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HomeMy WebLinkAboutLot 3 Combo & Reconfig002N sN, T .. A = 89.4628" 2044 R = 25.00 SNET \ L = 39.17' 2045 CHD.BRG. = N77.40'21 -,o CHRD = .35.29 SNET oy� � S 29`11'50" E 1 206 35.00' SPIET { c S5 7®2625 "E 2047 a� o S 00'58'43„ E NIF 100.00 11 s�., �;' dRUNO MEYER� 01.6 —_ ° T \ 30.75 SNET �� 7;0"9 3 /�0 --� � 6.19 ,� q400d VOLUME .266, PAGE 770 ff--�-�o a Office ` ,��( �,, �P �° S 8`401'56" E H SNET, Pr~� 49.99 , " _0+9 o�u't' j S 3' 12 7 F y 4, SNET est fs \ � r jb • e.0e e \ > 58.W 6 05tJ { (set) ��0num / r 5,ai4 emo�ed) � t�e� of F A pl�o�'Umer� i Shed {�o be ,, Ate- (se v - - ,4 ua? ,.. en ase � � - � �--"� ,y WF4— 15 AILr ager alk ARL - L 1, AL t V'FTLAND_ � � - WFJ3 �� [� AREA T /tifFJ4-2 �` \ I N 32`47'07" EAL AL � otrAL� —� F`3-� J-15 168.95' GARAGE \AL Ak Monument A AL,� (set) Y r tv ry { -91 ' V `F i WF,y14-25 4448'0 r WF14-11 � � v�%Monument � � r��' 5.58 � {set) p = 9440'27 ' F R _ 325.00' WF15-1 z L - 54.87 CHD. BRG. = N 37'37'20" E CHORD = 54.81 5" Y WF14-30LT 1� t ` WF05-5 19, Drill Hole 21@35"41" #2 SACHATELLO INDUSTRIAL DRIVES `ate'' (found) R = 325.00' (ORIGINALLY 617,550± IF or 14.177± Acres NIF W14J5 Mot f -L 122.49' , r RECONFIGURED 3`0,4S5f or B.vC}4- Acres) iTE1 LLC (set) � ument CHD.BRG, = N 53 15 24 � — — rr• let) CHORD = 121.77' (ASSESSOR LOT 005/027-018) WFI5-10� � tJj, �. N 64`03' 15" E -t AL N/F _ 60.25' s 2 ROYRCHAJVli3,/1ULT 18'Tre-S 24'24 D4" E LOT 13 m ' w1fence � � � � 61 •�8 WETLAND �� � 89.29' �,. ' 2 #1 SACHATELLO AREA A INDUSTRIAL DRIVE - t �. �� -P6' �. NIF 0WE1 L MEYERS Cheszerf 1 e l d Davis Pond Cl daub LV%OATIwilm MAF: S�1 (ASSESSOR LOT 005/027-001) ' �¢�WFs-2o 11L AL wlfence ! S� s`t1C WF5-35 LOT 2 ' 10 SACHATELLO INDUSTRIAL DRIVE `� �WF;`5-25 v (ORIGINALLY 134,-061± SF or 3.07± Acres 14 -'` RI A - �� � rill poseai / RECONFIGURED @ 95,080± IF or 2.197± Acres) p1 �.. WFj�6-3o o` 22°� c ) S 19°58'38" E l ASSESSOR LOT 005/27-11 6k•t�2 X5'0 ��\.0010, �2" 81.24' S16411'59** Rebor _ XE {found)c> 10'3928" E LST (� 08' C//y�r '�` WFJ1-175 1 WFJ1-1 to � 18"tree WF81—iQ5 \ 27.47 25°s6,4s,t/' , "' ORIGINAL LOT 3 AREA 2.21 ± Acres W/fend >1 y '0 ' _ F r� 14'43'48" E yo©F /�� ORIGINAL LOT 12 AREA 6.85± Acres , $,- , L O T 14 PRo �� p �' �� �c �. 2 x/ST c: S Po rro 9© .