HomeMy WebLinkAboutLot 3 Combo & ReconfigSNET
89*46"28" 2044
R = 25.00 SNET
L = 39.17' 2045
CHD. BRG. — N77&40'21 "E 6
CHORD = 35.29' LT S 29*11'50" E
2046
35.00'
SNET OVAO Mon J)ro
S5 7*2625 "E 2047 ov(161 I -el NIF
100.00' 0 S 00'5843" E 13RUNO MEYERS
485) % -I
- 64 0 30.75'
1 -169 'jo/. HEL
SNET P 7 -f)92 A9 00 VOLUME 266, PAGE 770
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S 8*40'56" E
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WF,,4 AL
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WETLAND
3- 4
\A AREA AfF#4-2 N 32-47'07" E
AL ALI13F15
L 1 5 A _ 15
p1r>•
00\\ IAO`6".
1�"�-GARAGE Monument �j 01j .06)
AL AL r (set)
WF,f4-25
3*0 S 4048'0 1" E
WFJ4-11 Monument rcl� M " TION M A P
59.58
(set) wF A 9'40-'27 LOCA
AL R 325.00 WF15-1
00'
L 54.87' SCALE: T' 1
No
CHD. 8RG. = N 37*37'20" E
CHORD = 54.81
WF,4430' LOT 1
I ; WF15-5 7 Drill Hole
21 °35 `41 pl. #2 SACHATELLO INDUSTRIAL DRIVE (found)
R = 325.60' (ORIGINALLY 617,550± SF or 14.177± Acres NIF
WF#4-35 Monument L = 122.49' RECONFIGURED @ 370,435± SF or 8.504± Acres) MAS TEL 0, L L C
(set) onument CHD.BRG. = N 53° 15'24" E -910
et) CHORD 121.77 (ASSESSOR LOT 005/027-018) WF#,5-10.4L 0>1
WF
15
15-115 >
Ag I �>
N 64#03'15 E j AL NIF
60.25' ROY ARCHAMBAULT
Ak
Ir -1 - - 18"'Trea S 24*2454" E
LOT 13 t -c- I w/fence NIF
A-5 LOWELL MEYERS
#1 SACHATELLO 90- 1 WETLAND < 89.29'
AREA A&
INDUSTRIAL DRIVE 20'Tree
(ASSESSOR LOT 005/027-001) WF f5-20 w/fence
AL AL -35
LOT 2 �60 '44
ro�
000 �-
#10 SACHATELLO INDUSTRIAL DRIVE %
19C Qi 000.09 5-25 NJ
S-4 I I , ly Drill Hole
(ORIGINALLY 134,061± SF or 3.07± Acres PROPOSED DRI 4 AL AL (found)
RECONFIGURED @ 95,680± SF or 2.197± Acres) 1 0• W45-30 00000' S 19"58**38 E
A 00
0 . b,?� I - 0
ASSESSOR LOT 005/27-11 r,4 Arb, -.--# 81.24
16011'59" E
C� �0100 - S
Rebar
(found)
ft-qbl 86.94' 1
AL
�07
WFII-115 S_ .928 E
�A WF,41-105 WFft-110 1 Z5 1 ree
25-5. 27.47' w1fence
6'
4,5
oe ORIGINAL LOT 3 AREA 2.21 Acres
S
0opas Acres 14*43'48 E
Al WFJI-120 COMBINED & RECONFIGURED LOT 3 + LOT 12
REF,,O, W
IRON PIPE
LOT 14 r -0 ORIGINAL LOT 12 AREA 6.85
24.62
157
#9 SACHATELLO <
Iron Pin WIREI WFJ7-1
INDUSTRIAL DRIVE I Iftw . LOT 3 (set) 1-95 WF11-100 AL WETLAND 6,> 8/ A_' WFf I - 12.5 AREA 607,710—' SF or 13.951± Acres REC.
