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04-60P_PROPERTY OF SCOTT LEONARD SITE PLAN_SULLIVAN AVENUE
. 9, tj! � ; I I ' i ' . � , r � ` I I l' I ' I I k ctN�F t r , � :; f � �., sn ;+• ; r , I � I I. :Y I i I t •.l ,, I :, i! 1 I! t• I. !r '.I� !� I Ili ;I; I� i� •3" ��• s; 'l, .�•'<,4� :i'1 }9�j�_ I �' I III 'i II ! ;{ I •;;'� iI � �<t; .= 1 I ':1 {�•. •,F'/�. .I, ,�.?1•!` i• r1 tllil I,II; (Iil i Ali �� 'I' t,l•;, '� tl ill '! I` �t.',��, ai�• t! • �• �� Ia•,:I-- _ •.'I� !I�.,� ��#jl' t'l��I' :�I�I. ,l'tl i�� + � � Yi _.. _. ,s ....: ,; s.,, r•. , -.; c.�, .:�>�, .:;�, I Alt: SITS PLAN I L-A LQ� W H Iq TD) 0 (0) TD SU. LLHVAN AV' NU' 30U 1� �:. Zoning_ ®:eta Bock preparea n y m 'ZONE: GENERAL COMMERCIAL (GC) ITEM REQUIRED/ALLOWED PROVIDED I Lot Area 15,000 s.f. min. 67,298 s.f. Lot Width 100 ft. 210.09 ft. Lot Depth 150 ft. 253.79 ft. Building Height 40 ft. <40 ft. Lot Coverage 30% 8.14% ** Impervious Coverage 65% 54.08% ** Front Yard 40 ft. *(see note) 94.7 ft. Rear Yard 15 ft. 77.8 ft. Side Yard 10 ft. 35.7 ft. TRAFFIC ENGINEERING SOLUTIONS, P.C. Buffer 20 ft. *(see note) 20 ft. &ofsn i BRUCE A. HILLSOOJECT ARCLIIT � ;CT DEVELOPER Parking Spaces 49 (see below) 55 spaces s onats, Inc. N, P.E.f�.E. � � civil engineers • planners • surveyors N/F ABUTTER LIST landscape architects • CIS • CPS Karl Norton Architect, LLC q`fc �•lNortheast Retail Leasing Management Company, LLC MAP LOT MA/LING ADDRESS OWNER * NOTE: m 100 26 i 46 WOODPOND ROAD MARTIN, RONALD & PAULE Variances granted on July 5. 1990 (ZBA application #1570-'90) and Sept. 6, 1990 193 Lexington Road 25 Ledgebrook Drive, Mansfield, CT 06250 }� 360 Bloomfield Ave., Suite 209, Windsor, CT 06095 WEST HARTFORD, CT 06107 (ZBA application #1595-90) to Sections 4.5.4.1. & 5.2 by the Zoning Board of Appeals Ciastonbury, CT 06033 '� -■``s 1'EL. (860) 683-9000 FAX (860) 683-1600 I 27 46 WOODPOND ROAD MARTIN_. RONALD & PAULE fn nllnw (1) n mehinflnn in tha rPemIraei minimum frnn+ unrA from rill fnc+ +n An fcc+ —4 Voice: t860) 657-3579 x.'- - ____.._.. ... 0— - ,,,, . .0 — ...w WEST HARTFORO, CT 06107 ` - - '- ' 165 South Satellite Road'«o.,.,�' h (2)^allow a reduction of the buffer area between the GC zone and the [TELL- (860) 423-0334 FAX (860) 450-0901 28 PO 80X 280928 TH£ NEIGHBORHOOD PUDSouth Windsor, CT 06074 Fax: t860) 659-0625EAST HARTFORD, CT 06128 G & W MANAGEMENT, INC. A-20 zone from 50 feet to 20 feet. (860) 291-8755 FAX (860) 291-8757 31 90 SKYLINE DRIVE MORIARTY, TIMOTHY Al. 32 1024 SULUVAN AVENUE HALL, RALPH C. & MARY T. Variances approved with conditions by the Zoning Board of Appeals 34 1050 SULLIVAN AVENUE W£STVIEW COMMON CONDOS on Sept. 2, 2004 for (1) a 30' variance to Section 10.4.1 to allow a 36 97 ANDREIS TRAIL 8ERKOWITZ, JEROME J. 20' buffer on the northeasterly corner of the property of N/F Timothy 37 99 -AST CENTER STREET SOUTH WINOSOR DEVELOPMENT COMPANY Moriarty (Map 100 Lot 31) (50' required) and (2) a 5' variance to p 7 MANCHESTER, CT 06040 4/ 37A 99 £AST CENTER STREET SOUTH WINDSOR DEVELOPMENT COMPANY Section 13.4a to allow a parking lot with no perimeter screening on the MANCHESTER, CT 06040 common boundary line (5' required) at 1000, 1006, and 1014 Sullivan Avenue, GC Zone. ** Excludes property to be conveyed to N/F Timothy Moriarty. PARKING CALCULATIONS: A' o� o USE PARKING REQUIREMENT SAWL7 / f a W00D ROM BANK 1 SPACE/250 SF + 1 SPACE/EMPLOYEE \\11�-AW p RETAIL 1 SPACE/200 SF GFA s Q. R OFFCE ` T 4.5 SPACES/1000 SF GFA v , , t ` FAST FOOD I/ 1 SPACE/50 SF GFA Rpgp � � i� � �A�• � � F�/N �9r ►£ 100-26 PROPERTY OF N/F SCOTT LEONARD yg F S R9'9 �: rREEr00,5 PROPOSED BANK �£ N^ BERIE ROAD ( BUILDING SQUARE FEET: 2,955 PROPOSED RESTAURANT/FAST FOOD ��t/F ROq° I 7S4 CHRIESTIMATED LANE NUMBER EMPLOYEES: 6 (NODRIVE-THRU) G/OAR PARKING SPACES REQUIRED:1.82BUILDING s 4 VIM D �? AiAr� HAZEL. STREET � ROSOtA 100-28 � j""" '� / PROPOSED RETAIL PARKING SPACEIS REQUIRED:25.2 ij SQUARE FEET: 1, NG < `c4 DRIVE S ASH ROAD< 700 27 PARKIIING SPACES EQUIRED:66.3 �l \ TOTAL PARKING SPACES REQUIRED: 49 SI TE �� ' Q o + LAKE STREET DRZ ZONE PARKING PROVIDED: 55 194 AYERS ROAD �` 4 PROPERTY OF N/F TIMOTHY MORIARTY 00, PROPOSED OFFICE r0 BUILDING SQUARE ACES REQUIRED: SF \\`..� � TOTAL PARKING SPACES REQUIRED: 23 4 '� c�1 PARKING PROVIDED: 20 � a�.e> � ��FN� �' � (YL4YES M 61ES I • Gt�IAiCA4►7Y ( Raa C�vmP / 1GY!-37A G� � \--j2R/JCJ "aa"t"c TOTAL COMBINED PARKING SPACES REQUIRED - 72 ANN= �o� IS. TOTAL PARKING SPACES PROVIDED: 75 (INCLUDES 4 HANDICAP SPACES) ALW \ ` CROSS PARKING & ACCESS AGREEMENT TO BE IMPLEMENTED BETWEEN "�c j INJ GC ZONE LEONARD & MORIARTY. • �J ' �"'"� �'�,� Cott/ �700-37 SAND A YFRAIM 700-36 ~ U/iU �� AO� y ` RO ZONE +tE TAf SHEET INDEX 700-34 DESIGN PROFESSIONALS, INC. L OCA TION PLAN N.T. s � 1 COVER SHEET o r FINAL PLANS 2 BOUNDARY SURVEY FW TOWN OF SOUTH WINDSOR 3 DEMOLITION PLAN Fr zoos KEY ��� AUTHORIZED SIGNATURE NOTES: q- PLOT PLAN � r" r" - THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN J Z j ' S 5 TOPOGRAPHIC PLAN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT DATE I BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR RE SCALE �,� � 2009 � SEDIMENTATION & EROSION CONTROL PLAN REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC, THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL / — 8 D E T A I LS OF THE PROFESSIONAL ENGINEER OR SURVEYOR. 1 of 1 BAYSAVER DETAIL REV: FEBRUARY 3, 2005 REV: JANUARY 10, 2005 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3009-1 THRU 20-300B-20 OF THE OWNER L1— L3 I. -AN D SCAP E PLANS REV: JANUARY 4, 2005 REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF OWNER/APPLICANT. REV: DECEMBER 20, 2004 CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED TIMOTHY M. MORIARTY LP 1 LIGHTING PLAN REV: DECEMBER 8, 2004 FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. I IS NOT TO BE CONSTRUED AS SCOTT LEONARD g0 SKYLINE DRIVE' REV: NOVEMBER 29, 2004 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUe f CHANGE AS AN ACCURATE 110 LA VENDER LANE SOUTH WINDSOR, CT 06074 A �I --' A 8 ARCHITECTURAL PLANS REV: NOVEMBER 10, 2004 f IELD SURVEY MAY DISCLOSE. ROCKY HILL, CT 06067 DATE: SEPTEMBER 29, 2004 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREOF. TEL S6O-6�4-3913 12882 TEL.: 560-721-9214 • • � RICHARD P. MARTEL LIC. No. (1000-1006 SULLIVAN A VENUE) (1014 SULLI VAN AVENUE) SHEET 1 ___ DPI PROJECT NO. 1585 NOTES: El 1. HORIZONTAL DATUM BASED ON NAD27. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. 4. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D MAP REVISED: FEBRUARY 23, 2001. 5. THERE ARE NO REGUL,':TED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND SOILS, LLC. 6. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY CORNER OF THE LOT (50' REQUIRED) IV V L �1 J V HtC i HIV l.t I V Jtt. I l J ION 13.4a IU ALLOW A PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. REN 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC., THE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, SOUTH WINDSOR, CONN." SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. nnrn Anrn nv r'r�r=rNRCV 61 ALFVRD F1SSVl.IAItJ, INC. 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, PREPARED BY FUSS & O'NEILL INC. 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD - SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. 194." SCALE 1"=40% DATED AUG. 31, 1933. No. 132-02. 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194." SCALE 1"=40', DATED AUG. 31, 1933. No. 132-03. 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0", SCALE 1"=40' HORZ., 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & ASSOCIATES. Zw N -� N/F THE NEIGHBORHOOD oiin i UL✓ EX/S7II,�V�=118.66 DRZ DESIGNED RESIDENCE ZONE s se�a'13"E /.R. Now Now --■■ram. �.i•� 71 - �..-...�■si� ......ate-� 11' GC GENERAL COMMERCIAL ZONE 36f1 b4' 11 EXISTING 10' 11 RM EASEMENT • EXIST. {`` /.P. ............11.1............................................................................................................................................................................................... -__-__-______,, .._..______•__-___._ 20' RIJFFFR //NF 7-....-:.:.-.:. -::: 11 (SEE NOTE 6) ; W 11' 11 __ 15' REAR YARD 1 N O y O� II , NI '11 N/f SU011 L L UN ARV N+ 11 t 69,597 sq. ft. 11 1. 59 cc. 1 11' PROPOSED PROPERTY LINE 11 10' SIDE YARD 11' S6828'13"E 11 1 132.84' LAND TO BE CONVEYED FROM /N/F SCOTT LEONARD TO I IMU I N T MURIAK 1 T ,2y9M Ze�•• ,EX ` EXIST/ .052f /(C. x N ` N 65' S EX/Sr. 11 of 23 1 " W 3.66' DEE - LR 11 h EXIST. D 125'f) ■.�� cS I-A6 X (� EnsT. 1 { ii 20' FENCE POST 11 j 4 / 20' BUFFER (SEE NOTE 7) 1 N DRZ DESIGNED RESIDENCE ZONE ----. ■".■' """ ZONE LINE GC GENERAL COMMERCIAL ZONE N/F A N/F 11 I %ALPH C. & MAR Y T. RONALD & P A ULE MAR TlN I 11 ' ` I HALL 11 l 11 { 18.7' 06 FENCE POST 70 4 t `I Ln W EXISTING HOUSE a o Q 11' N 11 EX/S77NG CONC. WALK M Z Q SO'F,y I 3 { a y 11 0 CNp qt t 1`I (SEE NOTE 6) 40' F. Y. - ' Y , N EXISTING BUILDING I �- m LEGEND t o AREA I EXISTING IRON PIN 11 Easr.- fmcE POST a m N/F TIMOTHY MORIARTY i • EXISTING MONUMENT 11 ' ----- EXISTING PROPERTY LINE 11 k E • OIL1 O 19.070 S.F. II CO NC 2 PAD INK I � � 0.43 AC. Esr LP 4=8;3548 { Ex/sr. FENCE POST (c 11 E) 210.09 - - - - �� �, CONC. PAD EXrsT. RR S KE - '%V . R=502. 71 L=75.43 11 S7nN N 68 3034" W • sEXIST 4 S ie P EXIST. 107H CANOPY EXISTING CHD MON. 68 ;30 34 -- W Exrsr. '' '""'•--- CHD MON. -- ... Ian=37.78 ""'�•••��. EXIST. WALL -'- BIT. APRON ND TOP) N 868952.28 ,, ' PIPE W/CAP 11 E 1051554.95 . S.M.H. F=119.62 I SNET187,, v EXIST. V=115.88 EXIST. 4' CONCRETE WALK -= SIGN _ _�-�EX/SDNG�OG�OE�11�6- _- -- -_ _ - - ELECTRIC \ \ _ - _ - - - NANOHOLD lg ..= 24" RCPExlS77NG iYA1TE ONE _ EX. C.B. rF.=112.49 INV=110.14 SIGHTLINE=1000+' EX TF 119.31 ARY SE- _ - - - - -- - - - - - APPROX. LOCATION `--- _ _ _ _ _ -- _- -_-_ _ - -_ -----------ET184 - EXISTING WHl _ _ 1 EX. S.M. 6"0 SANITARY T.F.=119.80 LATERAL APPROX. LOCAIIbN ` - - - - - - - - _ _ _ 6 TARY ` /NV=111.79 f--_ q�f DEEP 6"0 SANITARY LATERAL IW - - _ - _ - - _ =TERAL 7't DEEP S 1 Z W TF.• 128.33 EXISTING DOUBLE YELLOW LINE h WN/T£ LINE h INV 18 (/Nj.• 125.\93 - INV. 12" (IN): 123.& 1 INV 18" (OUT).• 123.`7`\3\ _ - - - - - - - - - - - - - - - - EX/SANG EDGE OF PAVEMENT -"' - --- NU / 10 0 Z.INV, N �\ EXlS71NG \ \ G G G G- G - -- "_ - - - - _ _{yG o \\ APPROX. LOCH AON 6"0 GAS MAIN -` - -G- - G - ' -- G-- EXJST. SN£T {p - EX/S1ING - - - - - _ SIGN No. 188 �Y HYDRANT SNEr - - - EXIST W - W W - --- W -1_ W No. 187 _ G - \ G- CHD MON. APPROX.. LOCA77ON 1210 WATER MAIN W W - W W - W - W ■ EXISr -- \\\ -� CND MOM. " ■ XIS EMON. OWNER: - _ 8 CHD ON. OWNER APPLICANT: TIMOTHY M. MORIARTYzzz \ \ F:-128.77 7 - INV•125.87 SCOTT LEONARD 90 SKYLINE DRIVE 110 LAVENDER LANE SOUTH WINDSOR, CT 06074 ROCKY HILL, CT 06067 TEL.: 860-644-3913 TEL.: 860-721-9214 (1014 SULLIVAN AVENUE) _ Rcp (1000-1006 SULLIVAN AVENUE) o 1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z m LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE Tel. 860.291 • 8755 ® ■ Fax 860 291 8757 (�D 0 D �(j jCU7tVj' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. eS�� U11 !P � u u u u u vu u �/ L5 u 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SUFVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS 'TOTED HEREON. 2p p 10 20 40&rofesslonals, inc,1 �Gj�O WE U (r-r NCIM U1ililAP -I DESIGN: DRAWN.• JAS CHECKED. RPM CONSTRUCTION. 3. THIS PLAN 12ss2 IN F'E;�'P ) 20 � civil engineers •planners surveyors ' QIMPRESSION i INVALID UNLESS IT BEARS TH,, SEAL AND ORIGINAL SIGNATURE t 11-10-04 REVISE ABUTTER JAS LIC. No. 1 inch = ft. landscape architects • gis gps JOB NO.: 1585 D�' `� 7' 9-29-04 NO. D!�,TE i DESCRIPTION BY OF THE PROFES'IONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/inhs/15R.5/1-5R.5 (1N).• 128.71 (OUT): 128.61 EXIST. CHD MON. ■ RESURVEY PREPARED FOR: SCOTT LEONARD tCONMICUcCUT SHEET 2 8 'k, A NOTES: i. HORIZONTAL DATUM BASED ON NAD '27. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 3. PARCEL iS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF SOUTH WINDSOR ZONING MAP. 4. PROPERTY iS LOCATED IN ZONE X -- AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN PER FiRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001 D MAP REVISED: FEBRUARY 23, 2001. 5. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND SOILS, LLC. Q. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4.5.4.1 & 5.2 BY THE ZONING. BOARD OF APPEALS TO ALLOW (1) A REDUCTION iN THE REQUIRED MINIMUM FRONT YARD FROM 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ON SEPT. 2, 2004 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW A 20' BUFFER ON THE NORTHEASTERLY CORNER OF THE LOT (50' REQUIRED) AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A PARKING LOT WITH NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' RF QI 11REt,,,'1) AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. REFERENCE MAPS: 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC., THE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, SOUTH WWDSOR, CONIC" SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. PREPARED BY ALFORD ASSOCIATES, INC. 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER. 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, CONN." SCALE 1"=40',- DATED 9-••1-88, REV. TO 9-27-88, PREPARED BY FUSS & O'NEILL INC. 3. "CONNECTICUT STATE HIGHWAY DEPARTMEN I RIGHT OF WAY MAP, TOWN OF SOUTH WiNDSOR, EAST WiNDSOR HiLL - WAPPING ROAD FROM THE HARTFORD - SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. 194." SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING CENTER NORTHERLY ABOUT 7-600 FFFT. RO►ITP hfo •iOA " SCALE 1"=40% DATED AUG. 31, 1933. No. 132-03. 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0", SCALE 1"=40' HORZ., 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & ASSOCIATES. LEGEND t_L1 _ 2 � Z_ Nlf T/-11""' A11:71'2,"Qnou1)nn r• IL.- 1.I-1 v1 1 u v/ 11 i v vt/ /91 PUD _-.----------~------ Exrsix. sMr 1------_---- tiET1 __-_---134,/NV=118.8__-_- /RVRL5E1GNED "___-----_ROEAV�.---------- GC GENERAL ,COMMERCIAL ZONE ,- i - N EXISTING 10' f - I it SAS./STORM j EASEMENT �` ........�.................................................................................)...........................................................................................................