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LIST OF DRAW!N GS SHEET NQ , 200 SCALE KEY MAP I y' . - - f ., LL EROSION CONTROL PLAN 2 �\ _1 N 0-r N i `; �', ,1 a ELLS _O��_~ PLOT PLANS - 3-4 _ �' ,i' TOPO R P I j� . ."' G A H C MAPS 5-7 ,; SOUTH 1 f { l'� WINDSOR z PLAN -AND PROFILE -g ' . . ;;'� 6 7_ a O t1 s'...1.. z l r' -1 DETAILS 10-12 / t ,'J 5 x W _- ^) 5, `'.:_ \' C 2 i Y\ f 1 1 . - _- a' f1 - i :1i t �•I i t M!Z e A goAfl E ■ �`+ o . V.t '1 - - - LeR�b / Q• Q`•.. �� hV . v. L ., P 1 4:� N '�.'`,. 0 v A r s �9�� ^ VIAL DR. ` . I� A - - A. R. LOMBARD1 ASSOCITES MC . > PLAN scA�2000' WQ CONSULTING CIVIL SANITARY ENGINEERS, LAND SURVEYORS L o c A T I o r� MAP VERNON, . CONNECTICUT - . ��oF, ' F�',\ . 44L'. v oG�pRU l p�e;'p 1 =. .- 4 I" .i 1 4 U] ¢ w ` . r s#t N i�'i h " tit,' + E ii+�t� i t �tr4fs5lDNAL 0 r ffgtlifYlyCD f M �,yrl^-�I 8l i. .:. € . 1, - i., k% � . . . - .. - f' , .. ��'P`' :k• .. - . . .. .. . _ _ , ... �. . - i'� �^ :. - .: .: �. - .. ii .. -.. . '. < :1 _.:.:... < .. .. ..' . < ... ... .. . < . .. .. -. .. .. .. 1 .S< t ., .. ., i . .. - .. , .. .. , .. .. z: .. �. - .. 1, .., , - .. .. .. .. I'''IIV .. .,.. .,.. .:... .' 1.' .. .. .. .. .a' -. .. .. .. '. 1 .. .. .. :. .: ._ .. <. .: a., ... , ... :. .: .. \ .. .. . .i.. _ t:. f .. .. .. q.. .... ... .. .. „......:... .::...... .. .. ......,.,:. sy,�: 1. .. .... .. _ .:i :. ... .: :- .. .. .. r. .. ....: .. .... ,.......... .-F.: ,. ., .. .. ....:. .. .I ..t�. tt ,, i ,. .. ... ..:..:. -.7 - .:.xt . . ...... . L. . .. .. . . .. ...:... .,.f. . 'i... t....-, .. j.:..., .. .. ... .. . : .- ., -.. ., .. .-: ... .: - ..YS.:. ... ... ......... .. .. .' ... .. .. ... .r<.:.. ...., s r.. :...: .:t .o x _ _.: _... ,. ---- - - - -.. - _ - - ..... -- - - ... - _ - - - - 102EbH WEUU{li a co' N d O U 6 E 3 / /84 Grace flowµ sr�` William E. , sq. - - 3 2 soaA V&ULot William E. Grace , Esq . -2- 3/2/84--- 15a0 SULLIVAN AVENUE SOUTH WtNDSOR, CONN. 06074 located between Lots �,`43 AREA CODE 2Q3/644-25i1 5;j�r The entranceway to the open space , 14 . Drainage for this subdivision is subject to the app roval o dSORCC g the Town Engineer . and #44 , s'hall be defined by means of a row of evergreens along eachl property line and a stone dust path running the r length o£ the lots , as well as a split rail fence . 15. All lots must be connected to the Town of South Windsor March 2, 1984 sanitary sewer system and are subject to approval of the Water Pollution Control Authority . 6, A surety bond in the amount improvements ,20eandrthisoamounCe completion of all subdivision Willia m E_ Grace , Esq . has been reduced to $250 , 000 because of work already completed . 16. Water shall be supplied to this subdivision by the Connecticut 25 Oakland Road The $250 ,000 bond must be submitted to this Commission prior Water Company . South Windsor , Ct. 06074 to filing the final plans and issuance of building permits. 17 . Prior to the building of any structure on a lot , a topographic to ensure proper grading will be required in the map , drawn to a scale of l" = 401 , shall be submitted for each Dear Bill: Grading bonds ot �,`50 ; and $10,000 lot in the subdivision , showing proposed contours and elevations . amount of $5 , 004 for Lot 4�48 ; $5 , 000 for L Re- A �967 - T & M Building Co , for Lot #49 , and must be submitted to this Commission prior No building permits will be issued until the proposed contours App. and floor elevations have been approved by the Town Engineer . Phase III, Country View Estates to filing final plans. be advised that the Planning and Zoning Commission voted 18. Prior to the commencement of any site work, a meeting must Please 7. Driveway cuts for Lots t`147 through and including �f51 must be be held with Town staff . to approve the above application for Phase III of Country View define, and are subject to the Town Engineer ' s approval , Estates , located on. the southerly side of Dart Hill Road , west of prior -to issuance of building permits for Lots �147 through as shown on plans prepared by A. R. Lombardi, and including {f51 . 