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Home My WebLink About87-93 Mountain Laurel Estates Plans ' 'Town al s-o'U�lt Ulmd-, n 16 ;If, for any reason, -finished it ` -is not completed, the Town.EnS _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR.CONN.06074 tamount of a cash bond .to ensur6 4^eco'� AREA CODE 203/644-25I1 'work. - This cash-bond must be.sul. i (of a Certificate of Occupancy. l March 13, 1987 17• 'Mooting drains will be required for '••he building of any structure on `a loL drawn to a scale of 1" - 401, shall be a-. lot-in the subdivision,'showing proposed co.,, Attorney Harold R. Cummings and the locatkon'of the footing drains: No bui. _. 1665 Ellington Road will be issued until the proposed contours, floor _ mouth Windsor, CT 06074 and location of footing drains have been approved. by Town Engineer. O Dear Attorney Cummings: 18. Drainage for this subdivision is subject to the approval of 4' the Town Engineer. 4 A) RE: Appl. 4I208, Mountain Laurel Estates 19. Prior to commencoment of site work, a meeting must be held Please be advised that the Planning 6 Zoning Commission voted on with Town Staff. March 3, 1987, to approve the above application for a subdivision y in an AA--30 zone, as shown on plans prepared by Gardener and 20. No building permits will be issued until all the conditions Peterson Assoc, dated 10/21/86, Sheets 1-14. This approval is of approval have been complied with, and the final plans Q. nubject to the following: have been filed in the Office of the Town Clerk. 1. The plans shall be modified as follows: Black and white transparent mylars of Sheets l through 4, together a, one acre of open space must be provided, in with two blueprint copies of the entire set of plans, must be submitted the acreo vicinityof Lot space next be the detention area. to this Commission to be stamped and signed. This letter of approval R• S b. The road stb fronting on Lot 19 must be eliminated must be ned to cedyou on the plans. After signing the mk'sro, they will P A-I, M E R D ,�, and Lot 19 must be in conformance with frontage be returned to you and must be filed in the Town Clerk's Office within fj 90 days. requirements without the road stub. c. A utility easement 20' in width must be provided Very truly yours, across Lot 16 to allow the abutting landowner D E E P lY 0 0 D D R I V E .a (Richard Muller) access to utilities': PLANNING b ZONING COMMISSION d, water lines must be shown on the plans. e. Pavement widths should be shown on the topographic map. f. Either foliage lines or a note that the site is wooded. By L g. A sanitary sewer manhole must be added between Louise C. Evans,cRairman station 2+32 and station 5+55.88 (Greenwood Road); station 5+55 and station 12+00 (Greenwood Road); and station 4+14,.43 and 8+14.43 (Judge Lane). h. Roadway grades should be shown and all intersecting streets shall conform to the regulated maximum three percent grades for a minimum of 50 feet. -. The sanitary sewers along Judge Lane should be ex- ^+,•`�I tended to facilitate a utility right--of-way to the Muller property. 3 u l,;Wn 0-y s O AI Kw �$w Q D D R. 2 Maximum driveway grades to any proposed house will be 108 r540 SULLIVAN AVENUE• SOUTH WINDSOR,CONN.06074. � +� AREA CODE 203/644.25U 3. A double row of white pines, 8-10/feet height, staggered, Harsh 30, 1987 must be planted to the rear of the detention basin along the properties of Hayes and Toper, to act as a buffer. 4. The developer will be completely responsible for the restoration of the properties of Toper and Hayes after Dr, Paul G. Kuehn BIRCH HILL DRIVE the stormplpe through their properties is replaced. 385 Foster Street ., South Vlndsor, Ct 06074 94 S. Existing backyard drainage systems along Felt Road, 0 Greenwood Drive, and Tallwood Drive must be protected Dear Or. Kuehn: xo z .a M � F and kept in working -ordex• o &E: Application f433 - Mountain Laurel Estates fi. No driveway entrances will be permitted-onto Scott Drive. ppqq At the March 23, 1987 meeting, the South Windsor In Wetlication. c)r I o o a 7. All deeds for the roads, open space and easements, must be A eoc /Cnnservation Commission approved with conditiona' App 0 P4 ` a - submitted to this Commission prior to filing the final plans. 8 y They must be in accordance with this Commission's Policy for /433, 27 lot residential subdivision located easterly of Felt dated accepting deeds (attached) and must be approved by the Town's as shown on .plans prepared by Gardner & Peterson Associates, dated w D R• Engineering Department and Town Attorney. The deeds for the IO/2l/86, revised 2adhere, consisting of 14 pages. The following V A L L E X conditions must be adhered to for.thia permit to be valid: V I E roads and open space will be held in escrow until completion JANICE &NggpTON 20 for acceptance. . ALAN of the subdivision and then referred to the Town Council 1, We recommend a bond in the amount of $15,040 be submitted to , 23 the Planning & Zoning Commission to ensure compliance with Ig 8. water shall be supplied*to this subdivision by the Connect- erosion & sediment control measures. 22 JggRy & LINDA icut Water Company. ? Pleas must be modified removing -stump. disposal areas. All ]OHNSLI stumps must be removed from the site. VIJA _ 9. All lots must be connected to the sanitary sewer system, and 1NT5 r�` areAut subject to the approval of the Water pollution Control HAC88AUTS 3. Three ca blueprint copies of the approved map with all modifications must be submitted to the IWA/CC within 65 days 10. Street lighting shall be installed in accordance with the for review. . policy established by the Town Manager (see attached). 4. Construction activities shall be subject to the approval of ` 11. Street names and locations of fire hydrants are subject to the Town Engineer. & GA11 23 ` / L A U R E L L A N the approval of the Fire Marshal of the Town of South DONAU)DAN� ( I b the devSto er names es ax ense toting Town shall be installed 5. The application shall Indemnify and hold harmless the Town bIOR 5 I Windsor. Street names and nse e posts Of South Windsor against any liability which might result OIl from the proposed 1 I 12. A liabilityinsurance Policyshall be submitted to this o Commissionnaming the Town of South Windsor as an insured, The permit is valid for one yea[ and shall expire oa W �� 6. PAUL.KUBHN � with a combined single limit far bodily injury and/or March 23, 198@. yy property damage in the amount of $1,000,000. 1IIC8�L 24 ►+ �ron ,Very truly yours, SPAL)L - A1 13. A drainage assessment fee in the amount of $1,250 (for 25 J o z lots) shall be submitted to this Commission. 4 0 �-th O8 it for the purpose of determining subdivision bondln Eli Warren, Vice-Chairman Ito 14. Quantity estimates must be submitted to the Town Engineer In d Wetlands Agency/ ( D R I V E q, and all SALYN 25 A CLOVER 0 V E R bonds shall be posted Qrfor to filing the plans. Conservation .Commission Tovo of South Windsor RI $ARD & TOPER O C) 15. This approval is subject to the conditions of approval of )$ ,� the Inland Wetlands Agency/Conservation Commission. O RICHARDORCHARD HILL SCHOOL �R AtULL$R RIE d SCOTT z D V GOELLEN TT 4 - ca Cd a TBR Ir. &DIARY OPEN t7 JACfi & HY KUPCHUNOS SPACE }] l6 DIURPHY Z i0 I P4 d A z RI HARD R TS g PARCEL "A" — -_ IJ U D G E---- L A N E z ER DETENTION JOHN & JANE E+ AREA / GNESS - IDE � ■ r7 r w i 1t I2 13 14 t5 IR VIA%IJING I � � 0 IL� RONALD &NANCY A HAYES ( INS SO ELIZABETHAk ' ! a BARBERI o ASSUNTA EDWARD & ELISSA 1 JOAN LESTER & 1G��N 8 0 VICENZO E[ESSLING SALERNO JANETrA ROBERTS 8 2 _- C) 1 a, o - - C4 ]U N A E •• 1 � W TALLWOOD D R I V E A U T U M N D R I V E 0 X t E+ I LEGEND 0 ESTAI ES —� DRAINAGE DIRECTION ARROWS ---f SANITARY SEWER DIRECTION ARROWS l W En E' SOUTH WINIJSO C i 0 KEY MAP ' s c A L E 1" — goo' SUBDIVIDER , PAUL G . KUE HN 385 FOSTER STREET SOUTH WINDSOR, CONNECTICUT NOTES: o_ ��tiQ4 -~ 1. Total area of the parcel = 27.203 acres (1,184,965 sq. ft.) ENGINEERS GARDNER & PETERSON ASSOC . �,•� G4 Per of lots = 26 D p��1►°�� - 2. Total nuM 5 7 8 OLD POST ROAD A 5 � TOLLAND , CONNECTICUTaA `¢ �rf JACK & ELLAN 25 I MURPHY , CV,y0. N/F FRED HESS ,00. 