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HomeMy WebLinkAbout240 DEMING ST -- 1 X U TES: _ - i = �E PLANTING SCHEDULE SEDIMENTATION AND EROSION CONTROL 0G � 1 . CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE _ STREE.T TREE o w TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DEPICTED. CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS _ "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR GRADING AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES ACFR 2 Acer x. freemanii 'Jeffer's Red' Autumn Blaze Maple 2.5" cal. B&B FOR SOIL AND WA ER CONSERVATION. w a SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER AND z 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO �� = w ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION, AND SHALL BE MAINTAINED OR REPLACED AS NECESSARY. Un " a Ln ap 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL 1' ° UTILITIES AND SERVICES WITH RESPECTIVE UTILITY COMPANIES. SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. ANY w a PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE �, w TOWN OF SOUTH WINDSOR. � z 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS = W INFORMATION, OTHER PROPOSED SITE FEATURES, AND EROSION ��. 4. CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY. STONE SHALL BE ADDED 0 �. CONTROL MEASURES. ` OR REPLACED AS REQUIRED, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ■� �� ��\\� _^ ' EXISTING ROADS AS DEEMED NECESSARY. = y a a 4. REFER TO ARCHITECT DRAWINGS FOR DETAILED BUILDING DIMENSIONS. ~�, ``, `� y_ 5! ( 'J / 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR ' ■� NLa DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS, UNTIL FINAL GRADING 5= (� •d 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. AND STABILIZATION EFFORTS TAKE PLACE. NO TREE STUMPS SHALL BE BURIED ON THE y) '`'�-�.�,_y ,.•-� � _ _ r Y ,. I PROPERTY. -� 0 >_ 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION 1 IF DEEMED NECESSARY OR ORDERED BY THE ENGINEER OR THE TOWN OF SOUTH WINDSOR. - - 7. CONTRACTOR TO CONFIRM EXISTING ALIGNMENT, INVERT, AND ,\ / SUITABILITY OF EXISTING SANITARY MAIN TO ACCOMMODATE PROPOSED %r 7. YARD SHALL BE LOANED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF '\ ! �- \ CERTIFICATE OF OCCUPANCY. y � ��� g� � �� >N CONNECTION. DESIGN ENGINEER SHOULD BE CONTACTED IMMEDIATELY � ----- -•---- � PERMANENT VEGETATION COVER � �� r�.� ��glk IF OBSERVATIONS ARE IN CONFLICT WITH PROPOSED PLANS. / `\ \ �vk / + i g ° a h_a --PROPOSED 6" SANITARY LATERAL SEEDING DATES: APRIL 1ST TO JUNE 1ST & AUGUST 15TH TO SEPTEMBER a- $'4 INV=138.5'± 15TH USE THE FOLLOWING MIXTURE: b 3 p =10°17'21" (SEE NOTE 7) r BLUEGRASS BLEND (3 VARIETIES) 50% _ g` .g CHEWING RED FESCUE 30% � '' r;k s R=596'9T PERENNIAL RYEGRASS 20% ` / APPLY 4.50 POUNDS PER 1,000 SF if - # E8 L=96.97' I �. _ j PROPOSED SANITARY LATERAL IRON ROD SET \ `L.C=S58°04'03"E C 147' 6" SDR-35 N� JUNE 2018�� \ �\ 96.84' ' + S=2.0% t g ` \ 6 �a � n _ PROPOSED OVERHEAD �~ \ / TEMPORARY VEGETATIVE COVER LEGEND 1� A ` \\\ i OPO.SERVICE ELECTRICAL/COMMUNICATION °g Ws #`t 1 SERVICE t SEEDING DATES: MARCH 1ST TO JUNE 15TH & AUGUST 1TH TO OCTOBER 15TH w N h IRON PIN TO BE SET �, M p� ~\` ~` i� ` ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SF OR 40 POUNDS El MONUMENT TO BE SET PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. d. n �"° \ `� �'. ` � \�.� iLIGNT � / � o PROPOSED CATCH BASIN AND PIPE ` \, \\ 1 + `O Qo Q3: �--ss-Q-ss- PROPOSED SANITARY MANHOLE AND PIPE / LL \ / G PROP. GAS SERVICE i `• j� ,� �� ° \ �\ / �`: \ / `� -'� a z 0 I 0=8°53'56" \ ' w O O EU PROP. 6" SAN. LATERAL (S=2% MIN.) I �` 1 ;\�' ` R=540.00' �o BR�CEN NON. \� .�- a � o- o - DATA BLOCK � = Z PROP. UG ELECTRIC 8c COMMUNICATION SERVICES3 �' ,� L=83 87 \ + 1 a = U ws PROP. WATER SERVICE �. J97- IRON ROD SET- \ LC-S48'28'25"€ PROP. 6" PVC FND. DRAIN S=1.0% MIN. INV=140A ±- 1 \ Jtl JUNE 2018 �,.,� ; \ 8379' \ \ r / ' ZONE: AA-30 6 CD ►\ _ -84 - EXISTING CONTOUR �' d ; 241 L:7ET'1/N6 :STREET - �� \` ///0' :STREET � ! \� / / � o _ ADDRESS: #235 DEMINC STREET o 14 REA: .,,. _ TREE E,4 SEMENT \ ` �� 84 PROPOSED CONTOUR ,'" \ - \ PROPOSED SPOT GRADE ,•° '`�' �:33,,261 5.F. / / �, U, 764 I,4C�'E5 / ' \ 1- SERVICE I �\ + , ITEM REQUIRED/ ALLOWED PROPOSED o N } X 195.6 ti �; PI�OPOSED WAl'ER Z \ m m t LOT#1 Um m z w SF PROPOSED SILT FENCE o f` \\, 6" FOUNDATION (P // ��� ww N 3 V EXISTING TREELINE 1 �/ DRAIN / \ PROPOSED E31'T. \ �\ Lot Area 30,000 S.F. MIN / 3 ACRES. 33,261 S.F. o N o o O - - - - / -"' \ DRIVEWAY' "' 0° EASEMENT BOUNDARY � ,� =�_�, _ � _ .. �� I ° � l j• I \ � `, \ t �,••, � + � � � � / Frontage 150'i200' 180.63' ,�'4q i ! ` \ Y�. �` F� \ j Lot Depth 150' 210.00' j %l �`"•� �° `" ' V r ;t I I • ; 550'/4 28"E -+- Rear Yard 50' 108.1' EARTH OR -�-»�, ` ,� � -�' � ,� \ 8.95' �• STONE ANCHOR t / Front Yard 50' 51.5' +_t_ I J r�PiLE / "".y�;��.� �' + .`�,T � �-.� � t�' i -l- �6 ��'1475 ,�� \ \` t� CB GRATE / �.� `" T + + + �` - i 0 < J \ �� `� ANTI-TRACKING ^- - c T �157 f Side Yard 20' 21.5' � + 1 + �', + �% ✓`� i �,, PAD ), �} Lot Coverage 15% 6.9%± FILTER FABRIC - �'` + D`� / - 1 ui , +I IRON .ROD sE1' 16 11 `. f + 'IV JUNE: .2018/ � /� f i � � /- �\� \ L I SUBGRADE CONSERVATION /ri V�+` + F + I+ + \ \\ , �T N V FILTER I EASE/LENT /5,205 S.F. t,�+ t �' + ^ 7 „Yx �\ \ \ .. v SUBGRADE FABRIC + + �+ + ' I �-�, 4. LIAR 0 2 20Z1 i"- Z 0 CB TOP , .. T. +/1 F p>S O c`F ,r `\ t j x `~ ' ` uildin D O % cc r - + 1 / \ / �. \� �`\'�_ South Wrrdsor B Dept W 0 _;_ -4, A + ti w IRON ROD SET �+ NOTE: / ✓ ``., -1f �*4 + ; y + "'f��� q,. ���562 , I �.__ / JULY 2017 .\�\ ; + REMOVE CB GRATE. PLACE FILTER FABRIC. cm �._. _ ` ��; #' + REPLACE GRATE TAKING CARE NOT TO /f �`"��r'::..;�, ,° �>:'^ `""°~"'•�...�,y 4- DAMAGE + + tr, y FILTER FABRIC. ANCHOR t: 4 ;/ + WITH STONE OR EARTH PILE. m CATCH BASIN GRATE �- 8. SEDIMENTATION CONTROL � � I T + + + + + + + + ' , x14-86� \ I f� I .r \ ' / D cA UO � N.T.S. i ;:�atl'i, 11 ��„\ + + + + + 7 N / \ ~�s'✓ GAJ� m m J + + + + + ` � \ to + + _EXISTING 1. SET POSTS AND EXCAVATE A 2. STAPLE GEOTEXTILE TO POST , I HOUSE 6"x6" TRENCH UPGRADIENT OF I "' b 1 * + + + \ J L f -- _/ q /� f247 - o POSTS. 1 V ! / \ \ I N ANGLE POSTS / LU 5' UPGRADIENT OST SILT FENCE .,, .r_ }..._ �.._ _.__ + i . �4. ' i { `._` \ fits l OFF, / ����\QF CON/V 1// O W 12" :1f20N ROD SET 1�0 I � Q S'' cn J JUNE 2C118 , aw F' + + + '' Iti'`° / �` L� �\ _ ;© y� i _ ? a / r �' + + + + + + + i ,��� ` / !/ f #247 DEt ZING 5T REET ;b ' 33 N ^` - ti + + + + I c ' / tkF NELf14R * BEVERLEY ;/ s + + + + J"" 1 AMOILF f N 3. ATTACH GEOTEXTILE TO WOOD �. =A^KFILL TRENCH AND ��y �- + + +. + II/ #5 ( /r / ( i, �lL N POSTS AND EXTEND INTO TRENCH. COMPACT EXCAVATED SOIL. 8 AREA: 3J,ACRES S.F. \� + + F + 7 I 0.723 ACRES // l 7�s. � + _ + + + + + + ..\ /� SILT' FE:NCE7j ` (VOL. 2627 PG. 1�33� a ,,z N + + + + LU N � N � FILTER FABRIC o + .r - + + + COMPACTED BACKFILL % + 1- `op O / + + I + / m F + i + + �- � - \ /, / r( SUIT 7�VFY N0ES: >- _ o T1415 SURVEY AND MAP 14A5 BEEN PREPARED PURSUANT TO THE LU SILT FENCE j /` / '/ r 20-300b-l TNRU 20-300b-20 AND TA THE 'STANDARDS FORNS Z 5URVErS AND MA /N THE STA TE OF CONNECT/CUT" A5 W J N.T.S. r / I. ��� \ \ ADOPTED Br TIE CONNECTICUT A550CIATION OF LAND 2 (h r N / I 5URVErOR51 INC. ON SEPTEMk3ER 261 lq%. W IRON ROD SET- / NIF #54 \ > Z / JULY 2017 ;,. ■ TYPE OF SURVEY 15 AN IMPROVEMENT LOCATION SURVEr - 0 b j ! J NXF •1_ PROPOSED - AND IS INTENDED TO DEPICT THE LGC'A T/ON OF 0 LD mi { PROP05ED 1Mt0R011,EMENT5 RELATIVE TO PROPER T r L/NE5. a o 4 i o TNlS lS A RESURVEY BASEDi2EFERENCE #/. ' A ' AND VERTICAL ACCURACY 'EET CLAS_'�OWNER�APPLICANT: 0 aQ ACCURACY MEETS CLASS V-2 e TOPOCRAPWIC.ACCURACY MEETS GLAS5 7 N l7 4P REFERI=Id STANDARDS. co Trivik Builder LLC 77 Chaponis Way 4 c�: t; C l SHET=T South Windsor, CT 06074 1. SUBDIVISION PLANS �ISTICOU INVESTMENT, LLC 235 244/ f:, m lure. s6760 860-6132-0175 DEMING STREET 5OLM4 AWIVD50R, CONNECTICUT, PREPARED v FOR ASTICOU INVESTMENTS, LLC, DATED: 3-5-20/8 REV. 4�F�r � � y�"' ;a'' TNROUG14 •4-19-19 PREPARED Br DE5/6N PROFE55/0NALS INC. �Gi7 //�iL__ � :. ��''�;�c"''d., ' 16766 pp_l LEBARRY its CLARKE L.S. .�,';�4T-15A,;'; LIC. NO. p � 0 i iu m cc D �Lo 0 LEGEND = _ �mu00� >a 0c,•I� ono EXISTING DESCRIPTION ° N �' W 0 1 N \_ BORINGS owe cc BORING / TEST PIT LOCATION 3 3 =W IL IL COMMUNICATION o cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) ycc Ice — — — cx— — — cx— APPROX. UNDERGROUND COMMUNICATION LINES WJ z CONTROL POINTS O W a BENCHMARK ���\ \ _ w �L',6 t 6 DOMESTIC WATER ` `'~� y tw — — — wx— — — wx— APPROX. WATER MAIN `` y •tl o - — — wsx— — — wsx- APPROX. WATER SERVICE ` k "" WATER VALVE \, LIGHTING FIRE HYDRANT .