Loading...
HomeMy WebLinkAbout99-07_ROADWAY WIDENING PLAN PREPARED FOR NORTHERN HILLS, LLC._BUCKLAND ROAD & SITE DRIVECD r-1 0- aD ro co 0 0 0 CU O') m C6 N C' r- O L (O E I- 01 3 O 3 L U .O Cn W 3 O J Cn m C-� INSTALL TYPE 'C-L' C.B. IN MEDIAN 240 I \ , T.F. 152.2 160 F.L. = 147.80 INSTALL 26 -15 RCP, S=0.010 �G \\ SAWCUT EXIST. PAVEMENT. RESET GRANITE CURB AND APPLY NEW PAVEMENT SECTION AT MEDIAN AS SHOWN. SHADED AREA INDICATES o\ ,��.� \ / 23) + I } 1 N NEW PAVEMENT SECTION. CONSTRUCT 5' BIT WALK ACROSS MEDIAN. \ ``. ````'-�� -- ``\ `\`-----__•- \`\�\_ � \ `-^ �NI' III P'Jl 1 \\ ` � \I \ � 6 � O 1 f-- LLJI W nr�n n1 1nn A T r A nl i rnir� IUC3 H 1 CHVrGIVU.UrVI C.B. „ T.F.=151.28' v J CAP MEDIAN WITH 2 CLASS 2 BIT. CONC. ---------- -----_ _ _ _ _ 22p`` l4�\ �\���_�; ` - . I \ F.L.=148.08'-15 S I .' �\ `,' \ . OVER 6 GRAVEL BASE. �`\ I ` I - 154, <' RELOCATE PED. P.B. PEDESTAL ____________ y--- i }+ ' " i �\ \ SAWCUT EXIST. PAVEMENT. RESET GRANITE \ -__ _ _-___ �� ,-,\+\< - _�- _ _ _____ _ _ -�! _. Imo.` t I 1 CURB AN APPLY NEW PAVEMENT SECTION -_ r~ ---- -_ - �� _ _ _ �� TO SHORTEN MEDIAN AS SHOWN. SHADED AREA W'----------------____-------- _ `�___=�--_--�'���_�=6== s=�-�7y",� \`\��I i + INDICATES NEW PASV�MENT SECTION. _ -`.��..\ 2%(]` ----__ ^- __�rL._=�r�j���jr" s' . \ _-' j !I ^/' "�''�/� ` /i- +.-- ��� ---' 1\ \�\\ \�\\\\ \\\\\ \\ SL ` _ , , �,/ , / } } �� ,\ \ \ \ SEE TRAiFI'C SIGNAL^ PLAN FOR __---------------- 1- - - --_ - C TI EXIST. SIGNAL ----- _ - �� - \��}l _ %r J' / �l //, / // /. .D.MH. �\ } \\\\\\ \\\\\ �\ �� PROP MODIF 1 - - -- --------- T=>'sS"g6 ------ \ _ -� =53.5' / a62' \\ \ \ \ r \ \ `•'. -------- - -F`= EQ171RMENT. ------- - , F.L.=153.10'-1511-N' O _ �'� _-�_--` 1i ,`•� �, \}} � \\ \., / /', C.B. `'C.L�\ -^ _�. \\\\`\\` - ---- - - --` -- - ----_ / '' _ - /' i'//' %%/r = `� --`-_- - - __ •-c I% 1 __ �J _ ,�'/�// /,/ / /,' ' L.=1472J"',10L\\\\ - - --- -- - ' _-` _____- _}i } `} } I\ 20 Via! cn �l V) ---------- ----- -'' -� _--- -_ =- 'd �_ -------------- LIMIT _ _ _ -LIMIT OF PAVEMENT RECONSTRUCTION. + --------------------------------- -----------I --- ', =�05�' , _ _ ___ ---^_----- - ^____ __ -�-_ -MAJE�-t FXLS �R�IEMEN_T--- - ,/'/�' 1a� _ - ----------------- -" ! ^ MATCH EXIST. PAVEMENT _ - -� _100 " I.F=la&2G _--' 1�0-- _ f-45 ---61.6 _�,a _ - 190 ---- _ _-------- -' --r-_ _ - LIMIT OF F.L.-i56'9E--fi-r(�P_VL--___ -�L �95F_:_�_3=t5--1�.L _---`"_--�--�"`_ _ -_ �------------- ----- -- --:'' _-- __-'' $� ", --'' - Jc - -----_1�'.lf�1ti' S-_-, -- -____ . F'L.=155.3-fi5 �_ -_T-- -� _ - ----- -- -- _ _ _ - -�-�� r .. f BITS# - ---- - ---- -- _ _ --- 1�-- -" `: _ `� - - -180-- - _ `_ _ ��� __� ,-- - _ R=S ( _ _-f----_-_ aTs--- --' N 3545013.13/ ? G -- _ ----- _ ---------- --- _- .-_---_.._._...--. - ---- ----------- r.�a�-r _ - ~'1%- - _ -: _ =" -� �-`- E 65302 .29 --- -- - - - ~'`�I' car _ _--170-__ -- _ ' -_ _ _ _ ,' f�• S� \, 2F15 - _ - -------- / - - _--- ---- -- -- - _ - _ - T. P MEN / _ - -- - _ - _ �. �_ --16 _ � - - - .- _ -.,��- BUCM(l'�►Np AND CURB. G T -?; nl -� �- �;'•::-:•:•:::, ,, ,:y - r .