19 . Black and white transparent mylars of Sheets �11 and 1!3 of the Avery Street , aforesaid plans, together with three paper prints of all sheets dated November 1983, No. 77-469 , revised to 1/6/84 , consisting of reflecting all of the above modifications , must be submitted 19 lots numbered 40 through and including 58 , subject to the 8, Street lighting shall be installed at intersections and cul-de-sacs to this Commission within 90 days of approval (by May 28 , 1984 ) . following modifications: and shall be in accordance with the policy established by the The approval letter of this commission must be reproduced on said Deeds for the roadway must be submitted to this Commission Town Manager . plans , which will be filed in the Town Clerk ' s Office after being 1_ signed and stamped by the Commission. prior to filing said plans and must be approved by the Town A drainage assessment fee in the amount of $950 shall e Engineering Department and Town Attorney , and will be held in 9. submitted to this Commission prior to filing the final plans. escrow until acceptance of the roads by the Town Council . Yours very truly, 10. A liability insurance policy shall be submitted to this Commission 2, Concrete sidewalks, built to Town specifications and in PLANNING AND ZONING COMMISSION .h of the Subdivision Regulations , naming the Town of South Windsor as an insured with a combined accordance with Section 2. 5 single limit for bodily injury and/or property damage in the must be installed on the west side of the entrance road amount of $1 ,000 , 000 . (Paperchase) , and along the no side of Paperchase in By . front of Lots #48 , 49 , 50 , 51 , 52, 53, 54 , 55 , 56 , 57 , 58 and 4� Vice-chairman e west side of Avery' Street beginning at a 11. If . for any reason, finished grading and other site work is not Marshall Montana, 40, and also on the completed, the Town Engineer shall determine the amount of a cash vg point where the sidewalks in Phase II stopped and continuing bond .to ensure final grading and site work. This cash bond 1 in a southerly directioti to the Avery Street School for a Shall be submitted prior to issuance of a Certificate of distance to be determined by the Town Engineer . Occupancy. CC: R. Sartor , Town Manager R. Rittenband, Town Attorney Slope rights or easements required for the construction of plans , 12. No building permits will be issued until all conditions of R. Martel, Town Engineer the sidewalks must be obtained prior to filing the final pla � a royal have been complied with, and the final plans have been P. DeMallie, Planning Director and are subject to approval of the Town Engineering Department filed in the office of the Town Clerk. T. D'Auria, Building Official and Town Attorney . E. Belleville , Town Assessor Street names and locations of fire hydrants are subject to yr, Lanning, Fire Marshal 13, 3. Improvements to the south side of Dart Hill Road, and' drainage approval of the Fire Marshal of the Town of South Windsor . the Inland Wetlands Agency RECEIVED in connection therewith, are subject to the Town Engineer ' s Street name signs and supporting posts shall be installed by Water Pollution Control Authority approval. developer in conformance with the standards of the Town of �� South Windsor and at no expense to the Town . MAR I l4$4 4. The location o£ the 12 gas main shall be accurately reflected horizontally and vertically on the plans , and is subject to the Town Engineer ' s approval. �. �, Lombardi ASSOCtBS, Inc. 