�1...........................................................................................................................................20; BUFFfR,LlN£.L.............. I It r i (SEE NOTE 61 1 il� ---`---- -- - --- - - - - -- - NIF SCC TT LEONARD ' � � it � ` ` -' --''" ♦ ` it I �- ` EXIST. � � � .-, - ' ExrS; .-. it To BE ABANDONED � 1 PER PUBLIC tt ' HEALTH CODE ` DOST. FENCE' POsr NSF t -w--- RONALD & PAULE MARTIN A EXISTING IRON PIN EXISTING MONUMENT --'•--- EXISTING PROPERTY LiNE EXISTING PAVEMENT/CONC. WALK TO BE REMOVED Ll EXISTING BUILDING TO BE REMOVED . GN EC E ZONE 1101102 . """ ZONE LINE 'AL AL ZONE tt ` I opt) X. ` . ` . N F 1 'AREA t(_XPP RALPH C. ,&' MARY T. -' - HALL tl ' it Copp AX apt o"IIE PCP ` ` S; SE A9ANCONEC ♦ y 1 tt PUBLIC K1:ALSH CODE \ S \ ` It ` �� � `♦ 18.7' ` E.l7Sr. FENCE POST HEALTH CODE 7'8 (}ti EXISTING HOUSE Ui 1 �t 1lN / UIL G Come. Er"L ♦ ` - - tr it ' STREET TREE Q) t t • • ` ` EXIST. TREE TO BE l ♦ it *� `� SAVED, PROTECTED tt I!`PO T7 tt ` • AND PROFESSIONALLY ` TRIMMED BY LICENSED - ♦ ' " ♦, ` tt ' `, - , ARBORIST. N/F TWO THY MORIARTY li NC. ` ♦ E�sr. F�Nr�.easr NC. P ID KE ,,,� ....... ` . CHD MOH. w'+•....,♦,a• EX/ST. ` . N 868952.28 % ♦" PIPE W/CAP 1 1554.98 Sl y 1 ♦ -�I`--�- 24" RCP X15WNZ7�SFD EX. 11 £K CCB I "" _ ^ - _ • _ _ _ T.F.=112.49 93f —(! \ - - _ _ lNV -110.14 — -/ArV-18` I 1737 J— V • ^ = �-- = ," _._ �_ SNET 184 ( APPROX. LOCATION - -� — -- — -- — _ - — — — __._ — __.. — — — _ — — — — — — — — — — — — — — — — — — £XL4710(C. fYH — — 1 EJL S.M.H. 6. 0 SANITARY "" "" - - _ � ~ � ._ _ � — Ox- Io�II�; �= — _— _ T.F.-119.80 LATERAL APq+ROX. LSC1iTiON` ^ ~ - .. 6"0 TARP $1GH if 4N1:=140O-h /NV-111.79 '± DEEP 6"41 SANITARY ~ , ~ y ` 1 LATERAL \ LA7�RAL ` 7'± I DEEP �S `{ _ �- SUNG DOUBLE YELLOW LINE _ i 2 N EX. CA 7F.• 128.33 1 � / l INK 12" (IN.- 123.83 L.. ` / � 1NV 1�" ((Xl7y 12373 _- y EXISTING �S 17E' L/NE � A t / � A � ( `�� � ` ~ � ` � � ` ~ E 1 — G , - EXlS7/NG EDGE OF PAI�EMENT 1/ /V / / �"' INP Ner _- G APPROX.. LOCA7JON 6 P/ GAS MAIN G G - — G_ _ — — ....... "' �_-.-......... - _ _ `�� (J L.. ff ® 'e�. `�� ` ~- /NV EXIST. SNET �p�- EXlS71NG � � -�" ""' ---G EXIS77NO � �� _ Iy W SIGYJ NVro. 188 ` HYDRANT Nos187 �- =- '-'G_"' —'G_ D MON APPROX. LOCATION 1210 WATER MAIN "'" W �L W " --- W --- — W ----- W --- — W --- W --_ W =�-�. I —0---- OWNER' v D x/sr� OWNE�APPLICANT: TIMOTHY M. MORiARTY � � `� EX ABL CB CHO MOH. EXIST SCOTT LEONARD ♦� 7F:•128,77 90 SKYLINE DRiVE � ,� /Nt4125.87 110 LAVENDER LANE SOUTH WINDSOR, CT 06074 �. ROCKY HILL, CT 06067 TEL.: 860-644-3913= ` TEL.: 860-721-9214 (1014 SULLIVAN AVENUE) -- (1000-1006 SULLIVAN AVENUE)Zz £X. OBI C8 �-� rr• Ivy 90 z le X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Tel. 860.291 •8755 GRAPHIC SCALE Fax 860.291.8757 DENCLOTOOK ©dm INFORMATION. ALL EXISTING UTILITIES SHOULD���� ���� BE FIELD VERIFIED PRIOR TO CONST12UC110N. 20 0 to 20 4o g 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �������������� BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. { IN FEET) � , DESIGN.- JAS/G8 DRAW. JAS CHECKED. RPM/( 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-10-04 REVISE ABUTiER JAS 1 inch = 2t} fi~ civil engineers • planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects gis • gps J08 NO.: 1585 p,Q7 g-�g—()¢ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTJaN BY 165 South Satellite Road, South Windsor, Connecticut 06074 ORAWING NO.: server bbs 1585 1585_3 /_. 1 � pN>.• 128.71 ` (OUT).128.61 F�isn'I'C PREPARED FOR: SC0*'r7?' LEONARD ll000 & 1006 SU LILRVAN AV ENUIE EX/; CHD AEC SHEET 3, NOTES: 1. HORIZONTAL DATUM BASED ON NAD '27. 1� 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. E.SOU �.••,•••r U,•j � 'ous12 o�Sou�.h `l,�%uzd4oc 3. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF . 15no suLLlvnN AVENUE. TELEPHONE (860) CT -2511 S °ngce TELEPHONE t860) 644@511 � �C 1540 SUUNAN AVENUE • SOIJI}t WINOSOR, Cr 06074 ��ronN°r TELEPHONE (860) 644.2511 SOUTH WINDSOR ZONING MAP. � ? November 16, 2004 4. PROPERTY IS LOCATED 1N ZONE X - AREAS DETERMINED TO BE N/F OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE ' Cerlificd#76o20460000197443638 CERTIFIED MAIL MAP COMMUNITY PANEL NUMBER 090036 0001D MAP REVISED: THE NEIGHBORHOOD FEBRUARY 23, 2001. DesgnProfessfonais,Inc. Novantra22,2004 165 SSoulhouth satellite Road 5. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PUD DesignPr f essioT o6o7a PER JOHN IRANI D HIGHLAND SOILS, LLC. V �` RE: Appl.#04.60P-ScottLoonard-SuIIIvanAvenue Judy A. Schuler �. VARIANCE GRANTED ON Jl1Ll( 5, '1990 AND SEPT. 6, 1990 TO I)esignProflssionals,Inc. SECTIONS 4.5.4.1 & 5.2 BY THE ZONING BOARD OF APPEALS TO Dear Mr. Dohlallio: 165 South Satellite Road ALLOW 1 A REDUCTION IN THE REQUIRED MINIMUM FRONT YARD FROM At the lConservation South Windsor, CT 06074 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA Commisionaeroveda regutarmeeting,the0OD-1 Inland 06SuwetlaldsAgencyue-Consery BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. Commission approved for action o4.con action with the onstruvenue-conservation Dear Ms. Schuler 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS DRZ DESIGNED RESIDENCE ZONE -• commercial on arldniliotes s,st rmwatnWrhturesandasonaf associated pro EXIST. commercial development, parking lots, stormsvater structures and associated site improvements ON SEPT. 2, 2004 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW LR on property located northerly of Sullivan Avenue and wcr'^rly of Ayers Road. This approval is Re: Appl #04 60P I eonaM Site Plan afI7avelopmerrt S 6$78'13" E subject to the following conditions: -��, � � � -�--��_� �� We ero pleased to advise you that the Planning &Zoning Commission voted on November 16, 2004 A 20 BUFFER ON THE NORTHEASTERLY CORNER OF THE LOI (50' REQUIRED) GC GENE 368.64 1. One blueprint copy oflheentire set ofplans and this letter reproduced thereon. must be to approvewith modifications teabove referenced application for aSite Plan oflDevelopment. AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A PARKING LOT WITH GENERAL L COMMERCIAL M M E R C I A L ZONE N E submitted to this Commission. This must be completed Within 65 days of approval prior This approval is for the construction of two buildings and associated driveway and parking on NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) to anyconstshall acomidnmesuon metthlans urequirmted to PlanntngSzomn9 property located 1Jo0-1004 85,daeAvenue er zone as shown on plans prepared s Design o Commission shall ba considered having met this requirement. Professionals, Inc, Job No. 1585, dated September 29, 2004, as revised. This approval i5 subject to EXISTING to' the followingmodffications: AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. 2. The application shall indemnify and hold harmless the TmVn of South Windsor against _ 1 SAN /STORM fi- PR(1['t7SFfl R(Of1F LEADERe Tr) rnnlhlCr+T t tntneononr Ixrn ter, r MUr V,.,, _�i t� .. '..-.._ any ltabitity, Which mightresult from the proposed operation oruse. 1 .... a � w � li D__ � _ ' • .� Iv vvlvlvGlil VIVVGrVVRVVIVV IV rl'CurV.7tu I,A TRH j tAJEMtNI •v wry ancwurn, ar7�wun�iuuir I`vcheiu'w�lu TOvm �caa. BASINS WITH 6" PERFORATED PIPE (SEE SHEET 8 OF 8 FOR PERFORATED PIPE r 1 (SEE NOTE 6) EXIST. 3. The permit is valid for five years and shall expire on November3,20B9. Histbe TRENCH """""""' 20 _BUFFER L/NE LP landowner(s)lapplicanl(s) responsibility to track expiration dates and notify the 2. No building permit will be issucxi until the final tRylats have been filed in the Town Clerk's E CH DETAIL).................................................................... office. 9. TRAP HOODS SHALL BE INSTALLED IN ALL PROPOSED CATCH BASINS. r t•..................................................................................................................................................................................................................................... Commission of a renewal request at Least 65 days prior to expiration. 2 4. All approvals required must be obtained and submitted prior to any activity on the site. 3.• TIU3 application is subject to the conditions of approval of the Inland Wetlands 10. VARIANCES GRANTED ON JULY 5, 1990 (ZBA APPLICATION #1570-90) AND ' \ILP1 \i/ LP1 N68'28'13"W S. A contact person shall be identified on the plans. AgencylConservation Commission, including a bond in the amount ofS5.000. / SEPTEMBER 6, 1990 (APPLICATION #1595-90) TO SECTIONS 4.5.4.1 AND 5.2 - - -o- LP1 \ I / moo! LP1 4. An as -built plan is required prior tr issuance of a Certificate of Occupancy per Section 8.1.11 of 43.04 6. List of abutters notified regarding this application should be submitted to the the Zoning Regulations. Chairperson. BY THE ZONING BOARD OF APPEALS TO ALLOW (1) A REDUCTION IN THE , b � 5. A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of REQUIRED MINIMUM FRONT YARD FROM 50 FEET TO 40 FEET AND (2) ALLOW - ; N A land. A REDUCTION OF THE BUFFER AREA BETWEEN THE GC ZONE AND THE A-20 6 7 8' ¢2 43 I 15' R R YAR ZONE FROM 50 FEET TO 20 FEET. r ' 31 ,C�' 22.0 36 37 19' 1 49 5Q 1 ( 55 PROP. CONC. p 7. We recommend a bond in the amount of S5,000 be submitted to the Planning &Zoning TYPP BOLLARD •+ Commission to ensure r7,mpliance With the erosion and sedimentation control measures 6. AI) plans used in the field by the developer must bear the stamp and authorized aignaturc of the (A and establishment of the stormwater structures. Town of South Windsor. PROPOSED P OSED DUMPSTER REFERENCE MAPS: �0 5'R �8'2F3'13" ..,_.�•�-�^.3 7. This approval does not constitute rcpprovel of the sanitary sews, which can only be granted by �'AREANthe Water PollutionControl Authority. BY ASSTE pVery truly yours, B' PROPOSED DUMPSTER LANE SIGN c PROPOSED 72.00' 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC., pR 1006i AREA ON CONCRETEPROPOSED SOLID (vr��w 3 1006TAILPAD SEE DETAIL a SOLID WHITE j % n8. Thebaildingstreetnumbcrmustbcincludcdonthefinelpian. THE NEIGHBORHQODCORNER OF (PAPAn� ROAD �. AVroc onArn CVT[AICl/lA1 C / ( ) NIF .S(_n TT / FnlV,4R/� tAAJIT� t late_ _- �� a3 w_ �� �� . AIO care %- i/ -f-,' �; . 1 t : y z- / t/�c' , J 9. Pavement markings must be maJauined in good condition throughout the site drives and parking w loco IwP1v LAILIVJIVIV, .�v r a a-a--v. •i r+ rc,i 'will lc- WINL - m� LINE -PROP. EASEMENT IN FAVOR OF t-Fern a?; SOUTH WINDSOR, CONN." SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. �eouARD 10008. __ MORIARTY FOR ACCESS PARKING, REFUSE'• Eliz L� A.Warten,Chairperson ems' PREPARED BY ALFORD ASSOCIATES, INC. r ' �"� v `5,7 ` 12' . . d GRADING, UTILITIES, AND OUMPSTER 2�, 014 Z ' INLAND WETLANDS AGENCY/ to. The aocess management requirements are hereby waived in accordance with the provisions of PROPOSED CONSERVATION COMMISSION Section 3.A.2.e.4. because the topography of the abutting Colony Shops site makes a shared 2 5'R o 1 ROP, sees and circulation system impractical. 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. r \o/ 9 DRIVE PROPOSED SOUTH WINDSOR, CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, ' /I\ HRL LANE SIGN e:tdr COt�, 17. Buffer mast meet due PROP SED PROPERTY LINE BOLr,ARD requirement ofSection 10.4ofthe zoning regulations. The buffer is to be PREPARED BY FUSS & 0 NEILL INC. ' LP1 cc Chief Building Official designed in accordance with the altcmative buffer proposal presented by the applicant (decorative PROP. 4 1� S/DE YARD plastic privacy fence). Final buffo plan is subject to approval by Town Staff. CONC. WALK 12. The Town Brighleer's review comments dated 11-16-04 must be addressed to the Town Engineer' 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF PR P._ 4 00 t satisfaction SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD - ' 3.5' G 7E 28.50 PROP. PROP. 14 A " 20 SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. 194." 1 S68'2813 E 13. Site lighting tobetumedoffovernight. PR P. o LP2 \ I PROP. SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. 10,cl 0 3.0' DOOR 3.0' DOOR r 3.0 DO R o / I � GONC. _/ 132.84 b4. i`uc iruv loud ciaiiiruafilt fs not pamitie6 to have a dri"va-tltru window. PAD 1006 SULLI AN AVENUE U ;�� / LAND TO BE CONVEYED FROM / //w 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF 5,50 .- / / Black and while transparent mylars of Sheet #4 with the above modifications, together with three SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING ' PROP. 3 1 o N/F SCOTT LEONARD TO N/F CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194." i - ® - - - ® - - CONC. PAD 7.75' j °� 4.99 o RETAIL 1,k 60 SF & EXIST ^ TIMOTHY MORIARTY 2,299t SF / stamped andcop be etters set olarsmust of Commted toission siio ns well thwithin land Wetlands statnpat and signed. The letters of approval of this Commnission as well as the Inland Wcdends SCALE 1"=40', DATED AUG. 31, 1933. No. 132-03. LP 0.052t AC. gency/Conwrvation Commission must be reproduced on the mylan. o c9 a o RESTAUR NT/FAST �� -'.-� N DRZ DESIGNED A I Ca O o FOOD 1 260 SF O ¢ 8. ¢' S EXIST. After the mylars have been signed by the Commission, they will be rcttuued to you for fling in the ,�► RESIDENCE 7 N 6523 1'EX ST 3.66' (DEED J25'�} rR ZONE Planning of the Town Clerk After filing thane plans, a copy of the receipt must be submitted to the 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, l 1000 SULLIVAN AVENUE D. FF:1 .40 ° 1 mglxpartment. CONNECTICUT, SULLIVAN . 