� �, ,9 ,5 >> WF,41-120, - RECONFIGURED TOT 3 +LOT 12 ` *- r x'49, 24,62 �, _ ; COMBINED &: RECONr� IC #9 SACHATELLO ��tvc _ WF1=rr� ```�� �, �'q// 1 fi TRE w/ 7g fRonr Prn� >> f r,or7 Pfn , . �: � AREA = 607,710-± SF' or 13:951-± Acres wtRE W -1 9 INDUSTRIAL DRIVE :LOT 3 {set) wFi1-s5 :�1 WETLAND - 1; $6„ REC. �o l_ 3 r WF1 125 (ASSESSOR LOT 005%027-002) �^ ARI=A N 9 8' REE W/1 WFIC,-7 8 SACHATELLO � �, �r TRIAL DRIVE`_ Fit -90 > � 1 ,�' �,,,AL \ WIRE j 1.49.1 ') RICHMOND READY M ,o BUfofNc IS SOR LOT N AL LOT $ 00 /27-010 ` IX EETLANW AREA D 325 ( 21 °Q �" IL VOLUME VOLUME 365, PACE 925 WF111-85 ( ( WF }7-5 �� ►`. I BUTLERTOWN RD LOT 9 �4' � iJ (ORIGINALLY WERAND WF.,�--10 wF#&-$-- S66 38 59 W AREA 28',56'1 0 LOT 7 202,856± SF or #315 BUTLERTOWN ROAD I 68.52' ' 3 W �� 4.657± Acres 1 (ASSESSDR LOT 1.,, WF,�1-140 WF�7-11 #335 BUTLERTOWN RD L?ECDNFIG RED @ S }�-# ,# WFft-135 6.��� O05/OFA �-01` ) AL LOT 15 � ASSESSOR LOT 182,366± SF or j LOT 10 t UPLAND S72`42'28"W 005 27-012 1 � 8— AREA ' SACHATELLO ` C % 4.187± Acres A %,,, WF,� r 69.08 Iron Pin } 305 BUTLERTOWN ROAD AL #17 �ACrIATELLO ���,��, r� +� , #` - , (gat)- Ar�r..1��r�OR L03 WF18-70 INDUSTRIAL DRIVE / �, LOT 4 _ \ wF1-8° / o '? ASSESSOR LOT 005/027-015) 2 • &WFr-t� 005 27-13 .� / } T �6, s� wFs-7a (ASSESSOR LOT (#26 SAOHATELLO INDUSTRIAL DRIVE) o -005/027-003} ,� (ASSESSOR LOT 005/03Y=009) of 1 .Q, LOT 11 \� •`� #279 BUTLERTOWN ROAD °' I ., ' WF1t-' (ASSESSOR LOT 005%027-016) 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 AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION 100' 0 100' 200' OF LAND SURVEYORS, INC, I HAVE. DELINEATED THE WETLANDS ON THE PROPERTY IN, THE FIELD AND HAVE REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY SCALE: 1 "=100' A. TYPE OF SURVEY: BOUNDARY/RESUBDIVISION SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. B. BOUNDARY DETERMINATION CATEGORY: DEPENDENT RESURVEY OF PERIMETER ORIGINAL SURVEY OF -PROPOSED LOT LIN C. HORIZONTAL ACCURACY. CLASS A-25 VERTICAL ACCURACY: CLASS N/A ROBERT C. RUSSO DATE TOPOGRAPHIC ACCURACY: CLASS N/A CERTIFIED SOIL SCIENTIST L.A Enumineers, Ina, D. INTENT: TO COMBINE LOT 3 AND LOT 12 OF LOMBARDI BUSINESS PARK SUBDIVISION BY RECONFIGURING LOTS 1, 2 AND 8. CIVIL'STRUCTURAL • SURVEYING 2. LATEST DATE OF FIELD INSPECTION: 7/6/06!1 3/1/07 No Changes to This sheet 317 Main Street Norwich, Connecticut PLAN t Q�Q TO 'MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY (860) 886-1966 