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HomeMy WebLinkAbout05-37P_COLONIAL POINT CHRISTIAN CHURCH SITE PLAN-SPECIAL EXCEPTION_CHAPEL ROADColonial Point CH R1 STIAN CHU RCH wal CHAPEL ROAD SOO UTH WINDSOO R epared by. �:t pr r� estgn ofesstonats, Inc. dvd eng1naers • plannars • surveyors landscape architects • CIS • CPS 16S South SatoNto Road South Windsor, CT 06074 ("0) 291-4755 FAX (4150) 29:-4737 72 Cedar Street Hartford, Cr 06106 (4160) 247-7200 FAX (960) 247-72" ADS+r Iwo erxEx LAW ) p6 IorD o � PAW DAM 0 «.arrf HENM oXe IL'h7P05i P aacu war p `i SITEHARWOM s„rowru SITE LOCATION MAP DESIGN PROFESSIONALS, INC. SCALE: 1"=2000' L� THESE DRAwIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, IWo, AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLIGANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTF!ER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE E)OMESS YMTTEN PERMISSION OF DESiGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE55 THEY HEAR THE OR1611RAL 516NATURE AND IMPRESSION SEAL. OF THE PROFESSIONAL ENGINEER OR SMVEYOR. ,NEIRING 0- studies www. VWoneerin gStudios.00m 5 Peter's Canyon Road Ste 330 Irvine, CA 92623 f Earth Design Associates, Ism r Censudtkq Ceoteehnkal 6 C000nvir n ontal Entimers; HydrogeokSlab 6 Envk*nmental Scientists Hartford, CT 06103 60 CNett Street, Suite 201 (660) 051-"02 FAX ($60) 251-" THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN! WAS COMPILED O NER: FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN vNORTH 3TAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE BAC.MURRAY FIELD SURVEY MAY DISCL 712 NORTH KINGG STREET ET `^ SOUTH WINDSOR, CT 06074 TO THE BEST OF MY WLEDGE _ AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT A� NOTED HEREON. TEL.. (860) 528-1927 12882 RICH RTEL LIC. No. u APPLICANT: COLONIAL POINT CHRIS11AN CHURCH 95 AVERY STREET MANCHESTER, CT 06040 TEL.. (860) 432-3511 FAX. (860) 432-3512 (C (OD T U -- N N "IS (C 8-4 RECEIVED JUN 2 9 2005 South WindsOl' INLAND WETLANDS AGENCY CONSERVATION COMMISSION 37 1 2 3 4 5 6 7 8-9 Ll —1-3 LP1—LP2 � Al —A6 MAP -BLOCK Lor N/F PROP. OWNER WITHIN 500' 7 3 BRIGGS MAYNARD W. RUTH 124 LONG HILL ROAD 7 4 THREE 59 BURNHAM STREET LLC 359 BURNHAM Sr, EAST HARTFORD, CT 06118 8 1 108 CHR/STOFORAK/S GEORGE & SOFIA 198 LEFOLL BLVD 8 2 109 MORRIS ROB£RT G. & BARBARA H. 200 LEFOLL BLVD 8 3 /to WOOLLETT ALLAN E. & £UZABETH L. 208 LEFOLL BLVD 8 4 ill DESAUTELS RONALD E. & R£NE£ 216 LEFOU BLVD 8 5 113 CARABASE CATHY ANY 5 BETTY DRIVE 8 6 112 PATEL PRAKASH d VARSHA 226 LEFOLL BLVD 8 7 118 OLDENBURG ROY E. & T/NA R. 223 LEFOLL BLVD 8 8 117 M/STRY RROZ DARA & PILOO FIROZ 231 LEFOLL BLVD 8 9 116 SCHEVY EDWARD A & DENISE C. 239 LEFOLL BLVD 8 10 154 YUSANICH JOHN R. & CARLA M. 247 LEFOLL BLVD 8 11 153 HUFF JOHN RICHARD & MAUREEN ANNE 28J LEFOLL BLVD 8 12 152 BEDNARZ MICHAEL J. & BARBARA L. 273 LEFOLL BLVD 8 13 115 GOSSE77 HARRY S. & ✓ENIFER S. 12 BETTY DRIVE 8 14 114 MOLOCKO LEO M. dt ELAINE S. 6 BETTY DRIVE 8 15 127 MACCHI FRANK J. & CHYLE M, 250 LEFOLL BLVD 8 16 128 RA/KEN BRUC£ J. & CATHERINE A. 258 LEFOLL BLVD 8 17 129 WILSON RICHARD F. & LAV/NA M. 264 LEFOLL BLVD 8 18 130 ChAIA SEA TRICE A. 270 LEFOLL BLVD 8 19 131 SMITH ANNA M. 171 MARGARET DRIVE 8 34 181 R4NGACHARI RAJAGOPALAN & B/NA 141 MARGARET DRIVE 8 35 133 MEDINA RAFAEL III & EVONYE J. 151 MARGARET DRIVE 8 36 132 LAUBERTE PAULA M, & KENN£TH A. 159 MARGARET DRIVE 8 37 1 CORREALE DEREK J. & REBECCA R. 15 RUGBY LANE 8 38 2 EVANS BERNARD E. & D/AN£ M. 23 RUGBY LANE 8 39 3 LAUGHLAN ✓AMES V. & BRIG/TT£ A. 31 RUGBY LANE 8 40 4 ABELL STANLEY W. & KAREN M. 45 RUGBY LAN£ 8 47 18 BATES WILUAM J. & KIM M. 40 RUGBY LAN£ 8 48 19 MUL11 AN STEPHEN A 28 RUGBY LANE 8 49 1 MOku,-iH MARION & LIS4 935 CHAPEL ROAD 8 52 CONP1. UGHT & POWER COMPANY PO BOX 270, HARTFORO, CT 06141-0270 8 60 MURRAY BARBARA C. 712 NORTH KING STREET 8 61 2 D£LYY DIANE G & OLSEN BRAN M. 785 CHAPEL ROAD 8 62 ROSA DEVISE A. & CHR/STOPHER 775 CHAPEL ROAD 8 64 1 ROME WIL41AM A & TAMPA L. 795 CHAPEL ROAD 8 65 3 ✓AMES ERWin" C. & SHARON M. 895 CHAPEL ROAD 8 66 2 MAKOL RAMAN & GEETA $15 CHAPEL ROAD 1590 151 MENOONCA MARIA C. & JOAO 201 MARGARET DRIVE 1591 150 PETR/ZZO MONICA A 209 MARGARET DRIVE 1594 119 GAGNON ROBERT G. & ✓UNE T. 215 LEFOLL BLVD 1595 120 GOODIN JOHN B. & UNDA A. 207 LEFOLL BLVD f5 96 121 PEASE SVSAN Y. 197 LEFOLL BLVD 1597 122 ROSCOE MICHAEL J. & HOLE VIRGINIA 185 LEFOLL 81VD 15 140 102 BR4ULT ✓OHN H. dr CLA/R£ M. 20 MARTY LANE 15 141 101 SEVIGNY JOHN A & LORR4INE T. 8 MARTY LANE 15 142 107 MANUCK ALEXANDER & ANN MARE 7 MARTY LANE 15 143 105 ADAMS RICHARD N. & PATRICIA A. 15 MARTY LANE 15 144 105 NIXON MARK W. & SALLY M. 21 MARTY LANE 15 145 104 _ VALENTE PAUUNO M. & JENNIFER M. 25 MARTY LANE Zoning Data Block ZONE: RR — RURAL RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED Min. Lot Area 40,000 s.f. 322,430 s.f. 7.40 ac. Min. Lot Width 175 ft. 1067.4 ft. Min. Lot Depth 200 ft. 267.0 ft. Max. Stories 2 1 /2 2 1 /2 max Max. Height/Feet 30 ft. 30 ft. max Max. Lot Coverage 10% 8.9%* (4.20%)** Max. Impervious Coverage 50% 48.7% Min. Front Yard 50 ft. 50.36 ft. Min. Rear Yard 50 ft. 71.36 ft.* Min. Side Yard 20 ft. 303.42 ft.* Buffer 50 ft. 50 ft. * FOR PHASE 2 (FULL BUILD OUT). ** FOR PHASE 1 PARKING REQUIREMENTS: 1 SPACE /3 SEATS PHASE 1 CAPACITY = 250 SEATS = 84 SPACE REQUIRED 136 SPACES PROVIDED = 1 SPACE/1.8 SEATS PHASE 2 CAPACITY = 500 SEATS = 167 SPACES REQUIRED 199 SPACES PROVIDED = 1 SPACE/2.5 SEATS SHEET INDEX COVER SHEET PROPERTY SURVEY PLOT PLAN — PHASE 1 PLOT PLAN -- PHASE 2 TOPOGRAPHIC PLAN -- PHASE TOPOGRAPHIC PLAN — PHASE SEDIMENTATION & EROSION CONTROL PLAN — PHASES 1 DETAILS LANDSCAPE PLAN & DETAILS LIGHTING PLANS ARCHITECTURAL PLANS 1 2 & 2 SERYER/J0851203©/2030-GOVER.DWG REV: &/24/05 DATE: MAY 31, 2005 SHEET 1 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUMITY PANEL NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, 2001. 4. TOTAL AREA OF PARCEL = 322,430f sq. ft. = 7.40 ac. MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1 "=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1"=40' DATE: JUNE 7, 1991 REV TO 6-92 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'S PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATE: 19 OCT., 1997 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"=40' OCTOBER 1987. KGB Nil, 113 $6 ZO�:1o0 g5 \c�N�I�S • 1p6. 1 CP "15"-RCP - --- - - - -r ' .. E:. r:ce,AlR�1.�..._ N64'31`24"W \ /L0 I� w C'4 K / Z w / 'i / , t 1 �i EX. REBAR ' 1.22' NORTH OFF I PROPERTY C'O,N1 R I `t 0 w ' A-=4'45'54" R=3967.21 �Gg110 5� 20� L=329.93 A=2'35'59" �, �, �F\;1°�' �SN��� - - - - _ - - T=165.06 -- -� - - - - - - - - - �G�-1�g�=�°em s _ = eex 6�- El/ � 6 F _ CHORO LENGTH=329.84 - ssl' 01� �'� 03 El Eog1�� sl'1°g9:beR=4027.3$ m 9) �� _-� - - _ - - - - - - - - - 2�°_SAN. SEWERS=0.1% CHORD BEARING=N67'�0, T= 91-38- z A� sf-WER r- - - - - -- - - - CHORD LENGTH=182.71 _ - - ---- CHORI)_BE-AF2fN�=�'15't- AP�1�-�� rL°6 r � _ .n+� n+ .�..+.� •�.+.�� - - ,� '"" "' \�� 5 �� N �- - - -- - _ - _ 26» W` h - '" - - - - -. - - - . ♦ t '7gr;'"' "r ter. EX, ON \� J<� 1�0 6 EX. MON °b '151 gE r •,, .... �... EX. MON ~ Y A=O'25'44" R=5087.00 L=38.08 T=19.04 ri'X r I le ` r r , 50' R.Y. _-•-4 1000, -OP e' 100, r'"'---11 EX. CHD ol r STATE OF CONNECTICUT EX, CND o tin 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. NO. I DATE DESCRIPTION ZONE RR -' -ZONE RR-0-.,-,.-..,._..._...-., ._.,....._. .._..-..-..._.. ♦ ``♦ r 50' R. Y. r t - - - - - - - - - ,r 04 CHAT LINK FENCE ♦ _ S65' 6'1 YE 1 EX. CH 1Ld r / � / j / z ' M01 A= 3'25' 41 " R=5099.00 L=305.07 T=152.58 CHORD LENGTH=305.02 CHORD BEARING=S64'41'20"E 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. By i RICHARD P. MARTEL 12882 LIC. No. EX. CHD / EX. CHD A-=0`17'46" R=4725.00 L=24.41 T=12.20 CHORD LENGTH=24.41 CHORD BEARING=S63'08'28"E ■ Tel. 860.291 8755 Fax 860.291 8757 0 20 N0 GRAPHi�; SCALE esign 40 (M > rof essionels, 1n' c. 1 inch = 40 ft~ 0 civil engineers • planners .surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 �OPE�Y SU�VE�Y DESIGN. DRAWN.• DUG CHECKED.• RPM JOB No.: 2030 DA TE: 117105 DRAWING NO.: /085 \203012030-SURV. DWG E RCP --aK�- 1 1 / / I ,1 w Cl) w s` x M\W - -- --Z�Z 0:O w Q O QrI t'.. U a F= c.> �0O O U r0� s� aalwV) Q� 1 IY Q O LO 9M21ER: BARBARA C. MURRAY 712 NORTH KING STREET SOUTH WINDSOR, CT 06074 TEL (860) 528-1927 I I l MON. 5' CHAIN 0NK APPUCANT: COLONIAL POINT CHRISTIAN CHURCH 95 AVERY STREET MANCHESTER, CT 06040 TEL. (860) 432-3511 FAX. 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ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUMITY PANEL NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, 2001. 4. TOTAL AREA OF PARCEL = 322,430t sq. ft. = 7.40 ac. MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1"=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1 "=40' DATE: JUNE 7, 1991 REV TO 6-92 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'S PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATA: 19 OCT., 1997 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1"=40' OCTOBER 1987. a= 4'45'54" R=3967.21 [��eft\L CGS EXISTING IRON PIN o EXISTING MONUMENT -e- EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE $� • • EXISTING SANITARY MANHOLE AND PIPE $ PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT EXISTING WATER MAIN AND HYDRANT ® DUMPSTER PAD PROPOSED SEDIMENTATION STRUCTURE a PROPOSED SANITARY CLEANOUT PROPOSED RETAINING WALL EXISTING PROPERTY LINE — — — — PROPOSED EASEMENT BOUNDARY T=165.06 _ - - - - - - - - - - - - CHORD LENGTH=329 84 R=4027 38 //� P a - - - - CHORD BEARING=N6T10'21 ,W — = 91.38 - - CI4ORII EENGTH=18 - - - - �- - - - `- -- - - - - - - - - - - - - - CHORD B-"FARING N ueSIC.AP RAMP EX. P,EBAR 1.22' NORTH OF PROPERTY CORNER A= 0'25' 44" - R=5087.00- L=38.08- T=19.04 -- - --- - - - - - - — "" if CHORD LENGTH=24.41 -CHORDLBE.ARING=S&4'41'20"E.. - - - - - - -CHORD J3EARfNG=563'0$;28"E _ - - - - - _._ - - - - - - - - - i o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m 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 6/27/05 TOWN COMMENTS MHA 12882 \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. i Tel. 860.291 8755 GRAPHIC SCALE ® Fax 860.291 8757 40 0 20 40 So e s n inc. nc. IN FM 1 inch = 40 ft. � civil engineers •planners •surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 OWNER:. BARBARA C. MURRAY 712 NORTH KING STREET SOUTH WINDSOR, CT 06074 TEL (860) 528-1927 F-PH�SE 1 DESIGN: RAM DRAWN.• RAM/MHA I CHECKED: RPM/G6 ✓oB No.: 2030 1 DATE 5-31-05 DRAWFNG NO.: JOBS \ 2030 � 2030-PLOT-PH1. DWG 6 CNp1N UNrl ...-. 