- ._ _ - - _ - - -_...� • --_ - N 355244.83 \ \ - S'si ,' / :;1= E 652969.64 CONTROL POINT KLAND ' - N 04'15 29 ` + t4 - -=3 \ :: = 3.:•::=:`-'-`-"' BUC ` } - _ - ` - : = I CHD RAN MON 018 ROAD _ o /i` o r / \ x. :'.` :`'`_'''= #6 a• 0 10+i9=�•9 ' i • '•..:::: _ ..::::.``�'.:.•- : N 354,439.41 \ :;r:_::::::==:`::.E==::::-::: E 652,985.98 -b✓- 1 `�� // N 355314.63 `� \ _ 1 1 i _ _ _ / 0 \• 12' VI A TER \_ l `' '' l ELEVATION = 151.65 -� --652964.45_ _ -- -- - _ 0 \ , = ;€iii=; 40') "\ x ` e / � j i,' /� / T. .=152.75/1 INACCESSIBLE..:.,. REMOVE EXIST. C.B. \\ �% /� i \}- + ,�' TF=154.5s' C.B. 'C-L' ^ / 4...........\ \\ MATCH EXIST. PAVEMENT A , C.B. c' I = :;: y = € € = €''==\.' \` S.1✓.H. CONSTRUCT TYPE C C.B. i �� /l I , .. E 71'-12' W ,/ TF.=151.92 T.F.=152.49' \ js_:- = 5, AT PROP. CURB LINE CURB. �\ , F.L.=lS .66'-12" E F.L. 147.52'-12" W F.L.=149.19 =72 \ E \ z::::: s:=::::::::::::• ::::::::::: ::=::::: T. _151.8. 7 PROPOSED WALLS AND SIDEWALK \ \ INV.-135.81 STA 1 + 1. \\ STA 11+21 RT. ' \ ; F.L.=147.42'-12" E 2 5 00, 28.31 RT / ' BY SITE CONTRACTOR. --./ 1 RESET C.B. COVER T.F. = 161.56 / \\ I, SEE SITE PLANS BY FUSS & O'NEILL, INC. \ , // /• i C.B. 'C' - C.B. 'C-L' T.F. 151.E 0 F. =151. 72' \ \ RESET EXIST. PIPES AS REQUIRED �� ; ` \\ / ,' T.r..=155.24'- T \ \ RESET MH COVER TO PROP. F.L. = 147.54-15 N F.L.=14732'-12" E PAVEMENT GRADE. PROPOSED DRAINAGE CONNECTION BY ' I \ \, ` ,' / I F.L.=151.14'-12" E C11 �: :• - - • \ r / REMOVE C.B. (TYP. FOR ALL COVERS) SITE CONTRACTOR. / RECONSTRCT EXIST. C.B. =- AT PROP. CURB LINE i i \ zs� . % 1 & PIPE \ \ :°€s€;€€: 50 : .......:. 1 RESET COVER 0.5'f RT. MATCH EXIST. CURB'€;;:;;€;_€€- T.F.=163.36 %' / Ii STA 11+50.50, 27.31' RT -�• F'.=156.51-,'5" V'J ' T.F. = 159.66 N/F 1 N F l MICHELL M. SLOWICK MICHELL M. SL0WICK N/F W ' \ REMOVE AND RESET EXIST. GRANITE CURB GURRIE A. & BARBARA R. FANDOZZI CRTO + r \='-':,;;:;::::: I I W / REALIGN MEDIAN AS SHOWN. T.F.=156.76 II 1 ,r F.L.=157_.16-15" NEII / 1 CAP MEDIAN WITH 2 CLASS 2 BIT. CONC. \\ f°.:_;_ ?rf`_ \ � OVER 6 GRAVEL BASE. F. L . :_ 5�.06-15" SE II N/F \. , '.•. F: L.=145.26-18" W ::::::::::c ` = MARY A. VARRICK ze7s FL•=145.06-STUB E (( = \ `\\ `-2•????=:.::'`i C.8 Q (0)\� T.F. 146 SAWCUT EXISTING PAVEMENT, REMOVE EXIST. CURB, AND N/F _ `''`_``_ `_ ` ' ' ..._ .'.`.... ` APPLY NEW PAVEMENT AND CURB SECTION TO WIDEN ROAD DOWN EAST ASSOC. LTD. PART. - o �x, ..- r: x AS SHOWN. SHADED AREA INDICATES NEW PAVEMENT \ ,?1:`_':;:;:• �� SECTION. NOTES: \ : ;:?:=:•: WIDEN AND RECONSTRUCT EASTBOUND }\ \ J\ \' : - = = r \ sNEr 1. ROADWAY CONTRACTOR SHALL COORDINATE THE WORK \\ \ } rn l 51T6 ROADWAY AS SHOWN. MAINTAIN , \\ �\ / EXISTING GRADE(CURB REVEAL) ALONG �1 WITH THE SITE CONTRACTOR. SITE RETAINING WALLS EDGE OF ROAD. (SEE DETAIL SHEET 12) \\`�/ }} \ \\ 0 AND ASSOCIATED GRADING SHOULD BE COMPLETED PRIOR \ \ ,�♦ TO THE COMMENCEMENT OF THE ROADWAY WIDENING WORK. \ MATCH EXIST. PAVEMENT AND CURB. STA 4+19 2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF SOUTH WINDSOR S2879 NET \ \ ENGINEERING DEPT. TO HAVE ALL ROADWAY DRAINAGE CONSTRUCTION \ \ \- INSPECTED PRIOR TO BACKFILLING. TF=145.33' \,'' 111RRR \`• \\, INV.