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HomeMy WebLinkAbout87-107 Cliffwood Estates Subdivision 'a f i ES TA S TE s 0 UTI I, D • l �` W SO C 0 -&N. CLIFFWOOD AUGUST, 1987 REV I SED MARCH , 1988 A SUBDIVISION IN TH ..E A 30 ZO --\ E APPLICANT & OWNER OF RECORD : I R E N E G U A Y 173 ROSEMARY LANE SOUTH WINDSOR CONN . LIST OF DRAWINGS SHEET N0. 200 SCALE KEY MAP Epp, Z PLOT PLAN 2-3 CONSERVATION AND TOPOGRAPHIC PLAN 4 - g PLAN AND PROFILE 1 7-9 DETAILS AND SECTIONS 10,11 I� Aw 1 ! CONSERVATION PLAN J2 R p. / , x � ' cb i � m I ° 4 z� r LAW R[NC[ RD. I a �J h•'� '� 5J' � $a f Grrrrr�E�l I� I o G1 �4'�QR0 igMa-'p t 0 t } > --0 '\ s o No. EOj"�t I I r , I 7- p a FGIS/30C7 SE¢Si�G;�t�{v t A * R , LOMBARDI ASSOCIATES INC . 0 �] A. T Zj f'.tl LOCATION �A MAP - CONSULTING CIVIL SANITARY 8a0 0 go0 I600 2400 , CONNECTICUT !fit. lo �!�5 SCALE IN FEET `� �� ��'�'�°�;�:A, " k' I eCF.j3 j; j t. 4,ff �. 7j � 4Y f Atty. Michael J Lance Atty. Michael J. anaa -+- Jul 28, 1988 ALLY. Michael Jj tanca -2- July 29, 1900 7t `3' July 28, 1988 t Y• fT Y cam• --, ' t !UL/II2 17a���OLLLl1 LLJU1�<IOY 13. This application 1s subject cW the conditions of approval i INO SULU..w.ulcer[ SOUTw w,wasas,cows.aaor. .a.coot Toils«rsi +. Drainage for this subdivision Is subject to the approval of of the Inland Wetlands AQsneylConasrvulon Coamisap gory truly yours, Lhe Torn Cngino■r. • t ` , !� 14. Prior to commencement of any alto work, a meeting moat be '(< <• , S. it, tar an reason, finished hold with Town staff. PLANNI"G AND ZONI L COMMISSION ( 1 Y grading and other site work U not cuwpl¢ted, the Town �tq laser shall determine Cho amount 15. At plans used !n-the [Said by the developer must beer the /t•-,J i July 28, 1968 at a cash bond to ensure final grading and site work. This scamp and authorised signature of the Town of South SJrmr !f'l cash lend must be submitted prior to issuance of a 'Wtndeor. Ra and Y. Ilallovsll. Jr. Corti(lcate of Occupancy. Chetrmen Arty. Michael J. Ltnca 6. All Into mlmli Iw nervlca4 by the Tew.t of South Windsor 16. No building permit* wi LJ be Issued until all modifications 1665 Ellington . 1,% All 10ty nnwnr eystssa end n.a the T9•t to the approval of ;save bevu i.-mplied with, and the final plane have boon cc, M. nantfck, nit.•Ctor of PNI.ILQ *•�:re ! ZONING REQUIREMENTS g Rho wet.•r !•ollvt.ot. Control o cubj a filed 1n the Town Clork•s Office. F. Shaw, Supt. of Pollution Control south Msndeor, CS 0607+ Y• J. Collins, e, As essorBuilding Official ZONE A" 3 O 17. Lot A is not approved, and wet !>r removed and combined E. Efa 11ev111a, Aaaoreor 7, tinter "hall 1.1 eupp U od to this oubdivision by Cunnucllcut with abutting Let 15. The revere* curve associated with W. Lanntnq, Fire Marshal Co. Appl. 013?7, Irene Guar/Cliffwood E■tatom subdlvialon Motet Ctual Ntoy. Lot 16 must be eLlminated. M. 9attach, Planning Director B. street fighting shall its installed on streets, et Registrar of Voters 1 9 10. All Town should b. signaled to. and chose In Lever of Inland Wetlands Agency/Conservation Commlaelon TOTAL T A L PARCEL R C E L AREA IS.0 234 ACRES Dear Sir, olicyeestabl, and on eel-TownaMa in accordance with the the 1b[m should be so designated Is. q., conservation PZC Ptle a policy established by the Torn Manager. Street ilghclnq in easements). Arehltect/Engineer We are pleased to ado l■o that the Planning and Zoning C.mmelaslan to be eoordlnaced with the Chief of Pollee. —Applicant _- f voted at its July 26, 1988 meeting to approve the above-referenced 19. Proposed storm drainage system showing all lengths, REQUIRED PROPOSED application for a 17-Lat Subdivision In accordance with drawings 11 9. street name and locations of fire hydrants are subject to elopaa, mid pipe elzss should be indicated on the mope. revised 12 of 12 prepared by Lombardi Associates detect August following the apprWindsor. St of the esrs Marshal of the Town of south MINIMUM L O T AREA 30 ,000 S.F. 30 ,000 S.F. revised through 6-20-00, Project No. 86-t+18, and with the following Wlndaor. Street oars and supporting posts shall be • 20. A profile of the proposed drainage system in the roar of modlficatlonst installed by the developer in conformance with the Lots 7, R. 9, and 10 should be provided. - standards of the Town of South Windsor, at no expense to MINIMUM L O T WIDTH 120 FT. 120 FT. I. All deeds for open space and roadvaye; and Easements for the Town. 21. Gradients should be indicated on the profile for Kavin conservation purposes, drainage or utilities, that may be Lena. required in connection with the approval of this 10. Quantity estimates must be submitted to the Town Engineer MINIMUM L O T DEPTH 150 FT. 150 F T . subdivixlnn, must be submitted to this Commission prior to for Lhe purpose of determining subdivision bonding, and all 22. Cross-soctlons for the two rights-of-way along Lawrence filing the mylars and issuance of building permits. Ali bonds shall be posted prior to filing the plans. Road must be Included on rho plane. - deeds must be in accordance with the Policy for accepting deeds and ease NUMBER OF LOTS PROPOSED 17 easements and must be approved by the Engineering It the developer choomas to subMIL a Utter of Crodlt for n 23. Snow Lancing raquirod along canssrva civn aesawent flats ll r Department and To" Attorney. The dnrds for the roadways one year tom. Sn lieu of a suroty bond, said Latter of through 16). and open space will be hold in escrow until completion of Credit mums. be renewed an a yearly basis until completion the subdivleton and then referred to the Town Council tar of the development. If a new Letter of Credit fine not been Black and white transparent mylara of Sheets 12 a 3 with the above AREA O F WETLANDS O N SITE 4 . 9 ACRES acceptance. received within 30 days before the expiration data, the modifications, together with three blueprint copses of the entire Commission may, at it* option, call the Letter of Credit at sit of plans, must he submitted to this Commission within 30 days to 2. Concrete sidewalks, built to Town apucificaclons, shall be Ls holding. bs stamped and signed. The letter■ of approval of this Commission, Installed on both sides of all new shoots. as veil as the Inland wetlands Agency/ConservacLon Commissions must 3. routing tlrn lee ern required for each house. Prior to the 11 A dralnage asaeeement fee In the amount of 5950 shall be be reproduced on the mylars. AREA OF WETLANDS DISTURBED 0.11 ACRES 9 ct © aulxslttad to this Corlssloa' CLIFFWOOD EiSTA7W building of any structure one lot, n topographic map, After the mylars have been signed by the Commission, they will be drawn to a stela of 1' +0', ahe11 be submitted for each SOUTH WINDSOR, CONNE�CTICUT' l2. A llissiony insurance Tolley shall bs submitted to this returned to you for [Fling in the Office of the Iowa Clerk within 4D ABUTTERS LIST WITHIN 500 FEET TOTAL VOLUME O F FILL I N WETLANDS 575 C. y. lot In tAe eubdlvlsion, shoving proposed contours, Commission nealnq the fern of South Windsor as an insured, days. After tiling chase pks no. n copy of the nealpc must be elevations and the location of the tooting drains. No with a combined single limit for bodily injury and/or ■sit..Lttad to the Planning Department. building permits will be Issued until the proposed Trope ray demagr Ln the Brunt o[ 61,000,000. contours, floor elevations end location of footing drama OWNER STREET ADDRESS MAILING ADDRESS r. have bean approved by the Town Engineer. Bruno & Eleanor Golemba 54 Wapping Wood Road Same Ellington, CT 06029 Eldredge G. Yost P.O. Box 797 Same Vernon, Cr 06066 Herold Hincka 94 Wapping Wood Road Same Ellington, CT 060291 Edward M. Vozek 279 Lawrence Road Some 0. Access to the alto shalt be across the anti tracking pad I South Windsor, CT 06074 at /fJ[!/IT f7>�I JOLGL7 U/[1ff1<IUx Ksm,Lane only. .` \, r..u•.m.w,r.