Splash_Pad_Design_Submission_2.10.26.pdf

Adam Leszczak Snapshot

NO. DATE DESCRIPTION

SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2025

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1. SEE SPECIFICATIONS.

2. BEFORE COMMENCING CONSTRUCTION, PHOTOGRAPH EXISTING SITE

CONDITIONS, INCLUDING, BUT NOT LIMITED TO GATES, FENCES, CURBS,

DRAINAGE STRUCTURES, WALLS, BUILDING FACADES, THRESHOLDS, AND

PLANT MATERIAL. EXISTING SITE ELEMENTS TO REMAIN SHALL BE RETURNED

TO FOUND CONDITION AT CONTRACTOR'S EXPENSE.

3. BEFORE COMMENCING CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY

EXISTING ELEVATIONS AND SITE CONDITIONS.

4. SEE SHEET E-1.0 FOR SITE SURVEY.

5. SEE SHEETS L-1.0 FOR ADDITIONAL NOTES.

MATERIALS NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN UNIMPEDED FIRE EGRESS

ROUTES IN ACCORDANCE WITH APPLICABLE CITY CODES.

2. CONTRACTOR SHALL CONFIRM PEDESTRIAN AND VEHICULAR CIRCULATION

REQUIREMENTS WITH THE CITY PARKS AND RECREATION DIRECTOR ADMINISTRATIVE

STAFF PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY FENCE AND GATE

WORK, AS WELL AS WORK RELATING TO ALTERATIONS TO EXISTING FENCING FOR ACCESS

AND STAGING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING

FENCING AND GATES TO ORIGINAL CONDITION AFTER COMPLETION OF CONSTRUCTION

ACTIVITIES.

SITE ACCESS & STAGING

1. CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT FOR REVIEW A

SITE SAFETY PLAN(S). THE PLAN(S) SHALL BE COMPLETE, REFLECTING THE ENTIRE

SITE AND SHALL SHOW ANY PHASED PROTECTION.

2. THE SITE SAFETY PLAN(S) SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO,

NOTES, FENCES, EGRESS, SCAFFOLDING, FIRE PROTECTION ETC. THEY SHOULD

ADDRESS POTENTIAL INTERACTION BETWEEN THE GENERAL PUBLIC AND

EXPOSURE TO THE CONSTRUCTION PROCESS.

3. NO WORK IS TO PROCEED UNTIL SITE SAFETY PLANS ARE APPROVED BY THE

LANDSCAPE ARCHITECT.

2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. DIMENSIONS AND

CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE

SITE BY THE CONTRACTOR BEFORE ORDERING MATERIAL OR PERFORMING WORK.

DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO

THE LANDSCAPE ARCHITECT. CHANGES TO DRAWINGS OR SPECIFICATIONS IS NOT

PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. NO

WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED.

3. WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER

STATED OR NOT EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN".

4. THE CONTRACTOR SHALL PERFORM CUTTING AND PATCHING REQUIRED TO

COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY WITHOUT

COMPROMISING THE QUALITY OF THE WORK.

6. THE CONTRACTOR SHALL PATCH AND REPAIR DAMAGED OR EXPOSED SURFACES

AND FENCES DUE TO CONTRACT WORK. NEWLY INSTALLED, PATCHED WORK AND

AFFECTED AREAS SHALL BE PAINTED. PAINTING WORK SHALL BE PERFORMED TO

COVER THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN

ALL FOUR DIRECTIONS. COLOR TO MATCH EXISTING CONDITIONS.

7. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW MATERIALS AT NO ADDITIONAL

COST TO THE CITY OF MERIDEN FOR THE FOLLOWING CONDITIONS:

A) EXISTING WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO

PERFORM THE CONTRACT WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND

PROTECTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,

COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS ACCORDING TO CODES AND

STANDARDS OF GOOD PRACTICE.

9. THE CONTRACTOR SHALL INCLUDE PREPARATORY AND ASSOCIATED

SUPPLEMENTARY WORK TO PROVIDE A COMPLETE AND FINISHED INSTALLATION.

10. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON

DRAWINGS, IT SHALL BE CONSTRUED TO MEAN THE ESTABLISHMENT OF QUALITY AND

PERFORMANCE STANDARDS OF SUCH ITEMS. PROPOSED SUBSTITUTIONS OF

PRODUCTS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL

BEFORE THEY SHALL BE DEEMED EQUAL.

11. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, ELEVATIONS AND

SECTIONS ARE SHOWN AS NOMINAL SIZE.

12. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE, EXCLUSIVE

OF FINISHES.

