OTHERWISE NOTED.

CONTRACT 'G' SHALL COORDINATE ALL SLEEVE LOCATIONS WITH CONTRACTOR SUPPLYING SLEEVES PRIOR TO ERECTION OF WORK TO VERIFY THAT FIELD CONDITIONS ARE ACCURATE TO DIMENSIONS AND LOCATIONS SHOWN ON THE DRAWINGS. SHOULD FIELD CONDITIONS VARY, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ERECTION OF THE WORK.

PENETRATION / SLEEVE SCHEDULE

ID NO. SLEEVE PROCESS DESCRIPTION

NOMINAL

PIPE / DUCT

SIZE SLEEVE MATERIAL

NOMINAL

SLEEVE

SIZE SLEEVE MODEL NO. LINK SEAL

OFFSET HEIGHT

TO CENTERLINE

(REFERECED

FROM FIRST

FLOOR) Level P1 FROM COMPETITION POOL 10" HDPE/STEEL 14" CS-14-XX LS-410-XX -4' 0 251/256" First Floor (0' - 0") P2 FROM COMPETITION POOL 10" HDPE/STEEL 14" CS-14-XX LS-410-XX -4' 0 251/256" First Floor (0' - 0") P3 FROM FAMILY POOL 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -4' 0 251/256" First Floor (0' - 0") P4 FROM FAMILY POOL 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -4' 0 251/256" First Floor (0' - 0") P5 BALANCING TANK DRAINAGE 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -2' 3 5/16" First Floor (0' - 0")

P6 UV BYPASS TO SPRAY PARK

TANK

6" HDPE/STEEL 10" CS-10-XX LS-475-XX -1' 7 61/256" First Floor (0' - 0")

P7 FROM SPRAY PARK TANK 8" HDPE/STEEL 12" CS-12-XX LS-400-XX -3' 0 35/64" First Floor (0' - 0") P8 FROM SPRAY PARK TANK 8" HDPE/STEEL 12" CS-12-XX LS-400-XX -3' 0 111/128" First Floor (0' - 0") P9 TO SPRAY PARK TANK 4" HDPE/STEEL 8" CS-8-XX LS-475-XX -3' 8 7/16" First Floor (0' - 0")

P10 FROM SPRAY PARK TANK 8" HDPE/STEEL 12" CS-12-XX LS-400-XX -3' 0 35/64" First Floor (0' - 0") P11 TO DRYWELL 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -3' 3 77/256" First Floor (0' - 0") P12 TO SPRAY PARK TANK 6" RECYCLED PAPER 10" SONOCO SONOVOID ---- -1' 0" First Floor (0' - 0") P13 TO SPRAY PARK TANK 6" RECYCLED PAPER 10" SONOCO SONOVOID ---- -2' 3 5/16" First Floor (0' - 0") P14 FILTER BACKWASH WASTE 8" HDPE/STEEL 10" CX-10-XX ---- -1' 0" First Floor (0' - 0") P15 FILTER BACKWASH WASTE 8" HDPE/STEEL 12" CS-12-XX LS-400-XX -2' 4 81/256" First Floor (0' - 0") P16 FROM FAMILY POOL HEAT PUMP 3" HDPE/STEEL 8" CS-8-XX LS-475-XX 0' 3 245/256" First Floor (0' - 0") P17 TO FAMILY POOL HEAT PUMP 4" HDPE/STEEL 8" CS-8-XX LS-475-XX 0' 3 245/256" First Floor (0' - 0")

P18 FROM COMPETITION POOL HEAT

PUMP

6" HDPE/STEEL 10" CS-10-XX LS-475-XX 1' 1 1/128" First Floor (0' - 0")

P19 TO COMPETITION POOL HEAT

PUMP

6" HDPE/STEEL 10" CS-10-XX LS-475-XX 1' 1 1/128" First Floor (0' - 0")

P20 TO COMPETITION POOL 6" ---- 8" CX-10-XX LS-475-XX -1' 0" First Floor (0' - 0") P21 TO COMPETITION POOL 3" HDPE/STEEL 4" CX-4-XX LS-475-XX -1' 0" First Floor (0' - 0") P22 TO COMPETITION POOL 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -2' 5 61/64" First Floor (0' - 0")

P23 COMPETITION POOL SUCTION

FILTER

6" HDPE/STEEL 10" CS-10-XX LS-475-XX -0' 7 127/128" First Floor (0' - 0")

P23 TO FAMILY POOL 3" HDPE/STEEL 8" CS-8-XX LS-475-XX -1' 8 49/64" First Floor (0' - 0") P24 SURGE TANK OVERFLOW 8" HDPE/STEEL 12" CS-12-XX LS-400-XX -3' 0 13/16" First Floor (0' - 0") P25 FAMILY POOL FILTER SUCTION 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -3' 10 51/256" First Floor (0' - 0") P26 SURGE TANK OVERFLOW 6" HDPE/STEEL 10" CS-10-XX LS-475-XX -0' 7 127/128" First Floor (0' - 0")

Exp. Date

"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,

ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"

architects engineers

SHEET No.