•.1 My[.lewTM MiN¢SIIN.co_ vaur. 9. NOtlL(y the plane to Include sod It»ntetivn baelna that James M. Gerrity, Jr. 278 Lawrence Road Same .J.r.. d rn will be operational from when excavation Ls am.root ao.iN,. , co start South Windsor, CT 06074. I Alc1d Ha11Iet 269 Lawrence Road Same 10. conservation eerrmsnts on Lots I1t,12,13,1+,15 and 17, June 22, 1909 r;1�'�'^� discussed and shown in red ink on your plans, wilt South Wlndaor, CT 0GO74 protect the wetlands area, and represent a straight lino across the rear of these Iota. Cona¢rvation easements shall a. included In the deeds of future homeownera end N/F HAROLD HiNKS, ETAL. I r�� 1 Patricia A. Covello 268 Lawrence Road Same South Windsor, CT 06074 19ae bruugbt to Lh ig d each ion. Ten a rded wth ensure APPLICAN� & OWN R F I rend t. Guey that buyers.sign the Conservation Eneamvnt and that e 0 173 Rosemary Lena / copy of d . of ash ho as forwarded o the a. (a r� \ Robert N. Willis 259 Lawrence Road Some RECORD: South wcndmor, CT 0607+ within 5 tleys of each hauae closing. Mecastonrs (e ,L 't REs Application s, 0- minimum oL Lwo per house lot having a Conservation 11,G�O{, 1 (j PP 3 Ib t, T eubdivaaivn loco tvtl on trio uaaie[u P.asornt) will be sot prior to ins uanc■ of a Certificate d-� OR r South Wladaol', CT 06074 ! R E N E G U A Y ride ^f Lewcenra Post! of Occupancy in order to, clearly defino the area of sOu'rN W 1�p8 ! \ Joseph E. Courtly 256 Lawrence Road Same conservation construction w saeCre ground area. r \ South Wiadeor, Cr 06074 173 ROSEMARY LANE _ Dear Medamt 1 At the June 70, g I1. Homo canatruct2th with the ground water a potential d LINE r \ Donald M. Gates 1980 retie [mend nditions entrain, toothy too plena to Include an antl-cracking pad TOWN /�� 249 Lawrence Road Same T{..� Parcel/Conss located approved with conditions ant[ante to the house typical. ••,' $OUth W1OdaOr, CT 06074 OD tl m WINDSOR. C BN�N� Application 1530 for development of a t8 Iot sub-dlvisLon end \ y Parcel A loco lad on the eastern side of Lawrence Road an shown 12. Lot 16 shall be changed to Parcel A on your plans and la �• / on prepared by AR Lombardi, dated August, 1987 and revised not a building lot. t Ina G. Gambler 239 Lawrence Road $are No.278 y tt South Windsor, CT 06074 1. Three 131 blueprint copies of the approved map with all 13. The organization responsible for rincanane¢ of ,he I I/ �`F tfor rev tiana be submitted o the IilonCC within a days Permhave been erosion controls shell be tea Town niter Chu I , Y // Robert G. Rechendorf 244 Lawrence Road Same for vaviuv prior co pay construction activtiy an Chu have loan accepted. C7 site. South Windsor. CT 06074 2. of Lhe To nn activitiEngineer. Very ene12 be subject to the approve! I Armand Letendre 225 Lawrence Road Same Llla J. & Edward of too Town Enginuor. very truly yours, - � M. Gaudet .4•f Hatslaky Farr Roed $� n yn 16 South Viadeor, CT 06074 South Windsor, CT 06074 * , 3. The eppllca tson wheal indemnify and hold harmlcaa the /`(/r`^-']?�/ i Town a sea th windaor against any Fieblli[y which might John N. Moran, Jr. Chairman I ! , /J� Bradford E. Sylvester 220 Laurence Road Seine David C. & Kathleen G. Nordfmrk rooks from tar proposed spa ratoon or uao. inland wetlands Agency/ South Windsor, CT 06074 48 Natelttky Farr Road Same Consorvetaan Cammisalon I \ South Wlndaor, CT 06074 .• nr recommend „ t.und i.. the aawr L of S•',CCC t= be ( I No. 26L3 z submltrod Lo Planning and Zoning edam ntat to onsuro JlOUr./pmm +^ '- ' '� ' Alan H. Wltkin 215 IaYreaCC Road Serge compliance vsu. the Erosion and s¢atmontetivn Centro! uro / South•wrencer, ad 06074 f Susan F. & James E. gel[ ]06 Natalaky Farm Road Same Measures. rnclor.B. �•cj/.' South Windsor, CC 06074 5. The p20,1 :a valid for an¢ year and ade11 expire on ' \ -'0 0 C Raymond T. Blouln Sane � +• P cot A.B. Da vans, Deputy Torn f Planning rC T 208 Lawrence Road Churlea S Iva CS acre Juno 2D. 1989. r i O q r South Windsor, Cr 06074 T g 116 NatalakT Farm Road Same Marcia Benaoh, Director of PJnnnfng � N � South Windsor, Cr 66074 6. A11 a revels r John R. Collins, Chief Building Oflletaly �]> m po iviLy required meet be abtasnod end rubmitt¢d Michael Gantick, Director of Public works 11 15 q WilliamsF. Hererhnrdt 190 Lawrence Road S610e Prior t. any activity on the alto. Raymond Hallowell, chairman, PZC M No. 25 6 O = �,�! _ 5ylvaan Y. & Vicky A. Fauteuz 87 Natsiaky Farm Road _ South Windsor, CT 06074 Some 7. An attempt should be made to cocain ee many Lrrom as ,ti South Windsor, Cr 06074 possible. Enclosed for your use !s rtortel referring nd 1' George P. Loraace 139 Lawrence Read Sere to trod prvtectivn tram •Guidelines fume soil Erosion and �m .Y � r � Z South Windsor. Cr 06074 Donald R. R Sandra A. 5orherland 95 Natalaky Farm Rood Same Sediment Control* from the [Mate of ConnecticuL. L��— �' \ 2 t y 14 to tirt � Robert J. Ryan 140 Lawrence Road Same South Windsor, CT 06014 I` q N South Windsor, CC 06074 name sr�i I Y N o. 24 4 r Steven S. d Margery L. Jackson 107 Natsiaky Farm Road Same 1 / ` South Windsor, CT 00074 �,�� � '1 Norman F. Pierce 152 Lawrence Road Same e t, � � �,[J� "///i,,�/t�,}, I-� -� O _'t �z p South Windsor, CT 06074 T s 0/ w �(.V[ oft ` 13 N Forrest C. III & JoAnne S. S mmea ill NatalakT Farm Road Some #,N ��c L540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 , 0 '0 �� 7t Ludwick Szeluge 96 Lawrence Road Some South Windsor, CT 06074 o ,cor AREA CODE 203/644-2511 \ �. [1 South Windsor, CT 06074 Richard J. & Renata Kolana 121 Nateisky Farm Road No. 232 n Same August 19. 1988 O 1 / O South Windsor, CT 06074 1 r r 4 12 m 11 David W. Sadovnick 9 Cliffwood Drive Same South Wlndaor, CT 06074 Gary W, & Gisele J. Dustin 129 Natalaky Farm Road Same 4 t Wilber L. Anderson 23 Cliffwood Drive Same South Windsor, CT 06074 South Wfndavr, Cr 06074 + Stephen A. 6 Margaret H. Skenyon 137 Natafeky Form Road Same No. 220 Lombardi Associates O r South Windsor, CT 06074 1720 Ellington Road 1 — Elizabeth S. Reynolds 33 Cliffwood Drive Same' , t 6_6 Ellington Read g ® II 1 South Windsor, CT 06074 ` Dart Hill Realty 145 Hateieky Farm Road 1 South Windsor. CT. 06074 ` t 9� 111 South Windsor, Cr 06074 1 Roger C. Hildebrand 43 Cliffwood Drive Same South Wtndeor, CT 06074 Attention: Mr. Richard Lombardi SP I NERt S RUN 1 South Windsor, CT 06074 Dart Hill Realty 157 Nstainky Farm Road NO. 208 626 Ellington Road 1 South Windsor, CT 06074 South Windsor, CT 06074 Deal Hr. Lombardi: ` � ` t Alan R. Cudrian 55 Cliffwood Drive Same �� 1 South Windsor, Cr 06074 Dart [fill Realm y 626 Ellington Read \ ` T 161 Nateisk Farm Road South Windsor, Cr 06074 At a o e�...li meeting of the Water Pollution Control Authorit held on Diane M. Lub ask 36 Cliffwood Drive Some South Windsor, CT 06074 l2 B Y •.>•: t t T T August 16 1988 the Authority voted to approve Cliffwood - Project #66-1416 - l t South Vindsor, CT 06074 Dart HS11 Realm g Y PP LANE 7 169 Natsiaky Porn Rood 626 Ellington Road as shown an a map dated August, 1987, Sheets 1-12 - Lombardi Associates - \ "` I O 10 KE IN fir Wolter S. Usberffeld 5G Cliffwood Drive Same South Windsor, CT 06074 South Windsor, Cr06074 with the following conditions: O ® South Windsor CT 06074 Dart Hillea Realty T 173 Nataisky Farm Road 626 Ellington Road No. ISO t Kevin M. & Kathleen A. Comeau 47 Natslsk Farm Aoad Same South Windsor, Cr 06074 South Windsor, CT D6074 1. That the plans meet the technical approval of the Town Staff. \ s3wr _ -� +h \ 1 1 T �T t South Windsor, CT D6074 Dart Hill Realty 166 Natainky Farm Road 2. That this approval letter is affixed to the final set of mylars 1 , - 7J South Windsor Cr 06074 626 Ellington Road [John C. & Theresa F. Aches 55 Hateieky Farm Road Same South Wtndeor, CT 06074 I ~ J \ South Windsor, CT 06074 Dart [lilt Realty 152 Natninky Farm Road 626 Ellington Rood and filed with the Town of South Windsor. F -- ` lElizabethC & d South Windsor, Cr 06074 3. That the sewer is extended to the center of Lawrence and ends � 1 / 1 � f � Ronal A. Marker 63 Nataisky Farr Aaed Same _ South Windsor, Cl' Ob074 in a manhole. 