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05-23P_CHRISTIAN REFORMED CHURCH_AVERY STREET
LIST OF COVER SHEET DRAWINGS N I FINAL PLAINS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE .y�/r DA ► AVERY STREET CHRISTIAN REFORMED CHURCH AVERYSTREET SOUTH WINDSOR, CT CIVIL ENGINEER Macchi Engineers 44 Gillett Street Hartford, CT. 06105 Phone: (860)549-6109 Fax: (860)524-5088 Stjj j" WINDSOR PI.P►NMING OEPT. ARCHITECT Moser Pilon Nelson 30 Jordan Lane Wethersfield, CT. 06109 Phone: (860)563-6164 Fax: (860)257-4675 STRUCTURAL ENGINEER Girard and Company LLP 40 Wethersfield Ave. Hartford, CT. 061114 Phone: (860)524-5196 Fax: (860)548-1463 V 05woa*5? SITE SURVEY C1.0 SITE PREPARATION AND EROSION CONTROL PLAN C2.0 MATERIALS AND LAYOUT PLAN C&O UTILITY AND GRADING PLAN C4.0 MATERIALS AND LAYOUT PLAN C5.0 SITE DETAILS C5.1 SITE DETAILS A1.1 BASEMENT FLOOR PLAN/MAIN FLOOR PLAN/WALL, TYPES A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS SL.1 PROPOSED SITE LIGHTING MECH/ELEC ENGINEER LMG Consulting Engineers, Inc. 78 Beaver Road Wethersfield, CT 06109 Phone: (860)721-7234 Fax: (860)529-6700 PLANNING & ZONING - IVIARCH 8, 2005 HOWARD M. WOOD, III PHELON, FITZCERALD & WOOD, P.C. 773 MAIN STREET MANCHESTER, CT 06040 TEL (860)643-1136 FAX (860)643-5773 u \c.t \ 10 \ \ _ ��✓C� RAI_FS TO RUTT REVISIONS Qh 58,65 - - -- BALES TO BUTT TOGETHER 2- 1" x 1" x 3'-0" / 1 • % \. �x 254.07 x 258,05 �/!/� TOGETHER STAKES ® EACH r46lc9 \�= x 55.9 �x 2`56,90 t@r n\� 258.75 BALE. DO NOT USE b /x 261,38 ON PAVED AREAS. 1(-:6 ';fig y � _., 91 25G �_, 5? i \ r1C p \, x r5 4 �, ,' �\ \ j x 252.4� 2_56.05q \- 57, 3 x 259.01 \4259.24p x 261,58 BALED HAY `�' / \ \ x 253.53 Y 253�90 �r CO 4F,51 $ ' 'l/ c- _a5. 256,02 �k \��. r t 'J48A \Ph ` COCA `�58,9�V F.2s8 / r%V�p GUTTER LINE BALED HAY I \ F a1< 12 t ��' t/0 .` � 2� 2J�,2 ' 9 � 49 yh \ 0 Cg � 8, f o \2)5,�5 , p �, Of sue, 25 s IN I x 253,50 2,92 / = iy W/� Cc`�S \� �8,44 x 259.31 ` _I 2c ,d x252.34 x e �1�1,253"&. o _ �.3,74 2 .y4.,i-.`25c9AV0, .9 o 55/ltls�3--aP fx 52.55 x 253.. 5 x' 2 O Bo Y Sa _` \ ` _ \ \ CURB x 252,3a 2,.y�s-- / "` A \ 'x 258 66 X \ - �-�L __ f x ?250,74 �- �� 5 9 / &U 4 \ \ x 258.77 CH BASIN / 5,61C3 S �� / 1 1 41 x '5U9 ` x 2�8 23; .3J '�� 1 x 250.91 ` 54 CATCH BASIN v 52, x 250J7 .' ' � .8 x 251, ��, �� k / 254,83�� r ` x 257,65 ��\ can \ 3 _ At�♦ • x 258,75 _ x 257.62 W ui ETCH BASIN WITHOUT CURB BATCH BASIN WITH CURB 99 25185 190 _ J :9 ' , 2 8(/ '� / ` .' x 258.57 1 \ 14 �/ 5��6s x'ZS9 29 m \ 23 S �, uto x 4 { ' 24 a i \ ` \1 / x 251,21 - `' i, 49.55 B �f 25 $.'' / J ti� eA x 258.88 x 259,35 �a \ - 5 � . I�h x 7,43 of SEDIMENTATION CONTROL BALES 5 1 ,�248,37 ,,,`: ` ,q/ N CS l� \ / C.4 2 N P �� x 258, t `'�252.30 243.11. :r �/ 52.2�6,66 x �9,24 x S Iti \ yV r �, � " _,,�►� x ,S ss \ s � /� NO SCALE ,44.1;6 �C i` / x 249.38 'ir, y REMOVE TREE Yp) 0 ,,i��'rr;�►%'" + x a�v 30 i `� x 257, \ \, 5.04 x c ,� t3a5,7 \ ! ,t7,8 i I �� �s tv x 258.29 , 57,:� <SO x258. x 255,06 N \\ ` , _ x 2 J 4�� 2 qq \ D 258, \ _ M � 1 ° l / I'� x T` p A x 257,65 i'.S SS.OS �� �48,z5 245.33 I 400 24 . 48 _ 1,75 \< 253.4 S `� ��" T J / �,?44. . c0 ��► • } � �� x 25 .16 �/w pa No 53.87 � , r��_. \� ` ! N x 258,98 / G x 25 2 \ �✓� ('V glt C A� c45-84 rrrrrr�_r�rTJ1- r� r 4,4 x 258, 7x 25771? _Q\ x 232. 2 r / �:� \ qNK x 2 3.27 x c-r �_�1 "44,01 `� 1•.� - \ ! �/�� / \ 255.8 / / f \ 1 r-r f �� r -: , `4 lJ u R %257,49 v /-�. y Cx� x 244.75 x 43.6 rVIR's \ \ REMOVE CHAIN x W Y \` REMOVE OVERH FAQ 4 j \ -��' LINK FENCE ,♦ '� x 257. 5 2, r �� ♦ '` Rjj x 258,35 I 316 �-SERVICE ` �� L'4! x 4,65 c \ b %x 254.12 �/ ^` � /M S . 1 258.7 �/ o x (.33 7.45 x 255,96 50,17 / x � \ 54.32 / ^. -,V 68 Q '01 25 � \ 1.J8 x 253 43 S°'a 4, /l \� A\ \ \ 49.06 / Or x �� i \� Q/ ♦ �` REMOVEti� DINS _ & ISCONNECT TF ; r 2__..22 \ x 243.32 \ 2 1 cr\ 23? 1•� 1��_ ri ��.iT---- �0,06 ! ,5 / O� r 2 l f 4i� �\ ,/ / ALL UTILIT'1=RV.ICES"114ACCORDANCE `�'� ! - '�rr', ,r '•i ^ u� / k � WITH LOCAL STATE11 \ 1244.40 x 0.56 14 �� 260.35 ni -6 Z w / x 258.97 x cJ7. WTI ITY\, REQUIREMENTS \ / x 9 E- ♦, \ 4� I rl 'L�. i cv A' / x 259.20 ♦ �' �QI-\ \\ / � -44.8 ! x 24.1r Y 2•`TOCKPfLE AREA w x 2f51.64 ' +�f�2 5,4 50 ^ 6 5 x o +�--- if' n, \ 9 �0,, 2 0 Z� 246 6 / / ro 258,36 4's �Z w °5 SU C li �24a ,:1�'l SILT FENCE AROUND 24 ,06 f� 0� f'1 �a° o°' 1' 0 42 x 258.86 \' f �1 PERIMETER 1 I �',r�31 p i `O� o S`C�6 x 2s7.o5 �`♦ y �244 ��U2 I �' ~`� / r' �1 x 2 8,60 J `1 x 258.94 ` +a , 245.49 .3� `244 3� 3�j'23 S •. •� �/ 23?,8 ,♦ �♦t *new x 258. 60.95 0,37 x 2 6- x 25 ,1� X`S6 `-,9\ // \ x 241.83 • r ♦ 6.01 0 x 2 g� 6 / \ 24 ' - x c2.90 \ I x ' Q x 8.1650 7 x 48,64 I C 1 , 2 s Q ! CA x 257.95 5 x 240.4�i x 4 52 w, x 248 88 81 E t/ 0 > 260.47 r� / , 5 ` f J 33 ��� \ ` ` 3.2�I/ 256.27 255.44 U%� (D 0 � � x c30 , x � �. x 247,05 2 a SS2` : 255,56 C +;. / Ncs` t x 245,05 \ 43.43 �' ' 238.39 x 252.85 %' S4.9c�4 / x x 242.73 256,01 R a t'1 p - Q hu �D x 241,0$ 4 �,25x S cn 1 Cb L' x 259,82 RELOCATE IGHTL� N �/ / a'M 1 a 24 x 246, $ x r-1ku52,_ _x c'54.58 �F n 101 !, r%^1 r / , c / aa� �a ��f! \ .x . 39.83 \ x 25 C' ^ � N c �' x „b01.,vJ l " ��� ➢ i'h3,1_ - ....21 n 7 \ \ w x REMOVE49,3s / / l J \ 3 j 244,76 x 246.! r1 CONC. WALKS n `r i�' r x 8.36 / '1 / x 46.15 O,/ / x 236.59 ♦ ♦ 2aJ`a in c� ` -- 232.39 x 244A3 , �s ri _ n /� S �`>,r?� < 259.49 8,E N / / �� / / 1,' \,28 x 250, 9 q �! �0 `` `scr x P C 36 CLEAR TREES & BRUSH x �s%,♦w� r ; ,1,; - - s ,6� , ., hQ r a` �� �3.4, �,� x 253,sMOVE TREES & I N T AS REQUIRED \ 4 1.92 1 �, 2 , a \ \ , x 7 „ \ r'� r'f�'1,r' � 75 8 ` ` v 0 /-7-�" C _ L -� � ' � ` ; � Ji L1'ANDSCAPING ARbUND '4S 5-• �.� ,�' / ?31.7�\ REMOVE 6 , PVC ,R.L �+ �.r; �._---- '. .� r_r �r..r 251,s ,.rz2�' . I�@1LbING(TYP� ;�45,54 6 �O / x c .1,88 x 2 4,93' - Yi4..2 . ` , �xE39.73 APPROX: LOCATIONS :1 `rr i<J � 24 ' ^48. v �' 44.0'' x 235. $ I ' ♦ v y }�r� y r W 49.2 t�f / 232.1a ' x 4 X k 25. �.. o, L �\ 2 3. 1 \�► 9►� 2 ti x 25 �6,06 �Fr / \ x 231..? x 238.4� \� x 2 . ,1C x 248,77 ♦♦%/ t, ;X r'.rr1- ,- 5 y. ,.. { / r> r �" x 253.7 Y \ 43.57 \. rr-frr' �� e°49,19 x 1.56 0� r _ i?C' ti ✓ , 241, _ x 248.52 c a r' ,7� ' V of F4� _ mrr'rri�rIr 1'1'� t rl tr� �j� "8,0`? x� 9. x 25 / / . ( 245.402a?, .7 c�� 26 r'� 0,89 I X 2�\ x r:?7,5 y 24 ! 