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HomeMy WebLinkAbout99-07P_FINAL DEVELOPMENT PLANS C.U.D ZONE MANCHESTER AND G.D ZONE SOUTH WINDSOR NORTHERN HILLS_BUCKLAND STREET, BUCKLAND ROADFINAL DEVELOPMENT PLANS C.U.D. ZONE MANC ST R AND G.D. ZONE SOUTH WINDSOR DEVELOPED BY: NORTHERN HILLS LLC PLANS PREPARED BY FUSS & (YNEIU INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 �860) 646-2469 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE SIGNATURE AND LIVE SEAL OF THE UNDERSIGNED. JAY J. GILES,P.E. LICENSE NO. 8939 NORTHERN HILLS MANC T R,, CONNECTICUT nTTrr"" WTNTI fl-IR. r.CllVlV V,.rrTV.TTrP 9 FEBRUARY 1111999 MARCH 30,1 999 APRIL 129 1999 ArKIL L% 1 , J191 JULY 303 1999 SEPTEMBER 24, 1999 OCTOBER 22, 1999 NOVEMBER 1, 1999 NOVEMBER 16, 1999 DECEMBER 7, 1999 SHEET INDEX SHEET NO. TI TLE TITLE SHEET KEY MAP EXISTING TOPOGRAPHIC PLAN PLOT PLAN 1 1 -1 4 TOPOGRAPHIC MAP 11 1— 1 A 1 I ITII ITY ANin np mNiAr-�- PI Am I . I I T. I \.1 I I t_ I I i / � 1 V L J V I \/ \ 1 I V/ `/ L 1 L/ 1 1 V 15-18 CONSERVATION PLAN EROSION CONTROL DETAILS LIGHTING PLAN 23, 23.1 LANDSCAPE PLAN 24-30 CROSS SECTIONS 31 -38, 38.1 DETAILS VVALL ELEVA I IUINS DRAINAGE AREA MAP 41 -43 ROUGH GRADING PLAN EASEMEN I PLAN 1 OF I PLOT PLAN 'RECEIVED DEC 15 1999 SOUiN W1HDSoR PLANNING DEp;. I I r / 1 N/F ► J/ ' \ CATHOLIC CEME TERIES ASSOC. ► 1J ` \ ARCHDIOCESE OF HARTFORD (C) S4ETS NUMBERS 5,9,13,17,23-\, / GD ZONE I I / /k j r NJr WILLIAMS ELECTRIC, INC. / N/F ! ` STATE OF CONNECTICUT / DEPT. OF TRANSPORTATION 10N/F WILLIAM J. KRAWSKI ► u...� N F a� t r DRI VC ADELINE P.7f$0/ DN 3 - CATHOLIC CEr' TERIES ASSOC. �_- ____{� - (B) EETS NUMBERS ARCHDIOCESE OF HARTFORD GD ZONE J � I . I 1 I SMITH STM� --- N-/FJK MAIRYVA RIN/4MIC, ELCSLOWI N RR ZONE 'MICHELL M. SLOWI i MPNGN N/F I ...+a..,.. GURRIE A. &I BARBARA R. FANDOZZI B3 ZONE N /F DOWN EASAT ASSOC. LT. PART. - J I ;CUD ZONE 34r Npr �� OEPp (A) SHEETS NUMBERS 3,7,11,15,21 N/F HOME DEPOT USA, INC. / / / / / / / / / / / / / / / / / / / / / / / N/F JEAN MARC JACQUES \ AA-30 ZONE tN/RSN\P a (D) SHEETS NUMBERS 6,10,14,18 —200 0 200 400 600 SCALE: 1 " = 200' ZONING DATA GD ZONE cnI .JVV II 1 YYIIVI.JJIK\ SCUD I ZONE IV] MIN UriLJ I L M REQUIRED PROPOSED REQUIRED ..PROPOSED MINIMUM LOT AREA 3 AC 35.77 AC 1.5 AC 5.88 AC MINIMUM LOT WIDTH 200 FT 1,301.76 FT N/A N/A AAIKIIIAAI IAA LOT DLDTW onn CT cvv r 1 n nnn rT I G,LVV r I S .I /A INCH i. IV/A MINIMUM FRONT YARD 65 FT 110.15 FT 40 FT 1010.78 FT MINIMUM REAR YARD 10 FT 1,950 FT t 25 FT 456 FT t MINIMUM SIDE YARD 25 FT 667.6 FT f 15 FT 122 FT t MAXIMUM STORIES 2 STY 1 STY 3 STY 1 STY MAXIMUM HEIGHT 30 FT 29 FT 60 FT 29 FT MAXIMUM LOT COVERAGE N/A N/A MAXIMUM IMPERIOUS COVERAGE I 60 % * I 27% * 10% BONUS (5% PARKING AND 5% CONSOLIDATED PARCELS PERMITTED BY ZOINING REGULATION 5.8.5 a = 70% ALLOWED) rIINML UrVCLUr'IVIr—IV I r-LMi\4 rUK LAINU UJt ANLA U (MANLHtS IEH) r ..r�1�llf i�_�ry r!(r•vc'I(I�?i�'C.r�} 'gar J. 4t _ 4;n f+ c `r C).00 acres .i acres 1. acres ,g _open Iai e 0 acres 0.28 acres 0.08 acres NOT RELEASED, FOR CONSTRUCTION V. - - 2 1 11 4 a G LOT' OT If N/F L) .04 0 MARY A. VARRICK CL PB-2 I L; e / j .. P_ . 15 y 1 P B 2 0 I CL&P F �_ NO.2805.1 0 A- P EXISTIN.6' STOk* INV. Sr I I . 1 11 APO 190.5 ROX 'Z N/F oo MICHELL M. SLOWICK 10 I wv 0 oo, It III do E CL&b NO. Z965p 11, Q I lI `�'-•t-,�i j %• '� / , J , +_��� 1' BORING LEGEND N/F A- MICHELL M. SLOWICK / I�-� ,:� / - � t It IDENTIFICATION NO. DATE " e4 PB — �l TC PH, - 4 s/ _ #v 7 B-LW i �. / / /, 50 B-3A r I III 6wv oV&p NO.8799 I / / ' I M o6o, E3 - 5A -4A N/F 6 A / ',/ '' GURRIE A. & BARBARA R. FANDOZZI 4 8,A B-7,A f I J, , -_ -—=- - _— ------ _x X X_ 0 11 _ _ /_—`' ,� �, / NAME N/F B-1 P/ I HOME DEPOT USA, INC. CL&P NO.85ial Vo N /F 1 / / DOWN EASAT ASSOC LT. PART. (X E E cs � NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: REVIEWED 8 Y DATE FUSS & O?qfflg.L INC. ConsWhng Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 SITE STRUCTUF NORTHERN HILLS, LLC APPLICANT EXISTING TOPOGRAPHIC PLAN NORTHERN HILLS LLC FINAL DEVELOPMENT PLAN 40 0 40 80 120 1109 ROSE LANE REVISION DATE: SCALE: 1 40' VIRGINIA BEACH, VA. 23451 30/99 1.,14/21/99 11/LQZ� -1 8 U CKLAND STREET MANCHESTER, CONNECTICUT TEL. NO. (804)422-5566 /12 9 9 1 J� 113,0 /9 9 1A BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT < Lli I z DATUM: H: V: JOB NUMBER PKASE DATE f i HE E I N U. 5 �A) 1 "= 40' 96481A1 945 2/11/99 SCALE: a +4I ,I� i� WL43 WL36 , cn I � � NSF § STATE OF CONNECTICUT l DEPT. OF TRANSPORTATION � , ;L� `, � � • / REMOVE ,AND PROPERLY DISPOSE OFF. _ wL4 i BUILDING STRUCTURES AND FOUNDATIONS. � - `W1.26 , THE CO TRACTOR SHALL OBTAIN �. wL42 i ' REQUIRE PERMITS FOR DEMOLITION ANC "�5 ASBESTOS REMOVAL. `' I ! NOTE: WL27, 37 I I WL6 3 EXISTING WELLS SHALL BE LOCATED ON I THE PROPERTY AND ABANDONED/CAPPED X i AS REQUIRED BY APPLICABLE TOWN AND =- 'r STATE REGULATIONS. ` ii '"'' l l�J I l WL26 v i WL41 WL8 . i ti f�� WL25 W -38 3 WL40 i I ADELINE P. URSO I� WL10 ?� IL/ WL39 WL23 WL11 LL W -12 J 1WL21 WL13 80 / i tit—! C I Tf _ WL14 j r I n J WL20 i WL15 WL19 I W / i pJR% WL18 WL17 \ - O 0 f L� LLJ Q 11 = 1 ( —X -X---X--X---X—X--aiC� —X-_—X----X--X-- Z L�.I W 0 w ' I / — — — BENCH 'MARK ELEVATION � ! I _ 0 TOP OF CONC.. MON.-199.4 L _ ' �o I , o I (OLD PROPERTY CORNER) ! I GARDEN CENTER - ---- II-- 1 • it i- __ — -- — -- _2!o_, I1NV. SO c, g / 157,25 Lo SM'TH CL&P I ' I \ \ wL102 w1103 N0.28052 ` ; PROPOSED LOWS S `.. ~ - �T � ',� � I BUILDING - - - --- -- --- --- - - � '� WL,Q, 4 I / t � I I _ IE3-11�j I I-� I I % I I — _—_-- --- __ �_—' •, iC - �. ` 1,0ID t r' I I FIN. FL. EL. 207.25 NOT REL S°�D` c ,E S CTION PR_OJ._ MANAGER: BORING LEGEND w�T CHIEF DESIGNER:— W FU% & O NFIM INC. Consulting Engineers REVIEWED BY DATE- = 0 n- SURVEY• I ­­ 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 9 BORING LOCATION _ _ SITE j — _ —_— -- ----- STRUCTURAL - -- NORTHERN HILLS, LLC IDENTIFICATION NO. DATE � -- -- - - -- EXISTING TOPOGRAPHIC PLAN P—IA T`,, B—iLy _F—y 3 - m REVISION DATE: FINAL DEVELOPMENT PLAN PB-1 ? PP- i r+- -y4 APPLICANT w ; ; 3 `1 / 9 �A 4/2 1 99 �a, 4 , BUCKLAND STREET MANCHESTER, CONNECTICUT E—� Tr_� I—Jl_� J r,-1 7_•a �' —40 0 40 80 120 NORTHERN HILLS LLC 1109 ROSE LANE x z 4 'i 2 ?9 7 '30 99 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1" — 40' VIRGINIA BEACH, VA. 23451 w cL DATUM: H: '�': J ci i—_ — JOB NUMBER !PHASE! DATE I I SHEET N0.4(13) TEL. NO. 804 422-5566 a - SCALE: 1 = 40 96481A1 945 2 11 99 / I Il ' \ I Il r r r I rl /i ' # // // r # r / r r L _ / 111 N/F WILLIAMS ELECTRIC, INC. I I\\ r # r , , r '�ll it I N/F STATE OF CONNECTICUT r�3 l �1! � - / DEPT. OF TRANSPORTATION r4 WL STATE OF CONNECTICUT `\ DEPT. OF TRANSPORTATION \ �r ;/ll �0>I �- �, v WL46 1 r, � iill // '• '''G \ 1 cr � WL34 L Ilk— r l,, Zzz /a i-' DR1 VE \ \ BORING LEGEND jo BORING LOCATION WL45 WL44 IDENTIFICATION NO. DATE B —1 A T F---1 A 1-- 4 PB-13 TO PB-427 4-- 'Z= _ -40 0 40 80 120 B-1 TO B-1 ` =' SCALE: 1 " = 40' WL35 N/F WILLIAM J. KRAWSKI WL — ��., WL31 \ 0- r7l WL1 W -30 &2 .I �[ WL29 = , \\ NOT RELEASED FOR CONSTRICTION PROJ. MANAGER: CHIEF DESIGNER: T U- REVIEWED BY DATE n Ll SURVEY � n SITE STRUCTURAL W APPLICANT REVISION DATE: m - v NORTHERN HILLS LLC 4; , 3/30i y9 I 1,4; 21 /99 Z� 1109 ROSE LANE x `' ;. -- --- ----- ` v ' VIRGINIA BEACH, VA. 23451 z DATUM_ - ----- — TEL. NO. (804)422-5566 �J a SCALE: � '-- 40 noFU&S & O?MU INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NORTHERN HILLS, LLC EXISTING TOPOGRAPHIC PLAN FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER I PHASE' DATE j SHEET NO.5 C 96481A1 945 2/11/99 I I' i N/F WILLIAM J. KRAWSKI A J r r rr. ram' raS\P/ r f OYN r ow Owv �r r rr � GE r i r � ;r C .t I \\ \ BORING LEGEND vv 5o IN�7 ' \ N/F JEAN MARC JACQUES IDENTIFICATION NO. DATE A - =—'�4 r ` \ \ SCALE: 1 " = 40' \ r r \ � M LNG BENCH MARK ELEVATION s--fit CN�S�ER 1 TOP OF GRAN. MON.=285.16 lCwN a r r APPLICANT NORTHERN HILLS LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TEL. NO. (804)422-5566 NOT RELEASED FOR CONSTRUCTION t I "..`y PAVEtrfEN 5EGTlObI{ ,._ E SON MATCH LINE SEE SHEET B j =: ,,�'� �6c 6p I sw N 5� I `\ ��� I LP MA J� N/F 6` E 0 I RY A. VARRICK _ `, \ I � 1 t _ T O i SPACE , « BEGIN CHAIN CID rn „ CART RETURN RACK (TYP3 /' / LINK FENCE/ I / � 1� _SECTION E ? --• % _ , rvo SEE SH. NO. ZI, I �` cc S II �� �� l N0.28051 I I:� � o t .I I a I ��. I 1-�LP , z 4 , I 1 x X Delta=06'04,40,. t ;� rr a %C�., 11 1 it I l { ! =�� % • I / ' \\/T7n=44.00 R Rf 27 13_ %v09 of I \`'y a C ��_�`Np RELOCATE CHAIN LINK FENCE t 1 / ci ,._ ��� --._ AND GUIDE^RAoLI nnlSEE ROADWAY 4 _I I N/F � Q I• _ i I i� 0 IMt'RVYGrvICIvi , �r,�..� t r r I i MICHELL M. SLOWICK --t I a N� vlq;�° C t Y I1'!II ' I ' r -/_ ° �'� o� . Ij ------ z_ LPG °'.'�J �%- \ '\/ ,,' ,� O 10 '0 t � i I r r /'i' ° °{ ! r I ©/Y�/' .� � �, / � 0 \ \\ �1 SECTION D I r/ g �� o/ °� �\ 5621 LEGEND SH. N0. 25 SEE CANOPY SEE DETAIL O z N / p �AL� SAS M (` I z Q a ° _ d /� // / 1 I , - 1 C r- / �p _ WILE PEDE� RIAN CROSSWALK, 8 OFF rIIF V / t L=291.69 No.28 50''. e LINEti= r SHEET 9C c� ° o ' �/ �' i ► + T rPCM C+ -ACE 'I / Q II11 2" WIDE WHITE STRIPE it t ^ a �--«—•_ LJ Q� 4'` /� \ 1 i LJ R= V29.00 HANDICAP STALL r / ! - /V. MONK Q! ' / f 1 , I Delta=20 13'45" Tan=147.89 z 3 0' ° I o , b _ L 6S 5090 SSNT ' 6I a ii a - -- . �cv6�// / �\ li I �j J Bib' BIT. CONC. BIKEWAY LLI MICHFI I NM FBI nUnry i'r/ I!- �I • • 0'° Is I���! / �� a� �c, /� (� A �) RELOCATE C L FENCE 18" BACK OF BIKEWAY Lj IFS �Q/j ��` j ` I ( DY, DOUBLE YELLOW CENTER LINE OR SECTIOI C i j NO/ r E SH. 0 ,I 25 Q I c -Y� �'�o I p ,^• ' 2" WIDE WHITE STOP BAR r SE I . o / / / I`. N04'15'29"NJ S- — ---- __ 85.60' I 27,.9 �� T� / / / �/ / / I (GC) GRANITE CURB (BUCKLAND HILLS DR., END AT STIREET LNE TOWN 0F MANCHESTER) :PAINTE ISLb CONC. CURB SITE DRIVES AND PARKING i RETAINING WALL "A" SEE LAYOUT PLANS, 3" PAVEMENT SECTION "S" SH. NO.37 / / , / O ` b I t I t I C� _ cc , r x v- �` (BC) BITUMINOUS CONCRETE CURB - DRI'VE "A" WALL ELEVATIONS SH. NO. 39, AND TYPICAL 7,I t f ; ?� "� ,o c 4"PAVEMENT `�'�' I -'- N0.8799 — I I'� I l i ; i , �,f f ;/� SECTION SH. NO. 38 P;y f F 6SSS�� �'HR HANDICAP ACCESS .RAMP +89.88 ,. 'J { PAIN�fED ISLAND L1,1ji.6 IS I„ I o 1rn.`` _ ' L i 1 r;l v ��. RB ` (J� ice' 1 �R R4-7(2)-24"x30„ „KEEP RIGHT' SIGN SECTION B s�� ` I I g' I p y ? i 9. / ,' / -� lJ DOT N0. 31 0526 24 o ss.,SO i ! I Il ; ; i ;� I I ,5`''/, nllonlr e SH. 1 i I e- �J n� I:� •/ / / �I T, DZ-�(Dl-^.A" 7�t" "mr) ICCT TIiDtI" CI(m �' i i IV vvf�fClE H. CSC BfHRt3ARA R. FANDOZZI `� ' I � 198' 4" PAVEMENT SECTION "T" SH. N0.37 �.i' %1aJ�G,•o /�, .� �-. T vv u 1 Ivl.ly Ivly ��1 .— _ _ i- — ='� tip° � • t I II �_ _ -- - ----- N88'27 13"E 207' 194_75 SEE f 6I nTRTIMBER RAIL (FACE) �o PR BUCKLAND HILLS DRIVE WIDENING PLANS -- I!' rn `�/ / ERARED BY FUSS AND ONEILL, INC. �AVI�MENT ( �; CONCRETE END AN"HORAGE TR C NI S SH N .3( } _ - / �'` �, " / S�,F CT/ (SEPARATE PLAN SET WHICH IS; PART OF SITE } (E ---f114�n,� / / y / Sh �ij�� PLAN APROVAL) ;z ' J `m EA` /I / / �' / �O \_`� b I ( S� RI-1(1) — 24" x 24" "STOP" SIGN DOT L=300.� _ +_ `,.- END CHAIN •/ / v �� // / ,� 30a / J N0. 3' -CO1 AND i 2" WHITE STOP BAR I R=1964.00 t RP = LINK FENCE Delta=08'45'42" t 'o i / �� ! r // !\5W CONCRETE SIDEWALK 6F /Tcn=150.46SECTION " A" c01 SAT 7 STONE ENTRANCE WALL SEE SH•�`',NO. 24 ST 3 S�8 ' RP 't RELOCATE POLE (BY UTILITY CO.) 1 26098 O� ` 'CF) HIGH GREEN VINYL CLAD CHAIN LINK FENCE NONE Dip �- SET i-6" BACK FROM TOP OF SLOPE --''6 ROCK BARRIER -SEE SECTIONS SHEET NO. 27 ' I 1AA'2$ / ��/ / SF cTj BLEND TO RUCK SLOPE AT WEST END R g29 1' , -N/F END AT SIDEWALK AT EAST END s t 2 , 'y HOME DEPOT USA, INC. / ti0 (Rt>/') RELOCATE TOWN LINE MONUMENTS IN KIND. CONTACT THE ENGINEERING DIVISIONS IN BOTH pp LIGHTING LEGEND TOWNS FOR A MUTUALLY AGREED LOCATION. 1 ' O / x &P NO.8578 1 �� �/ 1 � 11 69-x00 ICY �: - JS1 v/ LP - LIGHT POLE LOCATION, SEE SITE _, \� , LIGHTING PLAN ?- �1�1 Pf (_)N . LOWE'S MONUMENT SIGN GJ 1 DATA FOR SHOPPING CENTER PARKING N/F �p� Op ! rl DOWN EASAT ASSOC. LT. PART. o� a� �� / /' SOUTH WINDSOR MANCHESTER TOTAL SITE PARKING REQUIRED V REQUIRED PARKING REC�UIRED PARKIN(--' 4.5 SPACES PER 4.5 SPACES PER SOUTH WINDSOR 552 1000 SF OF GFA 1000 SF OF GFA / � ,� R=704.28 MANCHESTER 160 FIELD FIT RADIUS Delta=05 si 15 122,623 SF/100C' = 3 `�� T°n=98.91 122.EX4.5 = 552 SPACES 39.9X4 =F 16000 60 OSPACES C N C. M ON . �s .ti TOTAL SPACES 712 i \ OE E TOTAL SITE PARKING PROVIDED L; r THIS MAP PRODUCED Bly GRIGINAL INK DRAWING ON POLY FILM OR LINE,-4 I FUSS & O'IVEfLt 146 HARTF-RC I L=196 44 1 I R=678.00 Delta=16'36'CO Tan=36,01 L I / / / / / / -40 0 40 80 120 SCALE: 1 " = 40' I t Nn. ks ey ,_)IJTH WINDSOR 519 IvIANCHESTER 160 NOTE SEE GENERAL NOTES O^. SHEET NO 1' TOTAL SPACES 679 REDUCTION IN PARKING SPACES REQUESTED IN SOUTH WINDSOR UNDER SECTION 13.4.1 OF THE ZOINING REGULATIONS. NOT RELEASED FOR CONSTRUCTION t, THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECT!ONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR I PROJ. MANAGER: JJG —_ SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT .•„e„am T CHIEF DESIGNER: I zm ASSOCIATION OF LAND SURVEYORS, INC. ON S"tPTEMBER 26, ' 996. x fia,a G "j �+ �-' I' V&S & O'1\L't1LlV INC. Consulting Engineers I THIS TYPE OF SURVEY IS A PROPERTY SURVEY; wI REVIEWED BY DATE THE BOUNDARY DETERMINATION CATEGORY IS .A "DEPENDENT RESURVEr": r �6'~'� �s T : , 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 CLASS OF ACCURACY IS A-2 (HORIZONTAL ACCURACY) $ �",,""'� ���• , ; ..; SURVEY --------------------------+----------- --- (860) 646-2469 L SITE ,,,�, STRUCTURAL NORTHERN HILLS, LLC F,•` - — APPLICAN I > FLU I f-' LAN NORTHERN HILLS LAC 1109 ROSE LANE ';� J FINAL DEVELOPMENT PLAN �' 1C' REVISION DATE: t� 10 /22 : � � / p3/30/99 /�4/21 j'99 A11/1 i99 VIRGINIA BEACH, VA. 23451 �;�� BUCKLAND STREET MANCHESTER, CONNECTICUT TEL. NO. (804)422-5566 Z 'z BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT . ', 4 j12 / 9 9 U7 /30/99!,4X1 ; 16 / 9 9 z'L DATUM: Hv': JOB NUMBER , PHASEDATE SHEET NO %(A) i SCA•Lt. 1 = 40 96481 Al 945 I 2/1 1 /99 MATCH LINE SEE SHEET C WL43 WL36 II� N F � LEGEND ' E 65 `� _ / STATE OF CONNECTICUT _ %� DEPT. OF TRANSPORTATION r / 1I(/ a °� r1 J� 0 LLJ O / o '� ( wL2e 5' WIDE PEDESTRIAN CROSSWALK, J j HR °' Z WL42 \. �� \ 11111 12" WIDE WHITE STRIPE SPACED AT 18" WL5 0 SEE BUCKLAND ROAD WIDENING P ANS PREPARED MODULAR CONCRETE \ �\ I� HANDICAP STALL RETAINING WALL "E" \ ��� sB BY F.A. HESKETH & ASSOC. (SEP RATE PLAN SETWAM SEE LAYOUT PLANS, sIGN CTION . E WHICH IS PART OF SITE PLAN A ROVAL) WALL ELEVATIONS SH. 1 � BW' BIT. CONC.vBIKEWAY INTERSECTION f rf KR j r tI LOWE'S MONUMENT SIGN NO. 39, AND TYPICAL ET �? XXI ,�„2, l--J SECTION SH. NO. 38 R RELOCATE L FENCE 8" BACK OF BIKEWAY r \ ! END TIMBER RAIL ©WALL t - - - / 1 , ODULAR CONCRETE � , IP RIP f .`r / Bc ETAINING WALL "D" v \�� � �. ran EE LAYOUT PLANS, FUTURE DEVELOPMENT o \° x -- } ( pY DOUBLE YELLOW (_'ENTER LINE O J / c ALL ELEVATIONS SH.� 1 r0 _ v 39, AND TYPICAL \ \� ✓ WL7 / f�V ..i 1' _ ION SH. Cf38 ,/ WL2s 12" WIDE VIHiTE STOP BAR f / R ++. ���' 141�6 42 42.,V Z 52' EA �� � TR _I 7s� �� GCS GRAMT� CURB (BUCKLAND HILLS DR., END AT. - / E 11 141 7 47 ' I `-�__ _ -` �_ - 3j� �,$ STREET LINE TOWN OF MANCHESTER) _ _ GF CONC. CORB - SITE DRIVES AND ,PARKING WL25 1'' 6 - YD °^' (B( BITUMINOUS CONCRETE CURB - DRIVE "A" f ` LP �i —� -OrJ _ 8' GATE -� \\ WL38 �2 , 1. �'•• K R '`' TR ^ =, �`-----. � 44t_s ---, SECTION „M„ / i, � �'', _ EA �r •i----_—__ - ? (`HR) HANDICAP ACC_ �'. SEE SH. N0. 29 v I r i ' _ BC - -z�_ DRi�/E „A„ ,�'' L40 c i - �Tl —E_� RAMP N/F „ i6 CC \ WL24 JF 1" - 7(2)-24' x30" KEEP RIGHT' SIGN �i �� l (r '�✓j' ���orV's i 18a ' R�� N ,> >, �v D = 8' - 18' ',� DOT NO. 3 , 052 E ADELINE P. URSO f s��/pE E Zz' WALL C Cn�� _ _ --- ---------- �P �� wuo (LT, R3-5(R)-24"x24„ ,NCJ LEFT TURN' SIGN 1 r, 4 _ �- t -� - j I. -t� T t--� •,.i , I ��=1o7. �4 l i 1 1i 6' \ I 1 , c,j; ; ( j j 1 I � I _ , 7- RP / �9 '6' r I I { I. I 1 ��11 I ! I } } I IIII j ` i I i \`r i- (TR} TIMBER RAI! (FACE` MODULAR CONCRETE 3s E A RETAINING WALL „B" 41., 34' -1---.� - g G \ , _ -- - $ i 1.3 W 2cam - WL23 � F F SEE LAYOUT PLANS, �n -- - ct�!' �( t10 \ ( EA CONCRETE END ANCHORAGE WALL ELEVATIONS SH. "-f L -1 -_-_- Io Wu1 NO. 39 AND TYPICAL f �� �_'� - 1 `fix I - ! , Fo � SECTION SH. N0. 38 r l f.: E �-�! ; `\\ END SITE CONC. CURB - �, 2 I t i I I I BEGIN DRIVE 81T. CURB ; RI - i (i) 24 x 24' "STOP' SIGN DOT I \ \ o = ! i i I i j I I I i I i I a tl i i' �\ v (SS j NO. 31-001 AND 12' WHITE STOP BAR � .- = 1.--i--- -1- -`r _ . i� i j I ! ! ! 1 �i (SW) ONCRETE QI WA W � i�. ;,� WL22 ODE I_K. W f '` I i 1 (` I- i I Z f I �i� I I 1 cl, i I �. ' t ! WL12 �- f a. 1_ � _ { 27,^' `_"_,.`' �! PT =�o' 43.66 15 ! ' STONE EiVTRA�fCE WALL ' " 1 I MODULAR CONCRETE SEA l,QN „ 1 l f �J221- - - - - I �; -- SEE U„ ,i / f F'C Y - - 0� 5 I I y ONTROL ,;OINTS" TvP, 14a, 3" PAVEMENT SECTION S" SH. N0,37 I W / _ I _ _ RETAINING WALL "F" /� L1} ^ ' .�+ w RP l RELOCATE POLE l BY UTILITY CO. j SH• 0, 28 I! r% ^+ 38+^' Sg 1 i-R� 04- �2�2� 38 I •.� -- -= ! I ! I I I ! I Mi ysl c., - +59..5 SEE LAYOUT PLANS, I-3- c' + I 1 ! i I o0 6 - �r ou 21 WALL ELEVATIONS SH. a^ 4 i ! I WL13 5V �.o �� 18 7 I I i I j I I� I a' N N0. 39, AND TYPICAL Y W i MODULAR CONCRETE o` I T" _ ' J { j I I I j- L i j f a,`i I (CF 6' HIGH GREEN VINYL CLAD. CHAIN LINK FENCE RETAINING WALL „A„ �� 5'I I - - + - "'' 1 } I I i -1! I o r _ 1 Z i f i' ; f � 5 5 � '1 • �! -r -- - - EAVY DUTY' � �--=-;1----{•- i -f- I ;I i �" ' r • I � _ II SECTION SH. N0. 38 wu4 �•J � � � � _ .-1--�j--- , ! -, } , i i 1 � h. , � SET 1- 6" BACK FRC P�1 TOP OF SLOPE - SEE LAYOUT PLANS l Q ^,1 I i ! i 1 i i �' ! �Ilr 1 I`. o� , � Cf I CON RETE PAVEMENT / c :I � i ' � i � � � -.- I .. WALL ELEVATIONS SH. i 1 ! ? f I ! I z` I ' I I tl� I� "� -' RB) ROCK BARRIER -SEE SECTIONS SHEET' N0. 27. _ N0. 39, AND TYPICAL I + I , I I ! } I ! 1 I--Ji I f I ! I_ P20 6 + ? 9.54 I U ' , -- � - '' � 1 3E;• �I � BLEND 'TO ROCK SLOPE AT WEST END SECTION SH. NO. 38 f i v -._' 27 -- ----- T T 1 / •, I ��. !�----• j • - - II �G� END aT SIDEWALK A EAST END -- _I - --- - -�, - -- ---- 5i;' s RR•2 ,' w -.4_3' 7+r�T ,. 5=38°-34 14 wus 1 IC�HTINC� I E(�FN(� _ ,' _, -- ------ 325.73' , -L. + ' � / `\ nr- , MODULAR CONCRETE88'27 - v✓ II I R=140.00 ,RM, RELOCATE TOWN LINE MONUMENTS IN KIND. 4" P+MENT SECTION 'T" SH. NO.37 n „ ° I 1 EXP. JT. ®50' T.fP. I _ S/' , `9 - ��' CONTACT THE ENGINEERING DIVISIONS IN BOTH RETAINING WALL C !' � ) ; . , .v - - - -- ry . (( - v 1 0 � T=48.99' ''� SEE LAYOUT PLANS, i f 1 I 1 I i 1 } ! �. _ i �_ cc s6 ` 4.25' �_z DD----lu T i / _ I f I I I I { 1 , # SS + 10, L='9 wtls OWNS FOR A MUTUALLY AGREED LOCATION. WALL ELEVATIONS SH. i� (^ter TR J a I - I I i I 4 i ' i i i I I 24 LP N0. 39, AND TYPICA J I HEAVY DIJ I ( I 1 - ff j I 771 I j � o.. �� :. � 1 q'1 LP - LIGHT POLE LOCATION, SEE SITE SECTION SH. NO. 38 CONC. RAMP I } I q TR x 0 Li' 11, E *t i ' I F 3 NT ECiONI'S'I St•iI. N,O.3r { 1 I ! i 1 I-LP�� P �� Wu7 LIGHTING PLAN SECTION°° K'/ ! G. i {{ i i i _ i i i 1 i#; U I 1 i + �� w,,8 LP s I' � r ' 4 _ i i i �I i I _ + ,. x. j 144 _ O I 1 �f a I ;, A ,✓� I �, d SEE SH. O o NO. �f r i�TRUCK WELD I r i i-�- -- -- i ) 6 QQ.�F' i- ,�°_OF _ 2 a r SECTION "T" SH. N0.37 ' I CART RETURN RACK TYP 8 a - 4" PAVEMENT -� 7 � fl � , 1 R-1 � 4.8� '� — — 198 i 171 7c x �y END OF PAVEMENT Q I I ,.� i _ ° Y 34. ---- �, L,. --- — #-� R^:� 9� �°' T= i -2.66' CURBING ~ I - - - - - �_ ! } i ! , 3 i ) V I', \ . ' ^ x 2 3' AND 1 kQ co 1 r MD 5 �6 - I �..! I I I I I► I I O o v� ;�, , L= 13.9� 6,k w Q } f S� 556 60 m m a x_- --x—x--x—x—x—x-, °° i i i ' SS �\ /� G� / 8g SIB 6530Da' v I • � x X ° _ __ _-=-1•=-�_--'-_�=-==L=------------- -- X �-�, 1 W I - - -- - v 1= sz D= 8` _ _ O ,— 0 � � �, I � h Z z I v � � O SB I �. J O I _I w v -- — =t _T_ -- !, �N EA '00 w w I 13 MARK EL NATION OPE AREA I f I ' i I i I i ih :� D=70°-07'-49 - BENCH j ��' �� °R 1 c� I X { I I 1 I--' ✓ i L- 2 9. h O J I I i - I° 5 _ I r1' - LP I I "o II - PT o.s I � !_oAD1NG DOCK TOP OF CONC.. ON.-199.40 .--, . " o s R-+65.J � T=11 8 -' f ass s i OLD PROPERTY ORNER) �` 'i Y PAVEMENT SECTiON S Sty. NO.37 x �J5 �. = 653017. 0' f `` °a �O' } I'_`..j_ _ J%' `L=201.96' �� GO / v Q v I - _ ! I \ A� I-- i _ + 51 11 �c I M ° CC i ` I t'� O �QX /� 1 k r Q 1 . WALL ,� c� SECTION i I I I p=8 �a'a3 o COVERED I w } `` i SB I SS LP �2 /,�A ECT QN „H, I R=a00,00 i Lp z AREA I _ _ �. SEE SH. N0. 27 SW ,I I L=57.66 , I Z � G A DEN CENTER w I # I , Y __ 1--� -} — - ; : ; \ �, x F,,��R Ii F- - v r=28 I �. — _ — -<- < ° �. r A : i { j % 1 '��A��E_� I 1 I } / \ v, '4.7y+ G+C J , 50� ` w Z �` / QC(- = 6+59.12 Z FINING c!) v a� p i ;.kI- i 1 i \R 'l l VE \ 1 REC ° z J L ..r I t ► S Ci o l I V, i Q I v Zo ° I = 234' _ A I \ END OF PAVEMENT w ' z N - 4" PAVEMENT SECTION "T" SH. N0.37 N 1\ 25 AND CURBING F ES�SSS�'�F TF I ' - -- ., i , t i 1 i 1 ! 