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II 1• il' UNCASVILLE, CT 06382 7777 T777-7 17 77, LOCATION MAP: SUBMISSION SET 3 0 250' 500' 1000' in SCALE: 1' = 500'-0" DRAWING LIST: SS1.01 L0.01 L1.01 L2.01 L3.01 L4.01 L5.01 -L5.02 C1.01 02.01 C3.01 C3.02 ESU -1.01 ESU -1.02 A5.00 SITE SURVEY OVERALL SITE PLAN SITE DEMOLITION PLAN SITE LAYOUT PLAN SITE MATERIALS PLAN SITE PLANTING PLAN SITE DETAILS GRADING, DRAINAGE & EROSION CONTROL UTILITY PLAN NOTES & DETAILS DETAILS SITE LIGHTING & DETAILS SITE LIGHTING PHOTOMETRIC PLAN OVERALL EXTERIOR ELEVATIONS KAESTLE BOOS ASSOCIATES, INC. '', ARCHITECTURAL, STRUCTURAL &LANDSCAPEassociates, Inc BOUNDARIES LLC. DIVERSIFIED TECHNOLOGY CONSULTANTS CIVIL ENGINEER MECHANICAL, PLUMBING & ELECTRICAL ENGINEERS APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALL WORK CHAIRMAN OR SECRATARY SIGNATURE DATE DATE INITIALS OF CON a. OOS RSSO co v , yea G o vcn 0 ;` x 01 o Iz0 NO. 9CTICEG PASSIVE SOLAR ENERGY TECBNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDMDER SIGNATURE DATE ENGINEER SIGNATURE DATE U Z U 0N 00 CnW Cnw Cr ra0U ON Pv PV Q' 9 SP G C MQS O91j ORc 0 SIDE 9 O/ NAUGHT N PARK RD. # 1 v HORTON COVE OG NAUGHT N PARK RD,#2 9l SUBMISSION SET 3 0 250' 500' 1000' in SCALE: 1' = 500'-0" DRAWING LIST: SS1.01 L0.01 L1.01 L2.01 L3.01 L4.01 L5.01 -L5.02 C1.01 02.01 C3.01 C3.02 ESU -1.01 ESU -1.02 A5.00 SITE SURVEY OVERALL SITE PLAN SITE DEMOLITION PLAN SITE LAYOUT PLAN SITE MATERIALS PLAN SITE PLANTING PLAN SITE DETAILS GRADING, DRAINAGE & EROSION CONTROL UTILITY PLAN NOTES & DETAILS DETAILS SITE LIGHTING & DETAILS SITE LIGHTING PHOTOMETRIC PLAN OVERALL EXTERIOR ELEVATIONS KAESTLE BOOS ASSOCIATES, INC. '', ARCHITECTURAL, STRUCTURAL &LANDSCAPEassociates, Inc BOUNDARIES LLC. DIVERSIFIED TECHNOLOGY CONSULTANTS CIVIL ENGINEER MECHANICAL, PLUMBING & ELECTRICAL ENGINEERS APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALL WORK CHAIRMAN OR SECRATARY SIGNATURE DATE DATE INITIALS OF CON a. OOS RSSO co v , yea G o vcn 0 ;` x 01 o Iz0 NO. 9CTICEG PASSIVE SOLAR ENERGY TECBNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDMDER SIGNATURE DATE ENGINEER SIGNATURE DATE U Z U 0N 00 CnW Cnw Cr ra0U ON I 82 \ LEGEND ull M-) UTILITY POLE \ \ \ \ \ a \ \ \ \ COsGUYWIRE * A SURVEY CLOSING LINE IS A LINE USED FOR SNET SOUTHERN NEW ENGLAND TELEPHONE .,Iy°. TECHNICAL PURPOSES AND IS NOT TO BE SIDE R CONSTRUED AS BEING A PROPERTY LINE. - 1 \ \ \ -30- - TONCQNC. CONCRETE r r „. \ \ \\ \ \ _— — — — — — — _ \ \ PARKHAUGHRD. #1 f MORE OR LESS I\ `a gco aN 0 \ S.F. SQUARE FEET o - - _ - \ - - - - - - - - \ \ HAUGHTEIN40-_ -- \ \ \ \ \ PARK RD, Ma 000000 STONE WALL REBAR OR DRILL HOLE TO BE SET J \ 78 ANGLE POINT C' / // _ - - - - \ - El MONUMENT GT 6 8 3 / / - - — \ \ 1 \ _ LOC.L ON.i.lP REC RECOVERED RID 19 / /// // /----'\ \\\ `-- 50— REC 76, saw. -1 1000 IP IRON PIPE \ \ DH DRILL HOLE / / i / / // / // / // I \\ \/ ( -- -_\\\\ \\\\\7\ RBR REBAR / j _ I \ EXISTING DRILLED WELL 7 STONE RETAINING WALL / / / j/ / / / / / - i \ (POSSIBLE MONITORING WELL) \ \ \ 1 \ \ l ^ I I \ / / 7 - -30, i / / 'GRAVESTONE \ RBR RCP REINFORCED CONCRETE PIPE / / I / / , /// i ' / / '"GEORGE HAUGHTON" / \ SET /^ \ \ \ \ \ \ I I 1 71 / _ _ _ / \ \ 69 MBGR METAL BEAM GUARD RAIL 40 / / / / / I / / / / / / / / / 221.37' \ N 725575.66 N/F NOW OR FORMERLY / / ( / / / / / RBR N30'S2 26"V \ j ' _ / / / / SET *SURVEY CLOSING LINE \ \ I E 1177004.75 ( // / \ \ \ 1 1 / / / - \ \ II / / / I / / / // / / / ` \ I / l \ \ \ \ \ W/ WITH o / / ' / / y / / / / / / / I 1 I 1 - 72 j// j /// j / ' - I -GRAVESTONE \\ I I ) // % / I I I - --- CHDCHD WG 120— v G 7X AID BCLC NAVD 0 KAESTLE BOOS associates, Inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 6 Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 L Fax: 508-549-9907 Email: kba@kba-archltects.com ® Web: www.kba-architects.com STONECONNECTICUTHIGHWAYI 39/. / / / / / j // / / / / i i / \ / i / I I / / / / / / DEPARTMENT MONUMENT, " a 1/ r / / / / / / / / / / / —_GRAVESTONE / \ /'\' / RETAINING 4DH i I ////"WILLIAM W. HAUGHTON / / / ,3WALL WATER GATE // 2ISSUE DATE EXISTING CONTOUR /, / j/GRAVESTONE ( / / X42-6 /\/ J"- REC DATE DESCRIPTION CATCH BASIN6169.70 38 / / / , / ' .( / / i / / / / D / ////NG /. - / 02/09/11 ISSUED FOR COMMISSION REVIEW GAS GATE 176616. 68I/////////yyO COMMUNICATIONS MANHOLE / / / / / / / / / / / /rSlhJ / / % / / / / / I / THE EXISTENCE OF THIS CART PATH l SANITARY MANHOLE 1 / N13'OB44 / , / / / / / / / / / / / / / / / / / I // / - INDICATES POSSIBLE UNRECORDED 2 *SU 7M1' / / / / / / / RIGHTS TO PASS AND REPASS FIRE HYDRANT r R EY CLOS/NG59.57'/ WETLAND FLAG V / / / / / / / / / / / / l O l I -- BITUMINOUS LIP CURB / j / / / / / / / / / / / / / / / / / ' REVISIONS RBRNORTHAMERICANVERTICALDATUM ) - _ - - _ DATE REFERENCE 36' ( i/// / / / / / / / / / SET / / / // --- / / \ MAILBOX 35/ / % 1 / / / / I % / / / % / / / / / / S24'5533"Ern 3 / %/// `` / -,/ / // / // / I / // IP /// // RBR /// 275.0, IP I ' REC / REC / " REC / 149.89' _ S273WlrE 146.04200.61 S25'52 08E S25'51'38"E IP S24'5533"E' IP REC REC / 4/ CHAINL// FENCE INK II I 33/ I / / / / / / / / / N/F N/F N/F NEHOC LLC SHORELINE BRANCHES LLC JASONW. LINNIFIVOLUME542PAGE994VOLUME305PAGE836LINDAHOWEEFLING21 / / / / / / / / 907 ROUTE 32 LLC / VOLUME 471 PAGE 674VOLUME491PAGE533II . N/F THEODORE T. SR., TRUSTEE OF THE J 12 PROPERTY OF ITHEODORET. WISNIEWSKI SR. l I l / l I I I THE TOWN OF MONTVILLEREVOCABLELIVINGTRUSTCREATED • / / i I 1 ( i I I N64.23'15"E PURSUANT TO AGREEMENT DATED DH- // \ J 1 1 I I ( ( \ _ 400.13' OCTOBER 22, 1998 10 REC 13 30 I I SUR"VE' -VOT- 'S ^' w VOLUME 317, PAGE 378 1 -- \ I I I \ \ \ \ IP 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF I I ) REC CONNEC77CUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ADOPTED FOR USE BY TIME CONNECTICUT ASSOCIATION OF N64'26'15"E LAND SURVEYORS ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS T • T . r 14 \ \ 400.13 PROPERTY SURVEY AND "TOPOGRAPHIC SURVEY' THE BOUNDARY y • y • `-' • 29 \ 1 \ \ \ / DETERMINATION CATEGORY IS "RESURVEY",- THE HORIZONTAL ACCURACY LAND SURVEYING HISTORICAL LAND RECORD RESEARCH 28 1 \ \ / / I CHD CONFORMS TO CLASS "A-2 ; THE TOPOGRAPHIC ACCURACY CONFORMS TO COMMERCIAL & RESIDENTIAL DEVELOPMENT R=533.70 DAMSTO•` \ \ \ \ \ I \ ` , \ \ \ \ / / % I CHD REC REC CLASS "T-2. " h I \ \ _ J S25'55 21 "E S25-55'21 "E r, P.O. BOX 184 L=98.78' _ ' •'` \ \ / ' / - / / y 2. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN DEPICTED q \ / \ \ \ - 179 PACHAUG RIVER DRIVE TAN=49.53 STONE \ r ` v IP REC 153.41 153.41 OR NOTED HEREON. GRISWOLD, CONNECTICUT 06351 DELTA -10.36'18" MASONARY ` \ \ \ \ \ \ \ 1 27 \\ \\ \ 1 DISTURBED N6426'15"E 3. RECORD TITLE TO THE SUBJECT PROPERTY IS REFERENCED TO THE FOLLOWING TELEPHONE (860) 376-2006 15 FAX 860 376-5899CHD=98.64 ?' ' - WALL \ \ ) \ AREA OF 0.13 DEEDS RECORDED IN TOWN OF MONTVILLE LAND EVIDENCE RECORDS: ( ) ENCROACHMENTCHBRG=S f 6' 12'33"W N35'41 '31 "E CHD NOT RECOVERED R=533.70' L=9.68' W TAN=4.84' DELTA= 1 '02'21 " CHD=9.68' CH BRG=S10'23'14 I - A STATUTORY FORM QUIT CLAIM DEED FROM SYDNEY R. POMER, AS TRUSTEE O 2010 BOUNDARIES LLC 1 STORY .035 U/A/W SIDNEY R. POMER, DATED 12/20/76, TO THE TOWN OF MONTVILLE, THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY 16 COMMERCIAL T tt t RECORDED ON MAY 22, 1984 IN VOLUME 158, PAGE 826. PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE BUILDING ./`i1 DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION MON \ ' I J I 26 / I ' I / A STATUTORY FORM QUIT CLAIM DEED FROM SYDNEY R. POMER, HARRY A. OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. iREC - - O I I l GAMPEL, OF THE TOWN OF WEST HARTFORD, COUNTY OF HARTFORD, STATE OFN.T.S. CONNECTICUT, AND UNITED BANK & TRUST COMPANY, TRUSTEE U/A/W JANE C. STONE RETAINING IVALL' / I / I PASSERO, DATED JULY 7, 1982 TO THE TOWN OF MONTVILLE, RECORDED ON 17 i I i // // / I MAY 22, 1984 IN VOLUME 158, PAGE 828. 4. THE FIELD SURVEY WAS COMPLETED ON 8/31/2010, LAND RECORD AND gP RELATED RESEARCH WAS COMPLETED ON JULY 9, 2010. ADDITIONAL 1 0'3 STONE TOPOGRAPHY WAS OBTAINED 1-24-11 FOUNDATION I ` \ / / l I i I S.LIMIT OF WETLANDS WERE DELINEATED BY R. RICHARD SNARSKI, C.S.S. REMAINS/ \18 25 CHD NOT \ / \ \ \, -- R%FERT'.NCE -MAPS 'TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY RECOVERED \ / \ \t9 I / I • A. PLAN OF PROPERTY OF LOUIS BECKER IN THE TOWN OF CORRECT AS NOTED HEREON." Y4 / f MONTVILLE, CONN. SCALE 50 FEET TO THE INCH. BY CHANDLER & PALMER, ENGR'S. NORWICH CONN. 1946 BENCH MARKI /1 (\ PROPANE B. SUBDIVISION MAP PREPARED FOR SYDNEY R. POMER ET ALII \ \ FILLING STATION NAIL IN SNET 3867 " , J I ELEVATION 65.92 ROUTE f 32 MONTVILLE, CONN. SCALE: 1 - 100. MARCH 11, R=533.70' I / / I \ - \ ^ / / / I - J (NAND 1988) 1975 CONN. PREVARED 6/9/ 75BY , BERNARD F. STONE & ASSOC.. INC. SALEM, 0016 L=326.21 ' 20 / ` _ l - 1 / / / C. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY HN U. FAULISE JR. L.S. LICENSE NO. DATE 10 A- GR TAN= 168.38 / / / '43\ \ % MAP, TOWN OF MONTVILLE, NORWICH -NEW LONDON ROAD FROM UNCASVILLE SNET - _58-- - DELTA=35'01'15" I/ / \ - \ / / O / SCLC SWITCH NORTHERLY ABOUT 6,100 FEET. ROUTE NO. 12, SCALE 1"=40, 2812 l CHD=321.16' / APPROVED 1930, NUMBER 9012, SHEET NO. 2 OF 2. CH BRG-SO7'52 45" E I I - / , _ _ PAVED PARKING i i `• '-- _ - ,• / / AREA CHD NOT / DETAIL CONC. / TRAFFIC S25'55'21 "E21IJ _ _62 METAL " " SIDEWALK / STORE CONTROL 1 DELINEATED THE WETLAND AND WATERCOURSE BOUNDARY ON THIS PROPERTY WITHIN 60---- NET 22 RECOVERED - - COVERS ' / SIGN BOX 354.14 THE LIMITS DEPICTED HEREIN. I AM OF THE OPINION THAT THE WETLAND BOUNDARY, 2810 ® , - " NU C0BM GR PAVED © / DRIVE cOc _ 0'qV I0 A7 SNET 2810 2 - AHEAD SIGN S S119NET35Y 255521E y 153.41 • r_ Awn, .i CHD TRAFFIC 49'10"E -REC CONTROL BOX 88! XPDCEF'42W-- 112.26' / SNET SNET 428092808 C T O 4 SNETY-- T ICH 4 4 375 RECOVERED i SNET _ — 6— _.3867" WHICH I MARKED ON THE PROPERTY IS SHOWN CORRECTLY ON THIS MAP. DATE R. RICHARD SNARSKI, CERTIFIED SOIL SCIENTIST #1975 CT ROUTE #32) SCLC PAVED PAVEDSNETSNS•SNET DRIVE DRIVE 2I8" 3876OLD" APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALLWORK CMRMAN OR SECRATARY SIGNATURE DATE DATE INIMS PASSIVE SOLAR TECHNIQUESRGY111HAVEBNODEDINDEVELOPMENT PRESCRIBED PLAN SUBDIVIDER SIGNATURE DATE ENGINEER SMATURE DATE 1 _ KEY PLAN 0 20' 40' 80' Inn SCALE: 1' = 40'-0' PROJECT TRUE Dom 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW Z DRAWING NO.: 0AimAFROAfqkC> bb U 0N NIF THEODORE T. SP., TRUSTEE OF THE L -VTHEODORET. WISNI;-7 VSK1 SR. PEVOCABLE I WING TRUST CREATED PURSUANT TO AGFEEMENT DATED OCTOBER 22, 19-05 VDI'UVE 317, PAGE 37E rebar vl/cop flush firm 1-2murfit-dufly / 28 4o- 50— It 041Glk-- N7255 7566 50' GRAVESTONE' E 11 77rjO4.75 SETBACK A,- 70 Z j/ N 726-1 70 E I 17 16.66 501 GRAVESTONE' DH SETBACK PEC VEHICLE IMPOUND DUMPSTER. AREA`'+'+'«'+'..,', X, f ++ +" + 1+ X 4 + STORAGE GARAGE ++++*++ + + ++.+ Un + + + + + + + . . ... . . . . . . . . . . . . . . . . . POLICE PARKING: 37 SPACES + 1-Z L4-- + 3/4 ip flu -E -h RETAINING 200,E;1 ' S25'52'08 "f- irr 146,04' X WALL W/ FENCE 1p 525 '388 "E- S24'5,5'33`F if rr 34 !UNDERGROUNDA +7+ FUELIGENERATOR4++++ i \516" REBAR UP STORAGE 0.4 FIRM JE21 ACCESS 33/ J I I I0 NIF NF -HOC LL.0 SHORELINE BRANCHE-S LLC VOLUVE 542 PACE 994 VOIW,,E 305 PAGE 536 7 + + 1++ 1++ u NIF NIF REGULATED + 44 SALLY PORT 9,07 ROUTE 32 LL'C WETLAND +`,l +` VOLUVE 491 PAGE 5131,3BUFFERAREA + 1:+ 177.5' SITE INFORMATION V 30' SIDE YARD A* SETBACK 16 WETLAND LIMIT I NEW SIDE ----' WALK 30' SIDE YARD SETBACK 1 STORY COMMERCIAL CRUISER PARKING: 5 SPACES V6 911, PAVED P,'RKWO, APEA PAVED SIGNAL QDR1VE SIGHT LINE (TYP.) SIGN f' 0--d both @b e be SNET 2S I Cj SNET SNET fry2808 PAVED 14r+ t S NCT & OrVED J'VET WE DFt F ZONE: COMMERCIAL -2 DISTRICT (C-2) ZONING REGULATION REQUIRED PROPOSED AREA: 1.84 AC (80,000 SF) 15.96 AC (695,218 SF) FRONT YARD SETBACK: 50' MIN. 124.5' MIN. SIDE YARD SETBACK: 30' MIN. 38' MIN. REAR YARD SETBACK: 30' MIN. N/A MAX BLDG HEIGHT: 70' MAX. 26'-2" MAX. (CUPOLA 33') PARKING REQUIRED: POLICE BUSINESS: TRAINING ROOM: PARKING SPACES REQUIRED: PROVIDED: VISITOR PARKING: CRUISER PARKING: LOADING AREA: PARKING SPACES PROVIDED: 36 SEATS 40 SEATS 76 TOTAL SEATS/3= 26 PARKING SPACES 15 SPACES (3 HC ACCESSIBLE) 48 SPACES I SPACE 64 SPACES NOTE: 1 SPACE FOR EACH THREE PERSONS FOR WHICH SEATING ACCOMMODATIONS ARE PROVIDED, PLUS PARKING AS REQUIRE FOR RELATED USES. flush, r firms PASSIVE SOLAR ENERGY TECENIQUES AS PRESCRIBED BY LAWI HAVE BEEN CONSIDERED IN DEVELOPNM OF TfUS PLAN I I SUBDMDS SIGNATURE DATE ENGINEER SIGNATURE DATE KACSTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-archftects.com M. N,,V,- os ASS*6-"\-,,-*,1,0N () . ...... . z A A- 0 0 Uj 0 Uj si. lz 4, 4% s C) c ci NO. 9 0 4 CTI C E OF-. KEY PLAN 0 20' 401 80' I L9 = SCALE 1* = 40'-0* PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 1002100 DRAWN BY: BSW 0 AOVEMMLL SITE DRAWING NO. L0s01 ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE KEY PLAN 0 20' 401 80' I L9 = SCALE 1* = 40'-0* PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 1002100 DRAWN BY: BSW 0 AOVEMMLL SITE DRAWING NO. L0s01 P=533.; L= 98, r TAN=49. DELTA=10'36' 1 CND= 98, F CH BRC= S 16' 12 `3 CII 0000..` -- - _ _' - _ _ -.. • .,, ;, ry' ,,,- `_ --__ `"- --" RC1---__ ____ - .-.,' '.. ` •'`' `` \ 1 0000. "'" -_. -... - 0000._.- _ 1 ! •! \ \ 4 L \. `. •, ...,, t EXISTING DRILLFELL \ ` }} } 1 \ 1\ - `•' POSSIBLE MONITOR?,4C i `;*LLQ" \ t 1 ! } GR.a,ll,STiI,' E r_........, t, / \ 1'' 1 1 1 1 `. - RSR SET f , i } 40 22' .3 7 ' r \ 1 ! 1 \ \ f 1 \ r16Vl _ 725 5 75.0',, \ \ I I 1 rRSRN30'S2'2 } } rT , \\ .SJ!?VL C SING LINE ` E 11770£7 .x51 f / / r ,. e ,,. / r r/ r ...-• .-- .- -50 GRAVESTONE BUFFER SHALL ,. e -- j NOT BE DISTURBED TV•' 1 I 1 s2 GRA1Sr 1E r •-- r / •' . r r r / — .-- < ..- .,-, 0000- — — - r< frc „ Ali ) i ! { / / r , ! r / f/, ` CPAt _..Ti,v r r r o 9 / f ;tOLLIAM KI F?,AUJ ;F/TCN I ' 9v / / ( / r / / r ` r f / , f r r / ' / •' f f ' \ / \ / f j / f --.._ / f j f if f / /'` rr/ / fir! r ;.r s`,, i"', -'"/`,.r r1,,/f'• ' / % U ____ I \ ( j/ \ f -- f / / / 40 50' GRAVESTONE BUFFER SHALL, ` /> F' cST? V ,k ` \ / t ( i` / / / / / / 't "- Y NOT BE DISTURBED (TYP.) f ; ' f r ' , `?r E } % \ \ I / / , 1l j / y / / / ` / / i / —42-- N 726169, 70 E 11x6616.65 r r rr 1 / I / %/ / /r ` r, r 3 cit 1 i 1 s 0r i i / / f ,, t • ,••- - -- j / / ,- Oma, % ,, %` / / f1 • a Dt- 1 RE ' `" 1 ! t 1 Fi9l r' j, 1/. rp, ft ' /r 2t/ f / r, ` 1,/ // tfr/ / f/ /\ / ' f_/ J/ jf., l /// ! ff/ / jj l / /{ I / / r / f ; ///', /, /,,%/ // w// / / tl ` `; / / /, / /, ,/// C OF THIS CART PATH Art) P 392LE UNRECORDED GSS AND REPASS r— 0i r r r r r F11 011/1 Ian j 1 r ! / / / / / I //i/ t/ /' / / / f/ / / / / /' / / ' / / / / , / / r /,, / / / /i / / / / / / / f t / r•,,•.-' / / % r% / / , / y/ / / ,, , / /, /, / , / /, / , / , , / fir, / / / f, / ./ / ' 10 i/ / 314„ ip jf f E PSR IP "Ush R_ EC EC 9' 52'08"F i firr201.61' c2 S25'51'.38"EIP S24`55'33"E r / ' /' // / //,'/ / / //',/ REC I l7. 3.3903'' 9"E a34 CHAINLtNh f / ; / //+ , UP 0.4 F1Rt.40/ I N/F I N/F ol LLC SHORELINE BRANCH' I ! j 1 f 1 / / / I / , /, , / , / , / / r / / N F VDLUI' 542 PAGr' 994 VOLUt4E 305 PAGE 836 10a 907 ROUTE 32 LLC Ni- / E g -' 1 f f ( 1 / ' /„/ /' / / / / / / ' / / / VOLUME 91 PAGE 533 f / / j, / / / / / / / / / / / , / / /, THEODORE T. SR., TRUSTED_c OF THE TFF- aOOORET. V.tISNIEVJSKI SR. IrJ„- 1' DLf "J f / I / / // // // E9!". // // %/ E LIVING TRUST CREIf TED PURSUANT TG AGR -, ;' /, , / , / , , , / / , / / / /' / ,. 7EE"i FNT TED / .* / y / / / / / / ,4'23',5"E I IOCTOBER22, 1998 DH! - t 10VGLU;.'.E 317 PAGE 378 - 1 1 / / /,' / / / ' / // / ' / / // / / / , / / e w APPROX., LIMITS OF CLEARING SHOWN. PRIOR, TO 1 % ,,v % , / /,' do ' CLEARING GRUBBING OPPERATIONS CONTRACTOR a 14 l /+ / y //i / ,// ,i,/ SHALL FLAG BUILDING PERIMETER & CLEARING o \ / / J. / ' / / / / LIMITS. NOTIFY ARCHITECT & OWNER FOR • , , ,' / STONE 0i ! \ zy/ / //,/ / /fit,/ / / / REVIEW NAL APPROVAL IN FIELD. ryDA M 1 /4-) ,r, STONE \ t / / / / / / / / /, r/' / / , / / , v / MASONARY VIA' L 01 I / Alii 'f 1 i / , // j. // / 1/ ,/ / / / BUILDING STONE RETAINING WALL / 1, l / % / I // / ' / , , / / / / / / oi S r„ / /' /,, I'VE REMAINS OF / I 1 / , / / / ' ;' / , ' % / , • / / , / / , / / / / / / ` NE FOUNDATION FOU1`YDATOt %• :• j• • / / y /` , // / , // / REMAINS rohar w/cop c7 SPtET murfit-daffy 2612ftu; h firm? SINET 2611 Yf / / / r , / / // ,/ / / / ,/ / , PROPANE BENCH MARK Jt,L IN SNET381617/ , h. FILLING STATION ELEVATION 65.92 t INAVD 1988) 4k/ , / ,, / , , / , r / , / , % oi COORDINATE ALL RELOCATION do -SCLC REMOVAL OF EXISTING UTILITIES / ,1 / , / , / / / , fid• ; l y./ / W/ PROPOSED IMPROVEMENTS'/I' / % } PAVED AND UTILITY CO. REFER TO MEP; , / , ,. a / °'/ /' / // /,', // i PARKIM3 CML DRAWINGS FOR,'.(' ., , / / , / /,r/ // / AREA, i / r / / COORDINATE ALL UTILITY DEMOLITION OPERATIONS WITH OWNER. MAINTAIN SYSTEMS IN OPERATION AS REQUIRED. COORDINATE DEMOLITION LIMITS WITH PROPOSED IMPROVEMENTS. ADDITIONAL UTILITY DEMOLITION INFORMATION IS NOTED ON CML DRAWINGS ALL TREE CLEARING LIMITS SHALL BE FLAGGED IN THE FIELD AND BY PROJECT LANDSCAPE ARCHITECT AND TOWN ARBORIST/STAFF AND SOIL SCIENTIST. j ADDITIONAL INFORMATION c0 S",'ET — - / / / _ d..'/.' % y/ G / / /' // // / // j:/. // -//, f / A" StDE6'tAt.K /` STORE CONTRI CONIC TRAFFIC S 555'21 "E f' -- 2810 ''-..• 1 — _ P .,/t ,/ / I . jS#Pti I FOX I t. I Q l E IJ 17 1 RCP-- — --- - — WATER SHUT-OFF TO 413 - PAVE 1:3- PAVED DFIVE crc C. REMAIN. (ADJUST CAP PR TECT 0 ELEV. CAST INWALK) HYDRANT TO REMAIN c' SN --T'° 2810 Ai S25•49'1tl"f SIGN ,SAWCUT PAVEMENT 18' FROM CURB. 