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ES:
LL PLANTING MATERIAL TO BE NURSERY GROWN STOCK SUBJECT TO D CONDITIONS UE CEND SIM L
_,�=_AN
APPLICABLE A.A.N, STANDARDS. WITH APPROPRIATE VEGETATIVE NIATERIAL AqD OR APPROPRIATE
SEDIMENTATION AND EROSION CONTROL MEASURES. SITE STABILIZATIC N ra
THE CONTRACTOR SHALL SUPPLY ALL PLANTS IN QUANTITIES SUFFICIENT SEED MIX KEY
TO COMPLETE l`HE WORK SHOWN ON THE DRAWINGS AND LISTED IN ADJUSTMENTS IN THE LOCATION OF PROPOSED PLANT MATERIAL AS A
THE PLANT LIST. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIES RESULT OF EXISTING VEGETATION TO REMAIN SHALL BE APPROVED BY THE EXISTING EDGE WOODS TO BE RFJYOWD KEY BOTANICAL NAME -7 A
SHOWN IN THE PLANT LIST AND THOI-T RFOIIIPF-r) PY TWC' nDAIAAkIrlC' LANDSCAPE ARCHITECT PRIOR To INSTAI I Aijrw Q _TY SIZE (:ZI nr-)F-7 QTAIDII I -rl/-%Kt
LARGER NUMBER SHALL APPLY. -,,I- UNAVOICZ, ME I `-,i �v f�01L11-t-\ I JUIN MIY\ I UNL
AS < 4�,Qlc < 3-5 LBS/1000 SF
ACER SACCHARUM 'GREEN MOUNTAIN' < 10
LL 14
THE CONTRACTOR 15 RESPONSIBLE FOR ALL MAINTENANCE REPAIR AND/OR GREEN MOUNTAIN SUGAR MAPLE 6 2 1/2"-,3" CAL 14 FOR STEEP, LOW MAINTENANCE SLOPED AREAS
ALL PLANTS SHALL BE APPROVED PRIOR TO INSTALLATION AND SHA REPLACEMENT OF PLANT MATERIAL, AS REQJIRED, FOR THE DURATION OF HH HEMF'ROCALLIS 'HAPPY RETURNS' < 4 49 41 .0 IG 19
BE LOCATED ON SITE BY THE CONTRACTOR, FOR THE APPROVAL PROPOSED EDGE WOODS TO REMAJN DAYLILY 14-0 2 YR.
LANDSCAPE ARCHITECT OF THE
- ANY INSTALLATIONS WHICH WERE NOT APPROVED THE PROJECT AND SUBSEQUENT WARRENTY PERIOD. is JUNIPERLIS CHINENSIS 'SARGENTII' SARGENT JUNIPER -v REQUIRING STABILIZTION AND QUICK EROSION CONTROL
TO BE MOVED, WILL BE DONE AT THE CONTRACTORS EXPENSE. Pp P 1 C'-7A PUNGENS VAR. GLAUCA 38 12-18" SPD. 50% PERENNIAL RYEGRASS
BY THE LANDSCAPE ARCHITECT AND WHICH ARE SUBSEQUENTLY REQUESTED ALL PLANT MATERIAL MUST BE ACCOMPANIE) BY NURSERY INSPECTION P, COLORADO BLUE SPRUCE 2
PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN ARE CERTIFICATES, AS REQUIRED BY STATE OR FEDERAL REGULATIONS. THE Ps N6S STROBUS 6-7 HT
TO BE FIELD STAKED BY THE CONTRACTOR AND SHALL BE SUBJECT TO CONTRACTOR WLL OBTAIN AND PAY ALL STATE NURSERY INSPECTION PROP. STREET 7REE PC PYR.US CALLERYANA 'CHANTICLEER' WHITE PINE 9 6-7' HT 25% CROVNVETCH (INCLUDE INNOCULANT)
THE REQUIREMENTS SPECIFIED IN THE PREVIOUS NOTE. CERTIFICATES. CHANTICLEER PEAR 7 2 1/2-3" CAL 25% BIRDSFOOT TREFOIL (INCLUDE INNOCULANT)
PT PAO�YSANDRA TERMINALIS PACHYSANDRA
ALL SHRUB MASSINGS AND TREE PITS SHALL BE MULCHED TO A DEPTH PLANTINGS INSTALLED IN THE DRY SUMMER joNTi4r, Amri /rip I AUAI PIM) M lArDlAjel Tor nD 140 1 YR IA/11 nC-1 nwrm
r� IIERCI ` PALUSTRIS
ITW%l
w INV IMLL W.