1� 'k� ~ `�>> 2 ; ..e rr' %� 3 / PROTECT TPZEE/TYP x 4 7.23 l T I _ 4 o % (10 C > �• REMOVE / / a52,13 "� a x RE WALL: 247. ' , Y/� cv / /�` ; 2� a O -2 � x 23�66 N G, �`�� °: 2 �`� �t / �, > RELOCATE LIGHT 243.10 Tlb _ r y' i l �, Q POLE 1 //J 44," . CONSTRUCTION LIMITS �► ^ 2 �7E ^` `' 1 A N , /%/% r N i < Q) � 1� 1 �tJ229.9r� t �A �.�/ i __�- /1'� / 2 bC1 /i 24 ' _h X�40Q ,56 r / �& / , %l/, j / . 231. 4 r 4 x 239.8 �_ /;' ' /J %n a�00 -��9.8€/ %IZ ��i�J /LEGEN SILT FENCE- `i3, 25,32' D / � NEW CB YD W / EROSION CONTR 'c c p s ■■. / _- .__--�Q1.??S3�� �r sy.•- �C3 y� - ,v N � � ��8.3 �� / i' /' �1.■.r REMOV> kbi§POSE � nI t \ s y r � / / �/ x 2 �.os / ; : EX. CB W/ EROSION CONTROL IN SHED AND FOUNDATION �.-iiir-riii`ri:. w N*,� ��� fir. ;� _ / /CUT S�ANt .LATERAL q•••' --"- r \_ x1 '�AND PROVIDE TEMP. CAP cRloo ='� r--- \ \ lwr- j / N� i'�'`., ' fj,. ��C �.■.r... SILT FENCE \\`op` x 240,38 TRESS TO BE REMOVED Ilzz � csm� ate, TREES TO REMAIN 3.9 4(/ i �-1 o M RELOCATE STONE WALL , EROSION CONTROL NOTES: REMOVE YD &PPE ' ♦37'18 \ �� Nw w \ S/ah,\g/t s \ " l s' 9 / x 4 25 j' BITUMINOUS PAVEMENT, WALKS { `\ �� , .•` C cs' e%t d "j, Ncs s a, s� 53 �2 Q `P A*, C,4r \\ \ / AND CURBS TO BE REMOVED THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL Or (� ♦ �V; .13 6. (� \ �i / o 243.85 TEMPORARY AND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL o�h ,�\ S5 x 238,68 r 0 T1Cp EROSION AS MAY BE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT. V388 PC�1�Ux � �� n �, v CONCRETE SIDEWALKS p 9 ♦ RELOCATE LIGHT ;� �, s r✓j TO BE REMOVED IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO ISAVJCUT LIMITS o POLE AS NOT TO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY AND CONDUIT /' �►, I n �.. CARRYING WATER, ETC. THE CONTRACTOR 11 SHALL LIMIT, AS POSSIBLE , THE SURFACE T REMOVE �� \ r 9 x 2 FENCE TO BE REMOVED AREA OF EARTH MATERIALS EXPOSED BY CONSTRUCTION METHODS, AND IMMEDIATELY q �► o ZZZZZZ (� \_ x 238,41 EXIST. PAVEMENT s \ \'�� °� PROVIDE TEMPORARY AND PERMANENT POLLUTION CONTROL MEASURES TO PREVENT s rr,I a / CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES AND WATER BODIES, AND TO S4 �PVMT. P. XXXXXX PIPE TO BE REMOVED �� �. G.)/ , r PREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE. \ A EXIST. �' TO REMAIN \_ = r ONSTRUCTION E TRANCE CONSTRUCTION METHODS, IN GENERAL SHALL BE IN ACCORDANCE WITH THE �j;� IN THIS AREA 01. / PROVISIONS SET FORTH IN THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT ,� ova a par,; /�, �/ i CONTROL" (202)TBY THE HEEROSION TEO F CONNECTICUT GUIDELINES COUNCIL ON SOIL AND WATER ABLE FROM THE SITE C'E N S T R U C T I O N NOTES 1 �w ��' a �/t C g / so VARIES CONSERVATION.x 243,E 10 -0 MAX. CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, LEGEND: �' o '� a urb� HARTFORD, CONNECTICUT 06106, AND SHOULD BE USED AS A REFERENCE IN WORK/TO INCLUDEI A A CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. Bit. = Bituminous x x -INSTALLATION OF EROSION CONTROLS ti D o m x 24 ,15 242.85 -PAVEMENT AND SIDEWALK DEM❑LITI❑N, Conc. = Concrete /z NECESSARY BY THE P. _ RO w F'D 15 SILT FENCE/ FILTER ANY ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES DEEMED -REMOVAL ❑F CONCRETE WALKS AND C Concrete Pad /y6 ° W or A w TO BE PROVIDED HERE EXISTIN FABRIC ENGINEER SHALL BE IMPLEMENTED BY THE CONTRACTOR. ADDITIONALLY, THE STEPS, OS. = Door Sill 3 �' e3, w CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT 6 O c�Z 4^ T +%' . SUBSEQUENT TO THE PAVING GROUND v -REMOVAL AND/OR ABANDONMENT OF EXISTING E. = Electric Meter S� rP N Ala x UTILITIES, ^I. = Elevation Zw e �A. es N �� 4 /38 OF THIS AREA. ALL TOPSOIL STOCKPILES ARE TO BE MULCHED WITH EROSION CONTROLS -INSTALLATION OF STORM SYSTEM WITH ER❑SI❑I!P = Fire Place?S� �i >� INSTALLED AROUND THEM IMMEDIATELY AFTER THEY ARE CREATED. CONTROLS, 99r - 2.14 CL 4 -o + -CONSTRUCTION ❑F ALL CURBS, ISLANDS, CF = Garage Floor a p'� �� O POST OR EROSION CONTROLS NEAR AN INLET OF STRUCTURE TO BE DEMOLISHED CAN ONLY BE AND SIDEWALKS,<SEE DRAWING C2,1) GW. = Guy Wire 6 a n / D - -' OTHER 6"-BURIED FABRIC x 2 35 h REMOVED ONLY WHEN THE OUTLET PIPE HAS BEEN CAPPED AND DISCONNECTED FROM THE 3.24 41,05 x 241,85 / Li FILTER SUITABLE EXISTING DRAINAGE SYSTEM. CONTRACTOR MUST COORDINATE HIS ACTIVITIES TO MINIMIZE -FINISH COARSE AND STRIPING FOR H. = Hatchway a�� � bl i! wCo - FABRIC MOUNTING. ALL PARKING AREAS, ELEVATION DISRUPTION OF THE DRAINAGE SYSTEM AND TO MAINTAIN PROPER DRAINAGE OF THE SITE. Hyd. = Hydrant -Ild (SEE DRAWING C2,1) / Inv. = Invert �1� / STAKED HAY BALES - HAY OR STRAW BALES EROSION CHECKS ARE TO BE INSTALLED -ALL NEW LANDSCAPING, SEEDING N / IP. = Iron Pie Bar 900 3 2 72.22 EMOVE ALL BRU HMI o FLOW GROUND AT THE BASE OF SLOPES INDICATED ON THE PLANS. HAY BALES SHALL ALSO BE TO BE COMPLETED, P 41. / i, ---•- PLACED AT CATCH BASINS WHERE SEDIMENT MAY ENTER THE BASIN OR AS DIRECTED L.P. = Light Pole / AND, SMALL TREES ; -_ �I,r-�, SILT FENCE NO SCALE— BY THE ENGINEER. HAY BALE EROSION CHECKS SHALL BE PLACED IMMEDIATELY -REMOVAL OF CONTRACTOR DEBRIS AND M.H. = Man Hole SITE PREPARATION PLAN x / IN THIS AREA AFTER A CUT SLOPE HAS BEEN GRADED AND BEFORE A FILL SLOPE HAS BEEN C❑NSTRUCTI❑N FENCING. Mon. = Monument CREATED. DEPOSITS OF SEDIMENT AND SILT ARE TO BE PERIODICALLY REMOVED FROM >> > )1 4� �� i % 6"-MIN. � ,/ THE UPSTREAM SIDES OF THE EROSION CHECKS. THIS MATERIAL IS TO BE SPREAD n/f _ not found SCALE: 1 = 20 -" 0 /A 5c240.77 / ANCHOR FILTER AND STABILIZED IN AREAS NOT SUBJECT TO EROSION, OR IN AREAS WHICH ARE NOT RW. = Retaining Wall 239.85 x24 ,65 / FABRIC IN GROUND. SECTION NOTE: TO BE PAVED OR BUILT ON. HAY OR STRAW BALES ARE TO BE REPLACED AS St. = Steps 24o.2s NECESSARY TO PROVIDE PROPER FILTERING ACTION. EROSION CHECKS ARE TO REMAIN / * T. me IN PLACE AND BE MAINTAINED TO INSURE EFFICIENT SILTATION CONTROL UNTIL ALL .F. = Top of Frame AREAS ABOVE THE EROSION CHECKS ARE STABILIZED AND VEGETATION IS UP. = Utility Pole /4�OST SPACING AND EMBEDMENT VARIES BASED i ESTABLISHED. A FABRIC FENCE MAY BE USED IN PLACE OF THE HAY BALES. ON THE MANUFACTURERS REQUIREMENTS. V V r� - [�, E- U W W W H Z o v v 0 z W -14 � O T�� V1 PCI rz V MI Macchi Engineers, LLC 44 Gillett Street Hartford, Connecticut 06105 Phone: (860) 549-6190 Fa)c (860) 524-5088 moser piton nelson architects 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TI TLE SITE PREPARATION AND EROSION CONTROL PLAN DATE 05/16/05 COPYRIGHT Moser Pion Nelson Architects DWG. N0. Cleo REVISIONS / 246 29 C �?' �7x 250, 2 53 C, a x 246,5 4�, .75 al/ 4 .51 / � \ / x 43.4 \ \ S. x ,12 4!t psrk. ,74 244.70 MATCH GRADE UNDER DECK .71 x 237 ,3 , . 