=133.33' 7. C. B. 'C' T. F.=143.09' \ -40 0 40 8(�:L.=138.54'-120 S \ SCALE: 1" = 40' \ �, ROADWAY WIDENING PLAN revisions: PREPARED FOR NORTHERN HILLS LLC no: e: description: s 1 2 09 00 TOWN OF MANCH. COMMENTS PLEASANT VALLEY ROAD & BUCKLAND STREET 2 2/15/00 MISC. CORRECTIONS 3 2/23/00 RECONSTRUCTION LIMITS MANCHESTER & SOUTH WINDSOR, CONNECTICUT 4 3/02/00 TOWN OF S.W. COMMENTS date: 11-09-99 drawn by. CAD job no: 9401l. 10 i scale: 1"---40' checked by. SFM sheet no: 2 OF 13 I v J F. A. Hesketh & Associates, Inc. f1e (860) 6W-8WO 6 Creamery Brook, oast Granby, CT 06026 Fax (860) 844-shoo CM Traffic • curve ore • Planners Architects a -maul he&ethpsnet.net CD 0 a Cu ro a CT 3 O 3 CE: m W CD CD Z_ W a U SIGN LEGEND 31-0536 0 SPEED © 31-5505 LIMIT 30 © 31-0368 TO 51-6650�� 51--2686(R) 0 RIGHT TURN ON RED 31— 0847 FROM RIGHT LANE ONLY EXISTING SIGN © � PROPOSED OR RELOCATED SIGN APPLY 12" WHITE STOP BAR N_857354.53 E 1060822.13 e BIT DRI VE LAND LEASED TO ONO RESTAURANT CORPORA TION C. P. #20004 PK NAIL N 857111.22 E 1060661.5 ELEV. = 1914.201 B'T DRIVE LAND LEASED TO ETHAN ALLEN N/F CIRCLE ASSOCIA TES ET. AL. M.L.R. VOL.1696 PG.178 ' ^ROUTE 30 DEMING STREET r0 10 9 - _ RELOCATE EXIST. BIT DRIVE i BI T DRIVE PK NAIL N 856901.35 E 1060556.5; ELEV. =183. 2, BI T DRIVE E 1060475.39 17' 11V wlLff,Al I II 15 100 CONCI PAD `!I n n n O BURIED FUEL TANKS O O O O ❑ ❑ ❑ ❑ CO,NC PAD EXISTING GAS STATION BIT DRI VE FUELING ISLANDS N/F STAR ENTERPRISE M.L.R. VOL.1348 PG.130 M.L.R. VOL.1760 PG.231 O Lj\ CONC PAD "- APPLY WHITE PAINTED ' ir.r a r�-'.' I`= - O LANE UJt HrCVVV l I TP.) 1 RELOCATE EXIST. -APPLY 12" WHITE STOP BAR APPLY 4" DOUBLE YELLOW ------------ `— LIMIT OF RECONSTRUCTION. MATCH EXIST. PAVEMENT MARKINGS APPLY 4" WHITE /— APPLY 4" DASHED WHITE(TYP.) T -.--APPLY 4" DOUBLE YELLOW APPLY NEW PAVEMENT MARKINGS AS SHOWN. r I I LIMIT OF RECONSTRUCTION. MATCH EXIST. PAVEMENT MARKINGS STA 16+25 17JLU IO 30.00' 0 o EX \ � ,-, _ �. oAp TENSI oN 0 ..6 HAKE R r "J� o N/F CIRCLE ASSOCIATES ET.AL. NOT FOR CONSTRUCTION GRAPHIC SCALE 40 0 20 40 60 160 ( IN FEET ) 1 inch = 40 ft. , f I / f , e , 1 / e r__J , 1 APPLY 4" WHITE \ Ce. 0 12, i 12' � 12' r-, MATCH EXISTING- - PAVEMENT MARKINGS STA 24+50f _ftwft APPLY 4" WHITE SIGN LEGEND -7 / / I ;e , , , f RELOCATE EXISTING PAVEMENT MARKINGS IN DRIVE: BY SITE CONTRACTOR APPLY 4" DASHED WHITE (TYP.) f APPLY WHITE PAINTED LANE USE ARROW (TYP.) _ Pp'pOSED s RE \ 12' 12' 12 APPLY 4" DOUBLE YELLOW ♦95°=-.__ 12' ` cC e / o ' e / I N /F ' / IfSTATE OF CONNECTICUT / e DEPT. OF TRANSPORTATION 0 e / / / e ♦ o STATE OF CONNECTICUT / e % / DEPT. OF TRANSPORTATION m / NO PARKING Q 31-0630(D) ,E JO 31-0246 7 QS 31-1629 CC 31-0370 ♦, ONLY ONLY ONLYI t I © 31-5506 M 0 31-0528 YIELDO 31-1632 D 31-1546 RIGHTSPEED LANEQU 31-5506 L3.J ®E 31-0194 ONLY © 31-0122 MUST © 31-0458 rf—I I� t t TURN ONLY ONLY RIGHT LEFT QV 52-2008 SO TowN uNTH DSOR � 31-1629 t@D 31-0193 LANE QM 31-0121 MUST ONLY LEFT SPEED © 31-5506 LIMIT tQE 31-0557 ' 4'� GG 31-0557 TO EAST O 84 QX 41-4818 