'h d _a 4''_ Yip p01 oa NE 'LG—Cri Ail GIST g A AR LOM SRDI ` ASSOCIATES, INC.COUNTRY VIEW ESTATES • CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS PHASE THREE COMPANY PROPERTY OFT M BUILDINGVERNON coNNECT► SOUTH W I N D S O R C O' 1 . COMM. NO: DATE: SCALE: SHT. 77--469 MAY 1984 N ,T, S , I COUNTRY VIEW ESTATES OPEN SPACE CALCULATIONS: � - PHASE AREA SUMMARY: I II III IV TOTAL ACREAGE TOTAL: F 13.5 9.7 11.5 14.7 ± 49.4 ± LOTS 49.4 LOTS 2.0 1.4 1.5 1.9 ± 6.8 ± R.O.W 6.8 R.O.W OPEN SPACE 6.5 5.3 1.8 9.8 ± 23.4 ± OPEN SPACE 23.4 3.8 5.5 9.3 ± DETENTION AREA 9.3 DETENTION AREA SUB TOTAL 88.9 TOTAL DEVELOPABLE AREA 25.8 21.9 14.8 26.4 ± 88.9 CT EASEMENT 11.0 99.9 TOTAL NUMBER OF LOTS PERMISSIBLE: 1 25.8 21.9 14.8 26.4 ± ' I ` TOTAL DEVELOPABLE AREA \ I LESS 10% FOR R.O.W 2.6 2.2 1.5 2.6 ± 1 OPEN SPACE CREDIT; 23.2 19.7 13.3 23.8 ± / - TOTAL REMAINING AREA (ac.) *' 23.4 100% 23.4 (1,000 sq.ft) 1,011 859 579 1 ,037 ± O.S. PARCELS 30 30 30 30 ± DETENTION AREAS 9.3 50% 4.7 A-30,AA--30 (1,000 sq.ft) 34 29 19 35 ± 117 �• k„ ! CL&P EASEMENT 11.0 0% 0.0 MAX. NO. LOTS PERMISSIBLE 29 21 19 31 ± 100 ± TOTAL O.S. CREDIT 28.1 NO. OF LOTS PROPOSED OPEN SPACE REQUIREMENTS: AVERAGE LOT AREA 20,278 2O,12I 26,293 20,655 ± % REDUCTION IN LOT AREA 32 33 12 31 ± 28 ± - OPEN SPACE REQ'D 8.4 7.2 1.8 8.2 ± 25.5 ± ` - - OPEN SPACE PROVIDED: - "� --- - - �- -- - - - • ,��• ,,,, 6.5 5.3 1.8 9.8 ± 23.4 ± NOTE: ALL AREAS IN ACRES OPEN SPACE 2.8 4.7 ± 50% x DETENTION AREA 1.9 8.1 UNLESS OTHERWISE INDICATED 8,4 8.1 1.8 9.8 ± 28.1 ± TOTAL OPEN SPACE PROVIDED rTL_<� ' KGY r+'I la � c 'ti''�C2Y V ICv/ t"S'"fF'i g l "PNA=i G t FEB, t 9 83 I.� o} 9.9 Ac2�6 IVJ ZaN� i 2.) qo �wc��=5 }1J ZoNS I -3 t „t t I . I A 11 i 1 j t 1 ` / / U LY 1QV4 ot . %A y SOUTH , �IVVINDSOR I •t1 r r', s4: � -! � • - _.._ �� 111.r'-� _ / � � Ott�Q� � �. KILL ON - � �.` � } jh lr ` a •r } , - `'3 t � �,• i- �Y�... -. , f" 31u � � /��'���/\✓^Jiz i d �- FIAN } 1 W I n sca►�.c . E r Z0wor 39 Ld \ "� _ _ ° 1 '�.�"%-•- � - `•'- j.,.-,,.ram.... , _07 AE \ \ `• \ \ , y 11 G 0 VA 17 M• ! • �` _ -- --� `�- ' J , -� I, + � L�E5IGNED REV DATE DESCRIPTION r C i 6y `cf ` DAIE DRAVAlN BY \ f ! i j \ ±\1, \ CHECKED i OPEN &P^C-E ` , \ \ \ j - DATE \\j �' KEY MAP - OPEN SPACE SUBDIV IS ' 1\ / - -I \ \ " T Ma Is Compiled From Other Maps , :4 - `' �-� COUNTRY VIEW E � T / TE Dimensions s PHASETHREE Deed Dimen s And Other Sources Of \ .ire f it iN cY �" Information , Not To Be Construed As An f II , �' G; \ M -T- �;� \ o � _ SO�� IN O ,NN, IE r \ ,� T H W D R C _- Fina ! Accurate Survey And Subject To \ / 1 �. tom;ca:•;::. ,k„�. + ', ' � ( � � - _Changes As A More Accurate Survey oA ,�� f, . 9 $ May Disclose. ¢' ` ,� - 1.=�\ I flllu•�a 1 ".`, ;' 1 ,•, \ •� `� \I'\ 1 r�GTa7`: I I `~ - �� L^ / 1 C u ti_ _ 1 ( v,,I r•L. f• :n h L' T here')y certify that this map and survey were prepared in _; 1 \ survP as defined !� �� , \ \`' accordance With the standards of a Class I" y �' E F2 N01,4 urac of Surveys \ ` i"n the Code of Practice for Standards of Acc y y and r�[aps, adopted sec«Fni}er 10 , 1975 , as amended by the Connec- ` � \ i- \ I d SurveVOr Inc . ' \` \ \ c:G-r.�M-7-NC? DraTF. :nL{E 2( ti.cut association o� Llan �, r I 1 ` \ j / I 469 NOV.I903 t . G�` 2 511_:_! out 1 e or t r & remova L LrU:l^ ti e iiij�(_ stiliced l,i�jvbi,Jes sl-,ail be p"aced �/�` V R dov-shill of the dike. ( W(:5ry_ CoWrLEVUM UkAIDI�—_ , Pt-AA;imF- 2. Storriii drainage pip,~ trenches shall be back-Filled as pipe construction proceeds vith no more than two pipe sections left exposed overnight. 3. The drainage channel into the detention pond shall be immediately loamed and seeded vrith quick aro in- cover or heavily mulched. 4. Baled hay check dams shall be placed throughout the channel and at the inlet to the 54-" drainage pipe as shown. !f j 1 1 \\ ' \ i '� 5'. All stockpiles of excavated or removed material shall be seeded with quick growing cover or mulched, and staked haybales placed around the downhill perimeter of all stockpiles. j J 6. Jute netting shall be placed on steeply graded sections of Lots 48 and 49, and on Lots 46, 47 and 50 where needed to control erosion 7. A temporary interceptor dike and level spreader shall be constructed parallel to grade at the cul-de-sac near Lots' 47-50. 