3J§.03 CI 2 .75 4,35 � CHAIN LINK' i '� �Y 4 FENCE ENCLOSURE ` r 45.�1 W/ VISIBILTY_ SLATS` SEE DETAIL- SHEET ����` f 244.66 CONCRETE(W�p� a 04 FOR DUMPS ERA 1 x 238.- x 2 0 Z 9.74 5' BIT. � `\ SIDEWAW x 232, 2 � T r, n� o AH UNIT EXISTING tREE TO RiEMAIN_ _>' ;�IEL 232.22v .BIT. SIID'WALK x 232. x CONCRETE P D /CONDENSER UNITS CONCRETE PAD TIMBER STAIRS AND HANDRAIL CONDENSER UNIT ON CONCRETE..PAD (TYP ),� x 227.8_4 i1 230.12 6 6 0 kD � 44, \� \ \ x 20 x W �� CCat On cr�56.5\ \,a.n7 \ \ \ x 2.5.8,05 Of �/ �8,65 x 55,9?�56\ �� v brCr 5 M� / 261.38 x 252,45 \ � \ SNer 256,05257, 3 x 259.01 \1/259,24 261.58 x 253.53 253,90 CO3�Qs 25��prOk \ ric eit 1) Q�Ph i< COc, \ �f 584)JJ 2S 258 9 rtr� 45 Of \ cPScJ 2�q,2 2 8S 1 (,v "'a8.49 x 253,50 x 252,92 9� Gas \ -x-P.`8 44 x 259,31 \ 3.54 � \ x 252,34 x 2 ►�.`252.59 900 �25-&55 \ b\ \ 1.55 38 ry x 252,55 x 253. 5 x 2 BV 4 \ \ \ 00 x 2 E's --258,66 \ x 252.34 t�. 50,74 -5 9 x 258,77 \\ / x 25U9 x 2�8 ETE PAD 1 x 250,91 53, 3 95/ �� � � � / 52, x 250.77 x 251, c L / 3 \ �8 67 x 257,65 N � 254.83 257,12 x 25s,75 x x 257.62 \ can \ \ 251,85 00 ,9€�'• .; 2 �6 B�/ N� 258,57 x'2'S 9 rn \ x 251,2149,55 25 -� n / rp x 258,88 x 259,35 *wl 248.37 r:� � q/ " x 7,43 O )o \ x 256.66 S V 52:q x 2 5,45 03 x 258,08 SQ6259,24 x 258. x 55 \ s �t 252,30 APPROX. 245,47 ro 60 ' x 257, BEELZEBUB RD. yd• x 249,38 , 65 \ + x 255,30 \ 1 \ \\ 47.8 Ns x 258.29 0 258, \ro ' 250.05 57,93 S Q, x x 255,06 x 2 b4 rn' 48,25 245.33 { 47,48 x 1.75 253.4 �` x 257,65 cS �x.�55.05 �.1, � 244,92 x 248,61 '' a, PP �p \ � ti c�j Y 7, x 25 ,16 53.87 x 258,98 / x 25 02 (N e%� �� �'� 45.84 V x 247.45 PROPOSED � SHAD xTR, E7x 257,85 G11V \ C S � / / 2�5 59 CONC.SIDEWALK `�R VAN/ ACCESSfBLE� 257,12 x 25835 x /44,75 , SIGN 1 , 8,31 x 255,8 \ Q =. ( ) , •,,� rt '9 x 257, 5 x x 258,35 458,75 255.96 50,17 � C 4,65 / 2�3'16 \ 4rb x 256,33 x 7.45 �' x 2 Al \\ 49,06 \\ OCe 48,47 / • r�244 4 2 2S 257,75 / 0 x 258.96 x 257,86 r9r� 244.40 0 . " 258.97 Cn < x 251,66 HANDICA09'§GN (4) y 482p-- 250,0 \246.66 44,8 P T 0p ,¢ 2S \ \ 258,86 co\\ Ns �S4'00„ S4rVe e'er E44, 4 M/y rF Y- 6 BIT. SIDEWALK x 257.05 y x �244 [// /nV •244• 2 \ x 258.94 EXISTING SIGN +01 24s.a9 •3,� 2 4.35 •236 8 CON OU T BLE 2S 13 MINOU5 TO REMAIN �sls ® / 23 U R a> ,.� :n`;:..;. NTA8`LE h 5 .1 2 33..44 x 6 6 2 • 80 x 8.16 x53, 7 cNn x 48.64 / \ \„' ✓/ \ Ce. r 257,95 w / 245.33 \ F2 43.2, .3 ° CURVE #4 CCIp, \�\ I c '•:' � WP#3 �/ �x 245.05 / 43.a3 U, N \ 245.62 APP�OX. . N O WOODLAND 'DR. (Iva 4 P #5 A6 S' / x 46.15 / �I N /V ° cs x ' V/ \�\ 253,8 0.36 /h V 2 43,62 ') / / 245.86 6 xr� `_43.72 243.34 h BITUMINOUS / N '' MOUNTABLE CUR /Ns TO R AIT E �� 45,5a (Out ��` 4a.n2 43,57 CONCRbE Ig 245.40 243.27 MOU CUR5,40 sli .o I cu #6 WP 43.71 A �Q q V �/Q � /WP \ ? �� �Q NEW 243,10 #11 �' 'SIGN C 2 4� ,60 44.10 x 228,06 CURVE #2 = /� o / AHU UNIT-2 Y` a� / M O/� �\ RETAINING WALL _�89°30'00" � � ' v � •�- WP#7 � 90 CONCR�TED� SEE DETAIL SHEET rt CONDENSER UNITS J3,6�,, rch Easeme BIT. SIDEWALK �.�V .r \� //45.21 2 .05 / .very Strome ChuDR N/F - -- - -----N89°30'00"W �u 12'� - /n 2 �; WP#1 4 / P_#1:f} -61 V 2 // S83'30'00 d_ 74,86' 4: WORKING POINT SUMMARY WORKING POINT NORTH EAST WP #1 175350.36 211783.86 WP #2 175365.60 211747.65 WP #3 175450.84 211545.64 WP #4 175454.65 211536.39 WP #5 175442.15 211506.36 WP #6 175393.40 211486.27 WP #7 175372.66 211487.90 WP #8 175347.69 211503.13 WP #9 175328.09 211503.19 WP #10 175348.25 211503.36 WP #11 175386.12 211518.97 WP #12 175301.33 211724.75 WP #13 175267.87 211712.81 WP #14 175266.34 211712.27 WP #15 175253.8' 1 4-11701.96 WP #16 175254.22 1 2.11750.54 STD. BIT. CURB T �� \ \�' \ �' C-) 0 / WP#9 "S � N� A � � � a / -43 �` O 2s,. , `m Nw D \ ��� /s/ \� \ AVERY ST. \� 02/T & Mai'., G' e% ar70y24 .25 / e STD. BIT. CURB t w s s r ,97,13 w 0 243,85 / SS x 238.E,? STD. BIT. CURBCp , Nw N i WP#12 1 32.95 N/ ' \ x 2 5' / 0w ZONING TABLE x 23e,41 � klS gyp'` 1 5 / / ZONE: RURAL RESIDENTIAL (RR) MINIMUM LOT SIZE: 5.0 ACRES z w� qCr G '` N II /' s IT ONLY ACTUAL LOT SIZE: 3.18 ACRES A N ,1 IGN ALLOWABLE LOT BUILDING COVERAGE: 10% WP#13 / / EX. & PROPOSED BUILDINGS: 13,745 SF �w ert C rn9 N x 243.6 / WP#14 BUILDING COVERAGE: 13,745SF/138,434SF=9.9% LEGEND: �' oa u/b �� N NJ CURVE #4 ALLOWABLE IMPERVIOUS AREA COVERAGE 50% P. Bit. = Bituminous N �, 5 #16 24 .15 IMPERVIOUS AREA: 58,612 SF Conc. = Concrete �w a 0 /2' 42'`'` IMPERVIOUS COVERAGE: 58,612SF/138,434SF=42.3% CP. = Concrete Pad �6�o w x 42.15 LO IDS. = Door Sill �6,'CO PARKING REQUIREMENTS E. = Electric Meter 0sa 47 CHURCH SEATINGi 350 FIXED SEATS a N / 3 SPACES PER SEATi 117 SPACES REQUIRED El. = Elevation zw �k N S � IGI� 43. e FP. = Fire Place 4 9 s 3 Rs SPACES PROVIDEDi 114 SPACES INCLUDING HDCP)K v v 0 � 42,14 GF. = Garage Floor 9' 6� / mL� LANDSCAPING REQUIREMENTS GW. = Guy Wire a Q x 2 .35 �h ' MINIMUM INTERIOR LANDSCAPINGI 5% H. = Hatchway z� 43.24 / .41.05 x 241.85 V INTERIOR LANDSCAPING PROVIDEDi 12,6% PLANTINGS REQUIRED 1 PER 10 SPACESI 12 TREES Hyd. = Hydrant N -\ y PLANTINGS PROVIDEDi 13 TREES CURVE DATA CURVE RADIUS LENGTH CURVE #1 R = 23' L = 36,13' CURVE #2 R = 23' L = 21.59' CURVE #3 R = 27' L = 20.66' CURVE #4 R = 24' L = 16.56' Inv. = Invert N 2 76 / IP. = Iron Pipe/Bar 00 42.22 41. 6 / #REDUCED PARKING TO SAVE 30" OAK AT ENTRANCE, L. P. = Light Pole SITE LAYOUT PLAN / i / M.H. = Man Hole » >-- » Mon. = Monument SCALE. 