Mystic-Noank Library Master Plan_Phase 1_Issued for Bid_20260820.pdf

Drawing Index

L-2.0 L-2.1

Site Demolition & Erosion Control Plan

L-5.0

Site Planting Plan

L-4.0

L-1.0 Project Notes

Site Details Site Details

D-1 D-2

MYSTIC & NOANK LIBRARY

JIM WAS HERE

PREPARED FOR: PREPARED BY:

SUBMISSION:

May 22, 2026 - Bid Set Review

August 23, 2026 - Issued for Bidding

Site DetailsD-3

Site Demolition & Erosion Control Details

L-7.0

SITE IMPROVEMENTS - PHASE 1

MYSTIC, CONNECTICUT

L-6.0

SITE

Site DetailsD-4

Mystic Noank Library 40 Library Street Mystic, CT 06355

L-3.0 Site Improvements Plan

Site Expansion and Control Joint Plan Site Grading and Drainage

L-8.0 Site Lighting and Utility Plan

Site Layout Plan

Site DetailsD-5

Surv 1 Improvement Location & Topographic Survey "Existing Conditions"

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W MAIN ST

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LIBRARY ST

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BURROWS ST

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ELM ST

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HIGH ST

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BANK ST

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PEARL ST

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GRAVEL

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EDGECOMB ST

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PEQUOT AVE

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GODFREY ST

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CLIFT ST

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PEARL ST

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CLIFT ST

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ALLYN ST

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LIBRARY ST

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WEST MYSTIC AVE

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HIGH ST

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LATHAM ST

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ASHBY ST

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ORCHARD LN

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RATHBUN PL

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NEW

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LONDON

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RD

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WATER ST

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RACHEL

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PL

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WATER ST

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ROWLAND ST

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WOLFE ST

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WILBUR ST

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LOCATION MAP SCALE 1 IN. = 500 FT.

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

August 23, 2026

2021018

Revisions Date

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

PROJECT NOTES

L-1.0

APPROVALS AND REFERENCE

1. THE FOLLOWING STANDARDS OF CARE ARE INCLUDED

BY REFERENCE:

· INLAND WETLAND & WATERCOURSE

REGULATIONS FOR THE TOWN OF GROTON

AMENDED

· 2023 CONNECTICUT GUIDELINES FOR SOIL

EROSION AND SEDIMENT CONTROL AS AMENDED

· 2023 CONNECTICUT STORMWATER QUALITY

MANUAL AS AMENDED

· GENERAL PERMIT FOR THE DISCHARGE OF

STORMWATER AND DEWATERING WASTEWATERS

FROM CONSTRUCTION ACTIVITIES AS

ADMINISTERED BY THE CONNECTICUT

DEPARTMENT OF ENERGY & ENVIRONMENTAL

PROTECTION

2. THE MOST RECENTLY ADOPTED VERSION(S) OF THE

FOLLOWING GOVERNING CODES SHALL APPLY:

· STATE OF CONNECTICUT BUILDING CODE 2022

· 2021 INTERNATIONAL BUILDING CODE

· ICC/ANSI A117.1 2017 ACCESSIBLE AND USABLE

BUILDINGS AND FACILITIES

· 2021 INTERNATIONAL EXISTING BUILDING CODE

· 2021 INTERNATIONAL PLUMBING CODE

· 2021 INTERNATIONAL MECHANICAL CODE

· 2021 INTERNATIONAL ENERGY CONSERVATION

CODE

· 2020 NFPA 70, NATIONAL ELECTRIC CODE, OF

THE NATIONAL FIRE PROTECTION ASSOCIATION,

INC.

· 2021 INTERNATIONAL RESIDENTIAL CODE OF

THE INTERNATIONAL CODE COUNCIL, INC.

· UNIFORM FEDERAL ACCESSIBILITY STANDARDS -

AMERICANS WITH DISABILITIES ACT STANDARDS

FOR ACCESSIBLE DESIGN

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN

THE FIELD AND REPORT ANY DISCREPANCIES TO THE

OWNERS REP.

2. ALL UNDERGROUND UTILITIES SHALL BE LOCATED &

MARKED BY CT CALL BEFORE YOU DIG PRIOR TO

COMMENCEMENT OF ANY SITE WORK. MARKINGS SHALL

BE PROTECTED THROUGHOUT CONSTRUCTION. IF ANY

MARKING IS ELIMINATED DUE TO CONSTRUCTION

ACTIVITIES IT IS THE CONTRACTORS RESPONSIBILITY

TO HAVE CT CALL BEFORE YOU DIG RE-ESTABLISH THE

UTILITY MARKING.

3. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN

ACCORDANCE WITH "CALL BEFORE YOU DIG"

NOTIFICATION PROCEDURES AT 1-800-922-4455 PRIOR

TO COMMENCING ANY EXCAVATION WORK.

4. CONTRACTOR IS RESPONSIBLE FOR ENGAGING THE

PROPER UTILITY COMPANIES FOR RELOCATION AND/OR

REMOVAL OF EQUIPMENT, NOT LIMITED TO UTILITY

POLES, GUY WIRES, AND OVERHEAD WIRES.

5. CONTRACTOR SHALL USE CAREFUL CONSTRUCTION

PRACTICES TO MINIMIZE DISTURBANCE.

7. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

CLOSE COORDINATION WITH, OWNER, RELATED

SUBCONTRACTORS AND LANDSCAPE ARCHITECT ON ALL

SITE WORK RELATED ITEMS. ADA COMPLIANT ACCESS IS

REQUIRED TO THE BUILDING AT ALL TIMES DURING

CONSTRUCTION, NO EXCEPTIONS.

8. MEASUREMENTS ARE FROM FACE OF WALL OR FACE OF

CURB UNLESS OTHERWISE NOTED. DIMENSIONS

RELATING TO BUILDING ARE FROM FACE OF

FOUNDATION WALL.

9. MATERIAL SAMPLES AND SOURCES SHALL BE PROVIDED

TO LANDSCAPE ARCHITECT AND APPROVED PRIOR TO

PURCHASE.

10. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS

PRIOR TO ANY ACTIVITY REQUIRING FIELD OBSERVATION.

CONSTRUCTION WITHIN TREE

PROTECTION AREAS:

1. TREE PROTECTION AREA: THE LAND AREA DIRECTLY

UNDER THE TREE CANOPY AS MEASURED FROM THE

TRUNK TO THE OUTER MOST LEAVES OF THE CANOPY OR

DRIP LINE. SOIL COMPACTION AND, PHYSICAL OR

CHEMICAL DAMAGE TO ROOTS WITHIN THIS AREA CAN BE

DETRIMENTAL TO THE HEALTH OF THE TREE.

2. A NUMBER OF EXISTING TREES SHALL BE PRESERVED

AND PROTECTED AS PART OF THIS PROJECT. MANY OF

THESE TREES WILL BE IMPACTED WITH THE

INSTALLATION OF NEW WALKWAYS, FOUNDATIONS AND

UTILITIES. ALL CONSTRUCTION ACTIVITIES WITHIN THESE

AREAS SHALL BE DONE UNDER THE DIRECT SUPERVISION

OF THE LANDSCAPE ARCHITECT.

3. EXISTING ROOTS PROXIMATE TO PROPOSED AND

EXISTING PAVING SHALL BE EXPOSED USING AN

AIRSPADE OR BY HAND. IN AREAS WHERE ROOTS MUST

BE REMOVED FOR CONSTRUCTION OF WALKS,

FOUNDATIONS, WALLS, ETC, ROOTS SHALL BE SEVERED

PRIOR TO EXCAVATION TO ELIMINATE UNNECESSARY

TEARING OF ROOTS BY HEAVY EQUIPMENT.

4. TREE ROOTS SHALL NOT BE PRUNED OR CUT UNLESS

THEIR REMOVAL IS UNAVOIDABLE OR ABSOLUTELY

NECESSARY. THE LANDSCAPE ARCHITECT SHALL BE

NOTIFIED PRIOR TO ANY OPERATION KNOWN OR

SUSPECTED TO INVOLVE CUTTING OF MORE THAN:

a. TWO ROOTS, THREE (3) INCHES OR MORE IN

DIAMETER; AND/OR

b. FOUR ROOTS BETWEEN TWO (2) AND THREE (3)

INCHES IN DIAMETER. THE ARBORIST SHALL BE

NOTIFIED IMMEDIATELY IN THE EVENT THAT ROOTS IN

EXCESS OF THAT DESCRIBED ABOVE ARE CUT, TORN,

RIPPED, OR OTHERWISE INJURED.

4. WHEN EXCAVATING FOR CONSTRUCTION OF INLETS,

WALLS, FOUNDATIONS,ETC. EXCAVATED SOIL SHALL BE

DEPOSITED IN TRUCKS AND HAULED OFF OR DEPOSITED

TEMPORARILY ON 3/4-INCH THICK PLYWOOD. EXCAVATED

AND FILL SOIL SHALL NOT BE DEPOSITED, EVEN

TEMPORARILY, ON UNPROTECTED NATURAL GRADE.

EXCAVATED FILL SOIL SHALL BE RETURNED AS BACKFILL

WHERE POSSIBLE.

5. ALL TRENCHING OR OTHER WORK UNDER THE DRIPLINE

OF ANY TREE SHALL BE DONE BY HAND OR BY OTHER

METHODS, WHICH WILL PREVENT BREAKAGE OR OTHER

INJURY TO BRANCHES AND ROOTS.

6. LIMIT GRADING TO A MAXIMUM OF TWO (2) INCHES OF

FILL OVER NATURAL GRADE WITHIN CRITICAL ROOT

ZONES. FILL SHOULD CONSIST OF SANDY LOAM TOPSOIL.

CLAY SOILS SHALL NOT BE USED AS FILL. WHEN USING

FILL SOIL, THE EXISTING SURFACE TO RECEIVE FILL

SHOULD BE SCARIFIED PRIOR TO FILLING. ANY FILLING

OPERATION SHOULD NOT OCCUR DURING WATER

SATURATED SOIL CONDITIONS.

DEMOLITION

1. CONTRACTOR SHALL USE CAREFUL CONSTRUCTION

PRACTICES TO MINIMIZE DISTURBANCE OF ALL ITEMS

TO REMAIN.

