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HomeMy WebLinkAbout86-43 Beechwood Farms Subdivision 3 i r' RL AML AML Adak UBDI OL No E3 t. Amb, avow i0N .dnft� MW T C JIM% Owl% R NNE Ift A MEMO 0 'a VV N vul H MAY � N X TO ® RAl N G S - - I � TITLE SHEET 2 W1NQS�qR _ ILL --' - SOUTH KEY MAP '11i 3 Town Engineer �� _ - '`_ � %/ ROAD RICHARD MARTEL J , r _ r of planning "Ew : PLOT PLAN �, pirecto ELt_,N TON '`; • -- Acting Q�'4R ROAD ' TOPOGRAPHIC MAP MARCIA BANACH � - ,'r� �-� tu �i; B EE — �? egoo FA�Ms � �;'� ,� PLAN & PROFILE CNW000 7 - p , PODI .K ; o� u � CONSERVATION PLAN - 9 Cr DETAILS MM � SSION �ON ��^ C� QUgR�yeRO I Qv V V ' ! LANNING AND POD K - a ROBERT GILLI G AN IChairman o ROq ice � MONTANA :,.Y..,..'., `:` .`✓:..`.'``�:�1;�; sm/ �,MARSHALL - Yz �..- STREEI SORENSEN , Secretary , pE ,r DAVID �L E NKE l, ` _ p° G� r BEECH OD �° , , FARM BARBARA �- wER � ' R ND HAL.LOWELL � RAYMO NDE SPLAVIOING BERT CO 3u=rjj � DEPTS Ro _ ER It1DS® _ J --� MANCHEST MARGARET ROSSI rr� BURNNAM d `\. AS P LU ND --�"�' , HERBERT & EAST H-ARTFORD LOCATION MAP DESIGNED BY SCALE SRJO bLL zoao oeer 2 a fl coFuSisu%itwi&n�7er?gi w MANCHESTER , CO PER PER WILLIAM D• O' NEILL CONN. P.E • NO 6 299 fu*% N yr / A UV%JNS LACa s r ��• IE LD, CONNECT ICUT• HWAY� WETHERSF - --- - �, SIL.AS DEANS HIG - 8 --- — , - APPROVAL LETTERS - SECTION n hr. .iuseph I'. ° /C)!Ul? Cll �C7LLtl7 1-,.ion I540 SULLIVAN AVENUE SOUTH WINOSOR.CONN.06074 ;4:ce pt ing +feet!❑ ta[.i.ae Led) , and niu:;t Lr z.ppr E,ve11 by the ':'own'S ` D1 AREA CODE 203/644.2511 Engineering; 1)epartmeftt ,till Town At LOI-Rcy. The duLds for Litel roads and ,.ipca space will Lc held in escrow until eutnpletion of the subdivlsio,t and than referred Lu Lhc 'town Council for tcceptanE:u. r -- -- "— — `� — — SAN CLARK ST. PUMP 9. cyuired for each house. Prior Lo the SALLY DRIVE_ ) STATION Pouting drain:; will be r N'ovember 17, 1986 bu ildin S g of any trucLurt• on a lot, a topographic map, drawn / to it sC;lIQ of 1" = 40' , shall be silhmitted for each lot in the snbdivi:;iun, showing; prupuned contours, elevations and the the: fuoting drains. No building; permits will be location of / issued until tho proposed contours, fluor elevations and / I .Joseph P. LaCttva locntiuu Of footing drains have been approved by the Gown I.aCava Construction Co. 1?ng111eer. I II 185 Silas Deane Highway l I ! Wethersfield, CL. 06109 1U. I)ratnagc for thi:: subdivision is subject to Lhc approval of I ( Lhc Town lngineer. Dear Sir: 1 Re: App. �1169 - Iieechwund Farms, Section iI ll . If, for any reason, finished grading and other site work is I I 1 1 tJL not completed, the "town Engineer shall determine the amount of 1 \ 9 a cash bond to ensure final grading and site work. This each please be advised that the Planning K "louin m gComiSsion voted on bond must be su n bmitted prior to issuace of a Certificate of — October '18, 1986, to approve the above application for an OpenSpace ` Occupancy Subdivision in an A-20 zone, . _ consisting o[ 31 lots, numbered 3 through and including 62, as shown on plans prepared by Fuss 8 1'2. All Iots must be connected to the Town of South Windsor �1 \ I STANLEY DRIVE O'Neill, dated 5/27/86, Project No. 84-410 A. subject to the sanitary sewer system and are subject to the approval o£ the CHARLIE CIR. following modifications: Water P u ollution Control Athority. I I . No building permits will be issued for any lots in Section lI \ / until two-thirds of [he 13. Water shall !fe supplied to this subdivision by the TOWN OF (Lots 32 through and including 6-1 :•Metropolitan UisLrict Commission. SOUTH WINDSOR PLEASANT VALLEY HOMES liouses in Section I :Ire completed. 2 Concrete sidewalk;;, built to 'town specificat.iuns, shall he 14, Street lighting; sh:tII be installed at intersections and on installed on hulk sides of all sircets. col-de- acs ttt acr.urEl;,nc,. with the policy established by the own Mt:rnager (copy attar.hcd). I ,_. TUDOR HILL 3. The access to the open spate hetwcen lots 40 :]till 11 01.01 It,. OPEN SPACE de•Cined by a sltinr, oust. path, and peisi n+1 rail tracing:. I�. Street aamu:; and locations o[ fire lly,lranLs :Ire subject to the approval of the Iirr ?Marshal of he Town of South Windsor. 16 o•.t : sh.II.1 bu installed by t.it. g'} AC. 1,,., , st rerl n.,:„••: .:n,: ,.tip,,,,i 1 i n): 1' :4748 4g rj0 I7 rat• nn�I:a,:w 1,-„t::tt ,.i :.,iilt.,ly L„r'r:, . .,w,.I . devvlep,rr .:I , ,,:,: _ttl, ,li,• ,t:,nd:,r',,>: ,,, the Tow* „r 41 42 43 44 45 46 --!;all t, South ;Card: ,i .,, n /;-n•:r t•, th f< a. _ , .: •,i 1 1, n' ; ,,. .i.....,t .lr-.I::, t .n:• �,. t .. 1 [i. .,;.