00^0 0 3 LBS/1000 SF
REQUIRE AGGRESIVE IRRIGATION PROGRAMS �,T THE CONTRACTOR'S :100��;00000c, 00,
ALL TREES UNDER 3* CALIPER SHALL BE STAKED, NTH A MINIMUM OF E R_ 10- D _AL*L'0"WED eb .
()F " WTH SHREDDED PINE BARK MULCH. SEEDED OUT OF SPRING OR FALL P BY OWNER, WILL PIN OAK 14 2 1/2-3" CAL 00000000
TWO 2" X 2' X 6' CEDAR STAKES. ALL TREES 3" CAUPER AND ABOVE EXPENSE, UNLESS OTHERWISE DIRECTED BY 7HE OWNER. RC RHODODENDRON 'CUNNINGHAMPS WHITEP RHODODENDRON 7 2 1/2-3" CAL
RP RHODODENDRON 'PJM' 0 0 0
SHALL BE GOyED, UNLESS PLANTING AREA DICTATES STAKING. PROP. EVERGREEN TRE 40
0 FOR HIGH VILIBILITY, LOW MAJNTENANCE AREAS
TREES 3" UPON COMPLETION OF PLANTING, REMOVE FROM SITE ALL EXCESS SOIL, TM TAXLIS X MEDIA 'DENSIFORMIS' PJM RHODODENDRON 11 2-3f 40% APPLEWOOD SEE CO. 'KNEE HIGH MIX"
CALIPER OR GREATER SHALL BE STAKED NTH A MINIMUM OF THREE 2" X MULCH, MATERIALS AND DEBRIS RESIll 11N(, F-Pou. WI)PV nDl7-DA-nfUfc DENSIFORMIS YEW
Y sz' f-rr)Ar> CTAVILIrl -- 10�nAs` 60% COMN40N SHEEP FESCUE
CLEAN UP SHOULD BE COMPLE_TED__A_T_ -VlKUt$ M-MTING 156 0
THE END H WORKING DAY.
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED VEGETATION AND RESTORE TO ORIGINAL CONDITIONS ALL DAWGED PAVEMENTS, PLANTING -777
DETENTION BASIN SFEDING
AREAS, STRUCTURES AND LAWN AREAS RESULTING FROM LANDSCAPING WETLAND Alf
SHALL REPLACE OR REPAIR ANY DAMAGE, AT HIS OWN EXPENSE. THE MI"711CATICIIN
OPERATIONS. PEREMIAL PLMTING P L N T LIST
-800-
CONTRACTOR SHOULD CONTACT �CAL BEFORE YOU DIG" AT 1 4.5 LBS/1 000 SF
922-4455 PRIOR TO CONSTRUCTION. ALL VEGETATION NOTED TO BE TRANSPLANTED SHALL BE REMOVED AND AD ARUNDO DONAX 'VARIEGATA' 7
35% DUKE TALL FESCUE
OTHER FORMS OF INTERMEDIATE PLANT STOR'AGE SHOULD BE AVOIDED OR, TL TYPi-�!A LATIFOLIA N REED 370 1 QT, 21" O.0
ALL SHRUB AND GROUNDCOVER PLANTING AREAS SHALL HAVE CONTINOUS LY WHENEVER POSSIeLf'. TEMPORARY HEELING OR PLANT QUANTITY COMMON CATTAIL 30% MONTAUK TALL FESCUE
REPLANTED IMMEDIATE VARIEGATED MEDITERRANEA
BEDS OF TOPSOIL, 12" DEEP. ALL BAREROOT AND HYDROSEED AREAS SHALL IF UNAVOIDABLE, MINIMIZED. IT IS THE CONTRACTORS RESPONSIBILITY TO 210 1 QT, 21" O.0 10% DEST114Y KENTUCK BLUEGRASS
HAVE A MINIMUM TOPSOIL BED OF 6'. PROVIDE COMPLETE PRECAUTIONARY MEASURFS DURING REMOVAL AND
RELOCATION OF ALL PLANT MATERIALS AND PROPER PROFESSIONAL CARE SI-REET UGHT 10% SHERWOOD PERENNIAL RYEGRASS
THE CONTIRACTOR IS RESPONSIBLE FOR I OrATINC.1 I&I I I IT11 Mpc im Tljr Akin LtAIKITMIAL.^� A—
FIELD. WHERE PLANT MATERIAL MAY INTERFE.-R.-E.-WTH Ull I U I TI I ES, I THE rlL 11 Ic-fXmNI,,t Ar ILK KtFLAN IING. 10% POA TRIMALIS
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT TO COORDINATE PLAZA LIGHT 5% REED CANARYGRASS
THEIR INSTALLATION.
