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HomeMy WebLinkAbout04-52P_CHURCH OF THE LIVING GOD SITE PLAN-SPECIAL EXCEPTION_DEMING STREETAem"'�l qV 7W IF IV21%& Ao"am"r4m qqw QTW Ao%mwahl 04M=11ka W=q11111FIM411 '1qW MqW q%zFMXzn CMMTM qMffMM0 C117mrim emmmmmD cm"ffrm, 1k j ......... ......... A- I.— =1 A ... —II A ..... 111. uk ........ ........ . SITE r L A SNT -SPECIAL EXCEPTION "199 Ml STRE SOUTH WINDSUR � M�NCHEST R COONN rwj_ T CUT 2ViN0FJq0&7ff WBVZWR MAP Lor N%F PROP. OWNER WITHIN 500 ' prepared by,29 7 6 EXECUTIVE DR. WATSON FARMS ASSOCIATES FARMINGTON, Cr 06032 B DEMING Sr PORTER'S SHARE 9 124 SLOCUM RD. BLAND, DAVID C. HEBRON, Cr 062AR 10 736 DEMING Sr Z4HN£R, CLAYTOA' L. & MARILYN G. 11 740 DEMING ST. D'AIESSAND, VANESSA & ARCANGELO 14 727 DEMING Sr KHADIVI, KEVIN ORANG 15 721 DEMING ST. OLANDER, STANLEY 40 10 90 FOSTER Sr. FOSTER, WALTER G. N B U Q Q R 0 8 41 f07 156 AVERY Sr. COLLEM, E/LEEN M. MANCHESTER, CT 06040 �esign n 1 ����(�� ((� ® 108 164 AVERY ST. FOSTER, WAITER G. & EVELYN L. a�/� L1 4�7 MANCHESTER, Cr 08040 ro esslonals� 'a ■V• D Q�a�O�aQ��� f09 185 AVERY Sr SIVO, NICHOLAS & JOANN J. � ctvit sniineere • planners .surveyors Ito 169 AVERY Sr COURTNEY, DENNIS J. landscape architects • CIS • CPS PLANNING • ENGINEERING • DESIGN TVWAV OF lA1V� 11! /�G;3C� momco,1 NC. � MAP Lor N F ABUTTING PROP. OWNERS 165 South SataMita Road p�L,�jIVI(`I�Q(I�I(Cjy QIr�CC,', � South WkW*or, CT 06074 FLB Architecture & Plonninq, Inc. 270 Amity Road 70 0150 156 AVERY Sr COLLETTI, EILEEN M. 860) 291•-3755 FAX (E60) 291•-8757 19 Silver Lone ty��te� CT �� I 0152 90 FOSTER ST FOSTER, WAITER G. East Hartford, -�3642 Tel: (860)568-4030 Foxx:: (860)860)568-5129 (203) 397-3600 FAX (203) $97 re —mail: f1b0fibarch.corn web: www.flborch.eom SOUTH WINDSOR, CT 05074 71 0109 109 AVERY ST. DYAL, PARBATIE 0120 120 AVERY Sr. RESTUCCI, SEBASTIAN A. 0126 126 AVERY Sr C2ARNOTA, EDWARD M: 0136 136 AVERY Sr ROSE, BRAN & LYNN Of42 142 AVERY Sr TH/FFAULT, THOMAS G. 0179 921 S449RO0K RD. GATEWAY PLAZd LLC MIDS• DOWN, Cr 06457 0210 PO BOX 1127 S/STARE, ANIEDR/C C. 5• CHARLES UNDSAY Iff/LM/NGTON, VT 05363 02SO 152 TANNER ST. S/SMRE, FREOR/C C. 0740 740 DEMING Sr D'AL£33ANDRO, VANESSA & ARCANGELO t0„70 Zoning Data Block - Manchester ZONE: RA RESIDENCE A 41,rro ITEM REQUIRED/ALLOWED PROVIDED Min. Lot Area 12,000 s.f. min. 199,625 s.f. .,. �� �'"u S•. �s , 4 F ,a9 Zs, '09 Max. Building Area 30% — + 'M+e� ,' e•^+'t-r 1, n r i �d t~ 6 I. 9 , 1 69.68' f 4s !o Min. Lot Frontage 100 P r, f a 3i yt�'a• _ , t� t r, itMin. Building Line 100' 411.75 `} z; Min. Front Yard 25' 412.08' A. Qii" 'v. VV Min. Side Yard 10, 149.07, Y' :t'�.:• 7$? Min. Rear Yard 25% of lot depth or 30' 9i.1 ,.'. re �r`�i f�at9» �, f�'M ..-';� t* , J t d ty', ` .' ytl. t 1, , °. � • f : ,. rt ` / � >Q7SQ PARKING REQUIREMENTS MANCHESTER: (9.03.12) 1 SPACE/3 SEATS MAX CONGREGATION = 1200/3 = 400 SPACES REQUIRED. . r'Y' ,�1 I Ir � y • ���t t d ti_'W, iyY �rf z °i.. .�� IS t ��Z Yrif�� w+, 'r >l�r t,r s f 3 2 s2 • x fit' r'r .x Y> { R i¢ �� r x f wN�i ? � 8 8 1,, • � . _ g�`,,� „a �a, �. �;�; �,,;.�.� - Zornng Data Block -South t/f�indsor 5 wl"ZONE: ZONE RR RURAL RESIDENTIAL ., _ ' rs ITEM REQUIRED ALLOWED PROVIDED Min. Lot Area 4 0,000 S.F. 256,774 s.f. Min. Lot Width 175' — rx rtY'' ° `` , • list P Min. Lot Depth 200' 675't Max. Stories 2 1/2 <2 1/2 ?' Max. Height/Feet 30 <30 Max. Lot Coverage 10/ 14% 4,TZ7 r Max. Impervious Coverage 50% 64/ ** ° t IMin. Front Yrd Min. Rear YaQd 50' 91 1108' Min. Side Yard 20' 149.07' *VARIANCE GRANTED (3/4/04) SECTION 10.2 TO ALLOW 14% LOT COVERAGE. t4lf`,Nat^ ,h�Y` ,*. r tn. d VARIANCE GRANTED (3/4/04) TO SECTION 4.1.8(b) TO ALLOW 64% IMPERVIOUS L COVERAGE. PARKING REQUIREMENTS SOUTH WINDSOR: LOCATION PLAN NOT TO SCALE 1 SPACE/3 SEATS CAPACITY = 1,200 SEATS = 400 SPACE REQUIRED 486 SPACES PROVIDED NOTE: VARIANCES GRANTED (10/3/91) li�1�� — TO REDUCE PERIMETER BUFFER FROM j�.L'a ZI. MAJ.�" �j 50 TO 25 — TO ALLOW 9 X18 PARKING SPACES. �QQ _9� SHEET INDEX SCAL'•' 1 + `. Miv­ NOTES: 1 COVER SHEET25. �� • 2 EXISTING CONDITIONS THESE DRAWING5 ARE THE PROPERTY OP DE516N PROi�SSIONALS, INC., AND HAVE 13EEN ^? PREPARED SPER ANY LLY FOR THE SE OR APPLICANT 1=oR THIS PRO.tEGT. PERSONS ARE NOT 2A DEMOLITION PLAN TO BE USED FOR ANY OTHER PURPOSE OR 13Y ANY OTHER PERSON OR Pt�50N5 NOR • "� `,.. REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PERMISSION OF DESIGN'°-.� a PROFESSIONALS, INC. ( �J/ ♦ +' 'THESE PLANS ARE IM/ALID uNL,E55 THEY MAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL 3 PLOT PLAN (BOUNDARY SURVEY)APPROVED �s �. OF THE PROi"E5510NAL ENGINEER JR SURVi=YOR. t>- 4 TOPOGRAPHIC PLAN a� JoNA�. PLANNING AND ZONING 5 EROSION & SEDIMENT CONTROL PLAN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE COMMISSION 6 DETAILS REGULATIONS OF CONNECTICUT ESTATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF MANCHESTER., CONN. OWNER APPLICANT: 1 OF 1 BAYSAVER DETAIL SHEET CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS ,RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO S CONSTRUED AS CHURCH 0 F THE LIVING GOD L1-- L3 LANDSCAPING PLAN HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE 199 DEMING STREET Novo 2004 RE1l: OCTOBER 29, 2004 T FIELD SURVEY MAY DISCLOSE. DATE: LP 1 LIGHTING Tr N G PLAN REv: SEPTEMBER 20, 2004 TO THE B F _MYKNOWLEDGE AND'BEUEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MANCHESTER, CT 06040 A101--103 PATE: JULY 30, 2004 12882 SIGNED: TEL. (860) 648-0520 SOUTHWINDSORPLA NINGDEPT ARCHITECTURAL PLANS RICHARD P. MARTEL LIC. No. A201 — 202 SHEET 1 'x / N: 858257.331 N\F / E: 1060541.1239 N\F PORTER'S SHARE N\F CLAYTON L. & MARILYN G. ZAHNER WALILK G. & EVELYN L. FOSTER ON RIP -RAP DITCH 31,11 Q Q r " p \ \ 9 I. PIN \ ` \ \ i252 7R / / �GO�RS� 435.44' 2 A N66 14'$2 W 6. q8 \ 9 6 \ .,.y /WI _ . _ ... _ .. _ .. y 3g1 _ 2 � - -_ . ` 1 N6i6'21 21 pg �.L�jO• DEAD HICKORY W / \ \- '\ \� \\ - rt6�J'� 9• 5p,.. 0� �'' : " 1 / P�� P h� 1" I. PIPE FOUND ----------__148.4'� \N\F 2.22' NORTH ' - - - - - - -� -232-- 234 \ \ ` \ ` ` 1 .,� ,� ....i \ G R �?q� Ell Nh COLVMS& N: 857852.3203 _. _ _ - - �13a... - -- \ \ \ \ \ \ \ ' \ \ N66'41'08"W \ "'�21p. /� \ 15 7 {� ' C, \ E: 1061450.2656 50' R.Y. ---•---� -- --'' `"'_' -- -1 \ � � �. \ \ \ PER �A AP­&F`ERENCE#1 , \ .r._.- Ci� \ 10 Y. \ 3�4" I. PIPE 1 I I I (l I I I I I I I I I I! I I I I \ \\ ?\ \ \,- -`..� -- i / \A\ \\ \ `\REFE�RENCEER ER M#1 I TF 222.22• pF, of I FL= 18.9T y fL=217. 4 IN .P� T i // \\ \``\ \ \ a�\ \\\ ♦\ \\ N\F FL 2178 YA `)9'I I THOMAS G. Tloll HIFFAULT GAS SERVE 19FL 23' 1 our C CRETE WALK+-244 II - \ \ BUFFER .�ONC. X X Y.D. WALK -W/ � - �J.� \� � � � i- •� " ' ""'•' .,� .r..r / � \ \ 7 FL=219.86' 8" \ \ ... 1 \ \ \ `� \ •�` \ / / ` 'IN i I HVAC PADS .(_ I I e`+ ` t1 iG AC PAD -- -� /1 i \ \ `� \ / Y.D. -222.90 �® 1 L ®=.) \ / - - _ ` / F,A • FL=221.40 IN \ ' ' \ \ 2"� - ,ITC. 215.29 ( \ffR, FL=221.30 OUT) \\�./ // SO(/TH w,N�'i I I\ \ - 1 `23� 456,399 SZ�FT. \ \ \?4? \ `DSO.► p3 EXISTING BUILDING I \ \ 1 \ 10.48 ACRES SANCTUARY F.F. ELEV.=217.75' ` z It I� ,i/ / / \ ..,.. -•- -- -- 123g� ` BRIAN &LYNN ROSE It - ,i i-'---� ref / Ila I I 6" FTG. DRAIN I , 1 \g \,2' '�' .`. ,....► r ''..«'_ ' ` -_.. '- \ ` \ '�' /�'�% \ \ \ \ �' / / / / g, /it- .60' �J2sRAREA SOUTH / *�W?"CEDAR ..- W INV=203 A I ' 256,774 SO. FT ` \ �` \ \ \ / / / R N CONCRETE VrALK 7kq-(T� \ \ \ t ' I I 5.90 ACRES Q/ \ \ �23 ✓ / / \ �' 1 l II It Tf=2" FL=203.4.3' (5 ` TF=218.26' fL=213.91 FL=203.53' 0` l`I � ,/ \ a It 0 0 it I`V It 1 �j I it C10\ i1 I 1 5 II �I 1�W \ \ 1 , ` / ` �` `► \ \ \ r �' -�. 12'CED ` \ - .. -�. ` 3 N F t � � 232 EDWARD M. CZARNOTA tt t 101 , 1, �► ?3?, ` / / _ .� - - 10" EVERGRE B. \ �, it \ - 1 1 t , `226- -- _ _ _z - _ �" _ / \ `� =209.60' \ II \ - - U L=203.07: (IN) 5 \ ?7 TF=2B6-(80 BE REMOVED) II �" t AREA \ �% r MAPS I, L=20z.87 �oUT) EXISTING WI \ �\ 1 1 / 199,625 SO. FT. \ `� .10 / \ \ / - �-, FL=211.53, 1N) a 4.58 ACRES \ �30. p'! o TREE(TYP.)I+` \ FL=211.a8 �ouT) / 23 �- I5 I I I I I I i att�� � I I I I I ( I ( I ,...�I � I I I I ( 1�t ,y / ` ` - -- •••� \ \ \ / ..._ / / � z I 1 /W/ I 44H + Ii °0I� \ \ i ` GARAGE ' Zq,l I-1- tI 14 I 6 I� I I I LSGHT POLE I , IRON IEi- _ �^ '` \ ` ` / / / \ \ / ) 3 26 2NAPST �2 �--.• s tI I \ N \ /FINE ( J�! 2� 5 N ,I IIIIII II II IPIII 1�IT _ \! 1 2 2 STORY FRAME y 4 OZ' TIN / 2 ' ACCMP �".- ` ` \ "•224� / / .- \ 0 N\F N�.e21 ( ® ` _ \ -- - \ 20" MAPS , 2� � �1 SEBASilAN A. RESTUCCI } tt I I C.B. \ (, / �` ..' `� ` / '� \ \ 20" MAPLE II TF 207I.90' I I I , II C.B.I 85' ( I \ ( 11� _+ 13.7 I , \? t \ �► C- TF=209,L 06.7 (IN ^y tl FL-202 90' I FL=201.75' FL-206.5 (dU) / 'I' \ ` fig\. 15 _ E ".'.` •.... ` 1 + I4 H 4 �I I / i 216 chi 10'� Q �'r '-. fR�9M 21N _ " / /' \ 24' MAP E / >� I t, \ 4 ry0 II -EXISTING\� �09.05 - - --- --..� -9 (}��` ' �---- _. �� � / \ \ \ z°" MAPL • U r CL& 5862 IRON PI , " -+ XIS�FiC' as \ \ \ ` 2'l.4 ' I I GB II gl I `ice I I I I I I I�'���1I I _ 6-F-- - .-. - - S64'07 59 o d ..e,� IR�N-RIN,I -. 10 \ \ _ �6 C.B. TF t207.90' _ - = �. \ l o t t " -� d -- .ZLs- .. $� / ,`„ C- - \ \ '43"W ` X2 3' TF=FL:206. 9, FL�199.40' II SMH \ �1' I ° / o-e - - ' ".....� \ " \ 20" EV / ,� �.`--"- -�,(�� z.TF=�08.81' �Q / _ ^/� Z _ _ _ _ e _ 2'16-- ,_ 0 `"--� ER 1 FL=200 99' I 11 FL=198.66 1 \ 5,A _ -_�- �/ 1 +�. p o 0 - - - - - - - _�s - - - ° - = o C7 - _ _ ~- 2i4. - _ - .._ / ° R� ,d3 41 ` 10 S.i�. H L 5869 SN 14 FL=200.99' Og I it , - EXI - ° _ .:; - I- --- - - - - - ~_�= ` =" _'e C- �t��3�.70 =" ET 504 I II - IRON PIN o 0 0° ° ° o o. DBL_ CL CB DMH T URIED) �, -- ` / __ 1 q 4 a _ _ - am n o ° 00000000°00 °�%°� T.F.=211.50' TF: 21 .08* EXI G r ti ... EXI -=----,._ �, 22 � _ } / o 1 ✓ �15"_ADS _ - - `l o00°p4o°, 24" ADS OUT INV(24'%:204.03+ D AINAGE EASEMENT T.F.=211.53' - _--.i .� .__ 5 0°00000 °o°0 0 - 0 *TAKENI`=ROM AS -BUILT; IN FAVOR OF CHURCH 24' ADS IN CL CB ~ " -_ _"�t1� - " _� �' '� + 10 $�; • o 000s� 0 o f INV.=206.8' --.. �. 220..," IA Oil `6 II C.B.- ` J (� O °o°o " ° O� / TO BE MELD, VERIFIED OF THE LIVING GOD INV.=206.9' - `._" , \ -- d d ,� •« ...� ---- �� N `�} I o 24" ADS OUT r•-- 'L I TF=207.96' +�. o 0 o EXISTING It AREA=200 SQ. FT. 24" ADS OUT �-�� �A d ""•��+�.�..,,,,• 1 `___ CA FL=198.91' rE� W) .�� pc'� °° DRAINAGE EASEMENT N I (VOL2359 PG.225) INV.=2D6.8' INV.=207.5' EXISTING �Ad 2�8`' S62 Q4�i' ""�+..�.,.. / ! CL CQ/ / 7y X II FL=199.06 '� '` 24.64 II r / DRAINAGE EASEMENT -� �--- _ �,� _ ••�� �. DRAINAGE EASEMENT /S.Y. 1 IFL=199.01' T) �1 '� q ° e , " IN FAVOR OF CHURCH OF o IN FAVOR OF CHURCH OF - ^ '~"�"' �;...,220. 3' , �- I II d e 567'56 57 E THE LIVING GOD THE LIVING GOD '-' --•1 OF 1 52 I II 4 c ° (RL259T. `AREA=100 SQ. F. NVVOHE IN3%PG452=213.5' 4- ��[c1 I ° UTILITY EASEMENT IN FAVOR N\F (VOL.2359/PG.225) AREA=100 SQ. FT. `""�- ..w ISRPT62C3.2 IS11NG I II II /EXIS NG 4 o ° 100.29 (100 DEED) 1R IN p q q UTILITY EASEMENT OF THE CHURCH OF THE GATEWAY PLAZA LLC EXISTING ' ^ �� II II / IRON PIN .Q d e e CHLGY@k2dP9A§-225) `15" ADS OUT (VOL.2359/PG.225) +.. � CL CB �Q e IN FAVOR OF THE LIVING GOD i U � S69'32 31 E „ (VOL.2359/PG.225) IRON PIN ` II I+ Qdgq o LIVING GOD INS=213.6' II e d 4 A d p dq °°° °d° I I / 4gg4q eq, NOTES: I q d 1 II , VA °q4 Q o q Q o 1. ALL MONUMENTATiON FOUND OR SET IS DEPICTED HEREON. II 1Q 4 0 ; 4 o d 2. THIS SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON. "' ° ° ° 3. PROPERTY IS IN ZONE RR (SOUTH WINDSOR) AND ZONE RA (MANCHESTER). d e °,° 4 °e 4. PROPERTY IS ENTIRELY IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE MAP REFERENCES: I 11° ° ° °+ 500-YEAR FLOOD N\F VANESSA & ARCANGELO t ;� D'ALESSANDRO f _ N CHO MON /I; ITEM MON / / 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 111.24' 9'22'5E V O Tf=1 4.38' I �I FL=1 0.98 ((INj) a =1 0.81 (DA) x I qq dd q dq° 4 dp ° d4 e< ""liJl 'v I I�1 N 4q q°d qj �e q ee t{dqq q44 qq �4gdgq� 4 I G4ggqq e gdgqqq 4q DRAINAGE EASEMENT }� g o q 4 Q° d q AND UTILITY EASEMENT 24"ADS II !