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06-63P_NEW FACILITY FOR THE SOUTH WINDSOR FIRE AND AMBULANCE_SULLIVAN AVENUE
NEWFACILITY FOR THE SOUTH UINIc'OR FIRE-z4N-D,,e4A1Rt1L.,,,4j1tTCE 625 SULLIVAN AYENLTE SOUTH WINDSOR, CT PLANNING AND ZONINC COMMIS, jSION APPLICA TION DECEMBER 14., 2006 REVISED: JANUARY-18,2007 MAY 1,9 2007 LOCATION MAP: SCALE: 1" = 2000' PERMITS: TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION APPL. ##06.63P SOUTH WINDSOR FIRE STATION, 625 SULLIVAN AVENUE, GC ZONE APPROVED JANUARY 17, 2007 TOWN OF SOUTH WINDSOR PLANNING AND ZONING APPL 06.63P TOSW FIRE HOUSE # 3-SPECIAL EXCEPTION & SITE PLAN DEVELOPMENT APPROVED JANUARY 23, 2007 TOWN OF SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY APPROVED FEBUARY 6, 2007 ARCIMUIEC700 CONSULTANTS0 : sophtsttouted sate Destgw Landscape Architecture Civil Engineerina 121 FENN LOAD NEWINCGTON, C ONNECT2CUT 06111 TEL 860-667-922 1 860-667-91141, Civil Engineer / La"d !;.% r rrcatJect TO Design LLC 114 West moin street. Site 201 New Britain, C°11 06051 tel: (860) 6 1 2- 1 700 fax: (860) 6112-1757 Soil Scientist lir �?iYl.l +('l1�110'71a� �ptrar%ncscr s avia..aw .a��ViVb1VGLl I..Y �JS � A/4� 1164 East Center St. #8 Manchester, C1' 06040 tel: (860) 647-7362 fax: (860) 647-8397 31V A -IbF : LA;IA�or GWINDSOR NATURE do e a MAP 111 PARCEL 44 ZONING INFORMATION ZONE: GC - GENERAL COMMERCIAL REQUIRED EXISTING PROPOSED USE N/A FIRE & AMBULANCE BUILDING AREA (FOOTPRINT) N/A 24,306 SF LOT AREA 15,000 SF 330,960.1 SF / 7.6 AC SAME LOT COVERAGE (BLDGS.) 30% N/A 7.3% IMPERVIOUS COVERAGE 0% **25.5% HORIZONTAL BLDG. DIM. N/A 126' LOT WIDTH 1 00'AVG. 479' SAME LOT DEPTH 150' 694.12' SAME FRONT YARD 50' N/A 74.63' SIDE YARD 10, N/A 37.67' REAR YARD 15' N/A 440.0' HEIGHT 2 STORIES, 40' MAX. N/A 2 STORIES PARKING SPACES 97* 1 N/A 49 *USE NOT LISTED IN CODE SECTION 13.4. 24,306 GSF / 250 SF = 97 SPACES REQUEST A WAIVER FROM SECTION 13.4.1 **IMPERVIOUS COVERAGE CALC. (1.90 AC / 7.59 AC) x 100 = 25.0% DATA TABLE 30 72 Q , , k �� r a - 000'i� �T � . pr,Ys>�c.zr. �. .r 9 90 119 ry V��. f �i ~` ft30. 00107 y 1s ` «e wr •- rtm, f ' % 87300540 •� ` ksf�i � � � 'a ,i l w7 8730L025 90000118 87300570 Hs s R12+ 87 87300473 ` <` 90000094 87300648 V�` V 87300668 9000 MAN 73oo>s9_-. �Uct�y� `` (V.852E P 1E35_) I ��._ t ' t- ``" ✓ 87300513 W� �s rs• $ISO90000042 D'ANGELO BROS., LLC - L, 87300455 (V.1098, P.147) "w 87300589 t Cc 73Q062 +r 1 D'ANGELO BROS., LLC // ay i (V.1096, P.205) ' axe 87300689 - » ° 8f)744 ^h en ti 87300425 t 47 '1 ",. 8 R027A PUDELER (V.1703, P154) 93600201 ,raTEF RDDC PROPERTIES, LLC (V.934, P.137) � 87300765 h 8730R010 a 93600165 Q '`' Z 9360L017 wRTFr za 936 5 m ,; ��� s 93600190 � 93600111T.F "TER � a seq. 8700L011 9:. 9360L018 OVERALL MAP PLAN REFERENCE 200 0 200 400 PLAN INFORMATION FROM SOUTH WINDSOR GIS CREATED BY SOUTH WINDSOR PLANNING DEPARTMENT. SCALE 1" = 200', DATED 12/08/06 1" = 200' TAX ASSESSOR'S MAP 111 - PARCEL 44 GIS PIN: 87300625 FIRST FOUR NUMBERS ARE STREET CODE LAST FOUR NUMBERS ARE STREET ADDRESS sophisticated site 1>esi9w Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P 860-612-1700 F 860.612-1757 www.todesigni[c.com JACUNSKI HUMES ARC)ni ii 111C1C11 S 9 lidia(lJ FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Key Map PROJ. NO.5033A—L SCALE: 1 " = 200' DATE: DEC. 14, 2006 REV: JAN. 12, 2007 IWWC JAN. 18, 2007 P&Z FEB. 9, 2007 HYD. 13.1,UI1l,Le1"t SITE DISTANCE NOTE: SITE DISTANCES FROM BOTH 1 T I 1 r-, ri IRB r.11TS EXCEFn 700 FT IN EACH nIRF( TInN U a Mai U U L_ 1. ALL FLOODLIGHTS AND SPOTLIGHTS WILL HAVE EXTERNAL ADJUSTABLE SHIELDING DEMOLITION NOTE:: ALL STUMPS TO BE REMOVED FROM THE SITE. TO CONFORM WITH SECTION 17.20.5C. � I w L /` YO U- �� OTE a = N/F PUDELER >° s - (V.1703, P.154) k 1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. N/F RDDC PROPERTIES LLC RURAL RESIDENTIAL 3 "Z L<��°�5 S MATERIALS AND CONSTRUCTION PROCEDURES SHALL COMPLY ' „Vb %2� 09 S - o WITH CT DOT FORM 816 AND THE TOWN OF SOUTH WINDSOR SPECIFICATIONS. (V.934, P.i37) 3�N33 . x-x L8,S0�1 3. CONTRACTOR TO SECURE ALL NECESSARY TRADE PERMITS. . x,•,-.-:A.'.•::'.'.k'.'-- . x.-.T.-.:.z-...:._x-_x_.-x�...-�x...�.�_x•�..x..... �.........-x...._._. __........................'.'.'.'.'...'.'.'.'. / .............................................................................................................. ........... ............................................................ E .......... ... ........................:. 8 L'09� aoN3� 3�ir;. lr3$av$ :... pp 4. NEW PAVEMENT TO MEET LINE &GRADE OF EXISTING PAVEMENTS. GENERAL COMMERCIAL ZONE............................................................................................................... 1 .................................................. 5. CONTRACTOR S RESPONSIBLE O U l TRA R I R PON IBLE FOR ANY DAMAGED E TO CONSTRUCTION ACTIVITIES. 6. LOAM AND SEED ALL DISTURBED AREAS NOT COVERED BY OTHER IMPROVEMENTS. j 7. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM :�:�:•. OWN E.SOUTH -WINDSOR O WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. ��• T ...................................................................................... .......................................................................................................... Q O 8. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE AS 30 0 1 S :'FT: (R ESIDENTIAL ABUTTER)/ ........................................................................................................... 3 96 Q RE .................................... 50 BUFFER (e APPROVED BY THE TOWN OF SOUTH WINDSOR. .......................................................................Z.60.A RES: .............. - - - - - 9. ALL LOCATIONS W E S CURBING,BITUMINOUS CO C - - SETBACK ATWHERE EXISTINGN RETE ROADWAY OR - - - - RE AR YAR D :•:•::.:::-:•:.::::•:•:�:�:::::::���:: • :::....c.�... 0 CONCRETE SIDEWALK ABl1T NEUV CONSTRUCTION. THE EDGE OF THE EXISTING Cl1RR (�R ........................................................................................................... --- -� ___ _-- u - _ _ - PAVEMENT SHALL BE SAW CUT TO PROVIDE A CLEAN, SMOOTH EDGE. TACK COAT EXPOSED EDGES OF EXISTING CONCRETE PRIOR TO PLACEMENT OF NEW BITUMINOUS ................................................................................ I CONCRETE PAVEMENT. 10. WHERE LIMIT OF WORKMEETS A EXISTING BUILDING S ASSUMED T N G IT I A M D THE WORK LIMIT EX, VIIETLANR CONTINUES AT THE BUILDING FACE. O m 11. ALL NEW WORK .SHALL BE STAKED -OUT PRIOR TO CONSTRUCTION. OWNER'S . O w REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. co 12. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND APPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION. 1 Q Q Q 13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL est. �\ w POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ��OR �Q8 o Q 14. CONTRACTOR SHALL CONTROL DUST CAUSED BY HIS OPERATIONS BY APPLYING WATER OR DUST PALLIATIVE, OTHER THAN CALCIUM CHLORIDE. rn::... qRF� r- 15. CONTRACTOR SHALL CONTROL NOISE TO AS GREAT AN EXTENT AS POSSIBLE. ALL t.- (Iyo POWER EQUIPMENT USED DURING CONSTRUCTION SHALL BE EQUIPPED WITH MUFFLERS, R80 16. MANUFACTURED ITEMS SHALL BE INSTALLED, CONNECTED AND CLEANED ACCORDING TO �. O Np ) I�.......... � pLAND REVIEW AREA ( � THE MANUFACTURERS DIRECTIONS. ... ..... 17. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHES ::: I SHALL BE REPAIRED. EkWE T-LfAND........ ' 18. EXPANSION AND SCORE JOINTS FOR NEW CONCRETE WALKS SHALL BLEND TO MATCH O EXISTING PATTERNS. CONTRACTOR TO ARRANGE TIMELY ON -SITE CONFERENCES WITH v'v o 0 0 o v LANDSCAPE ARCHITECT TO APPROVE LAYOUT OF JOINT PATTERNS. ° ° ° ° ° ° ° ° ° ° ° ° °�' / 8 19. PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, TREE GRATES, O vvvvv vvvvvvvvvvvvvvv„7VV MITIGATION 8 DETENTION BASIN vvvvv vvvvvvvvvvvvvvvavv ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °`'v ' BUILDING WALLS, SITE WALLS, STAIRS, LIGHT POLE BASES, MANHOLES, GRATES/VAULTS, �..� v v v� v v v v v v v v v v v v v v v v v v v °� WETLANDS EXISTING CONCRETE PAVING, STOP LIGHTS FIRE HYDRANTS AND ALL OTHER FIXED v vvvvvvvvvvvvvvvvvvvtVVVV v vvv vvvvvvvvvvvv°° ° °°° ' MATERIALS. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS SHALL NOT EXCEED 25 d°v 0000000000000v0000v\, FEET. v-q'vvvv vv v vvvvv �.V° v vvvvvv vvvv° v v V v v v v V v v° v 0° a ' I - v v° v° v v v v° vvvvvvv vvvvv O 13 7 I v°v°\ vvvvvv % 1 'vvvv vvvvv vvvv vvvvv vvvv vvvvv D as °vvv vv o 0 0 ' N/F D'ANGELO BROS., LLC vvv vvvvV (V.1096, P.205) 0 ' D I vvv vvvvvv Q � � � o ® � vvv vvvvvv � / vvv vvvvvv, ::.. O o �°° ° o v ciU� GENERAL COMMERCIAL ZONE DUMPSTER ENCLOSURE WITH o v ° ° °� vvv CHAINLINK FENCE, PRIVACY 8 vvvvvvv _vvvvvvv O SLATS AND REINFORCED L_4 v o°0 0 ov o o vy° 0 ' CONCRETE MAT 4 �v444° ® ,,-PUBLIC STAF F 30 16.5' ENDIN EGR� PARKING (37 W.1 CONC. URB W Q.L N ;.r.' w 'PARKING' .\ ' 1 BITUMINOUS Q� I . ' -, - g r i rat I FrFNn I PROPERTY LINE YARD LINE WETLAND LIMIT WETLAND REVIEW AREA WETLANDS TO REMAIN BUILDING BIT. CONC. CURB INT. CONC. CURB - FLUSH CURB TRANSITION CURB EXPANSION JOINT CONTROL JOINT PARKING LIGHT BOLLARD LIGHT o UPLIGHTS > CATCHBASIN 0 YARD DRAIN o MANHOLE O GUARDRAIL--g--�--" FIRE HYDRANT® UTILITY POLE IJ CHAIN LINK FENCE °--�--0-° BOLLARD FLAGPOLE SIGN I 40Wd .,fco C U 1540 SULLIVAN AVENUE ® SOUTH WliMSOR, CT 06074 �tiOSoa-co`'' TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 1160 0007 4128 0573 January 25, 2007 TO Design LLC W. Phillips Barlow 114 West Main Street New gritain, CT 06051 Dear Mr. Barlow: RE: App106-63P TOSW Fire House #3 - Special Exception & Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on January 23, 2007 to approve -iith modifications the above referenced application for a Special Exception & Site Plan of Development. This approval is for the site plan of development of approximately a 24,000 square foot firehouse on property located at 625 Sullivan Avenue, South Windsor, CT, GC zone as shown on plans prepared by TO Design LLC, Job No. 5033A-L, Dated December 14, 2006, as revised. This approval is subject to the following .... L-4 CONCRETE (TYP.) �o modifications: BITUMINOUS CURB 10 0 yQ ' Q� ' (TYP.) L-4 O I I 2 'DRIVE J I, Patrick Kennedy, Chairman. of the South Windsor Planning & Zoning Commission, hereby certify that on 1. Prior to commencement of any site work, a meeting must be held with Town Staff 11-10 • BI DUS.-::::.:.. / anuary 23, 2007 the Planning and Zoning Commission granted to the Town of South Windsor Fire (louse #3, a 2 No building permit will be issued until the final mylars have been filed in the Town Clerk's office. o XPANS ON M 5 i I L-4 S.QI�CRETI (TYP:): i special exception to Article 5.2.2.16.3 of the Zoning Regulations for the construction of a 24,000 sf fire safety PARKING LIGHT l JOINT ( P. a' L-4 I complex located 625 Sullivan .Ave. GC zone. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation 7 INTEGRAL COi. ORE E ' Pp 1 pp SEE ELECTRICAL �I I Commission. 3 1 PLAN - �"" 4.. CURB (TYP.) ..... Assessor's Map and Parcel Number: Map #111 Parcel # 44 STEEL BOLLARDS P. ti ONTRC�L 5 L-6 • . • Y JOINT (71YP.) L-4 • ::: More particularly bounded andl described as follows: 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning NORTHERLY: e,ul7ivan Avenue, 380 feet. more or less; Regulations. 10.5' X IT CONCRETE PAD FOR I I EX. WETLAND / Q y 5. All plans used in the field by the developer musk bear the stamp and authorized signature of the Town of GENERATOR TO CORRESPOND WITH 107° -� 74.54' I Q �o a ; EASTERLY: By land nowor formerlyof 64t Sullivan Avenue Assoclates, 714 feet; South Windsor. MANUFACTURER'S REQUIREMENTS - �\\ 6 I �oa� aa� , , J3 SOUTHERLY. By band now or formerly J. and Andrea L. Pudeler. 564 feet• 20 2 18 Jao' S and . 6. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. BOLLARD LIGHT SEE ' 2n WESTERLY: By land now or formerly of Anthony P. and Michael D Angcflo, 489 feet, 7, The building street number must be included on the final plan: N/F MANEELEY cA ,2 mon. or less, and by land now or formerly ofl?bilip E. Toussaint, 218 feet, (V.852, P.125) COURTYARD LAYOgI I ELECTRICAL PLAN I f more or less. DETAIL PLAN �L-7 Pavement markings must be maintained in good condition throughout the site drives and parking areas. GENERAL COMMERCIAL ZONE ALTERNATE o I 8 BUILDING STOOP (TYP.) ui L:b 9. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. V X 5' CONCRETE PAD FOR l TRANSFORMER TO CORRESPOND I TRANS C RB OWNER OF RECORD: Town of South Windsor 10. The Town Engineer's review comments dated January 5, 2007, must be addressed to the town Engineer's WITH LOCAL UTILITY COMPANY 4, ( (BOTH SIDES) satisfaction. REQUIREMENTS 0 5 5' �co ® 16 ' Dated at South Windsor, Connecticut this `) day of t , 20�, at 11. A waiver of 48 parking spaces is hereby granted. 191 Pr)I I ARnc zla:AR` .� , N/F D'ANGELO BROS., LLC V , , ,. .11 r r, a b 1 o+ a .> -a,... e, :Ao at. a-. 4- ')At :,ro �` ` ""' �- rL. ralKirlg spaces wet► uc aculi%cce tv 10 eclogue tie ueuca av WILIWI ulv uuvs way w 4-1 weuo. -' • �`"11 �•.� o a: � V.1098, P.147 in accordance with CGS Section 8-3d RAM''- FLUSH I rRGRAL Black and white transparent mylars of Sheet L1; A-2 Property Survey with the above modifications, together V CHAIN LINK FENCE GAS 1 • CURB ' GENERAL COMMERCIAL ZONE C (� i�"� r ern' o ! < I`��-. with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) METER ENCLOSURE L-9 i Q �`�I� 3 FLt1SH SIDEWALK RA. Patrick Kennedy, Chairm must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this WITH IaE:TE C-ABLE Planning &Zoning Commission Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the I ,1:... AM Oo`� VVARNINGS1RIP_..... mylars. 1 • 5 Received for record this day of , 20_, at •'• A .0 ... ElL.. PARKING / A After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the - PLAN EN EMENT {I N South Windsor, Connecticut ATTEST: Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. MODULAR BLOCK RETAINING WALL i _n WHEELSTOP ( } M� IAfCTi w N V'O I G: The attached Special Exception form must be completed and filed in the Town Clerk's office. The special 4 Gn ���, REMOVE EXISTING VEGETATION AS _ Exception will take effect upon filing. z .......:.A.. o u E � It M /� P P� O V �\ L �� O u E u o n. Sincerely, • :.. BEGININTEGRAL.. .: � � REQUIRED. SEE SHEET L-3 FOR \ NEr PROPOSED TREE LINE. STEEL -BACKED 00, 1 j - _.....