FOR PLANTING SOIL MIX SEE SPECIFICATIONS OR PLANTING DETAILS. LAWN AREA MIXTURE
ALL EXISTING RILL, GULLEY OR CHANNEL EROSION SHALL BE FlUED WITH 5 LBS/1000 SF
APPROPRIATE BACKFILL MATERIAL, FINE RAKED, SCARIFIED AND STABIUZED FOR MAINTAINED LAWN AREAS
257. MAGIC PERENNIAL RYEGRESS
25% FIESTA if
30% CREEPING FESCUE
10% YORKTOVN PERENNIAL RYEGRASS
10% KENTLICKY BLUEGRASS
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CRADINC NOTES*
ALL SEDIMENTATION AND EROSION CONTROL STRUCTURES SHALL BE
INSTALLED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY,
-rApr%roApW1(% PI)INI)APY AW) AFMrJ4 UARK I)ATA TAKFN FROM At)TOCAr) 12 DISC.
AS SPECIFIED IN THE S & E CONTROL PLAN.
PREPARED BY F.A. HESKETH & ASSOCIATES, BLOOMFILED, CT
PROGRESS DRAWING DATED JUNE 17, 1997.
PROPOSED DRAINAGE IMPROVEMENTS, SWALES, DETENTION BASINS
THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONTRACTS DOCUMENTS
AND ASSOCIATED STABILIZATION, SHOULD BE COMPLETED PRIOR TO THE
INITIATION OF ANY BUILDING OR ROAD CONSTRUCTION THAT ARE SERVED BY
AND DIMENSIONS AND ALL EXISTING SITE CONDITIONS. ANY DISCREPANCIES
SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING
THEM. THIS WORK IS TO BE DONE IN A TIMELY FASHION, OP11MALLY DURING
WITH ANY WORK. ANY WORK STARTED BEFORE NOTIFICATION OF THE
EXPECTED PERIODS OF LOW RAINFALL.
LANDSCAPE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE SUBJECT TO CORRECTIONS BY HIM WITHOUT
ALL AREAS OF EXISTING VEGETATION TO BE PRESERVED SHALL BE FLAGGED
ADD111ONAL COMPENSATION.
AND PROTECTED WITH THE APPROPRIATE SPECIFIED STRUCTURES AND
METHODS PRIOR TO ANY CONSTRUCTION ACTIVITY. FAILURE OF THE
ALL ITEMS OR WORK SHALL BE LAID OUT AND GRADES ESTABILISHED WITH
CONTRACTOR TO ADEQUATELY PROTECT THIS VEGETATION SHALL REQUIRE
STAKES FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
SUITABLE REPLACEMENT OF DESTROYED OR DAMAGED PLANT MATERIAL AT
WORK. ANY DISCREPANCIES NOTED IN THE FIELD FROM THE DRAWINGS
NO COST TO THE OMER. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE
SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECTS ATTENTION PRIOR TO
JUDGE OF THE TYPE AND QUANTITY OF ALL REPLACEME14T PLANT MATERIAL
COMMENCEMENT OF ANY WORK.
ALL VEGETATION NOTED TO BE TRANSPLANTED SHALL BE REMOVED AND
ALL FINISH GRADES SHALL BE SUBJECT TO FINAL APPROVAL BY THE
REPLANTED IMMEDIATELY WHENEVER POSSIBLE. TEMPORARY HEELING OR
LANDSCAPE ARCHITECT.
OTHER FORMS OF INTERMEDIATE PLANT STORAGE SHOULD BE MINIMIZED.
IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE COMPLETE PRE -
PROPOSED GRADES SHALL BE FEATHERED AND BLENDED TO MEET
CAUTIONARY MEASURES DURING REMOVAL AND RELOCATION OF ALL PLANT
EXISTING TERRIAN CONDITIONS FOLLOWING ACCEPTABLE STANDARD
MATERIAL AND PROPER PROFESSIONAL CARE AND MAINTENANCE AFTER
PROCEDURES ACCORDING TO THE TYPICAL SECTIONS OR GRADE CONTOURS
REPLANTING.
AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE
ARCHITECT.
r-D1**%Q1nN ANn c_.FnIMFN�
FILL MATERIALSHALL BE CLEAN EXCAVATED EARTH, SAND, BANKRUN
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AND AS SPECIFIED BY THE LANDSCAPE ARCHITECT. UNDER NO CIRCUMSTANCES
TATION CONTROL NOTES,
SHALL THE FILL MATERIAL. UNLESS OTHERWISE DIRECTED BY DRAWINGS,
OR BY THE LANDSCAPE ARCHITECT OR ENGINEER.
LAND DISTURBANCE WILL BE KEPT TO A MINIMUM, RESTABILIZATION WILL BE SCHEDULED
ANY SURPLUS MATERIALS AND ALL CONSTRUCTION DEBRIS REMAINING
AS SOON AS POSSIBLE.
AFTER CONSTRUCTION WORK IS COMPLETED SHALL BE REMOVED FROM
THE SITE AND PROPERLY DISPOSED OF IN A LEGAL MANNER, UNLESS
SILT FENCE WILL BE IMMEDIATLY INSTALLED ALONG ALL DOWNHILL PERIMETERS, AS
OTHERWISE DIRECTED BY THE OMER.
DETAILED.
PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL VERIFY ALL UNDER-
"CALL
HAY BALES OR SILT FENCE RLTERS WILL BE INSTALLED AT ALL CULVERT OUTLETS AND
GROUND UTILITIES BY CALLING BEFORE YOU DIG* AT 1-800-922-
4455 AT LEAST 72 HOURS IN ADVANCE.
ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES.
THE LIMITS OF CONSTRUCTION SHALL BE CLEARLY DEMARCATED PRIOR
CULVERT DISCHARGE AREAS WILL BE PROTECTED NTH RIP -RAP PLUNGE POOLS, ENERGY
TO CONSTRUCTION, IN THE MANNER SPECIFIED AND DETAILED IN DRAWNGS.
DISSIPATORS AND STONE CHANNEL STABILIZATION, AS NEEDED.
CATCH BASINS WILL BE PROTECTED NTH HAY BALE FILTERS OR SILT FENCE THROUGHOUT
THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREA ARE THROUGHLY STABILIZED.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL CONSTRUCTED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE 'CONNECTICUT
EROSION AND SEDIMENTATION CONTROL HANDBOOK.
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO
CONSTRUCTION.
ALL CONTROL MEASURES WILL BE MAINTAINED IN A FUNCTIONALLY EFFECTIVE
CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONTRUCTION
PERIOD IF NECESSARY OR REQUIRED.
ADDITIONAL EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED
AS DIRECTED BY THE SIMSBURY CONSERVATION OFFICER, SHOULD FIELD CONDITIONS
WARRENT.
SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A
LEGAL MANNER WHICH IS CONSISTANT WITH THE INTENT OF THE PLANS AND
SPECIFICATIONS.
THE CONTRACTOR IS ASSIGNED THE RESPONSIBILITY OF IMPLEMENTING THIS
EROSION AND SEDIMENTATION CONTROL PLAN. THIS RESPONSIBILITY INCLUDES
THE INSTALLATION AND MAINTENANCE OF CONTROLS MEASURES, INFORMING ALL
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SEQUENCE: OF CONSTRUCTION
1. START UP OF GRADING ACTIATIES SHALL BEGIN AS SOON AS IS PRACTICABLE.
UNITED STATES POSTAL SERVICE STAFF SHALL BE NOTIFIED OF IMPENDING CONSTRUCTION ACTIVITIES.