8. Cut slopes in excess of 3 feet high shall be topsoiled and seeded to permanent cover (season permitting) or heavily mulched as the cut Seed to permanent cover as soon as possible. is made. J, 9. All inlets and catch basins shall be raised and haybale checks placed around them to prevent direct surface runoff into them prior to placement of binder courses on roadways. 10. House Construction: r I -;ill- be --ain-imum pra Disturbed areasw ctical for the size and site of the buildings. After the foundation is in place the area will be rough graded and seeded with a temporary cover. Surface waters flowin- to the disturbed area shall be diverted to flow ocer undisturbed soil. Locations where flow from the disturbed area concentrates shall be stabilized by seeding and mulching, baled hay erosion checks shall be installed if necessary. Staked haybales will be placed at the rear of Lots 32-39, 41 and 42 prior to commencing work in this area. Specific Mans for other lots will be varied to suit lot conditions. 11. Standards and specifications for these erosion and sediment control practices such as seeding, mulching, haybale check dams and Jlevel spreaders may be found in "Erosion a, Sediment Control Handbook J Connecticut" publish-ad by the U.S. Departiaent of Agriculture Soil Conservation Service dated 1972 and "Temporary Erosion and Pollution Federa-1 Highway _,Ndministra Lion, Control Measures" prepared by the Region I dated February 1972. < 4t iA 14V-7-460 1�1;202-01Z :ceotdD7 I -F V& SOUTH WINDSOR _ \ 1 woos .L V ! ,211. t. O r. r. 34o 'o IWIR W aELAN .� � •.�• � o � � I � III � . _ / ��E . 3M \ I \ \; ,. \ 'i � - ,.1,� ,Y C, Z I F.I j /- _ ' `1 � T�''M B*v�t oi.✓�r Co�.�v.•�Y �. + 6 IV 7, DESIGNED R E V DATE DESCRIPTION L BY �I 3a 1/\ f \ DATE DRAWN BY Z DATE CHECKED .��� - \ � cypr.aW LO W41 q BY ILL. ` 1DATE w • 310 • n., EROS IrJ ; ; t ION SEDIMENTATION CONTR(�� .. AND. ACTIVITY. <�F/E1�GrS�i✓.a_� /7'-� /o�'G 7'�s✓i�f O` ' \ , 'I t ` \ ! / INLAND WET PLAN �, „' ='11 ,I �} l`! PHASE THREE COUNTRY VIEW - ESTATES PRO all PFETY LF T M b IL D-LNLLC 0 A IT R CONN. so --p N Ne. MMEi i 1 1 I \ ,1 1 t . �� �� R S� INDSO $' 1 L03. A N075'447 1 � \ , fit 1 i • c, w / � �. �. `\ \ • I "� . ! - a°�«�. �\G , AN 4A 1 r I ;� C— \ \ 1 - SSOCIATES. INC -2 Ut, I ,-I P CONSUL'ING LIVIL AND SAWITAR� NGIHEERS LAND 5UPVEYORS AP yr�A I _fC3 VERNON CO N N ECTIC'UT f r I x NO: J DATE: SCAL.Fn: , , I� 1 I 1 _ COMM, SHT.. NO, -469 NOV.; .1983 2 \ �� . \\ �\ -77 I , 100 F �A na.Fbc+ V4PSUIII It CO. LOT # AREA (SQ.F') N,Oil,T11 IL,AS1' IN, I;1'11 EAST N 16. 181 , 521 . 082 211 , 829 . 985 27 . 181 , 840 . 922 211 , 492. 441 41 17,800 I7. 181 , 585. 991 211 , 772) . 654 28 . 181 , 812 . 261 211 , 513. 143 42 17,568 1.8 . 1- 81 , 569 . 349 211 , 744. 468 29 . 181 , 664 . 173 211 , 489. 270 43 17,989 19 . 181 , 585 , 483 211 , 694 . 463) 30. 181 , 643 . 471 211 , 460. 610 44 18,000 20. 381 , 540 . 32_8 211 , 672 . 993 31 . 181 , 652 . 592 . 21. 1 , 089 . 870 45 1$,000 /✓�r-E: 21 . 181 , 578 . 193 '1I , 551 . 377 32 . - 61 , 701 , 95 211 , 097 . 828 46 18,000 /. M�/✓C/ME�/T.s Tr BE _SET �� _�ffPra� I t 2 7 2 1 i C , 1 ' 22 . -8� , 6.. i , 5-. 5 _ , .:153 .�35 33 . ISI , 713. . 48 211 , U 15 47 19,497 23 . 131 656 . 2216 211 , 538 . 632' 34 . 181 , 647 =31 21_t , 070 . 147 48 60,759 24 . 1 �� , ,.��4 . 3U•� I 1 , 562 . 506 _'5 . �181 , 11 ` . 640221 , 047 . 530 49 76,922 25. _ �' , 825 , r�C��i 2I 1 , 5`.i1 . 1 vG 36 . 1 f11 , 97"2 2L4 ? 0 . 843 . 552 - 50 44,662 26 . 1 8 1 , 810 . '2 9 21 1 , ��82 . 642 37 . 181 , 597 . 595 21 1 , 431 . 023 51 19,866 38. 181 , 585 . 255 211 , 507 . 571 , 52 20,000 39 . 181 , 358 . 157 211 , 785. 