F 31-1546 31-0337 ONLY ONLY O � Y O ROAD QO 31-0445 ADOPT A ONLYIII ONLY II 31-0308 © 41-4335 ®� WEST QZ 41-4822 ONLY 1) t © 84 ® BUME uPi JJ 31-0445 ONLY ONLY OH 41-4335 * SPEED LIMIT RIGHT TO ®B 31-5515 $1RICTLY ® 31-0122 LANE EAST TMUST URN ® 64 RIGHT ItD 31-0194 t ONLY To EXISTING SIGN WEST ® 64 PROPOSED SIGN OR RELOCATED f Is 0 W 0 a 0 a IN ILO C APPLY 4" WHITE 1 _ 12• �2' pROPpsED S _ o �50, •_ BEET CINE�_, 30, / C6" - APPLY '12" WHITE 1 f STOPBAR ° I APPLY 4" DOUBLE YELLOW f I ' N /F f STATE OF CONNECTICUT f f DEPT. OF TRANSPORTATION ° / f L I i •_`e f f f l I f N /F f ADELINE P. URSO ° 1 I I ° e f _ 1 J 12' 12'1 7 7'---J +35 f f N RELOCATE EXISTING 12' R=1765' 12, — I 4.9' +35 ftft. •ft. s�rFr s N /F CATHOLIC CEMETERIES ASSOC. ARCHDIOCESE OF HARTFORD -40 0 40 80 120 SCALE: 1" = 40' SIGNING & PAVEMENT MARKING PLAN revisions: PREPARED FOR No HILLS, L L C n1 13/02, BUCKLAND ROAD & SITE DRIVE SOUTH WINDSOR, CONNECTICUT date: 11-09-99 drawn by: CAD job no: 940`r 0.10 scale: 1 "=40' checked by: SFM sheet no: 4 07- 13 F. A. Hesketh & Associates, Inc. 6 Creamery Brook, East Granby, CT 0602( i Civvi & Traffic Engineers • Surveyors - Planners - Landscape Arctwtects -o a� 0 a a� �o 0 0 0 CD CU v v 0 cv v escrlo Ion: I o TOWN OF S.W. COMMENTS � CD a� 3 0 a_ c.� .n i 3 Phone (860) 653-8000 Fax (860) 844-8600 I e-mail heskethesnet.net OPOSED LOWE'S BUILDING FIN. FL. EL. 207.25 �® � 1ILI --------------- -- ----------� -------------------- w w W — Al , APPLY 4" WHITE APPLY 12" WHITE \\ STOP BAR e nni v A» vf- nur Ht-'t'LT `'f' TCLLVVY © �,,`'► J �� \ OCB. �J2y► - \I � C� R_8p• � jy►� - I C.B._�� a 1110111,,. , P 4r-� P CL&P a,» -�- R=95' j AP161 Y CROSSWALK OF 8777 (45) C.B. (APPLY 4" WHITE �- �` r `ANp�-♦ 'Ao� ` �' P // RELOCATE EXISTING \ CUP 26052 �. C.B. (45) _-� 2CL&P8050 Ah '��' �r— O C.B. —^ J .-� P C. CL&P B C.a' (35% Q V71 � O O Y N ® BUCKLANnC'-6�� p O O ,�.._. 8; ��� APPLY WHITE 12' �2 �5 �" STOP BAR C.B. o a ERADICATE EXIST. CROSSWALKS RELOCATE �� c ' REMOVE JJ SNEr 4 — a---� --- , N Q z l E STOP BAR. APPLY NEW CROSSWALK EXISTING & INSTALL AND 12" WHITE ST_-OP-1kR AS SHOWN ) s �\ F ` , MATCH EXISTING Q � 0 _ = '0 APPLY 4" DOUBLE YELLOW APPLY 4" WHITE PAVEMENT MARKINGS 1 G`� \ J r o.'� / t / �� ! STA 10+80 �z APPLY 4" DASHED WHITE (TYP.) 0 ' � t !Z. � APPLY 4» WHITE , 0. v % N/F N/F N/F N/F L w ' MARY A. VARRICK MICHELL M. SLOWICK MICHELL M. SLOWICK ` GURRIE A. & BARBARA R. FANDOZZI<<\ 2 i DOWN EAST ASSOC. LT. PART. APPLY 4 DASHED WHITE (TYP.) -P\ 70 \'Cnc RELOCATE EXISTING !J 3� 15 ` 12 oo \ rk \ APPLY WHITE 12 PAINTED LANE USE ARROW (TYP.) \ \ REMOVE JJ & INSTALL L \ \ \ Oo MATCH EXISTING PAVEMENT MARKINGS \ \ STA 4+90 ERADICATE EXIST. STOPBAR APPLY 12" WHITE STOP BAR AS SHOWN. APPLY 4" WHITE SKIP (2' LINE, 4' SPACE) ERADICATE EXIST. CROSSWALK APPLY NEW CROSSWALK AS SHOWN. SEE SHEET 4 FOR SIGN LEGEND -40 0 40 80 120 \ \ SCALE: 1 " = 40' \ 6� SIGNING & PAVEMENT MARKING PLAN revisions: PREPARED FOR NORTHERN HILLS LLC no: date: description: 1 2 09 00 TOWN OF MANCH. COMMENTS PLEASANT VALLEY ROAD & BUCKLAND STREET MANCHESTER & SOUTH