•....-.�_.. ......... _ TIMBER L-5 �' `' �........................:.�.�2.Q2':_ � � }.: ; ," GUARDRAIL $ BEGIN (2) BOLLARDS .0�� : CONC. CURB_L- FLAGPO E - BOLLA S -/� 20' 20' ro Ut'LIUH 1I O Go RESPOND R' I h 9 FLAGP E (3) PARKING ( ® END 2 SITTING AL g5o.: I1 110 INTEGRAL L-5 ALTERNATE ONC.CURB s, 84I. s' S I L g c ® -am 4M EX. WETLAND„LO 8t�,L8°TS N c� I R2n- n4� I �� + STOP LINE START- CURB - 10.43 p 4p t- PAINTED WHITE URB CUT STRIPE (TYP.) - S3 3•--- - - - - ® 6ULL�V, N VENUE (R �9 )77-1 = ONE WAY OUT - EMERGENCY ��b L8 -7 IGNAGE VEHICLES ONLY INDUSTRIAL ONE 33N33 3Q030iS TAX ASSESSOR'S CURB CUT TWO WAY FOR PASSENGER VEHICLES ONE WAY IN ONLY FOR EMERGENCY VEH- CLES 40 0 40 80 _1 1"=40' KEY SIGN QTY. O51 ONE WAY 2 s2 STOP � 1. PRIOR TO COMMENCEMENT OF ANY SITE WORK, AMEETING MUST BE HELD WITH TOWN STAFF. yPatrick Kennedy, Chai Jan 2. AN AS -BUILT PLAN IS REQUIRED PRIOR TO ISUANCE OF A Planning and Zoning Commission CERTIFICATE OF OCCUPANCY PER SECTION 8.1.11 OF THE I - ZONING REGULATIONS. PK/jsv 3. ALL PL .WS USED IN THE FIELD BY THE DEVELOPER MUST BEAR Enclosure THE STAMP AND AUTHORIZED SIGNATURE OF THE TOWN OF SOUTH WINDSOR. 4. PAVEMENT MARKINGS MUST BE MAINTAINED IN GOOD CONDITION THROUGHOUT THE SITE DRIVES AND PARKING AREAS. 5. ALL FREE STANDING SIGNS AND/OR BUILDING SIGNS REQUIRE THE ISSUANCE OF A SIGN PERMIT BEFORE THEY ARE ERECTED. 6. THE PLANTS THAT WILL BE MOVED TO A SECURED AREA ON THE SITE SHOULD BE DONE ONE MONTH PRIOR 1Yl START OF CONSTRUCTION. 7. SMALL HAND TYPE EQUIPMENT TO BE USED FOR THE CLEANING OF THE DITCH TO FACILI T ATE FLOW, YET NOT IMPACT THE STRUCTURE OF THE DITCH. PLANNING AND ZONING COMMISSION DATE INLAND WETLAND AGENCY/CONSERVATION COMMISSION DATE cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal SURVEY R"FF R I :N,C SURVEY INFORMATION FROM A-2 SURVEY ENTITLED: "TOPOGRAPHIC SURVEY, PROPERTY OF TOWN OF SOUTH WINDSOR, 625 SULLIVAN AVENUE, SOUTH WINDSOR, CT", SCALE 1" = 40', DATED 1/13/06, REVISED 1/04/07 BY DESIGN PROFESSIONALS, SOUTH WINDSOR, CONNECTICUT. THE ADDRESS IS 625 SULLIVAN AVENUE. APPLICANT'S NAME: TOWN OF SOUTH WINDSOR / SOUTH WINDSOR FIRE DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 860-644-2511 FAX: 860-644-7280 625 SULLIVAN AVE. IS LOCATED APPROXIMATELY 760 FEET WEST OF WEST ROAD AND 2100' EAST OF KENNEDY RD. c� sophisticated sire Desigw Landscape Architecture Civil Engineering 114 West Main St., Sulte 201 New Britain, CT 06051 P 860-612-1700 F $60-612-1757 www.todesignile.com O O O O� \Y� O O OO O O O O O � � O h`! O O � O O O O vd JACUNSKI HUMES ARCHECTS s LLC i FENN PLAZA 121 FENN ROAD I NEWINGTON, CT 06111 T' A V O/n /_/•7 n1 9 A P Sill OUV-UV /-J11`t TEL 860-667-9221 GRADING AND UTILITY NOTES . 1. PROPOSED GRADES INDICATE INTENT. THE CONTRACTOR SHALL MAKE w MINOR ADJUSTMENTS AS REQUIRED TO MEET FIELD CONDITION. l 2. CONTRACTOR TO TAKE AND, VERIFY ALL DIMENSIONS AND CONDITIONS OF OF> THE JOB AND BE RESPONS113LE FOR SAME. NOTIFY SITE PLANNER OF N/F PUDELER >° DISCREPANCIES PRIOR TO 13EGINNING WORK. (V.1703 P.154) Qom'' 3. EROSION CONTROL FABRIC TO BE USED ON ALL SLOPES GREATER THEN 3:1. ' �� 4. STRIP AND STOCKPILE TOPSOIL FOR REUSE ON SITE. N/F RDDC PROPERTIES, LLC RURAL RESIDENTIAL �,O�, I „L I, 22.29 S - - 5. PITCH ALL WALKS AT 2% CROSS SLOPE UNLESS OTHERWISE NOTED. (V.934, P.137) 3 VbZ 22.09 S 1 \ 1 I 6. ADJUST ALL EXISTING AND PROPOSED UTILITY FRAMES, GRATES, MANHOLE -= - %--X--X- - �-- - '' x-'' �X �% �L8 SO �&&, I I I COVERS, VALVE BOXES, ETC. TO BE FLUSH WITH THE PROPOSED SURFACE X.."...' X." x .... " " ....% .."... _.'.•.'.".' X.'...'."..... x ...... . ........:_.................................... ......... .......... I ' ""' "' ' "' ,.................. .�� I q I FI FVATinNS WITHIN THE I IMITS OF CONSTRUCTION, ,.•.,.,.�.(,... ... ..... 3CivJ 1' 38ir�. u3tiiivn...."..°.°....................Y-.i 1� . - . 1 ,- - - GENERAL COMMERCIAL ZONE\".•:":".".".-.•.•.....::::::::::::::::::::'.::::::::.:::..:::.".".'.'.'.'.'(-- �."�yG..'.'.'..'............................................... I \ ............................................................... .�.............. �".'.'.'.'...." '.'.'.'.' I. - S O BE ABANDONED SHALL E STING UTILITY LINE T .... 7. ALL XI ). I \ ! . .6......... \ / 2' \ COMPANYREQUIREMENTS. �.......... ABANDONED ACCORDIN(a TO UTILITY MP C. BE ABAND N j 1 ....................................................................................... ... .................. ...'.'t .......... . I "" SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE ................................................................................................... . ................ . i 9. ALL WORK ............................................................................................. ....... (11 f STANDARDS. ..............................................................................................................TOWN OF.SOUTH WINDSOR........:.:.....I..........:....' M �a6 � � \ oa .... i.... i ......'.' '.°. 'SiN� IQL ABUTTERIj X 10. ALL EXCESS MATERIAL, EXCEPT TOPSOIL TO BE REUSED, SHALL BE DISPOSED ... .330960 1:.. . •F . ?:':'.'.'...'..::'.'.'.'..'.:.'...'.'.'.'........ M. 50 BUFFER (RE1�� \ r ! OF OUTSIDE THE PROJECT LIMITS. _......j.. � 1 .".'.'.'.6' '.ACRES:•:•:':':':':':':':":•::•:':':':':':•:':.':'.'::............. -..- \ .....•."::".'."..".'.'.'.'.'.'.'.'.'.'.".'.'.'.'..".'."..'.'.'.'..'.•.'.'..".'.".".'.'.'.'.°.'."..'..'.."..'..•..•.'.•..•.•..'.•.•.•.'.".•..'.•...•.'.'.'.'.'.'.•.'.'."................................................ - - - / 11. REFERENCE IS MADE IN THESE DOCUMENTS TO THE STATE OF CONNECTICUT T .-..-..-.._I.....................................................................................................................:........I....... _ ._ - Star- 15' REAR YARD SETBACK \ - '.'." .''�-.'.-.'.-.'.-.'.-.'.-- '.'. ... 7 a I / / DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, .................................................... ....-..'..... ... ...'./..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'. - - - I / / oolnn_cc Akin Inif�InCAtTAt ��nAICTQt 1l�TI�A1 C�F�NA Ai N` 7vn.4 AND ....................................T.,.-................................................... ... i o ! % I SUPPLEMENTS THERETO. -,� ....'..................�.�. 12. DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S OR ............................ L:':::': :................................................................... I a .......................................�........................�._ M 1 .................. ............................ .............................................. .'.."I..'.'.'.'..'...'.'.'.'.'..'.'.'..'.'.....'.'.".'.'.'..'.'.'.'.'.'.'. �'''' ':; ?'-:.''.. . -:'_ ._: .'. .'.'. Z Y ! n, ANY OF HIS SUBCONTRACTOR'S ACTIVITIES DURING THE CONSTRUCTION ........V.:':°::"::":' :': :::": EkWET�AND..... '........................................................................� .- ........ 6 v 1 �, ..................................... / _ ..�.� �2::� I f f PROCESS SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT NO .................................................... ,:...... ................ �� L:� I I I ADDITIONAL COST TO THE OWNER. ' ' .. -,- �,.' , ,- .'' .. ' EfENTI i�/ 9ETENTION 2 ' .: w RACTOR SHALL BIE RESPONSIBLE FOR ALL DEWATERING DURING 1. a..'.'.'::..'.'..'.' a 8 I 1 13. THE CONT .".'.'.'.'.'.'.'.'.".'.."..".•.".'.'..•:':':•:.'.•...............'....'.'.'..'. SHRUBBY FRINGE (FEW SAPLINGS) BA IN- , 1 I I THE EXECUTION OF HIS WORK. o.'.°.'.'.'.'.'.'.'. :.[. r........(>..':.':..'::....'.'.::....'.".: EXCAVATION: LESS THAN OR p Z2 ..•: �[N 67 WET BO OM cc 11 I I 14. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS DEVELOPED FROM ::I tn::::::::::: 2 v ........'.... 2 �� E�OREBAY TORAGE EQUAL TO 15" (AVERAGE 12") � } t C.0 Up w I I THE BEST AVAILABLE INFORIMATION. THE ACTUAL LOCATION OF EXISTING �'' " !`XCEEDS 10 /o WQV BASIN MEADOW /SHALLOW MARSH ('� I I UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ...........................� .. �NO ! 2' I 1 EXCAVATION ACTIVITIES. I > � . . � -... � ' . ' . R 8 15TORAGEI EXCAVATION: 15" - 24" to co �' FVy 1 0 I I 15, ACCESS AND UTILITIES TO EXISTING FACILITIES MUST BE MAINTAINED BY ". v......................... ,M '' i q I :sir.°.°.°..".°.°.°.°..:.°..":.":.°.°. pZ Rq I MARSH I SEASONALLY ��, I I THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE m rT}- FLOODED/ PARTIALLY SHAD 13 • . I I CONTRACTOR MUST MAINTAIN THE FOLLOWING ACCESSES WITHIN THE �.,�, / P 1 �...............".'.. ah _ aQn I 1 I I I nnr% I=n-r ol-M. i".".t .................. / - I EXCAVATION: 24" - 36" ;...: �................. t EA (T YP.) - � I/ r-nv.rw l of I �. •.". '.'.'. / .".'.•.".".•..� ...... �.' , :1:°' �:'''.'.'.'.''.""" I ��` .....:.::.:..i .' ''.......: "' !''' PLAND REVIEW AR I I/ I I A. SUFFICIENT TRAVEL t_ANE(S), APPROVED BYTHE OWNER, TO I I:" ��''' '':":°:":° ° 6a • :::::::::::::::::.. _.::.:::�:': I >i I I ENABLE ALL EMERGENCY VEHICLES TO ACCESS THE ENTIRE PROJECT SITE. 1 BERM AND '.. 8..•.•....'...'.'.....' BASIN BOUNDARY _ - �88' I 7 0.:':...................... !... � I I I I "" """" RIP/RAP ' cp I 16. WHERE FIELD CONDITIONS I� - • ./.... . -..... ALL FOR ON SITE ADJUSTMENTS OF FINISHED L-6 IMPERVIOUS CORE �M / I APRON L-6 "' I ' ,� . 1 III i I GRADES THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION. .1.'. t 6� \\ FU85.41 L.:':':....EX: WETLAND:.::': �a > y \ l \ f I 17. CONTRACTOR TO VERIFY THAT ALL EXISTING UTILITIES THAT ARE TO BE . I \ -, ° ° ga `� '.' ` \ \ \ I I I REUSED ARE FUNCTIONAL. 5 TEMPORARY PERFORATE 1 ! ! L-6 STAND PIPE OUTLET DURI �:I. �M � v v o 0 0 o v v v v '� :"::':'.....°:°:°:":°.. a �� MITIGATION WETLP�ND j I vvvv vvvv°°°°°°° a TRANSPLANTING NOTE CONSTRUCTION FOR '�I vvvvv vvvvvvvvvv vvvv._...... vv vv vvvvvvvvvv°vvv v� II II I i 1 I vv v vvvvvvvvvvvvSwvvvv II I I SEDIMENT CONTROL { LP85 vvvv °°°°°°°°°°°°°°°°°°° N\ J �� ll. + v v ° vav 83 + v v ���- o o ° TREE CANOPY E[3GE ' i I 1 I NATIVE PLANTING MATERIALS AND TOPSOILS SHALL BE TRANSPLANTED UNDER 1 A ' 1 "o v 7 17 '" v v v v v v v v v v v v v v v / I 1 1 THE DIRECTION OF A WETLANID ECOLOGIST WHO IS ALSO A REGiS T ERED SOIL OUTLET STRUCTURE 1 \ I v v v v v v ° v v v v v I ,� L_6 TF 87 5 1!. �' - / / ° v v v v o 0 0 ° ° ° ° ° ° v o 0 0 0 °i �m SCIENTIST. TRANSPLANTING C>F THE STATE THREATENED PLANT, CAREX FL 87 4" RECT. WEIR j \\ / ° ° 0 0 0 0 ° i ° ° ° ° ° ° � Q�I CUMULATA (CLUSTERED SEDGE) AND UNCOMMON VIRGINIA CHAIN FERN { I ° ° ° ° ° ° u� i� (WOODWARDIS VIRGINICA) SHALL BE PHOTODOCUMENTED, AND TRANSPLANTS \ vvvvv vvvvv FL85.5 1.5"DRAIN .+1 � - °vvvvv vvvvv -�I FL 85.5 12 OUTLET 1 t LP 5 I I SHALL BE CAREFULLY MONITC)RED. (. �+ 7 RIP RAP 899 ` vvvv + vvvvv 7 I V.1 L-6 APRON + -- ° o°oo LP83. vvvvv 'i./ I 30 LN 6" 1.' I FL 85.94 v o 0 0 �. ) 0 ov o° / ' I N/F D'ANGELO BROS., LLC L-8 PERFORATED N- I °� tv `� o 0 0 0° o o I (V.1096, P.205) IN IPEINSTONE 1.' N P 2.2 vvv vvvvvv I f LEGEND EXISTING PROPOSED PROPERTY LINE _ _ WETLAND LIMIT WETLANDS TO REMAIN WETLAND TO BE ALTEREDE= BUILDING/ // CURB ------ 101 ----- CONTOUR 1 FT 101 - - -105 - - - CONTOUR 5 FT 105 x 105 SPOT GRADE +105.5 FLOW ARROW STORM DRAINAGE PiPE --------"-"- CATCHBASIN 0 YARD DRAIN O MANHOLE PARKING LIGHT W=o BOLLARD LIGHT s UPLIGHTS w w WATER LINE w W--- -G-G-G-GG- GAS LINE G G -s-s-s-s-s- bAN11ANY SEVVER ' s TELEPHONE & ELECTRIC ��,. 49, DOWNSPOUT ■ DS . RAIN LEADER 0 RL CLEAN OUT • °O 0 UTILITY POLE 0 FIRE HYDRANT GUARDRAIL o 0 0 0 0 0 0 CHAIN LINK FENCE BOLLARD ° FLAGPOLE o SIGN i DRA P / vvv v v v v v v t lot x setr ��W" st,t FOR WQV DRAIN I ,,- °°° I °vvvv° � I I `O 888 ♦ 7 v v v v v v v I GENERAL COMMERCIAL ZONE ? c,�7 �. � 59h' 15" CP C 0.50% + 89.9 // 00 r \� 91 � ° ° _... I I I x � %I�cU12 0Ye v o"A &P y 6 7•CYcun o Souti2 Lv� 7 •..A G , „ v v v v v v v v v v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 ° �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 L-6 RIP RAP APRON. . I AND . 59. 12 RCP , / ` o°2c v v °v °v v v v v vv v ` � ii t !~O �� TELEPHONE (860) 644.2511 O TELEPHONE (860) 644-2511 oit•co sox.coe WITH MODIFIED SIZE � /ha 0'S /O , .- � 99 RCP �-- ` ° �v v v v v v° �y � I / t February 21, 2007 RIP RAP ..1. 1 1 Q' / i v alry a , I J.. 1 \ ! / ` HP g 1 10' WIDE EMERGENCY:{: 1 1 �I __ - �_i it SPILLWAY WITH �w;I: i iti� \ PERMANENT EROSION mI t�:�. a� ,, 91.8 CONTROL MAT f,)): : _:; ::; -%A4 , � JI wl. ;t:, PROPOSED FIRE �i.1. ;;::,; Wit-. I I HYDRANT MUELLER . �. E:': 1 \ \ CO. MODEL A423 rFt1Kl. � \ 5.25" SUPER .... : I CENTURION 250 .. I .I - r 3 WAY OR EQUAL rr " PCB 3 CL 1: i . \ HOODED (TY \ ./ \ � TF 90.1 . I FL 87.28 1 On71 FL 87.23 12" 1 3 STEEL BOLLARDS (TYP.) : I 1 h=' 1 -- GENERA 1 OR ON - CONCRETE PAD 91.( -.y �:.:.. 91.5 TRANSFORMER ON 1' :: I ' 8 N/F MANEELEY I I.7 ; \ ��o CONCRETE PAD :', wIb-_ (V.852, P.125) TW 92 � I e �' \\p,N GENERAL COMMERCIAL ZONE BW 89 1 j:.:';' ` \ tz ,� I TW 92 .'.".'... . COORDINATE BW 89.Ot3v I:•:•:':' . METER LOCATION r -4 ¢,' WITH MECHANICAL i�� ;:,,;., A //,O., DRAWINGS �, ,•1.'.j&.... 1 I' CLEANOUT TO G L-5 GRADE (TYP.) I 1 1 STEEL -BACKED 1..:� 11'. 9 TIMBER lad. \ L-5 GUARDRAIL �I `:':.}. TW 92 I �:.:.`la BW 88 i 1::1. �' I H , I I.. . I I I; •. NETWORKING II CENTER RET. WALL HEIGHT i i•:':::I , „ VARIES FROM 1.5' TO 4.3' I 1::.:.. I 2 SCH-40 GAL. STEEL VENT 91 1-1tf.['_t1 G%['�lNI I[9Ct V CA OTt•kICi1 CO �..V \ � nlJCrl a7Cl1UrICL I FP%OI CIVGU i i.'.'.t W I*1y TO BUILDING WITH SPLIT I teal I:.•.... I , RISER HANGERS. FINAL I TW 92 84 /L :- LOCATION TO BE APPROVED BY ARCHITECT. 1, BW 186 ; ; ; :Ii 0 .. . M. I. -- - ---- --- - - --- - -- -- --- - - - - COORDINATE WITH "YANKEE GAS."--� I �:.:.j'�"' . CONTRACTOR TO EXCAVATE I 1'.'. TRENCH. 4" G.V. ..�.\\:.. YANKEE GAS TO LAY PIPE, 6" G.V. _ \ �. i FURNISH AND INSTALL METER. -CMRACTOR TO BACKFILL EX. WETLAND >.T ) TRENCHES AND PIPES 6-�,,.wING--G-G BWG88 7a d� 9 *$ DOWNSTREAhk ---------le ----= __=`\____ ?IJJ�D WALL-��F.ES. .L - le1� ZP EXCB *rlvl . . w_IE89k9,-R€8TFiAIN�16 ! b�'�`7 INV.83.9 JOINTS?; L� „ INV.k,701 88---,\� �- ��,� j , 6V 'D " ' *yam ;�> `� 1'26oC6Qw+412 X 6,�IPPING NOTE: �' °> SLEtV 'AND 6" REPAIR SULLIVAN AVENUE TAPPING GATE PAVEMENT DAMAGED BY VALVE UTILITY TRENCHING PER DOT STANDARDS 1`` i I ` I 91 WM 91 N I r maa ` FL 87. 