300 53 20,000 40. 181 , 405 . 316 211 , 492 . 773 54 23,405 r" 41 . 181 , 419. 889 211 , 402 . 375 55 19,873 S ro6 ' 42 . 181 , 467 . 636 211 , 1.06 . 199 56 23,571 33 _ S - 43. 181 , 439 . 146 211 , 000. 315 57 21,768 o . Q Q � T / G_.. � Q o � © 44. 181 , 424 . 973 210 , 703. 399 t6 T= tom 80 - 50 - 32 -- 450 . 27 U S 80 - so -32 'E 26 ,2 = to, c355. 68 a= o� -59' 23.9 �= 377 03' D9 � ,5 0 L = 2t3. • 57� 29 ' �oo, 00" too. 00 ` too . oo ' �3. 37 ioo.oa ' 75,00' � ¢ 82. 34 L-= t4¢. 07 � 00 ¢5 -54.7 " 30' WA-rER MAIN 4A5EMEN7 �• c ,.��� �� �• 3�° O � ` (S.QA"TOR: TWAI OU/L.D//VG CO• J h 0 - G12ANTEE. 7buJiV of 50C17N AJ1tV0.5oR U t - �} '(� �p• B o W o ZR- �- z W Q (� o �6 •, �R� 50 W 3 W W Q , 37 W o ro Q 55 ro �G 5 7 o h , ��! Z ` Raw k � �I ,o� s� I� o� 52 � `o � S3 � o ' 54 0 �, s N o �, � V? .� `Z 44, C-aC�Z S4, .FT. ° 58 of 0 ° a mad S FT. 0 23 4CY� S�. Fes_ 4 O 0 ►5 8_1 3 Sq. FT. SQ.F� o, 2�,O�d S�F N 2 �• NI , ` O, N t Oj bl 50' N Lk \ 0 W o o fl ` \ 50'QUIL-10ING LOWE O 4 , s0'eU ',off. a -0)A, VO W J� �( 38 1 33 V V 32 3�" N Q� 74. to' too. oo too. oo ' 93. 37 �= 75�28 � 4 = 473 O�` V p 49 m tV F3o - 5ca ' - 32 "w - 3ra7, 47 U ��2=soo. 00 ar16 �= 82 Qr o mm �7 _ •q zo, quo„ a �1 N -s- p P A P E R � /-H ,4 S E �� + � ' 2-ao.00, �� l 05 � « N S Va t9 18 A'a � rn 111 N °9 A 5 80°- 50 = 3Z "E 467. 47 ' 'g AOm,�2�45o.00' L_ ti+ 45.56 ` /oo. oo ' too. oo 77 54' 44.37 2-=56.3,5• �27 a=o7pto= ° A34 0-P v < � Q- o9, =25a Iroo O o , 55„ -os 4,= oo, 00. � / 50'E3UiL p�NG L/NE -AN 0 00.0 � ri 41 44- 45 47 4-5 Z "o al 0 n 4-8 t > �` 19,491 Scq FTUl z o o 0 �� 1_1, Soo Sri. FT y xa,apQ S c�.FT, \a, aav Sc� FT �8,a as sc .F-c' ► oo , oo' too. 30` - 06. o(=>' 90,0C) - 3 of /v8o"- 5o ' - .3z " w - 3©0. 0o NBo 50 ' 3Z"r.0 2�6. 30 , Au cv Q'. z 25 , Ali To BE vEE©E o 70 7 E 7 0 k.1 IV ouTH wt/V05o,-e Hof GON^� r, DESIGNED REV DATE DESCRIPTION PLOT PLA N I hereby certify that this map and survey were prepared in y�E- ,0 A. Kq� `G, BY 'Z" O accordance with the standards of a Class A-2 surveyas defined �,�, t�J1a i f /a4 O U N ?'R Y V/ 0 w �5747-ES ASSOCIATES, INC ti G DATE / c�3 in the Code of Practice for Standards of Accuracy of Surveys ':�`r3 DRAWN Via;:•,:^ PHA .�.� E THk'EE CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS and Maps, adopted December 10, 1975, as amended by the Connec- -:; ticut Association of Land Surveyors Inc . r:o. a167 By 2 83 PRo PER TY of • LA �crs•r '` �_ DATE TE M BU/ Lp//�!G CoM/o•QINY VERNON CONNECTICUT CHECKED BY HTbV COMM. NO: DATE: SCALE: SHT. NO: DATE 2 83 Sc)L)-rH WAN©Sof? , COM/`�EGT7CUT 7?-4�� NJ/r'� /�B3 / �� _ 4D` 3 of - inpEbM r4EUU111 4 CO' CA Q) O rn 4 Q NORTI1 EAST 1. 180,824.205 212,145.172 2. 180,839.829 212,192.668 3. 181,015.565 212,134.859 4. 181 ,047.125 212,150.795 i✓c.•r.�� 5. 181,094.621 212,135.171. 6. 181,110.557 212,103.611 ` 7. 181,257.795 212,055.176 , S. 181,242.171 212,077.680 9. 181,509.363 212,081.600 1E,45EMEl�t? sEWER �W.dTE+2� 10. 181 ,463.786 212,105.543 _ GPzaivT02: 7'�t4 OU/L.0/ G Co . ` 11. 181,470.243 212,1.28.729 GRAN T EE: ?owh! DF 5ou?N Wi/vPso,4 1.2. 1.31 ,525.190 212,090.053 4/ 1.3. 181,086.551 212,270,643 .57 14. 181 ,134.047 212,255.024 15. 181,736.727 21.2,055.838 1.6. 181 ,521 .082 21.1,829.9,`5 3 G'J (19 1�iA 180,774.C�4 21-',16C�.167 2 ,A(:� 2 0 6B 180,745.396 2 N E E.12,183.540 TD BE CO V Y 0 70 TE 4, /-� 7-0J/\/ OG S©U?H D �Q 1VIIV50 ` 2.1 1 ue 1`�( r8 0�0 D' �' N7IC 7y 56 ; S7 O r o, �0' p o. 9,61112 24,359- Sq.F-r s 7 7 to LOT # AREA (SQ.1-T) rj ! � kSo 21,621 30 31 20,659 32 20,307 00 071z-/ry 33 18,737 SEME �© �vr � 34 17,500 0- � , 342. 4-1636 V - /0/• 9 5� ~ Q 3s 17,500 36 17,500 37 17,500 `i 3$ 18,184 � �� 39 21,137 _ ,1 - o I r4G � _ 3'- loll .2�'00 0 � Or r �_ _ O 40 _.1 5 s �J 58 ;354 Oro ). V GO 59 25,746 Z 2 � 21 °' � 22• �j� � pdool �� Op 60 28,031 5' p•Op 61 2$,455 _ I Q,0 ' I LA) 62 24,951 2 6� a N � •a 1. 3 �.