1 A, 118+0 TO 125+0", SCALE 1"=40' HORZ., r ' PROPOSED BANK I , j B """" ••,,••,, ZONE LINE sinexety, 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & r a \o NE ASSOCIATES. �• 2,955 SF 0 h zo' GC ' 1 FF:131.40 O LP2 I 20'BUFFER GENERAL I f BY-PASS ,!1 �' ��� PROP. I R (SEE NOTE 7) COMMERCIAL ZONE Tlmoingand Zoning Commission 1st ' LANE a 0 r va 3.0' DOOR x l LLI \ B PlnnningandZoningCornn»ssion a� - ® - - ® _ _ 2.8 LP2 GONG cv w 1V� Q �� '� 00 THW/pmm ►;- ROOF OVERHANG 3.00' O t\ h s\ f� 04 (0 O co: Town Engineer CANOPY o0 1 0 �pQ 45.M s� o 'n�^ PROP. EASEMENT IN FAVOR OF Chief Building Official N/F "r e 25 V_I h 't to SCOTT LEONARD FOR ACCESS. N/F Assitwor ' Zr ' 8.0 n c� C \o to ^� z DRAINAGE. UTILITIES, & GRADING Superintendent of Pollution Control RONALD & PA ULE MAR TIN LP2 PROP. 5' CONC. WALK - LP2 I~ RALPH C. & MAR Y T. Fire Marshal - B j MALL 18 DO NOTED C I I' ■ LP1 ENTER SIGN ONE WAY O / LEGEND r DO NOT ENTER PROPOSED ' B 18.7' ' TURN RIGHT TUU RN SIGN 3 A o 1 0 EXISTING IRON PIN ' 94.7' ♦■ r . v) - ; " 24' - - - - - - - - jrn f to. z F N76' l28 S13'29'35" 4 f --------- ro(dz �� 7.71 17.96 I ■ EXISTING MONUMENT r ' Co z aF B 8 W •- EXISTING PROPERTY LINE 1.5' TYP. w uj I I vi F�'/STING HOUSE PROPOSED LIGHT POLE 17 1 12 9' m' 1 la uo 1 i� s19.227"w ' 1 O 0 13 L 'o C�9 50' A' y. N 111 r LLL oLP1 N A UD I � ;�0 - 40' F . Y. NC. EXIST KEY MAP PROP. RETAINING WALL PeELL -•F-'- � BOTTOM:125.00 PROP. EASEMENT IN FAVOR � � 36 USCOTT LEONARD FOR ACCESS, TOP:128.00 I OUD DRAINAGE, UTILITIES, & GRADING A MATCHLINE FOR FUTURE DEVELOPMENT (SEE DETAIL) OF N/F MORIARTY PROPERTY E LINE UB HANDICAP RAMP TYPE 1 {SEE SHEET 8 OF 8) r ' I PR P. 1GHT To � � N/F TIMOTHY �"�fOR/ARTY 3 DYCL ^' O7O ^. r- PROPOSED TWO RAIL 1 PROPOSED DETENTION BASIN aA o of MDR► 0) T- 9 . F. UC HANDICAP RAMP TYPE 2 FENCE (SEE DETAIL) 3 1 (SEE SHEET 8 OF 8) co N I N z N- 0.43 AC. n a N PROPOSED SIGN 1 N^ A o V W �D INSTALL 31-0222 (� 4) N EX. 36" MAPLE to .,,� Ill I A=87548" EXIST. /. , PROP. U) sT LP1 o R=502.7 (CR/MPE) STOP P SPIKE _- d-q Tan75 43 EO PROPOSED BIT. CURB (MATCH EXISTING CURB) - -- - - - - - - -- -- a"'i N 68UO'34" W ® Exlsr. LP EXIST. SIGN STOP AR N 68U034 W "-` 37.78 - - S-2.76' CHD MON. (y -- CHD MON.-"�...,,� EXIST. GRANTOR GRANTEE TYPE OF DATE VOL. PAGE EASEMENT FILED MARY PETRAITiS JOHN J. MITCHELL, 10' SANITARY/ JUNE 5, VOL. 229 FRANK PETRAITiS TRUSTEE STORM EASEMENT 1E01 PAGE 290- ROSE PETRAITIS 292 JOSEPHINE STRIMIKE - SCOTT LEONARD TIMOTHY MORIARTY ACCESS, PARKING, GRADING, UTILITIES, AND DUMPSTER TIMOTHY SCOTT LEONARD ACCESS, MORIARTY DRAINAGE, UTILITIES, AND GRADING (NO TOP) B N 868952.28 -�� £ 1051554.96 ,•• .rr e-yU2lft2 07- �CiLGt�2 U/Cl2CO�L 5 / 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �Oytis c°�' TELEPHONE (860) 6"2511 EXIST. EXIST. 4' CONCRETE WALK Jaausry7,2005 SIGN SIDEWALK EXIS77NG EDGE P�j£MEKL_ - __-.__----- - --'"- �•c __ REPLACED K TO BE -------------------------- EXlST1NG Kul/7EUNE � - ----- ------------�---------.---_'- "- 1kd�PmfteNontn,lnc. 25'R OFPROPO1 REMOVE AREA SIDEWALK 165SouthSud)heROW ♦_ E �� ENTRANCE SE 255 REPLACED TO BE South Windsor, Cr 06074 Alta Judy Setrukr RE: Seoa Leonard --- ---- ---- ----- - -- -- __-- _-- --- _--- -. _-_-- -. -.-- -- _-- _-- -.. ._--- - ----- -- EXISTING {1•H/ � 1000.1006Sullivan Avemn - --- -- ---- INSTALL WHITE E South wiwlaor, CT ' - 1r Ma Schda: ERADICAT -- PERMANENT `�•--- �' SIGHTLINE=1000+' f DYCL �---_ M�RKiNG ARROW_ �`' -�` rt>osowbWadaorwataPollution comroln:d>odty..tlaregular mau�to�fJ.aaary 5' gave 1 =- _ X/S \ 1� = s _�' approval for tbo connection to thoTovWs sewerage system o a comaxrci 'f at t - 106 - -- -- ---- --- __-_-�__- - - - E - . nyc ooueLE rEuoly uNE PROPOSED PAVEMENT -, _. 5 �1 ` salliva m,Soethwitidw, pm m.�ilfeal.r,ownen�� cztwe�TopoB�;urPlan- MARKINGS �� seat '. P�bY .. se«No. ,Drawiagxo. ,daud4.29-04, - = - INSTALL Sol �������j p ERADICATE ` r�laan-lo-oa.lzoso4,t2-20-0t,01.0405and subject tothe fonowmycoollitioru• 160' - -{ - -- -- - - - - / SINGLE WHITE f , _A MENT Mq E \� 1.:. Aaesselneatrevkxalmdapprovodbythe TownAttomeyanawngtboTown acceaatothe LANE LINE 12 ���kING / z A �r(s)°betweenthep°�Prope,tyownaatober�rdbytheTeamAttorney. polm �PDRDPOSED PAVEMENT S` / / 30' 3. Toemicalapproval oetheTo�a Department i MARKINGS (� / I / � � _` 4. ThWAudwriryap�val aoeeptmreeofthemal ayaaw�mmecdmwiUbogivmonm --- - - --- ----- -- ---- - - - --- - ------------EX/S77NG WhIT£ UNE _ V N I A V �- N 50 - --_ ' '+� the scwalim town and based upon written _ verification ofthe Town Nafftbat said seatey newer line was lnsaned in soWhmi iconformance --` EX/SIING EDGE' OF PA l/EMENT - ------ --- _--------- r �� \\ with tM design plans previously approved by the Auftrty, and meeting all Touv regulations and LOCATION 6"0 GAS MAIN --- E r ` EXIST. --^- -- �- --� appropriate tcMmimlepedHeatioffitetattagtoaNv taryaewconstrxtioa. SIGN --- _� 1Ltr appmv4lata mutt be superimposed co tbo final approval plans. Very truly yours. OWNER APPLICANT: �-_,-_-~-_ PA���ND DSO `�`\� J J. CLacmao / OWNER• £� r • D XIST ''_'�-,� MARKINGS �' \� \ Water PonationControl Authority SCOTT LEONARD TIMOTHY M. MORIARTY 1 EXIST. Jaad 110 LAVENDER LANE 90 SKYLINE DRIVE COMMON DRl I/EWA Y CID MON Cc: Murhew d.,tigan. Town Manages ROCKY HILL, CT 06067 SOUTH WINDSOR, CT 06074 Nichol J. Oandek, Director of Public Works SERI/lCING N/F TIMOTHY 7effDoo)ittte,.TownEngineer .• TEL.: 860-721-9214 TEL.: 860-644-3913 Marciallti ackDrectorofPlaarting SCbris eoul ugand Mol'Buildin InVoctor (1000-1006 SULLIVAN AVE.) (1014 SULLIVAN AVENUE) MORIARTY & N/F SCOTT �`' LEONARD o{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR: r 5 2-3-05 PER TOWN COMMENTS/FINAL PLAN JAS OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ® Fax 860 291 • 8757 M INFORMATION. ALL EXISTING UTILITIES SHOULD esmign _ pL�©`� PLANSCOTT L, ONARD m STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE D BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 01-10-05 PER DOT COMMENTS JAS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 0 10 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12/20/04 PER TOWN COMMENTS/PZC APPROVAL., ADD APPROVAL LETTERS MHA &rof BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. essron�lls enc. CONSTRUCTION. 2 12-8-04 PER TOWN COMMENTS/PZC APPROVAL JAS ( IN FEET ® DESIGN,• JAS/GBS DRAWN.• JAS CHECKED.- RPM/GBS ROOD '& 1006 S` lLJ 14+LUVA � AVI ��U 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-10-04 PER TOWN COMMENTS JAS 1 inch = 20 ft. civil on�;;ineers • planners surveyors 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects • gis gps JOB NO.: 1585 DATE 9-29-04 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY RICHARD P. MARTEL LIC. No. 1155 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: Server bbs 1585 1585_4 SOUTH WINDSOR, ICO�T�TIE�C'I ICUT EXIST. CND MON, SHEET S 6878'�3" E 368.64NNW ................................... 20__6!UFFER L/NE............................................................. .............. (SEE N07E 6) z NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE (5' REQUIRED) \I/ LP1 \oi LP1 Nss'28'13"w � AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. '04 , 43 LP1 IJ'1 Ali �o! 8. PROPOSED ROOF LEADERS TO CONNECT UNDERGROUND TO PROPOSED CATCH - - m BASINS WITH 6" PERFORATED PIPE (SEE SHEET 8 OF 8 FOR PERFORATED PIPE _ , Q 16' R YAR ? TRENCH DETAIL), y 10.4' 7 s' 42 4319 if -{ 9. TRAP HOODS SHALL BE INSTALLED IN ALL PROPOSED CATCH BASINS. j 31 1cR' 22.0 36 37 19 TYP O 49 50 �� 55 �It BROLL CONC.o '� III PROPOSED 10. THE PURPOSE OF THIS MAP IS TO DEPICT THE OVERALL SITE PLAN FOR THE P OSED d DEVELOPMENT OF THE PROPERTY OF N/F SCOTT LEONARD AND N/F TIMOTHY , l� 'R BY Ass Nss•2s'13"Ea ON MORIARTY. THIS PZC APPLICATION IS TO PERMIT THE N/F LEO,,ARD SITE ` 8' PROPOSED DUMPSTER LANE SIGN CONCRETE PAD PROPOSED SOLID Y� c PROPOSED 7? 00 1006 (SEE DETAIL) N� 1006i AREA ON CONCRETE SOLID WHITE �� 2' NO ice. nt PLAN ONLY. EASEMENTS SHALL BE ACQUIRED, AS REQUIRED, FOR PRO PAD (SEE DETAIL) N F SCO TT LEONARD W, iITE LINE a W W BOLLARD / i. •� LINE PROP. EASEMENT IN FAVOR OF F00 CONSTRUCTION ACTIVITIES PROPOSED ON THE PROPERTY OF N/F MORIARTY 1000 m '\ B _ _ _ M0RIART( FOR ACQESS, PARKING, REFUS PRIOR TO CONSTRUCTION (INCLUDES DEMOLITION, GRADING, CLEARING, ETC...). , 1 ' 69 5 SCE' � GRADING, 24 1014 z � 12' UTILITIES, AND DUMPSTER z l \O/ 2.5'R PROPOSED'. �9 •DRIVE THRU n� e� EXISIING--� 12'/ ROP. 1 TREE LINE BOLfFARD REFERENCE MAPS: LP1 I LANE SIGN -.-PROP, 4 `� �10' 514E YARD PROP POSED PROPERTY LINE c0 c, CONC. WALK 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO &SONS, INC., PR P. 4 00 kc OP SED ' NC ETE ALK 20 THE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, 3,5 PR P o 28.50 Q LP2\I PROP. PROP. PROP. A S68'2 '13"E ^ SOUTH WINDSOR, CONIC" SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. ' 3.0' DODR o o' it Y CONC. 3.0 DOOR 3.0 DOOR PREPARED BY ALFORD ASSOCIATES, INC. 13 .84 PAD 1006 SULLI AN AVENUE ( O T 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. 5.50 PROP ' 3 � � / N/F SlU7T LEONARD TO N/F SOUTH WINDSOR. CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, 7.75 do 1 0 CONC. PAD Exrsr. mviny MO 2, o n _ PREPARED BY FUSS & O'NEILL INC. ! ' - - - © 4.99 o RETAIL 1,, 60 SF & rP 0. 52t AC. OR� DESIGNED o RESTAURANT/FAST o O� it N o -- •---� a 4 Exrsr. 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF ` I - o. FOOD 1 260 SF o EX RESIDENCE Z0 N 652351" W 133.66' NE SOUTH WINDSOR, EAST WINDSOR HILL -WAPPING ROAD FROM THE HARTFORD - d 1000 SULLIVAN AVENUE FF:1 .40 (DEED 125f) �� SCALE HELD ROAD SOUTHEASTERLY ABOUT 12-00 FEET. ROUTE No. 194." PROPOSED BANK \I -----� o A 1014 SULLIVAN AVENUE �~ ZONE LINE SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. ` N� -- - GG 2,955 SF O LP2/o I C GENE 4. "CONNECTICUT STATE HIGHWAY DEPART;,iENT RIGHT OF WAY MAP, TOWN OF FF.131.40 0� 31 PROPOSED /20 20' BUFFER G GENERAL SOUTH WINDSOR, EAST WINDSOR HII I. - WAPPING ROAD FROM THE WAPPING BY-PASS ti �P`� PROP. a oo OFFICE BUILDING / I (SEE NOTE 7) COMMERCIAL ZONE CENTER NORTHERLY ABOUT 7,600 SET. ROUTE No. 194.° Lw LANE a o 2 a 3.0 DOOR "� �iw 5,040 SF O .8 j �r \ B SCALE 1 "=40', DATED AUG. 31, 1933. No. 132-03. : c� ® _ n LP2 0� N i ° p rn FF: 134.40 �i o. ►Q' M ROOF OVERHANGS 3.00' M p0 \I/ `' L1. 1� ` 10 o M 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, �1 u� CANOPY 00 '�' o oe' 45.00 ^ 1 O �O 0 PROP. EASEMENT IN FAVOR OF N 1 Q� o s- frjl, CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0 SCALE 1"-40' HORZ., NSF ..� (� .-I t 1r U) SCOTT LEONARD FOR ACCESS, N/F 1 "=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINCES & '" � ' 0! C \I -1 � z� DRAINAGE, UTILITIES, & GRADfNG F�ALPH C. �c MAR Y T. ASSOCIATES. Z 8.0 -ac I j RONALD PA U O LP2 PROP. 5 CONC. WA LE MAR T/N p WALK LP2 60 00 LEGEND ® EXISTING IRON PIN ■ EXISTING MONUMENT EXISTING PROPERTY LINE /o� PROPOSED LIGHT POLE KEY MAP GA MATCHLINE FOR FUTURE DEVELOPMENT OF N/F MORIARTY PROPERTY O HANDICAP RAMP TYPE 1 (SEE SHEET 9 OF 9) OC HANDICAP RAMP TYPE 2 (SEE SHEET 9 OF 9) NOTES: 1. HORIZONTAL DATUM BASED ON NAD '27. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 0 2 3. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF N ...� SOUTH WINDSOR ZONING MAP. 4. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 090036 0001D MAP REVISED: FEBRUARY 23, 2001. 5. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND SOILS, LLC. 6. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO SECTIONS 4 5 4 1 & 5 2 BY N/F THE NEIGHBORHOOD PUD THE ZONING BOARD OF APPEALS TO Exrsr. DRZ DESIGNED RESIDENCE ZONE ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT YARD FROM I.R. 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA GC GENERAL COMMERCIAL ZONE BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS EXISTING 10' ON SEPT. 2, 2004 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW SAN./STORM A 20' BUFFER ON THE NORTHEASTERLY CORNER OF THE LOT (50' REQUIRED) EASEMENT AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A PARKING LOT WITH............................................. 7.....•.•••.••........••• •.................••• B'B B HALL PROPOSED C t PROPOSED I ALL IMPROVEMENTS SHOWN O N THE DO NOT � � � ■ ' � � � � LP1 CONCRETE SIDEWALK t/ENTER SIGNONEWAY ` % PROPERTY OF MORIARTY, EXCEPT AS 24 0 DO NOT ENTER PROPOSED t B t TNO URNI SIIGN I SHOWN ON SHEET 4 OF 8, ARE FOR ` I A •� � I i CONCEPT PURPOSES ONLY AND ARE NOT a I �-- I 24' 94'��--------------------------------- �J�o zF ` N76"12' 87 _S13.29'3s"w ___ 24, PART OF THE SITE PLAN APPLICATION 7. i 7.36 j�aF B z CL ` �► a 1 ' 1.5' TYP. w vi 1 _ N w i S13' 5'47" J 17 1 12 s T1fP. O w v z 9 49 22' I 1 3 o a 105 6 (D LP1 LP1 LP o xrsT N PROP. RETAINING WALL -'�' -'`t-�`r'�-- - c. w/I PROP. EASEMENT IN FAVOR OF v� (sEEr NOTE 6) SCOTT LEONARD FOR ACCESS, BOTTOM:.00 I 36 ` DRAINAGE, UTILITIES, & GRADING (SEE DETAIL) ' ( �, 4" SOLID I w WHITE LINE PR P. IGHT TO N/F' TIMOTHY MORIAR T Y PROPOSED TWO RAIL ' DI H -DYCL FENCE (SEE DETAIL) PROPOSED DETENTION BASIN FA OF MORI 0 19,070 S.f. N�� Q "� "� O. 43 A r N O INSTALL 31-0222 j �4 ( V) ( ) t PROPOSED SIGN � Lo N A 83548N I Ex 36` MAPLE PROP. w sr. R-502.71 £xisr. LP. o N LP1 o L=7S. 43 (CR/MPE) ' SPIKE I ' C„ , OE PROPOSED BIT. CURB (MATCH EXISTING CURB) - STOP , p l�{� n Exrsr. iP STOP AR N 683034 W EXIST. '--.._..., N 683� 34 W Exrsr. SIGN � Tan=37, 78 S-2.76 CHD MON. B CHD MON. �"�""•�++ EXIST. (NO TOP) C3 �� IV866952.28 PIPE W/CAP E 1051554.98 EX/sT EXIST. 4' CONCRETE WALK f SIGN SIDEWALK _ _EXISTING EDC£ �dfENL- _- __ REPLACED K TO BE EXIS771VG WHITE UN£ 25'R ' REMOVE AREA SIDEWALK E OF PROPOSE TO BE . `. ENTRANCE 25' REPLACED - - - - - - - - - - - - - - ..-- - - - - - - - - - - - - - INSTALL WHITE F _ SIGHTLINE=1000+' r ERADICA PERMANENT _ ♦ DYCL ( MARKING ARROW i -=-- _E'XlS7/NG DOUBLE YELLOW LINE _ PROPOSED PAVEMENT ��5, .._ , _�_- MARKINGS_ _ INSTA~~`�'``~--,.., ERAp! 60 -- SINGLEu 50 Pq PAD M !N WHITE I PROPOSED PAVEMENT $ U L L / � I 30'--..�,_-��--_„_.., LANE LINE 12' � ��'`"'�.- GIf I MARKINGS �/ E,YlS71NC fYN/TE LINE A ' • ' � '/ ~�-"` 5U �'- �� - EXIS77NG EDGE OF PAVEMENT Y E /V U _ APPROX.. LOCA770N 610 GAS MAIN EXIST � --- If SIGN ' PAVEMENT y�1 ■ Exrsr. '-- � MARKINGS � `\ CHD MON. ■ OWNER/APPLICANT: TIMOTHY M. MORIARTY COMMON DRl l/EfyA EXIST. Y CHD MON. \ SCOTT LEONARD 90 SKYLINE DRIVE SER l/lCING' N/F TIMOTHY 110 LAVENDER LANE SOUTH WINDSOR, CT 06074 ROCKY HILL, CT 06067 TEL.: 860-644-3913 MORIARTY & N/F SCOTT TEL.: 860-721-9214 (1014 SULLIVAN AVENUE) LEONARD (1000-1006 SULLIVAN AVENUE) o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 ■ Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET r 5 2-3-05 PER TOWN COMMENTS JAS OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ® Fax 860.291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INc. GRAPHIC SCALE �� y �n���� j� n n�%n� j� nM BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-10-05 PER DOT COMMENTS JAS AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 20 0 10 20 40 �� p . u 1. A u �/ u PLAN N �CO�''�^ .�.�®NARd� 2. ALL UTILITIES ARE 70 BE STAKED IN THE FIELD 3 12-20-04 PER TOWN COMMENTS/PZC APPROVAL MHA BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. raTsslonals,, inc. 4A CONSTRUCTION. 