1 I t p ' 3 South Windsor, CT 06074 Dart Hill Realty 626 Ellington Road + ` { No. 140 I No- 54 I No: 59 Z \ South Windsor, Cr 06074 Save p f 111 ` x Burt R. & Linda J. Sindler 75 NatalakT Farm Road Same 4. That the manhole is placed in the center of the paved right- y � It•L r Dart Hill Realt 1 � South Windsor, CT 06074 of-way. Cy --� ? I �/ \ y 8 Lfaa Drive Sam � ^+ 1 N ` �/ Steven J. & Karen M. Siracusa 72 Natsiaky Farm Road Same South Windsor, Cr 06074 Very truly yours, 4 Q } 1 G \ / /A South Windsor. Cr 06074 Margaret A. & Mark W. Clark 5 Lisa Drive 1I~ f _3z \ Daniel L. & Carmella H. Rose 60 Hatsisky Farm Road Same South Vindsor, CT 06074 S� tlL�z�� �` s210ilii/LJ. ✓• �J/J7 I 15 Z J p ` /�7 South Windsor. Cr 06074 1 / Ton P. & Sun A. Son Anthony P lzararfJr.. Chaff man '/ / �3 \ / g g B 52 Netaiaky Form Road Same TOWN OF SOUTH WINDSOR / South Windsor, Cr 06074 Water Pollution Control Authority , �- /\ 1 AFJ•pm CLIFFW DOD ,^ p ' Timothy J. & Betsey S. Det[leT 78 Naealgky Farm Road Some South Windsor,, Cr 06074 CC: John Collins, Building Inspector Marcia Banach. Director of Planning Raymond Hallowell Jr., Chairman, Planning S Zoning l A. Bowen Davies, Deputy Town Engineer aJ Z 3 3 3 1 \ } N0.96 sC.EG END , ,�r M S off y C0NNe. TORM -5WE,e jff R0 L 7 �— �AAII TAR r 5E WE,Q a F1O. 5447 111 O 11 r c~�iSSfONAL E�G� KEY MAP. L011BARBI ASSOCIATES, INC. C-L I F F W 0 0 D ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LA LAWRENQE ROAD_ VERNON SOUTH WINDSOR, CONNECTIGUT COMM. NO: DATE: SCALE: m 86-1418 AUGUST, 1987 la[=20 r JOSEPH MERRITT&CO. ELL INGT ON r r KS. ET AL I• p8' 56• E �-- W tNDSOR APPLICANT & OWNER OF RECORD: N $ SOUTH NAROLD HIN f.� IRENE GUAY +p3 85 173 ROSEMARY LANE SOWN r r SOUTH WINDSOR CONN LINE F -1 Z N O d . wbD 0 0 w con AREA=36,120 S©. FT. 00 i • oo N/F N/F © �jo 00• JAMES M. GERRITY JR. ETAL DART HILL REALTY INC. <L N 89' 25' 55" E ---+� 4;gj S 89' 21' 4" E —� 417 #27 Z �5TOP SIGN 197.00' 149-91' -- 267. 0-17 O I 2 8 42 °O + + 5 0.0 0'+ 39 ' °0 " 25 MPH SPEED LIMIT CURVE 3 STREET NO OUTLET 97 O(°TEMP.1 SIGN OSIGN LEGEND S 89' 25' 55" WID Q` o ?i. \ 6 U Gd � 90. �, 26 `� ■ CONCRETE MONUMENTS TO BE SET W ,` / 10 •o 1 ) -- WETLANDS BOUNDARY 572 O O. ��is `�= 16 `l 0 Q covs�,-'e rrio.w EXISTING STONEWALL r_= 37.54' N/F c`�� k� AREA=59,48 4 SQ. FT. k 1.. PATRICIA A. COVELLO, ETAL / �� '#25 NOTES : rs IRON PINS TO BE SET AT ALL -LOT CORIMRS. 2. MINIMUM REAR YARD -• 50 . I ^^^JJJco14 33 W 3. MINIMUM SIDE YARD 151 . 3g27t' 4. MONUMENTS TO BE SET AS SHOWN. '-; S. ALL LOTS ARE LOCATED IN A-•30 ZONE. <: 6 . ALL LOTS MEET THE 120 .00' MINIMUM z •: FRONTAGE REQUIREMENT AT THE BUILDING ff" #24 d LINE. 7�' J ` I 7. /RON O/N3 YQ BE SET f,IT�ACf+' ANGLE GD/.Vr' O< rNE CovSE a v,41r�o�v E43�MEnr r �.iNE. o , A rn `°' o m 020. a AREA=31,526 SO. FT. ` f#23 0 ti rt O NOTE: HORIZONTAL CONTROL BASED ON M.D.C. DATA. y< 3 u i , #2 x REFERENCE MADE TO MAP ENTITLED: 40 x �~ "PROPERTY OF IRENE E. GUAY LAWRENCE ROAD, N/F JOSEPH E_ COUREY, ETAL SOUTH WINDSOR, CONNECTICUT... DATE: DEC. 1986 g2" W N -;:� ' �r S 77' O a5, rN SCALE: I"=100'.- A.R. LOMBARDI ASSOCIATES, INC-" I s7 o N A-0 w _. w I0 toN (D o cr °° °'- 4 I hereby certify that this � were prepared in accordance with the standards of;.:a ,_ •� s . , '?wey as defined AREA=83,851 SQ. FT. in the Code of Practice for Stand a d' Hof Acd of Surveys 2 Q N and Maps, adopted December 10, 19 ��asrnnd' y the Connec- LIN Association of Land Sury o `•k Irk ^/ U' " W N JAMES C. Q1vlM 94'RV� a� AREA=31,765 SQ. FT. 8' I4' 33 -s �,. A����� L.S. 9678 S 7 .3 63' i5. S:!- ITYp} 30' - t N/F y C'6 ;- 63 03' ROBERT G- RECKENDORF, ETAL Q O f5 i AREA=41,034 SO. FT_ E ul *10 Z 0 o DESIGNED REV DATE DESCRIPTION cr BY m 3 ko 6? G� L�N� DATE 6 tea,8� raw�v c On�,til�n. / zo 88 ' Ma� SH��T 3 DRAWN 2 �y '�-88 rnwn/ CGs vfM�//fS — � — S 78 ti I4' 33' BY EEY m ti AREA-32,885 SO. FT. N+ DATE 8/21/87 4 BG 8/16/ee MINOR REV 3 J 331 43' -; *9 iSION2 PER J. SOMMERS m } CHECKED w � � ��NE .-� BY JCS DATE 8/21/87 0 � � z�„ PLOT PLAN A bo N/F ow• 1-5 DS 6 R= a00.0 0' MATTHEW J. WALSTON L 1o.3J C { I FFW00D ESTAT E S' SUBDIVISION °F LAWR N E ROAD 1 SOUTH WINDSOR9 CONNECTICUT - w LTt Loull ID1 ASSOCIATES, INC. t? CONSULTING CIVIL AND SANITARY ENGINEERS LP N/F 1. *7 VERNON BRADFORD E_ SYLVESTER, ETAL '' COMM. NO: DATE:JOSEPH MERRM 6 CO. SCALE: n - 86-1418 AUGUST, 1887 1"=4 •`l 3 APPLICANT & OWNER. OF RECORD: IRENE GUAY N/F 173 ROSEMARY LANE ROBERT G_ RECKENDORF, ETAL S UTH WINDSOR CONK � *io ( 4 I S 21' 51' 26" E SEA SH��T 2 L1 40.80' =01' 10' 27" -- N 76- 14- 33 _;tl --33 -43 *9 Co,vsE-f v47"I O Id. /E/A O N o o 'C G ' o N/FQ 04 0 Lo, MATTHEW J. WALSTON 5 G6. A 2� �-' 0% 0 o AREA 39,009 SQ. FT. *g / 4 o ti c0 0 , `! tti4 n 0 0 -a o AREA=31,652 SQ.FT. vl o o u 78- 14` s" t Eli 'o p 321 t CD it 5 S 87' 08' 56" W 133.29'Go D f . W o cn 6'.20 35 CD *7 O r S 7 cn -Vo o . 160 03 o m 12 LEGEND ED � Q N/F o o CONCRETE MONUMENTS TO BE SET BRADFORD E_ SYLVESTER, ETAL 1 w -,� l - OD AREA = 44,045 SQ. WETLANDS BOUNDARY q 30- cor ro c.or r it EXISTING STONEWALL o.Esri./,q G E E�sEME/V r N 0 t _ r cD u = o l� N W N t'% o iv N 86' 03' 37" E *s fn ao -4 /90' 332.27� f W --25 MPH 5PEED IMIT SIGN �,! _ - AREA=32.766 SO- FT. r ` } AREA=30,020 SQ. FT. R = 0 0 ' 03" ' z c� R=800.00' y D L=21.42' ` z -,� N m Z �, ' O LP N P 50' 1�_L. W o y 0 Q O N/F AREA = 48,335 SQ. FT. O q 'Co RAYMOND T_ BLOUIN, ETAL '" *5 � r Q=90' 00' 001, � p=90. 00' 00" - R=25.,00' �• R=246.00' L=142-40' R=25.00� s STOP STREET L=39.27' `}, r 1 06 L=39.27 SIGN SIGN 1;. L1 = 10 '27 _ - 'L - 37.20 I 0 33 Q-!6• f 0 Oq'" R=4t5.0 +N 158.33' --- G.T., " N 'FAVOIR OF HE EASEMENT 1 SEE DETAIL 0 L=117.10` �— S 87' 35' 44" w °- 8Q° 36, S3.. TOWN OF SOUTH WINDSOR z *4 ° 40��W o S 87 35 _ 7 $ 4�` „ E o � + ,• R, B I.85' o 0. 55� 5� 5b 3A A o + + S NNE S RUN �00 p N 87°35 40 E _ O R' 20�-0{A' 7 2oe- ��o �,M�� ni R=196.00` L=1I3. CURVE SIGN r s 53.13 �~ ?J 1 31- pN gp 0�EMp 10 06 46' �-' 25 0��4�c p=33 �y14• (ARROWI ja N 87' 35' 4O" E . Ro 12' 3 175.00' 33.33' L1=80 38. ry *3 <�. 2 /,=01 57` 28" 2 ' R=465.00' L=f15.3 00' S3•• °^� s�ON S 70` 35' 34" W R= 01' 57' s�Op ,5 9.93' L=I5.89' IN JFAVOR TO THE TOWN OF SANITARY SEWER MENT �S0 00, ZO� 3A*' W i SOUTH WINDSOR i25 MPH SPEED LIMIT SIGN A- 35� S TO. z TEMPORARY ) VE SIGN (ARROW) 50' B.L. o s�ON ..� o 9 r7 4 2 Xo O- C]+ R� > ra "! o �r 3 Q 00 S'2 `L OD N — COrt 40. 2„ N W cfl Q gti ;: O c' u► S NN � N / l O p � N 10 � m N o o N •: - cD _ N/F O N = 30 357 5Q. FT. m AREA = 30,879 SO. FT_ - AREA = 35,978 SQ- FT- m WlLLIAM F. MEYERHARDT, ETAL AREA m / l STOP SIGN AREA = 31,196 SQ. FT. j N (SAME SIGNING AT N :; ` NATSISKY INTERSECTION) cfl r CD N STREET 1— � k � O a SIGN ,1 Ui u co i 1_ � l ' 1 135.33' 183.55 _ 50.79 140.92' 50.00`-- MUTES: + - S BS' 22' 46" W 234.34' 136.67' - .a - S 87' 13, 40" W 15' LOT To LOT 1. IRON PINS TO HE SET AT ALL LOT CORx*RII4.- -�- S 87- 35' 40" W 327.59' DRAINAGE EASEMENT 2, MINIMUM REAR YARD .� 50 ; i 3. MINIMUM SIDE YARD 151 . ; 4. MONUMENTS TO HE SET AS SHOW. NOTE: HORIZONTAL CONTROL BASED ON M.D.C. DATA. 5 . ALL LOTS ARE LOCATED IN A-30 ZONE. ' C L I FF W 0 0 D N/F I N/F 6. ALL LOTS .MEET THE 120 .001 MINYMdrt FRONTAGE REQUIREMENT AT THE BUILDING . N/F DRIVE ALAN R. GUDRIAN, ETAL I LUDWICK SZELUGA, ETAL LINE. .REFERENCE MADE TO MAP ENTITLED: 7 . IRON PiNs TO 9!r SET str EACH ANGLE POINT ROBERT J_ RYAN N/F of rHE t0f4ZERVATiON �,5aMENT LIInr�. "PROPERTY OF IRENE E. GUAY LAWRENCE ROAD, I WALTER S. UMBERFIELD SOUTH WINDSOR, CONNECTICUT... DATE: DEC., 1986 I SCALE: I"=100'... A.R. LOM13ARDI ASSOCIATES, INC-" -. DESIGNED REV DATE DESCRIPTION a`OF CO"Ile ' BY I hereby certify that this map and s •' ��G,r r�� pared in DATE 3'�p88 r�W^1 CO3tjW�vr;, -ao-BB O r accordance with the standards of a Class Y sux, a +s defined y R L• AGO6b laEOM�TTty TO" ZO' PLOT P L A N AR ASSOCiAT E S, INC.in the Code of Practice for Standards of tourq- ; of uyveys DRAWN 2 �� " o.�eaiiv4drE tests-014a _ t� r' and Maps, adopted December 10, 5, as nc� th onnec- EEY 3 �Y sr�eq��Nr�.v .��,y `.�^'� �s p�� '# G FF W 00 D _ ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS F 1 - BY z, Co.�r.y, «nER. 7-ze-aa ! ticut Association of Land Su e1 rs, i�lt; 04- 9676 DATE �^ 4 BG g/lB/88 MINOR REVISIONS PER J. SOMMERS f '�' ''� - CHECKED LAW R NCE ROAD VERNON CONNECTICUT ' L,S. 967s BY SOUTH WINDSOR CONNECTICUT t EC ICUT COMM. NO: DATE: DATE JosEPHMeRRiTraco. SCALE: SHT. NO: ... .,_ 86-1418 AUGUST, 1987 1"=40' 3 OF Z �:; lL� � I LEGEND: N/�• �T , ��� „ _' ~— PROPERTY LINE WETLANDS BOUNDARY y-a�.✓�✓ r EDGE OF PAVEMENT EXISTING CONTOURS 32Q PROPOSED CONTOURS �} SANITARY SEWER & MANHOLE STORM SEWER & CATCH BASIN SP ? LEVEL , ■■ �. SILT FENCE OR STAKED HAYBALES R� oMiLlEivDEG� ' 111 LIMITS OF WOODED AREA 17 ' W SOILS .AS PER HARTFORD COUNTY SOIL SURVEY ! WSA S SEWER LATERAL J , BYRE H ORAN T CB STA 0+ /5 ' T.F. 352.36 oC1R,s/SIG ' fi •c� /i�.G .EE..Q.c ry NOTE : T E S/DEWALIK RAMPS WO 34.&16110-------~ 1 � � 1 ' /, NOTE ' ELEVATIONS BASED ON U.S. 0 t G.S . DATUM. CONSTRUCTION ENT ANGE PAD ; CB S tl 2+'90 '' S t ! r (SEE DETAIL) T.F. J4l_99 i ,,' ��`$ '1 � z .