( f, ,'.,! •, I.I :: i1, ., :.. ...]lira,, I. ,: i . h,• 1<.Lii ,:f ov..I t"I E •h r.,wil 1 :t, i:, 'I :h.. ;.till „e:,tn: I: ,.ir,:.l,•n ,.i,a,:,nt :end all b.rr„!.. ST. SAN. QO� :,, l„ ! , l ,nt t:,e p':,a 40 SAN. �--- r,, t fhr Eng:trieor i isg: 11,:P.II t Iaeal will inr:pE•c1 .Ill_ ket 1.le lit,II p"t'ior 55 -' la is>:unnce of bulldtwig; permlI ,. A bowl, Ili :In .,r„e,,:,t rree,mmrn b Er ded y En I III and Wetlands 35 34 33 32 hnngu of ::Erect aanir Agency/C1,nlirl Val iun Comn,lssioII, Io eosin,: intpleme•itta t ion of 39 37 36 14 7 clearly indicating the c . Stunt- IliIlal -;, all erosion and ::t-diumnl a 911rol men:;ures, sh:ell be submiL"Led j from Quarry 15rn„k brace to 5:,11y Drive, and vtCe vrrsa, shall 31 Ill. installed tin i, 1): ve t•o of thr rind. to Lhi:: Crlmmi:;}Iull prior to commenCemi of of any site work, to 38 accordance wil.11 tiertioii 4. 13.E of ihr Zoning Regulations. O ,• - tar the u ,rn slate, roall,. and easements, I:rllst be e, ,s,;t,.;sa,,.nl rec in the amount of $1 ,`i50 shall be - ACCESS TO 6E�C�l 51 5� 13 a. De d. I I 17, A drainage submitted to the Commission prior Lo filing, Life final lain:;. submitted to this Cuaunis::iult. OPEN SPADE SAN Od-r 30 They must be ilr nccurdance with this (:ommi:: inn's policy for 203 ARCEL IIArr fit `� S� Lq 53 1 ZO4 �... fi I CO� 10 � r 2°S fi0 59 B Ro K —" -- --8 --- �� 58 54 ----- \ 6 F l I l/1 7/Ii 6 57 `it .Joseph 1.aCava O r $' ° �8 '0 rn es\ ? 55 0 I ( 3 F_ ::hall be subsnitled EoLhis �\ O O !y. A liability utsur;,t,ce powno \ Commission naming Ehe 'fawn of South 4IIy for a:; aid/ort1)rupert}' � � Sfi � with :t combined single Itlali ju�(Jbudil)• injury a 27 damage in Lhc aM011"t oI 51 .OlJ O QUARRY 209 211 212 213 PUMP f approval ul theL sub jecL Lo the toad i i i,1lts u \ I STATION ig. This approval is to Commission. \ , � to a Inland ,Wetlands A_g,L�cy/Conservat 210 �� 1`�' ' fi 03 ,nrriing; must be held SYCAMORE ROAD ' _u- 1'rlur.-.tu rummunceni,.nl of slte work. \\� /mot/� 2!�} 2� STOP NAV�/1( C��+ 0 a - With '['own Stf t . / U N - �\•_ L O N/F RAYMOND he conditions of let I ;Mu building; permits will be issued until all t 9 l plans have �0 215 SM}TH STREET. approval have been complied with, and the fill" been filed in the 'town Clerk's Office. DRiv� a 15.91 ACRES 22 white transparent myIIrs of SIteeI:s xl, p2, and 3, �� 131ack and h together with two blue print copies of the�yionrasset wellfas plans. the 216 23 Y 6 Iu < with the letLers of approval uE this Comma O , TUDOR HILL ( 21 Inland Wetlands Agency/Conservation Commission reproduced thereon, 4 17 Q must be submitLed to this Cummissior. tt ettirnedIfe pto you forUd -Ind nftiling; O � 2� 0 � r niu r-te m,ylars, they will be rcr. r or 4 7 U A.ter._::rg k 20 in the Town Clerk's Office- 217 Yours very truly, 8 gP ° 1'l 1fr'aENG & ZON111C C0`11MISSION <�. 0) Ely: vg Loui:,e C.�l;van,, a 218 3 cot . Y -- ~ DRIVE ? CC R. Martel . 'town Fngineer 119 T. WAuria, fill ilding official Z NORTHVIEW W M. Banal: Plaitniitg 111rer;oI, � 3. Z$ t c 1{. 1S,•IIvvil ►e, :1ssc:.1ur -3 0 ! W, l.,initI g;, 1=irr .,:,r::h.1! Ltl 0 a. ! "tit cr P•,I IitI a"It I:. nt r,•1 .i,it t, . t : E✓ W " BEECHWOOD FARMS " 7 O a SECTION I ( SHADED ) J a LOTS 1 -31 = 15.9.1 AC, z z 0 U SECTION 2E ( NOT SHADED) z r W LOTS 32-62 = 15.40 AC. z z d 0. 0 — a 0: _ 0 I,.. OPEN SPACE //////// � �- o N z ' 9.01 AC. " _J W ra 1L s U. tL U_ LI_ u_ U. � TOTAL ACRES = 40.32 z z z z z z z r -"Lori al?South?. s 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CONN.06014 • - AREA CODE 203/644.2511 a O March 18, 1986 0 ROAD LaCava Construction Co. CENTILIED MAII. VALLEY 185 Silas Deane Highway PLEASANT Wethersfield, Ct 06109 Attu: Joseph LaCava HE: Application #361 - Deechwood Farms Subdivision OPEN SPACE CALCULATION _ 20,000 S.F. A --20 MIN. LOT SIZE Dear Mr_ LaCava: At the March 10, 1986 meeting, the South Windsor Inland Wetlands 18, 485 S. F PROP. AVG. LO T Agency/Conservation Commission approved with conditions Application 7 1/2 % LOT REDUCTION ZONING DATA A- 2 0 OPEN SPACES 0361 - 13eechwood Farms Subdivision. The following conditions must be adhered to for this permit to be 40.3 2 ACRES TOTAL TRACT ( SEC. I & II ? I. TOTAL LOTS PROPOSED SECTIONS 181II = 62LOTS valid. x ,075 R/° LOT REDUCTION 1. Approval of roadway construction within Ileechwood Farms 2. TOTAL LOTS ALLOWED SECTIONS 18► II = 79 LOT ( SEE LOT C ALC- ) with the condition that all stumps will be removed from 3.02 ACRES REQUIRED OPEN SPACE sites as part of the road construction plan. - 3. TOTAL ACREAGE BEECHWOO.D FARMS SECTION 181 SL 40.32 AC. { iNCL 9.01 AC. 2. Construction activities shall be subject to the approval of the Town Engineer. 