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HomeMy WebLinkAboutPlan 89-86P Governors Square Site Plan J • v a t "Ir U S I S C i JLl SOUTH WINDSOR, CONNECTICUT Aw 9&-mre*d% are d by r c(ee�lcarj�olyl �c iluln Claypil A �-" � � t � 3 slat n ,/�� ntd• / i Landscape .. i-� �� ti ,� l�i •i� i ` �` �\� r� O �) j T / Design S V ionaIs, ® Architect CR3, Inc. inc PlannerlEngine /fir/. 1• �.� � /� f'� a � ���M • .1 - • t , , +}WSJ Traffic &ngmeetffes �. isSurveyor: �n " rof Is, Inc. ,.to L ll r y'•.1; .f_ ct : John ' berle \i• - 3Y4� .. � ._.� � � f��/ k�"` f„f`J' '1 j `` i .. Vesig F essiona IF ArCnlfe i :l•.:' �BfR • �f +� 6@ ii::i';`;5:::.iiir;r.::';"s:'.::aii::�iii':':`:::' ?fir ♦ �•'•. / r� , �_ vironit? a to , c. / r 9 , w � ^--� � '�` �� •�'� �4:' '`'-f y c7 f "��.i s ib ./�„1-f� yr 41 it t 11fi1>' f11►ldddr,.s ` „ INDEXSHEET ,;�>.� �•. , ••. 2�,. - � ;nd _ �� ._ 10 <t,�l�,,�.�`—�t 1 . COVE SHEET • ,. ��_ =.� -� .., . ; _ _� �- � _;..: - �,\` __.,,, ) � t .! i 2. KEY MAP L.l�of \L., "� � ,l;',�• ..�1�;�••f � �• ��� �.. 1` � �>, �•� d �(\ J :'y 1 r ! Il��fr°-1 -`•�1;4<< .• 4 •.,f•••• `..r l � ;`! - f 1 ( 1I 3• BOUNDARY SURVEY r 4. SITE PLAN 4iCtaypit •^ / \� a ' ��� ';� ' �l-r► .., . r���, l n�,� ��, 5. LANDSCAPE PLAN DEC 18 �ge� r/, li: v G' ga. � .. � .� • °. -i.. , f; • 8 , :. •ct� �-:� �° 6• PLAN �c PROFILE SHEET South Undsor ,! -. OWNER/APPLICANT: WETLANDS AGENCY! °r CAPUANO BUILDERS AND DEVELOPERSV&pjo. 7. SEDIMENTATION & EROSION �anoN COMMtsC�oN l SITE LOCUS 2os CROM WELL AVENUE. CONTROL PLAN ° ROCKY HILL, CONNECTICUT 06067 OVE .AL WN 0 C>q moo moo AM Aw 0=0 aw qw"Ifth�l 411� oink qw Im 1101111 1111 Air IV H Aw in BUIL IN 1'qdgvv�pp� JLWO SCALE 1" = 2000' TEL 721--8220, 289-3374 8. DETAIL SHEET SHEET I 9. (E SEDIMENTATION & EROSION OVERALL PLAN ABUTTERS LIST XF MW 4 ,WMW � AWNW 39-5 DURFORM, INC. 49-57 SWANSON, FRANK J. & CAROL ANN 1 SOUTH SATELLITE ROAD 49 EDGEWOOD DRIVE 39-7 SOUTH WINDSOR, TOWN OF 49-58 PRESCOTT, JOYCE E. NEWBERRY ROAD 57 EDGEWOOD DRIVE 39-8 SAFFIR, LEONARD 49-•59 SENDER, TROXELL K. & SPAK, C. B. 185 NUTMEG ROAD SOUTH 65 EDGEWOOD DRIVE 39-10 FRANKLIN DISTRIBUTORS, INC. 49-60 CROMBIE, PHILIP E & MARGARET L ✓.+��'".�� __ �--W 5a{} LINT: 140 NUTMEG ROAD SOUTH 73 EDGEWOOD DRIVE 39-11 MERCURY REALTY COMPANY 49-61 FRIEND, MINER C. & fRNiS11NE M. 45 SOUTH SATEELLITE ROAD SOUTH 81 EDGEWOOD DRIVE 39-12 GOIDSTEIN, STANLEY & LENTZ, MERVYN D. 49-62 KIDD, DAVID S. JR. & KATHLEEN N. 85 SOUTH SATELLITE ROAD 89 EDGEWOOD DRIVE 39-13 SUPERIOR REALTY COMPANY 49-63 WINNICK, MARJORIE S. 125 SOUTH SATELLITE ROAD 97 EDGEWOOD DRIVE Z 50-10 39-14 MALLARD CROSSING ASSOC. 49-64 GAGNON, LOUISETTE 860 PROSPECT HILL ROAD 105 EOGEWOOD DRIVE / 50-6 39-15 HOYT, ROBERT L 49-65 11 EDGEW OD DRIJ. VETRUDY M. q 145 SOUTH SATELLITE ROAD 49-66 TOLISANO, DONAI.D J. & LINDA A. C7 39-16 KOSTIN MIRON S. 121 EDGEWOOD DRIVE v 161 SOUTH SATELLITE ROAD 49-67 NADEL, JOEL P. & GLADYS 39-18 D'ENGGEIS, PETER R. & KATHERINE M. 135 EDGEWOOD DRIVE F 1 60-1 ` 201 NUTMEG ROAD SOUTH 49-68 WEREMCHUCK. JOAN Z \1 39-19 THE H.J.M. REALTY COMPANY 153 EDGEWOOD 50-8 50-11 Sa-12 60-2 u C/0 WARD MFG. COMPANY 49-69 PFAU, DANIEL J. & MARY ELLEN P.O. BOX P BUCKL STA. GU JUDY LANE 5M MANCHESTT3t, CT. 060 06040 49-70 GUERRA, AR1UR0 & WOLF, HEI.MAR 39-20 FRITO-LAY, INC. 165 JUDY LANE R R S 59-54 P.O. BOX X. 75 49-71 175 JUDT.Y A NE F. & JAN[CE E. DALLAS TX 75207 175 JUDY LANE M 39-22 PETERSON, SUSAN L 49-72 LAPENTA, BARBARA N6678'48'W .... 510.67' N64V8 f8'W /vy 223 NUTMEG ROAD SOUTH 168 E, DAVI D DRIVE A- 901J0'D0' Q4 N647472'W 160.27' N6775'40-W 256..33' 39-23 LAMBERT, GARY R. & UOR0IHY J. 49-73 160DWYER.EDGEWOOD F. I PHYLLIS A. 50-17 50--19 25s NUTMEG ROAD SOUTH 16o EIIGEwaoD DRIVE R= 25.00' 39-24 MAZO, EUGENE D. & BARRY G. 49-74 HAVENEC. JOHN P. JR. & MARY ELLEN L= 39.27' 279 NUTMEG ROAD SOUTH 152 EDGEWOOD DRIVE 4a-17 r- 25.00' 40-15 THE MAY COMPANY 49-75 NICHOLAS, PETER G. & BETTY D. 40-18 40-19 50-15 ( 301 GOVERNORS HWY. 144 EDGEWOOD DRIVE !`! 40-16 KURTZ BROTHERS REALTY 49-76 SOUTH WINDSOR. TOWN OF 287 NUTMEG ROAD SOUTH EDGEWOOD DRIVE 4G-17 CAPUANO. ELIO 49-77 MARLOW, PAUL R. & GAIL A. 40-18 SILVESTER, JAMES R. 124 EDGEWOOD DRIVE 1350 BLUE HILLS AVE 49-78 GREENBURG, STANL.EY &LILLIAN S. 4 . H BLOOMFIELD, CT. 06002 116 EDGEWOOD DRIVE t I (', F{"W-w A-� --��� 40-19 SILVESTER, JAMES R. 49-79 CALDERON. ROCCO S. & JOANNE L � j i N 1350 BLUE HILLS AVE. 106 EDGEWOOD DRIVE BLOOMFIELD, CT. 06002 49-80 DOWNS, ROBERT G. & BARBARA M. h 40-20 HAMMERMILL PAPER COMPANY 98 EDGEWOOD DRIVE 40-22 o N 330 NUTMEG ROAD SOUTH 49-81 HORAN, THEODORE J. & 14AUREE14 D. y — — 40-22 JRT ENTERPRISES 88 EDGEWOOD DRIVE 50-1 a — . . w — 345 NUTMEG ROAD SOUTH 49-82 MARCH. ARLINE B. -C4fl-24 40-20 N6678'48W 40-24 SOUTH WINDSOR, TOWN OF 80 EDGEWOOD DRIVE NUTMEG ROAD SOUTH 49-83 PHILIP. HENRY S. & VIRGINIA M. 8A00' 40-25 KURTZ BROTHERS REALTY 74 EDGEWOOD DRIVE 287 NUTMEG ROAD SOUTH 49-e4 SENDER, VICTOR 1. JR. & MARILYN M. OTHER LANDS OF 49-13 EK, CLAIRE W. 66 EDGEWOOD DRIVE ELIO CAPUANO 125 JUDY LANE 49-85 DEGLACOMO. FRED S. & JOAN M. 49-14 KEENER, DONALD L & BUCHARD, E M. 58 EDGEWOOD DRIVE 9-86 5 RD G. & JANICE M. O w _ 129 JUDY LANE 4 BLOWER 1N[LA c U7 49-15 OWYER JOHN W. & GENE F. 50 EDGEWOOD DRIVE a TOTAL SITE IS 7f.�0 ACRES La to 139 JUDY LANE 49-87 THORPE ROSALIE B. & FRED S. ff T Z 1 - S O & R. �WOOD D. ELEN G 49 t6 GUSHING SC OTT H 42 EDGEWOOD DRIVE 1 , y ' 0pD0' 3 BARBARA ROAD 49-e8 CANCEL. WILFREDO R. & SONIA J 7 N 8 � .�>�':'-. �'•�:'? 49-1T BOWMAN, GREGORY M. & KAROL M. 34 EDGEWOOD DRIVE ROAD 9- 9 5 O5 ANN 40-15 is BARBARA R 4 e ANDREw , ROSE 0D 49-18 RANDAZZO FRANK J. 26 EDGEWOOD DRIVE O 4a-1s 0 23 BARBARA ROAD 50-1 CAPUANO, ELIO & PAUL - LEWISJ. & 5 ARON B. GOVERNORS h 49 19 MILLER, LEIkI H VER HWY. p _ — 31 BARBARA ROAD 50-6 BROWN DAViD A 1^ 1sI -- 49-20 HlLI. ROBERT M. & JUDY ANN 994 FARMINGTON AVE A h G O 1 39 BARBARA ROAD WEST HARTFORD, CT. a6107 2 O l 49-21 SOUTH WINDSOR, TOWN OF 50-8 RULNICK, MARTIN !Sc LEE A. O 1... BARBARA ROAD 550 GOVERNORS HWY. i 49-22 L URIA SOLOMON & EDWARD & ELSIf 50-9 SNUCK ANTHONY G. & JOAN 10 BARBARA ROAD 560 GOVERNORS HWY. l 49-23 DEMPSEY NEIL C. & CAROLYN F. 50-10 SCHNEIDER ALBERT J.r 138 JUDY LANE 58 GOVERNORS HWY. 1 4 VERN CONSERVATION EASEMENT TO BE DEEDED TO THE 49-24 DENYER, CLKARENCE F. & GLADYS P. 50-11 WALKER, WIL.BER W & MARGARET A. SOUTH WINDSOR LAND CONSERVATION TRUST" 126 JUDY LANE 570 GOVERNORS HWY. - 49-41 LYONS, JEREMIAH J. JR. & CATHERINE W. 50-12 KUMITIS, NORMA E BUILDINGS A, B. C &D PREVIOUSLY AREA - 9.0� ACRES 71 ELIZABETH STREET 584 GOVERNORS HWY. 39-25 APPROVED AND CONSTRUCTED p 49-42 BRAENDER, W PHILIP JR. & NANCY C. 50-15 CAPUANO, ELIO 1 i» (310 NUTMEG ROAD SOUTH) 11 83 ELIZABETH STREET Ott GOVERNORS HWY. 49-43 KILLINGBfCK, t�WARD J. & LYNN F. 50-17 CAPUANO, ELIO 154 JUDY LANE 441 GOVERNORS HWY. 