°° Qe d IN FAVOR OF CHURCH OF / y[,�' ° THE LIVING GOD 15'ADS II /�F.E. FL=189.79' ld q q e° d d n AREA= 0.17 ACRE _ d g q e a q A g °q q 4 q d� OR 7250 SO. FT. (VOL.2359/PG.225) C.B. (SEO. STRUCTURE) II TF=1 4.32' 0 �°°° 4. ° q01 II FL=190.27' 15' 25' E.Y. 4 4 0° ° ° q 4 - q �pQ d II o° 'ADS d G -71 °q °d STORM MANHOLE ° ° ° ° ° ° TOWN OF MANCHESTER TF=193.87 ; q q ° ° CONTROL STATION #9 FL=186.69' at d DO NOT DISTURB - CHD ~ S68'45'02"E H NON ON SNET #3027 N: 857507.096 SNET #3028' 10'x44 SM/ E: 1060576.817 II SMH ROAD SIGN----TF=193.06 TF=195.35 FL=186.83 SANIT. SEWER FL=183.90I LG-V- 8" CLDIP WATER MAIN DEMIfie STREET (ROUTE 30) REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2 10-29-04 GENERAL KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 9/30/04 PER TOWN COMMENTS MHA 12882 NO. DATE DESCRIP710N BY RICHARD P. MARTEL LIC. No. AS SHOWN ON FLOOD INSURANCE RATE MAPS 1) TOWN OF SOUTH WINDSOR PANEL NUMBER 090036 0011 D MAP REVISED FEBRUARY 23, 2001 AND 2) TOWN OF MANCHESTER PANEL NUMBER 090031 0002D MAP REVISED MAY 2, 1991. 5. HORIZONTAL DATUM NAD 83. 6. TOTAL PARCEL AREA = 456,399 S.F. = 10.4 f AC. 7. VERTICAL DATUM NAVD '88. 8. TOPOGRAPHY WAS FIELD VERIFIED IN AREAS OF PROPOSED DEVELOPMENT. 9. TOWN LINE DETERMINATION BASED ON THE LOCATION OF TOWN LINE BOUND #17 ON McNALL STREET (PRESENTLY AVERY STREET) AND ON MAP REFERENCE #1. APPR0IfED PLANNING AND ZONING COMMISSION MANCHESTER, CONN. DATE: SIGNED: GRAPHIC SCALE 40 0 20 40 80 ( IN FM ) 1 inch = 40 ft. 1) PROPERTY LINE PLAN GATEWAY PLAZA, LLC DEMING STREET SCALE:1"=40' DATE: JANUARY 5, 2001 VANASSE HANGEN BRUSTUN, INC. 2) INDEPENDENT RESURVEY CHURCH OF THE LIVING GOD 199 DEMING STREET SOUTH WI NDSOR\MAN CHESTER, CONNECTICUT SCALE:1 "=40' DATE: JAN. 20, 1995 DESIGN PROFESSIONALS, INC. 3) PROPERTY OF JOHN N. LOMBARDO 199 DEMING STREET MANCHESTER, CONN. SCALE:1"=40' DATE: JUNE 28, 1955 HAYDEN L. GRISWOLD C.E. 4) CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF MANCHESTER FROM DEMING STREET EASTERLY TO THE VERNON TOWN LINE SCALE: 1"=80' DATE: AUGUST 15, 1991 5) PLOT PLAN AVERY ESTATES PREPARED FOR CANDLEWOOD HOMES, INC. 106-114 AVERY STREET MANCHESTER, CT. SCALE: 1"=40' DATE: JAN. 19,1988 6) MAP OF DEMING STREET MANCHESTER CONN. DEC 1929 SCALE: 1"=40' J. FRANK BOWEN ENGINEER 7) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRED FROM WALTER H. DELISLE THE STATE OF CONNEC11CUT SCALE:1"=40' AUG. 1973 8) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRING FROM DAVID PISETSKY THE STATE OF CONNECTICUT SCALE:1 "=40' MARCH 1975 9) MAP SHOWING LAND ACQUIRED FROM JOHN & MARY LOMBARDO BY THE TOWN OF MANCHESTER DATE JUNE 1988 10) MAP SHOWING LAND ACQUIRED FROM DANIEL R. PISETSKY BY TOWN OF MANCHESTER DATE JUNE 1988 Tel. 860.291 • 8755 � IMPROVEMENT LOCATION MAP Fax 860.291.8757 esign EMS"TUM" COMMTOoNS rofessionals, irmc. I1 civil engineers • DESIGN: KM/ DRAWN. RAM CHECKED. • GBSI �e g planners surveyors 2 landscape architects . gis • gps JOB NO.: 449 DATE 7130104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING ND.: server/10bS/449/449-2.dwa OWNER f APPLICANT: CHURCH OF THE LIVING GOD 199 DEMING STREET MANCHESTER, CT 06040 TEL. (860) 648-0520 DEPENDENT RESURVEY PREPARED FOR: E12-h urch of the Living God n99 Deming Street South win&OT/Manchester, Connecticut SHEET 2 1/ N\F . WALTER G. & EVELYN L. FOSTER W AN LE IR N RIP -RAP DITCH Y \ Y V\ EXIST. 435.44' z N66'1 4'32"W L PIN \ \ ! 1252 ti .,.r......_, DEAD HICKORY A RE SAWCUT-AND REMOVE \ N66.41'08"W \ EXISTING PAVEMENT ''' \ \ \ 169.30' \ / PER -A AP`-RQZRENCE#1 T°- 76'� ° I I ��I =219:06 1 \ / A Spi at1 F = 18.97' \ TF=22 01' FL=217. 4' IN) FL-2,8.0 217 9 QUT"I 1qI YA ,1 I I GAS SERVICE �l`.gA` `" FL 219 93; IN) - FL 219 3 OUT H X X ` \ C CRETE WALK ' :ONC.\y,p,2 FLL•=•220.r 6 9.86' �8"3 ' I HVAC PADS ,( I PV I �� AC PAD Y.D. TF-222.49040no _1TYP.> FL=221.; IONU)))) ` ( TF 215.29 (- FL=221.30 T) / 1" I. PIPE FOUND C 1 \N\F 2.22' NORTH \ _ ��EEN 9. ,COLtgTrNER \ \5'i 7� 7 \ \ \ 3\4" I. PIPE H4-D-EER MAP / \ REFERENCE #1 \ THOMAS G. THIFFAULT / \ a d--44 \ t II L1.2'29 �OU I I { \ , `l\z3g PCB-2 1 QIwg? ;, EXISTING BUILDING SANCTUARY F.F. ELEV.=217.75' i 00 00 1 \ 114 t 6" FTG. DRAIN I I - eA \ \ \ NMI � �'I ep- D.W.R. - z- - N F 203.60'\ '' -..r -•' ""•... ` { { � �` \ � �" \ \ ~ ,'� \ � \ „� / \ 1 I PORTER'S SHARE ' " CONCRETE WALK ' \ \ \ \ \ \ \ \ " / ✓ , NMIf , ��r!/,►. ! � !�f � it ►'0010/, i012 %% In PA / 011 - 1 !Ono «: ► / �242-_ N\F 1 BRIAN & LYNN ROSE Ln w T �23 Na '� --.232 i - 10" EVERGRE I18" MAPLE N\F EDWARD M. CZARNOTA L t t t t EXISTING �I \ FL=2i TREE11.48' OUT?I f PCB-7 ..r + \ \ �• : it ' I t 1 i IN \ ' : �• 24-- TI` 1��P-D -2 t i ,t /�/ 't•�- r---� , °¢°II �� ------------- GARAGE LL t I 1 1 --I- I `+ 11 I+ I i N5 2ND STORY I --- I I II {-1---� -�-- I -.}-- -- IRON -� PROP. -., \ �`` ` / / \ \ / p APT. -� \ LFl °� I ea= MOVE EXISTING PAVED \ �� \ 1 (/� ALL R R N 19 +�� �: ' : • : : I.- ARRICA : : • FACE - AND REGRADE / '- v / � \ / t y DES TU / 2 STORY FRAME }- R RESURFAG�tNG \ m �� \ • ' . • ' tl; :: ; :: ; : ; � j CB •t 15. ` r r •�.. \ \ ..� PROHIBI f PEDESTRIAN ? \ fl ::II : - ' : - ' ' t i T. .=220.53' ,.mac- ... MOVE AND OR '' ' \ ✓ N F ,� 24 ACCMP -�Q 1• \ ` 1. �24- / / ^ - \ \ \ \ 20" MAPL l� �ryry� 1 SEBASIIAN A. RESTUCCI t I NS.ry �1 ,(DACE LANDSCAPED 02 AND VE ICULAR TRAFFIC II • ' " \ � C.B. � : ' :: : ' \ ° ISLANDS-ASt. EPICTED. � /' t� 20" MAPLE1 tt ' I �� UUM, STR C 0 T B=209.85' I ( I I\ F , I 11�L= 6.7 �IN ��\? 1 TF=207.90' 8 1 t IN FL-20 90' _ n ' . ,ri t t .� - ��\`"Ix "' '�. 2�2-- .r,,...,., / / \ / 1 I :::�, : • .14•- .,,y_B:. r N^' P DMH-1 - ""ER@µ plLy '` `..• .... / / 24.. MA t -I-14 H -� -I -1_- -� i , �' :' II `: �� , \N `tom - � .__ . _ ..- .- .... - r _ / - 20" MAP •r. / \ L y �, ' : • ; t�-�� XISTING •..�20•"' \ �,- 22A \ (��1I I ' N PI N ° $64'07 59 '�""""""� ara IRO IN _ \ , CL&P 5862 \ N65*56r » \ \\ - ` \\ \ C.B. 9 - TF='2b9.�Q. SM \ C���'1� i• / \ ^' °ot' ~ \ \ / - �� - - -- . = `~�----"- / 1\ \ 4 \ 20., 4 - - FL�199.40 \II 1F=208.81 Q ' �• • ~ . 4 216 ._ .� 03'41 \ w EVER r \ _ �'�_�•':•':•':•':•' / ---- ------ mac, - 14 - .- / �ll. FfifiF' 200.99 I FL=188.66 \ - P ao O =-4ti=___�4_- ------ --2 \ FLU 200.99' T) p I II Il �5 _ _ _ - - - - P �J _ 04 \ \ 1 - \ - _ 7 _ _ _ G o �d .. -� HELTCO 5861 IN SNE 45 IRON oo°oo°o o� DBL. CL CB DMH 'URIFD) _ �`"�. -•\T"44e., 0000a000°o T.F.=211.50' Tf:212.b8* EXI G i = DBL�CL&B _ .. �+w�.•,re, ,,�,. EXI�TIN�` _ `._ -- ,. / x \ \ _ - o 0 00- , 0 o I * T.F.=211.53' = _ - ' " - _-_ �'� IRON PW " ^- -.� O ` - �t5"ADs - - _ _ - _ _ o 0 0 0 �° ° ° ° 24" ADS OUT INV(24't5):204.03 D AINAGE EASEMENT - DBL. CL CB cV :n - - - - - - - `000 0°00�0�0 o INV.=206.8' *TAKEN' FROM AS -BUILT; IN FAVOR OF CHURCH 24" ADS IN �`T F2129, _ - - ` \ ` ~ �+ INV.=206.9' - e "+ wit ' C.S., " - °0000 .� ems' TO BE RIELDt VERIFIED OF THE LIVING GOD 24" ADS OUT \ r- -- -- ° "' r•". '� _ q _ _ - 1 \ AREA=200 SQ. FT. 24" ADS OUT = `� "�""••�..�.,.,� .� fA FL=198.91' �N&W) �5 - ' ° EXISTING w INV.=?_07,5' EXISTING.....FL=199.06'- - '�''�'1 _-_r �..- ° ° 0 24.64' DRAINAGE EASEMENT N INV.=206.8' _ - - - ++.► + �.. 8/ E} DRAINAGE EASEMENT S62'04„�"'�"'�••+ \ CL C 1 FL=199.0) OUT) �_'�-'� - d ° 4 c , „ IN FAVOR OF CHURCH OF 0 -h IN FAVOR OF CHURCH OF DRAINAGE EASEMENT -- - 220. 3' / ° 4 S67'56 57 E THE LIVING GOD -- THE LIVING GOD � j e ° AREA=200 SQ. FT. ,g ; AREA=100 SQ. FT. - `r••NV.=211,5; 11 - - _ -•- � .___ THE UR� OF _"--- - -_ _•,_ .� 1 1 ING� 1 I , , - - N\F 203.2 �3 II i 4 e UTILITY EASEMENT IN FAVOR v .� ' i - ° ° ° n AREA=100 SO. FT. IsmG ' ' IN ` I I . ✓EXl$ NG ° ° e 4 UTILITY EASEMENT OF THE CHURCH OF THE / '� - CL C8 100.29 (100 DEED) ii� \ ' I' - _ - ,/ II�ON�1 e e ` GATEWAY PLA�.A, LLC p i ' 2 d e IN FAVOR OF THE LIVING GOD MAP REFERENCES: T•rz1-I. EXISTING S69'32'31"E ' \ 1 p i ' �' - \ \ e n ° CHURCH OF THE 15" ADS OUT-_ IRON PIN t I I �� / ' ' - \ p° 4 e ° LIVING GOD INV.=213.6° ` 1 4 ° ° 1) PROPERTY LINE PLAN GATEWAY PLAZA, LLC DEMING STREET`- t \ \ \ d4,6 4,61t, d e SCALE:1 40 DATE: JANUARY 5, 2001 VANASSE HANGEN BRUSTLIN, INC. ' ' l ' \� \ `� `� a o Qd 4 Q°� GENERAL DEMOLITION NOTES: '�`'t & VA 2) INDEPENDENT RESURVEY CHURCH OF THE LIVING GOD 199 DEMING STREET 1 1 4 d ° ° d e 1. FOR UTILITIES, COORDINATE WITH LOCAL GOVERNING AUTHORITIES. „_ , 1 , 4 e °°° d ° SOUTH WIN DSOR\M AN CHESTER, CONNECTICUT SCALE.1 40 DATE: JAN. 20, 1995 ' ' lI ,ter ' ' ' ` `' ` ' ° ° 4� ° 0 2. EXISTING UTILITY INFORMATION IS BASED ON AVAILABLE INFORMTiON AND RECORDS. DESIGN PROFESSIONALS, INC. N\F I t , r 4g4°ep e4,{ CLAYTON L. & l I ' ' / r r - - , ' '� e°,° o e ay{ PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST t- io VE MARILYN G. ZAHNER ' ' , ' 1 V 4 4 a°° n 4y ALL UTILITIES MARKED ON THE GROUND. CALL-6i:FORE-YOU-DIG PHONE NUMBER 3) PROPERTY OF JOHN N. LOMBARDO 199 DEMING STREET MANCHESTER, CONN. N\F ` r r �° n d 4 ° e SCALE:1 =40 DATE: JUNE 2$ 1955 HAYDEN L. GRISWOLD C.E. ' 1 I I , , , r� r , , , `` 1 1\ '�� 4 444Q ddo� (1-800-922-4455). ' VANESSA & ARCANGELO D'ALESSANDRO "� o ` `` r r` ! ,` 'f '1 '1 '•� >n ° ° o , 3. PRIOR TO THE START OF DEMOLITION OR ANY CONSTRUCTION ACTIVITY, THE - 4) CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP ° 444 ° CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING AND NECESSARY EROSION TOWN OF MANCHESTER FROM DEMING STREET EASTERLY TO THE VERNON TOWN LINE ` e•��• ° SCALE: 1"=80' DATE: AUGUST 15, 1991 4 a Q o Qn CONTROL MEASURES. o 4 e 4. WHERE EXISTING PAVEMENT AND/OR CURBING IS TO BE REMOVED FOR THE INSTALLATION NOTES: 5) PLOT PLAN AVERY ESTATES PREPARED FOR CANDLEWOOD HOMES, INC. PCB-D , ' ` 'e eAe ; o e o OF NEW UTILITIES, SAW -CUT A CLEAN, STRAIGHT EDGE, INSTALL UTILITIES AND REPLACE 106-114 AVERY STREET MANCHESTER, CT. SCALE:,1 "=40' DATE: JAN. 19,1988 YARD 5.4 e d PAVEMENT AND/OR CURBING TO MATCH EXISTING. 1. ALL 1AONUMENTA1ION FOUND OR SET IS DEPICTED HEREON. 6 MAP OF M " ' TF=,s5.4 I ' r ' + ' �4` o9e 'd 2. THIS SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON. ) DEMING STREET MANCHESTER CONN. DEC 1929 SCALE: 1 =40 / FL=191.4 ` W I ' , r , t t ` �eI,44n 4 1111 + t ` ' ' ` ° 4 4 4° d DRAINAGE EASEMENT 3. PROPERTY IS IN ZONE RR SOUTH WINDSOR AND ZONE RA (MANCHESTER). J. FRANK BOWEN ENGINEER FINAL PHASE \� �l (! f' , 4 A 4 d 44 AND UTILITY EASEMENT 4. PROPERTY IS ENTIRELY IN FLOOD ZONE X > AREAS DETERMINED TO B CONSTRUC N - 24"ADS ° 4 e 'A 4 IN FAVOR OF CHURCH OF E OUTSIDE CARE TO,- -' G ° THE LIVING GOD 500--YEAR FLOOD AS SHOWN CIN FLOOD INSURANCE RATE MAPS 7) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRED FROM WALTER H. DELISLE / 5'ADS ,11 ' ,�F.E. FL=189.79' 44 °4°.44 .4 THE AREA2 0.17 ACRE 1) TOWN OF SOUTH WINDSOR PANEL NUMBER 090036 0011 D MAP REVISED THE STATE OF CONNECTICUT SCALE:1"=40' AUG 1973 r 1 - 1 ' d 4 ° d OR 725o sQ. Fr. F'EBRUARY 23, 2001 AND TAKE AROUND }� m , �� d >, 4 on 4� EX NG V '194.38' I t ' C.