0.4± ACRES STREAM AREA 4 TOTAL ACREAGE OPEN SPACE LAND FORSECTIONS I SI IS = 9.01 AC. (SEE CALC.} 3. The application shall indemnify and hold harmless the Town x 0 5 % of South Windsor against any liability which might result Y� 5, AVERAGE LOT AREA =18, 536 S.F. .�""""'•�'F from the proposed operation or FUSS&O'NEILL use. 0. 2-rACRES DE DUCT �.•�'�`'�'°•�C�NN�41, 6. MIN . LOT AREA ALL 0 W E D = 15,00 0 S.Fy \�� �. 0. = consulting engineers 4. We recommend bond in the amount of $25,000 be submitted to Planning G Zoning Commission to ensure Compliance with .n and must be submitted to the M']analog E SPACE (� "�• !<^�'►�, i� �' `l',. '' M A N C M E S'T E R , C O N Ee E C T I C U T tla Con ovation Ply 9.01 ACRES PROP OPEN / .� � an ttin1, tr, (:ont:trurt.icg:I actt.ii.ic.. // ��ir �r3?- `�';'f.Ci�f� an,! Zoning Conlmissic I -0.2 ACRES DEDUCT _ r KEY MAP = Ivo.62ss 0 �. ;. he lcr:nit is :alit. for EInE: :e:t[ arnl .:h:Ill �::1>itc• .t.lr�:h 10. - LOT T CA LCULATION l I, 8.81 ACRES OPEN SPACE PROVIDED :4,�-PFaISTE I q, low", �� •������8/ONAL CH�f,��� Very truly yours, 40.42 AC. B E E C H W 0 0 0 FARMS ? SECTION 11 36.38 AC. .459 A C = 79.25 ( SAY 79 LOTS ) MAX NO. ALLOWED REVISIONS o n M. an, Jr c %irman STONEHAVEN CIR. BROOKHAVENLA. Inland wetlands g Y - { 20,000SF. ) QUARRY BROOK DR., WOODHAVEN CIR., r Conservation Co ssion , Town of south Windsor SOUTH WINDSOR C O N N E CT I C U T ` PROJ. NO. DATE SCALE FIELD BK. DESIGNER CHECKER SHEET NO CC: William O'Neill, P.E. 200 2R _S G.B.M 84-410 A 5-27-86 air W. D. p. of A. a. Davies, Deputy Town Engineer i Ro•bu=t Gilligan, Choirmen;' Planning A 'Coning Commission Y = . � Thomas D'Aurin, Ililild£ng Official Peter DeMallie, Director of Planning } T..te Cw.. BEECHWOOD FARMS •�•��~ �� SECTION I `� NO. TABLE OF COORDINATES ZPQ spp100 FT. MIN. LOT WIDTH AT BUILDING LINE 32 N 169,222.00 E 195 ,292.94 Qao � 40 FT. MIN. FRONT YARD BUILDING LINE 33 N 169,502.42 E 194,674.73 0 s °i 10 FT, MIN. SIDE YARD BUILDING LINE 34 N 169,700.98 E 194 ,600.08 �'; 35 N 169,721 .64 E 194,554.55 30 FT. MIN. REAR YARD BUILDING LINE 36 N 169,456.88 E 1 94,654.07 ALL SOUTHASEMENTS TO BE WINDSOR FROM LACAVAEDONO THE TOWN STRUC ION CO. 37 IV 169,403 $4 E I94,771 :Of 38 N 169 ,370.74 E 19 4,783 45 $2°-Sqa�P�- \0 \0 BUILDINGS WILL BE PROHIBITED FROM THE CONSERVATION 39 N 169,354.34 E 1 94,776.01 27 ANo� a `� 56 EASEMENTS , ALSO GRADING AND TREE REMOVAL EXCEPT 40 N 169, 141 .50 E 194,814 . 69 A��Pqy� / THAT RELATED TO THE IMPLEMENTATION OF THIS PLAN -4 s a 9 v 17) ,381 S F �I s% TO WN OF WILL BE PROHIBITED. 41 N 168,930.99 E 1 95,025.2 1 s �p\NP v �, ,� TOTgL ' ,� u��,�, _ rr F SOOTN 42 N 168, 860,82 E 195 064.79 v o% \ b`. BEEC(f` t' wfNOSOJ� I.P TO BE SET BY THE DEVELOPERS ENGINEER AT ALL ' - y v / y\ °iA ��4,_� `qo, F « LOT CORNERS AND ANGLES. 43 N 168, 832.34 E I95,056. 79 Q}� z �� OPEN sP a�Ms _ C, , 44 N 168, 833.03 E 19 5, 126. 50 ��, sue, tr� oh- Sy O °3s'-��°' / ACE 45 N 168 ,850.85 E 195 , 1 17.46 �. 63 - 8,2.5 C a o =5000 h� co*��Qv Q T=31•o4' �s s� 101.5p, SEE SECTION ACRES 46 N 168, 966,35 E 195,060.57 Q 2 �v ^� °- 100 L=55.56, OPEN T 47 N 169, 176.86 E 194, 850.05 ,a O \ SPACE PLANS aC 28 / M°�o- \O�'� v m t00p0, NS 48 N 169, 333. 69 E f 94,$2) •55 Q 2�'0 o�, / ,�Oh o �� "r,,u^ o �� N 45°_0p,-0 49 N 169, 350.09 E 194,828. 99 41 u's�,, � �s�o�'m. 3 J0p °0'o W~' 50 N 169, 362. 53 E f 94,862.08 `�-- s 54p• 51 N 169 176.46 E 195, 272.28 6.04 34.8 °2.636,-p4„ BS / °_ G 3 8 COORDINATES BASED ON M.Q.C. DATUM 5 65 S 5fi°-32 -23"E N ° ° $8 0 ui AREA =-5147 SF _ A � f o d w �?;di, l °- 0 , Lit SAt+, pRY SEWER , 01 ,� �l3` \ O 3 r �-4. �o o 49 c 3MENT p / 2 O J04.J0 1I5.24 6'E �, ° a0., \\! IS, 8g S•F d O _ �- S 6 �•pa�9 9s6,' S #ya °- R3 SQ 20: JJ h f 5► 0 0 10!'o d 4T *44 <�5, 6 49, 08" � ! 0 S.F -� 60 � O � � O°• N 2>o • ! t' 0. 9�'i•. �S9°O C ->/ S R- 3°-49,- „ rn o Q o Q:3 - s r-RO .o�0f JJ o 8Uf p I5' 000 S F "—'0 OP �Ox'9 °"sO' R. #4l roo.00' ~� !7, 64 v, h• �o° >> '>4° SOC/ \ ,., S.F a p A R N F so u'o ,gi �'S �� 01 T �O q2/;9 Pr 1 6563 2 '"�g 450 0000` 'r9p f'-20„ ��0 ��,�o, ti �99°o'°/O 00 E L- J J4�0. \ 24, u'O \ 8 *4s 2g7 �2, g7 �2, <.28 4 - 3 260 1. �9+ E N 45°`00' 0p„ 29 d=/2o J 34'4r �C W +*4 R-`/S 2 O' 00" N 2sO-g °.00, O6„ WOOD —� 4 o C_8 ' \ i� S3 2j 38 132.051 N 450_00, 00 8s0. � W - �41ve 38 F S 4, �� 2 9 7 7 J. - A C• 4 63 10 01 s e^ '�' w - #47 ��, 1�O �� $52 S.F. 2>. 2 N •�'•6 d 0 c°F• \ �-N q o id, °S/ O , p N t /0, 9 60 O3o i — ° _ � N 37 o � O 16 , 202 S.F N 15 , 09a S.F. O N ato co 23 9 \ 1n is �is� 17= 693 S.F. r ' /S8 S �Y�So Z5 CO 8 3 a1!1 G LINE �O 4.p3, �. r� -A. L IN �o D 110. 62 I25.63 `� S F Cl N 6 �° LINE CT/ODD /0 \ N 55°' 18 -02` W —s !V 55°-I g'-02'`W 24 Q a'- _°. 