2. SITE CLEANUP AND DISPOSAL OF ALL DEBRIS AND

UNSUITABLES GENERATED BY DEMOLITION ACTIVITIES

ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL

DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF-SITE

PER LOCAL AND STATE REGULATIONS.

3. STOCKPILE ALL REMOVED SIGNAGE PER FACILITY

DIRECTOR'S INSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGE TO SURROUNDING PROPERTY AS A RESULT OF

CONSTRUCTION ACTIVITIES.

5. EXISTING CATCH BASIN TOPS ARE TO BE DEMOLISHED

AS NOTED ON DEMOLITION PLAN. STRUCTURES TO BE

ABANDONED IN PLACE SHALL BE DONE PER THE

SPECIFICATIONS WITHIN THE PROJECT MANUAL.

EROSION AND SEDIMENT CONTROL

1. EROSION AND SEDIMENTATION CONTROLS ARE

REQUIRED AS PART OF THIS PROJECT. SEE SITE

DEMOLITION PLAN FOR CONTROL MEASURES.

2. EROSION AND SEDIMENTATION CONTROLS MUST

REMAIN IN PLACE FOR THE ENTIRE DURATION OF THE

PROJECT UNTIL EXPOSED SOILS HAVE BEEN STABILIZED

AND APPROVED BY THE LANDSCAPE ARCHITECT.

3. CONTRACTOR SHALL INSPECT AND REPAIR E&S

CONTROL DEVICES AT THE END OF EACH WORKING DAY

AND AFTER EACH STORM EVENT TO ENSURE THAT

THERE ARE NO GAPS OR DAMAGED AREAS. DAMAGED

AREAS MUST BE REPAIRED IMMEDIATELY.

4. ANY SILT CAPTURED BY E&S CONTROLS AFTER RAIN

EVENTS SHALL BE REMOVED AND RETURNED TO THE

SITE.

5. EROSION CONTROL MATTING IS REQUIRED ON ALL

SEEDED SLOPES GREATER THAN 1:6. SEE

SPECIFICATIONS.

6. ALL EXISTING CATCH BASINS TO REMAIN MUST HAVE

FILTER BAGS INSTALLED PRIOR TO MOBILIZATION.

7. HAY BALES MUST BE USED IN ALL AREAS WHERE SILT

FENCE IS NOT FEASIBLE OR CANNOT BE INSTALLED DUE

TO SUBSURFACE OBSTRUCTIONS.

8. INSTALL CONSTRUCTION ANTI-TRACKING PADS AS

SHOWN ON THE PLANS.

9. ALL SOIL STOCKPILES MUST HAVE E&S CONTROLS

INSTALLED ENTIRELY AROUND THE STOCKPILE TO

PREVENT SEDIMENT FROM ESCAPING DURING RAIN

EVENTS AND COVERED TO PREVENT EROSION BY WIND.

10. DURING PERIODS OF DROUGHT, EXPOSED SOILS NOT

STABILIZED SHALL BE IRRIGATED TO PREVENT EROSION

BY WIND.

11. THE CONTRACTOR MAY INCUR FINES IF E&S CONTROLS

ARE INSPECTED BY THE TOWN OR STATE AND FOUND TO

BE MISSING, DAMAGED, OR NOT CONTAINING

SEDIMENT ON-SITE.

LAYOUT

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

AND LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY

DISCREPANCIES OF THE DESIGN TO THE LANDSCAPE

ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.

2. STAKE OR OTHERWISE FLAG ALL DESIGN ELEMENTS

AND FEATURES IN THE FIELD. OBTAIN LANDSCAPE

ARCHITECTS APPROVAL PRIOR TO COMMENCING

CONSTRUCTION.

3. ALL DIMENSIONS ARE FROM THE FACE OF WALL OR

CURB UNLESS OTHERWISE NOTED. DIMENSIONS

RELATING TO BUILDING ARE FROM FACE OF EXTERIOR

WALL.

4. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS

OTHERWISE STATED.

5. ANY CHANGES TO PROPOSED DIMENSIONS SHOWN ON

THIS DRAWING SHALL BE APPROVED BY THE LANDSCAPE

ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.

6. JUNCTIONS BETWEEN EXISTING AND PROPOSED WALKS

AND WITH BUILDING THRESHOLDS MUST HAVE FLUSH

TRANSITIONS AND MUST BE DOWELED (IF APPLICABLE)

TO PREVENT SETTLING.

GRADING NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN

THE FIELD AND REPORT ANY DISCREPANCIES

IMMEDIATELY TO THE LANDSCAPE ARCHITECT PRIOR TO

COMMENCING WORK. THE STARTING OF WORK

INDICATES THE CONTRACTOR HAS REVIEWED AND

ACCEPTED EXISTING CONDITIONS.

2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE

ARCHITECT OF ANY CONFLICTS BETWEEN UTILITY

PLANS, LANDSCAPE PLANS AND GRADING PLANS.

3. CONTRACTOR SHALL BLEND NEW FINISH GRADES

SMOOTHLY INTO EXISTING GRADES, PROVIDING

VERTICAL CURVES OR ROUNDED TRANSITIONS AT THE

TOP AND BOTTOM OF SLOPES.

4. PITCH EVENLY BETWEEN SPOT GRADES.

5. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM

SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT (1%).

ANY SITE CONDITIONS OR CONFLICTS PREVENTING

THIS OCCURRENCE SHALL BE REPORTED TO THE

LANDSCAPE ARCHITECT PRIOR TO CONTINUING THE

WORK. NEW PAVEMENT AREAS MUST HAVE POSITIVE

DRAINAGE TOWARDS THE STREET CURB OR TOWARDS

DRAINAGE STRUCTURES. CROSS SLOPES OF WALKWAYS

SHALL NOT EXCEED ONE-QUARTER INCH (1/4") PER

FOOT (2%), CURB RAMPS SHALL NOT EXCEED ONE INCH

(1") PER FOOT (8.33%) IN A MAXIMUM SIX FEET (6'-0"),

MAXIMUM SLOPES FOR WALKWAYS WITHOUT

HANDRAILS SHALL NOT EXCEED NINTEEN-THIRTY

SECONDS (19/32") PER FOOT (4.95%) . MAXIMUM

SLOPES FOR RAMPS WITH HANDRAILS SHALL NOT

EXCEED ONE INCH (1") PER FOOT (8.33%) FOR A

MAXIMUM 30" ELEVATION CHANGE BETWEEN LANDINGS.

LEVEL LANDINGS (AS DEFINED BELOW) ARE REQUIRED

AT THE TOP AND BOTTOM OF RAMPS (GRADES OVER

5%).

6. FINAL GRADES ADJACENT TO BUILDINGS SHALL HAVE

1/4" / FT MIN. SLOPE AWAY FROM BUILDING. THE

EXTERIOR SIDE OF DOORWAYS SHALL HAVE A LEVEL

LANDING NOT EXCEEDING 2% IN ANY DIRECTION FOR A

MINIMUM RUNNING DIMENSION OF FIVE FEET (5'-0")

FROM THE THRESHOLD AND EQUAL TO THE WIDTH OF

THE WALKWAY SERVING THE DOOR A MINIMUM OF 36".

7. WALKING SURFACES SHALL NOT HOLD WATER, ANY

WALKING SURFACE WHICH PUDDLES WILL BE REJECTED.

8. FINAL GRADING OF ALL EARTHWORK SHALL BE AS

DIRECTED AND APPROVED IN THE FIELD BY THE

LANDSCAPE ARCHTIECT.

9. CONTRACTOR SHALL PROVIDE DUST CONTROL FOR

EARTHWORK OPERATIONS AS NOTED IN THE EROSION

AND SEDIMENT CONTROL NOTES ON THIS SHEET.

10. RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND

OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH

FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A

TRIP HAZARD.

11. THE CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW

FINISHED GRADES AS NECESSARY ALL UTILITY AND

SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES,

MANHOLES, DRAINAGE STRUCTURES, HAND HOLES,

WATER AND GAS GATES, HYDRANTS, ETC., FROM

MAINTAINED UTILITY AND SITE SYSTEMS UNLESS

OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS

DIRECTED BY THE LANDSCAPE ARCHITECT.

12. CONTRACTOR SHALL HYDROSEED ALL AREAS

DISTURBED BY THIS CONTRACT FOR WHICH NO OTHER

SURFACE RESTORATION IS INDICATED BY THE

CONTRACT DOCUMENTS.

13. CURBING SHALL HAVE A 6" REVEAL UNLESS NOTED

OTHERWISE.

TEMPORARY AND PERMANENT

VEGETATIVE COVER

1. IF FINAL GRADING MUST BE DELAYED FOR MORE THAN

THIRTY DAYS AFTER THE CONSTRUCTION ACTIVITIES

ARE COMPLETED AND/OR IF PERMANENT SEEDING IS

NOT SEASONABLY POSSIBLE WITHIN THIRTY DAYS OF

COMPLETION OF FINAL GRADING, TEMPORARY SOIL

STABILIZATION MEASURES CONSISTING OF HEAVY

MULCHING OR TEMPORARY SEEDING SHALL BE

PERFORMED. THIS SHALL ALSO APPLY TO SOILS

STOCKPILED IN EXCESS OF SIXTY DAYS. TEMPORARY

SEEDING SHALL USE ANNUAL RYEGRASS APPLIED AT A

RATE OF 2 LBS. /1000 SQ. FT. TEMPORARY MULCH

SHALL BE WEED FREE HAY OR STRAW, OR AIR-DRIED

WOOD CHIPS FREE OF COARSE MATTER, TREATED WITH

TWELVE POUNDS OF NITROGEN PER TON. APPLICATION

RATE FOR THE MULCH SHALL BE SEVENTY TO NINETY

POUNDS PER ONE THOUSAND SQUARE FEET (70-90 LBS.

/1000 SQ. FT.) FOR HAY OR STRAW, AND 185-275 LBS.

/1000 SQ. FT. FOR WOOD CHIPS.

2. ALL SOIL SHALL BE TESTED TO DETERMINE THE BEST

FERTILIZER APPLICATION RATE; HOWEVER, THE

FOLLOWING RATES SHALL GENERALLY APPLY.