��.�-or�•.v� .oeq.,.� .s��- = i c� �G .ovC� f / -- ,' , •, ti ` • Z •� ' r r ,�`l� 3'f nj'Y �. -.acc�55 rO r•.-E �ir-E Dueiv�, Co�✓1 r�'uGT'�oN _— d E v/,q .+�/M CANE O.v�y, c s G L ' 4. C ovs r e ucTion/ E.v r O,p/✓EvVAY ' , • 6 ` `` , i.. , tf ! APPROx/M14,'T� +' ' ISEE ryO/Cf7G Lor �,4YourO BE /NST,4GGEp o.\r T/q�,�/p C'rJ/�8S ' , 0-17 =,d' ';;:• ! , ti `1 •` I i/ SLO / 2 CatlSr�c� ri TO /►?�E c• `� i PE L MI y S. s BO�/3/0 - L ,. , ro e unr oN BorN T .�' 4 b ' , , N .QdA03 aloft/ ` 1 , 73 , �, �A/S,r�,la rP.es.vC, r C EMEi✓Y iNE+ :+ 9: ::a: .. :..,•,-! •. , .;:.. p ..: .-.t.,. r er Or `�O. �CCO•r1ME-/t/D�O -4i WRe-lvice RD, - i C 11 ✓ .•���i NO`rE: SHOULD "SPINNER'S RUN" FROM SOUTH DIRECTION NOT BE COMPLETED AT TIME OF CONSTRUCTION PAVEMENT AND SIDEWALK TO END AT STATION • ' 3�° A> CB STA 4+DS II+25. FILL TO BE SLOPED TO EXISTING GRADE AT PROPERTY LINE. SEE sr o-/7 "`� r ' �MH sr.•v 21 \ 1 \ T.F. 336.4b Z r-F 3s3.,3 7 ` ! „�F G�S , ti ', �'t/ 3 ,6b , S11EET 7 FOR DETAIL. B STA 0+ 15 , J' , SOILS IPTIO DESCR NS V. 34a o WEs• WAPPING SILT LOAM 0-3% SLOPES ' T.F_ 352.36 WeB: WAPPI ' nr � , � F �j _ \ I 3 CB S A 2 9D ; o; ` NG SILT LOAM, 3-8x STAPES T.F. 341.99 7 ' s ' f ' WSA: WILBRAHAM STONY SILT LOAN, 0-3% SLOPES 35�' - --, �� •Z� r °•e� r x ; 1 ♦ — — t y NaB: NARRAGANSETT SILT LOAM. 3-8% SLOPES SMH S TA 3+ '. - -F. 333.zo NV 3 5'O •� •� � lad 1 . .r ww 1 !.- ' �� • ' WeA- 3 , 1• r ' � _�GrsE-. ih/ E, Cac,J.CG"y 4�T.4G � •,' ; 1 ' ` ', ��o � � ' �0 ❑PE Iv No. 54470 !, ' 40 � r i S ,i. - , '` ,\ r '' : piCi�'//\� , • '! }` pp.�Aq R-cISK�R�+G���" I- 3,5 qo 1 ,fe 1 APPLICANT & OWNER OF RECORD: � RENE G ' ; < oNA�' UAY ROSEMA ,' r 1 w r `, � ,� ��� _- _N��iO `� � � •. ', !7� RY LANE IL i/�� + ,�1 `, , ----- SOU TH WINDS OR, CONK. a ' •S •,u,A yy eB 14 RO.t�7"' �: iCEGi�Ei\��.C�' ETi+�i� y/ ,1;• I _ �p ' � / t fro DESIGNED REV DATE DESCRIPTION-� , a BY � 6. 3�s , :�. Q DATE "' g raw✓i,/ cz.vtiws�^Ny".� /.�kO•d� ■ WSA DRAWN Ey a 6iagg ror✓n/ co-ti���/rs BY /S�Tii•✓ --�UGY 2rs —— � ' , � • ' `► _ ' ` `'_ '' � DATE 0 ' 1 -:_ ♦ 1 '� 9 ` CHECKED Zor ro or l V BY '/ ' t DATE c=Q •`�C URC3ING 7;;1W --7.; CONSOVATION, I TOPOGRAPHIC - 0 RA - T wGDTHA:FMEN CLI FFW00D ESTATES SUBDIVISION --000 , ,1 TYR/CAL CROS4-SE /O • LAWR D¢ COA/tI TE S10EMMALK WeB i ENC i FOR ExrAGT LOGAT/c ,N SOUTH WlND30R CONKECTICUT SEE SMEET 5 l stiEET +s , , • l i + 1 • , 1 f 1 , _ �- l 1 •� J \ r�^ .` ASSOCIATES, INC. CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS U " • '/ VERNON CONNECTICUTve 'a COMM. NO: DATE: SCALE: SHT. NO: OF /2 JOSEPH MERRUT&CO. LEGEND: PROPERTY LINE == - ---sr�---• ---- WETLANDS BOUNDARY N EDGE OF PAVEMENT �•. - c ce SEE SHEET 4 � M.,aS co v.5eeV..4r/o.v , EgS�MENY Gi. SE EXISTING CONTOURS �o,BC:C3 � �Ec.�CE.IG�,Gr-IC ' �" ,.3?.�,8/ �et�-.. Csi✓vw F.E.•✓C✓ /d`,� ticE� -- - - - - - - - - - - -- 0 PROPOSED CONTOURS /• �- --L1PQrpOX/MATE 340PE G/M/ .4.G o-..'e;. 6A�E J2- 1 SANITARY SEWER & MANHOLE r + STORM SEWER & CATCH BASIN I I ' I ' ` � • SILT FENCE' 1 `•` _ _ �� `�s'""'I �"���"� OR STAKED HAYBALES LIMITS OF WOODED AREA f r9 S WE8 SOILS AS PER HARTFORD COUNTY SOIL UR • ; ! � ` b, ' ' ` , �.`, ; w . � • ww•Ir SURVEY �VTfVC i • ' , 1 a, ` -� ! / �� i s SA/v/TARY LATERAL r . r o j !! \• t ,� -�?-F:h/. -IRE HYDRANT `113 r , m ' /+-,t,►��7'TNGc`�.✓ �i lY. >✓L�7'GI / r -� r � J �:��,''-f J� �aT •\ 1 r • , r t t ,�i \ r' r , � •� Q `', Sr- • ! 'L � �' ` � tt '• r / I ---- ..._. _... 7EM/ • .O/✓�i� S/O/�/ !�/•CE i SMH STA 9+T35 T_F_ 324.67 ' '-. ; < �', NOTE: `! pT 4G EA-{ ' t`, 3i � t ` i , g0` � 7' ``t` ' /. ELEVATIONS BASEDON fJ.S . C. i1 G. S . DATUM. I 5 ,CB STA Io+06 rr r - c-- 1 'Y TF' / 1 `, . 323.61 `% i / ';rv✓.3/�•SD + , i 3. .4CCE.5S 70 r/+E S/rE Oc%�/N<, GONSr�C/Gr/O-t/ _ , ! , , + 0- I I r 1• :: I � Sk.4G L �E ✓ .4 �iM G A�/� ONLY. rr ! ' ' I •t,r + , ' •% 4. E-NreA/VGe 7-o &, 1N67-�4e e EQ ' ` , �g ' / S+r cAG r. phi✓�w�+y o e%P �Cy Vo.v1E Con/S fievG T-ON CB STA I6400 , ! •�, , ` ,! T_F_ 323.61 ,� ' , r ! ' �Si✓t 3l9 7� '' , ,; ' S. UNG>FQO.�Ain/5 TO .eun./ 4n/ 5�rN .3 iO ES GF AL L • ' 't ,' ! _♦ I , 1! I 7 D N ' _ `�47 l�, •` SU��/✓/ i ON •eQAd 5 doff fr/G L G L/VC+rf�. j orE% �aLee //✓ �' ceL ;l F.F- : 1 APPLICANT & OWNER OF RECORD: l r R. +' •� � ov �; N I R E N E QUAY 173 ROSEMARY LANE SOUTH WINDSOR_CONN.It It - ! P i m �, % r G •t R 1 m a ! /�Op W e LJ l Z R /NV 328.9 + i i 6PI- T LE 6L r Ara& � t _ WeB ` F F e I W e A 33g.0 329.0 F F p I t' A PPR A Ox/MTE I I 6� 1 i � i � + ; I , , I \� SL C/�F L/M!T m t rn F.F. APPFROXIMATE 1320.0 .; S LOPE L/M/T ' ' - , a ; GAR•' , ' \ I 39'.4 Ba+� I Itc�. T.+4i '\ ! } • ° !rf 3/6.O a 50' B.L'7T 1 ^//� ; „iT..�I✓. .�"2�..i t �-M•!' A �O�+ t l r � � l•= N .. rl I � t� � � � ' t: �� ; 7LrM/�'i'9�'y .!�/t/E.C+"�/O/✓ O/ CE�7i/F�,, -- _ .�i'DY o.✓.t� T. .BGGv�/.I ES-ftG. � �9c'3 2./ �y. E�t CQ � '1.r.Z, .p °- � '�B'�Z�/�,_ .31G./.�" li � + , , + , 20' ORA/NAOE EAS _ ! � ?fit/ .24 G10 TJC' _3 2/. 7d ` Jc"� �/✓ '3/S•. Q t ' !N FAVOR OF TOWN OF NT I N N E R S , /slN (70s' A /2}l0 r � ! ,eG� f �$2 t 1 t. / .TiviV ..�//► �' �. ,' `• `F,�- �; ! sown .�Y/NDSOR t 4'CONc/RETE s/,DE�VAL./C 1 J ' ` � s 21� � I�■I� ICI��s�I� �` �• �! /.S'��Tiv.3 .�S 7,'Y I CAL C/@7SS-SECT/ �' : :; :'a:I�;;',;'; : 1, ' INN t r , , - r aO.e *i.3 FC,R EXACT LOCAT/ON- 1 ce STAB t85 f� sH-Er // of //1 f! t• ' r ° �. j °' a ,. �. 1» '� �� ' , T.F. 308.7/ , s/i✓ 3-RAFAoN�W.4GLt I , r �. ' tI '4 w..;,r R �f,✓ , vl/ , ' F t..,• � /8'jtyp '.: . . � � ' :;r--' 3 1 . ,' ^) � •l r !! ` '�' ; } . •,� , per/ �.. �wG6 Fi�.G 5 / + 6', ), ~CBS•-/� �_�i1J � t•v�. 1 J .y. - .a'• RED -f;' /r 2 t ' �ti r � '4 M ^� • ll i . 7 , TJ+�.�E>�. JIf /''/ ;S'` ' �1./' M / • e .s. -i - :.,.. P r 'j2 t ! ' '' 'y� I 9 I• , �O� r _ ,� M� ! , ,' • ' , t , � s r '� ' 'A. � - ...'rMrS/.,.�Ti5� 9ar�� � i , ! • r � �? , t I '"t { , � T� .mod 7� � ` / • ��0 ' r' , • I , j cG_STfi t c 2+8 PA/EMENT T.F. 30 .71 r WIDTH 2610-y'?)' 1' >f- 2.v✓ 3i 7. I�'� Y 3/O,Oo/V s` �' �'�/s�.3 .� ' ��__ - -- , �•' ,+` , '� ; � ': ,• , .tt..! .3/4,./O Li✓ 5 ' '• �, • � '� � ,v � It CUR (� 50' B `p• w B/N a ✓.3GlosOil7 B. 9. 1 • . At 1p I! 7 r / I 6 (� 2 9pa 7( 0 '' -3o y s.✓v G !�/It..Gii�M is /+-�.F.�E.�a•./.1v1�,��' E7�� � � � .` � ` \ ,l � ' � ;l � ,`, •` , -SANIT.4R F'a►SEMENT�'/N FAVOR 1 % SEE OETiq/G. �O� En/O/A/ SMH SrA /4+(op I'� OF E TOJ OF ' � � r `' �P/svNE.2 S iPvV �34/EET 7j ' i ■ •INV TF Z07/z,!` IN/N' aR i r r-�,• SHOU�p gO�/�CEivT 5U�Q/r/i.,/off -, PLUS; eorH /NVIERrs \ -� A/or B� C014•C4E71�5,C) .47- T/ME _ o co-vsT•�vcr/o�v /NV 3 3/.UO ` + ', ,' �7:4 .��-9/ - !�Tose'��,gyE.elriSLrE.+.IE�T • + r �ia..�'' � C .���%ZS /Z"`,i?C� ' ' YA.�� �tC•�/N LOT T�fr07~ • $'�•�w/8/ 5�t/.O� + �N✓lC.��O.O ` ` v � • •� wi � � `�`( r�' �0�./� �g4�iri.--E` ov CN Es- G. 1R i I �uGv / .0 cft�GiiC'is+ ./ Ea•-�tG. �p p ra vapF�G�STE4r;G�F4e• •es S1ONAL 0 NOTE: SHOULD ^SPINNER'S RUN" FROM SOUTH DIRECTION NOT BE COMPLETED AT TINE OF CONSTRUCTION, PAVEMENT AND SIDEWALK TO END-AT STATION ! f 11+25. FILL TO BE SLOPED TO EXISTING GRADE AT PROPERTY LINE. SEE DESIGNED REV DATE DESCRIPTION - SHEET 7 FOR DETAIL. BY- DATE -•- � � �'•--� �-'-•�-� /-�•� G0 N S R VATI O N TOP G �R P H IC AlPLAN � L O M 8 g R D I SOILS DESCRIPTIONS E1Ee Z zo8a. rory v co,��'-,�.v., - - - -_- - -- - - - - �11 L I_�L . ASSOCIATES, I N C DRAWN WEa: WAPPING SILT LOAM, 0-3% SLOPESA. _ Well• WAPPING SILT LOAD, 3-8% .SLOPES BY '�'/�w `�' �' - C L I FF W 00 D ESTATES SUBDIVISION CONSULTING CIVIL. AND SANITARY ENGINEERS LAND SURVEYORS WeA WILBRAHAM STONY S11T LOAM, 0-3% SLOPES DATE NaB: NARRAGANSETT SILT LOAM, 3-8% SLOPES VERNON . CHECKED LAWRENCE R �QcONNECTICUT III IIIIP BY DATE OF SOUTH WINDSOR, CONNECTICUT COMM. NO: DATE: SCALE: SHT• NO: JOSEPH MERRITT&CO. fr ! } L APPLICANT & OWNER OF RECORD- 1(�ENE GUAY IT3 ROSEMARY LANE 4' CONCRETE SIDEWALK 5MTH IMNDSQR, CQNN, SEE TYPICAL CROSS-SECTION _ {SHEET 11) FOR EXACT LOCATION i Jam' SMH STA 0+15 U ILGgND: TF 304.80 . ✓ INV 299.67 - PROPERTY LINE TYPE "C" CB SEE S WETLANDS BOUNDARY TF 308.71 SHEET 5 INV 304.97 EDGE OF PAVEMENT TYPE "C" CB 52 LF TF304.18 15" " --- co -- - - - - -- - - - - - - EXISTING CONTOURS INV 300.84 Sr d X PROPOSED CONTOURS TYPE "C" CB n S SANITARY SEWER& MANHOLE 25 LF SEE TF 304.87 INV 300.97 -�, STORM SEWER & CATCH BASIN 15" RCP SHEET 7 ' Sz0.5% _" t TYPE "C" CB WOB �. I �� ���� • TF 308.71 �������� SILT FENCE OR STAKED HAYBALES , t ; ,,,^= 15" INV 304.75 TYPE "C" CB INV 304.00 LIMITS OF WOODED AREA TF 304.18 " INV 300.71 - -'�~�I N/F 1RENE GUAY ° SOILS AS PER HARTFORD COUNTY SOIL SURVEY e' p 20' DRAINAGE EASEMENT W SA IN FAVOR OF THE TOWN QF SOUTH WINDSOR o+t/ w•ArBK MAIN r - i s SOUS DESCRIPTIONS cy � WEa: WAPPING SILT LOAM, 0-3% SLOPES 90 LF �, �fb�ALK - - r WeB: WAPPING SILT LOAM, 3-8% SLOPES WsA: WILBRAHAM STONY SILT LOAM 0--3% SLOPES 15" RCP j. .. • =_ RAMPS `` -- ` NaB: NARRAGANSETT SILT LOAM 3--8% SLOPES S=0.5X ,: � - - WING TYPE ENDWALL �� � a INV 301.0 r ■ `^R-t Gu�OE RAIL 1---- - --3O� - Y ^ NOTE: ■ p 1 l-'I i"'r STA 0F40 TO 2+00 - - - -302. -- - -- ----�- - - r - - - ' �, \ ELEVATIONS BASED ON U. S.C. i G. S . DATUM. f f _-OFFSE-T-W FROM-eURB1N� ( 1BOT14 SIDES) •K �` 1 1 NOTE: I.I. SHOULD "SPINNER'S RUN" FROM SOUTH DIRECTION NOT BE COMPLETED AT /ter.