1 = 20 O x 4� / n/f = not found /p 40.77 RW. = Retaining Wall 239.85 / x 24 ,65 �( 240.25 St. = Steps T.F. = Top of Fr%me I ID - i i+a:+., n-1 Macchi Engineers, LLC 44 Gillett Street Hartford, Connecticut 06105 Phone: (860) 549-6190 Fax: (860) 524-5088 architects 30 JORDAN LANE WETHERSMELD, CT. 06109 (860) 563-6164 TITLE MATERIALS AND LAYOUT PLAN DATE 05/16/05 COPYRIGHT Q Moser Pflon Neleon Architects DWG. N0. C2.0 Jun-30-05 02:43P FRO11 : STFr+iall 11.11PFpS PHONE ND : 432 399n Jun. 311 n1t15 09:520M P? FPOM : STFp4,41 R I i.,Fp3 P.03 7" ?rl 'J(tp5 09:531111 P3 REVISIONS A A 7-0- m oP sough 2l1<�d�r 1540 SULLIVAN AVFNUF s SOUTH WINOSOR. CT 06074 TELEPHONE (860) 644.2511 CERTIFi M MAIL April 28, 7.005 Mr. Howard Wood, III 773 Main Sine# MAnr-14 etrr_ VT 66'.14(1 Re: Appl 05-23P, Avery Strect Christian Reformed Church Dear N&. Wood: We are pleased to inform you tat the Planning dt Zoning Commission, at its April 26, 2005, meeting approved your request for a Site Plan of Development and Special Exception to Section 4.1.8.E for the construction of an 11,700 sq. R church on property located at 3" Beelzebub Road, RR zone. This approval is subjed to the following condition: 1. Prior to commencement of any site work a meeting must be held with Town Staff. 2. No buildir* permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of apprml of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $5,000 for erosion and sediment control and a bond in the amount of S5,000 for installation of stormwater structures. 4. An as -built plan is requited prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. Footing drains are tequired. 6. A landscape bond in the amount of S 1,000 is required mxl must be submitted prior to filing of mylars. - — 7 air i t i ,.': i iw %a:i taiia r, � . 6�nM v ;e/ t,< : ft " stamp u tnaiu ..'act.+ w.....a. Y ......... ....�..� signature of the'fown of South Windsor. g. This approval does not Constitute approval of the sanitarry sewer, which can only be Wanted by the Water Pollution Control Authority 9, The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition thmuRhout and parking areas. the site drives - The Town 1 j the oaten Engineer's review comments dated April 12, 2005, must be addressed to Engineer's satisfaction. 12. A key map must be provided in accordance with site Plan application requirements. 13. The dumpster pad must be concrete, not gravel. 14. Site lighting levels must conform with Section 17 of the zoning regulations. I S. A waiver of three perkitlg spaces is herrhu .r...s_ . Black and white transparent myls rs of Sheet #C2.0 with the above modifications, together with three bluept4nt copies of the entire set of plena (including elevations) must be submitted to this Commission within 30 days to architectural be stamped and signed. The letters of approval of this Commission as wen as the Wand Wetlands Agency/Conservation Commission must be reproduced on the mylars, After the mylata have been signed by the Commission, they will be remmed to you for filing ra the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Ths attached SPWW Exception form must be completed and filed in the Town Clerk'c office i oe s0M!16rn�w{ wr .._f1._._ �• t."t,,, wur ruse enact upon filing. _ Sincerely, Trtrwthy H. Wentzell, Chairman PIanning & Zoning Commission THW/kak Attachment cc; Jeffrey Doolittle Christopher J. Dotipn Fred Shaw Jeer Dania - ._ Fires llf. �inwii "' un-30-05 04:06P �� Ole SOUL11 UU&CPt •�h r~� 1540 SULLIVAN AVENUE • SOUTH WINOSOR, CT 06074 °tDO COS TELEPHONE (860) 644.2511 June 17,2005 Howard M. Wood, Attorney 223 Main Strut Mambester, CT 06040 RE: Avery Street Christian Reform Church South Windsor, CT Deer Ally. Wood: The South Windsor Water Pollution Control Authority, at its mow meeting of June 7, 2005, Save approval of the application as pra+ented for connection to the Town's sewerage system for the Avery Street Christian Reform Church, South Windsor, CI; as more specifically shown on plans entitled "Avery Street Christian Reformed Church, Avery Street, South Windsor, Cr' Prepared by Msochi Engineers, LLC, Hartford, CT 06105; Drawings No. C1.0, C3.0 and C5.1, Dated 5/16/05, and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and aexaptance of the sanitary sewerage connection will be given once the sewer line has bane installed and inspected by the Town staff, and based upon the written verification of the Town staff than said sanitary sewer line was installed in substantial eotifbrinance with the design plans approved by the Authority, and meeting all Town regulatiow aimd appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. very truly yours, L J oseph 1,Cariruo, Clnlm,att Water Pollution Control Authority JC:ead Cc: Michiel J. 0antick, Director ofPublic Works Jeff Doolittle, Town Engineer VMarcis Hanel, Director of Planning Chris Dougan, Chief Building inspector Chris Cyckley, Macchi Engine , P.02 Peet-lr Fax Nole 7671 Dole (f 3a .4 TO ( From I I co M" Ce ►none • .fill X�Ss, 1-1 F- 1 INLAND WETLANDS AGENCY ,ZCON SER VATI ON COMMISSION • U / V L�.� / G �� �,C�►t[.Z.t'Z L(/l./ jCL.i.�-C3tL' 1540 SULLIVAN AVFNUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 April 25, 2005 Certified #70020460000197444040 Phelon, Fitzgerald & Wood, P.C. Attn: Atty. Howard M. Wood, III 773 Main Street Manchester, CT 06040 RE: Appl. #05-23P - Avery Street Christian Reformed Church Dear Attorney Wood: At the April 20, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-23P - Avery Street Christian Reformed church - 399 Beelzebub Road - Conservation Commission application for activities In connection with the construction of church, parking, storm drainage, and associated improvements on property located westerly of Avery Street and southerly of Beelzebub Road. Rural Residential zone. This approval is cI Ihlnrt to thn following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This imust be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on April 20, 2010. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 clays prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be Identified on the plans. 6. The stormwater outlet shall include a biofilter component to be approved by Town staff. 7. We recommend a bond In the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. LETTERS OF APPROVAL TOWN OF SOUTH WINDSOR, CT Avery Street Christian Reformed Church April 25, 2005 Page 2 8. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the stormwater structure. Very truly yours, Elizabeth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EAW:dr cc: Chief Building Official Avery Street Christian Reformed Church Macchi Engineers, LLC x U 04 U E. W W I—i E-+ W w Z Z --I E O (� O -11 z � x O TT� V1 I� F�e'1 x Macchi Engineers, LLC 44 Gillett Street Hartford, Connecticut 0e105 Phone: (860) 549-6190 Fax: (860) 524-5088 moser e piton nelson architects 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TITLE LETTERS OF APPROVAL DATE JULY 05 COPYRIGHT Moser Pilon Nelson Architectts DWG. N0. C200A SITE PLANTING 1. ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES, PAVING, CONTINUOUS LAWN BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOP SOILED TO A DEPTH OF 6" AND GRASS SEEDED, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE CONNECTICUT ASSOCIATION OF LANDSCAPE CONTRACTORS SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS FOR NURSERY STOCK. 3. ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT I\I WN IKICTAAIrIC „noC TUAM O)d un10Z AF'TPP P1 ANTING: SEE STAKING/GUYING DETAIL. 1IN IYV 'WIMIV L IYIVI,L 111MI LT 11.,,- "' �.-,. • �••••• GUYS, TREE AT COMPLE11ON OF MAINTENANCE PERIOD REMOVE ALL STAKES, FLAGS, WRAP, AND ANCHORS. 4. MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT). MULCH ALL GROUND COVER BEDS TO ACHIEVE A 2" DEPTH (AFTER SETTLEMENT). MULCH FOR SAUCERS AND PLANTING AREAS TO BE DOUBLE SHREDDED BARK MULCH. 5 ALL LAWN AND PLANTING AREA SOIL PREPARATION SHALL BE FERTILIZED AND /246/29 \ \ C � x 250.7. 2 53 x 252.45 C L x 246.5 rAt; .75 x_ I x253,53 / \ x ,12 4 2 .45 x 43.4 \ 25 .54 Qit p J'AA 74 x 252,34 1 ,7n ark�nC% \ _ 55 38 / x 245.34 \ x a� .� / .$7103 �\ 24,3,75 AMENDED ACCORDING TO RECOMMENDATIONS OF A SOIL ANALYSIS PROVIDED BY x 234.67 's' ' ' ' �.' 4.35 .41 AND APPROVED SOIL TESTING LABORATORY. 2' 6. FOR TREE AND SHRUB PLANTING REQUIREMENTS SEE TREE PLANTING AND SHRUB PLANTING DETAILS. Lo x 243, u 7 x258,05 Of�/8,65 PLANTING LIST 254,07 �5at��- �� 258,75 x 55.9 6,90 Vj \ / 261.38 SYMROI_ QUANTITY BOTANICAL NAME COMMON NAME SIZE COMMENTS 256.05 q 57, 3 x 259.01 \/259.24 261.58 TREES x 253,90 Co E ppro \ M/y 7�c git �PS 4 PRUNUS SARGENTI SARGENT CHERRY 2 1/2-3" CAL. aSP'�P 256.02 k. 4oc \ 584;� r V2 2$$ /�@ ZS 9 ZELKOVA SERRATA GREEN VASE ZELKOVA 3 1/2-4 CAL. B & B �� s "� atiOn of \ �s ��2� s2., gs 91 w8.49 x 253,50 99 GaS �2,,�8 44 x 259.31 SHRUBS x 252,92 x 2*-2 9Qo �258�5 \ �N� \ _JP � 20 JUNIPERUS PROCUMBENS JAPANESE GARDEN JUNIPER 12-15" SPRD. CONT. x 252.55 x 253. 5 x�'�.�i2 B \ N P\ !J 4 ,, \ � �, i � 9 RHODODENDRON "PJM" RHODODENDRON PJM 2-3' HT. B & B �`MIxED AVAII ABLF VARIETIES x 252,34 x 2 5 �9 FU b SV 3� SYRI GAY�ILGARIS COMMON LILAC 3-4 HT. B & B �50,74 �c. x 250.91 f'. 54� ', \ \ 58.67 53,E 9 / ���� � '� 52• x 250,77 x 251, �`' ��+.� ? z / � 3 �EEDED LA N 6AREA 254,83 x 258,75 x 257,62 W cn \ 257.12 x 258.57 ion 9,5 2 5 W6 BCI N� x�59.29� 49.55 S� ^25 �7 `' x 258,88 x 259,35 ~ 'Ax7.43 p \ V `;� 248,37�� x 256,66 x 259,24 x 55 V 52,E/� x 2 5,45 w x 258.08 S�� 6 x 258, S6 �mt -x-25\ //� ( O i 244.66 x 249,38 ` x 65 0 x 258,29 x x 257. \ x 255.06 \� IV, � x 255.30 EROSION PREVENTATIVE: 45.04 x �5 x 2 "r' 4_47,8 s 57,93 SQO 258, \ \ l yj !`�l 250,05 x 1,75 s x 257,65 cSN ��55,05 ti Y4g,c o ✓.. 47,48 2J3,4 1 MILD SLOPES: 3 FEET HORIZONTAL TO I FOOT VERTICAL OR LESS)/ OVIDE CL N, SEEd �=� 3,=, , x 248.61 ' a� PPLy� LiJ7, \ / ( T RYE OATS OR BARLE - 1 238. 0 Y �/ FREE, SALT HAY OR THRESHED STRAW OF WHEAT, x 25 .16 53,87 60 _ x 258,98 / G x 25 02 \ IN �/t C R3 9.74:sus . x ?47.45 T HORIZONTAL TO I FOOT VEPTICAL). PROVIDE 5 0 CE ,P: ` Sp. / x 258, 7x 257,85 / / W `� rb 2. STEEP SLOPES: (SLOPE OVER 3 FEE F 'NA1 ORAL 257,12 x T WIDE OR ANY OTHER OPEN FABRIC,`CAPABLE 0 258,35 8.31 x 255,8 /I BURLAP JUTE NETTING FIVE FEE 52.09� • fi/ g 88} DECOMPOSITION. x 257. 5 C k; x 6' b S 58 35 8,75 _ •1 25 7 4 5 6 55 9 o- 0,17 XIO 5 OF 0 S 1 0% FREE NU YEARS SEED AND BE 0 LEAC NT / x , CURRENT S / 256 33 BE C ':�.: SEED SHALL . •�••' 6' Qi x MIX SHALL VARY x 23 FIELD f ti; 8 4 2 01 49.06 ANNUA AND BENT GRASSES. THE 4 �..1. WEEDS POA s� 4, / � H EI N. -I AS DE SCRIBED SC RIBED ER G / DEPEN DING ING 0 N THE TIMING 0 F THE PL ANTING ANTIN s 48.47 / J 8 N THE ?. 2 O 2 - ARE AS TO RECEIVE MIX AS INDICATED R AS: ALL A- N A E A LA WN •f % x . 6 - 25 7,75 258 9 9 .A SEED SHALL n IX. L / D M L. in OWING SEE , H FOLLOWING ..... , RECEIVE THE x � x PLANS SHALL �,,�, ' �! x .. 7, 6 \.. 25 8 x r' N 0 1,66 FI D SEED. 25 TI E � 7 R x ,9 BLUE TA G CERTIFIED co 258 BL _r BE .. , , •2 in 4 .. 66 .. 2 2 25 0.0 . . 0 �Y WEI GHT HT + 9 V R .., , CUL T A H UL E SPECIES SC ED INGw S EEDS N 4 e 58.86 C/ 2 v I PERENNIAL RYE 35% FIESTA I \ x SPRING SEEDING 257,05 d 35% � .. . . - N 1 BLAZER II PERENNIAL RYE , • , , , , , , , , , , , , . , APRIL JU E } / , , x 258,94 + 245,49 ef TOUCHDOWN KENTUCKY BLUE GRASS TO S S .. x � 20 ..,, .1 s <'' x 6 x t� ' x x .. ..,... 8.16 5 4 J 4 S, .'.'.'. , , . 245,33 ti \ is RA S 25 95 BLUE v S .., Y B .. T CK ... N U A KE .. .. m A RIC ,.. M E �. 23131 .'.'.'.'.... ... 252,46 ATE SUMMER L , . .. .. .. .. , x 245,05 SEEDING FIESTA II PERENNIAL, RYE GRASS 15% 7 (AFTER AUG. 15 - BLAZER II PERENNIAL R'E GRASS 15% :' 4 ; SEPT. 15 TOUCHDOWN KENTUCKY BLUE GRASS • ' RP �., } O i N 245,62 35% 2Q AMERICA KENTUCKY.BLUE GRASS 35% x 46.15 C N...........'.'.', , .. .... . \ y • x 0,36 253.8 6_ PS �\ /245-86 .......... x 227.8 �} , 23C O �\% • '' R P i9 : 245.40 00 Q) Q) z S89° , 83°30'00"E 26.32 S3 ''�• ., �� _ 1,• '''' ', ' ' . '��,.,,.:,,, �"' 3 .I.. / ZS 2 /� 45.21 Easenent 3 / I x 2. 05 _ ----- trP ..�. .• ..,.•.,...•,.. .;�:.'f � 24 ,19 /244,55 AVery S DR N/F N89°30'00'W.,: "t, 121, / %L�` (� 3°30'DO"W 74.86' ---- -- � ;' �hV 38 / �7 I \ �A ` l o _400,00 g "1�' ;,;•. l/�V rF238 :N: ,� i ) r S!f 65 41 238,____ N�� \ ,• J \ 4 A \� _ a43,91� NW o NW N o cA / X vN o M 237,18 W e \ \ S/at7(y ` �\` N J� \ �: n 24 ,25 CID .s Orb s 243.85 7.13 6 N `Ss x 238,68 24 dr / 32,95 � p kiSTjN \ � 4 • s . / A N SpR Xlvc N TREES WITH A DIAMETER OF 2 1/2" CAL. AND GREATER SHALL BE GUYED WITH 3 ti s� \ C'ES � EQUALLY SPACED WIRE AROUND THE TREE cn`O �" Bit PC? STAKES SHALL BE UNIFORM IN HEIGHT wZ ��, `�` eit rho AND PLACED ACCORDING TO THE N DIAMETER OF THE TREE AS FOLLOWS: ROBBER HOSE o CUr 3 x 243,6 / 2 1/2" OR LESS - 2 STAKES LEGEND: �' a b ZS �, a 0 BURLAP OR WATERPROOF B i t. = Bituminous CP x 24 ,15 TREE FASTENED TO EACH STAKE WRAPPING MATERIAL TO Conc. = Concrete 242,Bs r AT ABOUT 6 BY MEANS OF TWO SECOND BRANCHING. - t , STRANDS OF TWISTED TWO CP. — Concrete Pad �� 6, : r:; :,' x�42,15 IRON WIRE. DS. Door Sill _ °� ^ `� CROWN SET 2" BELOW THAT OF E. = Electric Meter 47 / REMOVE BURLAP FROM TOP 1 /3 OF BALL NURSERY SETTING. El. = Elevation 18" WOODEN STAKE -PAINT FP. = Fire Place r4 214 " OR FLAG TOP. CF. = Garage Floor 9/ 6 J� m� , 3 MULCH FINISHED GRADE �' C x 2 ,35 �h FINISHED GRADE (SEE PLANTINGe NOTES) GW. = Guy Wire A 43.24 / 41.05 x 241,85 / H. = Hatchway _ Hyd. = Hydrant 2 SELECTIVELY I Planting Note Inv. = Invert N PRUNE SHRUBS _ PLACE TOPSOIL MIXTURE IN BOTTOM OF HOLE AND 1P. = Iron Pipe/Bar 00 42.2 j 41. 