23 N D S �`' g S.F. 12°-39 -02, ' / \\ F 1 6, 4 8 0 f R=200.00' 4�23°- Sp I\ p,S' '� o - T= 22.17 --2 p 23 T_ 4 J 0 h us 0 6, cP_ p 9 d• ' R.-�- Do- L=44.16 . . %�'- I oo w Ln w �'22 ° on, 6� :8J. hry o 3 to ` o o o Z a,- -0 o' 00., 5l• �36 63' ao too to 2 3 33 ,a-� 34 Q o f--- ��~ O� �hO � N co c,,� 3T `- s65°-36'-04„E 44 --2VO � g 9 P�2$��g �, 93 0p S.F N _1—� ,,bi -3 u+_ „W 44 k 11.4I a- 90 00 -00„ 4S r' �'°O 2�: 50�5a`�6 S F r in F r a 15,0 ------ �: 65°'36 04 F° R. �,, 's°o•O3' i co 171 74�J S N _`r- g 60` �o sn 43 N -iTs sS v \ Q �f v ° 2l 5 YY .\` ro p0' 42 42 33.00 ="T 3 31• g6.21 OF rY 100 / E loaao 500.43 41 n �, C'z�, 89 `D ut � 123•61 p4,E V o du'. 65°`36 K 10ap0 r— 'P, sOo F6+ +0 U 4 3g°- o �.— S p R Q 0 r--'S cA I- 0 28 \ 40 v 1 S .0 00` A r 8724 0,29 138.� N 65° -36'-04„Wp R 678 84100 0a UILDIN �r 10` 1a' 42 / 00° 00° � s �'aul °C3v^ 39 Q v A R ` ' °- 6'-a4„Wrr O p �,%s N o, xg?90 #st 3$ � — N 65 loa 00 43 = 26 , ,03 $ F J 36 ua ° to fibs'-30„ 37 257 lao oa 44 -� 000 S F o ' o, Q~ R - 2 p 37_r 3 E o- 1 , �,, g 6mo_36 rp4 sa 97'° w r� ° l00•00 - o o z \offt3z 45 0- , l5 000 S.F — p 0 50 L-90,00, 22.63 W o-� m lV L=6 8.37' o 46 _ ;o O ,n N _ R=300.004 JJ '-20„ o- ,- Fa l5 ,00 S.F. °� o \ 51 r`45. p_13 03 �30 O �Q 34 R=300.00 � °w F � N � � 1� 206• / O �,__ T= 34.34' 047f ° t 15J) 5" _ _too cs o N Z 10' 10` `f ua 48 _o_M 000 S F \ 10o.p01 52 t� � � o cf Z � �1-/ 3 049 0� 15,000 S.F �' 100.00, o _" - 50 - N F z ao' ERVATION EASEMENT 1 \ O � y6,623 S �N 1 _ 1pO Np G0N5 / �' i 1 0, N DRAINAGE A 1 \ Z u ° N G 40 N S.F ti 10o p0 \ h t t r tn,,,�ri X �[/ 22057 M ® v '4 '',, 100.0 04„ \ `��'�lam D=�'�f�T�, v � r s 65°-36 E 10 \ }, -3a+r• f`p.� 4•,`�G�' c. )nsufting engineers o apOt `` fVIAMC !, ESTER , CONNECTICUT t" la ------- i HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE = � �� PLOT PLAN 7,0d PREPARED IN ACCORDANCE WITH THE STANDARDS OF A = ��=A, A 01�o�++`+ �F 12 CLASS A^2 SURVEY AS DEFINED IN THE CODE OF PRACTICE '•s�F'��Z'¢� `++, 'I B E EC H W O O D FAQ M S $ I I FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, �•.q�Dsa�•`� ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE REVISIONS SECTION 11 15e.03 _. CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. o SOUTH WINDSOR , CONNECTICUT 6 PLEASANT VALLEY HOMES L.S. PROD. NO. DATE SCALE FIELD BK DESIGNER CHECKER SHEET NO. O y n 84-410 5- 27-86 1 = 40 217-B G.B.M. -W.D.O. 3 of 9 R.P.W. N 1 JOSEPH MERRITT a CO. BEECHWOOD FARMS Nv1poo SECTION I NOTE o - ' I A GRADING PLAN FOR EACH LOT SHALL BE SUBMITTED TO THE TOWN FOR APPROVAL BY THE TOWN ENGINEER BEFORE A BUILDING PERMIT IS ISSUED. THE PLAN SHALL SHOW THE TYPE OF HOUSE LOT GRADING AND FINISHED FLOOR ELEVATION. - 72 j >o THE INVERT ELEVATIONS OF SANITARY SEWER AND FOUNDATION DRAINS SHALL ALSO BE SHOWN, FOUNDATION DRAINS �\ \ SHALL BE INSTALLED AND CONNECTED TO THE STORM SYSTEM OR TO A WATER COURSE AT AN ELEVATION ABOVE THE 8`-I�RC / \ I00 YEAR FLOOD ELEVATION. ___74 \ 2 THE DEVELOPER MUST RETAIN AS MANY TREES AS POSSIBLE ON EACH LOT. / 3 UNSUITABLE MATERIAL MUST BE EXCAVATED BEFORE FILLING DEPRESSIONS IF WITHIN BUILDING LINE OR ROADWAY LIMITS. TO 4 THE DEVELOPER SHALL NOTIFY THE TOWN AS TO THE LOCATION AND METHOD IF STUMP DISPOSAL AND THAT NO REMOVAL �° C, _ - VII Y �/ Q p E \ p ,QA 1! wN pF So OF OF STUMPS WILL BE ALLOWED UNTIL TOWN APPROVAL IS GIVEN. �" \s A�'Q L7��C� wINDg0R 5 215' OF 4' WIDE STONE DIRT PATH (4" DEPTH) WITH TREATED WOOD POST AND RAIL FENCE LOCATE A WOOD F CENTER OF PARCEL 'A" TO AVOID TREES.OREN PATH !N THE APPROXIMATE e f Iy Q 55 �/, I 1 '9� ACRES 57 213 1 4 . ( o gal -70 sdII WATE 54 so; � � �� � � � \ si \_ row op �a � LC � ' � ' - _ ----~--r �� TC1 Sorry so- C op T r,t / F Sp go /� \ � =`\ CSC W 0 0 D E D 6 R a\ S \ � 7 L M 1`� i 4 ~ 78 v 6 .35 5 �`` �� 38 l WATER \t _. o ` S /. 84 30 �\ / 6aa 39 - ` 80 1 \ \ \ WATER / g WATER 0 0 D E cT pD / WATER / 3fi 40 4 \WATER 9 �.� /1 ! WATER WATER 32 I I / -8 D g0ti 8t pVC 5AN � 4 �tt.4t / ► ? 43 tt RCP PVC I F 1 ? 'r \ 84- ---- 4l 19 , pVC `tC � . �\ / •� `�� . / \ 41 �" -- ID ro ROO MAM1 B \ AaC as.� ,RCA � � �• 39 x _ Qt� A 4 / � - 3 r A. � � I ` � �5 i ER so L4 4 �� 82 � ter~ CID 46 TER 48 / WATER EN f 52 O o /� /. 50 1 WA ER•�::.:\\ j �• / � ! �1 / TION Ep,S WATER �, � r' / E AND 1 / m \ I � / - DRAINAG m JJ m r� \ > _ ._ — ,:� \ �Ta ,•'� . FUbr;2 EIL o,`-'0 = _ o >nsulting_engineers = MAN (' FESTER , CONNECTICUT Na.6299 ,,. TOPOGRAPHIC PLAN DI BEECHWOOD FARMS R EVISIONS SECTION 11 7 � SOUTH WINDSOR , CONNECTICUT OPLEA -ANT VALLEY }-TOMES PROD NO. DATE SCALE FIELD BK DESIGNER CHECKER SHEET NO 84-410 5- 27-86 I" = 40' G B M .400 . . 