2 12-8-04 PER TOWN COMMENT/PZC APPROVAL JAS ( 1N FEET DESIGN,' JAS/GBS DRAWN,' ✓AS CHECKED: RPM/CBS 1000 & 1 006 O 11� LLR V A V AVI0 NUI4 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 tt-t0-oa PER TOWN COMMENTS JAS 12882 1 inch = 20 ft. ® civil engineers •planners surveyorsIMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects • gis gps JOB NO.: 1585 DATE.• 9-29-048 OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION By RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING No.: sever/iobs/1585/1585_4A SOUTH li7s �Y17 111� SORP CONNIr.'y 1111C iL r 1. HORIZONTAL DATUM BASED ON NAD '27. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 7- LLJ 3. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF 0 ? SOUTH WINDSOR ZONING MAP. N/F 4. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE THE NEIGHBORHOOD MAP COMMUNITY PANEL NUMBER 090036 0001D MAP REVISED: FEBRUARY 23, 2001. PUD 5. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY PER JOHN IANNI OF HIGHLAND SOILS, LLC. N o 6. VARIANCE GRANTED ON JULY 5, 1990 AND SEPT. 6, 1990 TO �_.---_...._ ---130 ______ ____________________ ___,�� _ __ -------------------- 11 _ FROPOSEO LIMIT - PROPOSED LIMIT SECTIONS 4•.5.4.1 & 5.2 BY THE ZONING BOARD OF APPEALS TO `t £x. sMH! - - - - - - - " - - '� ~ ~ � of CLEARING - i34 OF CLEARING -__-_ M_______--___ __------- ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT YARD FROM Exi T r.F=r33sr _ - _ - - - - - - - - - - - - - - - - - - - - / V-11. ------------ -13 136�__ 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA - - - - - \ BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. GC GENERAL ;COMMERCIAL ZONE 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS ',� ON SEPT. 2, 2004 FOR (1) A 30' VARIANCE TO SECTION 10.4.1 TO ALLOW w EXISTING 10' IFS r A 20' BUFFER ON THE NORTHEASTERLY CORNER OF THE LOT (50' REQUIRED) It SAN./STORM , in tu+E ' ► • EASEMENT ` �� , I , '.$ , , EXIST. AND (2) A 5' VARIANCE TO SECTION 13.4a TO ALLOW A PARKING LOT WITH `� � ; � NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE 5' REQUIRED .t......................................... o: eu .,........1..... ....... �� AT 1000. 1006 Ar 1ni4 4111 I ivAw Awrmi1r rrr -7nmc ( ) 111 �� 134 \ ..c , 1..........1...........y.............. .......i...... ' 8. PROPOSED ROOF LEADERS TO CONNECT UNDERGROUNt. D TO PROPOSED CATCH ,� ��' LP1 52 L' �I/ �1 LP1 oi/ �` ` 1/ N68'2 ," f BASINS WITH 6" PERFORATED PIPE (SEE SHEET 8 OF 8 FOR PERFORATED PIPE o � - - ` 1 o- LP1 43.04 TRENCH DETAIL). ` `�� s,90 9. TRAP HOODS SHALL BE INSTALLED IN ALL PROPOSED CATCH BASINS. y ` 10.4 7.8 4z 43 10. 5 LF OF 6" TIGHT HDPE (STORM) PIPE SHALL BE INSTALLED WHERE THE `` �� , , - 31 1cR' T�YP° 3s 37 �9 - �� TYP_ _ _ - - _ O �9 50 `It `` 15 R R R 56 POLLARD ,t 16 `' ' o DQOPOSED , SANITARY SEWER LATER/ -CROSSES THE STORM PIPING. CLAY DRAINAGE , �j y - , p osEo ss•2s'13" _ A O DUMPSTER s STOPS (SEE DETAIL ON SHEET 8 OF 8) SHALL BE INSTALLED AT BOTH ENDS - - - OF THE TIGHT PIPE. �` �` ��\ 6' PROPOSED DUMPS t B NE SIGN �, a ' ` PROPOSED , `72.00' - �c � P o, • :' �A PIR 1006/ A� ( pONC L) PROPOSED SOLID aZ 3 SOLID WHITE `� ♦ - 7096. i (SEE DETAIL) cV o REFERENCE MAPS: CONIC. N/F SCO TT LEONAR WHITE LINE PCB2 f� 't{NE ` - BOLLAF� It 1000 m PROP. EASEMENT IN AVOR QF F00 a� PC61 TF:130.70 ♦ PC83 ` - ' - _ _ l�9t�9RIY_ FOR AGGJ=� ARKIIVG, ` REFUS U) I 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO & SONS, INC., 1 ' 12'/ 9 5 g. 129 PROP CAS I INV IN:125. ` - TF:131.60 GRADING, UTILITIES AND r��{{��MPSTER 24' N THE NEIGHBORHOOD, CORNER OF ((PAWAM RnnD A' AYERS onArt cvrcnlclnnl t \ !1 _ _ 1 oononcrn INV(1. 125,75 __ _ -_ _ __-VALYE(TYP.2 i= INV ()IIT-12K n �� w wn ' l'. iQ14_ ' ` IAI\/ IAI A A IvnV 1_n IGIV JI VIV, I-RVr VJGV '\• I- N \ 11`IY IN. IG`r.`FV ' 2.5' �" EXISTING w, SOUTH WINDSOR, CONIC" SCALE 1 "=50', DATED AUG. 28, 1990, REV. TO 4-3-91. ` ` 11 o �• 59 DRIVE ®S=1. o " INV OUT' 124.40 1 TREE LINE 1 / ROP• 7 LF 15 HDPE CONC. PREPARED BY ALFORD ASSOCIATES, INC. \ `� '�' LP1 I LANE IGN (6"):126.50 I{OP SED PROPERTY LB OP CASC.O. PROP. - $=1. o \)o�,;31t137 VAL<f (TYnJ 26 LFN57G 1 LI. (TYP.) CONC. WALK R- L ' _ _ ` 7SlO£ YARD0 _L 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. SOUTH WINDSOR, CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, ` �� PR P. IN :12e.s0 '3 �,�� 4 OO o r - �.` PREPARED BY FUSS & O'NEILL INC. 3.5' G TE ♦ 28 k0' ?° 'O��°� J _ - - ` 1 "' b C.O. _' LP �I PROP. 3o 7PROP.7 PRO. r> r i4 2 �`' )�T (�') c� f o CONC. ° 3.0 DOOR 3.0 DOOR �* 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF ` ` t` 3.0 DO R a 7 LF-6 PERF tl� I '� I - SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD - 1 `� HDPE PIPE o PAD ' -,3(�' Q� '� ' LAND TO 1006 SULLI AN AVENUEt, 1';, 5.5 �3, 5�0.57G (MIN.) , - F SCO ONARD TO t\r "c N SCALE 1I =4 ROAD SOUTHEASTERLY ABOUT 12-00 FEET. ROUTE No. 194." o _ - _ R° PROP. ego?o 7,75' `�2°J ��°� I f4 o ' TIMOTHY ORIARTY 99 g RE ' - X�N SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. ` o �� � - NC. PAD O 4.99 0 ' ° RETAIL 1 60 SlI & °i� rsr. ,,,,22 (EXIST. 51 LF N r •� o I _ _ _ _ _ -V-0 - �,c1,�0 a L . I b.052t N DRZ DESIGNED ' b coNc. WELL „ 'A RESTAUR NT/FAST / 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF , 0 12 HDPE C.O. O� co oe pR OS�7D 1 �- RESIDE SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE WAPPING " 4 S=1.47% (TYI') ` LO FOOD 1,260 SF n GA VALbE N 65 3 8' 4' - EXXIST. RESIDENCE INV:127.35 co Iu (� t ( WT r 66' (DEE 125 i ZONE CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194." �o _ ao `' ,0 1000 SULLIVAN AVENUE �30?° pY@� FF:1 .40 In 1y V-LFS7UB �� r;Xls % a`ti SCALE 1 "=40', DATED AUG. 31, 1933. No. 132-03. , �t ' 10`' ,S°�` ' S`' ,S`' PROPOSED BANK 11 LF-6* PERF. TF:130 00 CRE f ' """'�� .i..�l�■. '7>n HDPE PIPE O L \J C 2,955 SF s-o.5�G (MIN.) , �o INV(12"):126.Z5 °' F ��CT `� �� A £X. MAPLE'". C��AB ' " _� NC LINE 5. "SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, FEiyc£osi t� ` ` FF:131.40 00 LP2/ 7o INV(6"):12:.25 ' ` - - _ _ _ _ N IN:12378 ` `` 20 20' BUFFER GC GENERAL CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0", SCALE 1"=40' HORZ., I `` �°� �,y�• CLAY STOPS JNOUT:1 80 3, 1 (SEE NOTE 7) COMMERCIAL 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINCES & BY-PASS I �► . 5°'� y�P` (TYP.) PROP. z r ♦ "� . ZONE ASSOCIATES. LANE © o © o `� , o SEE NOTE 1 3 0' DOOR '� ;`� `� ` 2.8 �. ♦ bt wl Ap NROOF OVERHANGM �Q,o oe`45.00 °� ♦ iMjh PR SEMENT IN FAVOR OF �, II CANOPY �` ` _ 1 �Q In SC TT LEONARD FOR ACCESS, N F N F t� 0� In . Q c3��1 5r ` 1 lie C 25 �� �o N D GE UfitITiES &GRADING `� / RONALD & PA ULE MAR TIN z 8.0 '',� �5d 2 `� _ P P. CONC. WALK . - 1 RALPH C. �c MAR Y T. 3p OINV.127.40 O 0 F - LP2 _ C.D. > >� HALL 11 1� (TYP.) qS O� o ROP. GR TRAP 18 l3 ` - B ♦ B h`' `O ` R 130. C o ' �g y9 ♦ LEGEND PROPOSED °io s+ M INV. 26.50 ` \ 11 ' 00 NOT °S F A IN .OUT 126.25 r� ♦ l , LPI `� ENTER SIGN ��� �3� - DETAIL) • 1. 24 -p '� o* \ ♦ EXISTING IRON PINT ONE WAY PROPOSED yJ 6'S • '"*O Oej ♦ / e' O ♦ ♦ O 11 00 NOT ENTER NO RIGHT • �� �4 `J� `♦ IDS 18.7' ` TURN SIGN , ■ EXISTING MONUMENT C.O. (TYP.) ?9R° 10 10 �-- -- tO c 10 yy A o ♦ 8 $ EXISTING UTILITY POLE 11 ' INV:126.50 - 16 IF ^ - - y 94,•7' (�pY STOPS �s 6 5 VC-9 R 35 ® ►s� Q ..�y° ®' " --05 - - EXISTING SANITARY MANHOLE AND PIPE ExrsT �� � fa�� 24� -j0�E-16 - - - - " - - - C v.s8 LF N `� o/ of 6 Z 38 S13'29'35" �� ♦ fls -- PROPOSED SANITARY MANHOLE AND PIPE FENCE POST ` Q P _ 0.0• (TYP,) 121.5 tF 6" PVC SDR 35 O S-2.3x 15 HDPE cn ♦� ` 11 17.96' \ ♦ ♦ HEDG EXISTING - G ° INV.123.70 ` / ® S=1 1% vv' B �5r, Ln `� ♦;EDGERow -w- - EXISTING 12" C.I. WATER MAIN °'� / 7.5' TYP.I ' EXISTING HOUSE J �� `� - -G- - EXISTING 6" STEEL GAS MAIN " PCB ' ° ` ` EXISTING CATCH BASIN AND PIPE ,,, , S13'45 47 W PROPOSED TF:1 .75 9' '' LU v a 1 1 49.22' ` PAD MOUNTED,P6, INV. 12 4.25 1 12 B6 O 3os ` `♦ - PROPOSED CATCH BASIN AND PIPE TRANSFORMER �` • 128. " 28.2 o 15" V IN: 3.90 9 LF 15 P ,3 r IN IN:12 90 ••'' w `� M ` N -330- EXISTING CONTOUR LP1 PE 1 1 V OU :123.9 LP1 S=1 % rye. ` IN OUT: 2.90 1 l:; °" �. � `"� "�� I �_ PROPOSED CONTOUR KEY MAP ♦. o- -o- SLP ��� o i ' ` ^ -}- 330.00 PROPOSED SPOT GRADE PROP. RETAINING WALL - , '-''�' �fi� SEE NOTE 6 -�--''`t''�"- � FY � c. 1x� �� 2g.5 ♦ `� � c� BOTTOM:�5.00 �' ' 6'U NG 6 `♦ ' ' X330.00 EXISTING SPOT GRADE 23 LF N 15 HD 2. N� 5" A MATCHLINE FOR FUTURE DEVELOPMENT TOP•1�13.00 124 S=1 2 '`� \ OLID `♦ � � DIRECTION OF FLOW OF N/F MORIARTY PROPERTY SEE DETAI ♦ Exrsro ' 1 `� �„ _ _,.. LF 1 R DP 3 ` TE LINE UB HANDICAP RAMP TYPE 1 FENCSPOSr 125 1?2 1 _1. MIN• p ♦ ¢ W PROPOSED 2" WATER LATERAL (SEE SHEET 8 OF 8) T P OF EMBANKMENT �� ;120, ® PR P. IIGHT TO ;� 3 N/F T/MO THE' MORIAR T RLLF STUB m S PROPOSED SANITARY LATERAL PROPOSED TW RAIL EL V. 126.00 ` PROPOSED DETENTION BASIN $ LF DI 0 OF GRI y U S=® 9.1% 19, O%O .5:� © HANDICAP RAMP TYPE 2 -'� ( ) FENCE (SEE €'(AIL) �� . ` ( N c� O A u A ^ F PROPOSED FOUNDATION DRAIN (SLOPE 0 1% MIN.) SEE SHEET 8 OF 8 " ` ` + f -OUTLET STRUCTURE gyp to 12 N I ;v VE PCB9 `7'3 Ci i'� PROPOSED SIGN N M V A 126.00 �D INSTALL 31-0222 (� ) ♦ ♦ „ "� � ® =1.0 N x �• 9'50 � � d' � RL PROPOSED ROOF LEADER ` t h INV IN (4 ):12a.00• C� ` n EX: 36" MAPLE >, - INn ( �' INV 0 T: 6.00 A, :�� #48" � G PROPOSED GAS SERVICE � ♦ EXIST. EST. /.P. D' ♦ O � � v // . „ ` � 1'l ~ ` P ..� N ST. 2 Pl o�. ♦ " �' O PROPOSED BIT. CURB (MATCH EXISTING CURB) fpV�,eOsr (C MPE �r7�� 2 INV 011T 15 ):120.00 , - SP/K 33 a \ IE1G 24"�M £x 2 MAP}�E E 22�MAPLE7 ?�` PDMH2 _ _ p ?V`6830'34" W • SX2Ts? EV SIGN T AR 88�J3�34 W EXIST `� any 79i37B` 30" MMt£ ELEC/CAN/TELE PR(.1'OSED ELECTRICAL, CABLE do ` s7�N� N CHD MON. EXIST - TELEPHONE WIRE TF:121.25 il�AtL - �' _ - - . _ �, PRGY? B INV' 117.85 �� Q "" 1�" RCp PDMH1 - _ _ - - _ _ (No ro ,� B G4S y ` . �' 868952. 98 ♦"` PIPE W/CAP 11 LF N� 0 F TF:126.00 PROP,-1K BAYSRVER _ _ _ - _ ` ` 15" RCP D g=2.86% - - ' ` INV- 119.85 TF:129.50 S . PROPOSED LIGHT POLE r EX, sMH �_-__ ® S=22.3% �b sNEn87s 28.50 (STORAGE MH EXIOTING TREE LINE T.F.=119.62 _ EXIST INV.=115.88 ` ` tAnr 4•',COIJCR£7£ WALK S G ` ) 1� SID ALK s PROPOSED LIMIT OF CLEARING sicN ELEc7RIc � (SEE DETAIL) � TF• 129.50 _EXISTING£OrA QE Pg}E6fEQ(1�� _ ` O HANDH°LD REPLA EO 121i C TO BE INV IN (N):122.60 24" RCP �5TING-'TY�I7F-GA _ - - - - --_ _ _ HI _ , _ _ - - - - - , TP 127.83 R •OVE AREA SIDEWALK INV IN (NW): 122.60 EX. CCB _E - _ _ _ 18_RCP �� 25 R 1 V IN 8 119.59 OF PROP SE TO BE ' _ _ _ _ (») INV IN E 125.60 EXIST. 77 719.31 _ ARY S£WEfi / 1 EN AN •.. --- 2rJ> REPLACED � ( )� "`•�--`_ CHD MON. (lA>�11Si>'=== _ _ _----�_ -s:� � J ---- -� ------ 9 _ 8 119.59t -- - - APPROX. LOCATION _ _ - - "- - INV - - � OUT_121.65 sNEr 184 - - - -- _ -- ---- - - - -- - - - - - -- -- -- - -- - - - - - _ EXISrIKG WHI - - _ 7 EX. SM.H. 6"0 SANITARY ` - - _� - �.� _ -t - - ROX'L07n-n - ■ PROP INV 15 Q�:115.35 T.F.=119.80 LATERAL INSTALL WylTE E ( APPROX. LOCATII - -�- - ; - - - - - - _ _ 42t� 6"0 TARY ERADICA INV.=111.79 Q't DEEP PERMANENT ' "0 DEEP LATERAL ' j� � ` - TERAL SIGHTLINE=1000+' ADICDYCMARKING ARROW Is s �1' y E ~ _ , z w -' M.128.33 EX/SANG DOUBLE YELLOW LIVE PROPOSED PAVEMENT --_ _ _5 y N /NV 18" (w).1zs`93 MARKINGS ` �� INV. 72" (IN).•123.iI3 _ I 1 INSTALL 50�� �' " 160 S1IVGLE (I ! PA T V 18" (OUTJ:123.` \ REPLACE TOP • LANE 12' ARKi7dIG ♦`� WITH CURELESS LINE I ♦ CATCH BASIN TOP PROPOSED PAVEMENT s` / / � f 30' �\ Ex. cce MARKINGS L/ L / v �% \ EXIS77NG EDGE OF PAVEMENT EXISTING WHITE LINE / Y A I / 50' ' I " _, - _ l INV 1 91 V ,� � / / � I ` _, � INV 18 (IN). 128.71 � �- - V ® N+ `\` �� Z INV 18" (OUTJ.• 128.61 EXl ANC p�♦♦ ` ` 4PPROX. LOCA7)ON 6 l� GAS MAIN G - G G -- '�� WG � ♦\ ,` ` 7 �17s` ` ` EXIST SNET ----_ _____ ---� -" � � (p} G , \ SIGN No. 188 `i' HYDRANT SNET--- 1 �` '-G' G- - \ -W- W W- -- __LL - - No. 187 �- _-� APPROX. LOCA770N 12 0 WA7ER MAIN W w - `- W w - w - w - w - - w -ti PROPOSED ♦♦♦ "'G ---- O'yT�l�e\ ` ` `` �\ PAVEMENT �♦ 50�• ``'a"%�cp� ■ Exrsr. MARKINGS ♦♦ , - \� OWNER APPLICANT: OWNER: CND MON, \ ■ ` , ; �� SCOTT LEONARD TIMOTHY M. MORIARTY 1 EX. DBL CB CHD MON. COMMON DRl' I/EfyA Y � EXIST ~� `� ` \\ NV 125.87 110 LAVENDER LANE 90 SKYLINE DRIVE SER I/ICING N/F TIMOTHY _ ROCKY HILL, CT 06067 SOUTH WINDSOR, CT 06074 TEL.: 860-721-9214 TEL.: 860-644-3913 MORIARTY & N/F SCO TT (1000-1006 SULLIVAN AVENUE) (1014 SULLIVAN AVENUE) LEONARD �''?'=�cP F►�s„ N 6 02-3-05 PER TOWN COMMENTS/MNAL PLANS JAS z 11 X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN O Tel. 860 291 8755 PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET D 5 01-10-05 PER D.O.T.COMMENTS JAS Fax 860 291 • 8757 �'Oo POo Cc�G aPG�DC� PL6%M m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.NcGRAPHIC SCALE �' D D D BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 01-04-05 REVISE SANITARY LATERAL JAS AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 C L 40 esign SC®TT LEONARD ■ • 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-20-04 PER TOWN COMMENTS/PZC APPROVAL MHA rofess�oals �1� ■�■ BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. /� jj�T( �( }jRy �y �jyj(� 5 CONSTRUCTION. 2 12-08-04 PER TOWN COMMENTS/REVISE SANITARY SEWER JAS t IN FEET � � DESIGN-' JAS/GBS DRAWN.• JAS CHECKED-- RPM/GBS n000 � 100 6 S ltii JSiJ U �Y Aar A �Y I NUI civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-10-04 PER TOWN COMMENTS JAS 12882 1 inch = 20 ft. landscape g gp IMPRESSION SEAL AND ORIGINAL SIGNATURE pe architects is s JOB NO.: 1585 DATE.• 9-29-04 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/1585/1585_5 SOUTH V+�111�1t SO 9 COI�NIEC1LRIC 11 NOTES: HORIZONTAL DATUM BASED ON NAD '27. DEEP TEST PITS CONDUCTED 8-26-96 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. Li 3. PARCEL IS ZONED GENERAL COMMERCIAL "GC" PER THE TOWN OF 0- SOUTH WINDSOR ZONING MAP. .1 N/F TP No 4. PROPERTY IS LOCATED IN ZONE X - AREAS DETERMINED TO BE - TOPSOIL OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE THE NE0 IGHBORHOOD „ 4 - 36" LIGHT BROWN FINE TP No•2 COMMUNITYMAP PANEL NUMBER 090036 0001D MAP REVISED: PUD SILTY LOAM FEBRUARY 23, R001. 36" - 11' TAN FINE 0 - 6" TOPSOIL 5. THERE ARE NO REGULATED INLAND WETLANDS ON THE PROPERTY MEDIUM SAND 6" - 36" LIGHT BROWN FINE PER JOHN IANNI OF HIGHLAND SOILS, LLC. _______ _ ________________ 11' - 13.5' COMPACT DARK BROWN SILTY LOAM + � AI(�I- �� � AITI-f, � � � - - - _ - ^ _ - - .