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HomeMy WebLinkAbout06-61P_LOTS AND MORE, LLC_SULLIVAN AVENUEww>-w -Ozw NOTES: 1. THIS MAP/SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON AND THE MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 2. PROPERTY IS IN ZONE GC. 3., 100 yr. FLOOD, ELEVATION TAKEN FROM FEMA COMMUNITY PANEL 090036 0002E REVISED TO DEC. 16, 2005. 4. AREA OF THE PROPERTY = 259,500 Sq. Ft. = 5.96 Ac. 5. AREA OF REGULATED INLAND WETLANDS=91,040 Sq. Ft.(2.09 AC.) 6. REGULATED WETLANDS WERE MAPPED ONSITE BY JOHN IANNI OF HIGHLAND SOILS MAP REFERENCES: 1. PROPERTY SURVEY OF PREMISES OWNED BY FRANK J. & JOHN E. ARMATA SULLIVAN AVENUE AND TROY ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 inch = 40 FEET APRIL, 1997 BY PETERSEN & HOFFMAN. 2. PROPERTY OF BERARDINO & GIOVANNA B. ZAINO #760 SUH IVAN AVENUE TOWN OF SOUTH WINDSOR, CT. SCALE: 1"=20', DATE: 7/20/89 REV. TO 8/4/91 ALGA SURVEY ASSOCIATES. PROJECT PHASING: PHASE 1: EXISITING BUILDING + ALL DEPICTED SITE IMPROVEMENTS EXCEPT PROPOSED ADDITION. PHASE 2: PROPOSED BUILDING ADDITION PARKING SCHEDULE: PHASE 1: EXISITING BUILDING = 10,200S.F. RETAIL @ 1 PER 200 S.F. = 51 SPACES PHASE 2: PROPOSED FUTURE ADDITION = 8,500 S.F. WAREHOUSE STORAGE SPACE @ 1 PER 1250 S.F. = 7 SPACES TOTAL PARKING = 58 SPACES REQUIRED (58 PROVIDED) ZONING SCHEDULE: ZONE: GC ITEM! RFOUIRFD MIN -/MAX. ACTUAL LOT AREA 15,000 S.F. 259,500 S.F. LOT WIDTH 100 FT. 336.00 FT. LOT DEPTH 150 FT. 574.78 FT. MIN. F.Y. 50 FT. 280 FT. t MIN. R.Y. 15 FT. 108 FT. (EX. BLD.) / 70 FT. (PROP. AD)ITION) MIN. S.Y. 10 FT. 55 FT. BOTH EXIST. BLD. AND PROP. ADDITION MAX. BLDG. COVERAGE 30% 4% EX. BLD. / 7% WITH BLD. ADDITION MAX. IMPERV. COVERAGE 65% 42% MAP LEGEND w SNET 3992 EXISTING UTILITY POLE EXISTING UTILITY POLE W/LIGHTING _4 C7 WF19 WETI ANDS FI AC, 10('ATIQN Rr NI IMRFR - - 91 •------ •-----• EXISTING CONTOUR 90 PROPOSED CONTOUR �t3.0 PROPOSED SPOT GRADE ��-®m•---- PROPOSED SILT FENCE ' PROPOSED 3' HIGH ARBORVITAE EXISTING WOODLINE COPYRIGHT it 2007 ROBERT J. ARSENAULT, P.E. CIVIL ENGINEERING SERVICES THFCF nPA{A NM_ ART" 774E PRfWFRTY VIF 'THE ENGINEER AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PROJECT AT THIS SITE AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WI TROUT WRITTEN CONSENT OF THE ENGINEER. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNATURE AND EMBOSSED SEAL OF THE PROFESS10NAL ENGINEER WHOSE SIGNATURE f APPEARS HEREON. N/p ` 0 �m / j- ' i.PiN �/�9 �yA r-% SIr n I! TRAfLERS & RIO-RL7ER AREA 42_ STORAGE CONTA.IINERS rl 2100 C.F. STORAGE �`• ,. �„ �` ,� \ \ �� ., % 26' LONG LEVEL SPREADER �PC/o �` / r �u�. pv li ' + r �' '.` ' \ �'• y�. 1kF3 �'` \• ~ �• � '• NA A/V 1/V® �pj O ; S )b 1�]j Ji •,I{�'•�.• ` V uqn_ ti �b I / I �1'°3e� 1� EXISTING OPOSED VIRTill / ' ..� ` f I t , ! SNET 3992 6' STOCKADE STONE:SURFACE / Amv ti�• �4� r a PROP. 6 FENCE STOCKADE FENC` ., ``• \ \ \ \� / PROP EQUIPMENT / 0ls 03' l r'' ,�. ��,. yam, I \ ` / STORAGE AREA` �rd(/::r `' `• +, \ t \ \ 0, y"\� ♦ O O GATE i ! .. R R , , ,,4 ' 0 If H. r IsDO7 QD�j�� \ .AA R 1 I OR AS SER�ceT, ` OST�/COh'ADE FENCE PED. DOOR EXISTING 8' STOCKADE FENCE ___\ i. c•', Q/ 0 i� IV \ / � ; 1EROPOSED PROC ED �t 1 1.,_ :,. ^ j1 11 `' �O. '� �\, `', z cP G \ /' e,•r�e,ir e,, ,nr,<nd• '+_�!5 '.. ;•: ' +4a -`wca `�'. n .1W SAlI11F \ JURr/1 %)1 SEE: DETAI N4 .� 1y� '' NON -DISTURBANCE / c 7 SNET 3993 !�"/ / I °� `, ` BUFFER AREA PLANTED f FigISTING 18' MATERIAL ` �° 1 �� } '. t wFfo `, WITH A MIXTURE OF / ,5 OCKADE REMOVED— LAR CONC. BLOCK , 'i ;, ' i' SILK`! DOGWOOD, AMERlCAN / r CRANBERRY, HIGHBUSH BLUEBERRY / RENTAL EQUIP. /I rTORAGE BINS ' �0'� uaau 1 - �, `, 1 , / ° DISPLAY AREA EXISITING :'` c:.. !!'' . I" „yj� , � I I tl 1 � �. 10' WIDE STORMWATER / BUILDING` \ p ",:'•`•c ���,,� CONVEYANCE SWALE / F.F.�st.33 c, f' \ J„ , a ,• • , BIO-FILTRATION=7CF/LF 'CMS // \ `� J S ! ' f t�° �r' '' 'pSj �N I (SEE DETAIL) / Op /! ""EXISTII�jG �`� , - ,r %i'��5 •%.r % �' r i i �/ r` /� / ° LANDAPING "�it ����'y�C'$�.:,.-' _,..; ;�; '- MATE I°�°AL BINS r k •,.n:.P,. `' /,ifr,; ; I ;� 4i / VINY° FENCE W/GATE /-b\ / �• �• / v 18LANDSCA'IDE�1 �, `♦ �� j ��// SPLAY B! 1S_-•TERIAL " ti 3' TALL MORE ` PLANTED &VICE BOX UNK / 1 SNET-4••�. '; PED. DOOR QUO TO BE illy +/ /' H �® / '`/gip tlL'Lrdll N(IDllr Nall IONI9! 0.MIR ! 9CNN y, l' •�.:.' ,�. f, dl( ._...f �J ' / °° S1 jNG , i e-- ! Ill i i L,l I,, !�FLO00 ZON CAP, 56 PROP t-1Ql•,.•. - E � �XI TIN TRACK A'ROT�t..,. /G 6xVELSSUR - •-- — _:: f' �,t // '� ,,! +„i } WF17 `' 1 �•Z ,,i.� ! �c`�/Iv�il° PROP. ,:: _ r " "y ` �� f' �° ' ! ° GREENHOUSE 'r' fwas ° (21 1, �_ a f ,f / _ , ✓ j' '�'PROP ''i•/ p/C�eTT r /i GREENHOUSE / ° F ... 0 WF22 ! V o\ �y Ax. F l HIGH �i'M / / / If / �� CIAP 14 r PROP FOOD T!// ( r BIO;'-FILTER AREA VEN G CAR/,r b LEA k w'z� 1905 C.F. STDR6GE-T, !RIP RAP DISQHAROE S*LE / �r •�/v 1 ,�' • . t"° , i ' �,�.