LIMESTONE SHALL BE APPLIED AT A RATE OF NINETY

POUNDS PER ONE THOUSAND SQUARE FEET (90 LBS.

/1000 SQ. FT.). WHERE A PERMANENT SEEDBED IS TO

BE ESTABLISHED, THERE SHALL BE A MINIMUM DEPTH

OF FOUR INCHES OF TOPSOIL SPREAD, FINE-GRADED

AND RAKED TO REMOVE LARGE STONES AND OTHER

DEBRIS.

3. SPRING SEEDING

· PRIOR TO SEEDING, 300 POUNDS OF 10-10-10

FERTILIZER PER ACRE (7 LBS./1000 SQ. FT.)

SHALL BE WORKED UNIFORMLY INTO THE

TOPSOIL TO A DEPTH OF FOUR INCHES WITH A

WHISK, A SPRING TOOTH HARROW OR OTHER

SUITABLE EQUIPMENT; THEN SIX TO EIGHT

WEEKS LATER SURFACE APPLY AN ADDITIONAL

300 POUNDS OF 10-10-10 FERTILIZER PER ACRE.

4. FALL SEEDING

· PRIOR TO SEEDING, 600 POUNDS OF 10-10-10

FERTILIZER PER ACRE (14 LBS. /1000 SQ. FT.)

SHALL BE WORKED UNIFORMLY INTO THE

TOPSOIL TO A DEPTH OF FOUR INCHES WITH A

WHISK, A SPRING TOOTH HARROW OR OTHER

SUITABLE EQUIPMENT.

5. PERMANENT SEEDBEDS ARE TO BE PLANTED BETWEEN

MARCH 15 TO MAY 30 (SPRING) AND AUGUST 15 TO

OCTOBER 15 (FALL). ALL FERTILIZING/PLANTING

APPLICATIONS SHALL BE PERFORMED PARALLEL WITH

THE FINAL GRADING OF THE SLOPE. AFTER SEED

APPLICATION, COVER GRASS AND LEGUME SEEDS WITH

NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLE

EQUIPMENT (EXCEPT WHEN HYDROSEEDING).

6. SELECT ADAPTED SEED MIXTURE FOR ALL FINISHED

GRASSES AS FOLLOWS:

FULL TO PARTIAL SUN AREAS

CREEPING RED FESCUE 45%

PERENNIAL RYEGRASS 20%

KENTUCKY BLUE GRASS 20%

KENTUCKY Blue 98/95 20%

7. IMMEDIATELY FOLLOWING SEEDING, THE SEEDBEDS

SHALL BE MULCHED WITH STRAW OR HAY FREE FROM

WEEDS AND COARSE MATTER AT A RATE OF SEVEN TO

NINE POUNDS PER ONE THOUSAND SQUARE FEET (7-9

LBS/1000 SQ. FT.) MULCH SHALL BE ANCHORED

IMMEDIATELY AFTER SPREADING BY APPLICATION OF A

LIQUID MULCH BINDER OR MULCH NETTING APPLIED IN

ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

PLANTING

1. PLANTING BEDS AND SEEDED LAWN AREAS SHALL

RECEIVE TEMPORARY IRRIGATION UNTIL PLANTINGS

HAVE BEEN ESTABLISHED IF NO IRRIGATION SYSTEM IS

PLANNED, THE LANDSCAPE ARCHITECT SHALL

DETERMINE WHEN TEMPORARY IRRIGATION MAY BE

REMOVED.

2. ALL HOSES USED FOR TEMPORARY IRRIGATION SHALL

PASS THROUGH THE PVC SLEEVES INSTALLED UNDER

THE WALKWAYS TO ENSURE ALL WALKWAYS REMAIN

ADA COMPLIANT DURING THE ESTABLISHMENT PERIOD.

HOSES SHALL NOT BE PLACED ACROSS THE SURFACE OF

ANY ADA RAMP, STAIR, OR WALKWAY AT ANY TIME.

3. PLANT LOCATIONS ARE TO BE STAKED BY CONTRACTOR

AND APPROVED BY THE LANDSCAPE ARCHITECT.

INDIVIDUAL STAKES SHALL BE PLACED FOR TREES AND

SHRUBS. EDGE OF PLANTING BEDS SHALL BE PAINTED.

NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO

DESIRED APPROVAL.

4. PLANTS SHALL COMPLY WITH SIZING AND GRADING

STANDARDS OF THE LATEST EDITION OF "AMERICAN

STANDARDS FOR NURSERY STOCK". PROVIDE STOCK

TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED.

PLANTS SHALL BE FREE OF DEFECTS, DISEASES AND ALL

FORMS OF INSECT INFESTATIONS.

5. ALL PLANTS SHALL BE PLANTED TO SAME DEPTH AS AT

PLACE OF GROWTH, EXCEPT WHERE NOTED OTHERWISE.

6. ALL PLANTING BEDS SHALL RECEIVE 12" OF SPECIFIED

SOIL MIXTURE: 11" SCREENED LOAM, 1" OF COMPOST.

BLEND COMPOST INTO TOP 4" OF SOIL. PLANTING SOIL

MIXTURE SHALL BE FREE OF SUBSOIL, LUMPS, STONES,

PLANTS, ROOTS, AND OTHER FOREIGN MATTER.

7. ALL LAWN AREAS SHALL RECEIVE A MIN. OF 4" OF

SCREENED LOAM.

8. ALL PLANTING BEDS SHALL BE MULCHED WITH FINELY

SHREDDED, HARDWOOD BARK MULCH. TREES AND

SHRUBS SHALL RECEIVE 3 INCHES, PERENNIAL AND

GROUNDCOVER BEDS SHALL RECEIVE 2 INCHES.

PROVIDE LANDSCAPE ARCHITECT WITH A 1 GALLON

ZIP-LOCK SAMPLE FOR APPROVAL. KEEP ALL MULCH

AWAY FROM TRUNKS AND PLANT CROWNS.

9. NO SUBSTITUTIONS OF PLANT SPECIES OR CULTIVARS IS

ALLOWED BY THE CONTRACTOR UNLESS AUTHORIZED BY

THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL

NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF

PLANT AVAILABILITY ISSUES AS PER THE

SPECIFICATIONS.

10. BURLAP, TWINE, AND WIRE SHALL BE COMPLETELY

REMOVED OR CUT AWAY FROM TOP 1/3 OF ROOT BALL

AT TIME OF INSTALLATION (SEE SPECIFICATION) .

11. SEE SPECIFICATIONS FOR PLANT WARRANTY.

12. ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER

IMPROVEMENTS SHALL BE HYDROSEEDED AS LAWN.

HYDROSEED GRASS MIX SHALL BE DETERMINED BASED

ON SEASON OF INSTALLATION.

13. ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE

REMOVED FROM ALL PLANTING BEDS PRIOR TO PLANTING

OR BACKFILLING. CONTRACTOR SHALL REMOVE ALL

DEBRIS FROM SITE AS WORK PROGRESSES.

14. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY

FROM ALL STRUCTURES. SEE GRADING PLAN AND NOTES.

15. ALL TOP SOIL STRIPPED FOR REUSE SHALL BE SENT TO

AND TESTED BY AN ACCREDITED SOIL TESTING

LABORATORY AND AMENDED PER THEIR REQUIREMENTS.

IF SOILS ARE UNSUITABLE THEY MUST BE REMOVED

FROM SITE AND DISPOSED OF OFF PROPERTY PER

LOCAL, STATE, AND FEDERAL LAW.

CONSTRUCTION SEQUENCE

1. AT LEAST 1 ADA COMPLIANT WALKWAY IS

REQUIRED TO PROVIDE ACCESS FROM THE PUBLIC

RIGHT OF WAY TO THE LIBRARY MAIN ENTRY AND

IT MUST REMAIN CLEAR AT ALL TIMES

THROUGHOUT CONSTRUCTION. THERE ARE NO

EXCEPTIONS.

2. PROPOSED WORK SHALL BE SPLIT INTO 2 PHASES; THE

FIRST PHASE MUST BE FULLY COMPLETED AND

ACCEPTED PRIOR TO BEGINNING WORK ON THE SECOND

PHASE.

3. EACH PHASE OF THE WORK SHALL FOLLOW THE

FOLLOWING SEQUENCE:

3.1. INSTALL EROSION AND SEDIMENT CONTROL

MEASURES.

3.2. STRIP AND STOCKPILE TOPSOIL ON-SITE.

3.3. DEMOLISH EXISTING ELEMENTS TO BE REMOVED.

3.4. INSTALL UNDERGROUND UTILITIES.

3.5. CONSTRUCT HARDSCAPE IMPROVEMENTS.

3.6. PLACE TOPSOIL & SOIL AMENDMENTS. PLANT &

MULCH ALL TREES, SHRUBS, PERENNIALS AND

GRASSES. ESTABLISH LAWN.

3.7. INSTALL SITE AMENITIES.

3.8. WHEN SITE IS STABLE AND ALL CONSTRUCTION IS

FINISHED COMPLETE, EROSION AND SEDIMENT

CONTROL MEASURES ARE TO BE REMOVED.

ABBREVIATIONS:

HP HIGH POINT

LP LOW POINT

TW TOP OF WALL

BW BOTTOM OF WALL

TC TOP OF CURB

BC BOTTOM OF CURB

TS TOP OF STEP

BS BOTTOM OF STEP

CB CATCH BASIN

TF TOP OF FRAME

INV INVERT

MH MAN HOLE

RCP REINFORCED CONCRETE PIPE

VIF VERIFY IN FIELD

FFE FINISH FLOOR ELEVATION

VIF VERIFY IN FIELD

EX EXISTING

EQ EQUAL

O/S OFFSET

℄ CENTER LINE

± PLUS/MINUS

PC POINT OF CURVE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

LT LEFT

RT RIGHT

L LENGTH

R RADIUS

D DEGREES

C CHORD LENGTH

CNR CORNER

BLDG BUILDING

MAX MAXIMUM

HDPE HIGH DENSITY POLYETHYLENE

REMOVE AND DISPOSE OF

CONCRETE PAVEMENT, TYP

REMOVE AND DISPOSE OF EXISTING

TREE, TYP

REMOVE AND DISPOSE OF

CONCRETE WALK & STEPS

REMOVE AND DISPOSE OF

METAL HANDRAILS

REMOVE AND DISPOSE OF PATH LIGHTS

REMOVE AND DISPOSE OF

BITUMINOUS CURB, TYP

REMOVE AND DISPOSE EXISTING

STREET LIGHT AND CONCRETE BASE,

REMOVE CONDUCTORS, ABANDON

CONDUITS, TYP

L-2.1

TREE PROTECTION

FENCING

DEMO GARDEN BED AND

ASSOCIATED FENCING

REMOVE AND STOCKPILE ALL SIGNAGE, TYP.