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RE`VOCA_LE LIVING TRUST CPEATED FSURSU/kN T TO AGREEA,10VT DATED OCTOEER 22, 1998 1/0LU'IE 317, PI;CE 378 O j3 rl( 6 i y. 70 / it ',6.6b 3Z 1 L a \ w R6f N 725936.21 1 t E 1176573.38 1 N 725933.17 33 f E 1176565.96 50' REGULATED WETLAND BUFFER \ e \' 0.50' 0 131 \ 4' C3 i'v WETLAND uMIT- 26 I 17 2 19 + 24 50' BUFFER ZONE" NO DISTURBANCE) I I 50' BUFFER ZONE NO DISTUR BASELINE / E 1176641.96 13 ® R5' _ ( C R5 4' 11' 10' RVI N 725814.70 ------ --- ----------- T E 1176318.8R5' N ` • Al ' 725809.7.73 8 E 1176310.40 2812 5' R57' 42 S { E 1176287.93 N 725692 39 SINE / R34' E 1176314.23 N 725707.721.7— r "_ L — E 1176270*88 2811 PAVED DRIVE Uc SICNAL- ) co AHEAD N 725700.16 E 1176255.13 c SNE7 2F 10 10' DBL LEAF GATE 1 WETLAND UMIT-' 50' REGULATED) WETLAND BUFFER \ rz10 N 725575.66 E 1117004.75 1 r 1 i 1 If 1 1 4t&/ 1 * 135' t 1200.61' S25'52'08"F — — -• — — — 140.80 — — — n _ _ _ 145.04'_ S2551'38"E' 38E S2z,•55'33 "c i I I 1/ N/F 907 ROUTE 32 LLC VOLUME 491 PAZE 533 Ei I 1PqAVEDn A EA CONC. TPNAFPIC j SIDEWALK STORE r, nVr7SIGNiBJ? Tr.0 i - SNI -:7' C _17 - PAVED N/F NEHOC LLC VOLWP E 542 PAGE 994 1 1-11 " - " 1 - - 1. LAYOUT INFORMATION IS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL LAYOUT INFORMATION. BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION FOR REVIEW AND CLARIFICATION. S25:5,5'21 354.14' CHD NOT 1?ECOVERED t= f' E: APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OFALL WORK CM MAN OR SECRATARY SIGNATURE DATE DATE INITIALS N/F SHORELINE BRANCHES LLC VOLUME 305 PAGE 836 i.EGE"DIm PROPERTY LINE EXPANSION JOINTS CONTROL JOINTS LAYOUT BASE LINE CLL CONSTRUCTION LIMIT LINE 0 y f W RADIAL DIMENSION 1* LINEAR DIMENSION R 12 ANGULAR DIMENSION 14 PARKING TOTAL I PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDMDER SIGNATURE DATE ENGINEER SIGNATURE DATE KACSTLE: BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 ® Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 ® Fax: 508-549-9907 Email: kba@kba-architects.com ® Web: www.kba-architects.com DATE REVISIONS REFERENCE 79-174411iIOU 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW DRAWING NO.: SSO cotiOL` 0 y f W t iC R 12 NO.9 , .,2ct+,•• O, DS ll1!}illi}i}i l.l5, •' ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW DATE REVISIONS REFERENCE 79-174411iIOU 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW DRAWING NO.: 0 725575-613 ` \ E 1171004.75 19,70 8' HEIGHT 3 I jr, r, vDHPEC L5.01 t / STORAGE GARAGE SEE / 1 11A ARCHITECTURAL DRAWINGS FOR fTYP. OF 7) L5.01 NO CURB \ `_ / ADDITIONAL INFORMATION. ALONG THIS EDGE 2 HYDRANT. SEE CML DRAWINGS 1 11A (TYP. OF 2) 1L5.01 PAINTED ISLAND 6 I 132t?C1.6? ' S?_ 5'S2't78"£ _ _ 149.89' _ _ _ _ _ _ 145.04' l / 3.5' HEIGHT UNDERGROUND FUEL TANK. EE MEP _ _ _ _ _ _ _ L5.01 PLANS FOR ADDITIONAL IN MATKNN. S25'51'38"E 524'55'33'E I END CURB 34 6 11A 4 L ` L5.01 i OF s) \ E - 2111) L5.01 1 ? 3 RETAINING WALL 5 SEE CML DRAWINGS) L5.01 f - VEHIC. APRON. I NSF NSFs' THICK CONC. (TYP.) , , Z ©N/F I NEHO LLC I SHORELINE BRANCHES LLC2GEN. PAD 3 " / ti VOLtIr".9P 542 PAGE 994 VOLUME 30~ PAGL5.01 L5.01 , 907 ROUTE -1 LLC E 83 It 1 fF - . moi, st s VOLUME 491 PAGE 533THEODORET. .R., TRUSTEE J" f THE - 10 10 I THEODORE T. irVISNIEWSKI SR. , L5.o1 L5.o11L5.o1 f ( REVO'-'A,PLE Lf N(, TPUST CREATEC? PURSC,rAPmrT TO AGREE,MfLE1VT D.4TEC ' IGCTOBER 22,199 ® ,-` 3 METER IViaUtVZ < PAr Is8 t L5.01 8 3 7 \ f ENCLOSURE e / L5.01')'L E G E N r[o) X A .' f' 14 CONC. TRANSFORMER VAULT IN / , esDETAIL # ACCORDANCE W/ UTILITY CO. 1 / REQUIREMENTS XX XXX DETAIL REFERENCE TAG SHEET DENOTES MAT. 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Box 2590, New Britain, CT06050-2590 Phone: 860-229-0361 ® Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 ® Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.corn dONA A o° cryo spydQSvSC *s! J co G Cry q; t ; T 'Mti( 1ke ; O 6 is to F oZ1 Y C?i-n .cU per NO.9 , '% y` rF` ''• •. o ?.• G`. uruunrrtrauu u." ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW DATE REVISIONS REFERENCE KEY PLAN 0 20' 40' 801ML-11' SCALE 1" = 40'-0' PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW I'E ATE IAL DRAWING NO.: 1 PLANT LIST CODE QUANTITY BOTANICAL NAME COMMON NAME SIZE COMMENTS TREES AG 3 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SHADBLOW 8'-10' HEIGHT B+B CF 1 CORNUS X RUTGERS 'CONSTELLATION' CONSTELLATION HYBRID DOGWOOD 2"-2 1/2" CAL. B+B MR 1 MAGNOLIA STELLATA 'ROYAL STAR' ROYAL STAR MAGNOLIA 6'-8' HT. B+B PC 2 PYRUS CALLERYANA 'TRINITY' TRINITY FLOWERING PEAR 2"-2 1/2" CAL. B+B PG 4 PICEA PUNGENS GLAUCA COLORADO BLUE SPRUCE 2"-2 1/2" CAL, B+B TN 46 THUJA NIGRA ARBORVITAE 8'-9' HEIGHT B+B UC 6 ULMUS CARPINIFOLIA 'HOMESTEAD' HOMESTEAD SMOOTH LEAVED ELM 2"-2 1/2" CAL. B+B SHRUBS AP 12 AZALEA 'POUKENSIS" EVERGREEN HYBRID AZALEA 30" HEIGHT B+B BM 31 BUXUS MICROPHYLLA 'WINTER GEM' WINTER GEM BOXWOOD 30" HEIGHT CONT. CA 12 CLETHERA ALNIFOLIA SUMMER SWEET CLETHERA 24" HEIGHT B+B CH 23 COTONEASTER SALICIFOLIUS 'REPENS' WILLOW LEAF COTONEASTER 3 GAL. CONT. HV 5 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 17 CONT. JC 170 JUNIPERUS CONFERTA 'PACIFIC BLUE' PACIFIC BLUE JUNIPER 2 GAL. CONT. PM 4 PICEA PUNGENS GLAUCA 'MONTGOMERY' MONTGOMERY BLUE SPRUCE 3' SPD. B+B RY 25 RHODODENDRON HYB. PJM PJM RHODODENDRON 30" HEIGHT B+B VB 62 VIBURNAM DENTATUM 'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNAM 30" HEIGHT B+B VT 12 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH VIBURNUM 30" HEIGHT B+B PERENNIALS & ORNAMENTAL GRASSES FC 132 FESTUCA CINERCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE 3 GAL. CONT. LM 119 LIRIOPE MUSCARI LILLY TURF 1 GAL. CONT. PH 9 PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAIN GRASS 3 GAL. CONT. PERENNIALS & ORNAMENTAL GRASSES SC 2,741 SCIRPUS CYPERINUS WOOL SEDGE 2" PLUGS 18" OC. WET SEED MIX -- SEE SPECS.) 4 f + f `f +`+ . PER PROJECT SOIL SCIENTIST RECOMMENDATION .`.'.'. D + . -- 6' WIDE SOD NATIVE WILDLIFE SEED MIX +++. SEE SPECS.) 1 34 CRUSHED STONE EDGING/ +`+' ' W FILTER FABRIC '+'` 3 APPROX. TREE UNL • • + + 4 i + . 4 CLEARING LIMITS SHALL BE REVIEWED BY ' + + ` ` + LANDSCAPE ARCHITECT, AND TOWN ARBORIST` +«'+i'++++ f ++ # ++. FOR FINAL ACCEPTANCE)+++++++ + s2.'.+. d9 ' 4 18THEODORET. SR., TPUS; EE CE THE t , sc Jc LM BMT%EOOO rE T. 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ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL AT COMPLETION OF MAINTENANCE PERIOD REMOVE ALL STAKES, FLAGS, GUYS, TREE WRAP, AND ANCHORS. 4. MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT). MULCH ALL GROUND COVER BEDS TO ACHIEVE A 2" DEPTH (AFTER SETTLEMENT). MULCH FOR SAUCERS AND PLANTING AREAS TO BE A DOUBLE SHREDDED BARK MULCH. 5. ALL LAWN AND PLANTING AREA SOIL PREPARATION SHALL BE FERTILIZED AND AMENDED ACCORDING TO RECOMMENDATIONS OF A SOIL ANALYSIS PROVIDED BY AN APPROVED SOIL TESTING LABORATORY. 6. SEE SPECIFICATIONS FOR LAWN AREA SEED MIXTURE 7. PROVIDE LAWN DEVELOPMENT IN ALL AREAS OF SELECTIVE CLEARING AS DIRECTED. 8. FINAL LOCATION OF PLANT MATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT IN THE FIELD. CGIrC. Ar TiAFF-,'C 525'55'21'E LAS.' ) S0EWA.LK SIG CCtyT ;CL 354,14' V BCX cr IS" 777,7c315RECOVERED PIA V`D 2rt1i 2307 T DRIVE KAESTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 ® Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 ® Fax: 508-549-9907 Email: kba@kba-architects.com ® Web: www.kba-architecs.com 0 Of\- a Q SAS 0 n w!St" s 9SCC)• NO. !9 *, *1 . CTICE OF A``` 'r DCApr `,,, ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW DATE REVISIONS REFERENCE QTY. X PLANT TAGXX SYMB. PROP. GENERAL LAWN MIX 1;1,91tIli PROP. SOD PROP. NATIVE WILDLIFE SEED MIX \ PROP. NATIVE WET SEED MIX PROP. NATIVE WET SEED MIX KEY PLAN 0 20' 40' 80' O PROP. DECIDUOUS SHRUB SCALE: 1" = 40'-0" PROJECT TRUE PROP. EVERGREEN SHRUB 0 0 PROP. PERENNIAL 0G)o PROP. DECIDUOUS TREE APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALLWORK CHNRhIM1 OR SECRATARY SIGNATURE DATE DATE INITIALS PROP. EVERGREEN TREE PASSIVE SOLAR ENERGYTECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDIVIDER SIGNATURE DATE ENGINEER SIGNATURE DATE s 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW SITE PLA NTINIG DRAWING NO.: x BACK OF WALK 2% MAX. ADJOINING SLOPE FULL CURB 1:12 MAX. RAMP SLOPE CURB TRANSITION DETECTABLE WARNING SURFACE (COLOR: BRICK RED) FLUSH CURB 1:12 MAX FLARED SIDES 36 MIN. CLEARANCE REQ'D ADJACENT TO FLARED SIDES 120 MAX. ADJOINING SLOPE ----7A TAPE BAND (2 0 EA 1:50 MAX. CROSS SLOPE LDCATED IN VEHICULAR D" 2% MAX. SLOPE, ANY DIRECTION A 6. O.C. SCHEDULE 40 GALVAMZEDa FULL CURB a I 18' O.C. SCHEDULE 40 GALVANIZEDB a 1:12 MAX. RAMP SLOPE Iry I CURB TRANSITION ASPHALT PAVEMENT 2% MAX. SLOPE, ANY DIRECTION y DETECTABLE WARNING SURFACE (COLOR: BRICK RED) a T A I I rrusrrtuu,,,• FLUSH CURB 72• 1 I HOLD TOP OF FOOTING 2BELOW 60 BOTTOM OF BITUMINOUS CONCRETE al a j 1:20 MAX. ADJOINING S 1:50 MAX. CROSS SLOPE q . • •I is a GRANULAR FILL P n n n`tY' n`47 1:12 MAX. SLOPE IN ANY DIRECTION 1:12 MAX. RAMP SLOPE INSTALL WARNING SURFACE AT "'.,:• '? `` DETECTABLE WARNING SURFACE (COLOR: BRICK RED) EXISTING. CURB RAMPS (TYP.): •; _ ° :. :.' : FLUSH CURB CURB TRANSITION VgR 1BLE MIN. 36 1:20 MAX. ADJOINING SLOPE 72" 1:50 MAX. CROSS SLOPE FULL CURB 1:12 MAX. RAMP SLOPE CURBS DETECTABLE WARNING SURFACE (24' MIN. FROM BACK OF CURB) (COLOR: BRICK RED) CURB TRANSITION FLUSH CONDITION - NOTE. DETECTABLE WARNING SURFACE SHALL BE INSTALLED AT ALL EXISTING 120 MAX. ADJOINING SLOPE RAMPS AND WALKS FLUSH WITH 120 MAX. CROSS SLOPE VEHICULAR WAYS. MIN. 2' IN FROM EDGE CURB CUT OF VEHICULAR WAY (TYP.) N.T.S. I I NJ -POST AND SIGNAGEII II II 3IIL6.02 II II II oREFLECTIVE TAPE BAND (2 0 EA BOLLARD) (IF BOLLARD IS LDCATED IN VEHICULAR D" A 6. O.C. SCHEDULE 40 GALVAMZEDaPIPE; CONCRETE FILLED. a I 18' O.C. SCHEDULE 40 GALVANIZEDB a PIPE; CONCRETE FILLED. Iry I I I: ASPHALT PAVEMENT N PQ'G\°`` F a T A I I rrusrrtuu,,,• j. e • 18" DIAMETER CONCRETE FOOTING, 1 I HOLD TOP OF FOOTING 2BELOW BOTTOM OF BITUMINOUS CONCRETE al a j PAVEMENT q . • •I is a GRANULAR FILL P n n n`tY' n`47 PREPARED SUBGRADE STEEL PIPE BOLLARD & SIGNAGE N.T.S. r NOTES:. 