464.99' 966-12tkYlE 695.19' 49-44 FORRESTER, CLEMENT h. & BEVERLY P. 5D-19 RYAN, KATHL.EEN T. j rrf _ 86 ELIZABETH STREET 455 GOVERNORS HWY. 3! gg 49-45 PETRUZZI, MARK P. & MARY P. 59-4 REDENTE, PAUL P. JR. & MARCIA J. ' L�NE U ❑ DRIVE, 78 ELIZABETH STREET 620 GOVERNORS HWY. 5oo �� II ❑ 0 49-55 SEDAR, ROBERTS. & CAROLE A. 60-1 LARSON, ROBERT & MEHIGEN, JOSEPH 49-77 49-78 54 MARILYN ROAD 596 GOVERNORS HWY. TOWN OF SOUTH /�'� 49-79 49-80 49-81 49-82 49-83 49-84 49--85 49-86 49-87 49-88 9-89 49-58 6 COHAN,I Y NE M. so-2 N ROAD 608 G,V ERNORS HWY. L & JANET H. / 39-24 WINDSOR OPEN SPACE C] / / 39-25 GERBER SCIENTIFIC, INC. 49-139 HELLER MEYER �N 110 NUTMEG ROAD 14 TO ROAD / I�f 49-137 DYKE, BARBARA BLOOMFIELD, CT.49-76 8922 LDRRAINE DRIVE 49-138 OUVIERIIERI. ROBERT BERT MANCHESTER, CT. 121 SHADY CREST DRIVE _j D R I V E EAST HARTFORD. CT. / 39-23 � (1-7 e 49-66 0 C::J o 39-18 39--22 w 49-75 o/ � a 49-65 49-64 VV9-58 49-57 A= 897658, VV 49-63 56 5A 49-60 49-59 - 2;L- 1zJ' 49-62 49-61 sayr 39" z R 200. T= 514.23' 49-74 o O `r Zoning Dada Block L B4' _ 0 39-8 T 2oae8' BUILDING N PREVIOUSLY a A Q _ APPROVED AND CONSTRUCTED 49-55 �-- ZONE: INDUSTRIAL PART( Uj J. T- (250 NUTMEG ROAD SOUTH) -j 49-73 �, 49-68 .ITEM REQUIRED/ALLOWED PROVIDED - --'- 0 49---4�4`� 49-4 Lot Area 40,000 s.f. 3,341 ,052 s.f., 76.70 ac. J / 49-72 Lot Width 100 ft. 1900 Lot Depth 150 ff. 925 ft. f a Q E L I A B E T H STREET Building Height 40 ft. 30 ft. f v s -� s� � 49-77 � Building Coverage 40% 3.9% Front Yard 50 ft. 50 ft. min. 49-42 4 —41 Rear Yard 25 ft. 25 ff. min. TOWN OF SOUTH ,� F 49-70fl Side Yard 10 ft. 10 ft. min. WINDSOR DETENT .� 13 13% BASIN #1 Via e-rs• r'J Parking Io Spaces 145 see below 173 see below 39-20 tip R-46 0 49-69 a 49-43 } } ** T-62 SI450718'r 401.01' • (DENOTES ALL BUILDING SITES) 39-7 `.... .... .W. A- 00'47'10' 49-23 •� (DENOTES PROPOSED BUILDING SITES) 56T771B R= 396.00' 3 49 24 ,. T- 272' v 49- 2 E:::] O PARKING COMPUTATIONS: ss55024-'300.45' "I 2 w 49-21 INCUBATOR UNIT SIZE AND USE: 9 A A R A D 650 s.f. unit = 120 s.f. office and 530 s.f. warehouse S A R O U D Y L A N E 950 s.f. unit = 200 s.f. office and 750 s.f. warehouse 39--10 39-19 39-14 1250 s.f. unit = 200 s.f. office and 1050 s.f. warehouse 0 us 49 2Q REQUIRED PARKING: 49-18 49-17 49-16 49-15 49-14 49 13 A. Office Area, provide 1-space for each 125 s.f. of office area 650 s.f. unit 120 s.f. office orea/125 s.f. = 1 space per unit 49-19 / 950 s.f. unit - 200 s.f. office area/125 s.f. = 2 spaces per unit 1250 s.f. unit - 200 s.f. office area/125 s.f. = 2 spaces per unit z B. Warehouse Area, provide 1 space for each 2 employees 39-11 650 s.f. unit -- 1 employee = I space per unit 39-12 39-13 39-15 950 s.f. unit -- 2 employees - 1 space per unit 39-16 49-139 49-138 / 1250 s.f. unit -- 3 or 4 employees = 2 spaces per unit 39-5 500' LINE � oe 49-137 REQUIRED PARKING FOR BUILDINGS E, F, G, & H: 26 units at 650 s.f.- t = 26 spaces Office, space a Warehouse, 1 space per r unit = 26 spaces 11 units at 950 s.f.- = Office, 2 spaces per unit = 22 spaces Warehouse, 1 space per unit = 11 spaces 15 units at 1250 s.f.- Office, 2 spaces per unit = 30 spaces 0 U T H S A T E ! L I T E R Warehouse, 2 spaces per unit = 30 spaces TOTAL SPACES REQUIRED = 145 SPACES TOTAL SPACES SHOWN = 173 SPACES HANDICAP PARKING REQUIRED: 1 handicap space for every 25 spaces required- 145 spaces/25 = 5.8 spaces HANDICAP REQUIRED = 6 SPACES HANDICAP SHOWN = 6 SPACES 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS (203) 291-8755 PROJECT TITLE DRAWING TITLE SHEET LOCATIONS AS SHOWN ARE BASED ON BEST I HEREBY-DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH THE STANDARD OF A CLASSED MAP AS DEFINED IN THE "RECOMMENDED STANDARDS � �� AVAILABLE INFORMATION. ALL EXISTING UTILITIES FOR SURVEYS AND MAPS-IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED GRAPHIC SCALE GOWERNO]RhS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 13, 1984 200 0 100 200 400 e sign 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD AND EFFECTIVE JANUARY 1, 1987. THIS MAP IS COMPILED FROM MAPS, DEED DIMENSIONS (� BY A LICENSED LAND SURVEYOR PRIOR TO AND/ R OTHER SOURCES OF INFORMATION AND SUBJECT TO CHANGE AS A FIELD ® �r qe�sio, nals, c . SQ.UAn""hE CONSTRUCTION. SU Y AY, LO E. ,C ( IN FEET ) / ` DRAWN BY. srb JOB NO.: 86-142 3. THIS PLAN IS INVALID UNLESS IT BEARS THE _ ___ 10•-y--e q 12882 1 inch = 200 tt T� fir + IMPRESSION SEAL AND ORIGINAL SIGNATURE SURVEYOR` SI NATURE DATE LIC. NO. civil engineers e planners - surveyors _B SE� CE TER CHECKED BY r m rd DAJE 10 -4--89 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY r 170 ellington road (route 30), south windsor, Connecticut 06074 CAPUANO DEVELOPERS SOUTH WINDSOR 203 289-3374 DRAWWNG NO.: & Ca uano 142ke — N66 28'48"W -- 510.67' -- ,N64'08'48"W 339.42 -- -- N64'14'12"W 160.27' N6 25'40"W 256.33' GOVERNORS HIGHWAY N 174,262.40 © = 90'0000" E 191,195.30 R = 25.00' L = 39.27' i � 1 MAP—LOT N/F ABUTTER NAME 50-19 39-10 FRANKLIN DISTRIBUTORS, INC. 39-14 MALLARD CROSSING ASSOCIATES N _ 39-19 THE H.J.M. REALTY COMPANY .- N 39-20 FRITO-LAY, INC. 40-20 HAMMERMILL PAPER COMPANY N `h 49-20 ROSALIE M. BARTULA 49-21 TOWN OF SOUTH WINDSOR 49-22 SOLOMON, EDWARD, & ELSIE LURIA O 49-69 DANIEL J. & MARY ELLEN PFAU E-I 49-70 ARTURO GUERRA & HELMAR WOLF F--� 49--71 ALLAN F. & JANICE E. MARRYAT 50-1 49-72 BARBARA LAPENTA 1 49-73 DAVID F. & PHYLLIS A. DWYER � ( 0 49-74 JOHN P. JR. & MARY ELLEN HAVENEC Cn 0 49-75 PETER G. & BETTY D. NICHOLAS N66* „ z 49-76 TOWN OF SOUTH WINDSOR -. - N66'48 56 w -_ 64.aa o < —�� 625.53' � N6G 28'48"W Z D 49-77 PAUL R. & GAIL A. MARLOW Q 49-78 STANLEY & LILLIAN S. GREENBURG < w Q 49-79 ROCCO S. & JOANNE L. CALDERON 0) t� U 49-80 ROBERT G. & BARBARA M. DOWNS a S O 49-81 THEODORE J. & MAUREEN D. HORAN T (n p RtC 0' AL Ep SEIAQI ELE.0 49-82 ARLINE B. MARCH , CL 2 0 W 49-83 HENRY S. & VIRGINIA M. PHILIP 48"W 34' N73 49-84 VICTOR I. JR. & MARILYN M. SENGER Zoo ao' 50-1 ELIO & PAUL CAPUANO 50-19 KATHLEEN T. RYANGAS CL a� 25 EAS�, O4 ;:Jb AREA ,o'"CUP 1-5` 37341 , 413 S FT. 20' EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR 76 . 70 ACRES , REFERENCE MAPS PARKCENTRE RESUBDIVISION PLAN c�v1 PROPERTY OF A.I. SAVIN, t` HARTFORD JEWISH FEDERATION, & SAVIN BROTHERS, INC. SOUTH WINDSOR, CONN. (549---3200) SCALE 1"=100' JAN. 24, 1986 [ SHEETS 2,3,4, & 5 PALMBERG & RUSSO, SURVEYORS & ENGINEERS - Nl PROPOSED SUBDIVISION SECTION IIIA zo PLEASANT VALLEY ESTATES N SOUTH WINDSOR, CONN. t N 173,236.85 SCALE 1"=60' FEBRUARY 1959 E 190,742.68 " PRIMUS & WELTI, ENGINEERS -- 464.99' -- _-- 695.19�SUBDIVISION OF SECTION IV S65'33'43"E t=4 -12'43"E T PLEASANT VALLEY ESTATES t I SOUTH WINDSOR, CONN. S j SCALE 1"=60' JANUARY 29, 1960 PRIMUS & WELTI, ENGINEERS 0 49-76 l 49-7779 f 49-80 49-81 49-82 49-83 I 49—e4 SUBDIVISION OF SECTION V PLEASANT VALLEY ESTATES SOUTH WiNDSOR, CONN. JC�� SCALE 1"=60' APRIL 18, 1961 PRIMUS & WELTI, ENGINEERS r I I SUBDIVISION OF SECTION VI PLEASANT VALLEY ESTATES SOUTH WINDSOR, CONN. , 1 SCALE 1"=60' OCTOBER 19,1962 PRIMUS & WELTI, ENGINEERS j SUBDIVISION OF SECTION VII w PLEASANT VALLEY ESTATES i� SOUTH WINDSOR, CONN. °' '�`� 49-75 LEGEND NOTES SCALE 1"=60' JULY 23,1963 / .0 = 89`16'530. 