'APELICANI COLONIAL POINT CHRISTIAN CHURCH 95 AVERY STREET MANCHESTER, CT 06040 TEL (860) 432-3511 FAX. (860) 432-3512 RESURVEY PREPARED FOR: COLONIAL POINT CHRIS'TIAN CHURCH C;HAPIE L ROAD 01l 11I�W 2i1I�l1_� CC011\mCTECUT SHEET 11 161 LEGEND NOTES: 0 EXISTING IRON PIN 17 EXISTING MONUMENT 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. -e- EXISTING UTILITY POLE _ =ffg-- = EXISTING CATCH BASIN AND PIPE 2, LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. PROPOSED CATCH BASIN AND PIPE 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN AS PER FIRM COMMUNITY PANEL PROPOSED STORM MANHOLE NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, 001. EXISTING SANITARY MANHOLE AND PIPE --Q-- PROPOSED SANITARY MANHOLE AND PIPE 4. TOTAL AREA OF PARCEL = 322,430f sq. ft. = 7.40 ' ac. PROPOSED WATER MAIN AND HYDRANT 5. THERE ARE NO WETLANDS ON SITE PER HIGHLANDS ILS, (JOHN IANNI). 6. BASEMENT FOOTING DRAINS TO BE EQUIPPED WITH S MP PUMP. _ _ _ EXISTING WATER MAIN AND HYDRANT -R.L.- ROOF LEADER 7. BASEMENT BATHROOMS TO BE EQUIPPED WITH SEWER EJECTOR PUMP. - S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN/SUMP PUMP DRAIN ® DUMPSTER PAD MAP REFERENCES: --AQ2 -- EXISTING CONTOUR 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CON FCTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN -�- PROPOSED CONTOUR OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIG WAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN xlJ�.00 EXISTING SPOT GRADE PROPOSED SPOT GRADE LINE NUMBER 132-07 SCALE 1"=80' DATE: 4-00 EET 3 & 4 OF 4. x114.00 � SURFACE DRAINAGE FLOW DIRECTION 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1 "=40' PROPOSED SEDIMENTATION STRUCTURE DATE: JUNE 7, 1991 REV TO 6-92 SHEET 4 OF 4 B A/N CONSULTING ENGINEERS o PROPOSED SANITARY CLEANOUT 3. MINOR SUBDIVISION OF DAVID'S PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN EXISTING TREELINE SCALE 1 "=40' DATE: 19 OCT., 1997 SHEET 3 OF 4 Y JAMES PAGGIOLI LAND SURVEYING, INC. PROPOSED TREELINE z EXISTING PROPERTY LINE � ¢� 4. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT - - - - PROPOSED EASEMENT BOUNDARY RECONSTRUCTION OF CHAPEL ROAD SCALE 1"=40' OC OBER 1987. I 4 W o .o A=4'45'54" s\oP R=3967.21nH WIRES OH WIRES - - - - - EG�11� �1 1� - �FM �N l l� C - - - HORD LENGTH=329.84 - 15' �� �3 No O 6 0=2'35'59" - _ " CHORD BEARING=N67' ' '> _ \N��I��1110lb�-I- Ec��12!I°�'6 Ge 95 oe55 6 66 R=4027.38 - - -- ---s>�N_�E�rERs- - - --- _---------��--_--_---_- _-__--=_-= 1�2$�o �Ce11�8 �09 5e - (�� - - _ -- ________--2 - -_----_------_--LO -.--------- �t� gyp- �' - \N�l -- \N %=91.38 _ ��SAN SEA= ,L1�O m x = _ _- -- - - - a- 18" RCP- 5 OH WIRES \N _ _ -CHORD LENGTH=182.�, = � H��� � - \ 5 � 9 1 5 RCP ` _ - - - CHORD BEA�ING�IE�-' -- ` r _ - `2 -- -� -� t _ - - - OH WIRfS - _ - 3\10. �6 �> EX. _ \N J`15'�> �s. BE SET N i _ ' - - - - - - - - - -- - -- -r E5 �h • NEW CAP RAMP _\ a�\� S 0 \ � :1 7. 1NV:108.96 { ) _ WIRE N _ / l .titi �° OH I16 'tilO ----- - - - - -- _ -- �� - _�- ��'- - 08.71 'EX. REBAR _ 1Q_ \N �O _ti1d� �' _ 111 S �'�n ++ + 001 yb EX MON ' Ij p PARKING SPACES J• N64'31 24 W F' 09 Ex. MON - � >x � ._.. �.. r ......�..r....� r.� �..a1�. N (� 1 . titit4 Q °p �° v� 9'X18' ('& ! v rn yg G�.15140 9. 16 - rs. ` ♦ - f N I a jI`SI IN SPACES , 115.50 _ _ fir- �► ' ' ♦ SRO, ` I ANDIC -116" .co ♦ ` Sp ` NN S 18X18' WITH 3 CHING 5 �_..---..................� �1111 tp j �15sa 18 LF ADs s o z" AD 1� g' Come. WALK , • s' conic. WALK a� •G o 115.75 116.00 115.60 x 115,10 Gg .p T`' 11k5k1 ,' I come. WAL3�\ � _ ..-� O 1 � `6 r ,Mutti-purpose t w '' ?� 3•G• 1 G •C9 / tt 1 y0G�o , ', 14.00 w ; r�i1 L Sports FIe1d5 titi ` ' I titi 15" ADS 5..1. �' \F'�:k1 \ ♦ ♦ 1 1ti5 V{II ecn 1 1 .00 1. 14.70 Q Q 1k r" a �eD I 115.80 ' 114 1 � -2 Ui > - t 8 O t 1 F z I Ib.00 i 00 �y° t v okl 4.85 *m �(p 1 0 �v i5 HG s , t� 114.0 / M W _ 1 0 ♦ ;11`11 titi 1 ` Qc • �00 • • i O \,OG' O o� ♦ ► 1 1 O 115.6 x tN� IS ,' y� ?�� yp N N Z vk"h{p \ t ,b$ t ,tiro9 114 o q O 11,112 Z O E�\S� N + r e AD WITH Shoo 5t�. Ft. / i' o \\ 1 el ti '� 15�0 `A ,V 9 TN IC -H ,' - W N A E g TC ' � y0 _ _ DmCCOfy} i e DETAIL) a �20 , , 0 2400 . t=t. 20 s ACE 16 8' ,' _ '' FP,ttb.d70 '♦ e'6+ e � O N � 128,4 U 15.00 0 ' Q i 2 400 r�0.• - Z t .o _ rk. � 0 � .-' 6 ? •G� / 1550 t , ' Covered \ q Glo oroorns i LJJ Patto N R iiA 1° 5 s 1• 3 I Z , ♦ �_ \ 1. �- C yMEEk S?Ofl Come. WALK 5q. Et-i -s __ _- ..._ {{{ o O TYPE, - E •�° I ��.�•G• o C] r G , 15. PD 1$ 1a90 , f3 5faces) G. . - ,' -' .' \ \\ �2p z�N 400 �,�1Dy5 I ! 50' R.Y. T?�11z5 ,- 1 n s< , 20 �`• G wn+x 1 1 - LIMIT 80 UPLAND REVIEW �� titi . 119 ^ CON QG8 `9' p p•JL w v> I tdN a { .... I 1 O) . �'ti a II titi ° ' BADS S•1 147G 114 t 90 ` _ SP - ' ♦ ` �:G' U TT � ' � � ' ' � 300 I.F 15: ?tD'S `L �- .� , - ,•11�`" a r t b� tx .ti'ti 5°•�, 2• 70 .50 2`�0 p(1.: . ° t titi titi SsO ?� E G" - •� ` \N t 1 ` QG8 G8 •G• 0 \ pDs CR s.13 51,15. 4 ,E;15o v �� . ,� o°a5 qte� ao�13 ti�2 115 k g �'♦I �p �e�12k'1 CHAT LINK FENCE 112 35110 112 11 \� '1O - ,.- O �► 5. 00 X. CHD Sfi51613 E LA. CHD �' ' �0 18" 4 $ R.Y. 120 :: t 1004 2k• R 5�2 Q ao°g°o $• a \ ,-- 1 y1P� ED -- o ,' 108 I06 ' \N�' _ N - \a,+ `056. Po5 \Q�►�; Mcp�� I-291 DETENTION 1 r - \------ �„� � , '11 , 10 t ; t .�°° J� 1. R 1 BASIN / ',y .`" !-' � 0 DU51' UNLESS 112 � � �\ a, S*0. �ll.�p•(\d��p,`p' INOU / 112.18 1z / ' UN t3 OTHER S GµBRim _ P MULCH OR STON 112 t 6 112,18 110 112, titi L _ �1CR�Rp? °� MON. MON. FENCE I ` 10 5 CHAIN LINK 62 24" RCP - _ _ / ♦ ` / \ EX. CHD)Xt Gi, -\ Cv\' R GCE ' GRASS llg EX. CHD EX, CHD �_ l i i EX. REBAR I ' �, , �' / .r 0.2220"E N/F ."'18„ RC / *6 5.5 _ ro 1.22' NORTH OF/ , �+ r f :,o °�O \0�02 r GONG�32 - PROPERTY CORNER PED TR1AN CROSS-wAUt STATE OF CONNECTICUT _ _ _ _ _ _ _ _ _ _ _ _ _ „ _ _ _ _ _ _ _ _ _ _ _ _ 2' GRASS DITCH -+ - , g- f < EX. CHD STRII'ING (TYP•i - - - - - - - - - - - R=509 t1=10 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -'i- ` R=5099.00 FE:1 os 8� R=4725.00 L=305.07 L=24.41 .Q0. T=152.58 CHORD LENGTH=305.02 T=12.20 0 I t a=O'25'44" - - - - - - -CHORD-BEAR1-NG- S6-4'41'24"� - - - - - - - CHORD LENG H=24.4 �2 II R=5087.00 - - - - - - - - - -- - - `- - CHORD -BEARING=-S6 .08_28_'E- - - - - - - - - - - - I t � I T=19.04 _ - - I - - - - - - - - - - - - - - - - APPLICANT. OMEN COLONIAL POINT CHRISTIAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL (860) 432-3511 TEL. (860) 528-1927 FAX. (860) 432-3512 z-� < 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Tel. 860.291 8755 RESURVEY PREPARED FOR: SHEET o JI 0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN U ®tI"'�11�f'QWU' IRC PLAN Z THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ® Fax 860.291 8757 COLONIAL POINT m INFORMATION. ALL EXISTING UTILITIES SHOULD AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 4o GRAPHIC SCALE �S0 - w PHASE I 40 so BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 5 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ■ 0����������' ���. CHRIS'TIAN HLT H BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. DESIGN.- RAM DRAWN.• RAM/M NECKED.• RPM/GBS CHAPEL ROAD (IN �) ® civil engineers •planners •surveyors - CONSTRUCTION. landscape architects gis • gps 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 6/24/0$ Town Comments GBS 128$2 1 inch = 40 ft. JOB ND.: 2030 DATE.• 5-31-05®lU`1T� �IIS1Q1�118� tC®I�II�IU� IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS 2030 2030-TOPO-PHI.DWG OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA Td DESCRIPTION BY s U LEGEND NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HE EON. 2. LOCATION OF DEPICTED ZONE LiNE IS APPROXIMATE. 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED FO BE OUTSIDE 500--YEAR FLOOD PLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, r 001. 4. TOTAL AREA OF PARCEL = 322,430± sq. ft. = 7.40ac. 5. THERE ARE NO WETLANDS ON SITE PER 9 6. BASEMENT TO BE EQUIPPED WITH SUP PUMP. 7. BASEMENT BATHROOMS TO BE EQUIPPED WITH SEWEf EJECTOR PUMP. MAP REFERENCES: t 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CON�ECTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIG14. WAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1"=80' DATE: 4-00 HEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUT 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1"=40' DATE: JI'NE 7, 1991 REV TO 6-92 SHEET 4 OF 4 Bly A/N CONSULTING ENGINEERS ' N 7 CHAPEL ROAD SOUTH WINOSOR CONN TOPOGRAPHIC &CONSERVATION PLAN 0 I EXISTING IRON PIN o EXISTING MONUMENT e- EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE PROPOSED SANITARY MANHOLE AND PIPE �o PROPOSED WATER MAiN AND HYDRANT EXISTING WATER MAIN AND HYDRANT -R.L.- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F -FOUNDATION DRAIN ® DUMPSTER PAD --1.1Q• -- EXISTING CONTOUR --[ED- PROPOSED CONTOUR x114.00 EXISTING SPOT GRADE x114.00 PROPOSED SPOT GRADE 4= SURFACE DRAINAGE FLOW DIRECTION PROPOSED SEDIMENTATION STRUCTURE O PROPOSED SANITARY CLEANOUT EXISTING TREE 3. MINOR SUBDIVISION OF DAVID S PLACE 0 95 LNE .may-Z z_ SCALE 1"=40' DATE: 19 OCT., 1997 SHEET 3 OF 4 Y JAMES PAGGIOLI LAND SURVEYING, INC. PROPOSED TREELINE �� Q ----- EXISTING PROPERTY LINE 4. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQ TIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT - - - - PROPOSED EASEMENT BOUNDARY d RECONSTRUCTION OF CHAPEL ROAD SCALE 1 '=40 OCTOBER 1987. X W N 6 �i 14 A--4'45' 54" ga a R=3967.21 E5 16 !k3 S �('•oH WIRES M OH WIR S - - - - - - - - - - - - - - - - EG�-10 �a CA w _ _ - - - CHORD LENGTH=329.84 , a_ �.11�5$ E ;NN 5 (�i - ' �FL•'�o0��2� c x�o a 5 ,� EG �5 0 �0 rob R=4027.38 a _ - _ - - - - - - _ _ - - _ _ = =.- - CHORD BEARING_ N67=1 = _ E 01\Z 8 6 G8 29 �0 0 0 9 6 - -2- SAN.__SEYVERS�017- - - - - - �F'�`�5�F•��avAo$ 1 Sl; 09 _ �f4 - - -`-__ -------------- - - 5 OH WIRES \N - =91.38 - .... .. d \N 18" RCP --CHORD CENGiH-182. = -- ��� -� x. .- i 5 - -�fit- - - 1 RCP - - - - CHORD BEARILLG1 - - -- - \" COA r- \ ON r EX. r �N`I "E�' t.P. T ty--2'7- S'AN.f'=0�1 0 1NEW HA ICAP RAMP-_� .o. r^ BE I �� 1 �N Z INV:108.96(TY )HWI _. - - - - - - - - _ 208.71 --� 116.0 l ., .' EX. REBAR - _ _ '(F�;�O , u � 113• SA SN�� N64 31 24 W „d_ r �4' ,�Og' EX. MON --• po b o� EX MON k p. \ Y PACES �p 0 X �w.O p PARKING S i ro h 9'X18' (TYP.) 6. X 16.00 0 ` N1'y\00 i g 115.50 � � s SF'• .1 t<115.80 i � r a RKING SPACES I il550_ - QLL� ► ' i 6k rr - --11fa r °� Pp5 030e 'pp o \ ISO O HANDICA WITH TCHING ^--�- {Q 1Qy00 t 15 �' i F 15 . N 15'Xi8' 3 F.Y�' . F 1• 1�5 \ 20 r r _ 't0 610 6�'' 1 4. ` � \ ��_ �1A' \2 ,• 50 � � 10 \N�" i ,' , ' ' � � -_ gF'•yJ 1 ` ` ( 110 a6 \ �Q• o F ,_0 Oq QG S .. 0 !1 r / i r r r 65zQ O 1 p \ C .� \\ 3 'O+ r r 50' F. . i T / 4� 1 UO r ` G k \ ` ` 11 S 60 \ 18 LF '"' ADS } 8 t F 15" ADS 115Ir CONC, WALK 15.64 0 � ` t p � \ �$° O � � ,_ _ � g' CONC. WALK Q "G 1 i' r' t �o t F 1 CONC. VdALKi x115.75 x116,00 _�115.60 x x]15,10 \ ,QGg „G ° �PSE \ O a PG0 •.c' t G „� ,' �16,00 ��•+,�.