1. AT LOCATIONS WHERE THE CROSSWALK IS SKEWED, BARS TO BE PARALLEL TO AXIS OF TRAFFIC AND ENDS OF BARS TO BE PARALLEL THE LENGTH OF THE BARS WILL VARY DEPENDING ON THE INGLES OF SKEW. 2. BARS SHALL BE TYPICALLY NO CLOSER THAN 2' FROM CURBUNE/EDGE OF ROAD. ADJUST AS REQUIRED. PEDESTRIAN CROSSWALK LAYOUT TYPICAL) N.T.S. FINISH GRADE -- _,• RADIUS I TIGHT1 INT FINISH GRADEPWEON10LINIIIIIIIIIIIIIIIIIIIII1I.;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Immmmmmmmmmmmm •' 00, i•: . •• 111I•CONCRETE« l-C-... 000000000f - r / . .: r• 1 COMPACTED TO • 1 OF WX DRY DENSITY AS DETERMINED 1 1 METHOD D. PRECAST CONIC. CURB N.T.S. PANSION JOINT FILLER G 5/8' DIA DOWEL; SLEEVE ONE END 18" NOTE: 1. SEE DETAIL 8 OF L5.01 FOR TYPICAL JOINT LOCATIONS EXPANSION JOINT N.T.S. r MAX 6'MAX. 6-MAX.]6'MAX. 6'MAX 6 MAX. 6MAX. 6 MAX. 6 MAX. PROVIDE FULL DEPTH PREMOLDED JOINT FILLER AND SEALANT WHEREVER TOOLED JOINTCONCRETEABUTSFIXEDOBJECTS OYPICAL) EXPANSION JOINTS AT POINTS OF CURVATURE EXPANSION JOINT TYPICAL) TOOLED JOINT (TYP) EXPANSION JOINT (TYP) TYPICAL JOINT PLACEMENT IN CONCRETE N.T.S. FINISH FLOOR 4 REBAR 0 1: THICKENED CONC. EDGE FINISH GRADE SEE DRAWINGS 5' 0 CONIC. WALK/ 6. 0 VEHIC. APRON CONC. WALK/ CONC. VEHIC. APRON GRANULAR FILL PREPARED SUBGRADE DOORS @ CONC. WALK FLUSH/HANDICAP ACCESSIBLE ENTRANCES E E a- 1 , o rn N CV E -PITCH AS INDICATED CONCRETE - TOP COURSE CONCRETE - BINDER COURSE AGGREGATE BASE SUBBASE SUBGRADE ASPHALT PAVEMENT- HEAVY DUTY N.T.S. E-PITCH AS INDICATED CONCRETE - TOP COURSE CONCRETE - BINDER COURSE AGGREGATE BASE SUBBASE SUBGRADE ASPHALT PAVEMENT— LIGHT DUTY N.T.S. 14 DIA REBAR 12' O.C. EACH WAY. MAINTAIN LR. FROM EDGE OF CONCRETE FILL SUBGRADE PROVIDE SEALED EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS AND AS SPECIFIED. REINFORCED CONCRETE PAD V KAESTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.com V /4, ASSO °, ;, N, O 0N/VDog N * co p wamI =Ec 9 iA9gC PQ'G\°`` F rrusrrtuu,,,• ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE S 8r f FINISH GRADE MIN. SLOPE r PER FT WELDED WIRE FABRIC (6 X =-- N C*, 2' CLR. MIN. `•' CONCRETE (MIN. 4,000 PSI) I fill Ln CFP v 0 0 0 0 0 0 0 0 0 -••• 0 0 o Q o Q o Q o Q o) o Q o Q o PROCESSED AGGREGATE COMPACTED TO 95% MAX. DRY DENSITY AS DETERMINED BY AASHTO I=1 1=I 1=111=1 11=1 l 1=1 11=1 11=1 I=1 1=1 I T-180 D 1I—I 11-1 1=111=11 1=1 I=1 I—I I I—III—III KEY PLAN PREPARED SUBGRADE UPPER 6. OF SUITABLE SUBGRADE COMPACTED TO 90% OF MAX. DRY DENSITY NOTE: AS DETERMINED BY AASHTO T-180 D 0 S PROVIDE SEALED EXPANSION JOINTS -CONCRETE PAVEMENT SHALL BE INCREASED NOT TO SCALE PROJECT TRUE WHERE INDICATED ON THE DRAWINGS TO MIN. 6' THICK WHEN INSTALLED WITHIN AND AS SPECIFIED. AREAS EXPOSED TO VEHICULAR TRAFFIC. CONCRETE WALK N.T.S. A 1.4 ASAPHALT PAVEMENT L5.01 L5.o1 ROLLOVER CURB PROFILE 0 "A" COMMON 1/4' X 1/4' SCORE JOINT 3/4'R 6' 3/4'R CONCRETE (MIN. 4,000 PSI) MIN. SLOPE PER FT MOONOTVILLEWELDEDWIREEFABRIC- 6 C*' X6-W2.9XW2.9 PUm" LICSAFEl3/4' DIA. X 24' DOWEL AND SLEEVE AT JOINTS c ` # 5 BARS, 2' CLEAR (il'P.) A 0 0 0 0 0 O O O O N ::;;,:. d G . O I I=III= I PROCESSED AGGREGATE COMPACTED TO 95% 00 0n0 0n o`er 0, o ` n0 0 0 I—I I I=III= MAX. DRY DENSITY AS DETERMINED BY AASHTO c;c 0D o 00`00 0 l=1 I I—III—I I T-180 D 1000,, 0n0,,, 0( n0,,(nO0 O 1=III=III-111= C` 0 , , 000 0 0v 0 i— 11—' 6" OF SUITABLE 0 0 O(Oon(O00 1=_I I' SUBGRADE COMPACTED TPREPARED SUBGRADE. UPPERX MAX. DRY DENSITY 911 NORWICH- NEW LONDON o`CJ o`O o — II1 AS DETERMINED BY AASHTO T-180 DIII' TURNPIKE 1.II -III-111.. 111111= UNCASVILLE, CT 06382 INTEGRAL CONCRETE WALK/CURB N.T.S. f % N.T.S. APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALL WORK CHAIRMAN OR SECRATARY SIGNATURE DATE DATE INITIALS PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDIVIDER SIGNATURE DATE ENGINEQt SIGNATURE DATE PROJECT NO.: 10022.00 DRAWN BY: BSW SITE 01)"Effil.r.&ILS CU 0 Na 0 wJ N Wr DRAWING NO.: r 0L5001. 0 0N 6' TOPSOIL IN LAWN AREAS) ROOTBALL DIAMETER OF PLT IS TWICE DIAMETER OF ROOTBALL BALLED AND BURLAPPED MATERIAL SHRUB PLANTING N.T.S FINISH GRADE NOTES• 1. SET CROWN OF ROOT BALL 2' ABOVE FINISHED GRADE 2. MULCH SAUCER OF INDIVIDUAL SHRUBS OR HEDGES CUT BURLAP FROM TOP 1/2 OF ROOT BALL 3' SOIL SAUCER TRANSITION ZONE 6' TOPSOIL (IN PLANTING AREAS PLANT MIX — ROUGHEN SIDES J OF PR DIAMETER OF PLT IS TWICE UNDISTURBED OR DWMEIER OF CONTAINER PREPARED SUBGRADE CONTAINER GROWN MATERIAL CONTAINER SIZE MAY VARY 2' MULCH COMPACTED PREPARED SLIME PLANTING MIXTURE ROUGHEN SIDES OF PIT PREPARED SUBGRDE GROUNDCOVER, PERENNIALS OR ANNUALS - CONTINUOUS PLANTING BED N.T.S. 2 STRANDS 12 GA. TWISTED GAL WIRE AT EACH POST 27X 2'X 8' (MIN.) SUPPORT POSTS (DRIVE AT ANGLE AND DRAW VERTICAL) A TWO POSTS AT 180 DEGREES FOR EVERGREEN TREES UNDER 8' IN HEIGHT B. THREE POSTS AT 120 DEGREES FOR DECIDUOUS TREES UP TO 4 1/2' CAL AND EVER(FM TREES 8'-16' IN HEIGHT WITHIN 10' OF PEDESTRIAN WAY. TREE WRAP CUT BURLAP FROM TOP 1/3 OF ROOT BALL TRANSITION ZONE ROUGHEN SIDES OF PIT SUPPORT ROOT BALL ON PLATFORM OF UNDISTURBED SOIL STAKING DETAIL FOR USE WITH: A DECIDUOUS TREES UNDER 3' CALIPER. B. DECIDUOUS TREES 3'4 1/2' CALIPER WHEN PLANTED WITHIN 10' OF PEDESTRIAN WAYS C. EVERGREEN TREES UNDER 8' IN HEIGHT. D. EVERGREEN TREES 8'-16' IN HEIGHT WHEN PLANTED WITHIN 10' OF PEDESTRIAN WAYS. s TREE PLANTING V N.T.S. -_ VERTICAL CUT OF SURFACE ROOTS NOTES: 1 • SET CROWN OF ROOT BALL LEVEL WITH FINISH GRADE 2. MAINTAIN MINIMUM OF 4' PLANTING MIXTURE BELOW EACH INDMDUAL PLANT. 3. MULCH ENTIRE AREA OF GROUNDCOVER, PERENNIALS OR ANNUALS 4. MULCH CAREFULLY AROUND EACH PLANT. DO NOT COVER CROWNS OF PLANTS WITH MULCH NOTES: 1. SET TREE PLUMB PRIOR TO STAKING OR GUYING 2. THIS DETAILS ILLUSTRATES THE MINIMUM REQUIRED STAKING OR GUYING SYSTEM. PROVIDE ADDITIONAL STAKES OR GUYS IF REQUIRED DUE TO FIELD CONDITIONS OR SIZE OF TREE. 3. SET CROWN OF ROOT BALL 3' ABOVE FINISHED GRADE HOSE OR PVC TUBE ABOVE LOWEST BRANCHES DUCKBILL TREE GUYING SYSTEM VINYL COATED CABLES ORANGE COLOR) TURNBUCKLE PLANTING MIXTURE Y SOIL SAUCER 3' MULCH FINISH GRADE TOPSOIL 30' MIN. FOR MODEL 68 42' MIN. FOR MODEL 68 FZU61-EN 5IM5 OF PIT DIAMETER OF 12, MIN-, ROOT BAIL UNDISTUIW SOIL OR PI ATi® 5UB6RADE (a5%) iIAMEn OF PCT IS TWICE DIAMETER OF ROOT BALL GUYING DETAIL FOR USE WITH: A DECIDUOUS TREES 3'4 1/2' CALIPER WHEN PLANTED GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS. B. DECIDUOUS TREE OVER 4 1/2' CALIPER. C. EVERGREEN TREES 8'-16' IN HEIGHT WHEN PLANTED GREATER THAN 10' OUTSIDE OF PEDESTRIAN WAYS. D. EVERGREEN TREES OVER 16' IN HEIGHT. VAN SPACE SINGLE SPACE TYPICAL) (TYPAL) ACCESSIBLE PARKING SPACES N.T.S. 7 - FLAGPOLE FOUNDATION N.T.S CL qL 5'x8' RAIL LOCATE SIGN AND BOLLARD AT EACH ACCESSIBLE SPACE AS SHOWNON 118 DRAWINGS CENTER SIGN L5.02 ON SPACE UNLESS SHOWN OTHERWISE ACCESSIBLE ROUTE AS SHOWN ON DRAWINGS DETECTABLE WARNING STRIP CENTER ACCESSIBILITY SYMBOL IN PARKING STALL 4' STRIPING 0 12' O.C. 1/2' CONIC. WASH COMPACTED SAND FLAGPOLE BASE CAST IN PLACE CONC. GROUNDING SPIKE 12' X 12' PO ILII:: ELEVATION CENTER Ppm 0P1 POW SPACES WHERE APPLICABLE 1 TIMBER GUIDE RAIL N.T.S. ccM Tc K NOTES: 1. PITCH PAVEMENT NO MORE THAN A 2% SLOPE ANY DIRECTION 2. CROSS HATCH FOR LOADING AISLE IS LOCATED ON THE RIGHT SIDE OF THE VEHICLE APPROACH. AISLE WIDTH IS 5' FOR SINGLE SPACES AND 8' FOR VAN ACCESSIBLE SPACES SECTION N.T.S. MULTI LOOP 3' DIA. POWDER COATED METAL BIKE RACK. SUBMIT TO ARCHITECT FOR COLOR SELECTION. SEE SPECS. (MIN. 4 BIKE CAPACITY) CONCRETE WALK GRANULAR FILL CONCRETE FOOTING PREPARM SUBGRADE 1CHAMFER 4 GALV. CARRIAGE BOTS. COUNTER -BORE POST TO RECEIVE NUT. 5'x8' RAIL 12' X 12' POST ASPHALT PAVEMENT 12' TYP. k WHITE BACKGROUND BLUE LETTERING BLUE BACKGROUND WHITE LETTERING AND GRAPHICS r ro,_., WHERE APPLICABLE, SEE PLAN OA BACKGROUND, LETTERING AN WHITE BACKGROUNDOLETTERINGAND WHA s6 GRAPHICS GRAPHICS WHITE REFLECTIVE BACKGROUND, C RED LETTERING AND GRAPHICS tcs POLICE DELIVERY VEHICLE VISITOR & PARKING PARKING LOADING ONLY . AREA WHITE p REFLECTIVE OWHITE QCT BACKGROUND, O WHITE GCTIVE BACKGGRLETTERIN, REDOGROUND, RED GRAPHICS BACKGROUND, ACK EDRRINGLETTERING sp F PROJECT SIGNAGE KEY N.T.S. SIGN STANDARD N.T.S ND CAP A - O MATERIALS PLAN FOR E AND LOCATION fANDARD WEIGHT, TEEL TUBE ADE E OF SIGN 18' OF CURB. (TYP.) FABRIC; SEE SITE PLANS FOR SPECIFICS FINISH ME SLOPE TOP OF CONCRETE FENCE POST CONCRETE FOOTING PREPARED SUBGRADE 10' DVA. FOR UNE POSTS 12' DIA. FOR TERMINAL POSTS CHAIN LINK FENCE POST FOOTING N.T.S. APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALLWORK CHNRMIW OR SECRATARY SIGNATURE ME DATE INITIALS PASSIVE SOLAR ENERGYTECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUMMER SIGNATURE DATE ENGINEER SWTURE DATE as ta w KAESTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590 Phone: 860-229-0361 ® Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 ® Fax: 508-549-9907 Email: kba@kba-architects.com ®web: www.kba-architects.com ttutnun+ tal ° € urminn, SAS •• J. '% e N/V Q L ti w h# cc NO.99). moi, ft' •" 112.