-z4• �e • e J 3 17,502 o !2 Q0 6 17 501 J � ,0 g ' O y ' Np /�;t'26.99 64 , 0_ �, D H i ! ALI.-38-02'-tt " p 65 17,546 66 O , 67 18,511 , V`" N�_ -a a- LC �1 �o �3 D 68 17,579 Z O 00 CP ' 69 17,579 1, -� — o = Q.o G P' I g e5. 9723 ` to iid N Q O •p o t✓ 4- o, �. rJ / _ m N i2 �02 ti o � � � - � 2 coo 'tea - (v '� �L)� S 07 ' /O'- 04 "t v (0 �qj '\ 6) Q N 5 13 83 �4'r n D V (. a 'O2,Z3 01 , gyp, V N m 1 �o'i2r, 32 - T N1 C3u/ c..o//VG Ga c� . o � `33- � ,, � �� •O IL.a/vo RE 5 ER V50 FOR a-U7CJ,Q E 0e vE4,oP ME/v.T 1 hereby certify that this map and survey were prepared in , -°`-Carv:v,c p" N , .1. aA. /f roc;N O� , V m (� >` 2 ,, „ accordance with the standards of a Class A-2 survey as defined „- � t�rl (� 01-4 A 5 E 7"uR EE in the Code of Practice for Standards- of Accuracy of Surveys and Maps, adopted December 10, 1975 as amended by Connec- ticut Association of Land • y the 3' ,:';`:,� (�/` Surveyors, Inc . rr /)"I P:O, 8167 9 �m 6) a DESIGNED REV DATE DESCRIPTION PL07- F:'L.A BY !?/ GEn�Eq� it ? / rr L O 5 B I R D 1 /9S ti Iv DATE �— C LJ N R Y V EW Ee)7"4 7EQ ASSOCIATES, INC. Q '' L = 33.�0' S/¢ ° z 7 = �� .. ��,10� DRAWN F��-1.45 E _HRFE \L/�xjm d_�7-ot7 -gyp Lill , CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS �qD BY rpR� �E R T r of /8ca . o o" (�01 DATE 2�83 ,,� VERNON CONNECTICUT S 7 27= � CHECKED 2 w — � l E M L3v LD IVG COMPANY /9� BY NTt-t/ COMM. NO: DATE. SCALE: SHT. NO: 1 CCDCJ/V7-RY V/Ew E7577A7-E5 �H.45E ONE DATE 983 50CJT/-• W//VOSLOR CONNEC7-/Cv7 77 - 4-09 Near' � lg63 / ' = 40 ¢ of /2 i s � j I I \ - 1 1 \I \ .. N I 6.C.q�S L/i✓G''!.'� �H.q..i.✓c�'"G \\ \ \ / 1 /' ' I I 1 I � jQhL -33 N. NL Nl. / � I 1'r-- \ ti 1 { ! �,�o.�a.��U �vorrrq� ��o. Ems.✓. 32 i o� \ � \ / 1 \ ,,r✓�,. . ra s� j \ � \, \ \\ \ \ � \ \ \ � \ � / I I JJ( \y/ 1�j I I i I �` �� J :, f ` \ I './`� \,, ''•.,1 \ \. � i J 1 \ lk t 1 - \ `` . \ �• \ . 1 \ \ \ \ \ 1' 1 l , _3G•cc.� iN✓ ,32�, 2Q � 3 ` \ � � 4, 1 •� \' 11 \ 1 , \ l \ \ \ \ \ \ � 1 1 \ \ � \ \ I ICI \ � •\ \ \ \ � ' CA2!E257- .45ZV 324.00All XT A. r 1 1 \\ \ � \ \ ` � � \ \ \ \ \ \ � \ \ `• \ � \ L.. ���•tiiG,E G' G?��✓G. G✓. 9.G�"J �� \ \ \ \ \ \ I a 1 , .a - O;-1 I I \ \ \ ` \ \' \ \ \ \ \ a ►is DESIGNED REV DATE DESCRIPTION s No. 5447 4,+' BY TOPOGRAPHIC MAPRAL O D I =.. A"fols�>~R i-!`M/ { / SSOCIATES, INC of \ �` \'\ � \ `\ �\ \ • \ \ \ ` \ \` \\ ` � \ 1 � DATE COUNTRY VIEW E V�! ESTATES fSSlONAI.�� DRAWN CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS �-- BY -�-�—� PHASE THREE DATE PROPERTY OF T M BUILDING COMPANY VERNON CONNE:. ? ICUI- ` , \\ \ `\ \ \ ` \ \ \ \ \ 1 \ \ \ \ CHECKED . ,,.._..,....,.. BY SOUTH WINDSOR, CONN • CCQMM._NO: DATE: SCALE: � ��, SH J `t�d�: 12 \ \ \ \ 77 469 N 0 V , 1983 N \♦ \ \ \\ \ \\ \ \ \ \\ \ \ \ \ 1 1 \ \ \ 1 \ \ 1 \ , DATE JUSEPhi MERRITT S CO. - .I..obsed.�a[nr -sAidl�!11.1QIfi�lii/M1k1ki�Eaeiii$a�""• _ � I i G+ ` — L_�i�7i/'�-5= •�� .� -�� `mil q8 li l cis#8 - � � _ l`F 33.5•i..� c�"`i 7' � yj V TF 331-7' �x,�r- 4 4 g•, �. �- Ni---r 5 lool P31 OL✓ SrtiH-PiF5 `f F34-:5 1 F-t f 1 1 1 1 1� 1 , -- - loe I 1 - / � I — 1.. - -Pr -- -A -- — F W — — - - , - - - - - -L— - - 1 - � t _ .. — �- j4j� 52. ._ N INN - - ia t , - I I - i v - - - _ - + � DESIGNED REVDATE DESCRIPTION - - -.. I A R - - t-1 l c i i_1;,/�I ..-_C.. -� - -- �' - 7 _ ____ � ------�_.- - ___ _ ----_-_- - _•. ___- A TES, CIA I N CS� Y ENGINEERS LAND SURVEYORS �� COUNTRY �L PLAN ROFILE ESCONSULTING C{V1L AND SA ! . I TARY DRAWN - --� - -4 BY - - - PHASE T� REE I MP ANYVERNON CONNECTICUT - -_ _ - - - -- PRO F. DATE ERTY 0 T M BUILDING-- - - UAl" _ - COMM NO* E: ' 1 — �— CHECKED `. C` OUT H W INDSOR CONN. 4� 8 OF , .. - I BY `' 77-- �'69 NOV,NC} V i DATE I Q3TNIR4 - a; cow too 17 9.SL i — �-.•�,�..� ,ate f/G�f(�i'/fRGf/ �/r�F '�,� Tom.•'- „3a i�c�e• T7'= 333.•SO R v ryZ�' .d-� Ei�/G[.