91.8 1 _ '- - - -"` \-PCB 4 "C" HOOD D -PYD3 TF 90. 0 TF 89.00 FL 86,4912 FL 85.9111 FL6. 415" / / �`/o. I / / / V / / // / �4'Io / i /�0 90 .101 to i i 5 I-= \ \ 9c, 104.2' 6" HDPE \ ROOF DRAIN \ 91 \ -\ 92.0 I _ MCI I of 6r. O COfN V_ 91.5 - M � 01 /I / I I TF 91.19 8 L8691 DS 88.9 ic o°�� FL 84.861N -81 �> FL 84.62 O , IF'� 89.40 0 M ,8b LC TS N G-G G- 88 + G ` �. _ .�- G_ 6AS N �. �.. - -=_-===-=-=====-=::== - - - 1 F =_------- 6"tIDPE� HOODED 12" RCP - ROOF DRAIN - IF 818.94-�0.50% \ .: :�41D:1:::::.:.::::::::::: --DOMESTIC \;, WATER. RESTRAIN ����^, ALL JOINTS tiA wQ 12 X 4" TAPPING SLEEVE AND 4° ENDUSTRIA kL�'ONE TAPPING GATE , � VALVE ,aa rI I 9 _�-- a- I� 1 cc -90.9 r = I a r js I I to Ui to T %r� 3IN I 9_,p3 9 .- / / / / 1 / k l_ \,\\,;���� I 't T'ORM TRENCH 8 0Z PR+ 11' I) 1 P) Q`�S� ' I PCB5"C' �J� I OODED I 1 �Q` I I a F 89.7,0- L- III FL 68:45 a aJ I L_ 0 I / I I j � I A. I.'.'.'.'.'......'.'.'....v.......'.... .. X" ,• i Il EX. WETLAND 11 6 1 III...:....I......... I 1 ?k boa`s 1 JS /: f/.; / TaNZ.0 1....' ' / 22, j i A. 2:1 SLOPE MAX. / � / �, ' �N 1/ 1 I ' / 06 PCB 6 "C" i" / \,,9 H6bDED / 1 . .TF 89.90 I / ' ..... .21. I \::::::. ! N/F D'ANGELO BROS., LLC r // '::-VEG-•P� i1N_. _ POOL / I (V.1098, P.147) :':':':'ANQ':LEVEL: F AI R / I / GENERAL COMMERCIAL ZONE WI�'H'HYDf�O7i ..... PLA.NTING8:: 1 / / :•:•:':LENGTH-=''-. L.F. I � .5..-..'-' FL=87:00.;-:. -1.'-: ' o, I / � 1 .......... iN.. "1 JJ_ 0'5':..: piC E.. IBLE / I v PARKI PLAN / I �/ , o :". ':\':.'ENLARG MENT i mob/ \........................ tX. WET�A .:::\:::f::::::::::�C.:: t,... 1\ \ 0.:50% �, I / II :.::�YD 1.: P . :' i I I 88.50_ ti: :TF . L-ts FI: $0:5? :::::::::::: I 5fl FRONT •ARD,�Q I II t :30:3'...�....�:::.................. IIw1'8-so- �80::':':•:•:•:•:•:":•:•:':•:•: I VEG PLUNGE POOL AND PVC.@0:56% t I , i t SPREADER WITH........ _ ..... �_ II .- HYbROPHATIC PLANTINGS .3'1�>s',.':.':................. %\) I1�o� •e,'�f•YP.) '.'.'.'.'.......................�M/ � '� 62 LENGTH = 30 L.F. FL =: 86080:.........:.......... ,b . ...... ......... 3�N3 30d>I001S 111111 « , / 9I��M 1�88� - -G 114faniT`h^ G - -_A=------------ r-------- a nc ni , vu.u, - fir,_ HOODED �. 2 -,' � � 6" SDR-35 , rb .� 0 � TF 88.77 o,rz `�� @2.0%MIN W E &4O_8, 12-G4,P.WATERMAIN W January 25, 2007 Certified #70042510000398029684 Jacunskl Humes Architects, LLC Attn: Brian Humes 121 Fenn Road Newington, CT 06111 I RE: Appi. #06-63P - South Windsor Fire Station, 625 Sullivan Avenue, GC Zone Dear Mr. Humes: At the January 17o 2 0 07 regular meetln< . the Inland Wetl ands A encY/Conservat'o n Commission approved with conditions application - 'Town of South Wlndsor- 625 Sullivan Avenue - Inland WettandfConservation Commission application to construct a building, parking, stormwater structures, and associated Improvements on property located southerly of Sullivan Avenue, General Commercial Zone (GC). This approval is subject to the following conditions: 1. One blueprint copy of the entire ;set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans subraittad 10 Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall Indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit Is valid for five years and shall expire on January 17, 2012. It Is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be Identified on the plans. South Windsor Fire Station January 25, 2007 Page 2 6. The plants that Will be moved to a secured area on the site should be done one month prior to start of construction. 7. Small hand type equipment to be used for the cleaning of the ditch to facilitate flow, yet not impact the structure of the ditch. Very truly yours, ElizabeflIt A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official TO Design, Inc. REMA Ecological Services, LLC Town of South Windsor V V E, FL 86.07 12"'Ift . „I - -= / 5 \ 40 0 40 80 oa`a- ti SAIVE'i AFii( i RENCH , �, - J _8s� ` v ,a� `� L-8 c` c4 v > '� 1"=40' EXISTING SANITARY STUB VERIFY LOCATION AND FL IN FIELD TAX ASSESSOR'S CONTRACTOR TO USE EXISTING LATERAL IF FOUND ASSUME CONNECTION WATER MAIN FOR PRICING ASSUME CENTERLINE OFO OWN ROAD CONNECTION MAP 111 -PARCEL 44 Mark G. Smith, P.E. PERMITS: TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION APPL. #06-63P SOUTH WINDSOR FIRE STATION, 625 SULLIVAN AVENUE, GC ZONE APPROVED JANUARY 17, 2007 TOWN OF SOUTH WINDSOR PLANNING AND ZONING APPL 06-63P TOSW FIRE HOUSE #3-SPECIAL EXCEPTION & SITE PLAN DEVELOPMENT APPROVED JANUARY 23, 2007 TOWN OF SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY APPROVED FEBUARY 6, 2007 114 West Main Street New Britain, CT 06051 Re: South Windsor Fire and Ambulance South Windsor, Cr DearMr.S ---' -- -- - _._._.. .-.-.__..._ . - . _. _. The South Windsor Water Pollution Control Authority, at its regular meeting of February 6, 2007, gave approval to the application for the South Windsor Fire and Ambulance located on Sullivan Avenue, South to the Town's sewerage tam as shown on pl ans entitled "New Facility for Windsor CT for connectionY g sys p r Connecticut" Prepared b South Windsor, 625 Sullivan Avenue o the South Windsor Fire and Ambulance,P Y ect , .: 033A-L and Utilities PI Drawing No:. L 2 Pro no 5 i LLC; w Britain CT. Grading a J 1'O Des New an, g p� g C'1 and 8/07 P&Z• also Site Details Drawing 7IWWC a 1/1 4/2 � with revision dates of 1l12/200 g Dated 12l1 006 w n No.: L-8, Project No.: 5033A-L, Dated 12/1412006, with revision dates of 1/12/071WWC, and 1/18/07 P&Z. The approval was subject to the following conditions;. 1. A general permit for the oiiigri . separator must be obtained from the State of Connecticut Department of Environmental Protection. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written ve-;&_^ i.crI ^f the Town. Staff that said sanitary srwgr line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction This approval letter must be superimposed on the final approval plans. Very truly yours, 4 �e Joseph J. Carino Chairman Water Pollution Control Authority . . JC:ead Cc:' Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector STATE OF CONNECTICUT"'">? DEPARTMENT OF TRANSPORTATION i©� DISTRICT I 3107 Cromwell Avenue .. Rocky Hill, Connecticut 06067 Phone: March 8, 2007 TO Design LLC One Post Office Plaza 114 West Main Street, Suite 201 New Britain, CT 06051 r Attn: Mr. Mark G. Smith P.E. Dear Mr. Smith: Subject: Proposed Fire and Ambulance Facility. Route 194 Town of South Windsor We have approved your plans for the above -noted subject revised January 18, 2007, entitled -NEW FAC7iL11 Y FOR THE SOUTH WINDSOR FIRE AND AMBULANCE". • Please submit a complete application (State form PMT-1 Rev. 5191), a Bond (State form CLA-5 Rev. 8/00) in the amount of $10,000 In the contractor's name, a Certificate of insurance (State form CON-32 Rev. 7102), (see "Insurance Requirements" enclosed), a check or money order in the amount of $100 payable to'Treasurer- State of Connecticut". Should you have any questions, Mr. Peter E. Palazzi, District Services Agent is available to discuss them with you. He can be reached at (860) 258- 4640. V truly yo 'ly pem avid A. S ckre- Special Services Section Manager Bureau of Engineering and Highway Operations Enclosure cc: Town Planning and Zoning All Eq SURVEY REFERENCE SURVEY INFORMATION FROM A-2 SURVEY ENTITLED: "TOPOGRAPHIC SURVEY, PROPERTY OF TOWN OF SOUTH WINDSOR, 625 SULLIVAN AVENUE, SOUTH WINDSOR, CT", SCALE 1" = 40', DATED 1/13/06, REVISED 1/04/07 BY DESIGN PROFESSIONALS, SOUTH WINDSOR, CONNECTICUT. sophi..sdaclteci site nes"t.9w Landscape Architecture Civil Engineering 114 West Main St., Sutte 201 New Britain, CT 06051 P 860-612-1700 F 860-612-1757 www.todesignllc.com 't W V O a W 7 l Q `N_ d JACUNSKI HUMES l\( I 111 l l .("l FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Grading and Utilities Plan PROD. NO.5033A-L DRAWING NO. SCALE: 1" = 40, DATE: MAY 1, 2007 L-2 REV: BUILDING AREA - PLANT SCHEDULE N/F RDDC PROPERTIES, LLC (V.934, P.137) GENERAL COMMERCIAL ZON LEGEND PROPOSED PROPERTY LINE YARD LINE - - - - - - - WETLAND LIMIT ---- - - WETLAND REVIEW AREA - --- -- - - - - WETLANDS TO REMAIN BUILDING CURB EXPANSION JOINT CONTROL JOINT LIGHT BOLLARD LIGHT • UPLIGHTS DECIDUOUS TREES C + SMALL FLOWERING TREE O SHRUBS PERENNIALS GROUN C D OVER LAWN SEEDING�- SLOPE SEED MIX MULCH BED PEA STONE SEDGE AND RUSH PLUGS AND CATTAILS DETENTION BASIN BOTTOM MITIGATION WETLAND CATCHBASIN YARD DRAIN MANHOLE EX. TREE CANOPY PROPOSED TREE CANOPY UTILITY POLE FIRE HYDRANT vvvvvv vvvvvvv + + vvvvvv 's'�'R/F MANEELEY (V.852, P.125) GENERAL COMMERCIAL ZONE PEA STON 3" DEPTH N/F PUDELER (V.1703, P.154) OS S RURAL RESIDENTIAL Sym. No. Botanical Name Common Name Size Cond. Deciduous Trees AC 10 Amelanchier canadensis Shadblow Serviceberry 2 y2 - 3" Cal. B & B BN 4 Betula nigra'Heritage' Heritage River Birch - 3-5 Multistem 3 - 3 1/2" Cal. B & B HV 4 Hamamelis virginiana Witchhazel'Multistem' 4 - F HT B & B NS 5 Nyssa sylvatica Black Tupelo 3 - 3 1/2" Cal. B & B PA 5 Platanus x acerifolia'Bloodgood' Bloodgood London Planetree 3 - 3 1/2" Cal. B & B Shrubs IC 5 Ilex crenata'Hetzii' Hetzii Holly T - 4 B & B IG 49 Ilex glabra'Shamrock' Shamrock Inkberry 2'- 3' B & B IV 42 Ilex verticillata'Winter Red' Winter Red Winterberry,i male per cluster of 7 2'- 3' B & B Pi 11 Pieris japonica'Mountain Fire' Mountain Fire Andromeda 3' - 4' B & B Perennials CV 30 Coreopsis verticillata'Moonbeam' Moonbeam Tickseed #2 Pot 18" Spacing HS 100 Hemerocallis'Stele-de-Oro' Stele de Oro Daylily 1 qt. 18" Spacing Ground cover PT 600 Pachysandra terminalis'Green Sheen' Green Sheen Pachysandra Flats 12" Spacing DETENTION BASIN - PLANT SCHEDULE See Soil Profile Detail 9/L-5 L 3 Sym. No. Botanical Name Common Name Size Note Y: BASIN SIDE SLOPES, FOREBAY BERM & PLUNGE POOLS - PLUGS LIRE PI_L1C.S AND Sedge and Rush Plugs (1) CATTAILS AT DA 100 Dulichium arundinaceum Three Square 2" peat pots Plant in single species group, 20-50, 1.5 feet on center PLUNGE POOLS, JN 100 Juncus nodosus Knotted Rush 2" peat pots Plant in single species group, 20-50, 1.5 feet on center DET. BASIN SLOPE, Sc 50 Scirpus cyperinus Wool Grass 2" peat pots Plant in single species group, 20-50, 1.5 feet on center AND FOREBAY BERM TL 100 Typha latifoila Broadleaf Cattail quarts Plant in single species group, 20-50, 1.5 feet on center BASIN BOTTOM - WETLAND SEED MIX WSM Wetland Seed Mix: ERNMX-120 (2) one 1 b/3000 SF 2 0 0 /o EI mus vir inicus Virginia Wild Rye Y 9 a d g Y 12 /° Sensitive e Onoclea sensibills ' 'v Fern 11% Carex vulpinoidea Fox Sedge 8 /° Sparganium eurycarpum Giant Bur Reed 7% Verbena hastata Blue Vervain 6% Bidens cernua Nodding Bur Marigold 6% Scirpus cyperinus Wool Grass 0 5/° Pol onum arifollum Tearthumb Y9 5% Sparganium americanum Eastern Bur Reed 4/ Aster umbeIlatus Flat Topped / Umbrella Aster 4% Juncus effusus Soft Rs 3% Asclepias syriaca Common Milkweed 3% Carex comosa Cosmos Sedge 3% Carex lurida Lurid Sedge 2% Carex lupulina Hop Sedge 1 % Carex crinita Fringed Sedge NOTES 1. Recommended Wetland Plant Source New England Wetland Plants (NEWP) Amherst, MA 2.Wetland Sea Mix: Ernst Conservation Seeds Meadville PA 16335 I 814-336-2404 www.ernstse d o a .c m I 3.Detention Basin and Mitigation wetlandsto be plantedunder the direction and supervision of a licensed o d soil scientist. I 4. Entire basin area to be seeded with wetland sea mix. MITIGATION WETLANDS PLANT SCHEDULE See Soil Profile Detail 1O/L-5 I TABLE OF PLANTING MATERIALS FOR WETLAND MITIGATION 625 Sullivan Avenue, South Windsor, Connecticut Common Name Scientific Name Form Source Hydro- Number zone purchase w Pin Oak Quercus paiustris 24" -36" or salvage C 2 EShadblow Amelanchier canadensis 24"-36" purchase C 4 Tupelo* Nyssa sylvatica 24"-36" purchase C 5 Total: 11 purchase Black chokeberry Aronia melanocarpa 18 - 24" or salvage C 5 Cephalanthus salvage or MButtonbush occidentalis 18 - 24" purchase A & B 4 Highbush blueberry Vaccinium corymbosum 18 - 24" salvage C 15 in Swamp azalea Rhododendron viscosum 18 - 24" purchase B 10 Sweet pepperbush* Clethra a(nifolia 18 - 24" purchase C 15 Witherod Viburnum cassinoides 18-24,, purchase C 10 Total: 54 uj Sensitive fern Onoclea sensibilis in soil block salvage A & B 10 wCinnamon fern Osmunda cinnamomea in soil block salvage C 30 = Bristly dewberry Rubus flagellaris in soil block salvage C 30 Total: 70 -t'iam on Soutnern perimeter oT mitigation area, as a screen. Sources (among others) New England Wetland Plants, 820 West Street Amherst, Massachusetts 01002 413 548 8000 Summerhill Nursery, 888 Summer Hill Road, Madison, Connecticut 06443 203 4213055 TRANSPLANTING NOTE SEE NOTES FOR COMPENSATORY WETLAND MITIGATION PLAN ON SHEET L-9 SITE DETAILS. IF vvvvvv HYDROZONE C o 0 v 0 0 v HYDROZONE B HYDROZONE A + + NATIVE PLANTING MATERIALS AND TOPSOILS SHALL BE TRANSPLANTED UNDER THE DIRECTION OF A WETLAND ECOLOGIST WHO IS ALSO A REGISTERED SOIL SCIENTIST. TRANSPLANTING OF THE STATE THREATENED PLANT, CAREX CUMULATA (CLUSTERED SEDGE) AND UNCOMMON VIRGINIA CHAIN FERN (WOODWARDIS VIRGINICA) SHALL BE PHOTODOCUMENTED, AND TRANSPLANTS IC AC � SHALL BE CAREFULLY MONITORED. 30 , PLANTING NOTES 2 LAWN SEEDING See Topsoil/Lawn Detail 9/L-4 I' CV 1. ALL PLANTING MATERIAL TO BE NURSERY GROWN STOCK SUBJECT TO g. PLANTINGS INSTALLED IN THE DRY SUMMER MONTHS AND /OR LAWN I rl APPLICABLE A.A.N. STANDARDS. SEEDED OUT OF SPRING OR FALL PERIODS, IF ALLOWED BY OWNER, WILL L-3 FERTILIZE ACCORDING TO SOIL TEST OR AT THE RATE OF 1000 LBS. PER ACRE ! - t...... :: :::::. _ 50' FRONT YARD SETL3A 2. THE CONTRACTOR SHALL SUPPLY ALL PLANTS IN QUANTITIES SUFFICIENT REQUIRE AGGRESSIVE IRRIGATION PROGRAMS AT THE CONTRACTOR'S - - - TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN EXPENSE, UNLESS OTHERWISE DIRECTED BY THE OWNER. WITH 10-10-10 FERTILIZER. 40% OF THE NITROGEN TO BE A SLOW RELEASE FORM. 5 VEG PLUNGE POOL AN THE PLANT LIST. IN THE EVENT OF A DISCREPANCY BETWEEN ::: ::::::• :::::::::: ': WE N 10. SUBSTITUTIONS PERMITTED ONLY UPON WRITTEN APPROVAL OF THE OWNER'S LIME TO A PH OF 6.5 AT A RATE OF 100 LBS. PER 1000 SF. :::: :::.:.:.......F ......... LEVEL SPREADER 2 SHOWN IN THE PLANT LIST AND THOSE REQUIRED BY THE DRAWINGS, THE �'i EX. TREE i I r.. '' :. ::, ::::: Pi 4 24 REPRESENTATIVE. SEE DETENTION BASIN �'1 I :::; ::: ::::::::::::::::::.:::::.: :: LARGER NUMBER SHALL APPLY. L HARTS WEAR N TEAR MIX (1-860-529-2537) CANOPY EDGE 11. PLANT TAGS TO REMAIN ON ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE. 1 I .. ' ��' = ' 180 PLANT SCHEDULE - US L-3 �°J 3. ALL PLANTS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONTRACTOR TO THEN REMOVE ALL PLANT TAGS. :: g ::. 