` e POLE MOUNTED LIGHT \ \S lNV=138.5E ; y >� t � " yam' 6 g 50 + �- �� 3 NATURAL GAS pd GAS VALVE \�`` �• r � — — — Gx— — — Gx— APPROX. GAS MAIN \ d-107721' - — — R Gsx — — — Gsx - APPROX. GAS SERVICE LINE L--596.97' POWER \ LC=S5810403'E Sg �$ \ \ 96.84' l + Eox ELECTRICAL LINES, OVERHEAD- — — EUx — — — Eux - APPROX. ELECTRICAL LINES, UNDERGROUND W/F 047 fi lo 1.o , Cc-) UTILITY POLE 1-¢1 UTILITY POLE WITH LIGHT 8.4' X 1' j \ \� \ \ OVERHANG � UTILITY POLE WITH TRANSFORMER \. \ /LIGHT S 1 + O PROPERTY �� / �\ \ �'' �02 �9 Q O PROPERTY LINE \t�V/� #43 \\1� ///G} \ 5.2' X 2' �� 1.5 �- 1 0 o'pc p c3n V EASEMENT LINE `+� 0VERHANG LL 0 IRON PIPE ROKEN MON. \e r',z. �' w O O 'X� 0_ Ldl ® IRON ROD \ <,+ R=540. 0' + B / L=8 �' / m ¢ u 3 -1 MONUMENT \ \ LC=S4828 80E o, EXISTING HOUSE _ LOT #1 I 1 8.Y 79' l °'' DETAIL ^ _ ROADS #241 DEMING S7rT / R. o Z) GUARD RAIL l AREA: I /(tOTAL) / �\ / o00 4.3' �h. —� e —�� SIGN 33,261 S F. I / /v�r / _0, l a11L61 4.3' Rv OR S 0 0.764 ACRES I �, c.0. -t- I s �� SITE FEATURESN`v� \� / + 0 9 c N m m IL .. . EDGE OF WATER A�' �'' \ t, �� y} 1�5"/ IFX. DJ'94 ��� o� a 0, W ¢ 0 —x x x x— BARBED WIRE FENCE �ryry / �// ,� , — — `J`"' ' \ TF•I50.34 G+ \ M o o o m CHAIN LINK FENCE F VY/ #� � // j / 4+ EX. C35 _ = RAIL FENCE / / / / `� TF• ' O 4 / L / / /� 150 / \ /� \ STOCKADE FENCE 1 / �/ _ _ S507428"E \ —+ + +— WIRE FENCE / / / / // ��5 — — \ 8.95' cJ57 STONE WALL �+ \ 0 oR TREE 6 �0 \ EX. CB W �. TREE LANE � � / cc z I / // /// /�/// \ \X \ + i F:157�2 SANITARY SEWER r CONSERVA 77ON INV " F.D.= / l PA VED /R. \ \ N 0 — — — sx— — — sx �— APPROX. SANITARY SEWER MAIN EASEMENT 15,205 S.F. 143.4' I I I / / \ /� r �S� DRIVE ��. // \ � \` - — — ssx — — — ssx - APPROX. SANITARY SEWER SERVICE LINE 1 Qs SANITARY SEWER MANHOLE 8p�, D I I I = \ i O v OWER CLEAN OUT > / I l INV ( Q \ � \ S O W N Co.C.0 �� / / I 145.E f F \ Q s \ \ \ + J EX. C \ STORM SEWER 3� / // 7 m �so;t TF.15G. 7 \ Z T APPROX. STORM DRAIN PIPE � s6cyo PORCH 15 \ N 3 m � STORM DRAIN MANHOLE � /I �jo_ s�. t x �^�' �h .156 �1 a C} v ® CURB INLET �� 152.6 N NIF `� " �❑ CATCH BASIN / WOOD `s' / ECK EASEMENT f I I DECK ROXY �\ 0 CONC �525 % PROPERTIES L L C \ N PAD TOPOGRAPHY I F \ (VOL. 2489, PG. 214) - - - - -95- - - - - CONTOUR / /��V�`f / �9'Q ' / xLi I I P `<� Q X 61.95 SPOT ELEVATION / G WETLANDS �0 �Q ' �'�+ N L���5Gpp1N GQC \\ o 0 N WETLANDS LINE �a3 \ F m m o ' \' m EXIS77NG v / ^ / I I W C HOUSE w ,OV247 > �lb > W 0 IRON ROD SET , �p1 s ,c�� / f/ ,P "� ---- ; > N JUNE 2018 �o �4 I ' / �F� LLITE W o G� qP v,P DISH l.9 16 v �03 I 16 �S 1 T/f ✓ �'V � ma's •� V / �� I ��°� � m ; Q / p N N 7 I / O fJ (a Z I SUIT l/E Y NOTESuO N ' \ 1. THIS SURVEY AND MAP HAS BEEN PREPARED W PURSUANT TO THE ' REGULA TIONS OF CONNECTICUT STA TE AGENCIES SECTIONS 20-300b-1 THRU N \ 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE Z 00 LLJ I.R. OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND W SURVEYORS, INC. ON SEPTEMBER 26, 1996. U) r N \ W Q IRON ROD SET NIF #5.4 • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD - v JULY 2017 AND IS INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE Z \G� #5J TO PROPERTY LINES. O O O b co ` THIS IS A RESURVEY BASED ON MAP REFERENCE #1. m �� HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS Q 0 `�9�•�G. CLASS V-2 & TOPOGRAPHIC ACCURACY MEETS CLASS T-2 STANDARDS. � � N j r ; qa�p O in MAP REFERENCE.• Ln µo. 16766 00 1. SUBDIVISION PLANS ASTICOU INVESTMENT, LLC 235 & 2441 DEMING STREET d O��r� SHEET SOUTH WINDSOR, CONNECTICUT, PREPARED FOR AS71COU INVESTMENTS, LLC, �•q�.00t ul DA TED: 3-5-2018 REV. THROUGH 4-19-19 PREPARED BY DESIGN yO ""'• ' o PROFESSIONALS, INC. U 16766R�l i v BA RY D. CLARKE L.S. LIC. NO. v D= LuN_ NI I 0 u cc cc x8, I W LEGENDco co Q 6NF (AW EXISTING DESCRIPTION cv BORINGS t y CC cc $3' z< T BORING / TEST PIT LOCATION O 3 N 3 �< IL COMMUNICATION c cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) y I — — — cx— — — cx— APPROX. UNDERGROUND COMMUNICATION LINES J CONTROL POINTS O WA V J BENCHMARK ��� IL= DOMESTIC WATE \` `'`�. �� y I-w — — — W. — W— APPROX. WATER MAIN � Sk y we - — — � — — — +'+sx- APPROX. WATER SERVICE �`�. wv >< WATER VALVE FIRE HYDRANT LIGHTING t POLE MOUNTED LIGHT �1, + INV=138.5i` � NATURAL GAS GAS VALVE ~ \ pa — — — Gx— — — Gx— APPROX. GAS MAIN �0 a - $g_ � � dR10�7�� �� r� - — — Gsx — — — Gsx - APPROX. GAS SERVICE LINE L=96.97 y" \ `J it POWER \C=S58041031E96.84' + � � � EN ELECTRICAL LINES, OVERHEAD \ \� - — — EU — — — EU„ - APPROX. ELECTRICAL LINES, UNDERGROUND 47 ca.) UTILITY POLE i 8. r 4 `?l UTILITY POLE WITH LIGHT / 1 \� \ 4' X 1' / H h� T S 0 VERHANG UTILITY POLE WITH TRANSFORMER �. Ile / \ + O PROPERTY y fir''\ �o Q O PROPERTY LINE V V�� `�/� \ �y�} \\ c5. � a' 3 V EASEMENT LINE / � ( / XF9+ 5.2 X 2 ' 1 �� Z Q IRON PIPE OKEN MON. OVERHANG � 8- Lu Y 0 0 // d=8535f / o Q IRON ROD /Y / �+ R=540. O' + S ¢ _ Q 0 In 0 MONUMENT LOT 1 ` LC=S4828'2 "E `� 0 ' EXISTING HOUSE _ ^ _ a # I I� 8Y79' I DETAIL ROADS o #241 DEMING STREET ry f AREA: 1 I �.. /(tCJTAL) /1 / f J `y0000 4.3' ^ ^ GUARD RAIL �' �R -o-� SIGN ry� 33,261 S.F. I /� / �� l F 4.3' i i 0.764 ACRES c.0. / + S SITE FEATURES Q 'v\ti� I / f \ g o N Y 0 •• • EDGE OF WATER g ( / �,} / / ` 6�' w N 3 ti I / q8 EX. DI'7N �� 0 o o —x x x x— BARBED WIRE FENCE �ry / // �� , — — _ wv✓ f TF150.34 G+ f -0 0 0 0— CHAIN LINK FENCE / W� � //// ji/ \ "_~ EX. Fp+ RAIL FENCE �. I / // / /f 150' f TF/130.64 \ STOCKADE FENCE 5�. , — S5074 280E WIRE FENCE / / // j // // �/ /�� — — 8.95 T, 957 STONE WALL fB OR TREE I / / / / / / /4 / / �52 -O W W TREE LINE I / / +/ / �W�Ki -� ( — — — \ / \ I i EX. CB 0 SANITARY SEWER CONSERVATION INV. " F.D.= / I / / ,/ ,/ / PAVED �\ \ \ y — — — sx— — — sx— APPROX. SANITARY SEWER MAIN EASEMENT 15,205 S.F. 143.4' I I I / / I.R.i �S3 DRIVE - — — ssx — — — ssx - APPROX. SANITARY SEWER SERVICE LINE Qs 3 f II I� I I � ~ 0 80SANITARY SEWER MANHOLE O SEWER CLEAN OUT INV- ♦ � S O OCO / I 145.E f + W 0 F ♦s EX u STORM SEWER �So TF:156. 7 0 Z G'.c CONC. \ APPROX. STORM DRAIN PIPE �s '�� s6, c-5- PORCH m QQ STORM DRAIN MANHOLE /J �� �� �GSF �' �h F \ EX. CB < ® CURB INLET I ��V/ WOOD R's x152. �� N fF 156.21 ❑❑ CATCH BASIN ECK 0.051�10FF ;/ I I DECK CONC. 1525 / ROXY f EA MENT _ PROPERTIES, LLC O(VOL. 2489, PG. 214) J TOPOGRAPHY / '`So• PAD 2. I \\ V' - - - - -95- - - - - CONTOUR ��`�� I � -A � Y x153 I ♦ ® � � Q X 61.95 SPOT ELEVATION ; f.` �J / o \ 'Ln WETLANDS NpS�ApIN G� \\ h �Q A f �- �' �A � 1 m m m o WETLANDS LINE Q�c, 11 \ � F o � 0 / / / ©f EXIST/NG HOUSE w 1247 / Cb Zu Lu Z QQ �, � Imo/ h / ~�ti cn W IRON ROD SET 0�' �I _ `�` l l v '�'FL� �_"'-� N JUNE 2018 0ry � �0 f �� f F� LLITE WLu N o �� �P -�r,F, �/slI N o � z 0 4 r. N N Q T ¢ N O 1 T ! Z I SUR l/E Y NO TES.- 0 uo N \ 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE W 1:10N I REGULA TIONS OF CONNECTICUT STA TE AGENCIES SECTIONS 20-300b-1 THRU i'— N 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE Z Lu /.R. OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND W SURVEYORS, INC. ON SEPTEEMBER 26, 1996. r N \ W Q IRON ROD SET W/F #54 • TYPE OF SURVEY IS AN IMPROVEMENT LOCH TION SURVEY - RECORD - Z JULY 2017 TA NO O ISPNTENDEDEO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE O 00 o ' ♦ w c-n m J co of -PAV, THIS IS A RESURVEY BASED ON MAP REFERENCE 7-1/1. a ot m ;,of D HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS Q QQ�t C�•�9�ty� CLASS V-2 & TOPOGRAPHIC ACCURACY MEETS CLASS T-2 STANDARDS. a N e , rn"7� j MAP REFERENCE:Ln • ` ` 00 1. SUBDIVISION PLANS ASTICOU INVESTMENT, LLC 235 & 2441 DEMING STREET '* Q 18766 �:� SHEET M SOUTH WINDSOR, CONNECTICUT, PREPARED FOR ASTICOU INVESTMENTS, LLC, DA TED: 3-5-2018 REV. THROUGH 4-19-19 PREPARED BY DESIGN �Q•••..