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HomeMy WebLinkAbout99-61P_NORTHERN HILLS LLC, KEY MAP NORTHERN HILLS SUBDIVISION_BUCKLAND STREET, BUCKLAND ROAD/ ZONING DATA ATHOLIC CEME TERIES ASSOC. / ARCHDIOCESE OF HARTFORD / / r \ � SHEET NUMBERS / GD ZONE N/F N/F WILLIAMS ELECTRIC INC / GD ZONE SOUTH WINDSOR REQUIRED PROPOSED MINIMUM LOT AREA 3 AC 14.1 ACf MINIMUM LOT WIDTH 200 FT 400 FTf MINIMUM LOT DEPTH 200 FT 2,200 FTt MINIMUM FRONT YARD 65 FT 65 FT MINIMUM REAR YARD 10 FT 10 FTt MINIMUM SIDE . YARD 25 FT 25 FTt MAXIMUM STORIES 2 STY 1 STY MAXIMUM HEIGHT 30 FT 30 FT MAXIMUM LOT COVERAGE N/A N/A MAXIMUM IMPERIOUS COVERAGE 65% * 65'Ifo STATE OF 5% BONUS (CONSOLIDATED PARCELS PERMITTED BY \ ZONING REGULATION 5.8.5 a = 65% ALLOWED) CONNECTICUT[ \ DEPT. OF i I N/F WILLIAM J. KR ' �' 'o A>N�KI N/F JEAN MARL JACOUES \ TRANSPORTA ION \ SET RON PM SHEET NUMBER 4� \ i AA-30 ZONE i SET R'ON PN -- — - ` , ����[)E ENTION T In the portion of this site >Mhich is hounded by the south edaP of the aDDrovPd driveway 0� N� / ASIN -�� �� I through the property, the epst side of Bucklarid Road, the property line to the north, and a line ,P / / whi h is parallel to , o he eose street hnA of Bucb land Road and apr.roximately 450 feet easterly d / # % thereof, the upplrc ant ogreet to grunt a future non—exclusive vehicular and pedestrian access easerr,ent to and fr,lm BUCI•;land Rond for the benefit ­f the current owners and any subsequent \{� owners of the parcels known as 116 Buckland Road and 130 Buckiund Road and the owners of any '�� PcjcJ l O/ ,� parcel lawfully subdivided th�refrorn. Thi, easement shall be granted and located and defined by g4 / DR/ metes and bounds at the tine cuf development of this land other than the driveway itself or at the N/F �N 1 R/vE „!� time of the submission; of q developmenf pion to tlhe Town of South Windsor for either 116 Bucklond Road or 130 Bucklond Road laid location of the easement shall be as approved by the ADELINE P. URSO o ,� t \ a .. town _aL South Windsor. sow*?, ) •`„" ' BENCH MARK ELEVATION TOP OF GRAN MON-2Dd18 SHEET NUMBER 2 / iI �. 0 GD ZONEI POD N /F BENCH MARK ATION c MfA 1 TOP OF OONC. -IYO. _ / '� y rE t 5_ 0 i CATHOLIC CEME TERIES AS$OC. I w ARCHDIOCESE OF HARTFOf D GA .DTN E N T E - KMI iStASOWL Dr5PLAY AREA Eli V SMITH _ E i V / F MARY A. �I 1 II VAR -RICK �� PROPOSED BUILDING I s MICHELL M II SLOWI CK; K I /r I \MICHELL M. SLOVUIC RfR ZONE ool", arm iN/F - - - - - - -- CURRIE A. & BARBARA R. FANDOZZI V) I \I v, B3 ZO \V NNI N/F DOWN EAST ASSOC. LT. PAR7-. 1' 14 i CUD ZONE - SHEET INDEX LD RECEIVED cj 1 KEY MAP ?- ,4 PI nT ICI o KI / PI & 4-1 j p �� L.J -P,, ,. G �`� �J�:�G,�DI; AMIN Df P R�� �� 5-10 (NOT USED) r. a 'la m*° 11-14 TOPOGRAPHIC MAPS* -F6''18TE 0 - o- a*(FROM NORTHERN HILLS FINAL DEVELOPMENT PLANS ` _/// /// ' N Z`' <✓ ., L .. .. . .y /yam `' { LGGd F N . - ' " 6 d J, / NOT RELEASED FOR CONSTRUCTION , ER:JJ NA M c APPLICANT:�,�. ACG -- _ C> CHIEF DESIr:�NE R: GI.1M 'Q L it ----NORTS, LLC w REVIEWED B'r DATE FUSS C aTs HILL Q 146 HARVORD ROAD, MANCHESTER, CONNE 040 1109 ROSE LANE � LL CURVE _ (203) 646-2469 � VIRGINIA BEACH, VA STRUCTURAL -- -J - - - ---------- NORTHERN HILLS, LLC / 23451 101,i i �i i iv/r HOME DEPOT USA, INC. NAM � DEp � r � i z KEY MAP V) � --- TE L. N 0 . (804)422-5566 _— -- -- -- RE✓1510N DATE: NORTHERN HILLS SUBDIVISION —100 0 100 200 300 w /' 10 20 99 © © BUCKLAND STREET MANCHESTER, CONNECTICUT QUj©10/26/99 0 ® BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1" = 100' w ii DATUM: H: V. JOB NUMBER PHASEI DATE SHEET N O. 1 SCALE —1'= 100'—� 96481A1 945 9 27 99 J \DWG\P96\9F,481 \,A1 \945 \\Ali-fs ' SY \GWG�o96` �35?N1'•.A1\t)a5',s :r -key !wg Mor I)ec 1? 