35% KENTUCKY BLUEGRASS SLOPE 1 I ° *. SEDGE AND RUSH PLU S°' s INSTALLATION AND SHALL BE LOCATED ON SITE BY THE CONTRACTOR FOR O 35/o CREEPING RED FESCUE MULCH BED ='T' PT SUBSTITUTIONS PERMITTED ONLY UPON WRITTEN APPROVAL F THE OWNER'S SEED MIX L-3 U I ;a y2 ° o _ :::: ::::::::: ::;:::::...... ::::::::::::::::::' �a THE APPROVAL OF THE LANDSCAPE ARCHITECT. ANY INSTALLATIONS WHICH WERE 12. WHERE A SIZE RANGE IS GIVEN IN THE PLANT SCHEDULE, AT LEAST 50/o 20 /o FIESTA 3 PERENNIAL RYEGRASS o 2 o (:::: = ;:::1;. o>> j c �`` NOT APPROVED BY THE LANDSCAPE ARCHITECT AND WHICH ARE SUBSEQUENTLY OF THE PLANTS PROVIDED SHALL BE OF THE LARGER SIZE. \ a 170 10%EXPRESS PERENNIAL RYEGRASS 1 ' I c.-...... ...... REQUESTED TO BE MOVED, WILL BE DONE AT THE CONTRACTORS EXPENSE. 13. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL FOR ONE YEAR 3( 09Z 30N33 3W/\ a39ae9 1 l j 1 / 1/ 1 I TOWN OF SOUTH WINDSOR ` ` ®50' BUFFER (RESIDENTIAL ABUTTER) / 330960.1 SQ. FT. ' � v . - - - - - - - - - - - 7.60 ACRES / _ _ _ - - - - - - - - -- T - - - - 15' REAR YARD SETBACK I - - - - -- - - - - - - - - - - - - - EXISTINGVEGETATION TO ACT AS BUFFER �- EX. WETLAND --MITIGATION WETLANDS m I LU o / SHRUBBY FRINGE (FEW SAPLINGS) �' l / EXCAVATION: LESS THAN OR Q J Ise EQUAL TO 15" (AVERAGE 12") �¢ J m< I ..1, MEADOW / SHALLOW MARSH U f XE4 TREE ��9F�,R8o, EXCAVATION: 15" - 24" ^ CIO t7 CANOPY EDGE �rW / o I m / ggFq MARSH /SEASONALLY � `- 'I BASIN DETENTION 1 SLOPE (Typ) FLOODED/ PARTIALLY SHADED SEED MIX �' EXCAVATION: 24" - 36 / FBY -\Iq 17 4 PLAND REVIEW AREA (TYP') d DETE ION / �{ PROPOSED TREE/ 1I� -BAMKPLANTS L-3 FOREBAY LINE EX. WETLAND / < I 6 BERM C .. . I SOIL PROFILE :. � • • • L-5 :; vv vvvv v ' vvvv v vvvvv , ___ vvvvv vvvvvvvvvvvvvvv ........... v v v v v v v v vvvvvvvvvv ♦ / _ _ _ _ MITIGATION vv vvvvvvvvvvvvvvvvvv G ..................... .. . .................................. ......................................... ... . vvv v vvvvvvvvvvvvvvvvvvv / --_ --- 1 �*�"':"'•:•'�'�'-• -- -- ----= vvv + vvvvvvvvvvvvvvovvvv WETLANDS --- L- 1 3 - - vvvvvvvv vvvvvvvvvv vvvvv v --- ---- PLANTS __ vvv"v"�v vvvv"vvvvvv"vvvv"0000v'o\ IrIIl .................................................................................................... .................... .......... .......... ....... ... --.-_---_---_---_-_-----_-_----_-_--_--_--_-_---_- --_---_---_---_--_--- -.- --------- vvvvvv'v vvvv vvv : vvvv vvvvvv -------- *AM vvvvvvv vvvv vv vv L-5 SOIL PROFILI� .:` _______--_-_-___ �Wokavvvvvvvvvv vvvv __ ... vvvvvv vv v ----- - - - - -- .- -- vvvvvv v v vvvvv v v v •.=-- - - - - ------ - - - - -- vvvvv v vv .-------.•vvvv .. -- - - - - -------- - - - - -- vvvv vvv ! l........................ •:.�,,,,, .:�:: - - vvvv + + vvvv v I vvvv + + vvvvv ' v v v vvvvv N/F D'ANGELO BROS., L _____ __ _____ ___-::. LAWN vvv + + vvvvv + + V.1096, P.205 I ---`-__-------- AC vvv vvvvv ( ) vvv + + vvvvvv ..... : ....• HV vvv vvvvvv �,...' ::'�;c':::;:::::::::::: -� :: vvv vvvvvv . . Ivvv vvvvv GENERAL COMMERCIAL, :•:::�''•::•::::::.:.•::. •:.:'.: •.•::::::.; _.. • v v vvv v .............. .............. .. ............. ...... ........................ ........... . . I vvv vvvvvvvv. IV O ....................... ................... ....... . ..... ......... ........ ... ............ ...................... . ................................................... :..':' :::::::::.':::::: vvvvvvvvvvvvvvv .................... ... ... . ................................... ....... vvvvvovvvvvvv : C vvvvvvvvvvva�'v J vv vvvvvv v vv ...... ........ ................ ............... ... . .............................................. :::: v.�v ......... . . ........................................... 1 :.::.... zI ::::.:.::::::::::::::::.'::::::::.::.:::::::.' :•:..................::. r ..... NEW TREE EDGE :::::.........:.........':::................:�:'.' '•:. ....._..._.�.__� a I W i 5 (LINt INUIC.A I tb ry 1:::' .::.......:.......:::::::.'.'.. :.::: TREE TRUNKS) 4>� P w I NS S§tt-NNG......................... Q� J� 0 :.• 1 SLOPE I O P 7 1 I 1 5 SEED MIX LAWN IV PA :: ::: 0EPSS' .IIt:./•::::.::•:.::::' L-3 .............. ......... . ': L=4............................. J NEW TREE I IH i CANOPY EDGE I I I V' ' TREE AND SHRUB 7 PLANTING TYP. L-5 .. I M N. J nit TOPSOIL / 7 LAWNTY 1 s P. 5 .......................... L-5 WETLAND EX W D ' ..... ' I PJ o I / " I 1 �2 :.� .:. PYT I 1 I IV 22 7 ' Y. IV 4 D I I I E J BN I 20 I 1 SLOPE SEED MIX I p L-3 (TYP.) ' 4.6 AC 80 I P pT♦ate I I eCo SLOPE SEED MIX I I LAWN (V 1098NP E4O BROS., LLC 117) L-3 NEW ENGLAND CONSERVATION MIX 25 LBS/ACRE 1743 SQ. FT./LB GENERAL COMMERCIAL ZONE / C AIMAAIr_`1 AAIn 1AICT1 Anin DI AnIT[WIC Ir ' I � ,j,. VEG PLUNGE POOL AND `/ IYLYY LIYl.1 L/"IIVV YVLILf\IYV 1 L/l1VIV IIVV. •••�������:������ 820 WEST ST. AMHERST, MASSACHUSETTS 01002 413-548-8000 84• 'S� LEVEL SPREA ER \ SEE DETENTt N BASIN 4 24 C E- E BIG BLUESTEM (ANDROPOGON GERARDII), SWITCHGRASS (PANICUM VIRGATUM) I Ij PLANT SC UL USE c, L-3 JN LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), CANADA WILD RYE (ELYMUS SED AND RUSH PLUG$ CANADENSIS), FOX SEDGE (CAREX VULPINOIDES),PARTRIDGE PEA (CHAMAECRISTA FASCICULATA), FRINGED BROMEGRASS (BROMUS CILIATUS), 7 iv PENNSYLVANIA SMARTWEED (POLYGONUM PENSYLVANICUM), COMMON ti Iv MILKWEED (ASCLEPIAS SYRIACUS), SHOWY TICK -TREFOIL (DESMODIUM I : EX. WET oD CANADENS), NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE), FLAT -TOP ASTER 84 1 1 ASTER UMBELIATUS NODDING BUR MARIGOLD BIDENS CERNUA I - s CA. Is EX. HEAD WALL-- EXCB TF 89.09 INV. 83.9 INV. 82.4 ..... . .......... ... ..... ®..........................:.{:.: EXISTING TREE 2 LAWN ' CANOPY EDGE L-3 SEEDING VAN AVENUE (ROUT-E(T% 94 .- INDUSTRIAL':ZONE -SLOPE SEED MIX LAWN, 4' MIN. MOW STRIP e PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN AN ARE AFTER DATE OF FINAL ACCEPTANCE. TO BE FIELD STAKED BY THE CONTRACTOR AND SHALL BE SUBJECT TO 14. CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL UNTIL 60 DAYS AFTER THE REQUIREMENTS SPECIFIED IN THE PREVIOUS NOTE. FINAL ACCEPTANCE UNLESS NOTED OTHERWISE IN SPECS. 5. ALL SHRUB AND TREE PITS SHALL BE MULCHED TO A DEPTH 15. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES OF: 3" WITH SHREDDED PINE BARK MULCH. AND NOT COVERED BY OTHER SITE IMPROVEMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED VEGETATION AND 16. ALL PLANTING BEDS SHALL BE A CONTINUOUS PIT AS FOLLOWS SHALL REPLACE OR REPAIR ANY DAMAGE, AT HIS OWN EXPENSE. A. PERENNIALS - 12" DEPTH 7. ALL SHRUB AND GROUND COVER PLANTING AREAS SHALL HAVE CONTINUOUS B. SHRUBS - 18" DEPTH BEDS OF TOPSOIL, 18" DEEP. o TUC rnA1TDArTnD IC DCCDnA1C1R1 G GnD I nrAT1A1r_ Al I I IT11 ITICC IAI TUC 17. TREES SHALL BE INSPECTED BY THE TREE WARDEN OR o. I I IL V 1Y 111,-�V 1 V11 IV I IESI VI ,V I U l LVV,11 IIYt.I ALL V I ILI I ES IN I I E DEPUTY TREE WARDEN. FIELD. WHERE PLANT MATERIAL MAY INTERFERE WITH UTILITIES, THE e CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT TO COORDINATE 18. SEE TOWN TREE PLANTING SPECIFICATIONS THEIR INSTALLATION. L-7 TAX ASSESSORS SURVEY REFERENCE SURVEY INFORMATION FROM A-2 SURVEY ENTITLED: "TOPOGRAPHIC SURVEY, PROPERTY OF TOWN OF MAP 111 - PARCEL 44 SOUTH WINDSOR, 625 SULLIVAN AVENUE, SOUTH WINDSOR, CT", SCALE 1" =40', DATED 1/13/06, REVISED 1/04/07 BY DESIGN PROFESSIONALS, SOUTH WINDSOR, CONNECTICUT. sophisticated site Desigvl. Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P 860-612-1700 C V6Vryi2-i-iV7 www.todesignllc.com -_- I I L JACUNSKI HUMES LRIi-�1L71J1 a jzjk�Jl .�3�J.ny y 11.Aa_jkL,' FENN PLAZA 121 FENN ROAD NE-WINGTON, CT 06111 FAX 860-667-911.1 TEL 860-667-9221 Landscaping/ Planting Plan PROJ. NO.5033A-L DRAWING NO. SCALE: 1 " = 40' DATE: MAY 1, 2007 L-3 REV: z N r N Co 0 r 1 1/2" COMPACTED BIT. CONC. WEARING COURSE (CLASS 2 PER CT D.O.T. FORM 816, ARTICLE M.04.02) 2" COMPACTED BIT. CONC. 1 BINDER COURSE (CLASS 1 PER CT D.O.T. FORM 816, ARTICLE M.04.02) PROCESSED AGGREGATE BASE (PER CT D.O.T. FORM 816, ARTICLE M.05.01) COMPACTED ROLLED GRANULAR BASE PER CT D.O.T. FORM 816, ARTICLE M.02.03 III —I I i—III—I I rI I I—III—III—III—III=III=1I1=1I1=1I I—Hm=1I1= = COMPACTED SUBGRADE I I=1 I I=1 I I=1 11=1 11=1 11=1 I i-=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I. ;III- (95% MODIFIED OPTIMUM DENSITY) I PARKING STALL BITUMINOUS CONCRETE PAVEMENT scale 1 1/2" =1' 0" 2.5" COMPACTED BIT. CONC. WEARING COURSE (CLASS 2 PER CT D.O.T. FORM 816, ARTICLE M.04.02) 2.5" COMPACTED BIT. CONC. 1 BINDER COURSE (CLASS 1 PER CT D.O.T. FORM 816, ARTICLE M.04.02) PROCESSED AGGREGATE BASE (PER CT D.O.T. FORM 816, ARTICLE M.05.01) COMPACTED ROLLED GRANULAR BASE PER CT D.O.T. FORM 816, ARTICLE M.02.03 COMPACTED SUBGRADE (95% MODIFIED OPTIMUM DENSITY) DRIVE LANE BITUMINOUS CONCRETE PAVEMENT SCALE: 1 1/2" =1' 0" 6' MIN I CROSS SLOPE Co) Y4' PER 1' I co CONCRETE, 4000 PSI 6x6 W2.Ox2.0 WELDED WIRE FABRIC PROCESSED AGGREGATE COMPACTED TO 95% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T-1 Rn MFTI-I(11n n UPPER 6" OF SUITABLE SUBGRADE COMPACTED TO 90% OF MAX. DRY DENSITY AS DETERMINED BY AASHTO T-180 METHOD D CONCRETE WALK SCALE 1 1/2"= 1'0" NOTE: A 2 FT. WIDE CONCRETE LEAKOFF SLOPED AT 1/2":1' FROM SIDEWALK TO CURB SHALL BE PROVIDED TO ALLOW STORM WATER TO DRAIN FROM THE SIDEWALK AT LOW POINTS WHERE THERE IS NOT AN ADJACENT DRIVEWAY OR HANDICAP RAMP. - BIT. CURB 5' I 5' T 5' 12• TYP. I VARIES 4' MIN. t/2" TOOLED JOINTS ASPHALTIC WITH DEPTH 3/8" RIGHT OF WAY EXPANSION JOINT MATL. I P.1 ITVPIr1AI I `-NOTE: DOWELS SHALL BE PLACED AT CONSTRUCTION JOINTS AND WHERE NEW 5 CONCRETE MEETS EXISTING CONCRETE (SEE L-4 DETAIL). CONCRETE PVMT. SCORING TOWN OF SOUTH WINDSOR STANDARD DETAIL MARCH, 2005 SCALE 1/8"=1'0" I i /A" 4/0" MCDYU EXPANSION & CONTRACTION JOINTS EXPANSION AND CONTR / SCALE 1 1/2" =1' 4" REBAR o CV � o 10" SECTION FRONT SECTION 2 #3 BARS @ 3" 4 6" 6' � o- - PLAN 6' Rt BITUMINOUS PAVEMENT WHEELSTOP SCALE: 1/2" = V-0" SMOOTH TROWEL BORDER EACH SIDE OF JOINTS CAULKED EXPANSION JOINT CONCRETE PAVING 5/8" x 18" SMOOTH STEEL. DOWEL FREE AT ONE END- 24" O.C. IN LIQUID ASPHALT OR AN APPROVED BOND BREAKER PREFORMED EXPANSION JOINT FILLER ACTION JOINTS 3 6„ L-4 CONTROL JOINT 41 5" W 1.4 X 1.4 GALV. *EiDED VYIRE FABRIC — .4 ONCRETE a O G O G O O 1" RO� BASE t C� 12" It V i t_\_41 1r'% _ V'VIMV[-IL_ I C VUR0 SCALE: 1" = V-0" CONCRETE PAD (4) 4" O.D. CONCRETE FILLED STEEL BOLLARDS 20' co 117 EQ. I o� r 4' k 2' 6' 4' 4' 6' 2' r PLAN VIEW 8 DUMPSTER ENCLOSURE SCALE: 1/4" = V-0" ,.. =11—�►11�=1�=1T(=1—i�— iN-lll--1L1�lll I I 6" (FLUSH AT HANDICAPPED ACCESS) 12" MIN. BELOW GRADE BOULEVARD CLAMP LINE POST CAP 1 5/8" GALVANIZED STEEL TOP RAIL— "ACVMN" CAP (TYP.) 1/4"x3/4" TENSION BAR 6" O.D. GRADE GALVANIZED STEEL CORNER & LINE POST TENSION BAND (TYP.) FINISH GRADE--\ LINE POST TIE WIRE — BOTTOM SELVAGE — KNUCKLED (TYP.) 8" GRAVEL BASE — COMPACTED TO 95% COMPACTED - SUBBASE TO 95% SECTION VIEW TOPSOIL / LAWN NOT TO SCALE SEED OR SOD FERTILIZE PER SPECIFICATION SANDY LOAM TOPSOIL - 6" DEPTH AFTER COMPACTION SPREAD FIRST 2" OF TOPSOIL AND TILL INTO TOP 4" OF SUBGRADE TO CREATE TRANSITION SOIL LAYER SHOULDER OR PAVEMENT 9" 3" 4" TOPSOIL & SEED R=2" FINISH BITUMINOUS CONCRETE " t" 1 480*11 /�/�/� 68 BITUMINOUS CONCRETE BINDER -- ROAD BASE 6" BIT. CONC. LIP CURB TOWN OF SOUTH WINDSOR STANDARD DETAIL MARCH, 2005 SCALE 3" = 1' 0" 1 0 PVCSLA10 6" A. GRADE "A" GALVANIZED STEEL GATE POST 2" FABRIC, 9 GAUGE W/ 1 7/8"x zo 10 MIL'ALUMINUM DIAGONALLY SET PRIVACY SLATS 6X6 W2.9X2.9 WWM NOTE: ALL COMPONENTS TO BE PVC COATED (TYPE 213) sopKstlwtecl site Aestgw Landscape Architecture Civil Engineering 114 West Mein St., Suite 201 New Britain, CT 06051 P 860.612-1700 F 860-612-1757 www.todesignife.com JACUNSKI HUMES ARlt-lJ.C71_J.L Ji CTS y ll .1l (c FENN PLAZA 121 FENN ROAD NEWINGTON- CT 06111 FAX 860-667-9114 TEL 860-667-9221 13/16" DIA. HOLE (TYP) ROUGH SAWN TIMBER RAIL 3/4 " x 8 112 " CARRIAGE BOLT W/ HEX NUT & WASHER (TYP.) 6" x 10" x 9'- 1 1 1/2 " 3"(TYP.) 8 3/4" 1/2 " (TYP.) . ;D I 1 I I I I 5/8 " DIA. x 4" LAG SCREW STEEL RAIL PRE -DRILL 3/8 " HOLES 3 1/2 " 6" x 3/8 " x 9'- 9" DEEP IN TIMBER RAIL (TYP.) STEEL SPLICE PLATE i 4" x 9" x 12" BLOCK, TYPE A 6"x 3/8"x2'-6" 10" x 12" x 7' ROUGH 5/8 " DIA. CARRIAGE BOLT SAWN TIMBER POST W/HEX NUT AND PLATE WASHER (SEE BOLT LENGTH TABLE) 6" 6" PLATE WASHER ROUGH SAWN TIMBER 6"x10"x9'-11 1/2" STI 6" nnI Inu en�nrnl TIMBER RAIL 1 1/2 " POST CONNECTION ELEVATION STEEL -BACKED TIMBER GUARDRAIL SCALE: 1 1/2" = V-0" N*- V-6" WALL MOUNTED SIGN (SEE ATCHITECTURAL PLANS) 1 FINSH GRADE b 2% WASH 1611 2'-4" PRECAST CONCRETE CAP GROUND FACE BLOCK MORTOR JOINT �— JOINT REINFORCEMENT EXPANSION JOINT 2% WASH CONCRETE PAVEMENT d v !—� 2" X 18" X 24" I� PIECES q r.4 L#5 BARS R16 .TOP AND BOTTOM ` a 4, ° q° ° _#5 BARS CONCRETE FOUNDATION (SEE PLAN VIEW STRUCTURAL PLANS) SITTING WALL ALTERNATE SCALE 1/2" =1'0" BUILDING FOUNDATION x 8" STEEL DOWEL, EPDXY COATED, 24" O.C. STOOP 5" CONCRETE SLAB Itn W6"x6" ,. . $ v 4 a a c .° .° .4 d ,d FROST WALL ° as 4 d aq 4 d 4° d q d ° a °. a d d ELEVATION BUILDING STOOP a STEEL RAIL STEEL SPLICE PLATE 4"x9"x12" BLOCK, TYPE A 2'-0" 2'-0" BUILDING [I II ti 10" N r 42" ' I SECTION A -A FINISH GRADE -CONCRETE 5 " DIA. X 1 " DEPTH RECESS 5/8 " DIA. CARRIAGE BOLT W/HEX NUT AND PLATE WASHER (SEE BOLT LENGTH TABLE) 10"X12"XTROUGH SAWN TIMBER POST 4_ TO YARD SCH-80 DRAIN PVC AREA DRAIN SCALE:1 1 /2"=V-0" TOP OF SLOPE 2' MINIMUM - L ,° . .d a d Q 47 ° Y a . l'... ,° ° . ..°,11� _ Q°_ ° I .. 4' ° o - d d .a v III a .5 4 qj 4 .4° ° ° 4 °. a4 j ° ° B d ?d _ t ,d 14 a a ` %s" �4 8" ST)=EL DOWEL, 4 4 d d ° ° d ° . . ' ° ^ 4 . as tt I a ° 4 EPDXY COATED; 24" OZ. ° 4 a4 a ° a 4 p. d ° a ° d a . d ° d ° w a ° _ ° °d a d 4 qO ° ( . ' q a ° . da ° d a d a ° a ° ° - d� .I Q a' a °a \--Z—INTEGRAL a 4 d a a ° a ° COLORED CONCRET d 4 d .4 ..a ° d ° a 4 ° ° d da d ° a a d a d a �a °. 