00 16 oy•� 00, o , ��. 0 o o 0o& 3G ,� aye 5 67°01'15" E 3ws o I'3y� 3J 3 �` i�u ` / EXISTING/� Of �� ` 1, ��''_ 176.78' - _ - �� T^ TFo337 BDBL CB 177.76, . _ LL} 164 5&' _ f� ! _ ____�� \\ ♦` ♦,` `` ♦` \ \ ` ` ppr,T 30 RAMPS POT' �� 101 00 oo z ', U D OE L A! T> �' s ';%` �•:�� SCOTT DRIVE y _ + V, ' , 0 _N 67°01'15" W �mf L 4} Z ♦ ♦ ` 178.N' 177.23' 115' 3 �, `y <� �-- Z o J { p w f ;90 h' D EXISTING CB LJ a LL TF=334.1' ?�OQ �h. o6 �s�?s0o. JOHN & JANE N/F WALTER JR. & 26 GNESS ° MARY KUPCHUNOS v l� 15 3.0 n 15, 15, 2' 7' z 3.0' 4.0' 4.0' f5' IS' 2' 7' ' 4.0' 0' 2.0' 4.0' 4.0' 15' IS' 4.01 0 4.0' 4.0 l5' 4 4 2.0' w z � w J W °: z W W ~ J Z W � 7- W ErJ Z J W W J J W cl H ? J 3 ,r Y'f! Z Q W W Z / n W \ U X � 307° z a J w J 3.Y.� W O tr Z.3: 7 9N3.29t23� 3vz.zQ - W O w .-313.4 F j•r3 B� U }.. j056! u Fm- "Jt�R2_�� W o - W 3Y2.g4 v+ 3Y337 3`12.29 9">Z 2.S '. y- fn J 3Y2 bL 3N2.Bfo u t jr�9r 3vZ.$Z �< f ti:Y:t I Ld 3q�69 3 3G 3D�.3j L 3oy L�3Cty N4Y _ 30Y.y j)3.°5 3f1.72 3u.69 _ 31f.7rr LIJy311.Clo 311.7- {- � ----.._.._-_--_4 �`- - ii.3=l sv1.79 v 342 3L 3h2-3G 3v1.79 h 303.06 304-36 y 31122 .3112z 3fo.9 ,u 303 6G cr a 2.N: I TYPICAL .BOSS SECTION TYPICAL CROSS SECTION 3Y-3 ' CROSS SECTION CROSS SECTION CROSS SECTION v, NLY SIDE R.O.W. STA. 0+90 CROSS SECTION So 1.50E R.O.W. STA. 9+55 2+10 ,01).l0 ,0+35 � 0+70 PLAN 10+12 (NOT TO SCALE) (NOT TO SCALE) 40' (NOT TO SCALE) (NOT TO SCALE) +55/ LVC=I50' +4.0% +4.0% LVC=.l00' .3,0% ? +2.5% LVC=150 -L0% 1.0'/. i-VC-100 -3.0%. O V N O 0 It O Z a.Q. N O d n m y N o 0 > z j + N _ � 1a-J m d oCR a J w Lu d u E- u >- n - to _ - 2 fa.. rn > J 1 N W t7 r O ~ N C7 VI fl La V U to t O -W N U 1 > J J ..�•..�- 3>i1 eX/ a. M z � E:K)7! G - awm.\NCr�/NGG > J / __ J N cl , a s 3 N CENTER LINE' GRAD `-- ��GF R 0 k- Z o / E by Q N m . N w H / ` L I. w +3.0% LVC=100' +5.5x > M' F `1 rn i� Fkis71N� _`_` _ � OPO \ -j J Fa-. n I Sly EbGE I o��._ _ ` SRO CEIV _ \ w N ' R \ W � � •�-- '' -_ ` L7NE-G��A� ZI 340 0 n_ 0 32 340 I 320 �' _ F 343 8 «3 �.� SMH �• �� U ti .a pYy�� f" - SMH T � _ rn (D OSEO / J +" o�yOP i 1 u. Lf) lam% �` o a N t of N G G�D�.. •i SMH TF-337.0- FL-331.0' V c) a �Xts `N f TF=314.9' P C,. > y cA a a o �• Er _J r 310 u_ M.. �• ��. . `a�U aqj 310 330 xtsT1 33 ' EXISTING CB v �• �_ / S% u u �_• ��Ci j. TF=309.4' ' S;�NO; ,.� 5p'� ao a 300 3 7+a0 B+a 9�-00 10+00 P�G i c i l PLAN & PROFILE l SCOTT RI 'L• ` ESTATES MOUNTAIN LAUREL ;.. " .,3 .. .. ... ... .. .. .. .. .- .. ...... ............. ..._.... .. . .. .. ........_.. ............._,............... ........... _... .. .. 3 .f F o+0 1-�0 2+0 ��0 4+0 +o �_' _::r``:l: • ,� SOUTH WINDSOR, CONNECTICUT ROFILE CERTIFIED SUBSTANTIALLY CORRECT "`' GARDNER & PETERSON ASSOCIATES H AIZ. 1" = 40' �. , �0-�-87 .-.s. ro839 1019/87 REVISIONS 178 H A R T F O R D TURNPIKE V. RT. 1" = 4' DATE REGISTRATION No. I�//6i8; T O L L A N D , C O N N E C T I C U T PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET Nu. MAP N0. o B.D.C. as shown 10/5/87 I OF 1 7677 0 JOSEPH MERRITT&CO. _ __... ... ..... ....-. ... _ .. -. _...._.. ........ _ .. --_.... ......... .... ACK 25 I J MURPHYLLAN J` N/F FRED HESS ��0 0 lc�'0. �ti•LT 00• r J p o d6 `�C •>' y \ c�` '� I -. .�r 3M* ' 3 a` �a0 / --\� EXISTING DBL CB 177.78' 76.78' ' S 67°0l'!5" E - ~3 7- 345.0 \ ~ 184YJ$" � /LLI TF=337.8 HANDICAP 30' i - � 3 0 PYnT RAMPS '0 UDGE Lq opR� SCOTT DRIVE o 3�3- - 19 a p _ , I 2 183.0T- � 0 t 0 ♦ ♦ 178.�3 . 177.23' 1.15' 6; f -N 67*01*15" W 3"�J ��`� �� ♦ � W 00 3s,a LL! W �h' 3 EXISTING CB W 0.� TF=334.1' O QD ,Psoo N/F WALTER JR. 8 JOHN & JANE .0A MARY KUPCHUNOS 26 GNES5 Q��• k� 15 4.0' 4.0' IS' IS' a a p a:0' 4•Q' 15' 4 2.0' 3.0' 4.0' 4.0• 15, 15, 2' 7' z 3.0' 4.0' 4.0' 15, is, 2' 7' w z F- Z h W w 0 Z w W U, Z W z w W J Z Z � J W W J J W f/1 3Yy7 2 C W 9070 z q W 9f3y W J 3vy.a W O WIx U 1'- ¢ 23:1 3N3.29 vi 3y3 dG v a =..!!i2 3'r _ _ 3H2.d9 9Nd '-�' v a F- 2 "3rZ�-3� z a ~ 9'r2 @6 3�t2.9v V) -3N337 3'•5z 2g '-]:7:I joS.G/ � - - � � `� � _ u a � 3r39v -� 34Z.82 3vz.era ,(' Z69 3ay.3G 30N.3j^ ypy3G -'may yH W 319.p5 3u.7Z �i.69 3! .7d 3U 6!i ilJ.72 N -- � _ K.3:is_N!•79 '• 30Y.y 3y2 3L - ti Nz..9G 3Y1.77 . 3p3.64 303.8G 30N.96 N 9h Z2 3N za 3!0 9 , 3vo 9 W TYPICAL fROSS SECTION TYPICAL CROSS SECTION 3r�3 CROSS SECTION CROSS SECTION 2N. J NLY SIDE R.O.W. STA. 0+90 CROSS SECTION SLY SIDE R.O.W. STA. 9+55 CROSS SECTION 0+70 2+10 PLAN 1011,10 10+12 to 11.50 10+35 +NOT TO SCALE! (NOT TO SCALE) (NOT TO SCALE) 1r, 40' 1NOT TO SCALE) +4.0% •4.0% LVC=100' �3.0% +2.5•/ LVC=I50 -1.0% -1.0% LVC=100: -3.0% 5.5% LVC=150' ff o m v v, of o c v a my m is o 0 M O N d co - Q N p O - U) > j ti fY / � r CID � QW .. rn M OO. +000 J ro W > 1 c^ M to }- W - 0 Z N - - to > 6. L T a J .• .1•.r•_•r .`.V) W sr ai jw dp ! ,� a u / XlS71NG .. o � E/NAG __ No w / / / CENTER L1N) GRADE _ , _ �� R 0 Df z _ o W z d / yy < d d -' �� , _ .1 N m w +3.0% LVC=100' FklS`. Z w N v1-i SLY GE+ o •- _ ` ROpOSED CENT 1? \ w ic: lNF W 320 a n a-- ,30'►• 320 340 _ ` GRgD . \ w 34a N •QpYyQr SMH v u - _ SMH TF-343.8' > - - a TF=328.48' ir, N O GAP > oROpO - r .0 a 01 wi ? S�,NG $ M 9'� J `SMH _ . E8 31 > d �X\ TF=314.9' FL.,33 00 v0 / '0 LL to i o -, �,' .G G A�♦N .310 330 mT,1 330 Ia J O ��GER It EXISTING CB RPi z �:• ��t CBS L) u ' �.• GEN�6Fti / TF=309.4' mG, D DEC 16 198T i� �3Q�• South Windsor Planning & Zoning Commission GP 7+00 8+00 9+00 10+00'' 11+00 12+00 Fz _ 300 .i P & PROFILE LAN P FILE ' RI JUDGE,;� SCOTT DRIVE & DGE LANE d MOUNTAIN LAUREL ESTA 1+0 2+0 3+0 4+0 5+a ' SOUTH Utl1NDSOR, CONNECTI PROFILE CERTIFIED SUBSTANTIALLY CORRECT GARDNER & PETERSON ASS H��R1Z. 1" = 40' , �z3�z /o-s-87 L.S. ro839 1Q/9/137 R E V I S!0 N S 178 HARTFORD TURN r V E R T. 1'' = 4' DATE REGISTRATION No. to!/c,r5 r T O L L A N D , CONNECT 1p-/15/gT PROFESSIONAL ENGINEERS LAt BY SCALE DATE B.D.C, as shown 10/5/87 i 20CI6'09"4Y N 61361 PAUL KUEHN o m e S 65054`15"E 309.24' area = 46,255 sq. ft. Ln g 1.06 acres W 3 RICfIARD G. MULLER � t P S 65054'15"E 307.48' 162.33' 145.15' u? N O 2a O 4- o N, S 68016'0911 E JACK & ELLAN - area 31,200 sq. ft. a area = 49,565 sq. ft. MURPHY N 203.99 ;n o 0 33,00, 20.18' Ito ,z N 0. 16 acres N 1..138 acres r, N e 1 m �, N V. �f 1 d• N L7 1 11 N � h� of 15 S 67001'15" £ 5'04'09'. L= 33.18' L= 20.04 2' 16 p�013°22'01" L=�9.15' 184.58' 90, f8 12fi.00' = 14*29'01,. R-375.00 94 60 0 170,10' L- S 65°54'15" E 296.10 � 184.58' JUDGE L A N E R-375.00' N 67001'15"W Q, p�013°22'01" L=87.49` R'-425.00' 0 �h t 2 A ° 705.49' ° 'Ofi" L=45.14` D=00fl°23 55 L�62�� 'r S r r d S 65 5415 £ :so.ao' 15a.ao' 104.95 d=006 05 HIGHGATE ESTATES Z Q SECTION III 31 JOHN & JANE GNESS W Q area _ 30,155 sq. ft. Q N area = 33,465 sq. ft. - - area — 3Q 265 s #t. area 30,195 sq. ft. _ 4 0.768 acres q• 0.692 acres N N 0.695 acres N N 0.693 acres C.4 N z Z z 3� ELIZABETH BARBERI 150.00, 150.00' 150.00` 1 fi0.44' N 66'05' 8"W 90B.43' - APR 18 IM 14 12 11 0 South Windsor LESTER & JANET Lj ROBERTS > JOHN & SIDNEY MIND-YUEN HUTCHINS WWIFORD Planning & Zoning Commissio�i . O CHEN WILSON w rn 0 Cr ` 3 "PINE HILL ESTATES" p``m'O,•rOr+rrr•,� SUBDIVISION PLAN ADDITION NO. p''oe�4`Q�NNES? ti7 yy q- TO r-h 'I= MOUNTAIN LAUREL ESTATES - No. OB602 ��'Q. M y `w 77�7 , 11`I _- •`°�oF Garv"�' ,r�r�f85r°µ�L�`frtirr� SOUTHINDSOR, CONNECTICUT I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE .0,g`� WITH THE STANDARDS OF A CLASS A-z SURVEY As DEFINED IN THE CODE OF �� II�c � F�� GARDNER & PETERSON ASSOCIATES PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED e �`� � , `�� REVISIONS �z h DECEMBER lO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND 576 0 L D POST ROAD I =` No. 10839 ,� =iJ'l TOLLAND, -CONNECTICUT SURVEYORS, INC. �' EOir'I PROFESSIONAL ENGINEERS LAND SURVEYORS a1` ?'i j ° $' /0-21-8fo L.5. "0839 �,q�O �OQ'�� n SURVE R DarE REG�5TRarroN Na ,,, s;�;��,+ 8Y SCALE DATE SHEET N0. MAP N0. 