�gG i \ � �o Q,I 1S.�p ••� /Klulti-p,,Irpose � w N ft F % y h' 2 r i i 1550 4/ G Y p 13'i spaces SP _ t "l N r r 1QE Op ADS Q 50 i i ° / PftaSe I a Ort5 Fields 114.00 x t W m W Green Q o {5 HG ypocea) 11� > u? ovtj Q i 8� LF }5' \N 1 .00 14.70 n Phase I / _�--__ Cf� \ i �. .y �� o-�J x a. PG 1 •�G '� a �I SPaaces) x115.80 , / ;n U) ',a � M o G (n ; FF:IIb.00 ti4 o h° 1 z 4.85 f i tpF 1� o v (5 HG 5p , x114.0 S80 t�? N f M �W �� !> 0 iN1`\ 0�� {{ O Z QKD�;c��' I i I lla i ton WorShl ` t �a i �o 11a. ° 9 n titi t \ ,2 ,o . �ti3. 13• I - ---� - Z Z ! , 7 �� p \ 1 � v l � v x115,5 � X A !J^ � r � ,.. QG 0 Q N ?- �► _ Ft. r , / i x i I $p0 A CES IBL H Ic P t .'�• \ ,. . ' 1 VAN - M °iq ' iz�{$ 5.600 Scl. r r S i Gh e Ft. \ V N 'X 8' 9TH R S-H T� , 15,6 I3 � W � W o. _ r = r t / a 2,400� 52 ACE 16 �o r `0 t 1 Q 0 / xI18.20 0`'S' ' r r + i� _ " ` r 00 x FF:116.b0 s� , r I ,9S N r 115• p , 1 r \ \ , ;118,40 tih Ip C z 11� r t t i <� • �°l llS,c� J / W _----1 / ,o t i-�• a� � r ca5 r Lot;�" / , covered -116 ` �ti s 30 115 \5 6p% 1 . •yd` iz QOFS ° 00 Q Z �H r Potto ZON R 1g. Glassroow5 Z , I . s_ s \ ' I•.1. CONC.. V,I t<Et 57OP 11-' " LONG Y261 lL T.0 , o O i 5 aces o F pt>cne tl , r - 0 k QG N U O I 1 r" 1 `1° 6 p - ZONE N E l 11 NAVE BITUMINOUS CU O IED. 0 • G TYP.) 3 r'r r \ 114. ' ALC">rA �MENT Si?GFS 2, , a r U_ 1 1 < ton r \ o \ �eE 50 = 0 1 , , r; �1\ , (3 H Spaces) c , r ' • \ \ `L ZF \ 109y R.Y. UNLESS OTHERWISE NOTED. A 11\. 25tl ►� IvS x LIMIT 80'U9; r Q ro° -�wZQ V U \5 \Y 0 LF15114 20`1300 LF i.`%fC9 S=_.50 ADS 5= 0 � E 'c o t� l4.oa x213S8 �� �� , 5 O O x 13.50 t N r'� ° . ° / / l ` 1p� �ti� +tit r r - - - 05pq, QGg 2� _ _ x 13.70 x112•`�0 \ T 111oa\h -- r-�F•.1� �05° s � � �F' ,spa. y`18 x112�� 1oa• ot,2 'CHAT LINK FENCE o. _..._�s....._._._._ , S LF., A.00% N 112 i13 "e s- ,' A. � .. _ � ..._ S65'16 E ,' , o - ----- // 'N , r r B J 1pa• 1 8 IOC, 108 1 106 4 __4 �1GG�Z V'J0 00 1 1-291 DETENTION BASIN ! i 6F . t EDG TO CfjBRIN / DUST UNLESS \ Q+ 120 UJLESB 07HERW� N >'112.1 COD - P MULCH OR STON 1112 x112.18 E�'ZP MOH. ! , , 110 x112. x11 •� L 1 `\ ` �QR p MOH. 4N LINK FENCE %5' RCP CH A EX. CHiD EX. Ci'D 1 EX. CH/D) X10I`�62 �ER� 2- - 4--= I r �1�Cf 1 / ��G1,5 RC'C'� ----' 5.5' GRASS C}iAI�INEI�- EX. REBAR - 0 22 2O E N/F e _ - - 1.22' NORTH OF/ ' STATE OF CONNECTICUT' .- 18" Rc�E e p _ _ J - ` PED TRIAN CROSS -WALK 2' GRASS DITCH --► f % o�qO <�05`�2�' - - - w-- - PROPERTY CORI'ER ` --- ---- ---- __-- -_ r� G0.N05' EX. CHD STRI ING (TYP.)--=-----_---- '------- _ R=5099.00 R=4725.00 _ FE-108 ,! L=305.07 L=24.41 T=152.58 I , CHORD LENGTH=305.02 T=12.20 A--0'25'44" CHORD LENG H=24.4 _� I I R=5087.00 ----------------- --- - -- CHDRLZBEARING=S�4''" 4120E_-------CHORD BEARING=-S6 08;28'E___.-------- II L=38.08 - -- ------------ _ T=19.04 - - - - - - - II [APPLICANT: 1 OWNER: COLONIAL POINT CHRISTIAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 ono 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY j REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Tel. 860.291 8755 � (�//��j1J�(� � /�M RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN Fax 860.291 8757 T(M0 PM PLSI�NJ INFORMATION. ALL EXISTING UTILITIES SHOULD + THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE -� COLONIAL POINT m AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. ���+v ���� CHRISTIAN CHURCH BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 p z0 40 80 �,� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD rof�ssi�n�l� �® ■� i[`11 BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. DESIGN.•RAM DRAWN.•RAM I CHECKED: RPM GBS CONSTRUCTION. ® g planners surveyors 1 6/24/05 Town Comments GBS 12882 1 Cil --Q} ft. � Civil engineers • / ������ ���� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE landscape architects • gis • gps JOB ND.: 2030 DATE 02-08-05 9 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J065\2030`2030-TOPO.DWG SOUTH DSO O� ICUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY Test Pit No. 1 From To Description 0" 13" Topsoil & leaf litter 13" 26" Coarse sandy loam subsoil, orangish, firm in place 26" 90" Reddish well graded sand, very loose Depth to Ledge: N/A Depth Water. N/A Depth the Mottling: N/A Roots to: 26" Test Pit No. 2 From To Description 0" 1" Leaf litter 1" 11" Orangish brown sandy loam 11" 74" Pinkish orange fine sand 74" 94" Coarse pinkish sand Depth to Ledge: N/A Depth Water. N/A Depth the Mottling: N/A Roots to: 11" Total depth: 94" Test Pit No. 3 From To Description 0" 10" Topsoil 10" 16" Pinkish brown sandy loam 16" 19" Orange sandy loam w/mottles 19" 22" Buried topsoil layer 22" 29" Pinkish brown silty sand w/mottles 29" 65" Grayish brown sandy loam w/cobbles 65" 103" Orangish fine sandy loam Depth to Ledge: N/A Depth Water: N/A Depth the Mottling: 16" distinct orange line Roots to: 65" Total depth: 103" F AN it -TRACK PAD1 I6"-2" STONE OVER I I FILTER FABRIC ( 1 L — _ LSEE DETAIL)J I J Q 7 / 0 i / J _J I ` � I � I I / I /I I / / - i i EX. REBAR 1.22' NORTH OF/ ` i'ROFERTl' COR1JER z 1 11 II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 INVAt Tr' UNLESS IT BEARS THE IMPRESSI:N SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. Test Pit No. 4 From To Description 0" 14" Reddish sandy loam 14" 17" Reddish silty loom w/orange mottles 17" 19" Brown silty loam 19" 22" Mulch/wood chips (wet) 22" 27" Dark brown silty loam, transitions to light brown 27" 30" Light brown sandy loam 30" 36" Reddish medium sand w/cobbles 36" 40" Buried topsoil layer Q. 58" Orangish sandy loa; I 58" 84" Well graded reddish sand Depth to Ledge: N/A Depth Water. Seepage at 84", some seepage at wood chip/mulch layer Depth the Mottling: 14" (associated with saturated wood chip layer) Test Pit No. 5 From To Description 0" 9" Topsoil 9" 15" Firm orarsj-h brown sandy loam 15" 18" Orangish sandy loam, firm in place 18" 97" Pinkish well graded sand Depth to Ledge: N/A Depth Water. Seepage at 88" Depth the Mottling: N/A - possible at 36" (striations in sand layer) Total depth: 97" Test Pit No. 6 From To Description 0" 5" Topsoil & leaf litter 5" 18" Orange sandy loam 18" 29" Dark brown silt - possible buried topsoil layer 29" 34" Gray sandy silt w/mottles 34" 42" Dark brown silt - possible buried topsoil layer Depth to Ledge: N/A Depth Water: Seepage at 32" Depth the Mottling: 29" (gray layer) Roots to: 42" Total depth: 48" (water filled to 42") 113 '\04' S G0 05 06 55No SOILS EsA - WELL DRAINED ENFIELD SILT LOAM, 0-3% SLOPES, MODERATELY PERMEABLE HIGH MOISTURE HOLDING CAPACITY, VERY FRIABLE, MINIMUM RISK OF EROSION My6 - WELL DRAINED MFRRIMAC SANDY LOAM, 3-8% SLOPES, RAPIDLY PERMEABLE MODERATE MOISTURE HOLDING CAPACITY, HIGHER RUNOFF SsA — MODERATELY WELL DRAINED SUDBURY FINE SANDY LOAM, 0-3% SLOPES, RAPIDLY PERMEABLE WLIB — EXCESSIVELY DRAINED WINDSOR LOAMY COARSE SAND, 0-3% SLOPES, VERY RAPIDLY PERMEABLE, LOW WATER HOLDING CAPACITY, DROUGHTY SUBJECT TO WIND EROSION NOTE: SOIL NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE. LEGEND O EXISTING IRON PIN ❑ EXISTING MONUMENT SILT FENCE TEMP. SEDIMENT BASIN (SEE DETAIL) SOILS ® TEST PIT 666 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUMITY PANEL NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, 2001. 4. TOTAL AREA OF PARCEL = 322,430t sq. ft. = 7.40 cc. MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1"=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1"=40' DATE: JUNE 7, 1991 REV TO 6-92 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'S PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATE: 19 OCT., 1997 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1 "=40' OCTOBER 1987. EX. CHD EX. CHD) I/ (i 18" RCfE ------ -- - ----- -2' GRASS DITCH - --------------------- ------------- - -_ -- -r FE:10815�8� _ _ 1 1 Q 1 I U 1 1 it 1 1 — — — — — — — — — — — — — — — — — — — — — — — I 1 1 REVISIONS THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 40 0 20 40 so EROSION CONTROL ONLY, AND IS NOT TO mmmw 2 6/28/0S TEST PIT LOCATIONS GBS ( IN FEET ) 1 6/27/05, TOWN COMMENTS MHA BE USED FOR UTILITIES CONSTRUCTION. 1 inch = 40 ft. NO. DA TEI I DESCRIP77ON BY Tel. 860.291 8755 0 Fax 860.291 8757 esign rofessionals, Inc. ■ civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 r ANTI -TRACK PAD1 16"-2" STONE OVER I I FILTER FABRIC F 1 �VUIlWLSllV�li,1��DUV o EIR0890H %'01;'ONTROL [LAN DESIGN: RAM DRAW- RAM I CHECKED. • RLB, ✓oe No.: 2030 DA iE.• 02-08-05 DRAWING No.: 2030-ES.DWG u) If) Lli � < 4M ``Z M L `zoo Z _ - r V O h � U _ U -�: Z uO o - f- O I �Q W V- U U) ` _ Q U.) � V I � i 1i 1 - t� 5 CHAI1 1 .' - 5.5' GRASS_ APPLICANT: COLONIAL POINT CHRISTiAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH' KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL. (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 PREPARED FOR: COLONIAL POINT CHRIS'TIAN CHURCH CHAPEL ROAD �s� l 1 I I \ �. 1 \ hl � �s> I'� • CONMCTUCUT t r —i— SHEET fi 41, Narrative: sedimentation and Erosion Control Plan Introduction: The site is located on Chapel Road in South Windsor, Connecticut, and contains a total of 7.40 Acres. The site is presently half wooded with grades ranging from 3 to 14% and half meadow with flatter grades. in the 1960's, the site was used as a tree farm. Since that time, the site has remain undeveloped, In the 1990's, the site was used as a storage area for stockpiled materials used in the construction of Interstate 291 to the south of the site. A State of Connecticut highway detention basin is located directly to the south of the rear property line. There are no wetlands on the site, per soils scientist John lonni of Highland Soils, LLC. Approximately 0.0 acres of disturbonce is proposed. Proposed Deve!•;pment: The proposed development consists of the construction of a church with associated parking and access drives. A water quality/detention basin will be constructed at the rear of the property to treat the runoff from the proposed development and to detain the increase in runoff before entering the existing state-owned detention basin. The basin will also serve as an aesthetic feature of the park -like church grounds. For additional details on the storm drainage design, see the Stormwater Management Plan. No wetlands or regulated area will be disturbed by the construction proposed on the site. Thr. major erosion control concern on the project is for the protection of the adjacent residential properties and of Interstate 1-291 from sediment loads resulting from additional impervious runoff. Erosion Control fencing is expected to be sufficient to protect the adjacent properties from construction activities. The water quality/detention basin will be used as a sediment basin during construction and will serve to detain the runoff before its eventual discharge into the highway basin. The site will be stabilized as quickly as feasible during the construction process. Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the proposed design. These measures include the following: 1. Installation of silt fence downslope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Use of the water quality/detention basin during construction as a sediment basin. 4. Seeding and mulching disturbed areas as soon as practical during construction. 5. Limiting the areas of disturbance during construction 6. Installation of construction entrance pads, and sweeping of roadways as needed. 7. Maintenance of the above measures. The Maintenance schedule and requirements for the measures are listed below. The requirements stated are a summary of the requirements per the State Erosion Control Manual. The contractor will be required to meet all requirements of the State Manual. Silt Fence: Inspect a minimum of once per week and within 24 hours of the e,od of a storm with a rainfall amount of 0.5" or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits when .sediment reaches approximately one half of height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Temporary Sediment Basin: Inspect the temporary sediment basin at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to determine condition in the basin. Clean the sediment basin of sediments when sediment accumulation exceeds one half of the wet storage capacity for the basin or when the depth of available pool is reduced to 18 inches, whichever is achieved first. Sediment levels shall be marked within the sediment storage areas by stakes or other means showing the threshold elevations for sediment cleanout. Prior to removal of sediment, dewater basin avoiding discharge of sediment into any watercourse. Dispose of sediment by spreading in an area outside of wetlands and upland review areas. Place silt fence around the spread sediment, and seed. The erosion/sedimentation control plan is contained within the design plans and details. Permanent Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water Basin 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. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/'or debris. The riprap shall be reshaped and replenished as required. Catch Basins: The catch basins shall be inspected at a minimum bi-annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The street shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure: The water quality/detention basin outlet shall be inspected annually, and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The riprap at the discharge shall be rearranged and replenished as needed. All silt and debris shall be disposed of at a suitable location. Water Quality/Detention Basin: The water quality/detention basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin shall be removed. The spillway shall also be inspected after any flow passes through it. The riprop shall be rearranged and added to as required to maintain the design as per the design plans. Any erosion or other problems that may affect the proper operation of the water quality basin shall be repaired promptly. The project will require Inland Wetlands/Conservation Commission approval (due to the area of disturbance) and Planning and Zoning Commission approval from the Town of South Windsor, Connecticut prior to construction. The maintenance of the permanent measures will be the responsibility of the property owners. The contact for emergencies during construction shall be the applicant's representative (To be noted on final plans prior to construction). SEDIMENTATION AND -EROSIONCONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY, 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROP`_i2 OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7, AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED NTH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. B. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3.1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE NTH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FI ,SEEDiNG SCHEDULE: PERMANENT VEGETATION COVER (SEE LANDSCAPE PLAN) TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 1007. APPLY ONE POUND PER 1,00 SQ. FT. OR 40 POUNTS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR 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. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE ''ONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 816" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 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; NONPUTRESCiBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESCIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1 800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON CHAPEL ROAD WHEN NECESSARY TO PREVENT DUST BUILD UP. Construction Sequence Colonial Point Christian Church Chapel Road, South Windsor 1. Coordinate all work with Town of South Windsor staff. Prior to the start of construction, the contractor and the owner shall have a pre - construction meeting with the Town of South Windsor; all construction to conform to Town of South Windsor standards and specifications. 2. The contractor shall obtain all required permits prior to construction. 3. The surveyor shall stake -out the limits of clearing and grubbing. 4. The contractor shall coordinate with the proper agencies for relocation of any utilities or signs. 5. Existing utilities as depicted on these plans are taken from available information. The contractor is to have existing utilities field verified prior to construction and is to take necessary measures to ensure adequate protection of existing utilities during construction. Before excavating, contact "Call Before You Dig" at 1-800-922-4455. 6. install tree protection for trees to be saved. 7. Install erosion and sedimentation control measures at limits of clearing and grubbing. Contact Town for inspection. Maintain all control measures as contruction progresses. 8. Remove and store existing trees to be saved from areas to be disturbed. 9. Remove topsoil from areas of disturbance and stockpi:. in the locations as shown on the plans. Ring soil stockpiles with silt fence immediately after creation. Establish vegetation on soil that is to be stockpiled for longer than 30 days. Refer to seeding schedule for vegetative cover of disturbed areas. 10. Clear and grub detention basin area, strip topsoil. Excavate detention basin area to approximate size and depth. New detention basin to be used as sediment basin during construction. Temporary seed with rye grass. 11. Construct water quality/detention basin outlet structure as shown on the plans, prior to construction of storm drainage system. No stormwater shall be discharged to the basin until the basin is stabilized with loc.- and seed, or erosion control mattings. 12. Clear and grub access drive and parking areas. 13. Strip topsoil from roadway areas. Pile topsoil downslope of roadway and use as berms to control runoff. Grade to drain to temporary sediment basins. Coordinate work with Town Wetlands Agent. 14. Cut and fill to bring roadway to final subgrade elevation. Immediately stabilize sloped areas with hay mulch or by hydroseeding. 15. Install utilities and drainage system. 16. Install base and compact. 17. Upon stabilization of basin bottom and sideslopes either via iram, seed and fabric matting or via installation of sod, stormwater may be discharged to basin. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 18. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sadden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will grassed except as shown on the landscaping plan. 19. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 20. The first course of pavement to be installed as early as possible during the construction process. 21. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 22. After all site work is completed, including spreading of topsoil and seeding, the contractor shall clean any silt or debris from all structures and pipes. Pipes shall be cleaned by water -jetting as needed and catch basin sumps shall be cleaned by manual extraction or suction lines as needed. 23. Final clearing of erosion and sedimentation controls and storm drain structures. 24. Remove tree protection and temporary erosion control measures. Estimated start date for construction - Fall 2005 Estimated completion date for Phase I -- Fall 2006 Estimated completion date for Phase 11 - To Be Determined N.T.S. TEMPORARY SILTATION BASIN OUTLET z j' 1. UNLESS OTHERWISE NO onu TED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE r. 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. NO. DATE DESCRIPTION BY 1. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. u PACKED STRAW 13 PLAN VIEW 3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER. 6" RISER - COMPACTED BACKFILL iAW BALE 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. �-BINDING WIRE OR TWINE AKE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS 111E iI SHOWN ON THE UPHILL SIDE ` OF THE BARRIER TO PRE- ll( t lit VENT PIPING. I�r111dP�ll k-11I'l11}il � ril I IJ',H1dNJ Idpl I9�pill ° II'0 II�'il U BOTTOM OF DRAINAGE WAY PLAN VIEW B W-rLI BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION N.T.S. (SLOTTED PiPE) TO BE WRAPPED WITH LAYERS OF MIRAFI FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR MESH TEMP. SEDIMENU BASIN 3/8" PEA STONE AROUND PIPE WRAP GRATING FILTER FABRIC% DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN NTS CB GRATE FILTER FABRIC --� -� FILTER SUBGRADE FABRIC CB TOP NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH P11 E. CATCH BASIN GRATE SEDIMENTATION CONTROL N. T. S. EARTH OR STONE ANCHOR PILE SUBGRADE DRIVEWAY TYPICAL STAPLES NO. 8 Gauge Wire n � Bury top end of the blanket or anchor per Manufacturers requirements. Overlap blanket strips. Install staples or other anchoring devices per Manufacturers requirements. Install staples or other anchoring devices along outside edge per Manufacturers requirements. Install blanket in good contact with ground. Install on all slopes 2i1 or greater. / ,,toe of slope Notes Erosion control blanket shall be Installed on disturbed slopes equal to or steeper than 211 or as required within the detention basin. TYPICAL CROSS-SECTION OF SIDESLOPE WITH EROSION CONTROL BLANKET 10 ANGLE POSTSLPOI 1. SET POSTS AND 2. STAPLE THE SILT EXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPEUPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. F_ 12° MIN. - 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. BACKFILL COMPACTED� CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. BITUMINOUS CURB N.T.S. 