•,• y�, PROFESSIONALS, INC. Su Rv v 16766R�l BAR D. CLARKE L.S. LTC. NO. LL i B[M��ilifa■�ilE�■!IN■I�tkJ�ite��fiflYllilki�J■C r®■■ ■ � NOTES: - - - ,� o 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE STREET TREE PLANTING SCHEDULE SEDIMENTATION AND EROSION CONTROL s L �ao ()T 0 LU KEY QTY BOTANICAL Nh,ME COMMON NAME SIZE TYPE 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE H = TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCILS FOR GRADING AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES ACFR 2 Acer x. freemanii 'Jeffer's Red' Autumn Blaze Maple 2.5" cal. B&B FOR SOIL AND WATER CONSERVATION. w a SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER AND 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO Z a Q ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION, AND SHALL BE MAINTAINED OR REPLACED AS NECESSARY. n,.v 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL o ° UTILITIES AND SERVICES WITH RESPECTIVE UTILITY COMPANIES. SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. ANY y a J�®� PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LU J � _ _ 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS TOWN OF SOUTH WINDSOR. INFORMATION, OTHER PROPOSED SITE FEATURES, AND EROSION 4. CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY. STONE SHALL BE ADDED w CONTROL MEASURES. OR REPLACED AS REQUIRED, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ■O g EXISTING ROADS AS DEEMED NECESSARY. O = 4. REFER TO ARCHITECT DRAWINGS FOR DETAILED BUILDING DIMENSIONS. - .. \` r `� f a 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR ■� � �Ln ,�' DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS, UNTIL FINAL GRADING Q y w o 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. \ \�-�+ ��.�Y\ \ Sx / AND STABILIZATION EFFORTS TAKE PLACE. NO TREE STUMPS SHALL BE BURIED ON THE ° �• / PROPERTY. O F. 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. \�' \\��\ ``- / / 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION i IF DEEMED NECESSARY OR ORDERED BY THE ENGINEER OR THE TOWN OF SOUTH WINDSOR. - 7. CONTRACTOR TO CONFIRM EXISTING ALIGNMENT, INVERT, AND \ \ \,� 7. YARD SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF SUITABILITY OF EXISTING SANITARY MAIN TO ACCOMMODATE PROPOSED \ �� CERTIFICATE OF OCCUPANCY.TION. DESIGN ENGINEER SHOULD BE CONTACTED IMMEDIATELY \ \ \ t C g's . 0 N N EC ---- s m IF OBSERVATIONS ARE IN CONFLICT WITH PROPOSED PLANS. o + / PERMANENT VEGETATION COVER � � v Z \ / PROPOSED 6 SANITARY LATERAL SEEDING DATES: APRIL 1ST TO JUNE 1ST & AUGUST 15TH TO SEPTEMBER B° 4t§ \ \ INV=138.5'f 15TH USE THE FOLLOWING MIXTURE: _ � A=10 1721\ BLUEGRASS BLEND 3 VARIETIES) 50%R-540�, (SEE NOTE 7) / CHEWING RED FESCUE 30% \ L=96.97' I PROPOSED SANITARY LATERAL PERENNIAL RYEGRASS 20% IRON ROD SET \\ 14,,C=S58°04'03"E 147' 6" SDR-35 ` APPLY 4.50 POUNDS PER 1,000 SF � - � JUNE 2018 \\\ 96.84' \\ + S=2.0% s \ PROPOSED GAS- \ PROPOSED OVERHEAD , LEGEND / " #�� \\ SERVICE \� J ELECTRICAL/COMMUNiCATiON TEMPORARY VEGETATIVE COVER SERVICE ST MARCHSEEDING DATES: TO JUNE ni & AUGUST ni TO OCTOBER ni IRON PIN TO BE SET \\ \ ' ANNUAL RYEGRASS1100%1APP Y ONE POUND PER 1000 SF OR 40 POUNDS 0 w ° �\ \\\ �\ \ / / PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. �• ED MONUMENT TO BE SET , � �,\ + rLIGMT s o PROPOSED CATCH BASIN AND PIPE ` 1 \ \�` \\\� + \� 0 -55-0-55 PROPOSED SANITARY MANHOLE AND PIPE \ \ \\ % \ 3 0/ a ¢ G PROP. GAS SERVICE \141F #48 �, ` \ / \ "� 1 Z) N s 6" SAN. LATERAL S=2% MIN. , I �� =8°53'56" \ // o Z PROP. ) BRAKE N MON. / /� i Lu O O EU PROP. UG ELECTRIC & COMMUNICATION SERVIC S } ' 1 \. R--83$.00 Fo \ a ¢ 1110 DATA BLOCK W < = z WS PROP. WATER SERVICE IRON ROD sET LC=-S48� � ��� � c, - 1` I \ 28 25 / \ Q• ¢ PROP. 6" PVC FND. DRAIN S=1 .0% MIN. / iNv=14o'o'f LbT #J JUNE 2018 83.79' ZONE: AA-30 E CD N I- -84 - EXISTING CONTOUR / #•�4l L�EI`�ONc� 5TI<'EFT �{-�'��� �� STREET \, / O 84 PROPOSED CONTOUR I ',d,' A: y- _ - TREE E,45E1?ENT ( ( , / ADDRESS: #235 DEMINC STREET cn X 195.6 PROPOSED SPOT GRADE e o ` 1 \\ \ PROPOSED WATER PROPOSED F 7454 AC�:E5 I \ SERVICE \ + ITEM REQUIRED/ ALLOWED > si= PROPOSED SILT FENCE 6'` FOUNDATION \ \ / LOT#1 m m ry EXISTING TREELINE / N rn� DRAIN ✓ \ -PROPOSED BIT. \ Lot Area 30,000 S.F. MIN / 3 ACRES. 33,261 S.F. w m N 3 v av ,.w �, \ DRIVEWAY a - - - - EASEMENT BOUNDARY ° \ \ % \ �+ \ r /r \ I Frontage 150'i200' 180.63' P1 \ -r f�Y 4° ! 1 \\ � \ / Lot Depth 150' 210.00' EARTH On 1 S�'� � \ 8.95` \ \ ` Rear Yard 50' 108.1' ,--STONE ANCHOR PILE 47 U ,/ 1 � 6 7 Front Yard 50' 51.5' /' + + +' y'a ' ,�Ec � 5cy ./ CB GRATE r + + p 1 � \ ANTI-TRACKING PAD T q57 � Side Yard 20' 21.5' FILTER FABRIC + + ,\p,`?s ~\ \ 1 ( �. Lot Coverage 15% 6.9%± W W +':,,IRON ROD SET T - I + JUNE 2018/ ( /1 \ ! \ \ \ S W Z SUBGRADE CONSERVAT/C/v' + + Y ( / �O I / �`? l R \ \ \ \\ V \- FALTER + + \ � \ RECEIVED SUBGRADE _I FABRIC EASEMENT /5,205 S.F. �O� O + + + !(� + + �; \ t>� \ �\\\ / 0r9 / ` .��' \ \\ / MAR 0 2 2021 Z 0 CB TOP #� O \ \ y+ r__ _ _ + + y s,\\ �' •yr r / % \ \ \ \\yy South vrruisor 8uitding Dept O W co) h NOTE: I � / �\+ 4 + + + + + + � �� \\ �� Y�s�ars�20 O• '/ JU�Y 20D7SEF \ � REMOVE CB GRATE. PLACE FILTER FABRIC. + + + + J' CI `\ �06 0. ,5'�y REPLACE GRATE TAKING CARE NOT TO + '�''�j �C N a• DAMAGE FILTER FABRIC. ANCHOR % + WITH STONE OR EARTH PILE. / + <0, > O CATCH BASIN GRATE �' + + SEDIMENTATION CONTROL - + + + + + + + + - � x1 i3.6 4 r + + + I I N �A G 0 \ N.T.S. + + + + I 1 \ S , SAND-5 / (, \ s Q 4- 1,/_ _ EXIS77NG + + + + -r' gyp\ 1. SET POSTS AND EXCAVATE A 2. STAPLE GEOTEXTILE TO POST l: . + + cry 1¢ --__ / , 4 �C HOUSE 6"x6" TRENCH UPGRADIENT OF _ ( + + + + I 6 C o POSTS. , + _ _ Q� / #247 � ANGLE POSTS � `" ' L a OST SILT FENCE _ - - ' + + +i ° i G.o oF, LU \\\�`�F'C'0 ,,�� O 5 UPGRADIENT w rm 12" IRON ROD SET ' , + + + ,�o 41- 'f' s,\I JUNE 2018 + 1\ tip° % LLITE z l l / . + y D/SN \ - = LU a Q + + + < �`� r / �// #247 DEM/NG STREET / y Soo �+ + + + + + + + + + 1 I/�/ / NVF MELPM* BEVERLEY � / 3. A A"i, GEC=XT,_= TO *C 4. BACKFlLL TRENCH AND �Q, + + + + I YY/ .��\ f ' AREA 3/,500# S.F ` ��� �iL������ POSTS AND EXTEND INTO TRENCH. COMPACT EXCAVATED SOIL. �a\ - + j �� 0.723 ACRES + 1 + + + T + + - SILT FENCE !�I (VOL. 2627 PG. 163,) (,'3 OZ 2�2 N W O M �s, + + �46� a N FILTER FABRIC N COMPACTED BACKFILL 1N. F / o t I ( / SURVEY NOTES + _ L THIS SURVEY AND MAP NAS BEEN PREPARED PURSUANT TO T14E W °� I REGULA TIDNS OF CONNE SILT FENCE CTICUT 5 TA TE AGENCIES SECTIONS J \ { 20-300b-I TNRU 20-300b-20 AND THE "STANDARDS FOR Z Im o N.T.S. SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS W ADOPTED BY THE CONNECT/CUT ASSGLIATION OF LAND r N SURVEYORS, INC. ON 5EPTEM5ER 261 lq%. W / IRON ROD SET- l/ �jA� � ' > Z JULY 2SET \ �� • TYPE OF SURVEY 15 AN IMPROVEMENT LOCH TION SURVEY - 0 Q #�cm PROPOSED - AND 15 INTENDED TO DEPICT THE LOICA TION OF O 0 Q PROPOSED IMPROVEMENTS RELA TI VE TO PROPERTY L INE5. { 0• Q o o / ? TH15 15 A RESURVEY BASED ON MAP REFERENCE #I. OWNER ZA P P L I CANT: 1 ` 14ORIZONI-AL ACCURACY MEETS CLA55 A-2°OADARD5 AND VERTICAL O M ACCURACY MEETS CLA55 V-2 TOPLtxRAPM/C ACCURACY MEET5 CLA55 T-2 j CC) Trivik Builder LLC ti 77 Cha�ponis Way �`' ` M4P REFEREIJC _ STANDARDS. L ' 4 171 o South Windsor, CT 06074 1. 5UBDIV/5/0N PLANS ASTICOU INVESTMENT, LLC 235 2441 F Now S6 �b, t SHEET 860-682-0175 DEM/NG STREET 50UF14 NIN950R, CONNECTICUT, PREPARED v FOR ASTICOI/ INVE5Ti^'IENTS, LLC, DATED 3-5-2018 REV. <;. ';•.,0�N5 ,,�; LE •4-19-19 PREPARED BY DESIGN PROFESSIONALS, INC. 16766 pp_l BARRY CLARKE L.S. "'��'�rx,e a�ai``'`` LIC. NO. MATCH LINE SHEET NO. 7 PLANT LIST SYMBOL QUANITY NAME SIZE B P 2 BETULA PAPYRIFERA ( PAPER BIRCH ) 10- 12' B a B HEAVY NAL� 0Levi _ 1 C F 5 CORNUS FLORIDA ( FLOWERING DOGWOOD ) 6 -8' B a B HEAVY pN0 o / F S 2 FAGUS SYLVATICA ( EUROPEAN BEECH ) 2 - 2 I/2 CAL. B a B I G 12 ILEX GLABRA ( INKBERRY ) 2 2 1/2 -' s ' - - L F 6 LEUCOTHOE FONTANESIANA ( DROOPING 18 - 24 L EUCOTH OE PS 2 PINUS STROBUS ( EASTERN WHITE PINE ) 6 - 8 B a B r o TC 49 TAXUS CUSPIDATA ( SPREADING YEW ) 2 1/2 3' B a B __-- -- 1\ \� \ j I / / / � `11P I OF 01 P E zzo-4A I, ROW HAY®ALESzz .o 6 I.G. C.F. 1 / III / ' / / / Z s g r TYKE "C" ATCH 6ASINf-- gao WITH DEPRISTRR,,',44P l / / / / / / W Tt. 135.2 F.L.12I I.7 ' T st 'J / rJ Jl 'l ' r ' ,/ W / / / ' ' I ,F.S7 / 3L.F. IB.P 919 LLJ Z !CONGCULVERT END. I F.L. ,'1 31 . 4 / o\�I 1.<> I /r ' / J 2 ROWS ,6F HAYBA•CES THI 3 LEACHIO TRENCHES \ , 4�H2 WIDE SWALE g DEEP t !' '''/ � �rl C. / ,, ' ,,� � ��,�' ,► �� � I / , / � F. G —— •/ / ( / —_ / /; •(�� / TH3 / / ,� u / WE Lco I , I I I , / ► EASEMENT,/tR HIGH / `O �'" AND SIDEWALK PURPOSES4H4 ,z�. ` IF.S. � � / � I /' oa f / / ,' / ' f 2 Ps. C LEAN-OUT DISTRIBUTI BOX (TO 'GRADE ) F.L. 129.6 T Y G" /ETCH BASIN .1. 'C-130a` F.L. 12T O 0 / pie / MPL 1 LPL r_ ` s ' /CONC. CULVERT EN[ / // / M e'MR = - / ►28.01 I / 1 /4 s, I L F,L. 124.00 / / / I i -252. 18" RIPRAP /�� � _ _ _ _ ` N '48 47 . QD HYDRANT W \ I I I J A A _ ` \ 1 r� \`s / N I ► g1T � �� 6 ELBOW ND CLE N OUT (TO GRADE) $ 'r �� l , I \ I \ \ SAN. MAN HOLE T.F. SET IN FIELD k/ \ F.L. 131. 5 1 000 GAL. SEPTIC TANK o \ \R`/0 0; SAN. MANHOLE F.L. IN 131.80 �y i8.'34 �� �� T.F. SET IN FIELD F.L. OUT 131.55 /o�// coR� F.L. 123.90 ��UN 7r _ — EXIST I N/ IDING STRAW TOPO COMPILED FROM M. D.0 • MAPPING AND 12 OR STRAW ' �— CLASS A-2 FIELD SURVEY / - CONNECT TO EXIST. M.H. if 8" �--••-6"BIT. CONC. � " PERF. 4 PIPE L. S. N0. 