✓r�L.G �` 41'4-v1E-+2: r —`--- GO uCG- - Apr i v '! E ILf { f E -j -1-A. i I 1 i � f ! , - _ ( i i - _ f' - ' — — _. ....... .. .. Cam^ �- — /s ry _ - - t 5 ZrIAV4 �- -- - -- - — - ---- I - -— - -- - — - - - - -- I .r — L - y r'Gszo — - — — - — --- - - - - — - - _.. - .. - - — -- - --- -- - - — - - - - -- 1 _ i I_- - -- - -- � -- - - — --- -- -- - --- --- - �--- - -- ------- ( j _._ i --- - ..�-._ ... _ ..._ •yam`���E s1UY I�L�\ — --__- : I t it _ ' DESIGNED DATE- _. —_.._____-_ .T- -. DESI V DESCRIPTION 1 BY �: ,� PLAN PROFILE 0 F 1 L ERASSOCIATES,L O - _ 1NC DATE COUNTRY VIEW ESTATES :^ �� .S �poEla �iEGO LOCAran/ CONSULTING CIVIL ND SANITARY ENGINEERS LAND SURVEYORS .. DRAWN A G BY PHASE THREE — — —_I. ..-- _ _ _ _ DATE/o-.�� PROPERTY OF T M BUILDING COMPANY VERNON CONNECTICUT CHECKED { (� r� A- BY SOUTH WINDSOR, CONN. COMM. NO: DATE: SCALE: SHT. NO: � ` DATE 77 469 N0Vo 1983 V RT- I,_ 4,0 9 �F I z MJVII 3M7 OT OS X A 3��(VI .00 R3223 A 137"qU3N 00soaT .A.e.0 NI 03THIF9 - , , NOTES _ I B i 1. I. �tarm Drainage- Structures end Appurtenances shown on the,..-_(..-,�,..r.�,l:...�;­v..II-.......1.I.)-...I-..,.)�.�,.,"�I,.I.��..3 I1,I\�I:I I.1-1..�-%I1 I.,7;71.�v.�.,....-..Z.z� plans shall he constructed as shown bu f he deta{r'ls , by the S ¢� - -- -- ,-./, r�1 I sIi.-z7--,v z/�6-_ II.�.I..�.�1.I II(...I.I 1..1a..1 7 1:..-..(,,.�..�._:::..."I..,..r II,.-.I 1.I­C 3.;.�',1..I..i.....I...._...,)....-.,-.-,r.�I I..-I...'.....,'...;.I:q I.I.L,.I,1.-....k.II .I. --19&.I...I L-I�7-::�I�t.IA.,I,-LI.�I", ...".'aV�m.'.-,._II,..-IN\Q_F-I.P-_-W.�_oI!.I.I�F.-7:.-:.�,i_;--'-�7j-m LL-I�I1,I__I-I-=�I_.-"_,)�-"-II L I 1-1-.--I_i=­_C.-­_.,!,_5_._1_...r�TP--�1-,--,I,.-�_1*.,.:I-�-_I-eA.It-. -�IL,:.-I.-II 1,. ,".�_�,,",.f---I_1.-----1?-­_-.�)-I-_-I-0I'�J-II 4L­.)-j-6-,a-.-I---11-...--.-.-.-._�.W�-.�i-7,,-A0-�,1.,1I.iI I`i-I,:1I-I�I 3-c-L,1I1­-.I..I 7---1 II_I a,-L1-1-mI"*I-.1-.--1-­1:.-.=_1)..0._'b-�.--.III".I--�--?.ia-I 7 IrI.E.­,.-L�I­"-!_.z�*Iii I:IIII...­.-.,.--._-I---1--,A_..1 1,�-I I-1F1!I!-1i; ._-l-:,:.'::;I I-..7-�.-I-I,:-�If,�I..,I:r.z l!,.."�,;II I�:-�...,�.I I.g-.,.'._I_I I I.!I­.I2�b�.Im..I.�I-.--4._-I.:.,:�.I_-_I:I.5.1.7-1;­­1..--iIII-...�:I._4-,1I I3. ,I I..II....A.1�-..�.. ..1I--II.I=1..I..I IZ L.-I--.!_- ..I I I.,....I.....-..2....I...I...I..I---.."I.-,.r0T�aN..I.-�..I.I 1 1_- .I-�-.I.I 1rI�0.5j..(.-g)..I..1-�.�._r,�..4.i Ii.III._d:.o b..I.,-.-,..­..�.&,._....1.�.I.....--;­I�,I..'r.I.,I,I.C.'...I-..-.._L-I.'.II0.,L._�:1.iI I�II ll I..-..I.:......_..4.1_......1II--_TT.�.1�.I.,......_..��;_ 0>�-....f Z:�-N2 E\­\�.I0.'/...............��..'.-...II.....I.I......-..C,..I..".i...W-I...,..'�.....I-..�...-..1.:�I 1.I::..I..,...-�.....I11........:I:.....-.z,..1�......BI1..I..:,......:.-,..1,..I�.."..3..I,.I,..I":.1,!..-.....!-.I........l...�........Ib',.I...*....!.1.,..D.......I,....-..-..-.,..--I..�_.,N.'.1..�-....:I.I.,"....-..:.....1.I:....-�..1..4.-..,...... :.......1.�.�..*,.....x'.I.._.;�_�.I".II. / -- - - _ Connecticut Department of Transportation (L.0 . 1" j Bureau . C ; C of Highways Standard Drawings , and bi{ the Tlssrn of South --- _---�,) ..��I.I.,...,o.C..I-.*...1 s.�......,..:...:...;..J.-,..._.:.14-.�.._.J.:..�..:....I..1...x!I1.t-...:-......;:..:1':-.�.-.I:...._....:*.7.-...I.:1:.II.�.,.........:.:,....-...!...-�.,.......7I.I,­.*-....-...."'II%....�-- f i '✓in;Isur titand. rcr' Roadway tipeci fications. _. - MAh1►-tC�L� . 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Specifications and Drawings O . c oo I ' .•-.-4-----' are ParticuJarlq anvli.ca1) le : �' , I :+rt.iclN 4, nrl ol- b - Reinforced Concrete Pipe (R.C. P. , PP '/ . 1 1 I t\ /� 'I \�t4 ` r c� r� A t�l L-D - ,./E 2 1� �\ 14 � ` .>, C' Q. � - ,v .," D Article :K . 0R. 02 - Materials for Catch Basins , Inlets I �` � � L E �A2:"' F = 2Y .. CD P.-,-r i ►�i A' L_ D-- I �= a n.� P1 a n h o 1 e s -- . L &rt -any 5 . 06 . 02 s Winywalls anal Fndwalis 1-:5I-,.>:_.0,�1-c.:-.,",1 I�.�V..�_;,r 1.-,I.a_e./.,4lIc/--r_,,;I-.,--"i./"I,II­i I.�-.