-- - ----- - ' N/F L UD W I CK S ZE L U G A, ET A L i f 1 1 1 TIME OF CONSTRUCTION PAVEMENT AND SIDEWALK TO END AT STATION L\ r r 6" MODIFIED RIPRAP N/F DART H114L FEALTY, INC- 11+25. FILL TO BE SLOPED TO EXISTING GRADE AT PROPERTY LINE. SEE SHEET 7 FOR DETAIL. ■ r EXISTING RIPRAP SPILLWAY I 1 ^~~� ■ I J I REMOVE SPILLWAY ��• GRASS STRU TO �� I 1 + Z, AGG�55 ro r,rE SITE pc1QIN6 GontsrRucrroN 51-IAL� I3E r 1 RAISE CREST OF DAM TO 305.0 SU05XT STRUCTURE , VIA I<lM L4NE ONLY. N �- 15" RC CULVERT END f "� ! + °O I EXISTING 18" R.0 C E. ITO BE REMOVED) �1 - INV 300.25 � 0 8 I INV a30�� STILLING BASIN f EXISTI G 18'R.CP. EXISTING DETENTION BASIN ISEE DETAIL) ITO BE REMOVED) I " MAP REFERENCE: EXISTING 24 RCCE INV.=302.12 "OPEN SPACE SUBDIVISION A-30 ZONE, TOPOGRAPHIC PLAN, 1 EXISTING MODIFIFj6 RIPRAP APRON SECTION 4, MOUNTAINVIEW ESTATES, SOUTH WINDSOR, CONN." STANDARD WING TYPE ENDWALL _ J EXISTING 18" R_C.CE. ITO BE REMOVED) 36" INV 300.25 � I � 1 1 INv.=300.5 / � � I SCALE: I -40 , DATE 4-9-86, REINO E. HYPPA & ASSOCIATES, / fit / EXISTING STORM MANHOLE GLASTONBURY, CONN. 1' l f l TF=307.5± ��� I I I It / �;;-• /! INV.=302.46 St J f 75 LF 36" RCP him f ° ' t ` 1 - - - -- 302- 1 !, _ DLTENI'ION BASIN OONSTRUCTION NOTES - -~ "-- -- -- - 1 -305 1. EXISTING 18" R.C.P. OUTLET PIPE TO BE REPLACED WITH 96" R.C.P. AS ++.. jj - SHOWN ON PLANS. EMERGENCY SPILLWAY CREST ELEVATION TO HE RAISED TO W t 'h �• - - �` - - ^r , 36" R.C.P. ELEVATION 305.50. DISTURBED AREAS OF EMBANKMEIff, SIDE SLOPES AND 1 DIPERMFABLE PVC [.AVER TO 8E RECONSTRUCTED TO MATCH EXISTING Z I 1 J f� / CONDITIONS. Q �/ '�_f // NIDWALL E ' t 4 2. FILL PLACED AROUND OUTLET PIPE SHALL BE COMPACTED IN 8" LAYERS AND THE 1 I I i/ '• ,/ 1 A I DENSITY FOR ALL FILL AFTER COMPACTION SHALL NOT BE LESS THAN 952 OF OUTLET STRUCTURE A THE DRY DENSITY FOR THAT SOIL WHEN TESTED IN AOCORDANCE WITH AASHTO INV 300.25 T-190 METHOD D. ISEE DETAIL) ;• 'r ( ! '� i 3. FOUNDATION FOR ROADWAY FILL SHALL BE CLEARED OF ALL TOPSOIL, ROCKS, 30•¢ I �� �•, I �, / I / �I H ST11MPS, M. TO A FIRM SURFACE. IN NO CASE SHALL THIS EXCAVATION BE � � 1 LP55 THAN 12 INCHES. SUBCRADE SHALL BE SCARIFIED AND MOISTENED TO A ~ �I s i'' /� / DEPTH OF 3 INCHES PRIOR TO PLACEMENT OF FILL. SMH STA 2+10 TF 306-10 FILL MATERIAL SHALL BE PLACED IN EIGHT (8) INCH LIFTS PRIOR PO INV 298.70 2 OOMPAG7ION. EACH LIFT SHALL BE COMPACTED BY VIBRATORY, PNEUMATIC TIRE OR TREAD TYPE EQUIPMENT UNTIL THE DRY DENSITY OVER THE ENTIRE AREA IS �- NOT LESS THAN 95 PERCENT OF THE DRY DENSITY ACHIEVED BY AASHM T180 I - METHOD D. IF NECESSARY TO OBTAIN THE REQUIRED OOMtPACTION, WATER MAY � HE ADDED TO MOISTEN BUT NOT SATURATE THE FILL. z I P�7✓EMENT rY/ ' ,�/ / r.s _ _ _ ~ / ✓� t ROADWAY FILL TO BE SELECT PERVIOUS MATERIAL. MORE THAN 95 PERCENT B/T(/M/NOc/g .fir;- .:�• LARGER THAN NO. 200 SIEVE WITH MORE THAN 50 PERCENT OF COARSE FRACTION CONC,eCT-� LARGER THAN NO A. SIEVE.4. MODIFIED RIP RAP SHALL COMPLY WITH FORM 813 SECTION M.12.02-3, GRAVEL 540. E L/M/TS }x` "" .. i✓ _+ BASE MATERIAL TO BE SELECTED TO CONFORM WITH CRITERIA FOR ROADWAY SUB- 50' TYPE "C" CB y� ✓ / BASE. TF 303.40 EXISTING CB ✓ 70 LF V T.F.=307.47 NOTE: GRAVEL BASE FOR RIP RAP TO BE SELECTER TO CONFORM WITH CRITERIA FOR 15" RCP INV 300.57 (� INV n304.54 - - - - -� -- - - - SR0.5X ` - ROADWAY SUBBASE. { i� I �MEET Ek/STiyd, r..4AOF / \ - _ - -- HOTS: SHOULD "SPINNER'S RUN" FROH SOUTH DIRECTION NOT BE OOMD'LETED AT I P L A N TIME OF CONSTRUCTION, PAVEMENT' AND SIDEWALK TO END AT STATION - - - - 11+25. FILL T'0 HE SLOPED TO EXISTING GRADE AT PROPERTY LINE. SEE � SHEET 7 FOR DETAIL. EXISTING CB TF_=303.63 _ � _� �y 16" MODIFIED RIPRAP - SOILS DESCRIPTIONS INV a30022 f - - W ?� 8" SAN. - _�Ia 8" SAN. 6" GRAVEL FILL WEa: WAPPING SILT LOAM, 0-3% SLOPES D' NATSISKY FARM ROAD 1 - WeB: WAPPING SILT LOAM, 3-8x SLOPES ��1W �� la �� 15" R.C.P. �6" R.C.P. WeA: WILBRAHAM STONY SILT LAAH, 0-3x SLOPES NaB: NARRAGANSETT SILT LOAM, 3--8% SLOPES y30g 06, 11 00 U �11 a EXISTING CS T.F.s307.47 ^�� EXISTING CB INV.*304.32 T.F.■309.23 H EXISTING CB INV•304.94 T.F.-303.63 EXISTING SMH i INV.■298.08 T.F e308.49 INV.a302.10 SMH STA 4+15 TF SET AT EXIST. GRADE WING TYPE INV 297.67 ENDWALL SECTION A-A CONNF i S�- ILLMG BASIN DETAILMm4 B C H STA rn:� `_tiu °;-;• 12' 5' 2' 1+25 g 0. s44�o 'f�� GRASS R i a DESIGNED REV DATE DESCRIPTION 4 T� BY GBS , ✓s 3-720-8a 7ZW/V C-GMMEZrS -$$ N R VAT) N T P R PHI PLAN L Q M 8 B R D DATE - ASSOCIATES, INC Sub Grad* BRAWNY C L I FF W 00 D ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS GRASS OR TURF SECTION DATE R.ENGE ROAD VERNON CONNECTICUT CHECKED , BY GBS MUTH WINDSOR, CONNECTICUT COMM. NO: DATE: SCALE: SHT. NO: �ETE.,V 7`/0A/ g6.4-V _S W.4L _ .DEC 87 a DATE SG 1418 9 ! =40 6 OF /Z . JOSEPH MERRITf 8 CO. 7 5 yA,eo o,e�.n/ /7S G F � „ PVC TG 3HB.Z SPINNERS RUN /Nr/. 326.D ro ••�✓G 5 S-✓d� I- .4T /NV 320 2. 5 S=// ro S reEEr u c STA ELEVATION L I. roc ,� r • 1+00.00 339.66 /N✓ 3Z8_so �rf'� a cQ Tl�PE c• ce o 1+50.00 338.41 s ti1N STA f-�O 1 I �a RO P TF 32/. 7o J` rF 308,7i �s2.3j P.C. 1+90.00 337.41 �s T� `33�✓ �5'„��✓ 3�:•So 4"itiv �a4 00 2+00.00 337.15 L � /~V �'P6 2+50.00 335.65 � - �'G.o r'` 3�/• �a 3+00.00 333.80 ri s ^ �.�� �o eFc o x4/ �/✓ 3 i5 9 o rvr, '� s T-.a 8�a i P.T. 3+30.00 332.51 �• $ ✓''�� s 3+90.00 337.61 n -� - 4+00.00 329.36 -✓in/G TAPE 5 .00 327.11 P.C. 4+55.00 326.88 c ca 5+50.00 323.24 /"/✓ 36. sd + P.T. 5+85.00 322.22 4�� 6+00.00 321.82 /s ,t-foo.FiEv ,eioegn 6+50.00 320.48 _� x `L\� � '/G•• GRA/g'L ,+, � P.C. 6+62.00 320.16 oN I � I� _ ` 7+00.00 318.90 7+ .00 316.52 P.T. 7+62.00 315.83 -��✓ -�-�',ad .--` � I j' 5+00.00 313.54 /Nri 32�3.28 rrac •,C„ C6 sMN 5 T�1 i�•�-.3.5/s T.4 � . 03 � \ P.C. 8+20.00 312.34 !" !V i�/v �/7. 7z 8+50.00 310.67 �..... �io.c� � r✓P� C Cry r��v ��_er� ,� ...e✓ 9+00.00 308.49 + `-� �� xN✓ -3�¢-�o W T-F 300. 7/ 9+50.00 307.04 304. 97 P.T. 9+80.00 306.53 s i k o 10+ 0.00 306.28 10+50. �z TX= 304.07 00 305.65 � SP//VA/�� '.5 /�C//�/ � �,p7�� �r\� +00.00 305.02 -34o/.S3 �� /n:✓ 300. 97 b , M 5os%•� • 8 � � 9 Io I I � s tit f-•r STA o-.R•�.S � o T 325.0 n iti✓ 320.0 � /Nt/..3/5_G a /Nv 307. lz � � D -LUG BOTH //i/Vd�-RT.S � Z L � 90 ZC)O' ' .4TG'�.O�N�G5 cT`.-B/E'.Q v>KO.-v'v n/r o.�6.Oc,v✓C,G�rA0�c.d�f'O!/..G�'E ._. .-. __._____. SSE�S8k E�"T - - rr_F y NOTEz S ELEVITIOKS BASED ON U. S. C. i G. S . DATUM. INV 900.8¢ .Ar y/Vp 3E3©04,Q,.87, 1C B A Mn/iMC/M OF .¢00 /n/TE•��EGT/O��L - s.��> OR/✓E �vG = 00' - YARD DRAIN 5F'//VNEIZ'.� APPLICANT & OWNER OF RECORD: _IRENE GUAY h (EX/5T/NG� 173 ROSEMARY LANE } /6 3 SOUTH WINDSOR. CONN. �� � � � � � o + m - . .. .... ... . .. .....__ ... ..._..._..�17 .._ _..... _........._ .._ ------- ...._. ... ... _ _ .... - - - _ _- - __ _. _ - _. -- -- -- - - -- • - it oc . _ ... . .. ... ... ... .. :...... BY J R L 0 X B I I D I 771.._..._..__.._....._ ._ ._ ..--- ---......... _. - - - - - - _ ATE J , . ...... .. ... D SINC. --. ..._...._...----.__ ._ ___ _ _ _. .. .... _.._ _ . ...... ... - - --.. _ _... _ .. _. -- � CONSULTING CIVIL AND SANITARY ENGINEERS- ... --. _ -.. _ _ _ -- _ LAND SURVEYORS O. f0 ts/ OMM - : DRAWN B8 -� -- �-- -- - -. LIFFW'OOD ESTATES SUE� D1VISlON _77- ......... DATE . ... . _.. ..... ... VERNON • � �..AWREN � � ROAD CONNECTICUT 1 CHECKED • BY 'y'� I SOUTH �I1ND30R, CONMECTICUT COMM. NO: DATE: SCALE: SHT. NO: 1"=4' VERT. I DATE 86-1418 AUGUST, 1987 I"=40' HORIZ. 