11622 / CURBING 620 CD EL. 129.2 N DEMING STREET \ "' . ��''� �o ~ FUSS&OFNEILL consulting engineers .4 12" BROKEN STONE %►-�'�3 �c ' ri OR SCREENED GRAVEL MANCHESTER , CONNECTICUT No. 11622 ,4�;`,� TOPOGRAPHIC / CONSERVATION PLAN I I/2" BIT CONC. SURFACE COURSE __ R �o I� ,• I +I -- o-"•_"_FC • •.a„;;;;.�'�� THE NEW CALVARY CHURCH I /2 BIT CONC. BASE COURSE 3' 9' 3' 9' 3' ~ a ,� N �,;'` DEMING STREET SOUTH WINDSOR CONN , 4" PROCESSED AGGREGATE BASE #;3 �; REVISIONS APPLICANT: WATER r' * ' HIGH No. CALVARY CHURCH - 647 MIDDLE TURNPIKE EAST 6"ROLLED GRAVEL BASE ON APPROVED SUB-BASE SEASONAL �o,''4Eo,,rigEo �'�a ,••� MANCHESTER,CONN. TEL . 643-0163 APPROX- i 9'�NaIEN • ., •► PROD. NO. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO, TYPICAL PAVEMENT SECTION -- -- SECTION A A 81 - 116A 8/21/81 I - 40 267 G. B• M. W. D. O. 5 of 8 NOT TO SCALE NOT TO SCALE tiiry�:'ar�,griK;I Li1:1C�i".F._ LL t � t Electric # APPLICATION FOR BUILD)Ngi PERMIT Plumbing# HVAC# 240 Deming Street Date: �-2/ ld 1000542 Estimated Cost $ 000 r Permit Fee $ 040' COMPLETE RED BOXED AREAS Occupancy Fee $ 9' Engineer' TYPE OF PRINT ONLY Eng. Insp. Fee $ Affid�,S 29� ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee���� $ O TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned r by applies to do work according to the following: Applicant Location of Work --,)74/0 1213 Lot No. Applicant's Address Tel # Joo&'o J PJ,77 Town Zip e5Ca014? Lic.# /4rC&0-r,62Cb Owner tj Architect Owner's Address u ^"LYE t2-0 Architect's Address Zip Zip Sq. Ft. New Area: 1 st Fl. 2nd Fl. 3rd Fl. Total New Area Purpose of this permit ;��s.c= L`—�C�3f��k 0-0!E , ?��57'FLL ���UrtTt�2.5/fsZz/A r�s l7TL�A' X S �R�Y'cs�oC�c= 3v1,..e Sh �YaCCS 0l'��Ji: City Water 0 Well 0 Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located which this building i s u at Signe I hereby apply for a Certificate of Occupancy for the es this pplication for the permit. Signed _ DO N WRITE BELOW T IS LINE INSPECTION COMMENTS PERMIT CLOSED - -- PER: PA 17-176 AND ------ -- - - - ------ - CGS 29-393 w - >°D 3 THE BUILDING INSPECTOR �3 Of the APPLICATION FOR 9 TO" C F SIOU� VIU DSM Ci PLAN EXAMINATION AND BUILDING PERMIT IMPORTANT— Applicant to complete all items In sections: 1, 11, III, IV, and 1X. ZONING o I• AT (LOCATION) e` �v �"+�� I �+C � ��, W DISTRICT LOCATION / (NO.) (STREETkj OF BETWEEN 1� tic t /CIy10I e2,L _ AND 12nLpr BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE N 11. TYPE AND COST OF BUILDING — All applicants complete Parts A — D X A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wracklng" most recent use 1 Now building Residential Nonresidential 2❑ Addition(If residential, enter number 12❑ One family 113❑ Amusement,retrostional n new housing units added, i/any, in 13❑ Two or more family — Enter 19�Church, other religi us Part D. number of units——— —-i 20❑ Industrial 3❑ Alteration (See 2 above) 14❑ Transient hotel,motol, 21 ❑ Parking garage 4❑ Repair, replacement or dormitory — Enter number 5❑ Wrecking (it multifamily residential. of units ——————— —-► 22❑ Service station, repair garage enter number of units in building in 15❑ Garage 23❑ Hospital, institutional Part D. 13) 160 Carport 24❑ Office,honk, professional 6 E] Moving (relocation) 17❑ Other —Specify 25❑ Public utility 7❑ Foundation only 26 E] School, library,other educational B. OWNERSHIP 27❑ Stores,mercantile 8 Privot (individual, corporation, 28❑ Tanks, towers nonprofit institution,etc.) 29❑ Other — Specify 9 ❑ Public(Federal,State,or local gov rnment) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings,e.g.,food processing plant,machine shop, laundry building at hospital,elementary 10. Cost f improvement............... S school, secondary school, college, parochial school, parking garage for, department store,rental office building,office-building at Industrial plant. To be installed but not included If use of existing building is being changed,enter proposed use. in the above cost a. Electrical.............. ........ v ' 1 b. Plumbing ...................... c.Hooting, air conditioning......... d. Other(elevator,etc.)...... ... 11. TOTAL COST OF IMPROVEMENT III. SELECTED CHARACTERISTICS OF ISUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑Masonry(wall bearing) 40❑ Public or private company 48• Number of stories.............. 31 � d frame 41 © rlvoto(septic tank,etc.) 49• Total square feet of floor area, all floors, based on exterior 32❑ Structural steel dimensions ...................... 33❑ Reinforced concrete H. TYPE OF WATER SUPPLY 50 Total land area, sq.ft. 34❑ Other — Specify 42❑ Public or private company 43 Q"P►lvote(wall, cistorn) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed .... ................ 35❑ Gas WIII there be central air 52. Outdoors....................... conditioning? 36❑ Oil L. RESIDENTIAL BUILDINGS ONLY 37❑ Electricity 44 ETY.. 45❑N 53. Number of It dr ms.............. 30❑ Cal 39-ETOth r— specify WIII there be an levat r? Full.......... �� / 'n p 46❑ Y s 47 2< 54• lMrroorm: Pertlel. NOTES and Data — (For department use) IV. IDENTIFICATION •- T b compl t d by all applicants Nam Meiling address — Number, street, city, and State ZIP cod T I. No. 1 Pbonc6W-Ol`f 6 OY9 — wner or Lessee , 2. Contractor S 3. Architect or 91 Engineer b60�( r Th own r of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. gnat re of applico Address Application date D, 13 ore 70% Sou4h W1 .I6sdr 100, 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Ravi w Required Check Plan Review Date Plans B Date Plans B Notes q Fee Started y Approved y BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL Is OTHER Is VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS P rmit or Approval Check 0 Date ed Number By Permit or Approval Chec ObDtaalned Number By btaBOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES e GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER II. VALIDATION Building Permit number 12496 Bui[ding P rmit issu d Oct_ 26 19 Building P rmit Fee $ 990.00 Approved by: rGo `I.G�L�CIL� TITLE NOTES' Vill. ZONING PLAN EXAMINERS SIDE YARD SIDE YARD REAR YARD IX. SITE OR DISTRICT W..Z.......I:..::..i ::.N::•N:N.:•:■•::t1/::•••::...:::..•.:••./■:•MN.:L■■■.•..I:t.■ft:••M.: •••:■•:\{•1••/•:�■' ,i:N%.....iiii'..:N.�•lZ.�i•■�.•�:•:ll.■.L••�:■1. N.U■1.■,N../l.I.1f.1:.1.1.l..■... ...... ................ .........................•■. ...'•: ...... . .....tN. ...LLs::•MZL:::::r:•::::Sr::="Lllo�o Seen.. .\■YN.•.MY.N......».....■.yyy•....■■.....•.i.N...s................r»......................_...840. mamasL.3....�.L..�.... F.N..•».�.... �.. .. Z■•�::N:0131 _�:•..■'.tL.H:•roe :::^•::e:.. /"l::�LZM:C•esa�i........:::�:: :::i:::::mosma.m''Ntl:.•N :N\�•�NL::•�Ze::• N:� �:F •:■�C •\ .isesses L•�N■I•'r:s NY.YY•�.:�N.. •I■yy...Iii•L::N1••N.N.....N■.:.t\• ■••/.,C........••Y...••■.r..•..•t/Y..-fN y '.•■N••■■.NNFf d, ..\.N {� N•�f�/•.N\••I.N. 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TOWN OF SOUTH WINDSOR BUILDING PERMIT' Date bet• 27 , 19 81. Fee Paid $.990.00 Mt. Value $.1.65,000.00 Permit No 12496 on the side of f Deming Sam Street No. 240 Owner The New Calvary Church Applicant R{fthArd Kelley CERTIFICATE OF OCCUPANCY ISSUED: Date No. 5975 Fee Paid $ 3.00 CLASSIFICATION Church BUII.DING PBRNIIT N° 12496 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn 0Ct 77 1'�1 M4is is to QUo tTfti, That RSK on ractom Inc. is hereby granted permission to Church at estimated value of A 5-000..00 on the aide of 240 Deming - Street on land owned b3he New Calvary Church SaidWork to be as described in Application No12796 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued Oct 27 >sl. f . Building Inspector. Streets and sidewalks, obstructed by emcavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT- "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all cats and damages which it shall sustain, or be compelled to reason therefor." 6hurch - 240 Deming Street 10/27/81 Rft Contractors Th New Calvary Church permit # 12496 Electrician Petersen Electric #7576 V H ating Contr. Melle-h,White & P. # 5437 Plumbing " Mellen White & Pals #5881 Oil Burner # C rtificate of Occupancy # 5975 Site plan appd. per P & Z p INSPECTION R PO Permit # g Job 1 Footing % 2 Foundation 3 Framing 4 Wiring 5 Plumbing 6 Heatinga.,J,"A,� ?� /gam 7 Lathing 8 C.O. � �+ nn l�l7D V I � �� ^` �I no. 42 yAr TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONN. I Permit N .O 5975 Certificate of Occupancy THIS IS T�TIFY th theat No.