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HomeMy WebLinkAbout04-40P_MITCHELL FUEL COMPANY SITE PLAN_SULLIVAN AVENUEP L A S���"�^ 17\ 1199 1209 L A • WINDSOO R COO NNECTI U prepared by.0 Zoning Data Block . RUSSELL ZONE: A-20 esign TRAFFIC ENGINEERING SOLUTIONS, P.C. ITEM REQUIRED/ALLOWED PROPOSED rofessionals,, inc. &DAWSON BRUCE A. F11ILL SON, P.E. Lot Area 10ft. S.F. 684.56' 0 S.F.* 3 civil engineers • planners • surveyors 8— 2 Lot Width 100 f f. 200.16 89-33�` Lot Depth 150 ft. 200.16' landscape architects • CIS • CPS Front Yard 40 ft. 205 ft. c� 193 Lexington Road 89 — 21 ARCHITECTS Glastonbury, CT 06033 w 89— 32 Rear Yard 40 ft. 62.8 ft. y � Side Yard 10 ft. 11.4 ft. 330 Roberts Street Voice: (860) 657-3579 z Lot Coverage 15% max. 8.69% 165 South Satellite Road Fax: (860) 659-0625 W Impervious Coverage — — South Windsor, CT 06074 East Hartford, CT 06108 s > 8 9 — 31 (860) 291-8755 FAX (860) 291-8757 (860) 289-1100 FAX (€60) 289-3272 Off, Q Building Stories 2 1/2 max. < 2 1/2 /� Building Height 30 ft. < 30 ft. zz 89-28 * EXISTING PROPERTY LOT AREA — 81,090t S.F. (1.86t AC.) > A. LAND PROPOSED TO BE TRANSFERRED TO CORNER MEADOW, LLC — 0.28t AC. �1 B. ZONING BOARD OF APPEALS, APPROVAL DATED FEBRUARY 5, 2004, APPLICATION #2596-03 1. APPROVE MODIFICATIONS TO PRIOR VARIANCE DATED 9/2/76 ALLOWING: 88-5 V) FIVE(5) DELIVERY TRUCKS, SEVEN (7) SERVICE TRUCKS AND A FOUR (4) BAY GARAGE ADDITION ry oQ.�l o � � 1 2. APPROVE VARIANCE TO SECTION 3.A.2(a)(1) TO ALLOW TWO (2) DRIVEWAYS ON SUBJECT PROPERTY. �o��o �NLS �E< a o �N oPo I �. H I LLSD AL_E ROAD C. FREE—STANDING SIGN EXISTING. 5 `QvY> Q o R o ��R� 88-1 E NUE �P = ��pP�NQ�> `Qy�1 P��RS o \oNRLES N'ENES 88-6 89-23 rA�1 LF z�gCF� w O ! �Cr M ITV �4. \ P �INp SOUTH °o� S I I� II 89-27 PROPOSED EASEMENTS TO BE OBTAINED ¢� SOPS N6 I W121 J N\wN�P`va oReN R® K , ��"" )) EASEMENT GRANTOR GRANTEE TYPE OF EASEMENT DATE FILED VOL/PG o E K NER Rp0 w .��� a PA SITE /► tY f S�P.nE� oo ry Via• 7 1 CORNER MEADOW, LLC JOHN MITCHELL RIGHT OF ACCESS PROP Y iP�`� �' \z 89-26 � E 2 CORNER MEADOW, LLC JOHN MITCHELL RIGHT TO DISCHARGE MICH p01'Ip PR • \ \ N� 88-7 SANITARY FLOWS (FUTURE) 89-25 - �- • ° > { /• \ CpLLINg 4SP U �Ty �� o 89-24 Poo to _...i �A FI► YW W -7 F CJ/y e, c s Q STRONG ROAD />>j �2yF� � EL9E�EER�Pvq •\ � �' Fir e1\.\ 8�� 88-9 LEF `�� o� •�•'��� '` i FOXGLOVE LnNE ftv \� PGE o0 0 9Po o " G7•• v 88-8 RECEIVED F F q 7— 1 �' b y ��. 5 6 �'fib© '`c9 Q 2 8 Z004 - (l .�\ • ��pp 'ESA o� MAY % IAN/1&:APEcr_ ^�v n�`S•.• �'�a \� 7 Q St Npl + ' SOUTH WINDSOR PLANNING DEPT. 0M AL•" 0 7 PEE TOO � � N KEY MAC' ROAD---FAW SHEET INDEX 1 COVER SHEET RAC i TO gA 2 BOUNDARY SURVEY DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE 1'=1000' 7 NPLOT PLAN MAP LOT N/F PROPERTY OWNERS WITHIN 500 FT. Aly GRADE N G AND UTILITIES PLAN 75 8 237 PIERCE ROAD DA V/O R. &MARGARET E. SCHMEDD/NG 5 S E D E I F Gu% �U IIO N & EROSION CONTROL PLAN & JENN/E A. MILL/KEN �� ty0 5, 76 1 1271 SULLIVAN AVENUE SHERMAN R. & CHARLOTTE' A. COLLINS 88 1 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR®ET �\ THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC,., AND HAVE BEEN 2 146 MAIN STREET SULLIVAN TOWN HOMES, LLC 6-7 1 FREPARED 5FECIFICALLY FOR THE OWNER/APPLICANT FOR THI5 PROJECT. THEY ARE NOT MANCHESTER, CT 06040 TO 5E USED FOR ANY OTHER PURPOSE OR 5Y ANY OTHER PERSON OR PERSONS NOR 5 1177 SULLIVAN AVENUE LORRA/NE M. DODO L U LANDSCAPE PLAN REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN 6 1209 SULLIVAN AVENUE JOHN J. MITCHELL PROFESSIONALS, INC. 7 40 WINDY HILL ROAD CORNER MEADOW, LLC 8 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR EX-1 ARCHITECTURAL EXISTING PLAN & ELEVATION /SON THESE FLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL 9 259 PIERCE ROAD MARILYN M. MORRISON 18 878 STRONG ROAD WILL/AM E. & MARTHA M. AMAN OF THE PROFESSIONAL ENGINEER OR SURVEYOR 89 21 88 N£V£RS ROAD THLM. & LAUR/E S. irHEROUX 23 100 COLLINS CROSSING BRADADLEY COULD S K —1 ARCHITECTURAL PROPOSED PLAN & ELEVATION 24 8 COLLINS LANE CATHERINE S COLLINS 0 - 0 W N E R /APPLICANT : 26 1440GLENWOOD STREET NOSULLIVAN AVENUELLA IX CAAJOHANNES , CT 06040 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3006-20 OF THE JOHN J. MITCHELL, SR. 27 1212HSULTL//VAN AVENUE DIRK & MARGARET MARY CALLA BARRY REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF 28 144 GLENWOOD STREET COLLINS CROSSING, LLC CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED 1209 SULLIVAN AVENUE MANCHESTER, CT 06040 FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 31 18 HUNT AVENUE FAITH C. MARTIN HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE SOUTH WINDSOR, CT 06074 MONTROSE, NY 10548 DATE: APRIL 22, 2004 FIELD SURVEY MAY DISCLOSE. 32 1156 SULLIVAN AVENUE HELGA M. WEHR TELL (860) 282-1751 33 1148 SULLIVAN AVENUE N/LA R. BELLODY -- - GE AND BELIEF, THIS MAP IS SUP7TANTIALLY CORRECT AS NOTED HEREON. 12882 SHE -FT I RICHARD P. MARTEL LIC. No. J055/1651/MITGHEL FUEL/I68't-I0.dwg LEGEND ® EXISTING IRON PIN ■ EXISTING MONUMENT 11 IL- i v v v i v -r.- OF ,R ZONP i Tu Anil K1 n cnD / •...,,.�_ ' `-- APPROX. LOCATION J lJ L•J 1 I I Y V I I N L/ %J lJ I t5T 8"AV O �-! �... SEPTIC SYSTEM 29 zo 1 314-5�? 