SHEET TITLE

REVIEWED BY:DRAWN BY:DESIGNED BY:

PROJECT No: DATE:

CHECKED BY:

CONSULTANTS:

CONTRACT

CLIENT

STATUS

SCALE:

AS SHOWN

DRAWING No.

OF

538 Broad Hollow Road, 4th Floor East Melville, NY 11747

631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required

NY Engineering Certificate of Authorization No.: 0018178

JOSEPH J. TODARO, P.E.

NY PROFESSIONAL ENGINEER Lic. No. 071079

01/31/2027

7/

/2

4:

:5

PM

Au to de sk

D oc s:

//K en ne dy M em or ia l P ar k

Po ol

F ac ilit y/

H

EM

V2

2_ C en tra l2 5_

M .rv t

G2 110

FINAL BID DOCUMENT

Pool Facility Renovation at Kennedy Memorial Park

Inc. Village of Hempstead

C. MARTINEZ

JULY 2026HEMV2502

335 Greenwich St.

Hempstead, NY

16100

FILTER BUILDING PENETRATION

FLOOR PLAN

ALL CONTRACTS

G. AURICCHIO Checker Approver

SCALE: 3/8" = 1'-0"1 Penetration Floor Plan

HDPE/STEEL

N

X X

X

X

X

X

X X

X X

X X

X X

X X

X X

XXXX

X X

X X

X X

XX

X X

X X

X

X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X X X X

X

X X

X

X X

X X

X

S

42"

24"

18"

18"

D

24" 24"

Metal Shed on Concrete

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X X

X X

X

X

X

X

X

X

X

X

X

X

One St ory Bri ck Bu ildi ng

6' Chain Link Fence On Concrete Curb

6' Chain Link Fence

E

E

Electric Hatch

O/HO/HO/HO/HO/HO/HO/HO/HO/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

Co nc re te

D

3 P ark ing Sp ac es

Concrete

Rim 60.71 No Pipes Visible

Bottom 48.6 8' ∅

61.47

61.4

61.7 61.48

61.50

61.5

61.6

Rim 61.55 Inv. SE 56.7

Bottom 48.88' ∅

12" Concrete

S

6" Concrete

Rim 62.07 Inv. E 57.2 Inc. S 55.8

Inv. SW 55.8 4' ∅

62.4

63.5

62.6

61.9

62.3

62.4

62.1

61.5

61.5

61.2

W

W

62.4 62.45

62.35

62.39

62.19

62.

62.42

62.14

62.1

62.1

61.8

61.8

61.8

Asphalt

As ph alt

62.36

62.68

62.76

62.72

62.56

62.26

62.29

.78

.59

.02

.1

.1

.06

62.09 62.06

62.11

61.46

61.0

62.13

62.05

62.0

62.22

.10

62.25

62.47

.11

.19

61.02

61.07

61.26

61.22

61.28

61.38

61.44

61.72

61.65

61.

62.

62.63

.39

62.87

62.51

62.64

.45

62.20 62 .15

62.63

62.34

62.28

62.57

.64

62.65

62.59

62.

62.25

.22

.55

62.48

.49

62.30

62.76 62.76

62.46

62.4462 .36

62.32

.36

.35

62.36

62.51

62.44 62.30

.10

62.10 62.18

.71

62.20

62.2862.37 62.75

62.75

62.76

62.79

62.1

.59

62.58

62.47

62.54

62.58

62.58

63.7

62.10

62.5

62.64

.1

.5

.64

.66

62.