5C I�A AREA WF16- I
(ASSESSOR LOT 005/027-002) 25 -6. AL AL 18 "TREE W1
(C) 6 , 45
8 SACHATELLO
VIRE WF446-5
q . . -p
%%_1 1+ x
A.LUAL DRIVE F11- 0
-tv) 19 1., & '1� AL
Qj SS SOR LOT 1-130 AL NIF
CO 14DI)VO AL LOT 8 'N
oo 27-010 M & AL 0) RICHMOND READY MIX
WETLAND /V CC)
ct�
.0-001- 1$ VOLUME 365, PAGE 925
AREA #325 "6, AL %_1
AL WF,47-5 AL
BUTLERTOWN RD
"W
(ORIGINALLY LOT 9 WETLAND WF18-5 S660,3859'
AL AL
28-,56`jy, LOT 7 202,856± SF or #315 BUTLERTOWN ROAD AREA r 68.52'
w 4.657± Acres (ASSESSOR LOT WFj 1 - 140
Y_ I if AL
N #335 BUTLERTOWN RD WFfl-135 IL I'
6. WFj I - 142 AL
QS ASSESSOR LOT RECONFIGURED @ 005/027-014) IL
LOT 15 182,366± SF or LOT 10 UPLAND S72*4228
#17 SACHATELLO Iron AL 005/27-012 1 4.187± Acres) #305 BUTLERTOWN ROAD AL AL IL WF18- I AREA, WF18- 10 69.08'
(set) ASSESSOR LOT Wjf8 17
INDUSTRIAL DRIVE LOT 4 \7 WFJI-80 (ASSESSOR LOT 005/027-015)
L DRIVE) AL 005 27-13 P161
(ASSESSOR LOT (#26 SACHATELLO INDUSTR�A
005/027-003) (ASSESSOR LOT 005/0 —009)
oLOT 11
2L
#279 BUTLERTOWN ROAD 0)
WF11-76
(ASSESSOR LOT 005/027-016)
AL
REMAINS OF
BARBED WIRE
FENCE
NOTES:
1. "THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1
�THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS
r) kAADQ IN THE STATE OF (-,OKI M-Tlf-HT" AS ENDORSED QV THE CONNECTICUT AQ r) [ATIn
LJ -ij ij,
t ,
APR 1 2 2007
By
IT" - 100' 0 100' 200'
OF LAND SURVEYORS, INC.
SCALE: 1 100'
A. TYPE OF SURVEY: BOUNDARY/RESUBDIVISION
B. BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY OF PERIMETER
ORIGINAL SURVEY OF PROPOSED LOT LINE
C. HORIZONTAL ACCURACY: CLASS A-2
VERTICAL ACCURACY: CLASS N/A
TOPOGRAPHIC ACCURACY: CLASS N/A
D. INTENT: TO COMBINE LOT 3 AND LOT 12 OF LOMBARDI BUSINESS PARK SUBDIVISION
BY RECONFIGURING LOTS 1, 2 AND 8.
2. LATEST DATE OF FIELD INSPECTION: 7/6/06
3. MAP REFERENCE: SUBDIVISION PLAN PREPARED FOR LOMBARDI BUSINESS PARK, ZAIST
PROPERTY, MONTVILLE, CONNECTICUT, SCALE: 1"=100", MAY 2004, JOB I.D. NO. 03-972
SHEET NO. 2 BY BOUNDARIES, INC.
4. THIS SURVEY AND MAP ARE VALID ONLY IF THE PRINT OR MYLAR HAS THE EMBOSSED SEAL
AND LIVE SIGNATURE OF THE SURVEYOR
CLA
TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY
CORRECT AS NOTED OR DEPICTED HEREON.
ROBERT L. m1j/L/Lt9,- LJCS.#12331 —D �TE
4/12/07
1 3/1/07
No. I Date
VPLA Engineers, Inc.
CIVIL - STRUCTURAL - SURVEYING
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LANDSCAPE SCHEDULE
KEY BOTANICAL NAME COMMON NAME SIZE QTY
KL KALMA LATIFOLRA MOUNTAIN LAUREL
VR VIBURNUM RECOGNITUM ARROW WOOD VIBURNAM
CA CLETURA ALNIFORTRA SWEET PEPPER BUSH
_JiI I
2 GAL. 8 r a
>\
2 GAL. 8
WF#5-11 IN >\ 4e
>\ >
2 GAL. 8 WF#5-12 ;N 3 ;N �N WF 5-35
Ap
>\
F
1151 >
>\
WF 5-15 5 Wf#5-.�l 3 >\ >\
>\
>\
WF 5-t4 3 3 3>\ 3 WF#5-34
1% >\ >1 '� /
WF 5-16 3A
A
1. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI 260.1f>\ >\
.000 TH 12C ip-TH 12A
AMERICAN STANDARD FOR NURSERY STOCK.