8" ,�� PRIMUS & WELTI, ENGINEERS / R = 14-23' ` L - 514 23' •-. r- U IRON PIN TO BE SET 1. PARCEL LOCATED IN INDUSTRIAL PARK ZONE / - --------- " O EXISTING IRON P I N �--- ---~-��. EI EXISTING MONUMENT 2. PARCEL NOT LOCATED IN FLOOD HAZARD ZONE 49_75 ASSESSORS MAP-LOT COMMUNITY PANEL # 090036 0007B 49-74 3. COORDINATES BASED ON M.D.C. DATUM 20' EENsuAN OF FTHE 0oTHn 433.52' ...-- 17'SOS,w t 49-73 r r� L� = 90'11'39" 4 s-72 GOVERNORS �—R = 200.00 GRAPHIC SCALE L = 314.84' �.----�-�--�' 100 p 50 100 200 611111111111" S Q...UA I&Ed BUILDING 5 0 BUSINESS CENTER IN FEET 49--71 I inch = 1Q0 1t CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 �p 429 Za E \ ` � _ BOUNDARY SURVEY S7 civil engineers planners • surveyors swi Li S t g n• (20:) 291_8755 o f e s s o n a I s , inc . THIS PLAN IS INVALID UNLESS IT BEARS THE zo• ct & P EASEMENT IMPRESSION SEAL AND ORIGINAL SIGNATURE 39-20 CA \ 1170 ellIngton rd. (rte 30), south Windsor, ct. 06074 OF THE PROFESSIONAL ENGINEER/SURVEYOR. 73725. I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP BQ , j AND SURVEY-:WERE :PREPARED IN ACCORDANCE WITH THE STANDARDS OF A �ti —` 401_01' -- ----- � CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR DRAWN BY." RJA/SRC DATE: MAY 9,1989 SURVEYS AND, MAPS IN-THE STATi; OF CONNECTICUT" AS PREPARED AND La = 1531'33" '� S65'07'18"E ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON R = 460.00 `�' ' �}" SEPTE�R3,, 19 , AND EFFECTIVE RY 1, 1987. CHE�CKE'D BK RPM DRAWING NO.:86142-A2 4s-22S65'a7'18"E 614.99' L = 124.65 j R = �9600i� —..- SHEET 3 of 9 — ........ L = 5.43' co S65'50924"E 300.45' SURVEYOR'S SIGNATURE DATES, 1989 UC8 N0. JoB No.: 86----142 39-10 39-19 �� N 49- 20 49-21 -• ! ll �j 3/ 174,600 l tr' 1 ff CARTER RICE \ N /[= ' , �✓ , ` STORRS Sc BEMENT ry� \ GUY P . BURNS 11 \�` MDC COORDINATES irk ,n / POINT No. NORTHING EASTING �j I 1 174552.80 188963.42 / S 6 2 174496.27 189155.26 1 n, „ ll 4 I r' 3 174627.29 189193.87 ��=� �q; ► �`' ,rm` e�/� NP 4 174381.02 189768.89 5 174378.23 189775.31 I ��� < 73.9 # 6 174357.68 189822.43 ¢g.w 20Q 0 p, // . :- _ \ '' r r ! I 7 i 74355.48 189827.57 1 u ll fl ' / r�oMR J/l '.'.'.' ' '.'.'.'.'. . . �'\ l ar S I J> r � UN� �S R�CE 1111E 2 . n /// a I. . ... . . \ 2 . . . . . . . . . . . . . . . . . . /J 1 E �STf 1p,''' & " �� rr LEGEND 14 n I/yICp� ;, . . . _ ..:.'.'. . .'.'. • ' '.'. a IRON PIN TO BE SET 1'l �r FiyFNI FL; .8E; , 6 r. .'.'. S `� S3• jl� /� J • EXISTING IRON PIN ,' �� od ' . . . s �\ ,�k ❑ MONUMENT TO BESET Pf{OPOSED .4 N �. r a r 4. 74:5. . . . . . . . --- ® EXISTING MONUMENT •N rr' x 74.�FflLA71 42 � Psi 03 85.2 `�� NkF N i ` --_ _=�, EXISTING CATCH BASIN AND PIPE 1 3 r . . . . . . . . . . =="' '� PROPOSED CATCH BASIN AND PIPE f EXISTING CURB TO f C fill.;' i �� ~' l ll7 r1 BE REMOVED IN AREA EXIS S K 1�,9 � PROPOSED STORM MANHOLE 1,- .'" OF NEW PAVEMENT ', ,r� 00.' 2- X ' E"UCEa ! p• �T..F 75.2j Os EXISTING SANITARY MANHOLE AND PIPE „ "TEE s"G. . Ohl' / /� �\ l PROPOSED SANITARY MANHOLE AND PIPE HYDRANT AT s Gv .� r ,� '�� -�:--•,•.'.'.'.' .'. . . � � --�-' �aE `- =� � ill. „ Low POINT \ ` P , � r PCB 1 �' r P- '- �1t „ X ra o �a� �Sp . . . . . . . . . . . . . EXISTING WATER MAIN AND HYDRANT l" C •4 74 J _ Gq � , - _ _ t -w -w- - rrr o }4r rr f 4SM Eq _.,y�N J�_ r�l�l E 1 ,/ , r nr r C r / Nr. r. '.� "x8'x6'TEE •4 6 REMOVD PLUG AND CONNECT a �`s I -� � �-� t 4 0 PROPOSED WATER MAIN AND HYDRANT �, / 6a;, ; �.. o f TO WATER..MAIN. x s � PSMH 2 oaM� ? , ► a X 70 EXISTING SPOT GRADE f STc s F =7o.O ESMH 1 ' -300 EXISTING CONTOUR AND ELEVATION f , . . . . . > FL-69.04 E 6 r f ��l It n .� 5.i. •r . . . . 6 Rt,, p� 8 6 , 30o PROPOSED CONTOUR AND ELEVATION l I z�f / II �kls ll f 1" j If cE ,( �o0 rl , , 7 ¢ EXISTING UTILITY POLE I ,r I r It T�Nc lJ n �j Il p PCB _�, / ,� PROPOSED LIGHT . .:.:.:.:.�.I.:.:. P B 6 p - ti N° 'i`� PC8 8 r' t° D EXISTING LIGHT /1 . . . . . . . . . . . . . . . . . . -rO. FL=68.1a r '2s;`'ll� p l s'x4'x6'PREca - e e e LIMITS OF INLAND WETLANDS X 74.f� /.'. . . . . . . . . . . . . . . .' °i' x6"TEE METER PIT f J 4r wit r, C/ 74.8 .'. X 74.6 .. . .�.'.'.'.. . . '.-.'. . .'.'.'. . f 7 _ - �.• f' If ,l �l rr \ i .F:. .Flh' . :.%9. . . ..' b ` #2"x 12"x 8"TEE j f '° ` 8 GATE VALVF rrrl r \ / 1 rrr X� / C 2 /. '. (. � 5 PR QP ED !O2 t , P M4tiH 75 w ,� // r, / j ns n FLA Eo ND J �--- �'' i e r -1----" " rn w rrr EXISTING CURB TO // JJ i sa ® :...• • • f 1.00 a, Tr "�- I tt to N ►� / u BE REMOVED IN AREA / % ,`� X 75.3 >�' �r- -�`- N,>\• �i / 'r OF NEW PAVEMENT / J _ {?Q.' ca ccs p.` / rrr / I l j CO . . . . . . . . . . . . PSMH 1 - - _. 50. l2"x#2"X6"' d, I/ Ill l/ r`n r . . . . . . . . . . . . +�` �--:.'.'.'.'. . . . .. . . . . . . rj� ,6"Gm a H l RANT ^ . . . . . r � ` x 77.7 i _7 v i � J / A N PRO OSED _ - - d . . . . . _.. 7 _ D E -' - - TEMPORARY CUL-DE-SAC, . . . .'. . .'.'. . . . ..... . . . . .NOTES: 7• _ --=-r `fir C FLA E ND' 3 k R 2` _ *:,..:!.I!_: ,.-.... . . . � z'>. FC 70.50 rZ7' J SEE PLAN-PROFILE SHEET-6 OF B. PROF E ! Inland wetlands are locates within the Darrel as =_hown. the wetlands "ere I .``.. .• • - - - - ° a Q \\ FLARED END 2 X 7 .5 PCB 4 f verified in the field by a certified soil scientist. ' =69.52X 74.1 i . . . . . . . . - • ?. there is no lG+� rear flood hazard :one en thi=, parcel. \\ •� PROPOSED FL-71.60 6 r �` d'x 12%x ITEE / / FLARED END -`, >6 J w 76 t r 3. Elevations are based en Not datum. \\ - \\ ,PCB 1 a 4. All pr6DD5ed utilities are to be underground. OA r . . . . . -'6, t t r _ � SANITARY SEWER SCHEDULE \\ OSF � ' - . . . . . . . . . . 4 �BOo oq , r - & / SANITARY MANHOLE TOP OF FRAME FLOW LINE IN FLOW LINE IN FLOW LINE OUT c �DntractDr to verify in the field enact location and depth Y underground \ � ! - �r _ . . . . . . utilities. In the event of potential conflicts, the engineer is to to \\ �O��c. / , ry �� % - . . ' 6 0'N' f existing utilities can be obtained by contactrng rill _ _ _ r� 6, 0' X 76.8 5 ,' PSMH 1 75.50 69.94 SE 69.94 SW 69.94 NE notified. Location e q i _ - qRF S ' 6 PSMH 2 75.20 69.30 SW 69.30 NE 69.30 SE pppp rr��ryry \� � ' � � I ; % , v� GATE vALVE Before You Erin at 1-BJJ-qCL-44JJ. - �'� 75 to ;PROPERTY t tN 0, fit' k PSMH 3 75.00 69.92 NE 69.92 SE •' / � PSMH 4 78.77 68.32 NW 68.32 S .� 6. Fro used outdoor lighting to be low intensity security lighting and is not - 74 - - - - - .