.74

62.67

Be nc hm ark

Sq ua re

Cu t S et

Ele va tio n 6

2.4

.87

.92

.59

62.36

.56

.58

.60

.81

62.55

61.83

Benchmark:

Nail Set in Pole Elevation 63.46

62.44

.8'

.18

19.8'

.1'

D 16"

ER

ER

ER

ER

ER

S

X X

X X

X X

X X

X X

X

X X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W W

W

60.8

60.7

61.1

61.13 61.15

62.05

60.5

60.8

60.5

60.8

61.0

61.54

67.0'

9.7

67.0'

9.6

2.7'

60.7

61.3

61.3

61.9

12' Chain Link Fence

Tennis Courts

(No Access)

Asphalt Driveway

Concrete Wall

Concrete

Handball Court

X

Basketball Court

10' Chain Link Fence

One Story

Frame Building on Concrete

6' Metal Fence

Gate Skate Park

Concrete

' C ha in

Lin k F en ce

' C ha in

Lin k F en ce

Concrete Window Well

Concrete

ConcreteStep

Dirt

Con cre te

Roo f O ve r

6' Chain Link Fence

6' Chain Link Fence on Concrete

Ga te

6' Chain Link Fence

6' Chain Link Fence on Concrete

Concrete Curb Planter

8' x 10'Frame Shed

S8" Cla y

S

S

S

S

S

S

S

S

S

S

S

S

8" Clay

Rim 61.28 Inv. E 53.8

Inv. SW 53.8 4' ∅

60.74

60.67

60.89

61.05

60.99

60.59 60.59

60.40

60.57

60.78

60.69

60.83

60.72

61.00

60.96

61.09

60.88

61.18

61.08

61.2

61.20 61.38

61.3

61.2

61.27

61.12

61.02

61.2 61.09

.1061

.3561 .3

61.2

61.03

61.07

60.9

61.2

61.18

61.01

61.04

61.12

61.02

60.94

60.99

61.02

61.02 61.07

61.08

61.3

61.4

61.34

61.53

61.47

61.30 61.53 61.36

61.60

61.37

61.6360.77 60.96 60.90 61.09 61.39

61.66 61.86

61.69

.90

61.96

61.91

.09

.02

.61

62.56

.22

62.

.69

.95

63.45

62.85

62.38 62.14

.10

61.95

.69

.72

61.8

61.4

61.8

61.89

61.2

61.5

61.38

60.9

.07

61.

61.3

61.70

.90

62.1062.66

61.13

16.3'

.9'

16.4'

.9'Ent. El. 61.52

Roo f O ve r

Ent. El. 63.01

Ent. El. 63.01

1.4

60.81

60.5

60.5

60.6

60.9

61.5

61.5

61.4

Asphalt61.1

61.2

61.5

Rim 61.48 Bottom 51.5

Pipes Not Visible 8' ∅

Rim 60.79

Inv. W 59.2

Bottom 58.3 2' X 2'

1.5

2.8'

Rim 61.35 Inv. NW 58.1

Bottom 52.08' ∅

X

D

8" PVC

60.96

Ga te

.76

62.60

.8

Asphalt

PE

E

E

E

E

E

PE

HH

E

E E E

E E E E

E

HH

E

E

E

E

E

E

E

T

T T

T

T

HH

T

T

T

T HH

HH

T T

T T

T

T

T

E

E

T T

W

W

W

W

W

W

W W

W W

S S

S S

S

NEW WATER LINE (TYP) (BY CONTRACT 'X')

S

S

NEW LIGHTPOLE (TYP) (BY CONTRACT 'E')

FF EL. 61.85

61.05 61.20

61.02

61.00

60.89 61.00 61.00

60.96

NEW 10'Ø DRYWELL WITH OPEN GRATE (TYP)

POOL

PERIMETER

ELEVATION =

61.55

POOL PERIMETER

ELEVATION = 61.55

S S

S

FF EL. 62.87

NEW PULL BOX (BY CONTRACT 'E')

NEW TRANSFORMER (BY CONTRACT 'E')

NEW ELECTRICAL LINE (TYP) (BY CONTRACT 'E')

NEW BURIED SPRAY PARK TANK

(TOP EL. = 62.30) (BY CONTRACT 'X')

NEW SANITARY MANHOLE (TYP)

NEW SANITARY DOGHOUSE MANHOLE

OVER EXISTING SANITARY LINE AT INV. =

54.56. SEE SANITARY SEQUENCING NOTES.

NEW TRENCH DRAIN - 6" WIDE NDS-DURA SLOPE WITH

ADA COMPLIANT POLY SLOTTED GRATE OR APPROVED

EQUAL. GRATE COLOR TO BE SELECTED BY OWNER (TYP)

CONNECT NEW 8"Ø SANITARY LINE TO EXISTING SANITARY

MANHOLE AT INV. = 57.17. CONTRACTOR TO FILL BOTTOM OF

STRUCTURE WITH 4,000 PSI CONCRETE TO PROPOSED INVERT

ELEVATION. FORM A UNIFORM, SMOOTH-FINISHED FLOW

CHANNEL BETWEEN THE INCOMING AND OUTGOING PIPES.