¢. (SED. STRUCTURE) °I° 2) TOWN OF MANCHESTER PANEL NUMBER 090031 0002D MAP REVISED 8) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRING FROM DAVID PISETSKY U11ES AND=,90.98' rw �j TFZ19`4.3z' �4'/ �A $. 4 MAY 2 1991 THE STATE OF CONNECTICUT SCALE• 1"=40' MARCH 1975 ELOCATI ON. _, 90.61 (bu I \ �` \FL\ 19Q.27` q" - - - - - - - - ' , ' In fI` `---------- ve°4e°e 4 Z , F � � e -STORM_mANHO,IE e e° ° ° o . w ------ TF=193.87 CHD 111.24' ��� 10 n 4 FL=186.69' d 4 ' " 1g H ' CHD S68'45'O2"E SNET #3027 CHD H N �}.� c S69'22 56 E $ i l EL ""fin{ /G{�AN1TE SNET �J302 MON 1o'xa' SIGN SMH ROAD SIGN TF=193.06' vtlim.35' FL=186.83 SANIT. SEWER �S :183.90' - ~- G'V� 8" CLDIP WATER MAIN DEM{ISTREET (ROUTE 30) / 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 NO. DA 7E DESCRIPTION 13Y RICHARD P. MARTEL LIC. No. 5. HORIZONTAL DATUM NAD 83. 6. TOTAL PARCEL AREA = 456,399 S.F. 9) MAP SHOWING LAND ACQUIED FROM JOHN & MARY LOMBARDO = 10.4 f AC. BY THE TOWN OF MANCHESTER DATE JUNE 1988 10) MAP SHOWING LAND ACQUIRED FROM DANIEL R. PISETSKY BY TOWN OF MANCHESTER DATE JUNE 1988 OWNER (APPLICANT: CHURCH OF THE LIVING GOD 199 DEMING STREET MANCHESTER, CT 06040 TEL. (860) 648-0520 GRAPHIC SCALE 40 0 20 40 8o (atFm} 1 inch = 40 ft. B Tel. 860.291 • 8755 esa Fax $60.291 8757 Do ENOMMON PLAN I r o f e s s i on al s' inc. DESIGN.- KM/ DRAWN.• RAM CHECKED. icivil engineers • planners surveyors landscape architects • gis • gps JoB No.: 449 DATE.• 9121104 1 6;5 South Satellite Road, South Windsor, Connecticut 06074 DRAWWNG NO,: server/iobs/449/449-2A. di PREPARED FOR: Church of the Living God 199 Deming Street South win&or/mmehester9 coruilectic ut SHEET 19 EXISTING ANGLE IRON 50' R.Y. TRANS PAD l;0 r N\F X PORTER'S SHARE 1 X 1 1 IX I Illllilll�; Ilil WALTER G. & EV`ELYN L. FOSTER / fEXIST. STONE WALL N66'14'32"W L PIN DEAD HICKORY W\ WIRE / 1" 1, PIPE FOUND N616'21'21"W / N\F 2.2V NORTH EILEEN M. f%f%l Ir�rCx� 'ri AST 69.30'-` N65'1� VV OF CORNER ------ 241.50' PER MAP REFERENCE#1 / 17 ____ __j IO' S.Y. TrI. PIPE ------ HFLD PER M I � REFERENCE#P i l l l 11�1 II IIII LIGHT UZ { 1W/FI�TUR,E cTr IIIII I I11I��I t I`" I I I i l l s III I I K14 1 I I I I I I I I I 1 I EXISTING IRON PIN N\F CLAYTON L. & MARILYN G. ZAHNER CHD _— MON iGAco ITEE MON / / / 24 20' S.Y. I �� �° o S 6 57"E 4p i I EXISTING 100.29' (1 OV DEED) IRON PIN S69'32'31" E I II N\F I VANESSA & ARCANGELO N �, D'ALESSANDRO N r- �- o D N V) I I I I r N 04 / b / } I � I I I a 4 0 N I � + I 111.24' —• R'S r�$ S69'22'56"E uu , ICI CHD ,„oMAS G. T„,FFA,L, J� I Oil I � 11, 1� r 11 1 1I i ail I j!,.,' I 11, i ,.� i' >, I ` N\F 26 BRIAN & LYNN ROSE I-F I I I I I 26 � 1,a z 16 J. I i 261 1 Lf . ^� 8' CONC. WALK (TYP.) } N\F I � EDWARD M. CZARNOTA w 11 Fm i III 24 ` 6.6' 43 ' 5 / EXISTIN GARAGE 2ND STOR� IRON P APT. ` 2 STORY FRAME N�F 444 °4°44 a a 4 q /EXIS ING 44 n a / IRON PIN 4 4 °p °aa 4gp4 d44p 4 4 4 a s W44 / I a4p4 °pd 4q4 44 a pq4 a' a p4 I 444q� °4A (!) OQa q 44° a 4 aaq 4 doe 4p4 °a4 4d°a4 e 4 G 4 q 4 °4n4 °qaA 4p adp4 4- I 44 w ° ° a 4 4 °4aad 0)a a44p d j 4p4 p4444 4 I N 4 4 p 4 4yy444,,,, 4-4 444 �a pd°da4 adn 44a4a �4p4 444 I 44 44°4p4� �4a44 ° °444 Qa4 p O Q A°pd i a4 44° ° ° a 44p°4 DRAINAGE EASEMENT 441,4 °°° 4 d p AND UTILITY EASEMENT ° ° a ee ° 4 IN FAVOR OF CHURCH OF ° ° e e 44° a� THE LIVING GOD I e 4 4 4 4 4 ° AREA= 0.17 ACRE e 4 ° ° ° 4 4 4 OR 7250 SO. FT, 4q °qa4 4,444p4 41,4" �a44p4p 4,a' 444 444, 1 25' F.Y. 44 4 4 44 . "" 4g44°4 444 J 4G4 q 4444 444444°44 102.58' e 444° 444 4 44° S68'45'02"E + d CH O M oN IWX4 SM/ ROAD SIGN 10' S.Y. EXISTING IRON PIN IROINnPIG 109.05' '�r� 564 7 59 4 q RONEXI-MP N` "��-- --000 . r n S68'41 26 E N65 56 4.i W 03'412- ----- - i9"�" 92," a ° 70 �"...." ^-- -•.. ~^ EXISTING EXISTING"'"---•.., _ ~`""""�� .� IRON DRAINAGE EASEMENT 1 IN FAVOR OF CHURCH ___. OF THE LIVING GOD = a p AREA=200 SQ. FT. EXISTING _ ""• •...-----•...,,..253.38' .,..."__--- N DRAINAGE EASEMENT DRAINAGE EASEMENTIN _ = S62'04'21'�--•�.,'+ FAVOR OF GOD THE LIVING G00 CHURCH OF IN FAVOR OF CHURCH OF DRAINAGE EASEMENT THE °'� •.�. AREA LIVING SQ. FT. =% FA:VOR�F &9URCh OF UTILITY EASEMENT IN FAVOR N\F AREA=100 SQ. FT. THE LIVING GOD z _ OF THE CHURCH OF THE GATEWAY PLAZA, LLC aF A=100 SQ. FT. y - o- _ EXISTIK LIVING GOD DEMING STREET (ROUTE 30) LEGEND 0 EXISTING IRON PIN a EXISTING MONUMENT OD EX. DUMPSTER PAD PROPOSED RETAINING WALL --- EXISTING PROPERTY LINE li x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 10-29-04 GEN. REV./EUM. AVERY DRIVE KMI 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. THIS SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON. 3. PROPERTY IS IN ZONE RR (SOUTH WINDSOR) AND ZONE RA (MANCHESTER). 4. PROPERTY IS ENTIRELY IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD AS .SHOWN ON FLOOD INSURANCE RATE MAPS 1) TOWN OF SOUTH WINDSOR PANEL NUMBER 090036 0011 D MAP REVISED FEBRUARY 23, 2001 AND 2) TOWN OF MANCHESTER PANEL NUMBER 090031 0002D MAP REVISED MAY 2, 1991. 5. HORIZONTAL DATIJIM NAD 83. 6. TOTAL PARCEL AREA = 456,399 S.F. = 10.4 f AC. APPROVED PLANNING AND ZONING COMMISSION MANCHESTER, CONN. DATE: SIGNED: GRAPHIC SCALE 40 0 20 40 so ( IN FM i inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 esign rofe4sionals, ine. i civil engineer:. planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 MAP REFERENCES: 1) PROPERTY LINE PLAN GATEWAY PLAZA, LLC DEMING STREET SCALE:1"=40' DATE: JANUARY 5, 2001 VANASSE HANGEN BRUSTLIN, INC. 2) INDEPENDENT RESURVEY CHURCH OF THE LIVING GOD 199 DEMING STREET SOUTH WINDSOR\MANCHESTER, CONNECTICUT SCALE:1 "=40' DATE: JAN. 20, 1995 DESIGN PROFESSIONALS, INC. 3) PROPERTY OF JOHN N. LOMBARDO 199 DEMING STREET MANCHESTER, CONN. SCALE:1"=40' DATE: JUNE 28, 1955 HAYDEN L. GRISWOLD C.E. 4) CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF MANCHESTER FROM DEMING STREET EASTERLY TO THE VERNON TOWN LINE SCALE: 1 "=80' DATE: AUGUST 15, 1991 5) PLOT PLAN AVERY ESTATES PREPARED FOR CANDLEWOOD HOMES, INC. 106-114 AVERY STREET MANCHESTER, CT. SCALE:1"=40' DATE: JAN. 19,1988 6) MAP OF DEMING STREET MANCHESTER CONN. DEC 1929 SCALE: 1 "=40' J. FRANK BOWEN ENGINEER 7) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRED FROM WALTER H. DELISLE THE STATE OF CONNECTICUT SCALE:1"=40' AUG 1973 8) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRING FROM DAVID PISETSKY THE STATE OF CONNECTICUT SCALE: 1"=40' MARCH 1975 . 9) MAP SHOWING LAND ACQUIRED FROM JOHN & MARY LOMBARDO BY THE TOWN OF MANCHESTER DATE JUNE 1988 10) MAP SHOWING LAND ACQUIRED FROM DANIEL R. PISETSKY BY OWNER APPLICANT: TOWN OF MANCHESTER DATE JUNE 1088 - DESIGN.- KM/ DRAWN.• RAM I CHECKED.• ✓0B NO.: 449 1DH 7F• 7/3%4 DRAWING NO.: server/iobs/449/449-3. dI CHURCH OF THE LIVING GOD 199 DEMING STREET MANCHESTER, C-1- 06040 TEL. (860) 648--0520 PREPARED FOR: Church of the L.i vin God n99 Deming Street South Wb$ &olr/Man c h'sste r, Conmecticuat SHEET 3, 1$ . r i / NOTES: 1. ALL MONUMENTA71ON FOUND OR SET IS DEPICTED HEREON. 2. THIS SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON. / 3. PROPERTY IS IN ZONE RR (SOUTH WINDSOR) AND ZONE RA (MANCHESTER). N\F / 4. PROPERTY IS ENTIRELY IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE WALTER G. & EVELYN L. FOSTER 500-YEAR FLOOD AS SHOWN ON FLOOD INSURANCE RATE MAPS 1) TOWN OF SOUTH WINDSOR PANEL NUMBER 090036 0011 D MAP REVISED FEBRUARY 23, 2001 AND RIP -RAP DITCH 8 / 2) TOWN OF MANCHESTER PANEL NUMBER 090031 0002D MAP REVISED MAY 2, 1991. 5. HORIZONTAL DATUM NAD 83. \ z4s S�P��?5 \ yy5 5 P� l 5 �P� ,15 / \.A 6. TOTAL PARCEL AREA = 456,399 S.F. 435.44' �24p_ -- '2a2\ ?44\ A \ �.. \ ' Z�� 25 ?SOS �oP'22 2� OF'h� 3' P•2k �25 F2- / o/ �tyP\� g ate/ S� F '23s -z38 AA' N66'14'32"W (,A 6p� 9 0p6 gp(. \ \ T p�.2k �2_I ry� 15 h6 2 OVR = 10.4 f AC. �- 7. ND SOILS, AND LOCA i �D o 250• /� �p�('•2°ck? % P'(�R � 8�2s � ` BY ' HIGHLAND S '�r� \N\F BY DESIGN PROFESSIONALS INC. _ _ _ -_- --2J4_ -- _ zo _ - �N R�� q� EILEEN NI: \COLLETTi -------230- 232- - _ \ \ _ '� ✓ " r.... \ Ci .2 1 Ism 50' R. Y. TRANS PAD - - - - - - - - _ - - \ \ \ \ \ ` / 50' Oau u-. _ Y. Y.D. \` Q TF= 76; =219.06 TFL F 222.22' � 5. \ I / C.B. 18.9T 2 \ \ / -- \ \ �rl K-22 OV i' - \ @1 2 FL=217. 4' IN) \ \ \ P 9• \ 2 \ ` \ `.FL 21'610 DUTY �I _I 1I { I y 4 _ \ N\F 110i Y•u \ eon' \ \ \ Qcs'� 2 1 /THOMAS G. THIFFAULT GAS SERNCE TF=22 93' \ \ \ \ \ \ \ �- FL- 219 3' OU7 5 ao, \ -` \ C N-CRRETE WALK OCj \ \ \ \ / / / V \ \ \ kprtc. wq+x II X X BUFFER l l i I HVAC PADS 1 ` �L AC PAD \ r 1 ` ` \ \ i T D 2.22.,O--r' l L ® (T,P.) �\ / ��- ---- 1 I 4 1 _ 2 2 FL=221.40' IN 1 \ `` P� .1 24¢ 0 l I FL=221.30 OUT) } } 4 / / � �� f T 215.29 - i+� iii:2s �ouT �I ; I PROPOSED ADDITION 1 1 } \ \ ++ 3 1 \ 1200 SEAT SANCTUARY ^ - - -,1 1 1 1 23 PCB-2 \ \ \ \ 2�2 / 24 03 nI >, EXISTING BUILDING \ \ \ \ \� �\ / / ,� \\ 2A zl m, I SANCTUARY F.F. ELEV•=217.75' \ \ \ \ \ FF: 217.75 r I \\\\\\ N F JRiAN & LYNN ROSE� \ 3 IlL cV 1 110 .t 6" FTG. DRAIN + 1 _ _ _ / 1-1 rj. \?j •� - - i �. } } 1 PCB 5- 1 + III -�---Ty --�-1- -}-- -�---- j 2 / \ ? / JT"CE WQ AD.i�.N - \ 8'PvC\/ AN\F t \ INV=203.60 1:/\`I} �5' \ 3e� / Ck 11 CONCRETE WALK PORTERS SHARE s. 211.23' \� - - e \ �1- �` 1I I zs -�- --` �j a \ 2 \ \�z�rs�\ ���� ,/ \� ��r 03.4.315" \ \ } f I i Z S 1 1 - \ \ i \ 59 + r 11 q L 203.53' 110"1 \ i \ \ } 1 t } P -6 PCB-3 I's I t J 8' CONC. W (TYP.) 4 J 3 N\F ' - "' 2 2 2 3• EDWARD M. CZARNOTA II II .B. " LEGENia _ - 6 M L O EXISTING IRON PIN1 t F=209.60; �'� - \ o EXISTING MONUMENT t i it L=203.07 IN) �+ \ 1 1, L=202.87 �ouT) EXISTING \�� I�PCB-A \I } ` } }} / P-DMH-3 \ \ t 1 \ \ \ �23D- _ / / \ / 23 -- 30� o EXISTING UTILITY POLE t t t, 1j1 i+� EXISTING CATCH BASIN AND PIPE PCB-7 D PIPE 4` PROPOSED STORM MANHOLE -2 !-tJ �II EXISTING SANITARY MANHOLE AND PIPE + + t t { { ' Ii (� 11 , \ ` / \ C�1 S 2ND GARAGE7 R 22 191 ' 00I� \ �� \ k 1 \ AP• EXISTING WATER MAIN AND HYDRANT U1HT LE ,1 3 T• - F - FOUNDATION DRAIN i \ \t TvD\ I DUMPSTER PAD I Il/FI2 STORY FRAME EXISTING CONTOUR R CO15'-CnD-PROPOSED 1 CONTOUR 2 ACCMP \ / ` 1 -� / N\F X6L9s EXISTING SPOT GRADE 21 . , D 1 - - 2 �ry� 1 SEBASTIAN A. RESTUCCI ® PROPOSED SPOT GRADE ` 1 20" . PROPOSED RETAINING WALL wsT,ut 100 6• PE7tF PIPE \ \ 1 i { i ( b WRAPPt p t FR.1ER FABRIC MAPLE +t tl It t,, CA-207 90' I I I I� TF=209.85' I I \ 7s �' ( 111 = 06.5 (OUT) I 14� 1 SEE DETN 1 _ 1 ` 12 \ / q I C.B. IN \ ^^ "^ EXISTING TREEUNE t 1 tt FL-202 90 i !� FL=201.75 �^j1� 6 ` �2" - / / �^••� EXISTING PROPERTY LINE i -DMH-1 10 \ 24" MAP f +»+�+� INLAND WETLANDS t _ _ N / + d26g t Poel, 5+ gal \ 44 l O it I �`' 109.0 ..�. $� 0 ' � c s 7 ' ��I`�p I I -z14-8 4126'E_ ` + - - S6407 5g - - - _ ` ` �318.,., -- - ?0 Ste, / - 224 cL& 5ss2 6'43"W �223 2z - 5\ .... 2 TFFL� 199.40 \�I TF=208.81 \c'i0 ti� -`� \ l _ r�7s- n '' \ - - - - - - - - - - ' / ` ' 216- p --M ---- �_ 20., + fifi t ++ FL=198.66' \ - - %- J - o 0 0 - - - - - - - - - - R ��V v v�HE T \ f1_200.99' I� 5 A - - �' ,3� E - - - _ - = C] o - _ _ _ _ _ `214 _ - .__� - - / \ _� 3 10 S.Y. �. OW'- SNET } \ FL-20D.99' ) Ds 1 +I - = I 6 i2 - - - - - - _ _ _ C O '29 ip 4504 / o� :, - i�-''� '. S � G WALL - - 90 S - _ \L- - = �- ®� 8 i DBL_i CB ' Dr�217,�olED) RET - _ - - `Ta14 - - --- - - - - - - - - - - - - - 1 T.F.-211 53 __ " - - - -- -- -_t r"` _ 20'ir J - - �` «-_ - t ` �15"ADS - "�' -� l - 24" ADS OUT INV(24'N):204.03* 24" ADS IN DBE. CL CB ` ` \ - -- 10' Y \ - - / ^ ` - ^ ` �tV tl I \ - - - - l i INV.=206.8' *TAKENI1=ROM AS -BUILT; `' `T. 212�9' _ ^�•�.,.»,-220-- �""' Ca>9 ` 1 C.B. TO BE ITIEL02 VERIFIED INV.=206.9' 24" ADS OUT \ \ ✓- -- ` -- ° ° e `.'" ,- �.'