1,t = 40' 10/21/86 3 OF 1ti 7677 M.L.T. .r m f. JOSEPH MERRiTT 8 CO. 19 1253 _ 00.10` ! 1\ 8°16'09"W I L p \ l \ \ �\ PAUL KUEHN N\ \ S 65°541, \ ` - \\ / \ 1 \\ \ to / ,\ O HARD G. MULLER ! � RICE \ , \ / \ 1 \ / �♦ �\ \\\ \� \\ S 65054'15"E 307.48' 145.15' / \ so \\ N \ // JACK & ELLAN MURPHY \` 1 ♦ \\ / r.CAR / 1 `\ \\ \� `\ `� ram/ ` \\\ `\ \� // // 20.00' 3 Is g w'IN r \ \ \ J oo' 0 N a N \ j \ ' \\ \\ / ,ten ao,bltrc6 \ \\ t �\ \ \\ / JJ I Z101 O to \. Cli 10 = �1 area ,\ A�013 �r � � 1 \\ .•a` a°' Ile area 2 .o' ri �5 ftockp LIMIT OF OARING "\p 5`04.p9„ , t L- 30' t = s ` d \ o Y�a� bales \ /// 1T `\' N 67'04'l.St,W M by s _ `\ `\ S 1� t B7.49' i.s'i "� QC`tic�5'O o Q \ fj'PL-R \ _ ' , �_' N SHAH r - \`_y+l�/ `� D QL3 [ / Gut54- O LF 7 \ I ,t •. GB \,$ �/ cy ✓ �' o `E \\ 230� ' TE ESTATES \� �..r ? \ ° 3,55„t~-6 J / ! i "HIGHGA v, 1 \ o\\ \`\ 5 u�,s a t A�ooB 2 ,� i f Sy CTION 111 1 `4 \\\ec�t. _ 'OS "L:45.14 / / J V I-- \ 104.95 15 \ \ OMIT OF 6�EARING / , / \\ \ \ ————————— V CIO \ \\ \\ \\` 4 / `\ �` 4 �� /X `\\ \\` \\ \ \ \ ��`\ �/ \\\ \\ \\ \`\ \ �• to\\ \\\ \\\\13 \ ` r // \`` \\\ \ ` \\\ 12 \\\ 1 N \ \\ \\ \ \ `\ NN 1.1�1 \ \\ / / \ �\\ \ 3Q NNN "IN \ 1/ \\\ \\ `\\ \ \\\ 1♦ / 160.44' \\ ~ `\ \ \ \ _—r 1 ,00` N 66°05' S"W 90BA \\ ``-- ------------ ---- _ \ \\% _ 11 \\\ \, 12 W1N}FORD 0 3La ` 14 JOHN g g}pNEY WILSON > HUTCHINS MING-YUEN `,Ys,Y.Y..as...y- TOPOGRAPHIC & CONSERVATION PLOT PLAN CHEN R 8 JAfJET o• ,oN tEc LESTE �oa�,SF,,,.., __ T�C••w' ESTATES 4,Q�l,,Q YOR�F ��: MOUNTAIN LAUREL ROBERTS 11.¢ '� - �' (�� 40 BO 120 ,,. 0 " � 11pINE 11IL' ESTATES" 40 20 0 *;� IN 4 1- ION 0. 1 }` =a o i YIYYYY IIY.q�`. „ ? No. 08602 3 AD N GRAPHIC SCALE v,+Y oorvey - _ ��,''�`"4 CONNECTICUT o° OF/� '�FnT '= A-_Rer'.0-ts-I �,= SOUTH WINDSOR, 0��\t\ I3.JFF ~= ��ti fasluwjk%- 0 NMI.- ` ER & PETERSONASSOCIATES .� GARDN 576 OLD POST ROAD THAT THIS MAP AND SURVE EYE S DEFINED I NNTHEC CEPAREI ( OF ��\Y r` REV 1 S I 0 N S C O N N E C T I C U T 1 1 HEREBY CERTIFY CLASS �— SUR ADOPTED No. 1OB39 �,�' �4: T 0 L L A N D, WITH THE STANDARDS OF A = LAND SURVEYORS l TANDARDS OF ACCURACY OF SURVEYS AND MAPS, _ ENS pROFESSIONAL ENGINEERS SHEET NO• MAP l PRACTICE FOR S 'o�tia----y'E�°�•'� /2-s-s� AMENDED 8Y THE CO NECTICUT ASSOCIATION OF LAND = `�� su R�o.*�',,' j7+g� E DATE DECEMBER 10, h375 AS .,...,,,�►r► r z-a.z-s6 BY SIC INC. c.5. /US39 I -%G-S� 6 OF ty 76 i SURVEYORS, /o-21_s� REcrsr rrAR oN Na - 2- - Cj� 1" 44' 0/2 i/8 6 . - oaTE M.L.T. SIJRVE'N?R tsa.ao' 3 C- • 2 • 0 , n r o (� w n O7 •_tea• o S 68016'09" E v7 w d N / 'np 'S , 16 -33.00' "" 20.18' 203.99 _ V Q z to N it .0 1 e } 1~ 1 o <n A o yr. 1�i.3 Ito V Q Cit DQIi99 a a —o Y till 3; BC U3 o Ln � r1hC� ��! CA r t� O, 10 N '• III yy��` •J99 �t� 3 �II� � X W O', t O N cx,si,no, D13t_ c it I II r I h LtJ N d T $ a t=99.15 S 67*01'15" E ' V� 3z�.z= �= 3°03'42" If' � �4 ��1• �3o4.q p/ 4 p�a13 22 Ot s'04'09" L= 20.04' w rn G 157.65' 160AT c C 126.00' 17Q�1Q' L= 33.18' i y 94 g0 1 e , n , o �MH I SMte W W 0 W {� oc o 0 3 y o F,M I-I S ` SMM $ 30 -Tu(� L-87.49' N 67°01'15"lY p�013 22 Qt 150.54' .�ry 150.00' 15Q.00' 41 150.00' °23 55 Q` 1 1 104.95' a 006'05TV L=45.14' D=008 33 * "'S is 1, c 1 Q�� / ram= 334.1 0 9 2 �t3N.4 � '�\1.1 PF-- rs3Z8.B �` 1n .Zj 00, � y O r C. j \� w w w w w a s - - - - tn O•r kn Q CD CD40r7 LM L Ln � ,( CO i N e � rL 300.0*. Z Z z • 9 z z cli u - can v, o o tl P l o, m I ,r LI01 lw- .... _ ._. _.. _ .. .. _- ... .. d. - - fL _. i' - lo - _ Q _ _ U _ _ 3 - to _ — .. N _ . _ : kh f 17 tl 3 TF3 W ' _ FL 15" E1'• 2S. " — _ _ - _ �LIS'eh..3 — ---. -- - S, 1 - 4 ,32 73 _ -- _ _ - - - - -- rl _.77, - rc _.. - - r - ' .I _m- $ - f d3I0. 4 :... _ _. _ - -- td - W- Is-out 33a: s' Yl t~ Lf I ff _. - - .3 a zo 3 3 0 - - . IS"aul• 3L90 T _ H - - - P tI T - R L R S I L =N _ _ - - _ .- - - - - - - — -- -. 3 - - ---—- - -- _ - - - -- —— __. - - - - - __ - _..._..._ 5 Q _ -- - - - - - 304 0 _ - -- — -.. - - 1J - 5 0 D P S �_ E� i She :..:::_ T__ : - - FT _ .. _. - _ - 3 p 3 O z 310 _ Q _ _ OHO Ti� tQ Zto 3t0 HON[ 3HTOT Sx(DA ��U S'�o �r� } � 8�� o I + 11+DO l? HOMI 3HT OT OS X A � U A .O� f};3223 ,B.139RU3N � �'r�/ll 1" (-t7 1 I 1�OOL08C .A.e.0 NI adTMlg9 CON �- .03 R3eB3 0 13ggU3)j 111 ►� DDp°raraaa oOS,oaC .A.2.0 MI a3TMifi4 t = A� hot ��v TU �� Ifa �. c �C� o� ti �� it !tip l No. 10839 p ry 0 � No. 08602 L 0+++ Lr'Pp=F�1.8TE0�t��•r4+F� vat//IIirDDDD - _. .JACK & ELLAN I MURPHY 1 O. 2 5 �°°o 01' N/F FRED HESS 144 {9 ao i 3050 / EXISTING OBL CB - TFd337.8 , a e 3 \ � s 177 ' w B � O -_ t�� ?� - /10° �\ 1777a' _ > 9),yn _ 'i p0 J _ x o -, 3us- _ UDGE LA �r p a T � B C � Q ` 1839 J 1 z .341"N G7°01'15" W 3NQ' �'y9 rr)lb �l h° : I° �,�� OTT DRIVE O STA. 9+00 TO o0 3,g 0 77 \ , ` y 7 r-ROM 30'WIDE PVMT ry�njCO TFn334.1' 9•SS TRANSITION ZONE ^EXISTING CO •` 177.23' z TO 2a, WIDE PVMT OZ w Od �a 11 ` w w 'l oa U JO GNESSANE �o /- LL �1 cy�s�".s°°' 2 6 - N/F WALTER JR. & O MARY KUPCHUNOS i5 PROPOSED PAVEMENT REDUCTION FROM 30,WIDE TO 20'WIDE V I4 0' 4.0' 4.0' 3.0' z_ 3.0- 4.0' 4.0' 14.0' 4 4 J 3.0• 4.0' a o 1a.0• w z w LO Wcr J 2 2 15' q 2.0' D 4:0' 4.0' I Ur ZJ ~� DZ: LLI 415, a z 15' .0' 4.0' 4.0' w W ¢ JWix� N cn ca W 3 3Ya. J 2 z w Y337 3Y2.29 9>s2.23 ve27 3M� Z z Z u 3Y".s 3�38G 0 V' 3 _ ._-9 ,�a1 w 3+�4v 3"2 96 3'12 60 3v286 - - _ W ¢ o z_ -3r Z w o ¢ 3Y1.79 3Yo 9 >oS•G l N J .7d 3n.5n 911.72 1- _ _ �, ��23L 3Y,3 CROSS SECTION 3u.69 TYPICAL CROSS SECTION W1;69 .70I36- '�'Y4- •' 30Y. W `Z 3ro.9 TYPICAL CROSS SECTION z 3oY.3C 30Y.93 '� 3U az N 3rr.Z2 CROSS S E C T i 0 N SLY S10E R.O.W. STA. 9+55 1 p�.3 5 NLY SIDE R.O.W. STA. 7+90 so 11.50 2.Y: 1 to 11.10. 10+12 INOT TO SCALE) .3o3�G 303.BG CROSS SECTION CROSS SECTION PLAN /n 2+10 1" = 40' INDT TO SCALE) , 0+70 , (NOT TO SCALE) SNOT TO SCALE) 1.0°�L r>W., f00. -3.0°G +2..5% LVC=150 oo : .. .. 3.0% LVC-100' c o LVC=150'. m m I_ aim � pm Q F511* IT v � x du` - _ in w M O CV N C7 }-J > >- m1 > a m > ya > N Q W n w U / _ �p h m o FX ST Jy �E - 4 Q > _ z p // NTER UNE GRgOE: _ j W + VLLI + / J o11- d // �� SC YS CN�Rga - pO$EO CENTS \ '\ u l N O1 In u In C �•�� '-� R c 4O M M _ > BADE . 3 +5.5'/. > a +3.0% LVC=100' rn SItH 340 3 iz > 20 .� n. 3 : TF� 43.B' .y• , SMH 324 N f TE=32s.48' in ° GZ�o :n _ p w OyEo G > PROP �' _ CB 31 Lt TF= 37.0• LO o F N•9�� i cAu�s.. N G oR o`er' ,� SMH. °m.,l 330 F` - - - F- ��A%N $^ TF=314.9 v - d E y EXISTING CB a / 310Ld / P fn 3 310 z _ Z w ,.•i ZE�i TF=309.4' 0 tl: i' 12+00, .3� 10+0 B+Oa 300 e :. 300 `5 0 FILE PLAN 8 PRO - - .. :. .. .. .. .. .. .. .. .. . . din 0 T 0 0 R Q Cn G !. N . . ..... _ LANE SCOTT DRIVE JUDGE F � 4 v • • • MOUNTAIN LAUREL ESTATES _ � .�,� Now. 16834 ..... .. .. - .... ... ... .. - .. .. .. SIONAG- 0C a + �' NNECTICUT _ .. < FalSTESCt r� SOUTH WINDSOR, CO U RV __ +p SUBSTANTIALLY CORRECT TES GAR . ..... ...._....... .. .... ....•. ..':. ..:.. ..: . :.. {ED I O N S PETO R D®TURNPIKEA S CA ' ®HER 4 o IF EVIS 78 HART. .. .. . CERTIFIED 3+0 0+0 I+0 2+0 PROFILE HOR1Z. 1" = 40� /0-5-87 �..s- fp839 IavB7 T O L L A N D , CONNECT 1 DATE REGISTRATION REGISTRATION No. !D/jG/8ir PROFESSIONAL ENGINEERS LAND SURVEYORS VERT. 1'' = 4' SHEET NO. MAP NO. gy SCALE DATE B.D.C. as shown 10/5/87 I OF •7677 11 c4 18 28/ 17611T O 4 27 177.78' s 70°11'38" E 354.57' Q area = 46,255 sq. ft. area = 30,600 sq. ft. W .1.06 acres VI) Q 0.703 acres 0 �, - A DRIVE ►.� g S C 0 T T o area = 30.020 sq. ft. O 0.689 acres N 10-11,38"W 355.46' 177.23' 31 A y y g G 4� 30 �`�Qh S 65054'15" E 307.48' 162.33' 145.15' 29 cy y.� S 70°42'25"E �1 ? OPEN -- S 70°42'25"E - SPACE 190.00' n' WALTER Jr. & MARY A 20 o KUPCHUNOS 0 o {3 area sq. w 1p �, o 31,200 ft. o Z N area = 49,565 s area = 32,750 sq. ft. O 0 16 acres N N q' ft' 0.752 acres 1{ � W 1 1.138 acres a area = 30,780 sq, ft. N z cn Q � 0.707 acres Nbo ;, W PA Q a, a - � ? A RIP V 17 RICHARD & ROSALYN 46 D' 18►�i 1` 157.65' TOPER O7 '¢ , N 65°54'15"W 317.82' 160,1T 126.00 170.10' Uw S 6505415" E 296.10' Parcel "A" COORDINATES OF MONUMENTS r J U D G E LAN E BASED ON MDC �4 To be deeded to the Town bf South Windsor 1. 