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL THRU STREET ANTi-TRACKING APRON N.T.S. Tel. 860.291 8755 Fax 860.291 8757 esign rofessionals, inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 EDGE OF PAVEMENT ©9AGO I`LS; OUTLET SPLASH PAD N. T. S. LAWN CROSS -COUNT TOPSOIL & SOD OR SEED - STREETS NATIVE BACKFILL SHALL NOT CONTAIN ASHES, of ° 71 p ""'CINDERS, SHELL, FROZEN '' MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 27IN MAXIMUM DIMENSION r BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION N.T.S. (SLOTTED PiPE) TO BE WRAPPED WITH LAYERS OF MIRAFI FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR MESH TEMP. SEDIMENU BASIN 3/8" PEA STONE AROUND PIPE WRAP GRATING FILTER FABRIC% DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN NTS CB GRATE FILTER FABRIC --� -� FILTER SUBGRADE FABRIC CB TOP NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH P11 E. CATCH BASIN GRATE SEDIMENTATION CONTROL N. T. S. EARTH OR STONE ANCHOR PILE SUBGRADE DRIVEWAY TYPICAL STAPLES NO. 8 Gauge Wire n � Bury top end of the blanket or anchor per Manufacturers requirements. Overlap blanket strips. Install staples or other anchoring devices per Manufacturers requirements. Install staples or other anchoring devices along outside edge per Manufacturers requirements. Install blanket in good contact with ground. Install on all slopes 2i1 or greater. / ,,toe of slope Notes Erosion control blanket shall be Installed on disturbed slopes equal to or steeper than 211 or as required within the detention basin. TYPICAL CROSS-SECTION OF SIDESLOPE WITH EROSION CONTROL BLANKET 10 ANGLE POSTSLPOI 1. SET POSTS AND 2. STAPLE THE SILT EXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPEUPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. F_ 12° MIN. - 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. BACKFILL COMPACTED� CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. BITUMINOUS CURB N.T.S. 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL THRU STREET ANTi-TRACKING APRON N.T.S. Tel. 860.291 8755 Fax 860.291 8757 esign rofessionals, inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 EDGE OF PAVEMENT ©9AGO I`LS; OUTLET SPLASH PAD N. T. S. LAWN CROSS -COUNT TOPSOIL & SOD OR SEED - STREETS NATIVE BACKFILL SHALL NOT CONTAIN ASHES, of ° 71 p ""'CINDERS, SHELL, FROZEN '' MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 27IN MAXIMUM DIMENSION r CAUTION TAPE ° SCREENED SAND CABLE, AS SPECIFIED �',•.`.'`,•, � NOTE: COORDINATE WITH ELECTRICAL DRAWINGS. ELECTRICAL TRENCH N.T.S. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 48" 7 MIN. �de . 12" MIN. • • . ; 67,1 MIN. BASE AND PAVEMENT PER PAVEMENT DETAIL. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. "----SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8" DUCTILE IRON PIPE I ' SECTION WATER MAIN TRENCH SECTION NOT TO SCALE 12' �1 4" PROCESSED AGGREGATE BASE -1 6" MIN. ROLLED GRAVEL BASE OVER PREPARED SUBGRADE (COMPACTED) MEET GRADATION OF M2.06 GRADING B POINT OF APPLICATION OF GRADE �' o•• 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND 1-1//2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS IF PAVING IS DONE AFTER OCT 15 OR BEFORE APRIL 15 2" OF BINDER COURSE SHALL BE PLACED. PARKING LOTS SHALL HAVE THE SAME PAVEMENT SECTION GRADE OF PARKING AREAS PER DESIGN PLANS TYPICAL ROADWAY/PARKING LOT SECTION OWNER: BARBARA C. MURRAY 712 NORTH KING STREET SOUTH WINDSOR, CT 06074 TEL (860) 528-1927 DESIGN.• RAM DRAW. RAM I CHECKED.• RLB/GB JOB NO.: 2030 DA TE.5-31-05 DRAWING NO.: 2030-details. DWG NOT TO SCALE APPLICANT. COLONIAL POINT CHRISTIAN CHURCH 95 AVERY STREET MANCHESTER, CT 06040 TEL (860) 432-3511 FAX. (860) 432-3512 PREPARED FOR: COLONIAL POINT CHRIS'TIAN CHURCH CAPEL RR OAD SOUTH WIMSOP"P COST cIn CtUT SHEET 8, 0 2r DIAM OPENING B 9 FLOW aOQ�o p000 BE, Q p0 � q DUsccnaN �.,g C! [} Q D YARD DRAIN FRAME AND GRATE FRAME At GRATE TO BE: (SEE oEl'.,) Le BARON FOUNDRY MODEL. IAM264 ADJUST TO GRADE PATH OR APPROVED EQUAL MAX. OF Two COURSES g OF CONC. BRIG( y_pp CONCRETE SLAB TOP 1. y; REINFORCED CONCRETE R% b' MANHOLE JOIH� WITH s •+-- FLOW FLOW 24-1 4' 29-3/4• ,o A 4'-D' DIA A MMANNH0OLE BASE ED CONCRETE I � iV m YARD DRAIN FRAME & GRATENOT TO SCAM J' 6. 3/4• CRUSHED STONE FOUNDATION SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE L - di.J VRI HGnng Hol 625' Bonding Hdes -� 0.76' I SECTION B-B CAST IRON FRAME N.T.S. NOTE 1. The lower surface of the cover and the corresponding upper surface of the frome sholl be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE ALTERNATE A pOooO TRENCH WIDTH TO BE PAVEMENT OR MINIMUM OF 3' GROUND SURFACE 6'-0" MIN. B. w d; Ff - 0 o WATER MAIN--( TAPPING MACHINE TO BE MOUNTED AND OPERATED BY THE DISTRICT. THE TRENCH IS TO BE PROPERLY DEWATERED AND COMPLY WITH OSHA REQUIREMENTS FOR TRENCH EXCAVATION. TRENCH REQUIREMENTS FOR 1 " TO 2" SERVICE TAPS N.T.S. A .. IIRI 11171111 II�� rnn LL� -1 r , APPLICATION OF GRADE 1'-7 3/8"- PVMT._CROSS-SLOPE NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WiTH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF S1. JCTURE 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 LLLAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 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" B. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. ALL CATCH BASINS TO HAVE GALVANIZED FRAMES AND GRATES. 1'-i 5/8" - 4'-8 3/4" --I i- BRICK LEVELERS 1 2-8 3 4 11 ,-0" STREET LINE CURB I' rBITUMINOUS WALK I ROAD SURFACE CURB BOX & OPERATING ROD ROD PINNED TO VALVE TWO STREET ELBOWS ADAPTERS FROM IRON PIPE (SWING JOINT) THREAD TO COPPER TUBE USING COMPRESSION CONNECTION CORPORATION (INSTALLED BY METROPOLITAN - DISTRICT) CURB STOP BALL VALVE THR;-. PART UNION COPPER COMPRESSION CONNECTOR (IF NEEDED) �C TYPE "K" COPPER TUBING ADAPTERS FROM IRON PIPE THREAD TO COPPER TUBING USING COMPRESSION CONNECTION WATER MAIN 1" SERVICE TAP OFF HORiZ. CENTER LINE & ALL 1 1 /2" _ & 2" TAPS 3-5/8' o _ z 7 0 0 0 oQ c ✓J �/ O ❑ %O ¢ - `CLASS 'C' CONC. " E 0 0 0 0 0 CIclan a o❑ w 3 OR PRECAST CONC. 00(� aaOenOo0 4��ropCp�/�o m BLOCK L�1-01 °41 o� o 00130 ® Op CLASS 'C' CONC. 5'-4' ----1 23.875' Dio. SECTION B-B SECTION A -A 1" 1.25' 1.°•75038" 1.2� I" 1.12 5� TYPE 'C',ATCH BASIN 1.56 -�- not to scale 1.125 O. �3.6875" 1.50' 0.75" 17" Diu. NOT TO So" 1.94' SECTION A -A CAST IRON COVER PAVED AREASEAS STRECAWS/ CROSS-COUNTRY N.T.S. SEE PAVEMENT DETAIL MIn. APPROVED GRANULAR NON -ORGANIC . BACKFILL MATERIAL PLACED AND - COMPACTED IN ONE FOOT (MAX.) LIFT -A• 'Q 0. WARNING TAPE PER CONN. GENERAL . O , - 0 STATUTE 16-345, AS AMENDED, Q, ' PLACED 12' (MIN.) TO 24' (MAX.) _ 0. .O . ABOVE THE TOP OF THE PIPE. . BANK RUN GRAVEL FILL Q X "B„ PLACED AND CCMPACTEO .0. O; . IN 6" LAYERS. NO , O STONE URGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. 12' PLAN NEVI PIPE: AS SPECIFIED M.02.05 • 1/2 O.D. 3/4" BROKEN TRAPROCK PIPE END 3/4' CRUSHED STONE BEDDING -�- 1/PIPED• SIX COMA&1 MATERIAL IN ROCK EXCAVATION OR ; • ' ' AS DIRE BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. V d 4 V 6" Min. LM M.01.01.21 FOR 3/E r PI BACKFlLL TO CENTERUNE OF PIPE _ 1 MnX 00W WHEN USING POLYETHYLENE OR A.B.S PIPE. SECTION X-X 6rw„f0" oAc) >r ertw�ux s A.+ r •AM6 12"O.D. PIPE t2' R,TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE PfPE NAM, A B C 0 E F 0 H p1QpN;� IV IV r 1-t 2' ,' i' 7 2• -1 3' 8 4' 8 21• 15 7 2-i/r I-,/r ,• Y 2-1/2' ht/r 12 24" 1r IV -1/2' 1-1/r 1' C 2-1/2' 5-1/2• 16 30' 20' 1$' S 2' r 9' Y 5' 22 W z2' 33 ENERGY DISSIPATOR DETAIL MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXISTS CURB br a 11 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. VARIES - 6" - 4' 1' 61 \! P�ZES 1/4'11' 3t1 MAX. RESIDENTIAL MATCH EXSISTING N 8' PROCESSED OR BANK RUN GRAVEL OR M5,011. 5' CONC SIDEWALK (8' CONC, AT DRIVES WITH 6'X6'X10/10 WIREMESH) TYPICAL SIDEWALK DETAIL NOT TO SCALE N.T.S. THRUST RESTRAINT - LACING METHOD SPECIAL SHOULDER EYE BOLT IN SLOTTED LACING RODS HOLE LACING RODS L I o O REGULAR EYE -BOLT I I REGULAR EYE -BOLT 4" JOINTS 6" & B" JOINTS 10" & 12" JOINTS 3/4" LACING RODS'-�- tnn n EYE BOLT MECHANICAL JOINT GATE OR FITTING PIPE SIZE No LACING RODS_ 4",6" & 8" 2 - 3/4"0 10' & 12" 4 - 3/4"0 ' STANDARD LENGTHS ARE 6' & 10% COUPLINGS MAY BE USED FOR LONGER LENGTHS. NOTES: 1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 150 P.S.I. iN MAIN. ING RODS ARE TO BE FABRICATED FROM 8" THICK CONC. DUMPSTER PAD (SEE PLANS FOR DIMENSIONS) DUMPSTER ENCLOSURE DETAIL BARS 0 12"O.C. PAVEMENT 8" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS 0° 0 0 L7 0 O \ \ \ 0 O o 00 °O o // 0 \�\\/��i "K 9" THICK PROCESSED STONE DU'IIPSTER PAD DETAIL N.T.S. NOTE: THRUST BLOCKS ARE NOT AN ACCEPTABLE METHOD __.._....." , OF THRUST RESTRAINT IN MOST SITUATIONS, AND WILL ONLY BE PERMITTED IN SPECIAL CASES. 22.5' 0R 45' BEND PLAN 3-WAY of - SECTION I 790''SBEND Type "C-L" top and Brat 3 �, _ 6 3/8' '-8 13/16' PROPOSED SANITARY SEWER 0'-8 13/16' 10 13/t6 _8 1/ STOPPER 3'-1 3/4' 1Li8 , PROPERTY UNE 8' 8' STANDARD PRECAST CONCRETE UNIT�� 8" Y BRANCH 1'-6• 6"-30' BEND 28' 19' ORIFICE EDGE OF PAVEMENT l09.50 TES 5' ORIFICE 6" Y BRANCH I06A0 106.00 35. OUTLET PIPE STOPPER 6'-30' BEND CRUSHED STONE MODIFIED RIP RAP PAD (WERE REQUIRED) Class "A" 4'-a' '- Concrete 3'_0• JOINTING MATERIAL IN SIDE D r WOOD 2'x 2' STRIP TO BE _---CONNECTION 0$EWERS E SAME FRONT E CARRIED FROM SEWER TO CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED SURFACE OF GROUND AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 6" Y BRANCH NOTES: 1. ALL HOUSE CONNECTIONS TO BE LAID TO GRADE OF 1/4' PER FT. NOTES: MIN. AND CARRIED TO THE EDGE 1. ALL EXTERIOR WALLS OF CATCH TYPICAL SANITARY SEWER AS SPECIFIED BY THE ENGINEER. BASIN WILL BE FACED. PAINTED HOUSE CON ECN T1ONS AND GROUTED WITH CEMENT. NOT TO SCALE 2' Of PAVEMENTOft PROP ORE Y LINE 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. Type "C-L" Top 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR with Type "A" grate 4, RED BRICK NOT TO BE USED LS. 1 -D STREET LINE 5. WHERE PRECAST CONCRETE UNIT I IS USED FOR SUMP THE TOP OF FINISHED I CURB THE UNIT SHALL BE AT LEAST GRADE i 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE 1/2' SMOOTH STEEL BARS PERMITTED. MAX. CORBEL TO BE 3". GATE BOX GATE BOX 4'X8" OPENINGS 28. NO PROJECTION SHALL EXTEND IN - SPOT WELD @ EACH J❑INT SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COMPACTED SUBGRADE 1' COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK MECH. JOINT FLANGE TOP UNDER EACH STRUCTURE AT BASE. TEST PLUG 10. TOP GRATE SHALL BE SECURED MECH. JOINT WATER TO FRAME. MECH. JOINT MAIN DETENTION BASIN OUTLET - --- - NOT TO SCALE 2. EYE BOLTS AND LAC A-36 STEEL. "II �C'� Elm3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 36,000 P_S.I. PLAN SHOULD ONLY BE USED WHEN SOIL 4. EYE -BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF CONDITIONS ARE STABLE. 