WINDSOR, CONNECTICUT date: 11-09-99 drawn by. CAD job no: 94010.16 scale: 1`--40' checked by: SFM sheet no: 5 OF 13 F. A. Hesketh & Associates, Inc. Phone (860) 6W-8WO 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-8600 Cid Traffic Engineers • Surveyors • Plauwa • Landscq* Arc hitects e-mal heskethesnetnet Q W 0 Q_ 0 , v r iv av x- 171.54 � 16+94 30 1.26 ------ -- 2.28------- --_ _= �I IZ2.04 .53 x 172.34 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. INTERSECTION GRADING PLAN PREPARED FOR NORTHERN HILLS, LLC BUCKLAND ROAD & SITE DRIVE r, SOUTH WINDSOR, CONNECTICUT date: 11-09-99 drawn by. CAD job no: 94010.1C scale: 1 "=20' checked by. SFM sheet no: 6 OF 1 revisions: no: date: aescri Lion: 1 13/02/001 TOWN OF S.W. COMMENTS F. A. Hesketh & Associates, Inc. 6 Creamery Brook, East Granby, CT 06026 CIA & Traffic Endneere - Surveyors • Planners • Landscape Ard i eeds Phone (860)653-8000 Fax (860)844-8600 e-mail hesketh•anet.net 3 0 0- co L) co 3 O _1 U7 m 12+00 Lw 27.72' 176 176 172 172 168 168 164 164 160 160 156 156 152 152 —60 —40 —20 0 20 40 60 11+00 27 15' (+21) 176 176 172 172 168 168 164 164 160 160 156 156 152 152 148 148 —60 —40 —20 0 20 40 60 ROADWAY CROSS SECTIONS • revisions: PREPARED FOR no: date: description: NORTHERN HILLS, LLC 1 3/02/00 TOWN OF S.W. COMMENTS BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT date: 11-09-99 drawn by. CAD job no: 94010.10 scale: 1 "=5' checked by. sFM sheet no: 7 OF 13 Jv • F. A. Hesketh & Associates, Inc. Phone (�) 6W-� 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-shoo CH & Traffic a • Surveyors • Flamers Arctrteds a-mal hesketheenet.net i R. 0. W. E.R. E.R. (REMOVE) 'C' C.B. — — _____------ ----� STA. 12+ 51. D R T ----" 'C' C.B. STA. 12 46.6 L T _ -- INSTALL TYPE 'C' C.B. I -- rT-A-1�.n -0E3; 2�. �1--R r— � � T.F. = 161.56 I I r� R-9P—WAt�(-TY-P: PROP. R.O.W. (BY SITE CONTRACT R,SEE SITE�A ) — R.O. W. E.R. R.O. W. / — — ---- --- — -------------- � -------------- E.R. /- PROP. SIDEWALK (TYP.)�'--- -STTE--�ONTR7CCTOR� — • � O — 15" RCP STA. 11+50.5 RT --- —_--i �' M � ! M RECONSTRUCT EXIST. C. AT PROPOSED CURB LINE RESET�01�EFt--(1:5 �R . . coo coo STA 11+50.50, 27.31' R1� 15+00 42.10' PROP. R.O.W. R.O. W. E.R. 19+00 39.00, 176 172 168 164 160 oonr'3 D n 1Af rrtvr. r\.v.vr. R. 0. W. R. 0., W. E.R. E.R. � °°-4-00 rn to rn —40 176 172 168 164 —20 20 51.00' 40 . •• �R. 0. W. -- -------- ( — R. C. W. I t- ! ! E.R. E.R. - PROPOSED SITE DRIVE SEE SITE PLAN ----------------- I I C l---- -40 180 176 172 168 164 0 17+00 20 rz, 40 R. 0. W. ------------- E.R. I Law PROP. R.O.W. I E.R. R. O. W. —40 180 176 172 168 164 —20 0 16+00 I 20 48.92' ne, .N r— - R.O W. -- -- -- R. 0. W. PP,0--ALL-(LYI:) -- ---- - E.R. ( E.R. (BY SITE CONTRACT — --- - ------- I P�Y OP. -SfTE -00N-TRtkC) C=TOR - �- - — — —0-0) .