4 d° ° a 4 ° ° d .4 q ° a 4 a ° d a q 4.1 . dQ 4 . a .d . d a. d. a a 4 ° 4. ° ° e d ° .4 6-� -4at Q . °. ° °. PLAN VIEW C.I. FRAME & GRATE NEENAH #R-4370-1 6" DIAMETER MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE. REMOVE ALL TAGGING AFTER LANDSCAPE ARCHITECT'S APPROVAL. IF DIRECTED BY THE TREE WARDEN TO STAKE AND GUY THE TREES, USE 2" X 2" CEDAR STAKES (3) J \ 6'-O" ABOVE FIN. GRADE & 4'-O" INTO GROUND 3 PER TREE(120° APART) 2 IN. MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 4" HIGH SOIL SAUCER BEYOND EDGE OF ROOT BALL -7 1:1 SLOPE rWT— 8' DIA. MULCH RING AN NOTES: PLANTING PIT 1. IMPROVED SOIL MIX: 55% TOPSOIL, 25% EXCAVATED MATERIAL; 20% COMPOST. 2. TREES KNOWN TO BE A FALL PLANTING HAZARD SHALL BE PLANTED IN THE SPRING/EARLY SUMMER ONLY. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINENT LEADER. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. THE DEPTH OF THE EXCAVATION SHALL BE 2" LESS THAN THE NEW BLACK OVERALL HEIGHT OF THE ROOT BALL. REINFORCED HOSE 3 STRAND, 12 GA. WIRE, 3 PER TREE. PLANTING HOLE DIA. = 2X ROOTBALL DIA. MIN. 3X ROOTBALL PREFERRED PLANT EACH TREE SUCH THAT THE TRUNK FLARE IS 2" ABOVE FINAL GRADE. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE ALL SHRUBS TO BE DRIP IRRIGATION REJECTED. DO NOT COVER THE TOP OF THE SEE IRRIGATION PLAN ROOT BALL WITH SOIL. BARK MULCH, REMOVE BURLAP, TWINE, CONTINUOUS IN ROPE, & WIRE FROM TOP PLANTING BEDS AND SIDES OF BALL. 6" h SCARIFY SUBGRADE ANY WIRE BASKETS WILL BE CUT AND THE UPPER REMOVED AFTER THE TREE IS PLACED IN THE PLANTING AREA. TREES SHALL BE INSPECTED BY THE TREE WARDEN OR DEPUTY TREE WARDEN. TREE / SHRUB PLANTING SEE 6/L7 FOR TOWN TREE PLANTING SPECIFICATIONS NOT TO SCALE ?AR WEED CONTROL 3RIC. CONTINUOUS IN _ PLANTING BEDS. ANTING EXCAVATION BE CONTINUOUS. Stormwater System Long Term Maintenance Schedule To ensure that the stormwater system effectively performs its water treatment functions, the following maintenance procedures will be followed: A. Parking areas shall be annually swept or more frequently as needed. B. Catchbasins shall be inspected quarterly and sumps cleaned at least annually. C. The detention basins shall be inspected quarterly. The outlet structure shall be cleaned of accumulated sediment including any in the orifices. Trash and debris shall be removed. Vegetation along the sides and berm of the basin shall be mowed at least twice during the growing season. Accumulated sediments shall be removed whenever six inches has accumulated or there is interference with the outlet structures. D. Swales shall be inspected quarterly and kept free of debris and sediment. Trees and shrubs shall not be permitted to grow in the Swale. E. Level spreaders and rip rap aprons shall be inspected quarterly. Any areas where erosion is observed shall be repaired and monitored. If erosion continues to occur corrective measures must be taken to establish permanent stabilization, such as expanded rip rap, permanent erosion control blankets or additional plantings. Accumulated sediments should be removed to maintain the original configuration. STORMWATER SYSTEM LONG TERM MAINTENANCE SCHEDULE NOT TO SCALE PVC-SDR-35 SEED WITH WETLAND MIX 900 ELBOW ERNMX-120 12" TOPSOIL WITH 30% ADAPTER Iluutllitittlllllllt!llltllllilllitlllliltllllilllilllliltlil ltllllllllllllll COMPOST 8" FROST WALL ON 3 SIDES SIDE SLOPES AND BERM TO BE PLANTED. SEE PLANTING SCHEDULE 4/L-3 SOIL PROFILE IL I EN 11UN bASIN SCALE 1" = 1' 0" VOLUNTEER GROWTH FROM SEEDS IN SOIL 12" MIN. DEPTH SALVAGED TOPSOIL FROM DISTURBED WETLANDS SUBSOIL SIDE SLOPES TO BE PLANTED. SEE PLANTING SCHEDULE 5/L-3 SOIL PROFILE - MITIGATION WETLANDS SCALE 1" = I'D" sophisticated site pesigw Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P $60-612-1700 F 860-612-1767 www.todesignilo.com N �O JACUNSKI HUMES ,R(C]H= i J 1L S y ILLC C FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Site Details PROJ. NO.5033A—L SCALE: AS NOTED DATE: MAY 1, 2007 REV DRAWING NO. L-5 SCALE: 1/2" = V-0" TRASH RACK 3/4" 0 GALV. RODS PERPENDICULAR TO 1 3/8" X 3/8" GALV. BAR (3" OPENING MAX.) SECURED TO OUTLET STRUCTURE W/L 1 1/2 X 1 1/2 X 3/16" ANGLE IMBEDDED INTO CONCRETE. PROPOSED PRE -CAST CONCRETE OUTLET STRI IC TI IRF EL=89 TOP OF DETENTION TRASH -- -' s�VnY\.IVIJ\II IYV IVII WEIR (4"NOTCH) 6" DRAIN PIPE — CAPPED WITH 1.5" EL=85.5 DIAM. ORIFICE BASIN BOTTOM EL--85.0 SECTION A -A CONSTRUCTION NOTES 6" PERFORATED PIPE IN STONE TRASH RACK RECTANGULAR h WEIR (4"NOTCH) TOP OF BERM TOPSOIL GRAIIF B r4 RECTANGULAR N( WEIR (4"NOTCH) XNA W DRAIN PIPE Z CAPPED WITH 1.5" TRAS 4 DIAM. ORIFICE RACK A - A ^-- u 1 6" PERFORATED J )TCH 12" PIPE IN STONE OUTLET 6" DRAIN PIPE CAPPED WITH 1.5" B 4j DIAM. ORIFICE PLAN VIEW BARRIER 1. CLEAR, GRUB AND STRIP TOPSOIL FROM AREAS 6. IMPERVIOUS BARRIER MATERIAL: PROPOSED FOR EMBANKMENT AREAS. SQUARE MESH % PASSING SIEVE BY WEIGHT 2. AREAS WHERE FILL IS TO BE PLACED SHALL BE " o SCARIFIED PRIOR TO PLACEMENT OF FILL. #4 90 100% #40 65%-90% 3. EMBANKMENT IMPERVIOUS CORE SHALL BE EXTEDNED #100 50%-75% INTO THE NATIVE MATERIAL AT THE ABUTMENTS TO THE #200 350/o-50% ELEVATION OF THE EMERGENCY SPILLWAY. ADDITIONALLY, THE IMPERVIOUS FILL SHALL HAVE A 4. IMMPERVIOUS CORE SHALL BE "KEYED" 1 FOOT INTO MAXI"AU .A PERMEABILITY OF 10-6 - AT 95%O OF SOIL. ;;/--- ITS MAXIMUM DRY DENSITY. 5. ON EMBANKMENT, DOWNSTREAM OF EMERGENCY SPILLWAY, USE C-350 PERMANENT TURF REINFORCEMENT. 7, PRECAST CONCRETE OUTLET STRUCTURE • 5000 PSI MIN. CONCRETE • SUMP AND RISER DIMENSIONS PER STANDARD CT DOT DOUBLE TYPE I CATCH BASIN nPTPKITInKI ROCINI PI=DKA eCr�T�nni / 1 vJ " I L_ 1 r I I tI v 1..� l-1 �..1 I I V / j Li L_ I i I V I �..7 L_ <J I I %.j I m NOT TO SCALE 6" TOPSOIL, SEEDED, AND PROTECTED WITH PERMANENT EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC250 OR EQUAL 21_0 1 1 2 (TYP.) FOREBAY BERM PROFILE SCALE 1/4" =1'0" CONSTRUCT FOREBAY BERM OF COMPACTED GRAVEL. CT DOT SPEC M.02.01 COMPACTED GRAVEL IN 8" LIFTS TO 95% OF MAXIMUM DRY DENSITY BURY FABRIC END FINISH GRADE EX. SUBGRADE I a I. I I. i2" ORIFICE I I I�� 48" 18" i }<.. 6" �.J .. SECTION B-B EL=89 FILL COMPACTED IN 8" LIFTS TO 95% FLARED END F I I Co ED 1 BIT. CONC. PVMT. L-4 NOTE: X DIMENSION TO BE DETERMINED BY UNILOCK ENGINEER ADHERE CAP UNIT TO TOP UNIT CONCRETE ADHESIVE GEOTEXTILE FABRIC MODULAR CONREt"E w FACING UNITS a WEEP HOLES PER MANUFACTURER'S SPECIFICATIONS LEVELING PAD 6" MIN. - RIP RAP APRON 6 WITH MODIFIED L-6 RIP RAP DOME 6"0 GALVANIZED STEEL PIPE ASTM A53 (STD. WEIGHT) FILLED WITH CONCRETE, COLOR TO BE SELECTED BY ARCHITECT. FINISH GRADE AT PAVEMENTS 1/4"/FT. WASH (TYPICAL) 1/2" EXP. JT. @ CONC. & PAVER PAVEMENTS IN PAVED AREAS HOLD TOP OF FOOTING 6" BELOW FIN. GRADE CAST -IN -PLACE CLASS A Cmi�RFTF r: nTIMM GRAVEL BASE 20" f STEEL BOLLARD SCALE: 3/4" = V-0" 6" (MIN.) 1'-6" � 1'-841 (V DRAINAGE FILL (CRUSHED STONE) II 12" THICK MIN. ifl OUTLET — DIAMETER VARIES J1 STEEL BACKED L-5 TIMBER GUARDRAIL 10 Cw pIT /'V'lwln 1 In nl lop v oil. vvrvv. 1-11- vuno L-4 A :2: DRIVE LANE BITUMINOUS _ L-4 CONCRETE PAVEMENT APPROX. EXCAVATION REINFORCED BACKFILL STRUCTURAL. 95% STANDARD PROCTOR DENSITY GEOSYNTHETIC REINFORCEMENT NOTE: FINAL DESIGN TO BE BY UNILOCK ENGINEERING. DESIGN SHALL ACCOUNT FOR FIRE TRUCK RI IRC 1-IAR(;F 1 C)AI')R AMn TI-IF= C.%i IARI')RAII COAT BELOW GRADE PORTIONS OF POST WITH PRESERVATIVE COMPACTED GRAVEL UNDISTURBED SUBGRADE MODULAR BLOCK RETAINING WALL SCALE: 1/2" = V-0" WRAP SIDES OF RISER PIPE WITH DUPONT TYPAR 3341 OR EQUAL 15" HI-Q END CAP PERFURAI ED 61ANU PIPE OU-ILET NOT TO SCALE LEVEL SCALE 1/2" = 1'0" FLARED END SPREADER PLAN SLOPE LINE Ir_rI _ 2 MIN. MODIFIED 1 RIPRAP RPT ID 6" FOR MODIFIED RIPRAP SECTION A -A RIP RAP APRON SCALE 1/4" =1' 0" 15" PERE HANCOR (OR EQUAL) RISER PIPE 2'-0"" 1 STONE FILTER LEVEL RIM 3 �1 PERMANENT EROSION CONTROL MAT INSTALLED PER MANUFACTURERS RECOMMENDATION. NORTH AMERICAN GREEN P300 OR EQUAI FREE DRAINING SUBSOIL BOTTOM OF BASIN 1 SP = INSIDE PIPE DIAMETER (CIRC. SECT.) RP = INSIDE PIPE DIAMETER (CIRC. SECT.) LA = LENGTH OF RIPRAP APRON MEASURED FROM THE END D =300 MM (12) MODIFIED RIPRAP X W1 W2 TYPE B RIPRAP APRON 5 35P 35P+0.4LA PER CT D.O.T. DRAINAGE MANUAL sophistieatcd site ptsigw Landscape Architecture Civil Engineering 114 West Alain SL, Suite 201 New Britaln, CT 06051 P 8b0.612-1700 r isu0n'te-i7�r www.todesignile.com JACUNSKI HUMES FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Tito Mataile V��V WV�ILI�BV PROD, NO.5033A-L DRAWING NO. SCALE: AS NOTED DATE: MAY 1, 2007 REV L-6 Z BUILDING mi Y�immv_y �� Vim. �`r,►7 ����i `������ 2611 10311 3 BASE BID IS CONCRETE L-4 PAVEMENT IN PLACE OF PAVERS 12.33' 4-12.33' 7 CLEANOUT TO L-7 GRADE BUILDING HERRINGBONE FIELD BUILDING V WIDE CONCRETE ,"L- PERIMETER BAND 5 EXPANSION JOINT EL-4 59 CONTROL JOINT E2 CONCRETE PAVERS ON L-7 CONCRETE BASE, GRAY COLOR SOLDIER COURSE, ACCENT 2 BAND, CONCRETE PAVERS L-7 ON CONCRETE BASE, RED COLOR SOLIDER COURSE COURTYARD LAYOUT PLAN ALTERNATE SCALE:1 "=10' CONCRETE PAVERS, HANOVER ARCHITECTURAL PRODUCTS POLYMERIC JOINTING SAND 'TRADITIONAL PRIEST BRICK', 4" x 8" BITUMINOUS SETTING BED - CLASS 12 CONCRETE BAND d ' 4 v a v4 4 v a - a� . �° ° .• .ate , . . e. a 4. d:.. tea.. ' .a.a a o 0 0 0 o NEOPRENE MODIFIED ASPHALT ADHESIVE 0 0 0 0 0 0 •1� o is 4" CONCRETE BASE 6" ROLLED GRAVEL SUBBASE COMPACTED SUBGRADE CONCRETE PAVERS ON CONCRETE BASE ALTERNATE SCALE: 3" =1'4' HANOVER ARCHITECTURAL PRODUCTS www.hanoverpavers.com 717-637-0500 ELEVATION FLUSH CURB DETECTABLE WARNING FLUSH AT BASE OF RAMP 6" CUn6 RAMP 6' TRANSITION TRANSITION CURB 6" INTEGRAL CONCRETE CURB BITUMINOUS CONCRETE PAVEMENT GRAVELSUBBASE FLUSH SIDEWALK RAMP SCALE: 3/16" = V-0" 0 91.14 I- TRANSITION CURB O z b N O 0.90" NOM. DIA. DOME SECTION 4' ■�ZOZO DOME SPACING DETECTABLE WARNING STRIP NOTES: 1. INSTALL THE EDGE OF THE DETECTABLE WARNING 6 INCHES FROM THE EDGE OF RAMP. 2. TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES, ALIGN DOMES ON A SQUARE GRID IN THE DIRECTION OF PEDESTRIAN TRAVEL. 3. THE DETECTABLE WARNING STRIP SHALL BE A PREFABRICATED DETECTABLE WARNING SURFACE TILE AS MANUFACTURED FROM ARMOR TILE, 300 INTERNATIONAL DRIVE, SUITE 100 WILLIAMSVILLE, NY 14221, TELEPHONE NUMBER (800) 882-2525 OR THE APPROVED EQUAL FROM ADA FABRICATORS, SHALL CONFORM TO THE DIMENSIONS SHOWN ON THE PLANS AND HAVE A SAFETY YELLOW HOMOGENEOUS COLOR THROUGHOUT IN COMPLIANCE WITH ANSI Z535.1-1991, 6.3. 4. THE DETECTABLE WARNING STRIP SHALL BE SET DIRECTLY IN POURED CONCRETE ACCORDING TO THE PLANS AND THE MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR SHALL PLACE TWO 25 POUND CONCRETE BLOCKS OR SAND BAGS ON EACH TILE TO PREVENT THE TILE FROM FLOATING AFTER INSTALLATION IN WET CONCRETE. 4 DETECTABLE WARNING STRIP L-7 SCALE: 6" = V-0" 9 HANDICAP 3 FLUSH 4 DETECTABLE IL L-7 PARKING SIGN L-7 SIDEWALK L-7 WARNING STRIP ` RAMP SIDEWALK /-FLUSH INTEGRAL . . CONCRETE WHEEL STOP CONCRETE CUR CENTER ON SPACE 91.27 9as4 ������� 90a76' L to 4" PAINTED TRANSI ON N STRIPING CURB (WHITE) (TYPICAL) PAINTED WHITE SYMBOL a + 90.26 c 90.37 EQ. 10 -0" EQ- 5' 0"- 10'-0" VAN ACCESSIBLE HANDICAP TYPICAL STANDARD SPACE HANDICAP SPACE & AISLE SPACE (fVP) AISLE NON -HANDICAP HANDICAP ACCESSIBLE PARKING 3611 r ONE WAY S1 MUTCD 136-1 SEE 9 FOR SIGNAGE POST L-7 SIGNAGE SCALE 3/4" = V-0" 116TOLIr 52 MUTCD 131-1 RED REFLECTIVE BACKGROUND, WHITE LETTERING AND GRAPHICS I� HANDICAPPED PARKING STA1E PWAT REQURm r ONE ONLY 12" X 6", III Acc�seu MODEL # C25495 2" SQUARE GALV. TUBE PVC - COATED FENCE POST W/CAP 10" DIA. CONC. FT-G., 3000 PSI CONC. MIN. EXISTING GRADE -� EXISTINGI"- I 1=11 SUBGRADE T I I -I I II- OD Town of South Windsor's TREE PLANTING SPECIFICATIONS January 2004 1. All trees will be handled by the root ball and not by the trunk of the tree. 2. All rope or twine will be completely removed once the tree has been placed in the planting area, burlap will be roiled down and cut or tucked under the root bail. 3. Any wire baskets will be cut and the upper 2/3 removed after the tree is placed in the planting area. 4. All trees shall be freshly dug within 30 day of delivery to the planting site. 5. All twine, rope or any other objects around the root ball will be removed. 6. A planting area of two times the diameter of the root ball will be excavated. The depth of the excavation shall be two inches less than the overall height of the root ball as measured from the root flair on the trunk to the bottom of die root ball. 7. All excess excavated material will be deposited at an approved site. 8. When back filling trees, growing medium will be worked in to avoid any air pockets. Care must be taken not to compact growing medium excessively. 9. The beginning of the root flair will be set two inches above final grade. 10. Water will be applied as soil conditions dictate. 11. All tree trunks will be will be free from any injury or damage. 12. All trees shall have a single central dominant leader. 13. Trees shall not be staked or guyed unless directed by the Tree Warden. 14. The depth' of all mulch shall not exceed more than 2". 15. All tags, ribbons or other markings will be removed. 16. No pruning will be performed unless directed to by the Tree Warden. 17. No fertilizers or water polymers will be applied at planting. .125 ALUMINUM PANEL STATE OF CO UT APPROVED ACCESSIBLE PARKING SIGN TREE PLANTING SPECIFICATIONS MODEL #C25500 MANUFACTURED 6 BY CHAMPION AMERICA, INC. 1-800-521-7000. L-7 TOWN OF SOUTH WINDSOR BLUE BACKGROUND SOLID WHITE BORDER & LETTERS HANDICAP PARKING SIGN SCALE 3/4" = 1'-0" PROC TREN PIPE uAA1Un1 v 01nIn- PROFILE CLEANOUT TO GRADE SCALE 3/4" = V-0" sophisticated site Desi6w Landscape Architecture Civil Engineering 114 West Main St, Suite 201 New Britain, CT 060b1 P 860.612-1700 F 86"12-1757 www.todesignile.com JACUNSKI HUMES .6 11Rt.J11.1i=tti./ .LL S y 1S_dtl (C! FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Site Details PROJ. NO.5033A-L DRAWING NO. BGA] F: AS NOTED ■ .