7 OF tZ :. SEE SHEE T 7 ro sA s SP/NNER`S 0 RUN SEE SHEE T 7 3 \G2 OUTLET STRUCTURE • SMH INV 30l_00 � OUTSIDE DROP (SEE DE TAIL) - � STA /2+35 q TF 322.18 I INV NORTH 310.00 SMH N STA 2410 EXIST_ 8" SA SEWER INV EAST/SOUTH 306.00 TF 306.10TYPE "C" CB INV 298.70 � INV WEST 31`I.10 TF 304.87 \ TYPE "C" CB INV 300.97 TF 303.40 � INV 300.57 � � T.4i✓iT,4.�y sEwE.�' 52 LF �.-v.�E. sEi✓r i.✓�--�s�o.�. 15" RCP SMH STA 4+15 o TF EXIST. GRADE + INV 297.67 D 91 SMH 4 Qc YARD DRA IN STA 144 6o rA o��� qq INV 3/5.0 '' TF 322.50 Y�-�.c� ar�,q�,•,� SMH STA 0+15--� � � _ TF a4.80 TF 321.0 INV 307.1Z 3 �F dos,o �,,,•� _ r � PLUG BOTH INVERTS �� INV 299.67 4 i ��yaVd (k TYPE .18"C" CB 70 L F � TF 4 Q 1 � �_3�-`.t- _ i2^'.c•c•,o ------ INV 300.84 I5" RCP / �� iz'�� Aso«- �� • _ .15" RC CUL VER T END KE V I N LANE 25 LF INV 300.25 15" RCP \ maxis r: S" w.a� R ..�-�-.� .jf�lo ..�-.� .-.•� � .tea r �-v .�o>- 1 75 LF EX I S r_ CB KEVTN LANE 3 RCP TF 303, G3 ram✓ ..�zo,o t- N 1v TFP3o4N.18CB STA ELEVATION � INV 3po22 INV 300.71 rri O 0+50,00 305.38 1+00,00 305.88 OP.C. 1+I7.00 306.05 - 1+50,00 306.27 2+00,00 306,14 P.T. 2+17.00 306.05 STANDARD WING TYPE ENDWALL 2+50.00 305.72 36" INV 300.25 3+50.00 304.72 _ ... 304.22 - F C _ - . ._ .. .. -- _. ti_. •_- _• -_._-_ . ____ - ___.. .. - ••- - _._ - __... _ --. _ .. - _ DESIGNED REV DATE DESCRIPTION ' _ _ ....... -.. - .. .. ._-" _-_• -- ----- -- --- - ---- ---- _ :.- - - - - - _... - -- Town/ COMM�n/r �- =_ -- ..... - -• ..� - -:. :::-_..._ __:.:� ::•..: _ _-._. ..-•- DATE r s 2d-B8 2 E PLAN RRO F I L E � �O r•ow.� --- �tt ------ ._... - - - - -- - -- ASSOCIATES, INC. _ ---_ - o D ESTATES SUBDIVISION - - _.---_ _I CONSULTING CIVIL N�•�- � B AND SANITARY ENGINEERS Y _. •'- DATE L I FF W 0 ESTEERS LAND SURVEYORS H�VIf sHT OT OS X A � � _-� CHECKED n VERNON ' ��p{ `. LQ_ w�N � ROAD CONNECTICUT _ .O'A3223 >9 J3'�I9U3TI �'��/ EI O/ BY �m H3141 OS Al O3TLlIR4 �"7'�'�+v E SOUTH WINOSOR, C(?NNEGTICUT COMM. NO: DATE: • DATE SCALE. SHT. NO: .. - 86-1418 I>eC, /9$7 NORIZ. I"■40' g OF 7/.pE C"CB- �•• NYC �.PA/N T� �.�G. •¢O rc 3sri. 99 To 4Er c iti/E (Go ri7) r..i 33z. Sp �.,.,r✓ 3.3�,oo /n/i/ 334.o T,r �.30.�� •-7y�E• c ce 1 s /8-�✓ .�� zs 17 f5 2ZGF F,N. \ SM H 3-03 7e9. �� / w ~ i 3 sue✓✓ i9 \ rF 9 a • /n/v 330, 5!J Z'�✓I -�z--5.SG � ..c5 0 JSI- TS'. E KIM LANE ¢t' T� `+4/. 99 moo_ ♦O �5/iiE G✓Gc'" STATION ELEVATION �� �"'✓ -3�8.�� �^�' -3i9, oa r� 3ai Sa 0+00.00 352.80 / �'�y a�' �v��- c""crs �r.✓v � .¢,.�..v iSj�b 0+50.00 351.60 1+00.00 350.40 1+ 0.00 349.20 P.T. 2+00.00 346.7070 2+50.00 344.20 i ra :�7'.�G.�r 4/tip x -�►� N v 3�9_o /•v 1/ �/d _3•G>� Op 5= /o% 3+00.00 341.70 3+50.00 339.20 P.C. 3+ 0.00 338.20 4+00.00 336.81 O of c 'cis �� d gyp~ J 4+50.00 334.98 afi-K, � a O ram✓ ��9 ,� � P.T. 4+70.00 334.43 0 5+Oa.00 333.67 K I M L A N E 5+50.00 332.39 w to Xz/ 6+00.00 331.12 � l� a 6+50.00 329.84 7+00.00 328.57 P.C. 7+50.00 327.30 8+00.00 326.02 P.T. 8+50.00 325.52 9+00.00 325.02 . s.•� k zv✓ .o,oo ••� Y +5 .00 324.52 10+ 0.00 324. 2 .s s%A a-ice 'q0 n/oT�: o �'.•✓ oG.ce ��E 10+50.00 323.5 r,-'='2 � .65.3.3 7 IA✓✓ N 343,00 rP�Es � 6PCJSs1 TO �G CG�r��F_ o ACOn/� .G✓G-/oo �) 11+00.00 323.02 At ro ✓ / .e,o.� ra P,QO✓/p�- A NJiNiM c1M YFJRO o.ea,ry s 11+50.00 322.52 o,� •400' /.vT� ��,Ecr�o.✓q� �.�vr /,vE \ TF 3 P.C. 11+60.00 322.42 Z7• SO���. 3zy. 3Z O / 12+00.00 322.18 \ - c- / _ Q ,_ � 0 ° - - _ M ruka 77- In _. ___ _. fi - _ I - - _ _ -- -... - - - _... 7 71- . . . . ... . .. . . __. U. 71 . Q �9 1 _ • to t •: P I 6i00 9 O JO 00 800 DESIGNED _ R/E V DATE DESCRIPTION BY Ge.� 5 3-2o-8S 7-61-ini -- - - - - DATE PLAN PR0F1 LE $ R LOMBARDI -- row.✓ co.-�.•�c•vrs ASSOCIATES, INC. -- DRAWN z �y �-/.�-rya -_ - � '�"�-%U�=�9 B'" �i CLI FFWOOD ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS L - _ - _ ..:. ..... .. .. _ _ __ ... .. _ AND SURVEYORS _ 0100 I o 2 00 - _ . oo -_ : I DATE CHECKLD LAWRNC E ROAD VERNON CONNECTICUT BY "'"� SOUTH ICI I N D S 0 R, G O N N E G T I G U T COMM. NO: DATE: SCALE: SHT. NO: DATE 86-1418 AUGUST, 1987 VERT. !"=4' H0RIZ_ !"=40' OF Iz ......_--,-._... Co r..I I r.r c o h1 G R.C -r S 9 oFP- )+ - r3 C2 I c K T Y P f c•4•t- Fc:>2 -.......................... , .qL n1 '�sE PRECAST 77 CoNC E"TE i��.►..1ti-ace LE L C2. - C�iti 1. '`• I q� � t e7, ' _.__--__ ti ti •� ,�. L--�i.'-'.a,'_t '"_ -I YVol - _ ---� - -4t- - --4- 1� H T � t17 1 g„MiN RO�stvO ja,4SE M ! N - Cae•.�G �QvESZ \\ ' � '� ,� I _� _. iQ I = ► �l. 4�jI �C>GK. 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Q:: °' 3�4 CUL ER .♦., :O:.o.a_y' !4 GEtv�t�,A� fVnTES ��„ lI',i'� ra•%'���Ep �4/PR�P GW G.. 1 O i7v GRdvF,,,/„,� � t2�+ L_AT�SZAI,•.51 A �ISTAtVGE 1� f3EYC7N0 i T 1 5 I L7E S� -T'n 1�E SANiTAFCY F3u i WtT�-i " ��'C�SZM" ih15TE.�C� C71= " SEWE.S�" 44' ;����._. =��-D - � ', , ' = :�E �CK. t=e�t3 3 - SEE CC)t'.�NECTICI..�T STATE }-l1G►i-1Wli� DEP/�.iZ'TA•'IFNT 'SP.t�tF1CATl� 13ACK�it._L - .,,-,w,n,c.Eo RtPRAP CnAT Qc� `�T I t� EET- ` 13EL pE© �c2 /�.L7p,i'TInNAU f�A�/EN1> NT (�ATCt-1 y 1VG E U I ��M EiV"T+S 1 tom! CC>►�IC 1�ET� w t T t-1 t---?E�1/Y w H� PER TOwN DW ,Ot _rTl-; 'c�av�c.�i�L CG .T n� BITvlvilhAnL.�S MAT t". IT/a2Y SEvwEC�5 15HA1L. C3E C.,��t`I 5C"2uC.T 7 5c�' .o.S �IC�T TZ t- WIN��,C)!2 STA� I�h\ilia _ _ _ ._ - - STtiF�S �C� 3E +`CC�/��► ALL1t�i. PE2 M i t �, nF" SEb`/S� �C.IeZ - .__ . * I Z�53 C'7 �CZ�1/��.._ 5'- AN`� ET.�I 5 r`►c�-r- s t-inwti C T -r" i 5 5 H4 IEET S"A L_I_.._ . c3E -T.A.rcEti Z -••;��, � �fZC�M STAN�7�efl tr2nAt�w�a.�f SPEC I � 1 CAT'<C�ti� � T�W N. C7 t~ ? �_G- y :, - s�u-tr-i w�NC� Sn� , D.�"T�C�, 3"ANvA.tiCY 1gCm7 .c�wc� y= MAl\1MC�LE STt P DETA� 1,,._ - .y. i�.I t7 C �t PA C T E C� ' t t Z !u moo' l-.4Yt3�5A ......_....... _ DESIGNED REV DATE DESCRIPTION ' n ' _ a , NOTE: GRAVEL BASE FOR RIP RAP TO BE SELECTED TO CONFORM WITH CRITERIA FOR - — -- DFTAILS AND V D SECTION R � C X B1 R B I -- -- rBYE` 6 ROADWAY SUBBASE. DATE / ' .�j S Q C{H .�,. INC ;. APPLICANT & OWNER OF RECORD: DRAWN --- C L I F F W 0 0 D ESTATES SUBDIVISION f�lf� CQN .:LT'iVf, CIV.L AND �Ah'TARY ENGINEERS LAND .UT7Vc:♦•n r By �•o•�Tt--i T��NCH IRENE GUAY DATE - LA W R E N O � -ROAD VEn., CONA11%. I ICU' cl;; • � iT 2�5�'� C?,�-T �� N 173 ROSEMARY LANE CHECKED SOUTH WlNDSOR. CNN 6Y - SOUTH WIND30R, CONNECTICUT COMM. N�- ' DATE'. SCALE: SIFT. r NO: • I - - - " 86-f418 DATE - AUGUST, 1987 NON lD of 12 -�� __ _. . - 28•' I � , 00'-0" AtONT-01'-KAY 6.Co.vr' �� - -- -- 2s'-0' ¢,. Existing ground- I._p -o" s._6.. 6-" 13'-0" Bituminous Concrete Paint of applitatlan 338 'Hor Lip Curbing (machine formed) of grade , _4 "4�FT. SCALE 1 Ft t �/ ° • eat/2 LIP (-A DRIVEKAY 3/is S/a "-4 �+ :0.�� Drivew�� Existing ground apron Z3~ ► Concrete sidewalk \ 334 (see standard detail for sidwalks) I" Bituminous Concrete surface coast • ° j: ° 24• Bituminous Concrete Mader course Gravel base lt3") HALF SECTION 6" Processed atone base (ploced in two 3' layers C.P055 5ECT.74N - _1T� � �O 12"Gravel subbase (refer to roadway note 2) See typical detail �� � "Art G=' of dra n to be -- ¢ G� Installed along entire roadway (both sides) Note: F/NAL ��i4'Ou� /LE"7'- !.•?Er?�' Al It Binder Course is left as a Top Course for o extended period the Town Engineer m" 1.�2c �^ require that a Tack Coal of Bituminous � , iA•vc� cra. eye E�c.-✓. fAotefial be applied before laying the 8il' uminous Concrete Surfoce Course. g rass plot sidowal k - 1k_yr tt. PAVIEMEKT No I/'p.*ft• cone. walk LIMIT (W PLACEMENT OF '�• �- ��aE��AL 2 - � " ,�.-�'.-. SuseASE •GGREWTE FOR UNDERORo1N '< •~ :3;+ i�-r r t�3 ~� O�}�.� a 8 r,base ~ '{ top� � C011r se H-ornv- ee~-wAlfr -' ��K12i I - _ end rv�for e%orfw/ J/6+ �' » I `o > f ' / end of odvH curb - I !J ! 4 o/ yrs {Your. i ,• - t I Y � sf�.,r/ur. u'si,rar I +I Fe I t t Paper TOHOERORAIN F.6.v A*e W��1 Subbase r� i N H O a-6 H ABOvE TILE --T -I - of sfi.•r Awry /!r N I I U n d e r d r a f n t`"/i✓.4G C.PAO� �j(] * �w�/ rn fLOWLIHE Of THE MAJOR PIPE � (see specifications) U'droii� � I ro r CC/�8 P•MIN, LATER Of PIP AGGREGATE C'�Po.ss .S,�CT/Orbs T.S/.E'C/ /L�Es�t/fr'L.CS 1/2" washed round stont AROPLACED ALLOVE THE E HOL N0 ' PIPE T ALL Or THE H WITH OR i:: r,r•r,••-1: _ �� •- �4f^L Of pea etant, FIDE ro BE WRAPPED WITH 6"min. processed GrAvel - FILTER fAeRlc. 