� U in the Town of South Windsor, Connecticut, has been erected and co leted in accordance with 5theBui Co and Zoning Regulations of the Town of South Windsor, and is hereby appr f o cup r 6wv.4w, Builder Fee Paid 3 Date •V 19 �►.- ELECTIMAL APPLICATION Application N 8688 on the side of Deminir Street Street No. — 240 Owner Now Calvary Church Electrician Petersen Electric FILED IN OFFICE OF The Building Inspector Dec. 7 19 81 INSPF.MON. n*No Electrical Work shall be started until a Per. mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating pipes, and the fire stops (if of wood) are installed, without a special permit from the office of the Building Inspector. APPLICATION FOR PERMIT TO DO ELECTRICAI, WORK. No. Permit No. 6 _ TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. �.... hereby make application tq perform Electr cal Work according to detailed description below. All provisions of the Rules for Electrical Installation, Section 48, Building By-Laws, shall be complied with whether specified herein or not. South Windsor, Conn., .. — 19 Sign here A n _ Address Location • . Side of _...... _... __....._. Nature o1 Building How many stories ................_........... _...__ ...._..._. New or oId Building How many families _........ _..._..._..._..._._.._.._.........._......... Kind o1 Installatto ../..\ _. How manyStores ......._....._._.._...........___._. _._.__. __.._.._._.._.... Owner Architect _ _ Address ._. _.. ......_..........__..__._. .__.r_.M _..... Builder .... _.... .. ... Address .._. ..._...__.... ....._..._...._._._....._.... .� `, /� ' Electrician _. -/. .5 !`'...Ga.L .Address _............____ _.._ __..._...__ _ L & � scrz).q / Size of Main Wires No. of Light Loops L No. of Heat Loops No. o1 Power Loops No. of Light Outlets No. of Heat Outlets No. of Power Outlets ......._..._... ._........ Not of Light Circuits No. of Heat Circuits No. of Power Circuits No. of Sockets No. of Heat Receptacles No. of Motors No. of Panels ............... Size of Heat Circuit No. of Power Receptacles No. of Switches _..._ Total Wattage _....... _. Size of Power Circuit Total Horsepower No. of Straight Electric Fixtures _.... c 1?40. No. of Combination Fixtures _. No. of Receptacles No. of Cord Drops _._.. .._....._........_........_... .....__ Remarks: For other kind of Installation _. ....._..._ ... ._ .. ...._.._......._...._..._.._...__......... _........._...._........_......_.._..._. _......_.... � ... �........_._...... _.. _ ....._.._.. _.. _. __ ........._. _ � _.... _.... .. Estimated Cost ................_. 4001 }I PLUMBING APPLICATION ApphcatimNo, 6660 on the IV o re T -"Of strut No. 4 D owm _ (31;1, Q-. Plumber ft�.-JlPNw _ t1jZ . eAIR/sktou) Filed in Offue of lU Nov. 25 19_U No pesos tball cow, add to or afar ay pordm of the drainage gmtm of any bo&lmg (czcept to repair 66) uml a Plem iit in gw.oed by the BuMm In"cooc 44fto" Application No. 6 6 6 0 _ Permit N TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. ... ......hereb make application to form plumbing according to detailed desenpam below. All Y PP Per P g provisions of the Rules for Sanitation, By-Laws, Sections 33 to 47 inclusiv shall be complied with whether specified herein or not. South Windsor, .................1./....'d..-..........................._._. 19 ...._._.. Sign here Address Location /'1... ..._..__._...__..._.................. side of .............. ' o eet Nature of Building ........ How many stories _.. _..._...._ U ..._. .__ ._._.. r Owner Address... 1�...... Y.K�rYI Architectn ....... ..._..._......._..........._._...._... Address............... ......... ................__......_... ........ ... _.._.._._.......w.....__. Builder ........IC.. .1 ..C. .�7!1'-�.........._.. _ .._.w..__...____...._ Address . _............._._ ..__...... � - Plumber Address. ........... _. _._.........._....................... _ DRAINAGE CESSPOOLS, How many ........_......_ ......._.......... Where located ................................._..____.._.__.._..._..._...................__....... Are they water tight ..................._............................ Of what materials are they built Size of pipe from house to cesspool .............. ......................_ Kind of pipe .C... . _......................._........................................ MAIN DRAIN IN CELLAR, Material ....C.r... '....... Diameter ............... ..f .m......_3_..... . _.............._........................... Above or below cellar bottom .......... ........................_...._..___.__ _ _._....._......................... SOIL PIPES, Material �° ...........-.................................... Diameter .........................__...... __. WASTEPIPES, Material / 5............. Diameter ....._..., .. ., _�_ .._. ___._______._..........._.._..._...... TRAPS,Type proposed to use is ............_.................. .-.. ............ _..__ ..___.____._......_____..... RAIN WATER LEADERS, where do they run to ....................................._........................._........._............................. REFRIGERATOR WASTES, where do they run to _.............._.....__._........ ....._...__..._.. ._...._._._..___ ._. __..........._.... TANK OVERFLOWS, where do they run to _ ................................._.........._..._.._....._.._._. FIXMRn s v y WATER CLOSETS, How many ..........._....... ...................... Where located .....� —....-..r _�...... — Distance from trap to vertical soil pipe ......._....._..._..........__.. Pattern ............................................................... WASH TRAYS, How many ..................___.0?_.._................. Where located ..................................................._........ __.___..._ SINKS, How many ...................._........._..._- .._..._.__....._...... Where located .....`....`..................._........_.._._........_..........___._......... BUTLER'S SINKS, How many .._..._......._..........._.. . ___.._..... Where located......................._..............__..._........_._........._.._....._...._._...... REFRIGERATOR SINKS,How many _..^_._... Where located ...._........-._........._.__....___...._ ._.__..__..__ _.._... LAVATORIES;How many Where located ioup�J Where located BATH TUBS,How many ................._____..._........_..._..�......._. Al URINALS, How many .....................1..................._.........._..... Where located ......_........../f. ..............._................................. Are water closets and urinals to be local vented %.77......-. If not,is there a window in outer wall of room where same are to be located ..._...................I........._........................ ......__.._._......._. Estimated Cost..... ..... ... PERMIT # Application For 6538 5437 y DEPARTMENT DECISION Heating Permit � o 3 APPLICATION Is HEREBY: DEPARTMENT OF LICENSES AND INSPECTIO.,iS (� N IAAPPROVEO ❑ DISAPPROVED TOWN OF SOUTH WINDSOR v M O cd ' w 0 tE CNI[f INf►[CTOR APPLICATIONS MUST RE PRINTED OR TYPED. BEGIN WITN NUMBER ONE BELOW O 1. LOCATION OF JOB _$ S0 . 'a C N0. BTREET 4j V � to w LOT NO. FLOOR AFT. NO. O O +' N O 2. OWNER Ala" 65Lya-le / LALll Cd 0 yam. S. ADDRESS G�7 �/<< IMPbe 4.1 HONE Cs C/2 � S. APPUCANT� ��h„ 0� f� vi PIZ a6 s, ADDRESS '7 de,"JeAv-S/be78 `�4t¢_ c f w /4 Zj �p B. LICENSE NO. .sell c w B. EXPIRATION DATE OF LICENSE ri "/ ^P 3 v -O 10. ESTIMATED COST >! Ale&71y &L 0 CM o r .. 11. IS THIS A CONTRACT COST? ❑ YES OD d � u 12. FEE ENCLOSED s �— Permit 12496 79 d 13. TYPE OF BUILDING CrA ❑ REfIDERTKI. COMMERCIAL a .3 14. TYPE OF JOB: ❑ INDUSTRIAL , RIGINAL ❑ ALTERATION INfTALLATI N ADDITION REPAIR ,APPLICATION FOR HEATING PERMIT (Continued from R v no Sid ) 11. LOCATION OF JOe; `c l2r- m J ►U4 5 NO. STREET R OR AFT.N0. 