••' V ` 44 ulUiltitfINiN:11• ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE t r t , . iity€rsr Ifiifffl.e C y .. 4 _ KEY PLAN 0 @ NOT TO SCALE PROJECT TRUE MON TV ILLE PUBLIC SATET 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW SITE DETAILSAr -S DRAWING NO.: L51111102 1 Ir,. KESTLE BOOS` 1 { s'" i / /,,// ,' /,,//,,,, // /,' /';.-' / / / - associates, inc 416 Slater Road, P.O. Box 2590, New Britain, Cf 06050-2590I / / / j / l / / / / ,. / / / , ' / , // /' e e // / e Zi Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 s / j / Phone: 508-549-9906 Fax: 508-549-9907 Email: kba@kba-architects.com Web: www.kba-architects.comLONG, 8 WIDE, 4 DEEP / % / I ! / EROSION STABIL12AT1 FABRIC INFlLTRAIION TRENCH X59_94/ I I I I I I I I I 57;62 57.96X 5' ,50' WIDE,; I TOP OF TRENCH ELEV 58.7 I I I I 1 22 I I I I I I Noun 14 LONG / I I I I I i I I 1 I I I 10'-25' WIDE, 18' LON¢ MRRLS I ` 53 LONG, 3 WIDE, 4 DEEP I I I I I I I I I / I I 122 I / / t e s4PILLWAYEELEV59.2 f J .:': ` ` ' 0.7 / INFILTRATION TRENCH - - - - I I I I I I I / I I I I 4 VL f / X - TOP OF TRENCH ELEV 58.7 _ y wstar,u tA ro RECORD RESEARCrI 12 -4 x4 x4 CONCRETE GALLERI / / ..::;'::.,`• .-- / W1 ACCESS MH TO GRADE j I I .:;;':•;::::::: 6' WIDE GRASS FILTER STRIP - - - - - / 2 ! ! oawatcry ervrw o xioarrr INV 57/.09! 1 jX 7 X 6p - - - - - f 24'-4 x4'x4' CONCRETE GALLERIES 1 / { P.O. Box 184BOTTOMOFGALLERIES f : /!,/ !- '! l / f /, ./- '// /! ///% f'' / , ! d / /i / /1 / / %/ ! / e! I/ // / % j /! / // I J I ; B 7 W ACCESS MH TO GRADE I 1» FAPACK" RIVER IVERSEDsiRR IVE 54.70 TEIZD9BOTTOMOF' GALLERIES 592_6 59.42 ELEV 4760 r..:boundor-,rWICB r FF 60.00.,,' I i i i i i i i i i s ' / / r .-- NO URB i i I I I I I I I I I I e / C8110 1 / / / / / l / / / / ! I 1 A• s' / D10 D11 / 5R D12 /) I 4 STAKED HAY BALES 1 ' 22 CB19 2 i,,,/ 0 84 X_ 60_14 I I I I -Y I I I If 22 II1.52 - - i i - i - i i 56.48 _56_82 OIL/WATER SEPARATOR r - L7, j / I / I 1 J / / / J I X ( FOR H-20 LOADING) .- FE14 0 / Jb6 W/ 2 ACCESS MH TO GRADE INV 53.35 IN J FE 14 FOREBAY BASIN a , I , INV 53.10 OUT fA'' If t r i / / X61.94 WOOD CHIP BERM OR 62 SEDIMENT FENCE 70 r D / l 60 1.2521 FE#3 / 4s1I / / X • FE13 i C816 FOREBAY BASIN ! • MRRLS l l X t RL4 42 9SPILLWAYELEV54.2 / Xr:.. 52.o RIDEEROSIONSTABILIZATION - •7 XFABRIC 40' WIDE, 15' LONG r: .:: ( X 162.50 1 ,, 1 1 ::.:: C817 54.2.. ;ice . OVERFLOW CONTROL X 69.49 12 STRUCTURE TF 53.70 ::: jd D8_ RL1 1 40' -4 -X4 -X41 CONCRETE GALLERIES W/ ACCESSMH TO GRADE . \ f , .. . • • INV 51.58 BOTTOM OF GALLERIES \ I / ELEV 49.20 Il `1.09%\ 2.69 60.84 / 30 61.02 1 e 3. FF 62.80 / 4C M WETLAND 405f SF OF INLAND 0.52 AREA T(\BE FILLED: 1 ` \ , f - FOUR SLOPE Z7611 7± SF OF )NLAND WETLAND AREA TO BE ?IDGE X 2R D2 / I 1 STORY J REsro i 1j 12 / 62.55 X05 COMMERCIAL 47.0j 56 J s / BUILDING N so.RFCU ,/ F I RIDGE X J64 II 11. 4321 / 22 I / i r'' J / t 5 j 1 / 0 I i 30'x 135' DRAINAGE EASEMENT AND 22 64 6 X 1 1.9X YED / 1 RIGHTS TO DRAIN TO BE CONVEt / g 1.3 TO ME STATE OF CONNECTICUT ' X % 62. - 61.3 ! 1 X // -61.75 FOREBAY BAS#N 1.1FE#1 1 I { RL3 RL2 \ I I I CB14 1.52 ( + 22 4 CB13 1.52 6og2 .2$ i X CB 744± SF OF INLAND WETLAND f ' /{ 22 D3 AREA (DRA/NAGE DITCH) ` ' \ r = L85 41 I TO BE FILLED /' {r I \ / J D6 I FE "A" ( \ FE#2 , I 62 ( I f INV 54.11 ` i Di Ft12REMOVE) p { FORESAY BASIN SNET N I 1 60- ANTI TRACKING PAD 62SNETII 2810 SNET --- 11935 •-•-"- 11935 J SNET f 2909 SNET 2808 641 CI SNET 4 , - "' \, d 1 386 7 / r- O--T-- 3 752// SNET SNET 2807 2807 SNET QLD" 'NEW" 3876 , ROBERT ,1r QRRS / / DATESPILLWAYELEV,' 52.10 D RAIXAC P Sg-RU C9 -U RP & P -TPP 4]r -A-231 P D1 RL3 D8 CB 110 (TYPE ICL-) 64'-18" RCP 62' - 6" PVC SCHED 40 12' - 12" HDPE OVERFLOW OUTLET STRUCTURE S=0.013 S=0.02 S=0.01 TF 51.60 CB #4 (TYPE C) INV 49.65 (WITH SNOUT) 1 6 E GALLERIES ININV 53.27 ININV 56.36.35 IN (E) WITH ACCESS MANHOLE TOGRADEON D12 INV 55.60 IN (S) INLET SECTION 8' - 12" HDPE RL 1INVINV55.50 OUT (N) 51.58 S = 0.01 34'-6" PVC SCHED 40 BOTTOM OF GALLERIES ELEV 49.20 S = 0.02 MIN D5 ROW OF 24' OF CONCRETE GALLERIES 42' - 15" HDPEWITH ACCESS MANHOLE TO GRADE ON CB 11 (TYPE "C") S = 0.008 CB 18 (TYPE CL") INLET SECTION TF 60.53 TF 59.09 INV 49.57 INV 57.80 IN CB #5 (TYPE "C) INV 57.17 (WITH SNOUT) BOTTOM OF GALLERIES ELEV 47.60 INV 57.30 OUT TF 59.74 INV 55.16 IN D9 D2 INV 54.91 OUT (WITH SNOUT) 8' - 12" HDPE 178'- 12" HDPE S = 0.01 S = 0.005 D6 20' - 18" RCPCB12 (TYPE C) S = 0.005 ROW OF 12' OF CONCRETE GALLERIES TF 60.26 WITH ACCESS MANHOLE TO GRADE ON INV 56.41 IN FE #2 INLET SECTION INV 56.31 OUT INV 54.81 INV 57.09 BOTTOM OF GALLERIES ELEV 54.70 D3 RL4 36'- 12" HDPE 64' - 6" PVC SCHED 40 CL") S = 0.005 S = 0.02 MIN CB #9 (TYPE TF 55.95 RL2 CB #6 (TYPE C) INV 53.45 62'-6" PVC SCHED 40 TF 59.78S=0.02 MIN INV 55.61 IN D10 CB 13 (TYPE "C) INV 55.11 OUT (WITH SNOUT) 5' - 12" HDPE S = 0.02 TF 60.35 INV 56.63 IN (E) 22' - 12" RCP OIL/WATER SEPARATOR #1 INV 56.13 IN (S) S = 0.005 DESIGNED FOR H-20 LOADING) INV 56.03 OUT (N) WITH 2 ACCESS MANHOLES TO GRADE FE #3 TFS 56.3± 04 INV 55.00 INV 53.35 IN 86'- 15" HDPE INV 53.10 OUT S = 0.005 CB #7 (TYPE "CL) D11 OVERFLOW OUTLET STRUCTURE 150' - 12" RCPTF53.70 S = 0.005 INV 51.70 (WITH SNOUT) FE #4 INV 52.35 13054 '2' / --tr E., CPSWQ LICENSE ND. DATE DATE OF COMPLETION OF ALL a'ORK DATE INITIALS EROSION CONTROLPLAN APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN OR SECRATARY SIGNATURE DATE APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN OR SECRATARY SIGNATURE DATE DATE ISSUE DATE DESCRIPTION REVISIONS REFERENCE KEY PLAN 30 0 15 30 PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW G DI 11%V1 G, DDAINAGE DRAWING NO.: Iff IRC3. UZ 0 0 W F- V) c 0 O 000 0N 11 I" o' / r ffPROPOSED FIRE HYDRANT/ FF 60.00 t '[ n.:. }/ ( I f//' !/ // jr f'r, r. / / //// // f' j1 j1 , r' ,--•. PROPOSED WATER VALVES ey CONDUITS FOR FUTURE TEL SERVICE 1 6 PVC- SCHED 40 S=1/8"/FT MIN (TYP) 1,000 GAL OIL/WATER SEPARATOR 12 W/2 ACCESS MHS TO GRADE INV 60.88 IN INV 60.63 OUT 1 tt 1 \ I L w d CN FF 62.80 f \ V 2-4" SCHEDULE 40 (E) ' 1-3" PVC SCHEDULE 40 (T) 1-3" PVC SCHEDULE 90 (CN) 1 STORY COMMERCIAL BUILDING L 3551 OF 2 STEEL GAS SERVICE lip,!, ' , '' / \ ` ( . W f SAN INV 58.30 PX C ry NZ '44 If 270'1 OF 4" DIP1 % /L -152'f-6" PVC J j ,WATER SERVICE (DOMESTIC) \, \ S=0.025 I L ./ / 273'1 OF 6" DIP I I WATER SERVICE ! I j I - / I (FIRE SUPPRESSION) - \ — 58--- I I Io fl . / ! J/// c, / 2-4" SCHEDULE 40 (E) I 1-3" PVC SCHEDULE 40 (T) 1.# PHASE ELECTRICAL VAULT PROPOSED RELOCATED -- SNET J ' POLE -- a HASE ELECTRICAL SWITCH f T— C r3 TENET -' 3861 CTV SERVICES TOPOLETOBEREMOVED — --'' —' " _ I — ...-64— L O CONNECT E,T, BY OTHERS) — — — II SNET INSTALL PUSH BRACE ON 2810 EXISTING POLE (BY OTHERS) SNET 2809 1`, CONNECT TO EXISTING 16" WATER MA N SNE T 2808 SNET — 11935 SAN MH A" TF 63.97 INV 48.80 SAN MH B" RESET SAN MH FRAME TF 62.67 INV 48.98 INV 54.50 INSIDE DROP EXISTING POLE Y SAW CUT PAVEMENT AND iREPLACE AFTER GAS INSTALLATION a CONNECT TO EXISTING 16" HP GAS BY OTHERS) SNET 2807 - TLD" SNET SNET2807 3876NEW' 3752 CONDUIT STUBS 13054 ROBERT J. 99HUCH P.E., CPSWQ LICENSE N0, DATE DATE OF COMPLETION OF ALL WORK DATE INITIALS APPROVED BY THE NfON'Iti'ILLE PLANNNG AND ZONNG COJLIIISSION CHAIRMAN OR SECRATARY SIGNATURE DATE K ESTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.com N ja n trz L.L.C. MW StA?WY f3 .. MST010M WO R£CORO RESFi1RCN COMMERM e: RESVENM DEVELOPMENT P.O. BOX 184 In PACMIX WAM &VW ORISINDLD, Ca*&X C f 0=1 TELEPHONE FAX ( ) 3 aso 8-3899 Je_ mw.bouia«r r -.n e ISSUE DATE DATE DESCRIPTION REVISIONS DATE REFERENCE 1 4 _ KEY PLAN 30 0 15 30 IL -j &L `° ` PROJECT TRUE AM f"W"fl. A4, 911 NORWICH— NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 UTILITY DRAWN BY: BSW DRAWING NO.: 2 0 1 z 0C) V) C) 00M J W 0 0 00C 0N j/ DATE DATE OF COMPLETION OF ALL WORK DATE INITIALS APPROVED BY THE NfON'Iti'ILLE PLANNNG AND ZONNG COJLIIISSION CHAIRMAN OR SECRATARY SIGNATURE DATE K ESTLE BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.com N ja n trz L.L.C. MW StA?WY f3 .. MST010M WO R£CORO RESFi1RCN COMMERM e: RESVENM DEVELOPMENT P.O. BOX 184 In PACMIX WAM &VW ORISINDLD, Ca*&X C f 0=1 TELEPHONE FAX ( ) 3 aso 8-3899 Je_ mw.bouia«r r -.n e ISSUE DATE DATE DESCRIPTION REVISIONS DATE REFERENCE 1 4 _ KEY PLAN 30 0 15 30 IL -j &L `° ` PROJECT TRUE AM f"W"fl. A4, 911 NORWICH— NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 UTILITY DRAWN BY: BSW DRAWING NO.: 2 0 1 z 0C) V) C) 00M J W 0 0 00C 0N FOREBAY WA7'ER 22L.CI7y BASIN DA. BASIN LOCATION LENGTH WIDTH BOTTOM ELEVATION LEVEL SPREADER ELEVATION DEPTH AT FE #1 40' 14' 51.15 53.25 2.1' AT FE #2 50' 9'-20' 52.0 54.5 2.5' RESTORED WETLANDS 40'-70' 25' 47.0 48.7x 1.7' FE #3 42' 12' 52.0 54.2xx 2.2' FE #4 25' 8' 50.2 52.10xxx 1.9' x EXISTING GRADE AT SOUTHEAST END OF STONE WALL ON OVERFLOW CATCH BASIN #7 FRAME AT ELEVATION 53.70 xxx OVERFLOW CATCH BASIN #10 FRAME AT ELEVATION 51.60 4 x4 x4' CONCRETE GALLERY SECTION (TYP.) FINISHED GRADE r--NON-WOVEN FILTER FABRIC 2' 4' 2' TYP) (TYP) (TYP) 2" SIZE CRUSHED STONE TYP.) 4'x4'x4' CO.NCRE E L.IC-C N g-ALIERtiJ NOT TO SCALE IIJSTA I : ATCII R-'QIIJ Fra\1F ON L^Y_F OF FI -TE:: --AE RI - / 11 -F -OR F-A.i E4 FS WITH T V0 11 ;C ST \K_ ,\T _AC -i BA -E. STORMWATTR OPERA710N JVt.zLTNTEWA.NCE PLAW EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY FROM STORMWATER RUNOFF DURING CONSTRUCTION. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, QUALIFIED PERSONNEL PROVIDED BY THE CONTRACTOR OR DEVELOPER SHALL INSPECT DISTURBED AREAS OF CONSTRUCTION THAT HAVE NOT YET BEEN STABILIZED, ALL STRUCTURAL STORMWATER CONTROL MEASURES AND THE LOCATIONS WHERE VEHICLES ENTER AND LEAVE THE SITE. THESE AREAS SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN TWENTY-FOUR HOURS AT THE END OF A STORM THAT IS 0.1 INCHES OR GREATER. THESE AREAS AND MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD. ADDITIONAL MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONTVILLE OR ENGINEER. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REGISTERING FOR GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS ASSOCIATED WITH CONSTRUCTION AC77V77IES" AS ISSUED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION ON OCTOBER 1, 2002, LATEST REVISION, AND INSPECTING THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THAT PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE GENERAL PERMIT. DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: INSPECTION OF ALL SEDIMENT FENCE, WOOD CHIP BERMS AND STAKED HAY BALES, REMOVE ACCUMULATED SEDIMENT IF GREATER THAN 6' DEPTH INSPECTION OF ANTI -TRACKING PAD, REMOVE, DISPOSE AND REPLACE IF PAD IS NO LONGER FUNCTIONAL IN THE CATCHMENT OF SEDIMENTS FROM VEHICULAR17RUCK TRAFFIC INSPECTION OF ALL CATCH BASIN SUMPS, REMOVE ACCUMULATED SEDIMENT IF GREATER THAN V DEEP IN SUMP INSPECTION OF SILT SACKS IN ALL CATCH BASIN SUMPS. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT IF COMPROMISING FUNCTION EFFICIENCY OF SILT SACK. RINSE OFF SILT SACK AND REINSTALL IN CATCH BASIN PER INSTALLATION REQUIREMENTS INSPECTION OF GRASS FILTER STRIP BETWEEN THE EDGE OF PAVEMENT AND INFILTRATION/RECHARGE TRENCH. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING INTO INFILTRAAON/RECHARGE TRENCH, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION INSPECTION OF INFILTRATION/RECHARGE TRENCH, REMOVE ACCUMULATED SEDIMENT IN FILTER FABRIC BELOW 6" STONE LAYER BY REPLACING TOP FABRIC AND STONE INSPECTION OF ALL FLARED END OUTLETS/DISCHARGE POINTS, REMOVE ACCUMULATED SEDIMENT IF GREATER THAN 3" DEPTH IN RIP RAP APRON AREAS, REINSTALL RIP RAP IF NECESSARY TO PROVIDE ADEQUATE SCOUR PROTECTION AS ORIGINALLY DESIGNED PER PLAN INSPECTION OF ALL STORMWATER QUALITY BASINS, REMOVE ACCUMULATED SEDIMENT IF GREATER THAN 4" DEPTH, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AFTER COMPLE17ON OF THE PROJECT'S CONSTRUCTION, THE TOWN OF MONTVILLE PUBLIC WORKS DEPARTMENT SHALL BE RESPONSIBLE FOR THE CONTINUED OPERATION AND MAINTENANCE OF THE STORMWATER QUALM' BASINS, DISCHARGE POINTS, GALLERY RETENTION STRUCTURES, STORMWATER INFILTRATION/RECHARGE TRENCH AND THE ADJACENT GRASS FILTER STRIP. AFTER COMPLETION OF THE PROJECT'S CONSTRUCTION, THE TOWN MAY DELEGATE A CONTRACTOR(S) TO BE RESPONSIBLE FOR INSPECTIONS AND MAINTENANCE OF THESE FEATURES. TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM, INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: INSPECT PAVED DRIVEWAY AREAS AND REMOVE/SWEEP AND COLLECT ACCUMULATED SEDIMENT ON THE PAVEMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF PAVEMENT HINDERING STORMWATER FLOW TOWARD THE INFILTRATION/RECHARGE TRENCH, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE INFILTRATION/ RECHARGE TRENCH. REVEGETATE ANY DISTURBED AREAS THAT OCCUR DURING THIS MAINTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. INSPECT ALL CATCH BASIN SUMPS, REMOVE ACCUMULATED SEDIMENT IF GREATER THAN V DEEP IN SUMP INSPECT ALL FLARED END OUTLETS/DISCHARGE POINTS AND RIP RAP APRON AREAS. REMOVE AND DISPOSE OF ALL INVASIVE VEGETATION. REMOVE ACCUMULATED SEDIMENT IF GREATER THAN 3" DEPTH IN RIP RAP APRON AREAS INSPECT ALL STORMWATER QUALITY BASINS. REMOVE AND DISPOSE OF ALL INVASIVE VEGETATION. REMOVE ACCUMULATED SEDIMENT IF GREATER THAN 4" DEPTH, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION INSPECT GRASS FILTER STRIP BETWEEN THE EDGE OF PAVEMENT AND INFILTRATION/RECHARGE TRENCH. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING INTO INFILTRATION/RECHARGE TRENCH. REVEGETATE ANY DISTURBED AREAS TO PROVIDE PERMANENT STABILIZATION. REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR ANY SCOURED AREAS. INSPECT INFILTRATION/RECHARGE TRENCH. IF PONDING OCCURS IN AREA OF INFILTRATION/RECHARGE TRENCH 24 HOURS AFTER A STORM EVENT, THE FILTER FABRIC COULD BE CLOGGED WITH ACCUMULATED SEDIMENT AND NEEDS TO BE REMOVED AND REPLACED. REMOVE STONE ABOVE FILTER FABRIC AND REMOVE FILTER FABRIC. DISCARD FILTER FABRIC AND REPLACE WITH NEW FILTER FABRIC. INSTALL NEW FILTER FABRIC 6" BELOW TOP OF INFILTRATION/RECHARGE TRENCH AND COVER WITH 6" LAYER OF CLEAN, WASHED CRUSHED STONE. REVEGETATE, IF NECESSARY, ANY DISTURBED AREAS THAT OCCUR DURING THIS MAINTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. VARIES (SEE PLAN ovo VFIITFR6" VODIFICD RIP RAP FOREBAY BASIN FAR rIG COWS7-R UC91"OW SEQUENCE 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. CHIP THE TREES FOR REUSE AS THE WOOD CHIP BERM/EROSION CONTROL. INSTALL A WOOD CHIP BERM, SEDIMENT FENCE AND STAKED HAY BALES DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT LOCATIONS SHOWN. INSTALL ANTI -TRACKING PAD AT CONSTRUCTION ENTRANCE LOCATION. J. GRUB STUMPS AND REMOVE FROM SITE. DISPOSE STUMPS AT AN APPROVED LOCATION. STRIP TOPSOIL, STOCKPILE AT AN APPROVED LOCATION OR REMOVE FROM SITE. BEGIN MASS EARTHWORK, FILL PLACEMENT/COMPACTION FOR BUILDING, DRIVEWAY/PARKING AREAS AND RETAINING WALL. BEGIN CONSTRUCTION OF RETAINING WALL. 4. ROUGH GRADE SITE TO SUBGRADE ELEVATION. INSTALL BUILDING FOUNDATIONS AND BEGIN BUILDING CONSTRUCTION. 5. INSTALL STORMWATER MANAGEMENT SYSTEM INCLUDING THE EXTENSION OF THE CT. DOT DRAINAGE SYSTEM/PIPE AND WETLAND RESTORATION. PLANT THE RESTORED WETLAND AREA AS SPECIFIED. LOAM ALL OTHER DISTURBED AREAS ASSOCIATED WITH STORMWATER MANAGEMENT SYSTEM AS SOON AS POSSIBLE WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. INSTALL SLOPE STABILIZATION FABRIC AS INDICATED. INSTALL LANDSCAPING AS INDICATED IN THESE AREAS. INSTALL AND MAINTAIN STAKED HAY BALES AND SILT SACKS AT ALL CATCH BASINS UNTIL PAVING IS INITIATED. 6. INSTALL UTILITIES AND ASSOCIATED IMPROVEMENTS. Z INSTALL BITUMINOUS PAVEMENT, WALKS AND CURBING. INSTALL GUARD RAIL, FENCING, SIGNAGE AND PAINT MARKINGS. 8. LOAM ALL REMAINING DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. INSTALL LANDSCAPING. 9. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. EROS -TON CONTRO1 XOTE' S 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. CONTACT 'CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. 2. THE RESPONSIBILITY OF THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES IS THE EXCAVATION CONTRACTOR WHICH IS UNDETERMINED AT THIS TIME. 3. THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVILLE STAFF. 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE DONE BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE DONE WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL NEXT SEEDING TIME SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1,000 SF ALL OTHER GRASSED AREAS CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF REDTOP 2 LBS/ACRE OR 0.05 LBS/1,000 SF CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 2 BALES/100 SF. 6.ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. 7. DUST CONTROL MEASURES WILL BE IMPLEMENTED DURING DRY CONDITIONS AND INCLUDE WATERING WITH A TANK TRUCK ON AN AS -NEEDED BASIS IN ORDER TO INSURE THAT NO AMBIENT DUST CONDITIONS ARE GENERATED FROM THE PROJECT. U 2 11T' I N09 -ES 1. ALL NEW AND RELOCATED POLES WITH ANCHORS INDICATED ON THIS PLAN ARE SUBJECT TO APPROVAL BY THE GOVERNING UTILITY AND THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION. 2. ALL WATER AND SANITARY SERVICE CONNECTION INSTALLATIONS SHALL CONFORM TO THE TOWN OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY REGULATIONS AND SPECIFICATIONS. 3. NATURAL GAS SERVICE INSTALLATION SHALL COMPLY WITH YANKEE GAS SPECIFICATIONS. 4. THE OIL/WATER SEPARATOR THAT HANDLES FLOOR DRAIN DISCHARGES FROM THE BUILDING IS SUBJECT TO A GENERAL PERMIT FOR THE DISCHARGE OF VEHICLE MAINTENANCE WASTEWATER FROM THE STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION. THE OIL/WATER SEPARATOR SHALL BE INSTALLED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND THE INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE LOCAL FIRE MARSHAL. 