13. PROVIDE GUARDS, RAILS, BARRICADES, FENCES, CATCH PLATFORMS, DECKING,

NIGHT LIGHTING, ETC., AS REQUIRED BY THE CITY OF MERIDEN BUILDING CODE AND

AS REQUIRED TO PROVIDE ADEQUATE PROTECTION. ALSO, COMPLY WITH SECTION

013100 AND 015000 OF THE SPECIFICATION.

14. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND

ACCUMULATED REFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING

DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE SHALL BE LEFT

BROOM CLEAN AT THE END OF EACH WORKING DAY.

15. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT

DOCUMENTS, SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES,

LICENSE AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE

WORK.

16. THERE WILL BE NO CHANGE IN USE, EGRESS OR OCCUPANCY BECAUSE OF THE

WORK OF THIS CONTRACT.

17. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THIS PROJECT MAY BE FOUND

THROUGHOUT THE CONTRACT DOCUMENTS.

SUMMARY OF WORK

THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE

SPECIFICALLY NOTED ON EACH DRAWING.

GENERAL NOTES

THE WORK SHALL BE AS SHOWN AND CALLED FOR IN THE CONTRACT DOCUMENTS

AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING GENERAL ITEMS OF

WORK:

1. REMOVALS OF EXISTING PAVEMENTS

2. SITE PREPARATION AND GRADING

3. INSTALLATION OF PLUMBING AND ELECTRICAL TO SUPPORT THE FUNCTION OF

THE SPLASH PAD

4. INSTALLATION OF DRAINAGE INLETS AND PIPING

5. INSTALLATION OF SPLASH PAD FEATURES AND SITE FURNISHINGS

6. INSTALLATION OF PLANT MATERIAL

B) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER.

SITE SAFETY & PROTECTION NOTES

1. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND CONDITIONS OF THE

SITE AND/OR BUILDING.

5. COORDINATION OF WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO

ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT.

1. EXISTING OR BELOW GRADE ELEMENTS THAT ARE NOT INDICATED ON THE PLAN

WHICH POTENTIALLY CONFLICT WITH DEMOLITION WORK SHALL IMMEDIATELY BE

BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION BEFORE PROCEEDING

FURTHER.

2. NO DANGEROUS CONDITIONS SHALL BE LEFT WITHOUT APPROPRIATE BARRIERS,

HAZARD WARNINGS OR INDICATORS IN FULL COMPLIANCE WITH GOVERNING CODES AND

REGULATIONS.

3. PAVEMENT, CURBS, WALLS, EXISTING STRUCTURES, OR PLANT MATERIAL NOT

INDICATED FOR REMOVAL SHALL BE FULLY PROTECTED FROM DAMAGE DURING THE

DEMOLITION PROCESS. DAMAGE OCCURRING AS A RESULT OF NEGLIGENCE IN NOT

FOLLOWING PROPER PROCEDURES SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

4. UNDERGROUND PIPES SHALL BE PROTECTED FROM WEIGHT OF CONSTRUCTION

VEHICLES AND EQUIPMENT ONCE PAVEMENT IS REMOVED.

5. HAND EXCAVATION SHALL BE USED WHEN EXCAVATING OR TRENCHING WITHIN

DRIPLINE OF EXISTING TREES IN ORDER TO AVOID ROOT DAMAGE. HAND EXCAVATION

SHALL BE DONE WITH EXTREME CARE AND WITH MINIMAL IMPACT ON SURROUNDING

TREES. WHEN ROOTS LARGER THAN 1 INCH DIAMETER ARE ENCOUNTERED WHEN

EXCAVATING, THE CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE

LANDSCAPE ARCHITECT. ROOTS TO BE CUT SHALL BE CUT CLEANLY, AND

PERPENDICULAR TO ROOT GROWTH. EXPOSED ROOTS SHALL BE KEPT MOIST WITH

BURLAP COVERING UNTIL SOIL IS REPLACED. NO VEHICLES SHALL PARK OR DRIVE

BENEATH THE DRIP LINE OF TREES. MATERIAL STORAGE AND STOCKPILING OF DEBRIS

BENEATH THE DRIP LINE OF TREES IS PROHIBITED. IF VEHICLES MUST DRIVE BENEATH

THE DRIP LINE OF TREES, A 6 INCH LAYER OF WOOD CHIPS SHALL BE PLACED AND

MAINTAINED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE TO PROTECT THE

ROOT ZONE.

PLAN - DEMOLITION NOTES:

1. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE

PLANS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE

ARCHITECT. WORK SHALL NOT PROCEED UNTIL THE DISCREPANCY IS RESOLVED AND

WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS OBTAINED.

2. NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, OF DRAINAGE CONDITIONS

DETRIMENTAL TO THE GROWTH OF PLANTS, PRIOR TO PLANTING.

3. PLANTS SHALL BE FRESHLY DUG; NEITHER HEELED-IN PLANTS NOR PLANTS FROM

COLD STORAGE WILL BE ACCEPTED.

4. PLANT SIZES SPECIFIED ARE TO BE CONSIDERED MINIMUM. CONTRACTOR SHALL

NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES.

5. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE

ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT

UNACCEPTABLE PLANT MATERIAL ON OR AFTER DELIVERY TO THE SITE.

6. TOPSOIL SHALL BE FREE OF SOIL-BORNE DISEASE AND PESTS, AS WELL AS WEED

SEEDS.

7. PLANTING SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH IMMEDIATELY

AFTER PLANTING. MULCH SHALL BE FREE OF INJURIOUS SUBSTANCE AND DEBRIS.

MULCH SHALL BE SPREAD TO THE DEPTHS INDICATED ON THE DRAWINGS. MULCH

SHALL BE REPLENISHED OVER THE LIFE OF THE PROJECT AND PRIOR TO HAND-OVER

OF SITE TO CLIENT TO SATISFACTION OF LANDSCAPE ARCHITECT.

8. PLANTS SHALL BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST ADDITION) FOR THE

SIZES AND SPECIES INDICATED.

1. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON

THE PLANS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT. WORK SHALL NOT PROCEED UNTIL THE DISCREPANCY IS

RESOLVED AND WRITTEN APPROVAL FROM BOTH THE OWNER AND LANDSCAPE

ARCHITECT IS OBTAINED.

2. MODIFICATIONS TO THE PROPOSED GRADING AS SHOWN ON THESE PLANS MUST

BE APPROVED, IN WRITING, BY THE LANDSCAPE ARCHITECT.

3. LOCATION OF EXISTING DRAINAGE STRUCTURES AND PIPES ARE APPROXIMATE.

THE CONTRACTOR SHALL FIELD-VERIFY LOCATIONS AND NOTIFY THE LANDSCAPE

ARCHITECT OF DISCREPANCIES.

4. NEW PAVEMENTS SHALL MEET EXISTING PAVEMENTS TO REMAIN FLUSH

WITHOUT LEAVING AREAS WHERE WATER CAN PUDDLE OR BECOME TRAPPED.

5. CURBS SHALL BE FLUSH WITH SURROUNDING PAVEMENT UNLESS OTHERWISE

NOTED.

6. NEW PAVEMENTS SHALL BE CONSTRUCTED TO THE GRADES SHOWN ON THE

PLANS AND SO THAT THEY DO NOT CREATE PONDING OF WATER.

7. SPOT ELEVATIONS ON GRADING PLAN SHALL BE MET GRADUALLY AND ARE

SUBJECT TO THE LANDSCAPE ARCHITECT'S APPROVAL.

8. THE USER OF THESE DRAWINGS IS CAUTIONED THAT THE UNDERGROUND

UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE A GUARANTEE THAT

EXISTING UTILITIES, WHETHER FUNCTIONAL OR ABANDONED, WITHIN THE PROJECT

ARE SHOWN ON THESE DRAWINGS. PRIOR TO ANY WORK CALL "CALL BEFORE YOU

DIG" 811.

THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AN EMAIL CONSTRUCTION

SCHEDULE OF WORK THAT IS ANTICIPATED FOR THE FOLLOWING TWO WEEKS BY 3

PM EVERY FRIDAY TO THE LANDSCAPE ARCHITECT.

PLANTING NOTES:

GRADING NOTES:

WEEKLY CONSTRUCTION SCHEDULE:

SURVEY NOTES

THE SURVEY IS BASED ON INFORMATION PROVIDED BY THE CITY OF MERIDEN, SUPPLEMENTED

WITH SPOT GRADES. AS-BUILT DRAWINGS PROVIDED BY THE CITY OF MERIDEN.

1. LOCATIONS, EXTENT AND SIZES OF UNDERGROUND UTILITIES AND SUBSTRUCTURES HAVE

BEEN DETERMINED FROM RECORD INFORMATION, SUPPLEMENTED BY DATA OBTAINED IN THE

FIELD. ACCURACY OF THIS UTILITY DATA IS NOT GUARANTEED, NOR IS THERE ANY

GUARANTEE THAT ALL EXISTING UTILITIES AND SUBSTRUCTURES, WHETHER FUNCTIONAL OR

ABANDONED, ARE SHOWN ON THIS MAP. VERIFICATION OF SIZE OF PIPE, DIRECTION OF FLOW, PIPE INVERT AND LOCATION IS MANDATORY BEFORE THE START OF CONSTRUCTION.

2. INFORMATION ON THE SURVEY THAT PERTAINS TO THE PROPERTY LINE IS FOR REFERENCE

ONLY.

THE SURVEY IS FOR REFERENCE ONLY.

1. CONSULT WITH CITY OF MERIDEN PARKS AND RECREATION BEFORE DESIGNING, INSTALLING

OR MODIFYING NEW OR EXISTING CURBS, WALKS OR ROADWAYS IN THE STREETS SHOWN

HEREON.