___ _ _ _ _ _ _ _ " - _ 36" - 15' REDDISH BROWN MEDIUM COARSE U. VI\r\ IVVG hR/-\IV ItU Div JULY 5, 1990 AND SEPT. 6, 1990 TO � 1 _ - - - FINE SILT MIXED W/SAND / - - - - - - - - - - - - - - - - - ' _ PROPOSED LIMIT _ - SAND & GRAVEL SECTIONS 4.5.4.1 & 5.2 BY THE ZONING BOARD OF APPEALS TO EX. S.M.h! _ - - _ - - " _ _ _ _ _ _ _ _ _ _ PROPOSED LIMIT „ - - + - - - ` " OF CLEARING 13.5 - 15 TAN FINE ALLOW (1) A REDUCTION IN THE REQUIRED MINIMUM FRONT YARD FROM £xrs1 TF=I33.61 _ _ _ _ _ _ _ _ - - I OF CLEARING - - - - - - - - - - - - - - " - A y MEDIUM SAND NO LEDGE 50 FEET TO 40 FEET AND (2) A REDUCTION OF THE BUFFER AREA - - + ---== y _ �_ NO LEDGE NO MOTTLING BETWEEN THE GC ZONE AND THE A-20 ZONE FROM 50 FEET TO 20 FEET. �- , -��- - -" 7. VARIANCE APPROVED WITH CONDITIONS BY THE ZONING BOARD OF APPEALS �, \ GC GENERAL + COM M ER CI AL ZONE ,' " / _ _ - - `/ / _ - 1 /' NO MOTTLING NO WATER ON SEPT. 2, 2004 FOR (1) A 30 VARIANCE TO SECTION 10.4.1 TO ALLOW ,� EXISTING 10' I EXISTING , -� - - _ _ ( NO WATER A 2t! Rl IFFFF2 vl l\I ?�i� t\I(1R TI-I�ACT�DI v r-no"'f' /�f TI If 1 / T /G!\� P1 \ -CAN /CThR\A To�C 11AIc tl� 1 Il- Ivvl\ II ILA--1J ILI\L I ',URINLR OF IF1L LU I t, )U MLQUIKtU+) EASEMENT -{ , / - 1 TP No.3 TP No.4 AND (2) A 5' VARIANCE TO SECTION 13.4u TO ALLOW A PARKING LOT WITH '��J 136 + I� / 73s ; EXIST. I / LP - T - NO PERIMETER SCREENING ON THE COMMON BOUNDARY LINE 5' RE UIRED ..... .." ..................... •-•---•----•-•••-••••-•--- 0'eu 13s 0� 4 TIER 0 4' TOPSOIL/FOREST TER I , TOPSOIL, FOREST LITTER -("OPS REST LIT AT 1000, 1006, & 1014 SULLIVAN AVENUE, GC ZONE. `ti �� �'�'"" ' ' 134 s ,L,U� ' t ' ! 4 - 36 LIGHT BROWN FINE 4 - 36 LIGHT BROWN FINE ' SILTY LOAM SILTY LOAM 8. PROPOSED ROOF LEADERS TO CONNECT UNDERGROUND TO PROPOSED CATCH LP1 132 li LP1 1 ' , 1 + !,� ' > BASINS WITH 6" PERFORATED PIPE (SEE SHEET 8 OF 8 FOR PERFORATED PIPE', `"�a� - - \ LP1 \I/ ` ' �I/ N68'2 ' I :� + 36' - 9' REDDISH BROWN MEDIUM/COARSE 36" - 11' REDDISH BROWN MEDIUM/COARSE ' + - - ` t O- LP1 43.04' + SAND & GRAVEL SAND & GRAVEL m NO LEDGE TRENCH DETAIL). \ TEMP. 1 SOIL `� ' 15'R R R I N �� NO LEDGE NO MOTTLING 9. TRAP HOODS SHALL BE INSTALLED IN ALL PROPOSED CATCH BASINS. \ ' �� 1� y7.8' 42 43 � � , I NO MOTTLING STOCKPIL 31 �' 37 19' 131 PROF?. CONC. 10. 5 LF OF 6" TIGHT HDPE (STORM) PIPE SHALL BE INSTALLED WHERE THE �� cam' 22.0 36 _ _ TYP. TYP._ _ _ _ �49 50 - 55 I BOLLARD ' NO WATER NO WATER SANITARY SEWER LATERAL CROSSES THE STORM PIPING. CLAY DRAINAGE \ `� �;� - _ P OSED ,� �A o I PROPO FD , _ 68 2813 DUMPSTEft , TP No.5 TP No.6 STOPS (SEE DETAIL ON SHEET 8 OF 8) SHALL BE INSTALLED AT BOTH ENDS ` - - - BY ASS - - AREA ON r o \ 0 - 4 TOPSOIL FOREST LITTER OF THE TIGHT PIPE. - PROPOSED DUMPS / `72.00' CONCRETE PAD „ ER \ �� �� _ � LANE SIGN } \ � � � ` - � - - - `. • PROP. ,1 �0678 AREA ON CONC a PROPOSED PA^v '^�^ ^" " ` A / //- r n i \ TT A A- n A n A-1 n PROPOSED SOLID ` W 3 cnl to uwtr �T? i T096 / (SEE DETAIL) Q - 4 TOPSOIL „ , REFERENCE MAPS: ' - 1� � � PCB2 �' JNEV turn IG \ - - - ; 4 - 24' LIGH I BKOWN FINE � CONC. / � /V /- JC.CJ / / L� U/V/�i/� WHITE LINE �� °• W � \ �� I ` 12• NO �- 4" - 32" LIGHT BROWN FINE \ BOLLA� 1000 } ' -� PROP. EASEMENT IN AVOR�QF F00 a� SILTY LOAM SILTY LOAM PCB1 00 INV IN..70 \\_ _ PC63 _` _OR_IA_R_TY_F_0_R_A_CC_E_S ARKIIVG,` 24 REFUS ? ," ' 32" - 40" GRAY BROWN FINE 24" - 15' REDDISH BROWN MEDIUM/COARSE M J SAND &GRAVEL \, 1z�6 TF:129.2 3o I INV IN. \ TF:131.60 GR),OING, UTILITIES, AND UMPSTER . cv 1. "BOUNDARY SURVEY PREPARED FOR FRANK MANNARINO &SONS, INC., i IN 1 " .125.75 R INV 0 T:125. 0 INV IN:124.40 =-R \ 1014 Z SILT/SAND THE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, ` ' �� 2 5'R ` PROPOSED ( 55 LF - 5" HDPE \ ` ` NO LEDGE ` \o/ DRIVE p 5=1. 6 c� � 7 LF � 1 °>" HDPEV �T��0 � � - _ _ 12'� RdP. ' � - J 40" - 13' REDDISH BROWN MEDIUM/COARSE NO MOTTLING SOUTH WINDSOR, CONN." SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. �__Cporrc• SAND &GRAVEL PREPARED BY ALFORD ASSOCIATES, INC. �� �`�` LP1 I ` ` . LANE IGN (I; 126.5 _ ` ' PROPOSED�PROPERTY L eaL ARD NO WATER N., i - 26 LF� C.O. PROP. 4' RL RL / _ S=1• o �10' s/DE YARD / NO LEDGE 3t CONC. WALK NO MOTTLING 2. "PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. \ �` 0,5% 1 I, (TYP.) - SOUTH WINDSOR, CONIC" SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, PR P. � � ®s` IN :128.90�/ 4 00 .' " - `� � , NO WATER PREPARED BY FUSS & O'NEILL INC. \ ` �I \ 3.5' G TE b C.O. 28:5-0�` 5� LPPROP. PROJ�. ,' 1 A 20 ,\ I 3.0' DO R �v P. ( 7 LF-6" PERF. - v� \I Y dPR ' 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP. TOWN OF \ `- �� O 3.0' DOOR 3.0' DOOR , ` 19001, SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE 'HART -FORD - . HDPE PIPE ® � ` , ; 3 PAD 1006 SULLIVAN AVENUE - _ _ _ - -'3� " b�v j ' AND TO/ % L 5.50 S=0.5% (MIN.) I F SCO ONARD TO F SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. 194." PROP. 7,75' �yo , - - ., 1 o i ,•- -- ' SCALE 1"=40', DATED AUG. 31, 1933. No. 132-02. t' _ - - _ _ TIMOTHY ORIARTY 2 299t SF r D NC. PAD u� 4.99' o RETAIL 1, 60 SF� & _ - c� PO`I° /sT' R Z DESIGNED \ \ ` - - O Exist. 51 LF o - - - - - �, �. o L . 0.052t , ' o CONC. WELL' a RESTAUR NT/FAST O o \ 4. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF - 12" HDPE C.O.cop ( o co o ,e` 8. 4' 's , Exist. RESIDENCE 11 - 1 ,. - 4 S=1.47% (,TYP.) � 0 � � 0 FOOD 1 260 SF a \ ' N 65 � yy LR SOUTH WINDSOR, EASTUT7,WINDSOR HILL - WAPPING ROAD FROM THE WAPPING 1000 SULLIVAN AVENUE INV.127.35 (0 w E ZONE CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194." - PV01, FF:1 1.40 �n IQ G \ `\ ARE 3.66' (DEE 125't C 11 LF-6" PERF. j C� �` �! � � � � SCALE 1"=40', DATED AUG. 31, 1933. No. 132-03. �1 \ - PROPOSED BANK HDPE PIPE ® TF:130:00 0 oI \ j �' - 2955 SF c_n,5% (MINI . �i Y INV(12"):126.i5 I 1 I : �� A ��A` $LAS n� _ -- - • +_ II • - - LP () -- - - - - - - °° �� \ 20'�2D' SUFFER U L N E R A L5. Lr "SANITARY EWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, r-F:131.40 O ,1, INV 6" :127.25 - _ cv V IN:123 8 \ ) COMMERCIAL CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0 SCALE 1"=40' HORZ., i I 0°' NCO 1• CLAY STOPS INS( OUT:1213180 I { � � ` � (SEE NOTE 7 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & ,1' BY-PASS �o �. P� (TYP.) - PROP. z ,, ` ASSOCIATES. �� LANE o `\ ®�," SEE NOTE 10 - Q I Y I ZONE ® __ 2.83 ® 0 3.0' DOOR = { Q`Q� LP2 00� �� p \ °No \ \ I 'b i \ ROOF OVERHANG 3.00' - �� oQ Q�I/ ��'• �� ` I- ` s\ CANOPY �. 00 'A' Q o �oQ' \ 11127.40 45.00 � o \ � N �1� PR SEMENT IN FAVOR OF c N/F '` �� N Q�� - o , ` I v 12s.00 C 25 �I\ ti In SC TT LEaNARD FOR ACCESS, N// LEGEND RONAL D & PA ULE 11 I / 8 O F 6 0 �o, �,�°�� 10/" _\a I \ \ M �f D GE, UTIi ;TIES, &GRADING I RA L PH C. �c MA R Y T. MA R TlN - _ Q EXISTING IRON PIN INV:127.40 p0 ro�O � � F • ® L 2 - P OP. 5 CONC. WALK LP2 � ` 4 ` � � HA L L C.O. 2 ' i 11 130 (TYP.) os� Opp ROP. GRE TRAP 18 ` - B I\ \ B �\ _.`��� ` _ .. I ■ EXISTING MONUMENT - --- - -- - PROPOS DO NOT 7© `\SyF o INV. I 126.6 C Q q I ' ' 114 1 t LP1 ` ` \ \ �U Q' \ $ EXISTING UTILITY POLE IN OUT:126.25 Cam\ C` \ JG O°I' ` ` � ll ENTER SIGN (�,y 'p,� 3 EE DETAIL) � � � � 24 O / ' ONE WAY s \ \ / -- - EXISTING SANITARY MANHOLE AND PIPE >f 00 NOT ENTER PROPOSED s! • O OS �C� \ d ® I 18.7' ` q \ S --0-- PROPOSED SANITARY MANHOLE AND PIPE NO RIGHT �"� OO 1" ^\ l `� \ S 11 ' TURN SIGN�� �'\v INV:128.50 O �• I+ O' A -W- - EXISTING 12" C.I. WATER MAIN (v {4 Sp 16 LF \ N PR OS�D s� Z°L 5� �ti G6 " LAY STOPS 6" PVC R 35 -G- - EXISTING 6 STEEL GAS MAIN ll \ �vF- \94 STYP� _ - S ®s=1 .9% c STYP.) 38 \\ `\ v -� EXISTING CATCH BASIN AND PIPE P \ i 24' \ - SSE NOTE 10 - - - - - - - - - - - - - - - - - V:122.69 _ 108 LF �� �: \ 76' 2' S13'29'35' 4CA C.O. (TYP.) 121.5 LF - 6" PVC SDR 35 0 S=2.3% 15" HDPE-� CU - �: �� ` 1 7 8, 17.96 \\ �\ EXISTING INV:123.70 / \ / $=1.1 % �(� I Q. „� I B `�'t69 W \ \HEDGEROW �® PROPOSED CATCH BASIN AND PIPE • - �v" \ 1.5' TYP.) / V + EXISTING HOUSE EXISTING CONTOUR opn�ncrn '■ "i I I I I I PCB Q�� r Si3'45`47"W \\ �� 3D PROPOSED CONTOUR 0-1 PAD MOUNTED 1N 17 INV:1 4.25 i 12 B6 / U a �\ I -}- 330,00 PROPOSED SPOT GRADE TRANSFORMER l` :128. T 28.2 o Z LO \ \ IN IN:12 90 w KEY MAP ` ' 2 15" V IN: 3.90 9 LF 15" DPE o ,� M \ \ SILT FENCE ` �� M o D_ Lc � a --, __ 0' F, Y. s X330.00 EXISTING SPOT GRADE A MATCHLINE FOR FUTURE DEVELOPMENT (TYPICAL) \ ` -oLP1 PE -1 1 V OU :123.9 LP1 S=1 % IN OUT: 2.90 0 LP I 11 ` \ \ CAS DIRECTION OF FLOW �, / !E A O- SEE NOTE 6 40, F. Y. 130 O X/ T. OF N/F MORIARTY PROPERTY PROP. RETAINING WALL �`1\ �"-�`r'�-- c.7WE 26.5' \\ ` W PROPOSED 2" WATER LATERAL BOTTOM:125.00 6 �B HANDICAP RAMP TYPE 1 TOP:128.00 �1 -\ - 23 LF 15' HID 2 F 5" \ - I - • '-S PROPOSED SANITARY LATERAL (SEE SHEET 8 OF 8) (SEE DETAIL) �� - \ \ t24 _ 1 R P S=1 2 OLID \\ I F PROPOSED FOUNDATION DRAIN (SLOPE ® 1% MIN.) D a _ E LINE �C HANDICAP RAMP TYPE 2 \ i` 126122 18 5 CE % MIN. \ (SEE SHEET 8 OF 8) 1 T P OF EMBANKMENT V.120.0 �1• ° ro PR P. RIGH r v> \ ' - N/F TIMO TH �' MORIA R T RL PROPOSED ROOF LEADER D INSTALL 31-0222 EL V: 126.00 , ,Q 120" \ G PROPOSED GAS SERVICE 0 (� f PROPOSED TWO RAIL ` _ rn-> 2. LF QLLF STUB \ PROPOSED DETENTION BASIN �I 0 OF ►vIOR1 �� Q, S=O 9.1% \ FENCE (SEE DETAIL) ` '`� 12s �' / \ \ ` ' �0.UTLET STRUCTURE 12o COAo• �` 18 12 ' T NI •C°'� (.5 PCB9 \ \ 2 - y U' ELEC/CAN/TELE PROPOSED ELECTRICAL, CABLE & �E PROPOSED BIT. CURB (MATCH EXISTING CURB) �� 122 - I- _ 0 � x INV IN:. 2 � I TELEPHONE WIRE ■ 124 n h INV IN (4'):12�.00 PROPOSED SIGN N CV (MIN. w I w INV `IN:126.00 \ \ ( APED vG Ex J6 MAPLE ` \ v /� " • 12 P N `o sr LP1 0 `\ INV O�JT:126.00 \� 3'i PROPOSED LIGHT POLE INV OUT (15"):120.00 , OP o° AD P s_1K I \ I _ \ \ i PDMH2 _ cn EXIST. I.P. ' - 1 Exs SIGN t91 CA oP T L Exist. - ` - --- - EXISTING TREE LINE TF:121.25 - � - ` - - _ _ �n _ " _ U - ` � _ � S-2.76' D MGjN. , CHD MON. � EXIST. INV:117.85 1�z , - - PDMH1 - ` - - _ _ " - - - _ _ _ _ (NO TOP ��. ` N 868952.28 �� PIPE W/CAP PROPOSED LIMIT OF CLEARING 11 LF _ ^(� r !• :�f i(1• as M t 0 r WRW.0I�1■' � >• I■ r f 132- _ E 1051554.98 R� .� 15" RCP \ z /-- D salvos ° - - INV:119.85 _ TF:129.50 SEP - - - - < 'moo PROPOSED SILT FENCE © S=22.3% SIL7-F�N 28,50 (STORAGE MH f \ \ . --i1s.s2 sNErr87s < \ EX/5T. S /NV=115.88 ` EXlS/" 4' CONCRETE WALK TYPICAL R S r S/GN _ _ _ _ _ _ _ _ _ _ _ _ ELECTRIC (SEE DETAIL) r i siD ALK TF:129.50 PC E >■ ■ P MHt 128 K: 0 BE INV IN (N):122.60 -•�--24"RCP / NG-{S'!71 -0NE-- --- -- _ _ ---___ _ EX. CCa _ - - ` ` _ - - _ _ _ _ _ _ ` - - - - ILT FE x 25'R 127.83 �:ff ' <'r R OVE AREA SI K __jpl,V IN (NW}:122.60 SILT FENCE 7F 119.31 E - - - _ _ _ _ 18;RCP �� _ YPI W IyV IN(8" "1 9.55� . ��' PROP E �E ' IN IN (E);125.60 TYPICAL EXIST. ----:* ---_- �ARYSi15, `- --(I___ i E_>d kNC P - - �N 1<LSst , 25 ) APPROX. LOCATION - - - - _ _ _ _ - _ _ - - � _ - � _ INV OUT:121.65 SNET 184 CHD MON. - - - - - - - EX/S71/y� - - 1 EX. S M.H. - - - _ _ _ _- _ ROX. LOCH Il t� - - - - - - - - - - - - 6" 0 SANITARY INSTALL - - PROP INV 15 IN :115.35 T.F.=119.80 LATERAL LL WHITE E I APPROX. LOCATION - " - - _ ` - - _ 42± 6"0 TARY SiGHTIINE=1000+' ERADICATE MARKING PERMANENT 4 - _ =1= _ _ - _ = TERAL f DEEP MARKING I 7''t DEEP SANITARY LATERAL ' \ ANTI -TRACKING PAD _ DYCL ARRQW � ry » \ s �1 7F128.33 - --_ 6 2 STONE ON FILTER EXIST/NG DOUBLE YELLOW LINE PROPOSED PAVEMENT 1J �"� MARKINGS � Cl) � lNu. 18" (/N): 123\93 ; � - .. ` � \ 1 INSTALL SO ! INV 12" (/N): 123.�3 - \ FAB R I C _ I' 'Pa ERADICArL1lNV 18" (Ours 1235� �-�-�- -✓ JLANE WHITE1 1, 1 --- r-ME 7- MARK \\ 1� REPLACE TOP 1 (�U' { Il� \\ WITH CURELESS _ I PROPOSED PAVEMENT E LINE I I \� CATCH BASIN TOP - I MARKINGS � L � 30' - - - _ EXIST/NG K4l/7E LINE N \\ - EX. CCB q q 50' ' _ 77:132.91 INV. 18 (IN). 128.71 ` EXISTING EDGE OF PAVEMENT ® \ - _ INV o' (OUT).• 128.61 G �- 00A AOY 6!a GAS MAIN - WGTING �� - EXIST. SNET EXIST/NG 1 - �� - -` SIGN No. 788 HYDRANT SNET - - W W - W W - W W No. 187 - -�- -~� I G G -� \\\ --/ \ APPROX. LOCATION 12"0 WATER MAIN W W W W W ----�` =` PROPOSED \ G-1_ N ~- PAVEMLNT \�\ ■ ExrsT� MARKINGS CHD MON. "•-•-- _ EXIST. OWNER APPLICANT: OWNER: COMMON ORl I/ _WAY ��' \\" Ex. Dec ca CHD MON. - TIMOTHY M. MORIARTY EX. D L SCOTT LEONARD 90 SKYLINE DRIVE SE-1? VICING N/F TWO TH Y ` INV.•125.87 110 LAVENDER LANE SOUTH WINDSOR, CT 06074 ` ROCKY HILL, CT 06067 TEL.: 860-644-3913 MORIARTY & N/F >COTT _ - TEL.. 860-721-9214 (1014 SULLIVAN AVENUE) LEONARD EX. OBL C8 (1000-1006 SULLIVAN AVENUE) <x Z " II m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 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 SIGNATURE165 OF THE rROFESSIONAL ENGINEER/SURVEYOR. REVISIONS c THIS PLAN I S F 0 R SEDIMENTATION AND c EROSION CONTROL ONLY AND I .J NOT TO ' B E USED FOR UTILITIES CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 40 Tel. 860.291 • 8755 FOX 860 • 291 • 8757 �Si n r f O essionals, Inc. . . civil engineers • planners . surveyors dscape architects gis • gps SouIan South Satellite Road, South Windsor, Connecticut 06074 O ��L�JV U 4'11 U 11OUV L5Ul1Oc�uVUV �� ( n(�j� 0 �u°"uuv PREPARED FOR: S'UTT LE�NARD WOO & n®®6 SULL11 V A AVIC NU SOUTH ��SO� CONNECTICUT_ SHEET 5 2-3-05 PER TOWN COMMENTS/FINAL PLAN JAS 6 4 1-10-05 PER DOT COMMENTS JAS 3 1-4-05 REVISE SANITARY LATERAL JAS (� FEET ) 1 inch = 20 ft. 2 12-20-04 PER TOWN COMMENTS/PZC APPROVAL MHA DESIGN. 1AS/GBS DRAWN.• JAS CHECKED: RPM/GBS 1 11-10-04 PER TOWN COMMENTS JAS JOB NO.: 1585 DATE.• 9-29-048 NO. DATE DESCRIPTION BY DRAWING NO.: server/ipbs/1585/1585-6 24' ANGLE POSTS I. SET POSTS AND 2. STAPLE THE SILT t PSLOPE EXCAVATE A 6"x6" TRENCH FENgNG TO THE STABILITY POST UPSLOPE FROM POSTS. SILTEND OF THE POST c��_FENCING ANING. 6" CT D.O.T. 2" STONE TO BE PLACED-n�lll=11�- �W�h11�111= OVER FILTER FABRIC MATERIAL NOTE: SEE GRADING AND UTILITY SHEET FOR PAVEMENT WIDTHS 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TPENCH THE EXCAVATED SOIL THRU-STREET ANTI -TRACKING APRON N.T.S. FRAME & GRATE TO BE: Le BARON FOUNDRY MODEL LAM264 OR APPROVED EQUAL JJ24-1 /4" 29-3/4" YARD DRAIN w w Of SECTION A -A 2'-0'D JFLOW A4'-0" 1 BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER 4" Mini N�//, �1.22"` 12' 1/2 O.D. PIP 1/2 O.D. LAWN/ STREETS/ PAVED AREAS STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED AND Q COMPACTED IN ONE FOOT (MAX.) LIFTS Q; 0 . .0 WARNING TAPE PER CONN. GENERAL 0 ' STATUTE 16-345, AS AMENDED, O: PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE O• BANK RUN GRAVEL. FILL PLACED AND COMPACTED d 0' �. O. SAND BLANKET IN 6" LAYERS. NO .0 . STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. PIPE, AS SPECIFIED M.02.05 3/4" BROKEN TRAPROCK 4-- . . 