174310.36284 2057 3 b .j!bul S 65054'15" E 705.49' 2 174336.72578 205867.21999 area=98,675 sq. ft. 150.54' 150.00' 150,00' 150.00` 104.9,5' p=O06°05'O6' 3. 174592,72578 205867,21999 2.26 acres 4. 174701.91880 205898.98564 33 <'�°g 0 5. 174764.11436 205913.82865 s� 6: 1`74779:08060 205947.76905 1�V7)�SSJo 7. 174491:05386 206591.78692 �y� •�2s°D 8. .'174459.98770 206694.33385 9: 174435.49569 206778.11584 D a 11. 174363.43626 206948.04793 DETENTION BASIN 12. 174330.66019 206961.30422 it 7 -10 _- 13, 174422.72491 207000.34379 w 14. 174409.46862 206967.56772 N o t o 1'5. 174481.52745 206797.63563 , 16. 174509.28574 206702.682.71 o i ai -17, 174536.69706 266612.20012 18. 174657.58283 206341.90373 1O 11 12 13 14 19. 174690.05136 206329.04657 ® w O 20. 174802.39213 206372.16037 21, 175403.42124 206582.55636 a ea = 32,625 sq. ft. �' �, ' j area = 30,340 sq. ft. } ,10 � area = 30,265 s ft. N area = 30 195 s ft.�y q• q. o area = 30,155 sq. ft. 23. 175563.41745 206352.49935 RONALD & NANCY 34 0.749 acres N N 0.697 acres N N 0.695 acres f a N 0.693 acres 0.692 acres 23. 175563.41745 206352.49935 WAYES z N 24. 175446.72939 206097.65109 ` O Q = j z 25. . 175151.01374 205996.23337ru N I 26. 175135.75264 205964,16637 27. 175255.89320 205630.57540 28. 175287.88529 205615.52527 9 ��-� o 29. 175193.80084 205581.64139 ` N e i N t 30. 175208.85098 205613.63347 Li 1 \ r o 31. 175088.40700 205948.06693 a'/ 32, 175056.62588 205963.19199 o q -- - 33. 174786.70432 205868.70336 34: 174709.33676 205849.53896 35. 174612.98997 205821.51045 " j 36. 174357.01653 205708.03094 i 37. 174346.83841 205681.64145 - 38. 174828,17501 205960.46545 35 O 07603 40. 175424.20935 206144.84314 215.55, 147.99' 150.00' 150.00' 40. 175424.20935 206144.84314 �' 150.00' 150.00' 41. 175516.22541 206335.97933 N 66°05'28"W 42, 175451.79730 206520.02831 / � N 66°05' V W 908.43' 43. 175419.94126 206535.36432 / JOAN 44. 174818.91216 206324.96833 \ SALERNO 45. - 174711.62550 206283.87116 4.6. 174698,42197 206250.58877 ASSUNTA / VICENZO O 1 g $ ( O 15 1431 NOTES: EDWARD & ELISSA KIESSLING ` ' This property reverts to abutting property owners when road Is extended LESTER 8 JANET JOHN $ SIDNEY \ Pavement removal, grading, seeding extension of concrete walk, and other ROBERTS HUTCHINS 1. Total area of parcel 27.203 acres (1,184,965 sq, ft.} work related to removing the Cul-De-Sac is the responsibility of the developer MING-YUEN = � � extending the sweet. CHEN ✓ 2. Total number of lots proposed = 26. 3. Iron pins are to be set at all lot corners. "PINE HILL ESTATES" "PINE HILL ESTATES" ADDITION NO. 1 ADDITION N0. 1 4. Monuments are to be set at all paints of curvature and tangency as shown. Q o Q co a o 5. Horizontal and vertical control is based on MDC datum. 6. See sheet number 13r 14' for Sediment & Erosion Control notes. z 7. All Rights of Ways and Easements are in favor of the Town Of South A V) Windsor unless noted otherwise. 0 8. No driveways are to exit onto Scott Drive from the proposed subdivision. Q 9. Parcel not located within a Flood area. W W P 190. [No. SUBDIVISION PLAN 00, P ��' MOUNTAIN LAUREL ESTATES }3 0o39 +t, ` IN 90.00' .1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE 14•'/TH THE STANDARDS OF A CLASS _ 1;,,-2 SURVEY AS DEFINED IN THE CODE OF SOUTH WINDSOR, . CONNECTICUT PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED G A R D N E R & PET ERSON ASSOCIATES DECEMBER 10, t975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND REVISIONS SURVEYORS, INC. 576 OLD POST ROAD ICJ- T A L L W 0 0 D D R I V E ��.. �7 TOLLAND, CONNECTICUT 2/-8� C.S. /C�83r SURVE R D4rE REGIST OJyITAR PROFESSIONAL ENGINEERS LAND SURVEYORS J09EPN NERRirt A Ca. 19 125] BY SCALE DATE SHEET NO. MAP NO. - M.L.T. 11, = 40,_ 10/21/86 J_OF 1!-t 7677 ROBERT IGNAGNI & FRANK & ALICE ROBERT & ALICE PINTO ROBERT & NANCY "BIRCH HILL ESTATES" KAMINSKI LUCILLE MOQNEY RICHARD & ALTHEA KOWALCHIK LEONARD Jr. & JANE M. GRANT RQCHE HENRY & EVELYN ASK 1fO 10 14 1 12 S 66040'28"E 301.84' 15 O 286.e4` S 66°42'28" E 670,65' 208.16' 36.46' 15.00` 267.53' 158.51, r - 1 . a 21 ti area = 36,795 sq. ft. I C z N 0.845 acres " s area 46,265 sq. ft.= 1.062 acres F 22 _ area = 34,375 sq. ft. 0.789 acres area = 69,870 sq. ft. 1.604 acres 23 + l=019038'39" t=o0.00' \� °10�� ''�aS, W c 72.OD' 4- N R=i 75.00' DGS 5� G 23.D0' 95.00' 10157' S 70°42 25„ E N -�$' `^ 'SY 3aa�?sj x J 10 O > D Q.�J� o / � t.5 tig oe 9�p� o Cv S�3 e ga�� JERRY & LINDA a ��\ -j o ea _ JOHNSON zm _ 5 70°42'25" E �8 e g7-150.DD' 95.00, g ti' o area = 31,160 sq. ft. 0.715 acres N N 23 a o o area 38,315 sq. ft. o r a vz a w 0.880 acres , � a O S 70°42'25"E 190.00' 21 area = 36,610 sq. ft. ' �., '� OTHER LAND OF �67°47'02°w 482.4 4D 0.840 acres ao PAUL G. KUEHN N T^- _ t S 70°42'25" E O 202.004 F �' Q Co cc +- area W 30.020 sq. ft. Lo 0.689 acres n KWON- HAING & >;a1 �! CHONG SQOK CHO x S 70°42'25" E o 24 0 1>3aoD' N o rn a � a � w w area = 30,300 sq. ft. 2� r ® Y n- $ 0.696 acres A N S 70042'25"E Q 190.00` O ® a x area = 30,600 sq. ft. r s 70°42`25"E g 0.703 acres W o 202.OD' `D sa°1s'os" WKi') '�' a'i LL, Co Ln _ area = 30.020 sq. ft. *� 0.689 acres o -a ,xi crt Q'. 'n RICHARD MULLER O S 65°54'15" E 0 � area = 30,630 sq. ft. S 70°42`25" E 3ps,24` r- (n � 0.703 acres 180.00' w _ as "' QT- min - d�p9 S 70042`25" E �-j�U01 190.OD` 00, ,>.-__• :�; SUBDIVISION PLAN vs R. J MOUNTAIN LAUREL ESTATES O � . 8 Q g area 1.066�aexes q. ft. LT Mo. 10839 t'., L+1�TSR.. .a. ��'r i 176.7 0 p IN area = 30,600 sq. ft. � �c �� 4 78' 70*11`38" E 354-ST 0 0.703 acres tea_✓J,s 1n s =�,,��uy' SOUTH. �NDSOR, CONNECTICU'i� o , I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE w1TH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN. THE CODE OF GARDNER & ,RETERSON ASSOCIATES area = 30.020 sq. ft. PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS D R, 1 E $ 0.689 acres - DECEMBER 10, 1975 AS AMENDED fiY THE CONNECTICUT ASSOCIATION OF LAND 5 7 6 . :O L D POST ROAD Tf� AND CONN:ECTI�CUT S C O T W � � SURVEYORS, INC. T O L L 1T1.23' 31 8 W /a-2/ SCD 1.5. /Oc339 PROFESSIONAL ENGINEERS LAND SURVEYOR N 70°11'38"W 355.46` SURVE R tih o oArE �GrsrRAnoN rvQ BY SCALE DOTE . SHEET N0. _ - MAP N0. Ix M.L.T. l,r .T 40' 10/21/86 zL OI= Lt 7677 oti h - n '^ f JOSEPH MERRITT 6 CO. t9 1233 __., �f 200.10' N 68016'09 w PAUL KUEHN "o o; va S 65"54'15" E 309.24' 1$ o area = 46,255 sq. ft. 1.06 acres r W RICHARD G. MULLER zn S 6505445" E 307.48' 162.33' 145.15' r� u, r� n o Y ' 20 - �� , _ • q - Q 0 } 16 Ow b. 4- area 31,200 sq. ft. a S 68016'09" E: zaor 3 JACK 8 ELLAN N 0 N NW. . 16 acres area = 49,565 sq. ft. 203.99 ;n MUf2PHY ,I CDo Z 1.138 acres o J P u N Q 'T W N 32 00 o u N py Cl 'r6 `v to � o u L-4 Ln . rV 15 dl S 67°Ol`15" E 45 19 ��, ' N tb p�613°22'01" L=99.15` 00' 184.58, l BOO D *Q 1s '� „ L�94.ao' Ci C 126,00' 170.10' p=014°29'01 g S 65054'15" E 296.10' R=375.00' 184.58' J U D G E L A N E R�375.OD' N s7°or15"w L=87.49' �.si lid 0 ,L R=425.00 . 12 O �`g• S 65054`15"E 705.49' p�008°23'S5` r* B Cps yh� :50.00' 150.00, 104.95' A7006605'06" L=45.14' O "HIGHGATE ESTATES" SECTION III v 31 JOHN L JANE GNESS o . 13 14 15 0 i2 r W N r o = 30,155 s ft. cli " " area = 33,465 sq. ft. area = 30,265 sq. ft. Q ^ area = 30,195 sq. ft. area q' d 0.768 acres 0.695 acres N N 0.693 acres N 0.692 acres N N 30 ELIZABETH BARBERI 150.00' 150.00' 1 150.00, 160.44' N 66005' 8" w 908.43' LESTER & JANET 14 12 14 w ROBERTS MING-YUEN JOHN 8 SIpNEY o CHEN HUTCHINS WINIFORD WILSON w 0 ca "PINE HILL ESTATES" ADDITION N0. 1 ° ��'' �F,�=�` ��: SUBDIVISION PLAN `e4 a��- � r• `� y,�.a MOUNTAIN LAUREL ESTATES ;f No. 10839 e' 1 IN �U R`1£�OAT' '• I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE �- =��"�' SOUTH WINDSOR, CONNECTICUT WITH THE STANDARDS OF A CLASS .9-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED GARDNER & PETERSON ASSOCIATE_ S DECEMBER lO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND REVISIONS 576 O L D POST ROAD SURVEYORS, INC_ TOLLAND, CONNECTICUT io- L.S. 