2. SUBSURFACE INFORMATION SHOWN HEREON WAS OBTAINED FROM VARIOUS CITY

DEPARTMENTS AND/OR PRIVATE UTILITY COMPANIES. THE SUPPLIER OF THE SURVEYOR DOES

NOT CERTIFY AS TO THE ACCURACY OR COMPLETENESS OF THIS DATA AND USERS OF THIS

SURVEY AGREE TO HOLD THE CITY SURVEYOR HARMLESS FOR SAME. THE LOCATION OF SAID

UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND MUST BE CONFIRMED BY THE USER OF

THIS SURVEY PRIOR TO CONSTRUCTION.

3. NO SUBSURFACE UTILITY INFORMATION WITHIN THE PROPERTY IS SHOWN. CONTACT "CALL

BEFORE YOU DIG 811" TO HAVE ALL SUBSURFACE UTILITY INFORMATION WITHIN THE

PROPERTY MARKED OUT PRIOR TO CONSTRUCTION. THE SUPPLIER OF THE SURVEYOR WILL

NOT BE LIABLE OR HELD RESPONSIBLE FOR DAMAGES TO SUBSURFACE UTILITIES EITHER

WITHIN OR OUTSIDE THE SURVEYED PROPERTY DUE TO CONSTRUCTION.

4. THE USER OF THE SURVEY EXPRESSLY UNDERSTANDS AND AGREES THAT THE SURVEYOR

MAKES NO CLAIM AND DOES NOT GUARANTEE THAT THE UTILITIES SHOWN HEREON ARE

PUBLIC OR THAT ANY PROPERTIES SHOWN ON THIS SURVEY WILL BE ABLE TO CONNECT TO

SAME.

5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES

ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE

ERECTION OF SITE IMPROVEMENTS AND OTHER CONSTRUCTION.

6. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN

ARE NOT CERTIFIED.

7. M&J ENGINEERS AND TAVELLA DESIGN GROUP TAKES NO RESPONSIBILITY FOR THE

ACCURACY OF THE SURVEY.

CONCRETE NOTES

3. PROPORTION, BATCH, AND MIX CONCRETE IN ACCORDANCE WITH SECTION 03300.

PROPORTION CONCRETE MIX IN ACCORDANCE WITH SECTION 033000. MIXES SHALL

HAVE INCLUDED ADMIXTURES THAT WILL BE USED DURING THIS CONSTRUCTION.

VERIFY FIELD DIMENSIONS BY MEASUREMENT AT THE JOB SITE BEFORE SUBMITTING

SHOP DRAWINGS.

B - CONCRETE - DESIGN

1. DESIGN OF REINFORCED CONCRETE MEMBERS IS IN ACCORDANCE WITH THE

PROVISIONS OF THE SPECIFICATIONS SECTION 033000 AND SECTION 321316.

2. CONCRETE WORK - MIXES, INSPECTIONS, AND FORMWORK - SHALL CONFORM TO

THE REQUIREMENTS OF THE SPECIFICATIONS SECTION 033000.

4. THE METHOD FOR CONVEYING CONCRETE TO THE PLACE OF DEPOSIT SHALL

COMPLY WITH SECTION 033000.

A - GENERAL

18. THE CONTRACTOR WILL BE PROVIDED WITH ELECTRONIC TOPOGRAPHIC SURVEY

AND CONSTRUCTION PLANS FOR DEVELOPMENT OF A CERTIFIED HORIZONTAL

CONTROL PLAN TO BE PREPARED BY LAND SURVEYOR AND SUBMITTED TO THE

RESIDENT ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING THROUGHOUT THE

DURATION OF THE PROJECT IN COMPLIANCE WITH THE PLANS AND CERTIFIED

HORIZONTAL CONTROL PLAN.

GN 1.0

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FEB 2026

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'-0

'-4

'-9

MINIMUM 15-FT OFF EXISTING SLIDE

6'-0''

5'-0''

5'-0''

'-0

'-0

25'-0'' 8'-0''

MIRROR LAKE DRIVE

NO. DATE DESCRIPTION

SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2026

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LAYOUT AND MATERIALS

SYMBOL DESCRIPTION

NOTE: 6" THICK STANDING GREY CONCRETE

PAVING WITH MEDIUM BROOM FINISH.