4 of,9 JOSEPH MERRITT a CO. I BEECHWOOD FARMS SECTION I ��, - �Q NOTES: o 9 20 °RP�NPG QUALIFIED SOILS ENGINEER OR THE TOWN ENGINEER SHALL 013SERVE UTILITY AND ROADWAY EXCAVATIONS 8'-18" RCP IN ORDER TO DETERMINE THE NEED FOR UNDERDRAIN X MODIFIE �JPRAP DITCH AND ADDITIONAL SUBBASE FOR ROADWAY. 27 � LEGEND 4ENI a1`0N p,SE ' 6- TYPE "C " CATCH BASIN tT pN`'PC'6 CQ. r'0 oap�N ` STANDARD - � ENDWALL T © STORM STRUCTURE NO. w r r O W N O F g 0 UT r H WINpS MANHOLE �°a �'� NpI�VO Qp oR �P w MANHO ITH 2` SUMP OPEIV FARMS u _ o�e� 55 FOR E ER Y plSSlPATOR s'PqC E WATER MAIN NOTES 28 00/ Q 8,25 ACRFS I. ALL HYDRANTS INS "TALL 8 x 6 TEE (HYDRANT TEE APPROVED) 'r � INSTALL 4 LOWOFF 57 , 6 GATE RESTRAIN B CK TO VALVE (OPEN LEFT) W/VALVE BOX, !2 GATE VALVE AND HYDRANT. RESTRAIN ALL FITTINGS - 0+0 =�- C L- DE-SAC - TOGETHER• SET HYDRANT 2' BEHIND CURB. / _~ 2. ALL WATER GATES TO OPEN LEFT. o INSTALL 4°GATE VALV 58 `�-�_ AN 42'R o. * � (OPEN L FT ) pvC 5 RESTRAI VALVE �-- 3. MAINTAIN 2 CLEARANCE BETWEEN OU TSIDE ► h � cs: �� OF CATCH BASINS AND OUTSIDE OF WATER INSTALL 3/4" x I"CORPORA 10 MAIN, ! CLEARANCE UNDER ID OVER�� �--_ ER S FOR STERILIZATION TES STORM DRAINS TO BE BACKFILLED WITH Ck. CUR q q l 0= 52 0-07-20° SAND AROUND FACILITIES 5g 4c' R= 175.00' "O L= 159.20' I1 T= 85.58 ' I 10 o A IS RCp IN 7_0w �� STALL HYDRANT N s r 4 f CL p 1 SSEIE WATER NOTE 0'c Sod ' " C/6 ry INSTALL 2-4 ' I/16 BENDS 8 PVC gqk` � ! 62 / � +� 29 RESTRAIN FITT S AND 3 �qr�R BYIy 15" o 20`OF PIPE IN 80TH RECTIONS, p RCp O53 \ -.t 320'-l5„RCpN 45° 00-00,1w C N y ' R 4 �C WOO _m INSTALL 8" 1/16 BEND �C� �� D LA Nr� � p s RESTRAIN FITTING - G335 s AND 20 OF PIPE !N T \/ DIRECTIONS \ 2 '38 7 �r� '� �� 8A C o L < 501 INSTALL 8 x 4" CURVE DATA DATA 39 goo REDUCER A 690-23`-56" Fc moo R =16 .00 Q �i 35 L =199.86 -oG \ �'L AN31 /\ �7 INSTALL HYDRANT • 36 Lp SEE WATER NOTE I 'Lis 1.v2 INSTALL 3-8"GA E { OPEN ` SECTION I / �~ �f INSTALL 8" 1/16 BEND WATER MAIN o RESTRAIN FITTING AND t 20' OF PIPE IN BOTH "�~ w- N + l DIRECTIONS. ` P 33 34 0 m_ REMOt,'E 8"x 4" REDUCER �, G� ^ AND BLOW OFF AND �-�- fO -o .o� CONNECT "� rn a C �QS NSTALL HYDRANT _s ` S' pvc SAN- � �tt.4t 4 z -- .,-190 Pu. s+ \ SEE WATER NOTE#J_ ~� lv ,•� �0 43 " RCp g0 8 p ♦ / �`� ROOK R Z �t �5 vc 0 Y 4 7+3 F t 3S CURVE DATA Q U p►RR QVC SAN. ' 42� 3 00 4t 190 i �O =380-28 -30 R =275.00' CA L =184.67 D C r ao g CL D 1 HANDICAP RAMP ' 8s �'- ` / S BY M 3S x R _ - T= 95.97 �- — r f WATER M 39 N 65°-36Q4 6" SAN. LAT. TYPICAL P NYD fix\ 1 g" PVC 38 EACH OT ? 42 0 Q` /00 37 ..r 19 0 _ I� 43 Pvc 3257 _ ��URVE DATA \5 G O P.T.37 t v " R= 175\00` !ter ��, 1� � • INSTALL 8 x 8 TE L =274. 88' 1 �� 45 RESTRAIN OUTLET 3P J� AND 20' OF PIPE T =175.0 46 y SOUTHERLY -+ s co co � rn o l(n Z 1p N MATCH EXISTING OADWAY 50 �rr r o AND SIDEWALK U l !8 c�C9 01 50 m CON5ERVATrON EASEMENT 52 �� �'- ` 51 1 m / REMOVE 8%"4' EDUCER pRp1NAGE AN 1 \ AND BLOWOFF ND CONNECT on- _qr4h &0 IMt L milm ESE m Ar .♦♦�P,f+ M o. : �� !O r 3 c )nsulting engineers/ t - = ► ESTER , C 0 N N E C T I C U T p 7 o O .I No. 62,99 •�_4� o�,,��� ♦. PLAN '11 ,'QMAI •...... BEECHWOOD FARMS " 5 6 O 0 REviSIONS 0 - SECTION 12 JUNE 18 , 1986 PLEASANT VALLEY HOMES p 1=� �� ' I �E'� JUSEPHMFRRITF&CO - SOUTH WINDSOR , CONNECTICUT PROJ, NO. DATE SCALE FIELD SK DESIGNER CHECKER SHEET NO. 84-410-A 5- 27-86 1" = 40 ` G.B.M. ` _. _,. G. J.M. W.D.O. 5 of 9 q ....... ....... ... ......... ............. ........ ------- 7 17. 7 7 z ...........I.. ... . 7. 7 .7. -7 ':7 q w .......... ......... ........ ... .......... ........--- ...... ............. f .......... ........... .......... ...... L 7: 77 7 A 7777 7-7. --------- ........ a. I v ...... --- .7- ........... ........ .......... ......--------- ............ 7 ...... .7 ......w -w ........... ...... ....... ...... 7" 7* *.-" - -- . ....--- . ..:. :7 �7 .7 7. a ........... ...... 0 74� 77 0 0: CD— P.P ........... ------- 17. -7 .30.......... ..... ---------- ----------- ....... ....... JR-0) E Xrl'r1N G---I R 0,U D..'..:" T. . co - C 7 RQ co co . ....... ........ R A Q-E 7- ... ... 7 7 .. ....... ... ....... ... P, ........ CL uj .......... Cq 0 7-- 14 1 co -7...... ID .......... 0 .......W 0 0 7 0 ....... D + o :d 7 ..... ........ ...... 0 Bo' v -4 '-7 .....I.... -1_ 7 I.DC 7 'v; 7 -T— IDU fo 7 Z; 777T .1 WE a-T C.E - I N 6'C t6-3 . .. v S '-75ZG- ............ 4' .......... .. IN 7..?-::3 1 0 . . ........ Lo c-i 00 00 I I OD 7— Cc: CD > -7 L C T 2-y0 LVCI:10b L a. �1141 7 7—r— ...... .... 4 c) 411 3 46 415 35 Luui -u- -T t 7 r c t I Cki i 1—11 -- -A 0 -------- ------- --.L-- L+j 7 c ------ LL Ipf I -4 f LL: a) r -FT- 4r AT C P 72 I R q.P ro s .500/0 t ri An Of- I I IV. TI.2-2 I NIV 66- Ivv. I 7 t I . . .... . . F i r I-N V-. 