'PROFESSIONAL ENGINEERS LAND SURVEYORS SURVE R DATE REGISTRATION NO BY SCALE DATE SHEET NO. MAP NO. H M.L.T. lot _ 40' 10/21/86 3 OF 1'l 7677 m n " .. ; JOSEPM NERRITT 6 CO. t9 1253 . 50 NX `+� 3 10 \ \ \\�M 176.78 ` } \ \ \ Q \\ \ 1 18 o \ `L \ + \ \ r \ \ \ Q \ \ \ \ \ \' \ \ \ 1 vi --- s \ \ \\ \ \ ♦ \ \ b \`t \ \ \ ! ! 1 F \ \ \ Q C — 7- \\ ` 1I.23' ! POND \\\\ 1 r \\ li \\\ \� \\ \\ r `« \\\ \\\\ \\\ •.\\\ \� _�/ TO BE `o ! ro \ 1 } \ \ \ \ 1 ! \ \ \ \ \ \ ` \ arm_ \ \ ! \ \ } \ \ \ 'ra \ ♦ \ \ \ \\ S 65 5415 E 307,48' 'A2.33 \ ! \ limit of Inlan \"7 '• \ ' � \ Wetlands .� r �'g \ \ \ \ \ \ \ \ \ t�07 (19 Anti-Tracking Pack \ lSEE \E 8 W1 ii ,� / _ \ ♦ \ \ \ \ \\ \\ \\ n \ \ a. \\ \ ! \ See Detail Sheet A./3 \ { J� \ \ \ S'0 4225E During construction o1E traffic will enter/exit \\ \\ / I } \ }g�00 \ I \ \ \ \\ \\ \\ 3y - 0 \ 1 \ \ the site off Felt Road on to Scott Drive only. \ i �o \ \ l \ \ \ \ \ p to \ �a+00, \ \\ it \ ' \ \ \\ \\ \\ \ \\ \\ \\� S N " E c \ N. \ \\ exist. pon \ \\\ \\ N as0 LI IT OF CLEA G \ \ WALTER Jr* 8 MARY OPEN SPACE \ \\ \ KUPCHUNOS \ \� ^l tn \ \ \ r7 \ \♦\ i \ \ \ \\ \\ \\\ \ NI \ \ 9��. stkpile 11 \\ N \\ \\ \\ \\ \\ stockpile area 1/4 boles g ROSALYN t ! �s IlT-4>=n�cARD \ \ \ \ \� \ �y x - fi I 357.65 160AT - --- Y� 1 i • ••• ` rS"F-Cr \ �� a , u ,TOPERICH R \ ti \ ° GY.o d• rnm�ssic •. C :7'- l r` •rpruv fie' OD �'. _ (� /__ \ � w \ i ,es p4g z5 `F s raft £ } � � .. ` �C � � \• :-� , Ain O\ \I t�o.e In \t ; \ .� 3 \ \ \ f4} Parcel A ,� - z98 H ). 1 \o 1 \ '■ \ 00 \b \LLI \ N \ \ \ 3 \ \ \\\ \\\ \\ • � / 1 -I-- 1 � � \ ��.a' as \ 1T1 aioc ram."('ca5�3.,1 \ \ \ \ \ \ \\ ��50.54' 150.00' \� 1s0.0 ` \ \ \ . — --� \ ---•� \\ \ \ \ \ \ 150.00' 104.95' \ p=0 gip\6, LIMIT OF CLEARING `. \ \ mot` a a a ■ \ Q`� \ 29593c4 �g`F f \\ \ D ! \ 'dro-,no. G GO-SCrnG\n+ _ -tinS zo 9 j' \ o\ t<1 In \\ I '.J� `S00, ._�'— F�-299z.t3 \ �xlg-1'tn9 IS RGF .� ♦ '-`�\ \ \ 1 , ♦ ♦- �Z.,d \\ W _ ------ ------ --- l`y t-1�p � .F. 1• ��_ Y- .,.��\-�� 3�..d,a-3pO.a' \ \\ - �- \ \\\ 1 '`\\\ J U \ \ RG N. ------� and GK•FGr\� -$0 17o•.s,n vst Lj 4- n ut '' \ \ \ \ `� ,n\ \ \\ �\ 0 O 1 Q I / �! �_ - \ \\ rt:-3On�z■�`. ,{ \\ y \♦\ \\\ (U Ul - \ ! 'lam i� ° .<<• \ \\ %eo::` � \ 1 � \\ \ \ \\ \\ \\\ \ \ \ \\ \ !/ rrr�lt,ediafo j \ \ \ \ \ Z. z9t3 RONALD ii NANCY / ,,.:' \ ' ,• \ � \ \ \ \\\ �\ \ \\ LA AYE / \ \\ N \ \ \ \ \ \ \ \ , i a Proposod Easte 1 �� White Pine I \\ 15hoo' \� 150b0 \ \� \ 150.00'1 147,99' / 150.00 \ N 66005'28"W I - / 9 &.< / \\ � L `�~ —---_— N:--- 8"W 908.43' JOAN ;� \ \ SALERNO \\\ \\ \ N _ ASSUNTA / I VICENZO , 18 j > l 14 LLJ 3zo 12 o 11 f }( r i JOHN & SIDNEY EDWARD 8 ELISSA �rr 1 LESTER 8 JANET MING-YUEN NOTES: KIESSLING ROBERTS CHEN HUTCHINS �� This property reverts to abutting property owners when road Is extended 1'x- Pavement removal, grading, seeding extension of concrete walk, and other LLi work related to removing the Cut-De-Sac Is the responslbiilty of the developer 0 1. Total area of parcel 27.203 acres (1,184,965 sq. ft.) \ extending the street. o 2. Total number of lots proposed = 2G. `� "PINE HILL 3. Iron pins are to be set at all lot corners. `'PINE HILL ESTATES" "PINE HILL ESTATES" ADDITION NO. 1 ADDITION NO. 1 ADDITION 4. Monuments are to be set at all points of curvature and tangency as shown. o 5. Horizontal and vertical control is based on MDC datum. 6. See sheet number/3 t !'Y for Sediment & Erosion Control notes. 7. All Rights of Pays and Easements are in favor of the Town Of South Windsor unless noted otherwise. 8. Limit of Inland Wetlands as deliniated by Soil Scientist Lewis Ilgen. ra PA 9. No driveways are to exit onto Scott Drive from the proposed subdivision. o 10. Subdivision site is wooded. ,l Q• �c£ mil•b : ear `'�of � ` .F �`? �;4��cnrJ�;` n TOPOGRAPHIC & CONSERVATION PLOT PLAN OCg 40 -_20 0 _ 40 80 120 R. (� `a. ,,ti �� L No. 08602 ."Z. foe /�� n s - �, ill MOUNTAIN LAUREL ESTATES ti GRAPHIC SCALE 1"=40' R �r' s +�' S ) "-��-w I� a �j�- fGJSTEr•r.• `S•.�:5 ti t� ....rr G tt h .Cy��`?OQs++�aa� °u� No. 10339 ��* 4- IN � to 90 4' ! HEREBY CERTIFY THAT TH!S MAP AND SURVEY WERE PREPARED !N ACCORDANCE uuave� SOUTH WINDSOR. ' CONNECTICUT o WITH THE STANDARDS OF A CLASS A-z SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED G A R D N E R & PETERSON -ASSOCIATES DECEMBF_R lO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIA77ON OF LAND REVISIONS 576 OLD POST ROAD SURVEYORS, INC. //-17-8(0 /2-3-s& TOLLAND, CONNECTICUT T A L L W 0 0 D D R I V E /o-gr- L.S./�ss9 !z-Z_r_'ere PROFESSIONAL ENGINEERS LAND SURVEYORS t U !%E? DATE REGISl `ION AU �-}� 2 �7 BY SCALE DATE SHEET NO. MAP NO. M L T.\. 1 = 40` 10/21/86 y pF 1!1 7677 N ♦ JOSEPH HERRIrr a CO. 19 1253 - - - - - - ROBERT & NANCY LEONARD Jr. & JANE M. �► ROBERT & ALICE ROBERT IGNAGNI & FRANK & ALICE If HILL ESTATES KAMINSKI 37o LUCILLE MOONEY PINTO RICHARD 8 ALTHEA 35 o KOWALCHIK ROCHE GRANT HENRY & EVELYN ASK 1 \\ 15 1 14 l \ 13 `\ \ \\ \ \ \ \ \ \ \\\ 1 \\\ l 53'267 S °42'28"E 670.65' \ \ \\ \\20E1\36 158.51' ' \\ \ \\ \ 36.46' \ \ \ S 66' ' 8'�$6\41.84' \ . \ \ \ \ \\ \ I \ \\ \ \\ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \\ \\ \\ \\ \\ \\ \\ (D p 1 3 zo CD N /� \\ \\ �jam' \\ \\\ // \\ \\ \\ `\ \\\ \\ ♦\ `\ i f/ \\--- \\ `\ -\ - .� \\ \\ ,,-•(go-\ ,o \\ ho \\ •\\\ ,\\ __,_ L=C:9',8'30,. CD cn \ stockpile are \ \ ` 23.00 r` �' \ (` _ \ a m ,n\c';001 Ilk \ \\ \ JERRY & LINDA JOHNSON \ \ \.. \ ''� \ -o- \ \ - L.•1M1•�oF C�-SARI Q•p 44 \ \ \ \ \\ \\ \\ Sq3° \.. \\ \'.' \ � G4, \ 1-,o•.�bc�Y�s \ _. ^—� •.' 9p0 J2So ell •\ \\ \ \ \ �\� `\ \\ \ dJ 01 p 1 \ m \ \ \ \ LDY\ e6 z \\ Oo q \ .10 S 70'42'25" E 6THER LAND OF N 67°47,02, w 482.42 \\ , \`\\ \\\ \\ \ \\\ `\ ` \ � `\ �- \\\ \♦\ --� - `.\ `\\ \\\ \ \ `\\ P�UL G. KUEHN � \ \ \\ \ \ Et \ \ \ \ \ \ \ \ \ \ tin \ o \\ \\ \ \ \ \ \ \ S 70°42'25"E \ \ \ 1 r ♦ \ \\ \ \ \\ e, I \ \\ \ \ \ \ \\ \ \\ \ \ \\ \\ an / \\ co Iq � t/ { \\ \\ 00 u0 � \ \ \\ \ \\ \\ CO u \ \\ \ \ \ '' -1 1 ` ` / i KWON HAING 8 u \ \\ \ f !r CHONG SOOK CHO \\ \ 202.00 \ I ! N N. \ t F Ld � \ \ \ \ \ N bEi 1fi09' W t \ \ \ \ \ En _`` `\` ` `` `` \\ \ \\ \\ \ \\ \\ \\ `\\ RICHARD \ \ MULLER ` \ \ ` \ ° \ \ \ \ \ \ S 65054'1l-E \ \ a lJJ N`\\�\\ \` `` \\\\ `\\�Q 42'2J'E \ \ \\ \\ \\ \ \ \ \\\ p ` \\ \ • °d 4 •a. \\ \\ \\___ \\ \ 3P `Jm�' \ 1 4Q \\__ \\ \ `\ \.\ \\ \ S t \\_ 309.24' \\ ` \ R`? \ \ ` , \\ ` �` 1 \\ \ F G13NN p l �s° � � TOPOGRAPHIC _ HIC & CONSERVATION PLOT PLAN \ \ \ \ \ \ F rLEARNG �° �� Q- y. Cam. s •�a,.......t . IT 17fi.78 \ \ \\ \\ \ \\ \ \ \\ \1 - \ m No. 08602 ,�'� a° t M` , ii ;✓ \\ \\\ a o ;w �, u - � `- MOUNTAIN LAUREL ESTATES 3 a o o. WSW \ 1 r i°op 'I'Q n'F415Y ra4i '`c`•4'pOti� P - {� r \ \ \ SS1QHpL E fy1 'Pf .O dl _ \ �s•" c als rep F�._. IN \ x \\ � ��\ P1 0•' S.S. � o \ \ 611RVE- . \ �� \ N \\` \\\ \\\\� \\ \\\ \\\ \\ E \\ I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE maw"F`` SOUTH WINDSOR: CONNECTICUT WITH THE STANDARDS OF A CLASS R-2 SURVEY AS DEFINED IN THE CODE OF C Q o ` \\ f ' f �/ \\ \\ \ o \\ \ } \\ O PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED GARDNER & PETERSON ASSOCIATES \\ \ \ 1 1 \ ''Z,, 1 \\ r / \ \ \ \ \ DECEMBER lO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND R E V I S I ON S \\ T ; \ \\ �\ I \\ ` �\ \ \ \\ SURVEYORS, INC. 576 0 L D POST ROAD n.23' —�1 i \\ `\ \ \ I \ \\ `\ ` \ -84, TOLLAND, CONNECTICUT /0-al-8& L.S. /0889 7z-zz-8� PROFESSIONAL ENGINEERS LANE} SURVEYORS � \•\ \ 1 ��, �p i \ R \ DATE REGlSTRAT/QN NQ a-\Cn-8`? BY SCALE DATE SHEET NO. MAP NO. L \ �aaJ I\ �; �\ �; \1\ \\\3'-1� M.L.T. i„ = 40 10/21/86 5 OF ti�-1 7677 JOSFPI4 14V ITT a co. 19 1253 ' \\ l \\ \\\\ f!I \\ 200.10` ! \ �} \\ ♦ / \ N 68016,09"W ! } 1 PAUL KUEHN \\ ��\ I \ S 65054'15 Kf \\ ! \\ ♦� 309.24' 1 L \\ NN ci c; el -- --- - —'�\ RICHARD G. MULLER i \ \ \. ' \\ \\ / �2 \ I \\ ♦ \ \ / / \ \ \ \N S 65054'15"£ 307.48' \\ j \ �\ �1F2.33' \ \ s \\ \\\ \\ \\ \\\ 145.15' \ �\ r--1 _�� / /' JACK $ ELLAN \ o El \\ N S 68°16'09" £ \\. \\ \\\ \\1_ / , 203.99' _ ___ 00' i �F4 ♦ I \ M o\\ I M r \\\ \\\ b M t x f \ ,.