4 V/� O 100 GAL -' GRAVEL \ OIL WATER, SEPARATOR l i �"""•� _ ' \ - TF• 4.7Q ��� onn a �unini VEG.GARDEN IN V: r PROPANE TAN4< LINK FENCE I \ -'"�•�i. z BIT PAVEMENT r TAAAITC` /_` RETAINING WALL ! q .04'�=1C- GAL--` _-------------- -- 40� R.Y ~�`."""-----__ '� 1 + \ LIIvII } vrT UG STORAGE TANK U P L N D R I W 1 IDEATING OIL) \ , DOORCL FF BASEMENT:97.92 00 > CB `\ ' �LO�' ' \ 18" OAK 20" /8E CHNUT I } ' a 3-BAY GARAGE 0- TF:104.36 / 55 GAL OFFICE 6" _ INV:102.96 KEROSE E t wq eRR _ _ M AGN OCI A TANK _ _ - ___ 1209 SULLIVAN OUTSIDE STORAGE _ rr' nnn. arc cc AVENUE FF U,\r\ IUJ.I�J �\ r ,4U/ �� ,, BSMT:97.92 (3 STORAGE BLDG EL: 106.80 F:105.01 1 OOVOR NV:103.31 FF SEPTIC FIELD? f C ORNER MEADOW,LLC ^ �` '' / `/ '' MO TANKSULTIPLE DD SPENSERS 275 G U r + ABOVE ROUND FOR \ ` a FOR ALARMS &ELECT.-- KEROS E STORAGE TANK ONC. SLABorrG. - - - ' �- FF BARN: l o C _ - - I --__-- - SEPTIC TANK/ 115.82 / 102.80 - - - - BIT WALK a D00R 1000 GAL �p )' G STORAGE TANK b E�:l,s.82 dam' I t/ OUT (8"): GUARD RAILS (TYP.) , - YGASOLINE) 4" PVC PIPE r� f �-- N/F ' ' \ } \ 7VEG.REN r2000 GAL GRASS _' 0 UG L-amTANKTORAGE (DIESEL) �' r� CHI r �\ I j LORRAINE M. DODD DF EL TANKS ETC. � r Li }� NT' PIPES .' / t�E ,_Joe-- - 'FF STAIRS: W UEL. DISPENSERS (3) ',116.32 DVRG EA FUEL VE T PIPE FF: 113.99 `✓ � Z ,` 1000 GAL1199 SULLIV+ APPROXIMATE SLOE LIMITS , w UG STORAGE ANK ( AVENUE 1" LATER LINE \ \ F_,IN FAVOR OF STATE OF CONI ECTIC T , (HEATING OIL // m MANHOLE = i- -�J 40' F,Y.-----�- , i BIT WALK FIR ------__ - - J BIT PAVEMENT LIMITS OF oz OP_ AREA= _ - ' " - ,' - 8" M.U.LTI-STE.M 8" CEDAR _ _ - - i - - - - - - - - ^ - - - - - - - - -?.0 AC E - PROPOSED DRIVEWAY �' CHERRY -- \ _-- -1" METAL ELEC. CONDUIT / \ 2 BIT ISLAND I.R. 0.10 00, 0.15 W __ _ 308.18 __ _ ,---' -- 1fl7.8 -- --- 114------ --'� 336 46' TO - -- - - - - - - - - - - - - -- __ 14" SPRUCE - - NOO`�8✓O� FLAG POLE '� :.''""' - .�_, _..r-_---===-.- N0018 4 E - - - ROCK g CH D MON CHID MON 2 .�., NOTES: A CT TE.194 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. .' FUTURE 48 SF GN 2. PROPERTY 1S ZONED A-20. EXIST. SMH 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. ,' TF:111.05 POWER POLE & SECURITY LIGHTING 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL EX. CB SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. ��,„r.r"""""�_ TF-1078' NO REGULATED WETLANDS ARE ONSITE. I N V IN=103.23 6. AREA OF PROPERTY: 8186 S.F. INV OUT-103.18 OWNER /APPLICANT: 1.Ss AC. - SNET 97 LP TRANS. SET 98 L.P TRANS. SNET 99 ! 7. NO 100 YEAR FLOOD PLAIN IS PRESENT. LP JOHN J. MITCHELL, SR. 1209 SULLIVAN AVENUE MAP REFERENCES: SOUTH WINDSOR, CT 06074 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN TEL: (860) 282•- 1 751 PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. zo�x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 ® Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE 0 Fax 860. 291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE �I dQ�� ��� 8E FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 , ,%CHN J. MITCHELL 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. gfjoesign "ft�SSlt'af'1c'�1S ���■ 2 BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET ' DESIGN.• ORAWN.• CHECKED.• RPM �y Ry}��y� y CONSTRUCTION. ( ) civil engineers • planners surveyors 1199�1209 SULLUVA A �Y IE IE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 ft. - landscape architects • gis gps JOB NO.: 1687 DATE.• April , 2004 IMPRESSION SEAL AND ORIGINAL SIGNATURE �-7 �T OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: server/jobs/y687 W1TCHELf-UEL116 7-99WWH WU�OIDI, CONNEC 1CUT NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. NO REGULATED WETLANDS ARE ON SITE. LIA0 OV"DVntrcc. mnr 1\LI .n,.nv..�. 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNEC11CUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. z -< x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z II 'I 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. DATE REVISIONS 6 LEGEND O, EXISTING IRON PIN LL '� EI EXISTING MONUMENT 1 ' G.O 0 FENCE POST ' S4 '4„w 'lo - R ` \ \ ZONE APPROX. LOCATI SEPTIC SYSTEM EXIS OIL- WAT R SEPER R EXI T PVG ZO► V 1500 GAL. C. r INV:94 , ------------- 94 -4,\8'PYC3TORMRIPE 3.5 ""+ / �I\ NEW BIT. PA MENT_ F I O / / REMOVE 37 LF 8' PVC `''f"'� \ \ r f (COMMERCIAL) I 6- 4 i 00 GAL. -CONCRETE IL-YWKTER SEPARA AREA = 1.58 Ac. 99 6 , -EXIST. 8'_ PVC -0 - - EXIST. CATCH BASIN 68.824.86E S.F. , ' TO ' 4 R. \�/SAWCUT & REMOVE / ' It --`" " _ - - - -'i1- - - - - / / ' I E?GSTiNG BIT. PAVEMENT TANK TO BE _ _ '� ;, ----- a WCUT & REMOVE ' r' [�487t S.F.] / REMOVED - - n ---- BIT. PAVEMENT tt TANK TO BE ,- n - - - --- - - - - -- � ---__ REMOVED _ _ _ u EXISTING I w- 1000 GAL - - - - - - - - - - II 4 0'""- / tt RETAINING WALL ' ` -II- _ UG STORAGE TANK �• Y - - " BIT PAVEMENT BEATING OIL) _--`---� " �R ❑ - ChiI LAND PROPOSED TO BE / I ` I -I-} t © FF BASEMENT: 97.92 0 II I ` t ` MEADOW. LL� 028 AC.) �i � II � (jlt � ' � It tl) - ' � A iIG EXIST. NCB/ EXISTING PAVEMENTTF:104.3 EXISTING 3-BAY GARAGE INV:102.c6 ° O C � 55 GAL OFFICE ' KEROSE ' TA BE 1209 SUWVAN a OUTSIDE STORAGE - - - - �� U) tREMOVE ) AVENUE / 00 tt Tf . 