7.000 LBS. EACH. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE 5. 3/4- LACING RODS AND EYEBOLTS ARE UNSUITABLE FOR OF 125 PSI PIPELINES 16 INCHES IN DIAMETER AND LARGER. RESTRAINT FOR 16 INCHES AND LARGER PIPES MUST BE DESIGNED ON CONCRETE THRUST BLOCKS A CASE -BY -CASE BASIS AND APPROVED BY THE METROPOLITWN DISTRICT. MECHANICAL JOINT LACING DETAIL FOR USE WITH 12" 8c SMALLER WATER MAINS N.T.S. N.T.S. SIDEWALK RAMP CURB i" PER FT. MAX SLOPE SIDEWALK PLACE EXPANSION JOiNT AT BACK OF CURB LiNE ' OR AT SIDEWALK LINE. GUTTER LINE SECTION A -A GRASS 0- GRASS B B Q PLAN VIEW GUTTER LINE TOOLED JOINTS WITH 1/4' RADIUS TOOL SECTION B-B SIDEWALK RAMP NOT TO SCALE I 15' -- VARIES 1' 4' - 1/2' MTL APPROVED DWYER GATE BOX TOP SECTION ---- GATT' 'ALVE DIRECTION TO OPEN AS DIRECTED BY Df. 2-NOTCH OPENINGS COVER 2'-0"-MIN. EXTENSION STEM AND EXTRA LONG GATE BOX BOTTOM SECTIONS WHEN TOP OF OPERATING NUT ON VALVE IS 4 1/2. OR MORE BELOW GRADE APPROVED DWYER GATE BOX BOTTOM SECTION D.I. WATER (CLASS 54) M.J. Y-,I. WATER MAIN CLASS 54) M.J. ENDS ( WITH RETAINER GLANDS. TYPICAL GATE VALVE INSTALLATION 12" & SMALLER N.T.S. D DETAIL 'A' "te DETAIL 'A' FOR USE WITH COR- C BARREL B RUGATED METAL PIPE 54" OR SLOPE LINE ��1- MIN. LARGER. + I 1 ¢ o a WALL (SEE NOTE 2) z Nd- � SECTION X-X END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL MIN AREA OF MIN AREA OF DIA. A B C D E F R, Rp LONGITUDINALS TRANSVERSE STEEL SQ.IN.PER FOOT SQ.IN.PER FOOT 18 " 1g 9" 2'-3" 3'-10" 6'-i" 3'-0" 2'-5" i'-3 t/2" 1'-0' 0.060 0.060 9" 2'-11" 3'-2" 6'-1" 3'-6" V-71/2' l'-4" V-1" 0.066 0.066 21" 9 1/2" 3'2' 1/2" 2'-6" 6'-1 1/2' 4'-0' 2'-9 3/16"1'-413/16" V-2" 0.72 0.072 30" 1'-0" 4'-6" V-7 3/4" 6'-1 3/4 5'-0" 3'-t" V-6 1/2" 1'-3" 0.084 0.084 36" V-3" 5'-3" 2'-10 3/4" V-1 3/4 6'-0" '-11 11/15 2'-5/16' i'-8" 0.096 0.096 42" i'-9' 5'-3" 2'-11" 8'-2" 6'-6" 4'-5 7/8 2'-3 1/2" 1'-10" 0.108 0.108 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 4'-6 1/2"2'-41/2" V-10" 0.120 0.120 5e 2'-3" 5'-5" 2'-11" 8'-e 7'-6" V-51/2"2'-9 1 8" 2'-0" 0.132 0.132 60" 2'-6" 5'-0" V-3' 8'-3" B'-0' W-1/2" 3'-11/16" 2'-0- 0.144 0.144 12" 4" 2'-0" 4'-3/8" 6' .3/8" 2'-0- 1'-7 15 16 10 1 /4" V-1/2" 9" 11" 0.048 0.054 0.048 0.054 15" 6" 2'-3" 3'-10" 6-1 2'-6" 2'-5/16" FLARED END n s GATE VALVE TAPPING GATE VALVE TAPPING EV SLEE PIPING TO BE RESTRAINED WITH RODDING OR RETAINING GLANDS WATER SERVICES 4" THROUGH 8" (IF REQ'D) N.T.S. 3/4" THREADED RODS W/NUTS AND WASHERS 24' TYPICAL LENGTH r- NUT 12" MINJ -'-WASHER LE ALL LACING RODS SHALL RECEIVE TWO -COATS OF EYE BOLTS RUST INHIBITING PAINT AFTER ASSEMBLY EBAA IRON INC. SERIES 800 1 PUSH ON JOINT PIPE ANSI/AWWA RETAINER GLAND OR C151/A 21.11-80 D.I. CLASS 54 APPROVED EQUAL TEE BOLTS/NUTS SEE DETAIL M.J. FITTING ANSI/AWWA CIIO-77A 21.10 SET / M.J. FOLLOWER GLAND M.J. RETAINER O WITH BOLTS. 2O GLAND M.J. RETAINER GLAND USE EYE -BOLTS, NUTS do WASHERS RUST e�eTnAINT-RESTRAINED 2QPUSH-ON JOINT RESTRAINT USING NT METHODS MECHANICAL JOINT RETAINER GLANDS AND LACING MECHANICAL JOINT RETAINER GLANDS Q PUSH -ON JOINT RETAINER GLANDS TYPICAL RESTRAINED JOINTS N.T.S. TAPPING GATE VALVE 7'-0" MINIMUM TEST PLUG ON TAPPING SLEEVE TO BE ON TOP ~i TAPPING TAPPING MACHINE TO BE SLEEVE o MOUNTED AND OPERATED MOUNTED I BY THE DISTRICT w ON WATER MAIN w Z T. LJ o I r CONCRETE V-O" MIN. CLEARANCE ALL AROUND THRUST BLOCK VALVE FLANGE V-6" MAX. TO BE INSTALLED WOOD BLOCKING AFTER TAP IS (MUST REMAIN) MADE 1'-0" WATER MAIN PROTECT NUTS & BOLTS FROM CONCRETE NOTES; 1. TAPPING SLEEVE 6c TAPPING GATE. VALVE TO BE INSTALLED ON WATER MAIN BY THE CONTRACTOR, THE DISTRICT WILL TEST INSTALLATION PRIOR TO MAKING TAP. NO TAP WILL BE MADE IF THERE IS NO TEST PLUG. 2. TAPPING CATE VALVE TO HAVE HAND OF OPERATION AS DIRECTED BY THE DISTRICT. IF VALVE HAND OF OPERATION IS NOT CORRECT, NO TAP WILL BE MADE. 3. TRENCH TO BE DEWATERED AND IN COMPUANCE WITH OSHA REQUIREMENTS FOR TRENCSI EXCAVATION. REQUIREMENTS FOR MAKING, ,TRENCHi,NG D) N.T.S. Tel. 860.291 8755 REVISIONS ■ ■ Fax 860.291 8757 TABLO esign . rof a sslan ais inc. DESIGN. RAM DRAWN.' RAM CHECKED: RLB, ■ civil engineers • planners surveyors 1 6/27/05 , TOWN COMMENTS MHA landscape architects • gis gps JOB NO.: 2030 DATE.• 5-37-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 2030-details DWG NO. DATE DESCRIPTION By OWNER: APPLICANT: COLONIAL POINT CHRiSTIAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL, (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 PREPARED FOR: SHEET COLONIAL POINT CHRIISTIAN CHURCH 9 lCit A1L" EL 'IRROA / MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1'=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL OAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1"=40' DATE: JUNE 7, 1991 REV TO 6-02 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'S? PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATE: 19 OCT., 1 197 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TOWN OF SOUTH WINDSOR MA�P SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL RO, D SCALE 1 "=40' OCTOBER 1987. f NOTES: 1. EXISTING TREES SHOWN TO BE SAVED, PROTECTED AND PROFESSIONALLY TRIMMED BY RBORIST, 2. FOR LANDSCAPE SCHEDULE, NO ES AND DETAILS, SHEET SHEET L2. KEY LANDSCAPE NOTES: 1. SEE SHEET L1 FOR PHASE 1 LANDSCAPING ,�� 2. SEE SHEET L3 FOR LANDSCAPE NOTE z AND LANDSCAPE PLANTING SCHEDULE. L P PROPOSED STREET LIGH ING 3. SEE SHEET LP2 FOR PHASE 2 SITE Z LIGHTING AND LP3 FOR LIGHTING DETAILS. Q� w 4 O •t 7L Q " A--4'45'54" a R=3967.21 - k � ESQ 16 �3 = _ wIRES A=2'35'59" - E - - - H vnREs - - - CHORD LENGTH=329.84 66 - _ - - - - - CHORD BEARING=Nfi7.10' " _ \w� ���•�\° F�. 1p ! E1��a�.�pog56 R_4027.38 - - _ - - --------__ _=-2�SA�I.sE�r�Rs-o��=-- �,=_-__-=--=\> ---`� - _---_ / ----- _ �s�D.t a�15" RCP 5 OH N�. ES " p T=91.38 ' �� sEWE - - _ \� - - - - - x - -- ' e - \ - -- CHORE LENGTH=1$2.� - _ " - - w .\ _ _ __ 1a" RCP- �F'' �p6� U RCP - CHORD BEARIN.G�I - 'jt_5( .� - F�. ROP0:::' SEO �uNE OH W1RE3 cn. l _PROPOSED TREELiNE !1 l - -- \A, S _ _ ~ 29- SAN. - - 9 STIBE NG rU bFl JQ - r 0 WIRE N�� _ i S 1 � 0 _ AREA -PINES, 116 i' EX. PEi3AR'\ 1 • r rr - � 1\� Sk .... �... ..,...:.' .t.. �'.. N 4 31 24 W �, s_ :_ �._ _.._ �._.�F �O9' EX. MON 50 c. WALK \ \ CONC. WALK,3 FL HIM lilRlO(100 L.F.) , f��� y . y 7 P %1ul-ti-purpose \X j1% w Phase C ypaces Sports Fietcls m w n ° y VII1a Green y a Phase I r--- ING T T �% \ � CO l�n, �` „}• I i J ✓ r ' o TC t F: I16. ♦ y / ♦ \ 1 U a�� (5 NG 5poces) /' " C � c�U ` M 7 BOG t�� - ' I� CC .♦ � y U o �/ Z1 ww - - PpPR DEL � i � r s r � 3-RCW Worship F I 1 � '� e - titi ,o � N .. Z.�.Z- �l\S� W ! ' ,5,600 591. , J ` Gh1 et O VAN 0 w z J t O / Ft. \- w 5 � I � � 2.400� / y - ' ♦ .. u O /4 J t , FF: II6.00 / 1� 1 = Q a > / cp 0 . /% 2, z r tI 2,4006 `~ ` ♦ ✓' o . r> GIa55ro�ws`\ ON cosc. r�aus -ao 5a. Fes. �. _ _ R lo _ _' � ° T \l\ 0 t 6 S aces ' , / ' • ALC PAbE S C BRING I- O Z MENT 6L1G.P; (5.. 5paces)� 3-IG 1 Y - / / \ E - O 114 R Y - AVE _ _ 2 Fly' Fi f� ♦ , i ` ♦ / 6 S OTYS G D. \\ 0 w _ l WAUc / ° o ` / � � _ coN' 1. ° ° LIMIT 80 UPL D RE EW • _ / r, �= g i - - LAWN 114 a A Lo \ Jam✓ "' "' ' , / - ~ • � � � •1 112 � ,� CHAT LI FENCE X. CHD Sfi5'16'13"E EY,. CHD jI{ 1---- ''0' _ R.Y. 1 c '- - / / ' �, :..y.i ,,.iy,�•«"U +, �'• ' `i ;'y�{iytw _ •f .,. :.''"?`. + • {'+f"+. ,,u .'�" t 2 1 J •�_ ,'' :• .: -.w„ •�,. • .. ,,. . ' ,:� �;,:A `� .�-.r�,c"' 1-291 DETENTION 1 --'�^' �"''.. R " -- , / / ' '' At :fK „� ' r t. • �j^• r 4 :K•Y,fsr• • !t `l v 1 _______ / , w 110 •`' a r;�;n a- tio� BASIN o AS j 11 �� P MULCH TON DUST UNLESS OR S11z l 20 / / �' / vrooD-c 110 / hfoN. Iv1oN. (AGE / -. K FE r• S ' 1 11 > EX. CHD EX. CHD \ EX. CHD) )(I ` 62 ♦ � 5' CHAIN C _ J � 24" RCP �`/ .' "� _ ,�,t� ! I F.G�•� GG� ` GRASS G _A_NN_E� I EX. REAR I _ / �j0'22 20 E N/F 18" RTE QCi� g 2 , R 5.5 - 1.22' NORTH OF --" STATE OF CONNECTICUT _ 2' GRASS DITCH PROPERTY CORI{ER �'=___===-�z- ,-»------ ----------------- - -- o� C \ rGO\J\p3• ------ -- EX. CHD - - -� �- R=5099.00 FE:108 8` R=4725.00 .-\-� v 7 . L=305.07 SIN • fi T=152.58 L=24.41 CHORD LENGTH=305.02 T=12.20 --CHO.RD-BEARI.NG=S6-4'41'2-0"E_ - CHORD LENG H=24.4 d=O'25'44"-------- -- --++ R=5087.00 - -- - - .- ._._ -- - - - - - - - - - - - - - - - ._.. - Ci-tORO -BEARiN-G=S6 ' 0828"_E_._ L= 38.08- T=19.04 ' 11 I+ 7- _< x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 01111 z LOCATIONS AS SHOWN, ARE BASED ON AVAILA m INFOP`.IATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS TH IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. i i 2 7/7/05 1 6/27/05 NO. VATE PER TOWN COMMENTS TOWN COMMENTS DESCRIPTION RLB RICHARD L. BOSTON RLB LICENSED LANSCAPE ARCHITECT BY APPLICANT,: OWNER* COLONIAL POINT CHRIS71AN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL. (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 � Tel. 860.291 8755 Fax 860.291 8757 LS[i^�1LIVD��WP� ,.gin „�„ w D PLAN PREPARED FOR: SHEET GRAPHIC SCALE Za n COLONIAL PO NT o ,� r�is� r f ssi nals i ��� PHASE o CHRIS`TIAN CH R CH L2 ( IN FEET) civil engineers •planners surveyors DESIGN. RAM DRAWN.• RAM CHECKED. • RLB CHAPEL ROAD Jog NO.: 2030 DATE.• 02-08-05 CONNECTICUT LICENSE NO., 568 1 inch = 40 ft, a landscape architects • gis • gps L4 165 South Satellite Road, South Windsor, Connecticut 06074 SOUTH WINDSOR,�ONMCTUCUT / DRAWING NO.: JOBS \2030\20..30-L1-2.DWG MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY S [IRVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION — RIGHT OF WAY MAC, TERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHEST TOWN OF SOUTH WINDSOR VIETNAM VE»-80' DATE: 4-00 SHEET 3 & 4 OF 4. ER TOWN LINE NUMBER 132-07 SCALE I 2. RIGHT OF WAY MAP CHAPEL IROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1 "=40' DATE: JUNE 7, 1991 REV TO 6192 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'f PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATE: 19 OCT., J997 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TOWN OF SOUTH WINDSOR M�P SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL RO D SCALE 1"=40' OCTOBER 1987. NOTES: 1. EXISTING TREES SHOWN TO BE SAVED, PROTECTED AND PROFESSIONALLY TRIMMED BY ARBORIST. 