PROVIDE SLOPED BENCHING (SHELVES) FROM MANHOLE WALLS

TO CHANNEL EDGES WITH A ROUGHENED FINISH FOR TRACTION.

SEE SANITARY SEQUENCING NOTES.

S

S

S

S

S

S

S

S

S

NEW 4'Ø SANITARY MANHOLE

S

CONNECT NEW 6"Ø SANITARY

LINE TO EXISTING SANITARY

MANHOLE AT INVERT EL. = 53.80

ELEVATIONS TO MATCH EXISTING IN KIND FOR NEW ASPHALT

PAVEMENT AND BASE AS NEEDED TO INSTALL SANITARY UTILITIES

INV. = 60.12

NEW CHEMICAL STORAGE TANK (BY CONTRACT 'X')

TOP OF PAD

EL. = 62.60

D

D

D

D

NEW DRAINAGE CLEANOUT (TYP)

NEW OVERFLOW DRAIN VAULT (TOP EL. = 62.20) (BY CONTRACT 'X')

NEW DRAIN VALVE VAULT (TOP EL. = 62.20) (BY CONTRACT 'X')

NEW POOL GUTTER (BY CONTRACT 'X')

NEW SPRAY PARK FEATURE PIPING (BY CONTRACT 'X') (TYP)

NEW COMPETITION POOL RETURN PIPING (TYP) (BY CONTRACT 'X')

NEW COMPETITION POOL MAIN DRAIN

PIPING (TYP) (BY CONTRACT 'X')

NEW COMPETITION POOL GUTTER PIPING (TYP) (BY CONTRACT 'X')

NEW SPRAY PARK DRAINAGE

PIPING (BY CONTRACT 'X') (TYP)

SPRAY PARK PERIMETER

ELEVATION = 61.55

61.7561.75

61.75

61.75 61.75

61.75 61.75

61.75

61.8561.8561.85

61.8561.85

61.85

61.85

61.85

61.45 61.30

61.44

61.80

61.06

61.40

61.25

61.45

61.43

61.43

61.85

61.8561.85 61.70 61.35

61.33

61.25

61.45

61.45

61.15

61.15 61.1561.21

61.2061.25

61.15

61.15

61.70 61.70

61.25

61.25

61.45 61.45

61.45

61.45

61.55 61.55

61.55 61.55

61.55 61.55

61.55

61.55

61.45 61.45

61.4561.45

61.20 61.45

61.45

62.02 62.08

61.95 61.90

61.80

62.00

61.90

62.20 62.10

62.10 62.00

61.85 61.85

61.85

61.85

61.85

61.85 61.85

61.85 61.85

61.85

61.85

61.85 61.85

61.85 61.85

61.60

61.80

61.60

61.72

61.75

61.00

60.90

61.25 61.17

61.0561.15

61.00

60.85

61.00

61.05

61.25

61.25 61.30

61.75

61.65

61.75

60.70 60.95

61.2561.35

61.35 62.10

62.1062.20

62.00

61.6761.56

62.37

62.87

62.37

62.37 62.47

62.47

62.87

62.65

62.65

61.63

61.59

62.37

S S

S S

S S

S S

S

INV. = 55.75

INV. = 55.75

INV. = 55.75

NEW SANITARY LINE FROM BATH HOUSE. CONTRACT

'G' RESPONSIBLE FOR SANITARY PIPING BEYOND 5'

FROM BUILDING. CONTRACT 'P' RESPONSIBLE FOR

SANITARY PIPING WITHIN 5' OF BUILDING. (TYP FOR 3

CONNECTIONS AT BATHHOUSE)

NEW SANITARY CLEANOUT (TYP)

CONNECT NEW 4"Ø WASTE LINE TO 8"Ø SEWER

LINE VIA WYE CONNECTION (TYP FOR 3)

SEE PROFILE 1 ON SHEET C200 FOR

SANITARY SA PROFILE

SEE PROFILE 2 ON SHEET C200 FOR SANITARY SB PROFILE

C503

C502

1,2 C503

C503

1,2 C502

D D

62.30 62.36

62.26

62.60

62.70

62.50

62.40

RL

R

RL

R

RL

R

RL

R

RL

R

RL

RRR

RRR

RL

RL

RL

RL

RL

61.00

60.65

61.15

D

D

D

NO UTILITY MARKOUT WAS COMPLETED WITHIN THE EXISTING

DRIVEWAY. CONTRACTOR SHALL VERIFY EXISTING UTILITY

LOCATIONS AND POTENTIAL CONFLICTS PRIOR TO INSTALLATION

OF PROPOSED SANITARY UTILITIES. ANY CONFLICTS

ENCOUNTERED SHALL BE REPORTED TO THE ENGINEER FOR

REVIEW AND DIRECTION PRIOR TO PROCEEDING.