5. EL: 106.80 FF GAR:105.65 I 0 STORAGE BUILDING it Da$R BSMT:97.92 31 R BL -,---FOUNDATION N TO BE °��' EX TI G B RN �n TO E EM VE 1 u I tt MULTIPLE DUCTS \I/� I I tt ' TO TANKS/DISPENSERS 275 GA '��'' ' BARN & FOUNDATION TO ^ - FOR ALAR TANKS( &ELECT., S ROUND TANK CONC. SLAB - - - - / `\ / // \ FF BA N: BE REMOVED 1 • \ I I 0 -D REMOVE 275 ERO E _ _ _ 5.8 GAL. TANK dt------- - r \ - REMOVE .82 �M SAWCUT NEW EDGE \/142 - P -U O CONC. SLAB -� - ~ CONC. SLAB a OF W BIT. SIDEWALK ( GUARD RAILS (TYP.) " 4 V co N I OUT ( o m p PVC PIPE O vG O 1000 GAL ' SAWCUT NEW EDGE -{ m 2000 GAL UG STORAGE TANK FOR BIT. SIDWALK 5' UG STORAGE (GASOLINE) . \ i N ( ) TANK (DIESEL) Q rP CND FUEL TANKS ETC. EL µK8 " / { ►->1 J VENT PIPES s ° \ , - - JiOeJ - - I ( S AIR REMOVE STAIRS W FUEL DISPENSERS (3) �' 11 .32 NEW PROPOSE 1 REMOVE POWER POLE = 1 z &ALL OVERHEAD ununEs PROPERTY LINE I i 6- ' - ` - - - _ ° ° EXISTING \ C' ' HOUSE ' t`� i- SAWCUT & REMOVE FUEL VE T PIPE FF.113.99 l uj I EXWNG BIT. WALK BIT. CURB ROR�NEYI4RIVE • 119AVENUEVAN a ON �� i [58 * SVE ]ENT 1000AL ANK / RAGE � � EXISTING 0 I -I---- ` _ UG STORAGE n I DlEW�TOP SIGN & r (HEATING OIL TANK TO BE PAVEMENT . ' REMOVED _ ' _ \ _ I 12" STOP BAR �° r 40 F.Y. SAWCUT & REMOVE ` - EASTING BIT ' DRIVE ENn�Ait10E Z EASTIN B REMOVE . ' EXISnNG BIT. PAVEMENT PR S S � - � _ p !� _ �� f �' 1 TO A �' SAWCUT &REMOVE: - - U SAWCUT & REMOVE �' - - - - - - - - - - - ' CONC4�WALK BIT. WALK SAWCUT & REMOVE EBIT. CURB NTRANCE FOR DRIVE Gv NEW BIT. PAVEMENT EXISnNG BIT: PAVEMENT - _ - - - - - - - - \ (COMMERCIAL) y REMOVE TREES _ [1.404it S.F.] I.R. 0.10 00RNER,0.15 W =-------105.20' 1' AL EC. ND / - " _ _ _ _ _ _ _ _ - -- - - l FLAG POLE ' - - - , - - " _ _ ^ _ __ - 107. S - 14-.�...� _ _ / TO - N00°18'07"E 11a ° •' �Y�---••-- IGHT�� E o'�LN00°18'4 CHD M0N ROCK .757 94 iM JNLLSIX3 �Ild��\ - - - - - - EX. C.8. _ - - _ Mdl I ANC F.L.=108.19 =114.12 E.S.M.H. - - - i 25 L. in =110.R TE T. F.=116.68 ` E - 5 I \1 EEXISSTING 81T. CURBINGVA I } 1 % L. ou t ~ 0. IN _ 106.61 \ `, _ M.H. EXISTING GROUNg,ISG ' t! - --- --_ _------_ ----_ S-%F~116.71- 7.F.- 1.46 , ^-_-- I -- 12 R.C.P. F_.L.=112.56 - _ - - - - - - - - -� _ _. _ - _, - - ` - -- - -- - - - - - - - - - - - - - - I------- 0- - - _ _ - ` - REMOVE & REPLACE 6' CURB FOR- = NE-PATICH-BASIN_TOP & CHANGE E*ST. CATCH BASIN TT3F'-FOW-ME' II - 1 / , �' '�r REMOVE 1C REPLACE BIT. P%1VE7tItT11 AS REQUIRED TO MEET CTDOT ` - -CB------- p z p C7 \ � - - _ , , STANDARDS I I t , � � �\ EX // 11 EX. CB SNET 99 II I , _ ��.-�=115.7 �� (I TF=115.9 � Co �, � . i i `\INV�112.2� INV=112.50 C j 00 � I I OWNER/APPLICANT: _ b JVHN J. MI I UHLLL, JK. 1209 SULLIVAN AVENUE !+°� SOUTH WINDSOR, CT 06074 TEL: (860) 282-1751 THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 j Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 MM M STATE OF CONFORMS RI ADOPTED BY THE CLASS A-2. ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE esign DC�NCLUT °Ow PLAT JQHN J. MI?'CH. LL SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. zo o to 20 ao ' , TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1'OfeSSIO11dIS, �ns �y g �q �q 3 ( IN FEET) DESIGN. KMl DRAWN CHECKED: GBS ���M209 S l�J L ll RVA AV 1� IUE 12882 1 inch = 20 f�, civil engineers •planners •surveyors �� landscape architects • gis • gps JOB NO.: 1687 DAiE April , 2004 7 gq j�Q DESCRIPTION BY RICHARD P. MARTEL LTC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 1DRAWING NO.: server/iobs/1687/M/TCHELLFUFL/1 7-i��%lit#P '�®""a g''®IN V a%; it.t11%u A _3 LEGEND 0 EXISTING IRON PIN ■ EXISTING MONUMENT 0 FENCE POST NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. NO REGULATED WETLANDS ARE ON SITE. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. OWNER f APPLICANT: JOHN J. MITCHELL, SR. 1209 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL: (860) 282--1751 o u a 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 I CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. LAND PROPOSED TO BE ti /< TRANSFERED TO CORNER 0) MEADOW, LLC 12,196.80t S.F. .� V (0.28t AC.) KEY \� NEW BIT. PAVEMENT a o r \ -- -D \ I+ rn \ n :t1 m > 105.20' N 00°18' 07"E Z- UN ® N/F a A IA--2080' LIMIT UPLAN(DH To WN 0 -- ��'-`----REVIEW AREA VV a—�----._ P DS C I......",...r, SO7 43 52„W END OF 6" 314' NEW BIT. PAVEMENT BIT. CURB -- (COMMERCIAL)�" TO R OUTDOOR STORAGE W/6' CHAINLINK 6" BIT. CURB �- `" - -- . _ �' FENCE & SCREENING EXISTING RETAINING WALL 40 R. Y. BIT PAVEMENT 'I ` DOOR 3 J S-r} N �? FF BASEMENT: 97.92 PROPOSED I _ C 3—BIAY GARAGE EXIST. / 0 EXISTING PAVEMENT / 3-BAY GARAGE z �(n OFFICE FF:105.65 l V, m `� ' 1209 SULLIVAN VUTSfut S T VKAG"t 1 AVENUE NEW BIT. 1 l 00 I FF GAR: 105.65 : s" S_TL: 20': CANTILEVER : : PAVEMENT OARD: POSTGP1t ' : • : ' (COMMERCIAL) EL: 106.80 o R BSMT: 97.92* —I �.I -P� �;.:: :: EXISTING BARN CO yy :+::: GE 4BLDG _ { 01 8 _ :sT�.:: :;:;:::•:•:•: :.:•:•:•:•.