6 i - SATURATE. AFTER PLACING PLANT WORK TOPSOILe / OF DEAD AND TTOPSOIL D MANUR MIXTURE CAREFULLY AROUND RWBALL AND L.P. = Licht Pole DYING BRANCHES 7 SOIL AND MANU E - N THEN SATURATE. WHEN HOLE IS ONE HALF FULL M . H . = Man Hole x WET 17- I COMPLETELY URE WITH TOPSOIL MIXTURE AND E Mon. = Monument SATURATE AGAIN. //J _40.77 tr 12 tr RW. = Retaining SITE LANDSCAPING PLAN 239.8s „ x 24 .65 240.25 St. = Steps " ' T.F. = Top of Frame SCALE:1 = 20 -- O HE TREE PLANTING DETAILS UP. = Utility Pole N.T.S. 251.85 x� REVISIONS Vj U E. W U U H z wz �...� V1 Wp P U � I Macchi Engineers, LLC 44 Gillett Street Hartford, Connecticut 08105 Phone: (860) 549-6190 Fax: (860) 524-5088 mosey piton nelson architects 30 JORDAN LANE WETHERSFIELD, CT. 08109 (860) 563-6164 TI TILE MATERIALS AND LAYOUT PLAN DATE 05/16/05 COPYRIGHT Moser Pion Nelson Architects D WG. N 0. C4.0 REVISIONS SEE GATE 8" DIA. GATE POST CONCRETE FILLED TYP. OF 5 9 GAUGE CHAIN LINK Ft_IvvI, ..1111 VINYL CLAD COATING & GREEN VINYL SCREEN SLATS 9 GAUGE CHAIN LINK FENCE WITH VINYL CLAD COATING & GREEN VINYL SCREEN SLATS (3 SIDES ONLY) N.T.S. 8" DIA. GATE POST CONCRETE FILLED SET POST IN - CONC. FOOTING xe ° 118" DIA. TYP. 1 1 /2" BRACE AS REQUIR 12' WIDE DOUBLE SWING GATE OR 5' WIDE SINGLE GATE AS REQUIRED GATE DETAIL NTS ♦♦♦♦♦�♦♦♦♦��i+� j1♦111♦11111111111�1 ♦♦♦♦�♦����♦♦♦.,%1♦♦ ��1♦1111 1111♦ ♦♦♦♦♦0♦♦11t'�.♦!�.�♦♦♦�♦11111♦1♦Ii111♦♦ ♦♦♦♦♦♦�,�♦11♦♦ ►111 1111 111 ♦♦1�♦♦♦♦1� ♦ ♦ ♦♦� � �1♦11�♦111111111111 • D • • ♦♦♦♦♦♦i♦,� ♦�♦♦0p�� LINK FENCE �1111♦i1111♦i♦IIIi1 • ♦♦♦1�i ♦ ♦♦♦♦� ♦111♦11 ♦111111 CONCRETE FILLED BOLLARD ♦�♦���i�♦♦♦�♦V��♦♦V:1 11j1�1♦IIj1�1V:11j1�1�1♦ • OF 1♦1i��♦♦♦♦♦1♦111♦♦1♦j �1111�►1111j11111111111 ♦♦♦♦♦♦♦♦♦1♦♦+♦♦♦♦� ►1111�i1/1♦IIp♦Q♦111 ♦♦♦♦�♦♦♦ice♦♦♦♦v:♦�ir: �♦1111♦♦1BRACE WRE- 111NI 1♦1♦��111 1 - p o� DIA. 2" DIA. LINE POST AT 10'-0" LINE POST SET IN CONC. FOOTING FRONT VIEW FENCE DETAIL N.T.S. VARIES SEE PLANS EXISTING `a GROUND i� ° R 1 /4" ROUNDING (TYP.) ..--.._..-- SEALANT HOLD REINFORCING 3" CONCRETE PAVEMENT CLEAR OF JOINT (TYP.) • .• t : A • . -� --- - --_•• -� 7E---iE-.....iE-LO --- --- j( --'!E ---)E- elf---- --'K-- '1(-'•-- -- , Af 4. 12" DOWELS 016" O.C.. CAP N 24" 6" ENDS. DOWELS TO BE 3/4" 0 WHEN DIMENSION "A" IS LESS THAN 8" AND 1" 0 WHEN EA�Scale: XPANSION JOINT DIMENSION "A" IS 8" OR 1-1/2" = 1' -- O" GREATER. 1 /4" PRE -MOLDED JOINT FILLER CONTINUOUS REINFORCING 1 /4" ROUNDING (TYP.) CONCRETE PAVEMENT • t /e%" r11 • •rnn n •,IL ° % f. $ •' i• +' + r • •• * • ' 1 • 1 6" x 6" - 8/8 W.W.M. 4000 PSI CONCRETE 2% MAXIMUM SLOPE O 00 °°°o 0 0OO p0O OO O oo°o°0o 0 o GRANgo�00O o0 U. ULARICOMPACTED TO 95% OF MAXDR1 O O O o0°a0°00 0°a °p0 00 00 °° °0op° 26 _° �°�� o DENSITY AS DETERMINED BY AASHTO T-180 METHOD D 0p° po T T= A. (TYP.) UPPER 6" OF SUITABLE SUBGRADE COMPACTED TO 90% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D WALK SECTION c SCALE: N.T.S, M (WHEN NOT ADJACENT TO CONC. CURB) FINISHED PAVEMENT VARIES SEE PLANS STREET LINE CONC. FOOTING CONC. SIDEWALK CONC. PAD I----12" DIA. (TYP.) SECTION AT CHAIN LINK ENCLOSURE �- CURB N.T.S. 1 /4" EDGING FINISHED PAVEMENT GATE BOX j jj jj-j� >- 00()00 DOWEL �) I 0000 po > o,0,-, 00 0000 0 °CO°O00 <00 ° ° 0o0 ° O O 00oO 000 oO J�0o0N ° 0p- oo o°o0o°0p 00 obo°OoO�Oo00000�> O9-.° 0o0O$ 6"x6"-8/8W.W.M. [-4000 PSI CONCRETE 1 /4" X 2" JOINT SEAL " PER FT. PITCH #5 BAR 5' Oo 0o O c0 0 00 0C 0 0 0 o p o 0 0 0 O ° 0 0 0 ° 6, ° o��y o°oo°Oa0poOoo°°°� 000°0o O°0 GRANULAR FILL COMPACTED TO 95% OF MAX. DRY° 00 °- 0°0°0° > _ °°c00000°b o° o$ °� o-6S oe°, oDENSITY AS DETERMINED BY AASHTO T-180 METHOD D o 00o d pNop oe�o 0 FA I — �0 °° ° , > o°o°o ° UPPER 6" OF SUITABLE SUBGRADE COMPACTED TO 90% OF 0°� MAX. DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D--- 9°0o o ,� 00 g COMBINATION WALK AND MOUNTABLE CURB m��.n. uvttvt FLANGE 900°o , °o°oo °°0000o p°°oo T CLASS 2 TEST PLUG WATER (� 8 o L O BITUMINOUS CONCRETE. MECH. JOINT MECH. JOINT MAIN ° ° 1 °° °o° °o�p°,� o0 0 1 1 /2" DOT CLASS 1 ,n COMPACTED °o °° °° ° C ° BITUMINOUS CONCRETE. PROCESSED _ 6 ,� 6 " 6" COMPACTED SUBBASE 8 PROCESSED BASE. GATE VALVE TAPPING GATE VALVE TAPPING SLEEVE --� PIPING TO BE RESTRAINED WITH RODDING OR RETAINING GLANDS 6" SERVICE TAP N TS MOUNTABLE 10" COMPACTED ----$ C I P CONC. CURB GRAVEL SUBBASE SCALE: N.T.S. PROCESSED SUBBASE - & SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D NTS 7.1 TOOLED JOINT 1/4" WIDE JOINT DEPTH B EQUAL TO 257OF 5" Scale: 3" = 1' - 0' NOTES: 1. INSTALL TOOLED JOINTS AT A SPACING EQUAL TO THE WALK WIDTH, UP TO A MAXIMUM SPACING OF 6'. 2. INSTALL EXPANSION JOINTS WITHIN THE TOOLED JOINT SPACING MODULE, UP TO A MAXIMUM SPACING OF 20'. TYPICAL SPACINGS: WALK WIDTH EXPANSION JQINT SPACING 4' 20' (5 PANELS ® 4' 5' 20' 4 PANELS ®5' 6' 18' (3 PANELS 0 6' 3. INSTALL FULL DEPTH 1 /2" PREMOLDED JOINT FILLER AND SEALANT WHEREVER PAVEMENT ABUTS FIXED OBJECTS (TYP.). 4. SEE TYPICAL JOINT PLACEMENT DETAIL WWF 6x6—W1.4xW1.4 FINISHED GRADE 12'f 4„ 3000 PSI CONCRETE (TYP) 7 _ _ a • a o7 00 0 °�°(� o0o o ° a d q7 0 ° O° 0000 O c0 O`b j 00 1 O 0002' 0 00 °° 0000 °°° =1 11=1 11=1 I P' 1 I I I 11=; °° ° o 0 11 I-1 I I. -1 11=1 11= 11`I 11_ o o ° 4 #4 BARS TOP AND BOTTOM • 00 O 511=11I=111-11 =111=1 O°°O • FOUR SIDES. °g 111=1 I I -I 1!