-""` - - N Id \ - 207.96' - - 24" ADS OUT .�.,.2J l _ - = = 1 • I - I1 o INV.=207.5' DFWNA ciR _ A��_ - - - ° 21 \ / ` `-^.-^- r DRAINAGE PI T F ° t 8� - / ✓ '&T) . -� �� _ " o wv.=2os.s' Une Segment b`ize Leftth =zope�- rYee - " ~ "- """-'rLF�� � I \ J } _S62'O�q ---�._ I fL= turc T.F. Dev. Invert I FL=199.0E 0 24.64 56 57 E w N �pP 3 O� 227.80 z21as (12" IN cB2) CBt CB2 12" 95, 8.6% ADS - - 2 2tsso 211.00 (V IN FD) - 213 2S (15" OUT C83) C82-CB3 15" 85' 0.5" ADS - -= FL 40W=203.2 F,N ` i I I� 11 • , ' , / " - - - / 1`�y g w 00� �g9 2119g 0 N\F 213 50 (12" IN CBI) C73-BAYSAVER 15' 90' O.Sx ADS _ 100.29' (100 DEED) `` `` t i i _ _ UTILITY EASEMEN Og1� 6 GATEWAY PLAZA, LLC- �0 ��• 216.50 212.85 (i5 IN C82) s - J ' U FAVOR OF THE 2 O� P 2 2 p » C84-CBS 16" 55, 1.8% ADS CL CB I l / + / . ' . - . CHURCH OF THE 00' C84 21890 215.b0 (15 OUT C85) C86-C87 15" 72' 1.0X ADS (MATCH EXISTING} i75" ADS OUT S69'32'31 "E 1 „ . 2 css-css 15" 45' 1.1x ADS = + _ It 1 I �� 1+ // /� / /' i ' _ • . \ \�� \ LIVING G00 n g0 CBS 217.85 21450 (15") C87-C612 15" 175' 3.4% ADS NORTHERN CBS 217.65 214.OD (15'j CB7 217.50 213.25 (i5') CB8-CB9 IV 55' 1.0% ADS , BOUNDARY lfvj� 224 CBS 225.75 22250 15" CB9-CBlO 15" 5S' 1.OX ADS 3.5 HT. RET. WALL LINE PVM ( )CB10-C811 15' 45' 1.3% �STO BE DESIGNED BY OTHERS C89 228.50 221.40 15»CB11-CB12 15, 75' 1.5% ADS ) CB70 228.50 221.40 (15� ELEV. 220,0 CB11 229,55 220.80 (15) 1, 2:1 C812 225.25 219.35 (IS-) C814--CS12 15" 112' 19% ADS DEPTH t 1 Iyt r,, r r! t t+ 1 5 t \ 220 �3 231.LJ 227.75 ((IV) C813-CS14 15" 75, 5.3% ADS (3:1) APPROVED N\F i I 1 I ', C81C814 227.00 223.75 (le) DMH3-C815 247 41V 2.89X ADS t r t r t - DMH-SAYSA IV 15, 5.6% RCP PLANNING AND ZONING CLAYTON L. & ! � � / � r !, !r , !r r � � " - � � ,` j +' + � POMH-1 216.00 209.0o CBI-SAYSAVER 15" ts' S.sx RCP WIDTH 4 3' 3 VARIES MARILYN G. > > PDMH-2 217.50 209.35 A NER N\F \ 2.5:1 DMH2-DMHt 30" 88' 0.5% RCP t ' i r I r rl r r 5 + ' +t t' + PDMH-3 07.85 210.15 (247 COMMISSION ! ! r ! 21s OMH1-DBO 24" ,o' ,o.oX RCP MANCHESTER CONN. VANESSA & ARCANGELO r t P N• MAX. WATER zo9s5 (307 GRADE TO DRAIN • o t r r t ! r t t t t w 215.4 ELEV : 214.4 PCB -A 216.00 211.75 BAYSAVER-FE 15" 12, 20.OX RCP EASTERLY D ALESSANDRO ` r t r r rr 1 r 00 PCB-8 213.80 207-W* EX CB-PCB-C IV 3' 8.3% ADS 71 a r r !! I , t + Y' PC8-C 23t3.75 210.50(l V) NORTHERN DATE: 192so N 1 ct � TOP: 213.0 .. APPROX. * DBO 214.40 210.00 (V IN) BOUNDARY 212.75 I ! I t t N ( ) 212 210.00 (2e TOUT) UNE 7t 3 (,3':1) (3 :1) eAYSAVER(3K) 21s.0o 2t24o (15" IN) SIGNED: 1 \ " r r ! I t t ' + EX. CS REPLACE TOP NEW INV. 210.25 (i5" IN) PCB-D TFRD9D4 I ` r r !I !t t\ , + �'t t+ Z I „ 0 W/DMH (MATCH EXISTING) (2:1) I ` 12 CLAY (AS NEEDED) TO PRE T SEEPAGE FE - 210.00 (1s7 - ----- --- / IFL= 191.4 i� t ! , tit + Q 208 w INSTALL 6" CURTAIN DRAIN; " MAP REFERENCES: �� ' r t /� CONNECT 1 TO P-DMH- 3.5' HT. RET. WALL 6 CURB! ! r ! TO BE DESIGNED BY OTHERS 1) PROPERTY UNE PLAN GATEWAY PLAZA, LLC DEMING STREET cn \ \ ijrr ' rr 24"ADS -H (2.1) PVMT. 3' WIDTH VARIES SCALE:1"=40' DATE JANUARY 5, 2001 VANASSE HANGEN BRUSTUN, INC. XPYD-I 9 ! "st / b • \\ 5"AO 1 ' r ! F.E. FL=189.79' 204 I. GRADE TO DRAiN 2 INDEPENDENT RESURVEY CHURCH OF THE LIVING GOD 199 DEMING STREET / 456�_ �� a J� t t I 0 APPROX. DEPTH WESTERLY ) »- d. 2Q 1995 i 1 t� I Ii 1 Z I nr pnru*\ I (3:1) CROSS-SECTION B-B SOUTH YANDSOR�MANCHESTER, CONNECTICUT SCALE:1 =40 DATE: Y wv TIERED RETAINING WALL(S) DEr-iGN PKVi-tSSiUNALS, INC. / 3 1CFB 1�4.38' I t IIt+C�@- S\SED. STRUCTURE) _ 1=1+94)10 14 f vv 3' FL=t55555o.sa' ((tN , �' TF �1s4.32' O F`L=187F94 w N. T. S 3) PROPERTY OF JOHN N. LOMBARDO 199 DEMING STREET MANCHESTER, CONN. =1 0.81 (bU \ \FL-18 .$0' 24') , , / % / o , FL=� 0.27= 15- - - 2� -F.Yr r \ I / 200 VARIES X11SCALE:1"=40' DATE JUNE 28, 1955 HAYDEN L. GRISWOLD C.E. z �\ _ _ _ _ _ ' �,4'ADs BOT:199.Ot EASTERN 4) CONNECTiCUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP _7L- - - - - < CROSS SECTION D-D GRADE TO DRAIN BOUNDARY E�Y TOWN OF MANCHESTER FROM DEMING STREET EASTERLY TO THE VERNON TOWN UNE 1`) i t _ ' - - - - - - --STORM_4ANHOjLE x 111.24 R10 1 �i=issss' a DETENTION BASIN N.T.S. SLY SCALE: 1"=80' DATE: AUGUST 15, 1991 c.s. °DEPTHS TO WATER AND ROCK TAKEN FROM PRELIMINARY DEPTM 5) PLOT PLAN AVERY ESTATES PREPARED FOR CANDLEWOOD HOMES, INC. " "E + S68'45'02"E �---- S69'2256 E 19a / ^ �EH SNET �(3027� GEOTECHNICAL REPORT 106-114 AVERY STREET MANCHESTER, CT. SC;ALE:1"=40' DATE: JAN. 19,1988 / sNET 3026 ,Dx+ s1G11 _� _ PREPARED BY DELTA ENVIRONMENTAL SERVICES, INC. (3:1) (2:1) s" CURB ( 6) MAP OF DEMING STREET MANCHESTER CONN. DEC 1929 SCALE: 1*-40' ROAD SIGN TF=193.06' I II SFMHaa��, FL=186.83 (nATFD iIINF 9_ 1997) r� ( J. FRANK BOWEN ENGINEER FL=183.90 // G•v \`" J_ ' (2:1 �3' 26'--'� PVMT (3;1) 3:1) (3:1) (3:1) , (MATCH EXISTING) 7) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRED FROM WALTER H. DEUSLE OWNER/APPLICANT: SANIT. SEWER Q G.v. 8" CLDIP WATER MAIN SLOPE THE STATE OF CONNECTiCUT SCALE:1 -40 AUG 1973 CHURCH OF THE LIVING GOD ~DEMIf�� STREET (ROUTE J7Q) 6" CURB VARIES 8) TOWN OF MANC; .STER MAP SHOWING LAND ACQUIRING FROM DAVID PISETSKY 1 EMING STREET MANCHESTER, CT 06040 / TEL. (860) 648-0520 PVMT. 6' CROSS SECTION A -•A TIERED RETAINING WALL(S) 1 T f•. THE STATE OF CONNECTICUT SCALE:1 =40 MARCH 1975 9) MAP SHOWING LAND ACQUIRED FROM JOHN & MARY LOMBARDO CROSS-SECTION C-C (5' MIN.) BY THE TOWN OF MANCHESTER DATE JUNE 1988 8 DRAINAGE SWALE 10) MAP SHOWING LAND ACQUIRED FROM DANIEL R. PISETSKY BY \1 r _ TAWW nr uAM1%f4reTr0 r1ATr .IIIAIr 10aa {x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT DEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONFORMS RI ADOPTED CU THE CLASS A -UT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RiCHARD P. MARTEL LTC. No. GRAPHIC SCALE 40 0 20 40 8iiiiiiiiio 1 \ . 1 • V ■ Tel. 860 291 8755 ® . Fax 860 • 291 • 8757 esi n roes � n s o a s inc. i �I ■ civil engineers • planners surveyOrS landscape architects » gis • gps 16°i South Satellite Road, South Windsor, Connecticut 06074 f � • I . V p e e 4QP©4:; Gk P( C� P - - PREPARED FOR: Gh urch of the LI v112g God o �,`��} I�emnffig e�tIpC�c�1� mt� rn� South +Yty l�lm&wr' avu.aacheater, co>z ecticut SHEET 4 IN FE)rT' ( ) 1 inch = 40 ft DESIGN. • KM/ DRAWN.• RAM CHECKED.• GBS/RP 1 9/20/04 TOWN COMMENTS MHA JOB NO-: 449 DATE 7/3%4 NO. DATE DESCRIPTION BY DRAWNG NO.: server Ob,9449 449-4. dnv RIP —RAP DITCH EXIST. STONE WALL \ \ \ _242\ \2�u\ \ \ . • . - . ;fss • • • , ' -2sa �� k°c A \ h \ 8 `� \ \ 9 6 : _;;.;;:a; ;..••...;.;,•;.•,•,.-6 -:......_•-.�....,... ` 25p 5 $ -�`I' -' -. \ � 25 - -- - — — — 4 —232- - _ _ _ \ \ \ \ �(�� \'.. qm �` •• I ! I l� 1 i I I I i I I l i I I I ` 7" i �� - � I I I I I Ij I I I I I i I I I I% I i 1 I �_ - .,, .......—...—•- -- -� _- '' - , P =- t �0 I - CONCRETE WALK i 1 / CONC. tYAUC�� I))� ^ �L J! � �L � ( I I I . i- \ — \ -- •.\ 1 ' / \\ ,\ 1\ 1\ \ L` \ \ \ - +' \ / � ( � \ i' t.i� r \ � -4•"r- �'_ Y it J L� L ®r Ls ® \`�f `� — —� } I I II \ _ \\ pGB� 244 i! / O �O Q 22 �CJ84 CB-2 W2ko r \ I — — — CONCRETE WALK t � �._ — �_--\ \�..._.._1_\z3 P -6 \ _ 8' CONC. W K (TYP.) \ _ \ -DMH-3 " - 3 PCB-7 _ ,l 'tj n I I I I I I I I I n �� I{ I I I I I I I^ I\ f` ,I I I I i I I I 1 1 P- - 2 4 Nowf �- 4 I �� -�- ! Ip� '2 I I I i I I 1 I l e I �,R� I l i �°'° .•'' >, �� 4—I + H 41+ \ \O 1 I I 1 - \ 6S GARAGE 1 � � �1. � _ .-'_ �.. _ / Cg�1� 2 2NAPTTOR \.... 4 / / / \ \ t� 3 ~ r..�.a ..,_.I 21 zz7_ .�_ �-----._2 STORY FRAME I CON . / ' r" arm L8 1__ l \ I ___I— I 1—I \ I -1 1 1 1 I tXt a2,6t $`t 1I { I I I I I I f \I I I i •- \ . ----- ---- ', ' t t t 5 \ �=M .P.—�I —214— — _ — — — -- — — — — \ -- — — — -+�- ... i ■i / \ _� \ / ----• =err. �c2 / �/ 2 �! L�j 1 �216- - b �.�t1t `� "` '" ^---- "222!21/ --- - - - - -- _ - _ CONSTRUCTION SEQUENCE: - - - - - 1 1) COORDINATE ALL WORK WITH TOWN OF SOUTH WINDSOR AND TOWN OF MANCHESTER STAFF. 2) INSTAI_I- TRFF PRnTFCTInN FOR TRFFS TO RF SAVED. 3) INSTALL EROSION CONTROL MEASURES. CONTACT TOWN FOR INSPECTION. 4) LOCATE ALL EXISTING UTILITIES AND TAKE NECESSARY MEASURES TO INSURE ADEQUATE PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. NOTES: 5) CLEAR AND GRUB DETENTION BASIN AND DRAINAGE SWALES. STRIP TOPSOIL, EXCAVATE AND GRADE. INSTALL TOPSOIL, 1. ALL MOH' MENTATION FOUND OR SLIT IS DEPICTED HEREON. SEED AND STABILIZE. THE DRAINAGE SWALES SHALL BE STABILIZED PRIOR TO ANY DISCHARGE OF SURFACE WATER. 19 MAINTAI ) N ALL EXISTING EROSION CONTROLS THROUGHOUT THE CONSTRUCTION PROCESS, AND ADD 2. THIS SURVEY IS DEPENDENT ON THE MAPS REFERENCED HEREON. 6) INSTALL BERMS AND OUTLET PIPES FOR TEMPORARY SILTATION BASINS. ADDITIONAL MEASURES AS CONDITIONS WARRANT. 3. PROPERTY IS IN ZONE RR (SOUTH WINDSOR) AND ZONE RA (MANCHESTER). 4. PROPERTY IS ENTIRELY IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD AS SHOWN ON FLOOD INSURANCE RATE MAPS 7) START STRIPPING OF SITE TOPSOIL. CREATE TEMPORARY SWALES TO DIVERT RUNOFF FROM DISTURBED ARE TO TEMPOIRARY 20) INSTALL LANDSCAPE PLANTS. 1 TOWN OF SOUTH WINDSOR PANEL NUMBER SILTATION BASINS. SWALES TO BE CREATED BY EITHER EXCAVATION OR CREATION OF BERMS OR A COMBINATION OF BOTH. 21 ) FINAL CLEANING OF EROSION AND SEDIMENTATION CONTROLS AND STORM DRAIN STRUCTURES. FEBRUARY 23, 2001 AND F) 09 00.6 0011 D MAP REVISED EXCESS TOPSOIL SHALL BE REMOVED FROM SITE. 2) TOWN OF MANCHESTER PANEL NUMBER 090031 0002D MAP REVISED ' t ' , 22) REMOVED TREE PROTECTION AND TEMPORARY EROSION AND SEDIMENTATION CONTROLS. MAY 2, 1991. PCB—D t ' ' r ' ' , , 8) THROUGHOUT THE CONSTRUCTION PROCESS ALL WORK IS TO PROGRESS FROM NORTH TO SOUTH, INCLUDING TOPSOIL 5. HORIZONTAL DATUM NAD 83. REMOVAL, EXCAVATION AND BLASTING IN THE PARKING LOT AREA. TOPSOIL BERMS AND EXCAVATED SWALES TO BE USED FOR 6. TOTAL PARCEL AREA = 456,399 S.F. THE CONTROL OF STORMWATER RUNOFF. THESE BERMS AND SWALES WILL BE TEMPORARY IN NATURE AND WILL NEED TO BE = 10.4 f AC. ESTABLISHED MAINTAINED, MOVED, AND REMOVED AT MULTIPLE LOCATIONS THROUGHOUT THE SITE AS CONSTRUCTION CONDITIONS WARRANT. � f . MAP REFERENCES: PYD-1 r r' 9) CLEAR AND GRUB DRIVEWAY AREAS. STRIP TOPSOIL AND STOCKPILE. ENCIRCLE TOPSOIL STOCKPILES WITH SILT FENCE. 1) PROPERTY LINE PLAN GATEWAY PLAZA, LLC DEMING STREET EXCESS TOPSOIL AND SHALL BE REMOVED FROM SITE. SCALE:1 =40 DATE: JANUARY 5, 2001 VANASSE HANGEN BRUSTLIN, INC. 10 BEG Co UNDERGROUND UTILITIES. EROSION �y ) IN CONSTRUCTION OF UNDERGRO CONTROL NOTES. 2) INDEPENDENT RESURVEY CHURCH OF THE LIVING GOD 199 DEMING STREET 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL SOUTH WIN DSOR\M ANCH ESTER, CONNECTICUT SCALE:1 "=40' DATE: JAN. 20, 1995 - - 11) AS DRAINAGE STRUCTURES ARE COMPLETED AND DRIVEWAY/PARKING ARE GRADED TO FINAL SUBGRADE ELEVATIONS, EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. DESIGN PROFESSIONALS, INC. / Z / - INSTALL TEMPORARY SEDIMENT BASINS AT THE CATCH BASINS AND DIVERT SURFACE FLOW TO THESE BASINS. X L , 19a9 - - - - - _ - - - _ _ _ 2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 12) INSTALL BASE AND COMPACT. 3) PROPERTY OF JOHN N. LOMBARDO 199 DEMING STREET MANCHESTER, CONN. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. SCALE:1"=40' DATE: JUNE 28, 1955 HAYDEN L. GRISWOLD C.E. J 13) LOAM AND SEED DISTURBED ARE TO GROW AS SOON AS PRACTICAL DURING THE CONSTRUCTION PROCESS. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES H DEPICTED ON TIaF PI AMQ •rule mccor1AIMQIt IN t�t.•t I tt,t-� 1A,f), 1- .,T.�,,,., ...., 4) CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP 10'Y4 SIGN .' - I-' .,,SISILI 1 1 IIw�VDC ImrLEMEN A -IION AS WELL AS MAIN ItNANCE. ANY TOWN OF MANCHESTER FROM DE" 7ING TR ROAD SIGN �"' • " " " •""• PROCEED AS FOLLOWS•/Z i DEMiNG STREET /l t A f A t f- (-1 I A 1--1 Pl I I /1 A I. 1 T CHURCH OF THE LIVING GOD 199 DEMING STREET MANCHESTER, CT 06040 TEL. (860) 648-0520 n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AV' ILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN T'-IE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. APPROVED PLANNING AND ZONING vvmm1aa1vn MANCHESTER, CONN. DATE: SIGNED: REVISIONS 1 10-29-04 GEN. REV./ELIM. AVERY ENTR. KMI NO. DATE DESCRIPTION BY 14) BEGIN CONSTRUCTION OF BUILDING. WORK TO PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL SCALE: 1"=80' DATE: AUGUST 15, 1991 EET EASTERLY TO Inc VERNON TOWN LINE a) STRIP TOPSOIL, USE SILT FENCING TO CONTROL RUNOFF FROM BUILDING. TOWN AGENCY. b) GRADE ARE, INSTALL FILL AS REQUIRED, INSTALL FOUNDATION, AND GRADE TO DRIVEWAY SUB -GRADE. 5. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS PLOT PLAN AVERY ESTATES PREPARED FOR CANDLEWOOD HOMES, INC. c) INSTALL UTILITIES. 6. REQUIRED DURING CONSTRUCTION. 5) d) LOAM AND SEER SIDE SLOPES AND DISTURBED AREAS A SOON AS PRACTICAL DURING THE CONSTRUCTION PROCESS. 6. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, 106-114 AVERY STREET MANCHESTER, CT. SCALE:1"==40' DATE: JAN. 19,1988 WHEREVER POSSIBLE. e) CONSTRUCT BUILDING. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH 6) MAP OF DEMING STREET MANCHESTER CONN. DEC 1929 SCALE: 1"=40' f) INSTALL PAVEMENT FOR DRIVEWAY, CONCRETE WALKS, ETC. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY J. FRANK BOWEN ENGINEER 15) ANY CATCH BASINS USED TO TRANSPORT STORMWATER SHALL BE SUITABLY PROTECTED WITH APPROPRIATE EROSION OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. CONTROL MEASURES. 9. HAY BALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 7) TOWN OF MANCHESTER MAP SHOWING LAND ACQUIRED FROM WALTER H. DELiSLE THE STATE OF (',0NNE(­I'ICt1T SCAT E;1 -a.0 AIVIZ 1973 16) ALL SLOES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4 INCHES OF TOPSOIL APPLIED. 10. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY 8) TOWN OF MANCHESTER MAP '.SHOWING LAND ACQUIRING FROM DAVID PISETSKY THE ARE SHALL THEN BE SEEDED OR SODDEN, FERTILIZED, MULCHED, WATERED, AND MAINTAINED UNTIL HARDY GRASS RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE THE STATE OF CONNEC11CUT SCALE:1"=40' MARCH 1975 GROWTH IS ESTABLISHED IN ALL AREAS. ALL EARTHEN AREAS WILL BE GRASSED EXCEPT AS SHOWN ON THE LANDSCAPING FOLLOWING RECOMMENDED APPLICATION RATES: PLAN. RATE: MULCH: RA HAY H: STRAW 90# / ATE: S.F. 9) MAP SHOWING LAND ACQUIRED FROM JOHN & MARY LOMBARDO 17) REESTABLISH ALL NON -VEGETATED AREAS IN ACCORDANCE WITH PERMANENT EROSION CONTROL REQUIREMENTS. BY THE TOWN OF MANCHESTER DATE JUNE 1988 TEMPORARY SEEDING: RATE: 18) THE FIRST COURSE OF PAVEMENT TO BE INSTALLED AS EARLY AS POSSIBLE DURING THE CONSTRUCTION PROCESS. PERENNIAL RYEGRASS 1.0# / 1000 S.F. 10) MAP SHOWING LAND ACQUIRED FROM DANIEL R. PISETSKY BY TOWN OF MANCHESTER DATE JUNE 1988 i Tel. 860 291 8755 o PREPARED FOR: SHEET GRAPHIC SCALE , Fax 860.291.8757 `�VLL�c,,[V�1 llllWW �ijj [i-� LVJ�j�J 40 24 '° 80Sign ER0890H CONTROL PLAN Church of the Living God 01rofessionals, Inc.5 nv ter) o 11 DESIGN: KM/ DRAWN.• RAM CHECKED.• GBS/RP R99 Deming Street i inch = 40 fL �� civil engineers •planners surveyors landscape architects • gis • gps ✓OB No.: 449 DATE 07-30-04 6 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/449/449-5. dwa South Wim&or/Manchester, commecticut � GENERAL NOTFS: 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE TOWN OF MANCHESTER "PUBLIC IMPROVEMENT STANDARDS" DATED APRIL, 1997 WITH LATEST REVISIONS. 2. PRE CONSTRUCTION MEETING; PRIOR TO START OF ANY ACTIVITY THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A MEETING WITH THE REPRESENTATIVES OF THE ENGINEERING. WATER AND SANITARY SEWER DIVISIONS, AND TREE WARDEN. 3. BEFORE ANY EXCAVATION WORK CAN BEGIN, THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG": 1-800-922-4455. AND HAVE MARKED OUT IN THE FIELD ALL EXISTING UTILITIES WITHIN THE PROJECT AREA. NO PERMIT WILL BE ACCEPTED WITHOUT THE C.S.Y.D. ASSIGNED NUMBER. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5 FIELD CHAIIRCC CUAI1 LlA nnlnn Lvw LL nrlvc PRIOR APPROVAL OF THE TOWN OF MANCHESTER AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON GBEeNtAL- R4A© WHERE NECESSARY TO PREVENT DUST BUILD UP. 11. NO EXCAVATION WITHIN EXISTING TOWN ROADS SHALL BE ALLOWED DURING THE PERIOD FROM NOVEMBER 1 TO APRIL 1 WITHOUT THE WRITTEN AUTHORIZATION FROM THE DIRECTOR OF PUBLIC WORKS OR HIS/HER DESIGNATED REPRESENTATIVE. 12. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND; PLAN VIEW 0 NOTES: 1. ALL EXTERIOR WALLS OF CATCH , BASIN WILL BE FACED, PAINTED o AND GROUTED WITH CEMENT. I N 2. LADDER RUNGS SHALL BE PRO- VIDEO IN CATCH BASIN WEREHEIGHT OF STRUCTURE EXCEEDS 8 FEET. w 3. IN SANDY SOILS APPLY DAMP- it PROOFING ON ALL FOUR WALLS. j 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST w = 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ro ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- CONSTRUCMON NOTES 1. A PRECONSTRUCTION MEETING WITH THE ENGINEERING DEPARTMENT AND WATER AND SEWER DEPARTMENT IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS u\IVAiYVI\VlCONSTRUCTION ACTIVITY. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE FROM THE BEST AVAILABLE SOURCES. SUCH INFORMATION IS FURNISHED ONLY FOR THE INFORMATION OF THE CONTRACTOR AND IS NOT GUARANTEED. 4. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTON ACTILnrY 5. LOCATION OF ALL PROPOSED UNDERGROUND UTILITIES (I.E. GAS, TELEPHONE, CABLE TV, ELECTRIC, ETC.) SHALL BE APPROVED BY THE WATER AND SEWER DEPARTMENT PRIOR TO CONSTRUCTION. 6. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE TOWN OF MANCHESTER "PUBLIC IMPROVEMENT STANDARDS" DATED JANUARY 19, 2004. 7. AT ALL UTILITY CROSSINGS, A MINIMUM 18" VERTICAL AND 10" HORIZONTAL SEPARATION DISTANCE SHALL BE PROVIDED UNLESS INDICATED OTHERWISE ON THE PLANS. IF THE INDICATED SEPARATION CANNOT BE ACHIEVED, THE TOWN SHALL BE NOTIFIED PRIOR TO PROCEEDING. A CONCRETE CRADLE SHALL BE UTILIZED AS REQUIRED. 8. ALL MECHANICAL JOINTS (I.E. VALVES, FITTINGS) SHALL BE RESTRAINED BY MEANS OF DUCTILE IRON RETAINER GLANDS. WFnGF-ACTInM AC)IMT PFc'mAIM1 lac na r_Aeve r- TYPE JOINT RESTRAINT SHALL BE !SEC TO RESTRAIN ALL PIPE JOINTS FOR A DISTANCE OF AT LEAST 27 FEET OF PIPE ON EACH SIDE OF ALL RETAINER GLANDS. NO MORE THAN ONE PIPE JOINT SHALL BE ALLOWED WITHIN THAT 27 FEET OF PIPE. 9. ALL VALVE BOXES AND CURB BOXES SHALL BE ADJUSTED TO THE FINAL GRADES. ALL CURB BOXES SHALL BE LOCATED IN GRASSED AREAS UNLESS INDICATED OTHERWISE ON THE PLANS. 10. RECORD DRAWINGS OF ALL PUBLIC WATER/SEWER FACILITIES SHALL BE SUBMITTED TO THE WATER AND SEWER DEPARTMENT GPON COMPLETION OF THE WORK OR AT SUCH STAGES OF THE CONSTRUCTION AS REQUIRED BY THE ENGINEER. DRAWINGS SHALL BE IN A FORM ACCEPTABLE TO THE DEPARTMENT AND SHALL BE APPROVED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL INFORMATION NECESSARY TO GENERATE DRAWINGS AND PROVIDING THE ACTUAL DRAWINGS. STREETS/ PAVED AREAS SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC fj-" BACKFILL MATERIAL PLACED AND A COMPACTED IN ONE FOOT (MAX.) LIFTS WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED IN 6" LAYERS. NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. PIPE, AS SPECIFIED M.02.05 3/4" BROKEN TRAPROCK 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE i WHEN USING POLYETHYLENE OR A.B.S PIPE. --MASONARY LEVELING BRICKS -►-15 13/16" BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST CONCRETE UNITS. WHERE BRICK OR MASONARY CONCRETE UNITS BE ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO 3". CLASS 'A' CONCRETE POURED IN PLACE OR PRECAST UNIT. SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION s. Ro MASONARY 6CKS TO 12• DE MINIMUM 20SECTION 'A' COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DOUBLE GRATE CATCH BASIN TYPE 1 "C-L" n.t.s. STORMWATER SYSTEM MAINTENANCE & OPERATION SCHEDULE THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER SYSTEM. THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM. PAVEMENT SWEEPING: THE PARKING AREAS AND DRIVEWAYS SHOULD BE SWEPT A MINIMUM OF ONCE IN THE SPRING, SHORTLY AFTER THE END OF THE SNOW SEASON. PIPE OUTLET: THE PIPE OUTLETS AND ASSOCIATED RIPRAP SHALL BE INSPECTED ANNUALLY AND CLEANED OF SILT AND AND OR DEBRIS. THE RIPRAP SHALL BE RE -SHAPED AND REPLENISHED AS REQUIRED. CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED ANNUALLY. THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES 1'. STORMWATER DETENTION BASIN: THE BASIN SHAH_ BE INSPECTED QUARTERLY AND CLEANED OF DEBRIS ETC. ANY EROSION OR OTHER PROBLEMS NOTEL, SHALL BE REPAIRED PROMPTLY. THE WATER QUALITY BASIN SHALL BE CLEANED OF SILT AND ACCUMULATED MATERIAL IF STANDING WATER LASTS MORE THAN 5 DAYS. ALL LARGE WOODY GROWTH THAT MAY AFFECT THE FLOW OF WATER OR THE STABILITY OF THE BASIN SHALL BE REMOVED. THE RIPRAP SHALL BE RE -ARRANGED AND ADDLD TO AS REQUIRED TO MAINTAIN THE DESIGN AS PER THE DESIGN PLANS. 3'-4 3/4"" 8" 4„ -- - -- z N I B' 4'-8 3 8" 8" V-O 3 8" AP'P ROVED PLANNING AND ZONING COMMISSION MANCHESTER, CONN. DATE: SIGNED: oz il x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILA^-,LE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER_/SURVEYOR. 1 I 10/28/04 GENERAL REVISIONS NO. DATE DESCRIPTION 12" O.D. PIPE LAWN/ CROSS-COUNTRY 4 Min. 1I1'-7 12"�i 12" 1 /2 O.D. PIPE F­4 1/2 O.D. PIPE 6" Min, 12" TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE i. SET POSTS AND 2 STAPLE 7NE SLT A EXCAVATE A lN',.d' 1RIX(T1 RTNC•!CTo114E POST UPSLOPE PROP POST$. 5(LTED OF THE POST �� Nrr L 12- MIN. %off J. ATTACH WER FABRIC 70 � 4. NACIORL THE nLTM THE WOOOQI POSTS AND EXTEND TRENCH AND COMPACT FAB(EC� R INTO THE UENCH THE EXCAVATED SOIL. COMPACTED CONSTRUCTION OF SYNTHETIC FILTER BARRIER NTS 9 / Storm Sewer Structure c� li(��O 9 9 Flow -.� C Flow 9 � 9 9 I J C Anchor with two 2"x2%3' Stakes to each bale. Haybole Installation at Catch Basins EXPAPMON JOINT S MIN. ! • w` ,. , • •�•,,.,.. '"T�%+_ %' CONCREn sDENALx ' oRAls SIMILE y uO., ' YV�yYvV'~" STONE CURBINC IF ADJACENT 3• ��'� Ids' (✓ I7 �'W r yy `yy CURBING 19 STONE, CONCRETEL>WN� t� CURBING IF ADJACENT CUROM IS CONCREIE OR BITUMINOUS CURBING. TYPICAL SIDEWALK CURB RAMP (TYPE 3) NTS A NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO - VIDEO IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. m I m 3. IN SANDY SOILS APPLY DAMP- PROOFING ON ALL FOUR WALLS. v 4. RED BRICK NOT TO BE USED. I 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE L - -J1 PIPE OUTLET FROM THE CATCH BASIN, A I S. WHERE MASONARY CONCRETE UNITS USED CORBELLING WILLBBE f I PERMITTED. MAX. CORBEL TOARE 3". 4'-4" JJJ No PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. PLAN VIEW 7. ADJUST FRAME ELEVATION WITH BRICKS 6' TO 10 APPLICATION OF GRADE-., 1'-7 3/E 10 13/116" PVMT. CROSS-SLC 8 5/16" FINISHED GRADE 4 13/16" S-1 3/4' 4 13/16" 1 3" MIN " S. � m - J STANDARD PRECAS� z - N CONCRETE UNIT RICK LEVELERS °D I I OE32 L / 1'-8 3 W I o �, z o 2'-8 3 4" zip 12 2 12 N >y __ �I0w 7 5/8 %D 7 13/16' si7 0 ! fl >. iV a'-G• 6"}-- SECTION A -A IA A A o 0 ;* fnI jC311 - - I 1»- 5' 4' -«1 m PLAN VIEW TYPE ' C--• L' not to scale MHA BY V - 16 �---- 3'-o" - CLASS 'C' CONCRETE OR PRECAST UNIT SECTION B-B NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WALL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4, RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF UNITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0' OF COVER OVER PIPE AT BELLS 9. PROVIDE 6' OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. CATCH BASIN CLASS 'C' CONCRETE OR PRECAST UNIT 8. PROVIDE MINIMUM 2'-0' OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. 8" 1'-1 5/8" 1+- 4'-8 3/4" -- • I BRICK LEVELERS 1 -1 3 b 3-5/8" 1 2-3 3 4 1 -o _ �. CLASS 'C' CONC. OR PRECAST CONC. BLOCK f�- 4'-4' --H CLASS 'C' CONK. 5*Y4* SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to scols WIDTH VARIES SURFACE COURSE -BITUMINOUS - CONCRETE, CLASS 2 1-1/2" RISE 1/4" PER FT OR A5 DIRECTED 3-5/8" GRAVEL BASE -A 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE PAVEMENT SECTION PAVEMENT SECTION N.T.S. 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL CCC CellL,GAIT AAIM rn^\ / JLL JLVIIY WN 1 "INIJ LI VJIVIV SHEET FOR PAVEMENT WIDTHS THRU STREET ANTI -TRACKING APRON not to scale o•-a 5/16" Type "C-L" top and grate 4'-6 3/8" 0'-8 13/16- W-8 13/16' 3'-1 3/4" 10 13/1 214.40 STANDARD PRECAST CONCRETE UNIT --"-"�~ 1'-6" , EDGE OF PAVEMENT 12' ORIFICE (FL:21 .75) I VARIES L 4" ORIFICE 210.00 210.00 24' OUTLET PIPE - MODIFIED RIP RAP PAD 4'-0" 1 -°` Class "A" Concrete 1'-0" -o" 1'-0' FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED -- - AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2"X3" STAINLESS STEEL BOLTS - Type "C-L" Top •r+ith Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL FACED, PAINTED AND GROUTED WITH CEMENT. - 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 1 2" SMOOTH STEEL BARS 8 FEET. 4"X8" OPENINGS 28' 3. IN SANDY SOILS APPLY DAMP- PROOFING ON ALL FOUR WALLS. SPOT WELD EACH JOI4. NT RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF I` _ �pp- 1 THE UNIT BE AT 6" BELOW THELBOTTOM OFAST THE TG OUTLET FROM THE CATCH f BPIPE ASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. BITUMINOUS CURB N.T.S. 9' f t` HANDIPCAP PARKING `PAINT NTS ■ Tel. 860.291 • 8755 1p� Fax 860.291 • 8757 �TAULS esign rofessionals,, Inc. DESIGN.•W DRAWN.• MHA CHECKED: GBS 9 civil engineers • planners surveyors landscape architects • gis • gps NOB NO.: 44-9 DATE 7/3%4 165, South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 449-DETAILS DOUBLE ; TAPPING w LJ W. w 5"_ Kn Q� D N ww Vi Q lY � w z_ { oa A 1 DO It - d z NOTES; 1. THE TOP OF THE CORPC;:TION AND THE FIRST TNREEK FEET OF COPPER TUBING SHALL BE INSTALLED ND H _ _ THAN THE TOP OF THE (WATER MAIN. / ARE ALLOWED FOR COPPER ASERVICES MIY 3 RVICEIE�EQUIREI�E]i GREATER T101 2" COPPER SHALL BE CLDP (4" MIN.)) WITH THE SHUT-OFF LOCATED AT 114E MAIN. COPPER TUBING SHALL BE CONTINUOUS BETWEEN THE CORPORATION STOP AND THE CURB STOP. TYPICAL SERVICE CONNECTION NTS -- 49AALES, W BALE 1. EXCAVATE A TRENCH e DEEP AND T WMDTH OF APLAai AND STAKE STRAW TWO STAKES PER BALE.1 IBINDING WIRE OR TWNE RPACKED STRAW PLAN VIEW COMPACTED SAOMLL 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW THE rXCAVATED SOIL AS BETMEEN BALES TO CREAn 1 I ,S SHOWN ON 714E UPHILL SIDE A CONTINUOUS BARF ER. I 1) OF THE BARRIER TO PRE- __-. �: ; � I PLAN VIEW 3LE) AB fIV IC U U U U-LEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION not to scale CONCRETE OR BRICK INVERT B �-- FLOW C,STANDARD SECTION A -A M.H. FRAME AND COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONK. BRICK 3'-0"D 1 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE ALUM. STEP REINFORCED CONCRETE - - MANHOLE SECTIONS WITH k"0 RING" JOINTS 5" 4'-0" DIA IA- REINFORCED CONCRETE MANHOLE BASE FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME --17"I •- `-CONCRETE OR BRICK MORTAR INVERT 6 3/4" CRUSHED STONE FOUNDATION SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale r PREPARED FOR: SHEE C. urch of the Living God 6 199 Demin1v Street South Winn&or/Mancheztery Connecticut 0 A A MANME ED COVER ;ELY tN PIACE PLAN VIEW PRIMARY W! STORAGE MANHOLE BAYSAVER;" INC. - Ph: 301-829-6470 Pax: 301-429-3747 1010 DEER HOLLOW DRIVE, MOUNT AIRY, MD 21771 THE BAYSAVER SEPARATION SYSTEM IS PROTECTED BY U.S. PATENT ##5746911 HDPE-HDPE REDUCER DETAIL FOR USE WITH HDPE/RCP OUTLET PIPES NOT TO SCALE NA A A CORRUGATED HDPE PIPE WATERTIGHT COUPLER WATERTIGHT COUPLER PLAN VIE11 W 4 CORRUGATIONS rnj-� - SEPARATOR ID OUTLET PIPE ID 0 SECTION AA BAYSAVER MAINTENANCE BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY, INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2 FEET, MINIMUM INSPECTION IS REQUIRED TWICE A YEAR TO MAINTAIN OPERATION AND FUNCTION OF BAYSAVER. MAINTENANCE CONSISTS OF THE FOLLOWING: A. CONTAMINANT STORAGE MANHOLE 1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY VACUUM TRUCK. 2. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. B. PRIMARY SEPARATION MANHOLE 1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER. 2. REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM TRUCK. 3. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN. 4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE OPERATOR OF THE VACUUM TRUCK. Baysaver Baysaver Maximum Maximum Impervious Separator Manhole Sizes Treatment Treatment Area Unit (prim. x star.) (cfs)*1 (gpm)*1 (acres) v 4 4 0 6 1 e r a 8 .4 0 2 7 ,6 6 x 1 3K Baysaver 60x60 7.2 3231 3.6 Separator 6Ox72 7.2 3231 4.1 60x84 7.2 3231 4.6 7202 7.2 3231 4.4 s e 2 .1 9 p r or 4 1 .1 7 x 9 1 4 1 8 ELEVATM U NON-SNRINX MVERT AT BAYSAVER INSTALLATION INSTRUCTIONS 1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO EXCAVATE 2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID BACK OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE ADEQUATE SPACE TO CONNECT INLET AND OUTLET PIPES TO SEPARATOR MANHOLE AND THE BAYSAVER UNIT. INSTALL STRUCTURES ON SOLID SUBGRADE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 3. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. ADJUST BASE AGGREGATE IF NECESSARY 4. INSTALL PRIMARY AND STORAGE MANHOLES. MAKE SURE THE BASES ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON BASE UNITS AND COAT WITH LUBRICATING GREASE. INSTALL ADf ,I T IONAL MANHOLE SECTIONS AS REQUIRED. 5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS. 6. BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL, BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE COMPACTION. BACKFILL AND COMPACTION SHOULD BE SUPS ,VISED BY A GEOTECHNICAL ENGINEER, AND IS CRITICAL TO PREVENT FAILURE OF THE SYSTEM. 7. INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING PIPES. SEAL ALL CONNECTING JOINTS AND INSTALL REDUCER OR REDUCER/ADAPTER. PROVIDE TEMPORARY SUPPORTS AND HOLD-DOWNS AS NECESSARY TO STABILIZE UNIT DURING REMAINING BACKFILL OPERATION, 8. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4" MINUS STONE OR FLOWABLE FILL. CONCRETE BACKFILL IS NOT ACCEPTABLE. STONE BACKFILL MYST BE PLACED CAREFULLY TO PROVIDE SUITABLE BEDLANG FOR THE BASAVER UNIT AND CONNECTION PIPES. BACKFILL COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER. 9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS NECESSARY. 10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS. 11. FILL STRUCTURES WITH WATER. 12. THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL BE CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND THE SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS MUST BE DISPOSED OF PROPERLY. GENERAL CONSTRUCTION NOTES 1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE CONSTRUCTION CREW. 2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS. 3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND U11LITIES BEFORE EXCAVATION BEGINS. NOTE: BAYSAVERS ARE TO BE INSTALLED WITH THE STORM DRAIN SYSTEM AND WILL FUNCTION AS SECONDAI Y SEDIMENT CONTROL DEVICES. UPON COMPLETION OF SITE STABILIZATION, EACH BAYSAVER SYSTEM SHALL BE FLUSHED CLEAN & THE MANHOLES CLEANED OUT AND REFILLED WITH CLEAN WATER. MUM FITTING DETAIL (NOT 70 SCALE) 1. 3TANCE AC FEANCO NO. I SHEAR RNr 1K __ 7.1W loss -so SR-27 � 10.80' tos8-tO10 SR-39 SK 12 73'L 1004-1010 SR-44 REDASIONS I REV I DESCRIPTION I BY 1 1 MODIFIED DIMENSIONS, BACKFILL MATERIALS, AND NOTES I ELT I BAYSAVER SYSTEM DIMENSIONS DESCRIPTION 3K SYSTEM i Y SEPARAIQR MAN r-- D S' A # PRIMARY MANHOLE DIAMETER _ 60" 7 B MANHOLE DEPTH BELOW OUTLET 8' - 0" C MINIMUM FLUID DEPTH g' - 3" 8' - 4 1/2" STANDARD SEPARAL D SE, ARATOR UNIT ID 36" E SEF, :;;ATOR UNIT LENGTH O" 79" " F BYPASS PLATE LENGTH., 40,5" " G WEIR/BYPASS PLATE THICKNESS ," 3/4" / H ELBOW AND CONNECTING PIPE OD ,'. 5" 10.75" " I ELBOW LENGTH 48" WEIR HEIGHT ABOVE INVERT " 4" K BYPASS PLATE HEIGHT ABOVE INVERT 18" 4" L WIDTH OF WEIR AT BASE % < 4 1/2" 6" M �! OUTLET PIPE D;. %METER 15" N ELBOW INVERT HEIGHT ABOVE UNIT INVERT 4 /' 7 1/2" 0 ELBOW PIPE OVERHANG 11X18" 1,2iX1 STORAGE M P STORAGE MANHOLE DIAMETER 60" Q 1 MANHOLE DEPTH BELOW INLET/OUTLET " 48"ell R FLUID DEPTH " 8' - 0" S TOTAL STORAGE VOLUME 0 F 300 CF F SYSTEM DIMENSION! T SEPAIATOR MANHOLE COVER ELEVATION 216.00 216.00 V TBD U STORAGE MANHOLE COVE^ ELEVATION V SEPARATOR MANHOLE FLOOR ELEVATION W STORAGE MANHOLE FLOOR ELEVATION TBD "d X INLET PIPE ID AND MATERIAL WO 15" RCP '1�// Y INLET PIPE INVERT Y 212.40 1 Z SEPARATOR UNIT INVERT 212.40 AA OUTLET PIPE ID AND MATERIAL 15" RCP AB ELBOW INVERT ELEVATION B TBD AC CONNECTING PIPE INVERT ELEVATION TBD C AD, CONNECTION PIPE SPACING 24" 4" AE S-73RAGE MANHOLE SIDE OFFSET 72 t 6" i AF STORAGE MANHOLE DOWNSTREAM OFFSET " 31" 10 p- 0 DEER f Cll I �1 DRIVE MT. AIRY, MD 21771 Hill: (301) 829-6,'�*70 : (301)-829-3747 TBD: TO BE DESIGNEE (BY BAYSAVER) SITE SPECIFIC BAYSAVER STANDARD DETAIL SHEET BAYSAVER SEPARATION SYSTEM STANDARD DETAILS AND DIMENSIONS _ DE`JGNED: DRAWN: CHECKED: TEP ELT TEP D NTE: 4/19/00 S SALE: AS NOTED S -IEET: 1 OF 1 RIP -RAP DITCH SEEDING MIXTURE TYPE II NEW TREE LINE SEEDING MIXTURE TYPE IV LANDSCAPE BUFFER ELEVATION SEE SHT. L-3. L3 SEEDING MIXTURE Y TYPE II �-_ 6-PS 4-P ,z , 50' R.Y. o 7-PS �' 1\+� r � ,�'+.�iG y`2— F '� �S �G� '�irin'4� ��G 1 a�e�' ice' � • �' /7'P- 1 ' LAWN - a p 3•C3 �— -- • A'i � G O` � �V"" -Z,V.�r•J '�� 7 5 G� SEPEDINv MI TURF 7-PS -AF 5-PS 3-PG AF F3-PA AF t . PROPOSED NEW 1-AF LAW / t TREEI_INE 'I AR 2-AG 2-CK 2-C AS SERVICE Idol I I I . LAWN LAW .tr 0 HE AR 5-PA AR 5-PG LAwN AS • BASIN PLANTINGS {5, 264 SE BOTTOM MB PROPOSED RETAINING PC 5-PA 1 - II X _ CONCRETE WALK �--•� AL S 2 PC / AR ZONE SCIENTIFIC NAME COMMON NAME QUANTITY _EONC- , I � r / A� VHRI I I� �" 1(� 11 I( I I I I it' I � t I t I t I I i i i i i�� i i i� %,,,,��AS . WALK �IV V I/_ \I �i._ ...._... ..- .......... i..» ..�� �.�—. . "_`1j"I,' i� _I I_ I wE I MEAUUW �U"_-61- DEN IH) 1 i HVAC PADS 'P ALISMA PLANTAGO-AQUATICA WATER PLAINTAIN 53 �r� l L ®\ c� NEW CHURCH ADDiTiON 6-IG SWEETFLAG 53 1 _I_ ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER 53 AC PAO <5 I 1-RCP 3-IG P C EEDING MIXTURECAREX STRICTA TUSSOCK SEDGE 53 I +' 91 4-JH AR AR J TYPE III +, I EXISTING BUILDING LAWN P Pc ELEOCHARiS PALUSTRIS SPIKE RUSH 53 �I I SANCTUARY F.F. ELEV.