��/%I.II 5r I,"-/II.t i�--.\i,k4 �-,�,)-1 I�11-_I.1.`II1 II 1I.4 I�\1'4")-1_,I)_"_-r.I-­._�,A­I_,-I 5,-j1r­I:TI.z.5 C.--t-_-1.1-.-3.--.",G1-�,;-�,D`1-IE..1 Z�,OJ I.W0I_\r,I.=,v-I_..I_�,-E_"-.".,(LI ii,�./1-*)-I_Q Z_-..1.I.-.,..,/.�_..'2?-_--xi,1:."__L,._-1.,..,1a:6.�?CI�.t1,.�i.:-I c,!.I/3)',":I.�,.�--7- \\ `� 5 . 06 . 03 - %fa ter.i Is anr: Cons eruct: i on Requirements �� /� N . G.- I /Z DIA• "X�' 5 !-%� � I `--.tC•7 1---tC1L_ C5 Arri fe of. 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C�Dt�l s-T2u�.T' aD Snf•� �1 NET , [,OUR�E OVER MINIMUM _ 1.3 lIV CC�t� l� Cam" uPISE () SUCH-s✓o,":.c P5 :- •;I -1r' GG?A n� StTt3MiN�3L�'s M .4.T \..._. n� ��o G,Alr.tr<]t`t � PE2 1tVCt-1 ER TOWN OF SOUTH f I'� E=Sc.CE=Ei� A.i�l 1tJFi1*..'T2ATI�tV iZ�."T� P _ WiNDSoR STANDAZD Tstcr-t - '' STC P6 Tc� S3E •�`CC�A ALL3M. l�t•A : PEA Mtt.._� �� SEtivEE: f- E2 SAY. vt/ ,-/ SPECI FI C�TION5-. �--1-- "' O A IZ�S3 C = '�[;ZUA[.__ $- AN`t' i�ETA1 >i5 tVC]T SHc]Wt�J c>t�1 Ti"'415 SHEET SHALL_.�.rt3E T.�.IN � _ FQnM '� STAti1{7A�fl t�2nAlaW�ts•Y SPEGI F 1 GAT1 n t`i,s �' -- '<,+- �c�u-rt--t W I tJ►C 5G?� D•�`r�� 3.4.NvA�`C 1 �1 G3 Ate© A.k.._!_ _ MAt\ HnL-E STEP DETA4,1 L- c ANl7 �MPAi In--rEL7 „tom iZ M1f�! - J Na. S.i47 DESIGNED REV DATE DESCRIPTION - jj.� is D 1 R D = DETAILS A ND SEC TI 0_N C1��►St-4 r: D S'rC�Nt✓;i `' ;�- 'BY / /•G. /'ASSOCIATES, I N G fs iort.A etc S�t�E.1✓1`tt�� ,1} .. DATE kN. B CONSULTING CIV:L AND SANITARY ENGINEERS LAND 'URVEYvn"j _ '�• r � II- :t = III - DBRAWNr`� COUNTRY VIEWESTATES - CONitIECTiCU'l DATE SANITARY - STORM SEWER VERNON CHECKED COMM NO. DATE S T. NO SCALD': �� Y ,SOUTH - _ _ N.oNE _ N 83 _ F 77 4C9 V t9 DATE - - - uS?EbH wEtStiiil I CO' — cn ,may ••O� . i 4 b. / G -=:7 eee .�.EG'Ti��� �•� -� •- - — O ---� �w MEET F_-4 mot'+�� �.. � tfr� -� �'► MEAT �l�iS'T 1t�Ca C��I,�E SL�P� St_pPE 5 i r�r -� l3�A.RtN['ay FRS -�r — GNANNE�- *' 1 7t -0 G tag .r P►iEkv Y�95C�L'"r p 2"x3 ".��>✓ ,mod*L"' lf i GR, LINED CHANNEL A�, J tD , 'r t r�r+►�. 'f IH r�►v �" � ,�►t.+�w,Ni c� 1— h AS E ��..IILLfIf1��..i1.1�_.. Stones pitlb to tLe op of dam it vertical Piled stone'to stabilize leacing on all, ' I �►+ braces In all cases posts cannot be driven 12"into ground i t'- c, Diagonal }�+ 1 bracing 6., dia tb A - -f lop L I V r « .f « L3 i' —I — -- — — Tv [�E ► C' 'l N TY F,V_ C�-CR E mbwp.� r. -t e I N EREO aF2 4 A Q ,.. tl�.::1`Au�. 151 T A►K Ew Tv H AV t k1 E:" Stone IAyer to rover lop of tlaled h of §lraw {, r l i t full 1 ,e a did. min. _ E J _ _�. �► 4a ! ale' TH '�'� Yv ELL. C>Pt .Nta check dam to length GUN R�Tt C.tZAC��- �0 0 �--- , :� : . �. ►. n tirica► " top t — — (� �. � v H Vert. pools fi""d�a: rnln: i t�. Ii4A F+ " II►`tf.�.tww AX I i5 F'T I— IL a•� "�*� �A , -~� r ;, '` � ,f�a' ,Its tl��s'Pl1E` f tt+t, iC�►At q�'At `TG.� A t..�.,t_�vW 't'-N>�;iB E�?*R i M� ti;� ' . I G<r A.S �•. +Cs �", C74 1t►,e�►` 'T"a�A i�t le$► >�0 K e_r 1 e7IV cw.►r �i' raw a +,a,�. _ fieo p01 a{ph o pdim to hAvve a lavot .. � ,. - ®l tlat tl@ldat�fta 41f ttillil :5r C�ttiC Eta-tl .v�.'f"lit 3hA '. tlti i Irt6lin gfntitld N� N _ - TX I NV ES-Ev fliMB into$t 3Z�=.5'7tb it b � " � A TOP OF Piet. ELEV. = 3rc.S_ p Stone layer �.AN-1 N, N die., top tie 6"diL diagonal base � 6 ved.pod driven into streaaMdi possible Flow, cc ' CGSEz Wed hay of sUarr Stones piled ereund post anrt br4m Pile to be 15'pin,higb and 4' in die.to be used in all c LLL 0faya.uarsri�gp am. ( 0 GONN ,j jECTIQN A-A P/ !/`� T L �''01 0 ,,aD-�4 e�,> �' t�nBER CHECK DAtYt D�TA� = No. 5447 F,t ��AAk- flY1��1 DESIGNED REV DATE DESCRIPTION DETAIL AND SECTION L O M $ R D I BY „ ASSOCIATES, INC. DATE COUNTRY VIEW ESTATE : CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS DRAWN PHASE THREE BY CONNECTICUT DATE - PROPERTY OF T `c M EUILING COMPANY VERNON CHECKED SOUTH H WINDS 0 R 7 C O N IA_ corAM. NO: DATE: _ SCALE: SHT. NO: BY _ 77- 469 NOV 1983 I"_ A O 12 of ! z DATE