2. FOR LANDCAPE SCHEDULE, NOTES AND DETAILS, SHEET SHEET L2. KEY L. P. PROPOSED STR�:ET LIG)RTING o -< 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Z m INFORMATION. ALL EXISTING UTILITIES SHPULD BE FIELD VERIFIED PRIOR TO CONSTRUCTI N. 2. ALL UTILITIES ARE TO BE STAKED IN tHE FIELD BY A LICENSED LAND SURVEYOR PRIOR 1j0 CONSTRUCTION. tlj2 3. THIS PLAN IS INVALID UNLESS IT BEA S THE IMPRESSION SEAL AND ORIGINAL SIGNATOE OF THE PROFESSIONAL ENGINEER/SURVEY(OR. w LANDSCAPE NOTES: 1. SEE SHEET L1 FOR PHASE 1 LANDSCAPING 2. SEE SHEET L4 FOR LANDSCAPE NOTES AND LANDSCAPE PLANTING SCHEDULE. 3. SEE SHEET LP 2 FOR PHASE 2 SITE LIGHTING AND LP3 FOR LIGHTING DETAILS. /40 11�5, 7 3 -XL1 91 U-Z6 A 4 R� REVISIONS Tel. 860.291 8755 GRAPHIC SCALE � Fax 860.291 8757 10 0 5 10 20 e i n rofessionals, Inc. RICHARD L. BOSTON (IN) 0 civil engineers • planners surveyors 1 6/27/05 TOWN COMMENTS RLB LICENSED LANSCAPE ARCHITECT CONNECTICUT LICENSE NO.. 568 1 inch = 10 ft. - landscape architects • gis • gps NO. DATE DESCRIPTION BY 1 1 165 South Satellite Road, South Windsor, Connecticut 06074 N E ­1-5 2 0 6 APPLICANT: COLONIAL POINT CHRISTIAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 LAND© CAPE PLAN DESIGN.• RAM DRAWN.• RAM I CHECKED.• RL6 JoB No.: 20JO I DA7F• 02-08-05 DRAWNG NO.: JOBS 120JO \20JO—L 1-2.DWG PREPARED FOR: COLONIAL P0j NT CHRIS'TIAN CHURCH CHAPEL ROAD SOUTH WIMSOFI-� m STREET TREE PLANTING SPECIFICATIONS LANDSCAPE NOTES: NOTE: 1. CONTRACTOR TO PROVIDE & INSTALL 1,90 LF. OF SPLIT -RAIL FENCE. 2. FENCING SHALL CONSIST OF 2 RAILS, FEET IN HEIGHT INSTALLED IN A SAW -TOOTH PATTERN WITH 5' OFFST TO ACCOMODATE EXISTING TREES ALONG PROPERTY LINE. TO BE COORDINATED IN FIELD PRIOR TO INSTALLATION WITH OWNER AND LLANDSCAPE ARCHITECT. 3. INSTALL 3' HIGHT BLOCK VINYL -COATED CHAIN LINK FENCING FABRIC TO PROPERTY SIDE OF FENCE FRAME WORK (FABRIC SHALL BE KNUCKLED TOP & BOTTOM 2" MESH WITH 11ga. CORE PROVIDE WITH BOTTOM TENSION WIRE COLOR: BLACK I 4. FABRIC ATTACHMENT TO SPLIT -RAIL FENCE SHALL BE APPROVED 9Y LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 3" HIGH E 3" SHRED[ REMOVE B FROM TOP H < 1" SHRED( �\ ....'.':.'..'.'.'. GROUND C COMPACTE DEPTH PLANNG BALL DIAMETER + 12" SHRUB PLANTING TH SAUCER (TYP.) ) BARK MULCH LAP AND TIES /3 BALL ) BARK MULCH (ER BEDS SUBGRADE (TYP.) )IL MIXTURE (TYP.) "(MIN.) DO NOT HEAVILY PRUNE THE TREE AT PLA14TING PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS. AND BROKEN OR OEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MA, "f. PRUNED; HOWEVER, DO NOT REIAOVE THE IERIAWAL BUDS OF 62ANCHES 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. MARK THE NORTH SIDE OF THE TREE_ IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE, SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 Lim (1-2 ILA.) HIGHER IN SLOWLY DRAINING SOILS. NO MM (S IN.) -:? '10'J MM (4 IN.) HIGH EARTH SAUCER 50 MM ((2� IN.MULCH. 00 NO PLACE 1 j'•,'+�,�,','� , BEYOND EDGE OF ROOT BALL. MULCH IN Co WITH TREE TRUNK. REMOVE ALL TWINE. ROPE AFJD WIRE,' HO M7.INTAIN THE MULCH WEED -FREE FOR , ' • +, + + A MINIMUM OF ONE YEAR AFTER ,�,`,+ +',+, ,+`++++'`,+,,,+++�,','� BURLAP FROM TOP HALF OF ROOT BALL PLANTING. , , , , , , IF PLAIJT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 20D MIA (8 IN.) INTO PLANTING HOLE. PCE NOTE: FOR DIMENSIONS OF OR TAMPEDTSOOIIL OtJ UNEXCAVATEO PLANTING AREAS TYPES OF SOIL AMENDMENTS, 04 SOIL REPLACEMENT, TAI.!P SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES 110T SHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED Bf ANY PAVING OR GRATING. WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM. (2.5 IN.) TO 75 MIA (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO PEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35)AM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROIA 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 VIA (0.5 IN.) OW.!. PLASTIC HOSE GALVANIZED WIRE OR CABLE - TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER 150 MM (6 IN,) CALIPER. 750 MIA (30 IN.) LOKG - WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. PLASTIC FLAGGING OR OTHER VISUAL MARKER ON EACH WIRE. OPTIONAL METAL DRIVE ANCFIORS, INSTALLED PER MANUFACTURERS DIRECTIONS. ASSURE THAT THE BFAk:NG SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK 15 A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOOIJ AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY 00 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 RELWN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WL,u, TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PfOCEDUREE- 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 YdNDY CONDITIONS, STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND VITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR VMEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIE14TED IN THE SANE 14ORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 3 INCH CALIBER OR LARGER NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS. ADD 20% RELATED TO THE PLANTING OF THE TREE MAX. BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING "TREE PLANTING DETAIL," SOIL. LOAMY SINI 1.1 SLOPE ON SIDES OF PUNTING HOLE. UNEXCAVATED OR TAMP SOIL AROUND ROOT BALL 2 TIMES COMPACTED MOUND BASE FIRMLY WITH FOOT PRESSURE THE ROOT BALL DIAMETER "DER THE ROOT BALL TO SO THAT ROOT BALL DOES NOT SHIFT. PREVENT SETTLEMENT. LOW 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 CLASSIRCAT10NS HAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS. A MIXTURE OF SAND. SILT AND CLAY PARTICLES W,IH A HINIMIUM 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 DETERMIMNG PLANT SELECTIO14S AND ANY ADDITIONAL SOIL IMPROVEMENTS. SOIL IMPROVEMENT DETAIL TREES PLANTED IN NON -RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASS MES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SO. M (500 SO. FT) o u a z 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 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 2 7/7/05 TOWN COMMENTS RLB 1 6/27/05 TOWN COMMENTS RLS NO. DATE DESCRIP77ON BY l IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD L. BOSTON LICENSED LANSCAPE ARCHITECT 1. ALL TREES WILL BE HANDLED BY THE ROOT BALL AND NOT BY THE TRUNK OF THE TREE. 2. ALL ROPE OR TWINE WILL BE COMPLETELY REMOVED ONCE THE TREE HAS BEEN PLACED IN THE PLANTING AREA, BURLAP WILL BE ROLLED DOWN AND CUT OR TUCKED UNDER THE ROOT BALL. 3. ANY WIRE BASKETS WILL BE CUT AND THE UPPER 2/3 REMOVED AFTER THE TREE IS PLACED IN THE PLANTING AREA, 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PLANTING SITE. 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL WILL BE REMOVED. 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL WILL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL AS MEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF THE ROOT BALL. 7. ALL EXCESS EXCAVATED MATERIAL WILL BE DEPOSITED AT AN APPROVED SITE. 8. WHEN BACK FILLING TREES, GROWING MEDIUM WILL BE WORKED IN TO AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT GROWING MEDIUM EXCESSIVELY. 9. THE BEGINNING OF THE ROOT FLAIR WILL BE SET TWO INCHES ABOVE FINAL GRADE. 10. WATER WILL BE APPLIED AS SOIL CONDITIONS DICTATE. 11. ALL TREE TRUNKS WILL BE FREE FROM ANY INJURY OR DAMAGE. 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER. 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DIRECTED BY THE TREE WARDEN. 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN 2". 15. ALL TAGS, RIBBONS OR OTHER MARKINGS WILL BE REMOVED. 16. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN. 17. NO FERTILIZERS OR WATER POLYMERS WILL BE APPLIED AT PLANTING. WATER QUALITY BASINWETI__ANDS PLANTINGS -PHASE 1 HERBACEOUS PLANTINGS NOTES: 1. WATER QUALITY BASIN BOTTOM SHALL BE PREPARED WITH A MINIMUM OF 12" OF AMENDED SOILS TO ACHIEVE A MINIMUM OF 20% ORGANICS IN COMPOSITION, 2. APPROXIMATE WETLANDS PLANTING AREA: 6,300 S.F. (700 PLANTS) 3. PLANTS SHALL BE PLANTED IN GROUPINGS IN THE FIELD AT 3'-0" ON CENTER. FINAL PLACEMENT AND PLANT GROUPINGS TO BE COORDINATED IN THE FIELD BY CONTRACTOR WITH OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF. 4. PLANT MATERIAL AND QUANTITIES FOR BASIN PLANTINGS FOR 0"-6" OF WATER DEPTH: A. WATER PLANTAIN (ALISMA PLANTAGO-AQUATICA) QTY:110 (1 QT. POT) B. SWEETFLAG (ACORUS CALAMUS) QTY: 110 (1 QT, POT) C. TUSSOCK SEDGE (CAREX STRICTA) QTY: 110 (1 QT. POT) D. SPIKE RUSH (ELEOCHARIS PALUSTRIS) QTY: 110 (1 QT. POT) E. SOFTSTEM BULRUSH (SCIRPUS VALIDUS) QTY: 110 (1 QT. POT) 5. PLANT MATERIAL AND QUANTITIES FOR BASIN PLANTINGS FOR 6"-18" OF WATER DEPTH (474 S.F.): A. ARROWHEAD (SAGGITARIA LATIFLOLIA) QTY:38 (1 QT. POT) B. ARROW ARRUM (PELTANDRA VIRGINICA) QTY: 38 (1 QT. POT) C. BURREED (SPARGANIUM AMERICANUM) QTY: 38 (1 QT, POT) D. PICKERALWEED (PONTEDRIA CORDATA) QTY: 38 (1 QT, POT) LANDSCAPE PLANTINGS HEDULE 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMITS AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISITNG TREES SHALL BE REMOVED FROM RESIDENTIAL AREA AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS, A MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): KENTUCKY 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 II (LOW MAINTENANCE): 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 1000S.F. C. SEEDING MIXTURE TYPE III (BASIN): LANDSCAPE SEEDING MIXTURE NO. IV SHALL CONSIST OF A WETMIX SEEDING MIXTURE BY NEW ENGLAND WET PLANTS, INC. , AMHERST, MASSACHUSETTS. SEEDING MIXTURE SHALL BE SPREAD WITHIN LIMITS OF WATER QUALITY BASIN AS INDICATED ON THE DRAM SHEET L1. RATE OF APPLICATION SHALL BE ONE POUND PER 2,500 SF. APPLY WITH A NURSE CROP OF TO ACHIEVE IMMEDIATE STABILIZATION OF THE SOILS. NURSE CROP WINTER RYE BLENDING RATE: 0.23 LBS. PER 1000 S.F. TOTAL APPLICATION RATE: 1.58 LBS. PER 1000S.F. D. SEEDING MIXTURE TYPE IV (SPORTS TURF): PALMER Il PERENNIAL RYEGRRASS 20% OF MIXTURE AMERICAN KENTUCKY BLUEGRASS 20% OF MIXTURE LIBERATOR KENTUCKY BLUEGRASS 207* OF MIXTURE LIMOUSINE KENTUCKY BLUEGRASS 20% OF MIXTURE TOTAL ECLIPSE BLUEGRASS 20% OF MIXTURE APPLICATION RATE: 7.0 LBS. PER 1000S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NUSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDCAPE ASSOCIATION. 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 : PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN 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- 107o-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 557-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 107*-20% E. CLAY- 157o-20% 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 MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 12. UNLESS OTHERWISE INDICATED, ALL AREAS DISTURBED SHALL BE SEEDED WITH SEEDING MIXTURE TYPE I. QTY QTY KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS: AT MATURITY PHASE1 RASE TREES: 23 ABIES CONCOLOR WHITE FIR 5'-6' HT B&B PLACE AS SHOWN SHOWN 30 HT- 15' W) 30' HT- 20' W) 1 AC 5 O AF ABIES FRAZERII FRAZER FIR 5'-6' HT B&B PLACE AS 10 0 AR ACER RUBRUM 'OCTOBER GLORY' 'OCTOBER GLORY' RED M ,, LE 3" CAL. B&B PLACE AS SHOWN 40' HT- 40' W) 8 6 AG AMALANCHIER X GRANDIFOLIA 'AUTUMN BRILLANCE' SERVICEBERRY 1"-1 1/2"CAL. B&B TREE FORM 20 HT'-�1O'W) 7 0 CC CERCIS CANADENSIS 'FOREST PANSY' 'MILKY 'FOREST PANSY' REDBUD 1"-1 1 /2"CAL. B&B TREE FORM 20 HT'- 25'W 20'W 3 1 CK CORNUS KOUSA WAY' 'PATMORE' MILKY WAY DOGWOOD 1"-1 1/2"CAL. B&B TREE FORM 25 HT'- 9 0 FP FRAXINUS PENNSYLVANIA PATMORE GREEN ASH 2" CAL. B&B PLACE: AS SHOWN 40' HT-(30'W 19 0 MS MAGNOLIA STELLATA 'ROSEA' PINK STAR MAGNOLIA 1" CAL. B&B PLACE AS SHOWN 12' HT-(10' W) 25 4 PC PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT FLOWERING PEAR 2"CAL. B&B PLACE AS SHOWN 30' HT.