� ) , � � Qom/ �u v, o. 60 fWF27 WF28,' ANl `SE_(tir.. ���_ � �_ P//jQ Vli /',• " r E , 9v�� ' / / / / �d ®�V4 SNET 194744V �• / k�• 31 ♦� ♦ SNET 2012 �. DECEIVED THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE, AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996 AND CONFORMING TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2 AND VERTICAL T-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Lic. No. RI ARD P. MARTEL 12882 I-tv 71�4 MAY 31 2007 SOUTH UNDSOR PLANNING DEPT, q-L`10 "1 2 I L)0 + 2'2 H o ' L(,3 Ll D 9 TR N � � U a z z < a � � U O O z U U O :z t= a 0 � o a j O a a_ m rn �� Im CO 0 < O N I rn44n z s� ID (� M 10 w O11< L. zZ U) 04I , U �y _j W v C i xb Lu z O Q s, V N z t0 Z z U N _ z !ai p = IL All LLI fla. ul Q Q V w z LLJ — n „ 0 oO J z W jw 0 O o mia TH DATE ': 2724/07 SCALE 1 "=4O' JOB NO.: 212 t-,W>-In-0Z0 Stone On Filt Fabric Marafi 140(N) Anti —Track Apron N.T.S. ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW BOTTOM OF DRAINAGE WAY I ' , , o , I ' , I IaI:111 10I�!�!1 4 Thick Min. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. COMPACTED BACKFIH - r>,:rr•rrrrrrrinarr �- -•SHOULD POINTHIGHER THAN ELEVATION SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT Placement & Construction Of A Synthetic Alter Barrier N.T.S. 9" U1N] r r)AADAr TCII 8" MIN. DEPTH AFTER COMPACTION PLACED IN TWO COURSES PRnC'FSSFD �TnNF �IIRFA(rF X—:�FrTlnN not to scale * THE AREA DESIGNATED ON THE PLANS TO BE "PROCESSED STONE" SURFACE 15 CURRENTLY PRIMARILY ALREADY A PROCESSED STONE SURFACE. THE ENGINEER IS TO DETERMINE, DURING CONSTRUCTION, AREAS NEEDING ADDITIONAL MATERIAL TO CONFORM TO THIS CROSS SECTION. COPY -RIGHT (c 2007 ROBERT J. ARSENAULT. P.E. CIVIL ENGINEERING SERVICES THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND HAVE: BEEN PREPARED SPECIFICALLY FOR THE. OWNER FOR THIS PROJECT AT THIS SITE. AND ARE: NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS TIME LIVE SIGNATURE AND EMBOSSED SEI+L €1F THE PROFESSIONAL ENGINEER HOSE SIGNATURE APPWS HEREON. Stockade Fence N.T.S. GUYING SHALL BE DONE WITH 3 SETS OF WIRE EQUALLY SPACED AROUND THE TREE ALL TREES 3" AND OVER IN CALIPER SHALL BE GUIDED 1/2" RUBBER HOSE COLLAR PLACED AT 2/5 OF TREE HEIGHT MEASURED FROM THE GROUND 2 STRANDS OF 12 GUAGE IRON WIRE CROWN SET AT FINISHED SOIL LEVEL REMOVE BURLAP FROM TOP 1/3 OF BALL 4"LOAM & SEED FERTILIZER & MULCH 2" X 2" X 50" STAKE DRIVEN BELOW GRADE BURLAP OR WATERPROOF WRAPPING