=217.75' 7 5 HE PERENNIAL/ANNUAL AR / qR EEDING MIXTUREEUPATORIUM MACULATUM JOE-PYE WEED 53 �I -I 4_IG FLOWER BEDS BY OW ER O AS TYPE IV IRIS VERSICOLOR BLUE FLAG 53 5 — 1 F- PERENNIAL ANNUAL JANCUS CANADENSIS CANADA RUSH 53 /� FLOWER BEDS BY OWNER 7 JH r / f , 111 _ - --I i i I i 1- SCIRPUS VALIDUS SOFT STEM BULRUSH 53 y '► �-------- I f -- y-uI, 2-Kc ' I I I I I I I I U' I I I I I I I I I I I I I '" I I I I I I{ I I I PELTANDRA VIRGINICA ARROW ARUM 53 } 11,�- - _ _ _ - - - - - - - ff - - 2-RC 9-H 19-I AR �O �" PC " PC LAWN 1 AR_- ` SAGGITARIA LATIFLOLIA ARROWHEAD 53 8 HE TYP i SHALL BE 12" OF AMENDED CONCRETE WALK , -F P12-HE O/ � I� fl 5-HE —H PC O PC P 15-IC AR TOPSOIL (50% TOPSOIL AND 50% SPAGHNUM MOSS) I it LAWN LAWN BP I P AS G y, I CONCRETE SIDEWALK PG LAWN pC PC PC EXISTING EVERGREEN TREE Lk LW; �` � , *SAVE &PROTECT TREE `++ EXISTING PC EA PC2 ENTRANCE PLAZA I Bp PC CONC. PAVER PC PC AR WI W/CONC. PAVERS " f — ` TREE 68—JH LAWN STRIPS (TYP.) AS 4—TO W ++ TYP.)+ ff (TYP.) u '+, a I i{ I I -I i I IAA , ff I I I I I I I I I I �i I I I I I I AR PC2 o LSJLSJLS Ls LS W I l I A I I ff I l I I I I I I 1�1.9. I I I � I I I I Ffl i 1 I O ■ - ■ � GARAGE. CCCflIN1h AAIYTI IDC JLIVIIVV IYI1 /\ 1 VI\L I 1'' O s Wj <�Lull AWN -LAWN LAWN 2NAPTTOR'TYPE IVI I I{ I I I I IPC2 • Q ' ' ff + JI �G 2 STORY FRAME EXISTING. 20" SPRUCE AND 24" MAPLE TREE I It i EA TAIRS AND ADA AR`` SAVE & PROTECT TREES (2) I ACCESS RAMP LAWN ' 3-MFDETENTION B 4-PN ,.,. �,E PC BOTTOM -SEEDING 'l, I l i �) �R 11 I I I I I I R _ +; 1 + I-4 H + I ' PC 10 S.Y. 0 +....... __ �� * I_ 11 ' 1; ` • ~ ° n - �1 0 Y — _ ma's CL&P 5862 ..r 1 1 i If II; `� _ _ — l� y ; ' • — — — ° • ' . ... .......,1 ,----••_ 1---5.- P A W .•' .—_w . ` .`.e _SNET 4504 ` , it _ _ a - owO - • + _ _.._. ,.,._ -••� • _ - - —----....- Y. `"-- i� �} , S.Y. II ,� EXISTING OFFSITE II 11 LANDSCAPE BUFFER APPROVED BY REGULATORY AGENCIES -SEEDING MIXTURE li n 4 TYPE IV EXISTING CONC. II , }4 MODULAR Q°°4 RETAINING WALL ° SOUTH WINDSOR LANDSCAPING AREA 0� TOWN OF MANCHE.F'TER LANDSCAPING AREA I 0 21 II + 444° 44 1. PARKING AREA LANDSCAPE (5% OF TOTAL INTERIOR PARKING AREA) 211 4 4 Qo REQUIRED: 5,194 SF PROPOSED: 9,532 SF 1. PARKING AREA LANDSCAPE (20 SF OF INTERIOR LANDSCAPE OF PARKING AREA PER PARKING SPACE) 237 ;CAR SPACES I i 0 444 ONE (1 } TREE PER TEN (10) PARKING SPACES (105 SPACES SHOWN) REQUIRED: 4,640 SF `°o °4 REQUIRED: 10 TREES PROPOSED: 17 TREES 1 1 °° c °4C1 2. TOTAL LANDSCAPE AREA: 86,674 S.F. PROPOSED: 9,672 SF + ° °A44°°° 2. MINIMUM RESIDE NEW NTIAL LANDSCAPE BUFFER: EIGHT (8) FEET LINE TREE 1�I Qo� 3. TOTAL LANDSCAPE BUFFER AREA: 8,962 S.F. MINIMUM WIDTH• 25 FEET 3 TOTAL LANDSCAPE III °°° ° AREA. 95,228 S.F. Qa4 epo 4°,I 4. MINIMUM PERIMETER LANDSCAPE: FIVE (5) FEET II I �oa4 00° ° a� 5. MINIMUM RESIDENTIAL BUFFER: TWENTY FIVE (25) FEE NOTES: / II 44 40 °4 1. SEE SHEET L-2 FOR LANDSCAPE NOTES AND PLANTING SCHEDULE. r II I °°°°°° °° °° 2. SEE SHEET L-3 FOR REQUIRED LANDSCAPE ELEVATIONS FOR V' II °° '° °°°° ° THE TOWN 0 F SOUTH WINDSOR. 44 Qo 444 °0 3. SEE SHEET L-2 FOR LANDSCAPE DETAILS. a it �4 4444 4 4. FOR STORM WATER DETENTION BASIN SEEDING AND PLANTINGS, II O°444 25' F.Y. SEE NOTES ABOVE. 00004p4 °0 5. FOR VISUAL SIGHTLINES, SEE SITE LAYOUT PLAN. / N 11 °° .°°°°° ° ° ° °° ° 6. SEE SHEET LP-1 FOR SITE LIGHT NG PLAN. lXa3 °°°° o44°°a °, TEL T xk SNET #3027 XP LEGEND 11 / SNET #3028 10'x4' SIGN QO—H II ROAD SfGN � r 1 + l EXISTING NIL LIGHTING '°°°•m••.... // J ��' ' = _ // �� PROPOSED \ OWNER APPLICANT: D E M I N� VTR E E T(ROUTE 30 �� SITE LIGHTING CHURCH OF THE LIVING GOD & EVERGREEN TREES { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 199 DEMING STREET r 0 DECIDUOUS TREES MANCHESTER, CT 06040 SHRUBS TEL. (860) 648-0520 REVISIONS Tel. 860.291.8755 GRAPHIC SCALE ■ Fax 860.291.8757 n e D �� „ ,�,� D e 40 0 20 ,0 80 esign Ili �iQ-► PE { IN Mff ro#essionals, ine. RLB CHECKED. RLB DRAWN.GBS • • • 1 10-29-04 GENERAL REVISIONS RLB 1 inch = 40 ft. I� civil engineers •planners •surveyors DESIGN. landscape architects • gis • gps JOB No.: 449 DATE.• 7130104 NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/449/449—L 1. dwo PREPARED FOR: SHEET Ch urch of the Li vi.rg God Ll R99 Deming Street 3 South Win&®ir/Manchesteir9 Connecticut WIRE OR SHALL BE AS TREES UPC OL65 IMM (2.5 IN.) C LIPERL- 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DVAM. PLASTIC FLAGGING OR OTHER VISUAL PLA51IC HOSE MARKER ON EACH WIRE. GALVANIZED HIRE OR CABLE TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER OPTIONAL METAL DRIVE ANCHORS, 150 MM (6 IN.) CALIPER. 1- INSTALLED PER MANUFACTURERS DIRECTIONS. 750 MM (30 IN.) LONG --_� w00. D sTAKE ALL STAKES SHALL BE DRIVEN OUTSIDE IT or THE EDGE OF THE P,OOT 8.. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE RAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE ENO OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES 00 NOT REMAIN STRAIGHT. o TREES WITH PODR-QUALITY ROT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER TIAN STAKE. o TREES THAT HAVE GROWN TO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE HOOT BALL_ CORRECT THE PLANING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. 1 TREES 3 INCH CALIBER OR LARGER - N.T.S. V BACK FILL WITH EXISTING SOIL IN SANDY LOAM SOILS, ADD 20% NOTE: FOR DETAILED REQUIREMENTS MAX. BY VOLUME COMPOSTED RELATED TO THE PLANTING OF THE TREE ORGANIC MATERIAL TO THE EXISTING IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." LOAMY SOIL �• 1:1 SLOPE ON SIDES OF PLANTING HOLE. TAMP SOIL AROUND ROOT BALL UNEXCAVATED OR BASE FIRMLY WITH FOOT PRESSURE THE ROOT LL DUMETER COMPACTED MOUND SO THAT ROOT BALL DOES NOT SHIFr. UNDER THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRAEILE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. NOTE: THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. FT) TREES PLANTED IN NON --RESTRICTED 2 SOIL CONDITIONS BALL DIAMETER + 12" 3 � SHRUB PLANTI L2 J N.T.S. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMES 00-DOMINANT SOMOE 11 IERKIRBB7'f01KGS�AND LATERAL BBRANCHES MAY BE PRUNED• HOWEVER, W NOT REMOVE THE TERMINAL BODS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN, STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL.. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. EVER SET TOP OF ROOT FLUSH TO 1000 ��� IT. GRADE OR 25-50 MM 1-2 400 MM 8 DU HIGHER IN SLOWLY D ING SODAS. S 200 MM (8 IN.) , 50 NM (2 IN. MULCH. 00 NO PLACE MULCH +++ + IN COACT WITH TREE TRUNK. MAINTAIN THE MULCH WE FREE + + + PLANTM6M OF ONE Tf AF-ItK i , ,+.�,• . ,\ . , NOTE: FOR DIMENSIONS OF PLANTING AREAS TYPES OF SOIL AMENDMENTS, 0h SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES N.T. 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FRf)1A TOP 1 � 3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) DEPTH - 12"(MIN.) BEDS 100 MM 4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. ,REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FRUM IUP HALF OF RUUI SALL IF PLANT ISE ROOT SHIPPED WITH A WIRE BASKET AROUND AND FOLD LACES DOWN 2 0 MUT M (8 IN.) N.) INTO PLANTIE BASKET IN NG HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FORT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE 15 LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. B&B TREES IN ALL SOIL TYPES N.T.S. z 0 0 zz m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-29-04 GENERAL REVISIONS RLB CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 9-15-04 PER TOWN COMMENTS RLB NO, DATE DESCRIPT70N BY OF THE PROFESSIONAL ENGINEER/SURVEYOR. LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE SLOPES) NOTE: 1. STAKE OR GUY TREES ONLY WHEN PERENNIAL RYE GRASS 10% OF MIXTURE NECESSARY FOR SPECIFIC SITE PENNGIrFT CROWN (VETCH 35% OF MIXTURE CONDITIONS AND WITH APPROVAL OF r\-V7-1..JI I/-%" FF-OilUE JEio OF IVNIAIURE VINNEK'S REPRESENTATIVE. RED TOP 5% OF MIXTURE 2. TREE WRAP TREES ONLY WHEN CREEPING RED FESCUE 15% OF MIXTURE NECESSARY FOR SPECIFIC TREES OR APPLICATION RATE: 4.00LBS PER 1,000 S.F. WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME C. SEEDING MIXTURE TYPE III (SLOPES AS NOTED) NORTH ORIENTATION AS IN THE NURSERY. WILD FLOWER MEADOW MIX - SEE PLANT LIST BELOW D. SEEDING MIXTURE TYPE IV (LOW MAINTENANCE/SWALES) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. E. SEEDING MIXTURE TYPE V (STORM DETENTION/WATER QUALITY BASIN) NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, iNC.(412)548-8000 APPLICATION RATE: 1 LB. PER 2500 SQ. FT. WITH ANNUAL RYE GRASS TO ACHIEVE STABILIZATION. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING F(iR PFRAAICCI0I`\I RY T4-IC rmhi ml(z PrOPT=CGI\ITATIVP AKIY \/ARIFN(:F IN THP' PI A:,;TII\i(` SEASON WILL NOT AFFECT THr_ ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED 1N WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D• SnIL AIVIENDMENT•C- AS RF(`nAAAAENf)ETl BY TESTING; SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 157o-207o 11. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A NA,INIAAIIKA np rwi:7 Pl111NF1 (lF NITR(\(:FN PER 1onn S,F, nF LAWN ARFA FFPTiI 179'R SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. WILDFLOWER MEADOW MIXTURE (SEEDING MIXTURE TYPE 4 AAE A 11P11AI A AI\/TI If-11"' �, , r.r 1. rvlEr\UVVV MIA I VRE SHALL BE ram, .�,. ,r�r� 1 A„/TI Inr A \ /A 11 Ant r T thy, EQUAL TO NEW ENGLAND WILDFLUVVER IVIIn I VRE HVtMLf\6LC R-iKVUGH NEW ENGLAND WET PLANTS, INC., AMHERST, MASSACHUSETTS (413-256-1752). ALTHOUGH THE MIXTURE INDIVIDUAL PERCENTAGES WILL VARY SLIGHTLY, THE MIX INCLUDES THE FOLLOWING SPECIES: MEADOW FESCUE FESTUCA PRATENIS CANADA GOLDENROD SOLIDAGO CANADENSIS LANCE -LEAVED COREOPIS COREOPUS LANCEOLATA NEW ENGLAND ASTER ASTER NOVAE-ANGILAE LITTLE BLUESTEM ANDROPOGON SCOPARIUS BLUE VERVAIN VERBENA HASTATA PARTRIDGE PEA CHAMAECRISTA FASCILATA BEARD TONGUE PENSTAMON DIGITALIS INDIAN GRASS SORGHASTRUM NUTANS SHOWY TICK -TREFOIL DESMODIUM CANADENSE ROUNDHEAD BUSH COVER LESPIDESA CAPITATA BUTTERFLY MILKWEED ASCIEPIAS TUBEROSA WILD BLUE "W4 1NE LVI 1111VS PLRENIVIIS CO,.^MON MILKWEED ASC1EPIA.c; SYRI/•\\. m BLACK-EYED SUSAN REDBECKIA HIRTA GRASS -LEAVED GOLDENROD EUTHAMIA GRAMINIFOLIA PURPLE CONEFLOWER ECHINACEA PURPUREA ZIG-ZAG ASTER ASTER PRENANTHOIDES CANADA WILD RYE ELYMUS CANADENSIS BUSH CLOVER LESPEDERA BICOLOR OX-EYE SUNFLOWER HELIOPSIS HELIANTHOIDES WILD BERGAMOT MONARCIA FISTULOSA NOTE: FOR WILDFLOWER/GRASS AREAS, WILDFLOWER MIX TO BE USED WITH PERENNIAL RYEGRASS AT THE FOLLOWING BLEND: WILDFLOWER MIX: 2 OZ. PER 1000 S.F. PERENNIAL RYEGRASS: 1 LB. PER 1000 S.F. 2 PLAN VIEW FULL PAVER SECTION NOTE: 1. PROVIDE & INSTALL BOLLARD PAVER "BURGUNDY WINE" MODEL 01-0316 MODULAR CONCRETE PAVERS AS MANUFACTURED BY RHINOX OR AN APPROVED EQUAL. FINAL PAVER PATTERN AND COLOR SELECTION TO BE APPROVED BY OWNER. 2. CONC. PAVERS TO BE INSTALLED IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. 