�. DATE: MAY 1, 2007 r.. REV: 10 1 /4" 1011 10 3/16" 2-#4X4'-0" LONG 7 1/2" 71/2" POINT OF 2l, 11" 2" 2„ 1'-6 7/8" 2" PRE CAST APPLICATION CONCRETE UNIT OF GRADE EVE CROSS -SLOPE ADJUST FRAME ELEVATION `313/16" ° 213/16" WITH CONC. BLOCKS OR o BRICKS, 6" TO 12" r r• ♦ d 3 5/8"4 k 3 5/8" �i 2'-84' j//CAST ( / cc Co / IRON / ALL JOINTS > W HANDLE 7 5/8 7 5/8 j TO BE POINTED Oz / FLUSH & FULL W { / PRECAST j 10 j CONCRETE OR 1/2" j CONCRETE j �_ / MASONRY UNITS OUTLET PIPE 8' / z 61/2" UN (MAUNIT) j ) POURED CONCRETE OR � PRE CAST SLUMP OR SLAB t P Fran w !3Fnn PRl 4'-011 r 6" OF 3/4" CRUSHED 3'-0" 5141 STONE 81l 81' 4'-4'I FRONT ELEVATION SIDE ELEVATION NOTES: 1. WALL THICKNESS SHALL BE SUFFICIENT TO MEET 6. INSIDE WALLS OF STRUCTURE TO BE SMOOTH. NO HS-20 LOADING. SHELVES ALLOWED. 2. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 7. IF 4' SUMP IS NOT POSSIBLE DUE TO UTILITY 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS CONFLICTS OR SITE CONSTRAINTS, A 2' SUMP MAY REMAIN THE SAME. BE SUBMITTED FOR THE TOWN ENGINEERS 3. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. APPROVAL. 4. ALL BRICKS SHALL BE CONCRETE. 8. FRAME AND GRATE SHALL BE GALVANIZED. 5. ALL PIPE PENETRATIONS SHALL BE PARGED SMOOTH 9. TRAP HOODS ARE TO BE NEENAH MODEL NO.R3701 TO PROVIDE A WATERTIGHT SEAL BOTH INSIDE AND OR EQUAL WITH HOOKS. OUTSIDE THE BASIN. 10. TRAP HOODS MUST BE SIZED TO BE REMOVABLE FROM CB TRHOUGH GRATE OPENING FROM ABOVE. TOWN OF ATC � � � U u � "C STANDARD DEOUTH TAIL MARCH, WINDSOR 2005 _-8 NOT TO SCALE 2„ 71 1, 35„ 8 PRE CAST CONCRETE UNIT ADJUST FRAME > - ELEVATION WITH 00 CONC. BLOCKS OR BRICKS, 6" TO 12" �( 2' -Ball �'/' 7 5/8' 7 5/8" ALL JOINTS j TO BE POINTED FLUSH & FULL PRECAST / CONCRETE OR CONCRETE Z MASONRY UNITS `r POURED CONCRETE OR PRE CAST SLUMP OR SLAB 4 ` ° (OR EQUAL) 3500 PSI " 4'-0" " 6" OF 3/4" CRUSHED 5'-411 STONE FRONT ELEVATION NOTES: 1. L:'ALL THICKNESS SHALL BE SUFFICIENT TO MEET HS M LOADING. 2. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 3. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 4. ALL BRICKS SHALL BE CONCRETE. 5. ALL PIPE PENETRATIONS SHALL BE PARGED SMOOTH TO PROVIDE A WATERTIGHT SEAL BOTH INSIDE AND OUTSIDE THE BASIN. 1 1/81t n 7/011 L 1016" tie 1 1/4" �c 31613„ SIDE ELEVATION 8' (MASONRY UNITS) 6. INSIDE WALLS OF STRUCTURE TO BE SMOOTH. NO SHELVES ALLOWED. 7. IF 4' SUMP IS NOT POSSIBLE DUE TO UTILITY CONFLICTS OR SITE CONSTRAINTS, A 2' SUMP MAY BE SUBMITTED FOR THE TOWN ENGINEERS APPROVAL. 8. FRAME AND GRATE SHALL BE GALVANIZED. 9. TRAP HOODS ARE TO BE NEENAH MODEL NO.R3701 OR EQUAL WITH HOOKS. 10. TRAP HOODS MUST BE SIZED TO BE REMOVABLE FROM CB TRHOUGH GRATE OPENING FROM ABOVE. CATCjLq SNN TYP oo�oLoo STOWN OF TANDARD DETAIL UTH AIRCDH02005 NOT TO SCALE ne-1 nIAnA r"DENING - FLOW --`'---- SECTION A -A NOTE: FRAME & GRATE TO BE: Le BARON FOUNDRY MODEL LAM264 OR APPROVED EQUAL FOR CO APPLICATIONS IN LAWN OR DRIVEABLE PAVEMENT. FOR APPLICATIONS IN PEDESTRIAN PAVEMENT, USE ADA COMPLIANT GRATE WITH 0nl, 1/2"x 1/2" MAX. PERFORATIONS, FLUSH WITH PAVEMENT. GRATE TO BE APPROVED BY CIVIL w w ENGINEER D Q 510 T FLnIAI _ �- 26" A d' tW� 9 V! 24-1/4" 4'-0" DIA 7„ (01 YARD DRAIN FRAME & GRATE SECTION B-B YA R D D r '-` N YARD DRAIN FRAME AND GRATE (SEE DETAIL) ADJUST TO GRADE WITH MAX. OF TWO COURSES OF CONC. BRICK -CONCRETE SLAB TOP -REINFORCED CONCRETE MANHOLE SECTION WITH "O RING" JOINTS ---REINFORCED CONCRETE MANHOLE BASE 6" 3/4" CRUSHED STONE FOUNDATION TOWN OF SOUTH WINDSOR STANDARD DETAIL MARCH, 2005 //--PROPOSED GRADE PAVEMENT SECTION PIPE O.D. PLUS 24" OR 3'-0" MIN. I' CV 12" r 12" MIN MIN I.D. %y yr -. o...o. �0p �pO00000Oooc BACKFILL TO SPRINGLINE—/ OF PIPE WITH 3/4" STONE OR COMPACTED PROCESSED AGGREGATE WHEN USING POLYTHYLENE OR CPP PIPE C��ri7:I awl OR LANDSCAPING (SEE GRADING AND UTILITY SHEET) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" WRNING TAPE MIN. 12" MAX. 24" ABOVE PIPE SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 \ MIRAFI 160N (OR APPVD. EQUAL) FILTER FABRIC, 6" MIN, BOTH WAYS BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. NOT TO SCALE LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOWN TOWN OF SOUTH WINDSOR STANDARD DETAIL MARCH. 2005 TOPSOIL & SOD OR SEED7 /—APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN d" a a ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. Qa ° a4 1 SAND BLANKET 4. ; a CM 4. PIPE, AS SPECIFIED FILTER FABRIC r p EL 3/4" BROKEN TRAPROCK W" rL N a: FILTER FABRIC (SEE NOTE) ' OVERLAP MIN. 6" BOTH WAYS cos 1' -I�— �1' I- PIPD.S= 1 11 12" SAND MIN. SECTI®N STONES e' NOTES: 01 1 e 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSRAY, PG. VI-54 z 12'-6" 1' 2. FILTER FABRIC SHALL BE NONWOVEN AND SHALL MEET AASHTO M288-00, CLASS 2 PIPE - IN GROUND WATER TOWN OF S I E i 9 STANDARD DEOTAIL UTH MAIRCCH,, 2005 NOT TO SCALE TYPE 1: 12" THICK MODIFIED RIPRAP TYPE 2: 24" THICK, D50= 24" —, BEDDING TYPE 1: 6" THICK TYPE 2: 12" THICI TYPE 1: 2' TYPE 2: 4' 2 OR FLATTER ( 2 OR FLATTER PROPERLY DESIGNED GEOTEXTILE (IF REQUIRED) EML�0R__l A R__�Y LON E [L--l" C1HANNEL TL C rnncnn 1" STONE 4" PERFORATED DRAIN PIPE UNDISTURBED SOIL rvvrv—vvvvuv f ILICIC FABRIC, 12" OVERLAP W. Q " V. D F_0_17481�,� V IVOI 1 O SIiAL= FINISHED GRADE BRICK LEVELING COURSE (TYP.) 24 -i 6" MIN. ° ° < 2" SCH 40 PVC VENT,---- 1 SECURE TO OUTSIDE OF BUILDING STATIC LIQUID LEVEL SEE SITE PLAN FOR LOCATION MANHOLE /--LEBARON FOUNDRY LA263-000 OR EQUAL 8" 12" MIN. COVER 8' HIGH MIN. 6" DIA. 6" DIA. OUTLET INLET o SDR-35 SDR-35 EXTERIOR PROTECTIVE SS PIPE . INTERIOR 42" MINCOATING EXTERIOR PROTECTIVE PROTECTIVE SUPPORT COATING COATING STRAP (FLOROK EPDXY OR EQ.) 6" 12 6" MIN. ° ti ° 1 1� ,� ✓� 6" MIN. 1/2" OR 3/4" CRUSHED "'1c'C�nr:l 1��� STONE SECTION NOTES: o MUST MEET SPECIFICATIONS OF "CT DEP GENERAL PERMIT FOR THE niClvl-IAP('_F ()F \/FNif `E AAAIf\ITPNlat\ir P- WACTEWATEP" STRUCTURES AND MANHOLES MUST BE H-20 LOAD RATED. e ALL JOINTS & PIPE PENETRATIONS TO BE MADE WATERTIGHT WITH NON -SHRINK WATERPROOF GROUT. NO STRUCTURAL JOINTS SHALL BE ALLOWED BELOW INLET & OUTLET ELEVATIONS. o MINIMUM 1000 GALLON CAPACITY TANK [�4C 10-_1 11 T E ,� E' TOo E NOT TO SCALE FLAGPOLE CONC. FOOT EXPANSION , 06 1f 4 30" I EXP. JOINT I I � _I T=11 , -iii Ia ,G ci "v 14 a CV Z ,- 3/4" LIGHTNING GROUND STEEL T 24" SPIKE WELDED TO PLATES FLQO0 L E ° 25' ALUMINUM FLAGPOLE, 5" DIA. CAULKING SLOPE CONC. `- WATERPROOF CEMENT ABOVE WOOD WEDGES TAMPED, DRY FINE SAND METAL PIPE SLEEVE IN CONCRETE BASE 3/8" STEEL BASE PLATE W/ 4 WELDED CENTERING WEDGES 3/8" PLATE SUPPORT WELDED TO SPIKE f j saphisttcated site Des%gw Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P 86M12-1700 F 860.612-1757 www.todesignllc.com JACUNSK7[ � �UMES ACH-I Ji JS CTS 9 Ji alL (C FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 PROJ. NO.5033A-L c°r'AI C. AC+ PIr1TCf1 ZIUAL - MO IVIJ 1 CLJ DATE: MAY 1, 2007 REV. DRAUNG NO, NOT TO SCALE NOT TO SCALE SCALE 1/2" = 1 `-0" Z1 3 STEEL T-0- L-6 BOLLARD GAS METE PROPOSED BUILDING PLAN VIEW 18" HAUNCH GAS METER ENCLOSURE SCALE 1 /4" = 1' 0" NOTES FOR COMPENSATORY WETLAND MITIGATION PLAN General Planting Notes: A Q_ - AM MM IN Li I L11. YI SECTION Q_ N] LOCKABLE FORK LATCH "ACORN" POST CAP MALLEABLE IRON OFFSET HINGES 6" DIA. GRADE "A" GALVANIZED STEEL GATE POST 2" FABRIC, 9 GAUGE W/ 1-7/8"x 10 MIL ALUMINUM DIAGONALLY SET PRIVACY SLATS FINISH GRADE 6" CONCRETE MAT, 4000 PSI CONCRETE MONOLITHIC SLAB. BOULEVARD CLAMP 1 5/8" GALVANIZED STEEL TOP Y .. Preparation: 1. Compensatory mitigation shall start prior to project initiation so that plant materials and topsoil with propagules can be salvaged before -grubbingtakes akes Ip ace. Alternatively, a thirty-foot by thirty-foot area portion of the development site, adjacent to the mitigation site may be used as a temporary nursery and topsoil stockpile area. 2. Flag on -site sources of shrub and fern transplants, and also flag wetland and moist upland areas with high quality ground cover, to be used as sources. Of topsoil and herbaceous propagules (in lieu of seeding). 3. Mow mitigation area and propagule/topsoil source areas, and rake cuttings into piles. 4. Order remaining plants at least one month ahead of time to improve likelihood of availability. Notes with plant lists provide some nursery contacts, but others may be used. Obtain approval for any substitutions for specified species due to lack of availability. Nurseries should be in southern New England or the Mid -Atlantic States. 5. Plan the temporary irrigation system. Use a water truck or long water line rather than pumping water from an adjacent wetland. If deer sign is abundant, install a perimeter deer fence or buy protective chicken wire to place around plantings that attract deer. 6. Install perimeter erosion controls, correctly trenched and staked silt fence per the 2002 Connecticut Erosion & Sedimentation Control Guidelines (2002 Guidelines) downgradient of mitigation area and between mitigation area and wetlands located within 200 feet, and as indicated in Plan. 7. Natural topsoil from the project site will be used. 8. A nursery stockpile area (about 10 foot square) shall be designated on a portion of the topsoil stockpile. This shall serve as a temporary holding area for transplanted materials. 9. Excavate per plan. Place topsoil in a separate pile from subsoil. Over - excavate by 12 inches to allow space for backfilling with stockpiled topsoil, both from the mitigation area and propagule source areas. Replace the topsoil from mitigation site. 10. Remove subsoil pile. Ar_..- AS-- Wer/aIIQ mr{IgG[!Ur/ Y/Orr rYVL61 .of Conpensatory Wetland Mitigation: 623 Sul/wanAvenue , South Windsor, CT Plantings: 1. Excavate topsoil with associated groundcover and roots from selected propagule source areas. Then top -dress mitigation area with four -six inches of this material. Surface may be irregular. An ecologist shall direct this phase. Material from wetter source areas shall be placed in the wetter parts of mitigation area (Zones A & B.) 2. Salvage intact soil blocks with specified numbers of ferns and dewberries (and whatever other plants are growing with them). Use an excavator (e.g. bobcat) to dig up soil blocks and place them on a pallet, covered by a drop cloth, which can then be lifted and folded over the soil blocks. Minimum size for blocks is 18" square, and about six inches deep. Pallets can be carried by two people from the truck to the planting site. 3. Dig up flagged shrubs and tree saplings and plant immediately in correct zones or trench in nursery stockpile. Transport in plastic pots, with extra top soil. For locally collected materials, seedlings or small, first -year woody plants are recommended (woody stem, germinated in previous year). 4. Purchased plant delivery should be no more than three (3) days before planting. 5. Store all purchased planting materials in shade prior to planting. 6. Plants should be recently watered at time of planting. 7. Mark the correct planting locations, with zonation per the plan. Stake approximate center of each planting cluster. Place labeled potted plants or a wire flag or bamboo stake at each planting location. 8. During planting a qualified wetland professional may adjust planting locations, based on "as -built" hydrologic conditions. 9. Dig holes by hand adjacent to pots, to avoid further compaction of soil (i.e. no motorized augers). 10. Plant shrubs in single species groupings, spaced 4'-7' apart, and no closer than six (6) feet from a tree. 11. Plant trees approximately 12' apart, at a minimum. 12. Wet hole thoroughly before planting and water just after planting. 13. Form saucers around all tree and shrub plantings, two inches high, 36" across for nursery stock, smaller for small, locally collected materials. 14. Stake shrubs and trees as needed, to prevent leaning over. 15. Spread a two-inch thick layer of mulch in a three-foot diameter circle around purchased, potted woody stock, and in a 12" diameter circle around small woody transplants. 16. Place soil bocks with salvaged herbs into scooped out depressions in topsoil, and adjust so that block surface is level with the topsoil surface. Wetland Mitigation Plan Notes 12112106) NOTES FOR COMPENSATORY WETLAND MITIGATION PLAN 2of3 Conponsatorp Wetland MiNgatihm 62S SullivanAvenue, South Windsor, CT Follow-up & Maintenance: 1. After installation of plantings, spead a thin layer of cuttings from raked up piles overground At least 25% of soil surface shall be visible. Remainder of cuttings shall be placed at the edge of the wetland mitigation area. 2. Spread coarse woody debris in various stages of decay, salvaged from construction areas, over the mitigation area, covering at least 4% of surface area. 3. Maintain perimeter sediment controls per the 2002 CT E&S Guidelines, checking after each major rain event. Remove silt fence as soon as ground is vegetated (80% cover) to prevent impeding animal movement to and from adjacent seasonally flooded wetlands. Sediment collected by these devices will be removed and placed upland in a manner that prevents its erosion and transport to a waterway or wetland. 4. Water plantings and/or transplants at least weekly during droughty periods (i.e. no rain for more than two weeks). More frequent watering will increase plantings success. Monitoring: 1. A qualified wetland professional shall Inspect site within one month after plant installation, at the end of the first growing season (Year One), and in late summer/early fall) for the four (4) following growing seasons (Years Two through Five). 2. Inspect site for seedlings of the following invasive species and mechanically remove: common reed, Morrow's honeysuckle, autumn olive, multiflora rose, buckthorn, Asiatic bittersweet, Japanese barberry, knapweed, and garlic mustard. Inspections shall be done by the wetlands professional. Personnel trained by the professional in identification of invasive seedlings may assist with removal. 3. If the professional determines that excessive numbers of seedlings of a particular species have germinated on site (red maple is major adjacent seed source), remove the competing plants by (hoeing or hand -pulling. 4. Annual reports shall be submitted to the town no later than December 15th of the year being monitored, and shall provide: a narrative and address plantings survival and performance. 