MATERIAL EX. SUBGRADE TREE PLANTING DETAIL NOT TO SCALE 10' SEDIMENTATION AND EROSION CONTROL NOTES c4" POST ESSURE TREATED 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES, IF USED, ARE TO BE BUTTED TIGHTLY END i0 END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH PREFABRICATED OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. RAILS & PICrETS 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. THE ONLY ENTRANCE TO BE USED DURING CONSTRUCTION IS THE ONE DEPICTED WITH THE ANTI -TRACKING APRON. ANY ,CHANGE TO THE ENTRANCE LOCATION FOR CONSTRUCTION IS TO BE PRE -APPROVED BY THE TOWN OR THE DESIGN ENGINEER. 11. ANTICIPATED START OF CONSTRUCTION IS MAY, 2007. COMPLETION DATE IS PROJECTED TO BE OCTOBER, 2007. MIX OF COMPOST, TOIPSOIL, AND EX. SOIL 15' NON -DISTURBANCE AREA 0 IVI I IN. SAND`( LOAM Erosion Mat PLANT SWALE WITH TALL FESCUE 0 6#/1,000 S.F. Stapled In N.T.S. . 2 FT. FINISHED GRADE 2 DEPTH=12" / ♦ Yr[( • rf NM \_�BANK-RUN 12" MODIFIED RIPRAP F LTER FABW S KL BE GRAVEL BASE (D.O.T. M.02.OF M 2, WM PERNITTIVM 9 \ TYPE "B" GRADATION) nq Tn ni CCf-i amn site rw \ VOV 6d W6 VS.V lA.Y f61Mb MI 0,43 TD Mm AM SMJ- FILTER FABRIC (SEE NOTE) Rip Rap Discharge Swale N.T.S. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4' MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANANT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR -I.O POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. STORMWATER CONVEYANCE SWALE SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 TALL FESCUE APPLY SIX POUND PER 1,000 SQ. FE OR 260 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. BIO-FILTER AREAS #1 & #2 SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 DETENTION BASIN RECOMMENDED SEED MIX APPLY 2.5 POUND PER 1,000 SQ. FT. OR 100 POUNDS PER ACRE Level Lip Of Spreader Bury Mat LBott. Channel 1 2" Min Grade = 07. NOTES: -1 -Level spreaders must be constructed on undisturbed soil (not fill material. 2. The entrance to the spreader must be shaped in such a manner as to insure that runoff enters directly onto the 0% channel. 3. The level lip shall be constructed on zero percent grade as to insure uniform spreading of storm runoff. 4. The released runoff must outlet onto undisturbed stablized areas in sheet flow and not be allowed to reconcentrate below the structure. Level Spreader Detail N.T.S. I laCL 1 V) U)Icd3 w w P Z O ooLr- 3- 5 _1 0 0 � Elf 0-- M w w t2 SQ w w w <1 d ?