RAIN GARDEN

LEGEND

EXISTING PLAYGROUND

30' 45'0 15'

S C A L E 1" = 15'

EXISTING PARKING LOT

PROPOSED CHAIN LINK FENCE

TO MATCH EXISTING

REUSE EXISTING CHAIN LINK

FENCE AS NEEDED

EXISTING

CHAIN LINK

FENCE

EXISTING

ELECTRICAL

PANEL

L-1.0

EXISTING

STONE GRILL

EXISTING

ELECTRIC

PANEL

BACKFLOW PREVENTOR & CAGE

EXISTING FIRE

HYDRANT

EXISTING POOL

EXISTING WATERCOURSE

SLOPE 1-2%

SLOPE 1-2%

PROPOSED SPLASH ZONE

PROPOSED CONCRETE

PAVEMENT WITH

WEIGHTED EDGE

D-1

PROPOSED

BACKFLOW

PREVENTOR

& CAGE

D-1

D-1

D-1

RAIN GARDEN 7

D-2

D-2

CONCRETE PAVEMENT WITH WEIGHTED EDGE

ATRIUM GRATE 4

D-1

D-1

ATRIUM GRATE (RAIN GARDEN)

NOTES

· TREES SHALL BE PROTECTED DURING CONSTRUCTION

· NO GRADING, EXCAVATION, TRENCHING, MATERIAL

STORAGE, OR COMPACTION SHALL OCCUR WITHIN THE

WITHIN EXTENT OF THE TREE DRIPLINE

· WHERE EXCAVATION IS REQUIRED WITHIN THE DRIPLINE,

TREE ROOTS SHALL BE CUT CLEANLY UNDER THE

SUPERVISION OF A CERTIFIED ARBORIST PRIOR TO

EXCAVATION ACTIVITIES TO FACILITATE PROPER HEALING

AND RECOVERY OF THE ROOT SYSTEM

· AVERAGE DEPTH OF RAIN GARDEN SHALL BE 3'-6''

1"=15'

CUSTOM CASTLE5

D-1

D-1 CUSTOM CASTLE

CONTRACTION

JOINT

CONCRETE EXPANSION

JOINT. SPACED MAX. 10-FT

D-1

CONTRETE EXPANSION JOINT2

D-1

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AutoCAD SHX Text

AutoCAD SHX Text

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NORTH

MIRROR LAKE DRIVE

SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2026

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EB

TT

LAYOUT AND PLUMBING

3384 314m²

2306 214m²

10 x 10 3 x 3m

PRODUCT LEGEND

SPLASHPAD DIMENSION

GRID SIZE :

SPRAY AREA :

TOTAL AREA : ft² ft² ft

REF PRODUCT QTY GPM LPM

A Foaming Geyser N°2

VOR 8084 1 14.0 52.9

B Hop N°1

VOR 7133 1 10.0 37.8

C Spraylink™ Bloom

VOR 3006 1 8.0 30.2

D Smartpoint N°1

VOR 1910 1

E Spraylink™ Geyser

VOR 3005 1 5.0 18.9

F Spraylink™ Team N°1

VOR 3059 1 11.0 41.6

G Spraylink™ Curve

VOR 3056 1 9.5 35.9

H Spraylink™ Tunnel N°2

VOR 3055 1 8.0 30.2

I Spraylink™ Jet N°2

VOR 3001 2 10.0 37.8

TOTAL

QTY GPM LPM

10 75.50

285.30

MOUNTED

ON TOP

OF THE

CASTLE

LEGEND

PROPOSED

WATER LINE

EXISTING

ELECTRICAL LINE

NOTES:

PIPING

1. WDS CONFIGURATION ARE SCHEMATIC AND MAY BE MOVED OR ADJUSTED ON

SITE BY VORTEX CERTIFIED INSTALLER TO ADJUST FOR SITE CONDITIONS

2. ANY REQUIRED BACKFLOW PREVENTER AND WATER METER ON THE TOWN

WATER MAIN SHALL BE PROVIDED BY INSTALLER.

PRESSURE REGULATOR SHALL BE INSTALLED INSIDE THE SMARTPOINT.

3. ALL PIPE LINES TO FEATURES TO HAVE A 1% MINIMUM RECOMMENDED SLOPE FOR

PROPER WINTERIZATION.

4. ALL LINE SIZING (FEATURE CONNECTION TABLE) ASSUMES A MAXIMUM DISTANCE

OF 30 FEET BETWEEN THE WATER DISTRIBUTION MANIFOLD AND THE FURTHEST

REQUIRE AN INCREASE IN LINE SIZING. PLEASE

CONTACT VORTEX.

5. THE LINE DIAMETER FROM DRAIN SHALL BE 6" BASED ON THE MAXIMUM

APPROXIMATE FLOW AT 1% SLOPE. FINAL LOCATION OF DRAIN

AND LINE ROUTING ARE TO BE DETERMINED BY CONTRACTOR.

6. PRESSURE LINES ARE RECOMMENDED TO BE SCHEDULE 80 PVC OR PEX, AND

NON-PRESSURE LINES TO BE SCHEDULE 40, UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

7. DRAINAGE LINES ARE RECOMMENDED TO BE SDR 35, UNLESS OTHERWISE

REQUESTED BY LOCAL CODE.