- , ^✓ \ ( / , 1rf / ,6 ESMH # 79.47 67.94 SW 67.94 NE p g' / . . . . . . . . . . . . ' �a > 75 - r �� to be directed at adjoining Properties or at town roadways. -- -� \ 1` 0 k _ PSMH 1 TO PSMH 2 16a L.F. B"PVC ® 0.4% •-- \ � - , , , , , , , , ,••F.- .FAR �'� . • T O co ,r ! PSMH 3 TO PSMH 2 155 L.F. - 8"PVC SDR @ 0.4% rl ` / - \\ _ 7. Fill material to he -lean native :and and grave! er as approved by q F - : ` � .' OR . . Ni - • Rv o * / PSMH 2 TO PSMH 4 245 L.F. � $"PVC SDR c� a.4n � ' `` , �. engineer, unless otherwise noted on the Dlans. t �-` �� PARKING,SPACES (TYPICAL) ..���1%,. .... ... . . . . PC 13 PSMH 4 TO ESMH 1 95 L.F. $ PVC SRD ® 0.4 - 1 t PCB 3 PCB i4 SQ. . . . . 'r PROPOSED FLARED EN J FL=70.03 ��4? 8"x8,x "TEE The wetland mils on this ma twerp identified / \ / r `� \ \ • . . . . . - i In the >-iE'td llSing the -_rite, r3 d5 F-equir-ft � �?, ' /r / I `` ``\ ` ��`1 ` / /. rf r •-•,•••••••. - �O 6"GATE %LVEQb P.A. 72-l55 as amended by P.fl. 73-571 / , / PCB 5 ! cr i • . - . . 2 �tvOUTLET TECTION{TY P.A. e7-33B. P.A. e7-533 and at, actor Orel / � r � r �` ` � \ � � r - b• - ��' � 12 GATE VALVE represented qr� this ularz. `` ` � (SEE DE !L) }2"xl2"x4"TEE r , �o �G d'PLUG AND THRUST BLOCK V r , N! �� ` -PROPDSED 3Q R6POSGU et `l;^ ..�CyC�U•�' ; ` -_� 1 `;ri FLAREQ END / g �� RED rENp ` 4 BLOW OFF AT LOIN POINT Q _ Y 7z :. FL=70.0 % _ \ FL=7a.�1 ,' l _ _ _ ° TQs STORM DRAINAGE SCHEDULE Certified Spits Scientisat Date L._ _ / � / . . N 174,000 " � -..� _. -. -- - �� . `<_ - _ �._/- - � _ r _..__c, -r _. _ ^�o - r J ` > -- - - _ _ = - " LC.(TYP.) �` PROPOSED CATCH BASIN TOP OF FRAME FLOW LINE IN FLOW LINE IN FLOW LINE OUT s B _ 69.6 Jr PCB 1 74.00 71.50 SW r `. PCB 2 73.50 71.00 W / � ,' ` ` / , t ' , PCB 3 74.00 70.68 SE r 1`` ' r PCB 4 74.50 71.28 S ,/ / J • ``` ,; r rr \l - PCB 5 74.00 70.50 NW 70.50 N 70.50 S PCB 6 74.50 72.00 E PCB 7 74.50 71.88 W 71.88 E ` t ; PCB 8 74.50 71.43 S PCB 9 74.00 71.14 N 71.14 W 71.14 SE �x`9.1 r r / r �'i PCB 10 74.50 70.38 N 70.3$ SE PCB 11 74.50 70.15 NW 70.15 SE PCB 12 74.00 70.50 S 8"x8% 6"TEE °r ` ) r r r r r �i� PCB 13 75.10 70.38 SW HYDRANT AT LOW POINT` a 2` 1 r r ,r PCB 14 75.10 70.24 NE 70.24 SW 6"GATE VALVE r ° r r r PCB 1 TO OUTLET 15 L.F.-15"RCP ® 0.5% 8"PLUG AND THRUST BLOCK \ 69.3 t i ,I I r r 'rr !�� : `: PCB 2 TO OUTLET 10 L.F. N 15�'RCP ® 5.0% / , / r INLET TO ECB 3 15 L.F. - 15 RCP ® 0.5% PROPOSED - �` r l r �cri PCB 3 To PCB 5 35 L.F. N 15"ACCMP ® 0.5% FLARED END - / / h r i PCB 4 TO PCB 5 155 L.F. ; 15"ACCMP ® 0.5% FL=70.00 r , / r i r/ I PCB 5 TO OUTLET 25 L.F. N 15 RCP ® 2.0% ,. PCB 6 TO PCB 7 24 L.F. - IS ACCMP ® 0.5% PCB 8 TO PCB 9 58 LF. - 15 AC MPP0 0.5% // r r/ , r �i • PCB 9 TO OUTLET 25 L.F. N 15"RCP CLASS V ® 0.7% INLET TO PCB 10 25 L.F. N 15-RCP ® 0.5% PCB 10 TO PCB 11 45 L.F. - 15"RCP @ 0.5% r / ,If ' r , PCB 11 TO OUTLET 25 L.F. N 15"RCP 0 0.5% ' r' PCB 12 TO OUTLET 25 L.F. N 15"RCP ® 2.0% PCB 13 TO PCB 14 28 L.F. - 18"RCP ® 0.5% I ,/�/ l II r ;r ! PCB 14 TO OUTLET 25 L.F. N 18"RCP ® 0.5% - t. UNLESS OTHERWISE NOTED, Ex1sT1Nc UTILITY REVISIONS GRAPHIC SCALE .. (203) 291-8755 PROJECT-ro-lm S DRAWING TITLE SHEET prim LOCATIONS AS SHOWN ARE BASED ON BEST I HEREBY DECLARE TFIAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP 40 0 20 to so ■ GOVE- R.N JK AVAILABLE INFORMATION. ALL EXISTING UTTU11ES I II-10-89 REVISED PER TOWN COMMENTS OF 10-27-$ CSS AND SURVEY WERE PREPARED !N ACCORDANCE WITH THE STANDARDS OF A ® • o m SHOULD BE FIELD 'VERIFIED PRIOR TO CONSTRUCTION. CLASS A=2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR e s f g n SITE PLAN o W 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS PREPARED AND ( IN FKRr } . w N BY A LICENSED LAND SURVEYOR PRIOR To ADOPTED BY THE CONNECTICUT A SOCIATION OF LAND SURVEYORS, INC., ON 1 inch = 40 0rofessionals , i n c w DRAWN BY JAL JOB NO.: 86--142 coNSTRucnoN. SEPTEM ER 13,, )984; AND EFFE ANUARY 1, 1987. ® 3. THIS PLAN IS INVALID UNLESS IT BEARS THE {+ < r)- q-- 8 Cl 12882 0 BAST i (;�t;�"�'I1;� CHECKED BY.• 1?JA DA 7E 8-18-89 IMPRESSION SEAL AND ORIGINAL SIGNATURE S RVEYOR'S SIGNATURE DATE LIC. NO. a civil engineers planners surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. SATE DESCRIPTION BY 1170 ellington road {route 30}, south w#ndsor, Connecticut 06074 CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 DRAWING ND.: a lcapuano 142eg I 11 if a I it N /F III CARTER , RICE, I _. �� rA / 'I= r I! i I STORRS & BEMENT 3 � G '__l '� P BUR ;JS • , iv - j &) PV N66- n N� 11 l `U/ 4�/ - _ 2 3�,�8"jy / 1 J �v �G � � c�73.9 oQ J it ! O /' I J I I--. ��c AR C1 lVq �SR ) i `i P� T S ,J I _ NE �C CINE ?�. / J rr G?A 8 oil LEGEND - --- . f I f „ j ' L�crR,o / _.- ._.. i• til� �Ul�f(� 1' a �� L , up I"N1- A 2S I j o IRON PIN 'TO BE SET ; 'I r_ \ r MfN Z .� � /• i T �e EXISTING IRON PIN icIll l • a �. � r �... r. ., � f \� ,� cx � � �-� / MONUMENT TO BE SET ( .��' 2v A ® EXISTING MONUMENT �_ ! _ I - �-k==== EXISTING CATCH BASIN AND PIPE �- `�� . �.1 r , f, EXISTING CURB TO ;1' -� 2 �4' T PROPOSED CATCH BASIN AND PIPE BE REMOVED IN AREA Il I o \ -c if OF NEW PAVEMENT ( 2 . �` PROPOSED STORM MANHOLE r , - „ �- L _r EXISTING SANITARY MANHOLE AND PIPE 2.5 Meg PROPOSED SANITARY MANHOLE AND PIPE 7 r I +�. ' ..' .. ANfTA J cL & ' PCB 1 EXISTING WATER MAIN AND HYDRANT 11 ec p 74,f� ': ' J c '�SF{1111T `1 AS •7NT ~l' _ nil rr, `I ` ` W t _ n Al2 2 M .\/ �.1, .- HYDRANT Cl) S 4.6 PROPOSED WATER MAIN AND i' II ! x 3 LU „I ol`t J r " �I ag': o - EXISTING SPOT GRADE • ,/ „ I' o ,3'"IU- - EXISTING CONTOUR AND ELEVATION j �/ { u! =J r / ,5: t y ��k8 y1 3Qr _ PROPOSED CONTOUR AND ELEVATION ;r - ,rr l -JI r �.h ,�`D PCB 2 M� �Lca�' i�� o`1Z G' �� � ��C PRISTING G 0 ED LILITY GHT GHT POLE 111 ,i I III { r' �J���i/nJr r Irruf r -•--- r -- s -115 / ` 'fie ` /ZV o PCB $ � a11 C. EXISTING LIGHT �,� - .. — 2 M - , l / ♦ A A LIMITS OF INLAND WETLANDS 2 �I I K 7 i I !1 1 li y- Tom• l "` ` '..�7� if l!l 1 74.8 W " / ;{ l,. it ,r•. ,, •�'' ,tom 4.�+� •J ` --1 � 1 � D� 77 I PW D i I I �. f �o '53& O V 0 :I I' Il D - /r „ _.,l( 'l� -- I /�. a ./�' /�J� jf - 3 K✓ ,/ _ - - r ! „ A,• a � ' n L 1 X� 1 L C•f.J '- -�'C i!' _ _ r i ' 78 if l n - . . �' ,I� L "" , ! f�0 /.s• wax ^. _-_--__ , ._--- rr : EXISTING CURB TO • 1v L !» i BE REMOVED IN AREA - °_ )C 75.3 o� - :�' OF NEW PAVEMENT / I' ro a I� f`ZG PA If \ 0 ~ - �'- , XI74.8 77 —TEMPORARY E- • � ;j 27' SEE DETAILV. CUL-DE-SAC. PROPOSED 1 _ "'-. j �E° - Z��-I 15 a FLARED EN ^' ,�O Y 76.5 PCB 4 \ h '` r i . =69.52 74.1 1 PROPOSED \' T PJ _ - FLARED END ' 3r15/% . 6 I KL 01 �\ FL=70.50 �iq PJ PC6 10 1 G QRE \ \\ ry r7 �V', O w' T T a X r 6.8 4 �/ A •\ i is _ �!2 I n• I f 75 IPJ- 3 -1 S 2 t2G 3 ,•7a � � CB / P `7 5.6 3 � \ ,pM ,. .4 I Iafi1 t PLANTLIST ! \ P KING SPACES (_D? L)-1/' ' �6q /� 'i.:. !�t�;::-':: '1'.::::::: p 3GIi— f•...\\ ttr��o \ \� PC .•.:. .•.•. '. ::Iff _..- Y �� � F!!r T PROPOSED \ \ \ r ?s FLARED END \�\, \\5\ FL=70.03 SYM TY BOTANICAL NAME COMMON NAME ROOT SIZE ern• ` . \` , ..,., •.vi YE r-1�•rr C�v-+�.