=1 I I I I 1=1 I F ° 000000000 1-=111=111-1 11= I M I MI 0 80060000°0 o°Q) o(:Poo C 0 — 0 0° 6� 000 00 q�°0 0 111-III-III-I I -III-I I !: O ° 1=1I I-II1=1I1=1I1=1I I -III -I I1= I -I I1=1I 1=1I I =1I1=111=1I1= I -I 11=1 11=111-111-111=1 I-III=1 I-III=111=I 11=I I I=1 �=Ti=Ti=1 T 1=T=1 T 1=1 � 1=1 � � 1►1=1►1 T=T=1 T 1=► � 1=1 � 1= GRAVEL FILL AND PROCESSED BASE COMPACTED TO 95% OF MAX, DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D. UPPER 6" OF SUITABLE SUBGRADE COMPACTED TO 90% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T--180 METHOD D. TYPICAL CONCRETE PAD SECTION N TS TACK ALL BITUMINOUS CURBING (RECEIVING SURFACE SHALL BE —� CLEANED OF SAND AND SILT ° 0 ° DEBRIS BEFORE APPLYING) 6" �° Q SLOPE TO DRAIN 9" ao � o0 ALL BITUMINOUS SHALL BE BACK WITH TOPSOIL OR GRAVEL AS APPLICABLE 000 H O 00 °0 °O oo ° oo° o 0 °p o 00 0 o o o op° o 0 0 0 0 0000 0°0 000 ° o°o° 2" DOT CLASS 2 ° p ° o O O Oo ° o °°Oo00�i o 0 oopo00 )oo 0 0 0 0 0 0 0 0 o°o°OO O°O° O O °000 O°Q op0 00 o O o o °O 0 0 0°0 0 0 o O o 0 0 0 0 0000 0„ °� °O 0 0 0 0 0 0 o O O BITUMINOUS CONCRETE. 00 0 ° °p0000° o o po OO oc0o00000 p 0 00o OoO©o o� pOpo0000Oo0O00ocp0O°0�°0 °OOoO 000 pOOpoo �000000 0000 o'G2 O0 °O O00 0�c0 0 OOoO OoO°000°oGo 0 000 Oo°OO°o°000 ff C o 0 0 00,0 °°o0000 °00° pO 00°00000OUO0O0°0o - --no -- 6 COMPACTED oa0 1000000OOoo0° 00 0 0 p 0bo0 00000 o� 00 oO OOOOp00O0°°° PROCESSED SUBBASE. o o o O O O O -0 00 O°O O °�O ° o O°O o O O o Q o 0 ° 000°0°0 p°p0°Oo0 O O°o° -- =1 = -- == == 11=1 I I-1 I-1 I I-1 I1—I I I=1 I I=1 I I-1 I I-11 I I I'�III-Id— 1�=U-- COMPACTED SUBGRADE. TYPICAL BITUMINOUS CONCRETE SECTION FOR PARKING AREAS NTS TYPICAL BITUMINOUS SIDEWALK N TS —MACHINE FORMED D.O.T. CLASS 3 BITUMINOUS LIP CURB r--FINAL COURSE SHALL BE BUTTED AGAINST NEW CURB >: BIT. PAVEMENT 111171771 a � STD. BIT CONC LIP CURBING N TS PROCESSED SUBBASE AND SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D. Macchi Engineers, LLC 44 Mott street Hartford, Connecticut 06105 Phone; 100) 549-5190 Fam (860) 524-6088 moser piton nelson architects 30 JOROAN LANE WETHERSFIELD, CT. 06109 (660) 563-6164 TITLE SITE DETAILS DATE 05/16/05 COPYRIGHT Moser Pilon Nelson Architects DWG. NO. C5,mO REVISIONS A A FLOW CONNECTION OF PIPES TO MANHOLE WALL TO BE MADE WITH BRICK OR CONCRETE MASONRY, OR AN ELASTOMERIC TYPE OF SEAL APPROVED BY THE ENGINEER. SECTION C—C 12"MIN. TO — hAnr' "cTn FRAME &• CnvER" 16"MAX. .. , BRIC UNLESS OTHERWISE SPECIFIED $" ---I 12" k. �Z VARIES 6" TO 18" 112" �;' ECCENTRIC PRECAST REINFORCED MH CONE IF TOP SLAB USED IN PLACE OF CONE SECTION i12" (WITH ENGINEERS APPROVAL) IT SHALL CONFORM " TO ASTM C478 , IJ REINFORCED CONCRETE MANHOLE SECTIONS 5" C B 16" MAX. BRICK 01 C CONCREI FLOW WATER T PIPE CONNECTION r MH :, •..':s.f;..»:,•.; _,,• PRECAST AND SEAL BASE719m g -•r—� "'-6"OF 3/4"CRUSHED SECTION A —A STONE FOUNDATION- SECTION B-B MAXIMUM SIZE OF PIPE TO BE INSTALLED IN A TYPE II MANHOLE TO BE 18" MAXIMUM DEPTH OF R.C. PIPE MANHOLES WITH 5" THICK WALL IS 30 FT. BUTYL RUBBER GASKETS USED FOR JOINTS SHALL CONFORM TO ASTM SPEC. C433 ALL PRECAST MANHOLE BASES SHALL COMPLY WITH THE "MINIMUM REQUIREMENTS FOR 48" DIAMETER PRECAST MAIVHULE BASE" SANITARY SEWER MANHOLE N TS PROVIDE RISER TO GRADE FINISHED GRADE w/ MANHOLE FRAME 8c GRATE ---•6'--0=---� IIII=IIII=IIII=IIII IIII=IIII =IIII= 5ff III=IIII=IIII= IIIIIIII �IIII� 1 Off =IIII= FLOW-1 4 I I I I o oa o• ;.: ' :' _-+ ---- _=__-- -�Z Fvu-I o 0 o I IQ Il III- -0D132 o00m 13 D MM V-m!IIIIIIII-= 'I o°Oj IIII gill iI oo0" o0°Ell O ®mq 1 mm 'j7 ®mQl � j1l'--11" j C31 - , • ,• mmm a a o'®m I l a 0' yp•' 6f_5ff FILTER FABRIC III m 11113 D 13 ,IM M is 0 I 3f_6ff 2" BROKEN STONE too m m m j 0 0 0 2® o of I�po' M MMM © El MM o ' m_ m m1Q 1111-111-111- I po p0 00 0 0 ®®Op oI 0 1111 -IIII-IIII-�1111==I111� I11-"1111- COMPACTED =1111 TI IIII IIII.=IIII=IIII=IIIIdIII 6-6 ') =IIII.�IIII SUB —GRADE 1,_n„ SECTION VIEW 1'-0" SPECS. CONCRETE MIN. STRENGTH — 4,000 PSI © 28 DAYS STEEL REINFORCEMENT — ASTM A-615 GRADE 60, 1" MIN. COVER DESIGN LOADING — LIGHT DUTY DRY WELL DETAIL - N TS 1 1 /2" DOT CLASS 2 - BITUMINOUS CONCRETE. 1 1 /2" DOT CLASS 1 BITUMINOUS CONCRETE 6" COMPACTED \� PROCESSED O o 0 0 0° o o G o O O o 0 0 0 STONE BASE o ( ° °© °O °o O0 �'o °O o ° 0000 00 0�°© 0. C,() �1 00 0 0o 000 0 0 °0oo00°OcU o 1 tz- 10" COMPACTED _ ;�, 1'=zz_ %_� 24 1 /2" DIA. NOTE: FRAME & GRATE TO BE LEBARON FOUNDRY MODEL# LJ 105 OR APPROVED EQUAL STAMPED "SEWER", "STORM DRAIN" OR "WATER" PLAN AS DIRECTED BY THE ENGINEER STD MANHOLE _FRAME AND COVER N TS /IOLATORS WILL B BACKGROUND — BLUE I-INLU 4116 IN ACCORDANCE WITH LEGEND - WHITE C.G.S. 14-253a PASSENGER HANDICAPPED MIN. 5' LOADING PARKING ABOVE STATE PERMIT GROUND ZON E REQUIRED OR 7' AT VAN ACCESSIBLE TOP VIEW 1" MIN. SAW CUT TOP OF EXISTING PAVEMENT. PEDESTRIAN_•` PATH SINGLE SUPPORTS \—SEE PLAN FOR LOCATIONS OF VAN ACCESSIBLE SPACES CT. SIGN 31-0629(P) NO SCALE v SEAL EDGES WITH •-----------""-` CONN DOT LIQUID EMULSION HOT ASPHALT TACK COAT. COMPACTED GRAVEL SUBBASE COMPACTED TO 95% SUBBASE' -' I _= OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D. CUT AND MATCH EXISTING PAVEMENT DETAIL NTS COVERA� �O 4'-0" 3 5/8" LEVELING BRICKS BOTH SIDES REMOVABLE WATERTIGHT -- ACCESS PORT, 6" OPENING PAINTED PAVEMENT MARKING 24" WHITE (TYP.) CROSSWALK DETAIL " I-2$1 r-3 5/8" z I O U v N W L_ _T o_ LJ W LJ 0 W U x x < W z w I z w Li J M m o r q V) > F z W 2" - 3 13/16 ,103/16", 10" ,103/16",1. 10" , 4►_09f 8ff� CI -ASS "A" � I-- 8"--f--------- 3'-0"----i-- 8' -- 5'- 4" CONCRETE OR I---` -- 4'- 4" PRECAST UNIT WHERE PRECAST CONC. UNIT IS USED FOR SUMP. THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETTING FROM THE CATCH BASIN SECTION A•- A SECTION B- B TOP OF GRATE—, NORMAL GUTTER LINE FOR CATCH BASIN AND DROP INLETS WHERE NO CURB OF ANY TYPE EXISTS OR IS PROPOSED. TOP OF GRATE NORMAL GUTTER LINE TYPE "C" CATCH BASIN Wf TRAP HOOD A S NTS 1 /2" JOINT SEAL ? -, PROVIDE 2' LONG DOWELS I I I / I AT ALL EXPANSION JOINTS 2' O.0 SECTION C — C EDGING D W LC � ,� D N 5,�Ow 5f�oa 5f-0w 20' EXPANSION JOINT TO EXPANSION JOINT (MAX.) I TYPICAL SIDEWALK; JOINTING AND EDGING DETAIL NO SCALE EXISTING GROUND FINISH GRADE NEENAH GRATE R-2494 & FRAME R-2525—G OR EQUAL (YARD DRAINS) i_lll o • ° °o °°•o°°•o°�°IID.Ti- u_u �¢ °° 1-fi Zm> MATCH FRAME - D° 0�' ° ° ° w OPENING o .� WARNING TAPE o �D D°•° �° il. �; NQ CL Q L°° D° ° o Qo, o a I IE11I PRECAST I- a ° D �� 0 > ° o II - CONCRETE 1 FILTER FABRIC I- li W Q w - • ' •'�•.. - �' r' ii' FOR SIZE z •: • , .