Fax 860 886®-9-1 &5 3. MAP REFERENCE: SUBDIVISION PL 1'� PREPARED FOR LOMBARDI BUSINESS PARK, RK, ZAIST Fax PROPERTY,. MONTVILLE, CONNECTICUT, SCALE: 1 "=100', MAY 2004, JOB I.D. NO. 03-972 CORRECT S OTED OR DEPICTED HEREON. No. Date Revision SHEET NO. 2 BY BOUNDARIES, INC. ion & a Project No. #3 �m���#�r I-3187 4. THIS SURVEY AND MAP ARE VALID ONLY IF THE PRINT OR MYLAR HAS THE EMBOSSED SEAL ROBERT EN, L.L.S. 12331 ATE Proj. Engineer AND LIVE SIGNATURE OF THE SURVEYOR PropertyRLAI of - -SII Lombardi i Date: 1r;J ,7 12/14/06 Lombardi Business Park Sheet No. 18 Sachatello Industrial Town o Montville, Connectiout 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 LA'NU,%jUArE NOTES: WF 5-9� J WF#5-8 _ �F#5-36 2 GAL.'` 4'tF5-11 ` 2 GAL. 8 } , 3 � -- 2 GAL. 8 WF#5-12 � � 3 3 I � ,`, 4 � WF#5-35 !� 3 3 WF#5-15 rwT#5 X13 3 3 , 1. ALL PLANTS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST EDITION OF ANSI .260.1, 3 AMERICAN STANDARD FOR NURSERY STOCK. - J y y } y , y TH 12c �;; 1%A 2. NO SUBSTITUTION OF PLANT MATERIALS WILL BE ALLOWED WITHOUT THE PRIOR WRITTEN CONSENT ALTERNATE MOUNTAIN LA REL, � � � � � ,,-� � � � 3 � � � } , � � � tZ3.3 OF THE PROJECT OWNER. ARROW WOOD VIBURNA � & 3 j 3 3 7 Q' ". 11 H A HAI P � AR I)ND ALL TREE AND SHRUB SWEET PEPPER BUSH ALONG a _, 3 3 ,± IREDD�D HEMLOCK BARK MULCH OR EQUAL, SHALL B_ J�,�D 0 , PLANTINGS A5 SPECIFIED IN THE DETAILS. CLEARING LIMITS. ' WETL ANDS AREA ' 3 4 4. ALL PLANTS AND TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE FULL YEAR AFTER INSPECTION WF'5-17 ' 3 PLACE PLANTING �fi O.C: # � AND ACCEPTANCE BY THE PROJECT OWNER, AND SHALL HAVE AT LEAST 809 HEALTHY GROWTH AT 3 3 3 3 3 d - THE END OF THE GUARANTEE PERIOD. 3 3 } y wF#_? 3 5. ALL DISTURBED AREAS SHALL BE LOAMED, SEEDED, FERTILIZED AND MULCHED. >\ , 3 AA101P \ 2" OF BARK MULCH PREPARED PLANTING MIX, BACKFILLED IN 6" LAYER: WATERED SUFFICIENTLY Tt THOROUGHLY SETTLE SO THAT NO AIR POCKETS ARE PRESENT NOT TO SCALE EXISTING PROPERTY LINES (TYP } f x. (SE `` ;, . GRAVEL ACCESS DRIVE 3 d —E S' Er�T 3' ) ±2O WIDE � � � � � � / �, f>� / 3 SEF_ DETAIL �� WF#5-20 3 �---_ � �' � --� y X30 — A AV WF#5-29 nor WF#5-21 >\/ %A TH 12D TAY BACK BURLAP FROM r WF#5-12 ,3 PROVIDE .' TOP AND SIDES OF BALL / 2,. TRAIL WF#5-23� WF#5--25 3 - WF 5-27 �% SILT FENCE (TYP.} d� 3 # TH 12B _ 9 1 f 3 _ t_ iS-=R � _ �,. WF#5-24 WF#5-26 wF#5-29 y� ` VI - PROPOSED LIMIT OF TREE � SHRUB CLEARING: ±4' FROM EDGE \ OF PROPOSED ROAD (TYP.) `--- vl•�DITUR�1=D s01LAMA / --A PROPOSED PROPERTY LINES (TYP.) r r I nT 4 -- ,� 234 -_ WF# 1-1 17 ----_ _" --� _ 232 ff Aw WF# 1-112 >\ %000 vftw s J WF# 1-115�t _ j , > 3 WF# 1-1 18 =, _ SP �� + .,--• `----� _-----� YYF# 1-121 V'fF# 1 1 <2 '� � "� �-' 1j ` - y Y� _'``-230------_ � � WF#1-124 --_-- V1F# 1-127 CWF# 1-113 aWF# 1-114 ---- ' �- WF# 1-111 ;� "-�- -'--- �'- -- -� WF# 1-128 , y _ '. /` WF# 1-126~ t F#1-120-' >\ WF 1-123 WF#1-109 3 # WF#1-125 / WETLAND REA 7 k 3 3 3 WF 1-129 # - 3 # WF 1-130 F. 1--11J 3 WF�1-119 ,, JI WF 1-132 7 � 3 � � � � \� � tw,F#1-131 ff _ ��_ �' WF#1-133 n P.F#1 108 WFLW- 107 3 3 y -2 >\ Q8 '\ �'-- 7 �_ 3 �_ y 3 L qa` T -94ft LOT JQ TH 2B �" _�- WF#1-104 WF#1-105 �� 'A 7 , 7 �' , 3 - -1 WF#,1-10 TH f 0 3 WF# 1-103 0 40' 80' �3 SCALE: 1 "=4.0' pw � _ER0 SI CT L EAETTI- � �~'--;. r WF # 1-102 3 � f 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND } >\a ' � >N /�>\CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE WETLANDS OFFICIAL. PT 2 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE EXISTING GROUND DISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF j f (TYP') 20' WIDE ACCESS DRIVE DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICIAL. a 3. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST WEEKLY AND / / WF 1-96 �-� , %, „ T AFTER EVERY STORM EVENT AND REPAIR AND MAINTAIN AS NECESSARY. �' iF Y � 4, STAKED .HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND ANY TEMPORARY 2 y 3 t6" STOCKPILE AREAS. 3 , 5. TOPSOIL SHALL BE RE-APPLIED WHERE APPROPRIATE TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. TH 2A WF 1-93 WF#1-98 µl�F#1 X100 - _ Y f # _ Y - 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEG ATIOii IS RE-ESTABLISHED. ONCE STABILIZATION HAS / } 3 12>, COMPACTED GRAVEL BASE TH 2C WF#1-5 � 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 3D ' 3 � 3 REMOVE ALL ORGANIC MATERIALS =s WITHIN ROAD WIDTH 7. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND OCTOBER 1. 11-5-01 3 f LOAM, SEED, FERTILIZE & MULCH r- » 8. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE MELD SHALL BE SOLVED ACCORDING TO 7 WF,`1-ss- ALL DISTURBED AREAS. 6 THICK CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. R� � WF# 1� �4 � � � / PROCESSED GRAVEL SURFACE �R�l� 3 _9. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UNTIL ALL DISTURBED AREAS ARE __ Ew _-_l AIL STABILIZED AND REMOVAL IS APPROVED BY THE TOWN OF MONTVILLE WETLAND OFFICIAL. GHAVML A U S -S D I V/a WF# -1-91 .tea > NOT TO SCALE FINLAND WET NDVAI VEGETA TIVE RES 2 w SwF A-90>\ , 3 LIivII T y 1 -- fi 0 ```� MIN. NEW ENGLAND ROADSIDE SEED MIXTURE FOR THE STORMWATER BASINS SHALL BE THE "NEW ENGLAND EROSION CONTROL/RESTORATION rWF# 1 X89 ,}} , ,+, , ,, MATRIX UPLAND SEED MIX MIX FOR MOIST SITES FROM NEW ENGLAND WETLAND PLANTS, AMHERST, MA r . TELEPHONE NO. 413-548-8000 -'' � � 7 j , � � I � � '�7 " Jlf.:r.! t '..a l�a' ���� n..—__�-4 d�}i �, .fy.-,, l i•t THE NEW ENGLAND EROSION CONTROL/RESTORATION MIX CONTAINS A SELECTION OF NATIVE GRASSES AND WILDFLOWERS DESIGNED TO COLONIZE GENERALLY MOIST, RECENTLY DISTURBED SITES WHERE QUICK GROWTH _1 2r i, 2 OF VEGETATION IS DESIRED TO STABILIZE THE SOIL SURFACE. THIS MIX IS PARTICULARLY APPROPRIATEF N ! WF# } -8� `~� 7 =s ---- PROPOSED GRADE- OR 4 NEW ENGLAND EROSION DETENTION BASINS WHICH DO NOT NORMALLY HOLD STANDING WATER. THE PLANTS IN THIS MIX CAN J > > 4" TOPSOIL CONTROL RESTORATION MIX EXISTING GRADE TOLERATE INFREQUENT INUNDATION, BUT NOT CONSTANT FLOODING. IN NEW ENGLAND, THE BEST RESULTS ARE OBTAINED WITH A SPRING SEEDING. SUMMER AND FALL SEEDING CAN BE SUCCESSFUL WITH A LIGHT rIg1-�7 j .l MULCHING OF WEED FREE STRAW TO CONSERVE MOISTURE. LATE FALL AND WINTER DORMANT SEEDING 3 3 1. PRIOR TO STOCKPI TNG ON LOT 1 TH T MP A IM N Ari I REQUIRE A SLIGHT INCREASE IN THE SEEDING RATE. FERTILIZATION IS NOT REQUIRED UNLESS THE SOILS ARE F# as 3 > L 2, E E OR RY SED E T ON BAS NS PARTICULARLY INFERTILE. w 7�` ,, ,� SHALL BE PROPERLY GRADED AND STABILIZED. WF_ t-8� -`' -�Y ' " 2. STORMWATER RUNOFF FROM DISTURBED AREAS' SHALL BE CONTROLLED AND � � - 3 � � 7 � � � s - � SEED MIXTURE - / 3 DIRECTED TO THE TEMPORARY SEDIMENTATION BASIN THROUGH A SERIES OF LBS. ACRE LBS.z1000 S.F. -43 } , , SWALES AND/OR BERMS. NEW ENGLAND EROSION CONTROL/RESTORATION MIX 35 0.80 3. SEDIMENT AND DEBRIS SHALL BE REMOVED FROM THE TEMPORARY SEDIMENTATION WF# -84 J 4" CLEAN FILL BASINS WHEN SEDIMENT ACCUMULATION REACHES ONE HALF OF THE WET I- STORAGE VOLUME. }< } o1EC 'k AElk 2T A TI -a" -affmaw IL A101M POW- - E TUN 6 - ' NOT TO SCALE NOT TO SCALE WF#l-83 � y � 3 FILTER FABRIC WITH I WOVEN WIRE FENCE, - 3 3 » " INDUSTRIAL NETTING, �- LwiLA Enmmineers, Inc. 3 rw, �r WOOD STAKE OR SNOW FENCE FORSUPPORT F#1-82� 3 _, 1'-0"NE OR MIN. 1" NE STOTAILINGS CIVILSTRUCTURAL SURVEYING \ a , ) t r APPROVED BY THE TOWN OF MONTVILLE- INLAND WETLAND AND Main �?Vree� �FOr3Aricla, \ 1 1 3/1/07 Misc. Revisions tF#tom st a WATERCOURSE COMMISSION ON B1'7 Connecticut f 110. Date Revision (860) 88+6-19 66 Fax (860) 886-9165 _t_W 7 a' :{ J COMPACTED BACKFILL 3 - FLOW 1 �� � � achat ll Industrial rive Project No. �e1�1l1lrr�r CLL -3187 } . � 4 --� � C� C, G> SIGNATURE DATE ,,ti � � � t P�� , j , own of Montville, Connecticut /� r �ti ANI ,. �/�{/1Y' 4rP++,,,o Pi"'rljr �'t�i�'�.I3�ri':=�' wF# 1-80 ' } .�\ 4'; :v� ty' p, �+ : ry //��/ ���,^/ LLC APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ` �� ,, 'A�Lombardi Land moldin y+��a 12" MIN. i�f„'- : ! \��I".--ti I \�.T'^.-.,.`f^--,. '- • ` a s ■ /� ■ B ■A% REftaim w ■ Date: . —R— - LY APPROVED LOT 3 D - LOPMEW NATIVE SOIL SILT N nF=� SII NOT TO SCALE -^-- TrImP "=P Ik A a VA.W ts 9 I NOT TO SCALE ZONING COMMISSION ON SIGNATURE DATE 12/14/06 Sheet No. ~ / \ \ \ - PROPOSED CLEARING \ \ LIMITS (TyP )--� \ « ` EXISTING PROPERTY \ \ \ \ �~ unEy/r./ SF 240 TH 12E >\ 21 1 PROVIDE CONTINUOUS LINE mow TH 12H OF SILTFENCE ALONG CLEARING A- >\ LIMITS UNTIL STONE BERM IS COMPLETE AND TH 121 STABILIZED (TYP.) WF#5-34 PT 12 TH 12C TH 12F Agirl A-0 TH 12A TH 12G PROVIDE CONTINUOUS LINE -110 PROVIDE 3' HIGH PROVIDE STONE OF SILTFENCE ALONG CLEARING -Q CHECK DAMS LIMITS UNTIL STONE STONE BERM (TYP.) ALONG PROPOSED BERM IS COMPLETE AND WF#5 (SEE DETAIL) STABILIZED (TYP.) A- TH 12J PROVIDE TEMPORARY >\ -&-N -2�1.0 SEDIMENTATION BASIN: 1.2 AC. OF DISTURBANCE 258 CY PROVIDED TH 12K Ad FORMER LOT 12 (STOCKPILEo AREA) Ah V/ 4=7 231.0 WF#7-4 PROVIDE STONE ALONG PROPOSED Ad TH 12D TH 12B GRAVEL ACCESS DRIVE PROVIDE 3' HIGH or WF#7-6 PROVIDE TEMPORARY (SEE DETAIL) SEDIMENTATION BASIN: 1.4 AC. OF DISTURBANCE 345 CY PROVIDED 2,34 WZ E STING Xi LQ. CLA Engineers, Inc U -TL, INLANE' WE A-xND CIVIL STRUCTURAL SURVEYING Or 3/1/07 Sheet 3 Added 317 Main Street Norwich, Connecticut >\ No. Date Revision >\ 18 Sachatello nd str al Drive Project No. Town of Montville, Connecticut Proj > >\ Holly Lombardi Land Holdings, LLC > —230— Lot 3 Combination & Reconfiguration 2/14/06 41 Lombardi Business Park Sheet No. A WF#1-135 0- >\ LOT 10 T -7 MEN& >\ Proposed Stockpile Area CLA