- 1m < r` 0 0 o O Q d ,n Z CD In Ca3 � inf z W) iR = W ,I �50� LLJ Z 0LLI C=.� J W no LU Z 0 a. r� W Z Z I, co � ej C'4 co I � W 0 Z M to �+ U_ Lit 5 a. Z a dCL In LW O Z o w L n O o o �O ~ Z w 0 �v , C a M THIS DRAWING ,IS NOT VALID ' I . QU>F- , IMPR SIOIi: ' ,, 0F� E NG ROF / ON Ei GIidEER DATE( : � 4/07 SCALE JOB NO.: 212 NOTES: 1. THIS MAP/SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON AND THE MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 2. PROPERTY IS IN ZONE GC. 3.. 100 yr. FLOOD. ELEVATION TAKEN FROM FEMA COMMUNITY PANEL 090036 0002E REVISED TO DEC. 16, 2005. 4- AREA OF THE PROPERTY = 259,500 Sq. Ft. = 5.96 Ac- 5. AREA OF REGULATED INLAND WETLANDS =91,040 5q. Ft.(2.09 AC.) 6. REGULATED WETLANDS WERE MAPPED ONSITE BY JOHN IANNI OF HIGHLAND SOILS MAP REFERENCES: 1. PROPERTY SURVEY OF PREMISES OWNED BY FRANK J. & JOHN E. ARMATA SULLIVAN AVENUE AND TROY ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 inch = 40 FEET APRIL, 1997 BY PETERSEN & HOFFMAN. 2. PROPERTY OF BERARDINO & GIOVANNA B. ZAINO #760 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR, CT, SCALE: 1"=20', DATE: 7/20/89 REV. TO 8/4/91 ALGA SURVEY ASSOCIATES. PROJECT PHASING: PHASE 1: EXIS11ING BUILDING + ALL DEPICTED SITE IMPROVEMENTS EXCEPT PROPOSED ADDITION, PHASE 2: PROPOSED BUILDING ADDITION PARKING SCHEDULE: PHASE 1: EXISITING BUILDING = 10,200S.F. RETAIL 0 1 PER 200 S.F. = 51 SPACES r t•TI'1n A nr' 11 A nC " •I MCD 1 ^Acn C C — 7 CD Arlg'C PHASE 2: PROPOSED FUTURE ADDI rION = 8,500 S.F. WAREHOUSE J IUMIAUE arrak.c W 1 ILJV - TOTAL PARKING 58 SPACES REQUIRED (58 PROVIDED) ZONING SCHEDULE: ZONE- GC ornluorn w►I /uet ernLer LOT AREA 15,000 S.F. 259,500 S.F. LOT WIDTH 100 FT. 336.00 FT. LOT DEPTH 150 FT. 574.78 FT. MIN. F.Y. 50 FT. 280 FT. t MIN. R.Y. 15 FT. 108 FT. (EX. BLD.) / 70 FT. (PROP. ADDITION) MIN. S.Y. 10 FT. 55 FT. BOTH EXIST. BLD. AND PROP. ADDITION MAX. BLDG. COVERAGE 30X 47G E)L BID. / 7X WITH BID. ADDITION MAX. IMPERV. COVERAGE 65X 42% MAP LEGEND EXISTING UTILITY POLE SNET 3992 EXISTING UTILITY POLE W/LIGHTING O WF19 WETLANDS FLAG LOCATION &NUMBER - -- 91 - ------- EXISTING CONTOUR 90 PROPOSED CONTOUR 90.0 PROPOSED SPOT GRADE --•------ PROPOSED SILT FENCE PROPOSED 3' HIGH ARBORVITAE """p �,�"�,,-,"�• EXISTING WOODLINE COPYRIGHT © 2007 ROBERT J. ARS€NAULT, P.F_ CIVIL ENGINEERING SERVLCi-O THSTSEC DRAWINGS ARE THE PROPERTY OF THE ENGINEER :AND '0,%z1E BEEN PREPARED SPECIFICALLY FOR '31 't, it Is;�' Fv„ THis PRMCT AT 'THIS SIV_ AND ARE NC:i TO EE USED FOR ANY OTHER PURPOSE, LOCATION, OR Oa`NER IMTHOUT WRITTEN CON„' -ENT OF THE ENGINEER NO DECLARATION 1S E?D'RESSED OR IMPLIED UNLESS THIS PLAN BEARS THE U,*E SIGNATURE AND EMS SEAL OF TINE PROF SIONAL EN:�•? 