•'f• ¢ SEE PLANS b W •+. q, • •• .R :- (n > 8" P.V.C. GRAVITY e• e c o e v e• W 3. e• o e G � n ,•� u.e U) a u �� • - P M D D A� e e e e a� e�• II 36" 0 (MIN.) CONCRETE BASE (6"-MIN.) YARD DRAIN DETAIL NTS —2 " 2 13/16" CLASS "A" CONCRETE POURED IN PLACED OR PRECAST CONC. UNIT LEVELING BRICKS BOTH SIDES MIN. DEPTH UNLESS SPECIF- ICALLY ORDERED OTHERWISE UNDER TRAVELLED WAY 1'-7 1 /2", UNDER UNTRAV- Fl_LED AREAS 0'--3", 12R SNOUT OIL AND DEBRIS STOP BRICK, CLASS "A" CONC. MASONRY CONC. UNITS. WHERE BRICK OR MASONRY CONC. ARE USED, CORBELLING WILL BE PERMITTED MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND INSIDE OF LIMITS NOTED BY**. IN PAVED AREA - I IN EARTH SEE PAVEMENT REPAIR DETAIL 12" CUTBACK I , I LOAM & SEED 12" CUTBACK d- VIBRATORY COMPACTION IS; I=I ' :.:•�'• • - OF ROADWAY BASE •. ° .•,. REQUIRED FOR TRENCH : a •' ti ° o D oDa IN ROADWAY. -LjII : • ° �D° o i1_T uj rn GRANULAR FILL II o ° a ° o c� ' D ° ° D° ° ° ° _ = 171 I I z ltl ° : III z FILL MATERIAL COMPACTED =1 O cq C, o I IN 12" LAYERS TO 95% OF �I ° D ° o ¢ MAXIMUM DENSITY UNDER °a ° o PAVED AREAS, AND TO ° ° w 90% OF MAXIMUM DENSITY ° D • , o ° O UNDER GRASS AREAS. °p o - 0, ° D . o 7 r 4 ` . ' 1 ; e Macchi Engineers, LLC 44 GAlett Street Hartford, Connecticut 08105 Phone, (880) 50-6190 Fav (840) 524-5088 moser piton nelson architects 30 JMM LANE ROCK IF APPLICABLE. ' ' e i e e e WETHERSFlELD, cr. 06104 UTILITY BARRIER TAPE TITLE STORM SEWER P o PLACE 3/4" STONE BEDDING ' d e SITE DETAILS UP TO SPRING LINE OF PIPE BANK OR CRUSHED GRAVEL ` ' ' ! ° ' e•''., e,.^^' A ADDITIONAL PIPE BEDDING. °� •`=' '! ' ! ' •! !: • ^:. ° e EXCAVATION P (o IF IN ROCK. 1 /2" (WIDTH-I.D.) D. WIDTH IS EQUAL TO: 2'+I.D. IF 1. D. IS LESS THAN 30" DATE OS/16/OS WIDTH 3'+I D IF I D IS GREATER SANITARY SEWER TRENCH DETAIL NTS OR EQUAL TO 30" COPYRIGHT Moser Piton Nelson Architects STORM SEWER TRENCH DETAIL DWG. No. NTS C5*1 REVISIONS 1 `I 21'-4" 21'-4" 21'-4" 18'-0" L - - - - - - - - - - - - - ---------- - - - - - - ----- - - - - - - I I , o I I II I I I I I li I ---�- — - — - — - — - — - ---------------------4- --—- — - — - — - �I I III II I I I I I I I I I I IUP 11TIF I I II - - - - - I ------- —� ------------------------ L------- 1 _� 2 -- — -- ------ — � I I I! I r-----i I 11 11 ----— - — - — - — - — - — - — - — - — - — - — - — - --------------------------i-'--------- - I --r- �- LI UNFINISHED — BASEMENT ----I ----------------------- - - - - - - - - - - - --- ---------- ----------- - I 4 --t----------- - 4.5 I I I F ----, I I I I I 4'-0" MECHANICAL I I I I o02 I I ------------ — - — - — - — - -- 0------ ' - - - - - - - - - - UP I I I I I 11 1 1 1 1 1 1 1 I r- I I I I I I I ' I WATERPROOFING - II WATERPROOFING I a-------�--- ------— — — — — — — — — — — — — — — — — — — — — — — — ------------ ��— — — — — — — — — — — — — 7 I I I I Ln I I I I , I ! ! I I I ! i 001 A A ," n ," I ," " "Lj 7 -0 1 -0 18 -0 18 -0 12 0 7 0 , I ' 74'-0" ' A B C D E F OVI JYL SIDING Alk FILTRATION BARRIER 5/8" EXTERIOR PLYWOOD 2x6 WOOD STUDS ® 16" ox. BATT INSULATION VAPOR BARRIER 5/8" GWB c ■ a BASEMENT FLOOR PLAN SCALE: 1/8" = F-0" f N I ®4" BRICK VENEER AIR SPACE 2" RIGID INSULATON VAPOR BARRIER 5/8" EXTERIOR SHEATHING 2x6 WOOD STUDS ® 16"o.c. 5/8" GWB WALL TYPES 0 (1) LAYER OF 5/8" GWB 0 (1) LAYER OF 5/8" GWB 0 (1) LAYER OF 5/8" GWB 2x4 WOOD STUDS 2X6 WOOD STUDS ® 16" ox. (WATER RESISTANT) ® 16" ox. SOUND ATTENUATION INSULATION 2x6 WOOD STUDS ® 16" ox. SOUND ATTENUATION INSULATION (1) LAYER OF 5/8" GWB (1) LAYER OF 5/8" GWB (1) LAYER OF 5/8" GWB (WATER RESISTANT) Q I 0 --------' — '� TC T 841-0" u MAIN FLOOR PLAN LEGEND ® ROOM NUMBER TAG ® COLUMN TAG 000 DOOR NUMBER TAG REFER TO DOOR SCHEDULE O4 WALL TYPE TAG O WINDOW TYPE TAG SEE DWG. AX.X SCALE: 1/8" = F-0" GENERAL NOTES A. COORDINATE WITH M.E.P. DRAWINGS FOR DUCTWORK, PIPE, CONDUIT, ETC. THROUGH WALLS AND SLABS. FILL ANY HOLES, VOIDS, AND OPENINGS WITH MATCHING MATERIAL SEAL OFF CRACKS W/ SAFING SEALANTS FOR SMOKE OR FIRE —RATED CONSTRUCTION. B. SEE DRAWING CD1.1 FOR CODE REFERENCE INFORMATION. C. NEW WALLS SHALL BE LOCATED AS DETERMINED BY THE FOLLOWING PRIORITY: A. PARALLEL TO WALL FROM WHICH IT IS DIMENSIONED. B. ON COLUMN CENTER LINE, UNLESS OTHERWISE NOTED. D. INTERIOR DIMENSIONS ARE TO FACE OF NEW STUD. E. VERIFY ALL DIMENSIONS do CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF THE WORK. REPORT ANY FIELD DISCREPANCIES TO THE ARCHITECT. F. ALL PENETRATIONS THROUGH DRYWALL do MASONRY SURFACES INCLUDING BUT NOT LIMITED TO PIPE, CONDUIT, DUCTWORK, GRILLES, REGISTERS, ETC. SHALL HAVE THEIR COMMON JOINTS WITH DRYWALL AND/OR MASONRY CAULKED TO PROVIDE AN AIR —TIGHT SEAL I 1 I I I 20'-0" I. ----------------� I I I I I I , , z u W p v H W W w wz _ o r/ L ® va C) w 4 z W >4 x ul H �. 4 ED A mosey piton nelson architects G 30 JORDAN LANE WETHERSFIELD, CT. 06109 (880) 563-6164 TITLE BASEMENT FLOOR 0 PLAN MAIN FLOOR PLAN WALL TYPES DATE 3/8/05 COPYRIGHT Moser Piton Nelson Architects HOWARD M. WOOD, III DWG. NO. PHELON, FITZGERALD & WOOD, P.C. 773 MAIN STREET MANCHESTER, CT 06040 TEL (860)643-1136 A1*1 FAX (860)643-5773 REVISIONS BRICK VEP MAIN FLOOR EL. 245.25' LJI%I Vf\ VLLI\LLI\ .... .. _.. .. ...._. __ _, .. _ ROWLOCK SILL NORTH ELEVATION SCALE: 1/8" = 1'-0" ALT SHINGLES, TYP DING HVAC UNIT SEE MECH. z u W U E- W �z W 0 W -r. x mosey pilon mdaloe%m architects 30 JORDAN LANE WETHERSFIELD, CT. 06109 (660) 563-6164 TITLE EXTERIOR ELEVATIONS DATE 3/8/05 COPYRIGHT Moser Pilon Nelson Architects HOINARD M. WOOD, III DWG. NO. 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'° ti Toro Ok e`t',.. �?: A �j1, O o O k'L '� `L $�, Y 2�0 25 �1 0° `. 01,i q� °::�, :���y $h o .� ,�5 g 85 2� ' ri -� Fi TWO (2) EXISTING 2 FlXNRE POLES TO REMAIN. ONE EXISTING w IN6 7 3 6 0 5 �N 2 7 4.9 2 RXTURE POLE AND ONE EbS W 1 RXTuRE POLE TO BE I P to ., �p N R£LOCAIED. PROPOSED SITE LIGHTING PLAN PROVIDE FIVE (5) NEW TYPE OA FlXIURES - Mc(;RAW EDiSON #CAL-250-MH-208-3S ON 25' POLE. (SINGLE RXPM) PROVIDE ONE (1) NEW TYPE OB RXMRES - McGRAW EDISON (2) rCAL-250-MH-208-3S ON 25 POLE. (DOUBLE MW E) REVISIONS J u M-1 r U E-4 C•� p ~ H WWEW W W p U �G.P�p daq0 z H--I �1 mosey piton nelson architects TITLE PROPOSED SITE LIGHTING DATE 3/8/05 COPYRIGHT O Moser Pilon Nelson Architects HOWARD M. WOOD, III DWG. NO. PHELON, FITZGERALD do WOOD, P.C. 773 MAIN STREET SL* MANCHESTER, CT 06040 TEL (860)643-1136 FAX (860)643-5773