•. sn.::;:; TO BE REMOVED STT.: ; • : • :::POST': .:.::.:. FF BARN: �-/ VAN ACCESSIBLE 115.82 Q 4 BIT WALK a DO R a ti ( „I PARKING - `i STAE�T OF 6 �---� BIT. �URB , -� ®'� GRASS NEW SIT.Ilk- I-~----- 00 TRUCK PARKING 10' 10' ESID NTIAL) ` N� . O do (12'X25') �P CHI FUEL TANKS ET NEW BIT. I I R=5 8' TRUCK PARKING PAVEMENT I g , NEW PROPOSEDI 1 9 11 PROPERTY LINEr --�—CL PROPOSED SECONDARY ACCE DRIVE- I 2' ENTRANCE (BY 0 ERS) I R=1( NEW STOP SIGN &• 12" STOP BAR Lj END OF 6 BIT. CURB APPROXIMATE SLOPE i K n I TC- I K i t- A k /-\n ter- FUELING L_I I V I 1 1 J 11N r A v 0 m Vr ISLAND STATE OF C O N N E C TI C U T PAINT STRIPING EXIST. PAVEMENT NEW 6" BIT. CURB 9'X18' PARKING STALLS STRIPING (TYP.) 40' F. Y. (12'X25') 11 FF STAIRS: C 116.32 R=10' DOOR EXISTING—� --- HOUSE 9'X18' STALL • : FF:113.99 (TYP.) Or 3 EXISTING 1199 SULLIVAN PAVEMENT AVENUE 6" tB C - �R==2 2 1 g'7 8 CONC. 7:7—WHE 12' STOP (TYP.) R=15' BIT WALK MODIFIED EXIST. DRIVE LIMITS OF PROP. STOP SIGN BIT PAVE ENT & "STOP BAR START OF PROPOSED DRIVEWAY �NEW 4' NEW 6" BIT. -Y— CONC. WALK CURB NEW BIT. PAVEMENT (COMMERCIAL) BIT I LA FLAG POLE 202•98---c- 107.8 0*18' " lGHTL1NE - 1,000' 00`18 4 „E --R-10 BIT. CURB — 42 42; 62' MAIN ENTRANCE START OF BIT. CURB 6' �'r T 7r 77 7 �1 I A64C 140,4 CENTERLINE SULLIVAN AVE.-- N o 0 1 1 I 0 -� ' �RE�►LIGN z PROPOSED AREA z CB PTO OF ROAD WIDENING � -n ( MATCH (1334t S.F.) 0 -''r j NEW CURBLINE REALIGN CB m 20' FROM DOUBLE YELLOW LINE; ( (BY' OTHERS) TO MATCH 0 GREATEST WIDENING WIDTH: 5.8 o' NEW CURBLINE (BY OTHERS) I (BY OTHERS) a z 0 Go N 1 o ma 0 rn 00 Orn zz c� rn z 0 z 0 100.0' 92.4' REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 NO. DA TE DESCRIPTION BY RICHARD P. MARTEL LIC. No. — GRAPHIC SCALE 20 0 10 20 40 -� ( IN FEET ) 1 inch = 20 ft. 'A.N A I VUE SAWCUT EXISTING EDGE OF PAVEMEN PROPOSED EDGE OF PAVEMENT - - REALIGN CB TO MATCH NEW CURBLINE (BY OTHERS) s Tel. 860.291 • 8755 e Fax 860 291 8757 LAYOUT PLAN n„N esigr Cprofessionals, Inc ■ DESIGN: KMI DRAWN• CHECKED. GBS ® civil engineers • planners surveyors a/oB No.: 1687 DA TE April , 2004 landscape architects gis • gps P 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/1687/M/TCHELLFUE N Q0 -P 1 0 D zz rn SAWCUT NEW EDGE ' 1 FOR BIT. SIDWALK (5') Q 0 C7 Q END OF NEW BIT. DRIVE ENTRANCE AND 6" BIT. CURB FLAIR FROM 6" HEIGHT TO 0" IN LAST 3'-0" (RESIDENTIAL) -� O START OF NEW 6" BIT. CURB I.R. 10N,0.15W F CORNER 336.46' TO CHD MON 0 \ SNET Co. No. 1 oo or 7 Is z 0 \1 � II '� II rn II o II I z la II z II � II II II II II II II II I) II II II II II it II it RESURVEY PREPARED FOR: SHEET JOHNfo MITCHELL 4 LEGEND Q EXISTING IRON PIN ■ EXISTING MONUMENT O FENCE POST ,ems LIMIT OF REGULATED WETLANDS -•-.- LIMIT OF 80' REGULATED UPLAND REVIEW AREA .. e SILT FENCE TEMP. SEDIMENT BASIN (SEE DETAIL) NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. NO REGULATED WETLANDS ARE ON SITE. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTCUT ROUTE 194, SCALE 1"=40', MAY 1977. 3. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALIEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. OWNER APPLICANT: JOHN J. MITCHELL, SR. 1209 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL: (860) 282--1751 z -<" li 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIF10 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 WnRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. i 18" OAK 20" BE CHNUT { t { TING BARN E REMOVED ' , = F BARN: 115.82 a { 1 � N r 1 OUT (8) INV=100.45(OUT) 4 PVC PIPE 2 J. v r GRASS VEG. G R EN , F EL TANKS ET j w , - \ \��,\. ` DEEkf'� '' FF1 STAIRS: I LORRAINE M . D APPROXIM ATE SLOPE I 30.5 / I _ . z � LI M I TS I N FAVOR OF - _ _ 4 GEA , G� �' 1 6' - `O- EXISTING STING HOUSE ' •0) a / SPATE OF CONNECTICUT--HOUSE ar, i 0 , - FF: 113.99 � I V 30.2' E Ic ` { `ap tY I a m p\a I ' DECK / 1199 = 3 O EXISTING I ' AT NE _- SULLIVAN T- 7- IMANH AVENUE _ 6 _ �' - 4 0' F.Y. � 105 4 (D �,BIT WALK i ,° ,L�� - LIMITS OF �� -8" MJUOLTI -STEM 8" CEDAR _ _ BIT PAVE ENT { -_--- - - - -_- rn -- - - - - -- 0' PROPOSED DRIVEWA CHERRY rn D BIT {ELAND I.R. 0.10 N, 0.15 W _ _ , 1., MET CON IT / y y - Au\,_ p - OF CORNER ` TO OF NEW 'Cl! OP CH D VON ^ - , CH D M ON - - - -O TF• 112.2 �1,- (,_R = = = - _ ; _ _ _ r - _ _ - 1 _ T2 - - - - ° - - --,- T Fes- � � 7.94 X1 p - --- �x� No�ido 2.o OT - 13, - tEX. C. S. 21�1dM ONt1S - / _ _ _ _ - _ _ - s -'�_ F L. = �08. �9 - NIVW -----_ = 1 .86TC E.S.M.H. F.L.in=1 0.32 T.F.=116.68 _ --- - 110.5TC �r\\� 111.6BC "N 1 /NV.:=106.61 EX C. ' 11Q.Q BC I 1 I _ L.OUt= 7 0.1 _ _ \ - T RTE ' E.S.M.H. EXISTING GROUNQ,rSIG ,-"-- ' I, - CENTERLINE SULLIVAN A�, . T.F.=111.46?- - _-- _-- -_---- -- - ---- - 1\4r - ----__ __-- __------=- --- _-__--_- 12,R.C.P. '------------------- FL.=11" CIS. -4- I - ----! _ - �J O (�•� SNET Co. ' ____---- -e_ No. 700 << 11 `- /' ___' +', 1` EX CB -_-" [�`/�,C�#EX. CB _ m II - 020 n ' _____ ' 1 - II °0 _ - I SNET 99 � � z y _ �� -TFt- 15.7 TF=115.9 --+ � J r � � ,SNET 98 INV 112.24 INV=112.50 � SAWCUT EXISTING " o �\ I! oW CO z LP TRANS. o _ rn rm r , - ' +ryi � EDGE OF PAVEMEN 0 , z �' PROPOSED AREA o �ti 41 ' rl ROAD WIDENING 0 m IITO MATCH REALIGN CB PROPOSED EDGE OF (1334f S.F.) o j NE'W CURBLINE ; OF PAVEMENT z 20' FROM DOUBLE YELLOW LINE; , REALIGN CB m T' (B;V' OTHERS) TO MATCH 0 r GREATEST WIDENING WIDTH: 5.8 D m I b NEW CURBLINE m (BY OTHERS) m c�_,_ - _ _ _ , f 'I - REALIGN CB z y _ � _ _ _ TO MATCH (BY OTHERS) o N t _ NEW CURBLINE IIj II i m m o I _ - " (BY OTHERS) II II cn _ 0 oz ►0 II it z 0 0 II II z� z - I I 186.6' II II 100.0' 92.4' ���, ► it _ II RESURVEY PREPARED FOR SHEET REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 Tel. 860.291.8755 V OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE r Fax 860.291 • 8757 ���D�n n� n n�On ����� STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE D w O U LI lr'LL(;\lJ\1 J J.