301? WHOSE SIGNATURE APP,. ARS HEREON. ra a NlF �0 $ER T S lTVf/►�{ 1 PIN V�' TRAfLERS & `� ''��► BIO-FILTER AREA #2 STORAGE COWA_IINERS .� 2100 C.F. STORAGE LONG LEVEL SPREADER /F Gvo 1"i Zqi V V NN,q ,� T U' CIV op EXISTING OPOSED §PROCESSED SNET 3992 6' STOCKADE STONE SURFACE • PROP. 6' ' �'' + �''ti I` �II ,�`\ %F T np FENCE STOCKADE FENC 046 / PROP. EQUIPMENT /07"'p `4 / \" + wrr1 STORAGE AREA 0• 2 GATE 400 I` r . \•YlC``\ MQA. OI l/ ' i, j v , ''.• 'i' 1 , ` '19 �4 't > ,'• rVOLINi< _AA`RO PRGP 6' DOOR /J, ; ��4F 3 't R``1... cAs SFR k!ST• S*KADE FENCE PED. DooR I �i�:'s ' ` 5 \ • `' / EXISTING B' STOCKADE FENCE —� 21074 -' Q �:OPQSED PROC ED rL ... ,. -.... t. ti,�, Lp� ?ONE SURFA' ' + '�. \ 15WIDE \` NON -DISTURBANCE (SEE DETAI BUFFER AREA PLAN`IED SNET 3993VATH IXTURE OF FASTING 1$' MATERIAL SILKY DOGWOOD. MDOGWOOD, AMERICAN f OCKADE FENCE � CONC. BLOCK' :':1 + i I CRANBERRY, HIGHBUSH BLUEBERRY / RENTAL EQUIP. +. // E REMOVED- FORAGE BINS .101 uma ° ()) I �L l ` ` DISPLAY AREA EXISITING q r(13 TOTAL) �✓ � 1 t j r� BUILDING h�!% 'fir y I '1 1 I 1CONVEYANCE SINALE / / F.F.••91.33 ` � C �" / (y / !" gyp/ ' / . BIO-FILTRATION/ ♦I 00, �� �,� �� 1 (SEE DETAIL) / fl pAo r 711 /�LANDAPING c O A I MATERIAL BINS ' I TO BE REMO PROP. 6' VINYL FENCE W/GATE b %'\ l co- ` PrSP�Ay 4 // 44 a• e /`b� �a i° � sz �// w r // LANDSCOE`MATERIAL DISPLAY 61NS_- `�,` 3, MORE'1•VICE BOX ��om PLANTED +` SNET•4 PED. DOOR XO No /ti l 18 / ~ / J j� / / ♦/ GLEV• 877E , � � •• / / Ze G ':' / S u,y,yFR�Ry �5' � 'I° / 86 5` �� I / ,. 'b+ brsPtArAC PROP TRAC A RO1V ONEL SUR /'r/ WFL7 2 ` / 1 8 r O IF 5F4oMiFR�r/ •'P irl 28RX36' q AL` / GREENHOust•.,..- W6 ate' ;'/ rr j f` / / ♦♦ PROP. ''/ �r a / V / %♦ FX� li 28X36; wig A/CkET T GREENHO E )�x. e�' HIGH .'•.�� i / � / �`ti``1, ( r , PROP FOo o / /' , / �'J f co / B10rFl AREA VEN G CART/r (/ I)-•� / e 14 I 195 F. All Xi RAP DIVhU►SIALE i i • A' . ` • �1 IIF25 I �rJ' „` 1 • $1 �� / / �►'� IPa• _.'� .,,r ' It ,I � f / / ♦♦ 12•• �� Oaf, � 2-r � / / , sqN sF ` ?4P? �t �/ / / 10, SNET 44& �• i THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC- ON SEPTEMBER 26,1996 AND CONFORMING TO HORIZONTAL. ACCURACY CLASSIFICATION OF A-2 AND VERTICAL T-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. e Lire No. R194ARD P. MARTEIr 12882 SNET 2012 `ems �\ \a DECEIVED �e. 41 MAY 31 2007 SOUTh 1'IIPIOSOR PLANNING Ur T rt I vU : /'!j ID 0 7.