5. ANY DISTURBED/DAMAGED UTILITIES, INCLUDING BUT NOT LIMITED TO OVERHEAD/UNDERGROUND ELECTRICAL, TELEPHONE, CABLE TV, UTILITY POLES AND ANCHORS MANHOLES, SEWER LINES, WATER LINES, GAS MAINS, HYDRANTS, DRAINAGE PIPING, SHALL BE RESTORED OR REPLACED TO THE PRE -CONSTRUCTION CONDITION ACCEPTABLE TO THE GOVERNING UTILITY COMPANY. CXIS-ING GRADE ELEVATION VARIES SEE PLAN) MODIFIED RIP R. I P IfVEL SPREADER, NOT TO SCALE GEXEPUU N07Es 1. THIS SITE IS LOCATED WITHIN C-2 (COMMERCIAL) ZONING DISTRICT IN THE TOWN OF MON74LLE. THIS SITE IS NOT LOCATED WITHIN 500' OF ANOTHER MUNICIPALITY. 2. THIS SITE IS LOCATED IN A COASTAL AREA MANAGEMENT (CAM) ZONE. 3. THIS SITE IS LOCATED IN A ZONE X" (AREA OF MINIMAL FLOODING) FLOOD HAZARD AREA AS TAKEN FROM THE LATEST FLOOD INSURANCE RATE MAP, TOWN OF MONTVILLE, CONNECTICUT, NEW LONDON COUNTY, PANEL 11 OF 16, COMMUNITY PANEL 090099 0011 C, EFFECTIVE DATE DECEMBER 5, 1995 BY THE FLOOD EMERGENCY MANAGEMENT AGENCY (FEMA). 4. PROPERTY OWNER: TOWN OF MONTVILLE APPLICANT. TOWN OF MONTVILLE 5. ALL WORK WITHIN THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY FOR NORWICH -NEW LONDON TURNPIKE (CT. ROUTE 132) IS SUBJECT TO AN ENCROACHMENT PERMIT FROM THE STATE OF CONNEC71CUT DEPARTMENT OF TRANSPORTATION. 6. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. COORDINATE ALL CONNECTIONS AND UNCOVERING OF UTILITIES WITH THE GOVERNING UTILITY. 7. THIS PROPOSAL INVOLVES THE CONSTRUCTION OF A 17,2001 SF PUBLIC SAFETY BUILDING, ASSOCIATED PAVED ACCESS DRIVES AND PARKING AREAS, A PAVED IMPOUNDMENT PARKING AREA, STORAGE BUILDING, UTILITIES, STORMWATER MANAGEMENT SYSTEM, LANDSCAPING AND ASSOCIATED SITE IMPROVEMENTS. ELECTRIC UTILITIES WILL BE STUBBED OFF FOR THE FUTURE DEVELOPMENT OF A TELECOMMUNICATION TOWER AT THE REAR OF THE SITE (BY OTHERS). 8. PARKING CALCULATION. GOVERNMENT UNIT BUILDING 36 SEATS (POLICE BUSINESS) 0 1 SPACE/3 SEATS = 12 SPACES 40 SEATS (TRAINING ROOM) 0 1 SPACE/3 SEATS = 14 SPACES TOTAL PARKING REQUIRED = 26 SPACES TOTAL PARKING PROVIDED (EXCLUDING IMPOUNDMENT) = 64 SPACES 9. ALL HANDICAP SIDEWALK RAMPS AND ACCESSES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA). 10.ALL CONSTRUCTION WORK, MEANS, METHODS AND MATERIALS SHALL CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION, FORM 816, 2004, LATEST REVISION. 11. THE PROPOSED RETAINING WALL SHALL BE GREY MODULAR CONCRETE BLOCK. CONTRACTOR SHALL SUBMIT STRUCTURAL DESIGN PLANS FOR THIS WALL SIGNED BY A CONNECTICUT PROFESSIONAL ENGINEER FOR APPROVAL BY THE ARCHITECT AND BUILDING OFFICIAL PRIOR TO CONSTRUCTION. A STRUCTURAL ENGINEER SHALL INSPECT THE CONSTRUCTION OF THIS WALL AND, AFTER CONSTRUCTION, SHALL PROVIDE WRITTEN CERTIFICATION TO THE MONTVILLE BUILDING OFFICIAL THAT HE WITNESSED THE WALL CONSTRUCTION AND THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE DESIGN PLANS. 12. ALL TRAFFIC SIGNS AND PAINT MARKINGS SHALL COMPLY WITH THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2003 EDITION OR LATEST REVISION. 13.FOR BUILDING MOUNTED LIGHT LOCATIONS BY ACCESS AREAS, SEE BUILDING PLANS. 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.com L.L.C. AHD SURVE"NO "• HIS70RIC& L4W RECORD RESEARCH COMMERCMr. ! RES064m. bronopmw 170 PACHAUG RIVER DRIVE WOLO, cmwwrscm W MI to 'HON66E (8Bo) 37 www.indor 8boJ76 jW N_AR ,,A9YVE I ISSUE DATE DATE DESCRIPTION THIS PROPOSAL INVOLVES THE CONSTRUCTION OF A PUBLIC SAFETY BUILDING ON A 16± ACRE PARCEL OF LAND LOCATED IN A C-2 COMMERCIAL ZONE AT 1911 NORWICH -NEW LONDON TURNPIKE (CT. ROUTE #32) INCLUDING THE CONSTRUCTION OF A 17,200± SF, 1 STORY BUILDING, ASSOCIATED PAVED ACCESS DRIVES AND PARKING AREAS, A PAVED IMPOUNDMENT AREA, A STORAGE BUILDING, CONNECTION TO MUNICIPAL WATER AND SEWER, UTILITY INSTALLATION, STORMWATER MANAGEMENT SYSTEM, LANDSCAPING, RETAINING WALL AND ASSOCIATED SITE IMPROVEMENTS. THE MAJORITY OF THE SITE IS WOODED BUT ALSO CONTAINS A SMALL GRASSED AREA IN THE NORTHWESTERN CORNER ALONG CT. ROUTE #32. THE SITE BORDERS HORTON COVE (A TIDAL COVE) TO THE EAST AND STONY BROOK TO THE NORTH. THERE ARE 4 GRAVESTONES LOCATED AT THE REAR OF THE PARCEL. A 50' UNDISTURBED BUFFER WILL BE MAINTAINED REVISIONSFROMTHESEGRAVESTONES. THERE ARE REGULATED INLAND WETLANDS AND FEDERAL WETLANDS ON THE PROPERTY AS DATE REFERENCE DETERMINED BY R. RICHARD SNARSKI, CERTIFIED SOIL SCIENTIST. THE INLAND WETLANDS BEGINS AS A DRAINAGE DITCH WHICH CONVEYS STORMWATER FLOW EASTERLY FROM THE EXISTING CT. ROUTE #32 DRAINAGE SYSTEM TO A SLIGHTLY WIDER WETLANDS AREA. BASED ON THE PROJECT SOIL SCIENTIST, THIS WETLANDS IS HIGHLY DEGRADED AND DOMINATED BY EXOTIC AND INVASIVE SPECIES. THIS REGULATED INLAND WETLANDS CHANGES TO THE FEDERAL WETLANDS ON THE EAST SIDE OF AN EXISTING STONE WALL THAT BISECTS THE WETLANDS. THIS FEDERAL WETLAND CONTINUES NORTHEASTERLY AND DISCHARGES INTO STONY BROOK (OFFSITE) WHICH EVENTUALLY FLOWS INTO HORTON COVE. THERE ARE TIDAL WETLANDS ADJACENT TO HORTON COVE. ACCORDING TO THE NRCS WEB SOIL SURVEY, THE SOILS INDICATED IN THE PROPOSED CONSTRUCTION AREA ARE AGAWAM, FINE SANDY LOAM, 3-89 SLOPES. THE SLOPE AREAS CONTAIN HINCKLEY, GRAVELLY SANDY LOAM, 3-159 SLOPES AND HINCKLEY, GRAVELLY SANDY LOAM, 15-459 SLOPES. THE TOPOGRAPHY OF THE PROPERTY VARIES THROUGHOUT THE SITE. THE PROPERTY SLOPES DOWN AT ABOUT A 79 GRADE FROM NORWICH -NEW LONDON TURNPIKE, THEN IS RELATIVELY FLAT (1-29 SLOPE) FOR THE MAJORITY OF THE DEVELOPMENT AREA. THE LAND NORTH OF THE DEVELOPMENT AREA SLOPES DOWN TO THE INLAND WETLANDS AT A 10-18± 9 SLOPE. THE EASTERN PORTION OF THE PROPERTY, WHICH WILL REMAIN UNDISTURBED, CONTAINS SLOPES OF 359 DOWN TO HORTON COVE. A RETAINING WALL ALONG THE NORTHEASTERN PORTION OF THE DEVELOPMENT AREA IS NECESSARY TO PROVIDE A SUITABLE PARKING AREA AT THE REAR OF THE BUILDING ADJACENT TO SOME STEEP SLOPES. THE STORMWATER MANAGEMENT SYSTEM FOR THIS PROJECT HAS BEEN DESIGNED TO SPLIT THE DRAINAGE AREAS INTO AS MANY AS POSSIBLE TO REDUCE CONCENTRATED FLOWS AND TO INCORPORATE LOW IMPACT DEVELOPMENT (LID) METHODS TO MAXIMIZE THE O 8' INFILTRATION/RECHARGE CAPABILITIES OF THE PERMEABLE SOILS ONSITE BY UTILIZING GALLERIES AND AN INFILTRATION/RECHARGE TRENCH, WHICH WILL PROMOTE °11110° INFILTRATION/RECHARGE THROUGHOUT THE DEVELOPMENT. PAVEMENT AREAS, WHERE drr ii{iiiffii POSSIBLE, HAVE BEEN DESIGNED TO ALLOW STORMWATER RUNOFF TO SHEET FLOW OFF THE EDGE OF PAVEMENT THROUGH A GRASS FILTER STRIP PRIOR TO REACHING THE STORMWATER INFILTRATION/RECHARGE TRENCH OR COLLECTED INTO CATCH BASINS, DISCHARGED INTO FOREBAY WATER QUALITY BASINS AND GALLERY INFILTRATION AREAS ORDER TO CAPTURE AND ( CONTAIN POTENTIAL POLLUTANTS BEFORE ALLOWING IT TO GRADUALLY FLOW OVER MODIFIED L RIP RAP LEVEL SPREADERS INTO A GRASS SLOPE INSTALLED WITH EROSION STABILIZATION FABRIC PRIOR TO REACHING NATURAL UNDISTURBED VEGETATED AREAS. 4W1WD IN CONJUNCTION WITH THIS DEVELOPMENT, THE EXISTING PIPE OUTLET FROM THE ROUTE 132 DRAINAGE BY THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION WILL BE EXTENDED FURTHER INTO THE SITE TO ELIMINATE THE DRAINAGE DITCH THAT CURRENTLY EXISTS. A MODIFIED RIP RAP APRON AND FOREBAY WATER QUALITY BASIN WILL BE KEY PLAN CONSTRUCTED AT THE NEW DISCHARGE POINT, FLARED END 11 (FE 11). PRESENTLY THERE IS NO OUTLET PROTECTION OR TREATMENT OF STORMWATER AT THE EXISTING DISCHARGE POINT AND THE DOWNGRADIENT WETLANDS CONTAIN SAND DEPOSITS OF 12"-18" ABOVE THE WETLANDS SOIL ACCORDING TO THE PROJECT SOIL SCIENTIST. AS RECOMMENDED BY THE PROJECT TRUE PROJECT SOIL SCIENTIST, A PORTION OF THE STATE INLAND WETLANDS AREA WILL BE RESTORED (REGRADED) TO ENHANCE ITS FUNCTION. THE EXISTING WETLANDS IS HIGHLY DEGRADED DUE TO THE SAND/SEDIMENT AND DOMINATED BY EXOTIC AND INVASIVE PLANT SPECIES. RESTORATION WILL INCLUDE THE REMOVAL OF THE ACCUMULATED SAND DEPOSITS, REMOVAL OF THE INVASIVE SPECIES AND PLANTING OF APPROPRIATE WETLAND SPECIES "rrn PLANTS SUITED TO HANDLE THE HYDROLOGY PROPOSED IN CONJUNCTION WITH THIS, °=Y'': e DEVELOPMENT THIS ENHANCEMENT WILL IMPROVE/REDUCE THE SEDIMENT LOAD THAT - PRESENTLY DISCHARGES INTO THE FEDERAL WETLANDS, STONY BROOK AND HORTON COVE . <° A TOTAL OF 1,149± SF (0.03± ACRE) AREA OF STATE OF CONNECTICUT INLAND WETLANDS ., IS REQUESTED TO BE FILLED WITH THIS PROPOSAL (744± SF FOR THE CT DOT DRAINAGE DITCH AND 405± SF FOR SLOPE CONSTRUCTION ADJACENT TO THE DRIVEWAY). APPROXIMATELY 2,767± SF OF WETLANDS WILL BE RESTORED AS DESCRIBED ABOVE NO FEDERAL WETLANDS WILL BE DISTURBED WITH THIS CONSTRUCTION. CONSTRUCTION IS ANTICIPATED TO COMMENCE IN SUMMER 2011 AND BE COMPLETED IN FALL 2012. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE AN ft14TVILLEANTI -TRACKING PAD AT THE CONSTRUCTION ENTRANCE AT NORWICH NEW LONDON TURNPIKE, IRWAN 0AWOODCHIPBERMORSEDIMENTFENCEDOWNGRADIENTOFTHEMAJORITYOFTHE CONSTRUCTION AREA, SEDIMENT FENCE IN OTHER AREAS DOWNGRADIENT OF CONSTRUCTION, STAKED HAY BALES DOWNGRADIENT OF A DISCHARGE OUTLET, STAKED HAY BALES AROUND OPUBLIC vsCATCHBASINS, SILT SACKS WITHIN CATCH BASINS, CATCH BASINS WITH 4' DEEP SUMPS, FINAL OUTLET PIPES WILL BE HOODED" WITH SNOUT OIL -DEBRIS TRAP DEVICES, GRASS FILTER STRIPS AND AN INFILTRATION TRENCH IN SHEET FLOW RUNOFF AREAS, FOREBAY STORMWATER QUALITY BASINS AT PIPE OUTLETS, LEACHING GALLERY ROWS TO PROMOTE INFILTRATION/GROUNDWATER RECHARGE, RIP RAP APRON AT ALL DISCHARGE OUTLETS, MODIFIED RIP RAP LEVEL SPREADERS AND EROSION STABILIZATION FABRIC DOWNGRADIENT OF LEVEL SPREADERS. THE ANTI -TRACKING PAD AND ALL DOWNGRADIENT EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE. STAKED HAY BALES WILL BE INSTALLED AT ALL CATCH BASINS AND MAINTAINED UNTIL PAVING IS INITIATED. ALL EROSION CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS EXCEPT FOR BUILDING, PAVEMENT, SIDEWALKS, LANDSCAPED AREAS, INFILTRATION TRENCH AREAS AND RIP RAP AREAS SHALL BE 911 NORWICH- NEW LONDON LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN TURNPIKE PERMANENTLY STABILIZED. t UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW 3 Ay B.IE & Slf7 SACX INS7._L£f.. 7101 NOT TO SCALE -. OT DETAILS APPROVED BY THE MONTVILLE PLANNING AND ZONING CONBESSION DRAWING NO.: 13054 ! CHAIRMAN OR SECRATARY SIGNATURE DATE Aft -M OBERT J. Sr UCH P.E„ CP LICENSE N0. DATE C3m%p FILTER FENCE STEEL FRAME AND GRATE - TYPE B A. BURY THE TOP END 01 FOR TYPE C; `C -G" AND `C -L' -L" THE JUTE STRIP IN A FOR TRENCH 6" OR MORE 1a• DEPTH. COMPACTED 18" BACKFILL CONN. STATE STANDARD i B. TAMP THE TRENCH FULI SOIL SECURE WITH R( A STAPLES, 6" SPACING, • EXCAVATE DOWN FROM THE TREN( 6"x 6" TRENCH NO. 228-E E OR 228-C FLOW OPENING IN SPACER CAP EXISTING GRADE I= _ WATER MAIN12" MIN. PIPEDEPTH UNDISTURBED C. OVERLAP --BURY UPPEI GROUND END OF LOWER STRIP I I IN A• AND 'B'. 01 NOTES: END OF TOP STRIP 4", SED1J4E-W7-FENCE DETAIL STAPLE. NOT TO SCALE 1' MIN WOOD CHIPS 1Q1 FLOW 2.5' LU - 1 U_ _ EXISTING GRADE 3' WOOD CHIP PARRIER NOT TO SCALE 10= 3 a 0 C0 w CD M IF 1 L U 6 CC) 0 D ca 0 U a ML Co M co T r LD D O tV N in C) M N mob PROPOSED LIGHT POLE CONNECT GROUND TO POLE BASE WITH BURNDY NO. GB4C BUSH CONDUITS BASE COVER 1"CHAMFER EDGE OF SIDEWALK --, ANCHOR BOLTS TO BE FURNISHED BY POLE MANUFACTURER 3/4" CONDUIT FOR GROUND WIRE — GROUND ROD CLAMP BURNDY#8 ANO. GAR -644C GRC 5/8" X 8' WIRI COPPER WELD GROUND ROD NOTES: 1. PROVIDE 24" WIDE BASE 36"A GRADE WHEN NOT PROTECTE TYP. LIGHT POLE E SCALE: NONE NOTE: SITE LIGHTING POLES IN IMPC BASES EXPOSED 36" ABOVE F 1 NOTE. ALL OTHER SITE LIG BACK T FROM CURB AND PRC PROJECT ANCHOR BOLTS 3" ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE.) GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE. HAND FINISH. PROVIDE 3/8"D. WEEPHOLE THROUGH GROUT AT BASE OF POLE FINISH GRADE Ls 17 fi Rou7E #3z) ELECTRICAL SITE UTILITY PLAN SCALE: 1"=40'-0" APPROVED BY THE MONTVILLE PLANNING AND ZONING DATE OF COMPLETION OF ALLWORK CHAIRMAN OR SECRATARY SIGNATURE DATE DATE INITIALS PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SUBDIVIDER SIGNATURE DATE ENGINEER SIGNATURE DATE KACSTLC BOOS associates, inc 416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxbomugh Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-architects.com DIVERSIFIED T ECHNOLOGYCONSULTANTS 2321 NTlmey Awnue • HamdenCenterII- Hamden CT 0651B Ph: 203239 4200 Far. 203234 7376 1111111111aIIlIlb7,.. w•ww.teamdtc-wm ,,,, 1011, 10V QQS A$S6`.PI p / tai cow Cj cc`tin "°. ;°44 4-1 i. 1` ••' • i r 1 ; ••• ` y NO.9 jnrrrnr:nuu u ISSUE DATE DATE DESCRIPTION 01/27/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE KEY PLAN 0 20' 40' 80' 0 SCALL 1" = 40'-0" PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: BA ELECTRIC A4 L SITE UTILITY PLAN DRAWING NO.: ESU=1.0 1. 1 3 NO n t1.1 M r 0 06 a- 2 L uv. 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J - 11. k Type Qty Lumens/Lamp LLF Description N G i SL1 1 6 N.A. 0.850 GARDCO RL-1-3-60LA-CW-UNIV-FINISH Mounted to lBft Pole @ 18ft AFG SL2 4 N.A. 0.850 GARDCO RL-1-9-120LA-CW-UNIV-FINISH-HS2 Mounted to 25ft Pole @ 25ft AFG SL3 4 N.A. 0.850 GARDCO RL-1-9-85LA-CW-U7IIV-FINISH-HS Mounted to 25ft Pole @ 25ft AFG SL4 2 N.A. 0.850 GARDCO RL-2-3-85LA-CW-UNIV-FINISH Mounted Back-to-BacY. to 25ft Pole @ 25ft AFG SL5 1 N.A. 0.850 GARDCO RL-2@90-4-85LA-CW-UNIV-FINISH-HS Mounted 2@90 to 25ft Pole @ 25ft AFG 5471 5 N.A. 0.850 GARDCO 121-CWL-FT-35LA-CW-UNIV-FINISH Mounted to Building @ Bft AFG 5472 I 8 N.A. 0.850 GARDCO 121-CWL-WT-35LA-CW-UNIV-FINISH Mounted to Building @ 8£t AFG Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CRUISER PARKING - LEFT Illuminance Fc 1.02 3.4 0.2 5.10 17.00 CRUISER PARKING - RIGHT Illuminance Fc 1.16 4.0 0.3 3.87 13.33 POLICE PARKING Illuminance Fc 1.01 3.3 0.2 5.05 16.50 98 2.0 0.2 4.90PUBLICPARKINGIlluminanceFc40, 31 10.00 VEHICLE IMPOUND LOT Illuminance Fc 2.9 0.5 2.60 4.80 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 O.0 O.0 O.0 O.0 0.0 O.0 O.0 Ole O.0 O.0 O.0 O.0 O.0 0.1 •3 2 0.4 0.9 - - _ 1.9 2.1 1.9 "r 0 5 .2 3.1 0.0 0.0 0.0 0.0 O.0 3.0 D.0 D.0 3.0 3.0 0.O 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 O.0 0.0 0.0 0.0 O.0 O.0 O.0 O.0 O.0 3.0 O.0 O.0 0.0 O.0 O.0 0.1 0 2 0.3 0.5 0 -.., 5 L1 SW 1 SW 1 S L1 1.3 1.1 0.6 .5 0 4 0.1 0.0 0.0 0.0 0.0 O.0 3.0 3.0 3.0 3.0 3.0 0A 3.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 O•.0 0.0 0.0 CA 0.0 0.0 O.0 O.0 0.0 O.0 O.0 O.0 0.0 O.0 O.0 O.0 0.0 O.0 O.0 O.0 0.1 0.1 2 0.3 0.5 0 _.5 0.8 0.7 1.0 1. 4 2.9 2.3 1.6 0.8 0.7 0.0 1.5 1.1 0.8 II. 5 0 3 2 0.1 0.1 0.0 .0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 O.0 O.0 O.0 O.0 O.0 O.0 O.0 O.0 0.0 O.0 O.0 O.0 O.0 0.1 0.1 0 2 0.4 1 0.8 - 1 -.1 -.0 0.9 1.0 2.4 3.4 3.5 3.0 3.5 3.4 1.8 0.8 0.8 0.9 1.1 l.O b.8 0 5 0.1 0.1 0.0 .0 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 O.0 O.0 O.0 O.0 O.0 O.0 O.0 0.0 0.0 C.0 O.0 C.0 O.0 0.1 0.1 0 3 0.6 -.1 _ -.6 -.4 _ 0.9 O. .3 2 3 1. 1.4 1. 30 1.1 0. 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Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.00m A Web: www.kba-architects.com DIVERSIFIED T ECHNOLOGVCONSULTANTS 2321 Whftney Avenue- Hamden Center ll -Hamden CTO 18 IIIAU/. 1////,. 3 eamdtmw 234re7e .•, 1 H1 11 ISSUE DATE DATE DESCRIPTION 01/27/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE 1. KEY PLAN 0 20' 40' 80' I 10 l!!!!>R OIIAAIIIIIIII - @ @ SCALE: 1- = 40'-0' PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, Cr 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW 9 DRAWING NO.: Em S U M , . 0 , I e - A. a s (P Ir. J - 11. k co L,j - r ti 0 tJ : I°79N0.9 2+ ' i N G i 9 G\o`` 4 i ACTIC```'\` ;' AA,. to rllnnanI CAP Pv,,e ISSUE DATE DATE DESCRIPTION 01/27/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE 1. KEY PLAN 0 20' 40' 80' I 10 l!!!!>R OIIAAIIIIIIII - @ @ SCALE: 1- = 40'-0' PROJECT TRUE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, Cr 06382 PROJECT NO.: 10022.00 DRAWN BY: BSW 9 DRAWING NO.: Em S U M , . 0 , FIBER CEMENT SIDING TYP. oL MEZZANINE FFEL +11'-0" OIL T.O.W. EL +10'-0" M PRE -CAST LINTEL W04 W04SEC -3 SEC -3 MECH. LOUVER c1 NORTH ELEVATION BRICK EXPANSION JOINT (BEJ) TYP. LT.O.W. SALLY PORT N' EL. +12'-0" Z SOUTH ELEVATION MECH. LOUVER MECH. LOUVER MECH. LOUVER OMBLAL WEST AMF-I 0 0 OLE E) SEC -3 ob MEZZANINE FF N' EL +11'-0" T.O.W. EL +10'-0" 0jL FIN. FLR. MAIN LEVEL EL 0'-0" SEC -3 I inC14 OPARTIAL WEST ASPHALT ROOF ASSEMBLY TYP. MEZZANINE FF EL +11'-0" ob T.O.W. EL +110'-0' PVC TRIM BOARD TYP. FACE BRICK, TYP. PRE -CAST WATER TABLE TYP. oL FIN. FLR. MAIN LEVEL EL 0'-0" CAST STONE TYP. ob T.O.W. SALLY PORTFEL +12'-0" FIN. FLR.MAIN LEVEL EL 0'-0. ASPHALT ROOF ASSEMBLY TYP. MEZZANINE FF EL +11'-0" ob T.O.W. PVC TRIM BOARD TYP. FACE BRICK, TYP. oL FIN, FLR. MAIN LEVEL F EL 0'-0' BRICK EXPANSION JOINT (BEJ) TYP. R0 KAESTLE: BOOS associates,inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-archftects.com OS ASS 7 0 LU0 0 mr, NO. 9 r Crirr- OF ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE Oala,:s 8; E KEY PLAN 05'-4* 10'-8' 21'-6* I P= rim SCALE:- 3/32' = 1'-0' PROJECT TRUE 4i 7 f LE 0POU 1"B", L I C S A F E TM VE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: 80 OVERALL E"'Fffll ERIOR LV TIO DRAWING NO.: A 5 . Ok 0 7_= LT.O.W. SALLY PORT N' EL. +12'-0" Z SOUTH ELEVATION MECH. LOUVER MECH. LOUVER MECH. LOUVER OMBLAL WEST AMF-I 0 0 OLE E) SEC -3 ob MEZZANINE FF N' EL +11'-0" T.O.W. EL +10'-0" 0jL FIN. FLR. MAIN LEVEL EL 0'-0" SEC -3 I inC14 OPARTIAL WEST ASPHALT ROOF ASSEMBLY TYP. MEZZANINE FF EL +11'-0" ob T.O.W. EL +110'-0' PVC TRIM BOARD TYP. FACE BRICK, TYP. PRE -CAST WATER TABLE TYP. oL FIN. FLR. MAIN LEVEL EL 0'-0" CAST STONE TYP. ob T.O.W. SALLY PORTFEL +12'-0" FIN. FLR.MAIN LEVEL EL 0'-0. ASPHALT ROOF ASSEMBLY TYP. MEZZANINE FF EL +11'-0" ob T.O.W. PVC TRIM BOARD TYP. FACE BRICK, TYP. oL FIN, FLR. MAIN LEVEL F EL 0'-0' BRICK EXPANSION JOINT (BEJ) TYP. R0 KAESTLE: BOOS associates,inc 416 Slater Road, P.O. Box 2590, New Britain, Cr 06050-2590 Phone: 860-229-0361 A Fax: 860-229-5303 325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035 Phone: 508-549-9906 A Fax: 508-549-9907 Email: kba@kba-architects.com A Web: www.kba-archftects.com OS ASS 7 0 LU0 0 mr, NO. 9 r Crirr- OF ISSUE DATE DATE DESCRIPTION 02/09/11 ISSUED FOR COMMISSION REVIEW REVISIONS DATE REFERENCE Oala,:s 8; E KEY PLAN 05'-4* 10'-8' 21'-6* I P= rim SCALE:- 3/32' = 1'-0' PROJECT TRUE 4i 7 f LE 0 POU 1"B", L I C S A F E TM VE 911 NORWICH- NEW LONDON TURNPIKE UNCASVILLE, CT 06382 PROJECT NO.: 10022.00 DRAWN BY: 80 OVERALL E"'Fffll ERIOR LV TIO DRAWING NO.: A 5 . Ok 0