-(20' W) 25 1 PG PICEA GLAUCA WHITE SPRUCE 5'-6' HT B&B PLACE AS SHOWN 40' HT.-(15' W) 15 0 TO THUJA OCCIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 5'-6' HT B&B 4' O.C. 15' HT-(4' W) 18 0 T02 THUJA OCCIDENTALIS 'NIGRA' DARK AMERICAN ARBORVITAE 5'-6' HT B&B PLACE AS SHOWN 20' HT-(10' W) 5 10 TIC TILIA CORDATA 'CHANCELLOR' CHANCELLOR LINDEN 3" CAL. B&B PLACE AS SHOWN 35' HT-(20' W) SHRUBS: BM 21 0 BUXUS MICROPHYLLA,JAP.'WINTER GEM' WINTER GEM BOXWOOD 24"-30"HT B&B 6' O.C. 8' HT-(6' W) 9 0 EA E. SIEBOLDIANUS 'VARIEGATUS' FIVE -LEAF ARALIA 24"-30"HT B&B 4' O.C. 4' HT-(4' W) 0 13 IG ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"HT B&B 4' O.C. 3' HT-(3' W) 15 0 IM1 ILEX X MESERVEAE 'MESDOB' CHINA BOY HOLLY 18"-24"HT B&B 6' O.C. 7' HT-(6' W) 7 0 IM2 ILEX X MESERVEAE 'MESOG' CHINA GIRL HOLLY 18"-24"HT B&B 6' O.C. 10' HT-(10' W) 0 0 JCP JUNIPEROUS CHINENSIS, VAR. COMPACT PFITZER JUNIPER 18"-24"SPRD B&B 6' O.C. 1.5' HT-(5' W) 5 0 PM PINUS MUGO 'ENCI' ENCI MUGO PINE 18"-24"SPRD B&B 6' O.C. 6' HT-(6' W) 71 3 RCW RHODODENDRON CATAWBIENSE, VAR. WHITE HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. 6' HT-(6' W) O 0 SL SPIRAEA X 'LITTLE PRINCESS' LITTLE PRINCESS SPIREA 18"-24"HT B&B 3' O.C. 3' HT-(3' W) 42 0 TM TAXUS X MEDIA 'EVERLOW' EVERLOW YEW 18"-24"HT B&B 3' O.C. 3' HT-(4' W) GROUND OVER: AV 47 0 ASTILBE CHINENSIS 'VISIONS' VISIONS ASTILBE 1 YR. GROWTH CONT, 2' O.C. 2' HT-(12" W) 80 0 HB HOSTA 'FRANCES WILLIAMS' FRANCES WILLIAMS HOSTA 2 YR. GROWTH CONT. 2' O.C. 3' HT-(2' W) 35 0 HE HOSTA 'PATRIOT' PATRIOT HOSTA 2 YR. GROWTH CONT. 2' O.C. 18" HT-(2' W) 15 0 RFS RUDBECKIA FULGIDA 'GOLDSTURM' GOLDSTURM BLACK -EYE SUSAN 2 YR. GROWTH CONT. 2' O.C. 40" HT-(18"' W) ADDITIONAL GROUND COVER: BARK MULCH/PERENNIAL AND ANNUAL FLOWER BEDS TO BE PROVIDED BY OWNER Tel. 860.291 P'55 Fax 860.291 8/57 GRAPHIC SCALE esin 40 0 20 ,080 00 rofessionals, inc. IN FM{) ■ civil engineers • planners . surveyors CONNECTICUT LICENSE NO.. 568 1 inch = 40 it. • landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 OWNER; BARBARA C. MURRAY 712 NORTH KING STREET SOUTH WINDSOR, CT 06074 TEL (860) 528-1927 LANDSCAPE DETAILS DESIGN: RAM DRA wN.• RAM I CHECKED,• RLB JOB ND.: 2030 1 DA TE.• 02-08- 05 DRAWNG NO.: JOBS i 20JO \ 2030-L 1-2. DWG APPLICANT: COLONIAL POINT CHRISTIAN CHURCH 95 AEERY STREET MANCHESTER, CT 06040 TEL, (860) 432-3511 FAX. (860) 432-3512 PREPARED FOR: COLONIAL PDIN CHRISTI�A�v}"ROAD N CHUR H H' :0) � l>�hI �,./i I&LtQ,10 RYE SHEET MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION — RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1"=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1 "=40' DATE: JUNE 7, 1991 REV TO 6-92 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 7 \ IIA I/ m C`1 ImrYI%/IC•1 /1A1 /1r- n A %nr%3C r11 A /'fir- AI/1 -f = /1I 1 A M 1 M/l A r1 C1^1 IT! 1 IA/IAIIi C`/1rj fl(1AIAI _r^r'lrll�( A M. — n_—l—. .A —1—. —1 ... / EX. EX. REBAR 1.22' NORTH OF PROPERTY CORNIER - - -_ - - - - - - - - -- - - - - - - - - - - - - - - _.._ - _ - - - - - --CHORD LENGTH=182.k 8=0.25'44" -----— R=5087.00— L=38.08— T=19.04 o ,1 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 1 6/27/05 PER TOWN COMMENTS RLB IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION $Y _CI .,RD_BEAPJNG=-S6-4•41'20"E_ — — — — SITE LIGHTING KEY: 1. PROVIDENCE MODEL FULL CUT—OFF FIXTURE BY ARCHITECTURAL AREA LIGHTING OR AN APPROVED EQUAL, 150 WATT METAL HALIDE LUMINAIRE WITH MOUNTING HEIGHT OF 14 FEET. SEE DETAIL. 0.20 2. BOLLARD LIGHTING SHALL BE HYPERION W/OPTX BY LSI INDUSTRIES. 70WATT CERAMIC METAL HALIDE WITH MOUNTING HEIGHT OF 36�INCHES. COLOR: BUFF, SEE DETAIL. 4 X of cy C T=165.06_ _ - - - - - - - - - - - - _ - -3,. y CHORD LENGTH=329.84 CHORD BEARING=N67'1�'��"W — 04 1W A � 10) %�% I-,1 X. CHD3 i CHORD LENGTH=24.41 -- —CHORD -BEARING= S63'D8'28"1~ — — — — — — — — — — — — — — _ — ` — — — A Tel. 860.291 8755 � 2 40 0 e0 Fax 860.291 8757 40 0 GRa�xzscAesign rofessioneis, Inc. {IN F>"r ■ i inch = 40 ft. civil engineers • planners • surveyors landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 ONMER: BARBARA C. MURRAY 712 NORTH KING STREET SOUTH WINDSOR, CT 06074 TEL (860) 528-1927 L.It;HTINt� PLC\N, PH1�SE 1 DESIGN.• RAM DRAWN.• RAM/M HECKED: , JOB NO.: 2030 I DA rE 5-31-05 DRAWING NO.: JOBS \ 2030 \ 2030-LP1. DWG l w W Z M �W Z w 0 ` W % 4 = x r z z �0 0 ,- o r_ L oaf w ~' 0 a� a U) APPLICANT. COLONIAL POINT CHRISTIAN CHURCH 95 AVERY STREET MANCHESTER, CT 06040 TEL (860) 432-3511 FAX. (860) 432-3512 RESURVEY PREPARED FOR: COLONIAL POINT CHRIS'TIAN CHURCH C HAPIE L ROAD CO MC u UCUT SHEET LP 1 L P 3 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. 3. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUMITY PANEL NUMBER 090036 0010D MAP REVISED: FEBRUARY 23, 2001. 4. TOTAL AREA OF PARCEL = 322,430t sq. ft, = 7.40 ac. EX. RI 1 27_' PROPS MAP REFERENCES: 1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION — RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERANS MEMORIAL HIGHWAY FROM JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE NUMBER 132-07 SCALE 1 "=80' DATE: 4-00 SHEET 3 & 4 OF 4. 2. RIGHT OF WAY MAP CHAPEL ROAD FROM US ROUTE 5 EASTERLY TO BURNHAM STREET SOUTH WINDSOR, CT SCALE 1 "=40' DATE: JUNE 7, 1991 REV TO 6--92 SHEET 4 OF 4 BY A/N CONSULTING ENGINEERS 3. MINOR SUBDIVISION OF DAVID'S PLACE NO 795 CHAPEL ROAD SOUTH WINDSOR, CONN. TOPOGRAPHIC & CONSERVATION PLAN SCALE 1 "=40' DATE: 19 OCT., 1997 SHEET 3 OF 4 BY JAMES PAGGIOLI LAND SURVEYING, INC. 4. TO!^IN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BARBARA C. MURRAY BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD SCALE 1 "=40' OCTOBER 1987. .h 3. A= 4.45' 54" R=3967.21 T=165.06 _ — "— — CHORD LENGTH=329.84 A=2.35'59" _ — — — — — J rPOPn RFAPINlrZ= N97.10'71 "W A=0.25"44" — _CHORD BEARING_ 5ii4'4.1 LU F — — — — — R=5087.00 — — — — _ — — -- — — — — _.._ — — .— — — ` — — ——Ci-fORO B1=ARIN6=S63'0828_'E__ — _ — — — — — — — — — — — — — — L=38.08— T=19.04 _-- — — I i i o ,i x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 "STANDARDS IN THE Tel. 860.291 8755 ® Fax 860.291 8757 l Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE UTILITIES SHOULD OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - FOR SURVEYS AND MAPS STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE esign m INFORMATION. ALL EXISTING BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.mmmF 40 0 20 40 80 &rofessionals, inc. BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET S civil engineers •planners •surveyors CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 40 ft. landscape architects • gis gps s/27/o PER TOWN COMMENTS RLe DATE. DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 165 South Satellite Road, S- th Windsor, Connecticut 06074 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. SITE LIGHTING KEY: 1. PROVIDENCE MODEL FULL CUT—OFF FIXTURE BY ARCHITECTURAL AREA LIGHTING OR AN APPROVED EQUAL, 150 WATT METAL HALIDE LUMINAIRE WITH MOUNTING HEIGHT OF 14 FEET. SEE DETAIL. 2. BOLLARD LIGHTING SHALL BE HYPERION W/OPTX BY LSI INDUSTRIES. 70WATT CERAMIC METAL HALIDE WITH MOUNTING HEIGHT OF 36 INCHES. COLOR: BUFF, SEE DETAIL. — — — — — OWNER: — -- -APPLICANT: — — — — — — — — — — COLONIAL POINT CHRISTIAN CHURCH BARBARA C. MURRAY 95 AVERY STREET 712 NORTH KING STREET MANCHESTER, CT 06040 SOUTH WINDSOR, CT 06074 TEL. (860) 432-3511 TEL (860) 528-1927 FAX. (860) 432-3512 LIChHTINC� PLAN PHASE DES/GN.• RAM DRAWN.• RAM/M NECKED: R1 JoB ND.: 2030 I DA TE.• 5-31— 05 DRAWING No : JOBS 120J0 k 2030-PL 0 T DWG RESURVEY PREPARED FOR: SHEET COLONIAL POINT CHRISTIAN CHURCH LP27LP Le CHA lE ROAD SOUTH WnNDSOlt8.9 CONNECTICUT Extent of Basement Future Extent of Basement nI_ --- -I n--r J" i 11 / 2d Back Yard Setback PHASE 1 139 NEW SPACES 123 FIELD PARKING SPACES PHASE 2 139 EXISTING SPACES 66 NEW SPACES 50 FIELD PARKING SPACES =205 SPACES + 50 FIELD SPACES PARKING TABULATIONS SITE AREA 322,396 S.F. (7.4 ACRES) BUILDING AREA BUILDING AREA PHASE I PHASE I FIRST FLOOR 13,600 S.F. BASEMENT 7,150 S.F. PHASE 11 PHASE II FIRST FLOOR 12,600 S.F. BASEMENT 5,900 S.F. CHAPEL 2,700 S.F. COVERAGE COVERAGE PHASE 1 4.2% PHASE Il 8.90/a AREA TABULATIONS cooV M N o 2 -a t� C= .° U LM&i 4N >� -L Lm" N [Be 4-J •r Ln ©L%1I C 06-03-05 pn(Mcu coom CPCC-CT-05 ommm LI H o A-1 0 SCALE: 1 /40"= V-0" s III II Down I u Stora e 333 s.. I— — — — — L_—_ Wgnls 200 S.F. , "M Classroom Corr dor ffm Classroom 712 s.f. Men's 200 S.F. 10 —41 Classroom 712 sf. M Cafe®bby 2425 S.F. I i I i i l { I I I I l { I I I l St®ge /\ Covered 5 . at { � I � I I / I n, Down FIRST FLOOR PLAN N Q a% U� � O ou Ln CL L. a 0 r—j LL V) au L. Ul • r Ct5 U. .� CL U 0 N E V 0 0 v I 0 Z Daum 06-03-05 Li CPCC-CT-05 0 CL J Q Z 0 J 11 v A-2 SCALE: 1/8"=V-0" 4n!-n„ 1' 0" 8'-0" I2'- 11 20'-T I 20'-0" 2200'-0" I 20'-0" _ ON O Q� `a V —� � 4-1 C=mo >0� ocmm a L. 0 0 U. o � •r- r' W •r 0 0 V w� N C .G i-P z O H 2 tU U z Q ©aCT11 06-03-05 In — PG°3000 U = c am) m CPCC-CT-05 Z Q�dII��Oa� 0 a Q z 0 0 �ar��bOn Ll A-3 f .. SCALE; 1 /8"=1'-0" 0 n 01fil IC v Cl iGcl 5vv UJI u muuulblI Scale: 1/16" = V-0" SW 7004 " SnOWDOunu ca - 1 - cooM re) C4 UthN 0 oVf ►r O^ Ln 6 ■�� 44 p bA Ce C 0 >. O U LMAMJ �J w ,Lin" Ln t I 0 I y Ln 0 off 4-J m a) 0 P—'j L U r" r •r 0 •r 4-J x LU DI%4C 06-03-05 G°pR 00o mC4 CODIE CPCC-CT-05 ON[SIECT NO. A-4 West Elevation Scale: 1116" = 1'-0" 70'-0" G" J """ "IvV`-- - SW 6319 "Reddish" "Escape Gray" OUu LI I 1--icVation Scale: 1/16" = V-0" Cm= Co M v "� N 0 =� tiq 0 ai C= C U �N MAJ .� LMLJ a Ln R P V I U z En U z IL J d z J U DATE 06-03-05 PROOMC U CO©C2 CPCC-CT-05 SHMOU HOo A-5 Buildout Perspective Phase 1 Perspective CMOCI) UthN p N Nt1Q � C �� C 2 «i Ln •r � V (3) CL t!1 Cz 4� Cl.. 4-J �=3 ° o 70 c •r L 0 X H uJ a N Z Q ©GJ4G 06-03-05 � PQOO aC�G4 C] CPCC-CT-05 EL Ll I A-6 Buildout Perspective Phase 1 Perspective Cl)_ M M U N 4-0 C NUOC= Ma051 G V 0LMLJ > LMAMJCl) a. Ln LA •r U � Ln L1. 4� ozs L3. 4-J 0 0 -0 �•r C 4� C U 4-J CO 0 Nl W1 1 J C .,G N I U 2 C] Z Q oa�� Fm 06-03-05 (r PG°3Oa�G�' U CPCC-CT-05 Z 0 J _ Z 0 CU A-6