ALTERNATE MOUNTAIN LAUREL, >\ X >\ >\
2. NO SUBSTITUTION OF PLANT MATERIALS WILL BE ALLOWED WITHOUT THE PRIOR WRITTEN CONSENT
ml
ARROW WOOD VIBURNAM� &
OF THE PROJECT OWNER.
WF#5 33
3. SHREDDED HEMLOCK BARK MULCH OR EQUAL, SHALL BE USED AROUND ALL TREE AND SHRUB SWEET PEPPER BUSH ALONG >\ >\ >\
CLEARING LIMIilS. >\ WETLAND AREA >\ >\
PLANTINGS AS SPECIFIED IN THE DETAILS. >\ >\
4. ALL PLANTS AND TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE FULL YEAR AFTER INSPECTION PLACE PLANTING ±6 $ OA WF#5-17
AND ACCEPTANCE BY THE PROJECT OWNER, AND SHALL HAVE AT LEAST 80% HEALTHY GROWTH AT WF#5-32 r FUHMEH Lu 2
THE END OF THE GUARANTEE PERIOD.
>\ A
5. ALL DISTURBED AREAS SHALL BE LOAMED, SEEDED, FERTILIZED AND MULCHED. >\
>\
W 5 -
GRAVEL ACCESS DRIVE >\ WF 5-31 ME SHEET
40�
WF#5-20
(SEE DETAIL) >" 230�-'''� \
WF#5-30
WF#5-29
al
>\ >\
WF#5-21
>\ TH 12D
2" OF BARK MULCH LAY BACK BURLAP FROM PROVIDE
WF#5-22�4 >\
TOP AND SIDES OF BALL
pw
--LRAIL WF#5-25 SILT FENCE (TYP.)
"fF#5-23 WF#5-27��
J TH 12B
WF#5-28
%�\� = Y ���/ ' \ ---- `o WF#5-24 WF#5-26 WF#5-29
PREPARED PLANTING MIX
BACKFILLED IN 6" LAYER
WATERED SUFFICIENTLY T
PROPOSED LIMIT OF
THOROUGHLY SETTLE SO REE & SHRUB CLEARING:
6"
THAT NO AIR POCKETS ±4' FROM EDGE OF
Nf�\
ARE PRESENT �y
, 7"
PROPOSED ROAD (TYP.)
BALL DIAMETER UNDISTURBED SOIL
L0ft 61T 1
2X BALL DIAMETER A WF#1 -117 232
f Zj N NnE3 DETAIL WF#1-112 WF#1-116 >\
"H R U B PLAR"TIOL
NOT TO SCALE
EXISTING PROPERTY
LINES (TYP )
PROPOSED PROPERTY
LINES (TYP.)
\ � ---�_ �--f / —.�----"max at _
---,WF# 1-115 _4
I
WF#1-118
WF#1-191 rw#1-122
/ / 3 WF#1-124
0F# 1 - 1 13>\ WF#1-127r WF#1-128 Xz__
WF 1-111 ikF#1-114
WF 1--126
_ �- / 3 3WF#1 7
_�l 20�' WF 1-123
WF 1-109 WL77LAND AREA WF# -125 WF 1-129
wyl-110 WF#1-119 9 -CWF# 1-13a
.
/ j Y10 >\ >\ ��WF#1 - 131 WF#1 -132
3' - WF#1-133
WF#1-108>\
>\ A 7 -2 -
— I - --------- ;;
-1 >\ - —\— > >\ >\ >\
-IT 7 >
>\ >\ i� —:�,
>\ >\
>\
WF# 107 33 3 >\
>\ >\
2�:28
>\ >\
>\
WF#1-104 WF#1 105 A >L'T
LO>
T
U3 >
TH 2B z A > N
>
. , >
>WF#_1 - 10
TH 0 ��z :�\
A
WF#1-103 'w, 0 80,
/ j j
>\
>\ >\ SCALE: 1 "=40 "'O'SION"I CON'TROL & SEDIR A ENT A TIO& 0 NAH"ATIVE
Emu M A N H
V WF#1-102 1V >\ >\ 3 3
1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND
>\ CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE WETLANDS OFFICIAL.
>\
PT2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE
F!# �1 1 Q 1 >\ EXISTING GROUND DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF
(ryp.) DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICIAL.
20' WIDE ACCESS DRIVE 3. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST WEEKLY AND
WF#1 -96 Y2t*/FT )�"/FT AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS NECESSARY.
WF#1 -97 >\ >\ L(IN)IT 4. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND ANY TEMPORARY
>\ STOCKPILE AREAS.
5. TOPSOIL SHALL BE RE-APPLIED WHERE APPROPRIATE TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES.
TH 2A WF# 1 -98 y#1 -2) 00
�,� r . W - - =j± 6"
WF# 1 -93 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS RE-ESTABLISHED. ONCE STABILIZATION HAS
TH 2C F#1 -95 12" COMPACTED GRAVEL BASE BEEN ACHIEVED THE ENVIRONMENTAL PLANNER SHALL BE CONTACTED TO INSPECT CONDITIONS PRIOR
NATIVE GRAVEL MATERIAL MAY BE USED TO REMOVAL OF EROSION AND SEDIMENTATION CONTROL MEASURES.
REMOVE ALL ORGANIC MATERIALS
NOTE
7 Qf7E7nIKIr_% SHOULD TAKE PLACE DC-111AICEW A0011 I AND IHKIC A
3D
w
3C
wy r ff I -�J/_ WITHIN MIN KVIAU luirl FN V�2val [�.) M"Id u%-AVOLIN 1.
i4 LOAM, SEED, FERTILIZE & MULCH 8. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED ACCORDING TO
A >\ WF#15-94�' WF� 1 - 9)9 ALL DISTURBED AREAS. 6" THICK CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.
PROCESSED GRAVEL SURFACE
A ON -ON A 9. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UNTIL ALL DISTURBED AREAS ARE
AVEL E'S "RIVE DETAIL
A u u %5 1.) STABILIZED AND REMOVAL IS APPROVED BY THE TOWN OF MONTVILLE WETLAND OFFICIAL.
�wF#�-91 NOT TO SCALE
>\
>\
k �;N - >\
0
A
"E"ET TV1E ""VER
INL-APD'WETO3 33ND VARIES (SEE PLAN) 2' V U A V LAJ
%Ff-1 -90 LIMIT (TYP.) "�Ow
3 3MIN. SEED MIXTURE FOR THE STORMWATER BASINS SHALL BE THE "NEW ENGLAND EROSION CONTROL/RESTORATION
I I NEW ENGLAND ROADSIDE MIX FOR MOIST SITES" FROM NEW ENGLAND WETLAND PLANTS, AMHERST, MA
MATRIX UPLAND SEED MIX
WF#1 89 TELEPHONE NO. 413-548-8000
3 3 '��., I �I + � li t , � i I ' 3'
4 THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX CONTAINS A SELECTION OF NATIVE GRASSES AND
4 >\
2
2 WILDFLOWERS DESIGNED TO COLONIZE GENERALLY MOIST, RECENTLY DISTURBED SITES WHERE QUICK GROWTH
WF#�-8d, >\ PROPOSED GRADE OF VEGETATION IS DESIRED TO STABILIZE THE SOIL SURFACE. THIS MIX IS PARTICULARLY APPROPRIATE FOR
>\ >\ NEW ENGLAND EROSION DETENTION BASINS WHICH DO NOT NORMALLY HOLD STANDING WATER. THE PLANTS IN THIS MIX CAN
4" TOPSOIL CONTROL RESTORATION MIX EXISTING GRADE TOLERATE INFREQUENT INUNDATION, BUT NOT CONSTANT FLOODING. IN NEW ENGLAND, THE BEST RESULTS
WF1 - 7
>\ ARE OBTAINED WITH A SPRING SEEDING. SUMMER AND FALL SEEDING CAN BE SUCCESSFUL WITH A LIGHT
# ;�
x >\ MULCHING OF WEED FREE STRAW TO CONSERVE MOISTURE. LATE FALL AND WINTER DORMANT SEEDING
>\ 1 DIDInD TO STOCKPILING nKI LOT I e) THE CCT%IkAC-K1TAT1r%K1 DAC-11KIc REQUIRE A SLIGHT INCREASE IN THE SEEDING RATE. FERTILIZATION IS NOT REQUIRED UNLESS THE SOILS ARE
YFAI 86 PARTICULARLY INFERTILE.
SHALL BE PROPERLY GRADED AND STABILIZED.
>\ �OT 7 >�
F 1-853
2. STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE CONTROLLED AND
>\ >\ 3 DIRECTED TO THE SEDIMENTATION BASIN THROUGH A SERIES OF SEED Mmu LBS. ACRE LBS.Z10OO S.F.
SWALES AND/OR BERMS.
NEW ENGLAND EROSION CONTROL/RESTORATION MIX 35 0.80
3. SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE SEDIMENTATION
WFj 834 >\ 4" CLEAN FILL—Z/ BASINS WHEN SEDIMENT ACCUMULATION REACHES ONE HALF OF THE WET
Aft 3 STORAGE VOLUME.
>\ A III A 0% IS A Wft A 1-%, 1& N
LVAM & SEED CR OSS- SECTI ON S"E 0 D" M E NITA TION's bAti N Uff"ETA IL
4
4 NOT TO SCALE
NOT TO SCALE
K#2-83 >\ 3 3 3 F11TFR FARRIr WITH
-
0-0
I I FLOW #1 _0 i uwn ui munwme, waonneu
r Proj. Engineer
-L6-
WF# 1
ke_ 4•
K.J.H.
Holl Lombardi Land Holdingms. LL'
KOODnWCn OV THE TnIAIM CMONTVILLE 01 AKIKIIK[r\ A
12 MIN. —tliu = 46 -111.
C'__> IC"-> C_�,
Date:
"ion & ww'keconflauration
NATIVE SOIL ZONING COMMISSION ON•Lot uombinax K 19 /1 A /np,
PREVIOUSLY APPROVED
LOT 3 DEVELOPMENT
NOT TO SCALE
STaNE BERM
NOT TO SCALE
SIGNATURE
DATE
•.S jNo. 2432Nt
9 .0 /,4fOl; sLombardi Business F'J'hark Sheet No.
N djS
NAL
Proposed Gravel Access Drive Plan
wr#5-so
�
»
/ ~
Y
\ `
\
�
PROPOSED CLEARING
\ Uk4[TS (TYP.
` )
Job
TH 12E
238
WF#5-35 PROVIDE CONTINUOUS LINE
TH 12H OF SILTFENCE ALONG CLEARING
LIMITS UNTIL STONE
BERM IS COMPLETE AND
TH 121 STABILIZED (TYP.)
WF#5-34 TH 12C PT 12
TH 12F
TH 1 2G PROVIDE CONTINUOUS LINE
PROVIDE STONE OF SILTFENCE ALONG CLEARING
PROVIDE 3' HIGH
CHECK DAMS LIMITS UNTIL STONE m
STONE BERM (TYP.) WF#7-2
ALONG PROPOSED BERM IS COMPLETE AND
WF#5-�3' (SEE DETAIL) BERM (TYP.) STABILIZED (TYP.)
TH 12J
X/
I PROVIDE SEDIMENTATION BASIN:
2/31.0 1.2 AC. OF DISTURBANCE g
258 CY PROVIDED -5 V
INV
FORMER LOT 12
'(STOCKPILE AREA)
231.0 WF#7-4
PROVIDE STONE
CHECKDAMS
ALONG PROPOSED
TH 12D
01
GRAVEL ACCESS DRIVE TH 128
(SEE SHEET 2) PROVIDE 3' HIGH WF#7-6
STONE BERM (TYP.) to po
PROVIDE SEDIMENTATION BASIN: (SEE DETAIL)
1.4 AC. OF DISTURBANCE
345 CY PROVIDED
234
M VON
AD
10 1 -till III— I
toll -
EXISTING TRAIL
BMW-
�\
o