8. PIPING SHOULD BE INSPECTED AFTER TRANSPORTATION FOR CUTS, SCRATCHES,

GOUGES OR SPLITS; DAMAGED SECTIONS MUST BE DISCARDED OR CUT OUT.

9. PIPE SHALL BE INSTALLED BELOW THE FROST LEVEL NOT LESS THAN 12" (ASTM

F-645) UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

10. PIPE INSTALLATION MINIMUM COVER SHOULD BE EVALUATED ACCORDING TO

ASTM D-2774, UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

11. SPECIAL CONSIDERATIONS SHOULD BE TAKEN FOR THERMAL CONDITIONS,

EXPANSION AND CONTRACTIONS DUE TO TEMPERATURE SHOULD BE EVALUATED BEFORE

12. MINIMUM 50 PSI REQUIRED AT THE INLET OF THE BACKFLOW PREVENTER AND

PRESSURE REGULATING DEVICE.

13. MAXIMUM FLOW CAPACITY OF SMARTPOINT IS 72 GPM

14. TOTAL FLOW OF THE FEATURE IS 82 GPM

15. CONTRACTOR IS RESPONSIBLE TO DETERMINE WATER PRESSURE IS ADEQUATE TO

RUN THE SPLASH PAD.

16. SEE MANUFACTURERS DETAILS FOR PLUMBING AND INSTALLATION OF WATER

FEATURES.

ELECTRICAL

1. WIRING FROM THE TIMER POWER PACK TO EACH ACTIVATOR SHALL BE #14 AWG.

A TOTAL OF TWO (2) CONDUCTORS PER SMARTPOINT

2. ALL CONNECTIONS TO THE TIMER POWER PACK AND OTHER VORTEX ELECTRICAL

PANEL SHALL BE PERFORMED USING AN APPROVED NEMA 4X CONNECTOR.

3. WIRE FROM MAIN POWER TO VORTEX PANEL TO BE DETERMINED BY OTHERS

RESPECTING THE LOCAL CODE.

4. MAINTAIN A MINIMUM CLEARANCE ZONE OF 36" IN FRONT OF ELECTRICAL PANEL,

UNLESS OTHERWISE REQUESTED BY LOCAL CODE.

5. USE #8 BARE COPPER BONDING WIRE BETWEEN FEATURES TO A GROUNDING ROD

IN THE SOIL, TIED INTO REBAR GRID, OR AS PER LOCAL CODE.

EXISTING

SLIDE

PROPOSED RAIN

GARDEN. SEE

SHEET P-1 FOR

PLANTING DETAILS

EXISTING

WATER LINE

PROPOSED

ELECTRICAL LINE

L-1.2

EXISTING

STONE

GRILL

EXISTING

ELECTRIC

PANEL

PLAY PRODUCT. DISTANCES ABOVE 30 FEET MAY

THE INSTALLATION BY THE CONTRACTOR.

17. PROPOSED NEW 2-INCH DIAMETER DUCTILE IRON (DI) WATER LINE TO BE INSTALLED BY

TAPPING INTO THE EXISTING 6-INCH WATER MAIN NEAR THE HYDRANT SHOWN

18. NEW WATER SERVICE TO BE CONNECTED TO SPLASHPAD FEED EQUIPMENT PER

MANUFACTURER'S SPECIFICATIONS, AND SUPPORTED BY PROPER, CLEAN GRANULAR

BEDDING MATERIALS THROUGHOUT ITS LENGTH.

19. DISCHARGE PIPE FROM THE SPLASHPAD EQUIPMENT SHALL BE 6-INCH PVC, CONNECTED TO

THE “SMART DRAIN” OF SPLASHPAD SYSTEM AS PER MANUFACTURER'S SPECIFICATIONS AND

SLOPED CONTINUOUSLY AT 1.0% TO THE RAIN GARDEN SYSTEM/ATRIUM SHOWN.

20. PROPOSED DISCHARGE PIPE IS A GRAVITY LINE AT A 1.0% SLOPE. NO INFORMATION IS

AVAILABLE REGARDING DEPTH OF EXISTING ELECTRICAL SERVICE THAT CROSSES THE

PROPOSED NEW PIPE ALIGNMENT. CONTRACTOR SHALL DETERMINE DEPTH OF SERVICE AND

RELOCATE ELECTRIC SERVICE IF NECESSARY TO PROVIDE 18 INCHES OF SEPARATION.

21. DISCHARGE FROM THE RAIN GARDEN/ATRIUM SYSTEM SHALL BE 10-INCH PVC PIPE SLOPED 0.5% TO THE OUTFALL INVERT ELEVATION OF 287.8.0 FT., AND CONSTRUCTED WITH A FLARED

END.

22. BOTH DISCHARGE PIPES TO BE LAID ON CLEAN SAND BEDDING MATERIALS, AND

BACKFILLED WITH GRANULAR MATERIAL THAT IS FREE OF ROCKS, BOULDERS OR

DELETERIOUS MATERIALS.

EXISTING

ELECTRIC

PANEL

EXISTING

FIRE

HYDRANT

PROPOSED

BACKFLOW

PREVENTOR

& CAGE

G B

F

A

C

H I

EI

D

EXISTING

WATERCOURSE

PROPOSED FLOOR DRAIN

LOCATED PER

MANUFACTURER'S

REQUIREMENTS

EXISTING

PLAY

EQUIPMENT

EXISTING PLAYGROUND

EXISTING PARKING LOT

1"=15'

30' 45'0 15'

S C A L E 1" = 15'

PROPOSED

SMARTPOINT

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Ca Ca Ca

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Iv

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Vd

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PROPOSED

SPLASH PAD

WORK LOCATION MAP SCALE: 0' 25' 50'

WORK LOCATION

AREA.

SEE PLAN ON

THIS DRAWING.

NO. DATE DESCRIPTION

SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2026

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PLANTING

SHRUBS BOTANICAL/ COMMON NAME CONT

ASCLEPIAS INCARNATA / SWAMP MILKWEED

CAREX STRICTA / TUSSOCK SEDGE

LOBELIA SIPHILITICA / GREAT LOBELIA

PENSTEMON DIGITALIS/ FOXGLOVE

SYMPHYIOTRICHUM NOVAE - ANGLIAE / NEW ENGLAND ASTER

PLANT SCHEDULE

QTY

1 GALLON 8

GROUNDCOVERS

CLETHRA ALNIFOLIA 'HUMMINGBIRD' / HUMMINGBIRD SUMMERSWEET

ILEX VERTICILLATA 'BERRY POPPINS'

2'-3' HT.

2'-3' HT.

1 GALLON 20

1 GALLON 8

1 GALLON 8

1 GALLON 8

8' 12'0 4'

S C A L E 1/4" = 1'-0"

PROPOSED WATER LINE

CONNECTING TO

SMARTPOINT

SEE CIVIL DRAWINGS

FOR DETAILS

PROPOSED RIVERJACK STONE

P-1.0

ILEX GLABRA 'DENSA' / DENSA INKBERRY 2'-3' HT. 13

RIVERJACK STONE

PROPOSED ATRIUM DRAIN

PROPOSED FLARED PIPE EDGE

PROPOSED WATER LINE

CONNECTING TO OUTLET

SEE CIVIL DRAWINGS FOR

DETAILS

EXISTING

PLAYGROUND

EXISTING STONE

GRILL

PHYSOCARPUS OPULIFOLIUS 'LITTLE DIABLO'/

LITTLE DIABLO NINEBARK

2'-3' HT. 3

ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED

ECHINACEA PURPUREA / PURPLE CONEFLOWER

PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCHGRASS

RUDBEKIA FULGIDA/ORANGE CONEFLOWER

1 GALLON 25

1 GALLON 30

1 GALLON

1 GALLON

BASE OF RAIN GARDEN

SLOPE OF RAIN GARDEN

VIBURNUM DENTATUM 'BLUE MUFFIN'

/BLUE MUFFIN ARROWWOOOD VIBURNUM

2'-3' HT. 9

ILEX VERTICILLATA 'MR. POPPINS' 2'-3' HT. 4

AS NOTED

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WATER PLAY NOZZLE

CONCRETE CAP

FILL WITH STONE

OR RIGID INSULATION

THINSET STONE TO

MATCH OTHER STRUCTURES ON SITE

CMU BLOCK

FINISH GRADE

14'' CAST IN PLACE CONCRETE

WITH #2 REBAR 6'' O.C EACH WAY

WATER SUPPLY (SEE MANUFACTURER INFO)

6'' COMPACTED GRAVEL

6'' COMPACTED SUBGRADE

3'-0"

5'-0''

4'-0"

3'-0"

STONE ABOVE

CAP

6" 12'' CONCRETE FOOTING WITH

#2 REBAR 6'' O.C EACH WAY

9'

6" 1'

-0

3' -6

NO. DATE DESCRIPTION

SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2026

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DETAILS

LEGEND:

CONCRETE PAVEMENT WITH WEIGHTED EDGE

SAWCUT CONTROL JOINT 1/8" W

X 1/2 D, TYP.

WWM 6" X 6" GAUGE, SUPPORTED

BY PLASTIC CHAIRS, MINIMUM 2"

CLEARANCE FROM EDGES IN ALL

DIRECTIONS

EXPANSION JOINT - SEE DETAIL

5, SHEET L-2.0

4,000 PSI CONCRETE, AIR

ENTRAINED PORTLAND CEMENT,

ROUGH FLOAT FINISH. EDGES

SHALL BE FINISHED WITH REGULAR

CORNER TOOL

#4 18" L SMOOTH DOWEL, EPOXY COATED

WITH SPEED DOWEL ONE END

8" COMPACTED AGGREGATE

BASE

COMPACTED SUBGRADE7

EXISTING UNCOMPACTED SOIL8

SECTION

NOTES:

1. SEE SPECIFICATIONS

2. PROVIDE EXPANSION JOINTS BETWEEN

CONCRETE PAVEMENT AND PER PAVEMENT

PLANS, PROVIDE EXPANSION JOINTS AT 10'-0"

O.C. MAX.

3. PROVIDE CONTROL JOINTS PER PAVEMENT

PLANS OR AT 5'-0" O.C. MAX.

6" 8"

3"

CONCRETE EXPANSION JOINT

LEGEND:

3/ 4"

1/2" 1

ELASTOMETRIC JOINT SEALANT1

BACKER ROD2

CONCRETE PAVEMENT OR CURB3

PRE-MOLDED EXPANSION JOINT

FILLER TO FULL DEPTH OF

PAVEMENT, TYP.

ATRIUM GRATE

LEGEND:

NDS ATRIUM POLYOLEFIN GRATE

WITH U.V. INHIBITORS OR

APPROVED EQUAL

COMPACTED SOIL2

NDS SEWER AND DRAIN RISER

PIPE (LENGTH AS REQUIRED) OR

APPROVED EQUAL

NDS 1/4 BEND SEWER AND

DRAIN ELBOW OR APPROVED

EQUAL

SEWER AND DRAIN PIPE5

CRUSHED STONE6

SLOPE TO DRAIN SLOPE TO DRAIN3'

-0

BACKFLOW PREVENTER & CAGE03

NOTE: FEBCO FE850 DCA BACKFLOW PREVENTOR 2'' OR SIMILAR

CASTLE05

PLAN VIEW

SECTION

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SCALE

DRAWN BY

DESIGNED BY

CHECKED BY

DATE

SHEET OF

DRAWING NUMBER

IT IS A VIOLATION OF CONNECTICUT

STATE EDUCATION LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, TO ALTER

AN ITEM ON THIS DRAWING IN ANY

WAY. IF AN ITEM IS ALTERED, THE

ALTERING ENGINEER SHALL AFFIX TO

THE ITEM HIS SEAL AND THE

NOTATION "ALTERED BY" FOLLOWED

BY HIS SIGNATURE AND THE DATE OF

SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

HUBBARD PARK SPLASH PAD

CITY OF MERIDEN

2319 WHITNEY AVE

SUITE 6B

HAMDEN, CT 06518

FEBRUARY 2026

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DETAILS

GROUNDCOVER PLANTING

CONTAINER SIZE MAY VARY

2" MULCH

FINISHED GRADE

TOPSOIL

UNDISTURBED SOIL5

SAND BERM SOIL MIX SHALL BE 30% TOP

SOIL 70% SAND, 100% SAND TO COVER

BERM 2" DEPTH.

SCARIFY BOTTOM OF BED7

NOTES:

1. SET CROWN OF ROOT BALL LEVEL WITH FINISH GRADE.

2. MAINTAIN MINIMUM OF 4" PLANTING MIXTURE BELOW EACH INDIVIDUAL PLANT.

3. MULCH ENTIRE AREA OF GROUNDCOVER PERENNIALS OF ANNUALS.

4. MULCH CAREFULLY AROUND EACH PLANT. DO NOT COVER CROWNS OF

PLANTS WITH MULCH.

1" M

IN

4" M

IN

6"

LEGEND:

SHRUB PLANTING

3" MULCH1

FORM SAUCER WITH

3" CONTINUOUS RIM

SPECIFIED PLANTING MIX.

WATER AND TAMP TO REMOVE

AIR POCKETS

EXISTING SOIL4

LEGEND:

RAIN GARDEN

1%

11121314

NOTES:

1. TRASH SCREEN SHALL BE 4"

NPSM SUCTION STRAINER

LEGEND:

NATIVE VEGETATION1

RIVER JACK STONE2

GEO-STABILIZED GRID3

ADJACENT LAWN4

18" SAND BASED PLANTING MEDIA5

NON-WOVEN GEOTEXTILE6

12" STAKE THROUGH

GEO-STABILIZATION GRID AT 4'-0"

O.C.

UNDISTURBED SUBGRADE8

3 FEET SURFACE PONDING WITH 6''

FREEBOARD TO TOP OF THE RAIN GARDEN

ATRIUM GRATE, SEE GRADING PLAN FOR

INVERT, AND SEE DETAIL 4 ON THIS SHEET

TO EXISTING CATCH BASIN (SEE

PLAN FOR LOCATION)

6" PVC PIPE12

3-WAY TEE WITH END CAP13

12"X12"X4" CONCRETE FOOTER14

RIVER JACKS AT BOTTOM OF RAIN

GARDEN

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3-0''MIN.

6''