0�?r0" width -or filter fabric UNDERDRAIN o wI Roadway note 24 CULVERT AND PIPE UNDERDRAIN AT IN THE SAME TRENCH CATCH BASIN STRUCTURE STANDARD U N D E R D R A i N C.'Pi 7"ic.4 G C,C�OSS SEC T/ONS THEE'v �iG/�T OF w,4 Y (r4 BE PG AGED A`O^/Cr BOTH .S/DE5 ' fin/r/.2E G,B�./G rf! O.G .ecrJAD� ,t err► � DINIENSIO�SS AND nUANTITIES FOR ONE VIWG TYPE. ENDVIALL �6 j D B C G H K L P 0 R V/ VOL. "eina et e-s !/e- !/�.n� "ir-A eu r1i (p• 36' /_�. 2:0. �'3. i:e- g:/i� 7:� /ts y O:yy 3c�� i-/e 3.�7 FI Gras it ts+cr r/e `` GENEML NOTES TiPA�H ,pt7CfC ___., 4z' /=b' Z'O' -1 i' 7:z- 9:,or r:_9 /:` oaf �:,b� s-/i�, s.7s 9rr - <e' r7' r c' �=9" a:z' /o'/o' e:a /:�e' o://�' 9 s �o' '7e GRASS 1. ALL PI81.D MODIFICATIONS APPF:CTII� THE DESIGN SHALL BE SUBJECL' TO /=7" z=f' d•9 j /:Ga O=// � S'3' L Qi! Q1/ �\ 13liGINEER APPROVAL. N Liu i/p/• r//ub///sM 60' /:7- t:6- j-y y'r' /z:4� 1:-14 2-03 0=// f-9' 7=7 la46 4 �� ^ ~ ` 2. A SET OF DRAWINGS h[ARIED AS-BUII.TS HALL BE USED TO REFLECT ANY 7z' ' t=a' a=9- /o:z' /3'A� /o=ev tied O=n =9' s=s4 /esd FIELD ( (AflC85. THESE i1AR]:ED (1P DRAWINGS SHALL BE RETt1RNED 'TO THE •ENGINEER UPON COMPLETION OF CONSTRUCTION. I S v b Grad. When wra rnswl/is/i De usr✓/r/ao poes. /e./:�+ns.rrs 3. CONTRACTOR SfiALL OBTAIN ALL NECESSARY PERMITS PRIOA TO CONSTRUCTION. ohav/a A//./t ✓/Ae en✓.w//shall err/ornr Ib lAosr err% lrr /lie I.►yM /Ar %,,,,.,;o L'.sA.r// be. ,vesed et/he 4. CONSTRUCTION KLrMDS AND MATERIAL REQUIREMENT'S SHALL BE IN ACCORDANCE e"v~#m-"rlie jw wl/"'�"P-//vs e- e-f. GRASS OR T I R F SECTION WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD 1 I 7 I 1 PLAN SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION, FORM L A A1N .S W-44� 813 1985 AND/OR THE TOWN OF SOUTH WINDSOR STANDARD ROADWAY - --� SPECIFICATIONS. ipl CONCRETE NOTES (CAST IN PLACE) t o „k^` f 1. ALL CONCRETE SHALL BE DESIGNED, KIM, PLACED, CURED AND FINISHED IN e_fee P.pe 4 iG�r P,/eA ld' 1 _ (s AOCORDOCE WITH ACI "MJILDING CODE WIREMENTS FOR REIN MIRED k 3p'� COW3UM- (ACI 318.83). 2. 00"ET'E RIA11. DEVELOP A MINDAM 00lfPliESSIVE ST'RENIGTH OF 3" PSI IN 33'r 28 DAYS AND SHALL CONTAIN 4-6% AIR ENTRAINMENT BY VOU ME. , " 3. REINFORCING BARS SHALL BE ASTM A615 GRADE 60. " .,,� � �--�� t � r � , Ise� -t r-- -. c�� • -�-----j� s 3 - �" ► i 11 4 MINIMUM OOVBR FOR REINFORCING BARS SHALL BE 3 INCHES. DETAIL - T: - - r -- 1 '"` b r- 5. FOIa'(WORI SHALL BE DESIGNED BX CONTRACTOR IN ACCORDANCE WITH s��T err►r+G -T / ` 0 1 I V REQUIREMENTS OF ACI 318.83.• FORMWORK SHALL REMAIN IH PLACE A MINIHUiS OF 72 ft011RS. • ` �, "/ � >s> 6. ALL EXPOSED EDGES TO BE PROVIDED WITH A 1" x 1" BEVEL. ar .7✓iyer P•pr o '9e/ o'Pe WL (TM - - I ---_�� -- - -�- FRONT ELEVATION SIDE ELEVATI ROADWAY CONSTRUCTION RA/L/NG 1. PAVEMENT THICKNESS SHOWN IS MINIMUM. AT TIME OF CONSTRUCTION WING TYPE END W ALL SUBSURFACE INVESTIGATIONS SHALL BE MADE TO DETERMINE ADEQUACY OF SUBGRADE. AS A MINIMUM 5 HAND AUGER BORINGS SHALL B£ MADE ALONG TIIE ROAD CENTERLINE. GRADATION TESTS SHALL BE PERFORMED TO DETERMINE SUITABILITY OF NATURAL MATERIAL FOR USE AS FILL. ALSO A MINIMUM OF 3 3 - 9 x 2'--/o' 6,e,4 IN PLACE DENSITY TESTS (AASHTO T-180 METHOD D) SHALL BE CONDUCTED ON THE SUBGRADE. RESULTS TO BE SUBMITTED TO THE TOWN ENGINEER FOR REVIEW. SUBBASE THICKNESS MAY BE INCREASED OR ADDITIONAL COMPACTION ; R.C•O OF SUBGRADE MAY BE REQUIRED. f C . SSE£ !7E iA/L Lg 2. SEASONAL GROUNDWATER IS ANTICIPATED TO RISE WITHIN 10 TO 20 INCHES OF THE PAVEMENT SURFACE. THEREFORE, SUB-BASE MATERIAL TO ACT AS DRAINAGE/FILTER LAYER. TO PREVENT CLOGGING OF THE FILTER MATERIAL AND a •/•1'x Y'/r x z '/z t`C�+�r4� 2!/p�" ASSURE ADEQUATE DRAINAGE CAPACITY, THE SUB-BASE MATERIALS SHALL BE �/»x'� �'�''�" - SELECTED TO CONFORM TO THE FOLLOWING CRITERIA: ro G N S !-'L A/�/ 15% SIZE OF SUB-BASE /.V T,.dLG DOY✓N S T c SG o�E D6 ALL $5X SIZE OF SUBGRADE OUTLET 5Ti2UCTURE �,_�,. r Ca ' a•arc�veEv .a4E.r73 SUB-BASE50% SIZE OF .b' 50% SIZE OF SUBGRADE C 2S D AIL .,A, / y' 15% SIZE OF SUB-BASE > S � . IS% SIZE OF SUBGRADE ~ R# TO PREVENT CLOGGING OF UNpERDRAIN PERFORATIONS SHALL BE SIZED AS �,, FOLLOWS- I I EL 302.2 -- - tj'-O �� ' (��'L? I I 3O Q/ C,E , SIZE�OFI PIPE ZE FPERFORATION > "2 a 0JDERDRAIN .TO BE INSTALLED ALONG BOTH SIDES OF ENTIRE ROADWAY k 8'ITY� ,�-. _�.•�t 7'-G r� � ; I �_ , , LENGTH AND CONNECTED TO STORM SEWER AT CATCH BASIN LOCATIONS. UP O„ , GRADIENT ENDS OF uNDERDRAIAf TO BE CAPPED. 8" ! I ! I f l 6 EG Oo.2s °laFaaG NL'r Ap 1 - 5E'C710AI ro 8E sE7- ati tz I x/srrr4 /2" C_0A4,,7,4C rEp C,PA✓EG ,45E saa7 N N /'/o" ->r .e, Asa OUT•GE 7- 5TRUC7-CIR4 • Na. �,�, x/ TYO/C/41- LOT 4AYOL/T _�T�or DESIGNED REV DATE DESCRIPTION _ Lo Bgaa � A BY DE TA-LL S AND DATE r �• Jro„/„/ Go,••/,�.y�,vs's TIQNA S S O C I A T E S, i N C. T 1 r 2 �Y P O,r.! CRASS 5�GYiO Js��fe r e, j,28 88 RI DRAWN C L I F F W 0 0 D ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS ;+ raErro� �y� BY EEY CONNECTICUT RQA� VERNON DATE LAWRENCE f� ..t CHECKED BY G85 $�(JTH WlND$OR, CONNECTICUT COMM. NO: DATE: SCALE: SHY. NO: SETA/L �/C // OF 12 . o DATE Cn r JOSEPH MERRI'IT&CO. Figure 7-7 - Placement and Construction of a Straw Bale Barrier EROSION CONTROL GENERAL, NOTES PROJECT DESCRIPTION WORK DESCRIPTION LOCATION DATE INITIALS DATE INITIALS ; INSTALLED REMOVED straw bale 1. ALL STOCKPILED MATERIAL SHALL BE PLACED ON LOT 4 DURING THE PROJECT CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 2000 L.F. OF CONSTRUCTION. STAKED HAYBALES SHALL BE PLACED DOWN SLOPE OF ALL ROAD AND UTILITIES. THE PROJECT, WHEN COMPLETED, WILL HAVE 17 SINGLE FAMILY Silt Fence/ Wetlands trench 1. Excavate a trench stake 2. Place and stake STOCKPILED MATERIALS. BUILDING LOTS. Staked Haybales 411 deep and the straw bales, 2. STOCKPILED TOPSOIL SHALL BE SEEDED WITH RYE GRASS AND MULCHED WITH WHICH PRESENTLY HAS width of a straw binding •111"1f two Stakes per HAY IN SEPTEMBER IF STORED THROUGH THE WINTER SEASON. THE ROADS AND UTILITIES WILL BE CONSTRUCTED ON LAND Silt Fence/ Around stock wire or ""' bale. DURING CONSTRUCTION SHALL BE GOOD GROUND COVER OF WOODS. THE CONSTRUCTION OF THE ROAD AND UTILITIES WILL bale. '•'1! � l' 3. ALL RUNOFF COLLECTED IN THE ROAD UR Staked Haybales piled material- width Of ba a twine DIVERTED OFF THE ROAD THROUGH STAKED HAYBALES INTO UNDISTRUBED AREAS. DISTURB APPROXIMATELY 4.5 ACRES OF LAND OVER A ONE YEAR PERIOD. I 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE LOCATED AND install Stone Construction RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF TEMPORARY EROSION Entrance CONSTRUCTED IN ACCORDANCE WITH THE CONNECTICUT, GUIDESLINES FOR SOIL PERSON RESPON + N rs EROSION AND SEDIMENTATION CONTROL DATED JANUARY, 1985. CONTROL MEASURES Silt Fence/ Around catch �'- EROSION CONTROL PLANS SHALL BE SUBMITTED FOR EACH LOT Staked Haybales basins y :_ ^.° ^ ' ; � • "" ' 5. INDIVIDUAL IRENE E. GUAY �: PRIOR TO ISSUANCE OF A BUILDING PERMIT. 6. IN GENERAL, CATCH BASINS SHALL BE SET ABOVE GRADE DURING CONSTRUCTION . 173 ROSEMARY LANE Loam, fertilize Stockpiled TO PREVENT RUNOFF FROM ENTERING. WHERE IT BECOMES NECESSARY TO DRAIN SOUTH WINDSOR, CT 06074 and seed materials PLACED PHONE (203) 247-8984 .. � � DISTRUBED AREAS INTO CATCH BASINS, STAKED HAYBALES SHALL BE packed AROUND SAID CATCH BASINS. Loam, fertilize Final Site "� •• ! Compacted IBLE FOR MAINTENANCE OF PERMANENT EROSION CONTROL and seed straw 3.3. wedge loose straw backfill 4. Backfill and 7. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED THROUGHOUT ORGANIZATION RESPONSIBLE f�' between bales to Compact the 8Y TOWN plan ��'� excavated soil CONSTRUCTION UNTIL ADEQUATE GROUND COVER IS ESTABLISHED IN ALL MEASURES (AFTER ACCEPTANCE ___ create a continuous DISTRUBED AREAS, barrier. I 1 as shown on ,the TOWN OF SOUTH WINDSOR MAINTENANCE 8. STOCKPILED MATERIALS WHICH ARE TO BE STORED THROUGH THE WINTER MONTHS 1jt} I��� y1,), uphill side of SHALL BE SEEDED WITH ANNUAL RYE GRASS AT A RATE OF 1 POUND/1000 PUBLIC WORKS DEPARTMENT ' ° l ' the barrier to 1540 SULLIVAN AVENUE I,+,,. ` SQ.FT, LOCATION DESCRIPTION DATE INITIALS prevent piping. Ilit�9 p 9. ALL LAWN AREAS SHALL BE SEEDED WITHIN THE FOLLOWING PLANTING SEASONS: SOUTH WINDSOR, CT 06074 Remove Silt From PHONE (203} 644-2511 APRIL 15 THROUGH JUNE 15 Along Wetlands Erosion Fence AUGUST 15 THROUGH SEPTEMBER 15 f : A A RATE OF 1 POUND 1000 S .FT. WITH SCHEDULE OF MAJOR ACTIVITIES l0. ALL LAWN AREAS SHALL BE SEEDED T / Q � THE FOLLOWING SEED MIXTURE: Remove Silt From KENTUCKY BLUE GRASS - 45% 1. INSTALLATION OF STORM SEWERS, SANITARY SEWERS AND WATER MAINS. Catch Basins Erosion Fence ` 2. BOXING OF THE ROAD AND PAVEMENT, ' CREEPING RED FESCUE 45% Q PERENNIAL RYE GRASS 10% 3. FINAL GRADING OF ROAD SHOULDERS. 