•. ;Iz.:a 5 J ill `�(• `� \ \\ " I 6' `` .\'\ ''',��'� ``' \\ fop, 7rc'c I \I/SnN \ \ \� Tss ,� - �Lv .',;\�`'`�•`\.\ \\, �\\ aNv ey�•ry�+lra DECTUUOLiS SHADE 'IREF,S I \ G S \ �r\ �A o 4 PI,1 1 \ WgLe � - r \ OPOSED 3 LY ,'� '•`•,'``�`• •''�.�\ \�\:\ RbPOSE�7 AR 32 Acer rubrum Red Maple B&B 2 1/2-3" Cal. ! \ ARED I f'r'I : .\'.\\ ` \ \\,'\` FLARED ENr _ a \ ^- _ - \ \ \ ,4\\ FL=70.41 PA 7 Platinus acerfoli Y �1 _ _ \ � �r + Sycamore B&B 2 1/2-3" Cal. � -�� =7Q• 'MS \i , . � \ \\' •-•� � ID Quercus alba white Oak B&B 2 1/2-3" Cal. __... —74,U0^ \ ` \ \ .6" BCLC (TYP.) ♦ \�` ` \•. \\\� \�\ •\\� 2"sNtc�O�.v t�'•K Nv-u-.cH FT-ag1=G `FREES \ \ ��� \�\ \ I:=_r. rti �-�.t wu�E•art;��=s SMALL \ I PIS \ \; ov �, 22 Crataegus lavallei Lavalle Hawthorne B&B 6-8' Ht. 'Snowdrift Snowdrift Crabapple B&B 6-8' Ht. ` _ \ \ '' �, �2 Malus Snouxir PP � - Izwov� I�»P � \ \ �� \ \ \ r 3, _,•A Z n 3v4 or- Woo D S?<-1j \ � r`r�1 � � .\ � �\ ' =:.L•�!- •r,ITr-i C�!V+���"fT3�h s..CF�I-.. Pr1D L�l.�.i�) EVE .=RE�.N \ % , � 3" f;uii ✓t'Ci7^t Sr't1iG�f'�{ a.� ps \ �; \�� .. - `��• 1 / 2" s,+r�I� �.pa; Fnus..cs{ • PN 24 Pines nigra Austrian Pine B&B 6-8' Ht. \ �� ��.�' Scotch Pane �.\ \ PS 5 Pinus Sylvestris B&B 6-8 ' Ht. I `I'Su a canadensas Canadian Hemlock B&B 6-0""' Ht. y\� 'y '�� , �C� ' r Pinus strobus White Pine B&B 6-8' Ht. �• •� � � � n`O j �'` - L I'T ' I Jli'I z PROPOSED ° SHRUBS FLARED END 35 Tlex Glabra TnkbeT'ry FL- 70.00 TG B&B 18-24" Ht. �r rnH,:i s0It- ^197 1I - IZ" ., �, is , B&B 18-2411 Ht. IV W Ilex veL illata Winterberry 18-24" Ht. RT I� Pierus japonica caTpacta C�ct Japanese Andromeda B&B / / �= '— ;c • : + PM {8 Pinus mugo mugo Mugo Pine B&B 18-24" Ht. C 17 Rhododendron Catawbiensis Catawba Rhododendron B&B -3611 H . / + �z^ Planting R 24 � � , / P�C.4 vlrlrAe�r: RL 19 Rhododendron laetivirens Wilson Rhododendron B&B 24-3611 Ht. ' ' ub efile Viburnum B&B 24-36" Ht. VT 3 Viburnum tamentosum Mariessiz Maries Lao 1 KL 7 Kalmia latifolia Mountain Laurel B&B 1811-2411 Ht. / THIS PLAN IS FOR LANDSCAPING PURPOSES ONLY. 1. UNLESS OTHERWISE NOTED, EXISTING FITILITY REVISIONS GRAPHIC SCALE PROJECT DRAWING TfrLE SHEET one 44 0 20 40 80 LOCATIONS AS SHOWN ARE BASED ON BEST ,_ _* _. T____.---.- _ ____ .__ T a� AVAILABLE INFORMATION. ALL EXISTING UTILITIES GOVERNORSLANDSCAPE PLAN - o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. +�.___ -- _-- _- ,_ o m 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD +- ( , 5 IN ) SQUAMV,ra _.-L.. — _.._.--_ _ _ _ -BY A LICENSED LAND SURVEYOR PRIOR TO __ _ —_- __ _._._ _._._ _ I inch 40 ft. LAND PLANNERS _ J_08_IVO. CONSTRUCTION. ---- .---. -.----1-___ _ --- ...._.._- _ -+ _ LANDSCAPE ARCHITECTS DRAWN B Y r DATE" 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND,ORIGINAL SIGNATURE ----�--- --�- _ --- :� __ _ .._ 571 I-IOPMEADOW STREET Bv►5,�1�� Ng OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY SIMSBURY. CT 06070 CAPUANO DEVELOPERS, SOUTH WINDSOR (203) 289-3374 DRAWING NO.: e.• lcapuano 142eg f LEGEND c IRON PIN TO BE SET ® EXISTING IRON PIN o MONUMENT TO BE SET 2$' 12" ■ EXISTING MONUMENT EXISTING CATCH BASIN AND PIPE Is � 9" PROPOSED CATCH BASIN AND PIPE R-2" EXISTING SANITARY MANHOLE AND—~—G-- I PE PROPOSED SANITARY MANHOLE AND PIPE m N i Point of Application 12" N EXISTING WATER MAIN AND HYDRANT 1 w - -w of Grade o�' I1. 1 6" j- 48• � BIT. CURB Z, `L_ 3/8" t. V ? _ PROPOSED WATER MAIN AND HYDRANT r MQk 2 Q C TOPSOIL & SEED TEMPORARY CUL-DE-SAC, ' 1" Bituminous concrete class It - surface course (compacted) Grass strip reserved for Match Exist. Ground Hydrants, poles, etc. 4" Topsoil 2" Bituminous concrete class I P -o binder course (compacted) QQ 1" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE `F 6" Processed stone Traprock base (compacted) t� 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE k Q 6" PROCESSED STONE BASE Min. processed gravel o subbase over prepared subgrade (compacted) ® 6" PROCESSED GRAVEL SUBBASE TYPICAL ROADWAY HALF—SECTION NOT TO SCALE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION �� ° 00 / s III PCB 13 ' ° 12"GATE VALVE 2, 12"x 12%4"TEE 12"PLUG AND THRUST BLOCK 1 _ o o 4 BLOW OFF AT LOW POINT 00 CS 14 REMOVE PLUG AND 2 fl0 ' PROPOSED CONNECT TO EXIST. FLARED END 12"WATER MAIN. PROPOSED 12 WATER MAIN FL=70.11 6'x6'x4' PRECAST METER PIT Z v 12%12%6"TEE 6"GATE VALVE AND HYDRANT arc' r 3 12"x{2"x8°TEE a. 8 GATE VALVE i? v� 12%12%8"TEE v 8"GATE VALVE _OD PLAN OF CAPITOL AVENUE- SCALE: 1"=40' n 0 0 Cn { 100' VC LL ai PVI STA = 0+60.54 .� M p ^ PVI ELEV = 79.61 CS 64 VC o� 11 11 A.D. = 2.10 1 ��c W K = 47.51 !I 0 I1� W Il PA STA = 2+78.59 �j V HIGH POINT ELEVATION = 79.49 � PVI EI EV = 75.66 uj HIGH POINT STATION = 0+24.46 W A.D. = 1.81 h ca w m m K = 35.26 0 `D 80 iE Q � IE PROPOSED CENTERLINE GRADE tQ En W _ m m CU G LU W EXISTING CENTERLINE GRADE 70 8"PVC SDR 004 . - - - - PCB 13 Li ESMH- PSMH 4 FL=70:38 OUT SW o FL=67.94 IN.'SW FI=68:321N NW _ ._co0 FL=68.32,.OUT NE FL=67:94 OUT NE N PC TO PC i B 1 B 4 _ _.. ._2a,L.F._--_18"RCR 0.0.5% -o .PCB-_14 00 Q - =70r24 IN NW FL FL: OUT-SW a o OUTLET 14 TO TL;ET CD .. i _._ 25--L.F q - - . ._ Q _FLARED._END.._. DATU3f ALEV FL=70.11 60.00 to d NCo M of Co a m r7 ^ a0 CO }}.-0 Sb a tt 0+00 1-FO0 2+00 3+00 3+25 PROFILE OF CAPITOL . _ AVENUE SCALE: HORIZ. — 1"=40' VERT. - 1"=4' Coordinates from MDC Grid System U.S.C.G.S. Vertical. Datum one 1. UNLESS OTHERWISE NOTED, i=xD ON UTILITY REVISIONS Contour Interval 2 Feet LOCATIONS AS SHOWN ARE BASED ON BEST ® (203) 291-8755 PROJECT DRAWING TITLE o n AVAILABLE INFORMATION. ALL EXISTING UTILITIES ® SHEET 0 o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. /� AVENUE 2, ALL UTILITIES ARE TO BE STAKED 1N THE FIELD 1Dqefs1gn GO �RNO RS � TABY A .LICENSED LAND SURVEYOR PRIOR TOroessaonals, Inc. SOUAR ®F�� 6 CONSTRUCTION. � 3. THIS PLAN IS INVALID UNLESS 1T BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE ® E DRAWN BY DA ✓OB NO: 86-142 OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE DESCRIPTION 8Y *• civil engineers planners surveyors BUSINESS CENTER CHECKED BY. RJA DATE 10— - 23 89 -: DEVELOPERS, SOUTH WINDSOR, CT �(203) 289-3374 117D ellirtgton rood (route 30), south Windsor, Connecticut fl6074 CAPUANO DEVELOPS DRAWING ND.: D: CAPUANO 142PP—E J 1! lfl 3I 1 rr , O it \\ i I It 11 \ / N 174,600 N /F If I`I fl l�l Ii CARTERRICE �. �� F , rf I , GUY ryr� P . BURGS f DCCOORDINATES � TE TORRS Q BEME THIN No. ORG EASTING 1 174552,80 188963.42 V N 2 f 17449627 189155.26 ♦ 3 189193.87 % LT� '�♦W 4 174381:02 189768.89 5 174378.23 189775.31 /ll 1,r r, N733 I j l'v� 1 73.9 6 174357.68 189822.43 1 , l/ ! _ ` 4 48 ` `' 6 ` '� ♦ , f f 7 174355.48 189827.57 / 2 W / 1`I nr I' 11 I r J' >_ oOM S SIRS W n 11 \ . . . } - _ • _ _ _ • . • \�.