12. TYPE OF INSTALLATION: OIL BURNER Cl ELECTRIC ❑ VENTILATION ❑ SPRINKLER ❑ GAS BURNER ❑ STACK ❑ INCINERATOR ❑ MISCELLANEOUS IDENTIFY SIZE Q '� SIZE ,I SIZE 1L �I 13. OF TANK 2?2O-P-20 OF TANKN a/� OF FILL OF VENT 14. B.T.U. EQUIP. AT REGISTER_��URNACE MAKE AND NO. AT BONNET FIRING RATE BOILER OR FURNACE MAKE AND NO. TT�� B.T.U. OR SQ. FT. NET B.T.U. OR SQ. FT.GROSSMM FIRING RATE ~ FLOORS TO BE HEATED NEW OR OLD BUILDING �l/d.r/ /JNSULLAATED — YES OR NO TYPE OF WALL INSULATION ROOF OR CEILING INSULATION AVG. SYSTEM WA ER TEMP. /�l .T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE ��d _FAHRENHEIT MAKE OF RADIATION- BASEBOARD. COPPER CONVECTORS, OR C.I. RADIA N. OUTPUT PER SECTION OR LINEAL OF RADIATION. SO. FT. OR B.T.U. l-"A"12 ems° 4,11,E - DESCRIPTION OF WORK 15. TO BE DONE. — Is. HEAT LOSS SCHEDULE. (TO BE INCLUDED FOR ALL JOBS): ROOM SIZE RINDOR• AREA — SQUARE FEET [.T.U. Ill.T•U• <o DISTRIBUTION INSTALLED AND DOOwf VOLUME TOTAL TOTAL Y. REGISTER ROOM ~O L� GRObf GLASS NET WALL CEILING FLOOR 1 HfANDIR.I ATi CORRECTED [D F h O` TT►[ AND SIZE ,O w:t. OR LEADER L w N size < WALL J4(.l 0,. •i FD R iR[! AREA yr� y ,9av raw— S a)o %) 34/)W 417 m s 3 a L a 3Uv R/v 7 1,jhhY 3 rr6 �� Z n M 460 IEws virri 7 z — to Cep OT Y y zz i _ TOTALS A. HEAT LOSS FROM BUILDING B.T.U./HR. B. DOMESTIC HOT WATER DEMAND B.T.U./HR. C. PIPING.OTHER THAN NORMAL B.T.U./HR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 17. ELECTRICAL WORK BY: NAM[ ADDRESS SUBCONTRACTORS AND IS. THEIR TRADES ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE(OWNER) OR (AGENT) OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. APPLICATION TO BE COMPLETELY FILLED IN. DATE SIGNATURE OF APPLICANT PERMIT # Application For DEPARTMENT DECISION Heating Permit Co to O¢ _ c G APPLICATION IS HEREBY: DEPARTMENT OF LICENSES AND INSPECTIONS H �' ❑ APPROVED ❑ DISAPPROVED TOWN OF SOUTH WINDSOR > o d� 0 CL 00 O DATE CHIEF INSPECTOR APPLICATIONS MUST RE PRINTED OR TT►ED. BEGIN WITH NUMBER ONE BEL w O dJ ♦+ p" to .0 g79 1. LOCATION OF JOB pQ NO. STREET �+ O CO V LOT NO. FLOOR AR. NO. 0 O N iOr 47 O 2. OWNER 161 k +. ly 0 S. ADDRESS > A.MHO m � CO2 '� S. APPLICANT B. ADDRESS y 7.PHONE w rc 44 s. LICENSE NO. a 0a w *. EXPIRATION DATE OF LICENSE .$ 10. ESTIMATED COST � O m O 11. IS THIS A CONTRACT COSTY ❑ TES ❑ NO QO d � 12. FEE ENCLOSED s � U is. TYPE OF BUILDING ❑ RESIDENTUUL ❑ COMMERCIAL O � a 14. TYPE OF JOB: INDUSTRIAL ac°i 3 ❑ RIGINAL ❑ ALTERATION INSTALLATI N ADDITION REPAIR APPLICATION FOR HEATING PERMIT (Continued it m Reverse Side) 11. LOCATION OF JOB v N0. STREET FLOOR APT.NO. V 12. TYPE OF INSTALLATION: ❑ OIL BORNE ❑ ELECTRIC ❑ VENTILATION ❑ SPRINKLER ❑ GAS BURNER ❑ STACK ❑ INCINERATOR ❑ MISCELLANEOUS IDENTIFY LOCATION SIZE SIZE 13. OF TANK OF TANK OF FILL OF VENT 14. H.T.U. EQUIP. AT REGISTER FURNACE MAKE AND NO. AT BONNET FIRING RATE BOILER OR FURNACE MAKE AND NO. B.T.U.OR SO. FT. NET B.T.U. OR SO. FT.GROSS FIRING RATE FLOORS TO BE HEATED NEW OR OLD BUILDING INSULATED - YES OR NO TYPE OF WALL INSULATION ROOF OR CEILING INSULATION AVG. SYSTEM WATER TEMP. B.T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE 'FAHRENHEIT MAKE OF RADIATION: BASEBOARD, COPPER CONVECTORS. OR C.I. RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SO. FT. OR B.T.U. DESCRIPTION OF WORK / 15. TO BE DONE; 16. HEAT LOSS SCHEDULE. (TO BE INCLUDED FOR ALL JOBS). Room SIZE rlwoowS AREA - SQUARE FEET [.T.U. R•T•U• 9,► DISTRIBUTION INSTALLED AND DOORS VOLUME TOTAL TOTAL ROOM NO' 3 GROSS Olw7f MET wAll CEILING FLOOR Cu./T. AT A'I CORRECTED J j r RlG17T[R ANDTap TO �j TYPE AM SIZE RAD. OR Lt wO[R L r N SIZE < rALL �� IINIILT.) DIi F. �O •I F SO. IT. iR![ ARCA t rgf�rW ! IN 3/ry G6 3 eL� 70 7oZ ?srr 3 i0v L 3fa sr 4' 3 L iv al 4ej OV — 13 o0- S l q 1) — /dr/v ! 071 3 TOTALS . d A. HEAT LOSS FROM BUILDING /I rr F 17 - B.T.U./HR. B. DOMESTIC HOT WATER DEMAND 1 U U CJ B.T.U./HR. C. PIPING. OTHER THAN NORMAL 2-�2 I S^d B.T.U./HR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 146 J -7 s 0 of 17. ELECTRICAL WORK BY: NAME ADDRESS SUBCONTRACTORS AND (( ,w,-- �� � p IS. THEIR TRADES vR y l/`� ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE(OWNER) OR (AGENT) OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. APPLICATION TO BE COMPLETELY FILLED IN. /L DATE SIGNATURE Of APPLICANT t MM •t1 A `a r 7a- wn, o-P s,o� V&U&O't 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 ~asoR.c0 AREA CODE 203/644-2511 October 14, 1981 William E. Grace, Esq. 25 Oakland Road South Windsor, Ct. 06074 Dear Bill: Re: App. #837 - Calvary Church, Site Plan of Development Please be advised that the Planning and Zoning Commission voted last night to amend the September 3rd, 1981 commitment letter as follows: Paragraph 3 as written is deleted, and a new Paragraph 3 will read as follows: 3. Rights-of-way or easement& sufficient to provide sixty feet (60') on Buckland Road and fifty feet (50') on Deming Street along the front of this property for the purpose of highways, sidewalks and related improvements, are to be established subject to the approval of the Town Engineering Department and Town Attorney. This letter, as well as the September 3rd letter, should be reproduced on the mylar before filing same in the Town Clerk's office. Yours very truly, PLANNING AND ZONING COMMISSION vg By: Mars ll Montana, Chairperson CC: Fuss & O'Neill T. D'Auria, Building Official W. Gerlt, Esq., Town Attorney P. DeMallie, Planning Director 4 0 1�4 O .4 TOWI-7, OIPSOUtA ?d&U&Ot mac 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ~osoR.co'' AREA CODE 203/644-2511 September 9, 1981 Fuss & O'Neill Consulting Engineers 210 Main Street Manchester, Connecticut 06040 Gentlemen: This letter is to notify you that the septic system design for the New Calvary Church located on Deming Street in South Windsor (Project Number 81-116A) is approved as designed. Several specifications, however, must be met. They are as follows: 1. The 6" sanitary sewer pipe must be heavy duty type, (ASTM D3033, D3034). 2. Each cleanout must extend to grade. 3. A submersible pump must be utilized for the well to create a pressure line as opposed to a suction line. 4. The piping in the area where the 6" sanitary and the 15' RCP cross must be carefully bedded to insure that tight, strong joints are maintained. If you have any questions, please do not hesitate to contact me. Very truly yours, TOWN OF SOUTH WINDSOR Robert Deptula, Sanitarian RD/ml cc: Calvary Church 647 Middle Tpke. ,. Manchester Planning and Zoning Commission Town Engineer Building Department ar tment 40~~ a t � Wn, 0le Soa� Vblzdziolt _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 ~�SOR•CO• September 3, 1981 r William E. Grace, Esq. 25 Oakland Road South Windsor, Ct. 06074 Dear Bill: Re: App. #837 - Calvary Church, Site Plan of Development Please be advised that the Planning and Zoning Commission voted to approve the site plan of development for property located at the intersection of Buckland Road andDeming Street, as shown on plans prepared by Fuss & O'Neill, dated 8/21/81, entitled Proj. No. 81-116 A, subject to the following modifications: 1. I£ sewers become available on Deming Street prior to any construction on this property applicant must hook up to such sewer system. 2. Absolutely no parking will be permitted on Deming Street at any time. 3. Rights-of-way of sixty feet (601) on the east side of Buckland Road, and fifty feet (50') on the north side of Deming Street,along the frontage of this property for the purpose of highways and/or sidewalks, are to be established, subject to the approval of the Town's Engineering Department and Town Attorney. 4. 24' x 36" black and transparent plans of sheets Nos. 1 and 2, printed on polyester film, shall be submitted to this Commission to be stamped and signed. The plan shall be stamped in accordance with the "Rules and Regulations of theState Board of Registration for Professional Engineers and Land Surveyors." The technical portionsof the final plans shall be certified by either a land surveyor or professional engineer licensed to practice in Connecticut. This approval letter shall be reproduced on and made part of the final plans. After the foregoing conditions have been complied with the Commission will return the signed plans to you for filing in the Town Clerk's Office. Yours very truly, PLANNING AND ZONING COMMISSION vg By: Marshall Montana, Chairperson CC: T. D'Auria, Building Official B. McNamara, Assessor W. Gerlt, Esq., Town Attorney P. DeMallie, Director of Planning Sewer Commission TO THE BUILDING INSPECTOR of 11:6 APPLICATION FOR 'hOWN OF SMITH WIIIDS M C XNK PLAN EXAMINATION AND BUILDING PERMIT IMPORTANT— Applicant to complete all items in sections: 1, It, ill, IV, and I o X. /� �A�`- Ql ram- ZONING I• AT (LOCATION) DISTRICT LOCATION (NO.) (STREET) OF BETWEEN AND BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE N 11. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking"most recent use 1 New building Residential Nonresidential 2❑ Addition(it residential, enter number 12❑One family 18❑ Amusement,recreational of new bousing emits added, if any, — Enter 19❑ Church,other religious 13 Two or more family in Part D, 13) ❑ 3 ❑ Alteration (See 2 above) number of units— — — —i 20❑ Industrial 14❑ Transient hotel,moral, 21 ❑ Parking garage 4❑ R pair, rsplocoment or dormitory — Enter number 5❑ Wrecking (if multifamily residential, of units ——————— —-i 22❑ Service station, repair garage enter number of units in building in 15❑ Garage 23❑ Hospital, institutional Part D, 13) 16❑ Carport ��s,�J.rf 24❑ Office,bank, professional 6 F-j Moving (relocation) 17 E] Other — Specify 25❑ Public utility 7❑ Foundation only 26❑ School, library,other educational B. OWNERSHIP �� r N 27❑ Stores, mercantile 8 ❑ Private(individual, corporation, S�� L J liNG 28❑ Tanks, towers nonprofit institution,etc.) 29❑ Other — Specify 9 ❑ Public (Federal,State,or 1 cal government) C. COST (Omit cents) Nonresidential — Describe in detail proposed was of buildings,e.g.,food processing plant,machine shop, laundry building at hospital,elementary 10. Cost of improvement„ ... J•Q0 school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building of industrial plant. To be installed but not included If uss of existing building Is being changed,enter proposed use. in the above cost a. Electrical. ............. b. Plumbing ........ ............ c.Hoofing, air conditioning......... d.Other(elevator,etc.)............ 11. TOTAL COST OF IMPROVEMENT is �.00 III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑Mas my(wall bearing) 40❑ Public or private company 413• Number of stories 31 ® We d frame 41 ❑ Private (septic tank, etc.) 49• Total square feet of floor area, all floors, based on exterior 32❑ Structural steel dimensions ...... 33❑ R inf re d concrete H. TYPE OF WATER SUPPLY 34 Other — Specify 42❑ Public or private company `�• Total land area, sq.ff........ 43❑ Private(well,cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ................... 35❑ Gas Will there be central air 52. Outdoors........................ 36❑ Oil conditioning? L. RESIDENTIAL BUILDINGS ONLY 37❑ El ctricity 44❑ Yes 45 Q N 53. Number f Is dreams.............. 38❑ Cal 39❑ Oth r— Specify will there be an 1 vator? 54. Number i Full.......... 46❑ Yes 47 Q N bathrooms Partial........ NOTES and Data — (For department use) IV. IDENTIFICATION — T b complet d by all applicants Nam Meiling eddr ss — Number, str t�t�y, and State ZIP code T 1. No, 1 /� ,✓ NCB 3��ii9,�-���.Q�V� �f/.no.0 Gs�s�9x Owner or Lasso* 2. .c:CGs N • .s/ /r o�t//✓�t/cS/� �� Q �o'L �32 P/3 Contractor 3. Architect or Engineer The owner this building and the undersigned agree to conform to all applicable laws of this jurisdiction. S• natur opplicant Address Application dot DO NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans R vi w Required Check Plan Review Date Plans By Dote Plans By Notes Fee Started Approved BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL $ OTHER $ VI. 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Value $2 t 975.00 Permit N0 12485 on the side of Diane Drive Street Street No. 135 owner tnn Hance Applicant Ra rg r cona tr. Go. CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CLASSIFICATION Vinyl Siding BUILDING PERMIT oFFICB of N° 12485 THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. Oc* - 7-3 1581. 94is is to Certifii, That Bergen Can at-mictinn Co- is hereby granted permission to Install vinyl siding at estimated value of ;q,97$,00 on the side of 1 15 Time nri vp Street on land owned by C 1 ny t nn Hance SaxNnrle to be as described in Application MUMS and to conform to specifications and plans filed with said Application, and Building By. Laws of THE TOWN OF SOUTH WINDSOR. Issued —2 Building Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said eiM town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." TO THE BUH DING INSPECTOR ' of t6 APPLICATION FOR TO" OF SOUTH COiM PLAN EXAMINATION AND BUILDING PERMIT z IMPORTANT — Applicant to complete all items in sections: 1, /1, Ill, 1V, and 1X. G I• AT (LOCATION) `44-VTQ� u�C� C01rh2r II 'rn' �// f� ^^��t�� ZONING 8Ut lU4e.ot /C —_tX M I rtQ S�, DISTRICT'J'7' LOCATION (NO.) (STREET) OF BETWEEN AND BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE N II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wracking" most recent use 1 New building Residential Nonresidential 2❑ Addition(I/ residential, enter number 12❑ One family 18 ❑ Amusement, recreational Of new housing units added, i/any.in Part D, 13) 13 ❑ Two armor*family — Enter 19,R1 Church, other r*ligi us 3 ❑ Alteration (See 2 above) number o/units— — — — i 20❑ Industrial 14❑ Transient hotel, motel, 21 ❑ Parking garage 4❑ Repair, replacement or dormitory — Enter number 5 El Wrecking (If multilamily residential, O/ units ——————— —i 22❑ Service station, repair garage enter number a/units to building in 15❑ Garage 23❑ Hospital, institutional Part D, 13) 16❑ Carport 24❑ Office, book, professional 6❑ Moving (relocation) 17❑ Other — Speci/y 25❑ Public utility 7❑ Foundati n only 26❑ School, library, other educational B. OWNERSHIP 27❑ Stores, mercantile 8 Privot (individual, corporation, 28 ❑ Tanks, towers n npt fit institution, etc.) 29❑ Other — Specify 9 ❑ Public(F deral, State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food _ processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement„ S 1000 school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical. .......... S�oT-ctae dui�ol t ri e — Teo�s , fsul'�tLt7D/NP1l i ttL. b. Plumbing c.Heating, air conditioning. d. Other(elevator, etc.).. 11. TOTAL COST OF IMPROVEMENT S 1 000 III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑Mae my(wall beating) 40❑ Public or private company 48• Number of stories 310 W ad frami 41 ❑ Private(septic tank, etc.) 49• Total square feet of floor area, all floors, based on exterior 32❑ Structural steel dimensions 33❑ Reinf reed concrete H. TYPE OF WATER SUPPLY 34❑ Other — Specify 42❑ Public or private company ci0• Total land area, sq. ft. 43❑ Privet*(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed 35❑ Get Will there be central air 52. Outdoors...... ... 36❑ 011 c nditioning? L. RESIDENTIAL BUILDINGS ONLY 37 0 Electricity as❑ r a 45❑ N 53. Number of bedrooms...... ...... 38❑ Cal 39❑ Oth r— Specify Will that b an*levot r? Full ... ... 54. Number of 46❑ Yes 47❑ No bothr ms Partial. IV. IDENTIFICATION — To b complet d by all applicants Name [[ Meilinj eddr ss — Number, street, city, and State ZIP code Tel. No. owns or Cahhr C1.� td Lessee 6(00�� 2. Contractor Architect C�E�aQc Architect or Engineer The owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Signature of applicant Address Application date P.GUK PYK I Woo sa ck l4 me Read 01,0,,pp sc r. DO NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Review Required Check Plan Review Date Plans By Date Plans By Notes Fee Started Approved BUILDING PLUMBING MECHANICAL ELECTRICAL $ OTHER VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Permit or Approval Check D°1e Date pp Obtained um obtained Number By Permit or Approval Check Number By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS 011, BURNER WRECKING OTHER OTHER VII. VALIDATION Building Permit number Building Permit issu d Z?/s, 19 Building Permit Fee $ fi A rove y: �'P1 , ^ TITL J (/ U TOWN OF SOUTH WINDSOR BUILDING PERMIT Date net- 9 , 1985 Fee Paid $.6.0 0 Est. Value $.1, 0.0 0 Permit N° 14741 on che Ti�tE side of Street Street No. y� Owner Calvary Church Applicant Rev. Kenneth L. Gustafson CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CS.ASSIRCATION Storage Building BUILDING PERMIT N�' 14.741 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. fit- 9 1585 94i8 is to Terlif-H, That Calvary Church is hereby granted permission to REACt StnrJUq,g hn i lding at estimated value of $.1,000 on the aide of 40e u. ckland Road Street land owned by Calvary chu-ch - Said . Wok to be as described in Application No. 15041 and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. Issued 1985 '--Building I"dor. Streets and sidewalks, obstructed by ezcavations or building materials, must be guarded by barrios during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." Ss�c4't� Wr/�so1� Cr{U��r-( Bul�Di NG Scale 1' roo .lou 310 5/ob jdJ11/Zsti/I CALVARY CHURCH (Ass mbli s of God) ./ 400 Buckland Road Kenneth L. Gustafson, Pastor South Windsor, CT 06074 (203) 644-1102 April 19, 1991 Building Department Town of South Windsor Attention: John R. Collins Chief Building Official We wish to borrow the blueprints of the Calvary Church building of South Windsor, 400 Buckland Road, in order to have copies made. With appreciation, �-� &' Kenneth L. Gustafson-�66' U*1-'VV6S01tC0011U'z- Application TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPICATION FORM No. : CI��. 