3. UPON COMPLETION OF INSTALLATION PAVERS SHALL BE CLEANED AND SEALED PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE PAVERS N TS CONCRETE MODULAR PAVERS N.T.S. GRAPHIC SCALE 0 ( at 'Er ) 1 inch = ft. LANDSCAPE PLANTING SCHEDULE- QTY. KEY BOTANICAL NAME COMMON NAME SIZE 7 0 4 25 22 11 4 AR AS AG BP MB MF LS CK PC PC2 AR2 AF PN PS PA PG TO TYPE REMARKS: ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE 3" CAL. B&B PLANT AS SHOWN (75'HT-40W) ACER SACCHARUM SUGAR MAPLE 3" CAL. B&B PLANT AS SHOWN (75'HT-40W) AMELANCHIER 'VAR.' AUTUMN BRILLANCE SHADBLOW 5'-6' HT CONT. MULTI -STEM (20'HT-15'W) BETULA PLATYPHYLLA JAPANESE WHITE BIRCH 11/2"-2" CAL. B&B MULTI -STEM (30'HT-209W) MAWS BACCATA SIBERIA14 CRABAPPLE 11 /2"-2" CAL. B&B PLANT AS SHOWN (18'HT-15'W) MALUS 'PRAIRIE FIRE' PRAIRIE FIRE CRABAPPLE 11 /2"-2" CAI, B&B PLANT AS SHOWN (10'HT 10'W) LIQUIDAMBAR STYRACIFLUA FRUITLESS SWEETGUM 2"-21 /2" CAL B&B PLANT AS SHOWN (60'HT-40'W) CORNUS KOUSA KOUSA DOGWOOD 11/2"-2" CAL B&B PLANT AS SHOWN (20'HT-20'W) PYRUS CAIERYANA ARISTOCRAT PEAR 3" CAL B&B PLANT AS SHOWN (30'HT-20'W) PYRUS CALL ERYANA EXISTING PEAR TREE 4" CAL SPADEJ RELOCATE AS SHOWN (30'HT-20'W) ACER , VAR. EXISTING MAPLE 6" CAL SPADE RELOCATE AS SHOWN (75'HT-40'W) ABIES FRASERI FRASER FIR 5'-6' HT B&B PLANT AS SHOWN (45'HT-25'W) PILAUS NIGRA b%USTRIAN PINE 5'-G' HT B&B PLANT AS SHOWN (60'HT-30'W) PINUS STROBUS EASTERN WHITE PINE 6' HT B&B PLANT AS SHOWN( "80'HT 40'W) PICEA ABIES NORWAY SPRUCE 6' HT B&B PLANT AS SHOWN (800HT--40'W) PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) THUJA OCCIDENTALIS 'EMERALD 'EMERALD' ARBORVITAE 6' HT B&B I PLANT AS SHOWN (15'HT-10'W) 7 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD 5 CS CORNUS SERICEA REDOSIER DOGWOOD - EA EUONYMUS ALATUS BURNING BUSH 4 IC ILEX CRENATA 'VAR.' GREENLUSTER JAPANESE HOLLY 47 IG ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 98 JH JUNIPERCJS HORIZONTAUS 'VAR.' BLUE RUG JUNIPER 4 RC RHODODENDRON 'CAROUNIANUM 'ALBUM' WHITE CAROLINA RHODODENDRON 1 RCP RHODODENDRON 'CATAWBIENSE 'PINK' CATAWBIENSE PINK RHODODENDRON 2 GROUNDCOVERS VC I VIBURNUM CARLESI1 KOREAN SPICE VIBURNUM 56 HS HEMEROCALUS, VAR. STELLA DE ORA DAY LILY 89 1 HE I HOSTA SIEBOLDIANA 'ELEGANS' ELEGANS HOSTA t. ® Tel. 860.291 • 8755 t':SIg11 Fax 860.291•$757 00rofessionals, inc. 11 civil engineers • planners surveyors "' landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LANDSC4 E DETAILS DESIGN: RLB DRAWN• MHA CHECKED: RLB ✓06 No.: 449 DA M- 7/3%4 DRAWING NO.: MHA 2'-3' HT CONT. 6' O.C. 2'-3' HT CONT. EXISTING �'-3' HT CONT. 2'-3' HT CONT. 18"-24" SPRD CONT. 5' O.C. 24"-30"' HT CONT. 24"-.30"' HT CONT. 5' O.C. 18"-24" HT CONT. 5' O.C. 1 GAL CONT. 1 24" O.C. 1 G,� CONT. 24" O.C. APPROVED PLANNING &ZONING COMMISSION MANCHESTER, CONNECTICUT DATE: ------------ SIGNED: PREPARED FOR: Church of the Living God Il09 Deming Street CamnectuCut SHEET L2 , L3 Ims II 0 w (-D W v __ r- �'�•�•x' �••er =-s. __ �si<..a..�wwa" +i■Ic� ...w■.w - - - ----- - - _ �_ -_ --- - -- �. _-_ = M==ice _..T�",-"= = t_= - _ !r!�t � i!r■�rlu>I�rrr�rll�= --- - i"w1etrr� wlul�llr}�^rr_=_rsx.�rrcrci■tirr-_r_.-�rK _- �= r _�- �ri"Tc- ���':�� �: ^°J� __ i:��l,•, _ I ' i i + _ = •c =� ti _r__r _ _ =U �+� --Tt-� r� _''- -. r'�u^'sr-���•c�.� ._� r_ .:' .r .� -� s_7= - - =z= 'Ti'Z.i!y?ucv9tt^�i'A��^�.Cl �ti _ r _ �•.•4T� _ fa_� _ •�` _�� —=-�t��zr_=_r^'r�1 �1 'Z.r:•c. — �_r�lsL:..� ..1CY_ '':r.» ... ,x-x'_'_rrra.-TrrTc'�i��3-3 'fir � _-3,t �•'��.tir.���-L+- i. i ��gir �I 1 � i �-�•-- - 'C-�— eR - �� _-_�_'t�_� �; _ .r__ Ec• i .�Y'!��"�I ��' �� '���IE=� s�1Fr-=•=.a:�••2�T� � " - __ � _ 3'�J'.a. �s�■■M�1�11■IMIIIMI■•: �:�r.-�ts:.•'sw�l• - �=z•--- �y-�} "s',t:� ..r-.: nici: �i :.s%:� ,s�.rtr_� .t... s:�•�S ��=it..'x ��i•-• �K _ — IIIIIIUIill11t11IIIIIIItIt111111i1111111111{I�IUlllllllltlllllt illl I - �-HIM-1.•�[ ifflil '&•Ahat•S i�7wt»:.t. -�-.. :.a ._ w .F*c•:.:.. ��a -r Gy>.?+••:: _ r.l 1—li�l ml unuuaulumxnunuumululil uo`nluuuunununllulmmmululnlulnmanufaunu m _ -. _ - '` :�:�:...,._ •: _- . y _._._._..._...._..__�___ 1 uuimununuumm�lunu mmnlulnumlmnw�.:.; • -: �::•:.�• •,.... ....._......, ..-;".:a a.ti._ .. ��aa,:yr � •��`�..;.'Y arlrlwuwi�- - — •._. . 1. .1 . — _ - -- l-- - - _ _ '! _ "•'' i k'. �:.:•.: �: : :atulnumluum� - II�11=Ik.-11-11- ( •-•�pr 1=1I=11=11=1I=11.is' 'IN .=11.=11=:1r�i�`Il--1i'-- �.: '; ;:: =. �...^. ate. .... _..,: .i."'".a..^' — — — — — — — — — — — — — — — — "' —.1>.—d—rlf'=ii:--��-;i�:=ii.�?u—li-=h—��`==rig-ii-'.��..11.'.n.._n.^1i.—li:=li`=li=11:=ir=11=11=1�:=1C_ c — — EAST ELEVATION SCALE: 1 "=10' 2 4'I DRIVE V: 222..00 o 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS zz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 10 0 5 10 20 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO ` F'E1;T , CONSTRUCTION.IN 3. THIS PLAN IS INVALID UNLESS IT BEARS THE #NODATE 10-29-04 GENERAL REVISIONS RLB 1 inch = 10 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. DESCRIP71ONI BY II 0 W 0 W TREE @ MATURITY GROWTH Tel. 860.291 • 8755 51 � g11 Fax 860-291.8757 . ■ rofesslona,s, inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 Ln N N (N W W TREE @ 5 YEAR GROWTH W' �i �I ry w r). a 0l I TREE @ ry I MATURITY n GROWTH TREE @ 5 YEAR GROWTH LANDSCAPE ELEVATION DES/GN.• RLB DRAWN• MHA I CHECKED.- RLB ✓oB ND.: 449 DA TE.• 7-2— 04 DRAWNG NO.: MHA EXIST. TREES 'APPROVED PLANNING & ZONING COMMISSION MANCHESTER, CONNECTICUT DATE: SIGNED: PREPARED FOR: C12 urch of the Living God n99 Deming Street South Windsor/Manchester, Connecticut SHEET L3 , EXIST. STONE WALL IIIHIIIIIIIIII Y ZZ W-u to Ile %4 1112 %1 'b.3 '82 112 1112 11 tat %2 14 74 12 1111 14 UAP 12 � _ b2 $b' I ` 14 %a wa '&7�.3 3�.1� 4.7 _U_ --b- "` "i s .. ll .. �_ --' _. �7_ 4.7 %2 �.6 WE U t3 b %7 %A � i O Y E E� - E f i.3 3.3 �,7 ib +40 �a 23 7 3.0 iL3 '6.� �A t7 / EXISTING LIGHT POLE (RELOCATED) A I I I 1B I { I I IBI I I I I I I �I I I BI I I K kW/ArTUT IGHT POLE I 1 g1 ( P.) 5 { I I I I I 1 1 I� I + I-4 H + I-f I A- / r U) / CO I o 4 W / MH SNET #302e Vy,4' / / dq d p 4 ° 4pd4 44g4 °p44 d ° 1 d 444 a4 id 4 p44 '4 d 4g44°4d / Q °a4pQ°�°plll�ll LLJ d444° ° 444 Q U vi 4°°4p°gp°g44 I.- i I 44 - �4 4° °4 '6 4 4 = LLJ : 44 444 444 H 11 444 ad°g4p� J 4p dpq� 444444 4°p 4°d° 4p4d4 z_ 0°4 444g4 d4� 0 Li qd4 44p4 d H J typ44 °4°°4d L,J •444q� 4°44� t 444pQ °4 4 4°04° 4°44p7 DRAINAGE EASEMENT AND UTILITY EASEMENT IN FAVOR OF CHURCH OF THE LIVING GOD AREA= 0.17 ACRE 4 ap 4 4 4 OR 7250 SO. FT. 4p �4pp °4d4p 4ggdd444q 25' F.Y. °p444°pod°� 444d°g444 d SNET #3027 • ROAD SIGN 5.7 EXISTING DRAINAGE EASEMENT IN FAVOR OF CHURCH OF THE LIVING GOD AREA=200 SQ. FT. UTILITY EASEMENT IN FAVOR OF THE CHURCH OF THE LIVING GOD DEMING STREET (ROUTE 30) 1, I I I ��Cii�1�l01Ci 5.7 5a i � I 17 10 U U �.9 t7 U 12 t7 '�.3 �312 �.8 3.9 32 U t7 U Ile I C to iwA *-R- I F` Nl toi �4`I I I I Ik4 &7 12 IS 12 U �.9 � '3.t b e '�.3 �.9 %2 .15 U ,.3 �A t9 ' A ill.® U I IL I is 149 LLL114-.1 1 Lj I IIJ I GARAGE D D D 2ND STOR� APT. 1A U7 U ` A &7 4.V �%.1 t7 b U t9 U �!'d i.2 U to �i i 10,6 �4 U 11 2 STORY FRAME S2 11 14 %a bo 'boo 14 %2 $4 %A %A 11 %2 11 r" %A 11a %1 'b2 11 %A %A R &0 &o I 10' S.Y. Ile IL CL&P 5862 S. 4' CLF 4 ; ..""' 0•~----fit...., �A �.0 0 " ` 0-- - ---- _ _ 22 10 S.Y. - L - .Q_ _____ _ EXISTING DRAINAGE EASEMENT - -= to "'��...`.""�"'.,,,. � �`� """".---.. S.Y-.. IN FAVOR OF CHURCH OF THE LIVING GOD ;'^-�-�� _ C4 ""`I+....,..,,,,.., ""^-- AREA=200 SQ. FT. EXISTING "� -- 4 4 . _ _� '^�JI .•,,, ••� �-- EXISTING LIGHT POLE (RELOCATED) DRAINAGE EASEMENT IN FAVOR OF CHURCH OF ,- - �'^--�1^`"'•""'� ++ .,,� `"•""""'"�+•�..,, THE LIVING GOD DRAIN E a13 OF AREA=100 SQ. FT. THE LIVING GOD""" AREA=100 SQ. FT. LSI STARBEAM II SERIES FIXTURE W/CUTOFFS MOUNTING HEIGHT 24' FOR NEW FIXTURES LSI LIGHTING 5" SQUARE POLE OR EQUAL 2e PRECAST CONC. BASE & FOUNDATION (4) MOM QITO AL BASE COM r_ PROAC110N SITE LIGHTING x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 O 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. ( IN FEET 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-29-04 GENERAL REVISIONS RLB 1 inch = 40 ft» IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY Numeric Summar Pro ecti All Pro ects Label 'Avo Max Min Av /P in Max/Mtn AREA 1,79 20.8 10.0 0.00 1010101 X I-- W W ry G7 I> Q I I SNJ 4504 Luminaire Schedwie Pro ecto Atl Pro ects S mbo Ct Label Arrangement Lumens LLF Description CTM-3-400-HPS-F Total Watts 457 15 A S J'GLE 50000 �.850 3 B C D180• B1800 50000 50000 0,950 0.850 CTM-3-400-HPS-F CTM-5-400-HPS-F 914 3 914 4 D SINGLE 50400 0. " "0 CTM-FT-400-HPS-F 457 4 E SINGLE 50000 0.850 CTM-3-400-F° S-F-HSS 1457 All 22' Poles to be mounted on concrete pedestals 2' above grade.. for a total mounting height of 24' . Maintained Foo- candle levels at grade.. using a .85 Total Light Loss Factor. LEGEND ® EXISTING IRON PIN o EXISTING MONVRENT ® DUMPS'(ER PAD PROPOSED RETAINING WALL ----•--- EXISTING PROPERTY LINE 0 EXISTING POLES OWNER /APPLICANT: CHURCH OF THE LIVING GOD 199 DEMING STREET MANCHESTER, CT 06040 TEL. (860) 648-0520 g Tel. 860.291.8755 lI�® Fax 860 291 8757 L��LiGHTrAG !t� 'L� „ IM ;Ir esi n1 w prof essionals, nine, DEYGN: KMl DRAWN.• RAM CHECKED.• GBS, ® civil engineers • planners surveyors landscape architects • gis • gps JOB No.. 449 IDATE.• i/30104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/1obs/449/449-/it1na. dwc APPROVED PLAdNING AND ZONING COMMISSION MANCHESTER, CONN. DATE: SIGNED: PREPARED FOR: �hUreh of the Living God n99 Deming Street South Co=ec'ficut kw 1-0�NER FLOOR PLAN 90A— x 5/52" = V-06 ti N cp �L cc !1. t o2f S,i a.. ~r O Q M 4) 4.,> i-40 Cc cz to Ina J to W w cc Q Z O w r m Q W (:i fY z J W— Z �(W WOf—CCU-j�Z QWZOW MF-TMW<W CIw(W~01t--WuLjjNr0 ZD WQ0000L0wMMEOaz t-o -wt -zZ=-LLMww0 O t- m O wOOMZamOOpQw-iO gU�-<nQza�OW—zs �zw-t=a0E-wr�F��', U—wuWoLLJot--w=nQIUQwO �0X 0-3(Lw W1:— 1 f-o?W <3:0.0zaa�aa QL 14 O w w w r SCALE JOB NO. 027-45.20 DRAWN TRG c v z W z m 0 A 1 -101 CHECKED DATE 25'-0' 02'-0' 132'-0' bb'-0' 2W-0' q'-0' IV-0' d5"f0 �,E 10 00 n ! i ! ! ! I- ! 1 I_ ! ql0. I Ld I I i W-0" • QA r b'-W '4b'-4" 2'-b' L b'-4' 66=0' 8=8' .11 b'-O' .11 Ib'-e sb. ►-l_R lk CHANGtN6 125 At. b. 160'3� k �-0• 641_�3. ,P�j�ORM ■■■■N■■■■■■■■ O■■■■ ■■■NON N■N■■ ■■■■■■■■■■■■■ MOON■ ■■■■■■■■■■■■■ NOON■ ■■■■■■■■■■■■■ NOON■ ■■■■■N■■■■■■■ NOON■ ■■■■■■ �i=fr'31 NOON■ ■■■■■■■■■■■■■ NOON■ ■■■■■■■■■■■ -- NMI ME NOON■ ■■■■■■■■■■■■■ NOON■ ■■■■■■■■■■■ NOON■ ■■■■■■■■■ NOON■ NOON■■■ NOON■ ■■N ■ NOON■ OEM '` ■■ NOON■ Li i dow . I 9b. 1 1 cv C4 71-0" 10'-6' 2'3' 10'-b` 2'3' IO'-b' W-0" F I R5T FLOOR PLAN qo,& --t 5/32" = V-O" T-0' hA >r 9 �A 25'-0' 1► �1� 1�- L . M■ I �4) 51 �~ °D E r a Ii � tD C) ea LU r= c, as � » tR d� v N m o0 to La La co ,�. otise L 00 Q La M CD lL 76 LJ z Z o Z m Q Q =two ;s� Z_ rcnTUl-aU-rz i� �pw�w�00 aww- OtwTr TUwQU wpO�7-OZOW: ZFL- QOlr93 Oow N � Z:Cc: UjrZOOTOr0E-OWQU F-CcrwQ�O�QW�mJ LL WwTpOZ I" OO n-7-ZTj. p?wcnF-�0rcc - OZ:EL 1UOr�T^-�U¢1v0 0(5m , -j (LWX-ww=Z �oz(Q�mo�<<w<< Z a A o z z omu !�. U- �3 w r LU w �O w z m U SCALE A5 NOTED JOB NO. 027.45.20 A-1 02 DRAWN TRG CHECKED DATE 05/03/04 bra a "boats &V#W , sari � r t d,l' flGZ: ,W •;:r • . SEcwoNr;) FLOOR PLAN 3/32" = V—O" � SHINr5L EIFS TO MATCH EXISTIP EAST ELEVATION, SGALE: 3/32" = I t-O" SOUTH ELEVATION SCAT E: 3l32" = 11-O" .r.. . -s- Z Q Z O w m m_ =wwujo z r-cn cnrcrc�-F-Z ZwJiy��azq�"woa0 aw�OmOaE-MZw29QW u9. oom2<zlq�awwpuwi owww�ccE-t-=wN�z� ~" O u!>-wm Sccc ~Oao-cZEQit�po�mcp zmOwZamZO=JO w0 O` w DUF- a? Ow Z=- Zw-F-:mo�=wF��~ � 002000�-<z�CC UQ�UO O��j�w��Oow=Z SwzwocmoOcOa�zO�o�-c-c -0 w< 3:(Loz¢¢cnaa 0 w w SCALE JOB NO. ®2'745aO 0 lu s- w Q z m 0 ff DRAWN T Ri CHECKED DATE E 01 W-1 li LINE OF FLOOR Np� p� THELEVATION SOM-Et 5/32" = I1_ o" n ,BEST ELEVATION, 50AL.E1 5/52" = 1'-O" SHIN61_E5 TO MATCH EXI571711S* EIFS TO MATCH EXISTING GOLM AND i'EXnvz ett 1 � � { e� �y �a `3 C j ° 0 cn,m 2-4 cn as=ts CD m 0. (04 Z O Z m ca Q zww0 —'w— Z P U)1-3:Lu3t Z zWQu-Opw L,~wza �4 Lij 00 � � t1� <C W ,goo a0 uiIa�Dpcwn �QmOO�0�0=tom= O w r rt - (L cc Q 1- 3: LOL m (j) w0O�ZO�mzOpQw�p UI- izmozw—ZS )zz�,=mOHQ�`� U—wUj(.Up�Q=N=j=000O 0(3 Jw4-wOUwZz t=-ozcQ�d00Z4Q(QQ � a I a 11 -7w (5 Q L--- uj ,' Z: J H w z m 1 If SCALE J4)6 NO. f O2g45.2O - +, BRAWN TR6 CHECKED s DATE I p