� �►®�, f n-\wA CIN�A>�� SCR�C� 2 / 1J' / ;�,> .n�. . . . \\ ♦�. B l i \ PLACE SILT FENCE Ld OFF PROPERTY LINE C1iVE ".r. - 1�' r LEGEND GEC n r 0 IRON PIN TO BE SET �$�li ./. \` 1RICgC.;S a` 4 f EXISTING IRON PIN , 13A . r� - ! 1 r 'J / , EMS i 6 r•.'.'.'. . . . . -".'. . . . >5 �♦ 's3' / i .s� rl r,r l _ .C . i`-f. NT t� PROPOSED ` 4 . /r. . . . . . . .'.'...:...........'. . . >6 \\��' EXISTING NMONUMENT ET 1 �it l �' �• �l. � , ' Xt•. � A '-_; �--'� X 74. FLARED Ey['1 1 - . . . . . . . . . . . . -�\��♦ � --- EXISTING CATCH BASIN AND PIPE II /i �ll --�.. ";� •. / r; ,., LI ,, 71.42PSMH 3 ` -. -'---' PROPOSED CATCH BASIN AND PIPE •�,�� / e e '\ r '� C ~\` FL= 85.E `� +r rr r n EXISTING CURB TO �� - _- �I �_ ll-� 4 BE REMOVED IN AREA j a EXIS S CtCPiLE PROPOSED STORM MANHOLE r I /! II,� !lr OF NEW PAVEMENT ! ;r�.' fiif'Sr- 54.E \� ♦� 75,B f f ' - - - - EXISTING SANITARY MANHOLE AND PIPE 11 f) I collie / o � � "�- . i`1Q Ill rrr 1 l �\ f' �0/'11 /s , •.,:,..:,'. . . ` PROPOSED SANITARY MANHOLE AND PIPE Les+ . . . . I , .CFI.•. . . . . . .'.'.'.•.-. . t �\ ��♦ I J I �Irr �llr CL & o WjD� C�, �`� `, z II•I 1!r r rJl t PCB 1 m 4 ��,. . . . . . t `\�' rr ter/ I r '`�.: - & p` ' J „ x 74 0. o , ' ' EXISTING WATER MAIN AND HYDRANT p/ ,+� / 'SC3, II Ir jJ C ICA _ . ,.AS a s - - - I n f �� V�o - 1'- / . . . . . . . . . . . . . t, iii rrr I Ij f `ASE,WztvT SUM NT -I�; fj' „ l E 1 - 4 ' ' 6 ♦ 1 - I r �2I jll / l f r Cu. f \ X 74.6 i:.:.'.'.'.'.'. . . h 4 o f1 PROPOSED WATER MAIN AND HYDRANT rrr. x 7 I6 Psll�I 2 . . . . `'� �� r 5 0 j -X 70 EXISTING SPOT GRADE ! 300- EXISTING CONTOUR AND ELEVATION l; o / � i _-J a ,r t...'. . . . . . . . _ . ` , 8 s , sin 1 1 also PROPOSED CONTOUR AND ELEVATION l ,r 1 1,. J ll `� J II 5.. . . . . . . . . . . . . >�, ' o ° e EXISTING UTILITY POLE 1 j . . . . . . . . . . . . . . . . . . - _, r r O.Dp ••. - ANTI - TRACtCING. !-�PR01�i. f'. I v 11 f n Il p PCB a r C- PROPOSED LIGHT r. I Z'I h S r'N 1 I II " m Jf ,' . . . . . . . . . . . . - , / I�Q• aO , rr ti j r_ll , ll rl IJ i ci �� 1 `: rrr O 'I� PCB 8 rr 'p� '�• . r - f O EXISTING LIGHT 75,1 A ® A, LIMITS OF INLAND WETLANDS r,r -` x 74,t� 'r ,:. _ . . . . . . . . s ) ! , �� to iawat Ott, SILT. ,FENCE nr jr if .may%.t,� . ,., , - �_l?L+ _ rrr .. .75 �'. . , //� x 74.6 � 4 rr j '�' '' . it ♦ F. F�IQS Srit 'rr PCB rr r, PR 0 ED J PSMH 4 �D x�i c 2 r ��i< i; �� FLARED ND - ---r `�� I 5EUENG _ . . FL=71.00 1 , ��`� s - OF COtiSi. UCT ION: rr ^ ! \ n EXISTING. CURB TO J II 1 . . . . . . . . . . . . . . . . . . . �' ' ./f•r. L I. Plate sediwPnt baninr at Inp of sIoQP of eziSting Swale, and across Swale . . . . . .� a=.t dowrsbeal, of to fined tee star rrtssin BE REMOVED'IN AREA / n� L'? X 75.3 °i�i _ , ---'' i r r r r 9 1r' r `: '• h �V ^ ��. PAVEMENT' / . . - . . . . QO . . ...•.•.•.•. . . . nttanre. OF NEW A ENT' J Il p :,F ��� s9.f'.'.'.'. v '.��,_ - _ - ',4. g D e P. Install anti•tlar,Vin anion at site P C�Q T,F� t, _ to - s' o-. 1 `�`� 3. Strip ttpicit and prate in slnttQile south of etistinQ building, and as S .e� ��`' •� - -r ® shown on sheet 9 of these plans. rJ / 7 - f3;•. {\� _ 4. ct,nsttuct Swale ezlensioe and tPererary ha,tt toad crossing. . . PSMH 1 " " 'r ��� T 1 MI6 S. Install silt fence a1 top of slope of Swale, Install 1'ifn ap beer a5 shown' '.'.'.'.'.��. . . . . . . .� JTfr h t 1 � �� fin plan. ^a -ter t ® ti. Construct Sanitary sewer, wafer Bain, and gas calls in Street. lnslati i1 I -; S AW 13ALE . _ . . . . . . . . . . _ / TEMR RIP RAP BE :. - � � - - .�- _ _ s1?- I ry X 7 7 7 St eel drainage and nulta4 ptt•►ection, Plough grade sb eel. } EXCAVATE 'TRENC1i.�• _^ I cv M ELEV.-T f - r. J i D STAKE SIFt�9Y. Il TOP OF BE 1 1 Q-�h PEEP AND,THE WIDTH OF A 2'PLACE AN 1 - 7, ConSlrutt rile saniialy and drainage, [nugh grade si1P. 1 I ti eAtFs. M.STAKES PER BALE. '. - \ �B 3•' - '-'-'^~ _ ... .._.... 7 b 1 weS ells MAW BALL jf PROPOSED y ,-} r 8. Inslalt miElel prnlertion few stw■ SPww s, and riprap Pr■ n . .. . - _ - ==�" ►o RED END I 1 2 TEMPORARY CUL-DE-SAC Swale as Shrnn on plans. ; IN NO IMRE OR TO", ""' _ / �, 7 - �---� FLARED. Idin fnnndalinns, finis St eP apply I ` ,1 17 , 4. Lnnstlucl bui 4 ;. �- t p r FL 70.50 27� SEE DETAIL to roadway. h r t wtitities, a } base rr•ursP _.1J .-+'•'^`. \ r � I I � It'. finish site utilitiPS, tfinstlutl buildings. nA ` PROPOSE _ •,��y "` ' td rrc� l 3 It. Apply base rouge and hinfirr to site Qattinq and d,irrwayS. Arente anti \, FLARED END 2 1 ` "` . . . . . . . X 7 ,5 PCB 4 �. t 69.52X 74.1 1 ; tlaciig apron and IPepnt a,y t ipr ap barns. s IS eSlabliske an Site stil is etahilirPd;isilt barriers ray 3G. - , 12 lr soil and seed lawn areas Pstahlish landscape p s srRww PROPOSED . . . . . . . . . . . . . . to /� )6� ® - 76 It be leicvedra� d d pnenaerrreatr.PACKED �� , FLARED END FL=70.50 -t ..;..... . PCB 10 dC PLAN VIEW CWPACTTD ti ui` �� ♦ Op ` _ _ r \` / 64 _ tT t `• t _ 4.13ACKFlU,AND COaaPACT. , C5+ R THE EXCAVATED SOL AS � �� � - I- . .'. � 3,:YAMM LOOSE STRAW S I tl SHdW ON THE UPHILL 9DE ! 9y a O - _ _ :BETWEEN siAt1� TD CREATE i OF THE BARRIER TO PRE- �� - � ny��/ 4. rho µ N 5d 0 � X96,8 � �`+z= ' A CONTINUOUS BARRIER. I I i I Yc?iT PIPING. _ . . .-�, - .,. F,QS�r1!G+ r " � . . . . . . . . . . _ _ .S' . . . .- V+- � 1 •j, �-'' I it I _ - - £q 75 . _ . . . . . . . r SOT ® ' EROSION rJ COCQN 11?O1_ - • - PCB 11 �J / . . . . . . . . 75,6 in a r_, r rjam _ _ _ - / 4' +� t. nl f r•., nsinn fnntr n) fuearur es wt 11 lye cnnst,uric-c nt,n h. - 1 . . . . . . . . . _ ++C•U . . . . . . . • O J ttt tltr• "Gk,irlel Ilse+<, f nr Snit E,n,inn ar,tt $f?r}3rnCnt Co 7't: �.' . . . . . . ... w t . r \ � %�' /R �`' • . . . . . . . . . . . . t a ra .. ! •'� \ . . . . . . . . _ , $ •p r !� / tl,r r:r.nns•r:l.irul. Cnrinr:}! nn rni 1 Ind Watrtr Courier vat.in,+. 1•Y LO, .' f.'F'. '9:' o.. y . ! �^.. -•• "�"" 0 � • ' � •Q � ;t, lia yl+•lir., a, st,nwn to lie butted tt Irtly rand to en+1 a++d s:takc rt its R.' .c JN� a,-o• PCI� 13 rn „5'n t°ro :?' .-. tti.. x 3rt" wooden .takes PO t, r. \ \� ` �` ,S'f�t'. pin I g r al t l _ \1 TYPICAL ` �. `+ J Z. t1i 1 fir naio,t r.ntrt+olvmr+tc.,n r's �, T. to lip maittk, tIt PARKING,SPA � ... . . . . . . .•.� . . . . . . . . . ' � '�• . .. , / CB 14 , 'ofn .3£, t,rr rr!,sat'y. '1 3 L . . . ,l . . . . . . . . .PROPOSED , tD dttr i fig r:nn;;t., if t t P�iB •S ^; •h'A-• •otr?r,t.lt ln„ t , ,r nl 1 sedt 1/ � , ,r_ else im le / . r r nr ,tbie `• � � I �. '1 / , \ � . . . . . . . . . .FLARED END , 'C3'gQ• , r t. r'ont-,'acts, is e.s r + I ( I I q i I # \ , / �\ \\ • - ,n o .else} rt u3iun r ni,t.r nt mcasue t^R s>l,uwtt on titr?5w r11.3n .. FIti3 a. 44 qi I� �il�T� I14r�lilll�l � , , . �` • - . . . . . . . . FL-70.03 t. . . . . I ` r F•:wean•:lit f 1 f t y i �. rll �l�� i � � , • i r • - �O' � r,r tFi+le= imt�lt+mt?nt/t ion as w. l l , n ar mnintrnai,rn. � \ \ p,r,pri^.awl rl,.trtgnc tsy this pl sn must be aitrrovrrl by tit, J I F � ii r I �,. \` � � .. '.