5. Remedial measures such as replacement plantings and hydrologic adjustments may be recommended and implemented after consultations with a Corps representative. Wetland Mitigation Plan Notes 12112/06) 3of3 SOPKst%cated site Des%gw Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P 860-612-1700 F 860-612-1757 www.todesignite.com JACUNSKI HUMES ARCHH=cC7[°S 9 II IC,(C FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Site Details PROJ. NO.5033A-L DRAWING NO. L-9 I SCALE: AS NOTED DATE: MAY 1, 2007 REV: A& SEDIMENTATION AND EROSION CONTROL PER STATE OF CONNECTICUT PUBLIC ACT 83-388 All applicable practices recommended by the 2002 CT Guidelines for Soil Erosion & Sediment Control are included by reference. 1. DESCRIPTION The project consists of a new building on Town property with two driveway entrances, pavement, storniwater management, lighting and planting. The project is located on Sullivan Avenue (Route 194). 2. SCHEDULE The project is anticipated to be constructed in the Spring 2007 and completed in Spring of 2008. 3. DESIGN AND CRITERIA Note: Pat Dwyer, Cutter Enterprises (860-871-2839) will be the Sediment and Erosion Control Supervisor whose primary responsibility will be the maintenance of all on -site erosion control measures. He will keep a daily log of his activities and an updated schedule of proposed construction activities. The log will be made available to inspectors. A. GEOTEXTILE SILT FENCE (GSF) - Shall be non -woven material, minimum 36" high and fastened to wood stakes. Silt fence shall be installed with end runs turned up grade at 45 degrees for a distance of 10 feet (See detail this sheet). B. TEMPORARY SEEDING (TS) 1. Contractor shall scarify the soil to a depth of 2" before applying fertilizer, limestone and seed. 2. Seed may be applied by hand or mechanically. See application shall be uniform. Seed rate shall be in accordance with the 2002 "Guidelines for Soil Erosion and Sediment Control" (increase seeding rates by 10% when hydroseeding, Limestone, fertilizer and seed may be applied in slurry.) 3. Contractor shall mulch area (MS) immediately following seeding. (Note: In the event seeding operations are not feasible due to seasonal restrictions or extended inclement weather patterns, the Contractor shall install an Erosion Control Blanket over exposed soils.) C. PERMANENT SEEDING (PS) 1. Contractor shall apply topsoil and fine grade all areas before the application of permanent seed. Apply limestone and fertilizer as needed, in accordance with soil tests. 2. Remove all surface stones 1/2 inch and larger. Remove all other 6, SPECIFIC MAINTENANCE MEASURES SHALL BE AS FOLLOWS: A. GEOTEXTILE SILT FENCE (GSF) - Inspect GSF at least once a week and within 24 hours of the end of any storm event of 0.5-inch or greater. Repair or replace the fence within 24-hours of observed failure. B. HAY BALE BARRIER (HB) - Inspect HB at least once a week and within 24 hours of the end of any storm event of 0.5-inch or greater. Repair or replace the hay bales within 24-hours of observed failure. C. CONSTRUCTION ENTRANCE (CE) - Maintain the entrance in a condition which will prevent tracking and washing of sediment onto paved surfaces. Provide periodic top dressing with additional stone or additional length as conditions demand. Repair any measures used to trap sediment as needed. Immediately remove all sediment spilled, dropped, washed or tracked onto paved surfaces. Roads adjacent to a construction site shall be left clean at the end of each day. If the construction entrance is being properly maintained and the action of a vehicle traveling over the stone pad is not sufficient to remove the majority of the sediment, then either (1) increase the length of the construction entrance, (2) modify the construction access road surface, or (3) install washing racks and associated settling area or similar devices before the vehicle enters a paved surface. D. TEMPORARY SEDIMENTATION (TST) Inpsect the temporary sediment trap at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater. Check the outlet to ensure that it is structurally sound and has not been damaged by erosion or construction equipment. The height of the stone outlet should be maintained at least 1 foot below the crest of the embankment. Also check for sediment accumulation and filtration performance. When sediments have accumulated to one half the minimum required volume of the wet storage, dewater the trap as needed, remove sediments and restore trap to its original dimensions. E. SEEDING (TEMPORARY & PERMANENT) Inspect seeded area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has moved or where soil erosion has occurred, determine the cause of the failure. Bird feeding may be a problem if mulch was applied too thinly to protect seed. Re -seed and re -mulch. If movement was the result of wind, then repair erosion damage (if any), reapply seed and mulch and apply mulch anchoring. If failure was caused by concentrated runoff, install additional measures to control water and sediment movement, repair erosion damage, re -seed and re -apply mulch with anchoring or use Temporary Erosion Control Blanket measure. Continue inspections until the grasses are firmly established. Grasses shall not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive severe weather conditions (approximately 80% vegetative surface cover). debris and rake seed bed. SITE CONSTRUCTION SEQUENCE- 3. Apply seed within 7 days after establishing final grades. See planting plan. D. HAY BALE BARRIER (HB) -Shall be made of hay or straw with 40 pounds minimum weight and 120 pounds maximum weight, held together A c by twine or wire. (See detail this sheet.) A. E. CONSTRUCTION ENTRANCE (CE) - Shall be an angular stone (DOT 13. Standard Spec Section M.01.01 size #3) pad, a minimum of 12' wide and C 50' long. (See detail this sheet.) D E. F. EROSION CONTROL BLANKET (ECB) - Erosion mat shall be placed on all exposed cut/fill slopes steeper than 3:1 (including swales & ditches) to F protect against rainfall and hold moisture content to enhance vegetation growth in seeded areas. Mat (or blankets) shall be straw or straw/coconut fiber combination sewn together with lightweight netting. Use North G. American green. S150 - slopes up to 3:1, SC150-slopes from 3:1 up to 2:1 H. or greater. Temporary hay mulch to be applied to areas less than 3:1 slope and all areas to be left barren over the winter, mulch rate to be 70 1, pounds/1000 s.f 4, APPLICATION/GENERAL PROCEDURES A. Soil erosion and sediment control measures will be installed prior to any site disturbance, and development will proceed according to a specific construction sequence. The objective is to maximize the reduction of sediment -laden runoff through implementation of conventional soil sedimentation and erosion control practices currently recommended by the 2002 "CT Guidelines for Soil Erosion and Sediment Control". B. Earthwork will be scheduled for periods when soil saturation is low and Soil loss hazaard is at a minimum. C. Suspend earthwork for major storm events and implement additional sedimentation and erosion control measures as necessary. D. There shall be no cuts or fill left exposed for longer than 30 days. The established procedure of temporarily seeding and/or cover with erosion protection (mat or hay) shall be followed to insure minimal soil loss. 5. MONITORING AND MAINTENANCE PROGRAM A. For the duration of the project construction, the Contractor shall maintain all sedimentation and erosion control devices to insure their efficient operation. B. The responsibility for performing periodic checks of the protection system in -place and to coordinate cleaning and repair operations shall be assigned to the General Contractor's project representative. C. All sedimentation and erosion control devices shall be checked for the adequacy of the control systems prior to severe storm weather forecasts . Inspect control system during and after storms to determine necessary repairs. D. Repairs to sedimentation control systems directed by the project representative shall be done within 24 hours of the directive or as soon as possible prior to storm warnings. E. Replacement materials for the devices utilized must be readily available for repairs. F. Clean sedimentation and erosion control devices as directed by the projects representative. G. Placement of temporary sedimentation and erosion control devices that are not shown on plans, but are required due to Contractor's operations, shall be placed at the direction of the projects representative. H. Dust control and off -site debris caused by the Contractor's earthwork operations shall be prevented, or cleaned -up in accordance with the standard state specification "Form 814A". RFi ni ELEVATION onstruction plan shall be submitted to town staff for approval prior to the start of construction activities. Flag the limits of construction necessary to facilitate the pre -construction meeting. Hold pre -construction meeting. (Call before you dig — 1.800.922.4455) Flag remainder of the limits of construction and tree protection zones. Install the construction entrance. Install perimeter erosion and sediment controls and tree protection devises in accordance with the E&S plan. Cut trees within the defined clearing limits and remove out wood. Chip brush And slash, stockpile chips for future use or remove offsite. Construct sediment basins & outlets. Strip and stockpile all topsoil that is within the footprint of the construction site. Chip tree stumps. Make all cuts and fills required. Establish the subgrade for the topsoil areas, Parking and roadway as required and bench the building to a subgrade. Allow area around the footprint of the building for the construction activities. Excavate for the building & construct foundations. Prior to installing surface water controls, inspect existing conditions to ensure discharge locations are stable. If not stable, review discharge conditions with the design engineer and implement additional stabilization measures prior to installing water surface controls. Install all sanitary soNvers, drainage systems and utilities to within 5 feet of the building or as otherwise modified by the design engineer to adjust for unforeseen site conditions. Prepare subbase, slopes, parking areas, shoulder areas, access roads and any other area of disturbance for final grading. metal) arnvel in mrkina areas_ l lace topsoil where required. Complete the perimeter landscaping plantings. Fine grade, rake, seed and mulch to within 2 feet of the curbing. Upon substantial completion of the building, complete the balance of site work and stabilization of all other disturbed areas. Install first course of paving. When all other work has been completed, repair and sweep all paved areas for the final course of paving. Inspect the drainage system and clean as needed. Install final course of pavement. After site is stabilized remove temporary erosion and sediment controls (e.g. Geotextile silt fences). 7. DEWATERING NARRATIVE If groundwater is encountered in the building excavation the following procedures will be taken. 1) Divert surface water away from the excavation. 2) Determine size of pump and pump basin. 3) Construct sump at the low point of the excavation. Excavate Sump pit to two two feet below the bottom of building excavation. 4) Install pump intake and outlet protection (PuP). Pump water to temporary sedimentation trap (TST). 5) If standing water is encountered in the area of the proposed sump, begin dewatering by floating the pump intake at the water surface. Carefully monitor water levels to prevent the uptake of sediment. Maintenance 1) Monitor pumping operations and adjust rate as needed to keep the construction area dewatered and minimize the pumping of sediment. 2) Inspect the sump, pump intake protection and pump discharge daily. DISCHARGE HOSE PERFORATED METAL OR — PLASTIC CONDUIT SEE NOTES 2 & 3 CLEAN CRUSHED STONE OR GRAVEL SEE NOTE 4 TOP OF STONE OR GRAVEL PLACE PROPERLY DESIGNED GEOTEXTILE AROUND PERIMETER TO PREVENT PIPING SEE NOTE 5 0 000 p�p0�'-O SIDE SLOPES TO MEET OSHA 12" SEE NOTE 4 p0 p o p�,0 TRENCHING REQUIREMENTS —�— PIPE DIA. +,24'1_� TYPICAL SECTION OF SUMP PIT NOT TO SCALE I. OVERALL SUMP PIT DIMENSIONS SHALL BE COMPATIBLE WITH ANTICIPATED SEEPAGE RATES AND PUMP SIZE TO BE USED. 2. THE STANDPIPE DIAMETER AND NUMBER OF PERFORATIONS SHALL BE COMPATIBLE WITH THE PUMP SIZE BEING USED. 3- PERFORATIONS IN THE STANDPIPE SHALL BE EITHER CIRCULAR OR SLOTS. PERFORATION SIZE SHALL NOT EXCEED 1/2" IN DIAMETER. 4. CRUSHED STONE OR GRAVEL SHALL BE NO SMALLER THAN CT DOT #67 SIZE NOR LARGER THAN CT DOT #3 SIZE. CRUSHED STONE SHALL EXTEND A MINIMUM OF 12" BELOW THE BOTTOM OF THE STANDPIPE. S. IF EXCESSIVE MOVEMENT OF FINE SOIL PARTICLES FROM THE SURROUNDING EXISTING SOILS IS ANTICIPATED. A PROPERLY DESIGNED GEOTEXTILE SHALL BE PLACED BETWEEN THE EXISTING SOILS AND THE CRUSHED STONE OR GRAVEL BACKFILL. 6. THE STANDPIPE SHALL EXTEND A MINIMUM OF 12" ABOVE THE SURROUNDING GROUND. eI PUMP INTAKE PROTECTION (F N.T.S. SILT FENCE SURROUNDING STOCKPILE TEMPORARY VEGETATIVE COVER TO BE ESTABLISHED ON TOPSOIL STOCKPILE 3:1 SLOPE MAX 6' TOPSOIL STOCK PILE AREA ES-1 N.T.S 10' MIN. RADIUS Pp o N1, 10' MIN. RADIUS \ CT DOT M.01.01 #3 OR ASTM C-33 NO.3 ` � C STRIPPED GROUND LINE (REMOVE TOPSOIL AND ORGANICS PRIOR TO CRUSHED STONE PLACEMENT) INSTALL SUB -BASE OF FREE DRAINING BACKFILL OR ROAD STABILIZATION GEOTEXTILE AS NECESSARY ON UNSTABLE SOILS (:nnl.qTP1 IrMnnl FnITRAt 1r.P V/ N./ 11 r V 1 1 l V/ / \ I I N./ / IN li.— I M I ■ l/ I 16 N./ ■— VLES-1 N.T.S. 8' MAX. EXTRA STRENGTH SEDIMENT CONTROL FABRIC lo (AMOCO PROPEX OR EQUAL) WOOD POST —GRADE C BURIED 6" V GRADE GEOTEXTILE SILT FENCE UPHILL SIDE BURY FABRIC 6" BELOW GROUND SECTION (GSF)- HAY BALE BACK UP WHERE FREQUENT SITE LAODING N MAY OVERLOAD FENCE j °oo KEY IN HAY BALE 3" MIN. ANGLE FIRST STAKE INTO ADJACENT BALE AND SECURE WITH SECOND STAKE DRAIN GATE X SECTION A' -A (NOT TO SCALE) I 'uP PLAN VIEW (NOT TO SCALE)) PONDING HEIGHT WOOD STAKES OR METAL REBAR HAY BALES TIGHTLY STACKED OR OFFSET CORNERS AS SHOWN LESS THAN 5% SLOPE HAY BALE GRAVEL BACKFILL OP INLEk EMBED HAY BALE 4" MIN. INTO SOIL fist ► � �-j--_ HAY BALE BARRIER AT CATC H BAS I N N.T.S. •Y W W W W W W .L .V W W W W •Y W W W W W W SLOPE STABILIZATION USING (C;FI n 1= Qnc inns r%nK1TQn1 Qi A ni VAT 1_1 IVVIVI V VVI M 1 1 1VI— LIIf..