� z a w ¢ U U O a 0 0 L Lifl 0 a d m �(nU) w L5�ry ¢ ¢ g m �j Q O N l I a• O r Z m in m N u. W Z La w z W I Z � I � N C4 s•t, Zia r ZP f� O Z C i Q J a N W � O y W z0. w -�+ UJdpwo IL o J z w � o o- a DATE': 2724/07 SCALE 1 "=40p 1 JOB NO.: 212 1 1of2 w .LN I NOTES: 1. THIS MAP/SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON AND THE MONUMEN I A I ION F WNU IN i-iE Firr i n AND DEPICTED HEREON. 2. PROPERTY IS IN ZONE GC. 3.. 100 yr. FLOOD .• ELEVATION TAKEN FROM FEMA COMMUNITY PANEL 090036 0002E REVISED TO DEC. 16, 2005. 4. AREA OF THE PROPERTY = 259.500 Sq. Ft. = 5.96 An. 5. AREA OF REGULATED INLAND WETLANDS =91,040 Sq. Ft.(2.09 AC.) 6. REGULATED WETLANDS WERE MAPPED ONSITE BY JOHN IANNI OF HIGHLAND SOILS MAP REFERENCES: 1. PROPERTY SURVEY OF PREMISES OWNED BY FRANK J. & JOHN E. ARMATA SULLIVAN AVENUE AND TROY ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 inch = 40 FEET APRIL, 1997 BY PETERSEN & HOFFMAN. 2. PROPERTY OF BERARDINO & GIOVANNA B. ZAINO #760 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR,._ CT. SCALE: 1°=20', DATE: 7/20/89 REV. TO 8/4/91 ALCA SURVEY ASSOCIATES. PROJECT PHASING: PHASE 1: EXISITING BUILDING + ALL DEPICTED SITE IMPROVEMENTS EXCEPT PROPOSED ADDITION. PHASE 2: PROPOSED BUILDING ADDITION M • tr-fnl 117•nl II C. � r'iAmm' INU J.r1GuuL FF PHASE 1: EXISITING BUILDING = 10,200S.F. RETAIL 0 1 PER 200 S.F. = 51 SPACES PHASE 2: PROPOSED FUTURE ADDITION = 8.500 S.F. WAREHOUSE STORAGE SPACE 0 1 PER 1250 S.F. = 7 SPACES TOTAL PARKING = 58 SPACES REQUIRED (58 PROVIDED) ZONING SCHEDULE: ZONE: GC ncn,uocn .J1\I /uAV ACTT,AI LOT AREA 15.000 S.F. 259,500 S.F. LOT WIDTH 100 FT. 336.00 FT. LOT DEPTH 150 FT. 574.78 FT. MIN. F.Y. 50 FT. 280 FT. f MIN. R.Y. MIN. S.Y. 15 FT. 10 FT. 108 FT. (EX. BLD.) / 70 FT. (PROP. ADDITION) 55 FT. BOTH EXIST. BLD. AND PROP. ADDITION MAX. BLDG. COVERAGE 30X 4X EX. BLD. / 7X WITH BLD. ADDITION MAX. IMPERV. COVERAGE 65X 42% MAP LEGEND 0 EXISTING UTILITY POLE SNET 3992 _4 EXISTING UTILITY POLE W/LIGHTING O WF19 WETLANDS FLAG LOCATION & NUMBER --- ---- 91 -- EXISTING CONTOUR 90 PROPOSED CONTOUR 90.0 PROPOSED SPOT GRADE ••��■���.... PROPOSED SILT FENCE PROPOSED 3' HIGH ARBORVITAE EXISTING WOODLINE . COPYRIGHT Q 2007 ROBERT J. ARSENAULT, IF'.E. CIVIL ENGINEERING