1 1t SS ���. 0` SS ��x _ I L=' 30.53' E `3SS ON�✓An I l i.� f i_ I ► • �t , "NALL BASE LINE j L v I Z ,C K q E 1�--- �� 18" CFF CURB F C �� I �° � o ,�- � � �.�� 1 I 1 � i � I ��I LP �'.3 R=829.00 E i L�J�-_1__i i`v it Deita=d9'Ot'16"I S� I I I 1 v w I I ! _ - - -- SB Tar=65.4a' S I FROM 0+0 TO 6 59 a ° . �( `C^/\ SEASONAL DISPLAY AREA ° v- g' TYP '' Y 0 �o - „, a° z { i I i i i I 1�> �S �, j LP( v� �`Ld i r ! I 14 ! i i ! I I �� I 1 i ► +► I 1 --� �a �-� �� - ° v f w i I 87.2' N, > s I I 36t) _ -_ - - �-►{ SECTION G m - _. r. �--- SEE SH. NO. 27 I �N\ I 225' = 13'24'20' I I o I;\\`\ I I I: - -'; i I i } { ! 1 i I I i } o- R= 1 4 I f /\\'� I jj ! { i i I } I } 1 ! �96 000 _ t •- _ II , ' �> I ! 4 ' _ _} __ i I 459. 2' 1 I F- '.I I - 3 '✓JQ .�- � E - ---! _� - i . I I I ► I 4 I } . II j i . I i. SS ! 5 R I l o �N i \ o ► 1{ j ► 1 I 1 , I / 6S3 I f ems' SEE HANDICAP PARKING 1...- ---- -- - �y Ig DETAIL:ON SHEET 37 ' 216' _ 167' LP , > I I A\ I { R 1 S i �I 4- I } I i , ! ( WL103 51846'45"E SMi rH s I o zsd5 PROPOSED L 0 W E S g� r o' �� 5, 8, ' TREE�,T I : — - ' -- F !' I U (LU I ICIy t �i _ _ _ R ,ti� M-1os'` -� ,._ SECTION I� _ __ / ' � - SEE SH. NO. 26 I PC = 4+62.61 LP I I *- 1— I, w AND ----- - - I i R o FIN. FL. EL. 207.25 � .��\ ,� �T► �I` I ��� WETLANDS - _ , 15 I i rT�-1' 16, 9' i6' ^ : �, H i J% kQ ' � _�_ I ,. �� �22 �- NOT REL _ ST�GCTION MATCH LINE SEE SHEET A 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNE�_TI,_�", ?A t PROJ. MANAGER-.—,, AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR --------- ------ ------------ SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT U CHIEF DESIGNER: JBi�'II� �C.Consulting Engineers ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. REVIEWED THIS TYPE OF SURVEY IS A PROPERTY SURVEY; _ BY I DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY"; ,, p s n SURVEY (860) 646-2469 CLASS OF ACCURACY IS A-2 (HORIZONTAL ACCURACY) SITE i``r'`• ' ' o--- - �- ; STRUCTURAL TO MY KNOWLEDGE AND EEI IFr TH! MAD IS SUBSTANTIALL', < Ze Y - NORTHERN HILLS, LLC °¢ f '_4F REST -4S NOTE HERS t' � z = ,� J PLOT PLAN THiS MAP PRODUCED G'I' �``; L' �5%13,'99 ORIGINAL INK DRAWING '0:'$ � �� .�� � cr --- - -- -- --- - r - Q/1't,C ! �' h N 91' a 4 .� O t j - _ 9 9 POLY FILM CIR LINEN Fuss&e1�Fn_� - y�"--' REVISION DATE: __ FINAL DEVELOPMENT PLAN ur - - - - -- - - -- - -- ---- -- --- APPLICANT` >►'" `� J 22 `� LAWRENCE R. GE;S �.�ER, ,.R. a 2z27 's........••' m i 146 HARTFUrL )Ai) r A3/30; 99 ,14/21 /99 1I, 91 1)9 BUCKLAND STREET MANCHESTER, CONNECTICUT i:.•_U4I ! -40 0 40 80 120 THIS MAP IS NOT .VALID KTHOJ AN k CIVA� UNA r:JRE NORTHERN HILLS LLC Q g z,14 / 12 /99 A7 /30 /99 11 '16 /9Q BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT AND EMBOSSED SEAL OF THE �_ ISFD LAN-) SORVELiOR 1109 ROSE LANE z � ' WHOSE NAiME AND REG!STRA'I: . '.)MBER APPEARS ABOVE VIRGINIA BEACH, VA. 23451 11' a DATUM: H. V. JOB NUMBER PHASE' DATE i SCALE• 1 = 40 J - , rl 1rr-r ►.Ir, olo\ • l_ TEL. NO. (804)422-5566 In tl SCALE: 1 "= 40' 96481A1 945 I 2/1 1/99 ; 'D n c r- 1 "u - Oho) ' l Q\Is �. r \ r / / 1 1 CIO /I •"' / C I r to r I / I ` z 49 15 W ' / ;, 0- / i / q-,N I `N, 5 I bo l =� 5 »W /;o/ r / 1 , a r I / I to r ( r LP �S%6° \ =07"o E It is �2'52 198. 28� / - \ r Q / N/F WILLIAMS ELECTRIC, INC. / /CAO 3roro � 3 \ , i N 653� 68 • ��/ o F 0 / J\I N /F �, '�[ t\/ 0 STATE OF CONNECTICUT r �- � Ir ��S-_7.03 16„ / / \ DEPT. OF TRANSPORTATION / 206` ��, \ / / LLI / 14 / 0 198-26- r SEE BUCKLAND ROAD WIDENING PLAN PREPARED WL �\ /SET IRON PIN \ r RP BY F.A. HESKETH & ASSOC. (SEPAR TE SET OF / PLANS WHICH IS PART OF THE SITE LAN APROVAL) \ w. N/F / / MON• I STATE OF CONNECTICUT \ / SEA 629�'�� DEPT. OF TRANSPORTATION Nf 653153•g5 WL47 WL46 I , WL34 CO RP - / DRIVE / THIS MAP PRODUCED BY ORIGINAL INK DRAWING ON ?. POLY FILP1 OR LINEN FUSS 8 t1,'NEi1.L i•V HARTFORD ;tQAC j a GAR . WL45 I N 16 B Y 00 i s I a ) -� X ' 56 I 0 14' 14' is f- Do SIGN `NO Pf1RKl z LOADING ZONE' L� MOUNTED ON O W COLVdN elm � SIGN 'ONE WAY KEEP RIGHT` MOUNTED ON COLUMN YvJ M (CAI\InPY nP-TA�� SCALE: 1 "=20' N/F WILLIAM J. KRAWSKI ft376'7252 »� CF . ____X_ W,r� APEi CrN�a uef. , aaa Sat, ;rated aP•1624982,00 tl err. Hills t' ,a`.n Finguerra Rose lane I guua Brach. JA 27ar,1 A, the April 2., Iy99 regular inertmg, the inland Wetlands Agrnq'/Cmserv..u.�n immissvin approved appl a99"07P•-Northern Hills - IWA;CC permit for the •..•nsttuctlon of a 150,000 sqft retail building Ito be kuowr as Lowesi, parking area, stormwater struetums and astsoclarrd improsemrnts on ?S 7 acres ;crated ea —_ the nertheriv side of Buakland Hills Road and casterh of Buckland Hosea (Asscsser's ir-p is i rs, pnr:'cis 4 6r nI uou zone finis appittvai as sub)etf to the foiiowmg —ndiuons I One t)lueprmt crap) of Uac entire sn t•f plans and this letter reprt duce_ •hereon, must be aubirvrted to this Comrmssior This must be Completed withal, 65 days of approval ptior to sny construcnori activity on the site. Plans subm+ttzd to Planning d 7.oning Commission shall be ccr.sidered having rnei this requ:retraent Tl:e app,ICAtten shall .ndemalfy and 'hold harm,ess the Town of Sowh W Indlor against any liability, which nught result ircm the prop..sed ,,perauori Or uu The permat •s valid for five years and %hall expire on April 21, _^004 It :a the iandowncnsi; apphraratisl responsibility to •rack expiration dates and notifv the Commission of a renewal request at least 65 days prior to rxp:rati,n I - Ali appr„vais required trinst oe obtained and scr7Er;tied prior -,o err, activit•, on the site. A conL.cl p,_ -A shall be identified ten the pia. -is We recommend a bond in the amount of SSO Or.'.] be suba.lttcd to tl.e Planning & Zoning Commission to ensure comphance with the I:ron:rt: and Sedimentation Control Measures. The applicant shall Inspect the drainage system a m,:atnun, of thin tIt, S of yea: and cleaned a--ccrdingly c Pro* to 'he .ssfiance of a barddmg perrmt, the applicant will submit a uetwird erosion and sedintcsit control plan for review and approval by the RCAtCC The plan %Al inLlrrde a Detailed sequencing of grading. earth removal, and filling. b interior erosion controls c Location of temporary berms, sediment basins, and specific details fox dew'atering of sed:mcnr basins including the application and type of fliicu::lcntS to be used The consitu( uort of ;he detention basin and created wetlands will be sup used by he consulunR balogiat,�soil scientist. G F.rOlion cOL r019 will be msExcted h} the consulting soli scientist b, xeekly and within 24 hours of a storm event Weekly inspection reports will :ere submitted to the Toum Engineer or the aorunaziWetlead Snforcemerat Of6cei `.'rev c my [•ours, Itii_ANU Wl:'•ILANLISAGENCY,•' CQNSE:RVATION COMMISSION y �::va rh A u arren. Chairperson 'Aii.dr Chef 3'I'lo,ng Official Planrunq & 7cnang Commission Itnginecr �a !tint/I7 O� �C)ttfit r)UtJIiSu7 1•�tt SJL.,..N AtkN VE tGVTH wiNavr.w inNN r'•,�a - .,•[. cost avi Joa..1;r Int I. -_'. 199 C. 1' 1- tie % e r I•rcvdrnt •I ..n ' i1 .a.1 `, tit, •w•.V (; Iddl.:,r 1i E' lorthern Hilh tLowr'sl Rucklaod R„aad SUl' Ill %N INDSOR. t'T `-rhir (,des. tie ll„uth 1\'mdsrn Water Puhlutiun (oeuui Auth mty. err it .p•c,d tiering of ,-q tolxr tv. v71 save appr c.,I fnr'lic .unnatti.rl to, the Town, iewe,age aystrm of e. um:uc...:.d 1 ,.Ahng a, 14-lalind Rued ant Biickl.m J HdP Dnve. aA none .ipet'ift:a!h hownoon plun tItkd N nhern HaN U, I'"! Ili' istprtucraPlan &.cklaaad Strrcl \lnacfar%t r Innct ax t ` n Lkiaiad R,wd nosy `o u : -- a -ter I P `cd v`y Stu, & .^. Lim lan:h t r C f. lob Nu 964g IAI is d 4kms Sheet Mo 2, Key %I"p dated Z f Irw r. r •, irl••Mr. 4'!2i99. 4,,: IM 1, I1):PYa 4W. 9n.491 Sh"t No I I f \), 1 u{ulgraphx• hl.p dar...l 'I t •ri, same tit dates ASSheeove t'5., 2 abSWI No 1 (Bi 10IRlgraphic Mal, dated 11/'A9. ret ".44 vVa, 4,12'99. 4121199. 7111)(94 R1._ /t VAI AM •N'). Sbret tin. 4}. Delads :+aced -It. I"?- rev YRA99 and 7L1(009 apptuval arlvtldes. , a, A n ,ewer line Rom the tat tar (he L(lwe'a hu !ding it, 1 wutracdy due:lwn 0 1 L'r,,lleetFnl uI au euattiq uaalluk at the mie,00cow0 tit Bu'libi.1Jiroct said BacLhrau I A rewc• I,-. csteaduaF frun: Ilan fw"ilm ectae, m ale %,sherd, side nl 1.-iw �'. tav!ud,•a� . 1 (sat :a u.•n gin rparwo, in, Aleoi direedy nu attk the gahie:a server. low, to i1K n,anM,k. , n a to PVC pipe L. n;ng tr . the d.uden Lfrlta a, stAUb or She, 't 7 ill, . C the InstAlati, • A apprommauly Nos iniral feet of V PV(' sewer lei m a nunhe islerfy out:ti:.n odder the yarn. 1-- 1,: Ili, 1 nips%.: Tager (ae'iiih :ill A5 in --ord,unr with thew lit. rctetriitetl above and : ubjei I to the folMwnng v :nann,ns 1 Te.hinod appra+.vl ul doe L 0 hngmernag Dti .wwri. Hsu- Audwirity .tW;,al and :a:celio of the wtimy tcwfaN•e t.•nnecti.rn to, I! be );oven once the seat, Ins has been msulkd and -,petted by the T.iatn st.:ft and based span the w,.rtrn %cala:ation rf the Tow n half that ,aid tarttxy se% -I Lac wars inma!led n, .bofA;Auj Luofouata-c svi.11 Ali, &.,,gar }Airs Ixe s;nusSy appro-I b) the Auft irity, and meeting all To.n rcgnao ulns sne. appr, prwte leclinical spec-tu atiom r i'ma! if, a.inuary cetvef 04,41ua ht n. The I I'— of tdanrhturr and South Windsur mutt hr, mally auxnd the rr ­•r 1!,tcnuwo Sewer Agreement w indmic than proK,.t A Ith,n the Ocrsjcr at -it awliv .e. n... :ai:,..^p "mAll appr . all pla. Inv tin a !1 dsar. Chmmaa Wan P„1!uh"n ; nisi 1 Authowl ,14.t Mahllew (ii;hl:an.1 owy ftfanaycr Michael J. Oanl .it, 0nectrx A Pahlu Work, len) 1177xlti. T.'wli Engmerl ati-11 B1na: h. Daectorol Pbnnwg I,AIn C•iltins (. ow! Bnlid'.ny Inspector Str )mass Fngtiearlt. NrrtheT. Ihll., Ll1- ! v[un cr%-� Jnutth. `C'UvultSo 7 wI AVEA4roo. 10^441t;) •:rnW712766 AaEF fonE a6JPolt351: \ r;,r B6w6...3 rat � Cf RTIFIED MAIL ' \` Vln 12. '.999 ` \ NorthemHJb, LIC uu John hnlril rl �\ 1109 Rose La°c Vugmis Beth, VA .3451 Dear %fl. Pinguerra Re ApPI :e99.o'P Northcm Hills I l.owc's) Site Plan We are Pleased to advise )eau that Abe Plalulang & Zoning C'Dtrutulil or voted on hia) 4, 19" with modifieations and Cendmolu the above referent d application fw a sue plan of development This app. vC 15 for tic eonituctim of a retail store rx, prnpetry located on the eaaer:y side of BuclJwd Rd and the ranhwlY cde of Buekland Hills pr., Blirkiaad Crater as zone a shown oa plains prepared by Fuss & O'f:a1% Job No. 96dR1 A 1, dated 2d I.199, as rt:iwd. ILts approval u riMxf to the following In ficabor.. Prior ro cornmencentent of any site work, a mating muss beheld with Town Staff Nu bviial permit will he limed 11rati; the bhal mvlan have NCR filed an the Town Cleric's ome. + This applicaaron is subject to dK w°d:litms o. approval of the Inland Wniaads Agency Consise,eon Ceunmission• raclildulg a bond in the amount of S50,00o a Ara as -built plan is acquired p-t t,, issuance of a Cerhfieare of o eeuparrcy per Sect, on e 1 IU of the Z,ami;g Regulations S Footing drams are required ,t the huildmg has a baserecri b landscape bond in the an,Atnt of S50.0 ti is •equ fired and must be aufitnmed pr.oT to fflttig of myla as All plaru used in the field by ilia dnebp.I must bear ;lit stamp and authon)ed signature of the Town of South tfusd•.or WPC.A approval is required. ' At such time that Amyl A.4tre devclooment 1s yriposed on This sit, A dnvewav matmonnection to the ptopenles to the la xth mast be uripiL•renled, hfess prohibi:vd by regWated wetlands. 10 `10 outdoor storage of say ty'Pe Is permitted - i l The PmPtnv ca 1a is required tr irLcPeca and maintain the sale or: atweekly Naas to in or Lh., litter gale -nisi Rm orite relali operation is dispoied ofprvperly 12 If tyre loading docks and lumber-recenfng door are visible through the screening propsased. additional piantlugs will !ere rcgwied to accomplish the survietrag 13 `-+gi°ee+t°g r°rmneau''f M2"9y mast be addmsstd to the Town Engiree,'s satufaction 14file ae4bbnnag drinking water wells must be tested for water quality ail quantity both pre and post conSmit.tion. 15 the entrance Willb must be corasrnicted of mays; red tuck or fieldstone, and the retelling walls must have a facing of fieldstone or red rock. 16 A Perkang waiver of 55 spaces is grained 17. The sidewalk on Buckland Rd. north of the site drive, is deferred mull future su^_ dev elopment. increased 10 matreat the requireus and lat=t of Section 5 & 5.d (d) The interior of the parking lot does Asti include the pertmeter access aIri vttvreye, only 1IK Rrrtrsl parking bays :9 Light poles carmo: mcced 1v-it soul height includ;ng the base 20 Red rock cllfis mutt be protected and maintained. 2:. Any guardrail must be wood timber, Na chain link and'or said Btackhand Rd meal fencing can bo uslasl hetaeen the building 2, The Buckland Rd_ building elevation must he redestgraai to break up the wall and improve tIK appearance so that there are more architecnral features-; or the bluidmg must be relocated so it is not visible f}om Buckland Rd. 21 The budding sort may need to be reduced or the site sate eniargcd to enable the applicant to meet the purpose and rOncapts of the Buckland Gatew•ty zone and the modificaao°s Included arch lb;s appmval 24 The 5% Impervious t.,vcrage booth for site that have no parking area bated between i3ecklutd Road and the hwldicg, is not granted (per Section 5.L5.1) since the back ofthe building faces BucUard Re_ and the arpeararace of the hack of lbe bwld rig is not archuterun:l) aurlttave. thus no: meeting :hc intention of tte regulation. 25 The back of the fan;e }sent must not be readily Appucnt a a false front. 2E Wapping Center tuea trees theme mast be incorporated in the Buckland Si frontage '7 Revised plans realism final levlew• by tie Commission Biatk and white transparent mylars of Sheet a7A• 101) with the above naoditicahoru, together with three blueprint copies of the entire set of ptans must be submitted to Bias Commission within 30 days to be stamped and stgW- The leners of approver: of ibis Commusioa as well as the inland Wetlands Agency'Cosasmanon Commission must be rgxod n ed on the mylan. After Elie mylar's have been signed by the CommAulon, they will be renuri d to you for filing in the Office of the Towel C:erk Alter filing these platy. a cnpy of the raetp, must be subnuned to the Pluming Department Suuereiy, Walter Mca11, Vice Churinar, Plaiadng and Zora erg Coatimission Wh!rd% cc Town Engineer Chid Building. official AC4essor Supenotendcm of Po:ution Control i:,re Marsha: i� � `%c�:use vF` otcfh `lllirtrl�saz r :'S�•?Slal.•lAlaiKKW •SOUr•, wYa ayVi 1011111 ,V?A'Ji'E 86?.'Fta2%, i FAt 960A4,37C August 31. 19W Nonhem Hills, LLC uo John Finautsra 1109 Rose I ALX Virginia Beath, VA 2301 Re \ppl #%i-07P.. NL4thern Iltila (l.owe's) site plan i rar Mr Finguera Ar its Aug= 17, 1999 regular meetfug, the Pluuung sad Zmai.•19 Commisso,a %wed to approve chasiges made as requirai in the e,iguna! approval letter of hlay 4, 1999. Very truly yours, Sue W Lai real SI.idlw cc Town Eogiceer Chief Building Wival Asset f Superimcndent of Pollution Comol Fire bfarshzi WL WL31 WL31 \ C) \ WL1 WL44 �2 DETENTIQ9�k!�I'N NO.2 of wL29 owl A MATCH LINE SEE SHEET B THIS A " N U N ULA CONNECTICUT "STANDARDS MANAGER:AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE FORjl,�,JPROJ. C'I-IIEF nESIGNER_ GRM CI10\rC VC A1,,lrl ti AnQ Ixl TLJC CTATC /lC f`nKTKIC-e1TIr1IIT" AC AI1onn TCr1 07 TLJC (`f1A1xICr`TIr`I IT T .JVr\ VL 1 J MIVU IVIrirJ IIV "'L J I11 IL VI- tJVIVIVCV IICU I HJ MUVr ILU I7 I nL Ia VIV IVCla 114tV 1 I"� VII U0 REVIEWED BY ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.`°S,«: w THIS TYPE OF SURVEY IS A PROPERTY SURVEY; "DEPENDENT r ., , = In THE BOUNDARY DETERMINATION CATEGORY IS A RESURVEY'; SURVEY CLASS OF ACCURACY IS A-2 (HORIZONTAL ACCURACY) r oar x `t° ••k i G 4 %`e�w i SITE r . �+ari.plpstn: � wvti -40 0 40 80 120 t• tl� - 1 SCALE: 1 " = 40' '. rrsa f`y c STRUCTURAL Lj APPLICANT O m Q REVISION DATE: NORTHERN HILLS LLC 03/30/99 z�4/21 /99 1109 ROSE LANE q AS a /1 ? /aa /:» /-�n /aa VIRGINIA BEACH, VA. 23451 z J ' / ' `/ I / __/ J 1 Li � DATUM: H: V: TEL. NO. (804)422-5566 -1 a- SCAI_E� 1 = 40 1072 4 TOT, 87 NOT RELEASED FOR CONSTRUCTION �� Tr TI/r/! A AA Ta1Tr T �1 T�11 DATE J O li lib & U14 FILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NORTHERN HILLS LLC PLOT PLAN FINAL DEVELOPMENT PLAN 0 22 99 BUCKLAND STREET MANCHESTER, CONNECTICUT RI Irvi Amn RnAn chi ITu WlKlnCnI? rr)KIKIP'rTIrI IT vvvt.u-5t.v I NW L-f laww 1 1 t ..tt.va+vt., vvt.t.�v t tvv i JOB NUMBER PHASE DATE 96481A1 945 2/11/99 SHEET NO.9(C) �1 � N21'20'20"E 0.73' AN 53� • k LP s' / 0 VE- All 13A- / 89 5Ax SB ss � \ ,5 SFT O 6S SSS OMEN N FT ��� T 3 E ON v S 6SA2�24 � FNT R Sow` rS-�Egv��� / - 's 25 0 4 09 N N/F WILLIAM J. KRAWSKI >4,1/ I M ii d SET IRON PIN END OF PAVEMENT AND CURBING PLACE 6" OF 2" STONE OVER PAVEMENT TEMP. BIT CURB PLACED OVER PAVEMENT I00 I , FOT =+�54 \�� 1 I `; o 3 LP FUTURE SIGN 157 r �/� ��� a � e :I ♦ r�iy /i A26 k o IRON PIPE (HELD) �. \ N/F JEAN MARC JACQUES \ k,7- O N3 N F 6S S�3 ,�'FNr 9 62 FUTURE DEVELOPMENT \ ` r SET IRON PIN I MPNp SEE BUCKLAND HILLS DRIVE WIDENING PLANS PRERARED BY FUSS AND ONEILL, INC. (SEPARATE PLAN SET) k1l v QA . F ss SBl 2�NT 03 r- r - r � / -i- -� ,14t:'' 9 -- /E --/ THIS MAP PRODUCED BY ORIGINAL INK DRAWING ON POLY FILM OR LINEN FUSS & O'NEILL 146 HARTFORD ROAD MANCHESTiR, CT 06040 NIF BENCH MARK ELEVATION TOP OF GRAN. MON.=285.16 r c N � ri 0A O � ` n "\0-5 SFT 07 r `A r r -40 0 40 "l--a"I" 80 120 SCALE: 1 " = 40' k p0 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THIS TYPE OF SURVEY IS A PROPERTY SURVEY; THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY CLASS OF ACCURACY IS A-2 (,HORIZONTAL ACCURACY) r TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE HEREON LAWREN'CE R. GEISSLER, JR L. NO 12312 THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. NOT RELEASED FOR CONSTRUCTION i PROJ. _MANAGER:_; CHIEF DESIGNER: ;r FU&S & OWIJ L INC. consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646- 2469 REVIEWED ! BY DATE SURVEY -- SITE NORTHERN HILLS LLC —- STRUCTURAL ! ___ PLOT PLAN APPLICANT NORTHERN HILLS LLC NOR ROSE LANE4/12/99 VIRGINIA BEACH, VA. 23451 TEL. N0. (804)422-5566 F== L � � i �;- �' I FINAL DEVELOPMENT PLA-N BUCKLAND STREET MANCHESTER CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT REVISION DATE: .L3j30;`9y 14;21 j99 010/22; 9=I -- �7; 30, 99 L, DATUM: �: V -------- JOB NUMBER I PHASE DATE cu�cT r.ln 1n(n) 96481 Al 945 - - SCALE: 1 = 40 I I I I - - T •, � MATCH LINE SEE SHEET B ` `_ -` 2fl5.5+ N`v. /-0 L. ,�_ /�. TF 204.0 + `p 1 - r'� 205.5+ s®� END OF CONNECTICUT WATER COMPANY'S SYSTEM�� rill, + �, SAN. MH #6 nTF=206.8 1 4 O a, N E !I d INV. I IN=202.0 , • is ae,� \,� SECTION IrV.20 I I = SEE SH. NO..vT 201.9' .`r 1 ° 1 � N0.280511 � 06 co O + 207 � : - --- / �,EX TIC�9 " cq� MH IO T1F. 19 ' I I a S RW INV. >> ° EEFIELLD TaNG 'c '� ��/ c� o 0,0. P� �F' SEE GENERA OT,�',r,� 1. p ' a G 1 I a l r o / v �NrG7 ��/ / O 0 1 S p SECTION D„ I I '+ , / ° °� 206.25 I 206.3+ �. o u ` SEE SH. N0. 25°Lu o' ° I+ 206.4(�,/ p� O / / , ti I _ Q N 0.2805P Q 1 / � I I 1 WE'S 2p ' PROPOSED LO I BUILDING �i: a , FIN. FL. EL. 207.25 o�. 206.25, pp SECTIO C - SAN. • MN 9 5 'T.F. 2a6,0. /. ! 206.75 - SEE SH. 0.i' 25 I �; ? I� �1- lu �7 0 207.08 y �' D N N i 20 GAS --j i < P I I 206.3 + 206.7 1 I ! l '2061 206 r x• f �I i - '.! n O t� �//� y'..-'�l I { c� a i d 8 I 5 20617 , ' / / - : 6S3Sp6� �7 !`_ 206 O`er'- TION �; . / SE N01 24 1 - I F � �_ hc/ O SEE SH. o RETAINING WALL „A, 1 I I o SEE LAYOUT PLANS, WALL ELEVATIONS SH. I S NO, 39, AND TYPICAL I 20+.5 7+! / o�ca, 5� FCT i!•z SECTION SH. NO. 38 SECTION "A SEE SH.11N0. 24 ^0 EXIT' STUB li I ROCK BARRIER %: - f i NO O 220 / � s r 30 - / O / I /- I � } 0/I/ 3 JC,� / HOME D 1 + •. `'ob 1 SPN. NH #"A' T.F. 192. IN. I =188.7 a v2 j 11 I INV. O T=iB�'7 Z �65 , a' �i.. 1 � P GAs--1� to j�� �. ; t &P N0.8578 x 1 �. S� R, W 1 , SAN: MH #�A T.F. 181` 7� ,�� t'"• _ GJQ- INV. ICJ=17 1 INV. O-iUT=1J71.7 1cn 1 0. S�} N. MH T.F.j11.9�.