= -- --------------- o —40 —20 0 20 40 f A 176 172 168 164 160 176 172 168 164 180 176 172 168 164 180 )R,SEE SITE PLAN) 176 172 168 164 ROADWAY CROSS SECTIONS revisions: PREPARED FOR NORTHERN HILLS, LLC no: date: description: BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT date: 11-09-99 drawn by: CAD job no: 94010.10 scale: 1 "=5' checked by. SFM sheet no: 9 OF 13 F. A. Hesketh & Associates, Inc. Phi (860) 6M-8000 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-86M CIA & Traffic Enghem • Surveyors • Pkrmn Architects e-mail heskethesnetnet 23+00 -zrN ol -------- PROP. R.O.W. R.O.W R.O.W 160 E.R. E.R. 160 156 156 (REMOVE) -INSTALL TYPE 'C' C 152 7 S-TA--23-+-90.-00,--2-7-.03'--RT— 152 00 STA J+89.9 RT T.F. = 152.70 co I LO -F_L_=--1-4&30 _C6 INSTALL 3'-15" RCO TO LO Ul 15" RCP EXISTING PIPE. 148 148 -40 -20 0 20 _J 40 60 0 'C' C. B. STA. 24+00.0 LT 22+00 34.02' PROP. R.O.W. 168 168 164 ------ 164 'C' C. B. (REMOVE) E.R. E.R. STA. 2240J.0 LT 'C' C. B. ------- STA, 21+91.6 RT 160 160 INS�ALL TYPE 'C' C.B. ST 21+89.00, 34.38' RT 156 T.F = 159.77 156 F.L. = 153.35 -R-CP-TO­­ 15" RCP EXISTING PIPE. 152 0 _04 152 -40 -20 0 20 40 60 21+00 37.23' PROP. R.O.W. 172 172 R. 0. W. R.O. W. RT 1 48 - - -- i R.O.W. - -- E.R. 4+00 , -7 R�' E.R. F nn' E.R. , E.R. R.O.W. -- ---- — — — — 48 1 144 -60 -40 -20 0 20 40 60 80 100 3+50 24.00' 6.00' 150 — - R.O.W. E.R. E.R. E.R. — — — — R.O.W. -- -1 150 146 I --- 00 v --- ` 146 -60 -40 -20 0 20 40 60 80 100 3+00 � 24.00' 6.00' E.R. E.R. R.O.W. � O E.R. ------ ---� — . - - - DRIVE -- - — - 148------- - - -- -- --- - ------ ----------- — � — — - 148 l� I o LO .` I -60 -40 -20 0 20 40 60 80 100 2+50 r� 24.00' �� 6.00' `I - 152 R.O.W. —� I ----- -- - - F R ! I --j- -- I -- E.R. I --- �— E.R. r---------� R.Oj,W. - - E'�' - 152 - -- --- -- --- - - 148 - — L — I I �- 148 —60 —40 —20 0 20 40 60 80 100 L+UU 24.00' 6.00' R.O.W. E.R. E.R. � E.R. E.R. R.O.W. {� 152 �- - - --�----- i---------- - -...-------._ .._ ___--'---- --- - -- � 152 -- 148 148 �----- - — _ — � I — � i -60 -40 -20 0 20 40 60 80 100 1 +50 E.R. E.R. E.R. E.R. R.O.W. �_ 148 U i 48 60 -40 -20 0 20 40 60 80 100 NOT FOR CONSTRUCTION - ROADWAY CROSS SECTIONS revisions: PREPARED FOR Ion: Nno: / e: description: NORTHERN HILLS � LLC 1 2 15/00 MISC. CORRECTIONS PLEASANT VALLEY ROAD 2 2/23/00 LIMITS OF RECONSTRUCTION MANCHESTER, CONNECTICUT date: 11-09-99 drawn by: CAD job no: 94010.10 I scale: 1 "=5' checked by: SFM sheet no:11 of 13l-- F. A. Hesketh & Associates, Inc. Phone (8W) 6 8000 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-86M cm & Traffic en&wmn • 8urve ors • Planners Arci tests a -mail hesketh•snet.net 4-3 a 0 CD CD v Cu .0 m u- L H CD 3 M 0 m Cn x U m Cn w 3 O J Cn EASTBOUND LANES EXIST. CURB LINE WIN MILL PAVEMENT RECLAIM PA VEMENT-24' 3" DEPTH MAINTAIN 16" REVEAL VARIES, MATCH EXIST. WID TH CURB GUTTER LINE VARIES PLAN MEDIAN MILL PAVEMENT 3" DEPTH WESTBOUND LANES FF— — Li I SEE WIDENING DETAIL FOR PROP. WIDENING OF MEDIAN 1 1/2"— BITUMINOUS CONC. SURFACE COURSE, CLASS 1 — 1 1/2 "— BITUMINOUS CONC. BINDER, CLASS 1 3"— BITUMINOUS CONC. BASE, CLASS 4 RECLAIM IN PLACE TO 15" DEPTH EXCA VA TE TO 6" DEPTH BELOW FINISHED GRADE I i i—ciA 1v1111 IT EXIJ T BIT DR/ VEW4 Y R= 5'f (TYP.) 1 1 /2" LIP 2'-O" VARIES GRASS SHOULDER 4' (TYP.) SEE PLAN VARIES 6" MATCH EXIST. SAWCUT CROSS SLOPE 12 BCLC 12. 1 1/4 IN/FT i EXIST. PA VEMENT EXIST. SUBBASE - SLOPE EXIST. SUBBASE AT 1: 1 3" - BIT. CONC. - CLASS I (2-1 1/2" LIFTS) 6" - BIT. CONC. BASE - CLASS 4 10" - BANK RUN GRAVEL SUBBASE 6" OVERLAP, EACH LAYER 4" - LOAM, FERT, SEED & MULCH CONCRETE SIDEWALK (BY OTHERS) SOUTH OF SITE DRIVE RETAINING WALL (BY OTHERS) 3' (TYP.) GUTTER LINE 3' MIN. VARIES 1 /r+rr n/ A A 1 3" SLOPE VARIES L SECTION OVERLAP / r -i AAA TrN FX/ST DRl VEWA Y v BIT. CONC. CLASS 2 PROCESSED STONE/GRA VEL OR ACCEPTABLE RECLAIMED MA TERIAL. -COMPACTED EXIST. SUBGRADE NORTH OF SITE DRIVE GRASS SHOULDER EXIST. CURB LINE 2' EASTBOUND VARIES SEE PLAN REMOVE & RESET EXISTING VERTICAL GRANITE CURB. MATCH EXIST. T -� �CR,9SSSLOPE JLVI L L/�/J /. JV ✓✓--- - MEDIAN VARIES (6' MIN.) 2' � 6 2" -BIT. CONC. -CLASS ! - �6" - GRAVEL BASE REMOVE & RESET EXISTING VERTICAL GRANITE CURB. RESET GRANITE CURB " I I SAWCUT (TYP.) 16_ ILEA TCH FXI.ST CROSS SLOPE EXIST. PAVEMENT EXIST. SUBBASE rITUC.tJJtU HG(�fft(�HlC CTHJC PER CT D.O. T. FORM 814A, SECTION M. 05.01(TYP.) TYPICAL WIDENING SECTION PLEASANT VALLEY ROAD N.T.S. VARIES REMOVE & RESET EXISTING — PROP. WIDENING VER77CAL GRAN/TE CURB VARIES — SEE PLAN SAWCUT EXISTING PAVEMENT — _:� EXISTING PAVEMENT (TO REMAIN) — 8" 1 1/2" — BIT. CONC. SURFACE COURSE — CLASS 2 3"— BIT CONC BASE — CLASS 4 6" — CRUSHED STONE BASE 12" — ROLLED GRAVEL SUBBASE (18" IN ROCK CUT) COMPACTED PROCESSED GRAVEL BASE. CURVED GRANITE CURB TO BE SET IN 6" OF CONCRETE 4" TOPSOIL, LIME & TURF ESTABLISHMENT CONCRETE SIDEWALK-5" THICK, CLASS 'C' CONCRETE - 5" CRUSHED STONE BASE 112"/FT. 44' 1/4"/FT. OPOSED EASEMENT EXIST. GRADE GRADE TO EXISTING GROUND. ALONG PROPERTY OF STAR ENTERPRISE RESET VERTICAL GRANITE CURB 8' 4' 4' BIT. CONC. - CLASS I (TYP.) (2-1 1/2" LIFTS) BIT. CONC. BASE - CLASS 4 (TYP.) 17" - BANK RUN GRAVEL SUBBASE (TYP.) WESTBOUND PROPOSED EASEMENT EXIST. GRADE 1/2"IFT 1/4"/FT 112"/FT. GRADE TO EX/STING GROUND. CD 0 a� 0 0 0 0 C\, 0 Cu DETAILS m revisions: PREPARED FOR o no: date: description: NORTHERN HILLS, LL C COMMENTS 2 2/115/00 MISC. COORRECTIONS ICU ~ 3 2/23/0 TOWN COMMENTS SOUTH WINDSOR & MANCHESTER, CONNECTICI T CM 3. 0 date: 11-09-99 drawn by. CAD job no: 9�.'010.10 0 Ln m scale: NONE checked by. SFM sheet no:12 OF 13 F. A. Hesketh & Associates, Inc. (860) 653-8000 Lu Phone 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-8600 Cn 5,0 Civil & Traffic Erxineers - Survevors - Planners - Landsce I,e ArcNtees e-mail hesketh•snetnet r PRECAST CONCRETE TOP. STATE OF CONN. TYPE 'C-L' 7 1 2` 1'-6 7/8' 1'-6 7/8' 7 1 2' 2 3 5/8' G FRONT ELEVATION 7 1/2' P-6 7/8" 1 -6 7/8' 7 2` 3518 3A 2'-8 3/4" 3 5/8' ADJUST FRAME ELEVATION WITH CONC, BLOCKS OR BRICKS, 6"-12" ALL JOINTS TO BE POINTED FLUSH & FULL ,,,-PRECAST CONCRETE OR CONCRETE MASONRY UNITS PRECAST SUMP OR SLAB (OR EQUAL) 3500 PSI 5/8' 6"-3/4" CRUSHED STONE PRECAST CONCRETE TOP. STATE OF CONN. TYPE 'C' 10 l310 3/16.10 3/1610 1 1 3/16' /1 3 13/16" •0 .V s 2' N1'-8 3/8' PVT. ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6"-12" 3 13/16"- ALL JOINTS TO BE POINTED FLUSH & FULL PRECAST CONCRETE OR CONCRETE MASONRY UNITS PRECAST SUMP OR SLAB (OR EQUAL) 3500 PSI 23 3/4 " rwi/SNFD STONE I � id Id 1 114" I 7 3/4" I I 2 3/4" 20 1/2" 3/4"(TYP.) COVER -SECTION 24» 14 7 1'3/16" 7 13/16" •�r�xnx�x�x�x�x�a 8" 3'-O" 8" 4'-4" SIDE ELEVATION 10 3/16' " f0 10 V 4 ff I R" R" I -v y 4'-4" ti SIDE ELEVATION W 2-#4X4' REBARS 15 15/16' 2 13/16" FRAME -SECTION FRAME & COVER -TOP VIEW 5'-4" (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 4 n I rA/]rII�I I IC, n" IU nhn J IL Fur-\ 0LV/l\/1Ir/\ 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. TYPE `C-L' CATCH BASIN N.T.S. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET F-IS20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. A AI I DIDrQ QWAI RD PI IT DI I IQW 1UTI-I T. !•ILL I II I-,-; JI I!-%L LJL VV I 1 LV J11 ..1 11 1 THE INSIDE WALLS OF THE CATCH BASIN. 5. ALL BRICKS SHALL BE CONCRETE. E `C' CATCH BASIN N.T.S. /8" 18" COVER -BOTTOM VIEW -STANDARD M.H. FRAME AND COVER SET ON MORTAR BED. REMOVE EXISTING C.B. COVER AND RISER 5'-4" x 4'-4" PRECAST REINFORCED CONC. SLAB W124" DIA ACCESS HOLE. ( LOADING) (SEE NO TE) MASONRY CONCRETE BLOCK AND MORTAR. STING C.B. AND CULVERTS NOTE: MATCH CONC. SLAB TO EXIST. BASIN DIMENSION. FLOW - FIL TER FABRIC BALED HAY OR STRAW BALES TO TOGETHER -�- FLOW 'MIRAFI" FILTER FABRIC STRETCHED OVER C.B. RISER, SECURE WITH STAKED HAY BALES PLAN SECTION (AT CATCH BASIN) a O -•e- FLOW O O I _'N­2-2"x2"x3' STAKES EACH BALE PLAN STAKES EACH BALE Ij-- -EXI'ST/NG GROUND I - CATCH BASIN EMBED 4" INTO EXISTING GROUND HAY BALES (HBEC) KI T C 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 SHO.:'rl FOR BUCKLAND STREET AND BUCKLAND ROAD IS BASEn 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. G> ALL CONgTRIIrTInN N,AFTHnnS ANn MATERIALS SHAI I rC)NFnRM 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 EROSION 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, INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER OPERATION. r TI Ir- J' /^K ITr] A /-T/Nr] C11 I A I I AI/ITICV TUC r\C"C`1/"IAI CAIrlIAICCD nc, �. InC IrVIVIfCHIJIVEC Jn/1LL NOTIFY IIIC UC-JIVIV GIVVIIVCL1l VI 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 JF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO THE SATISFACTION OF THE TOWN STAFF. 0 N I PREFABRICATED SEDIMENT - FENCE ENWROFENCE (M/RAFI), PROPEX SILT STOP (AMOCO), ECONOFENCE (TERRATEX), OR APPROVED EQUAL I - WOOD OR STEEL POSTS-10' O.C. MAX. ANGLED 10`UPSLOPE - GE07EX77LE (FILTER FABRIC) BACKFILL 2" ALTERNATE INSTALLATION METHODS COMPACTED SEDIMENTATION CONTROL FENCE i`' FCC KI T Q DETAILS & NOTES PREPARED FOR NORTHERN HILLS, LLC -o CD 0 n 011) 0 0 N m 104 revisions: i no: date: description: o 1 2/09/00 TOWN OF MANCH. COMMENTS - 2 3/03/00 TOWN OF S.W. COMMENTS CD I -- SOUTH WINDSOR & MANCHESTER, CONNECTICUT TO date: 11-09-99 drawn by: CAD job no: 94010.10 0 0 In scale: NONE checked by. SFM sheet no:13 Of' 13 m Cn LU F. A. Hesketh & Associates, Inc. Phone (8�) 6 -� 6 Creamery Brook, East Granby, CT 06026 Fax (860) 844-8600 CM & Traffic Engineers • Surveyors • PWzv ers • Landscape E,rcNtectr e-mail hesketh•snetnet i