2. FINAL GRADING OF ALL CUT SLOPES NCLUDING THE PLACEMENT OF LOAM, SEED AND MULCH
SHALL BE COMPLETED PRIOR TO THE PREPARATION OF BUILDING CONSTRUCTION.
3. MATERIAL SPECIFICATION FCR TOPSOIL, SEED AND MULCH SHALL CONFORM TO THAT SPECIFIED
BY THE UNITED STATES POSTAL SERVICE.
4. DISTURBANCE OF EXISTING GROUND SHALL BE LIMITED TO AREAS OF PROPOSED SLOPE LIMITS.
SOIL AT ANY GIVEN TIME.
5. IT IS ANTICIPATED THAT PLACEMENT OF TOPSOIL, SEED AND MULCH FOR ALL DISTURBED
AREAS SHALL BE COMPI ETED PRIOR TO FALL 1998. IN THE EVENT THAT SEEDING
CANNOT BE MET BY THIS DATE, ALL DISTURBED AREAS SHALL BE TEMPORARILY
MULCHED AND SEEDING SHALL BE COMPLETED AS SOON AS POSSIBLE.
THIS SITE IS LOCATED ON THE CORNER OF ELLINGTON ROAD (RT 30) AND CLARK STREET IN
SOUTH WINDSOR, CT. THE 3.14 ACRE SITE IS UNDEVELOPED, AND COMPRISED OF GENTLY
ROLLING FIELD TO A LOW POINT RUNNING THROUGH THE SITE. THIS LOW POINT IS DEFINED
RY A cMA11 POND TO THF NORTH AND A SEASONAL BROOK RUNNING NORTHERLY TO AND
UNDER RTE. 30.
THE DEVELOPMENT OF THIS SVE INCLUDES THE CONSTRUCTION OF A ±22,600 S.F UNITED STATES
POSTAL FACALITY WITH ANCILL)JRY CUSTOMER PARKING AND EMPLOYEE PARKING AND LOADING.
FACILITIES.
THERE ARE NO WETLAND DISTLIRBANCES AN11CIPATED DURING THE CONSTRUCTION OF THE PROJECT.
UTILITIES ARE LOCATED BOTH AT THE CORNER OF CLARK STREET AND DEMING ROAD, AND ALONG RT. 30.
THESE UTILITIES WILL BE EXTE�MED TO THE FRONTAGE OF THE PROJECT, AND CONNECTED. DRAINAGE
OF THE NEW DEVELOPED SURFACES WILL BE DISCHARED INTO A DETEN11ON BASIN PRIOR TO
DISCHARGE TO THE ABOVE MENTIONED BROOK. ALL SEDIMENTATION AND EROSION CONTROLS WILL BE
INSTALLED PRIOR TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE UNTIL THE SITE IS STABILIZED
STABILIZED IN ACCORDANCE ATH THE PLANS.
DI
-7.
7 6'
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PROPERTY LINES
EXISTING CONTOURS
PROPOSED SPOT ELEVATION
98 PROPOSED CONTOUR
4 7
DRAINAGE MANHOLE
(See Utility & Drainage
Dwgs.)
CATCH BASIN / YARD
DRAIN
(See Utility & Drainage
Dwgs.)
PREFORMED SCOUR HOLE
(See Utility & Drainage
Dwgs.)
EXISTING EDGE WOODS
TO BE REMOVED
EXISTING EDGE WOODS
TO REMAIN
PROPOSED SILT FENCE
CONTRACT LIMIT LINE
PLASTIC CONSTRUCTION FENCIN17
CONTRACT LIMIT LINE
STROCTION �RV+-
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SOIL STOCKPILE AREA
DIRECTION OF DRAINAGE FLOW
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SOIL TYPIES,
Eo ELMWOOD VERY FINE SANDY LOAM
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NOTES
1. CPP CORRUGATED POLYETHYLENE PIPE SMOOTH WALL INTERIOR PIPE.
2. C.D.O.T. TYPE 'A' GRATES TO BE USED FOR ALL CATCH BASINS.
3. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT PROPER STORM
DRAINAGE IS MAINTAINED THROUGHOUT CONSTRUCTION.
4. CONTRACTOR SHALL PROVIDE TRENCHING FOR CONSTRUCTION
OF UNDERGROUND ELECTRIC, TELEPHONE AND CABLE TV SERVICES.
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft
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