4 4 4 3/4" CRUSHED STONE BEDDING 4 4 MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. 4 Q a THE MATERIAL SHALL MEET D.O.T. Q 4 �I Q d 4 M.01.01.21 FOR 3/4" STONE. 4 4 4 a Q BACKFILL TO CENTERLINE OF PIPE / WHEN USING POLYETHYLENE OR A.B.S PIPE. 4ING TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE FLOW -YARD DRAIN FRAME AND GRATE (SEE DETAIL) ADJUST TO GRADE WITH --------ADJUST -� MAX. OF TWO COURSES OF CONC. BRICK CONCRETE SLAB TOP REINFORCED CONCRETE MANHOLE SECTION WITH "0 RING" JOINTS FLOW REINFORCED CONCRETE MANHOLE BASE FRAME & GRATE �' NOT TO SCALE 6 3/4 CRUSHED STONE FOUNDATION SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE A I c :r 1 in L 4'-4" --" PLAN VIEW APPLICATION OF GRADE 1'-7 3/8= PVMT_ CROSS -SLOPE W w W m T-- U�ix ip w in N(noF !- w z W � � W z �r wo - 8"1-- 3'-0" 4'-4" NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PROVIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP-PROOFlNG ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3 NO PROJETION SHALL EXTEND INSIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12". 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS. 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. ALL CATCH BASINS SHALL HAVE 4' SUMPS TO MAXIMIZE SEDIMENT RETENTION. 11. TRAP HOODS SHALL BE INSTALLED ON ALL CATCH BASINS RECEIVING RUNOFF FROM ASPHALT. -1'-1 5/8"- BRICK LEVELERS I -- 4'-8 3/4" CLASS 'C' CONC. `t OR PRECAST CONC. BLOCK CLASS 'C' CON(. 4'-0' s'-a• SECTION A -A TYPE 'C' CATCH BASIN N.T.S. (SEE STANDARD DETAIL FOR CONNECTION) BRICK DAM FACE ❑F_/// MANHOLE WALL M.31mLs 6' MIN, ., • ' ; '• A. . REVERSE 'Y' 30 ❑R 45 DEGREES COMPACTED EARTH (SUITABLE MATERIAL) =LBOW LASS 'A' �ONCRETE MANHOLE OUTSIDE DROP INLET ELEVATION SECTION NOT TO SCALE NOTE: PRECAST OUTSIDE DROPS MAY BE ACCEPTABLE UPON APPROVAL OF TOWN ENGINEER CAST IRON HANDLE A B PIPE SIZE WT. LBS. SETTING METHOD 16 12 TO 6" 70 lb 2 HOOKS 18" 12" 8" 75 lb 2 HOOKS 20" 12" 10" 85 lb 2 HOOKS 22" 16" 12" 100 lb 2 HOOKS 25" 17" 15" 135 lb 2 HOOKS 28" 20" 18" 155 lb 2 HOOKS CATCH BASIN TRAP. not to scale 12" •.4 O.D. -4- 12„ PIPE ; in. �w 12" --i COMPACT TO 95% COMPACTION EXERCISE CARE TO AVOID DAMAGE TO PIPE 12" 1/2 O.D. �E 1/2 O.D. PIP66" Min. COMPACT HAUNCHING TO 95% COMPACTION TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE 12"O.C. PAVEMENT 0° 0 0 ° 0 8" THICK CONC. DUMPSTER PAD-'� (SEE PLANS FOR DIMENSIONS) lY DUMPSTER ENCLOSURE DETAIL KTAL 8" THICK 4000 CONCRETE SLAB SEE PLAN FOR DIMENSIONS 0 0 00 0 0 f °. `� O° O O COMPACTED SUBGRADE 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS p REQUIRED BY TOWN, TYPE 'K2' BIT, CURD MUATING 04.011d4. FORM 814ITO BE AD PER BITUMINOUS CONCRETE LIP CURB SECTION N.T.S. CON!�'rRUCTION SEQUENCE&DIES 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. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 4. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 5. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGi',OUND. 6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 7. 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. 8. THE CONTRACTOR SHALL APPLY TEMPORARY DUST C,"ATROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, MECI;ANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD-UP. 9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 10. EXISTING UTILI1 _S 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 1-800-922-445:3. 11. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 12. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 13. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 14. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL 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, CLEA" FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERLALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE; LIMBS, BRUSH, SHRUBS, TREES, PARTS TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND SULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 15. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL 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 DETAIL'S. 16. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 17. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRe`.CTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION Oi SUCTION LINES AS NEEDED. 18. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 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. ESTIMATED START DATE FOR CONSTRUCTION - FALL 2004 ESTIMATED COMPLE LION DATE FOR THE PROJECT - FALL 2005 SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION, 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 4. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 6. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. MAINTENANCE AND OPERATION THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER TREATMENT SYSTEM. THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE:, AND ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM. PIPE OUTLET LOCATIONS: THE PIPE OUTLETS AND ASSOCIATED RIPRAP SHALL BE INSPECTED ANNUALLY AND CLEANED OF SILT AND/OR DEBRIS. THE RIPRAP SHALL BE RE -SHAPED AND REPLENISHED AS REQUIRED. CATCH ^ ^ "S: THE CATCH BASINS SHALL BE INSPECTED ANNUALLY. THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES ONE FOOT. PAVEMENT SWEEPING: THE PAVEMENT AREAS SHALL BE SWEPT AT A MINIMUM OF TWICE PER YEAR ONCE IN THE SPRING ^HORTLY AFTER THE END OF THE SNOW SEASON, AND ONCE IN THE FALL AFTER THE LE',','ES HAVE FALLEN. BAYSAVER SEPARATION SYSTEM: THE BAYSAVER SHOULD BE INSPECTED QUARTERLY FOR THE FIRST YEAR OF OPERATION AFTER STABILIZATION OF THE SITE TO DETERMINE THE REQUIRED MAINTENANCE SCHEDULE. THE BAYSAVER SHALL BE CLEANED WHEN THE SEDIMENT IN EITHER MANHOLE REACHES A DEPTH OF 2'. THE MAINTENANCE SHALL BE DONE IN ACCORDANCE WITH THE BAYSAVER RECOMMENDATIONS AS CON", • NE'D IN THE Ut.TAIL SHEET. DETENTION BASIN: THE DETENTION BASIN SHALL BE INSPECTED TWICE YEARLY. ALL LARGE WOODY GROWTH THAT MAY AFFECT THE FLOW OF WATER OR THE STABILITY OF THE BASIN SHALL BE REMOVED. THE RIPRAP SHALL BE REARRANGED AND ADDED TO AS REQUIRED TO MAINTAIN THE D: SIGN AS PER THE DESIGN PLANS. ANY EROSION OR OTHER PROBLEMS THAT MAY AFFECT THE PROPER OPERATION OF THE BASIN SHALL BE REPAIRED PROMPTLY. OWNER/APPLICANT: SCOo.•y LEONARD 110 LAVENDER LANE ROCKY HILL, CT 06067 TEL.: 860-721-9214 (1000•-1006 SULLIVAN AVENUE) OWNER: TIMOTHY M. MORIARTY 90 SKYLINE DRIVE SOUTH WINDSOR, CT 06074 TEL.: 860-644-3913 (1014 SULLIVAN AVENUE) 6 zox z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS i Tel. 860 291 8755 Fax 860.291 • 8757 es' n rofesskonals, InC.. i civil engineers . planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 A 0E70�� 3�IEET PREPARED FOR: sc0�� .�.�oNARD �a�®� °� ®�(� ���, A��%'�� AVENUE SOUTH��`©� qi®�\�i1��1.ilV 11 SHEET 8 3 2-3-05 PER TOWN COMMENTS/FINAL PLANS JAS 2 12-20-04 PER TOWN COMMENTS/PZC APPROVAL MHA DESIGN.' JAS/GB DRAW. ✓AS CHECKED: RPM/GBS 1 11-10-04 PER TOWN COMMENTS JAS JOB NO.• 1585 DATE' 9-29-04 NO. DATE DESCRIPTION BY DRAWING NO.: server bb!F i585 1585_7&8.DWG SLOPE UNE:= I" MIN. WALL (SEE NOTE 2) z a � SECTION X-X t -�R, 'ECTION Y-Y DETAIL 'A' nta DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. d /77k END VIEW �- POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA A B C D E F Rt R2 14 AR LONa1U0 A�1S is SO.IN.PO2 F00T svcx s1EEL SD.PI.PFR FOOT 18" 9 2'-3' V-10' 6--1' V-0' 2'-5` 1'-31{2' 1'-0' 0.060 0.060 21' 9' V-11" V-2' 6'-t' 3'-6' 2'-7 1/2* 1'-4 1'-1' 0.066 0.066 24' 9 1/2' V-7 1/2' 2'-6' 6'-1 1/2, 4'-0: 2'-5 3/ta t'-4 73/1a• 1'-2' 0.72 0.072 30' 1'-0' 4'-6' 1'-7 3/4- W-1 3/4 5'-0' 3'-1- V-6 1/2- 1'-3. 0.084 0.084 36' 1'-3" 5'-3' 2•-1D 3/4. 8'-1 3/4 6'-0' .-11 11/16 2'-5/ 6* V-8' 0.096 0.096 42' 1'-9' 5'-3' 2'-11' 8'-2' 6'-6- 4'-5 7/8 2'-3 1/2- V-10- 0.108 0.108 48. 2'-0' 6'-0' 2'-2' 8'-2' 7'-0- 4'-61/2-2'-41/2' 1'-10' 0.120 0.120 W 2-3- 5-II 2'-11' 8'-4 7' _6' 5'-51/2'2'-9 1 8' 2'-0' 0.132 0.132 2'4' 5'-0" 3'-3' 8' 3" 8'-O' 6'-1/2" 3'-11 16' 2'-0- 0.144 0.144 2' 12` 4' 2'-0: 4'-3/8- ''-3/8` 2'-0' t'-7 i5 16 10 1/4: 9' 0.048 0.048 15" 6" 2'-3" 3'-10' 6'--1' 2'-6' 2'-5Y6' 101/2' 11- 0.054 0.054 FLARED END nts 0'-8 5/16' 4'-6 3/8'— 0'-8 13/16. I I-- 3'-1 3/4' — 1/2" SMOOTH STEEL BARS 4°X8' OPENINGS SPOT WELD @ EACH JOINT FRONT TOP OWN ERJAPPLICANT: SCOTT LEONARD 110 LAVENDER LANE ROCKY HILL, CT 06067 TEL.: 860-721-9214 (1000-1006 SULLIVAN AVENUE) p j 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. Type "C-L" top and grate 0'-8 13/16' - lr �5. o'-a• —L ----- STANDARD PRECAST CONCRETE UNIT V-6' a 3'-6' 10 13/16' FLARED END 'SEE DETAIL ORIFICE ORIFICE SECTION X-X 18" INTERMEDIATE RIP RAP 1 2 I-- FILTER FABRIC (MIRAFI 140N O.A.E.) 6" GRAVEL PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' 4-1/2' 1-1/2' 2' -3' 1 4' 6 18" 12' 8' 2' 1' 1' 5' 8 21" 13, 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13, 3' 2' 2' 9' 3' 6' 22 36" 1 22' 16' 3-1/2' 2' 2' 9-1/2' 3-1/2' 7' 33 1OUTLET PIPE ENERGY DISSIPATOR DETA" iL nts MODIFIED RIP RAP PAD---" Class Concrete 1'-0• 3'-0• 1'-0• SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2"X3' STAINLESS STEEL BOLTS Type "C-L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- 28' PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN— SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. - OWNER: TIMOTHY M. MORIARTY 90 SKYLINE DRIVE SOUTH WINDSOR, CT 06074 TEL.: 860-644-3913 (1014 SULLIVAN AVENUE) REVISIONS 3 1-10-05 PER D.O.T. COMMENTS -REVISE BASIN OUTLET T.F. JAS 2 12-20-04 PER TOWN COMMENTS/PZC APPROVAL JAS 1 11-10-04 PER TOWN COMMENTS JAS NO. DATE DESCRIPTION BY PARKING AREA 6" PROCESS — 12* GRAVEL SUB —BASE 8'_3/8" CRUSHED STONE (BASED ON FIELD CONDITIONS) WIDTH VARIES 1 1/r SURFACE COURSE —BITUMINOUS CONCRETE. CLASS 2 RISE 1/4• PER FT OR INLET- 5 'To" I 1 1/r BASE 0 CONC., CUSS I 3' 12' 18" DIA. INLET 18' DIA. MANHOLE OUTLET MANHOLE �-- —MANHOLE EXTENDED TO GRADE (REWIRED IF FILL OVER TANK EXCEEDS 12-) MANHOLES — /STL FRAMES & COVFJ'Tn 6' MIN. COVER 4" CONCRETE �a Mn. s• OUTLET 1 OUTLET BAFFLE INLET BAFFLE Et o 9'-0" SECTION NOTES: 1. EXTERIOR OF SEPARATOR AND EXTENSION TO GRADF uANHOLFs TO BE COATED WITH A WATERPROOF SEALANT. 2. INTERIOR OF SEPARATOR TO BE COATED WTTHI EPDXY PETROLEUM RESISTANT SEALANT RESISTANT TO GASOLINE, OIL, AND SOLVENTS. 3. SEPARATOR TO BE STRUCTURALLY SEAMLESS. 4. CONCRETE - WOO PSI AT 28 DAYS S. REINFORCED FOR H-20 LOADING. 6. JOINT SEALED W/BUTYL RUBBER GASKET. 7. TEES FOR INLET & OUTLET ARE SUPPLIED BY PURCHASER. PRECAST CONCRETE OIL/WATER SEPARATOR 1000 GALLOWS N.T.S. W z J ry Ld z W U SIDEWALK/PAVEMENT' 1i' SEE SIDEWALK/PAVEtJt�T.I"TAOIL' 12 NATIVE MATERIAL �0 (n _W Q vvARNiivG 1 APE 1 2" MIIV. > ABOVE PIPE o O 4" MIN. TOPSOIL AND SEED 6" PERFORATED PIPE - - , I I I N I 1 � 1 I FILTER FABRIC 1 — I I � 3/4" STONE I N 1 -- L. — — — — — — — — — — J 2'- C„ PERFORATED PIPE TRENCH DETAIL 1122'A DEEP HAFTER COMPACTION—/ 3/8' CRUSHED STONE 12� SIGN 'A' SIGN 'C' PLACED IN TWO COURSES 8' ". © PApKIN . aeAC—cF .TION BITUMINOUS CONCRETE DRIVEWAY N.T.S. • (k-1111 i� w I I �. ,• -� HANDICAP PAVEMENT MARKING NOT TO SCALE (4000 PSI) PROVIDE CLASS A CC CONSTRUCTION OR CONTROL JOINT VARIES 1/2- EXPANSION JOINT EVERY 20'-0- (MAX) OR AS SHOWN ON DRAWINGS PLAN 4-10' TO FACE OF CURB YADTH VARIES s' 6" 1/4• R 1/4" R 1/r/FT SLOPE TO CURB SFr: wcvc Ow�1 u444dd4 •4d 4A4.4'p 4.'!•'�' COMPACTED SU-35 - 5" CONIC O IC.- SIDEWALK 8" ORAVEL BASE SECTION 5" CONCRETE SIDEWALK .T.S. not to scale WHITE TEXT AND — HANDICAPPED BORDERS PASSENGER PARKING BLUE LOADING BACKGROUND ZONE STATE PERMIT REQUIRED VIOLATORS STATE PERMIT WILL BE FINED REQUIRED VIOLATORS SIGN 'B' WILL BE FINED 12" NOTES: -SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM VAN ACCESSIBLE DESIGNED FOR LONG TERM HANDICAP LOADING OUTDOOR USE AND MOUNTED ON U-CHANNEL POSTS, BLACK PAINTED STEEL POST. MOUNTED AT PROPER HEIGHT ADA PARKING SIGNAGE PER STATE REGULATIONS -SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT ACCESSIBLE_PARKINr, SIGNS N.T.S. Q RAMP SEE SITE PLAN CURB 1' PER FT. MAX SLOPE SIDEWALK PLACE EXPANSION JOINT AT BACK OF CURB LINE P SIDEWALK OR AT SIDEWALK LINE. k IGUTTER LINE SECTION A —A GRASS/ \GRASS a B � j Q PLAN VIEW GUTTER LINE SECTION B—B CONC. PEDESTRIAN CURB RAMP —TYPE 1 K STORM SEWER e rr pFRFORATEQ PIPE '(RENCI•t DETAIL .... _i.;.>.;:,'::` PIPE 6 SAN `BEDDING -r F1 OW BETWEEN PIPES •:d a .." :.. n e,: d.• NATURAL CLAY SANITARY BOTTOM OF EXCAVATED TRENCH NATURAL CLAY SEWER PIPE (DIRECTION OF FLOW INTO PAGE) PROFILE VIEW NOTES: 1. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 2. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. 3. TO BE LOCATED ALONG THE STORM SEWER LINE AS SHOWN ON PLANS. EXCAVATED 6" SANITARY TRENCH WIDTH SE!''ER PIPE NATURAL CLAY 6" STORM / SEWER PIPE 6 HDPE +-- 6 HDP PERF. PIPE 6' HDPE TIGHT PIPE PERF. PIPE d J O ♦ . ,� . a 6" SAN TARY NATURAL CLAY SEWER PIPE 5'-0" 1'-6" GUTTER LINE PLAN VIEW NATURAL- CLAY DRAINAGE STOPS NOT TO SCALE G'-0" 3'-0" MIN 6'-0" )EWALK SECTION CONC. PEDESTRIAN CURB RAMP —TYPE 2 N.T.S. Tel. 860 291 • 8755 PREPARED FOR: esign Fax 860 291 • 8757 DIETAL8 �nnET SCOTT LEONARD &rofesslonals., 'ne■ � N. S DRAWN JAS CHECKED: RPM GBSSULLIVANO & 11006 S �/ AVENUE civil engineers •planners surveyors DESIGN: JAS/GB landscape architects • gis gps JOB NO.: 1585 DATE.• 9-29-04 Al �T ft�+ tTMi� 1 E55 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jobs/1585/1585 7&B.DWG Z�OUTH ���°�®�y �'®5��� a ��iv.r �i SHEET 8, A A UANSOE M CUM ny W PL FI PLAN MEW MMMY MAN"OSE STORAGE MANHOLE DAYSAVEIC INC. - Iq: 3014M9-6470 Fix; 301-829-3747 1010 DMR H0LT.AW DRIVE, MOUNTAIRY, MD 21771 TBE BAYSAVER. SEPARATION SYSTEM IS PROTlEC M BY U S. PATENT ##5746911 HDPE--HDPE REDUCER DETAIL FOR USE WITH HDPE/RCP OUTLET PIPES NOT TO SCALE A _ A CORRUGATED j HDPE PIPE E WATERTIGHT COUPLER WATERTIGHT COUPLER PLAN VIEW 1-4 CORRUGATIONS SEPARATOR ID OUTLET PIPE ID SECTION AA IAYSAVER MAINT-HANG BAYSAVER SYSTEMS MUST BE INSPECTED AND MAINTAINED PERIODICALLY. INSPECTION IS MADE BY CHECKING THE DEPTH OF SEDIMENT IN EACH MANHOLE WITH A GRADE STICK OR SIMILAR DEVICE. MAINTENANCE IS REQUIRED WHEN THE SEDIMENT DEPTH IN EITHER MANHOLE EXCEEDS 2 FEET. MINIMUM INSPECTION IS REQUIRED TWICE A YEAR TO MAINTAIN OPERATION AND FUNCTION OF BAYSAVER. MAINTENANCE CONSISTS OF THE FOLLOWING: rn 1. REMOVE THE ENTIRE VOLUME OF THE CONTAMINATED WATER BY VACUUM TRUCK. 2. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN, B. PRIMARY SEPARATION MANHOLE 1. USING A SUBMERSIBLE PUMP, PUMP THE CLEAN WATER FROM THE CENTER OF THE MANHOLE DIRECTLY INTO THE EMPTY STORAGE MANHOLE UNTIL THE WATER LEVEL FALLS TO 1 FOOT ABOVE THE SEDIMENT LAYER. 2. REMOVE THE SETTLED SEDIMENT AND REMAINING WATER BY VACUUM TRUCK. 3. CLEAN THE MANHOLE WALLS AND FLUSH OUT THE MANHOLE USING A HIGH PRESSURE HOSE AND REMOVE FLUSHING WATER BY VACUUM TRUCK. MAKE CERTAIN MANHOLE IS CLEAN, 4. CONTAMINATED MATERIAL REMOVED FROM THE MANHOLES MUST BE DISPOSED OF RESPONSIBLY AND LEGALLY BY THE OPERATOR OF THE VACUUM TRUCK. Baysaver Baysaver Maximum Maximum Impervious Separator Manhole Sizes Treatment Treatment Area Unit (prim. x star.) (cfs)41 (gpm)*1 (acres) 1 K Baysaver 48x48 2.4 1076 1.2 Separator 48x.5O 2.4 1076 1.4 48x72 2.4 1076 1.6 6Ox60 2.4 1076 1.5 3K Baysaver 60x60 7.2 3231 3.6 Separator 6Ox72 7.2 3231 4.1 6Ox84 7.2 3231 4.6 72x72 7.2 3231 4.4 5K Baysaver 72x72 11.1 4981 5.5 Separator 72x84 11.1 4981 6.5 72x96 11.1 4981 7.5 96x96 11.1 4981 8.0 E E'VA11QN U NON-SMW *iVMr AT BAYSAVER INSTALLATION INSTRUCTIONS PRIMARY MANHOLE 1. CALL UTILITY LOCATOR TO MAKE CERTAIN IT IS SAFE TO EXCAVATE. 2. STAKE OUT THE LOCATION OF THE PRIMARY AND STORAGE STRUCTURES AND EXCAVATE THE HOLE. SLOPES MYST BE LAID BACK OR SHORED AS REQUIRED. EXCAVATION MUST PROVIDE ADEQUATE SPACE TO CONNECT INLET AND OUTLET PIPES TO SEPARATOR MANHOLE AND THE BAYSAVER UNIT. INSTALL STRUCTURES ON SOLID SUBGRADE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 3. VERIFY THE SUBGRADE ELEVATION AGAINST THE MANHOLE DIMENSIONS AND CONNECTING STORM DRAIN INVERTS. ADJUST BASE AGGREGATE IF NECESSARY 4. INSTALL PRIMARY AND STORAGE MANHOLES. MAKE SURE THE BASES ARE LEVEL AND THE STORAGE MANHOLE OPENINGS ARE ALIGNED WITH THE SEPARATOR UNIT. INSTALL RUBBER GASKETS ON BASE UNITS AND COAT WITH LUBRICATING GREASE. INSTALL ADDITIONAL MANHOLE SECTIONS AS REQUIRED. 5. SEAL ALL LIFT HOLES ACCORDING TO APPLICABLE REGULATIONS. 6. BACKFILL BASE SECTIONS OF MANHOLES TO INVERT OF STORAGE MANHOLE CONNECTING PIPES. USING APPROVED BACKFILL MATERIAL, BACKFILL AND COMPACT IN LIFTS WHICH ALLOW FOR ACCEPTABLE COMPACTION. BACKFILL AND COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER, AND 1S CRITICAL TO PREVENT FAILURE OF THE SYSTEM. 7. INSTALL BAYSAVER SEPARATOR UNIT AND CONNECTING PIPES. SEAL ALL CONNECTING JOINTS AND INSTALL REDUCER OR REDUCER/ADAPTER. PROVIDE TEMPORARY SUPPORTS AND HOLD-DOWNS AS NECESSARY TO STABILIZE UNIT DURING REMAINING BACKFILL OPERATION. 8. BACKFILL SEPARATOR UNIT AND MANHOLES. AREAS NOT ACCESSIBLE TO COMPACTION EQUIPMENT MUST BE BACKFILLED WITH 3/4" MINUS STONE OR FLOWABLE FILL. CONCRETE BACKFILL IS NOT ACCEPTABLE. STONE BACKFILL MYST BE PLACED CAREFULLY TO PROVIDE SUITABLE BEDDING FOR THE BASAVER UNIT AND CONNECTION PIPES. BACKFILL COMPACTION SHOULD BE SUPERVISED BY A GEOTECHNICAL ENGINEER. 9. INSTALL AND SET MANHOLE COVER GRADE ADJUSTMENTS AS NECESSARY. 10. INSTALL AND SET MANHOLE FRAME AND COVER UNITS. 11. FILL STRUCTURES WITH WATER. 12. THE SEPARATION MANHOLE AND THE STORAGE MANHOLE SHALL BE CLEANED WHEN SEDIMENT CONTROL MEASURES ARE REMOVED AND THE SITE IS PERMANENTLY STABILIZED. SEDIMENT AND DEBRIS MUST BE DISPOSED OF PROPERLY. iK-Ir SK dt btf.tO° 1Kw1v AC Z% dt EK-12' B'0 EERNCO FIJUNG oFTan 1K-9M lNAT m cru et GENERAL CONSTRUCTION NOTE 1. ALL WORK MUST BE DONE WITH REGARD FOR THE SAFETY OF THE CONSTRUCTION CREW, 2. ALL WORK AND MATERIALS MUST COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS. 3. KNOW THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION BEGINS. NOTE: BAYSAVERS ARE TO BE INSTALLED WITH THE STORM DRAIN SYSTEM AND WILL FUNCTION AS SECONDARY SEDIMENT CONTROL DEVICES. UPON COMPLETION OF SITE STABILIZATION, EACH BAYSAVER SYSTEM SHALL BE FLUSHED CLEAN & THE MANHOLES CLEANED OUT AND REFILLED WITH CLEAN WATER. OtSTMNCE AC FERNOO NO. RWO SH!SR-39 9K 7.1V 1055-0 7 10.w f0 3-1010 12.7r 1004-1010 4 MII.Alm.Y. hM 21771 P I : (' 111 I) 829-6470 FAX . l 3tll I 1-, ,29 , ; I BAYSAVER STANDARD DETAIL SHEET BAYSAVER SEPARATION SYSTEM STANDARD DETAILS AND DIMENSIONS DESIGNED: TEP D/ATE: 4/19/00 DRAWN: ELT S(;ALE: AS NOTED CHECKED: TEP SHEET: 1 OF 1 w LL, N -� N/F THE NEIGHBORHOOD DI In LANDSCAPE BUFFER ELEVATION (SEE SHEET L3) ,—ALTERNATIVE LANDSCAPE BUFFER NEW TREE 45OSED LIMIT /OF CLEARING Q EXISTING IRON PIN ■ EXISTING MONUMENT - �- EXISTING UTILITY POLE EXISTING SANITARY MANHOLE AND PIPE — PROPOSED SANITARY MANHOLE AND PIPE — —W— — EXISTING 12" C.I. WATER MAIN — —G— — EXISTING 6" STEEL GAS MAIN EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE -330- EXISTING CONTOUR F3-3-01_ PROPOSED CONTOUR + 330.00 PROPOSED SPOT GRADE X330.00 EXISTING SPOT GRADE DIRECTION OF FLOW N/F W PROPOSED 2" WATER LATERAL RONALD & PA ULE MARTIN S PROPOSED SANITARY LATERAL F PROPOSED FOUNDATION DRAIN (SLOPE ® 1% MIN.) RL PROPOSED ROOF LEADER G PROPOSED GAS SERVICE ELEC/CAN/TELE PROPOSED ELECTRICAL, CABLE & TELEPHONE WIRE PROPOSED LIGHT POLE EXISTING TREE LINE PROPOSED LIMIT OF CLEARING PROPOSED PAD MOUNTEV�p, TRANSFORMER 2-AG \ PROP. RETAINING WALL BOTTOM:�25.00 TOP:1 f8.00 (SEE DETAIL.) PROPOSED TW9 RAIL-� FENCE (SEE OE'(AIL) SII1www—n 004w' "wOr-v ARKINGS rNVtMtNT / / '.-30� `^wC LINE 14 (-.•.nv� \i M — - -- ------ -- --------- -- £X/SANG MITE LIMP � � � / Y � 5j0'` — — — EX/SANG EDGE OF PA DEMENT A V E IV `G \\ AT/ON 8"re CAS MAIN G G G - ^ — £XISANG �\\ EX/ST. SNET EXISANC —` "" ' G — _� MG \\ SIGN No. 188 � HYDRANT 0.SN� �� � � G— —G— ET PROX. LOCAAON 12"ID WATER MAIN — W — W W W — W W W--�_ PROPOSED ~ PAVEMENT \�\ ■ Exisr. ` MARKINGS \\ OWNER/APPLICANT: OWNER: SCOTT LEONARD TIMOTHY M. MORIARTY 110 LAVENDER LANE 90 SKYLINE DRIVE ROCKY HILL. CT 06067 snllTW WlHncnQ PT rikn7A LANDSCAPE BUFFER ELEVATION (SEE SHEET L3) DRZ DESIGNED Exsz RESIDENCE ZONE GC GEN ..r.� � ZONE LINE 20' BUFFER +ERA L 4 COMMERCIAL ZONE N/F RALPH C. & MAR Y T. ` HALL i i NOa'LS: 1. FOR LANDSCAPE NOTES AND LANDSCAPE PLANTING SCHEDULE, SEE SHEET L-2, LANDSCAPE DETAILS. 2. FOR LANDSCAPE DETAILS, SEE SHEET L-2, LANDSCAPE DETAILS. 3. FOR LIGHTING PLAN AND ISOMETRICS, SEE SHEET LP-1. 4. INTERIOR LANDSCAPING FOR PARKING AREAS (5% OF INTERIOR PARKING AREA TO BE LANDSCAPED): A: LEONARD PROPERTY: 1) REQUIRED: 1,383 S.F. (5%) 2) PROPOSED: 1,484 S.F. (5.367.) 3) TREES REQUIRED: 5.3 (1 PER 10 CAR SPACES) TREES PROPOSED: 6 ---z zzz�- zzz�-z 4zz:-- zzz� zz:zz! z z: -- —� WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 Mµ 2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 CAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING, ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALT. BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE NTD THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSEO. INSTAL. THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. LIN. DE PIAS1}C FLAGGING OR OTHER VISUAL TIC HOSE MARKER ON EACH WRE. GALVANIZED WIRE OR CABLE CABLES REQUIRED WITH EARTH ANCHORS FOR ALL TREES OVER 6' CAL. TWIST WF1E TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS, TURNBUCIOFS REQUIRED FOR TREES OVER INSTALLED PER MANUFACTURERS 150 MM (6 IN.) CALIPER. DIRECTIONS. 750 Mµ 30 IN.) LONG ---_` WOOD ST E Fi ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE AL. STAKNG AS SOON AS THE TREE WlS CROWN SUFFICIENT ROOTS TO O`,'ZROOME THE PROM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHA11. BE REMOVED NO LATER THAN THE END OF THE FIRST CROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WALL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. a TREES WITH POOR -DUALITY ROOT BALLS OR ROOT HALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. 0 TREES THAT HAVE GROWN TOO CLOSE TOGETHER N THE NURSERY. RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE 0 PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAVP SOTS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. 0 ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANRNG. 0 ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE, 0 TREES LOCATED IN A PLACE OF EMREMELY WINDY CONDTIMS. STNONC ADVISABLE. NOTES 1. GUY TREES IN EXCESS OF 6' CALIPER AS APPROVED BY OWNFWS REPRESENTATIVE IN NO CASE SHALL TREES THAT HAVE SETTLED OUT OF PLUMB BE PULLED VPPJGI,l WITH GUYING WIRES. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 75MM (3 IN.) CALIPER OR LARGER NOTE, FOR DETAILED REQUIREMENTS PICK IF WTTH IXtSfING SOLI RELATED TO THE PLANTING OF THE TREE / IN SANDY LOAM SgLS, ADD 207E IN THE IMPROVED SOIL, SEE MAX. By MAToTE &1STING 'TREE PLANTING DETAIL.' SOIL LOAMY WL ^-"" 1:1 SLOPE ON SIDES OF PLANTING HOLE. TAMP Sal MOUND ROOT BALL " UNEXCAVATEO OR BASE FlRMLY WITH FOOT PRESSURE 2 TIMES COMPACTED NOUN S' TEAT ROOT BALL DOES NOT SHIFT. THE ROOT BALL OLAMRER UNDER THE RDOT BALL TO PREVENT SETTLEMENT. LOW SOLES INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TD 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIM I, OF T'E wu1 CLASS MPICAMIIONS LIMY Pmmm 5YECK PLANTING PLANTING PROBLEM NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS. A MD(TURE OF SAND, SILT AND CLAY PARTICLES WITH A MIN IALIM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOL MUST NOT BE SO COMPACTED AS TO WEOE ROOT CROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE THE SOL NUST BE TESTED FOR TEXTURE, DRAINAGE CJ+PABtLRY. PH, AND NUTRIENT VALUES PRIOR TO DETERLBNING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IL(PROVEµI?RS. SOIL IMPROVEMENT DETAIL TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASS MES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SO. M (500 SQ. Fr� DO NOT HEAVILY PRUNE THE TREE AT PLANRNC. PRUNE ONLY CROSSOVER UµBS CO -DOMINANT SOµE BNiERLORBTNONG�SNAOR LARN8.RANg'N-ES MAY BE PRUNED HOWEVER "NOT REMOVE THE TERNINAL Bi1DS OF BRANCHES THAT MEW TO THE EDGE OF THE CROWN. 0FpAN7}E{E UM(,Y{L1E E APPROVAL SEE SYAIONG LS4 WRAP TREE TRUNKS ONLY UPON THE APPROYAI.OF THE LANSCAPE MCHITECT. , 7Po ttASSIVENORTH AT THE SITE WHEN EVER - A11 'TUSH TO 1800SETTOO400GRADE2-T .MM HIGHER IN SLOWLY DRAINING S1hLS.. 2DO MM (8 IN.) 50 µAN ((2 N.) µULCH. W NO PLACE MULCH iN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. NOTE: FOR DIMEN ONS Of EDAREAS LSESOIL AMENDMENTS, SOIRPIACEMENT, SEE "SOIL IMPROVEMENT DETAILS." ',',';,,-{•� 100 MM ((4 WE HIGH EARTH SAUCER BEYOND EDGE ROOT BALL. , ,I i i , , REMOVE ALL TWINE ROPE AND W RE ANO BURLAP FROM TOP HALF OF R00T BALL ITHE ROOTIS�PPEO THWITH A WIRE AS� N OUR PLACES ANO FOLD D014 2DO MM B IN.) 1M0 PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SaL TAMP � SOIL MOUND ROOT BALL s0 THA ST R%YOT�BW.L'OQESRNOTUSHIFT. NOTES 1. NO MULCH WITHIN 3' OF 'TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING IRIS DETAIL TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUµES THAT THE PLANTING SPACE IS LARGER THAN 2400 WA (8 FL) 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 TES FROM TOP 1/3 BALL 1' SHREDDED BARK MULCH GROUND COVER OEDS COMPACTED SUBGRADE (TYP.) PLANTING S DEPTH - 12 (TA41(, MIX N.)TURE (TYPO BALL OIAµ�TER + 12" SHRUB PLANTING NOT TO SCALE 'U - u 611 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY ...1 tO � t LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ co �g 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 CONSTP,IJCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. CONIC. CAP UNIT 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 LANDSCAPE BUFFER AREAS. 3. THE DETENTION BASIN AND IT'S SIDE SLOPES SHALL RECEIVE SIX (6) INCHES OF TOPSOIL FOR HYDROSEEDING AND EROSION CONTROL BLANKETS, ALL OTHER DISTURBED 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 V!XTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.001_BS PFR 1.000 S.F. C. SEEDING MIXTURE TYPE III (SLOPES) TALL FESCUE 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 ANNUAL RYGRASS 10% OF MIXTURE APPI I(`ATIOI\l PATc. •1:n1 Dc ac0 Ann C r �/-\1,-. 1.JJVt-UJ 1-L.1\ I,VVV J.1 . 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%-129 B. COURSE SAND - ACI IVEh.ESSAR T 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. COAPSE/M1711AN SAND- 55%--65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 107o-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 AND PERENNIALS SHALL BE INSTALLED AT 24' O.C. APPLY 2" OF BARK MULCH, IN AREAS OF GROUND COVER AND PERENNIALS OR OWNER SELECTED ANNUALS. 13. TREES IN EXCESS OF 3" CALIPER SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO THE SPECIFICATIONS AND APPROVAL OF LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. WRITTFN RFDI IFcZT gWAI I Dfr CI IDMAITTC-n l n M A Vc 001no ---- - - -- - - -- - - - - - - - - - --- -- . . _.. 3' LANDSCAPE SHRUB SCREEN A FINISHED LIGHT POLE /- A-r I _7" DADA! AAI11 (�LJ / litCHUt 1) ur-til\r\ Iwv�>,.11 Hf- TOP OF CURBING TT T!FFN� PARKING • L I I I I I 3' SANDSTONE WALL 1 .I Q Q GRANULAR DRAINAGE FILL t p Izz GEOGRID AS REQUIRED It Q p Q a a 1 QDRAIN TILE •I 1 1 I I I I I I I I I I I I I l I• NOTES: 1. A FREE DRAINING GRANULAR AGGREGATE SHOULD BE PLACED BEHIND THE STONEWALL SELECT UNITS IN A 1:1 RATIO OF WALL HEIGHT TO DEPTH OF THE GRANULAR FILL. ALL GEOGRID SOIL REINFORCEMENT WILL BE PLACED IN GRANULAR DRAINAGE FILL. 2. THE ENTIRE WALL SYSTEM INCLUDING THE WALL BASE AND GEOGRID REINFORCED ZONE SHALL BE PROTECTED WITH A GEO-TEXTILE FABRIC. SEE ILLUSTRATION. 3. A DRAINAGE SYSTEM MUST BE DESIGNED TO RELIEVE HYDROSTATIC PRESSURE FROM BEHIND THE RETAINING WALL AND PROVIDE FOR ADEQUATE FLOW OF WATER AS THE WATER TABLE CHANGES. 4. RIP RAP PROTECTION SHOULD BE PROVIDED IN FRONT OF THE WALL TO PROTECT THE WALL FROM SCOUR, WAVE ACTION, ICE ACTION ETC. AS REQUIRED. 