81 TER COU 1 .*A q S El........ V. t U-5,B I Wk. 69.14 T;0-74 NT-IN C I' [D L4- . L Q A R RY BIR 0 -1 INY. 68.5 -6. 5 Q I N V- s T 01�:--! 2�5, ..........i— --7 -T I MODIF I Eq RIFrFR-%jA-rP-- HM10 L 4 ............ 7 -T Fr I t 7 V C­ ..... . .. is p N I V. G: 4 -7— NEILm Fm '6401"'II&OF L -s -ig 1 %7y-X consulting et ineet f OF r MANCHESTER , C 0 14 N E C T C U T # PROFILE 9 T T Vt —F I t 1 1 t .7] 0 1 2 3 4 BEECHWOOD FARMS REVISIONS SECTION JUN E 18 , 1986 D I--C 7Z SOUTH WINDSOR CONNECTICUT -T— PRGJ. NO. DATE SCALE FIELD BK. DESIGNER HEET NO 84-410 A 5- 13 -86 I"=40' HORIZ G. B.M. W. D.O. 6 of C) JOSFPH MERRITT&C(­ I"=4' VERT. Emma .......... EROSION & SEDIMENT CONTROL NOTES CONSTRUCTION SCHEDULE •' BEECHWOOD FARMS + 1. All erosion and sediment- con I trol measures will be constructed n i ,. - _ SECTION I �/ pp I. A GRADING PLAN FOR EACH LOT SHALL BE SUBMITTED TO THE TOWN FOR APPROVAL 1. Construction will commence on or about June 1986 and be accordance with the standards and specifications of the -Guidelines 25 ' '/ completed on or about June. 1987. (UTILITY ANO ROAD CONSTRUC'TION) for Soil Erosion and Sediment Control by the Connecticut Council on HAYBALES i \� BY THE TOWN ENGINEER BEFORE A BUILDING PERMIT IS ISSUED. THE PLAN SHALL soil and water conservation: / _ f _ SHOW THE TYPE OF HOUSE, LOT GRADING AND FINISHED FLOOR ELEVATION. THE 2. Place haybales and/or silt fencinn as shown on nlan`or where 2 Erosion and sediment control measures will be installed prior to / INVERT ELEVATIONS OF SANITARY SEWER AND FOUNDATION DRAINS SHALL ALSO directed by Engineer. Mpiriod. or replace as required construction. see construction schedule. ypt\aSE�� BE SHOWN. FOUNDATION DRAINS SHALL BE INSTALLED AND CONNECTED TO THE STORM throughout construction period. SYSTEM OR TO AWATER COURSE AT AN ELEVATION ABOVE THE 100 YEAR FLOOD 3. Prepare stockpile areas and should be with haybales he silt 3. Land disturbance will be kept to a minimum; restabilization will be fence. The location (s) shoulc! he established in the field scheduled as soon as practical. 72 0 \ ELEVATION, and approved by the Engineer to assure the most dPsircable q, Seeding mixture for finished grassed areas will be as follows: \ \ locations. The roadway excavation will be used on site as MODIFIE lPR DITC \ 2. THE DEVELOPER MUST RETAIN AS MANY TREES AS POSSIBLE ON EACH LOT fill material for depressions, therefore large stockpile Kentucky Bluegrass 45t, Creeping Rea Fescue 45e, Perennial Ryegrass 8 -18 RCP 74 J`�' '1� forathelfoundationmconstructionslmaymherrequiredl.pile areas season Seed to be applied at a rate of 4 lbs./1000 sq. ft. Planting \ / seasons shall be April 1 to June 1 and August 15 to September 15. / \ \ _ STANDARD END' A L �� A Construction installed but not before erosion 5. Areas re ei left bare before Finished grennia and seeding is achieved W I` shall receive a temporary seeding of Perennial Ryegrass applied at a `- "� rate of 2 lbs./1000 sq. ft. at a depth of 1/2 inch. Limestone f 5fi \ 6g 5. Begin appliedlast seedbed ppreparationlat al rate aofe90ulbs�./1000ssq. ft. e1 PF / i �_- \ J i 114 P��ps�,�, , •\ J � \% \ \ TQ wN seed and mulch all slopes exceeding 4:l x£ permanent - Planting seasons shall be March ] to June 15 and August 1 to October FR F �� / / HAYBALES OR rr OF SQ stabilization is not completed at this time. All other areas 1 y N5 GE \ W 0 0 E D Q/p Urli w not temporarily stabilized shall be protected with haybales ` \rd ° aP / /\ /\ SILT FENCE i0 13 INDSOR and/or silt fence. 6. Areas to be left bare before Finished grading and seeding outside of CNW planting seasons shall. receive an air-dried wood chip mulch, free of ' 6. Prepare subgrade for paving and prepare all disturbed areas coarse matter, treated with 12 lbs. nitrogen per ton, applied at a /i \ �Q OPEN P� nr �H R � rl for placing topsoil. rate of 185-275 lbs./1000 sq. ft. MAN NO-LSE Wy_ H 2' SUMP` \' \ I Q !y SP = w � \ � R \ � \\ � $ 2 A ('' � 7. Place pavement, topsoil, seed and mulch. 7. Haybale and/or Fabric filters will be installed along the toe of all I o ti / FOR ENER�rY DISSIPATO }� _ `+ cut and fill slopes greater than 4 to 1. 1 AtrR Remove a31 temporary erosion Control devices only after all �, �• �� FS areas have been paved and grass has been well established. 8. Catch basins will be protected with haybale filters throughout the construction period and until all disturbed areas are thoroughly n55y`y� stabilized. (57) \\ / \ _ f O0 9. All control measures will be maintained or replaced during the Cconstruction period, as necessary or required. I 1T A, �� 10. Additional control measures will be installed during the construction period if required, or ordered by the Engineer. �!