11. STRAW MULCH SHALL BE PLACED AT A RATE OF 1 1/2 TO 2 TONS PER ACRE IN 4. LOAM AND SEEDING OF DISTRUBED AREAS. Construction Enfrance Add Stone As I LL ALL DISTRUBED AREAS WHICH DO NOT HAVE AN ESTABLISHED GROUND COVER BY 5. CONSTRUCTION OF INDIVIDUAL HOUSES. _ 1 OCTOBER 15TH. s 12. ALL SILT FENCES AND HAYBALES SHALL BE LOCATED A MINIMUM DISTANCE OF 6 EROSION CONTROL MEASURES SCHEDULE FEET FROM THE TOE OF SLOPES. ;et ' I . 13. ALL CATCH BASINS SHALL BE SET ABOVE EXISTING GRADE UNTIL THE 1. CONSTRUCTION OF ENTRANCE PADS AS SHOWN ON THE PLANS. �4�1,�b• �w{U�s • � 1� CONSTRUTION OF THE DETENTION BASIN IS COMPLETE AND ALL WATERWAYS HAVE 2. INSTALLATION OF SILT FENCES ALONG THE PERIMETER OF THE WETLANDS AND _I�llrb t , �' SEEN STABLIZED WITH SUITABLE GROUND COVER. PROPOSED CONSTRUCTION AREA PRIOR TO CLEARING AND GRUBBING• � • .,. 'rl� ` PL 14. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER ALL SIGNIFICANT 3. INSTALLATION OF HAYBALES OR SILT FENCES AROUND STOCKPILED TOPSOIL, 1" /� RAINFALLS AND ALSO ON A WEEKLY BASIS. 4. LOAM AND SEED ALL DISTURBED AREAS BY SEPTEMBER 15. I BOTTOM F ALL STUMPS AND TREES SHALL BE APPROVED BY 5. UPON ESTABLISHMENT OF A STABLE GROUND COVER ALL TEMPORARY EROSION F 15. THE DISPOSAL LOCATION 0 THE TOWN ENGINEER. CONTROL MEASURES SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LANDF wY _ DATE INITIALS ` PROJECT DATES j'''•►,. g v1�;� ,�_ A DATE OF GROUND BREAKING FOR PROJECT �:` • _ DATE OF FINAL STABLIZATION "F " .`F '• r ��••, ;• . • '-:"rf - __ - - - ,�A - ��' ��� -.�• `��%'' ;'t"f•�:i :L�i�l'�` `� � ••`� Elevation: Points A `�::>K• , : 4 should be higher than Points B. MEASURES DURING CONSTRUCTION Q . Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, EROSION CONTROL MAINTENANCE \ / Connecticut. 1. WEEKLY IZPECTION 'AND REPAIR, IF NECESSARY, OF ALL EROSION CONTROL \� \ ` ` Ap STRUCTURES. 7-31 (Revised 2/I4/86) 2. REPAIR OF ALL STRUCTURES DAMAGED DURING RAINSTORMS. �� _ MATERIAL COLLECTED IN SILT FENCES, AS REQUIRED. ° �, 50 °/'� 3. REMOVE ALL FL,4IPED Gn/D S __ w /IJ G?i F 4. REPLACE STAKED HAYBALES WHICH HAVE BECOME DECOMPOSED OR OVERTOPPED P WITH SILT AND DEBRIS. p C. __-- 5. ALL SILT AND DEBRIS COLLECTED 1N EROSION CONTROL STRUCTURES.SHALL BE RAP RAP f a w ED OF IN A SUITABLE LANDFILL OR OTHER LOCATION APPROVED BY THE I II G NIJNit/i'.4 DISPOSED � Figure 7-9 -• Placement and Construction of a Synthetic Filter Barrier TOWN OF SOUTH WINDSOR. -- { 4" Minimum Q •.i' / CT DOT 2" oe •'SCL� �PiG o r �� FILTER FABRIC 15' MIN. p It 1. Set posts and I� 2. Staple the i f r0 BE PLRCCO •Ar /NLET ro Posts '� excavate a 6"x6" wire -�-� ' wire mesh Q.va ac�l� o� trench, set post fencing ' `' fencing to ° downslo e. t end post. DETEnJT/ON 8As/N CONSTRUCTION ENTRANCE Angle 10 r, p f DIVERSION DIKE � upslope for , 2' m i n stability and �-- �-i self cleaning. i -- rYPrG4c NORM ORA/N Oc�rc.ET OE�c7 `. _0Q E,P05/D-� C_DA/r.-eOL 100° sEENn.� Y r Cut or fit! lope-.. - 2:1 Slope or flatter =141=111=N1� =•11�= nI 1�I! r Sul-(I��111 '.'�u1_[51 12" min. tllt��f�ic�l *:_l1u ttl'1 t _ ���Illtlj_I ► {=sll 1•,0.1 � �• � _ � �`nt=.[11�11�' _�t` de th It1 �r�� fir.'--- ��:.•`\ _ - - - - , EXiJT DETAIL OF CURB W,,LET LNG 'epg0 -- - CROSS SECTION 1 x x T ? B PLAIN C-,Re T',P� iZ"M/N. 1 II'' Filter I •1• I 1 Pr�u II 3. Attach filter fabric 4. Backfill the I ! i to the wire fencing ! trench and 3 w.4r. ro Be PR_0Vi06U B6Ni�r0 Ti« C c�28 I Fabric t ! row 5/�r oA� ��� �T.e��r vNa oc�r- or compact the t 9 1 1 and extend it to excavated soil . x _ 7o d E positive rode 1 L1-- J i - w0ss SLAPE AS o TA"+f O�AI•va C>tE f-!4�' Bea a-4r ! the trench. slope Toe r - - - - -- - I i�fA GROSS SEL11 �; a..-4 a4A14• a� An.�av�DEQ 'Q� rc/N 'RGPN.3'r•QCJC 7n/ .aGT/V/TY p 2'min TOP OF CRATE G 2ApE0 Otir fs 4C.w L.Or. 4 '' I D _AI 'A•• - itA usE wlrH coRRucar[o 7 F 1I q , ComP acted ' 1 4'AND LAAGCS A I I --:I 2S!de or flatter a t ter 9 P i . Backf111 I .. I.CrAL PIPE s .. ,-� � o M( - - PLAN SECTION Y-Y -�I I 2 '� ill=�1I�J � '� '. •ul- �_ M eE USED w,-o+a,Rs ,.LET Is CONsrPIiCTED wHua: No III ^j 4 1' ` �i� _ - III D _ - I_ I :.:I CUnB,.c OF AW TY c EAts;:OR lS �°PosEn. Cut or fir r s rope I► 1=1V�r 1�t III i •- )q= 1151=II I I . }11 1 111�111 ��! _ T , f i 1- it I BAAREL Y FLARE I ' . ' P1Tbi•Y,'Z-11 PLAN VIEW DETAIL NA" - =�\ \ CA= BAS1H Bottom of B 4• CROSS _LOPE As v`4, 5 4-0•L�G Drainageway 1 PER CROSS SECTIC*, ]Basins oo slopint roads SEDIMENT CONTROL r( 11 PLAN tOP of GriatE n i - should not ba rinsed. Ulaa + I L ar Gilt fence should be placed I ' DIP_ DIP.F I' I �' W"C?l r-ArO4 BASa•1 U SET►,CONC; T'E PAvtuENT ., ri+E}[SLOPE 0•'+ THE TOP%LFIFACE &RALL BE in a [onflsura"and to contain r flova without "and runs." 1 A CAA"GED TO MAT01 ADJC�P• P1yEMENT. To BEl1.sED w,EN CW8 t•il£T n C.ONS'puCTE0�N A U4E OF ConCainmcnta should be up alopf. _ Ae.MV"TL CONSTA.,CTICH WITH rULL PLJ.N COt.,CRETEGT.,R9,vG•DO•.41£�IOP-CPETECLF49-4c.OR srcr-[ of basin. � � _ \ ccAa BAcJa To ec USED AT LOCA•T,CN3 cwar.c:e•-C.-4A JV WALL - 1�- AD ACF?rr To ExIs7wG OR PROPOSED $ - �CWIs w, BAPS r-O'LOW- -- �1 SEE NOTE N0.2 2' T Y I'-e y I•-0 1 2. 2' 0 to- PE �7 CROSS SLAP'£ OCTAL-1 C<C]-saS ra_,CT /T !L l :i•'` 7 A CROSS SCCr av � 9p+ AeOrE r�- 4444 V 44 1 - , • a �S•A'CONCRTC 1C�~ / ► \ SEDIMEN� I SECTION X-X END VIEW .. -,- -- -- J �,: : POUNEDwPLACEOR _ - _ riaTEs ` ,•: ...-. ti„L f- ' < ', `.. `x I -PRECAST C04CACTi V+T - - -� ELEVATION . �l6 -�� \ t leag running sediment L ,JOITlTS .'.,HILL BE TONCAIC AND GROOVE OR BE71_AND.SfitC.OT AS ��•� - .' .t `.J , _~ _ _ • '''..I +'•� 3/a n a.• \ havcTwlnpa1t[o should prevent Points 'A' should be higher P=LfIRED TO CONF1ORM TO PSPC INSTALLED. a ••! `n� d • -- Rt L _ • b LCANFURMTD PtPC THICKNESS • ,• _ s i j 12- 2'- 1 s a �a �' i�: w - parallel from the syy than point 'D' 2 WALL THICKNESS SHAL � �, parallel with the system. '+ 44 CLAN vzEw w«r•axA.rA DEPTH UI`1.L13 --` Sty Ct S Spacing as required. ! • SPEC3ICALLr OR'OERED -�.- ��, � --� r'•_ a J , I Oft.CRvvtSYct�EATRIv- �• _ J`i EDIM)r� Silt fence ■ubjectad to g 1 ' 1� aYL7} E' ,u+ - �_ ` ~ / heavy load■ can be reinforcrd Source: U.S, Department of Agriculture, Soil Conservation Service, Storrs, . 3 z la % Jr', with farm fence end or anon COnneCtiCUt. fence. DIMENSIONS FOR REINFORCED CONCRETE FLARE �,. 7s! ' 73 6 j S T =°�1'a REINFORC1:7v1ENT a 'p, O;,/,•,•••' �T CULVERT END r,CLAYM074-YINCENTMOF r , ) 4 ;°L�1'It�p�D b,.J.AREA OF ,N., ,CF ._ I - DRAW Ar.E OPFTaNG.S IN4MNLLS ', Source: U.S. Department of Agriculture, Soil Conservation Service St- rrs - 'R�'�'',1�1� _k ., D1A. A $ C D E F �'Ri `- R2 Hc+ rFwN sTE s AT ORw.a.+�ArELrAsovLr>«Is Connecticut. _10" {- -Q 1'-0' 11" OOS4 OOSA ° ELEVATION J'-O" 0060 0060 - -'' - �c,-F q 11 -a 4" 4' -7!" -6• a•-1'! 4'-0" 2'-fl i'-a' r- 007 007 ; W �''1r '6n,-'�fQISTCR�O''+ o9°fir . 30" I'-0' 4•-6' 1•-72l- 6'-13i S•-0" •-1" P_al " I'- 0084 0 81aCK,C]..ASS'A'CONCRETE, 38' V-3" 51-3' 2'- 6'-I�• 6'-O" 3'-Ili '2'-0 1'-a.' 0028 0096 wS4NRY CCNCRETC usT3 y O If D S a D Y „' w SAF[Tf SOBS APPL7 DAMP- aQ, aFE`'-.. , • ��G� taf' ..:',• � SSIOtifiL 6 ,,, 42' r-9" S'-3' 2'-11^ a'-2" 6-6" a-S 7" 2'-3'• r-10" 0J0 a 0.106 Ps100Fr,G C1,+4 wALt3. w+C'3K BRICK S AE VSZOY PLAN N r AR[USLO` _ 4a- •-o" 6•-0- 2'-z• e•-2- r•o^ 4'-a 2•-4 r-1o' 012o alto �\R\ ' •u 'w' G CONSERVATION ASS ASSOCIATES.l AT E S, INC.I N C. • - ' -U• e'-4- r-6- s•- ! - ala2 0.1� D SURVEYORS • LkT1rNp INYOC Of Ul,II 3 LAN I s - CONSULTING CIVIL AND SANI !• - -0^ 0141 0144 Z _ '•+oT� •. R OF RECORD: - - e , f � L TARY ENGINEERS ,•,`+ i APPLICANT & OWNER SUB DIVISION I I O N CLI FFWOOD ATES� ,. ';.:• EST 4_ s. .-, 6'• t3 .�,GUAY_ VERNONCONNECTICUT '- V E R �A - EMIARY LANE LAWR N E ROAD :..1 - rE 4 73 R0 SECTION•+A-=A PssEusr wT r• -ZCT1ON 8-8 5 w .xcAST CONCRCTE ul"T IS VU0 FOR N wF'•TKE' 9P N R NN J yy p s 0 R CONNECT 1 C U T COMM, NO DATE SCALE SHT. NO _ OF T1eE tXaIT_HALL 6E AT LEAsr 6-BELOW THE BOTtoM C-� � S0 U T f3 I _ .. �!/G�, /��7 T>+E a+P£04frLJ rtv,G FROIw THC CJ.TCN BASIN. -( ��o /¢/f� /2 OF f24. j TYPE C REINFORCED CONCRETE CULVE ND " " CATCH BASIN C. 51 k JOSEPH MERRITT lY CO. \\ � _ _ _�. _.