5. DRAIN TILE SHALL BE 4" HOPE PREF. PIPE. OWNER/APPLICANT: OWNER: SOTTM. STONE RETAINING WALL 110CLAVENDERAHY LANE RD TI90TSKYLINE DRIVE MORY HOT TO SCALE ROCKY HILL, CT 06067 SOUTH WINDSOR, CT 06074 TEL.: 860-721-9214 TEL.: 860-644-3913 (1000-1006 SULLIVAN AVENUE) (1014 SULLIVAN AVENUE) 2 11-29-04 BUFFER REVISIONS PER TOWN COMMENTS RLB I 1 11-10-04 PER TOWN COMMENTS RLB RICHARD L» BOSTON NO. DATE DESCRIPTION BY I LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 WESTPORT CAP NDT TO SCALE -'�-- LANDSCAPE PLANTING SCHEDULE M. KEY BOTANICAL NAME CC:, LION NAME SIZE TYPE REMARKS: TREES 3 AR ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE 1 I/2"-2" CAL. B&B PLANT AS SHOWN (75'HT-40W) 2 AR1 ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE 4" CAL. B&B PLANT AS SHOWN (75'HT-40W) 2 AS ACER SACCHARUM SUGAR MAPLE 8" CAL B&B PLANT AS SHOWN (75'HT-40W) 4 AG AMELANCHIER 'AUTUMN BRILLANCE. 'AUTUMN BRILLANCE' SHADBLOW 5'-6' HT CONT. MULTI --STEM (20'HT-15'W) 1 BP BETULA PLATYPHYLLA JAPANESE WHITE BIRCH 1 1/2"-2" CAL B&B MULTI -STEM (30'HT-20'W) 3 LS UQUIDAMBAR STYRACIFLUA FRUITLESS SWEETGUM 3" CAL B&B PLANT AS SHOWN (60'HT-40'W) 8 CK CORNUS KOUSA KOUSA DOGWOOD 1 1/z -2" CAL B&B PLANT AS SHOWN (20'HT-20'W) 5 MF MALUS 'PRAIRE FIRE' PRAIRIE FIRE CRABAPPLE 2" CAL B&B PLANT AS SHOWN (15'HT 18'W) 4 MSR MAGNOLIA STELLATA 'ROSEA' PINK STAR MAGNOLIA 6' HT. B&B PLANT AS SHOWN (12'HT-10'W) EVERGREEN I 0 TREES AF ABIES FRASERI FRASER FIR 6' HT B&B PLANT AS SHOWN (,!,5'HT-25'W) 0 PA PICEA ABIES NORWAY SPRUCE 6' HT B&B PLANT AS SHOWN (80'HT-40'W) 29 PG PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) 0 PN PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B PLANT AS SHOWN (60'HT-30'W) 0 PS PINUS STROBUS EASTERN WHITE PINE 6'-B' HT R&R PI ANT AS !RWnM fAnWT An'W% 17 SHRUBS TO THUJA OCCIDENTAUS 'EMERALD' EMERALD ARBORVITAE 6' HT B&B v .... PLANT AS SHOWN `vv .. ■ TV TV/ (12'HT-6'W) 7 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD 2'-3' HT CONT. 6' O.C. 49 1C ILEX CRENATA 'GREENLUSTER' GREENLUSTER JAPANESE HOLLY 2'-3' HT CONT. 4' O.C. 0 0 JH Pi JUNIPEROUS HORIZONTAUS 'VAR.' 'DORTHY BLUE RUG JUNIFi-R 18"-24" SPRD CONT. 5' O.0 PIERIS JAPONICA WYCOFF' DORTHY WYCOFF PIERIS 24-30" HT CONT. ' 3 RB RHODODENDRON 'BOULE DE NEIGE' BOULE DE NEIGE RHODODENDRON 24"-30"' HT CONT. 5' O.C. 3 RC RHODODENDRON 'CAROUNIANUM 'ALBUM' WHITE CAROLINA RHODODENDRON 24"-30"' HT CONT. 5' O.C., SPRING ONLY 3 RCA RHODODENDRON 'CATAWBIENSE 'ALBUM' CATAWBIENSE WHITE RHODODENDRON 24"-30"' HT CONT. 5' O.C. 4 RCP RHODODENDRON 'CATAWBIENSE 'PINK' CATAWBIENSE PINK RHODODENDRON 24"-30` HT CONT. PLANT AS SHOWN 59 TM TAXUS X MEDIA 'EVERLOW EVERLOW YEW 10"-24" HT CONT. PLANT AS SHOWN 0 VC VIBURNUM CARLESII KOREAN SPICE VIBURNUM 18"-24" HT CONT. PLANT AS SHOWN 0 VDP VIBURNUM DENTATUM NORTHERN ARROWOOD 18"-24" HT CONT. PLANT AS SHOWN GROUNDCQ_VERS 1 AQ AKEBIA QUIN T A 'ALBA' WHITE FIVELEAF AKEBIA 1 GAL CONT. 24" O.C. 4 CR CAMPIS RADICANS 'FLAVA' YELLOW TRUMPETVINE NO. 3 CONT. PLANT AS SHOWN 14 HS HEMEROCALUS 'STELLA D'ORA' STELLA DE'ORA DAYULY 1 GAL CONT. 24" O.C. 71 HE HOSTA SIEBOLDIANA 'ELEGANS' ELEGANS HOSTA 1 GAL CONT. 24" O.C. 18 HE2 HOSTA SIEBOLDIANA 'PATRIOT' PATRIOT HOSTA 1 GAL CONT. 24" O.C. 90 LM LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED ULYTURF 4 INCH POT 12" O.C. 0 ms _ M1-Rf%ANT141 !C 4ZlN 9 QlQ 01 ITTf C 7C-00 A• ..,.__...• •• ••r•r ••••�...,..., I IA.,1., LT.IVI.n t ITT1 c 7r*Mr% A i A A rr%.-L. ors A nr% c.l I Ii_c. JLr-DFNt% mfiltir-m �nRa� rn F4 r....... %;VN 1. 36" O.C. 18 PA PENNISETUM ALPOECURIODES 'HAMELN" 'HAMELN' FOUNTAIN GRASS #2 CONT. 24" O.C. 46 RH REBECKIA SULUVANTII 'GOLDSTURM' 'GOLDSTURM' BLACKEYED SUSANS' 1 GAL CONT. 24" O.C. 3 RA ROSEA 'AUTUMN SUNSET` 'AUTUMN SETSET' CLIMBING ROSE 1 GAL CONT. PLANT AS SHOWN 4 CA CALAMAGROSTIS X ACUTIFLOA, VAR. 'K. FOERSTER' FEATHER REED GRASS 1 GAL CONT. 36" O.C. 12 EP EUCHINACAEA PURPUREA 'WWF' STRAIN PINK CONEFLOWER 1 GAL CONT. 18" O.C. 27 EP2 EUCHINACAEA PURPUREA 'WHITE SWAN' WHITE CONEFLOWER 1 GAL CONT. 18" O.C. ISOMETRIC NOT �TO 15CAM 1. PROVIDE PVC 2 - RAIL MANCHESTER FENCE 3 FEET HIGH WITH WESTPORT CAPS AS MANUFACTURED BY WALPOLE WOOD WORKERS OR APPROVED EQUAL. 2. POSTS ARE 5" SQUARE BEVALED TOP RAILS ARE 2 1 /2" DIA. WITH TENON. PROVIDE MORTISE TENON INSTALLATION. 3. SEE PLAN FOR LOCATION. 36' TWO --RAIL PVC FENCE (S HT.) NOT TO SCALE NOTES: 1. PROVIDE AND INSTALL 6' HIGH PRIVACY FENCE AS INDICATED ON DRAWINGS. THE FENCING SHALL BE EQUAL TO THE WALPOLE "UNIVERSAL" VINYL SERIES. 2. FENCING SHALL BE CONSTRUCTED FROM PVC FOR 5" SQUARE POSTS W/NEW ENGLAND CAP SPACED A MAXIMUM OF 8'-0" ON -CENTER AND TONGUE & GROOVE SHIP -LAP VERTICAL BOARDS WITH PVC CLAD ALUMINUM CHANNEL FOR RAILS. 4. COLOR: WHITE 5. FINISH GRADE CLEARANCE AT BOTTOM OF RAIL: ONE INCH (1") ■ Tel. 860.291 •8755 Fax 860.291.8757 sign lie Inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite, Road, South Windsor, Connecticut 06074 �'stpoa 150 was' (1w I'm tot Ship saI BOTTOM RAIL Ahunkium d4%-I lt. raauppoa.. fe- ocwd},.; UNIVERSAL PVC FENCE(6' HT.) MOTTO SCALE L D3C CPC DC U ABLe DESIGN.• RL8 I DRAWN.• MHA CHECKED.- RL8 d08 No.: 1585 IDATE.• 9-29-04 DRAWIVG NO.: 1585/1585--L2.DWG PREPARED FOR: STCOTT LEO ARD l!l l0l 1 1 l....... ` ( i .I l I I 1 a P21 I\ I, IIrT 3211� 441Y1 .010' 8 S fib? w _Z .J j X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY — LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 111111146— IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, 1.1 1 11-29-04 BUFFER REVISIONS PER TOWN COMMENTS NO. DATE DESCRIP77ON wl w� 01 Z P V) X lz�l wl Z .J ?- t SEE DETAIL LANDSCAPE BUFFER ELEVATION A -A (5 YEAR &FULL GROWTH SCALE 1 "=10' LANDSCAPE BUFFER ELEVATION B-B (5 YEAR & FULL GROWTH RLB RICHARD L. SOSTON - LICENSED LANDSCAPE ARCHITECT SCALE 1 "--10' CONNECTICUT LICENSE NO. 568 FIVE YEAR GROWTH AND TREE AT MATURITY AT I ANnCC`A,PF RIIF'P*PP GRAPHIC SCALE 10 0 E 10 20 ( IN FEET } 1 inch = 10 ft ,L C RESIDENTIAL CAPE BUFFER AT PROPERTY LINE M pq w ILL m� zl m' z� �a V) X w w ZI J SEE DETAIL ■ Tel. 860.291 •8755 Fax 860.291.8757 esign )0 rofessionals, inc. civil engineers • planners • surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 FIVE YEAR GROWTH AND TREE AT MATURITY AT I ANIlCC`APP PI117f7170 :SIDEI i IAL BUFFER _.. _- ... V„ , >' LINE OWNER,/APPLICANT: SCOT- LEONARD 110 LAVENDER LANE ROCKY HILL, CT 06067 TEL.: 860-721-9214 (1000-1006 SULLIVAN AVENUE) !LAL10, ;I�PE K-01EV�IT1©N►�� DESIGN-- RLB DRAKT/.• MHA CHECKED.• RLB JOB NO.: 1585 DATE 9-29-04 DRAWNG NQ,: 7585/1585—L2.DWG ,___.OWNER: TIMOTHY M. MORIARTY 90 SKYLINE DRIVE SOUTH WINDSOR, CT 06074 TEL.: 860-644-3913 (1014 SULLIVAN AVENUE) PREPARED FOR: SCOTT LEONA.RD CON]t�C'liliCUT L3 E In a't�.'�,::,ar '. nar.:r.�xmm�rzc�s:�.as�:urswri�wy.u�.�ams�.:•<��...ec�us�.marsz�c�•••,,•�.••�.••�:r.:n+::a�+s�-m..a.:u�uos.ac':...�rr��rn��;c��.a.: Numeric Summary Projects AU Projects Label CoLIcTy e Units I Avg Max Min Avg/Min Max/Min HORIZ ILLuminance Fc 1,07 4.98 0.04 21.40 99.60 o i n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY zz 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. fm ' REVISIONS DESCRIPTION Tel. 860.291 • 8755 Fax 860.291.8757 y esign rofessionals, inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 OWNERfAPPLICANT• SCOTT LEONARD 110 LAVENDER LANE ROCKY HILL, CT 06067 TEL.: 860-721-9214 (1000-1006 SULLIVAN AVENUE) Loc�a4mNc� pdara DESIGN. DRA M- MHA I CHECKED.• RLS J08 NO.: 1585 T DATE.• 9129/04 ------------ DRAWING NO.: SERVf- OWNER: TIMOTHY M. MORIARTY 90 SKYLINE DRIVE SOUTH WINDSOR, CT 06074 TEL.: 860-644-3913 (1014 SULLIVAN AVENUE) PREPARED FOR: SCOTT LEONARD �;f> 1 1 1 1 5 1\ 1/> ;�� I'� . proximate SHEET 9,rmA kSvl�kS-ILJI WA � rr; l � nir PT l�LL Nortb gas! RftA Lwhing Managmag Company, LT C 360 E loomfleld Ave., Suite 209 Wi Klw, Cr 06095 td�lq.7 �N'tw PROJECT ARC I-tI"1 I.f `.I. hai'R Noi ton Architect, I . [ .0 Drive,:,, :. , . , Cr l., t: PROJECT NO 2®04--XX X DATE 01-11-®4 Dfi VM BY JE/KN KT/KN sI� FLOOR FLAN v BUILDING HEIGHT _ TOP OF PLATE F -7 - - --J. DRIVE-THRU OWN DRIVE-THRU CONTINUOUS PERIMETER GUTTER-TYP. PAINTED PVC OR FIBER: CEMENT PANELS /` i' ZD TRIM-TYP. FT -I PT-2 DRI VE-THRU LAMINATED WOOD COLUMN TYP. SIMULATED STONE VENEER NOTE: REFER TO DWG I/A2 FOR TYPICAL NOTES PT -I PT-2 o alA Ajo o1a 4.10 Al- a`a oja ola olo 0 \v/ J1AA1z)) a olo a10 a1a o1a ato -to o10 ato oto ala PAINTED PVC OR FIBER CEMENT TRIM TYP. PAINTED WOOD LATTICE TYP aI- AIo No alo ola a SOUTH ELEVATION TION (FACIN& SULLIVAN AVE) 1//j 11= 11-011 aIa ala Ala olo ola Ala Ala Ala olo Ala 119su", "C-01 EA5 T ELE\IATION 114 It = 1 1-011 , EXTERIOR FINISH 50HEDULE PT -I PITT55URGH PAINTS SATIN LATEX BOSTON CREAM #25145 PT-2 PITT55UR&H PAINTS SATIN LATEX ROUGH HIDE #2641 5T-1 CABOT SEMI -SOLID STAIN NAVAHO WHITE #0113 THINNED WITH CLEAR TO ALLOY! THE WOOD COLOR 00 BLEED THROUGH METAL ROOF 5HERWOOD GREEN 516N LETTERS PM5 545 6REEN STANDING SEAM METAL ROOF-TYP. PAINTED PVC OR FIBER CEMENT PANELS AND TRIM-TYP. NEW BUILDING MOUNTED EXTERNALLY ILLUMINATED BANK SIGN 22.5 SQUARE FEET PAINTED PVC OR FIBER CEMENT PANELS AND TRIM-TYP. PAINTED PVC RAIL AND PANEL SYSTEM-TYP. STAINED CEDAR SHINGLES TYP. ST-1 pi®I PT -I PT-2 I I Ifr-- PT-2 WALL MOUNTED ENTRY LANTERN FIXTURE (LI) TYPICAL AT EACH SIDE OF ENTRY SIGN SCHEDULE 5AVING5 INSTITUTE WALL 516N #1 22.5 5F SAVIN65 INSTITUTE WALL 516N #2 22.5 5F 5AVIN&5 INSTITUTE WALL 516N #5 22.5 5F TOTAL 9>15 SF LINEAR FEET OF FRONT FACADE NEW BUILDING MOUNTED EXTERNALLY ILLUMINATED BANK 516N 22.5 5QUARE FEET I Av�,;53\0 �_'))U ull� � L W I IMU�ur9 � iL PROJECT 'I I"L.1\IPA I c n I'Z I" 0 l2 1 i D 25 e., . ; ook Dnve, Mmvfield,06250 PROJECT C I 1` C (Iil 1 I; C" I KarR Norton Architect, LLC 25 . r Dnve, mmmud,onzo NOTE: REFER To Dvgc, VA?_ 1/4 11=11—oll •.VCV{i 1-Ilal�l e/�./I �i,. i.sla •• ^'�' � v®..�ror s+�I `.II�1 b�/--�IQ 18.-I�l� 1 1�1Vl�jr PVC POST, RAIL ANI� PANEL 5Y5TEM. TRIM ANP POST TO 5E PAINTED FT -I -PANELS FAINTED PT-2 NO -, H LF-VA ION THRU tNE 51CGN5-TYP. THRU CANOPY HA5 51X CEP DONNLI& ITS-(L-2) 5EE �)R WILPIN6 LIGHT FIXTURi-5 SAIN& A-8 law 0 OU U&JU VV JUJIUUJI 9 ji OVVNER �.' c�� l t I . ��c� tip �•t t�c�i ROM DEVELOPER ti��c4� Rt 7'ul �Cy� a_ r. .?>. W02f }least ReW +essim Maaegemm Compay, LLC r f 364 81oomfield Ave., Suite 209, Wing, Cr 06095 PROJECT T PLANNERS 0 25 lxftd wok Drava, MmfficK CST 06250 i"Rt!),I i ,CI AP C'1 ili.i.i .� .,i. iM Norton Architect, I. : C FALE 1/411�11��11 R[W FIE 44 f RV ROF05ED R T $ ICIEST .XT IO -E VA _-� I ON5 aUILDING DATA OGOUPANCi' MIXED U5E M-MERCANTILE A-5 A55EMBL.Y CONSTRUCTION TYPE 55 &RO55 FLOOR AREA 2,520 eOUARE FEET BUILOIN& HEI67HT 501-3" i I I R & R 006 SUIRWaim Ave. 4)) A InAOMr IP7 I�,JJ LL v vAJLL JI��-t�D\,UJL 9 ►Ji I OWNER � v i Scott Leonard Rodw MA Cr M7 I I 'DEVELOPER i fi J% i N 1,, oft$ , MLI 3 'so moomficid Ave., suite 2a9, 8vms1sor, cr om Jyt�%YU:) PROJECT PLANNERS U Iq C 0 R p 0 a A 7 m D 25 Le4 ebwok Dnw, MmvfieldCr 05250 PROJECT EC T .CH-UTECT 0 KarR Norton A rchitect, LLC 25 W a k Rom° ,Mmfiold, CT 06?Z0 i i I +f I Ilimposed IMIn'med Use n 0 i MRWECT NO 2004r-XX X ®ATE 1 �DVWMN8� 1JE/KN I j CHECKED 13Y ?, . , <T/< 4 SUILDIN6, HEI&HT TOP OF PLATE _TOP OF 5LA5 AVi=RA&E GRADE NOTE: REFER TO DW& I/A5 FOR TYPICAL NOTES PAINTED MOOD LATTICE TYP_ TENANINT 0 11 1l �i=`FM G O 1 I I -T" 11 T✓ i =\/ A -r I I /= A �'�u I TT L..L-L. Y /--� I lf'. IN l l 1 /4"=1'-o" A - I ��rra agnwr,n . [r1 1 lXU�Mi>rl�l �/111■IMIIt/I >ti�[tcrw ■�»rl [1 -I111,01 Y':21,Innq[ni lII EXTERIOR FINISH SCHEDULE PT —I PITTSSURC7H PAINTS SATIN LATEX 505TON CREAM #25145 PT-2 PITT55URGH PAINTS SATIN LATEX ROUGH HIDE #29>41 ST-1 CA50T SEMI —SOLID STAIN NAVAHO IINHITE #0115 THINNED WITH CLEAR TO ALLOW THE WOOD COLOR TO 5LEED T i 9ROU%H METAL ROOF SHERWOOD GREEN SIGN LETTERS PM5 545 GREEN STAINED CEDAR SHINGLES TYP. 5r—I PAINTED PVC OR F15ER CEMENT PANELS AND TRIM—T-T-P. STAND I NCB SEAM METAL ROOF—TYP. NEN 5UILDINO MOUNTED INTERNALLY ILLUMINATED SIGN 22.5 SQUARE FEET -MAX. TENANT T.5.D. -lYP. OF 2. LIGHT FIXTURE L5 PAINTED PVC OR F15ER CEMENT PANELS AND TRIM—TYP. PT —I SIGN SCHEDULE TENANT#I WALL 516N 22.5 5F TENANT #2 WALL SIGN 22.5 SF T OTAL 45 SF LINEAR FEET OF FRONT FACADE 45' STAINED CEDAR 5HINGLE5 TYP. ST—I PAINTED PVC OR t=15ER CEMENT PANELS AND TRIM—TYP, RO(DO & 1006 EUllln'van Aveo WA �'Tnr1z7w))r PT > \-V// QIs.Q�IILJJ v v 9 LL i Scott Leonard 1101avender R.acl-,y HdL CT 06W7 I DEVELOPER 4y4n �',Sf No,-tb=dRet&RLeamigMnAgmaatC=pmyLLC 360 Bloomfield Ave., Sub 209, Vrmdsm, CT 46m v CQB .LCYN i PRQ'flECT PLANNERS ] t R ? (rG RATE B J?.KUJ il6UT ARUffJ1.lBCC,T 0 KarR Norton Architect. ]LILC sZ--O JaMIL nvb,'i93M3'dC'U, 4- 1 LEIS )UTH $ EAST FXT R10R. LEVAT I OILS A,S NOTE: REFER TO DWG I/AS FnR F-WIPMENT SCREEN P\/O P05T, RAIL AND PANEL 5`(5TEM. TRIM AND P05T TO 5E PAINTED PT-I-PANEL.5 PAINTED PT-2 NOTE: REFER TO PkY6 I/A5 POR TYPICAL NOTE5 i ELEVATION 1/411= 11-011 O PAINTED HOOD LATTICE TYP_ 0 8 Sout hdsor, U ` ER Karl Norton Architect, L :I 2004 Xx ��TE -y DmMl BY ljr/ill y7�' I CHECKM BY <T/frl NO"FZTH ELEVATION A=6 FROFOSEI�� FREE- SiAND I NG 5 I GN ALUMINUM GAP FLASHING CARVED HIGH DENSITY URETHANE (HDU). 516N PANELS PAINTED PVC, OR F15ER CEMENT TRIM TYP. SIMULATED STONE VENEER 7-o• 1. TYF I GAL END ELEVATION 1/2"= 1 1-0„ T:N.%ANT T)"F I CAL SIDE ELEVATION 1/2 If =I'-0" PLAN VIEW 1/2 1'-O" EXTERIOR 5lJ I LI�) I NO MOUNiEr�l L I �Hi FIXTURE GHEI�)ULE ice» w REFER TO SITE FLAN FOR 516N LOCATION. L l LOCATION: ADJACENT TO BANK ENTRANCE KIOHLER— CONCORD 1478 OLDE BRICK LANTERN. 5EEDY &LA55 PANEL-100—W A LAMP HST. 1411, WIDTH 6 1/2", EXTENSION 6 1/2". U.L. LISTED FOR WET LOCATION. L2, LOCATION: BANK DRIVE-THRU CANOPY OMEGA- Lg062 RECESSED H.I.D. FIXTURE WITH DIE CAST ALUMINUM MOUNTI N(5 FRAME AND REOE55ED WHITE SPLAY TRIM, CLEAR 5P EOULAR, ALUMINUM REFLECTOR, I I " D I A. FR1=5NEL LENS, HPF OWA BALLAST, 175 WATT CLEAR METAL HALIDE LAMP. L3 LOCATION: ABOVE I:;ROF'O5ED MIXED USE BUILDING ENTRANCES BA5ELITE CORPORATION-1^1514/5) WAREHOU5E LIGHT W/ WM55/51 WALL MOUNT' BRACKET —FINISH: ARCHITECTURAL BRONZE Soulth Windsor, CT Scott ILe®mard 110 Lavender Lana Rocky Hill, Cr 06067 DEVELOPER ;t> Norffiem Rotail L*Wing Manoulat „`r•"3 mY. LT-C �- 360 Bloomffold Ave , 3uiio 209, Windsor, Cr 06095 fir .�xl'i3 PROJECT PLANNERS N C® R P® R A 7 Z D 25 Ledgebmok Dfiw, Mansfield, Cr 06250 PROJECT ARCHITECT O Karl N®nt®n Architect, ILLC 25 LWpbmok D&e, Mansfield, CT 06250 F TED PROPOSED FREE STAND I NC7 5 i C-7N EXTERIOR BUILDING MOUNTED LIGHT FIXTURES (FAIN 5ULLI\/ WOMMMM15712 0 00 & 2006 tMovain Ave v 1-1 0 i W�ndscr, cr� 601310om&WAve., 9uft 209, V3N:sdw, CT 06M I t I }1 t R, , k Mive, Mansfleld, Cr Q-5?-SO � e 4 .L..O %XX l DATE DRAM BY j .Jr=/< 4 f R617GCKW B i KT/KiN �=--mm,J ""' ' _ EXTERIORSOUTH LF-VATION5