COORDINATE WITH OWNER.

REMOVE AND DISPOSE OF PICKET FENCE ON TOP OF WALL,

GRIND ANY ANCHORS BELOW STONE SURFACE, PATCH

HOLES WITH NON-SHRINK GROUT OF SIMILAR COLOR

PROTECT EXISTING GRANITE BLOCK WALL THROUGH

CONSTRUCTION

REMOVE AND STOCKPILE

GRANITE POST/MONUMENT, TYP

PROPERTY LINE

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

REMOVE STONE WALL AND

STOCKPILE STONE FOR REUSE

REMOVE AND SALVAGE

STONE PAVEMENT, TYP

L-2.1

SILT FENCE

RELOCATE BUILDING FLOOD

LIGHT, SEE ELECTRICAL PLANS

6' TEMPORARY CHAIN LINK SECURITY

FENCE WITH GREEN SCRIM, TYP

SELECTIVELY PRUNE JUNIPER SHRUB WITH

LANDSCAPE ARCHITECT PRESENT. FULL

REMOVAL MAY BE REQUIRED.

CATCHBASIN SEDIMENT

CONTROL DEVICE

L-2.1

DEMO TREE STUMP

DEMO TREE STUMP

DEMO TREE STUMP

INTERRED FELINE & MONUMENT,

PROTECT DURING CONSTRUCTION AND

DO NOT EXCAVATE WITHIN 3' RADIUS

OF MONUMENT.

SALVAGE EXISTING GRANITE TREE RING FOR REUSE

SAWCUT AND REMOVE GRANITE CURB SEGMENT, USE

CAUTION NOT TO DAMAGE THE CONCRETE SIDEWALK

TRANSPLANT EXISTING WEGEILIA

SHRUB, SEE PLANTING PLAN FOR

LOCATION

EXISTING SHRUBS TO REMAIN, PRUNE AS

INSTRUCTED BY THE LANDSCAPE ARCHITECT

REMOVE AND STOCKPILE

STEPPING STONES

DEMO TREE STUMPS (3)

DEMO STUMP

DEMO TREE STUMP

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

0 20 40

NORTH

1" = 20'

August 23, 2026

2021018

Revisions Date

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

L-2.0

SITE DEMOLITION &

EROSION CONTROL

PLAN

DESCRIPTIONSYMBOL

REMOVE AND DISPOSE OF

BITUMINOUS PAVEMENT

REMOVE AND DISPOSE OF

CONCRETE PAVEMENT

REMOVE AND DISPOSE OF CURB

REMOVE AND DISPOSE OF FENCE

REMOVE VEGETATION

TEMPORARY CONST. ENTRANCE

TREE PROTECTION FENCE

SILT FENCE

TEMPORARY SECURITY FENCE

REMOVE AND SALVAGE

BLUESTONE PAVEMENT

INLET SEDIMENT CONTROL

DEVICE

REMOVE AND DISPOSE

EXISTING TREE

REMOVE AND STOCKPILE

GRANITE POST

REMOVE AND STOCKPILE

GRANITE MONUMENT

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Siamese Connection

AutoCAD SHX Text Stockade Fence

AutoCAD SHX Text Edge of Bituminous Parking Lot

AutoCAD SHX Text Granite Stone w/Plaque

AutoCAD SHX Text Stockade Fence

AutoCAD SHX Text USPS Mailbox

AutoCAD SHX Text Granite Stone w/Plaque

AutoCAD SHX Text Granite Stone w/Plaque

AutoCAD SHX Text Granite Stone w/Plaque

AutoCAD SHX Text Granite Stone w/Drill Hole

AutoCAD SHX Text

SMH TF=101.75

AutoCAD SHX Text

SMH TF=90.20

AutoCAD SHX Text

SMH TF=80.64

AutoCAD SHX Text Granite Stone w/Drill Hole

AutoCAD SHX Text Granite Wall w/Metal Picket Fence

AutoCAD SHX Text Stone Retaining Wall

AutoCAD SHX Text w/Wood Picket Fence

AutoCAD SHX Text Stone Retaining Wall w/Stockade Fence

AutoCAD SHX Text Stockade Fence

AutoCAD SHX Text Granite Curb

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Parking

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Driveway

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text w/Steps

AutoCAD SHX Text Brick Sidewalk

AutoCAD SHX Text Brick

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Bituminous Sidewalk

AutoCAD SHX Text Slate Paver Sidewalk

AutoCAD SHX Text Stone

AutoCAD SHX Text Paver

AutoCAD SHX Text Patio

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text

FRNT

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CO

AutoCAD SHX Text

SBC

AutoCAD SHX Text

AutoCAD SHX Text

(3) Curb

AutoCAD SHX Text Stops

AutoCAD SHX Text Buried

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Stone Retaining Wall w/Wood Picket Fence

AutoCAD SHX Text Granite Boarder

AutoCAD SHX Text Book Drop Box

AutoCAD SHX Text Stone Pillar

AutoCAD SHX Text Stone Pillar

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Oil Filler

AutoCAD SHX Text Edge of Bituminous Parking Lot

AutoCAD SHX Text Granite Bird Bath

Granite Compass

K+F Project No.

Date

Scale

Drawing No.

August 23, 2026

2021018

Revisions Date

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

L-2.1

SITE DEMOLITION &

EROSION CONTROL

DETAILS

SECTION

CATCHBASIN SEDIMENT CONTROL DEVICE

NTS

OVERFLOW CUTOUT

CATCH BASIN

SILT SACK ®

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP STRAP

GRATE

GRATE

CATCH BASIN

2"X2"X3/4"

RUBBER BLOCK

EXPANSION

RESTRAINT

1/4" NYLON ROPE

SILT SACK®

PROPERTY

TENSILE STRENGTH AT

15% (MAX) ELONGATION

FLOW RATE

REQUIREMENTS

167 LBS

66 GAL/MINUTE/SF

MINIMUM FILTER FABRIC REQUIREMENTS

PERMITTIVITY .862 SEC

UV STABILITY 96%

MULLEN BURST STRENGTH 900 LBS

P-2021-018-MNLIB-12

PROPERTY

FILTERING EFFICIENCY

TENSILE STRENGTH AT

15% (MAX) ELONGATION

FLOW RATE

REQUIREMENTS

75%

124 LBS

10 GAL/SQ.FT./MINUTE

MINIMUM FILTER FABRIC REQUIREMENTS

WOOD STAKE, TYP

SYNTHETIC FABRIC FILTER FENCE

"ENVIROFENCE BY MIRAFI"

-SEE SPEC

COMPACTED BACKFILL

EXCAVATE 6"X6" TRENCH

ON UPSLOPE SIDE OF WOOD STAKES

GRADE

COMPACTED SUB-GRADE

FLOW

100°

8'-0" O.C. MAX

TYP

M

IN

D

EP

TH

SILT FENCE

NTS

PERMITTIVITY .10 SEC

UV STABILITY 70%

MULLEN BURST STRENGTH 300 PSI

P-2021-018-MNLIB-80

MAX. 8'2" DIA. GALVANIZED

STEEL POSTS

3'

4'

MIN.CHAINLINK MESH

EXISTING

TREE

NOTES:

1. NO STORAGE OF MATERIALS OR OPERATION OF EQUIPMENT

SHALL BE PERMITTED WITHIN TREE PROTECTION FENCING.

2. FENCING SHALL BE MAINTAINED THROUGHOUT THE

DURATION OF THE WORK AT THE SITE OR UNTIL REMOVAL

IS APPROVED BY OWNERS REPRESENTATIVE.

3. ADDITIONAL WARNING SIGNS SHOULD ALSO BE PLACED ON

THE FENCING AND IN APPROPRIATE AREAS NEAR THE

WORK ZONE. (SEE SIGN DETAIL)

4. TREE PROTECTION FENCE SHALL BE INSPECTED AND

MAINTAINED BY THE CONTRACTOR AT THE END OF EVERY

DAY FOR THE DURATION OF THE PROJECT. THE FENCE

SHALL BE REPAIRED WHERE NECESSARY.

TREE PROTECTION SIGN.

LOCATE EVERY 2O' MIN.

TREE PROTECTION FENCING

NTS

ATTENTION!

CRITICAL TREE

PROTECTION ZONE

STORAGE OF MATERIALS OR

EQUIPMENT WILL NOT BE PERMITTED.

DISPOSAL OF SOLID, LIQUID OR

CHEMICAL WASTE, INCLUDING

CONCRETE CLEANUP WASTE WILL

NOT BE PERMITTED.

REFER TO CONSTRUCTION

DOCUMENTS FOR PROPER

PROCEDURES FOR DEMOLITION AND

CONSTRUCTION.

EXTENT OF FENCE DURING DEMOLITION

SEE SHEET L-2.0

PROPOSED PAVING

EXTENT OF FENCING DURING CONSTRUCTION

SEE SHEET L-3.0

EXISTING PAVING TO

BE DEMOLISHED

P-2021-018-MNLIB-50

TEMPORARY CONSTRUCTION ENTRANCE

NTS P-2021-018-MNLIB-94

TREE AND ROOT ZONE PROTECTION

NTS

8' -0

" 4' SNOW FENCE, SINGLE

LAYER, FASTEN WITH

GALVANIZED WIRE.

ORANGE CONSTRUCTION

FENCE, 4 LAYERS

3/4" PLYWOOD

NATURAL, UNDYED

WOOD CHIPS, 5" DEEP.

EXISTING GRADE

NOTES:

1. TRUNK PROTECTION MUST

EXTEND 8' ABOVE EXISTING

GRADE.

2. TO PROTECT SOILS FROM

COMPACTION, A 5" LAYER OF

NATURAL WOOD CHIPS MUST BE

PLACED FROM THE TRUNK TO THE

FURTHEST EDGE OF THE DRIP

ZONE IN ALL DIRECTIONS.

3. PLYWOOD SHALL COVER THE

MULCH AND SHALL BE

MECHANICALLY FASTENED

TOGETHER TO PREVENT SHIFTING.

4. MACHINE TRAFFIC ACROSS THE

ROOT ZONE SHALL BE MINIMIZED.

5. DAILY INSPECTIONS MUST BE

MADE TO ENSURE PROTECTION

MEASURES ARE INTACT. THOSE

MEASURES WHICH ARE NOT

SHALL BE ADDRESSED

IMMEDIATELY.

6. GENERAL CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE

TO PROTECTED TREES

P-2021-018-MNLIB-23

NOTE:

1. NO STAPLES TO BE OVER 24" APART CENTER TO CENTER.

2. INSTALL ON ALL SLOPES STEEPER THAN 3:1.

FOLD NETTING UNDER

STONE 6" AT THE TOP &

BOTTOM OF SLOPES

6" STAPLE (TYP.)

STAPLE ALL EDGES ON

12" CENTERS

STAPLES ARE 12" APART

ON INSIDE EDGES

FOLD NETTING

UNDER 6" AS AT THE

TOP OF THE SLOPE

3" OVERLAP

STAPLE ALL EDGES

ON 12" CENTERS

STAPLES ARE 12" APART

ON INSIDE EDGES

EROSION CONTROL MATTING

NTS

3" OVERLAP WHEN

LAPPING ROLLS

6" FOLDED

UNDER

6" OVERLAP

WHEN

JOINING

ROLLS

6" FOLDED

UNDER

P-2021-018-MNLIB-16

AutoCAD SHX Text NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE FOOT (25') MINIMUM, BUT NOT LESS THAN THE FULL ENTRANCE WIDTH SHALL BE A TWENTY-FIVE FOOT (25') MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED 3. CONSTRUCTION ENTRANCE IS TO BE LOCATED IN THE FIELD WITH LANDSCAPE ARCHITECT AND CONTRACTOR

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text STRIPPED GROUND LINE (REMOVE TOPSOIL AND ORGANICS PRIOR TO CRUSHED STONE PLACEMENT)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text INSTALL SUB-BASE OF FREE DRAINING BACKFILL OR ROAD STABILIZATION GEOTEXTILE AS NECESSARY ON UNSTABLE SOILS

AutoCAD SHX Text

STONE GRADATION SHALL BE DOT #3 OR ASTM C-33 #3

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

10' RADIUS (MIN)

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

24"

D-2

CONCRETE STEPS

D-3

HANDRAIL AT STEPS

PLANTING

BED

PLANTING

BED

PLANTING

BED

RESET ~50 FT OF EXISTING GRANITE

CURBING, CENTERED AROUND TREE

PLANTERS & PICNIC TABLES BY

OWNER

CONCRETE STEPS3

D-2

BENCHES BY OWNER

RESET EXISTING

TURF

HISTORIC BLUESTONE

PAVING

D-1

HISTORIC BLUESTONE

PAVING

D-1

CONCRETE PAVER 5

D-1MATCH EXISTING

PARKING STAIR - WEST

CHEEKWALL

D-2

PARKING STAIR - EAST

CHEEKWALL

D-2

MONOLITHIC STONE STEPS

ON CONCRETE

D-2

CONCRETE CURB RAMP8

D-1

PERPENDICULAR SIDEWALK

RAMP

D-1

EXPOSED AGGREGATE

CONCRETE PAVEMENT

D-1

HANDRAIL AT PARKING LOT

STEPS

D-3

HANDRAIL AT STEPS2

D-3

PLANTING BED

BITUMINOUS CONCRETE -

FULL DEPTH

D-1

PARKING LOT LIGHT1

D-5

TYPICAL PERPENDICULAR

PARKING STALL DETAIL

D-4

PRE-CAST CONCRETE CURB6

D-1

ROADWAY SIGN W/

BREAKAWAY POST

D-3

CAST IRON WARNING

PAVERS

D-1

PARALLEL RAMP W/

GRANITE CURB (TYPE 9)

D-1

HANDRAIL AT RAMP3

D-3

RE-SET MEMORIAL, TYP

DECORATIVE STONE MULCH 10

D-5

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

0 20 40

NORTH

1" = 20'

August 23, 2026

2021018

PRELIMINARY

REVIEW

Revisions Date

40 Library Street Mystic, CT 06355

L-3.0

SITE IMPROVEMENTS

PLAN

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

SMH TF=101.75

AutoCAD SHX Text

SMH TF=90.20

AutoCAD SHX Text

SMH TF=80.64

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Bituminous Sidewalk

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text

FRNT

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text

CO

AutoCAD SHX Text

SBC

AutoCAD SHX Text

AutoCAD SHX Text Electrical Distribution Easement in Favor of The Connecticut Light and Power Company Volume 518, Page 605 (See Detail)

20' Wide Drainage Easement in Favor of the Town of Groton Volume 668, Page 865 (See Detail)

45'

9'

8'

24'

R3'

L 5.05'

R10'

L 1 4.86'

5.83'4.83'8.17'

CP R 18'

N:690,889.91 E:1,212,912.16

6.00'

7.

6'

R4.00'

L 8.40'

79'

9'

4'

3'

R5 .0

0' L 8

.4 3'

R5'L 7.85'

R5

L 7 .8

5'

8'

5'

L66.90'R 18'

2.

.5

0'

5.96'

30'

3.

3.

R2'

L1.5' TO PTR4'

L8.82'

3.59'TO PC

4.

R 30'

L35.57'

PARKING FACE

OF CURB

N:690,999.59 E:1,212,884.50

PARKING AND DRIVE

INTERSECTING POINT

N:690,924.89 E:1,212,880.08

EQEQ

INTERSECTING POINT

AT SIDEWALK

N:690,929.22 E:1,212,830.32

EQ

EQ

.0

3'

R 50'

L 10.90' R 50'

L 10.90'

STAIR CENTERLINE

INTERSECTING POINT

N:690,927.37 E:1,212,851.53

STAIR CENTERLINE POINT

N:690,849.42

E:1,212,853.68

6'

6'

6'

7.84'

3.83'

2.33'

1.50'

6'

9.27'

R58'L27.73'

6'

9.98'

R32'L18.12'

7.56'

6.78'

R26'L12.58'

R 296'

L30.35'

18.04'

6'

4'

22'

8'

9.33'

12'

≥22.17'

TO NEAREST JOINT LINE

TP

PC

PC

PRC

TP

TP

PC

PT

PC

PRC

PT

PC

PCC

.5

3'

PT

.3

0'

PC

PT

PC

PT

5.84'

PC

PT

1.04'

PC

PC

PT

PC

PT

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

NORTH

August 23, 2026

2021018

Revisions Date

0 5 10

1" = 10'

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

L-4.0

SITE LAYOUT

PLAN

1.36'2.88'

AutoCAD SHX Text w/UG

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

ALIGN SCORE

WITH RAMP FLAIR

EJ EJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

EJ

END OF RAMP

START OF RAMP

EQ

S

PA

CE

S

RAMP LANDING

6 EQ

SPACES

11 EQ

SPACES

ARC END

START OF RAMP

END OF CURB RAMP

START OF CURB RAMP

7 EQ

SPAC

ES

RAMP LANDING

SCORE 6' OFFSET

FROM WALKWAY

EDGE

END OF RAMP

RAMP LANDING

ALIGN WITH BUILDING

FACE

2 EQUAL

SPACES

MATCH EXISTING PAVING PATTERN

PAVING PATTERN TO BE DETERMINED IN FIELD WITH LANDSCAPE

ARCHITECT AND DETERMINED BASED ON AVAILABLE BLUESTONE SIZES

2 EQ

U

A L

S

PA

C

ES

3 EQ

U

A L

S

PA

C

ES

STAIR LANDING,

REFERENCE ONLY,

NO SCORE LINES

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

NORTH

August 23, 2026

2021018

Revisions Date

0 5 10

1" = 10'

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

L-5

LEGEND:

PROPERTY LINE

SAW CUT JOINT

EXPANSION JOINT

EJ

SITE EXPANSION

AND CONTROL JOINT

PLAN

AutoCAD SHX Text w/UG

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

H

1.

0%

8.

3%

1.

0%

8.3%

3.

3%

1.0%

1.0% 3.5%

3.5%

1.5%

4.4%

7.

0%

8.

0%

4.0%

2.

0%

1.0%

1.0%

1.0%

1.0%

1.6%

2.0%2.0%

3.0%

1.0%

104103102

979594

101.44 TC/BC

101.73 TC

101.23 BC

101.60

101.41

101.50 101.48

101.43

98.98

98.92

98.90 TS

98.92

98.98

96.48

94.80

96.40 TS

94.50

97.14 BS

97.08

96.48

96.42

94.66 BS

94.60

101.38 TC/BC

101.82 TC

101.32 BC

101.44

101.88

102.17 TF

104.31 TC

103.81 BC

103.63

104.77 TC

104.27BC

103.20 TC

102.70 BC

102.13

103.19 TC

102.69 BC

104.31 TC

103.81

104.67 TC

104.17

104.08

102.32

101.62 TC

101.12 BC

101.18 TC/BC

101.00 TF

101.30 TC/BC

101.68

102.88 TC/BC 103.96 TC/BC

103.85 TF

103.58 TF

101.68

96.42

94.69 94.69

94.63

94.63

94.45 BS

94.40

101.50 TS

98.95

98.83 TS

95.26 BS

95.20

95.34 BW

94.86

95.28

94.58 94.56

101.56

95.29 TW

94.42 BW

93.86 VIF 94.20 VIF

93.13

93.25

93.08 EX

90.02 EX

92.65 EX TS

92.10 EX TS

93.04

90.94 91.55 BS

91.55 BS

92.71

1.5%

1.8%

1.

5%93.16

92.62

5.0%

93.2593.11

92.92 92.78

6.9%

8.8%

2.7%

1.5%

92.00 TF

92.30

92.46 EX5%

89.88 EX

7.5%

6.9%

12" PVC DRAIN PIPE, WYE INTO EXISTING

DRAIN MAIN LINE, 1% MIN PITCH

D-2

PARKING STAIR - WEST

CHEEKWALLLOW PROFILE AREA DRAIN1

D-4

PARKING STAIR - EAST

CHEEKWALL

D-2

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

NORTH

August 23, 2026

2021018

Revisions Date

0 5 10

1" = 10'

40 Library Street Mystic, CT 06355

ISSUED FOR

PERMITTING

L-6.0

SITE GRADING &

DRAINAGE PLAN

AutoCAD SHX Text

FD TF=92.75

AutoCAD SHX Text

FRNT

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text w/UG

AutoCAD SHX Text

SNET

AutoCAD SHX Text

AutoCAD SHX Text

CO

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text 93.74

AutoCAD SHX Text 93.38

AutoCAD SHX Text 93.43

AutoCAD SHX Text 93.41

AutoCAD SHX Text 96.00

AutoCAD SHX Text 96.72

AutoCAD SHX Text 93.08

AutoCAD SHX Text 0.55

AutoCAD SHX Text 4.34

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.54

AutoCAD SHX Text 92.96

AutoCAD SHX Text 96.44

AutoCAD SHX Text 94.88

AutoCAD SHX Text 95.53

AutoCAD SHX Text 96.70

AutoCAD SHX Text 97.41

AutoCAD SHX Text 98.61

AutoCAD SHX Text 99.14

AutoCAD SHX Text 98.07

AutoCAD SHX Text 99.14

AutoCAD SHX Text 97.45

AutoCAD SHX Text 97.17

AutoCAD SHX Text 96.95

AutoCAD SHX Text 96.79

AutoCAD SHX Text 96.57

AutoCAD SHX Text 96.44

AutoCAD SHX Text 96.20

AutoCAD SHX Text 95.97

AutoCAD SHX Text 95.79

AutoCAD SHX Text 95.55

AutoCAD SHX Text 94.78

AutoCAD SHX Text 94.80

AutoCAD SHX Text 95.24

AutoCAD SHX Text 95.79

AutoCAD SHX Text 96.22

AutoCAD SHX Text 96.94

AutoCAD SHX Text 95.44

AutoCAD SHX Text 95.82

AutoCAD SHX Text 95.28

AutoCAD SHX Text 95.30

AutoCAD SHX Text 94.38

AutoCAD SHX Text 94.30

AutoCAD SHX Text 95.12

AutoCAD SHX Text 95.38

AutoCAD SHX Text 90.42

AutoCAD SHX Text 98.28

AutoCAD SHX Text 100.11

AutoCAD SHX Text 95.91

AutoCAD SHX Text 97.85

AutoCAD SHX Text 98.82

AutoCAD SHX Text 98.30

AutoCAD SHX Text 96.29

AutoCAD SHX Text 95.88

AutoCAD SHX Text 96.16

AutoCAD SHX Text 96.36

AutoCAD SHX Text 94.98

AutoCAD SHX Text 95.01

AutoCAD SHX Text 93.94

AutoCAD SHX Text 93.81

AutoCAD SHX Text 93.32

AutoCAD SHX Text 93.79

AutoCAD SHX Text 93.92

AutoCAD SHX Text 94.56

AutoCAD SHX Text 95.25

AutoCAD SHX Text 96.09

AutoCAD SHX Text 95.64

AutoCAD SHX Text 96.02

AutoCAD SHX Text 5.51

AutoCAD SHX Text 97.79

AutoCAD SHX Text 98.23

AutoCAD SHX Text 99.83

AutoCAD SHX Text 99.83

AutoCAD SHX Text 96.03

AutoCAD SHX Text 100.29

AutoCAD SHX Text 2.28

AutoCAD SHX Text 99.35

AutoCAD SHX Text 2.25

AutoCAD SHX Text 99.52

AutoCAD SHX Text 100.40

AutoCAD SHX Text 99.08

AutoCAD SHX Text 100.11

AutoCAD SHX Text 100.71

AutoCAD SHX Text 100.63

AutoCAD SHX Text 101.37

AutoCAD SHX Text 100.42

AutoCAD SHX Text 101.61

AutoCAD SHX Text 100.23

AutoCAD SHX Text 100.65

AutoCAD SHX Text 101.85

AutoCAD SHX Text 102.01

AutoCAD SHX Text 101.06

AutoCAD SHX Text 102.32

AutoCAD SHX Text 98.44

AutoCAD SHX Text 98.51

AutoCAD SHX Text 98.44

AutoCAD SHX Text 98.31

AutoCAD SHX Text 93.54

AutoCAD SHX Text 93.46

AutoCAD SHX Text 93.89

AutoCAD SHX Text 93.77

AutoCAD SHX Text 94.39

AutoCAD SHX Text 94.26

AutoCAD SHX Text 94.39

AutoCAD SHX Text 94.44

AutoCAD SHX Text 1.47

AutoCAD SHX Text 0.25

AutoCAD SHX Text 7.86

AutoCAD SHX Text 7.82

AutoCAD SHX Text 6.10

AutoCAD SHX Text 5.80

AutoCAD SHX Text 94.30

AutoCAD SHX Text 94.51

AutoCAD SHX Text 94.82

AutoCAD SHX Text 95.73

AutoCAD SHX Text 95.31

AutoCAD SHX Text 96.62

AutoCAD SHX Text 94.50

AutoCAD SHX Text 94.79

AutoCAD SHX Text 94.88

AutoCAD SHX Text 94.88

AutoCAD SHX Text 94.55

AutoCAD SHX Text 94.40

AutoCAD SHX Text 94.41

AutoCAD SHX Text 94.48

AutoCAD SHX Text 94.52

AutoCAD SHX Text 94.54

AutoCAD SHX Text 94.43

AutoCAD SHX Text 94.45

AutoCAD SHX Text 94.45

AutoCAD SHX Text 95.05

AutoCAD SHX Text 94.92

AutoCAD SHX Text 94.94

AutoCAD SHX Text 94.95

AutoCAD SHX Text 94.97

AutoCAD SHX Text 94.95

AutoCAD SHX Text 94.91

AutoCAD SHX Text 94.86

AutoCAD SHX Text 94.76

AutoCAD SHX Text 94.64

AutoCAD SHX Text 94.89

AutoCAD SHX Text 95.24

AutoCAD SHX Text 95.62

AutoCAD SHX Text 96.17

AutoCAD SHX Text 97.80

AutoCAD SHX Text 99.88

AutoCAD SHX Text 100.46

AutoCAD SHX Text 97.70

AutoCAD SHX Text 96.03

AutoCAD SHX Text 95.49

AutoCAD SHX Text 94.75

AutoCAD SHX Text 94.81

AutoCAD SHX Text 94.86

AutoCAD SHX Text 93.25

AutoCAD SHX Text 93.19

AutoCAD SHX Text 94.98

AutoCAD SHX Text 92.75

AutoCAD SHX Text 92.87

AutoCAD SHX Text 92.79

AutoCAD SHX Text 93.29

AutoCAD SHX Text 94.80

AutoCAD SHX Text 93.24

AutoCAD SHX Text 95.73

AutoCAD SHX Text 95.92

AutoCAD SHX Text 94.74

AutoCAD SHX Text 95.72

AutoCAD SHX Text 97.07

AutoCAD SHX Text 103.39

AutoCAD SHX Text 93.97

AutoCAD SHX Text 94.87

AutoCAD SHX Text 95.56

AutoCAD SHX Text 96.53

AutoCAD SHX Text 97.79

AutoCAD SHX Text 99.05

AutoCAD SHX Text 99.96

AutoCAD SHX Text 101.65

AutoCAD SHX Text 101.72

AutoCAD SHX Text 101.13

AutoCAD SHX Text 100.03

AutoCAD SHX Text 99.11

AutoCAD SHX Text 97.92

AutoCAD SHX Text 96.70

AutoCAD SHX Text 95.40

AutoCAD SHX Text 94.94

AutoCAD SHX Text 95.48

AutoCAD SHX Text 96.59

AutoCAD SHX Text 97.14

AutoCAD SHX Text 98.87

AutoCAD SHX Text 99.67

AutoCAD SHX Text 100.83

AutoCAD SHX Text 100.83

AutoCAD SHX Text 99.66

AutoCAD SHX Text 98.87

AutoCAD SHX Text 97.15

AutoCAD SHX Text 96.58

AutoCAD SHX Text 95.49

AutoCAD SHX Text -0.21

AutoCAD SHX Text 95.47

AutoCAD SHX Text 96.59

AutoCAD SHX Text 97.17

AutoCAD SHX Text 98.85

AutoCAD SHX Text 99.67

AutoCAD SHX Text 100.81

AutoCAD SHX Text 101.26

AutoCAD SHX Text 99.63

AutoCAD SHX Text 98.45

AutoCAD SHX Text 99.04

AutoCAD SHX Text 100.40

AutoCAD SHX Text 100.90

AutoCAD SHX Text 101.30

AutoCAD SHX Text 101.34

AutoCAD SHX Text 101.28

AutoCAD SHX Text 101.19

AutoCAD SHX Text 101.00

AutoCAD SHX Text 101.11

AutoCAD SHX Text 101.25

AutoCAD SHX Text 102.01

AutoCAD SHX Text 101.85

AutoCAD SHX Text 101.44

AutoCAD SHX Text 102.14

AutoCAD SHX Text 103.05

AutoCAD SHX Text 101.12

AutoCAD SHX Text 101.61

AutoCAD SHX Text 101.91

AutoCAD SHX Text 101.89

AutoCAD SHX Text 101.97

AutoCAD SHX Text 102.05

AutoCAD SHX Text 102.06

AutoCAD SHX Text 102.38

AutoCAD SHX Text 102.69

AutoCAD SHX Text 102.58

AutoCAD SHX Text 102.33

AutoCAD SHX Text 102.90

AutoCAD SHX Text 103.38

AutoCAD SHX Text 103.53

AutoCAD SHX Text 102.90

AutoCAD SHX Text 103.03

AutoCAD SHX Text 102.89

AutoCAD SHX Text 102.10

AutoCAD SHX Text 100.76

AutoCAD SHX Text 98.76

AutoCAD SHX Text 101.46

AutoCAD SHX Text 100.45

AutoCAD SHX Text 100.76

AutoCAD SHX Text 101.27

AutoCAD SHX Text 101.10

AutoCAD SHX Text 101.74

AutoCAD SHX Text 102.23

AutoCAD SHX Text 102.57

AutoCAD SHX Text 102.25

AutoCAD SHX Text 100.47

AutoCAD SHX Text 101.41

AutoCAD SHX Text 101.84

AutoCAD SHX Text 101.12

AutoCAD SHX Text 107.11

AutoCAD SHX Text 105.00

AutoCAD SHX Text 104.26

AutoCAD SHX Text 104.27

AutoCAD SHX Text 102.92

AutoCAD SHX Text 102.91

AutoCAD SHX Text 104.10

AutoCAD SHX Text 10.66

AutoCAD SHX Text 11.67

AutoCAD SHX Text 103.46

AutoCAD SHX Text 103.96

AutoCAD SHX Text 104.69

AutoCAD SHX Text 105.41

AutoCAD SHX Text 107.19

AutoCAD SHX Text 104.11

AutoCAD SHX Text 103.98

AutoCAD SHX Text 104.13

AutoCAD SHX Text 104.41

AutoCAD SHX Text 104.19

AutoCAD SHX Text 104.41

AutoCAD SHX Text 104.31

AutoCAD SHX Text 104.30

AutoCAD SHX Text 104.41

AutoCAD SHX Text 104.78

AutoCAD SHX Text 105.69

AutoCAD SHX Text 105.48

AutoCAD SHX Text 103.73

AutoCAD SHX Text 103.27

AutoCAD SHX Text 103.65

AutoCAD SHX Text 102.89

AutoCAD SHX Text 102.55

AutoCAD SHX Text 103.92

AutoCAD SHX Text 104.10

AutoCAD SHX Text 102.51

AutoCAD SHX Text 102.28

AutoCAD SHX Text 102.15

AutoCAD SHX Text 101.96

AutoCAD SHX Text 102.00

AutoCAD SHX Text 102.07

AutoCAD SHX Text 102.61

AutoCAD SHX Text 97.78

AutoCAD SHX Text 103.50

AutoCAD SHX Text 104.04

AutoCAD SHX Text 104.45

AutoCAD SHX Text 104.87

AutoCAD SHX Text 104.97

AutoCAD SHX Text 103.51

AutoCAD SHX Text 103.15

AutoCAD SHX Text 106.00

AutoCAD SHX Text 107.16

AutoCAD SHX Text 106.87

AutoCAD SHX Text 105.98

AutoCAD SHX Text 106.16

AutoCAD SHX Text 106.04

AutoCAD SHX Text 106.74

AutoCAD SHX Text 107.07

AutoCAD SHX Text 107.21

AutoCAD SHX Text 107.27

AutoCAD SHX Text 107.24

AutoCAD SHX Text 107.23

AutoCAD SHX Text 107.83

AutoCAD SHX Text 107.84

AutoCAD SHX Text 106.17

AutoCAD SHX Text 106.20

AutoCAD SHX Text 106.64

AutoCAD SHX Text 105.97

AutoCAD SHX Text 106.77

AutoCAD SHX Text 107.26

AutoCAD SHX Text 107.24

AutoCAD SHX Text 107.08

AutoCAD SHX Text 106.63

AutoCAD SHX Text 107.63

AutoCAD SHX Text 105.40

AutoCAD SHX Text 106.05

AutoCAD SHX Text 106.04

AutoCAD SHX Text 105.79

AutoCAD SHX Text 105.81

AutoCAD SHX Text 105.79

AutoCAD SHX Text 105.38

AutoCAD SHX Text 105.43

AutoCAD SHX Text 105.77

AutoCAD SHX Text 97.78

AutoCAD SHX Text 104.34

AutoCAD SHX Text 104.86

AutoCAD SHX Text 104.85

AutoCAD SHX Text 104.58

AutoCAD SHX Text 104.50

AutoCAD SHX Text 104.32

AutoCAD SHX Text 103.97

AutoCAD SHX Text 104.28

AutoCAD SHX Text 104.46

AutoCAD SHX Text 104.19

AutoCAD SHX Text 104.38

AutoCAD SHX Text 104.10

AutoCAD SHX Text 103.88

AutoCAD SHX Text 103.96

AutoCAD SHX Text 102.87

AutoCAD SHX Text 103.66

AutoCAD SHX Text 103.81

AutoCAD SHX Text 103.98

AutoCAD SHX Text 104.07

AutoCAD SHX Text 103.73

AutoCAD SHX Text 104.16

AutoCAD SHX Text 102.88

AutoCAD SHX Text 102.91

AutoCAD SHX Text 102.25

AutoCAD SHX Text 102.73

AutoCAD SHX Text 102.43

AutoCAD SHX Text 102.41

AutoCAD SHX Text 102.75

AutoCAD SHX Text 102.82

AutoCAD SHX Text 102.76

AutoCAD SHX Text 102.70

AutoCAD SHX Text 102.98

AutoCAD SHX Text 102.86

AutoCAD SHX Text 102.73

AutoCAD SHX Text 101.82

AutoCAD SHX Text 102.20

AutoCAD SHX Text 102.20

AutoCAD SHX Text 102.02

AutoCAD SHX Text 100.22

AutoCAD SHX Text 100.94

AutoCAD SHX Text 100.91

AutoCAD SHX Text 100.70

AutoCAD SHX Text 100.62

AutoCAD SHX Text 100.52

AutoCAD SHX Text 99.61

AutoCAD SHX Text 101.20

AutoCAD SHX Text 94.96

AutoCAD SHX Text 94.90

AutoCAD SHX Text 94.96

AutoCAD SHX Text 94.86

AutoCAD SHX Text 94.59

AutoCAD SHX Text 94.56

AutoCAD SHX Text 94.59

AutoCAD SHX Text 94.13

AutoCAD SHX Text 94.11

AutoCAD SHX Text 94.42

AutoCAD SHX Text 95.29

AutoCAD SHX Text 96.16

AutoCAD SHX Text 94.24

AutoCAD SHX Text 94.10

AutoCAD SHX Text 94.29

AutoCAD SHX Text 93.90

AutoCAD SHX Text 94.02

AutoCAD SHX Text 93.56

AutoCAD SHX Text 93.19

AutoCAD SHX Text 94.45

AutoCAD SHX Text 93.79

AutoCAD SHX Text 93.42

AutoCAD SHX Text 93.50

AutoCAD SHX Text 92.88

AutoCAD SHX Text 93.14

AutoCAD SHX Text 93.12

AutoCAD SHX Text 93.11

AutoCAD SHX Text 93.15

AutoCAD SHX Text 93.23

AutoCAD SHX Text 93.27

AutoCAD SHX Text 95.92

AutoCAD SHX Text 96.87

AutoCAD SHX Text 95.59

AutoCAD SHX Text 97.93

AutoCAD SHX Text 99.26

AutoCAD SHX Text 100.63

AutoCAD SHX Text 104.01

AutoCAD SHX Text 99.13

AutoCAD SHX Text 99.63

AutoCAD SHX Text 99.64

AutoCAD SHX Text 99.58

AutoCAD SHX Text 99.65

AutoCAD SHX Text 99.45

AutoCAD SHX Text 99.02

AutoCAD SHX Text

AutoCAD SHX Text 97.96

AutoCAD SHX Text bs

AutoCAD SHX Text

AutoCAD SHX Text 98.89

AutoCAD SHX Text tcg10

AutoCAD SHX Text

AutoCAD SHX Text 98.87

AutoCAD SHX Text fpik

AutoCAD SHX Text

AutoCAD SHX Text 98.69

AutoCAD SHX Text wkc10

AutoCAD SHX Text 96.56

AutoCAD SHX Text 98.00

AutoCAD SHX Text 94.28

AutoCAD SHX Text 93.07

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ls

AutoCAD SHX Text ls e bs b

AutoCAD SHX Text -2.76

AutoCAD SHX Text bld

AutoCAD SHX Text 93.29

AutoCAD SHX Text 88.90

AutoCAD SHX Text 89.84

AutoCAD SHX Text 93.67

AutoCAD SHX Text 91.56

AutoCAD SHX Text 92.46

AutoCAD SHX Text 93.68

AutoCAD SHX Text 93.10

AutoCAD SHX Text 93.20

AutoCAD SHX Text 92.83

AutoCAD SHX Text 94.57

AutoCAD SHX Text 87.51

AutoCAD SHX Text 98.34

AutoCAD SHX Text 102.24

AutoCAD SHX Text 103.00

AutoCAD SHX Text 103.11

AutoCAD SHX Text 102.80

AutoCAD SHX Text 94.74

AutoCAD SHX Text 94.94

AutoCAD SHX Text 97.26

AutoCAD SHX Text 105.92

AutoCAD SHX Text 83.04

AutoCAD SHX Text 97.88

AutoCAD SHX Text 100.98

AutoCAD SHX Text 82.54

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text 100.74

AutoCAD SHX Text 101.96

AutoCAD SHX Text 81.99

AutoCAD SHX Text 86.97

AutoCAD SHX Text 89.46

AutoCAD SHX Text

AutoCAD SHX Text 87.08

AutoCAD SHX Text 87.16

AutoCAD SHX Text 87.15

AutoCAD SHX Text 87.05

AutoCAD SHX Text 87.22

AutoCAD SHX Text 87.39

AutoCAD SHX Text 87.00

AutoCAD SHX Text 87.84

AutoCAD SHX Text 87.96