SERM0 THM DRAWINGS ARE THE PROPERTY OF THE ENGINEER RIND '1A,VE BEEN PREPARED SPECIFICALLY FOR IH,_ UVMr,. FOR THIS PROJECT AT THIS SITE AND ARE 16i TO BE USED FOR ANY OTHER PURPOSE, LOCATION, R nuwr 'NwT w;I YW�T OF TME acyNEM DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS \N BEARS THE LIVE SIGNATURE AND EMBOSSED SEAL OF PROFEssmAL ENGINEER WHOSE SIGNATURE -ARS HEREON. 2 f c Q I.PIN LOA�T i► �T • otz � y /STORAGE T INERS `� Y _ BIO-FILTER AREA #2 v; a.` 2100 O.F. STORAGE �' ' LONG LEVEL SPREADER I I' At Zvi Nl< V/p 1-7 In Co ZA/No ANNA ry o :r� `,s , � -� �!'`�Ss` Ao v op EXISTING OPOSED VROCESSED 6 STOCKADE STONE/SURFACE PROP. 6' FENCE STOCKADE FENC may: �• I \ Done cev uour>,Ir ! Q%Sno ,i \ \a 44. •� W71 1 �. STORAGE AREA i �� / �jb y` ` �• ,l t i ! ` \ 0,y l� ^ GATE i' f 0 ` ti \ 'p► ` I. `t \ 'f�N. of i o.H. /� se �y�, ti `, '` ��• �. POOUN{( R� sE 80 sr. s cKkE FENCE Pm. Dow \ i v ' \ '� ` / \ RI'1C`F• W/GA ` 'yF �► r y ' " , g ` \ �� a� ` �ItOPOSED PROC ED STONE SURFA 15 WIDE SEE DETAI ` 1'l ti ; ` NON -DISTURBANCE „ , 1 ' ` BUFF R AREA PLANTED G EXISTINSNET 3993 / I WITH A MIXTURE OF / 8' STOCKADE E/AISTING 1$' MATERIAL �1 : ''. "�° SILKY DOGWOOD, AMERICAN / FENCE OCKADE FENCE: LAR CONC. BLOCK CRANBERRY, HIGHBUSH BLUEBERRY / RENTAL EQUIP. „ E REMOVED r ORAGE BINS .0 '' O1"' ' DISPLAY AREA EXISITING k �`�..`� 03 TOTAL) j 1 ;' k •� • ' I til I 1 10 WIDE STORMWATER / / BUILDING/b' �r ; I I I CONVEYANCE SWALE F.F.r91.33 .9 /c�a�( / + w l�J �.: BIG-FILTRATION-7CF/LF / / o, O C� CL&P [a k, `o f =// UNK SNET`4 L Sqn// S A L� THIS SURVEY HAS BEEN PREPARED PURSUANT 70 THE REGULATIONS OF CONNEC11CUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996 AND CONFORMING TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2 AND VERTICAL T-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Lic, N9, RI ARD P. MARTEL 12882 SOD ZOom NN;.5b lb N i 01 `_ � l � /�. ./ / / � � '11� •- `' L J 1. 1 1 , Wa / V / `VINy1_ i / rO �\ // / '` % ►has . /^\ / ! ►� r 1 1 / Q ` ,P� G°CARTj, / ' '' wdn i 810, 41 AREA19P5 F. ` a //,,� 1`l $�HA([- �'. TRIP RAP DIsvyALE /5 q. ICY / 41 �36 ;NET 1947 S" f 2012 31 2LJ7 MAY 4 501,11hVIII10SOR PLANNING DE6 wig I � �> > • e• 1 /,,� t1 / �,' tJ V /', , - CI D �L I �� 4 ...�.al.vnr � � a 0- 0, o.' IL a m t c U) 57 v i L po q N (o `- Z to to to � o till CID w Z U 04 W ZzZ m V . T , � V Ito i� Q J a Wo w aa . co F 0 low CL a U� `tOr 6Vr 12V' t DATE': 272 /07 SCALE I,.=, JOB NO.: 212