� � ` / l j '!;' ,• ' •i. .- �- 'yam stockpile area \ _y stockpile area �� / '� -. / _ N �N \ / i ! ' \ \\ \ LIMIT OF CL -02� �Z \ \ `NG / t. p13° 2'Ot" L=99.15' t?GR00' Y ° _ S 67 01 15 \ 1�ay boles � � J Q- _ -L84.�_ 126.00' / \ 1'70:11C1 \ \\ Q=614°29'01" 1=94.80' y \ �{ p \ \\ \� `�� 2 �` \ / o $MH N '/o _Q - _-- �1` 0 1� . 330 ly•43 \ \ t \ z ��s- �`` ' \\ \\ \\\ \\\ \\ ° \ \ \ \ s o / / l � ! 1� \\150.0 ` N. \ \ \\ \ \\ 6741Y22'01"L=87.49' t si / N 67•di'1,q'�r �•t' 104.95' °23 55«1: S2.3 p=p °05 L=45.14' 's CSC G� `\\\` \\\\\\\\ \\\\ \ LIMIT OF +;�EARING � � �� \\ \ \ � / % ! t r r •, \\ \\ \\ \\ HIGHGATE ESTATES'' qa A \ / \ \ \ \NN \ . \ — �� ! \ \ \ \ // I r +.NESS \ \ / 4! \ N \ \ \ \ \ // \ �/z .- -- \ \ \ �- �\ \ \ / \\ \\ \ \\\ \` \\ \ \ \ 1%00'\ \\ 150b0 \\ \�� \ \ \\ \\\ \\ ELI��; =YH / \ \\ ` BAR£'-_RI ` N 66°05' B"W 908.43' \ i50.00'1 / \ 30� '\ 160,44' \ a 14 3�a � 12 TESTER $ JANET 11 ROBERTS MING-YUEN JOHN $ SIDNEY CHEN HUTCHINS WINIFORD x WILSON A 3 "PINE HILL ESTATES" ADDITION NO. 1 „lraeasr�robf CONN� 20 0 4b 80 �� o,.pF__- TOPOGRAPHIC 120 4 CONSERVATION R>�� _i:•,. N PLO GRAPHIC SCALE "=40' All T PLAN b _ a No. 08602 9 ;Gi>x :: MOUNTAIN UN o�so y,ReGlSTEAE�r''�44�6vRL;� �ao. ;��? +� TAIN LAUREL ESTATES e`�FfsSlONA4 6`'Q►�p� S ( 'Pc'c`r7-f.n 4'1f...111 I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED /N ACCORD o,•a„rQ�x'•f r" P ~ T, - ��,� u R v .may-'•" IN WITH THE STANDARDS OF A CLASS A-2 ACCORDANCE ` =a=�Y''' PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS ANDEY AS MAPS/N THE ADOPTED DE OF SOUTH WINDSOR, CONNEGTICUT DECEMBER lO, 1975 AS AMENDED BY THE CO SURVEYS ASSOC SURVEYORS, INC. lAT/ON OF LAND REVISIONS GARDNER & PETERSON ASSOCIATE 576 OLD POST ROAD N SURVEXOR �•5/083�j /2-3-86 TOLLA DATE Iz-�� _�� ND, CONNECTICUT f JOSEPM MERRIn 6 CO. ,9 1257 � RE6/STRAnoA!NQ r - [Co-8`7 PROFESSIO NAL ENGINEERS LAND SURVEYORS - 2 -87 BY SCALE DATE SHEET N0. MAP NO. / M.L.T. 3" = 40' 10/21/86 S [ . 0� () 0 I * . W a r, ._,-...--�.I--.I I:I*�'..-..-.-._-.I-I.-..,....I--_.f..,I-I I�i._:.. D( ��rn-4- ! 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HOVi1 3HT OT OS X A "'�� HOV11 e3 O3 OS X A 314HI 00 m3223 A J399U3N .O� A3223 $J39q U3N �c�/11 00108[ .A.2.0 L11 03TNyfi9 �4agGONHE,,�J U0roar A.2.0 HI 03TAIR9 No. OBG02 1��•" rlo. 10839 �* 11 so aR_-Rr?15 rs%l,9'1,`��v'a� It, '.,��sorraa Pil6��f9 1'b'slew �URVIC��j '- . 1 SEEDING PLAN b SCHEDULE c r r7 PRE T ,E..') BED S::E . REP.ARA. I4N HAY BALE APPLICATIONS Disturbed areas sha11 be covered w tit a'mini mum of 4" topsoil "Fine cYad:: and rake soil surface to remove stones larger than 2" in diametAr, :n::ta` ; GRADING. & SEEDING APPLICATIONS Sheet Flow Applications { needed erosion control devices such ,as surface water diversions. Apply i rnestone °'at a rate of -2 tons/Ac. or 90 l bs/1000 sq. ft. >'erti l i ze wi;';' Bcxles are to i ,i 1 . Bales shall be laced in a single row,. lengthwise on the contour , Work lime. trio bcs } to �thec ' . ,q,I 1. 'All graded or disturbed areas , including slopes , shall-, be protected p :O-- Q- 1d at a rate of 3O0 lbs'/AC. or 11 "lbs/1000.' sq. ft. -da with the approved with ends of adjacent bales tightly abutting one anot-hex' . " � s, g during clearing and construction in accoz rice pp _ ''ert.l •zer into soil uniformly to a 'depth: of with a wisk, springto��, sediment control plan until they are permanently stabilized. 2 . All bales shall be either wire-bound or string-tied.. Bales shall harrow or other suitable equipment following the contour :lines. { ) -be installed so that bindings are oriented around the sides rather t d structed �+ be' constructed , ii f Q: F�csw 2. All sediment. control practices and measures shah. , applied and maintained in accordance with the approved sediment than along the tops and bottoms of the bales to prevent. .deteriation Seedtng. Dates --.:-- control Ian. of the bindings . t'oJr n p Spring seedings usually give the best results. ' Spring seedings o 3, The barrier shall be entrenched and backfilled. A trench shall of all seed mixes with legumes i5 recommended, however late ] 3 . Topsoil required for. the establishment of vegetation shall be stock- 0 filed in the amount necessary to complete the finished grading be excavated the width of a bale and the length of the proposed Summer seedings prior to September l can be made. The recommended �io o# p Y P seeding dates are:. barrier to a minimum depth of 4 inches . After the bales are staked 9 a- "w�'x3' ° � of all exposed areas . 4 and chinked, the excavated soil shall be backf i i led against the Apri 1 l through June l strikes each. bcsic }! r 4 . Areas to be filled shall be cleared, grubbed and stripped of topsoil barrier . Backfill soil shall conform to the ground level on the August 15 through September 1 t ,o#>! : to remove trees , vegetation, roots or other objectionable material . downhill side and shall be built up to 4 inches against the uphill side of the barrier . Ideally , bales should be placed 10 , feet away Seedin 5. All fills shall be compacted as required to reduce erosion , slippage , from the toe of slope. ub idence or other related problems . Fill intended (1 ) Apply seed uniformly by hand, cyclone seeder, :dri l 1 , settlement, s s P culti acker type seeder or h droseeder (slurry including to support buildings , structures and .conduit.s , etc . , shall be compacted 4 . Each bale shall be securely anchored by at least two stakes or 3 p yp y in. accordance with local re uirement.s or codes . rebars driverr through the bale. The first stake in each bale shall. seed and, fertilizer}, Normal seeding depth d from l/4 9 be driven toward the previously laid bale- to force the bales together . to 1/2 inch." Hydroseedings•which are mulched may- he . 6 . Fill material shall be free - of brush, rubbish, rocks , logs, stumps, Stakes or re---bars shall be driven deep enough into the ground t.o left on 5oi'.1 surface. �1a`n building debris and other -objectionable materials that would interfere securely anchor the bales . with or Prevent construction of satisfactory fills. (2) Where feasible., except. where either a cultipacker type 5. The gaps between bales shall be chinked (fi.11ed by wedging) with seeder or hydraseeder is used, the seedbed. should be 7. . Frozen material or soft , mucky or, highly compressible materials straw to prevent water from escaping between the bales. (Loose e on the contour, firmed following seeding operations with' a roller, or shall not be incorporated into €i I 1 s. i u light ht drag. Seedin op erati ons should b ss eoJ~ bole straw scattered over the area immediately uphill from a straw bale g g• g barrier tends to increase barrier efficiency. ) In sloping areas 8. Fill shall not be placed on a frozen foundation. where surface flow follows the bale line , perpendicular bale checks Kind of Area shall be installed at appropriate intervals ( 100 feet Maximum) . ax;st�rig Borrow. Areas, Roadsides, Dikes, Levees, 9r�vnd 9 .. All benches .shall be kept free of sediment during all phases of shall be Pond Banks and other Slo es. and Banks �Eo.of Seed Mixture � � - development. 6. Inspection shall be frequent. and repair or replacement sha _ -- made promptly as needed. r 10. Seeps springs. or s rib s encountered during construction shall_ be handled (Variable drainage 5tii15) in accordance with the measures for Subsurface Drainage or other 7 . Bale barriers shall be removed when they have served their usefulfiess , approved methods. but. not before the upslope areas have been permanently stabilized. Drainage Ditch and Channel Banks_ 11. All graded areas shall be- permanently stabilized immediately following {Variable drainage soils} finished grading_ If final grading is to be delayed for: more than. ' 30 days af.tez .land disturbance activities cease, temporary soil General Recreation. Seedin s j-•-�Q� �c�1� �r`G?