� il . Sediment removed from control structures will be disposed of in a I I _ \ \ L / � f— ' manner which is consistent with the intent of the plan. 70 i �-� \ g¢ _ J f f f f� 12. Contractor will be assigned the responsibility for implementing this erosion and sediment control plan. This responsibility includes the 58) J b8 !�_ \ / installation and maintenance of control measures, informing all �� / f �� parties engaged on the construction site of the requirements and C rJ O ` ^ti b' \ / ' i \ --�` 7 - �" -- — \ / obiectivesof the plan and notifying .the proper Town agency of any �~ 'f `` _,``\�� % transfer of this responsibility. The Owner shall be responsible for 72 -f --r_ ` \\ conveying a copy of the Erosion and Sediment Control Plan if the title 7 S `\ to the land is transferred. -74 _ / — \ WATER-� ` s \l \ '` Y ' ! , 61 / �— / /, pF 15"RCP l , f _ _ 1; - _ _ -r �\ / 0,0 0,4 '6D2 / G SA / \ �7¢ I ' \_,I so 0 /p ; I E D / 1 ' f-. \ �.,\ ',• ' RC 78 \ i / I 3 PC j wATE 51 \ 37 fir ` l f WATER S �_� j `�� 1 WATER Al ' 35i / �� wFTR` �� A \W 0 0 1 D E D /- w4 36; I _J \ \\ _ - �C. � WATER �y •� � \// .� 3! ( / i 1 1 i / , _L V — ` �• 32 �3` •84 8Z -41 a -_ fJ' \ '\� -•� r , 1 / ,•�'�� /: \ jr �, HAYBAILES . i r .—lg0 / PVC kb �, is J / ` �r~J� r� ��• �� a / \ / \ �S \ \� i / �` \-RGIP 1 SAN ���� _ /J 1 ter— r- Y..� - �err 1— — / 1 �'\ / \ �\ �• t 3 --- - - - -- _ _-� QU ROOK ( - 143 82 6 -37 �,L• �� `� 1 l . .-,�� ` - �`C �y �� ,_ C\`1� V 1 .8 _ ' `r ' / l~ 4 /�R ��— r \ \l ` i" -`'� �1 1 '��J ! ' / r r -- / \ / i / TER is 4 o> — �f \ I k 471 t / / / �/ / r ; 8� r ', \ t HAYBALES WATER 51 EASE O CID / . SCE . iVIAi;ER \� i / r / �' i G�NSEPVA�1 O /I / >ti \� ` Ii f I `HATER �Av� AND . c Z Ci % � 1p rpurrrriii� FUS �i&OFN g f G0NNC�, r / �' j r \. I \� / !/ O l `�\ �•� ��'`p�� O. p r�P - ! X Est 1111'li.I t-1 It.,p r 1r!t-'I I J 1 r & ,'.�P ti'`� M A N r' I- E S T E: ri , C O N N E C T I C U T CO J Io ; 6zgs - CONSERVATION PLAN 4=Qfe. 11 ri ++ BEECH WOOD FARMS HAYBALES OR ', / 1 I � t 81DNAl��rti�' t ••,,rrrrrrrrrr SECTION I 1 SILT FENCE 1 REVISIONS 5-16-86 .;a f SOUTH WINDSOR , `� ONNECT { CUT pR0 NO ')ATE SCALE FIE1 n 9K DESIGNER CHECKER SHEE i NO 7: I. ! PLEASANT VALLEY HOMES + 4'- 83/4" 31-93/8" TOP OF FRAME APPLIES "Y" BRANCH ( INSTALL"Y" IN THE BALED HAY OR STRAW PRECAST CONC. UNIT DIRECTION OF FLOW } tr rr Ir 3. 2" 2'-23/8" 2'-23/8" 2" CROSS N 2 2,- 63/8 It 2 a SLOPE -�. J13 J BALED MAY OR STRAW`L , GRADIENT FOR SERVICE PLUG , °p �;rCONN EC TION AT TOP OF \ ;� `; "ie' , 30° BENDMAIN BALES TO BUTT \ + + l `` I , , " 5 8 S= 2% MIN,TOGETHER I ° I° 1 a ° �° 1 ° 12" 12" _ .� ( I t 6 PVC TRENCH WALL 6 2'-8 3/4" En 2'-13/8' o � -Er- FLOW � FLOW � N � '`-��•"�•' •,, � ':.`•• ','� I PRECAST CONC. ` — „ �� MASONRY UNITS §, '3 r a ° _ 5 „ 5tr > 713/16 213/16 -`: SEWER MAIN :,•. I I Cl J /'7 , n , ' •� 6 + } :. PIPE • � `,r` z j , rJ FLOW 0 1a 'a t 1a o + I ;BEDDING ;MIN ! MIN. oil w t a ii ' '�: �• t• 18 0 0 I � ' 2"3 LONG STA ES _ r r,•tt; ":` °' ;�; - K 3 , ! ,�. POURED CONC. `_- ;c' I CLASS A CONC OR REBARS EACH BALES TO BUTT l� ; . BALE TOGETHER '� !',• '• OR PRECAST SUMP :_; rf a',� ELEVATION < I I „ `:�t''•.• ."rL/i",.'ti'•3• if ..� •r��' .'1:�:+1 `j�S•+�'•:T;L� f>•,';�..�`• j.�';•��.�; A L?a�`.i�"J�;�,'i}tri.�'' •~• `'C _.___.._._.—_--- �j .'t ;;�!: ��SY,`{..y-};,�•,�.sy'�' �i•/'1 I'}'f.f4�.: i,•.l.j�..-vi;�.'rC{'' .i•�j:�ti.!1t••vl• •,;�, I ( 6 PY �r 8i1=J(D 4'-0" 8 ' 8" 3'-0" 8" NORMAL SERVICE CONNECTION I I PLAN PLAN -1 I ' 5t-41/ 4'-4" NOTE: ALL CATCH BASINS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE - UNTIL PAVEMENT OR GRASS IS ESTABLISHED. to FRONT ELEVATION SIDE ELEVATION BRANCH SEWER MAIN 6t± + _. �.. FILTER FABRIC 2-3'LONG STAKES OR REBARS SUBBASE ;. a- OVER GRATE EACH BALE pE �� �� BASIN o TYPE C CATCH ASI COMPACTED BACKFILL AMEN l/% �� 12' 6" MIN. OR TO TRENCH WALL WHICHEVER o IS GREATER EXIST. GROUND TOP O F FRAME E I SAND 4'-83/4" 3'-103/8" BACKFILL 4 J CATCH BASIN 2"-3/8" STONE ELEVATION EXIST. GROUND OR PAVE M ENT (D6 NOT 2" 2'-23/8" 2'--23/8" 2" 2" 1`-93/16" !'