•.'. . . . �� `\ r O , + t•,ryinr.+-r 'at,tl,nr the. }n t,Pr•., lnc.il tnw,t agency. Il�rll�111�1) I11r11�Il1t1 � r \, _ 5 / � . . . . . . ` ! - � , \ � . � r . . � 7 i •i. not-1..1., art Ilse] oils n+,; tc Mc in5t,teett+d ,t^gttlar }y to in�,u,v ni r+t,+•+ L, t OUTLET P TECTION( 4 s I t + . ' � �• ,� ri t t i on. t e,tr to L n nfl4lt=+! to o, ,r,l.lt'CC} a•: ,et to t e,3cd (SEE DE AiL} .. , ! / e etntr n, tt?,• tai t t t+r , rrpnnsibl? to swt'F`p r"!j�tinq r n.trlS: .tt'• I 1}airou of � \ � � rrr + .+ h DRHNAGE WAY ' O: S ' , h, r, n-:irrn Anti 3ellimn tt.itinot rn,sl.rnl' mc,�•+.n C, -Jill hr, i,tSlal lr+r1 r O, \ A D • MP'RIPRAP BERM RbPOS r i•,r to rnnstt,er.tirrit, w1,r•, Etv?r 17vcc•ibt�. �`-- <t/ / pR 7� TE rEL O h. hr to rtatr, ,•,i th, AR P. F BERM ELEV.=7 S LARED ENQ . A. r nt t. t.,,, rr rot mm n than t a rl Sys s 31 I f .. . - O.A 1 - 3. ,o � FL 7 Q /.,"N �hW : r. r °D `] _ a FL=70.Qa�.�'' , ,I r d, i rid wnatf rite i,t ron 1 rh rrr atnnded perrriviil r`n UJ 2 /}.o. ' � r r,- , adi,,, it,rJ stnhili:ati > in P , I ,al 4 7 r ,t to t,l4t^ 1 r,ce. , - ®• r , , inr,t�tlf't! ettp itR C9 J .. nr•' n rm, ,nE mra-,urns _,I al i Ile / _ \. . .- ^ , r 'renal rr .,In t 174,000 _ ,� a. nitit , , / ' .. r , - .. t ? \ 11 11 a _C v f 1 t C• TYP_ r 1 r 3 C r• r h e.1 CL err n d_ 6" B r.+ u+ f .R 4 Y li lr_' _ _r •f r• d C- � � d Y W r 1!s'r n _I rr r r r 11 . r_•n. t rr. r to U ...t tint rfimr, in Cnnt•lCt trslr�. t:,, I,r, ,larnrf sn ti,at string doer, rn q +�. ::: :-. ..•. �' ff•i� )II �II + \ r r , y r1Pon Catr.h tlA. in I,q,•- t:nnt.r :, tqr ,r U. tloTL \ ♦ �.- ., 1/�r dn+ t nq r.mi».h+,r t i n,,. '•M;"•.. :/,, :. ..:'': ..: '. � �; : . �.--- _... .. EIkYATlorr_A?3?dNT A siiotil_D -. �6E 11iCk1EER T1ira F�.r:.vA1loN AT \ \ �,q _ PONT B. V , \ r 't'R i•y� � RG:• '� ' . . � Sei+din Sclt�rlulc r CROSS.SECTION ' i tmrd tr i t}t a: -.' '. . .•,. . . r ' tur tend a, ra nnF: paved nt landsr_aped sltal 1 t3P lr. h1' \' $ t tint, srtii.. i � b e i a s•r G. / • , f ltt ,sni ! �evf1 n� intfir_atetl tt 1 , rtd5 ,. . . -_-__...___ ' . , .,._ .... ... .. .. . . - - k• ir�d at fire rate of 300 aui•,r1s per are of 'J 5 pnu ....... . . . ' . - � i irrtili�e al 1 P f I" ! ion 300 11 t 1 1 0 , f0 nr a uivrt]r�rlt. ]ti addit , STALLAT 10N tlr,1 , 10•••10 - RAW .IN � z, � :: . y1' f r -t t 1, q ALED.. HA.Y, OR ST t. ri 1 t ! t' ..i v�i.n tls ar �9 Co. n ,nr grew ar P.Ijivr?leFlt of slaw rt�leassr^ ni tragert may I' 32-24 RCP f f n / t to 0. 1 'v lE? t t t 1 -ul a- S i T C, ,l m - .3 e_ ��' 7 tt d l i e ,.� t r1i r. . t t F1 1 r n. ri ! r f r ,' t y' cote. �. k 1 _ tare,rl � op ply 9 . .. ..oat to s :.. - `:. ':. .� � :, c � 1y g W 2.0•'MIN. COVER. • P• 2 , •:' y�J ... t , yr a •' :' ,.. .. .• .': - ,. .. . - `'�': .: r• lP r•�te nr 3 tot , .. C .. . . - .. .. . . . . "_ `•:' .• . .. _ r, t� ma ,tr_+.cum axitlel at tl _ P r t _ 0• � '..•t r^ cent c• ir-iti t pslt � i• - STONE' y / r In r r 'i r i ttr ter 1 )t. . .d • Q ai ft i cckftll the'treitctt- d OR , . ; � .. -. .. -...'._..._.._............. .. •.. � Attach filter...fabr(c to ..•. 4. 8 . 4. "[a p :•.T 2. STONE.•T0. BE'.-''•.''' .: - .. : . 3. 1 r ' _... . -. .: a the trlre m oct ttie GRAV .- t . 2. Sta i -fend ond'exte,nd�: �. ':ond-,co R W 6 OF:CT. OA �• 1 tha:wrire, n9 F TER FABRIC :. r osts..and P : : t� LaCEO' OVER . 1I_ I r f'Frn,anent tie etattn,t.- ,a, e 1..Set.P 9, .. C la O9 R - _ .'.. . ,.,. .. ..;. .... ..... . . . .mbsh fencing _ .-, tinted. 'sail .,-.� - PROPOSED , •:' � , ,. . .. _ . . .. •. :. .... . • ; . _ •it�into 'the' trench.' .'.,. .: �:-:: ;. . "�^ 'J cavorts a..6-x6J ex RlAt,; .. . . ." .. the. oat._: , • •..... .' ': .. . . .�.. olKt- . � •MATTE the.end a# p. .. E / r , , nrl llU t15t 1;� tt t ... .. _ from -- �' r• n r'•' t 1`.3 too .) t tc� t:3 a '.e . ,. u sic o o9ts.. .- 9 P P , r, F ARED-EN D . �•...' L f f 1 1 ,r rli dates• t Ftit 3 � D � r / , .. ... -« .:... .Lt] - r n ra + k•t'1, m i w tut e t . .. . to oats .. . - � _ • '' ::' / .M VYire ra ' .FL 7 ,• •/ � 1 . 11, r c t l o , c t g- P Fabric . u7 , Ct. : r r ". . � .. ... ... . . ,' I)DER. SlON � i� . t r • ,a r s o PDST. encin - .- - , . .• .: - •. F .'• �' • SEEi'SEDiMENT'AN Q :.,. ' J 1\ . O , t:e, It } y h 11 9 / / n DTH .t r ttr� ENT W I S ' r, try AVEM i t.i � i 3 � r- F.0 }T g ..�"s tabEitt" S R � / fo r" / C.ompdcttxi r r a 145 lb-nJ, 'sdf- i _ Y ond . . J 8acicflii r 1 / r e. net a f r ,5 ni,l Ids _ n , r t _ t. o p n t t 3att rt r 1 �/ t ri _ti 1 i 1.1 Y 1 I r to _ i SrJ•. t _ r/ / : •-d , r 4 r? a tl led ai: ;t FAty ttf 50n• 900 pounds ps?r 1 , 0 ,) fn: i . . .. ..: _. _ :." : • . • . . . � -.. - ENT r EQGE"OF PAY , l r 1k _ -I I - CC'' t.' � r V etati c•+ Ca e EG r a e I -STR _t� a � t THRU , / p r / i I t 1 - v r , ri 1 t+•• l 4 c ,e 1 :`. t nrrad ...... .. ".. .. .... ..: .. . _ .. rift r r acre. with a c ,-.-. .• '-- , vund ter- 1 0(tCi 5r � f t ran pnu cis pr' . RO N'l�E TAIL T:RA AC "-"AP _ ANTI � .► . : :.:,• - Its m l_i'rit at .2 'ntis c+r lice " -•, .,, : ' ... . . . . - . . .. .. _ ,- PTO:SCALE'`:.: ..:'.-• '� : � :. . . TER . BAR ER C _N S TRU. THAT C F L - : • - + DRAWING. TITLE T _ PROJECT _ RA SHEET GRAPHIC SCALE .. (zo3}` 2si r�7s _,' . ca VISIONS ::: TlON AND , -t x. 'EXISTING UT1LiTY :' RE: so 4o go :., SEDI MENTA ,;,:".;'• ,.. • r--p.o• . _. �:: vt�LE�s aTHER+MSE �roTE[). ,�x ..:..•. . � _ • b.ON BEST. .,.• ., � � � ..., � O• - LOCATIONS:As.sHOwrl aE.sasE. ;: S PLAN ISR SEDIMENTAT M�oN - _ { .". ., . THE CONTROL PLAN-- I TING 'UTILITIES:..... .. .. n ER'US 10N ON arao ... ._ V L BLE.INfORMATiON., ALL EXISTING. 5.'� �. A Ai A : lI) _ wrn . D.-YERIF[i:D.PRIOR'TD CONSTRUCTit?N....,r. : ) - .;;. •;". ." . . ... ,;:-, _ s}tOULD BE FIELD OSiON CONTROL ONLY AND .. . .,�.. : • . t.. . . - :•. . . . ND ER JAL Bs ��z BY.. O.: av PRAWN 4B N FIELD � S •' :✓ KE-D IN THE ft.: rr 0'•BE TA 'Cth S 1 � ,.ARE':7 ' 1'.in � - •am =U Tl SRE . ^^ ..2.. `AI.L T1L1 E � " V i •N Or - _ I E S �TIL TI U IS N T U �' - ' - YOR R .. .. . , NI} SURVE .. S .ALE .. •. :. ...,. _ 8-�Y fly rRJA DATE: •r' ,•' ECKED. BY -C TRUCT1oN: ���� N aNs - "s eve-ors engineers. rann era u CONS TRUCT ION -•.CiYI i n 9 P --Y c - G 0.:. a co nano 942e ,• •.. T. EARS. E SOUTH WINDSOR 203 289 3374 DRAWIN N l p ` 9 S PLAN.d5•WVAIlD'UNLESS 1 . 43 jt1 o necticut Ofi07 4: CAPUANO DEVELO, ERS, { ) •3.;THI _ . o d route"�:3Q sol3rta�windsdr, c n 1'170 etlin. ton r a ), SIO . SEAL AND REGtNAt:51G�fATURE'. 9 Pft S N . . . . ._ scr�l�noN DE DATE :. .. _ .�.. • '. -. ... ," ......., ._.. . .:: NGINEER SURVEYOR. . .. .. .:.. .. . .. . ... .. . .. �. ..._. . . .. -. .._ ... ... .. _. O Tl•ilr P[20fESSEONAL. _ .. . . - .