�tC�Y'> C1''r�.C� stabilization measures shall be applied immediately. Open Space, Nature. .Trai is l • Z; 23 12.. Site is to be graded as needed .and feasible to permit the use of ti nal equipment for seedbed preparation, seeding, mulch 1,10uSE SITE DEVELOPMENT Dawns and High Maintenance Areas 1 ,19,Z0 or Z1 conven oP P -. -application and anchoring, and. maintainance. i . Upon approval of individual site plan development , titre limits of L in the field for eachproposed SEED `MIXTURE=S 13 . ' Cut and fill slopes shall not. be steeper than 2 to 1 (2 horizontally development should be established Lbs./1 ,000 to 1 vertically) . Where- it. is to be mowed, the slope shall be residential structure:. L�ist.urbance limits of 25-35 ft . beyond 4 to 1 slope is referred because of Lbs Acre Sq FL•_ MULCHING . steeper than 3 to I . A the physical dimensions of the structure are recorttrtrended . �40. Seed Mixture �_ . _ no steep r P P safety factors. related to mowing steep slopes . - 20 •45 2. All driveways and driveway shoulders should be stabilized immediately 1 . Kentucky Bluegrass •45 Immediately following seeding, mulch the seeded surface with straw. seeder, drill culti acker upon completion of rough gradincj. Shoulder seed bed pre-pala.tion , Creeping red fescue 20 l0 or hay at a rate of 1 .5 t0 2 tons/AC, Spread mulch by hand or.mulch 1'4 .. Apply seed uniformly by hand, cyclone se r, P _ I ..5 - or h droseeder (shirr including seed and fertilizer-) . should follow the general notes provided. Hay bales or .filt er Perennial ryegrass blower. type seederY yl T ' should be used to rjtxa _ an pediment generated from exposed Total Punch mulch into soil surface with irrack machine or disk Normal seeding depth is from , to I- inch_ Hydroseedings which fabric s e L' y g harrow set Straight up. Mulch material should be' "tucked" are mulched may be left on soil surface. soil surfaces_ Driveway roadbeds shall be stabilized with compacted . Y .45 approximately 2-3" into the sail surface. cad aggrrygatP as soon as passible. 2. Creeping red fescue 2O 2 - 05 15. -Where feasible, except where either a cultipack 20 4455 er type seeder or Redtop . h ydroseeder is used, the seedbed should be firmed following seeding 3. Topsail and subsoil from the foundation area. should be ,stockpiled Tall fescue or smooth bromegraSS. -•o erations with -a roller , or- light drag. Seeding operations should within the area of disturbance if not used for _onsite regr:ad .rig . Total -�� p be on the contour . Each stockpile must be adequately ringed with sediment control . materials { i .e. , hay bales and/or fabric fence) _ 19. Creeping red fescue 40 .9O Canada bluegrass ZO •45 $ 16. Fertilizer and lime to be worked into the soil as nearly as practical g to a de Ptih of 4 inches with a disc, spring tooth hartow or: ot.her 4 . Any additional stockpiling of lumber or building materials .should Total suitable equipment. The final harrowing or discing operation should also be confined to the ai -a of disturbance . . Similarly, vehicular 'be on a general contour . Continue tillage until a. reasonably uniform, established parking Proposed Creeping red fescue 6O 1 .35 g movement should be directed to established arkin areas_ Pro o..ed Z0. d. All but clay or silt soils and coarse , fire seedbed is prepare Y Y leaching system azeas rr,ust not be impacted by vehicular traffic should be rolled to firm the seedbed wherever feasible. or utilized as parking areas . Development of sewage disposal leaching : 21 . Creeping red fescue 4O .90 Via►.. sands h areas should be staged to follow house site preparation. Only Tall fescue 20 '45 tones two inches or larger in any Total 60 1.35 ' _ J.7. Remove � from the surface all s g the p>: in�ar�� leaching system need be cl.earcad of e�ti stint, vegetation �� °`'�� dimension. Remove- all other debris , such as wire, cable, tree in coordination with the approved septic - system design : Reserve roots , feces o€ . concrete , clods , lumps or other unsuitable material . areas should remain unaltered if site conditions permit . 23. Tall fescue T50 3.60 p 4" Mia. - din If traffic has left the soil Upon 50d cc-ninletion of dwelling canstrLIC. -ion all raw soil areas Recommended Varieties 18 . Inspect seedbed just before seeding. _ compacted, the area must be retilled and firmed as above. surrounding the house sites should be fir•n graded and mulched. ,tom --- �CKING PAD . p Installat i_orl ot` groundwater ' cor�t.tol systE_:rns , curtain drains vrit:_h Creeping red fescue (PennlaWn,=Wintergreen) , �Tall fescue (Kentucky 31 ) , �4�jS'I`RUCTION''.F,�1'��tA,NCF . rra inf iltz:at ion t� en hes and/or energy da.ssaf�ato, s , Smooth brome rass (Saratoga., Lincoln)., Bird's-.foot trefoil (Empire), Not To Scale 19 Where grasses predominate , fertilize according to a soil test or ,. ..`._l cur eat �r. , broadcast biennially; . 300 pounds of 1Q-10-10 or equivalent per :-i ::_ r�r,raC�l'=r. ed at. this stagy',-a . Switchgrass $lackwell } , Little bluesxem (Blaze, Rldous`, Gamper, Big acre (7 .5 pounds per 1,0.00 square feet) . bluestem (Kaw) , Crown vetch (Chemung, Pnngift},. American beachgrass 6. Ana roved Soil Erosion and Sediment Control Plan must be developed and implemented (Cape) , .Perennial ryegrass (Norlea, Manhattan) , Flat pea '(Lathco} , , approved Deer tongue (Ti oga) sp rzt r of WAY for each individual lot, before any work within the lot can begin. Seedbed PreparationIs , Disturbed areas shall be covered with a minimum of 4 inches of topsoil . Fertil-izer : to be applied at. the rate of 300 pounds per acre or 7. 5 pounds per- 1 sq. ft. using 10-10-10 or equivalent. Apply limestone {equivalent GRAVEL - s.�g-�P.s -rn1N• - ice" wHC FLe W6-•r GovQN -r•toN S Alt= E•N�VN1rF:Rev to 5.0.$, calcium plus magnesium) at the rate of 2 tons/acre or 90 lbs./1000 _ *� ' bales - 2 '� cot r,1ATXVe I�A&TSR_IA... tS siL_-T-, CLAY oQ, SASE co�}RsE - G'Pta-acf=ss�o mTaaE sq.f ,.,•. - ` o Et� N-rH uSurrAv5tr5 MAT C-FZ t AL 3 o2 AS OR `" PROC��3EC� G• AVeL Seed • Mixture '^ ;, �,GY Sv�{�ACG C OUI�SE 3 �tT C�1�1L• L Pcl4 �N ZWO COVFCSES . __.-. _ - ----__-- �.., gl-j-; GONG• Gt�RC3tNG i. (3ttVaErL c.Ovt�sE •-2"GOMPlgGT&tom # Kentuck ' bluegrass 20. lbs/acre . 45 lbs. /100Q s -. ft. Y g q a G WA i--K- Creeping red fescue 20 . . 45 1 ,ps •Perennial ryegrass 5 10 Total 45 . 1 . 00 ---- T - - Cover with hay mulch. - - - L�� i,�l+ _ .`•� --Y -yPI �AL RoA% 7-> SEC �-c-I J J ' - NOT To SG Ptf-E (Merl tas]n -- Temporary seeding of disturbed areas shall be in accordance with t.he . following schedule: _ -- Temporary Seeding Schedule: SPECIES LBS/ACRE LBS/1000 SC RECOMMENDED SEEDING DATES Annual.. Ryegrass 40 1. 0 3/1. -- 6/15 , 8/1 - 10/ 1aon�riv��o, Winter Rye 120 3. 0 3/1 - 6/15 , 8/1 _ 10/1 o",,. o �: co - _ S S Sudangrass 30 0. 7 5/15 - 8/15 Detail. - Catch Basin Sediment Barrier � �'`�e' R�Fc;'` a��""' 'v:��, SEDIMENT & ER4 iflN CONTROL NOTES ,�!�N R pe�OA�\ 11(Te�iporary. seedirg. .is not limited to the species shown. Other 's � ' - � �� , f. a 1",:1 MOUNTAIN LAUREL ESTATES. species recommended by the Soil Conservation. Service for Temporary No. 09602 Seeding may be used. ) t �o poF a,, ell�� woJ�'' No. ZG639 IN_ Straw`.hay mulch is to be applied .to seeded areas at the rate of ��a$IIQOnD 40 r-{J i tee SSIONAL 6 CU4` �Q,�•y y�lS7E�E��'+. Af - tlr nU +'- � 1 to .2 tons per acre, or 70 tc 90 lbs. I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE SOUTH NDS4R, CUI NEC'I`IC.UT t r per i" �-Q Q Q 5.�''. �ccrtara an"r' WITH THE STANDARDS OF A CLASS 12 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED GARDNER & PETERSON ASSOCIATES DECEMBER /O, 1975 AS AMENDED BY THE C NEC REVISIONS TICUT ASSOCIATION OF LAND 2 3 ace 576 OLD P O S T .ROAD i= SURVEYORS, INC. �z-zz--esb TOtLAND, CONNECTICUT ta , to-al-e L.S. loS3q -��^a7 PROFESSIONAL ENGINEERS LAND SURVEYORS SU VE R pATE 4E6lSTRAT/OIY NQ BY SCALE DATE SHEET.N0: MAP'NO. M.L.T. 1" 40' 10/21/86 t3 0E ' 7677- co :. •.