�� INV. IN=167:9;-: OUT ry 10, SAN. MH #1 T.F.',158.0 INV. I1\1=152.0 INV. OUT=144,0 OD NOT RELEASED FOR CONSTRUCTION THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE �/ PROJ. MANAGER: AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR S EXIST. SAN. M.H. � SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE � = CHIEF DESIGNER: ���T�r�r /��s��77�•��T� �� rV&S & ONELL I C.Consulting Engineers CONNECTICUT INV. IN=142.0f w s �/ ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. ol _ crl REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 THIS TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY; SURVEY (860) 646-2469 CLASS OF ACCURACY ±S T-2 (TOPOGRAPHIC ACCURACY) �� c!i --------- ---- -- ---- --- TO MY KNOWLEDGE .AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE HEREON LAWRENCE R. GEISSLER, JR. L.S. NO 12327 THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. APPLICANT NORTHERN HILLS LLC -40 0 40 Bo 120 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 SCALE: 1" = 40' TEL. N0. (804)422-5566 I SITE i, W m z,� J STRUCTURAL NORTHERN HILLS, LLC TOPOGRAPHIC MAP FINAL DE DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - --- - - REVISION DATE: 5 9/24/9 -' ld: p3/3.0/99 L34/21/99 IAN10j5/99 04/12/99 7 30 %990 11 16 9:: DATUM: H: V: JOB NUMBER ;PHASE! DATE 96481A1 945 2/11/99 ; SHEET NO1 1 (A) 0T- -- SCALE: 1= 4 ■ 1p DRI vw THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996, THIS TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY; CLASS OF ACCURACY IS T-2 (TOPOGRAPHIC ACCURACY) TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL`' CORRECT AS NOTE HEREON LAWRENCE R. GEISSLER, JR. L.S. NO 12327 THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. MATCH 1 , LINE SEE SHEET B —40 0 40 80 120 SCALE: 1 " = 40' WL J � V53 / w-I (U WL2 ccp 175co WL i NOT RELEASED FOR CONSTRUCTION PROD._ MANAGER: CHIEF DESIGNER: LijW �I �! REVIEWED SURVEY Q SITE _ STRUCTURAL BY i DATE APPLICANT 3 Ln o m REVISION DATE: NORTHERN HILLS LLC _7 _7;�;_ 1109 ROSE LANE � 4 0 ,4/12%99 47/30/99 0 VIRGINIA BEACH, VA. 23451 z ' w a DATUM: H: V: TEL. NO. (804)422-5566 -, a „- L� a- SCALE: 1 = 40 .i Q FUSS & (YMER-I. INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 if (860) 646-2469 NORTHERN HILLS LLC - TnPnrPAPHIr KAAP FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER PHASE! DATE SHEET N�J13(C) 96481.A1 945 1 2/11/99 E_-� 202.7 MATCH LINE SEE SHEET B ----M-H._ T.F. 2_06_�3 �. r `•1.V. 203. 3 - - - +.\ \� 4R -18" R .� • d' 0. 30� jl 1 O--- -- \N y v C O o cs o �-.-SNV. INH2O2.Or-206.8 I � INV. GUT=201.9' 1 ,� �• I p 128'-15' JICPP,CD 1 ` � I �•, dvl � J �' '- 1 , , IV ti I � 1 �" > 24'-15" RCP,.EXISTING / . ��, `5A MHO#t�1 TF 198 �. w STORM INV. i INV. EE Exls;►NG i 1 L S=1.0% / / APPRO �'r / \� T�� B FIELD v iEc�. O O \ M. H. T.F. 206.4 INV. 202.0 J �I N d SEE GEN E 0•i III I N / I ( 6" PVC' (TYP) e CS) IJ or WATER MAIN LEGEND (A) REMOVE . CAP AND CONNECT TO EXISTING 3" WATER SERVICE CAP AT TEE AND CAP END AND MARK WITH POST FOR FUTURE LOCATION FOR ABANDON 4" WATER r(� lCONNECTION TO ADJACENT SITE INSTALL 81• RWGV ONl�l HYDRANT WITH 6" LEAD, 6" VALVE AND 6" X 8" TEE CD O ` 1 EXIST LINE AT TEE 0 � ) BEND WITH RESTRAINED JOINTS AND THRUST' BLOCK. #2I I �--Crr oI n; _nlnlr nl nr.,crr•,n r,Zo- I44! l : •® III III 215" SICPP (TYP) U�./nnY4pQ/O � RESILIENT WEDGE GATE VALVE (RWGV)CL&bONNECT DOWNSPOUTS Tl�r N0.2805PIxc DUILVHVv rLHIVD r'OM JLC CO. INV. 204 E�'', G --�` ` �y C) 8" MIN: FIRE LINE WITH RWGV AND TEE AT MAIN �. �O' 80-1�„ SICPP 5=1.©% ' " pk (G 2" DOME -TIC LINE WITH CURB STOP AT MAIN o ,---- M.H. T.F. 206.8 ° % i } a (H/ 12 XI2 TAPPIN )LEEVE AND VALVE INV. 202.8 v O I I `SIC V. / �� �J) REDUCER I I ° o205. SAN -MH #5 T.F. 206.0�, / / `-� I { K; Al R`LE�SE VALVE N o IN V. IN=197.1 INV. OUT=197.0 ° / WATER P.' '- N TO CLEAR CROSSING UTILITIES BY 18" MIN. i / / VVATE. . ! T AVE 4.5 EET OF MIN. .COVER. � GAS i ,! .I^ rl H � ° / ,' /' GNP ► I � _ - /, // �' 12" BOTTOM WIDTH SWALE FROM-- G TOWN LINE SOUTH TO CB #49 I 1 ,; -�• t, (SEE CROSS SEC (ONS) I P NO.8799 Ip SATE i f ✓ h i I v 8" CUD O / did � (s) SAN. MH #4 T.F. 205.5 STORM DRAIN DATA I NO. TYPE T.F• INV. IN INV. OUT I I I ub - 202.0 __u _2U5:5 I_-2- CB _ 205.5 _ 201.20 18 "C-L"CB _ 205.0 _ -- _201.0 - -_ 201.8 19 "C"CB __ 203.5 200.8 200.7 I 20 "C-L"DBL.II CB _ _ 204.0_ 199.6 199.5 _ 21 "C"CB _ 198.3 198.2 22 CHAMBER _204.5 SEE SHEET NO. 33 49 C CB FIT IN FIELD FIT IN FIELD II Im INV. OUT=11.494.3 INV. OUTv �, MANCHESTER WATER AND SEWER v � � '� DEPARTMENT NOTES 1 Q� Q - �! I A PRECONSTRUCTION MEETING WITH THE ENGINEERING, WATER AND SEWER DIVISIONS !S REQUIRED PRIOR TO THE START OF ANY . CONSTRUCTION ACTIVITY. I / I V OM 2 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO II / I % �J / H THE TOWN OF MANCHESTER "PUBLIC IMPROVEMENT STANDARDS" I DATED APRIL 1, 1997 ' SAN. ' �rr3 T.F. 192.7 � / -{ y , 11 INV. 188.7 3 THE LOCATION OF ALL U-ILITIES SHOWN HEREON IS BASED ON THE BEST / GENERAL NOTES AVAILABLE DATA. THE LOCATIONS ARE APPROXIMATE AND ALL UTILITIES MA t ' IN =182. / , / , NOT BE SHOWN. PRIOR TO BEGINNING ANY CONSTRUCTION, THE DEVELOPER/C•ONTRACTOR WILL BE RESPONSIBLE TO CALL "CALL BEFORE YOU DEVELOPER 'CONTRACTOR 'S RESPONSIBLE FOR OBTAINING ALL YOU DIG" AT 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE _ 'ESSARY LOi_AL AND STATE APPROVALS AND/OR PERMIT PRIOR TO GROUND. THE BEINNIN GG .ANY SITE IMPROVEM.ENTS/CONSTRUCTION 4. ALL WATER MAINS SHALL HAVE 4 1/2 PEET OF COVER. COVER IN GP5, If / / 2) THE DEVELOPER/CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF EXCESS OF 4 1 /2. FEET •SHALL BE ALLOWED ONLY AS INDICATED ON d. O V) / THE LOCAL AND STATE AGENCIES. -THE PLANS OR APPROVED BY THE ENGINEER. CT �T� 1 &P NO.8578 001 F� CONE SjUB / 5. ALL MECHANICAL JOINTS (LE., VALVES, FITTINGS) SHALL BE EX� T• �i (3) THE LOCATION OF ALL UTILITIES SHOWN HEREON IS BASED ON THE BEST RESTRAINED BY MEANS QF DUCTILE !RON RETAINER GLANDS. A 1 / / AVAILABLE DATA. THE LOCATIONS ARE APPROXIMATE AND ALL UTILITIES COVERALL PIPE JOINT RESTRAINERS SHALL BE USED TO RESTRAIN AT MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY CONSTRUCTION, THE LEAST 27 FEET OF PIPE ON EACH SIDE OF ALL RETAINER GLANDS. SAN. KAH #2A T.F 181.7 i DEVELOPER/CONTRACTOR WILL BE RESPONSIBLE TO NOTIFY "CALL BEFORE NO MORE THAN ONE PIPE JOINT SHALL BE ALLOWED WITHIN THAT 27 1st I, INV. IN=177.1 rOU DIG" AT 1-800-922-4455 AND HAVE ALL UTIL'TIES MARKED ON THE FEET OF PIPE. a INV. OUT=171.7 � i GROUND. 6. ALL MAIN LINE VALVES (4" TO AND INCLUDING 12") SHALL BE t ^• . 4) SITE TO BE GRADED SMOOTHL'T' AND EVENLY IN ACCORDANCE WITH THE RESILIENT WEDGE GATE VALVES. j / PROPOSED CONTOURS AND SPOT GRADE ELEVATiONS. CONTRACTOR IS 1 ✓> hk ` i RESPONSIBLE FOR INSURING A POSITIVE DRAINAGE FLOW TO ALL CATCH 7_ ALL ' CURB BOXES SHALL BE LOCATED IN GRASSED AREAS UNLESS , BASINS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN INDICATED OTHERWISE ON THE UTILITY PLANS. 0 STANDING WATER. 1 BOTTOM WIDTH SWALE ROM SAN. MH #2 T.F. 171.9 � 8. LOCATION OF ALL UNDERGROUND UTILITIES (I.E., GAS, TELEPHONE, TOWN LINE SOUTH TO CB 9 ~ ! INV. IN=167.9 i (5) THE SITE CONTRACTOR SHALL_ COORDINATE GAS, ELECTRIC, TELEPHONE ELECTRIC, ETC.) SHALL BE APPROVED BY THE TOWN OF MANCHESTER _ # 1 w <.NV. OUT=155.78 i AND CABLE WITH THE UTILITY COMPANIES AND BUILDING CONTRACTOR WATER DEPARTMENT PRIOR TO CONSTRUCTION. (SEE CROSS SECTIONS) (V `1 Q �° W / / AS TO UNDERGROUND LOCATION AND CONNECTION POINT AT REAR OF THE BUILDIg. RECORD DRAWINGS OF ALL PUBLIC WATER/SEWER FACILITIES SHALL NG. 1, ^• Q i BE SUBMITTED TO THE WATER AND SEWER DEPARTMENT UPON COMPLETION OF THE WORK DRAWINGS CHAT, RE IN A FORM '49 l " }! THE CUNIKACTJK MUJI VERIFY EXISTING SANITARY AND JItJKM OUTLET ELEVATIONS T T """ "� "" 1 Q PRIOR TO THE INSTALLATION OF THE NEW SYSTEMS. ANY SIGNIFICANT DIFFERENCE ACCEPTABLE O THE DEPARTMENT AND SHALL BE APPROVED PRIOR TO IN THE OUTLET ELEVATIONS MUST BE REPORTED TO THE SITE ENGINEER AND MAKING A REOUEST FOR A CERTIFICATE OF OCCUPANCY. I E / TOWN OF MANCHESTER WATER AND SEWER ENGINEERING PRIOR TO INSTALLATION. DEVELOPERS/CONTRACTORS SHALL RESPONSIBLE FOR PROCURING • ;, ALL INFORMATION NECESSARY TO GENERATE ERATE DRAWINGS. CONFIRM THAT CROSSING UTILITIES DO NOT CONFLICT. THE EXISTING 18" RCP STORM DRAINAGE PIPE SHALL BE INSPECTED AND CLEANED AS NECESSARY PRIOR 10 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY TO THE INSTALLATION OF THE MANHOLE EITHER THE TOWNS OF MANCHESTER OR SOUTH WINDSOR, AN AGREEMENT BETWEEN THE CONNECTICUT WATER COMPANY AND ' THE TOWN OF MANCHESTER WATER DIVISION WITH REGARD TO WATER SAN. MH #1 T.F. 158.0 (7) THE CONTRACTOR. SHALL RESPONSIBLE FOR DAMAGE TO U/G UTILITIES SERVICE TO THE SITE, MUST BE COMPLETED AND APPROVED BY BOTH PARTIES. INV. 1N-152.0 / WHEN INSTALLING LIGHT POLES, POSTS, BOLLARDS, ETC. � INV OUT=144.0 ii (8) DESIGN DETAILS AND CALCULATIONS FOR THE RETAINING WALLS SHALL BE 11. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT BY EITHER 4 l I iDj pmn, r,rn nv T� er .FA CT� RER ram. Ti lr Tnweir nr 11 , 1 rRIJVIUr_L D f ; nL MANUFACTURER. hit, Ili t'Cr m PLHIVJ I V BE SIGNED iifVD Jt ALt U. InG I V 9YiV) l,'t• MAIV CH LJ TER OR JUUTH ',NIIVD�UR, -IHt EXISTING INSTALLATION MUST BE INSPECTED BY A PROFESSOINAL ENGINEER QI ALIFIED AGREEMENT BETWEEN THE TOWN OF SOUTH WINDSOR AND THE TOWN � FOR THiS INSTALLATION. OF MAN CHESTER WITH REGARD TO SEWER SERVICr . V,,iST BE MODIFIED � p, �N-1 NPPRCVED PY BOTH T('IANIZ / d , N W. � L ' NOT RELEASED FOR CONSTRUCTION _ _PR_OJ. MANAGER: JJG_ �I= CHIEF DESIGNER: GBM EXIST. SAN. M.H. w (, FUSS & �L INC. Consulting Engineers NV IN=142.Ot �� LLJ I REVIEWED BY DATE = tli O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 SITE o sTRucTURAL-- - _ NORTHERN HILLS LLC APPLICANT o cf)_ _ __- UTILITY AND DRAINAGE PLAN m v, 40 0 40 80 120 NORTHERN HILLS LLC 1 C) FINAL DEVELOPMENT PLAN -1109 ROSE LANE REVISION DATE: rn VIRGINIA BEACH, VA. 23451 L; Q1 1/1 99 L ZL, BUCKLAND STREET MANCHESTER, CONNECTICUT SCALE: 1" = 40' TES. NO. (804)422-5566 Q I / 16/99 Z BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT Iw 6 _DAT_UM: H: V: _ JOB NUMBER I PHASE, DATE SHEET NO. 1 1 .1 A L� a- SCALE 1 "= 40'- 96481 I 945 10/22/99 MATCH LINE SEE SHEET C wL43 WL36 of ilCONTRACTOR TH �H LL PROVIDE FLAGPERSON(S) AS MAY BE c E_!_ Tk E '- --- //REQUIRED BY TRAFFIC AUTHORITY FOR THE SAFE ENERING / !24,-F..R�/& EXITING OF V HICLES DURING CONSTRUCTION �( / 3 ' r MODIFIED RIPRAP , It 14'2 28 6'W X 2O'L WL42 l I r ti f PLACE 12" MIN, OF HIGH ORGANIC TYPE SOIL TO APPROX. ELEVATION 162.0 f / PLANT CATTAILS C 24" J.C. 40' \ I 2-STONE FILTER BERMS CONC. LEVEL SPREADER 1 REGULATE-; ET S \ ii/ 1 wLz f / 15" WIDE X 22' LONG X 42" AREA 12" HIGH BERM TO CREATE DEEPTOP EL. Coo EXIST. GRADE I 3 / ! L, _OW FLOW DRAINAGE PATH f �MODIFIED RIPRAP X / f #12 r G �' O MODIFIED RIPRAP ---- 00 $ 0 0 i \ 6'W X 25L 'o a cn 1 O I I R a SOD AT ";!_!TLET- 6'W X 2C'L °oo° HO s 1 i T GAS © ) PLUG END P 0 INV=181.5 0 13 1 C�1�fp WL �-WA TER I ` ��� -� I, I #41 #47 / f o LJ WL38 Q " q0'-30 _ 8'-24' RCP � ____�` \ ` WL40 = 7 #9, =��� wL24 Q ((� // \�N < #7 84'-24" RCP, 5=1.00% O �', \� �`S O � 1D L s I ��. � a o WL22 i2 o WL21 7 I �I I #34 Cp Of I� ! #35 i wL20 WL13 WL14 g ` Of '' I cV WL15 a G II 1 I ? 8" CLDIP WATER =� U- ° O 1 --- `- - ` - --- a - ;� •I 1 i /\A0, LN OII I r- WL19 #3 3 N --- - I wLn �I � ✓YIvE Dry r �1 WL18 T 6' a' � \ \ f` I✓ec �� Y 4T �` i TRUCK WELL a �� v&11 WL12 WO WL8 WL9 WI-1 0 WATER MAIN LEGEND A) REMOVE CAP AND CONNECT TO -EXISTING 8" WATER SERVICE �B) CAP END AND MARK WITH POST FOR FUTURE LOCATION FOR CONNECTIGN TO ADJACENT SITE �1 HYDRANT WITH 6" LEAD, 6" VALVE AND 6" X 8" TEE (D) BEND WITH RESTRAINED JOINT. AND THRUST BLOCK F (E ' RE SI':_IEN T WFDGE DATE VALVE (RW(3V) (F) 8" MIN. FIRE I iNE WITH RWGV AND TEE AT MAIN U 2" DOMESTIC LINE WITH CURB' STOP AT MAIN H ) 12"X1 2" TAPPING SLEEVE AND VALVE REDUCER (K) AIR RELEASE VALVE WATER P,,1AIN TO CLEAR CROSSING UTILITIES BY 18" MIN. WATER MAIN TO HAVE 4.5 FEET OF MIN. COVER. X-XX---X-X-X ~ I l X X -- METER LOCATEDI#2F.1 x I , \ �o DING I _•L4 RC \ \ �\ '/� c4 INSIDE OF BUILcp% #26 = 3 #30 �a j ij BENCH MARK EL NATION ppE AREA a' ©• TOP OF CONC.9.40 • � (OLD PROPERTY ORNER) U O J #29 � COVERED • W AREA W 1 I ° oN ,� ----- _ _ GA DEN w \ ! c #32 �4'_ CENT _ : O I I lY I;cn �1 RECEIVING a • �-, I / /�� ti�N�� ° N ..a O SAN. MH #8 TF=205.9 1 I I #4 INV: (� _',,a8.3 SAN. MH #? 2 o./r ceal ��: (IN)=198.4 (OUrT =1( {� / I I O . S=2 n0% �? IIl I INV.4 IN=204 Z. I T- 204 2 N #10 M SPN•232 3 �� 0 \v ova IN V. OU INN. 199.52 -� • 3 #25i / 1 OSO // I _ #24 ' I SEASONAL DISPLAY AREA `� a -X a ° 0 I F,4'_ 15.1 RCP. S-' .10% a M.H. T F. 2C 1 .15 U\ ' Q ---- BACKFLOW PRErt'v _11 _ I I 44 INSIDE OF BUILDING ° 1�� ' c�� -----CONNECT DOWNSPOUTS TS TO 15' SI _-PP TYP i E F ( ) �� �► �-. .,� I I it s°I SEE BUILDING PLANS FOR SIZE 0, i - (2) 3 PVC TELEPHONE CONDUITSNz cn w --12 b -15 S I C P P , S =1.0 5" i ✓ �A �Jy �� �C. i 16'-15" RCP,S=1.0% M.H T. 206.1 PROPOSED LOWS S �I INV. 202.4 BUILDING FIN. FL. EL, 207.25 G 2 METER LOCATED INSIDE OF BUILDING ' II A I\ V/ II PIN' IN . IN' I INV. OUT , -- - - - -- 200.0 199.8 -- _---- 197.90 197.8 -- - - 196.9 196.8 j T 195.6 195.5 193.3 193.2 192.3 185.4 ! -- -- ---- 182.5 178_2_� _ SHEET NO. 33 162.0 - 168_7 168.3 164.2 IVU. I YPE T.F. IIv V. IIv IN, V. UU I I I 14 �ULV� T NEND - - - -- -- - -- 160.0_i_� 15 16 OUTLET SYSTEM 17 23 "C"CB _ 206.6 --- ---_--- 202.6 23A MH - `C 204.0 - 202.4 -----_199.4 _EXIST. 1 2� 4 CB 203.2 - 21 5 CC DBL.iI CB 202.4 _ 198.7 198.5� 26 "C"DBL.II CB 199.8 196.0 194.7 27 28_ "C"CB "C"CB 234.5 233.9 224.9 224.2 _ 224.8 _ 224.1 Kai, �WL103 \ b 0 b �104 / WO 05 &g9 pp pQ pQ pp pp gg SAN. MH CSC. CSC. Cam. CSC. C5 & TF=205.6 #Q \ �� IL ' \ #�3A INV. IN(NW)=1 95.5 I� `"'-') NOT RE L STGCTION MATCH LINE SEE SHEET A NO. TYPE T.F. INV. IN INV. OUT PROJ. MANAGER: JJG f -- - „ 1, -- 19 6 5 z -- - -T- ---- - � CHIEF DESIGNER• GBM NI U. I T rr I T rE T. F. 1 V v ' N k-) I I I Iv v. Uv I 29 "C"CB 219.2 215.0 214.9 i 30 "C"CB 219.3 _ - 215.3 31 "C"CB 211.9 - - - 208.0 - -- 207.0_� 32--'C"CB - -- 209.3 - 204.0_ _ l 202.11 33 "C"CB 198.0 193.2 193.0 ` 34 "C"DBL.I CB 35 "C"CB _ 196.9 196 8 - - - - 191.5 S 192.0E 191.3 192 Ft C CB - 192.5 �37 ---3�8-_ „C_„CB__-- 195.5 ---- --- 192.0_ 190.E -1 I 7l1 Jy_ r!'lll l r A I T A TI/1A1 SEDIMEN I A I ION /11 II.1 r'fl CRAM -ER (^1 r'r'T 1/1 'f -1 !.f r rlf TAIL - Jtt DE I AIL SHEt 1 INO.JJ 40 -MH 194.8 - 188.4 _ 179.5 41 _ IMPACT BASIN - 178.0 _ 42 CULVERT INLET _- - ---- _ 178.0 - � 3 IMPACT BASIN - -_ 177.8 46 "C"DBL.I CB 186.0_ _ - 182.5 47 "C" CB 186.0 182.2 175.5 S _CULVERT C END __ - _ - 173.5 N Li Li W W cn LLJ U Q w w V,- Ko) ' S5 & �'�T. INC.Consulting Engineers REVIEWED BY DATE li 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY a r� (860) 646-2469 :E CL _ SITE NORTHERN HILLS LLC sTRucruRAL -- UTILITY AND DRAINAGE PLAN J--- ...--- ---- I FINAL DEVELOPMENT PLAN T) REVISION DATE: I - APPLICANT L 36 CB 195.0 - - - --"_ 190.1 19u_ L I= I ,/• 1'_ 9' 1 1 ��L' 99 ® -- BUCKLAND STREET MANCHESTER, CONNECTICUT -_ _40 0 4o So ,2o NORTHERN HILLS LLc ! " ' - BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 1109 ROSE LANE „ _ VIRGINIA BEACH, VA. 23451 z J L DATUM: I: V: JOB NUMBER PHASE � DATE H E ET NO..12.1 (B) SCALE: 1 = 40 SCALE: 1 - 40' TEL. NO. (804)422-5566 LL a 96481A1 945 10 22/99 1 ll ! I 11 / 1J ; Il lr l l I # I ,r 11 l rr 1 � / l ;l ,l # /r if u !/ /1 �ll / r !r 1 / l l ,(ll 1 l b- ai 1 r lI '1 1 / _j / /r m / STORM DRAIN DATA r / it �` - - - - -- - -- --- - -- // NO. TYPE - - -- - ---T-F------- ---_ --- - INV. IN INV. OUT' 45 OUTLET SYSTEM SEE DETAIL SH.NO. 34 rll / WL PLACE 12" MIN OF HIGH ORGANIC TYPE SOIL TO APPROX. ELEVATION 1-76.0 / PLANT CATTAILS ® 24" C.C. 1 Illl 48 - I:D `�E -1 p VV z / 147 ��, _ MODIFIED RIPRA 11 l 11 i WL46 00 / 1 31 r 1 v ~ _ #44 \ \\ Uj W'L1 0. cam `\WL44 ��- -- - �� � If )/ � wLz � 12 HIGH BERM CREATE _ ", 1 � kl_ \ LOW FLO DRAINAGE PATH " ------__(i�_� r WL NOT RELEASED FOR CONSTRUCTION MATCH LINE SEE SHEET B IN PROD. MANAGER: JJG. z _ _ _ CHIEF DESIGNER: GBM FU&S & OTiEnL INC. ConsultingEngineers Uj TIU, REVIEWED BY DATE :AO 146 HARTFORD ROAD. MANCHESTER. CONNFCTUT 06040 SURVEY GL (860) 646-2469 SITE --- NORTHERN HILLS LLC STRUCTURAL _ G J af UTILITY AND DRAINAGE PLAN __-- ----_- APPLICANT U J DEVELOPMENT PLAN ___—_ IFINAL. REVISION DATE: - NORTHERN HILLS LLC 40 0 40 80 120 Li.l BUCKLAND STREET MANCHESTER, CONNECTICUT J � � 1109 ROSE LANE EMMMENIVIRGINIA BEACHVA. 23451 w �- _ _ BUCKLAND ROAD SOUTH WINDSOR, CONNECTI CUT __ L. , SCALE: 1' = 40' TEL.. NO. (804)422-5566 _, a p TUM: N, T___-- JOB NUMBER PHASE; DATE SHEET NO. 13.1 C 96481A1 _ L� 5_ SCALE: 1 = 40 945 10 22 99 a 28 �Nv 00 0 - _o a� � RAP FU~;uK` c PP Nac�,ON r 50 CpN, NECS�pN \ \ qP ENO / GON`- owv - ° owv - - � g- C> EN�R PN M Px- J \ \ J � \ 1-- . FUTURE DEVELOPMENT STORM DRAIN DATA NO. TYPE T.F. INV. IN INV. OUTI 27 C"CB 234.5 - 230.5 SCALE: 1 " = 40' BENCH MARK ELEVATION TOP OF GRAN. MON.=285.16 �� I I I \ I i \ NOT RELEASED FOR CONSTRUCTION PR_OJ. MANAGER: JJ_G ~I, t..f IILr UF--31 Ul1Nr-M �7riM Lij REVIEWED BY i DATE SURVEY w Q S.IFKUCIURAL 0 of - — m - - ��= REVISION DATE: APPLICANT :. NORTHERN HILLS LLC---- 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 'j a- DATUM: ;: V TEL. NO. (804)422-5566 � SCALE: 1 - 0 J O FLW & �� INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NORTHERN HILLS LLC UTILITY AND DRAINAGE PLAN FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER i PHASE' DATE 1 96481 Al 945 1 10/22/99 ;SHEET N 14.1 (D I � I, I �lil � Il � Ili 1!r Ln I � � r CL&P I i NO.28051 O I I I I! - t t rn 0 I t II :D CD CL&b N O. 2805p I lili ' I{i P\vC \ h M I I 12" BOTTOM WID Irl vVALE FROM - TOWN LINE SOUTH TO CB #49 � I (SEE CROSS SECTIONS) f I � I a II CI0 II (2) 12" BOTTOM WIDTH SWALE ROM TOWN LINE SOUTH TO CB # /c-rr nn,--\r-e- e-rI n-r-,K I t JtE l,rCIJJJ J>r I VIN;) INv. 02.E / MATCH � E SEE SHEET B ! ! 120 5+ 0 205t2 1. MrH..F. 1C D � II,�I IGO0' 4.4�-''. �.._�-It- � ZTF 2C . �,• a ���, � I - j 711 \ I A.�r, #6 TF=Z_ INV,.Ivv INV.2OUT=201.9.. v .112 12$'-1$ S�PP, �• ..'I tilt � I `/�'II ? I, � ,G„ { ,'. / / i /' � ° ° ,�, J I ��' - j EX T1�G % .. �' A /MYi #1�' a 4 S=1.0% N c�, ,V�< S R 0 I [C� EEFIELG cTFNG i I M.H. TIF. 206.4 "p INV. 2 � 2. 0 I� 5NAI SEE GENERA ' 206 25 1 v. T ol CAP AT TEE AND ABANDCN 4" WATER 4 INSTALL 8" RWGV ON V. �'�, ' 4� - p ---CGNN CT W P TS_ T I P. Y Qi yy a // D� NS OU O P t,T r,) o i o 20 / / f SEE BUILD* PLANS FOR STY E Z' 204.8 i05 40'0 cfl rr 4f -- o�;- SiCo'P ,S=1.0% / Q cw I , �` r / 1 M.H. Tk. 206.$ 'IN V. 2?2.8 I / j }n Ar }I o j / 206.25`;� A A 1 III, , -2.HIN .M1,n77--, rUID.0 206.75 4iF 207.08--`uT=197.;i INV. !N=?97.t ,/ / 266 LEGEND OANTI -TRACKING _"l ® ILT FENCE O F - STOCKPILE AREA, ENCLOSE 4'r! TH ai>_ I r cNt:: OPREVENT SILT AND DEBRIS FROM ENTERING CATCH BASIN GRATES PROVIDE HAYBALES OR FILTER FABRIC PROTECTION. iTYPICAL ALL BASINS). IMPACT BASiN SEDIMENTATION CHAMBER 11 .'APE REQUIRING EROSION CONTROL MATTING'= ! �0 206.2 - r . ''' �� E,� SOIL DATA Q i7II l A-)��'' r-� CsB CHESHIRE . FINE SANDY LOAM, 3 TO 8% SLOPE j �i - T 2 5' / + o� / l�<' CvD CHESHIRE VERY STONY FINE SANDY LOAM, 15 TO 35% SLOPE I ► �o EsB I �D _�� / M_ / / /; ,� / ENFIELD SILT LOAM, 3 TO 8% SLOPE NaB NARRAGANSETT SILT LRAM, 3 TO 8% SLOPE I ? ' I �/ ''- p NaB2 ARRAGANSET`f SILT LOAM, 3 TO 8 SLOPE; ERODED _ I _ 07 5 L06L7-i NaC2 �',�PPVr;NSETT SILT LOAM, 8 TO 15% SLOPE, ERODED NaD NARRAGANSETT SILT LOAM, 15 TO 25% SLOPE r ` 2P5 5230 NgB N-ARRAGANSETT STONY SILT LOAM, 3 TO '8% SLOPE NN'V'. N=194: // I/ / N V. 01�=� 94 v (� I NgC NA RAUAN'SETT STONY SILT LOAM, 8 TO 15% SLOI` N ffD NARRAGANSETT STONY SILT LOAM, 15 TO 25% SLOPE ,�/ / N ME OZ WCA WALPOLE LOAM, 0 TO 3% SLOPE I %/ • ``'o ,� ! WeB WAPPING SILT F l 1 �► f ,;, LOAM, 3 TO 8% SLOP SAN. MH T.F. 19�. 1 , INV. N=18�.7 EROSION CONTROL NOTES INV, OU T= 17 "THE PLANNING AND ZONING COMMISSION CERTIFIES THAT c'. / / ANTi,. _,7'ATED BEGINNING OF SITE WORK, JANUARY 2000 ANTICIPATED . END OF SITE PORTION OF PROJECT �``'"'I �� l / APPROXIMATELY ONE YEAR. THE SOIL AND EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES WITH THE REQUIREMENTS OF THE TOWN OF i A PRECONSTRUCTION MEETING WITH THE TOWN ENGINEERING DIVISION IS REQUIRED 8 r"ORE THE START OF MANCHESTER REGULATIONS AND THE CONNECTICUT / ANY CONSTRUCTION ACTIVITY. J / GUIDELINES OF SOIL EROSION AND SEDIMENTATION CONTROL o DATED 1985, AS AMENDED." &P NU.8578 1, INSTALL ANTI -TRACKING APRON. INSTALL SILT FENCE AT WETLANDS AND OTHER AREAS SHOWN FOR ROUGH GRADING. 3. CONSTRUCT DETENTION BASINS NO.1 AND 2, TO BE USED AS SECONDARY SEDIMENTATION BASINS. SIGNATURE: W , t SAN. Iv1H'A, Ili' 7 ,/ STABILIZE SLOPES WITH EROSION CONTROL MATS BASINS MUST BE, STABILIZED AND APPROVED BY S ,° THE TOWN OF SOUTH WINDSOR PRIOR TO DISCHARGE OF ANY STORM WATER. w INV. IN=17/1.1'. 'r , �o ,••,r,�+ , / SEDIMENTATION CHAMBERS BERS AND OUTLETS , TO BASINS. WS. DATE OF APPROVAL:OG INV. OUT=1I71.7 4. INSTALL • 5. INSTALL OUTLET STRUCTURES OF DETENTION BASINS WITH TEMPORARY DEWATERING STRUCTURES. 6. INSTALL ENERGY DISSIPATERS AND RIP -RAP PADS AT OUTLETS. 7. INSTALL STONE FILTER BERMS AT PERMANENT DETENTION BASINS. HEREBY CERTIFY THAT THIS PLAN IS IN COMPLIANCE i, 8 INSTALL REMAINDER OF PERIMETER SILT FENCE. WITH THE TOWN l OF MANCHESTER SOIL EROSION AND 9 CLEAR & GRUB AREAS TO BE GRADED DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 SEDIMENTATION CONTROL REGULATIONS AND THE Z V� N.• Mid #2 T.V�?�1.9j�� c' CONNECTICUT GUIDELINES FOR SOIL EROSION AND IN , IN=1.67.9/ ' i OR MORE DAYS. SEDIMENTATION CONTROL DATED 1985, AS AMENDED." J ` 1 G. SEE MASS GRADING EROSION CONTROL PLANS, SHEETS Al THRU 43. IQV. nUT 1•'c5 71q�' / / .� ., ?1 OC TI-11= CT(1RAA n�AInIAr_� `YCTCAA IC INCTAI I Er -I ('ATrW DACINIC CI.-I(lill n IJAUC' EII TED EAGDI/ V /fl1d,oI �. ',��i �. v- / -J III-vinl,rvl_ J JII_,vl I� IIVJ!•-\1_LI_V, 1_.mIVII y�/'�JIIVJ JIIVVI.-V 11r.\v�.. I ILIL'\ I nul\I�• SIGNATURE: 73�1� LI �, %" r PLACES UNDER GRATING AND WRAPPED OVER TOP OF CURB TO PREVENT DEBRIS AND SILT FROM 1 =r jti ENTERING ? 2. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. DATE E / ' 3. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRACE, IT SHALL BE LOAMED AND SEEDED, OR �`' 14. ALLLCHED !F FINAL TEMPORARY EROSION ANDNG IS NOT SEDIMENT>N ROLDGEVICESAT SSHIALL BE REMOVES AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER OR SOIL SCIENTIST. SAN. MH #1 T.F.` 158.0 15. ALL 2: 1 SLOPES TO BE HYDRO -SEEDED AND HAVE `LUTE MESH INSTALLED RER INV. IN=152.0 \ LOWE'S SPECIFICATIONS. INV. OUT=144.0 . OD 16 THE 2:1 SLOPE ALONG BUCKLAND ROAD IS TO BE PROTECTED WITH HAYBALES OR SILT .FENCE AT THE / L / / 5 EXIST. SAN. M.H. INV. IN=142.0± / / -40 0 40 80 120 SCALE: 1 " = 40' I I END OF EACH DAY. IN ADDITION, A TEMPORARY REVERSE SLOPE BENCH IS TO BE FORMED AT THE To;, -- OF THE SLOPE AFTER EACH STAGE OF CONSTRUCTION. THE- SLOPE IS TO BE FURTHER PROTECTED BY APPLYING EROSION CONTROL MATTING TO ALL DISTURBED AREAS OF 2: 1 SLOPE AT THE END "-.F -A'" DAY. NOT FOR CONSTRUCTION OF UTILITIES NOT RELEASED FOR CONSTRUCTION PRO_J. MANAGER: - w=CHIEF DESIGNER: FUSS & 074E]U INC. Consulting Engineers = U REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 v) EL SURVEY (860) 646-2469 I� SITE ---- STRUCTURAL I NORTHERN HILLS, LLC -1 APPLICANT - �9/24/99 CONSERVATION PLAN NORTHERN HILLS LLC _ -' FINAL DEVELOPMENT PLAN REVISION DATE: p1 ' 1^� i /99 1109 ROSE LANE m VIRGINIA BEACH, V.A. 23451 w p3/30/99 L4j"21 j99 11; 16 99 BUCKLAND STREET MANCHESTER, CONNECTICUT IEL NO. 1,""T,T`2- �"" Q w U4 /-12r/yy ' G..,^ <99 Zs�1 2 BUCKLAND RUAD SUU I H WINDSUR, CUNNEC I ICU I w c� DATUM: H: V': JOB NUMBER PHASE, DATE SHEET N015(A) SCALE:------ 1 40'- 96481A.1 945 2/11/99 ! MATCH LINE SEE SHEET �, WL43 '"n-36/ ���I ► CONTRACTOR $H LL PROVIDE , FLAGPERSON(�) AS MA(Y BE I ► I ' 2-STONE -ILTER BER 5--- ► � ►/ REQUIRED BY TH � TRAP, I� AUTHORI Y FOR THE S�FE ENTERING � � WL4 ► `� ►�/ EXITING OF V HICLES DURING CONSTRUCTION �/ z / MODIFIED RIPRAP ( - \\ 12 wLa u' W X 20 L i \ \ / I # 18 ► / ► 5 "' +� I c FILLED WETLANDS APPROX. 215 SF 1° PLACE 12 MIN. pF HIGH) ORGANIC TYPE SOIL (0.10 .Av.} TO APPROX. ELEVATION �162.0 REPAIR ANY•\DISTURBANCE TO TLANDS DUE 7 cv \ PLANT CATTA,I_� @ 24 D.C. TO THE WALL\INSTALLATION 40' _ i ► ► 2-STONE FILTER B ARMS '�_ / ` i- z )�� I - WETLAND AREA CREATION NOTES: I CGNC LEVEL SPREADER ! kE AREAT` ET S z z / 2 1. TOPSOIL FROM FILL AREA OF WETLAND #2 TO BE STOCKPILED FOR USE IN WETLAND ► / 15" WIDE 22' LONG X 2" I - - ► ��-- - 12" HI H BERM TO CREATE DEEP, `TOP EL.@ ` X!ST. ADE "� M �o ✓ - WL6 CREATION AREA. \ I / ► LOW I LOW DRAINAGE PATH \ I o `�.1 m �j 2. IV OF TOPSOIL TO BE USED IN WETLAND CREATION AREA WITH FINAL TOP'DRESSING TO MODIFIED RIPRAP_ $ BE THE STOCKPILED TOPSOIL FROM' FILLED AREA. M�,DIFIED, RIPRA -- o° � � i / 6'W X 25'L o o° j1 I i \ 1\ ,� j 1 0 3. WETLAND CREATION AREA TO BE STABILIZED WITH WET MEADOW MIXTURE APPROVED BY r'M X 201 I ° ° ° ENGINEER OR WETLAND SCIENTIST OVERSEEING WETLAND CREATION. ` ► ► R; P HOOD AT OUTLET- �O �\ �/ 1 / j I WL7 4.,1 ALL DISTURBED AREAS AROUND WETLAND T / � ► _ ,! `' \ ' o°OJo MIXTURE ;AND P S 0 BE STABILIZED WITH WET MEADOW SEED ► - r r L �° ♦ • + �j s PLANTED WITH WETLAND SHRUBS. ► I PLUG END �� ' \ / r� � 2 „ INV=181.5 780 C w ; v p ► a A T 1? �' WL8 !► % �, T ��O NT 60 i 1 \�� X MODIFIED t x IED R PRAP I 1� �• � o � tN �-r _ r, O � � \ _ _ \ � ` C� 6'vV X 20'L a' 1% j (�(/ ff1 o � /9C / i WL9 WL #9 190 '\ Wt2a Q 192 10 _ W�,a 18Q Co , 14 2 c - of I - — ► �� 1� / \, o I I \ S�'y 79 197.�T1jOJ �'r�>39� #39 :. 9 2" RCP (TOP � 1 j �� — — � � ' 1 �� / WL23 S=1.00% (TOP PIPE) 00 F�v #.. '_ \ wL„ S=0.217. BOT. PIP 2 2 I MODIFIED RIPRA I- ► WL22 = l,d Li ' / jt ►,. - '—� 1 ! 30,000 SO. FT. LAYDOWN A -� —_ I WL12 _ j ( WITH 25' G VEL ACCESS DRI ` V) � (D 2 (6" GRAVEL kPTH) A W I — } o LLJ t„ WL21 WL13 j '/ I _ ► I wLla II#o ! I 1 11 i I r� I -cam �.i 2`+ f J �; r J t I I{ '1' `► I I I i! { i1 12. b 71 1g' II I - WL20 r' _ I i r � LLI� 1 • Q ��► �' ° ° 8" CL IP WATER XWL16M-16V � c-, %40 A. WL19 WL18 WU 7 3 J I 5 Wq y -- - �>c,5 i ` `2t �n `x \ \ ♦ 20� 2\G 2� i ►I J J ° �:�� ioo� —�-2°0� J �c�Zo` r'O 00 �� i �♦ r 2 \ \ 2 0 4 a x x--x—x--x—x—x—x a ' x METER LOCATE 2' 3.17 ! ! I �.4 — — — — - 1 j o� p j a-- -- x v #26 203.5 INSIDE OF BOIL WG +' II 2, jcov ,I TRENCH DRAIN �x 26 �M/ N 207OPE AREA w Ln ► J 207.25 o i I % , F ��• ,4 , • �, • 1 % SLOPE 8 i, VFRFn_ I �. i� I O `~ \` sRGP� AREA GA DEN CENTER w� � J (R---• -- —'—• -- �-C} , a ° a I 1 � I I I I 1 (\O� rf 3 2 � � � it `V �_ � � RECEIVINGcn a_ U) ° Q -15" Si;CPP I°�� I 2O _ j �..I2p4\ (n (A/ I \`z6" usT-�co rJ �l� �°rl ) ' A#1iNV T S=200.% C6 O Nv 4+ eo VC -SA 5. 20 07 INV. 199.52- t SEASONAL DISPLAYLn #2� /\ .y H. T.F.07.1 2072.0�ti .v t I I I tip• / i I +� v� �,�' I l P-- V. 4C 07.25 207. 5 dv . i — • - - \ 1 J I 07.25 BACKFLGW PREVENTgR LOCATED„O�` <v� �� CNSfDE OF NECT DOWN IN GUT ,�>, � r � I _ - - .. �, •. `< / I I S•P S TO SI�PP (I P, _ I 5 \ i ' S E BUILDIN A I i' � G P� N5 FOR SIZE � _ ! � ! I / ( I I / /•�'' ;= 08 L- `� I (2);' 3" PVC TELEPHONE CONDUITS o� r it � - ' 12\-12" RCP 16 -,15>, RC( S=1.0%, I N 1! I ,� �► SM�lN �To,-�� , cp \ 2805 I� 1 �mi� _ I M.H. T:f . 2C6.1 J _PROP 'S E D LO-NI F UVANP cYr c ri g g' � -I -! q� _ `! . �. i gn�1_+i►- -- r /AC�20 i\\ \ I , r i (• 20 ff BUILDING _ a 23\\\—I 2 12F FL. EL. 207. (�2� METER LOCATED P5.9 06& & �r IN , NOT r FOR ..C_ONY STRINSID= OF. BUIL NG F- 40 NnT RFI F54 I,T TjInr� \iI S' - MATCH LINE SEE SHEET A PROJ. MANAGER: -- _ -- LEGEND "i HEREBY CERTIFY THAT THIS PLAN IS IN COMPLIANCE , z CHIEF DESIGNER: INC. '.' TH THE TOWN OF MANCHESTER SOIL EROSION AND REVIEWED BY DATE C Consulting Engineers THE PLANNING AND ZCNINC COMMISSION CERTIFIES THAT © IMPACT BASIN !RIPRAP DISCHARGE SEDIMENTATION CONTROL REGULATIONS AND THE _ � 146 HA.RTFORD ROAD, MANCHESTER CONNECTICUT 06040 THE SOIL AND EROSION AND SEDIMENTATION CONTROL PLANCOMPLIES WITH THE REOUIRFMFNTS OF THF. TnWN nF � ANTI -TRACKING APRON CY)NINIf-rTI I I r r�l I;ncl ,nl�c ono c,�l, ��,- fla CI IRV�Y Erfoo VV I VL_LI IN L,-r\ IL Cf\UJNL1 IUIN .IA1!;, """'`-' _ 1 (860) 646-2469 MANCHESTER REGULATIONS AND THE CONNECTICUTv v SEDIMENTATION CHAMBER SEDIMENTATION Co' ITRnIJ VJU _ DATED 1985, AS AMENDED." SITE -- + GUIDELINES OF SOIL EROSION AND SEDIMENTATION CONTROL O SILT FENCE STRUCTURAL NORTHERN HI LLS ��C DATED 1985, AS AMENDED." - 8 DEWATERING DEVICE SIGNATURE: � STOCKPILE AREA, ENCLOSE WITH SILT FENCE w _ ® 8 13/9a CONSERVATION PLAN SIGNATURE: O . OHAYBALES OR SILT FENCE CHECK DAM DATE j 9 24 99 v1 -- RFvI';InNI naTP-• A1n /^� /o FINAI DEVEI nPNAFNIT PI AN DATEAPPROVAL: REVENT I 1.- • - ,� v CC..] , V L L OF L: U P S LT AND DEBRIS FROM ENTERING U STONE FILTER DAM APPLICANT ,m o F 3, jC; ,, ,'� +I , , �,� iAl I :'16/99 BUCKLAND STREET MANCH CATCH BASIN GRATES PROVIDE HAYBALES OR -40 0 40 80 120 NORTHERN HILLS LLC w A4%12/99 ®7/'30/99 12 07 9:_ BUCKLAND ROAD ESTER, CONNEC I I I FILTER FABRIC PROTECTION. (TYPICAL .ALL BASINS). 11 2.-1 SLOPE REQUIRING EROSION MATTING 1109 ROSE LANE z SOUTH WINDSOR, CONNECTICUT SCALE: 1" - 40' VIRGINIA BEACH, VA. 23451 a DATUM,: H_�- V: JOB NUMBER PHASE DATE TEL. N0. 804 422-5566 m SCALE: 1 = 40 96481A1 945 2/11/99 SHEET NO] 6(B) 11 f l f 11 ! r 11 I r l Ill r ! r r / r Il / _ �01 u 1 l! I 11 � 11 ' // i ! r l 11 I Ir , Y I r 11 I /11 li ! ! 1 it l I ii I Oi 1 I II Q ! LEGEND I r( 11 / AN Ti- >•n>;CKINv APRGN © IMPACT BA�!N i RIPRAP DISCHARGE it O SILT FENCE O SEDIMENTATION CHAMBER STOCKPILE AREA, ENCLOSE WITH SILT FENCE ! A ® DEWATERtiVG DEVISE G h , / O PREVENT SILT AND D_BR,S FROM ENTERING CATCH BASIN GRATES PROVIDE H.AYBA.LES OR FILTER FABRIC pROTE T10N. (TYPICAL ALL EASiNS). ill �,' 2 i WL \ PLACE 12" MIN. OF HIGH ORGANIC TYPE SOIL \\ �' TO APPROX. ELEVATION 176.0 PLANT CATTAILS @- 24" O.C. f 48'- t 5" CPp, S=' .007 3 /' , r-- // / )�l ; WL47 1 �✓ ego MODIFIED RIPRAP I c 1/ I! f t c / � a WL46 l - l Il ; % l%% - 6 - 1 CAR WL45VVeH WL / WL44 HIGH BERM TO CREATE �p 175 —� Low-�-Lo DRAINAGE PATH DRI VE , ___-���``�'co _ �'� O� NOT FOR CONSTRUCTI OF UTILITIES z NOT RELEASED FOR CON RUCTION MATCH LINE SEE SHEET B PROJ.- MANAGER: JJG z CHIEF DESIGNER: '-BM ' FUSS & 0 *TRTL.T INC. Consulting Engineers w REVIEWED BY DATE z v'� 'o,146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 "THE PLANNING AND ZONING CQV' O-S U R V E Y (860) 646-2469MMISSION CERTIFIES THAT � � THE SOiL .AND EROSION AND. SEDIMENTATION CONTROL PLAN "I HEREBY CERTIFY THAT THiS PLAN IS IN COMPLIANCE SITE COMPLIES WITH THE REQUIREMENTS OF THE TOWN OF WITH THE TOWN OF MANCHESTER SOIL EROSION AND STRUCTURAL NORTHERN HILLS, LLC MANCHESTER REGULATIONS AND THE CONNECTICUT SEDIMENTATION CONTROL REGULATIONS AND THE o — GUIDELINES OF SOIL EROSION AND SEDIMENTATION CONTROL CONNECTICUT GUIDELINES FOR SOIL EROSION AND CONSERVATION PLAN DATED 1985, AS AMENDED." SEDIMENTATION CONTROL DATED 1985, AS AMENDED." APPLICANT o SIGNATURE: SIGNATURE: n REVISION DATE: FINAL DEVELOPMENT PLAN -40 0 40 80 120 NORTHERN HILLS LLC L�; o L�3 j3U jgg /34j21/99 C�10/22/9={ BUCKLAND STREET MANCHESTER, CONNECTICUT DATE OF APPROVAL: GATE 1109 ROSE LANE Q w &4/12/99 = a © BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT VIRGINIA BEACH, VA. 23451 z SCALE: 1" = 40' TEL. NO. (804)422-5566 L DATUM: H: V. _ JOB NUMBER PHASE DATE SCALE: 1 = 40 96481A1 945 2/11/99 SHEET N017(C) k i\\ iWe3 CS3 I X 1% / I \ i •\\ + #2 TO BE STOCKPILED FOR USE IN WETLAND AND CREATION AREA WITH FINAL TOPORESSING TO i D AREA. ILIZED WITH WET MEADOW MIXTURE APPROVED BY EEING WETLAND CREAVION, ANDS TO BE STABILIZER WITH WET MEADOW SEED HRUBS. m W W I+i W Ld z j ( FUTURE DEVELOPMENT + N i I I so %00 00 � to ♦ �, ,�5. cnR h I go go � � I c°NNE. 2 L'7U \�, 2F #2: , e&, ,N 8� a i �� I 9 r SELF N S�Op 5`i� G ARP oSo J i ' r owv owv owv r ' G G� NgB \ J J J JJ 1 J r Ji� 1 J s J ' \ \�T J J to �, ✓/ ' /�J I r f NIN >7�-TNING C-OMWSSION CERTIFIES THAT r E SOI OSION AND SEDIMENTATION CONTROL FLAN y,'WITH THE REQUIREMENTS OF THE TOWN OF -�,\fCHESTER REGULATIONS AND THE CONNECTICUT _,"JIDELINES !=iF SOIL EROSION AND SEDIMENTATION CONTROL Jr/ DATED 1985, AS AMENDED." J- / SIGNATURE: DATE OF APPROVAL- .. i HEREBY CERTIFY THAT THIS PLAN iS IN COMPLIANCE NOT FOR CONSTRUCTION OF UTILITIES WITH THE TOWN OF MANCHESTER SOIL_ EROSION AND SEDIMENTATION CONTROL REGULATIONS AND THE NOT RELEASED FOR CONSTRUCTION CONNECTICUT GUIDELINES FOR SOIL EROSION AND PR_OJ. MANAGER: SEDIMENTATION CONTROL DATED 1985, AS AMENDED." N T.CHIEF DESIGNER: _ ep1 - w u.11.iO V'Ubb & U1VK1LL INU. Consulting Engineers SIGNATURE: _ ,1 REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 VI LL SURVEY (860) 646-2469 SITE DATE : -- - - STRUCTURAL -- - --- NORTHERN HILLS LLC J_- ------- -- CONSERVATION PLAN ---- - w -40 0 40 So 120 m FINAL DEVELOPMENT PLAN REVISION DATE: SCALE: 1" = 40' APPLICANT w BUCKLAND STREET MANCHESTER, CONNECTICUT ", 0/22/99 ,, u n NORTHERN HILLS LLC Q " /6� u RI IPVI ANIn n n PrnAcl ITu IArinlnQ0D (`(lf\INI�(`TI�'I IT 1109 ROSE LANE z i uvv,�u,+vu +vi v .�vvi+ i rr++vv.wi\, vviv+vwi+vv+ DATUM:_ H: V: JOB NUMBER PHASE ; DATE C EET N0.18{D) VIRGINIA BEACH, VA. 23451 J SCALE: 1 = 40 TEL. NO. 804 422-5566 F I 96481A1 945 2/11/99 - ---c — -I B — --- PIP- Qj A ERA'S 1R TURF = i SUBGRADE- I 4 TOPSOIL GRASS OR TURF SECTION PIPE j � I GEOTEXTILE- SUBGRADE —'/ LMIRIMUM THICKNESS 12" GRAVEL EASE 18 INTERMEDIATE RIPRAP RIPRAP SECTION - DIMENSIONS FOR GRASS OR RIPRAP DITCHES/CHANNELS - SECTION TO CONFORM WITH PIPE OUTLET SIZE SIZES i �- 115IPE"1 18"' 21" 24"� 27" 30" z6" 42" 48" 54" 60" 72" A 8" 9" 11" 12" 14" 15 18"' 21" 24" 27" I 30" 36" � a 27" 30 33" I 36"I 39" 42" 48" 54" 60"i 66"I I 72"� 84" C ,4' 27" . 33" 36"�42" 45" 54" C 72" j 81" 190" " 108" I � I -- DITCHES �-I - -------_HANNELS -+-{ . --- TOP OF SLOPE 4' i \ EROSION CONTROL MAT 8Y NORTH - �AMERICAN GREEN TYPE SC150 \ \ / ON 2 1 SLOPE \ END MAT AT OF SLOPE -- \ f�TOE M— ; = SECTION EROSION CONTROL MATS . FILTER FABRIC PAVFMFN CAT PLAN NOTES: MATS :;HALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. SOIL TO HOLD FABRIC. EXISTING GRADE METAL GRATE r ILTER FABRIC SEDIMENT CONTROL WITH SLOPING GRADE AT CATCH BASIN i 1 (6„X8„ X SECTION A - A SITE ENTI RAILROAD TIE A IVT1—TR ALP TFR FARRIC N OTES: ?. MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT. EDGE OF PAVEMENT 2 1/2" BITUMINOUS CONCRETE CLASS I WITH 2" LIP PLAN ANITI-TPArk/INI(; APPnNI I % 1 11 1 1 1 1 \/ % \l l \ I I 11 \/ / % 1 1 \ `/ 1y EROSION MAT �, I BOTTOM --- 4 - --� 6" OF 2" STONE OF SWALE i I ON FILTER FABRIC DIRECTION L 4 P� NSF I OF FLOW -- L 6" SAND FILTER BERM NOT TO SCALE BOTTOM ,-'4•,-- --� 2.5" TO 3.5" STONE OF SWALE I ` FL 060 0cy0 0 �I�, F I DIRECTION GAF, 0) �� � LoO&0 O O�1 0 � OF FLOW D'C0-0- C-0 � 0sf 0�, STONE FILTER BERM DOWN 2 SLOPE NOT TO SCALE �—EROSION MAT SHALL COVER TOP --- WRAP SIDES OF RISER PIPE f AND ALL 2:1 SLOPES OF BERM WITH DUPONT rYPAR 3341. 3/8" DIA. HOLES @60' ALL AROUND PIPE / `r / --TOP OF BERM - V. 206.0 M$-- STONE TO BOTTOM OF BELL ELEA N � / .,� -�f�`� ` 2 / 11 i I rlSER ELEV.05.0 �- BERM 1I1 11/23 8STONE /00 1 1/2 .PE 1 — -24" OUTLET PIPE BOTTOM OF BASIN INV. 201.0 3/8" STONE ELEV. 200.0 - -- •y YiY PREFABRICATED C.C.M.P.,' TEE CONNECTION ---- N --MORTAR ALL AROUND IX 00' . ( '. • - CONCRETE BLOCK PLATFORM i 16" 1, PIPE O.D. - 6", - TO BE PLACED ON SUITABLE COMPACTED MATERIAL STAND PIPE OUTLET FOR TEMPORARY SEDIMENTATION BASIN TRENCH CUT_ 6" TO 8" DEEP 6" TO 8" WIDE FILTER FABRIC - - l FOLD FABRIC UP SLOPE-/ I. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPE. 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. WIRE FEI 100' 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN , SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC lu TO THE WIRE FENCING 4. BACKFILL THE TRENCH AND EXTEND IT INTO THE TRENCH 8 AND COMPACT THE EXCAVATED SOIL, COMPACTED BA�KFILL-\ 1 BOTTOM OF DRAINAGEWA 1 ice' I A I I PLAN ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' IiI LT 1- EI VI CE A SITE DESCRIPTION THE CONSTRUCTION OF APPROXIMATELY 163,000* SF OF BUILDING WITH REQUIRED ACCESS DRIVES, PARKING LOTS, DRAINAGE. DETENTION BASINS, WATER, SEWER, GAS, POWER, LANDSCAPING, EROSION CONTROL AND MISCELLANEOUS WORK TO COMPLETE THE PROJECT. AREA OF DISTURBANCE IS APPROXIMATELY 18.3 ACRFS IN SOUTH WINDSOR AND 5.7 ACRES IN MANCHESTER. *39,886 S.F. OF BUILDIN`; LOCATED IN MANCHESTER. POST CONSTRUCTION STORMWATER MANAGEMENT C.;::N-ROL 'sEr.`-'LIRE NCL:;DE CA f-H 6ASIN TRi+P & ---NIPS, NLRG, DISS1PSITORS SEDIMENTATION CAMBERS AND DEB IS TRAPSATDETENTION N'BASINS. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THESE CONTROL DEVICES AND REMOVING SEDIMENT & DEBRIS FROM THEM AT A MINIMUM OF ONCE A YEAR -OR. AS A REQUIRED FOR UNUSUAL CIRCUMSTANCES. THESE MAINTENANCE PROCEDURES WILL BE 'UTILIZED TO HELP REDUCE THE TRANSMISSION OF SOLIDS FROM THE SITE. OTHER PROCEDURES INCLUDE, BUT ARE NOT LIMITED To, SWEEPING OF PARKING AREAS AND THE PROPER USE OF FERTILIZERS. ALL DISTURBED AREAS WILL BE STABILIZED WITH GRASS, LANDSCAPING OR PAVEMENT. AS A RESULT, THE PROPOSED VEGETATIVE COVER AND PAVEMENT SHOULD BE SUFFICIENT TO CONTROL EROSION & SEDIMENTATION, IF PROPERLY MAINTAINED. I. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. TRENCH —� -(2)2"X2" STAKES OR REBAR EACH BALE ,,-STRAW BALE II 2. PLACE AND STAKE I I STRAW BALES, TWO + L. STAKES FER BALE. I i 1 I BINDING WIRE T T-- OR TWINE 11 II 1 2-2"X2"X3' STAKES OR REBAR EACH BALE 3. BUTT BALES FIRMLY TOGETHER AND WEDGE LOUSE STRAW BETWEEN BALES T(' -PEATF A CONTINUOUS BARRIER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ I B01 TOM Ur -, DRAINAGE WA 1 A --- PLAN 4 BACKFIL.L AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. - -- COMPACTED BACKFIt_L - n � � STRAW BALE -A -B OULD BE HIGHER FHAN POINTS "B". -FLOW EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF. PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL .BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION. AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER T CONS -NATION l 8 R T T T E 9 $ � LASES EDI ION AND OWN REvI,LAT10NS, ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 7. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION .PERIOD, IF DEEMED NECESSARY BY'THE OWNER OR AGENTS OF THE TOWN IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CG5-22A-430B) TO NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1 /2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPL EMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS . RESPONSIBILI FY 'INCLODES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT. CONTROL PLAN' IF THE TITLE TO THE LAND IS TRANSFERRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HtS CONTRACT. DUST CONTROL SHAL1_ INf'LUDE, BUT IS NOT LIMITED TO, SPRINKLING OP WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD' TIC TRAFFIC ON ADJACENT ROADWAYS. 7 IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY. VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWA-ERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED'. TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL. CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF-ONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN PRIOR TO CONSTRUCTION. 10, INSPECTION. A CERTIFIED SOIL SCIENTIST CO LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER. iNSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. ANY REPAIRS OR DEFICIENCIES FOUND SHALL BE ADDRESSED IMMEDIATELY. 11. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4­-MIN. TOPSOIL. r- BALED HAY OR STRAW FLOW SECTION �,+ 1) NOTES: j�`ybillg(��fl p„i)y1j`fj ,l rII'1 I��'i fl I 111� I N,Iiflil 1, r r;I� 1 HAY BALES SHALL BE MAINTAINED AND/OR REPLACED WEDGE LOOSE STRAW AS REQUIRED OR AS DIRECTED BY THE ENGINEER. BETWEEN BALES TO 2. PLACE HAY BALES SUCH THAT TWINE OR BINDINGo� CREATE A CONTINUOUS WIRE IS PARALLEL TO THE EX!=71N'� POUND. BALES TO BE J BARRIER BUTTED TOGETHER HAYBALES PLAN / 2"x2"x3' LONG STAKES A`CH BASIN - FILTER- FABRIC �— OR REBARS EACH BALE — 2x4 WOODEN STAKES DRIVEN EXIST. GRADE OR OVER GRATE MIN. OF 12" INTO THE GROUND PAVEMENT (DO NOT FINISH GRADE C ` STAKE IN PAVEMENT) WOODEN LATERAL CROSS BRACES AS NEEDED n �1 BURY TO A i FII TFR FARRIC' I \ n`DTH nF A" I I — CATCH BASIN AM FLOW / FLOW Jv - - SECTION AT LOW POINT FINISH 6RADE — I / NOTE: HAYBALES I ! I I 1 cu T —�IMrr cued I (r)Kl C- 0kl I� TO THE REQUIREMENTS SHOWN �- ON SILT FENCE DETAIL NOT RELEASED FOR CONSTRUCTION I PROJ. _M_ANAGER: JJG FILTER_ FABRIC TO EXTEND _ 6' (MINIMUM) BELOW GRADE ! CHIEF DESIGNER GBM c REVIEWED BY DATE FU'� & ONERL INC. Consulting Eng b O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 060, �, ° SURVEY (860) 646-2469 ��ILT FENCE AT CATCH BASINS 5 ,' SITE APPLICANT NORTHERN HILLS, LLD. 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL, NO. (804)422-5566 J: \DWG`;P96'V96481 \A1 \945 1 - 6 IP MONUMENT SIGN / r 0 SIGN STUCTUfRE MOUNTED / 1 �0 3P/30A/480V FUSED DISCONN. SWITCH IN NEMA 3R ENCLOSURE/ S PROVIDE(3) 20A CARTRIDGE FUSES COORDINATE SIGN ;� +6741 - LOCATION WITH LOWE'S / ,1 B AND WITH ENGINEER / /( / 1 \BC _ 3+40 - / / Ak ROAD SIGN�xpQ ` 20,22,24 > > ADELINE P. URSO / r / �. .......... AC NIGHT LIGH , I IN 24 I I I , �B � I AB 4#8in 1"C.-A �4,4 L 44 N H. 4i8 9.1A0 480V. 3 c c NOTE: LUCAIt LIGHI j -1 /" IJ •,��_ r.T-. -- `- POLES 22-24� •!� - �_----- - - BETWEEN ' J I l 1 IA'- RETAINING WALL AND l l CURBING 1 8C � 1 L / I I IRUCK WEL U - - " C. r , l` r HOUSE-x-x-x-x--x-x- SHIELD +; / il th , / I OPEN AREA I i 1 PANEL NO. 2H. I I I 50,52,54 F 1 ! 22 COVERED 10.4A ®480V. 3 yS . 1 iN; AREA 2H. 62, 64 w I 9A. 0 48OV. 136 I ) NIGHT LIGHT CIRCUIT r I I I I 1 I I RECEIVING I �- V' °. II I PANEL NO. 1H. 43,4 N 2A 0 48OV. 196 1H. 7, 49 ti 4.8A. 0 48OV. 116 ° � NIGHT LIGHT CIRCUIT ° . NL )F SEASONAL DISPLAY AREA L ° ) F J -« r ELECTRIG PANEL "E" AS i I DESIGNATED BY LOWES.I6 #8 in 1" C. COORDINATE CIRCUITS & 1 CONTROL WITH LOWES ENGINEERING DEPT. I � I I I j ELECTRIC PANEL "2H" 1 TE BRANCH CIRCUITS OA& CONTROL � F ' i WITH LOWES ENGINEERING DEPT. PANEL N0.2H. •'''�`,� I 1 56,58,60 ¢ L&P I I 2H. 0 480V. 3 �� I g g• g, g g g•�g� 0.28052 i I 2H. 66, 68 fl 6:8A. 0 480V. 20 i 1 NIGHT LIGHT CIRCUIT °� n Illl \ I Cis. & Cis I , I I r- . ' B�, i INL 4 I I� / 4#8 & 1#10 GIRD --- PROPOSED) L I HOUSE • _ ,, ,' 1 I 1 i .� I I C 0 SUM I NA I RE SC'HFMJI F SYMBOL POLE N❑. LABEL OTY COOPER LIGHT-IN13 MODEL 4 LU^AENS:C❑❑PER POLE# 13 & 14 A2 2 2@180 GLA91125AS-37FT. c?> 1000/MH/SCQ DISTRIB/480V 220000 RTA OM 35 DFM2-47 C2) 1000W M. H.. VERTICAL LAMP AREA LUMINAIRES 1-12 43 12 3@120 GLA91125AS-37FT. c3) 1000/MH/SG DISTRIB/480V 330000 RTA OX 35 DFM3 1000W M.H. VERTICAL LAMP AREA_LUMINAIRES ADD 92G FOR FLOODLIGHTS -� 10-c4 0 D rrAnnn, -crT 4UtJ 'i �j�jSE SFilEL1J UI lr-�'fUj-cJr I i 1 4uUw/i H%TYPE I V DI S I RIB/48UV/H AS SFIUWNI41yUU kIA 8M 25 T1FM2 i 4U041 M. H. VERTICAL LAMP AREA LUMINAIRES 15-17R 25-28 B2 ? 2('180 GLA91 1253V-37FT, W/OPTICS ROTATED 2) 1000/MH/TYPE III /480V 22000f1 PTA 0M 35 DFM2-47 -.2) i 2) I OCUW M. H. 40OW M, H. VERTICAL LAMP AREA FLOOD LIGHT MTD 27. LUMINAIRES 5' AFG F F 13, 4 & 7 1 F I3 MHNK-76-400SV/NK430' (1) 400W/MH/SL i PF I TTER/X6/480V/DBLS I DEV I SORS 172000 TYPE" A3" ABOVE - ---- I I METAL HALIDE LUMINAIRES l!� VERTICAL LAMP PER LEGEND. HOUSE SHIELD AS INDICATED ON POLES I 18, 19, 20, 21, 22, 23 & 24. , I 5563®I�� I N �' -- LUMINAIRE, MOUNTING BRACKETS, Al Q POLE, AND BASE FINISH IS MATCHING - N AND. OF DARK BRONZE ANNODIZED. 4C \ ! FINISH AS DIRECTED BY ARCHITECT. 27� � O REPAIR SCRATCHES IN FINISH. SUBMIT PHOTOMETRICS FOR ENTIRE SITE. \ 9a"00 1 POLE RATED FOR 100 MPH WITH 130% /BV � 2�F \ / W 2GUS I FAU I UK. SUBMIT PULE AND / �/ c) LUMINAIRE E.P.A. DATA. 6 3C u S gE�ow o A SIGN FRoN; o N010'" J --- - GLARE CONTROL SHIELDS ( SIONP G NO i 5� PA0�5 -fit/..�e��Ew� REF - TYPE F LUMINAIRE(QTY OF 6) DIRECTED `may •� n TOWARD BUILDING FACADE. TWO ON' sbt EACH OF POLE #'S 3, 4 & 7. M / L '_,6 #8 in 1" C. 4 o i I BULL HORN' BRACKET ARRANGEMENT J PANEL NO. 2H. FOR TWO TENON MTD FLOOD LIGHTS 9 9 � 7.SA 0 480V. 3� " w �®® AB w 1� lIl r-SNERSN1? / 421 A_ 11 i �-.�r ?P� ,•/ , � tDJ /aO o I NOTES: 0 1 1. ALL CONCRETE IS PER SPEC. PAINT EXPOSED Of ' I FOUNDATIONS PER OWNERS DIRECTION. II SHIELD � I I LO Y � E' � a. ��1+ IT �! � � ��I AB `/V/r ./ I B II CL ( ' PANEL N0. 4H. N0.28051" i 9 BUILDING 11.5A39� II NL 11.5A 0 480V. 3' 6t8 in 1" C. �3 8 in 1" C. I l of ELECTRIC PANEL "4H" O i COORDINATE BRANCH ° Q I / CIRCUITS & CONTROL '0 • NL �/ I WITH LOWES Q AB)FL A^ QO N0.28050 OI I ENGINEERING DEPT. v�' j' r AB )FL Q�°� 11 II 3 1 1 (NQ INDICATES THIS o' •� / �� LUMINAIRE SHALL BE ° Bc II FED FROM A NIGHT 18 LIGHT CIRCUIT (TYPICAL) 6 O it AllO o �. PANEL N0. 4H. � x / r 19,21,23 n 8.9A 0 48OV. 3 / ' 4H. 22•, 24 / I,I 9A. 0 48OV. 1 �� r NIGHT LIGHT CIRCUIT I- I� I I I I! \�/ I • // O, it 6 #8 in 1" C. / O Q , \ \ -- L N0.8799 I / NL I I 1N AB / / /� • �O� 4(,h� ANDOZZI I PIP m / / S I I W 5#8in 1" C. 1� TO ELECTRIC PANEL #4E -- m OR 4H AS DIRECTED BY LOWE'S � N p � r r , SIGNS CTURE MOUNTED � 'ySJ,z� F � � �' SWITCOHA BFUSED D IN NEMA3RENCLOSURE PROVIDE63) 20A CARTRIDGE FUSES O 3g 3,B 1 cTj 6s 8 S ti sr26n�8 �x COORDINATE SIGN LOCATIONS WITH ROE RS TO',PLOT PL&A WITH NAINEER. r � o x CL&P N0.8578 sSsA� x ,/ III f ) 1A� ", ROAD SIGN a�/ C. LT. PART. 4E-20,22,24 Z' ' y N/F HOME DEPOT USA, INC. �25k° ..n°E w 2. RE -ROD FOR STEEL POLE FOUNDATIONS IS 8#5 w ! VERTICAL BARS WITH #3 CIRCULAR TIES EVERY 12". o O in I N O o -- MAKEUP ALL WIRING SPLICES WITHIN POLE HANDHOLES. 00 z PROVIDE TWO OR THREE IN LINE FUSES SIZED FOR 0 LIGHTING LOAD. a OZ Cn Ofo POLE BASE OR BOLT NUT COVERS x / x USE DOUBLE ANCHOR BOLT, NUTS, :D w �^ AND COMPOUND THREADLOCKER kL1k /. /�•• J N Q I SEAL �� ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER I N �- - ----- CONC. LIGHT FOUNDATION i I FIN. GRADE BOO. 8 2I°� ji T r- LIGHTING INV I ESt 1.25" PVC, XHHW, CU �----- ' g22 ` j_ _ -► ADJACENT LIGHT POLES a � o t _ - \ 1. Site ,,ghting distribution panels & control apporarus is to be within the building's electric service areas. �I� - - SLEEVES AS REQ'D Refer to building electric plans. EACH POLE IS TO BE GROUNDED - - - i►I 24"DIA.�, STUBBED TO 1 " ABOVE FOUNDATION TOP. WITH #8 BARE CU WELDED TO 2. Conformance with Town of Mon:hester and South Windsor, NEC and with contract 5/8"x 10' CU CLAD ROD. documents is the besis of the work. Coordination with all parties is required. 3. Site lighting includes the provision of twentyeight new tight poles and fixtures with ELEVATION _ all associated apparatus. Control apparatus & panels are to be provided by Lowe's Building. _ WIRING SYMBOLS DESCRIPTION } #- 4. All ware s copper, XHHW Insulation 5 #8 in 1" C. 1" CONDUIT WITH 5 8 XHHW CU with 1 schedule 40 PVC conduit, n vegetated areas, LIGHT POLE P under sidewalks, and schedule 80 PVC in paved areas subject to vehicular traffic, buried 24^ 1H-43,45 TO PANEL #1H AND FED WITH min. below finish grade. NTS 1H-47,49 CIRCUIT NOS. 43,45,47&49 5. Provide two 5A, 600V fuses, per .1000W fixture, and two 3A, 600V fuses per 40OW fixture 11 p break away insulated fuse holders which are to be located in poles. 6 Handholes not shown, shall be quazite with gasketed lighting loge• cover, watertight cs requr-ed by N.E.C. 1 I 7. All wire junctiors ar terminations are to be made in light poles or handholes using NOTES: waterproof methods with heat shrink insulated products. I 8. Contractor required to locate and avoid all utility Conduits. Damage to other utilities shall 1). POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 41I ^ be repaired without additional costs to owner. of rnr lrpr-TC- ❑Acr TTr)or zn" rlLUAD nr ri loo �Ar r iI ir,ii r-cC' n„l lI nMIA !• - rr� kl,�\ IL�. VViY���L�L lJI"1JL �v uL Jv �.Lr,n VI �.uno rh1l..0 `VIVLCJJ VIr"1CrCVYIJC VVItU). �b 9 Lighting shall be rotated and aimed per direction of engineer during illuminance 3). ALL WIRE TYPE XHHW CU. I measurements and operational testing. p 4). ALL BURIED CONDUIT IS SCHEDULE 40 PVC10. L;ght pole foundations along retaining wolls are to be tied into wall per direction of engineer. 5). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIRECTION. 111 11. Lighting control shall be photo electric, (dusk) turn "on" and time clock turn "off". Time 6). TEST ALL WIRE WITH INSULATION TESTER & PROVIDE RESULTS TO PROJECT MANAGER. / control is as directed by owner. 12. Lighting structures, poles and foundations are to comply with requirements of AASHTO Standard Specifications for Structural Supports to Highway Signs, Luminaires and Traffic Signals. NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: o CHIEF DESIGNER: FUSS & I07q]MU INC. Consulting Engineers cl REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 a SURVEY (860) 646-2469 SITE - sTRucTURALELECTRICAL NORTHERN HILLS, LLC JC I- - -- - LIGHTING PLAN ' :r C�i 8/13/99 NOTE: -� REVISION DATE: © /124 3/99 FINAL DEVELOPMENT PLAN THERE IS A DIFFERENCE IN ELEVATION z s Lit 3/18/99 ,1 4/12/99 � 11/22/99 BETWEEN THE PAVED AREA AT THE TOP '& BOTTOM OF THE RETAINING WALL Q - J 3/30/99 7/30/99 L8 12/07/99 MANCHESTER, SOUTH WINDSOR CONNECTICUT w d DATUM: H: V: _ __ JOB NUMBER PHASE,. DATE SHEET N�.20 E a- SCALE: 1 = 60 96-481.A10 945 2 11 99 I I I j II MATCH LINE SEE SHEET B I Il [• �� 3PG ,-/II F♦ �� QR L -' ' M ►I, a!v�y ,' ,,,✓'— ��� QR 40 G i ° I ' _ 2 CL&P MI ° � , •\ ���' �-/ FI -I� WW IN ISLANDS � j �} , NO.28051 i ty6L)IV LP u + II FP� IVa �I, I� ----- ------�+-- --- - , FIP I -- • r 1 3PG i MI 3PG 3PG ✓ � , 01 TC ° I 51VII Pml ° I / TC { ° I /OI i I No.28o50� ° III o' • ( P TC ° VM 1* I c� • a � �� ,,� 4 'II Q LP� MI AC �l L.Ljl1• I i� ! TCIle FK o ° 1IIIr MI p `i it II II , w TCvm \ s J _ QR , ) np CW AC ® i 3PG i QR ,' P TNo.8799 I� , ISLAND INNIGA TfUN 0/� /' %/ ,•�./ ---,'' I i Q SEE IRRIGATION NOTES 3PGLP 5CW IF OR 1 CW IV TC ---� 3PG I ° ° 1 { p o IV 1, QR / IV I J CW ®I I- -- - - - - - - - -- 0R In (PN) LAj 8D(jw) / �T ) TC TC - Ik CW PB I I FINE LAWN PC SWEET PEA SEEDING PB 5' PW 120 TOTAL), T*PICAL I , � PC I 5PR STEEP 5 OF SEED MI• I P�.�.-r_' 10SA LIGHTING LEGEND G i 11 � 1� � P 7 I' LIGHT POLE E T: 5 8 GG N C I PF `� .� OR TREE EX� T. STUB � / / I LP - LIGHT POLE LOCATION, SEE SITE I / LIGHTING PLAN QF� / 'all 5PR I , TYPICAL ISLAND 8 TOTAL PC � nQR j'/ _ SCE) /. G I-E73 i i i i - 40 0 40 80 120 SCALE: 1 " = 40' I PLANT LIST CD NO. BOTANICAL NAME COMMON NAME SIZE SHADE TREES FP 28 FRAXINUS PENNA. PATMORE PATMORE SEEDLESS ASH 3-3 1/2" CAL PB 25 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL OR 20 QUERCUS RUBRA NORTHERN RED OAK 3-3 1/2" CAL TC 20 1 TILIA CORDATA SALEM SALEM LINDEN 3-3 1/2" CAL GT 30 GLEDITSIA T. SKYLINE SKYLINE HONEYLOCUST 3-3 1/2" CAL EVERGREEN TREES PN 24 PINUS NIGRA AUSTRIAN PINE 5-6' HT PS 70 PINUS STROBUS EASTERN WHITE PINE 5-6' HT TN 130 THUJA 0. NIGRA ARBORVITAE 5-6' HT FLOWERING TREES AC 15 AMELANCHIER CUMULUS CUMULUS SHADBLOW 1 1/2-2" CAL CW 10 CRATAEGUS WINTER KING WINTER KING HAWTHORN 1 1/2-2" CAL MI 15 MALUS INDIAN MAGIC INDIAN MAGIC CRABAPPLE 1 1/2-2" CAL PC 10 PYRUS C. CHANTICLEER CHANTICLEER PEAR 1 1/2-2" CAL SHRUBS CA 20 CORNUS ALBA ELEGANTISSIMA VARIEGATED DOGWOOD 2-3' HT CS 46 CORNUS SERICEA FLAVIRAMEA YELLOWTWIG DOGWOOD 2-3' HT FS 40 FORSYTHIA SUSPENSA WEEPING FORSYTHIA 2-3' HT IV 65 ILEX VERT. SPARKLEBERRY SPARKLE WINTERBERRY 2-3' HT JC 10 JUNIPERUS C. HETZII GLAUCA BLUE HETZ JUNIPER 18-24" SPD JW 75 JUNIPERUS KAIZUKA JUNIPER TORULOSA 2-3' HT PG 90 POTENTILLA F. GOLD FINGER GOLD POTENTILLA 15-18" SPD RM 30 ROSA MEIKROTAL SCARLET MEIDILAND ROSE 15-18" SPD VM 35 VIBURNUM P,T. MARIESII MARIES DOUBLE FILE VIB. 2-2.5' HT GROUNDCOVERS SA 100 SEDUM AUTUMN JOY AUTUMN JOY SEDUM QT. POT PR 100 PHLOX SUBULATA RED WINGS RED CREEPING PHLOX QT. POT PW 120 PHLOX SUB. WHITE DELIGHT WHITE CREEPING PHLOX QT. POT FINE LAWN SEED MIX: KENTUCKY BLUEGRASS BLEND (3 VARIETIES MINIMUM) 50% PENNLAWN FINE FESCUE 15% SEEDING RATE: CREEPING RED FESCUE 15% 10 LBS/ACRE PENNFINE PERENNIAL RYEGRASS 15% WHITE CLOVER 5% SEEDING RATE: 5 POUNDS PER 1000 SO FT STEEP SLOPE SEED MIX (3:1 TO 2: 1): EXCEPT AT BUCKLAND ROAD WALLS (SEE BELOW) ACHILLEA MILLEFOLIUM WHITE YARROW 5% CHRYSANTHEMUM LEUCANTHEMUM OX-EYE DAISY 10% CENTAUREA CYANUS CORNFLOWER 10% CICHORIUM INTYBUS CHICORY 10% COSMOS BIPINNATUS COSMOS 10% ERAGROSTIS CURVULA WEEPING LOUEGRASS 10% FESTUCA OVINA SHEEP'S FESCUE 20% LINUM PERENNE LEWISII BLUE FLAX 10% LOTUS CORNICULATUS BIRDSFOOT TREFOIL 10% RUDBECKIA HIRTA BLACK-EYED SUSAN 5% SEEDING RATE: 10 POUNDS PER ACRE SEEDING AT WALLS AND ALONG BUCKLAND STREET & ROAD: 1. SEED SLOPE WITH LATHYRUS LATIFOLIUS PERENNIAL SWEET PEA AT 10 POUNDS PER ACRE. LANDSCAPE AREA REQUIREMENT SOUTH WINDSOR 10% OF 186,816 S.F. INTERIOR PARKING AREA = 18,681 S.F. REQUIRED 23,540 S.F. OF INTERIOR LANDSCAPE = 12.60% PROVIDED MANCHESTER 159 CARS x 20 SF = 3,180 SF REQ'D 3,664 SF PROVIDED IRRIGATION NOTES: 1. ALL INTERIOR PARKING ISLANDS SHALL BE IRRIGATED BY MEANS OF A "DRIP LINE" SYSTEM WITH SUFFICIENT LINES TO COMPLETELY SATURATE THE ENTIRE ISLAND. 2. PERIMETER LANDSCAPED AREAS SHALL BE IRRIGATED WITH "POP UP" HEADS WITH SUFFICIENT DENSITIES TO COVER THE ENTIRE LANDSCAPED AREAS. 3• THE IRRIGATION CONTROL PANEL, A RAIN SENSOR SHALL BE LOCATED ON THE SIDE EXTERIOR WALL OF THE SEASONAL DISPLAY AREA, JUST INSIDE THE FENCE. 4. ALL IRRIGATION LINES SHALL BE BURIED AT MIN. OF 18" BELOW GRADE AND SHALL HAVE A MIN, OF ONE SHIIT OFF VAI VF FVFRY rnO I WFAR FFFT OF PIPING. ALL LINES THAT CAN NOT BE WINTERIZED TO PROTECT FROM FREEZING MUST HAVE 4'-6" MIN. COVER. vyv v 5. A BACKFLOW PREVENTOR SHALL BE INSTALLED AT THE UPSTREAM END OF THE SYSTEM. 6. SHOP DRAWINGS OF THE PROPOSED SYSTEM SHALL BE SUBMITTED TO LOWE'S FOR APPROVAL AT LEAST SIX (6) WEEKS PRIOR TO INSTALLATION. NOT RELEASED FOR CONSTRUCTION _ PROJ. MANAGER: Lj w =CHIEF U DESIGNER: 1,K � FUSS & QINC.Consulting Engineers = v� a REVIEWED I BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 — - SITE STRUCTURAL NORTHERN HILLS, LLC ! APPLICANT LANDSCAPE PLAN cn- -- - — ------- NORTHERN HILLS LLC 1109 ROSE LANE J m (2, J FINAL DEVELOPMENT PLAN REVISION DATE: __ VIRGINIA BEACH, VA. 23451 w c Lp3 3G 4 21 9'J'== �� , BUCKLAND STREET MANCHESTER, CONNECTICUT TEL. N0. (804)422-5566 z in 4,111 /991 L, 7/30/99 k10/ 22f 9 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT w d a DATUM: r: V. JOB NUMBER PHASE DATE SHLE ET NO 21 (A) L� SCALE: 1 40' 96481A1 945 2/11/99 I MATCH LINE SEE SHEET C WL43 WL3 O �11 O 31 \A �� 5CS WL4 WL4IV wL28 \ I w>r5 5RM WET MEADOW IIV 7CA I �.��� I I r / SEED MIX \ I ( WET MEADOW 5RM \ I 1 FINE LAWN �ET q S \ / � ) SEED MIX B 20PB WL�\�� V / WLo f ' mv.,r 8 WIDE FINE LAWN SNOW SHELF $ 60 ,�,r`� ° °° ° . \ / / lid / l wv �Z�S — — �� / � ��j � w,t2e / IV / l _ 5RM A B / 1 On ° s to PB I V DETENTION BASIN V / _ ME�— --� 1� '�_ � � � P g WL38 I V I V t!` \ / ----- - - - ~+�` `��r' TIMBER GU(D WL \ i/ ° ��� 1,1 ,� - _ - - I �„STEEP SLOPE SEED MIX WL24 O C I -PB - PB �r,D \ O� 5CS 4 i �_ P� O \ Wu0 WET MEADOW SEED MIX O/ I PC FINE LAWN `� \ � PG MINIMUM SPECIES DIVERSITY REQUIRED r 10JC Dr, Oou / I 24PN A n17 \, � V�39 \ k (/ ASCLEPIAS INCARNATA SWAMP MILKWEED �,---- 8 WI D FINE LAWN ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER t/ �M SWEET PEA SEEDIr(G _ ", �SNOW SHELF WL23 CAREX STRICTA TUSSOCK SEDGE / �/�\/1 /„/ A SWEET PEA S DING �', I EUPATORIUM MACULATUM JOE-PYE-WEED G G� o wL„ JUNCUS EFFUSUS SOFT RUSH r U �/' / �► \ IRIS VERSICOLOR BLUE FLAG IRIS r PC ® - 130TN t \\, \� `\\ LYSIMACHIA TERRESTRIS SWAMP CANDLE Q ` F _ - - - I , I SCIRPUS CYPERINUS WOOL GRASS ___ _______ __--- _-- -- � i \ , SCIRPUS VALIDUS SOFT -STEM BULRUSH f- / �/ ` � I I' LP 3PG �! TC ii 1, II i wL22 VERBENA HASTATA BLUE VERVAIN LW �U � 11 FP_ '' I TS F I T --� I ` I I V&i2 SEEDING RATE: 6 LBS PER 1000 S.F = �v %- i WIT S RAVEL'TMTi� � ' !I I MI �% /i p 3PG (6" RAVEL DfrPTH) 3PG p TC �� I I 1 5CS w FINE LAWN 3PG ` -^� � I AC ! � IV �� 75JW � 1��� �� � FP I � �� �� � ��I I � IV IV w12, � wu3 w OI V �� �'ljF ' I�I---� - ri- I V 81 4 z -- --,� 4 I� F I : l I �� I IV FP ­4 I V / .20 AC Wus------------------------- _ ° ° a / I LIGHTING LEGEND — MI �— - j V ° 12 3PG y � _ --• I . -- _ i vM rr T GT GT GT l VM � i° I Iv - -- I 5CS Wu6 _ -t� P wu9 _--- I LP - LIGHT POLE LOCATION, SEE SITE / wuy � � LIGHTING PLAN I �' ♦ LP MI VM 1 .. �.. .... I 31PG - STEEP SLOPE I TRUCK WELL 3G I �, SEED MIX—,,,,,. 5M1 ; ' �� ° z w I I PG ' O IV I �M I QIV IV � __ �C * \ o j O N x-----� = x x x—x—x—x—x—x —, (V '`� METER LOCATEDX. I I� __ \ 8' WIDE FINE LAWN / — r t MI VM I I J I INSIDE OF BUILaING ° ''� :,• G T GT GT G _ AC 4PS SNOW SHELF r' X °' -_ GT i8 �� STEEP SLOPE J �t vM I AR A ° I ,i ♦ \ SEED MIX f OPEN x I ✓M I ' V li O MI PI 1 C W I �� I 5CW II I I V II I ��I W CW , { I z I - vM JI VM VM 6 J VM 1-D-W<�' -_ VM AC CL&P ; VM ! NO.2805 G8 VMVm ° I. I;II [w) VM �I vDm I° L FINE LAWN IN ISLANDS I ( 3PG ♦♦ \�� OO A AC '= r ''' I • ° ! I (TYPICAL) 3PG ♦ �� AC / �' / � I ' COVERED AREA ,� ..�.� l��r FP w 10TCC�f • o a,. \ �I -- --- I I - 3 G - �� 8' WIDE FINE LAWN --- -�-c� •. M I I i T ♦\q S �-'- �~ RECEIVING SNOW SHELF 07 a• �'�- I v /' I I I 3PG ..TC ! FP P T 8' WIDE FINE LAWN l � GT -- — - -_ _- -- GT GT / TC __-_- _ 3P TYP SNOW SHELF GT iT SEASONAL DISPLAY AREA ° • LO \ GT GT GT ' % y LIMITS OF IRRIGATION IRRIGATION BAGKFLOW PREVENTER LOCATED CONTROL - ° \' SEE (IRRIGATION NOTES INSIDE OF BUILDING PANELpn ■ 3P,G'I vy j 1 3P •��' • � \ `, - I 3PG /MI �i` P • MULCH BEDS--, FINE LAWN - \ 1 ' \ \ FP • \ WU 03 ' • 1 � WL102 + - \ • ! T Wu0 - �� G G_ T T -- GT GT GT_ t I L O... FF .;.. ,H, EFT ?1 FOR Mrrrm- LOCATED ��'i . s 4 � � � I _♦ , //n i r� FP /"/"� _-'/ — i- INSIDE of BUILDING • ENLARGMENT AND �. \\� /- �"�I QR TYPICAL PLANTING \ !� O NOT REL ST'JCTION MATCH LINE SEE SHEET A PROJ. MANAGER: C`' �J CHIEF DESIGNER : B h; FUSS & 07M T , INC. Consulting Engineers REVIEWED BY DATE ­j I _2 V i D- :: no 1.46 HARTFORD ROAD; MANCHF;TFR (-nNNFnTInI1T nF;n4n v) SURVEY ----�--- -- - - `� (860) 646-2469 SITE - STRUCTURAL — - I NORTHERN HILLS, LLC LANDSCAPE PLAN o - LT— r-InI A I r\r-\ ir-i t_\nh Ar_N1_- MI ANI r IIVHL U� V�LVr'IVI�IV i t'L/�IN _- REVISION DATE: APPLICANT w z BUCKLAND STREET MANCHESTER, CONNECTICUT �;, /so /99'•A4%2 ` 9A8 13 9`a -40 0 40 Bo 120 NORTHERN HILLS LLC —� Q Q BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT �4/ 2 99 L17/30 99 9/24j9` 1109 ROSE LANE z DATUM: H: V: JOB NUMBER PHASE' DATE SHEET N O 22(B) VIRGINIA BEACH, VA. 23451 SCALE: 1 ' = 40 LLJ L SCALE: 1 = 40 TEL. NO. (804)422-5566 96481A1 945 2/1 1/99 i 6CA y 1 / N'L34 / / 0 WET MEADOW SEED MIX I STEEP SLOPE SEED MIX MATCH LINE SEE SHEET B -40 0 40 80 120 SCALE: 1" = 40' 7CS 00 Q_Q 0 UV ✓i 71 V 0 IV / WL30 IV 0 IV 0 @ DETENTI?iz_i_45IlN NO.21 7CS 1 Y& 1 / L3� 51V WL2 Wu I� PR_O_J. MANAGER: JJG T CHIEF DESIGNER: BK W U Ld I REVIEWED BY _ (U, (J' t- SURVEY SITE ---- -STRUCTURAL --- M o-- 1 v) APPLICANT m - REVISION DATE: NORTHERN HILLS LLC L o �q10 22 - `3v, 1109 ROSE LANE Q g L� VIRGINIA BEACH, VA. 23451 z z 4 TEL. NO. (804)422-5566 � a DATUM: H: L,_ SCALE: 1 = NOT RELEASED FOR CONSTRUCTION ft - DATE .i FU&S & QWERL INC. Consulting Engineers O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 J (860) 646-2469 mmo NORTHERN HILLS, LLC _- LANDSCAPE PLAN FINAL DEVELOPMENT PLAN 0 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT V: JOB NUMBER PHASE' DATE SHEET N023(C) 96481A1 945 ' 2 11 99 ❑ JF- -.-.-m j, _— — — — — — — — - i LP LP 1 8' WIDE FINE LAWN \ SNOW SHELF \ 1 /l 9— i �j \ FINE LAWW"IN'- I \ \ (ETYMA Q \ r� \ o \ co v \ j \ J ` \ \N� SJ � \ \ r� v 47PS '1 -l+u u 40 80 120 SCALE: 1 " = 40' — i I — � I `\ I L .y ro LL- Q Cb n 0 ws- NOT RELEASED FOR CONSTRUCTION 3 I PRO_J._MANAG_ER: -I.'�=;__ =CHIEF DESIGNER: g� — w Ld O Consulting E FU� & OM. INC. ngineers REVIEWED BY I DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 w g d - - - (860) 646-2469 S TEVEY — STRUCTURAL -` NORTHERN HILLS, PLC -- LANDSCAPE PLAN ro m Lo REVISION DATE: 12 FINAL DEVELOPMENT PLAN L APPLICANT NORTHERN HILLS I I C z I c BUCKLAND STREET MANCHESTER_ rnIVNFrrlrl IT m n 3%•22/991 J JzL ,,_ _ ._ _, 1109 ROSE LANE z BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT D VIRGINIA BEACH, VA. 23451 W DATUM: H: _ �/: JOB NUMBER PHASE' DATE T TEL. N0. 804 422-5566 - a SCALE:---- 1= 40 96481 Al 945 ! 2/1 1 199 'SHEET N O . �3, (p) N T 20C 185 180 165 I s m X w WALK - ' L. J . i i i i O O O i J r III � SVOpti r ' GO - X w r _ r r r SFCTION "R Lij �� z _ Li - - W - - - --- ---- » - r LLJ WALL A" r - r ----- --- -- --- ---- --- - - U NOT RELEASED FOR CONSTRUCTION — PR_OJ. _MANAGER: m w Lu ; CHIEF DESIGNER: -' U&S & MULL INC. Consulting Engi - Q I REVIEWED BY DATEmvQ. 14R HC;PTFOPn PnAn AAAN(`HFCTFP nnN]M'`Tlr.I IT n6n. i _ 5' WALK {1 I SURVEY (860) 646-2469 Q- �_ :. SITE -,r - -- - -- - - - -- ----- -- -- --- •. c, —- --- - --- STRUCTURAL i _-- NORTHERN HILLS, LLC m n ----- -- - I —� --- t-N ('1 !1 e— � e-% t" /1 T1 /,% A I n ff A 9f A A 1 r-N ff n f9 -- - 30 35 40 45 50 55 60 65 70 ;7S 80 85 90 95 100 105 APPLICANT NOTE: NORTHERN HILLS, LLC FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS 1109 ROSE LANE 3451 REFER TO LAYOUT PLAN, DO NOT SCALE FROM CROSS SECTIONS. VIRGINIA BEACH, VA 2- TEL. NO. (804`422-5�66 20` 200 180 205 19 rI 185 nRIVF r-� D r I r-) r'� --7 r*) i— I U U F\ F L, 'Z-U / . ZO I 1205 I U IN 7 < 0 ry C) < WALL A'� (D M LLJ N1 OT [ICI CA C r-r% r-f-N r"� 11 �-/ i- -u rum UUIN3INUUIIUN L'It < 1 ""for PROJ* MANAGER: SIDEWALK—'—- CHIEF DESIGNER: :I --- FUSS ONEML INC. Consulting Engineers REVIEWED BY DATE O SURVEY 146 HART�-ORD ROAD, MANCHESTER, CONNECTICUT 06040 CC) SITE (860) 646-2469 p A L f ;uu I u STRUCTURAL 4 NORTHERN HILLS LLC 70 -) -7 r:� Q of —0 6 0 0 3 8 :�: - -- - /-, -ri /-\ K I r-1 F tN 0 n C� (7N C- r r-% -D U ANU --L)" Lj APPLICANT NOTE: Lr) NORTHERN HILLS, LLC REVISION DATE: FINAL DEV x ELOPMENT PLAN -z FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS 1109 ROSE LANE � ZL 3/30/99 1 9/24/99 p BUCKLAND STREET MANCHESTER, CONNECTICUT ,234511 I ZL ,,,,',30 /99 < z z�l 0/22 /99 6BUCKLAND ROAD REFER TO LAYOUT PLAN, DO NOT SCALE FROM CROSSVIRGINIA BEACHVA SECTIONS. 7 L-I L DATUM: H: V: -- SOUTH WINDSOR, CONNECTICUT L. NO. (804)422-5566 1 a- JOB NUMBER PHASE' DATE E a- SCALE: 1'= 5' 96-481A1 945 2/11/99 I SHEET NO-25 OF 200 200 Lli J - m / i U X / W . i / / / i / / / / 7 5 ----- Q/ '-L / / Q W Q = w "NALL „A„ �- W �0 - m " w W U < I NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: _ --- _ - - _ - _ CHIEF DESIGNER: �r�r INC. Consulting Engineers FUSS & O'NF.IIsL ro REVIEWED BY DATE 3.O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 m SURVEY (860) 646-2469 , SITE --- --- — - - -- ------ ----- -- -- ----- STRUCTURAL - - _ _ -- NORTHERN HILLS, LLC _ z0 2� 30 3 �u 4 5C 5 �� C 70 75 80 8u �5 �0 105 �� --- --T---____-- �;KUJ� bLC; i APPLICANT z v = REVISION DATE: FINAL DEVELOPMENT PLAN NOTE: NORTHERN HILLS, LLC X v 330199 BUCKLAND STREET MANCHESTER, CONNECTICUT �, i;_i FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS 109 ROSE. LANt a 9%24/9906 - -- VIRGINlA BEACH, VA 2345�(� z � 7i30/99 L10/22�99L BUCKLAND ROAD' SOUTH WINDSOR CONNECTICUT REFER TO LAYOUT PLAN, DO NOT SCALE FROM CROSS SECTIONS. ` 2 D SCALE: H: _ 5 V JOB 96N NUMBER PHASE' DATE TEL. NO. 8��41422-5566 u, I --�--' - - - 2/ /99 SHEET N 0.2 6 OF i -- � TR DRIVE Fife. FLOOR EL: 207.25 -o H SECTION G ry Z - ' J / Q w WALL „A„ i --- -- -- W �' U 4' WALK Q - FIN. FLOOR TR DRIVE EL. 207.25 - 205 o - 0 Z m 0 X Li — F-- W w _ 180 ry J�U IIuI`J 1-1 - w Q UNOBSTRUCTED SIGHT LINE ZONE _1 WALL „A" i - m w - - iNvi RELEASED F VR UUIN3 I RUC T IVN u PROJ. MANAGER: --r CHIEF DESIGNER:. — - ---- FUSS & O7*4131 L _ 4' WALK � - � - - - _ - - _ . - - - __ _ _ - _ - - _: - _ ___.._.___- - _ INC. Consulting Engineers I REVIEWED BY DATE SURVEY ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 Y, (860) 646-2469 m - � Q' SITE --- -- „� J STRUCTURAL NORTHERN HILLS, LLC 1 J ff 9f 99 9f 2 � 5 40 60 � ?o 5 90 9� ,00 o�-------- --- CROSS SECTIONS G AND H APPLICANT REVISION DATE: FINAL DEVELOPMENT PLAN NOTE:_ NORTHERN HILLS, LLC xi 1109 ROSE LANE '\ 31 3�/JJ u y%24/99 BUCKLAND STREET MANCHESTER, CONNECTICUT FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS Q 0 7/30/99 �10/22/9�':r_, BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT VIRGINIA BEACH, VA 23451 z REFER TO LAYOUT PLAN, DO NOT SCALEFROM CROSS SECTIONS. JI4 DATUM: H: V: _ JOB NUMBER PHASE DATE TEL. N0. (804)422-5565 SCALE: 1 = 5 96-481A1 945 I 2/1 1/99 J H E ET N O. 27 CI F 20 20 19 LLij ry I-- (/) 185 180 Engii UT 0604 I 1:-'IV)ISITE STRUCTURAL- _t "NORTHERN HILLS, LLC J — 200 195 190 185 180 210 205 200 190 leers 0 .__ 25 5U 55 40 45 50 55 60 65 70 75 80 85 �.KU�J J)LU I IUINb I J K ANU L NOTE: APPLICANT 1- LJ ( ____� REVISION DATE: FINAL DEVELOPMENT PLAN FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS NORTHERN HILLS, LLC 11.09 ROSE �E LANE x w 0 3 30, "9 1 0 9�24/99 C� ---� BUCKLAND STREET MANCHESTER, CONNECTICUT REFER TO LAYOUT PLAN, DO NOT SCALE FROM CROSS SECTIONS. V►RGINIA BEACH, VA 23451 Q w A 7/30/'99 �10/�2/99 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT TF I NI l 1 i 1 1 L{. I % — �i �i ci DATUM: H ✓: ----------------- ---- -- —. Joe NUMBER ;PHASE' DATE r r —r a , r1 rl r. r— _ A� "` I ISCALE: 1"= 5' 96-481A1 945 2/11/99 PubL I INU.L0 Uf- 4k,) UNOBSTRUCTED SIGHT LINE ZONE FIELD OR RED STONE — — — — — — — — — — — --- — — — — — — — - ENTRANCE WALL — — — — — — — — — — — — — — — — — — — — — — --- - Ld cn DETENTION BASIN NO. I n .0 4' WALK FY n WALL "D" SECTION M, (SKEWED TO BUCKLAN6 ROAD) SCALE: -1"= 5" 16- 170 LAND POA[, LINE L, 00ovc ENDWALL, NO. 36 24" PIPE 20t� SCALE: 1"= 50' HORIZ. 1 5' VERT. 2+00 3+00 8+00 230 /25 220 205 1 R Fj silting Engineers INECTICUT 06040 SITE STRUCTURAL NORTHERN HILLS, LLC +0(111 10+ jLl 11+0< 0 CROSS SECTION, PROFILES, SIGHT LINES APPLICANT Ld 0-- REVISION DATE: FINAL DEVELOPMENT PLAN NORTHERN HILLS, LLC x A � 1 Z3 5 L�j Li, 2- ,/l,,' - - -L / �3/99 JA 0/22/99 BUCKLAND STREET MANCHESTER, CONNECTICUT 1109 ROSE LANE 1 A- , — 7--- VIR(SINIA BEACH, VA 23451 L'i �<1 -) / I L±� Y/24/99 jzM UUUNLAINU NUAL) �iUUIH WINIJ�;UH, UUNNEC]ICUI * DATUM: H: V: JOB NUMBER PHASE; DATE TEL. NO. (804)422-5566 i SHEET NO.29 OF SCALE: 1 jp=5't 96-481AI 945 2/11/99 » » NOT RELEASED FOR CONSTRUCTION SECTION0 1 IPROJ. MANAGER: y CHIEF DESIGNER: WIFQ130 FUSS & ONElU INC. ConsultingEngineers, REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 _ SURVEY I (860) 646-2469 90 80 EO 30 30 20 NOTE: FOR LAYOUT DIMENSIONS OF CURB LINES, SIDEWALK, AND WALLS REFER TO LAYOUT PLAN, DO NOT SCALE FROM CROSS SECTIONS. SITE STRUCTURAL— _- NORTHERN HILLS, LAC J o -- ------ CROSS SECTIONS "N ", "0", AND "P" -- --- - APPUC;ANT Lij FINAL DEVELOPMENT PLAN ' NORTHERN HILLS, LLC x REvisloN DATE: BUCKLAND STREET MANCHESTER, CONNECTICUT 0 3 %30/99 �10; 22 %99 0 ,, �„-r- �,� VIRGINIA BEACH, VA 23451 1'..i z BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT = ° 9., DATUM: JOB NUMBER PHASE 96-481A1 945 2/11 /99 SHEET N O.30 OF TEL. N0. (804)422-5566 w a SCALE: 15� „ N 1'-60„ 71„ 2-#4X4. TOP OF I ,-'RE CAST CONCRETE UNIT / ADJUST FRAME ELEVATION_ WITH CONC. BLOCKS OR �- BRICKS, 6" TO 12" 3 5 8" ALL JOINTS TO BE VIINILU LI GRADE SECTIONS 4,'..FONC. CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR 2' MIN. OR EQUAL) 3500 PSI i j " 8 6" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP FRONT ELEVATION SHALL BE 2'-0". 2. 'WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5 TYPE "C" CATCH BASIN - NOT TO SCALE NO. 4 4" PERFORATED CLEAN STONE FILTER. 1 PIPE EACH WALL CLEAN STONE FILTER. 1 PIPE EACH WALL CATCH BASIN- APRON FRONT ELEVATION TYPICAL ON ALL SITE INLETS 2- #4x4'-O" LONG (TYP.) 2 PRECAST CONCRETE UNIT ` 16 N I'-1 1• �g1(.�Rkt Tlb lS 12 ALL JOINTS TO I POINTED FLUSH PRECAST In.VIVIn,RE I E QR CONCRETE MASONARY U PRECAST SLUMP OR S (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSH /-STONE NOTES: 4'-4" 1. MINIMUM COVER OVER TOP OF SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES n\(-a 1n' ww,-w Ic 1,)" FnQ Cnr\InL?rTG' L.v J VI J -D VI\ VVIY`,1\LIL BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. _ TYPE "C -G" CATCH BASIN NOT TO SCALE 2- #4X4' - 0" LONG (TYP.) 8„ (MASONRY FRONT ELEVATIOI' F-B TOTAL HEIGHT OF END WALL BASE IN(;!I)E DIA. nF PIPL S - HEIGHT OF SLOPE ABOVE FLOW LINE AT FACE OF WALL MIN.= D-I-2 L - LENGTH OF WALL= 3S+D S4X9.5 5/8" HOLE' S 7' - 4" UNIT BE & FULI .. X„ rm/Amt k]TP.) DETAIL "A" SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LCAD,NG. 3 WALL THICKNESS FOR STRUCTURES OVER 10' HIGH ;S 12" FOR CONCRETEE BLOCK UNITS. INSiDE DIMENSIONS REMA+N THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C' CATCH BASIN DOUBLE GRATE TYPE 11. NOTTO SCALE DIMENSIONS FOR ONE ENDWALL BASED ON S = D + 2 D I S H L BATTER + B _ 15' t 1'-5" I 4'-9" I 5'-6" 1 2 1i2" 11'-11 7/8" 18" 1'-8" 5'-0" 6'-6" 2 1%2" 1 Z-0 1/2" 24,' 2'-2" 5'-6„ 3'-6" I G 1/4 2-I 3ju 30" 2'-8" 6'-0" 10'-6" 2 1/2" 1 2'-3" r- 36" 3'- 2" 6'-6" 12'-6" 3" 2'-7 1/2 42" 3.-6„ I 7'-C" 14'-6" 3" 2,-9" 48" 4'-2" 7'-1,' 16'-6" i 3" 2'-10 1/2' STANDARD ENDWALL .-FAARANIVKAF'K:T -1_ 7-1 #4 TE BARS @4" !NTO ENDWALL 1 '2" KEYWAY 8'� 8' FOR 15"-24" PIPE 6" PROCESSED AGGREGATE to' FOR 30`'-43' PIPE SIDE ELEVATION I� 1 D - - 5S - y I 1" BEVEL -ALL EXPOSED EDGES 4 BARS C 18' EACH WAY 1 2"(MIN.)RIPRAP 6" PROCESSED AGGREGATE BASE FRONT ELEVATION RIPRAP TV BE 'SIZED ACCORDING TO THE CUTLET VELOCITY AND SOIL TYPE APPLIES 9„ LONG ADJUST FRAME ELEVATION WITH CONC. GRADE SECTIONS :L I -BEAM 3'-6" LONG IMP OR SLAB 3500 PSI )NE SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. (6" TO 12" MAX.) CONC. GRADE SECTIONS STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL - PRE CAST CONCRETE OR CONCRETE OR BRICK INVERT. 6" 6" OF CRUSHED STONE 38" $" DIA. HOLES FOR BARS 5'-2" LONG (TYP.) 2-#4X4' - 10" LONG (TYP.) PVT. CROSS -SLOPE CAST CONCRETE UNIT 10 � 6" 1'-81 8 3„ 1'-8 33„ 1 2"- - t ,- 1 3' - 1 p" SEED AIL • " B " 4t F -TOP OF FRAME APPLIES #3 STIRRUPS ® 9" 3 - #4X4'-O" LONG ADJUST FRAME ELEVATION WITH CONC. GRADE SECTIONS .EL I -BEAM - I ral 6" LONG Z 1 L JOINTS TO BE LLJ 1" 10 13/16" INTED FLUSH & FULL > /1 8' R ;AST CONCRETE OR _ _ I MASO UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 5 916 ' FOR 2" DEPRESSION FRONT ELEVATION 16 SIDE ELEVATION 5 FOR 1" DEPRESSION 32" NOTES: 1 3 1 1. MINIMUM COVER OVER TOP 0, PIPE 3 2 " X 8 " (TYP.) 4' SHALL BE 2'-0". NOTE: USE C-L GRATE FOR A TYPE -L. 2. WALL THICKNESS SHALL BE DOUBLE GRATE BASIN SUFFiGENT TO MEET HS 20 LOaDIN , 3. WALL THICKNESS FOR STRUCTURES S4X9.5 OVER, IQ' HIGH IS 12" FOR CONCRETE BLOCK. UNITS. INSIDE DIMENSIONS 1 1 REMAIN THE SAME. 2" DEPRESSION 4 ' X 2 ' BACK UP STRIP 4. ALL PIPES SHALL BE CUT FLUSH WITH TACK WELDED TO FRAME 1 1 ;NSIDE WALLS I- DEPRESSION 8 " X 2 " BACK UP STRIP TACK WELDED TO FRAME DETAIL "B" TYPE C" CATCH BASIN FINISHED GRADE 0 I L 4' -.- 0" ` I ^ !O n. T ° w I- O z w w Ln NOTES: 1. MINIMUM COVER OVER T!-P P!�= _ SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SI_IFFIC!ENT TO MEET HS 20 LOADING. WAI I THIC KNIF-c;� Fnp VTR Ir'TI IRFC, nVER 10' .HIGH IS 12" FOR�CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4 . ALL PIPES SHALL BE CUT FLUSH W!TH IN`�IDE WALLS. STIn R m NAANHnl F NOT TO SCALE AFPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE \It0(`II\II/\ QEAe-LJ \/A ') ZA r- 1 V II\VIINIt-N ULh\l./i I, Vh1 LJ`t.-J I TEL. NO. (804)422-5566 DOUBLE GRATE TYPE I NOT TO SCALE " 1' - 6a" 1' - 6e" 7,i" f I I I I 6" OF 3/4" CRUSHED STONE _--PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION 1" CONC. GRADE SECTIONS r MEN ALL JOINTS TO BE -POINTED FLUSH & FULL PRE CAST CONCRETE OR N PRE CAST SUMP OR SLAB OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED) 4' N;DTES: - 1, MINIMUM '_OVER AVER TOP 1- P -- SHALL BE 2'-0". t c FRONT ELEVATION WA�L THICKNES SHALL BE SIDE ELEVATION SUFFICIENT TO. MEET HS 20 LOADING. TI. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE .SAME. 4. AU- PIPES' SHALL BE CUT FLUSH WI I H INS!DE WALLS. TYPE C-L" CATCH BASIN NOT TO SCALE NOT RELEASED FOR CONSTRUCTION 8" (MASONRY UNITS) 1MPACT BASIN J:\DWG\P96\96481\A1\945 IM N` i N jI�E A Bn F R-1 -z �,E 3iv 2 1 7 IJ 1V I VI 14 15 6" 2'-3" _ -101" 6'--1" 2'-6" 2'-G 5 /16" 1'-C 1 2'. 18 0 2-3 3-14 3-C 2-5 1 -3 112 24 9 1 2 3 -7 ' 2 2'- 6 n-" 4'- 0 2 -9 3 16 1 -4 13 i 6 -� 30 1 -0 4'- 6 1'-7 314' 6'- 1 3, 4 5'- 3 -1 1'-6 1 2 1'- 36 1'-3 -3 -?0 8'-1 3 44" 6�- I" 2' / 42 - - -11 " - - 6„ 4 � 7 2'-3 1 - 10„ 48 2'-0„ 0" 2, 2„,-2" �' 'L° 4'-8 1 2" 2'-4 1 '2" 1' -10, P LAN ANCHORED TO CULVERT END SECTION X-X NOTES JOINTS SHAi_L BE TONGUE AND GROJVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM TO PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EX!STINC SUITABLE COMPACTEL MATERIAL OR 12" GRAVEL BASE. SECTION Y-Y END VIEW CONCRETE CULVERT END NOT TO SCALE r� 112' GAL VAN/ZED ` BAR `- MALLEABLE CAST IRON 2' CLEANOUT PL UG DETAIL US FOUNDARY COVER CLEAN -OUT PLUG - -I - - USF NO. 7261 CONCRETE PAD 8'TH/CK x 2'-0' SOUARE BY SITE 17- URL / CONTRACTOA? SANITARY / STORM PIPE CLEANOUT DETAIL F!PE S12E_[ A B C C F F G H JWT RI' RAP IN TONS t� ?C 1 4 1 2'1 1I2 1 6 18 12 8 2 1 i 5 2 4 8 21 13 9 2 1 2 1 112 1' 7 Z 1 2 4 7 17 10 2 1 2 1 1 12 8 2 1 2 5 1 2 3 20 13 3 2 2 6 36 22 16 1 2 2 2 9 1 2 3 1 2 A 4"LOAM & SEED FERTILIZER & MULCH NOTE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF e 5 TO 0.1 SEC' AND ADS OF 0.43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96. NEENAH IV10DEL IN 'I' EQUAL A ID A NI SECTiv N A -A NOTE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC' AND ADS OF 0.4.3 mm TO 0.22mm AND SHALL MEET AASHTO M288-96 A NOTE: THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD ENERGY DISSIPATER NOT TO SCALE BOTTOM WIDTH PER DESIGN FINISHED GRADE 2 DEPTH 1 1 PER DESIGN �a;eea3�a+�=ayc+3,a „a Be a" Wa3 as ea s - ... 12 "sMODIFIED RIPRAP NOTE. STANDARDS GIVEN 1363 " INTERMEDIATE RIPRAP ARE FOR MIN. REJUIREMENT TACTIJAL " FOR STANDARD RIPRAP 7HI KNESS IS '0 BE DETERMINED 8 DESIGN 6" BANK -RUN GRAVEL BASE (D.O.T. M.02.06 TYPE "B" GRADATION) FOR MODIFIED AND INTERMEDIATE RIPRAP. 12" GRAVEL BASE FOR STANDARD RIPRAP. TER FABRIC (SEE NOTE) RIPRAP DITCH NOT TO SCALE CAST I�nr`I TRAP HOODS SHALL BE INSTALLED AT CATCH BASINS NO.13 AND 47. TRAP HOOD INSTALLATION NOT TO SCALE TYP. 151, 16 1 3" _I u cIoo "! C�h w c.� Q cn co r' t\� I I yl 3'-0" ' 15" 16 4" 7 SPACES © 4"=2'-4" 4��l I-1 23" 8 1 l 2 3/8" X 4" BEARING 3/8" X 1 1 2 END BAR / " 5/8" ROUND BARS TRANSVERSE BAR 33 SLOTTED HOLE FOR INSTALLATION OF LIMITS OF PORTION OF BAR TO 51, ix 1 2" END END TRANSVERSE BAR BE REMOVED 16 TRANSVERSE BAR 7/( I 3/8" X 4" BEARING BAR 12„ `5/8" IDIA. ROUND B� OT Nv TES: I 1. FRAMES AND GRATES SHALL BE STEEL. / 3/8" X 4" BEARING' BAR —J 2. STEEL FRAMES AND (RATES SHALL BE GALVANISED IN ACCORDANCE WITH M.06.03. 3. ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES. 4. ONLY LOW HYDROGEN ELECTRODES SHALL BE USED. 5. DIMENSIONAL TOLERANCES MAY BE +/- 1/16". 6. WELDING WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. %. ALL BARS SHALL BE WELDED AT ALL IN TYPE "A" GRATE DETAIL NOT TO SCALE 3'-6" MIN. PAVEMENT I, GRASS INISHED GRADE BIT. CONS. TOP SOIL IIII BASE =iil WARNING TAPE — MIN. 12" IIII! 111 MAX. 24" ABOVE PIPE IIII, SUBBASE III,"ZI IIII SAND BACK FILL OR APPROVED PREVIOUS MATERIAL FILTER FABRIC OVERLAP 00°ter = 6" MIN. BOTH WAY O ,v (SEE NOTE) „ _I Ili MI MI -11111 i— °°° 6" MIN. P.V.C. 1— Oho° C' .JOoo o I--- V o°o°o ERFORATED PIPE i—I i t I I-1— I I —III HOLES DOWN ;-11-1-111=11t NOTE: 3/4" STONE BASIN FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERM'TTIVITY OF 0.5 TO C.1 SEC 0.43 mrn TO 0.224 [)S*f 5 jF MEET AASHTO M288-96. PIPE UNDERDRAIN NOT TO SCALE IMENSIONS FOR ONE ENDWALL BASED ON S=D42 it H L BATTER B INS 7T & INS FT & INS FT " IS & FT FT & INS, 9" 1 1'- 11 - 4 C, -0 i+ _ 5, 7.1 2'-1011 7 u SIDE ELEVATION FRONT ELEVATION ENDWALL NOTE` EXPOSED EDGES SHALL 'BE BEVELED 1" REINFORCEMENT SHALL HAVE 3" COVER STRUCTURES SHALL BE PACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12" GRAVEL BASE CONCRETE STANDARD DEPTH TO INVERT VARIES SEE PROFILES lc- 6' IN. ENDWALL NOT TO SCALE I.D. + 2' 3' MIN 12" MIN. 12" 12" I. D. O_ _. J _C• r O n O O°o PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND '_� COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 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. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE NOT RELEASED FOR CONSTRUCTION cl -j a PROJ. MANAGER: JJG K M` FUSS & OMML INC. Consulting Engineers 9 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 3 mf JO (203) 646-2469 REVIEVVEG P SURVEY S1TE --- STRUCTURAL ----- NORTHERN HILLS, LLC APPLICANT NORTHERN HILLS, LLC 1 109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-556E, �' w ,In :2- Q z v; �2 ----��- --- DETAILS FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER' CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT ---i-- - - REVISION DATE: J 3/30j99 1,1 10/29/99 iv -- ---f-- - -- I� _ r �. ✓: �o Nu1V1r ER I PHASE DATt 96481A1 945 2/11/99 SHEET 71 N 32 _ NOT TO SCALE J:\DWG\r96'\96481 \A1 \945 1 ENV. PLAN T.F. 180.7 T.F 180.0 PRECAST CONC. -, GRADE RINGS GROUT ALL AROUND TOP OF SLAB EL.181.0 1 I I a� L _ �F INLET F.L. 175.1 --- - OUTLET F.L. 175.0 ° 12" SOLID CONC. BLOCK BAFFLE WALL - -2 -6„ 3-12" DIA HOLES SEDIMENT CONTROL CHAMBER SHALL BE EQUAL TO A 3.000 GALLON PRECAST CONC. CHAMBER MODEL NO. ST 5 1/2 X 14-3 AS MANUFACTURED BY'ROTUNDO & I SONS, AVON, CT. u G a a (r 12" COMPACTED GRAVEL BASE --� SECTION A —A OIL/WATER AND SEDIMENT/FLOATABLE COLLECTION CHAMBER NO. 10 CHAMBER NOTES: 1. LOADING - AASHTO HS20-44 4. PROVIDE A MINIMUM CONC. COVER OF TWO 2. CONCRETE - 4500 PSI! 28 DAYS (2")INCHES OVER BARS. 5, BACKFILL SHALL BE IN EQUAL LIFTS AROUND 3. REINFORCING - ASTM A615 GRADE 60 SEDIMENT CONTROL CHAMBER PLAN o c 8.. P 189 2 OUTLET F.L. 189.1 12*' SOLID CONC. BLOCK - I RAFFLE WALL 3-12" DIA. HOLES .-�- 2'-6" ;EDIMENT CONTROL CHAMBER SHALL BE EQUAL TO A 7.000 GALLON PRECAST CONC. CHAMBER MODEL NO. LL ST 5 1/2 X 14-3 AS MANUFACTURED BY ROTUNDO & SONS, AVON, CT. i .. . a J �- 12" 1 '-! ACTED GRAVEL BASE SECTION A —A ALL AROUND �I GF SLAB EL.195.3 OIL WATER AND SEDIMENT FLOATABLE- COLLECTION CHAMBER NO. 39 IA. Y, j PLAN T.F. 202.5 PRECAST CONC. GROUT ALL AROUND - GRADE RINGS _ 2,-6„ TOP OF SLAB EL.181.0 e > 4-- S., PC- OUTLET F.L. 197.66 INLET F.L. 197.76 _- -� 12" SOLID CONC. BLOCK BAFFLE WALL i '^ 3-12" DIA HOLES SEDIMENT CONTROL CHAMBER SHALL BE EQUAL TO A > 3,000 GALLON PRECAST CONC. CHAMBER MODEL NO. ° ST 5 1/2 X 14-3 AS MANUFACTURED BY ROTUNDO & r� C SONS, AVON, CT. ; 1 � r )VPAC`TED GRAVEL BASE SECTION A —A OIL/WATER AND SEDIMENT/FLOATABLE COLLECTION CHAMBER N0. 22 NOT RELEASED FOR CONSTRUCTION APPLICANT rnC-` REVISION �L NORTHERN HILLS, L0; 3/�o/al 1109 ROSE LANE � VIRGINIA BEACH, VA 234`�' z � 4/21/9< TEL. NO (804)422-5566 DATUM: SCALE: _. vvtj\r y0\7 �'`oi \HI \`J41� I` PLAN POST AND 1 MODIFIED RIPRAP NOTES ATTACH WIRE MESH FABRIC. TO POST AND TOP RAIL. TOP SECTION MUST BE REMOVABLE FOR CLEANING. AFL ITEMS SHALL BE GALVANIZED DEBRIS FENCE ENDWALL NO. 33 AND ENDWALL NO. 37 ELEVATION ELEVATION WATER COURSE_ __ — _ _ . _.. . --RF. CPF RAPPED SECTION TEMPORARY DEWATERING DEVICE EML AKllZkAr-KlT - EXPOSED HEIGHT OF BACK OF WALL ABOVE SLOPE TO BE: 7" FOR SLOPE OF 1 1 /2: 1 AND 4:1, 9" FOR SLOPE 2:1 CLASS "A" CONCRETE OR CEMENT RUBBLE MASONRY GRADE AT B0T'0M OF BASIN (Ai v 1u10r KAE-C- 8' a IMPACT BASIN NO. 4 12' MODIFIED RIPRAP SEE DITCH DETAIL -RADE AT BOTTOM OF BASIN 1 /2" STEEL PLATE WITH ORIFICE 7 BOLT TO ENDWALL FACE WITH 4-5/8"X .5" LONG ANCHOR BOLTS. Imo— B - D 1 1 j 2 S WALL AT FOOT OF SLOPE FRONT ELEVATION ORIFICE PLATE ATTACHMENT APPROX. GROUND P IN BUCKLAND R, 300' TO EXISTING C� —_ 5" RCP S= SLOPE 1 1 / 2: 1 8" DIA. HOLE IN PLATE-ENDWALL NO. 44 8" DIA. HOLE IN PLATE-ENDWALL NO. 42 8" DIA. HOLE IN PLATE—ENDWALL NO. 15 4' I C.L_.TOP Or BERM EL 183.2 ,-ONTROLLED FILL 32' 4' ` - -- CHAIN LINK FENCE 6'' i /--EL. 183.2 � CONTROLLED FILL 100 YR. STORV EL- 182.6 iNV 174.0 I I DETENTION BASIN NO. 2 i i --- DEBRIS FENCE ENCLOSURE I APPROX. GROUND_ __ a° ENDWALL NG. WITH 8" ORIFICE PLATE I CONSTRUCT SILT BASIN AFTER TEMPORARY DEWATERING DEVICE IS NO LOivGER Rtl1UiRED E'ER TOWN AGENT. DETENTION BASIN OUTLET STRUCTURE NO. 2 94, °a ° OUTLET NC. iti I SILT BASIN DETENTION. BASIN NO. 1 EL 1 71 0 TORM EL. 68_3 IPvV. 16� u -- - WALL "D" WITH 8" ORIFICE PLATE SEE DETAIL a - — DEBRIS FENCE ENCLOSURE ° INV. 159.0 —� ° 6' DIA.— -- OUTLET NO. 1. \ � N—SILT BASIN I 3 F) F-FF-I\ I TI n (\ I R A C I N I n I I TI C T C TD 1 1(-% TI I D C K I n 1 I (_ONSTRI JCT tiIIT BASIN AFTFR TPUP(JPAPY r)PWA TEPifor LJL_ I L-1N 11%JIN L)f—%J 11 N L1U I L L— I J I I\VV I VI\L I VV. I DEVICE IS NO LONGER RE061RED PER TOWN WETLAND AGENT. I T 12" MODIFIED RIPRAP ON 3:1 StDE ---- SLOPES OF SPILLWAY BASIN N0. 1 SPILLWAY EL. 171.0 BASIN NO. 2 SPILLWAY EL_ 182. �T — 12" MODIFIED RIPRAP SPILLWAY SECTION S- S _6' WIDE SPILLWAY SECTION T- T NOT RELEASED FOR CONSTRUCTION FINISH GRADE AT BOTTOM GF BASIN FINISH GRADE AT BOTTOM OF BASIN J J: DWG\,P96\9648, \A1\945 PIP 0.0.+24" OR 3'-0" tytiN. ROCK PAY LIMIT FINISHED GRADE i BACKFILL PLACED & CCMF'4;_T- U +N '2. LAYERS BLUE WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUtRED IN ROCK CUT AS DIRECTED BY ENG. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3!4" CRUSHED STONE* PLACED AND COMPACTED IN 6" LAYERS NOTE "A" ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RETAINER GLANDS FITTED WITH CUP POINT, SQUARE HEAD STEEL SET SCREWS. ALL PUSH -ON JOINTS SHALL BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT RESTRAINERS. MIN. 1'-6" -- MAX. 2'-0' SLIDE TYPE VALVE BOX Q_ o ` o' •- GRAVEL FILL AS DIRECTED BY ENGINEER WHEN III L-UNSUITABLE MATERIAL IS ENCOUNTERED - CONCRETE THRUST BLOCK )F CRUSHED STONE '7HALL BE USED IN HIGH GROUNDWATER II COND!TIONS A �E^TED BY THE ENGINEER. i UNDISTURBED EARTH ; o TYPICAL TRENCH SECTION (WATER)'I► -- --� li o MECHANICAL JOINT ANCHOR TEE �- STANDARD HEAVY DUTY FRAME AND COVER. �P�. ��- UNPAVED AREAS ANCHOR FRAME / WITH CLASS A CONCRETE -- ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" v 2'-0" DIA. --- 2 COATS BITUMINOUS I~ v WATERPROOFING MATERIAL t•- . z of v - - ----MANHOLE STEPS TO BE CAST IN PRECAST M w = UNIT DURING MANUFACTURE. Z X 0 0 I I z c �1!�z oz oma I O F L. x P.E. STUB STAINLESS STEEL STRAP - (SAN. M.H. ONLY) END OF PIPE SHALL BE CUT - FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON 8" MIN, CRUSHED STONE BASE - -- - - -� - - - - - --RUBBER "0" RING GASKET > OR BUTYL ROPE JOINT SEAL (TYP.) a BRICK LINED INVERT AND SHELF (BRICK NOT REOUIRED FOR STOR BRICK MASON CLASS A COP } I - � SLGP!NG SHELF TO DRAIN / BRICK LINED INVERT (SAN M H. ONLY) - - - - - - - - - APPROVED SEALED JOINT -}-►A F—D 3xDIA. 1 - -�-► A L 4'-DIA I SECTION F—SLOPE ® / �: T SECTION A -A SANITARY SEWER MANHOLE /�-1/8" "Y" BRANCH - RUBBER "0" RING I GASKET JOINT OR BUTYL RESIN SEALANT / �TY�L hLJ _ - 1/8" BEND DROP PIPE 8" MIN. CONC. THREE SIDES - r, - --- --- 1 /4" BEND if I BEDDING MATERIAL - e SANI I ARY SEWER DROP MANHOLE FINISHL 2' ± APPROVED MECHANICAL JOINT FIRE HYDRANT BREAKAWA( FLANGE FINISH GRADE TYP. \ CURB---CONCP,ETL =C)LLAR (,LLr'SS 'A") 12" j MIN 3/4" CRUSHED STONE OR CRAVE, 140n,7 - KEEP MASONRY BLOCK CLEAR OF DRAW 'JNDIST!RBED EARTH - -� \-- - - - SOLID MASONRY BLOCKS �- INDISTURBED EARTH \ 6" MECHANI AL. JOINT RESILIENT WEDGE GATE VALVE UiJvIS T UrieEO EARTH I - SEE NOTE "A" i MANCHESTER FIRE HYDRANT LEGEND - PUSH -ON JOINT NO RESTRAINT PUSH -ON JOINT WITH COVERALL PIPE ---- JOINT RESTRAINERS T - MECHANICAL JOINT WITH RETAINER GLANDS -� -- COVERALL RESTRAINT ON EACH NOTE A - 27' MIN. RESTRAINED LENGTH FROM ALL JOINT OF A 1­1!DRANT !-= MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) SEE NOTE A 1" OR 2" DOMESTIC SERVICE TYPICAL T WITH DOUBLE S i RAP TAPPING SADDLE r-- n : C I<aN T I -BEND ANY ANGLE -KJAIN .!NE SA-E VA_ �- CONCRETE THRUST BLOCK --CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT O I DEFL e a I I 3C, MIN PLAN ELBOW — DEFL. LESS THAN 50' P'PE j MINIMUM DIA. (INCHES) i THRUST BLOCK VOLUME (CUBIC BARDS) 4 _ 0.25 6 0.25 8 025 16 ! 0.5 PLAN — TEE PIPE MINIMUM �!A (INCHES) THRUST BLOCK VOL4 (CUBICUYIARDS) 0.25 6 0.25 8 0.25 �- -0 112 0.375 0,375 r 16 0.5 CLASS "A" CONC. (TYPICAL) CLASS 'A' r I ' �- - & -- PLAN ELBOW — DEFL. MORE THAN 50` PIPE MINIMUM DIA (INCHES) THRUST BLOCK I VOL- (CUBICUYIARDS) 4 025 . 6 0.25 8 —� 0.25--+ lu 12 `0.7° PLAN — CAP IPIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) 4 1 0,25 6 0.375 j 8 0.5 10 0.5 12 0.75 16 1.G rnl\irPP'TF_ TWPI ICT RI n rV:: NOTES: 1) PIPE BEDDING AND COPPER PIPE MUST BE OF SUFFICIENT DEPTH AND AND LENGTH RESPECTIVELY TO ASSURE THAT TOP OF BEDDING AND AIR RELEASE VALVE ARE ABOVE HIGH GROUND WATER LEVEL. 2) GOLDEN ANDERSON 1-AR 1" INLET, 1/2" OUTLET, 3/16" ORIFICE. 11 WATER MAIN) MANHOLE FRAMES AND COVER SHALL BE OF THE TYPE AND MANUFACTURER INDICATED BELOW -- Z LOCATION YP MODE ODE, MANUFACTURER UNPAVED AREAS HEAVY DUTY WATER TIGHT LA6248-1 EL. LeBARBON FOUNDRY CO 00 (ie EASEMENTS) (BOLTED do GASKETED) 1502 CAMPBELL FOUNDRY CO. 6502 LAPERLE FOUNDRY CO. u PAVED AREAS HEAVY CUTY LA248-1 E.L. LeBARBON FOUNDRY CO. TARY 0.e. STREET, - AiJ1 EVVER PARKING LOTS) 1027C CAMPBELL FOUNDRY CO 0 " 2927E LAPERLE FOUNDRY CO ' BOLTED SHALL BE 112" STAINLESS STEEL 23.3-4• WATER CROSSING AT SANITARY SEWER - 1 --1 1 4.. �I I � 4. L - 7-3/4: 7 ■ f ■ � f COVER — SECTION .',•' ■ f `♦,' \ I- 1 / �• ''l' .4.. i r7j, R" PIT A FRAME — SECTION COVER — PLAN SANITARY SEWER MANHOLES FRAME AND COVER II --LAIN "IAIATER MA -IN AT STRUCTURE LAWN / STREETS / CROSS-COUNTRY PAVED ,AREAS TOPSOIL & SOD OR SEED 1 4 T • I a -- ! 4 12" aip;r I '�--- - 1 /2 J.D. PIPE " M'N. I PIPE ( 1 t NOTE. 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 4. FILTER FABRIC SHALL BE NONWI]VEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 01 SEC' AND AOS OF D.4 s r1r1 TO 0,22mm AND SHALL MEET AASHTO M288-96 APPROVED GRANULAR -NON- ---PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-34.5, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK FILTER FABRIC (SEE NOTE) 12" SAND MIN. STONt , 6" MIN. fj °i° ,• , ° • �1 I 1' 2'-6" 1' PIPE - IN GROUND WATER TYPICAL TRENCH ` EFrTinw (�FWFR T( 'v'UN (_F _GL►TH WINDSOR t —MANHOLE FRAME AND COVER !�COVER SHALL READ "WATER" SET FRAME IN FULL MORTAR BED. BACKFILL WITH APPROVED MATERIAL MANHOLE STEP BRICK UP TO GRADE IF REQUIRED. 1 TYP ) PRECAST CONICAL MANHOLE SECTION. USE ADDITIONAL MANHOLE RISERS AS REQUIRED. PROVIDE CUTOUT ON BOTTOM TO GIVE 1" CLEAR OPENING ALL AROUND MAIN. FINISHFD _RAnF 1l INSULATION BOX - ENCLOSE AIR RELEASE VALVE i IN BOX CONSTRUCTED OF RIGID FOAM INSULATION. z a 4. 1 ; ` 2-90'STREET ELBOWS TO DIRECT ANY WATER DOWN 4 4 -AIR RELEASE VALVE (SEE NOTE #2) a arind' a l A Z �- I 'J --I" COPPER PIPE (SEE NOTE #1) Q 3 4 a 4 i 1" CORPORATION STOP v > 4 I o I a 2" INSULATION AROUND WATER MAIN t �- SET MANHOLE SECTION IN FULL MORTAR BED WATER 6" MIN - a J �. MAIN o ' 0 4 0 o I '.•f. V o..', , o.p oo� ao ..,••i ,., i;°•.c 6•' MIN. 1'-0" MAX. SUPPORT UNIT \ i PRECAST CONCRETE MANHOLE SUPPORT ---iNSULATION _- 4'-0UNIT (TYP) MIN. CORE 7 DAYS SECTION A —A AIR RELEASE VALVE IN MANHOLE APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 i BASIN NOT RELEASED FOR CONSTRUCTION TEL. No. (804)422-5566 THEIR STRUCTURE PROJ.- MANAGER: GBM ------ - - -- - - - - - - - CHIEF DESIGNER: GBM FUSS & 07Q31M INC. Consulting Engineers REVIEWED BY DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 �- SURVEY (860) 646-2469 � I.cL SITE ` STRUCTURAL I NORTHERN HILLS 11 - - --_--- - - -- -- DETAILS -- - - --- - 09 -' REVISION DATE: FINAL DEVELOPMENT PLAN BUCKLAND STREET MANrHFI�TFR- C'nNNFrTIrIlT Q v� "4,' . BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT w L DATUM: H: V: JOB NUMBER PHASE DATE - 1----------- - ------ ---- -- 945 2/1 1/99 I S H E ET N 0.35 SCALE: NOT TO SCALE 96481A1 RESEAL WITH HOT RUBBER ASPHALT JOINT SEAL METAL BEAM RAIL CONFORMING TO STATE STANDARD SPECIFICATION M.04.02 TYPE R-B BUCKLAND HILLS DRIVE VARIES 12" / EXISTING PAVEMENT SEE ROADWAY PLANS BIKEWAY BY F.A. HESKETH ASSOC. BIT. cl SAW CU T * * -,\ 12' I MIN. * I GRANITE CURB—� { i I — 1 /Z/FT. 3 "8„ PER FT. SS Sl.. _411J, 0 1-2" BITUMINOUS CON CRETE,CLASS 2 L 8" ROLLED 'SRAVEL BASE 3" BITUMINOUS CONCRETE SURFACE COURSE, CLASS I L- 3" PREMIXED BITUMINOUS BINDER BASE COURSE, CLASS IV 12". PROCESSED AGGREGATE BASE BUCKLAND HILLS DRIVE SECTION RESEAL WITH HOT RUBBER ASPHALT JOINT SEAL CONFORMING TO STATE STANDARD SPECIFICATION M.04.02 BUCKLAND ROAD _ _ VARIES_ SEE ROADWAY PLANS EXISTING PAVEMENT — — SEE ROADWAY PLANS ,(`--BY- F.A. HESKETH ASSCC BY F.A. HESKETH ASSOC. SAW CUT 12' BIT. CJRB 4' SIDEWALK MIN. 4" 1 4„ * I � - I 1 /4"; FT. 4" TOPSOIL & SEED SIDEWALK AND DITCH DETAIL(MANCHESTER NOTES: TYPE "K2" BIT. CURB TACK CuAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REOUIRED Bt TOWN. COATING TO BE APPLIED PER M 04.01 l d4 FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION SCALE NOT TO ° -• -` ____ —_ -- � Mom_ �'--.q RAIL 4. SLED . 2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 (MATCH EXIST. THICKNESS IF GREATER; L2" PREMIXED BITUMINOUS BINDER BASE COURSE, CLASS 1 (MATCH EXIST. THICKNESS IF GREATER) 6" PROCESSED TRAPROCK BASE i L 12" MIN. BANK RUN ;RAVEL SUBBASE BUCKLAND ROAD SECTION - SEE F.A. HESKETH PI A.NS M TL STREET LINE R.O.W. 1' VARIES 4' MEET TOP OF CURB, OR EDGE OF 6" 6"vPR\�5 PAVEMENT IF NO CURB EXISTS 1/4":1' 3:1 MAX. 1/2 :1 BIT. CURB RESIDENTIAL � �� 4" TOPSOIL & SEED MATCH EXSISTING 4" TOPSOIL & SEED GROUND 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING 8 OR M5.01.1. 5" CONC. SIDEWALK /A" CONC AT DRIVE.°., "?u 6"x6"x1n'10 I— v� v 'r'viriEMESriA TYPICAL SIDEWALK DETAIL NOT TO SCALE TOWN OF SOUTH WINDSOR L 6' 6" x 3/8" x 0' STEEL RAIL (TYI 6" x 3/8" x 2'- STEEL SPLICE PL/ 3/4" x 8 1 /2" AASHT FBC20 CARRAGE BOLT Wj NUT & WASI- (TYP. ) 5/8" x 7" AASHTO FBC16 CARRIAGE 3OL T W/ NUT & WASHER (TYP.) 3; I2'- 6" 6,; 3/4" x 8 1 /42" AASHTO FBC20 CARRAGE - BOLT W/ NUT & WASHER (TYR, ) N 0 EXTENDED LINE OF RAIL `--CONCRETE END ANCHORAGE -- --- - --------30' MIN. STABILIZE DITCH WITH EROSIGN LINER EXISTING PAVEMENT% / N; 3,.— 3„ —SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 V' CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE EXISTING MATCH EXISTING, -1F- GREAT R}-M-$4 PAVEMENT 2=LORR--1 1f2"- —GN ACTED) CLASS 1 @R- 2 BITUMINOUS CONCRETE BINDER COURSE (--OR MATCH EXISTING +r: G-_ i£f2 M 6' (COMPACTED) PROCESSED TRAPROCK ` BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL �• SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) NOTES 12' 12 1. ALLISAW CUT AND SEALED JOINTS TO MIN. TRENCH MIN. BE EITHER PARALLEL WITH, OR PERPEN- WIDTH D,GULAR TO, THE CENTERLINE OF VARIES THE PIPE. SEE -- TYPICAL 2. ALL MATERIALS ARE TO MEET TRENCH FORM 814A, AS AMENDED SECTION SECTION PERMANENT PAVEMENT PATCHING DETAIL NVT TV SIn.ALE �I 6"X9" STEEL BACKUP PLATE TERMINAL TIMBER RAIL SECTION 4 - 13/16"DIA. HOLES SEE CONN. D.O.T.STANDARD DETAIL NO.617-61 - -- i DIA. HOLE (TYP,) n -7 /A„ x 12 x 9'-11 1/2" ROUGH SAWN TIP.IBER RAIL 0 0 j I ,— 2'-3" - } SECTION A -A DIA. x 4" LAG SCREW :)RILL 3 /8" HOLES EEP IN TIMBER (TYP.) lOOD BLOCKOUT LONG I POST CONNECTION PLAN (DIMENS!ONS ARE T'/- ,(--AL) DELINEATOR REFLECTOR �7 DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING / 3 1/2" 6" x 12" x 9-11 ? ROUGH SAWN TIMBER 4" x 8" x 11 " BLOCK TABLE (TABLE 1) 1 " RAIL 1 1/2" Tr 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS ° 1 1 /2" I STEEL RAIL & SPLICE PLATE SPLICE PLATE / R �" STEEL RAIL 3�8 x BCF16 ° ° STEEL POSTS, 10' O.C. (TYP.) TOP OF SLOPE OR WALL .AASHTO CARRIAGE BOLTS - 3/4" x 8 1/2" AASHTO f ='n=nl-+^=E111 III - In — III FBC20 CARRAGE II 1\ VARIES I 17 ��1 1' MIN. BOLT W/' NUT & WASHER SEI�TIVN A —A —� ----GALV. COATED (TYP.) — 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) OS T COIVIVEC I IUIN ELE.VA I IUIN TIMBER RAIL DETAILS SEE CONN. D.O.T.STANDARD DETAIL NO.617-60 1 4La ° 12" 12" MIN. TRENCH MIN.~ WIDTH VARIES SEE TYPICAL W CUT AND SEAL JOINT WITH TACK COAT M 04.01 2" (COMPACTED) CLASS 2 BITUMINOUS —CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 F "7" (COMPACTED) PROCESSED TRAPROCK BASE.- M.05.01 "W (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" TRENCH NOTES SECTION 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- SECTION T E PAR£TO, THE CENTERLINE OF IP 2. ALL MATERIALS ARE TO MEET FORM 814A, AS -AMENDED TEMPORARY PAVEMENT PATCHING DETAIL NOT T V 3C ALE 2 - 1/2"X 6"X9" BACKUP PLATES 4- 3/4"XV-9" BOLT WITH HEX NUT AND WASHERS ,--CONCRETE END ANCHORAGE 1 i3/16" DIA. HOLES TYP.) 11 / 16"X19 %161' SLOTS (TYP.) 11 /16" DIA. HOLES FOR I LAG SCREWS (TYP.) ° • .t END OF o _ TIMBER RAIL (TYR. ) 6" 3' -?/4' -,/4„ 3" 1'-1-1/� ?'-1 1/� _1-1/2" V-1- 1/2" 3" -'1/4-1/4'3"' G" 2-3/4" (TYP.) STEEL RAIL DETAIL UNCOATED A5_TM A 588 .STEEL P'l -T-.- 3 1 '2" ?" DIA. RULES NOTES 4'- 2 .> T (D 1 4'-5" 1 I 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED ALVANIZED I II T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020,- OR IN II APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE AND ACCORDANCE I) A MINIMUM OF 9' SQUARE INCHES, AND CONFORM TO SECTION M.18.09. I I DELINEATORS SHALL BE ATTACHED WITH F'OHR (4) 1"-1 C-IN(; Wi TH A S T M A I _ ,-- . , GALVANIZED WOOD SCREWS. REFLECTORS SHALL BE SPACED IN 123 I II ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS II I ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER -WHITE ON ALL RAIL SECTIONS ADJACENT TO THE LI RIGHT SHOULDER, AND YELLOW ON RAIL "SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. POST DETAIL 2. A 5/8" DIA. X 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN, PLACE OF THE 5/8" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY MID -RAIL POST CONNECTION. APPLICANT ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO NORTHERN HILLS, LLC ACCOMMODATE FOR SHRINKAGE OF THE WOOD,ELEMENTS. 1109 ROSE LANE VIRGINIA BEACH, VA 2345' TEL. NO. (804)422-5566 NOT RELEASED FOR CONSTRUCTION PR_OJ._MANA_G_ER: GBM CHIEF DESIGNER: o FUSS & 0?4F-JU INC. Consulting Engineers REVIEWED BY DATE J ---1ViYIV....... CIVIL 14R HARTFnpn RnAh AAAN( wp-gTFD IT nanAn ..... J (860) 646-2469v STRUCTURAL 0)LAN�scAPE NORTHERN HILLS, LL_C OFFICE REVIEW QA/QC DETAILS .. s cn - n�-- ,; REVISION DATE: r—I N I A I f1r� i r I nnA A r-n 1 -r r�i A n i I IIVf-iL UL VLLUI-'IVILIN I 1-- LAIN Lli ZLI 31/3p I U 7/30/99 lCG 10/22/99 BUCKLAND STREET MANCHESTER, CONNECTICUT z ZL4,`2',%�'. -- = `° 2—BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT LJ L DATUM: H: V: JOB NUMBER iPHASEJ DATE � a --- -- SCALE: NOT TO ---- --- 9 45 2 1 1 9 9 SHEET N0.36 SCALE 96481A1 ; / � J: \DWG\P96\96481 \A1 \945 a SLOPE - SEE GRADING PLAN HANDICAP SIGN -- nAVEME\ I I / cn OD z Lp x • W . I 00 6 In I�— PROCESSED AGGREGATE BASE GRANITE STONE CURB YELLOW REFLECTIVE PAINT J 1 NI i I I Cb OF PARKING SPA"t_ ^ I I r Tr_ r) I A I r n A I I I '/ r T UU I I LrC LI IN r- -�� I RHMr I/ r I WALK I \ TEXTURE -SEE DETAIL \ I I I • I HANDICAP SYMBOL RAMP SECTION E—E RAMP NOTES: i — 2" BI T,MINuu 3 : ONCRETE - CLASS 2 �2" BITUMINOUS CONCRETE - CLASS 1 —6" PROCESSED AGGREGATE BASE L 12" SUBBASE IN AREAS OF CUT OR FILL NOTE: ON COMPACTED SUBGRADE SEE SPECIFICATIONS FOR MATERIAL THAT COULD BE USED FROM SECONDARY CRUSHING OF EXCAVATED RCCK SECTION -pc _ SEE I;RADING . H. D. PAVEMENT SECTION "T" ' SHED FLOOR _ I 0 f j HED GRADE BUILDING PAD SECTION N PROPERTI LINE 1 /4" CORK ASPHALT EXPANSION JOINT EVERY 30' NOTE: THIS DETAIL APPLIES TO ALL SITE AND ALL TOWN OF MANCHESTER SIDEWALKS SIDEWALK RAMPS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. 2. CARE 'SHALL BE TAKEN TO INSURE A UNIFORM GRADE ON THE RAMP FREE OF SAGS AND SHORT GRADE CHANGES. 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN, 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. 5. THE MAX. SLOPE OF THE RAMP SHALL BE 1" PER FOOT. NOTE: GRANITE E CURB 6. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE STATUTE OF THE STATE OF CONNECTICUT CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. i. MIN. LENGTh 4'--v" 7. SEE CONCRETE SIDEWALK DETAIL ABOVE FOR OTHER DETAILS NOT SHOWN 2. FINISH -SAWN TOP & SPLIT FACE ,JOINTED. 71 - GRANITE CURB WITH A RADIUS OF 100' OR LESS WILL BE BUILT OF CURVED GRANITE CURB AND SET IN 6" of CONCRETE. CONCRETE HANDICAP RAMPS PAVEMENT U� OO Z Lfl X LJ 1 PROCESSED CLASS C AGGREGATE BASE CONCRETE CURVED GRANITE CURB (AND GRANITE TRANSITION CURB AT DRIVEWAYS) `—SAW CUT BITUMINOUS PAVEMENT ( TYP ) / 2" BITUMINOUS CONCRETE - CLASS 2 EXISTING --12" PROCESSED .AGGREGATE BASE UNDISTURBED / I PLACED AND COMPACTED IN 2 LAYERS PAVEMENT 4" SEE PLAN I I I I . 1 r ., / C7 --- - 'ONCRETE CLASS "C" ROLL_F GRAVEL BASE SECTION C—C CONCRETE SIDEWALK •---- — --- COMPACTION OF BACKFILL REQUIRED 'A`TH!N TRENCH AREA. SEE NOTE A Al j NOTE A: I i EXIST. TRENCH WIDTH I AT THE REQUEST OF THE TOWN ENGINEER THE CONTRACTOR SHALL VERIFY AND SUBMIT PROPER TESTING RESULTS THAT COMPACTION OF THE TOTAL TRENCH AREA MEETS WITH TOWN STANDARDS FOR A 95% COMPACTED DENSITY. TEMPORARY PAVEMENT REPAIR SECTION TOWN OF MANCHESTER -" T�'F I ' 1 1/2" BITUMINOUS CONCRETE - CLASS 2 ( I I I ----1 1,/2" BITUMINOUS CONCRETE - CLASS 1 I - __6" PROCESSED AGGREGATE BASE 2" S'_iBBASE IN AREAS OF CUT OR FILL SUBGRADE SECTION PAVEMENT SECTION "S" C� OCILED JOINT 1/'3 SIDEWALK DEPTH vERY i I FULL CUT CONSTRUCTION 401NT C 2 FT. RADIUS I� -,� VgR1ES �I SLOPE TRANSISTION (ir CURB `t �-FLUSH HANDICAP SIGN (TYP.) 6 6" CURB (SEE DETAIL) CONCRETE WALK - 6 LANDSCAPED AREA 6' CURB TRANSITION FLUSH 3 J" CURB i- 0" 6" 6" CURB 0 _0• I �• 4,_6„ - CURB STOP (TYP.) -- 3' 9' 3' 3' I 15'_j.15__ - STANDARD STALLS HANDICAP STALL HANDICAP STALL SEE TOWN REGULATIONS NOTE: 4" WHITE STRIPING STALLS 4" WHITE CROSS HATCHING HANDICAP PARKING AL AT ING STALL UNIFORM LENGTHS OF10 TO 20 FEET CLOUSURE OR END LENGTHS NOT LESS THAN 6 FEET I -1" EXPANSION JOINT EVERY 40 FT. OTHERWISE BUTT ENDS TOGETHER I CHAMFER NOTES: DIMENSION_ AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. HEAVY BROOM FINISt SEPARATE SECTIONS BY 1/8" STEEL TEMPLATE ASPHALT SEAL" " ELEVATION CONCRETE CURB ELEVATION CG^1"- _ RASF 12" 4'-0" " 5' SIDEWALK � — -�-! 12„ -_ ❑' - - -- - L EE PLAN - 12" --- -- I SEE PLAN ^R LOCATIO -BITUMINOUS CURB 5 � I I I I � ,�•1 / 14 T ' -,FR cT r :_< <_nPE _ _ -7/8" PFP FT rpr-c SLOPE -- — I I/ �1 2"/FT. I i i i 4" MIN. LOAM AND SEED 4" M,IN. D', ,V aNL SELL - I PAVEMEN' -6" bEYvND EXI' -%G TRENCH TYP.) -3" BITUMINOUS CONCRETE - CLASS 1 3" BITUMINOUS CONCRETE - CLASS 4 12" PROCESSED AGGREGATE BASE I EXIST. TRENCH WIDTH REMOVE TEMPORARY PAVEMENT RECOMPACT 12" PROCESSED AGGREGATE BASE PERMANENT PAVEMENT REPAIR SECTION L2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 L 2" BITUMINOUS CONCRETE BASE COURSE, CLASS 1 6" PROCESS-ED AGGREGATE BASE* L12" SUBBASE IN AREAS OF CUT OR FILL .ON COMPACTED SUBGRADE NOTE: �k SEE SPECIFICATIONS FOR MATERIAL THAT COULD BE I USED FROM SECONDARY CRUSHING OF EXCAVATED ROCK ROADWAY SECTION DRIVE "A" APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TF'. NO. (804)422-5566 BITUMINOUS CURB NOT RELEASED FOR CONSTRUCTION SUS E CURB _� C-71 J: \DWG\P96\96481 \A1 \945 J, I I I 1 I CAP UNIT -ADHERE TO T013 JN T -- --- - -- W//VERSA-LOK CONCRETL: ADHESNE �\ i FIELD OR RED STOPIE FACING - ANCHOR TO CONIC. (NITI \ 1 SEGMENTAL BLUC:K 3 ---, ANCHORS FOR STONE FA_ING INSTALLED PER MAN'-:FA,"JR- RECOMMENDATION \ WALL BASE L'NE A!' FA E F W+_L F.AC.- �• C �_�:t��'�,`f-E, �;, F. _' tit. ; ;�.;�.� h'E'�; - i i - `RE �A'NED F:L,'- K cl. 1 il LIN- - -iOSE C JARD a 3RANCH,NG TRUNK 'NRAPPING MOTE RI _ ,Y- --FR --","I A_L GUYS FILTER FAEBRir WEED BARRIER - —A`TA;'r jr,4•:: TO 'WIRE E:'=PY AS `-PECIFIEC' rH;+LL BE PLACED 6" IN r,REAS FE-DES T R AN TR.' IC R ALL ' HRJR- BEDS AND - - 4' MiJLC-, - b0 NOT PACE ;ROUNDCOVER AREAS. IN CON -ACT 'NTH. BARK --- 2'*- SA,JCER RIM ----BACKFILL W; PLAN-ING S('IL M'XT;.JRE -BCRY C_A'MEN BELOW _RACE ---=OLD BAC'< e+JRLAP \\ • - -- - - - -----LC 'S,-N SUBSOIL r-" B:L<IW •B':)TT)M rlf PLLN' PIT GR JVER EX ,,?.VATE LEDGE -r' -- ?EINFCRi:E BJ•.CK FILL 8" BELOVi ROOT EBA-L & 24" AF=O�-ND RGOT BALL BACKFILL T _ PSC,I_ CC,MFACTEE 957. 0- I,IA.Xlvuv STANDARP PFO(-T�)R PENSITY 4' DIP. ',MIN j UNA'N P 1-'I_ 'D_TLET �g ENP 7F MALL 1-__I mil NEEDFLOCK PR�ENTi_.:+N) FAE�-._ !' \ OR @ 40' CENTER'S MhX. F'ER _C'W=- S SPE( !F'C"` ONE T` P ; Si-CPE TO ERkIN (! 8'!F-T.` .I it I II I III I ! \\ \-' Vti i'_IL FER FABRIC TR_EE PLANTING(>l 2 CALIPER �� �\ 11�1FEF<V UUS F LL - � - _� NOT TO SCALE -- 'GRANULAR LEVELING PAL) THICK UN. TVpI(`AI CF--(`TInNI AAnnl li AD I I I Iu!"1L_ JLV I IV1V 1V1\./L/l1L_t\I\ CONCRETE RETAINING WALL NOT TO SCALE RETAINING WALL NOTES DETAILS AND NOTES DEFIC`ID HEREON ARE BASED ON \/E�RSA--�I K PL-AININC• WAIL SYSTEM. C.)NTF?A(,T,)R SHALL USE DETAILS AND INSTAI_L,aT ON iN.�TRCI`TlONS '-R-IN' APFROV:D I\•tANI FACTUPER IN ACCORDANC= WITH SPECIFICATIONS. ACCEPTABLE. W,-,L'_ MANUFA-TURERS SHALL INCL'JDE VERSA-LOK, KEYSTONE, THE REINFORCED _ARTH COMPANY, CR E DL.AL. AS .APPROVED BY THE ENGINEER 2. STRIP \,EGETATICN AND ORGANIC SGIL FROM WALL AND I.',EI=SYNTHE' C ALI';NMENT. 3. BENCH CUT A`-L E X(;AVATED SLOPES. 4. DO NOT OVI_K EXCAVATE UNLESS C'IR=C.TED B-( ENGINEER T'C' REMCVE UNSUI-ABLE SOIL_. 5. LEVELING PAD SHf;Ll, CONSIST OF CCMPAC:T D COARSE SAND CR CRI_SHED GRAVEL, 6" THiC K M N. 6. CONTRACTOR MAY O?T FOR 4. LEAN +''DNCRET.E PAD IN LIEU OF _E)ELING PAC:. CON -BETE PAL) SHALL BE UNREINFC)RCED, THICK MAXIMjM. 7. M NIMUM EMBF-DMEN-- OF WALL B_ ELCV.' �IN11SH GRADE SHALL BE 6" FINE' WA-.L. HEIGHTS UNDER 4 FT. AND 2" FOR WAL_S OVER 4 FT.. 8. FOR UNITS 0 F, E'.%,IBEDDEC. COMPACT FILL, N FRONT OF UNITS AT TH= SAME TIME FII ; F-iFHINF ' 1 JN-T`; ti C"-IMPA.: TFFR 9. DRA NA(;- A-SCREGATF SHALL BE INSTAL' ED DIRECTLY BEHIND THE VVAJ_L WITHIN 12'" OF THE TOP JF THE WALL. DRJ'TN.AGE ACGREGATE SHALL NOT EXTEND BELOW FINAL GRADE= IN FRC NT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOP _EVS.Tv.i4E•TI`A D-698) 11. C01dPA0I0N TESTS SHALL_ BE TAKEN AS THE WALL- IS INS'(ALLED IN AC__CGRE)A,vCE WITH 1-HE '_, NTRAt.T SPEC FICATICNS. 12. COMPACTION 'WITHIN 3 FT. 0;:- WALL SHALL BE LIMITED TO HAN OPERATED F-001,DVEN7 13. GEOSYNTHETC T�'F'E, LENGT,-i, AND LC'CATION SHALL BE PER WALL_ MkN'.:FACrURE_R'S D'=SIGN. 14. GEOSYNTE-ETIC E HALL BE PLiVCED WITH STRONGEST DIF.E(.'TON PERPENDICULAR TO 'NAL_. Fi_';LLCW GEOSYNTHETiC MANUFACTURER'S INSTALLATON INDTRL!CTIC'N`� a.ND WRITTEN SPEC IF Cf,TIONS. 15. CONTRAI= TC-F SHALL DIRECT SURFACE RL. NOFF TO AVOID DJ,MAG N(_ WALE_ %%IHIL _ UNDER CON'STnI.CTICN. 16. ANY SJRFACE D�RA+N'-,GE FEATURES, FINISH GRADIN3, PAVEMENT, OR TJRF S-iAI-L BE INSTALLED IMMEC'IATELY AFTER WA_L IS COMPLETED 17. FOLLOW APFLI:ABLE PROVISIONS OF THE MANUFACTURER'S INS-AL_LATION INSTR C'K-NS ANC WRITTEN SPECIFICATIONS. 18. 00TIONAL COLOR: RED TO MATCH AREA RED ROCK. LC'WE_'S TO AF'F''ROIV'-: BLO("K CCLCRS PpI )R 70 . )MMEN;;tME! \, OF CNSTRUC'IiUN. 6 (?] _.._ -- - - M"iE:,' C AI FLAN NOT TO SCALE -- SECTION P'LANTI N G N OTES: ALL TREES PLANTED WITHIN PARKING LOT ISLANDS SHALL BE INSTALLED WITH "ROOT BARRIER" EQUAL TO UNIVERSAL BARRIER MODEL L B--2z--2 AS MANUFACTURED BY DEEP ROOT. ECAVATE AN ADDITIONAL 12" ALL AROUND IN RCCK AREAS. INSTALL WEED PREVENTION FABRIC BELOW MULCH IN ALL PLANT BEDS. (10 MIL MINIMUM) OLANTIT'( .'✓ARIES. SFACE °S !^JDI'�A''EG G"J .PLANS EV=NLY SPACE GROUNDCOVER AT WIFRVALS SHOWN ON: LANM{ CAPU PLAN LING SCHEDULE. PLANT IN STAGGERED FIOWS. METAL OR PLASTIC EDC .N WHEN ABUTTING LAWN AR_A. (ONNER OPTION) 2" MULCH tCOSEN SJES01L 6" BELOW Bc -T =h' CF PLANTING PIT B� KFILL W/PLANTING SCIL: MIXT+: RE - -- --------- Tc LD BACK BURL',' i SHRUB BEDS OROUNDCOVER PLANTING DETAI NOT TO SCALE --- 1�-NF•_ICKL ES CN• AL,_ ---- k` IRE _ UYS. 2 F-'ER TREE. ATTACFJ ORAN(:;E FLr"&3ING TCI V': RL EVER` 6" iN ARE'S WI'H PEDESTRIAN 'r AF' II_ ---- "x3%3' WOCC STAKES. 2 COP. PEP: TREE, 3 FOR TREES OVER 3* HT FAINT DARK BROWN --- HOSE CHAFrNG GUARD --- 4" MUL-CH - DO N07 F'+A•: E IN :,GNTAC : IVITH BARK SAJCER RjM FOLD Ba- K BURLAP - - L,R!'vE STAKE INTO .(JND!STIJRBEC SOI- ----- EAC.KFILL W/PIANT'NG '~OIL- MiX'URE LOOSEN SL BS01:_ t'" BELOW BOTTOM OF °LANT PIT FRACTURE LEDCE TO 1 -9" i EELUVV KU'_''I E'ALL f-NU BAC KF ILL VJtTh 7,)P�,OIL r ' EFDBL J" K RE 'c-NTi 3 J 1 F SF•Et IFI('ATiC SIC I TAP. ) EVERGREEN TREE PLANTING _(>5' IN HEIGHT __ NOT TO SCALE P-i p-i n np RP-n nl?y III_ L_ L.J �J I \ 1 \ L_ L,J LJ I \ I _ STONE ENTRANCE WALL. (-7 � v����' t� J C - r _ IC ,N` P (TYP.) i F tLl_IL PLAN VIEW 3" MULCH - DO `NOT PLACE N . CONTACT WITH BARK, METAL C•R PLA.STC EPGINC• WHEN ABUTTING ILAWN tOWNER OPTION) BACKFI'_L W/PLANT NC? S01'_ MIXTURE ,OLD BACK. PJRLAP (TAP 1 /3 MIN.) LOOSEN SUBSOIL- 6" BELOr; BO-TCM OF PLANT PIT L 1 m i WEEDBLGCX (FIR"_ti'_ NTiON) FABRII- PER L.OWE'; >PEC IF' : ".; ! ; . r (',Y�. } SHRUB BED PLANTING NOT TO SCALE AP DL CAN'T NORTHERN. Hll_S; - LLC 1109 ROSE LANE- VIF 3iNIA EBEAi�_H, VA 2345 i TCI n1 '1 r7(`A\A117 CG^G NOT RELEASED FOR CONSTRUCTION"''�'"�`- PROJ. MANAGER: JJG --- -- - . -- - - - I CHIEF DESIGNER: G B M. ra + J ' ' (j'N INC. Consul ting Engineers REVIEWED BY DATE o EL 146 HARTFCRD ROAD, MANCHESTER, CbNNECTICUT 06040 .. CIVIL (860) 646-2469 i!cl STRUCTURAL _ NOR HERN HILLS, LLC MILANDSCAPE OFFICE REVIEW w ¢ QA/QCDETAILS L (' -' FINAL DEVELOPMENT PLAN REVISION DATE: BUCKLAND STREET MANCHESTER, CONNECTICUT / P. ` - %/. 3o,'s9-T01 �;'� h9� BUCKLAND ROAD SOUTH WINDSOR, CQNNECTICUT +i< -Jj DATUM: H: _ V_ : _ _ - JOB NUMBER PHASE • DATE I. SHEE T N O.38 __ SCALE: NOT TO SCALE 96481 Al 945 2/ 1 , /99 TYPICAL CONCRETE SILICONE SEALANT TURNDOWN f-PREMOLDED JOINT FILLER ` .. Oi0 IIi2 oiW - LQ z R. 8-r NOTE CONCRETE TURNDOWN TO OCCUR ANYWHERE CONCRETE MEETS SLAB. CONCRETE TURNDOWN SILICONE -� SEALANT -- . -- _ e. I - 12' PROCESSED AGGREGA TE 1_- 2' LONG 314' DIA. SMOOTH DOWEL ® 15' O.C. PAINTED AND GREASED CONS TRUCTION JOINT PLAN VIEW CONCRETE PA VING k ' 1 _ k I I I- H/NGEABLE FACES I I I I I• ! I HEBERYED LEaENO AAV BOAVER - a9EPN K747F SYMBOL CAI BLUE SACKaROLAYO PAFKMKi f 1. BACKORO[•R!7 - WVM �r TYPICAL AT ALL HANDICAP SPACES --� ! TVS SIGN TYPICAL AT ALL •VAN ACCESSBLE' VAN SPACES `AOGESSSLE PARKiYO r� 1 �-- PENAL TY SASH WITH 1 W"P^ AS Rc`"vilR"�`cu �—r-� - BY STATE A4 LOCAL LAW %P CHANNEL POST (S LBS✓PT. I { I 4' DU. STEEL PPE BOLLARD PAINTED OSHA YELLOW I I FCLED WITH CONCRETE I coNCRETE i HANDICAP PARK/_N_ G_ S_ _/G_N_ ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWA Y, I. THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES i I t a I L OWFS ROAD SIGN DETAIL NOTE SIGN SUPPLIED & INSTALLED BY LOWE'S- ELECTRICAL CONTRACTOR TO PROVIDE POWER HOOK-UP. (SEE S/TE LIGHTING PLAN) - SURFACE COAT TYPICAL CONCRETE BINDER COURSE 5' STANDARD DUTY 6' HEAVY DUTY EXPANSION JOINTS A T 50'-0' O. C. l SAW JOINTS A T 16'-8' O.C., SAW JOINTS SAME DA Y AS POUR r---8, - NOTE ASPHALT TURNDOWN TO OCCUR ANYWHERE ASPHALT MEETS SLAB. A SPHAL T TURNDOWN SILICONE --, SEALANT t . •4 SA W JOINT S%LfCO%YC SEALANT A. -s 4 f 1 . \ - PREMOLDED JOINT FILLER 2' LONG 3/4' DIA. SMOOTH DOWEL c 15' O.C. PAINTED AND GREASED EXPANSION JOINT NOTE PROVIDE EXPANSION JOINT WHERE CONC. PAVEMENT AND CURB AMD MUTTER MFFT OR CON.STRt/CT MON0L11TA#C CURB AND GUTTER WITH CONCRETE PAVEMENT. CONCRETE PA VING JOINT DETAIL S 4'Aft m A TTACH SIGN TO PIPE STRUCTURE /W1TH 1' WIDE METAL STRAPS BOL TED a SIGN. 6'-0' �- 48' i 3' RADIUS (T YP. ) SHOP 'M Pri I t � I' I CAR' - - ALL LETTERING SHALL BE WHITE N I I'NOWAM -- - -- BL UE BACKGROUND NI I Please Keep Our Parking Lot Safe By Returning Your Cart. Thank You For Shopping At Lowe's. We Are Not Responsible For Damages Caused By Carts Left In The Lot. -- - ; -- 2-1/2' RED STRIPE NOTES• -- • ALL LETTERING SHALL BE WHITE. • THE WORDS 'SHOPPING CART' IS FOLIO EXTRA BOLD, 'RETURN' IS FREEHAND 575 OR FREECON, BODY COPY IS HEL VET/CA BOLD. • THE LETER 'R' IN THE WORD 'RETURN' HAS A BLUE OUTLINE TO SEPARATE I FROM THE IN THE WORD 'SHOPPING' • BACK GROUND COLOR /S PMS 280 BLUE. • STRIPE ACROSS THE BOTTOM /S PMS 200 RED. • SIGN TO BE ALUMINUM. 4'-O' 6'-6', _ _ _4'-0' (1) 1 5/0'' O.D TOP RAIL ATTACH TO THE C.L. FABRiC - WITH 9 GAUGE WIRE CLIP EVERY 24' 1 1/2' DIA. scA 40 STEEL PIPE 1 5/8' 0 D BRACE .RAIL FENCES OVER 6 FEET —� PAINTED RED TO MATCH SIGN ( FEET HIGH AND ALL FENCES 'WITHOUT TOP RAIL (USE SHERW/N-WILLIAMS D.T.M — L--_-- J OR DEVOE D.T.M.) 35/16' TRUSS ROD AND TURNBUCKLE ��- —� n ✓ INTERMEDIATE POST 4' x 7'-4' x 3116' THK FENCE HEIGHT SQUARE POST ROUND POST j STEEL PLATE 6 FEET AND LESS 1 7/8' 2' 13 3/4' T it kl {}� I OVER 6 FEET 2 1/4' 2 1/2' ATTACH TO C L. FABRIC WITH CLIPS EVERY 15" 15114' 1T it 5 END OR CORNER POST, Ile FENCE HEIGHT SQUARE POST ROUND POST RACK SHALL BE ANCHORED WITH b FEET AND LESS 2° 2 1/2' ----------- --- ----- --- (4) 4' CONC. SCREWS OVER 6 FEET 2 .1/2" 3" i t 6 6 GAUGE BOTTOM TENSION WIRE ATTACH T❑ CL �--- _J_ - -- t I rn I —•�azsrue-- �- 1 1/2' STEEL PIPE PAINTED ` 1 ocn rn uA rnu Qfr• n L6J V /Y/n / %1" .7rvrr i IN I i I_ 2'-6' I 3'-6' N -- �^ 4' x 7'-4' x 3/16' THK. STEEL PLATE 0 C T /1 / /1 L) T DC' TV 1177 A i a n n Le," n c T' A 'FABRIC Wi T H HOG RING AT 24' C.C', L//"1 /7 1 %7G I U/_1/ V L//A LfC / h 1AL ( j TENSION ROD ATTACHED TO -END OR CORNER POST I' 8� 2-30' MIN. LENGTH DRIVE ANCHORS DRIVEN THROUGH 10'-0" C.0 MAX 10'-U` C,C MAX ` FITTINGS AT' 90° TO FENCE LINE INTO EARTH AT 45 J 4ADE PL YWOOD PLAN -� - - -- --- 8'-0' 1 I -- -- -- I I� U 1 U R C 'IICI O M E WHITE LETTERS I I I I � T I I I N I A W E - --{----------------------- i'4-----------------��-� -- m _ -.4—� 3 5 j 0 0 0 11 S Q. FT. I RED S TRIPES (PMS 200 RED) - - WHITE LETTERS N, I HOME IMP;0OVEMENT i--- - -- - - ----j WHITE LETTZ=RS YARfOUSE�o�' - 4W4°X12' / /1A//-- O ' POST (TYP.) GRADE I I I I I I i I I I I I I oI I I I I I I 0) I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t 4'-0' 4'-0' ELEVA TION NOTE CONTRACTOR TO FURNISH AND INSTALL SIGN WHEN GRADING COMMENCES. SEE EROSION CONTROL PLAN FOR L OCA TION. FUTURE HOME SIGN BLUE BACKGROUND (PMS 280 BLUE) SIGN DES/GNA T/ON BUILDING SQUARE FOOTAGE BUX DING SIZE 101K 121,292 115K 135,197 NO TE TABLE FOR INFORMA TONAL PURPOSES. APPROPRIA TE NUMBER TO BE SHOWN ON DETAIL. (T❑ BE USED IN PLACE OF CONCRETE FOOTING SEE FOOTING DESIGN NOTE.` (91, CONCRETE r'O❑TI.NG 36' DEEP WITH 12' DIA AT END POST AND 10' DI4. AT INTERMEDIATE P❑ST. HOLE CORE .IN UNDISTURBED OR COMPACTED SOIL. (SEE FOOTING DESIGN NOTE) 10 6 GAUGE TENSION WIRE WHEN TOP RAIL IS NOT USED 11 FABRIC SELVAGE -� UNDER 6 FEET SHALL BE KNUCKLED TOP AND BOTTOM 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM AND TWISTED ON THE TOP RECREATIONAL FENCING, REGARDLESS OF HEIGHT, SHALL BE KNUCKLED TOP AND BOTTOM i t2} 11 GAUGE 2' WIRE MESH FABRIC r:RESIDENTIAL) 9 GAUGE 1 3/4' WIRE MESH FABRIC (RESIDENTIAL ? GAUGE 2' WIRE MESH FABRIC (COMMERCIAL) - OTHER GAUGE AND MESH SIZES AVAILABLE '✓?N;YL CMoTED MESH IS OPTIONAL) NOTES: :'. DESIGN T❑ CHECKED BY AN ENGINEER FOR WIND LOADS IF SLATS ARE USED OR IF F❑OR SOIL CONDITIONS EXIST 2 STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT 3 FENCE DETAILS ARE INTENDED AS A GUIDE ONLY. ALL FENCE MATERIALS AND CONSTRUCTION METHODS 10' SHALL BE APPROVED BY THE ENGINEER AND FENCE DIA- MANUFACTURER. CHAIN LINK FENCE k-- DFEN VARIES SEE TABLE FOR LEAF WIDTH I i EM Nj V, Y 0 a_ 2' SQUARE FRAME WELDED TO FORM 4 SIDE. OF LEAF 1 1/4' SQUARE UPRIGHT BRACING WELDED TO FRAME FOR LEAF GATES' OF 8' AND OVER IN LENGTH �12 1 1/4' SQUARE HORIZONTAL BRACING WELDED TO FRAME FOR LEAF GATES OF 9' AND OVER IN . HEIGHT . (q \I TE-NST❑N RnD ATTArHFn Tn FRAME �ON ALL F❑I!R SIDES WITH HOOK BOLTS PADLOCK AND LATCH DEVICE r_) 12' DIA x 12- DEEP CONC. COLLAR WITH STEEL PIPE FOR SET PIN. COLLAR AND PIPE.SET FLUSH -,i ATCH , WITH PAVEMENT PIPE T❑ DRAIN INT❑ GRAVEL POST BASE 171 9 GAUGE 2' WIRE MESH FABRIC .(VINYL COATED MESH OPTIONAL ( P) Fn❑TINL, FnR HINGE PnS7 SNALLL BE DESIGNED �-' BY, AN ENGINEER `J 12' VERITICAL EXTENSI❑N FOR 3 STRANDS OF 12 1/2' GAUGE BARBED 'WIRE WITH 14 GAUGE BARDS SPACED AT 3' O.C. (OPTIONAL) NOTE: F�NLE:LAiLS ARE INTENDED AS A GUIDE ONLY. I ALL FENCE MATERIALS AND CONSTRUCTION METH❑DS U L1•. SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER GATE TABLE SINGLE LEAF WIDTH HINGE POST SIZE 6' AND UNDER 2 1/2' SQ. OVER 6' TO 12' 4' O.D. OVER 12' TO 19' 6 5/8' ❑.D. CHAIN LINK SINGLE SWING GATE ❑''"`R 19 T❑ 23' 8 5'8" ❑ E . 23' TO 30' 10 3/4' O.D.D NU I RELEAJEU FOR CONSTRUCTION 'M' U_71 ? z < r I JZ] z TW. 11D`5 I 190 1 170 1 .165 1 160 1 -4- - - ------ 4- L T t Z-- 4 00 NOT RELEASED FOR CONSTRUCTION WAI- I I f-JPROJ. MANAGER: CHIEF DESIGNER: Mmvfci3o FU&S & ONML INC. Consulting Eng! REVIEWED BY DATE 3 V) 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06( 0 SURVEY 3 (860) 646-2469 NOTES: SEE GRADING PLAN FOR SECTION LOCATIONS WALLS blAfl ) "B" AND "C" MUST HAVE A FIELDSTONE OR RED STONE FACING, Or I IT / 1 wL / �/ p/ ll - _- '— TOAAPPROX.,ELEVATION 176.OA^,y I"i'r'E SCiL PLANT CATTAILS O 24" O.C. 1 I 11 4B'-'S- CFP S. 1 JOx Kt47 11, - MODIFIED RIPRAP 0-31 GAR , �-� � '\\^� y `-►� - � , o� 1 I \ \NU4- `� , l 12- HIGH BERM TO CREATE ' t7 -i % �1) , '� 3 1 DR,Vr � LOW FLO DRAINAGE PATH WL43 2-STONE LTER BERMS 41 i ' ( KWK- 6'W X:201 S, YA42 1 PLACE 12- MIN, OF HfGH)! ORGANIC TYPE SOIL r TO APPROX. ELEVATION ,162.0 \ . / PLANT CATTAILS O 24-r O.C. ai �• �� \ \ I' 2-STONE FILTER BSIRM5 COjJC. LEVEL Sj�READER— RE aRcA t? r 15 WIDE 22 LONG X 42- I" %A 1 I _ 12- H(GH BERM TO CREATE P� { \ • 1 ; DEEP, TO E 2 EXIST. GRADE LOW FLOW DRAINAGE PATH \ y0 1.ch,� / a MODIFIED.G I VW X 251IPRAP MODIFIED RIPRAP I _ 6'W' X 201 1 ODD AT OUTLET —,I I Ijl , a7 / aI,tO , �� l�2 ,v wA t:R� ' 2+C'� •.'\� 1�0 9 I+ tlt ' / 160 ^o itILL MODIFIED RIPRAP -' 1 7 " r I 1. 7eJ I -- MODIFIED RIPRAP i 1 Zt BM.r6Zo Nil 6'W X 201 1 GN & / f NO �' 6 J(C �jJJ 111 �y. 190 � r 114 r fLID o"'Qe �!� tso � 14 _ l� �� � I � � ( ! i � �o 'c•�o' I / I I 94-12• RCP. S.1.00x (70P PPE! 1 \ ,,• , / I 6 �` I all F•U IyRE DEVELOPMENT94-12' RCP, 5.0.50x (807 PIPE) _ I SPILLWAY ELM171.0 `` All I ? I I /�:'[ afD I au a j IF 2010§A • � � �t0, OE � -II ( � I I I , : au 1 c. ,C ���. . - 204 205.E 1 v i5 203.5 ^ '/pFHp1 DR/•11 tlL-_2B /'- / 3.5 OPEN AREA V I I Jt G ri/ 207.25 206 LPONS ; COVERED ` - I •� `L 1 • R P Jai I 2 `�'@ • - '/' GARDEN CENTER W '� '� 'o ,, . ate• 1 � `pO / � IE -..p• _,cPF , 1 --- , •� - - rc I � , _ �;ox 1 ,• itUR pA? ./. TiWEMNG ,' I T N • •' ••. / S VN(1N).198.. 1_�(l`2 J1t 1 v _SReM^ O�� r c1 / A `_ /I' '- l J _ -.,•raj •-/''/- ! 4 Co N '3z'. - - - - ' 11 I i I ► � ' � P0. c� I ( � !�. f 1 207 t' 'SEASONAL DISPLAY AREA t '.. +. .1 i / N `e 207.25 207. • ' i I \1L2 I •\ 24\ y I /. C4 `, NQ - N C` r� { 7.25 120-12 v'Fp S-1 Ox-/- _ PR POSED LOW 'S I R t 12 � --- -- mac-- i F I I 07.25 , O E $N \ �d 1 -:� I I I BUILDING 10- -i" or a�P 114_1z RCP.S-lox ! FIN. FL. EL'. 207.25 •'�\ .A.�\ �, j I 0816 aw y`O'1{1��-/' SN� s1aTM s� u'H.. wv S�200 3 J 4 i "i I _2a'. N s2-0i2 pur , x v I a� ,j i I C Q• IN\,, 202J N o Ph i till,I ` C.0 INv 2016 I 1 ,. y I I �;q ,' • ! j+�/ F it Wv IN 0.9 IY-�.i.\�.1c. 1 .t \ 1 i/r 1 ;11' i ti Nv (''PROPOSED LOWE'S' I i 1 I 207 B U I L D b"N FIN, FL EL. 207.25 : P f 8 •5-Pq5-1.0x GI 1►� / M" TF :&64am• s 20( n BANDON 4• \ ) C,0 IN 10 A 20 N0' —TIE obw4SP0U7s,INf0 sicP W- A77„ ,.• ,-£p e ► ox. �, I / SEE RuumG PLANS FOR EXACT LRCAA0tir 1 'yl � I 06 206.75 • 2062. 207.08 iN, 262.2 / / ' 207. 047 1 i� ,tA •OS+T M70 Al L).i ; -I. '.. / !Tf� ,� +206. //'A ��f' -/ •• �� l -5' _�1 1- i6 j 11 I / / 5 ��1•• �,. 220 230 r .l! oO I g r jgAlir STUB I - 5AN NN 'F.�i1iy0 / •RM1vlaE"r,'�eo0 1 ll n h �AN MI T s E784 / 1 11 INV.O M3'a7 NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: FU'' & MML INC.Corsiating Engineers REVIEWED BY DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 S U RV EY (860) 646-2469 a SITE - -- -- ------ " �, STRUCTURAL - NORTHERN HILLS, LLC --__----_--_ Q DRAINAGE AREA MAP - af z ` FINAL DEVELOPMENT PLAN REVISION DATE: BUCKLAND STREET MANCHESTER, CONNECTICUT U I ____—__-_ __—_ L v U BUCKLAND ROAD SOUTH WIND50R, CONNECTICUT w - � s I "_ DATUM: H: V: _ _ ---- SCALE: 1 = 80 JOB NUMBER PHASE DATE 96481 Al 1 945 8 9 99 SHEET NO. 40 OF N /F MARY A. VARRICK N/F MICHELL M. SLOWICK N /F MICHELL M. SLOWICK I >� MATCH LIFE SEE SHEET -�-- LOT 22 a i771 - r OR— 20 10, r CL&P rr NO.28051 t ' / A�p C7 B -1 7 I - �•- INVISt ' - /ST R' . �. �� SOX 190.5 � �� • `��'�i' �'���p .2 I I rn ; �- G410 Is, i-51•20 wv 0 G o� A �` /'� e `, LEGEND_ I /41 w `` kr.4'•1L1 �A6t _-- -1�, / ,�t�� aUTi-TRACKING AF,- CL&b! t R' OFF. rl B FACE_ - �- ` P A -I i C f 41 {cl 1 N0.2805P ©M '0+p r_� �+,� - •� � � , e � ,, - ; 't � 2 SILT FENCE SILT FENCE , '` O DIRECT O THE - _ T �' /' / / \ i a S T OC�KPILE AREA, ENCLOSE WITH SILT FENC- RUN OFF TO D=#'VERSI0N DITCH --/ I ! ♦. , , f ' // A �� ��� ,f / � r _ I O PREVENT SILT AND DEBRIS FROM ENTERING i 1 ; ®,y / �\ /r _ ti 1._ F L_ . YBALES OR I I I �4f I i JZGi-{..s. Y , �6- 41 dwv I I I L&P+NO.8799 i t , + ♦ �e 3S >>,X' , rn 4 8 Q, t I I i I - -- �f GURRIE A. & BARBARA R. FANDOZZI 9 A 000000 I, ID ammw000 I •, I air _ B - e - c 8 j6 61 /i i 8 i / R Z• N F 1 ; �65 /� HOME DEPOT USA, INC. ^� CL&P NO.8578 FssS�,Rj X ti�G O N /F DOWN EASAT ASSOC. LT. PART. s i .01 e J / - 40 0 40 80 120 SCALE: 1 " = 40' I IL ER FABRIC PROTECTION. (TYPICAL ALL BASINS). F O SOIL DATA 4 CSB CHESHIRE FINE SANDY LOAM, 3 TO 8% SLOPE CVD CHESHIRE VERY STONY FINE SANDY LOAM, 15 TO 35% SLOPE EsB ENFIELD SILT LOAM, 3 TO 8% SLOPE Na,B NARRAGANSETT SILT LOAM, 3 TO 8% SLOPE Na.B2 NARRAGANSETT SILT LOAM, 3 TO 8% SLOPE, ERODED Na,C2 NARRAGANSETT SILT LOAM, 8 TO 15% SLOPE, ERODED Na D NARRAGANSETT SILT LOAM, 15 TO 25% SLOPE NgB NARRAGANSETT STONY SILT LOAM, 3 TO 8% SLOPE NgC NARRAGANSETT STONY SILT LOAM, 8 TO 15% SLOPE NgD NARRAGANSETT STONY SILT LOAM, 15 TO 25% SLOPE W cA WALPOLE LOAM, 0 TO 3% SLOPE WeB WAPPING SILT LOAM, 3 TO 8% SLOPE APPLICANT NORTHERN HILLS LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TEL. NO. (804)422-5566 w w �nla _ - Ia PROJ._ MANAGER:_ CHIEF DESIGNER: REVIEWED BY SURVEY SITE �' mu Q w -Ell -' STRUCTURAL --" -- - REVISION DATE: 'a �I: L _,,�, 9/,24/99 ' /, zL _;_ DATUM: H: SCALE: 1 = 4( "THE PLANNING AND ZONING COMIv11SSi0N CERTIFIES THAT THE SOIL AND EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES ' WITH THE REQUIREMENTS OF THE TOWN OF MANCHESTER REGULATIONS AND THE CONNECTICUT GUIDELINES OF SOIL EROSION AND SEDIMENTATION CONTROL DATED 1985, AS AMENDED." SIGNATURE: DATE OF APPROVAL "I HEREBY CERTIFY THAT THIS PLAN IS IN COMPLIANCE WITH THE TOWN OF MANCHESTER SOIL EROSION AND SEDIMENTATION CONTROL REGULATIONS AND THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL DATED 1985, AS. AMENDED." SIGNATURE: D ATE NOT RELEASED FOR CONSTRUCTION FUSS & �0M INC. Consulting Engineers DATE , wO 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 V (860) 646-2469 -- NORTHERN HILLS, LLC --- ROUGH GRADING PLAN o FINAL DEVELOPMENT PLAN BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER PHASE' DATE - 96481 Al 1 945 8/26/99 B PEET NO. 4 1-77 ° N/F STATE OF CONNECTICUT C5 1 DEPT. OF TRANSPORTATION TI—TRACKING PAIDi o / "''.--. 40 00 00 41 r f � -J ,. N/F ADELINE P. URSO STONE SAND FILTER BERM TOP EL. 178 f �' ; 1_'- ' J' 4&L A 0 58'5039 R,= 100. 00 n -9 W7 / MATCH LINE SEE SHEET C WL43 ��WL36 DETENTION BASIN NO. 1 WL4 28 --._., DETENTIO BA SIN NO.2 WL42 1 'WL5 ANDI � WL 37 IX 27 V&6 CHAMBER 10 F:�FF rRAnINlr, PI ANI �_(_)P a LOCATION AND ELEV. WL7 26 12 %E-P IPE 180 WL8 7�i Z5 o 60 - 12 -1 S=0.5, % WL38 0 1_�_ W&9 1 6 J ► WIL 86— STONE/SA D w WL24 FILTER BE M 00 J r 94 8 7'1 J , WL1 0 9 4c b o 'I U IIN V. I U.0 UH A H E 1­� N U. L39 SEE GRADING PLAN FOR LOW TI'O,N AND ELEV. wmmmum= MOA- 1 \4 WL2 y' - f` l, O. I/ \\ 1� C [`1I F_ F-) C- I N I r-,\ I _F I I LIIL\ 79 4��J w 2 OJ �__ 62 WL1 3 ;USE LINER WHEN SLOPE ICE 'I N `V, _19,'0­.,3_ WL14 EXCEEDS 5.0% P 75 e:r,::• WL20 Ir i -.Joao I UH UF L�f_ H m vo� 'to so a* Aft 000000, go WLI 5 Aft wo 00 TEMP.DEWATERIN�.T�,�'T94 ow __VICE, 10000 1000 < D INV.1 77.0 WL 1 6 Ki 9 �Lo , 00 8 WL1 7 000e 00-0000000* to 00 0(-) F ' V) ry T r- (no < �_ \,__ _LMPORARY-_ ,, ry STONE SAND uj < Fr, _r 0- EDIME�qTATI --_194 194 zw0�L_ljLL� "I FILTER BERM .4 BASlN NO. 1 STONE CHELu CHECK SAME (TYP) _7E co TOP EL. 192 791. Ld LLJ VTION 00 M 0 07- blF���N(:.�(�CJN.=199.40 B-4 186 56j -F U " 6.c (OLD PROPERTY CORNER) 0 EMPORA R Y < < 1 ,5 TEMP =ORARY SD I E L I I AREA I SEDIMENTATION I BASIN NO. 2 BASIN N0. 3 Pcc GRADING OPERATION AREA 2 S E T � �' L Aw F R C M 0 6 - - GRADING OPERATION ,� x Tnp nF �TRI IrTI IPF Tn P � INIV. SO III \—.STONE CHECK DAMS (TYP) ABOVE FILL OPERATION UNTIL 0000000 00- ftftftftft -A Y FINAL GRADE ISREACH ED so- Vo - -,A - ''I I go- - C; DIVERSION DITCH l' R W 1 R" F)rP I H 'III v3:1 SIDE SLOPE '--APPROX. DRAINAGE DIVIDE FOR 00-100- CL&P 4<200 WL103 10-0 / . 0.28052� USE LINER WHEN SLOPE GRADING 0 P E RA T1,O N 104 M-101 4fft Aft am EXCEEDS 5.0% 40000e YX 1 0 V& 05 4f . . . . ........ P 4+6(2 A NinT F?FI P rr-:, I 1 WATCH 1U ME SEE SffE= A PROJ. MANAGER: LEGEND I HEREBY CERTIFY THAT THIS PLAN IS IN COMPLIANCE = CHIEF DESIGNER: "THE PLANNING AND ZONING COMMISSION CERTIFIES THAT WITH THE TOWN OF MANCHESTER SOIL EROSION AND LJJ REVIEWED BY DATE V) FU&S & 07*4EIM INC. Consulting Engineers THE SOIL AND EROSION AND SEDIMENTATION CONTROL PLAN ANTI -TRACKING APRON O!MPACT BASIN RIPRAP DISCHARGE SEDIMENTATION CONTROL REGULATIONS AND THE T Ld � u`1 3 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 COMPLIES WITH THE REQUIREMENTS OF THE TOWN OF 0 CONNECTICUT GUIDELINES FOR SOIL EROSION AND ul 0- SURVEY (860) 646-2469 MANCHESTER REGULATIONS AND THE CONNECTICUT SEDIMENTATION CONTROL DATED 1985, AS AMENDED." a SITE GUIDELINES QF SOIL EROSION AND SEDIMENTATION CONTROL OSILT FEN --E OSEDIMENTATION CHAMBER —11STRUCTURAL D. SIGNATURE: 0 DATED 1985, AS AMENDED." NORTHERN HILLS, LLC n,9 DEWATERING DEVICE !A [Dnl 1/'NLJ (-NO A MI A ki SIGNATURE: STOCKPILE AREA, ENCLOSE WITH SILT FENCE \Z./ 14__� 3: Ln OHAYBALES OR SILT FENCE CHECK DAM DATE m L REVISION DATE: FINAL DEVELOPMENT PLAN Li DATE OF APPROVAL: . PREVENT SILT AND DEBRIS FROM ENTERING -40 APPLICANT L 9 / 24 ,fig jzl JA ,"ATCH 9A-�il\l GRATES PROVInl- HAYRALFc OR STONE FILTER DAM 0 40 80 120 NORTHERN HILLS LLC _�j IzE BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 0 < IL FILTER FABRIC PROTECTION. (TYPICAL ALL BASINS). 1109 ROSE LANE z c - dDATUM. H. V: JOB NUMBER PHASE� DATE VIRGINIA BEACH, VA. 23451 - -1 SCALE: 1 40' jla_- 11= i SHEET NO. 42 OF TEL. NO. (804)422-5566 E L'. FSCALE: 1 40' 96481A1 945 8/26/99 N/F WILLIAM J. KRAWSKI iJ C) N/F JEAN MARC JACQUES it 1/2 /AND,' I LLLJ LLLLJ i • LLLLJ VLO LLW zz CX-) 1<< BENCH MARK ELEVATION TOP OF GRAN. MON.=285.16 0 100100 Vol00 100 00 00 *0 0 10 00-0000010 19 "%ftlak. 000000—" .0 00t 11_0_0� A \4S 1 -A 0 .. ........... ♦ o0 em go low 0 �T ANNN-5�l N G C OMMiSSi_N CERTIFIES THAN R Y., E SOIL' ANL-�O&C;N AND SEDIMENT ATION CONTROL PLAN A 'T I n N I COMPIIFf`\�ITH THE REQUIREMENTS OF THE TOWN OF HESTER REGULATIONS AND THEONNECTICUT 100 :_ ­' n 0 A GJIDELINEc OF SOIL EROSION AND SEDIMENTATION CONTROL 00 L 00 00 DATED 1985, AS AMENDED." 00 00 07- SIGNATURE: DATE -E OF APPROVAL: to vc) A- I HEREBY CERTIFY THAT THIS PLAN IS !N COMPLIANCE WITH THE TOWN OF MANCHESTER SOIL EROSION -AND SEDIMENTATION CONTROL REGULATIONS) AND THE N, E CONNECTICUT GUIDELINES FOR SOIL EROSION AND 714� oal SEDIMENTATION CONTROL DATED 1985, AS AMENDED." SIGNATURE: 0wv 0wv 0wv A N I Tl TED A 0 A F) DATE /-AIN I I— I -\L-) F_ / .0.0 % .A -40 0 40 80 120 SCALE 1 40' APPLICANT 1; NnRTHFRN HII 1 1 1 r 1 109 ROSE LANE VA. 23451 VIRGINIA 8804 TEL, NO. (804)422-5566 NOT RELEASED FOR CONSTRUCTION - w I , OSC1. S rR^` Cll T7 7 LINE 7, - K BUCKLAND ROAD 0� N CD Z(llo rl Ln M Ln In F - cod ,o Z W THIS MAP PtivDUi.t.0 I3Y f 1 r nftlmlmn (iiti j{ORIGINAL INN ur—vvil' 11 POL`! FILM OR LINEN FUSS & {l'Nf-ILL 146 HARTFOtRD ROAD W"c.SYkf�GT C'W40 '�1 Q W II 717 - y' SIDEWALK AND SIGHTLINE EASEMENT IN FAVOR OF SOUTH WINDSOR, AREA=6,358 S.F. In \ 11 iCD 0 co In in CD CD k.D m `��iZ K = 4 ZZZZ�� `�� — — O Z w _ �� �— -- _ TLnu-) 'i � C7ROADou M BUCKLAND ROAD BUCKLAND �o�M� �� O'cu D05 on n 2: In Ln NZW V' \ 2 y\ s w ^H/ L.L Q J J H Q Z Q I / Y U W SIDEWALK EASEMENT IN FAVOR / OF MANCHESTER, AREA=2,870 S.F. R=1958 00- L=299.41 IT=150.00'-� IV — —�------- - KL AND a5.E " P HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE SECTIONS 20-300b-i THROUGH 2O-300b-20 AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. -HIS MAP iS AN "EASEMENT MAP" THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY" THIS SURVE'i' MEETS THE HORIZONTAL STANDARDS OF ACCURACY OF A CLASS A-2 SURvL;. TO MY KNOWLEDGE AND BELIEF: THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HERE❑N, A 4,t4�� QOWPENCE P �ISSLF_R, JR L. #12327 NOT RELEASED FOR CONSTRUCTION -i _Iu HIS - -.Ta z [i J l T E - -- ----�— z S.TRUCTURN.� - - -- - 'n n APFLICANT , NORTHERN HILLS. LLC y; A li/1/9, -40 0 40 80 120 1109 ROSE LANE I ^ I = VIRGINIA BEACH, VA 23451 <� SCALE 1' = 40' TEL NE, ( 804)422-55b6 ' f TUNI: H: --_--- --- 1 =40' .i FUSS & (YMEE.L INC. Consulting Engineers O03146 HARTF❑RD ROAD, MANCHESTER, CONNECTICUT 06040 3 (860) 646-2469 mm NORTHERN HILLS LLC L(n1JLl IL N I_ FL(A-1 N FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICU- BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT -- _, -E SHEET NO.44 9648141 3 9,/24/99 V Svl tom` I f-1 i\945