3 P Date Received : Action/Public Hearing by : Receipt No. : APPLICANT: CALVARY CHURCH OF THE ASSEMBLIES OF GOD ADDRESS : 400 Buckland Road, So. Windsor, CT. 644-1102 TELEPHONE: OWNER OF RECORD ON LAND RECORDS : _Calvary Church and RSK-KELLCO, Inc ADDRESS : 400 Buckland Road and 1744 Ellington Road, So. Windsor, Ct. 06074 COMPLETE LOCATION OF PROPERTY: 15+ - ac. of land located at 240 Deming So. Windsor, CT 06074 ZONE: AA30 NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES DIRECTED: SHOULD BE Church: Atty. Martin Gould 1 Commercial Plaza, Hartford, CT. 278-1270 RSK: Richard S. Kelley, 1744 Ellington Rd. , So. Windsor, CT. 44- TELEPHONE: THIS APPLICATION IS FOR : (Check one of the following) I . Zone Change to (Public Hearing required) . 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . X_ 4. Resubdivision (Public Hearing required) . >dSO of 5. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development . 7. Earth Filling [ Section 101 and/or Earth Removal [Section 91 (Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY IANDPPLICATION SUBMITTED MUST BE TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. Ap licant Owne PLANNING AND ZONING COMMISSION APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3 . Three ( 3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist . No plans will be accepted at the counter if checklist is incomplete . It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans, architectural elevations , traffic report , etc . Planning Department staff will not accept checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6 . Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . CALVARY CHURCH - RESUBDIVISION 1 . Request for resubdivision to create two lots, one 15 .5 acres, one 18 . 8 acres. This is a correcting resubdivision for a property conveyance which transpired without subdivision approval. There is currently an application pending with this Commission on the 15.5 acre parcel for Grandview Terrace subdivision. Both proposed lots appear to meet zoning requirements . 2 . There was no topographic map submitted with the application as required by the subdivision regulations . 3. The town Inland Wetlands map indicates that there are no regulated wetlands on this property. 4 . No new construction is proposed with this application. 5 . Public water and sewer are available in Deming Street. The sewer line is shown on the subdivision map; the water line is not. 6 . If this application is approved, the Planning Dept. requests that: - The required topographic map be submitted - On the key map, the proposed subdivision size is greater than the 15 .5 acres indicated - On the plot plan, abuttors names be shown for the lots numbered 1-4 o � e � a s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 4�~Osee•co AREA CODE 203/644-2511 June 20, 1991 Atty. Martin Gould 1 Commercial Plaza Hartford, CT 06103 Dear Atty. Gould: re: Appl. #91-23P, Calvary Church Resubdivision Please be advised that the public hearing in the above matter has been scheduled for Tuesday, July 9, 1991, at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Signs advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have them posted by Friday, June 28, 1991. One sign should be placed on the northerly side of Deming Street and easterly side Buckland Road. Signs can be purchased in the Town Hall for $5.60 each. Very truly yours, P NING AND ZONING COMMISSION Louise C. Evans Chairman cc: Applicant Engineer M. Banach, Dir. of Planning M E M O R A N D U M June 28, 1991 TO: Marcia A. Banach, Director of Public Works FROM: Jerry C. Iazzetta, Town Engineer RE: Calvary Church Resubdivision - #9 -2 P We have reviewed the drawings dated 6-13-91 for the proposed Calvary Church Resubdivision and have the following comments: 1 . No Topographic Plan has been submitted, therefore this application is incomplete. 2: Iron pins are required for all property corners . 3 . List of coordinates are required for monuments . 4 . Sheet 2 states "Easement for highway and sidewalk purposes" . Has this easement been-granted? Also to whom will this be granted? 5 . Deming Street is a heavily traveled road and is very narrow. Would it be appropriate to request that Deming Street be widened along the frontage of this subdivision? JCl/jsv cc: Michael J. Gantick, Director of Public Works ON at e � Town. ap s"o� V&UlAot a _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 !-co��� AREA CODE 203/644-2511 July 25, 1991 Attorney Martin Gould One Commercial Plaza Hartford, CT 06103 Dear Attorney Gould: Re: Application #91-23P - Calvary Church/Resubdivision We are pleased to advise that the Planning and Zoning Commission voted on July 23, 1991, to approve the above-referenced application for a resubdivision of property located on the corner of Buckland Road and Deming Street, AA zone as shown on plans prepared by Fuss & O'Neill, Inc. , Project 91-70 and dated June 1991, and is subject to the following modifications: 1 . This approval is for 2 lots, numbered 1 and 2. 2 . All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of Y the Water Pollution Control Authority. 3 . All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits . All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 4 . A drainage assessment fee in the amount of $100 .00 shall be submitted to this Commission. 5 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's Office. 6 . Required topographic map must be submitted. 7 . Proposed size of the subdivision must be corrected on the Key map. Attorney Martin Gould Page Two July 25, 1991 Application #91-23P 8 . Abutter names must be shown for Lots 1-4 on the plot plan 9 . Iron pins are required for all property corners . 10 . List of coordinates are required for monuments. Black and white transparent mylars of Sheets #2, 3, and 4 with the above modifications, together with three blueprint copies of the entire set of plans , must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman LCE/pmm cc: Inland Wetlands Agency/Conservation Commission Director of Planning Chief Building Official Town Engineer Supt. of Pollution Control Assessor Fire Marshal Sgt. Gerald Lewis, SWPD Registrars of Voters SENDER: • Complete items 1 and/or 2 for additional services. I also wish to receive the • Complete items 3, and 4a&b. following services (for an xtra • Print your name and address on the reverse of this form so fee): that we can return this card to you. 1. ❑.Addressee's Address • Attach this form to the front of the mailplece, or on the back if space does not perm • Write "Ratum Receipt R ,'on the mailpiece next to 2. ❑ Restricted DeUv ry the article number. Consult postmaster for fee. 3. Article Addressed to: 4a. Article Number P 094 595 384 4b. Service Type ATTORNEY MARTIN GOULD O Registered O Insured ONE CO*MRCIAL PLAZA LaCertified O COD HAR?FORD CT 06103 ❑ Express Mail ❑ Return Merchandise Receipt for 7. Date of Delivery 5. Signature !Addressee) B. Addressee's Address(Only if requested and fee is paid) 6. Signatu (Ag 0 PS Form 38 Octo r 1990 u.&oro 1000-4734e1 DOMESTIC RETURN RECEIPT r � United States Postal Service Official Business PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here P & Z, TOWN OF SOUTH WINDSOR 1S40 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 91-23P 0NL RSK-KE INQ Developers 1744 Ellington Road Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 October 17, 1991 Louise C. Evans, Chairman 1991 Planning & Zoning Commission 5:JLITh Windsor 1540 Sullivan Avenues:gig Zoning_CommissiwR South Windsor, CT. , 06074 g_ Dear Ms. Evans: RE: Application for Re-subdivision 9r_� 1 CALVARY CHURCH, DEMING STREET We hereby request an extension of ninety (90) days in which to file the mylars and paper prints for the above re-subdivision. We expect to have the plans to the Town Hall well in advance of ninety days but not before October 21, 1991. Thank you in advance for your consideration. Sincerely, ez&dj ie CK Richard S. Kelley Ca1ChX We Build Our Reputation 1000542 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/21/10 GIS ID:27600240 FEE: 240.00 MUNIS APPLICATION# 201001431 BUILDING DESCRIPTION: APPLICANT `'k,.. LOCATION NAME: HARMONY HOME IMPROVEMENT ADDRESS: 240 DEMING STREET ADDRESS: 83 SLATER STREET UNIT 5 �� OWNER: CALVARY CHURCH OF THE ASSEMBLIES MANCHESTER,CT 06042, t —_240 DEMING STREET `a SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REMOVE AND REROOF 1 4 SPECIAL CONDITIONS: 6, ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: x BUILDING OFFICIAL 10/21/2010 12:15 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE