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HomeMy WebLinkAbout99-07P_NORTHERN HILLS , L.L.C._MANCHESTER & SOUTH WINDSOREI 10 �1 0 293 El 516 W 8-12 1� 14-17 IV 19-21 22-24 Roadway Improvement. Plans No Prepared Fol. rthern Manchester & South Windsor, Connecticut March 15, 2000 Revised April 4, 2000 0 Released For Construction April 10, 2000 LIST OF DRAWINGS Title Sheet Roadway Widening Plans Buckland Road, Buckland Street, Pleasant Valley Road Roadway Widening Plan, Hale Road Signing & Pavement Marking Plans Buckland Road', Buckland Street, Pleasant Valley Road Signing & Pavement Marking Plan, Hale Road Traffic Signal Plans Intersection Grading Plan, Buckland Road At Site Drive Roadway Cross Sections, Buckland Road Roadway Cross Sections, Pleasant Valley Road Roadway Cross Sections, Hale Road Details, Notes DEIq OPNELENT TEAM Owners Developer 9 Civil and Traffic Engineer ►�Jli,e �i1�li1CCI Northern Hills L.L.C., John Finguerra Northern Hills L.L.C., John Fin'gueffa F. A. Hesketh & Associates, Inc. cuss psi u'N eiii, Inc. TOWN OF MANCHESTER ENGINEERING DIVISION APPROVE7,0 FOR CONSTRUCTION BY DATE _¢�f z000 0 0 0 0 CU 0 0 0 L a Q c 0 3 ti O F- U) w 3 O U) m 0 INSTALL TYPE 'C-L' C.B. IN MEDIAN \\\ - - _ 240 � ' , / \ \ i \\ T.F. = 152.2 \� _ `\\ 3O- - \ _ ; t 160 // _ F.L. = 147.80 ♦ INSTALL 26'-15" RCP, S=0.010 CURB AND �G \� SAWCUT EXIST. PAVEMENT. RESET GRANITE \ e 2 �30 \ �-� AT MEDIAN APPLY NEW PAVEMENT SECTION \ 2p` , ' _ C3� ' \ i % ; \ �; S SHOWN. SHADED AREA INDICATES 04 `� I 1 \\ , /2 NEW PAVEMENT SECTION C 4 III \ W 2 \\\ `\� ��I�NU it '^� i \ \\ , --- �56 CONSTRUCT 5' BIT WALK ACROSS MEDIAN. r r\l 'I I {' I ; \\ C. 6. 'c' DROP CURB AT EACH END. ------------------- --_2'` -'- '-_-- -_-_ , --' I I \ ' I y CAP MEDIAN WITH 2" CLASS 2 BIT. CONC. T.F.=151.28 1 \ r , i _20 F.L.=148.08'-15" S ,' '� OVER 6" GRAVEL BASE. - - i - 154' �// �`P.B.PEDESTAL RELOCATE --------------------- _ ` , -_ `- `. ` \__ `.� ' _ _--------- - -r - - - it) ---- i 1 rrprr` ' SAWCUT EXIST PAVEMENT RESET GRANITE W 1_ _ ----- `\\\ -__- \\\�\\\ `--'-\\\\ --_ - _-- -_v -__- _ - - -----'J"�' DOU�KE B. 'E; 1 t1tr:\`\ \ O CURB AND ENT SECTION Ljj - _ '&-'C`-------- c_------__ n \ \ 1 APPLY NEW PAVEMENT \ \ \ `--------------------------------T.F = - _ - - _ - --_ J5 _ _____-- __ D �L.'�%�7 4tilr \:\\`\\\\� \ 1 "g TO SHORTEN MEDIAN AS SHOWN. SHADED AREA INDICATES NEW PkVMENT SECTION. 210'' C \� .� �_ \ -/ � V - `-_ �, . \�\-` \ ` - 1 I \ \ ----------------------- \ 1. \D.M.H. \\1 \\\\ \\\\�\\ \ SEE TRAfC SIGN \ AN FOR --- _ ---- --- ------------ - _-- __ -- Vim/ . \\ . FL: = 49.2 -n,5 P�� , i I 1 \\� \\ \\ \\\\\ , \ -- _ _ 3)5� , _ ,� _,a2' \\ `\\ \� \\ t \ ` PROP. MODIFATI EXIST. SIGNAL ram= 36 ` - - - -- \ - _ _ - _ - _- -' - - - , 1 ` \ \ f-OU1RMENT. -------- F.L.=153.10-15':hl'`' _ p -__,� �� ,,_ _____ _ >_: 7$9. 7frya"%gj��'^ \t / /' '�' --- �_� l/ t \\\\\\\ \N, \ o / ----- F.L._="153.'O-0r 15' S .'� `-� __`-__ - \\ i i ,',�/ �' -_-_ (r \�\\\\\\\\ \\�\ \ 71 �� J ` -- ---` -- - -` - ---- / i' i i' i i -'•�" _ _ - --- -- _J / / -_�'T �TK' T4L/ ; ,�' , /' / J /' i 97 - �_d'r4�fi'_' �1�._\!1\ \ ------------------------- �� / -� ' - -- - =h_}1`-flE""_ '� .'�i' / i' i i /'F.L.=147.29�''-j8'�����1 _ ----- ------ --- --- _�'_ R•E'LOQATE E�'f. IRRIGATI _ E=tN ME -ME - �� 1r� 1 i 11 20 .y � 1--------------------------------------------------- __ _ i��'���' o _ - __ _---_--------------------- ------------- 1------ -IvtRTE+f`XI�SA�MEId _ ,/// 1 i \\�-------AT LIMIT OF PAVEMENT OVERLAY --' - _ AT EXIST. JOINT ------ •--- - - i70 - PROVIDE KERF. _ ---�� -- "- --- -- - ! N R=106 197 '� ------ �-- \ ----- r /C.B_ E " ` �� /� �, - -�' _ - / ---------------- - _ J' '� 5_8_ 156- _ 190- _ 7�F.-158:26 -� _ -`� _------- - CLdcP_- - cc-%F_=161.62 ` _ 190 ''T.F=159.85-- - - - ""�'_'-\-------------- --- \ / F�` a3\\ \ -- _-----------'- , - =-�/ �/ - n / o =-15�� -- _---�------'- f'L.= 155. iS'=8- __ --- ---` " ------------------------ -___'_ - 15U _ - - LIMIT OF W G --------------- - -`__-""" _ _ BIT, QA� j I / o c� - •�� -- -- _ ____ - - - - - - - _ ---- i - _ \\-------------------- ---- - --- - - "_'� -- -- _ 1 156 _ \ ` R=3' I / G _ ------------ ------ ----- --- '^__ -_ __ __--- \\------_----------------- _ ___ -= ------ -�� - - - _ _ _ - / ------ �I �'�' - N 3545 .13 �• ___ __-------------- - ------�-�•- ,' -� ` `-cLF- _ -170- -- ------ _ --- -i _ _ _---\ I E 653021.2 - - --------------- ------ ---- _. _ , _ i- CL&P _ - - _ \\---fir ---__---------- -___ _I_�_, - - - - -r - - - _ - - o - �'S2 (n -- _ _ - - --- _ ----------- - - -16 - _ _ - _ - - z_- 0 ANp MATCH EXIST. PA EMENT -- - - - - ,\\ \ B� KL `\_ AND CURB. o G :....... - --- - - - - \ \ ------ `- 1 N 35 244.8 o " o E 652969.64 `I r i �' - '' / .. \ / • BUCKLAND ROAD \'- o // o `� N 0415 29 N1 0 \ 11 -' `\ 11 f 2 ..,� . - t 1 CONTROL POINT - \ _ o o , 1 _ _ _ - _ \ \\ `.� ' 1 CHD RAN MON ,f6018 -• T _W \ \ N PC = 10+`69 _ -\'3. i N 354, 439.41 WATER \ 11 N 355314.63 , \ 1 \0 \ ` W E 652964.45 1 - / _ / E 652, 985.98 w ' - -- r - __�1 -O / i s/-\ i ,k g ' i ELEVATION = 151.65 iA - .... �, 4 O o /// /// /��_ / /,8578S �' D.MH.�/ \ No- 152.75 : 2 . REMOVE EXIST. C.B. \\ ♦ , �5l -� / V INACESS/BLE , \ Z. 1 \\ MATCH EXIST. PAVEMENT At\yU `` t % /'� TF=154.56' C.B. 'C-L' / CONSTRUCT TYPE 'C' C.B. \\ ' , 6; 71'-12" W T.F.=151.92' C.B. 'C' AT PROP. CURB LINE CURB. \ \ T.F.=152.49' t \ 1 S.M.H. ' \\ lI I STA 11+21 RT. PROPOSED WALLS AND SIDEWALK - F:L.=15 .66'-12" E F.L.=147.52'-12" w L \ F.L.=149.19'-12\E \ T.F.=151.85' STA 12+51.00, 28.31 RT \\ _ F.L.=147.42'-12" E INV.=1 ' T.F. = 161.56 BY SITE CONTRACTOR. \\ _ /' 3 .81 IST. SEE SITE PLANS BY FUSS & O'NEILL, INC. \ j ��� s� '� //ESET C.B. COVER '•a' ' ': 5 RESET EXIST. PIPES AS REQUIRED � 1 / � C.B.cB'c' C.B. 'C-L' \ - --�- - • - ' PROPOSED DRAINAGE CONNECTION BY \\ '� /' / T.F.=155.24' T.F. = 151.60 T.F.=151.72' \\ \ ��`'� .' RESET MH COVER TO PROP. \_ ,' / F.L.=151.14'-12" E F.L. = 147.54-15" N F.L.=147.32'-12" E ` ` \ `:s_::� \o PAVEMENT GRADE. SITE CONTRACTOR. / I RECONSTRUCT EXIST. C.B. ` \ �; / PLUG EXIST. PIPE/K.O. REMOVE C.B. ♦ TYP. FOR ALL COVERS zs� / �. :.. C ) C. AT PROP. CURB LINE i 1 \ t WEST & PIPE j5o TF. 'c' III RESET COVER 0.5'f RT. \ \ .:: / T.F.=163.36 II STA 11+50.50, 27.31 RT ' \ / �'� MATCH EXIST. CURB F.L.=156.51-15" W II T.F. = 159.66 N/F 1 nl I� 1 ost _/ MiCHELL M. SLOWICK MICHELL M. SLOWICK N F ", J �� CAP & REMOVE EXIST. IRRIGATION ' , • ,� o D.M.H. I GURRIE A. & BARBARA R. FAND02'2/ LINE IN MEDIAN. T.F.=156.16 F.L.=152.16-15" NE I I 1 DOWN EAST ASSOC. LTD. PART. i ��� \ ; REMOVE AND RESET EXIST. GRANITE CURB AND F.L.=152.06-15" W it N/F ! REALIGN MEDIAN AS SHOWN. F.L.=145.26-18" W � - \ CAP MEDIAN WITH 2" CLASS 2 BIT. CONC.�_ F.L.=145.06-STUB E ii � MARY A. VARRICK \ ,;:•.�. - • .' � \ OVER 6 GRAVEL BASE. _ �m\ sn� _ c. F. L. APPLY NEW PAVEMENT SECTION 1N WIDENED AREA \ -.- SAWCUT EXISTING PAVEMENT, REMOVE EXIST. CURB, AND NOTES: 146 _-\\\\^\ g APPLY NEW PAVEMENT AND CURB SECTION TO WIDEN ROAD \ (SEE DETAIL SHEET 22):. ' AS SHOWN. SHADED AREA INDICATES NEW PAVEMENT 1. ROADWAY CONTRACTOR SHALL COORDINATE THE WORK SECTION. WITH THE SITE CONTRACTOR. SITE RETAINING WALLS Amn AggnrIATFn f,RAllII\I(_ czwr)i II r) R� (-nAADI CTCr) DDInD L_ vl1, 1L11I1_o ♦JI IVLJLL UL 1/VIVII LI- ILL I I\1VI\ TO THE COMMENCEMENT OF THE ROADWAY WIDENING WORK. 2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF SOUTH WINDSOR ENGINEERING DEPT. TO HAVE ALL ROADWAY DRAINAGE CONSTRUCTION INSPECTED PRIOR TO BACKFILLING. 3. ALL EXISTING GRANITE CURB DAMAGED DURING RESETTING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE TOWN OF MANCHESTER. CURVED SECTIONS CAN BE RESET ONLY IF THEY ARE CLEANED OF ALL CONCRETE BEDDING AND ARE RESET TO THE SAME RADIUS. 4. LIMIT OF PAVEMENT RECLAMATION SHOWN IN WESTBOUND LANES IS APPROXIMATE. ACTUAL LIMITS ARE TO THE EXISTING JOINT IN THE iviiuvLE vvESTBvuivD LAIVt AivD WILL BE Dt IERMINEU IN IHE FIELD BY THE TOWN OF MANCHESTER PRIOR TO THE START OF CONSTRUCTION. RECLAIM EXIST. PAVEMENT TO 15" DEPTH Al ON17 P7YI(ZTEE CnUV!`I ITC / II'IIAITC (SDETAIL SHEET 22) (SEE NOTE 4) \ U l' 5176 SNET OVERLAY ENTIRE WIDTH OF ROAD \\ ! `' .0 W/ 1 1 /2" BIT. CONC., CLASS 1. LIMIT OF PAVEMENT OVERLAY EASTBOUND V. \ PROVIDE KERF. SNET on�n STA 4+88 �� �' «„ �> \\ r T. F.=145.33' INV=133.33' LIMIT OF PAVEMENT OVERLAY WESTBOUND \) PROVIDE KERF. \CD STA 5+ 15 LT. 1 \ C. B. 'C' \ a T. F.=143.09' \ m -40 0 40 80 120 F.L.=138.54'-12" S \ o SCALE: 1" = 40' \\ o Cu ROADWAY WIDENING PLAN revic inns APPROVE-D 1 GYIJIVIIJ. - PREPARED FOR .�� $ NOR MERN HILLS LL C no: date: escrl ion: o �\; � t ..,.. � .• • - •- 1 2 09/00 TOWN OF MANCH. COMMENTS a ' "� "" i vi r°-• E R I N G � ?r/f' S ` I N .. ----- 2 2 /15 /00 MI'SC. CORRECTIONS rl r � r+ � 1, i �- � � � � � .-.. .,...... ��......... ' • v'w w •"�` 1 3 2%23/00 RECONSTRUCTION LIMITS OWN OF MANNCH'STER CT MANCHESTER & SOUTH WINDSOR, CONNECTICUT 4 3/02/0o TOWN of S.W. COMMENTS 3 i. I- 5 3/15/00 TOWN OF MANCH. COMMENTS 1 Cu DATE: date: 11-09-99 drawn by. CAD Job no: 94010.10 6 4/04/00 TOWN OF MANCH. COMMENTS 7 4/10/00 RELEASED FOR CONSTRUCTION C_ scale: 1'=40' checked by. SFM sheet no: 3 OF 24 MIN F. A. Hesketh & Associa#es, Inc. 3 RW-2s c�-ean,�-�, a-ook, ga t Granby, CT oaozs �° ( O) S ooEn CM Traft • &rwyam • pbmI . L.nAwam A W*gca e_ nmd 2 _aka ou went "o CU O a a) -40 O O O Cu a) a-� N Cu C'n O Q Q C O D7 3 O rr rr W O U' Z W O U 3r I � / I I / f � 1 f >r I , I I 1 I I APPLY 4" WHITE c.9 12, N 12, 12, Vv MATCH EXISTING PAVEMENT MARKINGS STA 24+50t APPLY 4" WHITE S GN LEGEND 170-1 ® 31-0630(D) A;Nc JU 31-0246 OS 31-1629 ONLY ONLY ® 31-5506� QK 31-0528 YIELD 0 31-1632 L35 © 31-0122 ©31-0458 1*1*1 t #NJ U 31-5506 RIGHT ONLY ONLY LEFTQ 52-2008 ISOUTH WHIDSOR LANE TOWN UNE OD 31-0193 0� O 31-0121 M TURN LEFT © 31-5506 Q 31- ZAST. I40 O IV QX 41-4818 OF 31-1546 OADOPT A ROAD QO 31-0445 IONLYI I IONLYI © 41-4335 � TO QZ 41-4822 �r J WEST © (0 !1►CKIE uP1 QH 41-4335 < > . LIMIT TO © 31-5515 STRICTLY EAST n ® s4 0 10 31-0194 I UL NLTI TO WEST ® 31-0370 �D 31-1546 ©E 31-0194 ® 31-1629 31-0557 ® 31-0337 II 31-0308 JJ 31-0445 © 31-0122 BUCKLANO I � f / I , I , , , f PAVEMENT MARKINGS IN DRIVE BY SITE CONTRACTOR RELOCATE EXISTING APPLY 4" DASHED WHITE (TYP.) y L IT rr f APPLY WHITE PAINTED —�= ® LANE USE ARROW (TYP. o •1••� RDA r" a8. 12, 2' 12, ,► APPLY 4" DOUBLE YELLOW ♦ .�95 12' ` - / +45 ce / CC / / I ♦ / I I / / I / N /F STATE 'Dr �00 E, C-UT DEPT. OF TRANSPORTATION / N/F / ♦ / STATE OF CONNECTICUT / / DEPT. OF TRANSPORTATION / •• / If I / If I *i It1 ONLY ONLY 1' IV, Y1 41 QNLONLY ■ ONLY E:k11r ONLY RIGHT LANE MUST qiT EXISTING SIGN 41R-G�D SIGN OR RELOCATED LL 31-0368 r r TO 51-6650 MM 51-6662 51--2686(R) RIGHT TURN NN ON RED 31-0847 FROM RIGHT LANE ONLY NOTES: 0 V) 0 0 Or �III65 — � 01 0 VI 0 f APPLY 4" WHITE I E-eu� f 0 • �,. • EET UNf 12. f APPLY 12" WHITE 1 STOPBAR 1 APPLY 4" DOUBLE YELLOW t / t STATE N /F OF CONNECTICUT DEPT. OF TRANSPORTATION j I • ' If I f t ' ' ADELINE /P. URSO f n f ' 1 1 _ t •- 1. ALL PAVEMENT MARKINGS SHALL BE LAYED OUT FROM THE BASELINE EXCEPT AS NOTED. 7__ F.RA1)1> ATF AI�I FY1ST]Nr. PAVJFhAFMT AA,APVIAII.0 THAT ARE NOT CONSISTENT WITH THIS PLAN. 1<1 12, +35 12, 12, u V t BY ," ►FF g IG 1V4"1J ! U. TOWN OF MANCHE'STER, CT pr C7c'-� DATE: s ••�- N/F CATHOLIC CEMETERIES ASSOC. ARCHDIOCESE OF HARTFORD W W U W G CC LOCATE EXISTING 12, +35 1 IW IW to -40 0 40 8D 12D 0 SCALE: 1" = 40' o Cu C) SIGNING & PAVEMENT MARKING PLAN revisions: cli PREPARED FOR no: date:description: j TOWN Of �,ML lTS 2 3 15 00 SHEET NO. BUCKLAND ROAD dt SITE DRIVE 3 4/04/00 FINAL COMMENTSCD t SOUTH WINDSOR, CONNECTICUT 1 4 14/10/001 RELEASED FOR CONSTRUCTION11 a date: 11-09-99 drawn by: CAD job no: 94010.10 scale: 1 "=40' checked by. SFM sheet no: 5 OF 24 a jPi,ct�. (eeo) o Pm-1 8 �- , � , E. a.�,,, � (NO) awl & • Mnn m • Lwdwmpe Arditob .-nMII n.�c.Iln•«,I.t,�t Il APPLY 12" WHITE STOP BAR N 857354.53 E 1060822.1 Ia BIT DRIVE LAND LEASED TO IUlf) D 'CTA11PAA1T !'!Y?DnPA77nN C. P. #20004 PK NAIL N 857111.22 E 1060661.5 ELEV.=191.20 SlT DRIVE LAND LEASED TO ETHAN ALLEN NIF CIRCLE ASSOCIA TES ET. AL. M.L.R. VOL.1696 PG 178 BIT DRIVE PK NAIL N 856901.85 E 1060556.5, ELEV=18.3.2 SIT DRIVE E 1060475.39 { 1to �ROUTF 30 APPLY WHITE PAINTED CROSSWALK RELOCATE EXIST. BIT DRIVE .BFT DRIVE CONC O p A 0 O CONC FUELING BURIED It PAD ISLANDS FUEL TANKS O O O O a ❑ ❑ a N STAR EN7FAPR/SE M.L.R. VOL.13449 PG.130 EXISTING -Mi-it GAS STATION v O ' CONC { PAD O APPLY WHITE PAINTED { ` LANE USE AROW (TYP.) ` { RELOCATE EXIST. APPLY 12" WHITE STOP BAR I'12" APPLY 4" DOUBLE YELLOW ' 1 00 12'{11" + E 1] 11' 11' 13 0 11 lit 11 LIMIT OF RECONSTRUCTION. 0 MATCH EXIST. PAVEMENT MARKINGS + { APPLY W41 TE #PAM T-ED �CROSSWAt , { APPLY 4" WHITE Q{ I �{ APPLY 4" DASHED WHITE(TYP.) -APPLY -4"1= YELLOW 14 0� J Z 11 1' • { + 11' 11' { 1 15 00 I i i '` { 1 1 11' 11' 11' 11' 11 { APPLY NEW PAVEMENT MARKINGS AS SHOWN. 16 01 d- 1 LIMIT OF RECONSTRUCTION. {� 1 MATCH EXIST. PAVEMENT MARKINGS STA 16+25 Nl1 ' CIRCLE ASSOCIATES ET.AL. NOTES: 1. ALL PAINTED PAVEMENT MARKINGS SHALL BE .EPDXY RESIN CONFORMING TO CURRENT CONNDOT SPECIFICATIONS. 2. ALL PAVEMENT MARKINGS SHALL BE LAYED OUT FROM THE BASELINE EXCEPT AS NOTED. -.4 0 H H �2 U = W W W C.> o WA W J LL 10 c \ \ \ N M d 6 •� O e}. O Z J W o CI) Z J W f , W V) U o a Q J 0 Z z ,.I o H = W o v aj Q p Q U) W U 3 0 U 43 a 3. ERADICATE ALL EXISTING PAVEMENT MARKINGS THAT ARE 2"R O E D 0 ( J 0 0 NOT CONSISTENT WITH THIS PLAN. Z Q 4. SEE SHEET 5 FOR SIGN LEGEND N N TOWN OF CT ti S✓Io DATE: t�I-z-%�000 CXTEN :6 HALE GRAPHIC SCALE M 40 0 20 40 ao 1w I 1 inch = 40 ft. I 1 MOVEMENT DIAGRAM ENERGY BY -DEVELOPER METER # -- UNMETERED SERVICE II MAINT LEVEL SERVICE POLE-SNET 8 INTERSECTION # 1L ® J L OFFICE RECORD CONSTRUCTION NOTES s --.._.. -- - --- - -- . 2 z 4 6 5 4 SIGNAL FACES sTc# sM # 1 ALL TRAFFIC SIGNAL EQUIPMENT IS NEW. NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 12" 12" 2 O INSTALL 30X30 HANDHOLE. ALL OTHERS TYPE II. FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL 1 Y �- G ♦-'f- G G G Y R R R R O R 2 Y G G G G Y R R R R 3 INSTALL HANDHOLES APPROX. 1 BEHIND CURB OR EDGE OF 3 Y R R R G Y R R R R 1(z)lryl f Y) ROAD IN SNOW SHELF UNLESS OTHERWISE SPECIFIED. F 4 Y R R R G Y —► R —► R —► R -*-10, R A 5 R R R R R R R G Y R O O O 4 INSTALL LOOP DETECTORS IN BASE COURSE OR EXISTING 6 R R—► Rom► R R R R G Y—►D R—►@ PAVEMENT 3' OFF EDGE OF ROAD AND 8' APART UNLESS C 7 R R R R R R R G Y R 1 2,3,5 OTHERWISE NOTED. SEGMENTED LOOPS TO BE SPLICED I SERIES. E 5 INSTALL CONCRETE SIDEWALK ON CABINET DOOR SIDE OF O12" CONTROLLER FOUNDATION TO THE DIMENSIONS SHOWN ON THE STANDARD INSTALLATION DETAIL SHEET. R 8" Yn Y 6 CABINET DOOR TO OPEN FIELD SIDE. MIN GRN 4 18 9 ���--JJ �1 O-------1 A.1 -1 11 1 1111 IT Kl C Ii KI T!\ ilr A f1 »mmre-e- nl ITT/'1A1 WALK 2 ((; 7 F'tUtJ I KIH1V t'UJI-itSU I I UIV JII�IV I U Mr- U I-'NtJJ C5U I I UIN N PED CLR 15 FOR GREEN SIGNAL" T VEH XT 7 4,6 7 EMAX 112 27 8 A INSTALL 55' MAST ARM STA 18+60, 57' RT, SEE DETAIL A MAX 2 19 41 26 O R YELLOW 3 3 n 3 � \ / RED , , A 1 1 IA11-\1/1 A TI/\AI[•• III „I- I �� I A..fIC\ 9 © INSTALL 40' MAST ARM STA 17+35, 32' LT, SEE DETAIL B V -- ALL IINUIk,/A IIUIVJ HAVE LED LAIVIr':) ADD INIT A MAX INIT 10 © INSTALL SIGNAL HEAD, PEDESTRIAN PUSH BUTTON AND SIGN, L TBR PEDESTAL & FOUNDATION, STA 17+50, 66' RT I S TTR MIN GAP STATE OF CONNECTICUT 11 OD INSTALL SIGNAL HEAD, PEDESTAL & FOUNDATION, STA 18+03, 36' LT II MODE LOCK MIN RECALL OFF LOCK OFF OFF OFF OFF DEPARTMENT OF TRANSPORTATION INT START THIS PHASE BUR..OF ENGINEERING & HWY OPERATIONS DETECTORS PROGRAM COORDINATION TYPE- NONE PERMIS SYSTEM TECHNICAL NOTES ���� DIVISION OF TRAFFIC ENGINEERING 12OE INSTALL RISER ASSEMBLY ON RELOCATED SNET 9. COORDINATE LOC TRAFFIC CONTROL SIGNAL INSTALLATION WITH SNET REPRESENTATIVE EVELYN PERRY IDENT SIZE (WXL) TURNS MODE FUNCTION T I M E DAYS OFFSET PHASE SPLITS SEC /% PERIOD MASTER STANDARD OVERLAP SKIP FEATURES APPLY AT (860) 725-1011 D1 6'x6' 3 PULSE FLASH I FUTURE I I I SEC I /0 I 01 I 02 I 03 I 04 I 05 I 06 I 07 I 08 I 0 ISECI - 02 ON TO OMIT 01 U TO BY Y IF 02 NEXT TOWN OF SOUTH WINDSOR DI I/\VI AKIM Dr%Aft AT AIf10TUC*DAI WI i C nD1\/C �I D2 I 32'x6' �- 2 PULSE MAX 2 ,snn—,Ann M-F UVV1\LI"11\V 1\VnV /91 1\VI\II ILI\I111LLJ VI\1.L D2A 20'x6' 2 PULSE 2 TO BE R IF 02 NEXT 'I D4 6'x6' 3 PULSE MAX 2 1100-1400 SA&SU !I D4A 6'x6' 3 8" DELAY MAX 1 ALL OTHER TIMES TRAFFIC ELECTRICAL I D4B 14'x6' 2 8" DELAY DATE DATE D4C 20'x6' 2 8" DELAY ENGINEER C• ,M ' DRAFTER C\P '� ,02 — - ,rr CHECKED BY �10 iW - - 10 SUBMITTED BY ES ;� 1: LERGEND D 184 � RED ARROW WO WALK/ PED. CLR APPROVED BY I ,e2 Y YELLOW Q- YELLOW ARROW D.W. DON'T WALK DATE F 1N — 178 zz G GREEN Q— GREEN ARROW FL. FLASHING ,7e �� ,7e 17° 174 174 172 172 170 _ i7 1N ,e6 a DISTANCE ALONG MAST ARIA DISTANCE ALONG MAST ARM # INTERSECTION # 2" RMC, 14/2 [LEV 2" RMC, 14/2, 4 #12 THHN DETAIL A DETAIL B d 1 "= 20' 2" RMC, 14/9, 14/7, 14/3 Qcs (f� 2" RMC, 14/9, 14/7, 14/3, 3-14/2 V < FI FrTRIr HTII ITY REPRESENTATIVE. TELEPHONE COMPANY REPRESENTATI E. 2-2" RMC 14/9 3-14/7, 2-14/5, 3-14/3, 7-14/2 �' i/ 1 JAHON M. KARVANDI, CL&P EVELYN PERRY, SNET (/� I 2" RMC (SPARE) (860) 871-3443 (860) 725-1011 I �� \\ 1 1 ��•� Y 1 48 TOLLAND STAGE ROAD 40 BRAINARD RD - 1 1 4A �"\ I Z 0 7jr �� TOLLAND, CT 06084 HARTFORD CT 06114 -� 2" RMC, 2-14/2 ❑ ❑ O� `` \\�� 1 m 1 22' 2" RMC, 14/7, 14/3�k.14/2 2" RMC, 2-14/2 1 2" RMC, 14/2 m i e C \ `� I RET. WALL 2" RMC, 14/2 A --- 1-------- ----�- -- DEVELOPER: ENGINEER: z PROPOSED R�O.W. — T�' ��-- -- -- —p4C---❑------------_❑__ __--- - NORTHERN HILLS ASSOCIATES F.A. HESKETH &ASSOCIATES, INC. 8T ---- D JOHN FINGUERRA (860) 653-8000 (757) 422-5566 6 CREAMERYBROOK 170' 170' _610 1109 ROSE LANE EAST GRANBY, CT 06026 —�- — 3 0o �� ,,, 0 1_ 1 - o - ,n 170' VIRGINIA BEACH VA 23451 c� v �/ v LJ Mani v - N N p 00 STATE OF CONNECTICUT N Q N N "•' 18' r 5 2 BUCKLAND ROAD SNET I ', crr, rREVISIONS �+ --- b REL APPROX _ _ _ _ _ _ ❑ ❑----------- --- HY5 U SNET7 fi I�', iw � °,�'` 1 DEPARTMENT OF TRANSPORTATION REL L 1 t: ,' i1,� 'oii y , ,'! 'n �w . +r 9 +..• t�A SNETs QA SNETa B �, Rr>\a sit w�, `_T� BUREAU OF ENGINEERING & HIGHWAY OPERATIONS % w p 2" RMC, 14/7, 14/5, 14/3 q? i �04"i� �`" DIVISION OF TRAFFIC ENGINEERING 2" RMC, 14/7, 2-14/5, 14/3 1 P ' `�� ��-2" RMC, 8%2 SERVICE �2" RMC, 14%5 I ; SIGN =�° V I1- -c- (-�- o �� .__..._ I 2" RMCI 8/2 SERVICE 1 1 / OA 31-0370 \� 1 I CONSTRUCTION BASELINE RIGHT LANE TRAFFIC CONTROL SIGNAL © 31-0122 ( MUST TURN RIGHT STEEL MAST ARM ASSEMBLY DATA SHAFT ARM MIN. EQUIV. END LOAD POLE B.C. F LENGTH LENGTH WEIGHT LBS. AREA S.F. 0 20" 22' 55' 400 40 © 20" 22' 40' 250 30 © 31-1546 (7 ) e e I 1 1 /'\/1A I A I r/1TI /-NI 1 T e �,UININLU I IUIJ I SEE SEPARATE PLAN FOR ADDITIONAL DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS AND SIGNING TO WN;,,- S:..I � N A � PROJECT TITLE: 0 2 4/10/00 TOWN OF SW COMMENTS LEGEND: O PROPOSED WOOD SPAN PO+l • EXISTING WOOD SPAN POLr PROPOSED STEEL SPAN P� ® LE ® EXISTING STEEL SPAN POL:: PROPOSED UTILITY POLE TRAFFIC SIGNAL FACE EXISTING UTILITY POLE p Q— PEDESTRIAN SIGNAL HEAD ❑ PEDESTAL MOUNTING ■A AUDIBLE PEDESTRIAN SIGNAL El PEDESTRIAN PUSH BUTTON & SIGN Q LOOP DETECTOR ■ MAGNETIC DETECTOR SD SYSTEM DETECTOR Q—O—OOPTICAL DETECTOR ® PROPOSED CONTROLLER ® EXISTING CONTROLLER ® PROPOSED HANDHOLE ❑ EXISTING HANDHOLE ---pRGID MOIETAMCONDUI —0— EXISTING R.M.C. (RIGID METAL CONDUIT) CABLE CLOSURE '-� DET. LEADS IN SAW CUT o—® MICROWAVE DETECTOR + STRAIN INSULATOR AUXILIARY TERMINATION CABINET ® AUXILIARY EQUIPMENT CABINET TRAFFIC CONTROL SIGNAL LAYOUT TOWN OF SOUTH WINDSOR BUCKLAND ROAD AT NORTHERN HILLS DRIVE 1 4 04 0o / / FINAL COMMENTS TOWN OF SOUTH WINDSOR BUCKLAND ROAD AT NORTHERN HILLS DRIVE TOWN: PROJECT NO.: 94010.00 CADD FILE NAME: DATE PLOTTED: " SCALE - 1 =40 N0. DATE INIT. DESCRIPTION DRAWING TITLE: TRAFFIC SIGNAL PLAN SHEET DRAWING NO.: TS-1 REVISIONS SHEET NO.: g OF 24 a.� 0co 10 L t]. a CD 3 0 o� In U .O i cn w CD J cn m i T nl r 36° 13.69 5.44 K T.02 M. 26_j - IFPH MFRRITT & COMPANY CONSTRUC1IUN 1. ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING, EXCEPT AS NOTED. 2..OINSTALL NEW FACE 6 "AS SHOWN. REPLACE 14/9 WITH 14/15 BETWEEN SIGNAL HEAD AND CABLE CLOSURE. 3. OINSTALL NEW 30" X 30" HANDHOLE AND EXTEND 2" RMC INTO NEW riANCHOLE. REPLACE 14/7 CABLES (PED. SIGNALS) AND 14/2 CA3LES (DETECTORS) AS NECESSARY. SPLICING IS NOT PERMITTED. 4. DD7 LOOPS ARE NEW. INSTALL LOOPS 8' APART AND 4' OFF CURB LINE. INSTALL LOOPS PRIOR TO RESURFACING IN THIS AREA. SPLICE SEGMENTED LOOPS IN SERIES. 5. OD RELOCATE PEDESTRIAN SIGNALS AND PEDESTAL TO NEW FOUNDATION AS SHOWN. INSTALL NEW 2" RMC FROM EXISTING HANDHOLE TO NEW PEDESTAL LOCATION. REMOVE ABANDONED EQUIPMENT. USE NEW 14/7 CABLE IF NECESSARY. 6. W 30" X 30" RANDHOLE. ALL OTHERS TYPE II. 4 FLUSM WITM GROUND ■ �.0-3 r r PRE-EMPT PHASE MOVEMENT DIAGRAM ENERGY BY- METER # INTERSECTION s 4- MAINT LEVEL SERVICE POLE- # NONE 1 � - . s s� OFFICE RECORD SIGNAL FACES nT� „ CONSTRUCTION NOTES 1I-FrSM # I II III I�.�{■ R 12" R 12„ NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE O O 7 PHASE 8 FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL Y 1 Y *-- G G G G Y R R R R O O 2 Y G R R G Y R R R R O 0 o O 3 Y R G G G Y R R R R 1 ALL TRAFFIC SIGNAL EQUIPMENT IS NEW. F 4 R R R R R R R G Y R 2 QW INSTALL 30X30 HANDHOLE. ALL OTHERS TYPE II. A 6 R R 5 R R R R -Y-* R R R R G Y-►�i R -► Q 1 4 R R R R R G Y R 3 INSTALL HANDHOLES APPROX. 1' BEHIND CURB OR EDGE OF C R 0 12$$ R 12" ROAD IN SNOW SHELF UNLESS OTHERWISE SPECIFIED. 0 811 E CR 4 INSTALL CONCRETE SIDEWALK ON CABINET DOOR SIDE OF Y CONTROLLER FOUNDATION TO THE DIMENSIONS SHOWN o cy I ON THE STANDARD INSTALLATION DETAIL SHEET. a- YIELD POINT O O G I 5 CABINET DOOR TO OPEN FIELD SIDE. o 2,3 5 6 I 6 TRAFFIC SIGNAL CABLE CLOSURE SHALL BE INSTALLED ON THE SPAN ±10' FROM THE SIGNAL POLE. WALK MIN GRN 4 15 1 ALL SIGNAL FACES ARE LED N PED CLR 1 7 PEDESTRIAN PUSHBUTTON SIGN TO READ "PRESS BUTTON T VEH EXT 2 12 FOR GREEN SIGNAL" PRE-EMPT 1 E MAX 1 10 22 14 MAX 2 16 40 25 R YELLOW 3 3 3 v RED 1 2 1 A ADD INIT MAX [NIT L TBR S TTR MIN GAP MODE NON INT START -LOCK MAX RECALL OFF NON -LOCK OFF OFF OFF OFF DETECTORS PROGRAM COORDINATION TYPE- SYSTEM 8 QA EXTEND 2" RMC FROM EXISTING, HANDHOLE © TO NEW HANDHOLE © AND SPAN POLE. PULL NEW 14/12 PR INTERCONNECT CABLE THROUGH EXISTING AND PROPOSED CONDUIT AND ACROSS SPAN BETWEEN CONTROLLER AND CONTROLLER FOR NORTHWEST MALL DRIVE SIGNAL. STATE OF CONNECTICUT Wl DEPARTMENT OF TRANSPORTATION BUR. OF ENGINEERING & HWY OPERATIONS PERMIS LOC TECHNICAL NOTES DIVISION OF TRAFFIC ENGINEERING IDENT CAMERA PHASE MODE FUNCTION T I M E DAYS OFFSET PHASE SPLITS SEC / % PERIOD F A FMWW TRAFFIC CONTROL SIGNAL MASTER STANDARD OVERLAP SKIP FEATURES APPLY k1a D1 1 1 PRESENCE CYCLE SEC % ,a1 ®2 o3 o4 m5 06 e7 e8 m SEC 1 TO BY Y IF 02 NEXT D4A 2 4 6" DELAY D4B 2 4 PRESENCE (Z TO BY R IF 02 NEXT TOWN OF MANCHESTER BUCKLAND DRIVE AT HOME DEPOT DRIVE TRAFFIC ELECTRICAL DATE DATE ENGINEER C DRAFTER CAP CHECKED BY Np LEGEND: SUBMITTED BY ES R RED Q-R RED ARROW WO/ WALK/ PED. CLR APPROVED BY -- Y YELLOW Q * YELLOW ARROW D.W.DON'T WALK DATE G GREEN Q- GREEN ARROW FL. FLASHING 20/3 O.C., 14/21, 14/7, 14/3, 16/12 PR, COAX REV # INTERSECTION # 20/3 O.C., 2-14/7, 3-14/5, 14/3, 16/12 PR, COAX 20/3 O.C., 2-14/7, 2-14/5, 14/3, 16/12 PR, COAX 2 RMC, 2 #0 (SERVICE) 20/3 O.C., 14/7, 2-14/5, 14/3, 16/12 PR, COAX STA 419+70 STA 420+74OFF 38' LT 20/3 O.C., 14/7, 2-14/5, 16/12 PR 2" RMC, 2-14/21, 2-14/7, 2-14/3, 2-20/3 O.C. 2-COAX OFF 38' LT /�2" RMC, (SPARE) 2" RMC, 2 #0 (SERVICE) 2" RMC, 16/12 PR RMC2-14/21 2" , , 2-14/7, 2-14/3, 2-20/3 O.C. 2-COAX 0' 30 RTENANC�- _ 5 ---=_�_---_- ❑ 2" RMC, 16/12 PR / /nFF1C SIGN AP��-J _ D ' © -• Q 1'I OF �``�' _ - W ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: < 2" RMC, 2-14/21, 2-14/7, 2-14/3, 2-20/3 O.C., 2-COAX �ENPN _ ° © w 2" RMC 16/2 PR, 2" RMC (SPARE) FOR MP\N 422+00 423+00 N MATT NOAK NAME PHONE # N/A 2" RMC, 2 #0 (SERVICE) �PSEMEN - � � I 400-410 SHELDON STREET � ADDRESS _ 20/3, 14/7, 14/9, 14/3, coax o' ��z_ HARTFORD, CT 06103 TOWN z 17' (860) 280-2311 --I 14/21, 20/3 O.C. g m 14/3, COAX 20/3, 14/7, 14/3, COAX 15 W 16 00 C _ - - - • - • • - • • - • Q m C� 14/3, COAX, 20/3 O.C. / 1 2 D nF\/FI nPFR• rnl�inirrr� O / 1. CIV VI IV ttK: z ` 16, 14/3, COAX 14/7 � � , 2-14/5 , 16/12 PR 14/7, 14/5, 16/12 PR AQ 2" RMC, 16/12 PR NORTHERN HILLS LLC F.A. HESKETH & ASSOCIATES, INC. >, JOHN FINGUERRA 2 RMC, 16/12 " '� (860) 653-8000 \ F ico °' (757) 422-556 \\\ � 14/7, 16/12 PR co �co 00 6 CREAMERY BROOK \ + 00 r\ 1109 ROSE LANE STA 420+64 N irO 0)EAST GRANBY, CT 06026 OFF 42' RT cV�t iLo Lo / ��� M�N� F GNB D B 4 Iz w t-D POLE DATA Q �� ' 1 r �11 ti REVISIONS IN 32 FT, 22' B.C., 10,000 LBS LOAD AT YIELD LP / � STATE OF CONNECTICUT ka ' G SOWN' OF MAN-PlES'fEr(, �"i` DEPARTMENT OF TRANSPORTATION - aUREAU Ur EINGIINEERINU HIGHWAY UPERA I IUNS 2" RMC SPARE l aG DIVISION Or TRAFFIC ENGINEERING 5 © DATE- STA 418+9-� / 1 OF 53 RT / �1 0 SIGN LEGEND __ ___ I- .� 1 'T f i A r r I /1 /1 r1 A I T f'1 /1 I n I � n i A i HOME DEPU l © NOTE: U 31-0334 �� r _ I� H r r l l� 1, U IN I K U L J I v IN A L F A B TEST PITS REQUIRED ONLY / p �cS`ScS�jX 0 / CONSTRUCTION BASE LINE AT POLE LOCATIONS © 31-1526 -ON ol 7 DRI CONNECTICUT ONLY l\ r1 r- r1 A r--% T \ I I- k 1 UEHAN I MAN -fI OF TRANSPORTATION TOWN SIGNAL LEGEND: o PROJECT TITLE: Q PROPOSED WOOD SPAN POLE PROPOSED UTILITY POLE 2 4/10/00 RELEASED FOR CONSTRUCTION TRAFFIC SIGNAL FACE ❑ MAGNETIC DETECTOR ® EXISTING CONTROLLER -0- EXISTING R.M.C. o-® VIDEO DETECTOR TRAFFIC CONTROL SIGNAL LAYOUT 0 Q EXISTING WOOD SPAN POLE EXISTING UTILITY POLE P (RIGID METAL CONDUIT) ro- 4 / TOWN: PROJECT NO.: 94010.00 Q- PEDESTRIAN SIGNAL HEAD SD SYSTEM DETECTOR PROPOSED HANDHOLE STRAIN INSULATOR TOWN OF MANCHESTER /04 00 FINAL COMMENTS TOWN OF MANCHESTERMANCHESTER ® PROPOSED STEEL SPAN POLE ❑ PEDESTAL MOUNTING O CABLE CLOSURE CADD FILE NAME:❑J AUDIBLE PEDESTRIAN SIGNAL=„�,PROPOSOP-nCAL DETECTOR ❑ EXISTING HANDHOLE DET. LEADS IN SAW CUT E AUXILIARY TERMINATION CABINET SCALE - 1:40 BUCKLAND DRIVE AT HOME DEPOT DRIVE DATE INIT. DESCRIPTION BUCKLAND DRIVE AT HOME DEPOT DRIVE DRAWING TITLE: DRAWING NO.: TS-3 ® EXISTING STEEL SPAN POLE � PEDESTRIAN PUSH BUTTON do SIGN O LOOP DETECTOR ® PROPOSED CONTROLLER - P OPOSED R.M.C. ® AUXILIARY EQUIPMENT CABINET -" RIgD METAL CONDUI DATE PLOTTED: REVISIONS TRAFFIC SIGNAL SHEET NO.: 10 OF 24 PLAN SHEET DET LOCK ON DELAY 0 ALT MIN GRN 6 ALT YELLOW PARENT ALT RED PARENT ALT PED CLR 0 HOLD GREEN 6 HOLD YELLOW 3 HOLD RED 2 HOLD PHASE 2 EXIT PHASE 4 EXIT CALL NONE 0 41 ra 41 0 0 0 CU m Q' F l ) 7 PRE-EMPT A PRE-EMPT B PRE-EMPT B PRE-EMPT A ENERGY BY -DEVELOPER METER # - II � � 111 NAINT LEVEL SERVICE POLE -UNDERGROUND INTERSECTION # OFFICE RECORD 4 2 lk- CONSTRUCTION NOTES NONE '� ®- 3 s 4 5 -®SIGNAL FACES STC # SM # T TF � 8 T 12" 12" 12 1 ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED. I/�\I I/�\I I/nll NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 U 2 WO INSTALL 30"X30" HANDHOLE. ALL OTHERS TYPE II. FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL 1 R 4-- 4 -- R R R R R R R R R R R R R R R R O O O 3 INSTALL HANDHOLES APPROXIMATELY 1' BEHIND CURB IN SNOW 2 Y R R R G Y R R R R R R R R R R R R R SHELF UNLESS OTHERWISE NOTED. 3 R R R R R R R G Y R R R R R R R R R R G G 4 R R---* R� R R R R R R R G Y® R® R R R R R R O 4 OA LOCATE EXISTING RIGID METAL CONDUIT. EXTEND INTO NEW HANDHOLE. l 5 R R R R R R R R R R G f-- Y R R R R R R R 1,6 2,7 O 7 Y R R R R R R R R R R R R R R R G Y R �� 12" 5 INSTALL CONCRETE SIDEWALK ON CABINET DOOR SIDE OF L (� EXISTING CONTROLLER FOUNDATION AS SHOWN ON THE 8 Y R R R R R R R-► R �►0 R 0 R R R R R R G Y® R© R R 3,5 STANDARD DETAILS SHEET. E 9 R R R R R R R G Y 10 R® R R R R--► R *► R R R R OO 6 REMOVE ALL ABANDONED SIGNAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO POLES, FOUNDATIONS, HANDHOLES, CABLE, YIEL POINT *-YIELD POINT SIGNALS, PEDESTALS, PUSHBUTTONS AND MAGNETIC MIN 4 2 1 1 15 1 2 1 1 1 8 2 1 1 8 2 1 4 2 1 1 15 2 1 1 DETECTORS. RETURN TO THE TOWN OF MANCHESTER POLICE MAX gn I I I Fn I -4n I r; I I on I r% I I r,n I � r)rDARTAADNT 4,8,9 MIN GRN 4 15 8 8 4 15 ALL SIGNAL FACES ARE LED 7 TRAFFIC SIGNAL CABLE CLOSURES SHALL BE INSTALLED ON THE WALK 1 SPAN 5't FROM THE CURBLINE. N PED CLR 1 g 8 ©TEMPORARILY RELOCATE EXISTING CONTROLLER TO ADJACENT T E R VEH EXT 2 3 3 2 3 2 3 2 3 2 3 MAX 1 7 20 10 13 7 20 MAX 2 12 31 19 12 12 31 YELLOW V A L S RED L1 1 L 2 ADD INIT MAX INIT TBR TTR MIN GAP MODE LOCK MAX RECALL LOCK LOCK LOCK MAX RECALL OFF OFF INIT START TLJIC C]LJ A CC I nIJ rn/AOL -rl III n1 I A f-r MIS PHASE STEEL POLE TO FACILITATE INSTALLATION OF NEW CONTROLLER UNTIL NEW SIGNAL IS IN OPERATION. PLACE NEW CONTROLLER ON EXISTING FOUNDATION AND ROUTE CONDUIT BETWEEN NEW HANDHOLE AND SIGNAL POLE AS SHOWN. DOOR TO OPEN FIELD SIDE. 9 © LOCATE EXISTING RIGID METAL CONDUIT AND EXTEND TO NEW HANDHOLE QD AS SHOWN. INSTALL NEW HANDHOLES AS SHOWN AND CONNECT TO EXISTING SERVICE CONDUIT AT STA 433 f. RECONNECT 2 #0 SERVICE CABLES WITH WATERTIGHT SPLICE STATE OF CONNECTICUT AS NECESSARY TO EXTEND SERVICE TO NEW CONTROLLER AND TO DEPARTMENT OF TRANSPORTATION HOME DEPOT INTERSECTION. Smii BUK. OF ENGINEERING & HWY UPtKAIIUNS SPLICE SHOULD BE LOCATED IN HANDHOLE ON U THE NORTH SIDE SYSTEM �� DIVISION OF TRAFFIC ENGINEERING OF BUCKLAND HILLS DRIVE. DETECTORS PROGRAM COORDINATION TYPE- INTERNAL TIME BASE PERMIS LOC TECHNICAL NOTES F. A I•�kelh FUNCTION TIME DAYS OFFSET PHASE SPLITS SEC / % PERIOD TRAFFIC CONTROL SIGNAL (DENT CAMERA PHASE MODE MASTER STANDARD OVERLAP SKIP FEATURES APPLY 10 PEDESTRIAN PUSHBUTTON SIGN TO READ "PRESS BUTTON D1 1 1 PRESENCE FLASH FUTURE CYCLE SEC �o ra1 rat 03 s4 e5 06 ra7 08 SEC 10 TO BE Y --� IF 05 NEXT TOWN OF MANCHESTER > r)P P'_Rl7I=1\I cir_NIAI " D3A 4 3 6" DELAY 02 TO BE R --► IF 05 NEXT BUCKLAND HILLS DRIVE AT v �I vI^� D3B 4 3 PRESENCE ® TO BE Y -► IF 01 NEXT MALL DRIVE & NORTHERN HILLS DRIVE D4A 2 4 6" DELAY zZz® TO BE R -► IF 01 NEXT 11 EO PULL NEW 16/12 PR INTERCONNECT CABLE THROUGH EXISTING AND D413 2 4 PRESENCE 05 TO BE Y -► IF 03 NEXT TRAFFIC ELECTRICAL I PROPOSED CONDUIT TO HOME DEPOT INTERSECTION CONTROLLER. D5 3 5 PRESENCE © TO BE R -► IF 03 NEXT I DATE DATE 07 TO BE R --P IF 06 NEXT ENGINEER C 12 ® LOCATE HANDHOLE WITHIN R.O.W. DRAFTER CHECKED BY �10 LEGEND: SUBMITTED BY ES R RED RED ARROW W0/ WALK/ PED. CLR APPROVED BY G YELLOW a YELLOW ARROW D.W.DON'T FLASHING DATE GREENGREEN ARROW I 02&05 01 &05 1101&06 REV # INTERSECTION # � �ll r / J_ 0 02&2" RMC, (SPARE) = 14/7, 14/5 06 W STA 426+09 O OFF 48' LT = I 2" RMC, 2 #0 SERVICE I ;;u Fri TIT 14/7, 14/3, COAX F_ STAw OFF 48' LT9 ELECTRIC UTILITY REPRESENTATIVE: TELEPHONE COMPANY REPRESENTATIVE: ® 2-14/7, 14/5, 14/3, COAX 14/7, 14/5, 14/3, COAX Z 03 2-14/7, 14/5, 20/3 O.C., 14/3, COAX MATT NOAK NAME 11L 14/7, 2-14/5, 14/13, COAX © +j © CL & P PHONE # 2-14/7, 2-14/5, 20/3 O.C., 14/3, COAX 400-410 SHELDON STREET ADDRESS N/A IrAl 14/7, 3-14/5, 14/3, COAx �1� I 1� A HARTFORD, CT 06103 TOWNnnn �oro��nl \ �2-14/7, 3-14/5, 20/3 O.C., 14/3, COAX (860) 280-2311 c fClvlV, c v `JCIRVIVC) W QD 3-14/7, 3-14/5, 20/3 O.C., 14/3, COAX m � N71'15'10"E SOUTH WINDSOR D4A 4B 04 2041.62=672' stsssssssssssssssss sass ssssssss s s s s ss s s s ssssssss�sss:•ssasessssssassss:ssssss�sssssssssssss Fil. MAN CH ESTER _ © _ - - - ----- ���.-----®TO SERVICE O _-- -s e,.� TRANSFORMER N/F THE MALL AT BUCKLAND HILLS PARTNERSHIP - - _ _ _ _ .`. DEVELOPER: ENGINEER: z o _ - q BIKEWAY � ,- ------------ -3 - c NORTHERN HILLS LLC F.A. HESKETH & ASSOCIATES, INC. W - - - - - - - - - 2 JOHN FINGUERRA (860) 653-8000 � C.B. -117'` DET B 1 (757) 422-5566 6 CREAMERY BROOK - 428+00 N70`-23'1b "E 429+00 430+00 1109 ROSE LANE EAST GRANBY, DT 06026 424+00 11 425+00 426+0013 2 , 427+0 16� 431+00 VIRGINIA BEACH 'VA 23451 -09 E 11, D1 6 6,' 1 D5 '11,23 Z 11' 50 TYP 11' -6, - ° 7 13, BUCKLAND HILLS DRIVE 11' J 11' A \ 16' - o - - - �s ,,..:� f REVISIONS _ - 18' 8 8 STATE OF CONNECTICUT 01 QZI EEL_ __-__ DEPARTMENT OF TRANSPORTATION L ° ° ' ° ° ° '`F° ° , o• CONSTRUCTION BASE LINE BUREAU OF ENGINEERING SC HIGHWAY OPERATIONS DIVISION OF TRAFFIC ENGINEERING ° © D B 3 I 14/21, 14/7, 14/3, 20/3 O.C., COAX 0 11 11 ! I cr A A n- I An 7- I d) 71 g �i ) I rn COAX ♦ ° o OFF 57'' RTC II �� r v r• 14/7, 3-14/5, 14/3, 20/3 O.C., Q STA 426+23 B 2-2" RMC, 2-14/21, 4-14/7, 4-14/3, 2-20/3 O.C. 4-COAX \-(D2" RMC 16/12 PR OFF 68 RT +� I 70 �� F , - i �1 60 14 21 2-14 7 2-14 3 20 3 O.C. 2-COAX ,, �" l" �i+b •% 2-14/7, 3-14/5, 2-14/3, 20/3 O.C., 2-COAX © �- „ / _ / ' _ / ' / I © 2 RMC, 2- 0/3�OC.1467,12-P1R/3, 4-COAX �" � NCHESTER, CT TRAFFIC CONTROL SIGNAL SIGN LEGEND 3-14/7, 3-14/5, 2-14/3, 20/3 O.C., 2-COAX TOW�ti 165.66 _ _ 2" RMC (SPARE) QA 31-0445 � � � IN APPURTENANCES FOR THE MAINTENANCE OF TRAFFIC SIGNAL J APPURTENANCES V4-14/7, \_ ONLY ONLY 2" RMC 16/12 PR� Q2" RMC, 16/12 PR DATFit Q 31- 0337 NW MALL 3-14/5, 2-14/3, 20/3 O.C., 2-COAX CONNECTICUT B ONLY ONLY © 31-1526 rl POLE DATA DEPARTMENT OF TRANSPORTATION DRIVE 2" RMC, 16/12 32', 22" B.C. 10,000 LB LOAD AT YIELD TOWN SIGNAL 2 4/10/00 RELEASED FOR CONSTRUCTION PROJECT TITLE: 0 LEGEND: /� TOWN: PROJECT NO.: • PROPOSED WOOD SPAN POLE PROPOSED UTILITY POLE < I-• TRAFFIC SIGNAL FACE ❑ MAGNETIC DETECTOR ® EXISi1NG CONTROLLER -o- EXISTING R.M.C. O-® VIDEO DETECTOR TRAFFIC CONTROL SIGNAL LAYOUT TOWN OF MANCHESTER 1 4/04/00 FINAL COMMENTS TOWN OF MANCHESTER 94010 Q EXISTING WOOD SPAN POLE EXISTING UTILITY POLE �I (RIGID METAL CONDUIT) PQ-- PEDESTRIAN SIGNAL HEAD SD SYSTEM DETECTOR ❑❑ PROPOSED HANDHOLE 0 -a- STRAIN INSULATOR ® CABLE CLOSURE CADD FILE NAME: BUCKLAND HILLS DRIVE AT N0. DATE INIT. DESCRIPTION BUCKLAND HILLS DRIVE AT DRAWING NO.: TS-4 E]PROPOSED STEEL SPAN POLE PEDESTAL MOUNTING ❑Q AUDIBLE PEDESTRIAN SIGNAL -*-p-OOPTICAL DETECTOR ❑❑ EXISTING HANDHOLE DET. LEADS IN SAW CUT ❑ AUXILIARY TERMINATION CABINET SCALE: 1"=40' DRAWING TITLE: s • ® EXISTING STEEL SPAN POLE O PEDESTRIAN PUSH BUTTON & SIGN LOOP DETECTOR ® PROPOSED CONTROLLER -- PROPOSEDGID R.M.C. ® AUXILIARY EQUIPMENT CABINET DATE PLOTTED: NW MALL DRIVE & NORTHERN HILLS DRIVE REVISIONS NW MALL DRIVE & NORTHERN HILLS DRIVE TRAFFIC SHIGN L SHEET NO.: 11 OF 24 PRE-EMPT A B DET LOCK ON ON DELAY 0 0 ALT MIN GRN 6 6 ALT YELLOW PARENT PARENT ALT RED PARENT PARENT ALT PED CLR 0 0 HOLD GREEN 6 6 HOLD YELLOW 3 3 HOLD RED 2 2 HOLD PHASE 1+6 2+5 EXIT PHASE 3 3 1 EXIT CALL 4+5 J 1+4 Iv 0 CD 0 0 0 (V U-) Ln v m cri 0 a a C O Fl ti 0 CD cn cn m cn LLJ 3 0 J cn m 00 La u 1 i NONE N T 0 R 1 2 3 L F 4 5 A MOVEMENT DIAGRAM F 0 L P S E H A ENERGY 8Y- TOWN INTERSECTION #76-267 ' 2 �-- TIC PHASE I N L CL �-- R G G G R R R R R R R -♦ R R 2 f'•" ..♦ 3 TT� -•� 3 PHASE 2 GRN CL CL R R R G Y R G Y R R R R R R R PHASE 3 GRN CL CL � , g �� PHASE 4 N L L R R R R R R R R R G Y R G Y ♦ I R -► PHASE 5 PHASE 6 � PHASE 7 PHASE 8 1 POLE_ SNET 3024 OFFICE RECORD NORMAL .553 kW 4aj7 T�hlo 2T0 k LASH .274 kW 243 /qq 67 v� � I �. IA aM iv; 0 M T N I G 0 TONAL IN OPERATION. 2- p , .1,1 '' ►' t• N L L N L L O N CL CL N L N Vale Owl R Y Y y v - o L! v T ON A/ 22 A - � WAL R R 7t-1 .. EL CT. Di .,N. 10 - 4.0 i • f NIA SMa NIA �' E 6 R R R R R R G Y R R DESN IN FAN ELECT. FAH IJftMAX1W rO AL owl" ram= INS APPROACH TO MIL L.T. AM W.M.ON I TECTED ONLY IS GNAL FACES '��"'�� 3616* 7C-*74Zr S�+P ' 7�'Nti Qes: J 0o E�eai pnr »� S Nyn�t RNl•vtst�: a-?-�-47 � Soop n.S ys fiw.�w� �D>rr c htt.1 R �D FOt" , Y y �y Ix" Y G 6 —► —► G I 2,3,4 3 !f 7 FACE 1 RED INDICATION TO HAVE TUNNEL VISORS AND LOUVERS ALL CIRCULAR RED INDICATIONS ,SHALL BE LED. HEAD 7 TO BE LED • M A I N T MIN GRN 5 15 I WALK K 17 N PED CLR 1 vEH EXT 2 . I MAXI 20 25 25 E MAX 2 20 25 25 R YELL 0 W 4 3 V RED I I 2 1 ADD INI A MAX INT TOR S T T R MIN GAP F9 MADE LOCK /�A X RECALL OFF NON -LOCK - INI START THIS PHASE ` DETECT 0 R S PROGRAM COORDINATION TECHNICAL NOTES U I I DA OF ET YIELD P PERMIS LOC 3 FLASN 2200 - 0600 DAILY CYCLE % SEC. PERIOD M A >l: 3 1 T Y IF PH I P+ /rl i Le- Cs~N+a� I,n►ts TO BE"R"IF PHASE ( 1 I r76 3 r 20X 8' 3 PR+� 00m W 2i X 6 2 PMENCE DIA 6' X 6' 3 P1M: '0 41m 24i1f' L O STATE OF CONNECTICUT DEPT OF TRANSPORTATION BUREAU OF HIGHWAYS OFFICE OF TRAFFIC ENC� TRAFFIC CONTROL SIGNAL R Rio cmCONTROLI.[R r YELLOW G GREEN ® MANNIOLIL 440--490 ARROW __(ONG)R1449 � —ARto AL9N A" OW conswT DW DON'T WALK •�" [TRAIN FL FLASHING INGULATI>R P"POSEG WOOD SPAN POLE H 'RO;`:OY[T[R EXISTING WOOD SPAN POLE ®►RO►OSED STEEL •PAN POLE • DET. A!" I E ■ ExISTING STEEL: SPAN POLE 4 SAW OUT.. IN $ 1ROPOG[O UTILITY ►OLE AUXILIARY 0 TERMINATION •�•EXIGTING UTILITY POLE CAGIN[T O PEOEGTAL MOUNTING�� PEDESTRIAN PUSH RADIO Aa1T[NNA uTTON AND SIGN TRAFFIC SIGNAL FACE a--PEOEGTRIAN SIGNAL FACE ® LOOP DIITIICTOR MAGNETIC DETECTOR GO iYsT[M DETECTOR TOWN OF MANCHESTER RTE. 30 (DEMING STREET) AT HALE ROAD - 1 L ICAL FU" A NEILL,INC. FU33 N11 ONEILL,INC. APPRO , w 1 SIGN LEGEND : AO 31-0569 Y• O 31-0135 SOAUN MOUNTED QN.Y UC 31-0519 U 31-0002 STOP = O 31-0526 ®� �F 31-0371 I I APP�.?o. _ < <_----SNET • l I]R. 1aR. ROUTE 30 106 ' �---� M-N-- I T APPROX. TAKING NE O14/19, 14/11. 4.14/7, 14/5. 244/2 t4AD,14n, 3.14/7, 14/5, 244/2 14/19. 14/9.9144/7, 14/5. 2-k+/2 14 IM, 2r 14 /7. 1415, 24412 2-14/7. KAk "12 t "RMC.t/2 3ERVICE 2- 2 RMC,14,/ZI,I4/I2 MITiRGONNKCT, 2-14/S, 4-Wt 2" RMC, 14/5 ENDWALL AASR EtWT sw T -496 DR. Io► �, 2" RMC.14/3 2" 1MC. M✓5 — 14 /7,14/5,2 -14/2 14/5, 2-14/2— 2-2"RIAC,W21,14/I= INTERCONNECT, 14M 1415, t44/2 �&'RING,, 244/2 1-2.2101, 14/12 INTERCONNECT :MW 11 1 2 M, N4/1! MiT�iRpONMECT r--2.2 M, 14/12 INTIENCO N ECT DR. \,,.- k I - 4t--- - tDf>11MIM STREET) w CIA J�-- 13' 6 9 IPM 6 O C DR. / C. 7 te.N>< t t0 � w.-rwvn. I A G A I 2"RISC, t•14/!,K/!< W � o I � I V I I 0J t ORon 2.2M,14/19 IINFEACQNNECT, TO RTt. 30 -- AT I-04 ON/4WF RAMPS AND NVERY STREET. 700'. AM POLE fwallmAym 30' "0" ". WOW 22" SC wwvwma TE R.AN rr%m rRva sw r MAA110M AND 3110041 , I /VofiG all mko 9onlnV6N Ca,(Vlc bttn k4wao"'j CONSTRUCTION NOTE 1. ALL SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED. 2. D INSTALL NEW 30' SIGNAL POLE ON NEW FOUNDATION ADJACENT TO FRONT OF WALK. EXTEND SPAN WIRE TO NEW SIGNAL POLE ATTACHMENT. 3. OB INSTALL NEW 30" X 30" HANDHOLE AS SHOWN. EXTEND 2" RMC TO NEW HANDHOLE. REPLACE 14/2 LOOP LEADS AND 14/5 PUSHBUTTON CABLE. SPLICING IS NOT PERMITTED. 4. LOOPS D4, D4A. D48 AND D4C ARE NEW. INSTALL LOOPS 8' APART AND 3' OFF CURBLINE. SPLICE SEGMENTED LOOPS IN SERIES. 5. 30" X 30" HANDHOLE ALL OTHERS TYPE 11. 6. © INSTALL NEW FACE 7 AND ASSOCIATED 14/7 CABLE, AS SHOWN. BID SET ONLY THIS PLAN HAS BEEN SUBMITTED TO CONN. D.O.T. FOR APPROVAL AND IS SUBJECT TO REVISIONS AS MAY BE REQUIRED BY THAT AGENCY. 4/InInn I KAI-�IL UUN I KUL 51GNAL 94010.00 1 took* .' n'5 n ND R Q LC.I 0 0- C) 171.5- f94 3p ` 1.26 _ -AD 2.28 --------- �G7 53 �' � 34 mr%RWIED OUY ENGINEERING_° TOWN f. ML4NC 7STE``, ' � l moo SATE-. l GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. 80 U 7 r) 5i 11 y M 3 176 172 168 164 160 156 152 176 172 168 164 160 156 152 148 12+00 ')7 77' PROP.. R.OAV. / ! R. 0. W. / E.R. E.R. (REMOVE) 'C' C. B- _�_ 'C' C. B. STA. 12 46.6 LT STA. 72 + 51.0 R T -� ------ --- 00 d- INSTALL TYPE 'C' C.B. N t0 N co SIA ' T.F. = 161.56 —40 —20 0 11+nn 1')-7 I =' 1 i_ '-),IN 20 40 176 172 168 1S4 160 156 152 60 PROP. R.O.W. (BY SITE CONTRACT �A ) R,SEE SITE R. O. W. / E.R. R.Q.W. / PROP. SIDEWALK (TYP.) 01 15 RCP C, C. B. STA. 11 +50.5 RT M M RECONSTRUCT EXIST. C.E. AT PROPOSED CURB LINE' L �-- co STA 11+50.50, 27.31' R -60 —40 —20 0 20 ELI 176 172 168 164 160 156 152 148 60 ROADWAY CROSS SECTIONS APPR�-�, revisions: OV r � PREPARED FOR S. no: date: escrl ion: �- ; :�, . NORTHERN HIU - U-C 3 3/02/ Tow � ��,: �s BY ENG�"INI�„'� �� D 3 ,:'„? +.�� s '�% ► + 2 3/15/00 SHEET N0. BUCKLAND ROAD TOWN OF M10CHES ERCT 3 4/04/00 TOWN OF MANCH. COMMENTS , 4 4/10/00 RELEASED FOR CONSTRUCTION SOUTH WINDSOR, CONNECTICUT c ©ATE; 4� rz/z0a0 _ date: 11-09-99 drawn by: CAD job no: 94010.10 scale: 1 "=5' checked by: SFM sheet no:14 OF 24 6 Crmvnwy Brook, Ee►st Grelrft, Cr OWN Fax (OW) &*-am CM & Tra1Nc Enaiwrs • &rwaon • Plw"'s • L##W wo Pzctftcb u - k *mnot" r a a 180 176 172 168 164 180 176 172 168 164 160 156 15+00 A% 42.10' PROP. R.O.W. R. O. W. R.O. W. �-- E.R. E.R. I O Ln rn co rn • crfl —40 —20 14+00 31.01' 20 0 168 164 160 60 PROP. R.O.W. R. 0. W. .i R.O.W E.R. E.IR. I I O M O • r�z c0 T r-- CD T —60 176 172 168 164 160 156 4=ln —40 mcs 0 13+00 n 29.04' 20 ' 40 180 176 172 168 164 160 156 60 _ R PROP. R.O.W. R.O.W R.O.W PROP. WALL /mw f i-rr /Y!1\IT k 0 T 311C. I.VINI A nT/'1M err ['NTr r%f A.kf Al,Ium, 3GG 311G r—erum) E.R. DDAD CMMMAI V 17-1 r i\vr . JI VL►VML-F\ k 1 1 (BY SITE CONTRACT R) M ao N (D � �D r 176 172 168 164 160 156 CD 1 o a -a� —60 —40 —20 0 20 40 60 a 0 o 0 �'D LL rt Ems' �i%t'� ��9, `� I'-�' `'' i M a� 3 `^ TOWN OE MANCHESTER, (,T ROADWAY CROSS SECTIONS PREPARED FOR JL � '� BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT revisions: Cr m c � 3C no: date: description: I 3/15JflG SWE. 2 4/04/00 TOWN OF MANCH. COMMENTS 3 4/10/00 RELEASED FOR CONSTRUCTION date: 11-09-99 drawn by. CAD jobLno:94010.10 0. RLr CT: > scale: 1"=5' checked by. SFM sheOF 24 {� 6 Cr"wwy Oro* Ewt Omby, CT O6fl26 F" (MO) CM & Tr • Plwlwi AroMkm* t-�Mi hNklw'MM�I�t1Mt 19+00 39.00' PROP. R.O.W. 176 176 R.O.W _ R.O. W. 1 72 172 -- E.R. i E.R. 168 168 I -1-64 164 00 00 0 c(0 co 160 160 0 20 40 60 40 —20 1-8+0.0 51.00' PROP. R.O.W. R.O.W. 176 FR.O. W.176i-------- E.R. E.R. — 172 172 PROPOSED SITE DRIVE SEE SITE PLAN ------------ 168 168 d- 1f 4 1f 4 20 40 60 —40 —20 0 17+00 low- PROP. R.O.W. 180 180 R.O.W R.O.W. 176 176 E.R. E.R. ----" �-- -- ----' 172 172 168 168 rn 164 164 20 40 60 .,, —4u 0 16+00 48.9f PROP. R.O.W. 180 180 R.O.W R9P. W R.O. W. (BY SITE CONTRACT R,SEE SITE PLAN) 176 176 -- - - ___-- E.R. -- __-- 172 172 PROP. SIDEWALK (TYP.) 168 168 164 10) 16A 1 VT _ n 20 40 60 —40 —20 0 ROADWAY CROSS SECTIONS revisions: PREPARED FOR ww THE ��, �, no: a e: Ion: description: Ik Y V U V L l 2 4/04/00 TOWN OF MANCH. COMMENTS ie^'�� I € s! �, { B9aa Y u)t BUCKLAND ROAD 3 4/10/00 RELEASED FOR CONSTRUCTION i6pp6^^ y SSttii� ti�R.�i1 i �� al 91..I�H BY ENNG CT SOUTH WINDSOR, CONNECTICUT TOWN OF tAANCHES"TER, F date: 11-09-99 drawn by. CAD job no: 94010.10 1�' —4 j F Ol 1 —1— �p _'��bpA k%r cgii chop+ nn-ig lir pA�' 4 F A. Heg& Associates, inc. ""w (NO) ON-M NON 3 Creamery Brook, Eag Granby, Cr OB026 ftx (ow)" -wo 0 1 l w**l 0ww u* CM i TrdAc • METWO . WEAMM kaM*cb 23+ 00 1-0 30.81' Now PROP. R.O.W. R.O.W 160 160 156 156 152 152 148 —40 —20 0 20 40 60 48 �' 'c' C. B. STA. 24+00.0 LT 22+ 00 34.02' �flP. R.O.W. 168 -- 168 164 164 160 160 156 159.77 156 52 52 —40 —20 0 20 40 60 21 + 00 37.23' ' PROP. R.O.W. 172 172 168 168 164 164 160 160 156 156 —40 —20 0 20 40 60 20+ 00 39.00' PROP. R.O.W. 172 172 168 .1� 164 164 160 160 —40 —20 0 20 40 60 ROADWAY CROSS SECTIONS revisions: PREPARED FOR' - -"-7�#V -4u �i' no: date::description: 01 f 7 2 4/04/00 TOWN OF MANCH. COMMENTS A9 y' t o , r r j ,� t r BUCKLAND ROAD 3 4/10/00 RELEASED FOR CONSTRUCTION BY EK ���' _ � G �" � � ' SOUTH WINDSOR, CONNECTICUT TOWN OF MANCKSTER, CT date: 11-09-99 drawn by CAD job no: 94010.10 �/� a o scale: 1 "=5' checked by. SFM sheet no:17 OF 2 T— DATE: - 6 Creamery Brook, Eat d- anby, CT 06026 Fax (eec» sweeoo R.O.W W. E.R. E.R. (REMOVE) INSTALL TYPE 'C' C 6. � � STA 23+8�. RT T.F. = 152.70 ~� � —-T— � ���" pCp �----- INSTALL 3'-15" RC EXISTING PIPE. TO R. 0. W. R. 0. W. 'r'.'' (' R E.R. STA_ 22 03.0 L T I (RFAA(�VFI 'C' G. B. � R STA. 2�+ 1.6 RT INSTALL ST TYPE 'C' C.B. 21 +89.00, 34.38' RT I F. L — 153.35 ' — 75" RCP CO— �� EXI �£�� TING PIPE. � . o co 0 co R. 0. W. R. 0. E.R. E.R. -- T` r M co M co R. 0. W. R. 0. W. REMOVE '( E.R. 'C' G'. B. STA. 20+ " 1.3 L T 'C' C. B. STA. 20 E.R. D 1.3 R T i _ L'- �5" RCP STA 20+01.00, 3 T.F. = 166.27 .00' RT , M �---------� C I - 9 L: 7 7� 1 .L. - IVL./J INSTALL 13'-15" RCP TO m m c l 148 °144 150 146 —1 152 148 152 148 —I --152 148 R.O.W. 4+ 00 E.R. f �•aJ 6.UU E.R. E.R. E.R. R.O.W. I 30 —4n u Lv 3+50 24.00' I 6.00' R.O.W. E.R. 09 � ;11.4 - L V v 24.00' I 6.00' R.O.W. •'r � ulli AN r+ n ov 0 80 148 -144 100 15D 146 100 E.R. E.R. R.O.W. 30 —40 6 U 80 2+50 R.O.W. i on 24.00' �I 6.00' �— E. R. «n — v 760 2+00 Lv 4V 60 LIMITS OF PAVEMENT RECLAMATION ARE APPROXIMATE. + 50 FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE TOWN OF MANCHESTER PRIOR TO THE START OF E.R. CONSTRUCTION. (TYP.) :e 152 148 100 152 148 1-00 152 148 100 �.�.. c.r�. E.R. R.O.W. 30 —A0 nn to L V MA LV ulli t LSTE�?, c i i01NN 0� 1�.4NCN 4 fz zoo0 DATE- i� 152 148 100 I 0 N v 0 ti Z OJ [a m D Z) U D D T 7 ri N a a r) n n n u ir J PROP. EASEMENT 196 192 188 184 —1 196 192 188 184 —1 196 192 188 —1 196 192188 —1 42 " RCP . `v u 20 40 PROP. EASEMENT 42,. RCP -' "' U 20 40 PROP. EASEMENT -.� .- 1 WL. I V F.L.=187.75 C' C.B. INSTALL 10'-15" RCP L STA, 10+90. 7 LT S=0.010 CONVERT C.B. TO STORM M.H. T.F.=192.61 PROP. EASEMENT _ . __ _ _ T.F.=191.80 v F.L.=188.05-15" F.L.=188.30-12" INSTALL 40'-15" RCP S=0.010 196 192 188 184 196 192 188 184 196 192 188 196 192 188 0 4j 0 0 0 0 Cu M 0 I I ROADWAY CROSS SECTIONS PRE,AM CAR revisions: NORNERN HILLS, LLC no: a e: escri ion: a APPROvE-D 1 4/04/00 TOMM OF MANC11 COMMENTS Q HALE ROAD 2 4/'O/00 R�A� FOR CONSmxnON c BY ENG]" NEERI NG DIVFS ION MANCHESTER, CONNECTICUT TOWN OF _MANCHESTE\, CT Qr date: 3-15-00 drawn by CAD job no: 94010.10 ��� Z oa o scale: 1 "=5' checked by. SFM sheet no:19 OF 24L X DATES .._ w 0 F. A. Hesketh & Associates, Inc. ceeo, e�-e000 Lu Cn 6 Cremry er'ook, EMt Cftr ft, cT oW" (>seo) "4-eeoo CM Ak Tiyllfc PMtrwKs ArdhMcM e-mN h811r,8umWtW PROP. EASEMENT 192 188 184 180 14+UU A R. . W. R. . W. 4• E.R. E.R. . 1 INSTALL TYPE 'C C.B. �, STA. 14+44.4 LT CONVERT C.B. TO STORM M.H. 'C' C. B. STA. 14 44, 9 RT C; STA 14+44.4, 3 T.F.=184.91 .00' LT. ` `� T _ F.L.=180.70-15' _ 6" GAS = INSTALL 10'-15" R-0 010 RCP '" T R i --- 15" RCP —100 196 192 188 184 .e PROP. EASEMENT —40 11 ! " 120 u 35.00' 0 13+ 50 rh 0 SAN. 20 E.R. E.R. f r� E& T � d- 6 GAS 12" WA TER of 00 —100 196 192 188 184 :m no PROP. EASEMENT 35.49' X 13+ 00 rh SAN, 20 .ue R. . W. E.R. E.R. R. . W. E& T Un o 6" GAS 12' r .�. WATER V_ rn =100 —vn =60 1 42" RCP 25.00' 35.00' n PROP. EASEMENT O1 2 + 6 5 R.. W. I F_R_ rh 0 SAN. 20 E.R. 1A UNO DRIVE TO MACDONALD'S 'C—L' C.B. STA. 12+78.1 LT SAN. M.H. STA 12+59.4 RT EST {�', CONVERT C.B. TO STORM T.F.=190.89 M.H. a, 6" GAS 12 + W4 TER 30" RCP -40 —� ( 1 1-20 �I u m A mv P R 0 V E D f � f! (� BY ENGINEERING D1'-gK,1"j1i TOWN OF MANCHESTER, CT DATE; 4I (� / c a c --- 192 188 184 180 196 192 188 184 196 192 188 184 196 192 188 184 20 40 ROADWAY CROSS SEC11ONS revisions: PREPARED FOR NORTHERN HILLS, LLC n° tl ;04/0 description: TOWN OF M;°, H. COMMENTS HALE ROAD 2 4/10/00 RME"SED FOR CONSTRMT10N MANCHESTER, CONNECTICUT date: 3-15-00 drawn by. CAD [heet ob no: 94010.10 scale: 1 "=5' checked by. SFM no:20 OF 24 F. A. Hesketh & Associates, Inc. "two (SW) ass_ww 6 crftmwy ®rook, EMt Orrt ", CT 08m F.x (NO) 8"4m Cid A TMaMle Swvava r • M.n,.r+s • Lmvim . Ar+cNWcft 0-t1 tW*W"MAU* 184 180 176 172 PROP. EASEMENT R.Q.W. 30.82' 16+00 E. R. E.R. i` SAN. M. H. E&T J` r,� rn STA 16+09.7 R 72 WAr`R 4 RCP -100 184 180 176 := .e PROP. EASEMENT R. O. W. -20 37.00' X 15+ 50 20 40 R.O. W. E.R. rn 6 GAS E&T 12" WA 7 ER . _ -� 42 " r?CP 00 -100 188 184 180 176 :E .m PROP. EASEMENT -40 -20 36.00' 0 15+ 00 SAN. 20 .N R. 0. W. R. . W. E.R. E.R. 1 E& T 00 6 GAS 12" WA TER / 42" RCP 00 -100 192 188 184 180 :• PROP. EASEMENT ,R —20 35.00' 14+50 1 0 SAN. 20 R. m. W. R. W. E.R. E.R. E-& T f _ 6 12 " W 4 TER 184 180 176 172 184 180 176 188 184 180 176 1 n 7 1 .7 L 188 184 180 —100 —80 —60 —40 —20 0 20 40 SAN. ROADWAY CROSS SECTIONS - _ revisions: PREPARED FOR no: a e: escri ion: {_ iA r 1 n u �{ `� r-E ` • V v# 1 .1 Vim• It • i •i`.a�vj I��v 1 4/04/00 TOWN OF MANCK COMMENTS � HALE ROAD 2 +/'o/oo RELEASED FOR CONSTRUCTION TOWN OF MANCHPSTER, CT MANCHESTER, CONNECTICUT —� date: 3-15-00 drawn by. CAD job no: 94010.10 DATE- -c °° 0 Iscale: "-5' checked by. SFM sheet no:21 OF-2 F. A. Hesketh & Ammiiates,s, Inc. "or (NO) am-WW cma crftnwry Brook, EW Q wft, CT OWN ftx (NO) 9"-woyy CD 0 1-1 o� �o 0 0 0 0 Cu m 0 L a a 3 0 En x i w 0 Z H Ij U r� SEE WIDENING DETAIL FOR PROP. WIDENING AND RECONSTRUCTION OF MEDIAN MEDIAN 2' VARIES MEDIAN EXIST CURB LINE EASTBOUND LANES ML WESTBOUND LANES SEE PLAN VARIES (6' MIN.) RECLAIM PA VEMENT-24 RECLAIM PAVEMENT 1-MEN1 IE"A I EXIST CURB LINE -00— - VARIES 6" —MAINTAIN 6 RE VEA L 1 4-4 2" - BIT CONC. - CLASS I MAINTAIN 6" REVEAL REMOVE & RESET EXISTING RESET GRANITE CURB 6" - GRA VEL BASE VERTICAL GRANITE CURB. 6� MATCH EXIST r SLOPE EMOVE & RESET EXISTING VERTICAL GR�NITE CURB. EXIST PAVEMENT RESET GRANITE CURB EXIST SAWCUT JOINT -LOCATE IN FIELD 112'�- BITUMINOUS CONC. OVERLAY, CLASS 1 EXIST SUBBASE EX IST. IST 2 BITUMINOUS S/ T 6 BITUMINOUS a6yTYP.) 6 112'�- BITUMINOUS CONC. OVERLAY, CLASS 1 112'�- BITUMINOUS CONC. BINDER, CLASS 1 - - - - - - - L 112'�- BITUMINOUS CONC. BINDER, CLASS 1 J_ BITUMINOUS CONC. BASE, CLASS 4 C- BITUMINOUS CONC. BASE EXIST PA VEMEN T CLASS 4 RECLAIM IN PLACE TO 15" DEPTH RECLAIM IN PLACE TO 15" DEPTH EXCA VA TE TO 4 112" DEP TH BEL 0 W FINISHED GRADE 10" - BANK RUN GRAVEL SUBBASE EXIST SUBBASE EXCAVATE TO 7 112 DEPTH BEL 0 W FINISHED GRADE SLOPE EXIST SUBBASE AT 1: 1 6" -BIT. CONC. BASE —CLASS 4 7� - — — — — — — — — — — — — 1 112" - BIT CONC. - CLASS I RECLAIMED PAVEMENT SECTION 1 112- - BIT CONC. - CLASS I OVERLAY (SEE DETAIL) -TYPICAL RECLAMATION SECTION -PLEASANT VALLEY ROAD ACROSS ENTIRE WIDTH OF ROAD ROAD PROCESSED AGGREGATE BASE N.T.S. PER CT D. 0. T.FORM 814A, SEC77ON M.05.01(TYP.) NOTE ALL EXISTING GRANITE CURB DAMAGED DURING RESET77NG SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE TOWN OF MANCHESTER EASTBOUND CURVED SEC77ONS CAN BE RESET ONLY IF THEY ARE CLEANED OF ALL CONCRETE BEDDING AND ARE RESET WESTBOUND TO THE SAME RADIUS Q) TYPICAL WDENING-SEC'nON-PLEASANT VALLEY ROAD N.T.S. W p i .�� GUTTER LINE VARIES SA WCU T EXIST 1 112- L/P (SEE PLAN) 6 BIT DRIVEWAY OVERLAP VARIES, SLOPE VARIES 81 51 J, MA rCIIPROPOSED EASEMENT EXIST GRADE WIDTH EXIST WIDdTH =5'± MATCH EXIST 112"IFT R (7 y P DRIVE WA Y (TYP.) CURB 2" BIT CONC. CLASS 2 SURFACE COURSE 112-IrT 114'�IFT 2"-BIT. CONC. CLASS 1 BINDER COURSE TIER LINE -'N'RT47. 54 GRADE TO EXISTING GROUND. _VARIES5" (MIN.)-PROCES��,q AGGREGATE BASE (8" FOR MACDONALD S DRIVE & II EXACO STATION DRIVE) COMPACTED EXIST SUBGRADE ALONG PROPERTY OF STAR ENTERPRISE PLAN SECTION RESET VER77CAL GRAN17E CURB VARIES 80 5' 31 7 PROPOSED EASEMENT EXIST GRADE REMOVE & RESET EXIS77NG - PROP. WIDENING VER77CAL GRAN17F CURB VARIES - SEE PLAN BIRMNOUS -CONCOF-M DRIVEWAY DETAIL, SA WCU T EXIS77NG PA VEMEN T - 4.1 N.T.S. EXIS77NG PAVEMENT TO REMAIN) - 8' 1/2"/Fr1/4"/FT.112"IrT. J" - BIT CONC. SURF -ACE COURSE -CLASS 1 GRADE TO EXIS77NG GROUND (2-1 112" COURSES) J"- BIT CONC. BASE - CLASS 4 5' 6" - CRUSHED STONE BASE -2'-0' VARIES GRASS SHOULDER 4' (TYP.) J, (Typ.) -.45— -- GRASS SHOULDER SEE PLAN VARIES 12" -ROLLED GRAVEL SUBBASE (18" IN ROCK CUT) NO 7E.- COMPACTED PROCESSED GRAVEL BASE. CURVED GRA N1 7E CURB TO BE SET IN 6" OF CONCRETE ALL EXIS77NG GRAN17E CURB DAMAGED DURING RESETTING 6' MATCH EXIST 4 SHALL BE REPLACED BY 7HE CONTTACTOR AT NO COST SA WCU T CROSS SLOPE 12 TO 774E TOWN OF MANCHES7ER BCL 1/ 12.1 4" TOPSOIL, LIME & TURF ESTABLISHMENT CURVED SECTIONS CAN BE RESET ONLY IF 77-IEY ARE 12:1 IN/FT I - - - - - - - - 4 CLEANED OF ALL CONCRETE BEDDING AND ARE RESET ME: TO THE SAME RADIUS EXIST PA VEMEN T CONCRETE SIDEWALK-5" TVICK, CLASS 'C' CONCRETE EXIST. SUBBA sE 5" CRUSHED STONE BASE 0 Cu SLOPE EXIST SUBBASE AT 1: 1 MATCH EXIST 4� GRADE 0 J" - BIT CONC. - CLASS I :T CD (2-1 112- LIFTS) 6" - BIT CONC. BASE -CLASS 4 NORTH OF SITE DRIVE TYPICALWIDENING SECTION -HALE ROAD N.T.S. C) CD 10- -BANK RUN GRAVEL SUBBASE-J Cu LO 6" OVERLAP, EACH LAYER—1 CD DETAILS revisions: 4" -LOAM, FERT SEED & AfULCq PREPARED FOR ti Ch CONCRETE SIDEWALK (BY OTHERS) r% n, no: Me: Jdescr'1p Ion: C> F ti, 1 1 12 /09/001 TOWN OF MANCH. COMMENTS SOUTH OF SITE DRIVE V F- AInAP TUX-APAJ M11 I C I itm METAtkING WALL (BY, On a U a TnvrD 2 2/15/00 MISC. CORRECTIONS V 1 1U t 3 2/23/0C TOWN COMMENTS BY EING, NE i� r%'G r)11 ""N SOUTH WINDSOR & MANCHESTER, CONNECTICUT 4 3/15/00 TOWN OF MANCH. COMMENTS TER, CT _--r TOWN OF MANCH 5 4/04/00 TOM OF MANCH. COMMENTS date: 11-09-99 drawn by: CAD job no: 9401 0.10 6 14/10/001 RELEASED FOR CONSTRUCTION -z' scale: NONE checked by sF-m sheet no-22 OF 2 DATE-. C-) n?ICAL WIDENING SECTION-13UCKLAND ROAD m N. T. S. A F. A Heaketh A AnstAn-info-Q lr%r% ff . - - - - - . - ff '9ftr'W'%V %,W%07 up 1%04 CD A (NO) __J 6 Crmunwy Brook, EaEastGranby, CT 06026 Etc (00) $4+,Wch0 m cm a Tmft &gpom - &r""m - nwrm" kVmqCW *-m#A PRECAST CONCRETE TOP. STATE OF CONN. TYPE 'C-L' 1/2" 1'-6 7/8" 1-6 �/8- 7 1/2" 2" 12w 3 5/8' 3518. F UALL ADJUST FRAME ELEVA 77ON WITH CONC. BLOCKS OR I' BRICKS, 6"- 12" 2'-8 3/4" /y JOINTS TO BE POINTED FLUSH & FULL 5/8 /8 PRECAST CONCRETE OR 'rl:j.CONCRETE MASONRY UNITS � o i z N g PRECAST SUMP OR SLAB (OR EQUAL) 3500 PSI 8" 4'-O" 8" 6"-3/4" CRUSHED 5'-4" STONE FRONT ELEVATION PRECAST CONCRETE TOP. STATE OF CONN. TYPE 'C' 7 1/2" 1'-6 7/8' 1-6 r 2" 2' 5/8" ?:.;• ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6"-12" 2'-8 3/4" ALL JOINTS TO BE POINTED FLUSH & FULL PRECAST CONCRETE OR CONCRETE MASONRY UNITS VI I z KA N PRECAST SUMP OR SLAB (OR EQUAL) 3500 PSI 4'-0' 8" 6"-3/4" CRUSHED 5'-4 STONE FRONT ELEVATION 23 3/4" U. Id- 1 1 4 3/4." 2 3/4., 20 1/2" 3/4"(TYP.) COVER -SECTION 94" 14 " PVI: W J 8" 3'-0" 8„ 4'-4" SIDE ELEVATION /-2-#4X4' REBARS L10 3116"10 � 0 3/16- / 2' KID 2 8 3�_0" 8" SIDE ELEVATION 1151511 6" FRAME -SECTION FRAME & COVER -TOP VIEW (SEE NO TE) NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHAL BE CUT FLUSH WITH THE INSIDE WALLS OF THE CATCH BASIN. 5. ALL BRICKS SHALL BE CONCRETE. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHAL BE CUT FLUSH WITH THE INSIDE WALLS OF THE CATCH BASIN. 5. ALL BRICKS SHALL BE CONCRETE. COVER -BOTTOM VIEW 4'- 4 " (SEE NOTE) STANDARD M.H. FRAME AND COVER SET ON MORTAR BED. s� ?EMOVE EXISTING C.B. ;OVER AND RISER -4" x 4'-4" PRECAST 'EINFORCED CONC. SLAB V24" DIA ACCESS HOLE. H-20 LOADING) SEE NOTE) MASONRY CONCRETE BLOCK AND MORTAR. 'TING C.B. AND CUL VER TS 18" NOTE. • MATCH CONC. SLAB TO EXIST. BASIN DIMENSION. Sd8 i VIA 12HJI IV 1 V MA i o VLC CVIV Gr%Q1 VIV N.T.S. FLOW �- 0 E2 PLAN FILTER FABRIC 1 SECTION (AT CATCH BASIN) BALED HAY 0'R STRAW BALES TO TOGETHER -♦- FLOW 'M'IRAR" FILTER FABRIC STRETCHED OVER C.B. RISER, SECURE W1 TH STAKED HAY BALES C 0 FLOW O 0 ti _'*-2-2 x2"x3' STAKES EACH BALE PLAN STAKES EACH BALE -EXVS7ING GROUND - CATCH BASIN EMBED 4" INTO EXIS77NG GROUND GENERAL NOTES 1. EXISTING TOPOGRAPHY SHOWN FOR PLEASANT VALLEY ROAD AND HALE ROAD IS BASED ON FIELD SURVEYS BY F. A. HESKETH & ASSOCIATES, INC. ELEVATIONS ARE BASED ON NGVD 29 VERTICAL DATUM. COORDINATES ARE BASED ON NAD 27. EXISTING TOPOGRAPHY SHOWN FOR BUCKLAND STREET AND BUCKLAND ROAD IS BASED ON LIMITED FIELD SURVEYS BY FUSS & O'NEILL, INC. 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE BASED ON RECORD PLANS AND EXISTING SURFACE FEATURES, AND ARE THEREFORE APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL NOTIFY " CALL--BEFORE-YOU-DIG" AT 1-800-922- 4455 AT LEAST 48 HOURS PRIOR TO THE START OF WORK TO HAVE UNDERGROUND UTILITIES MARKED IN THE FIELD. 3. THE CONTRACTOR SHALL PERFORM TEST PITS OR OTHER WORK REQUIRED BY THE UTILITY COMPANIES OR THE TOWNS TO LOCATE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL UNEXPECTED CONDITIONS OR UNKNOWN UTILITIES DISCOVERED IN THE FIELD. 4. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO CONNDOT FORM 814A, 1995, AS AMENDED TO DATE, CONNDOT STANDARD DETAILS, AND TOWNS OF MANCHESTER AND SOUTH WINDSOR STANDARDS, AS APPLICABLE. 5. THE DEVELOPER AND CONTRACTOR ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY STATE AND LOCAL PERMITS PRIOR TO THE START OF CONSTRUCTION. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE -LAW. ALL WORK SHALL COMPLY WITH THE APPROVED "EROSION AND SEDIMENT CONTROL PLAN" TO PREVENT OR MINIMIZE SOIL EROSION. 2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS THE RESPONSIBILITY OF THE LAND OWNER, DEVELOPER, AND THE EXCAVATION CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL -RESPONSIBLE FOR THIS WORK (INCLUDING ANY CHANGES) AT THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 3. THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL L. ' SION AND SEDIMENT CONTROL" (1985), AS AMENDED, AS A GUIDE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CT 06106. 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. OVERALL SITE DISTURBANCE SHALL BE CONFINED TO THOSE LIMITS DELINEATED ON THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPFCTInN REPAIR nR RFPI ACFMFNT nF FRnSinN CONTROI nFVICFS TO ENSURE PROPER OPERATION. 6. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF UNSATISFACTORY EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS REQUIRED. 7. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, MULCH OR GROUND COVER PLANTINGS SHALL BE PLANTED WITH GRASS. 8. ALL AREAS NOT WORKED WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED OR MULCHED. 9. DURING SEASONS WHEN PLANTING IS INAPPROPRIATE, SOIL STABILIZATION SHALL BE ACCOMPLISHED WITH TEMPORARY MULCHING. TEMPORARY MULCH SHALL BE REPLACED WITH TOPSOIL & SEED AS SOON AS WEATHER PERMITS. 10. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANCE LOCATIONS AS GENERAL FILL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY CONSTRUCTION DEBRIS OR SEDIMENT FROM EXISTING ROADS AS ORDERED BY THE TOWN AND/OR STATE, IF ANY DEBRIS OR SEDIMENT FROM CONSTRUCTION ACTIVITIES ENTER ONTO THESE ROADWAYS. 11. ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY THE TOWN STAFF DURING CONSTRUCTION SHALL BE IMPLEMENTED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE/REPAIR/REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE TOWN STAFF. s•� L) WN TC r a s!_•J , t, DATE„ PREFABRICATED SEDIMENT - FENCE ENWROFENCE (MIRAFI), PROPEX SILT STOP (AMOCO), ECONOFENCE (7ERRA7EX), OR APPROVED EQUAL WOOD OR STEEL POSTS-10' D.C. MAX. ANGLED 10• UPSLOPE It GEOTEX77LE �j (RL TER FABRIC) N CACKFILL OMPACTE0_A 12" ALTERNATE INSTALLA7701V ME7HODS BACKRLL COMPACTED DETAILS & NOTES revisions: PREPARED FOR no: date: description: 1 2/09/00 TOWN OF MANCH. COMMENTS NORTHERN HILLS, LLC 2 3/03/00 TOWN OF S.W. COMMENTS 3 3/15/00 TOWN OF MANCH. COMMENTS SOUTH WINDSOR & MANCHESTER, CONNECTICUT 4 4/04/00 TOWN OF MANCH. COMMENTS 5 4/10/00 RELEASED FOR CONSTRUCTION date: 11-09-99 drawn by. CAD job no: 94010.10 scale: NONE checked by. SFM sheet no:23 OF 2 r. A I_lesolie*h Q A QQ�ri��oQ Ir,� r %. I tUOnIU`I I a r-'�v�v�.�a«�a, 11 1%... Phone (860) 653-SM 6 Creamery Brook, East Granby, CT 06026 Fox (960) $"-SSW CM & Traft • Pw wwo • Unhwe Ardaects e-mei tlsekeli�yne# rtlet 1 "R 6° PAVEMENT 5" I r PAVEMENT / 3 ;+•: r r W 8. •. ♦ in c0 PROCESSED PROCESSED CLASS "C" AGGREGATE BASE AGGREGATE BASE CONCRETE CONCRETE CURB CURVED GRANITE CURB (REPLACEMENT ONLY) (AND GRANITE TRANSITION CURB AT DRIVEWAYS) 3"f , , 9" 3"f , , 9" 2"R 42° nj 42° 00N �- 21° io 21° PAVEMENT PAVEMENT BASE BASE — — 3 — — BITUMINOUS CONCRETE LIP CURB (NOT TO BE USED WITHIN PUBLIC ROADWAYS) Im1 No. u F PAVEMENT r r U) 00 r +1 AGGREGATE BASE GRANITE STONE CURB 1 4" T_ PROCESSED AGGREGATE BASE • NOTE: GRANITE CURB 1. MIN. LENGTH 4'-0" 2. FINISH -SAWN TOP & SPLIT FACE JOINTED. 3. GRANITE CURB WITH A RADIUS OF 100' OR LESS WILL BE BUILT OF CURVED GRANITE CURB AND SET IN 6" OF CONCRETE. " '� PAY F Q BASE CLASS "C" CONCRETE SLOPED GRANITE CURB TOWN OF MANCHESTER REVISIONS TYPICAL •i tion Date Approved CURB TYPES Drawn By. G.B. Checked By. M.F.C. Date: Oct. 1996 File: plate5.dwg d Not to PLACE EXPANSION JOINT AT BACK OF NOTE: SLOPE RAMPS 1"/FT. (MAX.) CURB LINE AND AT SIDEWALK LINE 5' CONCRETE SIDEWALK ONE OR TWO RAMPS BEVELED " RAMP AS PER TOWN ENGR. BEVELED 1" PER RAMP 1 PER FT. MAX. II -L ... . RAMPCL Q �� ; P / \ GUTTER LINE GUTTER LINE 6' AT 1 "/FT SECTION 36" MIN. SECTION GRASS SHELF SLOPE OF GUTTER 40" MAX. PLAN Ff) r R Tr1 RF PLACED UP -GRADE OF RAMP SIDEWALK RAMP TYPE 2 PLAN GENERAL NOTES END GRANITE CURB (TYP.) 2'-0" 36" MIN. 2'-0" 1. SIDEWALK RAMPS SHALL BE CONSTR. AT ALL PEDESTRIAN CROSSWALKS IN ALL NEW 40" MAX DESIGNS AND AT PEDESTRIAN CROSSWALK LOCATIONS WHERE AN EXISTING CURB OR WALK IS TO BE DISTURBED BY CONSTRUCTION. . , • ....• •> - ... 2. NO DRAINAGE STRUCTURES SHALL BE PLACED WITHIN THE LIMITS OF A PROPOSED OR ":'�.:: ;,:,�, 4;•:,'9e.,.;. EXIST. SIDEWALK RAMP. CATCH BASIN TO BE PLACED UPGRADIENT OF RAMP. ;•';:;:�'�7 FACE OF CURB GRANITE 3. REGARDLESS OF THE TYPE OF PAVEMENT OF ADJACENT SIDEWALK, ALL SIDEWALK RAMPS CONCRETE CONST. JOINT (TYP.) SHALL BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. GUTTER LINE CLASS "F" CONCRETE 4. ALL SIDEWALK RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS FOR FRONT 4000 P.S.I. 5" CONC. SIDEWALK, EXCEPT THAT THE FINAL TEXTURE OF THE CONCRETE SURFACE SHALL BE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. SIDEWALK RAMP TYPE 1 5. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP AND SLOPE OF GRASS SHELF GREATER THAN 5' SIDES TO RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. 6. WIDTH OF SIDEWALK RAMP SHALL BE MIN. 36", MAX. 40". 7. THE BOTTOM OF THE RAMP SHALL BE BEVELED AT THE GUTTER LINE. 2'-0" 8. THE MAX. SLOPE OF RAMP SHALL BE 4'-50' (1" PER FT.). —� GRASS 9. WHERE GRASS SHELF IS LESS THAN 5', USE 1"/FT. MAX. SLOPE. 36" MIN. 11 10. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE 40" MAX. STATUTES OF THE STATE OF CONN. AND THE FEDERAL REQUIREMENTS CONCERNING WALK WALK THE CONSTRUCTION OF SIDEWALK RAMPS. RAMP TYPE 3 GRASS 11. SIDEWALK RAMPS SHALL CONFORM TO ADA REQUIREMENTS, MOST RECENT EDITION. TOWN OF MANCHESTER NOTE: 2'-0" REVISIONS TYPICAL SLOPE RAMPS RAMP TYPE 4 No. Description Date Approved 1' /FT. (MAX.) - PLAN SIDEWALK RAMP TYPE 3 & 4 flrnwn R%r r: R Date: Oct. 19$ CheCkrari R%r M F File: plate4.dwg_ CONCRETE SIDEWALK RAMPS 11/2`X5` STEEL PLA No. V-7 5/8" -I -1/2" 7" < 8 1 /4" w #4 BARS 1/2" X 5" STEEL PLATE SIDE GRANITE CURB INLET (SEE PLATE #14 0) 2r • V-7 5/8" Q •. . 3'-3/4` 2'-8 5/8" •� ♦ e' Q. • ♦. • ♦ Q • 4'-8 3/4" PLAN TOWN OF MANCHESTER REVISIONS TYPICAL •i tion Date Approved PRECAST CONCRETE CATCH BASIN TOP FOR GRANITE CURB V.F. Checked By. M.F.C. 1996 File: plate16.dwg DIV WF. ' T® N ... ,; ' hoc G DATEI MANCHESTER STANDARD DETAILS PREPARED FOR NORTHERN HILLS, LLC revisions: 10: date: description: 1 4/04/00 TOWN OF MANCH. COMMENTS 2 14/10/001RELEASED FOR CONSTRUCTION MANCHESTER, CONNECTICUT date: 3-13-00 drawn by: CAD job no: 94010.10 scale: NONE checked by. SFM sheet no:24 OF 24 F. A. Hesketh & Associates, Inc. 6 Creamery Brook, East Granby, CT 06026 ma 4 Trafne- _F *%�rw . A"rwaymn . PW#wwa . Landkrma Archiimele Fax (800) 844-OGW 0-and heN Dom wtnet