• . . .. . - , • A 8 10 13/16 5/16" " FINISHED GRADEA_ 4 13/16" 3'-1 3/4" 4 13/16" 5" 1'-8 3/8N 5" \ NOTES: 3" MIN 1. END OF PIPE SMALL BE CUT FLUSH x - - ` - - X WITH INSIDE WALL OF CATCH BASIN - I AND ALL PIPES SHALL EXTEND TO w IRZ STANDARD PRECAST m I co CD INSIDE WALLS OF CATCH BASIN. CONCRETE UNIT I 2. RED BRICK IS NOT TO BE USED. N a1', 3. WHERE CONCRETE UNITS ARE TO BE - ~ 2'-8 3/4 " 1 -8 3/8 zUSED CORBELLING WILL BE ALLOWED DETAIL 'A' 0 12 12 0m iv 12l0e 2 _1 E2 AT A MAXIMUM OF 1" PER BLOCK ON >- SF_CTI ON Y—Y - F a I LAST 3 COURSE, TURN TOP COURSE 3> _ y - — FRONT AND SIDE ONLY. PLAN MEW 0-� � � 7 i 3/i 6 I 4. LADDER RUNGS SHALL BE PROVIDED d ttI '� 5/$" W try N t`w —— o :u IN CATCH BASIN WHEN TOTAL DEPTH s0 > A OF STRUCTURE EXCEEDS 8 FEET. cn uarrut z DETAIL 'A' CLASS 'C' CONCRETE D OR PRECAST UNIT C BARREL B nts DETAIL 'A' FOR USE WITH COR- PLAN VIEW RUGATED METAL PIPE 54 OR SLOPE LINE-"> 1" MIN. LARGER. 7!!— — ¢ r i_ CLASS 'C' CONCRETE V-7 3/8"-"� 1'- " 8" t'-1 5/8" �-- 4'-8 3/4" OR PRECAST UNIT I ` � � t 1 SECTION A--A SECTION B-B V)W WALL (SEE NOTE 2) o m UT _ 1' ' G rz- N V 2'-8 3N4- 131 SECTION X—X END VIEW x¢z cv o 3-5/$ 3 5/8 Cn- I I o m NOTES: o cn o z 1. ALL EXTERIOR WALLS OF CATCH w FLARE BASIN WILL BE FACED, PAINTED c,,.i Ul DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT AND GROUTED WITH CEMENT. a�a2. LADDER RUNGS SHALL BE PRO- w ONE LI4YE3i ONLY IN CQiIER OF WALL A — — A (n of LM AREA OF Hw AWA OF A VIDED IN CATCH BASIN WHERE -,c.) DIA. A B C D E F R t R 2 LMUMMALS iRANSLFRSE 51 M i HEIGHT OF STRUCTURE EXCEEDS ¢ ,SQMP R FOOT SO R�M FOOT I8 FEET. z 3 CLASS C CONC.18" 9" 2'-3' V-10' 6'-1' 3•-G' 2'-5' 1'-31/2' 1'-0" 0.060 0.060 ❑ d Lct QR PRECAST CQNC. 3. IN SANDY SOILS APPLY DAMP- $LOCK 15" 8' 2'-3' 3'-10" 6'-1' 2'-B' 2'-5/1B' t'-S/2' 11" 0.054 0.054 �i E PROOFING ON ALL FOUR WALLS. �p4. RED BRICK NOT TO BE USED.5. WHERE PRECAST CONCRETE UNIT 8" 3'-0"— IS USED FOR SUMP THE TOP OF 4-4 . CLASS C CONC. 5-4 FLARED END THE UNIT SHALL BE AT LEAST f�-- ' " J 5' 4" �� 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH SECTION B-B SECTION A-A n t S 6"BITUMINOUS CURB m BASIN. 6. WHERE MASONARY CONCRETE UNITS PLAK VIEW ARE USED CORBELLING WILL BE NOPERMITTED. MAX. CORBEL TO BE 3". TYPE 'C' CATCH BASIN NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. not to scale A, Z1BASE COURSE: 6"PROCESSED GRAVEL �_:;i OUTLET PROTECTION DATA BINDER COURSE: 2"BITUMINOUS CONCRETE > j > BASIN �REFERENCE No. A B C p SURFACE COURSE: € BITUMINOUS CONCRETE TYPE C— L. CATCH B A S I N 1 not to scale ---«- 2 - — 4 PARKING LOT PAVEMENT CROSS SECTION DIA Imo--- 5 tt/16' 20-1/24 ---- N.T.S. 2-3/4" Q Q B ° O SO ao0 RIP-RAP coyER sECTlot�r A—A pppd MIN THICKNESS TO BE O QXQ 1.5 TIMES THE MAXIMUM '1 O STONE DIAMETER BUT NOT tea ' va�y�s 47N Bx � N � � E/T.•,/�-.P C.�7E 3/4' 24" 3/4' O pp O0(�� LESS THAN 6 syr sv�G L. ¢ 'L7ucr/GE 1!4LYE ex �c't[ '� /,cb.V.�%�'.{-o�L/Oi.G e5/r' a !!9L//E, No 1/4N 1• %b FILTER FABRIC -�c�u�.�•� a•� �NGL G f.PONJ z_�•�a_ a BU/TEFL Y —� D -I �t GRAVEL BEDDING -j4-,s- -,ar��o �ac�s 't L3GL r :vrac.Y r0 A q Ili PLAN VIEW CROSS SECTION 4 ° i V �� y �I 34 -I /4. ������/dam �� � v COVER PLAN VIEW 0 U TLE T PROTECTION DETAIL v : � v FRAME SECTION NOT TO SCALE 4 MANHOLE COVER ' Qt not to scale - NOTE: CONC RIPRAP DIMENSION BRICK R INVERT ETE OR Fared End Flow SIZE 'A' 19 ` " �' 8 B e•+ MODIFIED 15" t e /tr.ErLr Pipe bedding - -. Rlprap A INTERMEDIATE 24" 14"X10" FORGED ALUMINUM STANDARD 36 . SAFETY RUNG MANHOLE N � n •! Filter Fabric 4 min. .� ' .a � .o � v � a -Y Q.• .� •• „ � � •"-- FLOW � � 5 STEPS 16"0.C. TOP STEP Processed gravel a . .Q TO BE 4 BELOW FRAME P a - � rL RIPRAP INSTALLATION DETAIL NOT TO SCALE �Y.�..-a -/✓cwLr� ergQ.,sf-sip .c s ,r;�-:{ ' SECTION A-A L.._ 4" -TYPICAL METER INSTALLATION WITH BYPASS STANDARD M.H. REQUIRED ON 11/2" SERVICES a LARGER WATER ^-EG�'h'�Q -z.Vo;<.�' FRAME AND COVER WITHIN BUILDINGS •Q�c .coc,�,�ro��,vr-s ADJUST TO GRADE WITH - n-�•s �1urr/�L .:�o;Er, cour��v, c�•�•• ��;visvv r'f'�cf- OF CONC. BRICK COURSES eoo /.v.vo%•��o.v�'�-� FOs/T/G'iV. � ..... A 0 FOUR CO LLj x a_';� 'F.'�I.Y�L F lTO.V O t. ? PRECAST REINFORCED G 7:3 ✓.•G.:vy:u�.s.,. aJ-Ott-r \ V �I .�'.L�4ivGc CONCRETE MANHOLE r- r`rvrr�r+o�o error n+oG g r>,vav r� ,lsr:✓..:�) � ► — .�•rTv rrEaotrs e�r-o AllJ-AF&W5 ECCENTRIC CONE s �:ti o ►,,?ry�'7Ai t'�-+T Sr/Vnr�S \ ''_•.' '- , .- .- Fr•C.f=O.SUl7ic-rr.+� lWitJN: ews aQs.,4r Oro wor�x C� Vs7LV_� s_x•a«•a {L�-o/L R o�-�.+v a� I U ` a, to It ALUM. ry cc os�rs y f REINFORCED CONCRETE .a'-a Ctosery crYMpG For�+v ' Q � S� MANHOLE SECTIONS WITH nM,..w-ram. tl !! Co<t c�*�ao'.�� +M ar. .Avrir,Cssarsse � I t 3 (n ———— "0 RING" JOINTS . - /O'MiN.L.lilhi7.vf S�TSr.:•:t;��S fi - �c�•:cL LcJ •l v.v,c'c..� C 7 *'t'• .i T9in w- l- _ _ �- �..C� : ✓.2!z LLr f ♦I p �cLT/VF.'R f�J vG Of�'.SG U.4L 5N :l _• - 1 t s '1���� _^ , t -"� - ..3-FY/:Y 7'L'�'l I MIN. - ' � z REINFORCED CONCRETE / mi AMANHOLE BASE s r/c` sue/ csI�.. z ~— FLOW ,. � �MCrs'�r /r• \. /-(ice-� .! ` -� - - i.2d.f Q=:^./ f i .H.J.'R,:.,>ivi.4'G-+O.vJ '..• .. � _ _ ,e�../ •i/ '• f � 4Ed rA. - a q.._ '.-r J:,k:.4¢ ".,fr•�•l.a.W :•iL9N /.-C � ,i: � dSCFB • ,,.s ;t♦ SFi'4:S /Iroa C«c7itwF •.ao.,; �_-ti G64401• S17ht ". CONCRETE OR BRICK @ , .s� 9.�' .. �, T 7:�• Ivor, ' 77.i'l 1"1L(J/V_OCa� r J s s /JI I MORTAR INVERT -fir / T.i 2 .•C - GL7.S.Fr�C r/-�VN/// I `-C• ••�o"L�.S• i/J1••L7 Y✓ N. % S'f�,�✓CE!T' .�'L/f:'N/3'NEL� BY it G7 r G N " " .q .ems V74 ,',...,� �� GL q+vL7� o v f: � t.�Qu/�-�ca. 6 3/4 CRUSHED STONE FOUNDATION ,rr.¢+vosrr /.v y-Tr��• x='-' Pe6CAST Tv ....�.r G'X4t"X(e' Q�T• rS�:"LL t/.ALY� :rY/?F. -_ - _ .� � � .3'E�' M-�T G�7:,F" Ys�LVE'-S/S%�1L N�t/.E NOn/- ALL �UT7�"TFLY N.SYtE�. `y =✓ '1 TYPICAL- 4" D.I. BLOW--OFF - _ dY!".•R_S'�s'• .t.VOIIL P B f"`f'.dA9L' '.�'.[' /✓'c° L1El,�S .C] r c �'r/��'���Jh'LV.E' HYDRANT D ETA i L SECTION B—B rr't'L7Li0/rGF,•T WITH FULL MAIN SIZE GATE VALVE TYPICAL METER INSTALLATION TYPICAL RETAINING GLAND WITH 'BY-PASS FOR 11i2"aVIAETERS �,fi,s STANDARD GATE Box . � � INSTALLATION C}t.s, REINFORCED PRECAST CONCRETE MANHOLE DWYER TYPE not to scale _ Y p 1. UNLESS OTHERWISE NOTED, EXISTING UIIUTY REVISION 9400 ' LOCATIONS AS SHOWN ARE BASED ON BEST -'— ® {203) 291-8755 DRAWING TITLE SHEET 0 o AVAILABLE INFORMATION. ALL EXISTING UTILITIES ® GOVERNORS 0 0 Amam 'SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. c 'ETAIL SHEET 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD e s ignIMP MAI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. Crr® e s s a s' c• DRAjw BY JD ® ,/0B NO.:: 86-142 3. THIS'PLAN IS'INVALID UNLESS IT BEARS HE 10-23 g p Y BUS CENTERCHECKED B Y. RJA DATE.' --89 IMPRESSION SEAL AND ORIGINAL SIGNATURE � � civil engineers Tanners surveyors. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 1170 ellington road (route 30), south windsor, Connecticut 06074 CAPUANO DEVELOPERS,. SOUTH WINDSOR 203 289-3374 DRAWING NO.: E CAPUANO 142DS—EG