��''�''LZ, ru{vrY , C1Ni°(5V M4 th H nlxnitAAc%I.,MA,"w rv.,l,n n n 20 tU 20 40 +� 5 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. r®fesSionals, finer ( IN FEET } � DESIGN.• KMl DRAWN.• CHECKED. • GBS U99/R2,®9) SULILUVAN AV ° Ntt,! !Se ® i inch civil engineers • planners surveyors = 20 ft. JOB NO.: 1687 DA TE.• April , 2004 712882 landscape architects • gis • gps P wu��§0K tCONMC7I`�1CUT N0. DATE DESCRIP770N BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server 'obs 1687 MITCHELLFUELS 8P-I 80' LIMIT FOR APPROX. LOCATION _•--- SEPTIC SYSTEM N REGULATED ` EXIS OIL- EXIST. �" PVC •... -�\m-- WETLANDS REVIEW WAT R SEP R : -3/�/ 7\- 1500 GAL. C. INV: 1. O CB-TYPF9a_CL'- - - - �I�\- " " - - - PROP MOgiFIED ; / - - •..., , \ pppppp'''"' ' INV:9 48(IN) -RAP T ,IPE 14mt T 11 ImvQ iClfnit�l--- - - - -_ -- -- ~•..` / AS ENERdY�SSIPA1j� 5'�,,...'""`\`1`FIELD --RIF- s� 6- STORM CONNECTOR 31 4.32± FIELD VERIFY 10ERT / \ r VEG. GARDEN EXISTING 8" PVC STORM / \ / PIPE INV: 95.43 / '--EXIST. _ 8" PVC ;', 6" PVC STUBOUT TA; ` _ _ - _ _ - - 92 LF 8" PVC / 11 FOR SANITARY ~-��_-_____ -___ 4 ' CONNECTION _ " - ' _ -� 7- (FUTURE _ - `� ` ^ -�?- - - - - PROPOSED OUTDOOR A,t ,ru STORAGE N..u. `- -_I- - - - - - - FENCE SCREENING , ' , ,u RETAINING WALL +�'O - - - - ` - - -II- _ 40 \rz). BIT PAVEMENT ' - - �'� " XOS 0 DOOR , ° _ FF BASEMENT: 97.92 IIRO�OSED \ O� \ p / %p N�� { 00 it 3-E3AvIIGARAGE ~ EXIST. " 'I 1° A M m EXISTING II TF:104.3 , CB t { ,1 3-BAY GARAGE DII PAVEMENT L TF j, / uo OFFICE 6" II w FlF.. 66.65 INV:102.9 O1 WATT�� �i� nllTcinc crnpnr_c A- - AVENUE 45 LF 8" PV§ CB 2p' CANTILEVER i / / �. %n // { EL: 106.80 FF GAR: 105.65 2% SLOPE NV:103..31 GATE DOOR BSMT. 97.92 2 b / / SEPTIC FIELD . o N /F / / 1 M STORAGE BLDG SOS ''� C �`t 1; e, o 15, �ORNER MEADOWLLC �*7y-� CN L TF=105.45 PMH --- _ _ _ - - - SEPTIC TANK NV=101.45(OUT -�=055- , a Eo 'N •102.80 _ { I (4"INV=100.55(IN) LEGEND O® EXISTING IRON PIN ■ EXISTING MONUMENT O FENCE POST LIMIT OF REGULATED WETLANDS —•—•— LIMIT OF 80' REGULATED UPLAND REVIEW AREA ... SILT FENCE TEMP. SEDIMENT BASIN (SEE DETAIL) SOILS EoB — MODERATLEY WELL DRAINED ELMWOOD FINE SANDY LOAM EsA — ENFIELD SILT LOAM ScA — POORLY DRAINED BIDDLEFORD SILT LOAM NOTE: SOILS NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. NO REGULATED WETLANDS ARE ON SITE. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194, SCALE 1"=40', MAY 1977. 3. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. o { x 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 REVISIONS UESCRIPPON -94- —4c SILT SACK ---------------- TEMPORARY STOCKPILE FOR TOPSOIL I.R.0.10N,0.15W OF CORNER _-� 33646'"TO "-------- CHD MON `02Iddd go o o / �/ r■�. mmmmrrrr — — — — i— f / Mr Mel_ = '"'�, _ t:—SILT SACK C.1Al! ' M=110.17 (NEW) OS ___-----,--------------_-- . - _ - - _ - - - - - - �, ----- ___---- --- /--- - - -- -- 6' 15"'ADS`N-12 C�20%- _-- — — / SNET Co. No. 100 EX. CB EX. CB FF TF=115.9 INV=112.50 OWNER / APPLICANT: `\, �+ o JOHN J. MITCHELL, SR. 1209 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 II o TEL: (860) 282--1751 II o ;ram. THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE EROSION CONTROL ONLY, AND IS NOT TO 20 10� 20-�-- �o BE USED FOR UTILITIES CONSTRUCTION. 1 inch FEET ) = 20 ft. 0 Tel. 860.291 • 8755 o s ��DIU71Jlii�V����UV q Fax 860.291.8757 0 0 Cpe s i g� c��o�o� c�����o'� rofessolonals, inc. DESIGN. KMI DRAWN.• CHECKED. • GBS Acivil engineers • planners surveyors landscape architects • gis • gps JOB Na: 1687 1 DATE.• April , 2004 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/Jobs/1687/MITCHELLFUELS1 RESURVEY PREPARED FOR: JOHN J. MITCHELL I\IimsI. SHEET 6 m 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 CONSTRUCTION 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 814" OR MOST CURRENT ISSUE, PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH 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 CONTRUCTION 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 EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE 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 SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. PROPOSED STORM DRAINAGE PIPES SHALL BE 15" ADS CONFORMING TO ASTM D-3034 SDR-35 OR ASTM D-3033. CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL ANTI TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE 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. 7. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN INCLUDING 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 LOAM AND SEED, OR EROSION CONTROL MATTINGS. 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 9. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 10. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 11. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE' r-nAITAA(`Tr)Q QWAI 1 01 PAN[ ANY' -,It T nR nERRIC FRnAA Ai I -,TRI I�TIIRFS AND PIPES, I I IL ll MY 11\1"lV VI\ •.!, 1/-1 l.L VLLI,1 PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF BUILDINGS TO BE DONE IN PHASES AS ECONOMIC CONDITIONS DICTATE. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2004 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2005 SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 I Q JU"iE i AND AUGUST 15 TQ ZEOTEIkARED 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. SWALE USE 100% TALL FESCUE AT A SEEDING RATE OF 5 LBS/1000 S.F. o x 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 REVISIONS DESCRIPTION ANGLE POSTS 1. SET POSTS AND 5' ANGLE O S EXCAVATE A 6"x6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 3. ATTACH FILTER FILTER ATHE WOODEN POSTSABRIC AND EXOTEND FABRIC IT INTO THE TRENCH BACKFILL 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF SYNTHETICFILTER BARRIER NOT TO SCALE DESIGN NOTES 1. CONCRETE, 4000 P.S,I., 28 DAYS. 9 3 4" 2. WEIGHT 300 LBS. 3. REINFORCEMENT, (2) #4 R.R. BAR. 4. (2) 3/4" HOLES CAST IN FOR ANCHORING. s- � 6' o tr a 2 3le TYPICAL CROSS SECTION STRAIGHT SECTION PRECAST CONCRETE WHEEL STOP N.T.S. CONCRETE COVER - CONSTRUCTED FOR H-20 LOADING CROSS SLOPE AS PER CROSS SECTION NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED O I AND GROUTED WITH CEMENT. I I 2. LADDER RUNGS SHALL BE PRO- N I VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- W I PROOFING ON ALL FOUR WALLS. I 4. RED BRICK NOT TO BE USED. 1 4-6. 5. WHERE PRECAST CONCRETE UNIT - - - 15 USED FOR SUMP THE TOP OF ,- 2 - , �., _ THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE U ARE USED w a:N to NO PROJECTION SHALL fl(TET70 IN- PROJECTION f EXISTING C8 SIDE LIMITS, 7. AWUST FRAME ELEVATION kl+--- WITH MASONARY BRICKS 6' TO 12" B. PROVIDE MINIMUM 2'-0. OF COVER OVER PIPE AT DELLS 9, PROVIDE S.OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. 4 13/16- STANDARD PRECAS CONCRETE UNIT- - w � - Z J Q � d 7 5/8 CONCRETE COVER - CONSTRUCTED FOR H-20 LOADING BRICK, CLASS 'A' CONCRETE, MASONARY YCMONEREEBRICK OR MASRETE UNITS, ONARYTE OR PRECAST CCONCRETE UNITS ARE USED, CORBELLNG WILL BE PERMITTED. MAX. CORBEL TO BE 3". CUT PIPE AT INSIDE EDGE OF STRUCTURE CLASS 'A' CONCRETE POURED IN PLACE OR PRECAST UNIT RE -ALIGNED CATCH BASIN DETAIL II.t.S. 1 5/16" FINISHED GRADE -1 3/4- 4 13/16" �10 13/16" 1'-8 3/8" A 5" c74- 3" MIN RICK LEVELERS to 1 N o I 1'-8 1 2'-8 3 4" 2" iv 12 a[ me a 2 I x 7 13/16" Co CLASS 'C' CONCRETE OR PRECAST UNIT 5'-40.4'-4" CLASS C CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B Ib NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. IADDEP SHAlII BE PRO- 2 P'IkW VIDEO IN CATCH BASIN WHERE A HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - a o 0 PROOFING ON ALL FOUR WALLS. a014--= 11101 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE I- - 5' 4" PIPE OUTLET FROM THE CATCH BASIN. m 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PLAN VIEW PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6. IO 12' 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. NEW FRAME & GRATES TO BE GALVANIZED. TYPE 'C-L' CATCH BASIN not to scale MTL TYPICAL SIDEWALK PLAN NOT TO SCALE COMPACTED SUITAE BACKFILL MATERIAL WARNING TAPE 12" ABOVE PIPE COMPACTED SAND STORM SEWER MAII 1/2" CRUSHED ST( (COMPACTED) STORM SEWER TRENCH N.T.S FINISH EDGE OF ASPHALTIC CONCRETE PAVING OR CURB LINE - 4" WHITE �j tUli PAINT LINE ASPHALTIC CONCRETE PAVING TYPICAL ON -GRADE PARKING SPACE 2 EACH DUMP STRAPS EXPANSION RESTRAWNT (114" NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL 001, DUMP STRAP ^--- 1" REBAR FOR BAG REMOVAL FROM INLET SILTSACK - N.T.S. BAG DETAIL DUMP STRAP SILTSACK® INLET SEDIMENT CONTROL DEVICE N. STEEL BOLLARD N.T.S. 10'-0" 10,-0" TERMINAL POST % PULL POST / TOP RAIL / KEYED NOTES:- 6" DIAMETER STD. STL. PIPE CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. (PAINT EXPOSED PIPE SAFETY YELLOW) (D FINISHED GRADE ELEVATION (a 24" DIA. CONCRETE FOUNDATION. USE SONOTUSE FORM, 31W DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM & CENTER. 0 SOLID UNDISTURBED SOIL �• PROVIDE PITCHED, SMOOTH CONCRETE FINISH. FINISH GRADE 2" BIT. CONCRETE SURFACE COURSE (TYPE 11) 2" BIT. CONCRETE LEVELING COURSE (TYPE 1) 8" PROCESS BASE COURSE i" GRAVEL SUBBASE STRETCHER BAR GALV. STEEL BANDS ($ X s" MIN.) BITUMINOUS CURB NOT TO SCALE SECTION NOTE: T.ROAD PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS OF THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 914. ROAD PAVEMENT REPAIR (CTDOT N.T.S. WIDTH VARIES SURFACE COURSE-BITUMINOUS- 1 1/2" CLASS 1 1 1/2" CLASS 2 3" 6" PROCESS-� cti.,(t,... ;:qq. y:.'•ti {),:910•°;�'•.:�•''�" �' T S. 12 . •r,: '•fir, t�•`i •.. :'!K:_',�:i:,� •• •!,•.�. �1. 1...'.•..,. 12" PROCESS � - ITUMI OUS DRIV M (4RESIDENTIAO N.T.S. I IMF POST LASTM A392, 2" CHAIN LINK L CLASS A CONCRETE FENCE FABRIC, 11 GAUGE FOR ALL POSTS NOTES 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 1/2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20', EXPANSION COUPLINGS SPACED AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5. POSTS TO BE 2" O.D. 6. TOP RAIL TO BE 1-3/8" O.D. 7. PROVIDE PDS VINYL SCREENING COLOR: GREEN. SLATS. CHAIN LINK FENCE DETAIL N.T.S. WIDTH VARIES SURFACE COURSE- BITUMINOUS- 2" CLASS 1 3" CLASS 2 5" 6" PROCESS 12 GRAVEL - 5� HEUMIN US PARKING do DRIVE (COMMERCIAL N.T.S. VARIES- 4'- 011 6" MEET TOP OF CURB, OR EDGE OF 6 1/4" R 1/4" R vpRVEs PAVEMENT IF NO CURB EXISTS 1/4": 1' 1 2": 1' .. 