�'. JO9EP1+ MEleslrr 6 CO. 19 1253., _ .. ... CHtErl(LdS-r FUI k2 DSICN-CU?ni[X, PLAN NARRATIVE SEDIMENT AND EROSION CONTROL PLAN PR : 'Mountain Laurel Estates KINGS HILL ESTATES LOCATION: Easterly of Felt Road, apptcxiwa ely 800` North of Tallwood Drive EAST WINDSOR, CONNECTICUT PIEAMR:k RCN: 26 Lot Subdivision PREFACE Pam+ aft 27.20 acres This Sediment and Erosion Control Plan includes the following narrative and maps: Sheets 4, 5, and 6 indicate existing and proposed topography and areas to be developed. RESpQSI>EIZL �.: Paul G. Kuehn 0 , Sheet 13 & ry contains an erosion control plan check list, and supplemental notes and LISP. 4 details. �y and Judge heproject Lane, a total tconsists of construction nrof Scott Drive, reenwood Drive,includesKuehn DriVe, � DESCpJaMON rr LOC�LTICN �`� INITALS []ATE INITIALS yp 4 Evasion it Sediment IrSTALLEt) REMOVED house lots to be served by public water supply and sanitary sewers. Storm water manage- Oocd=1 Measures ment will be achieved by runoff collection in piping and discharging to a detention 1) Haybales & Silt fence placed at basin. limits of construction Staking, stumping and rough grading of the roads, drainage Swale, and detention A L M E R DR. basin are expected to start in March of 1987. Final grading of the road and detention 2) Install Anti-Tracking Pad (Scott Drive) cp basin and installation of drainage piping and structures to follow. Final rough grading 3) Topsoil stripped and stockpiled, is to be followed by final grading of the road sideslopes, and road paving. Once final grading is completed on all cut and fill slopes, disturbed areas must be Ioamed, ferti- silt fence installed. Piles g � stabilized. lized and seeded. These areas should be seeded with creeping red fescue, Kentucky blue- D E E P W 0 O D DRIVE , grass and perennial ryegrass. This will be done prior to July 15. If seeding cannot be 4) Construct detention basin completed by this date, hay/straw mulch (1-2 tons/acre) must be used to stabilize the 5) Install storm drainage, Sanitary area. Seeding can then be completed between August 15th and September 1st. uparode and.rointaln sewer, Gas, Water & other related hoy/stro 'nUICn WOU0out winter season if see nq not camoleted by seplem er Ist. UtilltlBS. Oxt all times erosion of exposed and stockpiled materials will be prevented using measures approved by the Tolland County Soil and Water Conservation Distridt. 6) Temporary erosion & sediment con- DRAINAGE AND RUNOFF trol measures are installed & A stormwater management system will be implemented to protect downstream areas from cleared of collective debris g y p p before & after every storm. concentrated runoff generated by the proposed roadways and house lots. A stormwater de- R. tention basin is proposed which will reduce peak flow rates below existing conditions 7) Disturbed areas loamed, fertilized 0 O for the 2, 10, 25, 50 and 100 year storm frequencies. The basin will be excavated, and & seeded. Disturbed areas permanently D D will discharge to existing wetlands. Proper erosion control measures shall be imple- stabilized. mented within the basin and at the basin outlet. At the storm drainage outlet inter- 8) Hay/straw-mulch seeded areas.` mediate riprap shall be spread over a 12" thick gravel base. 9) Erosion control structures removed GRADING AND CONSTRUCTION SCHEDULE 10) All catch basins and drainQye., Outlets to Construction to begin March 1987, completion date October 1987. be ,leaned of silt and debris when oro;ect B I R C H H I WL D R I V E Stake road and detention basin. is complete. Clear, stump and rough grade detention basin. z Final grade detention basin, loam fertilize, seed, mulch. yZ 4 Q Erosion control measures for wetland protection against erosion. M Clear, stump and rough grade for roads, clear stockpile areas. KMNn2VW= OF XEAsaRES Maintain erosion control structures in place. a att a: Stockpile topsoil and loam, haybales where specified on plans. II-CATION MMION ON NUMBER DAM INITIALSMaintain these structures throughout construction. When vegetation has stabilized in detention basin install drainage outlet pipes. kLLEY VIEW DR. J�� &NpG,1fTON Maintain erosion control structures. Final grade road sideslopes, loam, fertilize, seed, mulch. 2t 2D is Install sanitary sewer, drainage and water supply structures in road. Haybale check dams where specified for catch basins. SOIL CLASSIFICATION Final road grading, processed gravel. Maintain haybale check dams. 22 TYPE Pave road. Maintain erosion control structures at remaining disturbed areas. INTS Cte DESIGN CRITERIA PF�7EQ DATES: SOIL CLASSIFICATION Proposed soil erosion and sediment control measures were designed using criteria DATE INITLUS set forth in "Connecticut Guidelines for Soil Erosion and Sediment Control, 1985 The �'� OF FOR PEX17fM: O BOUNDARY LINES s stormwater management system was designed in accordance with methods and criteria indi- cated by the Soil Conservation Service Publications Technical Release (TR) 55 and TR•-20. DA OF FINAL SON_ DONALD & GAIL 23 W cfie MORDANSK[ >i, AREAS OF CLEARING: Road - 7.0 Ac. t Dententian Basin - 1.5 Ac. t Stockpile Areas - 1.0 Ac. t .•r a O A AREA TO BE VEGETATIVELY STABILIZED -- 6.0 Ac. t I PAUL KUM During construction all traffic will enter/exit the site off Felt Road on to Scott Drive only. x � wsA A NaA / & MSSAALPY 25 A Zi CLOVER DRIVE t IL , Na82 ER 94 G�i.va o 114 c A 3 1 t1 RICHARD SCOTT DR• O O MULLER ' w T+cc,-x-►+ Cur =q it 't ' O D R I V E z G 0 I�7 ca Y WeA 26� d H c.o"rod"W�p� , � �� t �� D[AOS yAcx R ELLEN a During construction it shall be the responsibility of Paul G. Kuehn to assume responsibility QQ ta,, MVRr x �¢`� '�'" `Jt` �'° of implementing this erosion and sediment control plan. This responsibility includes _;,* ' s,I. ,r,c� D,�,�F`, installation and maintenance of control measures; informing all parties engaged on NaC2 :9 C3 %uj-ry c.8t&►v4F_ the construction site of the requirements and objectives of the plan, notifying the Ja�� ,a �cr es• TO do �.w►a� ..�.o Planning and Zoning- Commission Commission of an transfer of this responsibility and for conveying RI &BOTSA�� ca z c.o:..,T c..c ►o' +...,ro 3�o tt 9 9• y Po Y g D G E LANE W e z ., �..r Z�sJe �•x. F�oec. �oHN &1ANs a copy of the erosion and sediment control plan if and when the title .of the land f+ wrA GNEss o+[14++��.� yal� is transferred. This plan represents site development as a sdquential integrated ,a weA Noel activity, yet realistically, unique conditions may arise within special areas or parcels NAZI► & tt 12 t3 14 15 csB2 L-' -rT� during construction. Any new activity required to meet these conditions shall be NANCY HAS � gAIL SILT - FENCE - DETAIL presented to the appropriate regulatory agencies through their specific permit processes. NOT TO SCALE ELIZABETH BARBER[ EDWARD & 70AN LESTER & MIN N m ga x KBi58LING o JANET CBEN c ROBERTS W ti o '� T P4 x TALLWOOD D R I V E A UTUMN D RIVE F W P4 rn tx W ' Ea In SOIL CLASSIFICATION MAP S C A L E 1" = 200' 0,1191Mpaqr+ ,40 4 CUNtq, +* i�or��Tp-,/p. 4,-... o¢ °0NNF SEDIMENT & EROSION CONTROL NOTES 4@,.�rrr`>Q CEO rl-�T 41 (N R- PFT MOUNTAIN LAUREL ESTATES i Ii Q. � J Y ti n M1ln. 08602 #4 y�4 ;: No. 10II39 'i IN `„"Boa / , . I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE °"'➢�®'� `��su"vG�_ "' SOUTH YPINDSOR, CONNECTICUT WITH THE STANDARDS OF A CLASS D SURVEY AS DEFINED IN THE CODE OF GARDNER & PETERSON ASSOCIATES FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS DECEMBER /0, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND 1 7 8 H A R T F O R D TURNPIKE SURVEYORS, INC. TOLLAND , CONNECTICUT lQ- -86 10839 PROFESSIONAL. ENGINEERS LAND SURVEYORS ` SIORVE R DATE REGISTRATION NQ BY SCALE DATE SHEET N0. MAP N0. M.L.T. 1" = 40' 10/21/86 1!4 OF IA 7677 m m T ♦ JCSEPH MERRM A CO. 19 1253