AutoCAD SHX Text 87.38

AutoCAD SHX Text 86.95

AutoCAD SHX Text 86.45

AutoCAD SHX Text 86.56

AutoCAD SHX Text 85.83

AutoCAD SHX Text 83.09

AutoCAD SHX Text 85.25

AutoCAD SHX Text 80.55

AutoCAD SHX Text 80.05

AutoCAD SHX Text 81.80

AutoCAD SHX Text 83.14

AutoCAD SHX Text 82.74

AutoCAD SHX Text 81.12

AutoCAD SHX Text 80.93

AutoCAD SHX Text 80.63

AutoCAD SHX Text 81.33

AutoCAD SHX Text 82.54

AutoCAD SHX Text 86.59

AutoCAD SHX Text 86.75

AutoCAD SHX Text 86.74

AutoCAD SHX Text 86.74

AutoCAD SHX Text 86.82

AutoCAD SHX Text 86.68

AutoCAD SHX Text 86.56

AutoCAD SHX Text 86.11

AutoCAD SHX Text 85.67

AutoCAD SHX Text 85.45

AutoCAD SHX Text 85.76

AutoCAD SHX Text 86.70

AutoCAD SHX Text 86.75

AutoCAD SHX Text 87.03

AutoCAD SHX Text 87.05

AutoCAD SHX Text 86.92

AutoCAD SHX Text 86.76

AutoCAD SHX Text 87.88

AutoCAD SHX Text 87.03

AutoCAD SHX Text 86.79

AutoCAD SHX Text 86.67

AutoCAD SHX Text 85.83

AutoCAD SHX Text 86.41

AutoCAD SHX Text 86.63

AutoCAD SHX Text 86.59

AutoCAD SHX Text 85.91

AutoCAD SHX Text 85.94

AutoCAD SHX Text 85.92

AutoCAD SHX Text 85.86

AutoCAD SHX Text 85.82

AutoCAD SHX Text 86.55

AutoCAD SHX Text 86.60

AutoCAD SHX Text 85.88

AutoCAD SHX Text 85.51

AutoCAD SHX Text 84.54

AutoCAD SHX Text 84.71

AutoCAD SHX Text 85.37

AutoCAD SHX Text 86.87

AutoCAD SHX Text 87.57

AutoCAD SHX Text 88.80

AutoCAD SHX Text 89.56

AutoCAD SHX Text 89.56

AutoCAD SHX Text 89.56

AutoCAD SHX Text 89.36

AutoCAD SHX Text 89.86

AutoCAD SHX Text 88.99

AutoCAD SHX Text 87.55

AutoCAD SHX Text 87.26

AutoCAD SHX Text 87.09

AutoCAD SHX Text 87.39

AutoCAD SHX Text 84.79

AutoCAD SHX Text 86.56

AutoCAD SHX Text 89.67

AutoCAD SHX Text 89.14

AutoCAD SHX Text 79.28

AutoCAD SHX Text 80.50

AutoCAD SHX Text 81.50

AutoCAD SHX Text 80.45

AutoCAD SHX Text 81.21

AutoCAD SHX Text 82.43

AutoCAD SHX Text 80.32

AutoCAD SHX Text 82.25

AutoCAD SHX Text 92.37

AutoCAD SHX Text 92.88

AutoCAD SHX Text 92.99

AutoCAD SHX Text 92.98

AutoCAD SHX Text

AutoCAD SHX Text 90.85

AutoCAD SHX Text hdg5

AutoCAD SHX Text

AutoCAD SHX Text 90.79

AutoCAD SHX Text hdg5

AutoCAD SHX Text 92.56

AutoCAD SHX Text 92.69

AutoCAD SHX Text 89.65

AutoCAD SHX Text 89.17

AutoCAD SHX Text 85.49

AutoCAD SHX Text 4.51

AutoCAD SHX Text 4.53

AutoCAD SHX Text 3.55

AutoCAD SHX Text 95.33

AutoCAD SHX Text 93.30

AutoCAD SHX Text 96.11

AutoCAD SHX Text 87.39

AutoCAD SHX Text 88.18

AutoCAD SHX Text 88.66

AutoCAD SHX Text 89.86

AutoCAD SHX Text 89.96

AutoCAD SHX Text 90.32

AutoCAD SHX Text 90.16

AutoCAD SHX Text 90.23

AutoCAD SHX Text 90.30

AutoCAD SHX Text 91.69

AutoCAD SHX Text 90.79

AutoCAD SHX Text 91.12

AutoCAD SHX Text 90.67

AutoCAD SHX Text 92.16

AutoCAD SHX Text 91.84

AutoCAD SHX Text 92.67

AutoCAD SHX Text 92.95

AutoCAD SHX Text 93.48

AutoCAD SHX Text 93.98

AutoCAD SHX Text 93.38

AutoCAD SHX Text 91.38

AutoCAD SHX Text 88.40

AutoCAD SHX Text 90.38

AutoCAD SHX Text 93.33

AutoCAD SHX Text 93.71

AutoCAD SHX Text 93.84

AutoCAD SHX Text 94.22

AutoCAD SHX Text

AutoCAD SHX Text 90.42

AutoCAD SHX Text 91.53

AutoCAD SHX Text 91.96

AutoCAD SHX Text 92.12

AutoCAD SHX Text 91.76

AutoCAD SHX Text 89.32

AutoCAD SHX Text 90.73

AutoCAD SHX Text 88.86

AutoCAD SHX Text 88.40

AutoCAD SHX Text 88.23

AutoCAD SHX Text 88.57

AutoCAD SHX Text 88.51

AutoCAD SHX Text 88.64

AutoCAD SHX Text 88.41

AutoCAD SHX Text 88.27

AutoCAD SHX Text 87.81

AutoCAD SHX Text 88.00

AutoCAD SHX Text 87.86

AutoCAD SHX Text 86.96

AutoCAD SHX Text 86.15

AutoCAD SHX Text 86.19

AutoCAD SHX Text 87.87

AutoCAD SHX Text 88.29

AutoCAD SHX Text 90.60

AutoCAD SHX Text 91.42

AutoCAD SHX Text 85.90

AutoCAD SHX Text 82.32

AutoCAD SHX Text 83.89

AutoCAD SHX Text 84.29

AutoCAD SHX Text 85.74

AutoCAD SHX Text 85.11

AutoCAD SHX Text 85.67

AutoCAD SHX Text 85.75

AutoCAD SHX Text 85.99

AutoCAD SHX Text 86.55

AutoCAD SHX Text 81.76

AutoCAD SHX Text 83.15

AutoCAD SHX Text 83.23

AutoCAD SHX Text 83.11

AutoCAD SHX Text 84.57

AutoCAD SHX Text 85.38

AutoCAD SHX Text 86.79

AutoCAD SHX Text 88.20

AutoCAD SHX Text 1.49

AutoCAD SHX Text -0.43

AutoCAD SHX Text 86.97

AutoCAD SHX Text 90.42

AutoCAD SHX Text 90.09

AutoCAD SHX Text 89.76

AutoCAD SHX Text 89.35

AutoCAD SHX Text 87.10

AutoCAD SHX Text 89.04

AutoCAD SHX Text 89.42

AutoCAD SHX Text 87.22

AutoCAD SHX Text 89.40

AutoCAD SHX Text 89.79

AutoCAD SHX Text 89.83

AutoCAD SHX Text 87.96

AutoCAD SHX Text 89.82

AutoCAD SHX Text 88.09

AutoCAD SHX Text 91.56

AutoCAD SHX Text 92.11

AutoCAD SHX Text 93.29

AutoCAD SHX Text 93.96

AutoCAD SHX Text -0.43

AutoCAD SHX Text 1.62

AutoCAD SHX Text 95.94

AutoCAD SHX Text 96.55

AutoCAD SHX Text 98.07

AutoCAD SHX Text 96.59

AutoCAD SHX Text 95.91

AutoCAD SHX Text 94.63

AutoCAD SHX Text 94.70

AutoCAD SHX Text 93.37

AutoCAD SHX Text 93.10

AutoCAD SHX Text 90.40

AutoCAD SHX Text 90.63

AutoCAD SHX Text 93.05

AutoCAD SHX Text 91.83

AutoCAD SHX Text 92.09

AutoCAD SHX Text 92.16

AutoCAD SHX Text 93.15

92.40

BS 95.41

TS 98.91

BS 99.03

12' R 40'

17'-6" R 65'

8'-1"

6" ABOVE GRADE

2'-212"

TW 100.03

TW 98.255'-7"

50' R

EXISTING WALL PROFILE

FINISH GRADE

TW 95.29

BW 94.42

TW 95.20

BW 94.70

A

A

PROTECT EXISTING TREES FROM DAMAGE

DURING INSTALLATION OF FOOTINGS

AND CONDUITS

A

H

E D

(2) 4" PVC SLEEVES FOR FUTURE,

FERNCO CAP ENDS, TYP

WIRELESS AP MOUNTED TO

LIGHT POLE BY OTHERS

WIRELESS AP MOUNTED TO

LIGHT POLE BY OTHERS

(1) 1" CTS WATER PIPE

EXISTING ELECTRIC &

DATA HANDHOLES

EXISTING ELECTRICAL CONDUIT FOR AREA

LIGHTS & WIRELESS NETWORK POWER

EXISTING DATA CONDUIT

MODIFY EXISTING CONDUITS AS

REQUIRED FOR LIGHT POLE BASE

INSTALLATION, TYP

FREEZELESS HYDRANT6

D-4

PARKING LOT LIGHT1

D-5

PRECAST LIGHT POLE

FOOTING

D-5

WATER SERVICE TRENCH7

D-4

B

CUT & REMOVE EXISTING CONDUIT,

EXTEND CONDUIT TO NEW LIGHT

LOCATION

OUTDOOR POWER

PEDESTAL

D-5

4" CONDUIT AND CONDUCTORS FOR POWER

PEDESTAL

Mystic & Noank Library

K+F Project No.

Date

Scale

Drawing No.

NORTH

August 23, 2026

2021018

PRELIMINARY

REVIEW

Revisions Date

0 5 10

1" = 10'

40 Library Street Mystic, CT 06355

L-7.0

SITE LIGHTING AND

UTILITY PLAN

Base Bid Luminaire Schedule

Qty

Label

A

Watts Description

Parking Area Light

Specification

VP-ST-1-36L-55-3K8-3-UNV…