4 BIT. CURB gdgqq •Q�44n44'Q4v^" `taa -4 .4 A a J V q q dq qq 4q qq q� qq < q q< q q `- 4" TOPSOIL & SEED 4" TOPSOIL 5" CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL PER & SEED PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS. W PROCESSED STONE OR BANK RUN GRAVEL UNOUNU MATCH EXSISTING CT DOT M2.06 GRADATION "B" OR M5.01.1 TYPICAL SIDEWALK SECTION NOT TO SCALE WIDTH VARIES BITUMINOUS CURB N4 0E SPECIFIED SAWCUT EDGE OF EXISTING PAVEMENT MATCH EXISTING ROADWAY CROSS SLOPE MINMUM 1-1/2' COMPACTED CLASS H BiTUMIHOUS CONCRETE SURFACE COURSE PAVEMENT THICKNESS SHALL MATCH DOSTINO M"MLAA 1-1 COMPACTED PAVEMENT THICKNESS UP CLASS I Hous CONCRETE TO A MAXIMUM OF 6' o • . o o b 87iDER COURSE d° o v v 4 v S' ROLLED d GRAVEL BASE a a . ,: ':,. . :., . - - _f •'i' I 10' SUBBASE ROAD WIDENING DETAIL NOT TO SCALE 1. THICKNESS OF ALL LAYERS SHALL BE MEASURED AFTER COMPACTION. 2. BITUMINOUS CONCRETE LAYERS SHALL BE COMPACTED TO 95X DENSITY. 3. PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OF ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS 07HERVASE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE. 4. ALL EDGES SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL SE PAINTED WITH APPROPRIATE ASPHALTIC 5pEXISTING NORTHBOUND SHOULDER PAVEMENT WITHIN WIDENING UMITS SMALL BE REMOVED AND BASE UPGRADED TO PROVIDE PROPER SUPPORT FOR THE NEW PAVEMENT AND RECONSTRUCT TO A FINAL YADTH OF 20'. S. THE CROSS SLOPE OF THE WIDENED AREA SHALL BE NEGATIVE CONFORMING TO THE EXISTING CROSS SLOPE OF THE EXISTING PAVEMENT SUCH THAT THE OUTSIDE EDGE OF THE WIDENING SHALL SERVE AS A REVISED GUTTER LINE. 7. CURBING SHALL BE INSTALLED ALONG THE REVISED GUTTER LINE AS DIRECTED BY THE BUREAU OF HIGHWAYS. B. ALL DRIVEWAYS SHALL BE GRADED TO A SPECIFIED GUTTER GRADE AND RAMPED UPWARD AT A RATE NOT TO EXCEED 1'/FT.IN THE FIRST 6. 9. THE REMOVAL OF ALL LEDGE, OUTCROPPINGS, BOULDERS, TREES, AND/OR THE FLATTENING OUT OF SIDE SLOPES SHALL BE PERFORMED SO AS TO AFFORD MAXIMUM SIGHTUNE AS DETERMINED BY THE STATE. Q Tel. 860.291 • 8755 0 � Fax 860.291.8757 esign ■ ■u [� rofessionals, ■�■ DESIGN. • KMI DRAW. • RAM CHECKED.- GBS civil engineers • planners surveyors Le landscape architects • gis • gps JOB NO.: 1687 DATE:• 4-20-04 165 South Satellite Road, South Windsor, Connecticut 06074 I DRAWNG NO,: JOBS/1687/1687-DETAILS SAW CUT AND SEAL JOINT WITH TACK COAT H 04A1 3' OR I I/2• (COMPACTED) CLASS 2 DITUHINOVS CONCRETE SURFACE COURSE (OR EXISTING HATCH EXISTING, IF GREATER) M 04 PAVEMENT e OR I Ile (COMPACTED) CLASS I OR 2 BITUKMIS CONCRETE DPW COARSE ( OR MATCH EXISTING, IF GREATER) 4; • A - <COM'ACTED) ROLLED GRAVEL q ; 4 DAM . (COMPACTED) PROCESSED GRAVEL :.i v:-� `. +, •: �� �:. t. SUBASE OVER COMPACTED SUBGRADE •- '� : `R:. A . �,•A' • ; •..�. (OR MATCH EXISTRX:, IF GREATETD � •� .t, y.t �'. (TRENCH BACK FILL) H02- GRADE, B (OR PROCESSED TPAPROCIO I 12 TRENCH 12 1 NOTES MIN, VA S MIN. J L ALL SAW CUT AND SEALED JOWTS TO BE EITHER PARALLEL WITH, OR PERM - TISSEE DTIICCUL R TO, THE CEtHERLINE OF TRENCH 2. ALL MATERIALS ARE TO MEET SECTIONFORM 814A, AS AMENDED ,SECTION NOT To SCALE PMANENT PA%UENT PATICMNO DETAIL ALL WORK WITHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: TRENCH BACKFILUNG: SHALL BE PLACED IN SIX-INCH (6") LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED OR, IT SHALL BE PLACED 1N SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING. IN ALL CASES 90% COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARE TO BE PROPERLY SACKFILLED TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SODDED OR SEEDED. GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER LINE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS. TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL. BE DRRm4 OR REMAIN IN PLACE AS DIRECTED. BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10"), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6'), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE, UPON WHICH SHALL BE PLACED THREE INCHES (3"), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE, COMPACTED TO 95% DENSITY. (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBST17UMON OF ROLLED GRAVEL BASE BY THE STATE.) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE. RESURVEY PREPARED FOR: JOHN J. MITCHELL 119911201711 SU LILUVAN AVE14 E SHEET LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE, 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE 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.OQLBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (SLOPES) TALL FRESCUE 50% OF MIXTURE BIG BLUESTEM 10% OF MIXTURE LITTLE BLUESTEM 20% OF MIXTURE INDIAN GRASS 6% OF MIXTURE LANCER PERENNIAL SWEET PEA 4% OF MIXTURE PERENNIAL RYGRASS 10% OF MIXTURE APPLICATION RATE: 3.50LBS PER 1,000 S.F. V 7r- VILALZ DI]LH7111 E rA- 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIENCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIENCE 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- 10%-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- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-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. DAYLILIES SHALL BE INSTALLED AT 24' O.C. APPLY 2" OF BARK MULCH BETWEEN SIDEWALK AND BACK OF CURB. LANDSCAPE PLANTING SCHEDULE QTY. KEY BOTANICAL NAME SIZE TYPE REMARKS: TREES 7 AG AMELANCHIER 'VAR.' AUTUMN BtBLLANCE SHADBLOW 5'-6' HT CONT. MULTI —STEM (20'HT-1WW) 1 MB MALUS BACCATA SIBERIAN CRABAPPLE 11/2"-2" CAL B&B PLANT AS SHOWN (18'HT-15'Y) 3 PA TREES PLATANUS X ACERFOUA LONDON PLANETREE 3" CAL B&B PLANT AS SHOWN (70'HT--60'W) 2 JPG PICEA GLAUCA WHITE SPRUCE 15' HT B&B PLANT AS SHOWN (40'HT-15'W) 16 TO THUJA OCCIDENTALIS ' IECiNY MISSION ARBORVITAE 6' HT B&B PLANT AS SHOWN (20'HT-10'W) SH@U13S 31 JP JUNIPEROUS PROCUMBENS BLUE RUG JUNIPER 18"-24" HT CONT. PROVIDE 5 MALE POLLINATORS 17 Pi PIERIS JAPONICA JAPANESE ANDROMEDA 18"-24" SPRD CONT. 5' O.C. 20 RBI RHODODENDRON 'BOULE DE NEIGE' BOULE DE NEIGE RHODODENDRON 18"-24" HT CONT. SPRING ONLY 24"-30" HT CONT. 23 1 HS I HEMEROCALLI% VAR. STELLA DE ORA DAY LILY 1 GAL CONT. 24" O.C. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CD -DOMINANT SOME IINNTERIOR�TWIIGSNAND LATERAL BRANCHES MAY BE PRUNED• HOWEVER, DO NOT REMOVE THE TERMINAL BIOS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STNMG DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT, EVER SET TOP OF ROOT BA FLUSH TO 1800 MM 6 FT. DIAM. MIN./ UU KU+ wvtK +Kt wr Ur mt KUUI GRADE OR 25-50 MM_ _(1-2 INj � ZZ400 MM 1 .) D PREFERRED BALL WRH SOIL. HIGHER IN SLOWLY D NING S ILS. ,ram-r r •I 200 MM (8 IN.) ` e ' fill i i i tifl + + t 1 + + t t 100 MM i4 IN.1 HIGH EARTH SAUCER tr r' I++'+�+ ',',';,', BEYOND DCE OF ROOT BALL 50 MM (2 IN. MULCH. DD NO PLACE MULCH INN ACT WffH TREE TRUNK. +rt't't"+'+ "REMOVE MAINTAIN THE MULCH WEED -FREE FOR '�',',',',' t' I , + + + I + 1 + + + + + + + +'+' i + + ALL TWINE, ROPE AND WIRE, AND + + + t BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF ONE YEAR AFTER PLANTING. + + + t + + + + + + + + + + t I III i t i l+ l I + t + t I I + 1 1.+ I IN' IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL. CUT THE yiIRE rSKET IN FOUR PLACES AND FOLD INTO HOLE. DOWN 200 MM 8 IN. PLANTING PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL PLANTING AREAS TYPES OF SOIL AMENDMENTS, Ok SOIL REPLACEMENT, SEE 'SOIL IMPROVEMENT DETAILS." TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. 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 BY ANY PAVING OR GRATING. 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL i" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TIP.) DEPTH - 12-(MIN.) BALL DIAMETER + 12" S!-'rRiiB PLANTING NOT TO SCALE 0 111 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD L. SOSTON LICENSED LANDSCAPE ARCHITECT RR ZONE A -_20 ZONE ONE SAVE & PROTECT EXISTING TREE. PROVIDE TREE WELL IF REQUIRED. TRIM LOWER - BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT. NEW OFF —SITE LANDSCAPE BUFFER (TREES 8c SHRUBS) BE INSTALLED BY OTHERS, (N. 1. C.) CONNECTICUT LICENSE NO. 568 GRAPHIC SCALE 20 O 10 20 40 ( IN FEET ) i inch = 20 ft. EXISTING IRON PIN EXISTING MONUMENT FENCE .POST ._ /. R. 0.10 N, 0.15 W PA PA P OF CORNER A ) _ 107.8 t 336.46' TO CHD MON ~N00'18 4 "E CHD MON — _ — — — =7/ 15"ADS N-12 0 2.0% 1 1 I 6--AG I G I I I I i I I I I I I 1 I I ® Tel. 860.291 • 8755 ® Fax 860 291 8757 L ANLwQ ;APL [PLAN esign DESIGN: RLB DRAWN: RL8 CHECKED.- RLB E, civil] engineers • planners • sui-veyars iandiscape architects • gis • gps JOB NO.: 1687 DATE:• 4-23-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jobs/1687/MITCHELFUEL/16 7- I PREPARED FOR: .J®HN .I MITE' f-Z 1199/RZ09 SU LILRVAN AVIEN TIE \A\ i I \ IITT SHEET LI�I MW>-W-OZW EXISTING 5RICK - EXISTING DORMERS A f=XI5T1NCB PLAN 5GALE: I/8" = V-0" O.H. DOOR O.H. DOOR I I O.H. DOOR EX 15T I NC7 FRONT (EA5T) ELEVATION SCALE. I/S" = I `-0" I METAL ROOT= EXISTING 51DE (NORTH) ELEVATION 5GALE: Va" = P-0" EXISTING VINYL 51DINCG 00 O_ 10 a D U_ U w Z Z O U C.� O tL Q z Q w w w F- w m O O rn �o � 0 ._.1 < s K v T <zZ -j 0 OL Z> Nw x w +& JOB NO : 05.1Ia DATE :4-16-04 SCALE : AS NOTED DRAWN BY: ED 7A M W>—to—OZW EXI5TING OPFIGE AREA EXI5TINCG GARAGE 40'-0" a'-10!2 I a'-102" I a'-IO2" I 10'-42" L 64'-1 " 40'-0" ► EXISTING BUILDING ' Iirllrl� 1�1 i■� FR50 -'5ED FLAN 50ALE: I/8" = P-0" MITCHELL FUEL CO., NEW SIGN PROPOSED ADDITION NEW ROOF - ARCHITECTURAL SHINGLES CEDAR 5HINGLES 00 0 Lu � U �`a U NEW ROOF- Z ARCHITECTURAL p SHINGLES U LL _ _ \ _.... ...... ------ - -- - - - i Q _ _. Lu NEVi WINDOWS EXISTING C WINDOWS - cn NEW VINYL 51DIN6 --� 7-1 w O ry .._ .... _ . -.-.. EXISTING _ VINYL SIDING I wU IF] w w U Z PROPOSED ADDITION 7r EXISTING BUILDING _ PROP05ED REAR (NE5T) ELEVATION ON UZ w old < uj SCALE: I/S" = I'-O" I DORt BEYG . Z � zlu �v m� IL �o '} V {. EXISTING BRICK 64'-I " 40'-0" EXISTING BUILDING PROPOSED ADDITION O PROP05ED FRONT (EA5T) ELEVATION PROP05ED R 167HT 510E (NORTH) ELEVATION � 50ALE: 1/8" = 1'-0" SCALE: I/8" = I'-O" Lu < < lu JOB NO : 05.11a DATE :4-16-04 SCALE : A5 NOTED DRAWN BY : ED SKI