-i7I V(\IL. (HB) PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. MUST BE INSTALLED PAPER SIDE DOWN BLANKETS TO BE ROLLED DOWN SLOPE AFTER PREPARATION OF SOIL ANCHOR BLANKET IN 6" DEEP x 6" WIDE TRENCH AT TOP OF SLOPE. BACKFILL AND COMPACT TRENCH AFTER STAPLING. EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. FCR N.T.S. 'SILTSACK' SEDIMENT CONTROL DEVICE, ACF ENVIRONMENTAL, RICHMOND, VA 800-448-3636, www.acfenvironmental.com USE STONE CHECK DAMS TO DIRECT WATER INTO STRUCTURE NOTE: IN UNPAVED AREAS, J USE STONE CHECK DAMS a a o a TO GUIDE RUNOFF INTO CATCHBASIN o... s. .: PAVEMENT BASE C OR CL TYPE CATCH BASIN OR YARD DRAIN EXPANSION RESTRAINT SILT SACK AT CATCH BAS I N sophtsti.eated site Aes%gw Landscape Architecture Civil Engineering 114 West Main St., Suite 201 New Britain, CT 06051 P 860-612-1700 F 860-612-1767 www.todesignilc.com c-IT7 = ------ JACUNSKI HUMES A'fID( T[�7"jj�'j('�j'�,��j� Tf Tr .ZZn��L.J�i1Lli Ji J.l'11i .k 199 � KIC FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Soil Erosion and Sedimentation Control Details PROJ. NO.5033A—L SCALE: AS NOTED DATE: MAY 1, 2007 REV: DRAWING NO. ES-1 I SCALE 1/2"=V-0" N.T.S. a N/F PUDELER (V.1703, P.154) i:i: , 1 �•1 R� TOPSOIL STORAGE 91 ?iARE A Iv 0 • ■, ■1 , its O : �. ,> ■■ •} 1 IE as As MEN �� � Yilil. � •• IL IN II__ __ I _ _ : I �.§ III ��--� �� ■ .11. R — _ W ME AMNON y—_�__— ..A■■■% �e9 tI — : • c I ErAmommmom .. 'v3■■■■■■■■■■[E� '--Nm I I�fAll a..l 11■aIII . • Ia ll Ulf jill � PAY` `t ON Ar �wwasi; ..._ 111, VA n QJ� - - LEGEND 011111 ON AN PROPERTY LINE YARD LINE WETLANDS WETLAND SETBACK WETLANDS TO REMAIN BUILDING CURB ------ 101 ------ CONTOUR 1 FT — — —105 — — — CONTOUR 5 FT CATCHBASIN YARD DRAIN MANHOLE SILT FENCE HAYBALES SILT SACK TEMPORARY LINED CHANNEL TEMPORARY SEDIMENTATION TRAP EROSION CONTROL BLANKET TREE CANOPY FIRE HYDRANT �:---`-_-_------------- - SURVEY REFERENCE SURVEY INFORMATION FROM A-2 SURVEY ENTITLED: TAX ASSESSOR'S "TOPOGRAPHIC SURVEY, PROPERTY OF TOWN OF SOUTH INDUSTRIAL'ZONE WINDSOR, 625 SULLIVAN AVENUE, SOUTH WINDSOR, CT", ` 12/13/06 BY ,ti.. MAP '111 - PARCEL 44 PROFESSIONALSASOUTH WINDSORSCONNECTICUTDESIGN i. PROPOSED =>� TST ECB sophts6oated site Desigw Landscape Architecture Civil Engineering 114 West Main SL, Suite 201 New Britain, CT 06051 P 860.612-1700 F 860-612-1757 www.todesignllc.com V V O 4 k�l N b JACUNSKI HUMES .eRcCIII=ct;7Cffi n II.II.(C FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 Erosion and Soil Sedimentation Control Plan PROD. NO.5033A—L SCALE: 1 " = 40' DATE: MAY 1, 2007 1 REV: DRAWING NO. ES-2 N -11 oilI-0II /7/� QL// 11 -0 UP EXIT VEST. NURSERY E� o� TODDLERS 15 CLASS 16 CLASS 17 CLASS 18 CLASS 428 NSF 428 NSF 392 SE 392 SE 392 SE 392 SE 12 ❑CC 12 ❑CC 20 ❑CC 20 ❑CC �� 20 ❑CC 20 ❑CC uP _ MECH/ELEC/ ELEV. PTI 7 Q FIRE PR❑TI O O 664 SF JAN, M F 3 ❑CC 19 CLASS 247 SF C❑BRIO❑R 13 ❑CC _A N N crl r— N 5948 GSF (NOT ❑THERWISE REQUIRED FOR F❑UNDATI❑N) UNEXCAVATED A A T A ''SC/" 1-//III 5948 GSF- LEVEL -1115' 120 OCCUPANTS (EXITING) 120 OCCUPANTS (PLUMBING FIXTURES) 0 25' 50' 75' 100' 125' O_ R �45 1" ENLOOfi� i=LAN " = 11-/TII r1 T A 1 I I r A A I 0 'J 0 0 0 0 0 0 0 0 0 �J 0 0 �J 0 0 0 L) lAlft PRELIMINARY DATE REMARKS PROJECT CBCGH S. Windsor, CT CLARK & GREEN, INC. ARCHITECTURE + DESIGN ■ 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE BASEMENT FLOOR PLAN SHEET NUMBER m N ENTRY 101 / II CANOPY N 1020 519 LEVEL OCCUPANTS OCCUPANTS (EXITING) (PLUMBING I] FIXTURES) 2 S' L /I 50' 75' 100' 12 5' r� �N Loo,;, FL,4N a I -I n i�i I Pa�`IMITJdi?Y I v vum DATE REMARKS PROJECT CBCGH S. Windsor, CT CLARK & GREEN, INC. ARCHITECTURE + DESIGN 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-5420 SHEET TITLE MAIN FLOOR PLAN SHEET NUMBER AZA a N CANT❑NESE ST❑RAGES CL❑SET CHAIR STORAGE CANT❑NESE STORAGE CLOSET --- 5070 GSA LEVEL CANT❑NESE C❑NG, 91 SEATS N HC AREA OF REFUGE +1.6,0' 0 25' 50' 7S100' �l it T T�� I I I—) A n I 'T T\/ T T T n I (— \ �4D u L L u1-'(HIN I J �,LXI I IINL-1) 161 OCCUPANTS (PLUMBING FIXTURES) UFF R FLOOR FLAN 1/011 = 1'-01I PROJECT r p p r 7 TJL S. Windsor, CT 0 iL,9 L K & GF, 1-ZC,M, 9MC. ARCHITECTURE -i- DESIGN 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE UPPER FLOOR PLAN SHEET NUMBER 2 QQ1�T-7�;' S5w) �L. r=vI TIO�IV11 = ,I- �nl�l\IIVI\ II{VVf�J"11IVI{ `' I II\IVrI vI VII.I I �vlVfvvvi I I I Ivrlb.i STREET (SC) ELEVATION STEM (TYPICAL) PROJECT CBCGH S. Windsor, CT CLARK & GREEN, INC. ARCHITECTURE + DESIGN ■ 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE BUILDING ELEVATIONS SHEET NUMBER A4*1 PROJECT CBCGH S. Windsor, CT CLARK & GREEN, INC. ARCHITECTURE + DESIGN ■ 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE BUILDING ELEVATIONS SHEET NUMBER A4*2 1 I\I n ��� �n � inn 1��' T T T T T P 11W P�-, 71 T T I T) n 71 T T kj -L kj - I \�y -A-j JL-.y %--lj ill J" JL-,Y %-./// %--.) JL 5A&E ENT FLOOR PLAN PROJECT n n 11 n II II % / IL -))Ito �I J-. JL S. Whads®rc, CT CLARK & GREEN, ONC. ARCHITECTURE + DESIGN 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE SHEET NUMBER mr, \1 KINDER B-1 B-4 414 SF 414 SF 4114 SF PHASE 2 El A 0 3-4 YR TODDLERS 11155 SF THIS FL❑❑R B-3 414 SF 414 SF MAIN FLOOR / CLASSROOM WING u ELEVATI❑N 0,0 ❑FFICES INFANTS B-2 414 SF 414 SF - C❑NF, ❑❑F BEL ❑FFICES- PREP [--81 414 SF 414 SF ® M W - STORAGE UP DN ELEV�� C LOBBY 1835 SF 367 ❑CC @ 5 SF ENTRY CANOPY (NOT FULLY OCCUPIED SIMULTANEOUSLY WITH MULTIPURPOSE) CRY 6 13 13 13 13 13 13 12 11 F KITCHEN 385 SF 8 ❑CC250 SF WOMEN MEN li ml_ F'� C❑RRID❑R MULTIPURP❑SE 940 ❑CC @ 7 SF (TO FIGURE EXITING) 6578 SF 439 ❑CC @ 15 SF (TO FIGURE T❑ILETS) 465 FLOOR SEATS 338 SEATS SHOWN PHASE 1 12922 SF THIS FLOOR MAIN FLOOR / MAIN WING ELEVATION 0,0 DOWN 7 PLATFORM 550 NSF 37 ❑CC +17' RAMP 123 SF 1 ❑CC 12922 SF 4904 SF 17826 S �69 ELEVATION°�MRIN �EVE� �� 88 01000 33412 SF TETAL CHOIR/ MUSIC BAPTISTRY DRESSING II II DRESSING REHEARSAL - SEMINAR 0 25' 50 75' 100' 125' FPHASE 3 9335 SF MAIN FLOOR / WORSHIP CENTER WING ELEVATION 0,0 BUILDOUT MAIN FLOOR, iFLAN 1/1ro" = V-®II PROJECT S. Windsor, CT CLARK & GREEN, BI G. ARCHITECTURE -I-- DESIGN it 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE SHEET NUMBER wa '----- -1 F-s R NI I i L \v F-1 l i lL-I I Sr TETAL ioo izs 71 -,1 - IT T 71P 71 T T-) Tlr--,-' 71D - IT T 7 - IT T'l n - IT T 91P -N\ T n 0 71 JI A T\\\\ T C Ul =F-P, -FLOOF, f=LAN JP U - 11 U 1% fj JD U JL-j JU U U I i \N u k--/ JL - il �tl i \N k-X JL-�j I/1'B" = V-0" -1 PROJECT S. Windsor, CT CLARK & GREEN, INC. ARCHITECTURE + DESIGN u 113 BRIDGE STREET GREAT BARRINGTON MA 01230 413/528-5180 FAX 528-6420 SHEET TITLE SHEET NUMBER A N NOTE 1 8' GROUND ROD- SEE NOTE 4 :ONDARY NOTE 3 NOTE 1 1 3 OPEN CABLE 33" SPACE I A� i �A t P 1 IN CONDUIT OR 8' GROUND SECTION A -A DIRECT BURIED ROD CABLE NOTE 4 NOTES 1. 75-300KVA-INSTALL 76"X54"X36" PAD AS PER SPC P-013 AND 014. 500-2500DVA-INSTALL 76"X70"X36" PAD AS PER SPC P-015 AND 016. 2. PRIMARY CABLE -a. INSTALL DIRECT BURIED CABLES 30"BFG. b. INSTALL CABLES IN CONDUIT A MINIMUIM OF 24" BFG. c. LOOP CABLES IN CABLE PIT BEFORE MAKING CONN'S. 3. SECONDARY CABLE -LEAVE SLACK FOR FUTURE RECONNECTING TO TRANSFORMERS WITH HIGHER SECONDARY TERMINALS. CUSTOMER CABLES SHALL ENTER FROM THE REAR AND ORTH SHALL BE CONFINED TO THE AREA DEFINED AS THE CUSTOMER CABLE AREA. 4. GALVANIIZED GROUND ROD - INSTALL IN TRENCH AND CONNECT A #2 COPPER CONDUCTOR FROM ROD THROUGH PAD OPENING AND EXTENDING 5' ABOVE PAD. 5. REFER TO THE N.E. UTILITY COMPANIES "INSTALLATION OF CONCRETE PAD DETAIL DRAWINGS FOR FURTHER INFORMATION AND INSTRUCTIONS DETAIL OF UTILITY CO. TRANSFORMER PAD INSTALLATION OA3 HS OA3 HS OA5 OA3 TO LP-TC & PAD MOUNTED EMERGENCY GENE TOR • LP-1/27 WITH BUILT IN DIESEL FUEL TANK 20A,2P CB (FF RUN 2910AWG, 1"C H E • I GENERATOR FEEDERS AND CONTROL WIRING IN CONDUIT • � CIE UTILITY COMPANY SECONDARY ELEC CONDUITS OD-S • �� AND FEEDERS TO BLDG PAD MOUNTED TRANSFORMER SEE DETAIL ON ELECTRIC DWGS OA3 HS NATURAL GAS METER •• ASSEMBLY AND s Ii CONCRETE PAD OE OE ODS III OE TO LP-TC & LP-1/29 20A,2P CB 3 RUN 2#10AWG, 1"C U1 NOTE: FOR EXACT INSTALLATION REQUIREMENTS, REFER TO LATEST NE UTILITIES CONSTRUCTON STANDARD DTR 58.301 OA3 ALTERNATE: (4) OG FIXTURES AND ASSOC WIRING ODS i ODS FOR WIRING - SEE EL-1 0 OC 1 m M KE PROPOSED ONE STORY BUILDING W 0- w m L 0 m L m F_ w . TO LP-TC & of 5 a0 _ a ih TO LP-TC & ¢ LP-1/28 0 20A,1P L U0= I'_ L j O a W LP-1/30 1n D- j O D- RUN #10 AWG 3 IIII a l OE 20A 1 P -w 1 RUN #10 AWG IIII / OD OD OD (2) 4" PVC UNDERGROUND c PRIMARY ELECTRIC SERVICE l CONDUITS WITH LONG SWEEP \ ELLS. MIN 30" BFG AND ENCASE IN 3" OF CONCRETE UNDER DRIVEWA \ \I s�craw.cs TERMINATE CLOSE TO POLE e3 FOR FUTURE WITH CAP\ �I» - I OA3 I HS TERMINATE ELEC WITH GALVANIZED LONG SWEEP ELL AT POLE AND TERMINATE PER DIRECTION FIR UTILITY COMPANIES 1__' \ 0 NEW CROSS OVER > UTILITY POLE BY \ m 1 CL&P CO 1 n 1 m 1 m 1 � I EXISTING CL&P COMPANY POLE # 00 ub►H- {-I-1-=j� OB OC OF OF OC OF \ i ALTERNATE: OF FIXTURES AND ASSOC WIRING (2) T PVC UNDERGROUND CONDUITS FOR TELE AND CABLE TV SERVICES WITH PULL CORDS. PROVIDE WITH LONG SWEEP ELLS RY CABLE NOTE 6 12" 8'GROUND ROD NOTE 4 TO LP-TC & OA3 LP-1/31 20A,2P CB RUN 2#10AWG, 1"C 42" BOLARD OA3 T SOIL LINE FROM BLDG INV= 86.4' OULLIVAIN AVCIVUC kMUU I C ly4) ITE LIGHTING PLAN 1„ = 40'-0, LUMINAIRE j EXTERNAL GLARE SHIELD ADJUSTABLE SHIELDING SHALL BE PROVIDED TO CONFORM TO THE TOWN OF SOUTH WINDSOR'S EXTERNAL LIGHTING REQUIRMENTS- GRADE SECTION 17.20.5c OANCHOR JB TWO REQUIRED PER FIXTURE GROUND MOUNTED FLOOD LIGHTS DETAIL TYPE "OF" SIMILAR FOR TREE FLOODS TYPE :OG: N.T.S. BARN DOOR ALL SIDES LUMINAIRE O ADJUSTABLE SHIELDING SHALL BE PROVIDED TO CONFORM TO THE TOWN OF SO. WINMOR'S I EXTERNAL LIGHTING REQUIRMEHT& SECTION 17.20.5c GRADE 12"X12"X 0 F THICK CONCRETE BASE TO CAST IN JB ` WITH TOOLED EDGE GROUND MOUNTED FLOOD LIGHTS DETAIL TYPE "OB" N.T.S. #8 BARE COPPER 6' X 3/8" COPPERCLAD GROUND ROD LUMINAIRE 1" CHAMFER V GRADE GALV. ANCHOR BOLTS SUPPLIED 'WITH FIXTURE 3/4" CONDUIT OR AS NOTED 18-24" BFG 12" DIA CONCRETE BASE, 36" HIGH 3000 PSI REINFORCED WITH 4 A5 RE BAR INSTALLATION DETAIL OF BOLLARD LUMINAIRE FULL SHARP CU BASE COVER WITH TAMPER PROOF SCREWS PROVIDE FULL COMPACTION AROUND CONCRETE BASE AFTER SONITUBE HAS BEEN r REMOVED POLE RATED FOR 100 MPH (EPA) D HOLE WITH PER PROOF SCREWS INSTALL ON THICK LEVELING GROUT BASE (4) 3/4" x 30" LONG GALV. ANCHOR BOLTS, SUPPLIED WITH POLE CHAMFER EDGE � 6" FINISHED GRADE p p O po p V O p � � 24.. O 3/8" COPPERCLAD 7p p V GROUND ROD X 6' '7 p O O 0 Opp pJ �— PVC CONDUIT WITH #8 BARE COPPER A O O O LONG SWEEP ELL GROUND WIRE 42" p p p OOAO O POUR 18" DIA SONITUBE CONCRETE POLE BASE USING 4000 PSI Q 28 DAYS O O O WITH REINFORCING PER ASTM A-15-57T p 17 In, p p pz OR 4 #t5 REBAR AND 4" WIRE MESH CAGE p0p017 O�O�O� I 1�l 8" u INSTALLATION DETAIL OF NEW LIGHT STANDARDS TYPE "S25V" SITE LIGHTING FIXTURE SCHEDULE TYPE i SYMBOL DESCRIPTION 1 SPECIFICATIONS SITE LIGHTING STANDARD, 20' HIGH POLE WITH HID METAL HALIDE LAMP OA3 WO HAVING FULL SHARP CUTOFF AND HIGH EFFICIENCY DESIGN, WITH CAST ALUMINUM BODY, LOW PROFILE DESIGN, ARM BRACKET AND ALUMINUM SQUARE POLE. COLOR SHALL BE ASSUMED DARK BRONZE FOR BIDDING PURPOSES - ACTUAL COLOR SHALL BE AS SELECTED BY ARCHITECT, 208 VOLT, 1 PHASE; 250 WATT METAL HALIDE LAMP. AND TYPE 3 DISTRIBUTION WITH BUILT IN HOUSE SIDE SHIELD. SPALDING "CIMARRON, CR SERIES" #CR-AD-P25-H3-F-Q-DB-CR1 HS23-SSS49ODB PLUS POLE #SSA-20-40-X-AX-DB-Q24 OA5 WO SAME AS "OA3 EXCEPT WITH TYPE 5 DISTRIBUTION AND NO HOUSE SIDE SHIELD GROUND MOUNTED FLAG POLE LIGHT WITH CONCRETE BASE OB 4 CAST ALUMINUM HOUSING WITH 70 WATT METAL HALIDE LAMP, 120V ARCHITECT TO SELECT COLOR (ASSUME DARK BRONZE) KIM #ALF-14- FH-SM2-120V WITH NARROW BEAM AND BARN DOORS ADJUSTABLE SHIELDING SHALL BE PROVIDED TO CONFORM TO THE TOWN OF SOUTH WINDSOR'S EXTERNAL LIGHTING REQUIRMENTSSECTION 17.20.5c OC 0 4T HIGH, T ROUND BOLLARD WITH ROUND CAST ALUMINUM TOP, DARK BRONZE FINISH OR AS SELECTED BY ARCHITECT. 120 VOLT, 1-PHASE, MULTI -TAP BALLAST, AND 100 WATT METAL HALIDE LAMP. SHARP CUTOFF DESIGN WITH SPECULAR LOUVERS KIM #VRB1-100MH120/XX OD M WALL MOUNTED HID METAL HALIDE DECORATIVE FIXTURE MOUNTED BETWEEN DOORS TO MATCH ENTRY CHANDLIERS, 120V,1 P, WITH 50 WATT MH PULSE START LAMP, MANNING LIGHTING "LAKEFRONT' SERIES # DE-722 (3T HIGH X 115' WIDE X 6.25" DEEP WITH WET LOCATION LABEL, BRUSHED NICKEL FINISH OR AS SELECTED BY ARCHITECT. COMPLETE WITH BARS AND FROSTED LENS, OPEN TOP AND BOTTOM, 120 VAC ODS 4 SAME AS "OD" FIXTURE BY SMALLER SIZE- MODEL # DE-720 (22.25" H X 11.5" W X 6.25" DEEP WITH 50 WATT METAL HALIDE, WET LOCATION LABEL OE 1AIA1 I hAnI IKITFII C.ACT Al I IMIIVI IRA nf') A/AI I IC-1-IT WIT1-1 Pill CHGPP r.I1T (1FF DECIGAI AND 250 WATT METAL HALIDE PULSE STAT LAMPT ,12OV,1P KIM LTG # WD18D3/250MH1201DBP/10 FINAL COLOR AS SELECTED BY ARCHITECT GROUND MOUNTED LOW PROFILE FLUORESCENT SIGN FLOOD LT 24" WIDE x 4-7/8" HIGH MOUNTED WITH (2) BRASS IN -GRADE STAKED JB'S OF 01%= AND (2) 14 WATTT-5 LAMPS, 120V UNIVERSAL ELECTRONIC BALLAST. DAMP LABEL KIM LTG # 4324-214T5(120V)-COLOR-FH24-JBR30- WITH HOUSE SIDE HOODED SHIELD COLOR /FINISH PER ARCHITECT SHIELDING SHALL BE PROVIDED TO CONFORM TO THE TOWN OF SOUTH WINDSOR'S EXTERNAL LIGHTING REQUIRMENTSSECTION 17.20.5c OG GROUND MOUNTED TREE FLOOD LIGHT WITH BRASS IN -GRADE JB'S CAST ALUMINUM HOUSING WITH 70 WATT METAL HALIDE LAMP, 120V ARCHITECT TO SELECT COLOR (ASSUME DARK BRONZE) KIM #CFL1-50MH120-COLOR--JBR30 BDCLF- INCLUDE WITH BARN DOORS ADJUSTABLE SHIELDING SHALL BE PROVIDED TO CONFORM TO THE TOWN OF SOUTH WINDSOR'S EXTERNAL LIGHTING REQUIRMENTSSECTION 17.20.5c CHANDLIERS REFER TO DWG EL-1 LIGHT FIXTURE SCHEDULE FOR CHANDLIERS USED AT FRONT ENTRY DOORS AT ENTRYS 422 Highland Ave. Cheshire, CT 06410 203-271-3787. fax 203-271-2886 JACUNSKI HUMES ARCHITECTS, ILILC FENN PLAZA 121 FENN ROAD NEWINGTON, CT 06111 FAX 860-667-9114 TEL 860-667-9221 SITE LIGHTING & UTILITIES PLAN & DETAILS PROD. NO JHA 0614 DRAWING NO. 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Sir I all J Aj'(��t V -LIN �-w�%-lx �x V 1V1�� AIRC2111ITEC 11 S9 LLC FENN PLAZA 121 FENN ROAD NE'WINGTON, CT 06111 FAX 860-667-9114 =r- 860-667-9221 SITE LIGHTING FC CALCULATIONS PLAN ELECTRICAL PROD. NO. JHA 0614 MED 0636 SCALE: 1 /40" = 1' - 0" DRAVON0 NO. SL-2o I u DATE: MAY 1, 2007