C502

NEW 4'Ø MANHOLE WITH

OPEN GRATE

2,3 C502

61.15

D D

61.10 60.95

D

NEW DRAINAGE CLEANOUT (TYP)4

C502

CONNECT 4"Ø ROOF LEADER LINE TO 4"Ø

DRAINAGE LINE VIA WYE CONNECTION

NEW 10'Ø DRYWELL WITH SOLID COVER (TYP)

1,2

C502

INV. = 59.18 (4" PVC)

DE-2

DE-3

DE-4

DE-5

DE-6

DE-7

DE-8

DE-9

DE-10

61.30 61.53 61.53

61.30

61.60

61.40 61.70

61.77 61.50

61.70

NEW DURA SLOPE CATCH BASIN

(DS-340) OR APPROVED EQUAL (TYP)

DA-1

DE-1

NEW 4'Ø MANHOLE WITH

SOLID COVER

DB-1

DB-2 DB-3

61.50

D

DC-4

DC-5

D

DC-2

DC-3

DC-1

SA-1

SA-2

SA-3

SB-1

6"Ø PVC FILTER DRAIN (INV. = 59.32)

NEW SPRAY PARK DRAIN LINE (CONTRACT 'X')

2 3 61.20

60.65

61.20

61.20

61.10 61.15

61.05

60.85

60.70

60.75

60.80

60.75

R R

DD-1

DD-2

DD-3

NEW INSPECTION PORT (TYP FOR 5)

C502

NEW (36) CULTEC RECHARGER

330XLHD HORIZONTAL LEACHING

CHAMBERS WITH 6" STONE BASE.

BOTTOM OF CHAMBER EL. = 56.00

INVERT ELEVATION = 56.20

C502

60.80

D

D

D

D

D

D

NEW 6"Ø PERFORATED HDPE DRAIN LINE.

CONTRACTOR TO SLOPE PIPE AT MINIMUM

0.5% SLOPE TOWARD LINEAR LEACHING

CHAMBERS (TYP FOR 2 IN TURF EVENT SPACE)

C502

NEW DOWNSPOUT TO BOOT (TYP)

TRENCH DRAIN

HIGH POINT

TRENCH

DRAIN

HIGH

POINT

TRENCH

DRAIN

HIGH

POINT

D

DA-2

NEW 12'Ø DRYWELL WITH

SOLID COVER

1,2 C502

LIMIT OF DISTURBANCE (TYP)

C502

NEW PRIMARY ELECTRIC LINE (BY CONTRACT 'E')

NEW WATER LINE (BY CONTRACT 'P')

NEW PULL BOX (TYP) (BY CONTRACT 'E')

1,6 C503

RIDGE LIN

E

RI

DG

E

LIN

E

NEW WATER LINE (BY CONTRACT 'P')

W W

W

W

W

W W

NEW 6"Ø WATER MAIN. WATER MAIN

INSTALLATION TO BE PERFORMED

BY A VILLAGE OF HEMPSTEAD

APPROVED CONTRACTOR, SEE

NOTES ON SHEET G 001

61.15

61.00

W

CUT IN AND CONNECT TO EXISTING

6"Ø WATER MAIN FOLLOWING

HEALTH DEPARTMENT APPROVAL,

TYP. OF 2

EXISTING 6"Ø WATER MAIN

NEW 6" BENDS, AS

REQUIRED

61.25

C500

C500

R R

R

R R

R

R R

R

61.45

61.20

61.2561.15

61.35

61.40 61.25 61.35

61.30

61.20

R30'

R40'

R40'

D

DB-4

TRENCH DRAIN

HIGH POINT20

.0'

DB-5

INV. = 59.18 (4" PVC)

D

D

CONNECT NEW 2" SUMP PUMP LINES TO 6" DRAIN

LINE VIA WYE CONNECTION (TYP FOR 2)

D

61.69

61.58

D

2,3 C502