-93/16" 2" COLLAR STAKE IN PAVEMENT " jJI 6 PERF" HOLES U P --- 3 DEEP SERVICE CONNECTION .. � SECTION - ;'�r�,•- + jL,:t:"• 3/8" HOLES UP 3 SECTAT TOE OF SLOPE '���~ ' .r,�,�r ,: 't AT LOW AREA ^ �� � .:� . PRECAST coNc. c° '�•`•i:-''_ r:r* � -�-, . i; TOP UNIT 4 r �'r "M N. 6 I NOTE: QUALIFIED SOILS ENGINEER OR THE TOWN ENGINEER SHALL 3 3 GRAVEL FILL IF OBSERVE UTILITY AND ROADWAY NOTE: 12 2'-8 /4" i2" HAYBALES SHALL BE MAINTAINED AND /OR 7" 2-6 /8 ' 7 ' ORDERED BY ENGINEER EXCAVATIONS IN ORDER TO DETERMINE THE NEED FOR UNDER- REPLACED AS REQUIRED OR AS DIRECTED BY DRAIN. THE ENGINEER -SECTION SIDE ELEVATION UNDE RDRAI N HAYBALE EROSION CHECK NOTE: FOR BOTTOM PORTION OF STRUCTURE SEE TYPE "C"CATCH BASIN. S' MAX. ENDWALL NOTES : TYPE SELF-SUPPORTING PRECAST CONCRETE TOP - FENCE FABRIC - ORILT 3' BATTER ON WING WALLS ATTACH FILTER FABRIC 4%4"WIRE FENCE EXPOSED EDGES SHALL BE BEVELED I" TO WIRE FENCE W/ STAPLES OR HOG RINGS WOOD OR METAL POST FMe L - — �- ( � FLOW 12 ! f I I SELF-SUPPORTING SILT — FENCE I I _ FEONCCE FABRIC -� ILTER Li I FABRIC•ATTACHEDCOL N TO 4 x4 WIRE -FENCE � � � SO. WiNQSOR � I I 1000 HEAVY DUTY FRAME �i = , � /!^ _ itr�ri /t=7Tf��T — r 7 \ BRICK - ADJUST FRAME TO -� ` - -- � �- --� � — - - � � � - - � . _ \ o AND COVER I I 11 1.5 gyp' � FINAL GRADE WITH MAX. F7=. j \� I ��� HEIGHT OF 12" OF BRICK I I I + I I I I I I BURY FABRIC 6"� cl BELOW G ROUND — I PRECAST SLAB TOP U U U CLASS 'a" coNc• ELEVATION SECTION CQ MODIFIED B RIPRAP ON I I/ S •�" r"' ` ',..,' 2 D 1 I/2 S z a a 12" GRAVEL p BASE o N - U X �o''' N N SIDE ELEVATION FRONT ELEVATION co _� _ �' ; `, SILT FENCE z a s: ,• ' 2,-0" DIMENSIONS a• - ILL- 5 MIN. 5 MIN. INS, FT. & INS, FT.& INS. FT. & INS. FT, & INS, CU. YD. o i z / 4 LOAM 8& SEED 11 , It t 11 , 11 r 1 it —r 2 I I /;e G ../ (V ZA e\ 18 I - 8 5 -0 6 -- 6 2 - 0/2 1.83 �r. Ia.r• • .• r i -. .►��''1Fuss-�� °o ► M r • 5 4 Q I A. 5 ————— FABRIC _ consulting engineers ' �^ "`� FILTER '4 ` � `' ` *4,* ,' ., r MANCHESTER , CONNECTICUT 4'-10"DIA. _ - e< 6299 STANDARD ENDWALL 12" MODIFIED RIPRAP =po=�fo o ,l''a ,•`• DETAI LS Ell„ B E E C H W O O D FARMS " 12 GRAVEL BASE •���..,.•,,, _ STORM MANHOLE REVI51ONs SECTION II RIPRAP DITCH SOUTH WINDSOR , CONNECTICUT PROD. NO. DATE SCALE FIELD SK. DESIGNER CHECKER SHEET It-, 84-410 A 5-27-86 NO SCALE 217- B G.B-M. W. D.O. 8. of FULL CUT CONTRACTION JOINT MANHOLE ADAPTOR FOR PVC PIPE A SO. WINDSOR 1/4" EXPANSION JOINT (TYP? HEAVY DUTY FRAME AND COVER i 8" 8,1 i ` . 6"MIN. BRICK -ADJUST FRAME TO FINAL GRADE WITH MAX. HEIGHT OF 12 " P. •0 6" CONCRETE SIDEWALK r ;e' ' °• - SIDEWALK r CLEAN-OUT I 8" SEWER MAIN GRASS PVC TEE BRANCH b 2 DIA. 4 0 ` - BIT, CONC. RAMP MANHOLE ` WALL ° 8" MIN. CONCRETE THREE SIDES2 LU SLOPE CURB > 1 '. o: 8" PVC DROP PIPE ° 0 0 INVERT �'<" COMPACTED BEDDING 9 _ Q i MATERIAL 2- ' '[ 0 =�' -O 10-10 MIN 20 MAX (DRIVEWAY) 3 -0 2 -0 A a a'• ' SLOPE .� ' 8 PVC 90° ELBOW —' MANHOLE ADAPTOR x p' 4' -O"'II n A ° °.. °• FOR PVC PIPE _ a N N a.PLAN ;'. '' RUBBER "0" RING GASKET' 0 o n ; v �)r1 �f A 5`-0" 4 -0" I2" o A PARTIAL SECTION Q' ' MANHOLE ADAPTOR l� 12.5 /o M X PLUS GRADE :'; 0; jl ,, 8 /o MAX. NEG. GRADE FOR PVC PIPE , -- 1/4 / FT. SANITARY SLOPING , { z _ INVERT TO BE I LIP * : - 5 MIN. SHELF 5 MIN. _ +, ° DROP MANHOLE TO DRAIN a: BRICK LINED - •a 0 3 END OF PIPE SHALL z I I BE CUT FLUSH WITH 6" CONC. SIDEWALK WITH CONCRETE FILL INSIDE WALL IIAIi, ' 6 x 6 -W I.4 x W 1.4 WIRE MESH ; 8" GRAVEL BASE BRICK LINED INVERT �� :• n ° /%� GUTTER AND SLOPED SHELF '. d v , b : a . • a•., a °, v , o'.�j LINE � ll� . ' I BITUMINOUS SURFACE COURSE SLOPE 2" BITUMINOUS BASE COURSE - 1 M 5" 4'-0" 5" f A I SECTION �a Q 4 10 DIA.4* A = �4 I` BITUMINOUS CONCRETE DRIVEWAY I 1 l SANITARY MANHOLE l Y, SECTION A- A o, 30'-0" TOOLED JOINT 5`-0" 5`-0" 5`-0" 1/3 SIDEWALK DEPTH _ EVERY 5' PLAN A STREET LINE CU 1/2 PERFORMED FULL CUT CONTRACTION JOINT EXPANSION JOINT EVERY 30 III SIDEWALK SIDEWALK PLAN °' ` oN ,� ` `GRASS ` SLOPE ! II SLOPE ; .•., � - � ! I �I � I If � � f 1 � � I � 1 •',� .- i t , � 50' o" R.O.W. � I � GUTTER LINE 12, - 0„ E31 It A !2' 4,-O„ 7'- 0" 7'-0" 4�-0„ 12" PLAN APPLICATION A4AV. —� Ind` OF GRADE I_d. „ /4/FT. / Fr 6„ 6 2 F MAX .`. '.. �- 3/8 / F T 3/8 / FT. --� 8' MIN. 4"MIN TOPSOIL SEED & F E R.T. . 12„ 5" CLASS "C" CONC I" BITUMINOUS CONCRETE SURFACE COURSE 5" CLASS "C" CONC 8" GRAVEL BASE 6" BIT. CURB 2" PREMIXED BITUMINOUS CONCRETE BASE 8" GRAVEL BASE 3" 9„ PAVEMENT MAX . • • ` - : 6" PROCESSED AGGREGATE BASE b :e 6" BIT. CURB ;; • •► "••�>•�.. •.•. 6" ROLLED GRAVEL BASEFUSS NEILL �'= ++++`pfecokp`�•., A QUALIFIED SOILS ENGINEER OR THE TOWN 4 Q •` �' .P °•=`G= _ consulting engineers ENGINEER SHALL OBSERVE UTILITY AND ROADWAY 8 y �'� ti ;�= g 9 EXCAVATIONS IN ORDER TO DETERMINE THE NEED - /,? li . =: °Z. MANCHESTER , CONNECTICUT FOR UNDERDRAIN AND ADDITIONAL SUBBASE FORg j;;`' ,�,.• , ; ;��� ROADWAY. a J. DETAILS !♦p„FfO/3YERE�rr'r„4a��� ''''f$9j°NAL'Ef<G s•''` " B E E C H W O O D FARMS " SECTION A- A SECTION I[R)~VISIONS HANDICAP RAMP BITUMINOUS CURB SOUTH WINDSOR , CONNECTICUT PROD. NO. DATE SCALE FIELD BK. I DESIGNER I CHECKER SHEET NO. 84-410-A .5- 13-86 N.0 SCALE 217- E G. B. M W. D.O. 9 of 9