16. 3h ,-6 1999 :amen: GAR. f / f / f 1 1 L I 0 I z t I I Q I I J I I I Y I U 1 i I W m I 1 rr CON, )ION. r'r' 3 II II r 0II III II II J P I I I I `\ 'I CL&P E&T NO.28052 I 1 74 I CONC MON. � ' I 011 CL&P NO.28051 E T I i l 1 I 11 II I i III I I t II U1 I I II � I 1 I z 0 11 1 1 0_ 11 I I CJ! 1I II �� I I EicTl E&T &T I I I I j�•11 BIT. ' APRON ' I f ISLOPE RIGHTS VOL. 695 PAGE 176 ILu z I I� c j I m I V) I I C9 Z 0 _J I I co m U) I L= 613.08' R=1964.00 Delta=17'53'06" Tan = 309.05' 10' WIDE DIRT TRAVELWAY MATCH LINE SHEET 4 LOT NO. 1 SOUTH WINDSOR AREA AREA=614,709 SQ. FT. 14.112 M%IrlLs I SO4'2 4' 07" W BEM/NG t STREET 10' BUILDING 43.66' Q SETBACK LINE I PO t O O vP S36"W 32.42 SITE J r S72'11'25"W 37.171 pVC S29'04'18"WLi / 37.70' �pWN �1NE M NC ESLu �R / "THE MALL AT BUCKLAND HILLS" ^�^ L17'37"W Z .58' U m LIDY AAAD NI(1T TO CPAI F' � .. / /o % / DELTA-6219'01' � [\ R=149.00' N71'15'10"E 15.78' / ' L-162.06 (\ z \ \ LOT NO. 2 \ / \ AREA=943,320 SQ. FT. S18*44'50"E 41.00'=21.656 ACRES m PROPOSED � PROPERTY LINE \ ( n DELTA>•90'00'00' R=50.00' L-111 14 DELTA-72.41'38' R-75.00' ((( / GRAN. MON. L95.16' I / 1 / t / / SHIP \ S18'44'50"E 10.03' / „W �qo2 NTED OTE NOSAS/ // S"11. �G 10 x �` -�> ._• A� OVCK�PNp / " FIELD LOCATED F S56'36'02"W r / / eor /- - so S18'46'45"E 0.78' DELTA=9'14'26" R_ 637 �0S78'46'45"E T=68.85' 28.82' / / .100 0 . ........... /500 / . N04'15'29"W r / 188.91' Ix SLOPE RIGHTS VOL. 695 cell / / �G PAGE 176 / / ZDwN LANE -� / ��/ i 26 GRAN. MON. 0 / DELTA=12'17'26" y-// / R=841.00' I / / L=180.41 Ioo T=90.55' �N Spv NGN�S O MP / N04'15'29"W 85.3C 100 0 100 200 300 SCALE: 1" = 100' PARCEL C MANCHESTER AREA AREA=248,374 SQ. FT. =5.702 ACRES ZONING DATA SOUTH WINDSOR BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE SEE SECTION V: ART. 5.8 PAGE 100. MINIMUM SIZE = 3.00 ACRES MINIMUM LOT FRONTAGE = 200 FEET MINIMUM LOT DEPTH = 200 FEET MINIMUM YARD SETBACK FROM BUCKLAND RD. = 65 FEET MINIMUM SIDF YARD SFTRACK = 25 FFFT MINIMUM REAR YARD SETBACK = 10 FEET NO. 7 SLOPE EASEMENTS VOL. 1297 PG. 222 ri p TO MY KNOWLEDGE AND BELI S' MAP-fS SUBSTANTIALLY CORRECT AS NOTE HEREONIL 11/ s 4 L� LAWRENCE R. GEISSLER, jR. ; ?• lc ,4a�`` NO 1232J THIS MAP IS NOT VALIG SN!THOU '0kW.:Q�'N'AL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. SEE SHEET 4 FOR NOTES. APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TELE. NO. 804-422-5566 L I�jPROJ. MANAGER: �rCH!EE DESIGNER. oREVIEWED BY DATE SURVEY '- a- CL SITE STRUCTURAL mo � J 00 co U t7C\/ICIr)Ki nAT9. 1\tom ♦ IJI V 1`I V/'\ 1 lam. rn _ A Lil I - Q V) ED a: DATUM: H: NAD27 V: NA E- a- SCALE: 1 = 40 1 1 _gh 0 � MPNC�ES �0-��0 m. 10I PSSOC\ P JM & UNINN YUl�.1LL connating Engineers 9 Q 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 Mor NORTHERN HILLS, LLC PLOT PLAN NUK I HLNN HILLS SUdUI VISIUN BUCKLAND ROAD MANCHESTER, CONNECTICUT JOB NUMBER PHASEJ DATE I SHEET NO. 2 96431A10 945 9/22/99 r r 1 �1 I GAR. ` S 4' WIDEBROOK 7g_12 ,52 »E 10 LOT NO. 2 t 25 BUILDINGSEr c 3 AREA=943,320 SQ K FT. , LINE / BIT. DRI VE = 21.656 ACR ' FIELD LOCATED WETLANDS SEE ` •� _ Ll r �� v� `' ' NOTE N0. 5 / APPROX. SLOPE LIMITS / AS DEPICTED ON THE ' > / PLAN IN MAP REF. NO. 11 S82'03' S18'20'32"W - E _ 35 7 72 ' 10.17 — I LOT 11410. L c�� - - _` - - AREA=943,320 SQ. FT. o S07'0 =21.656 ACRES 33.85' _ l S07'58'39"W ' 1 ' 3.16' -40 0 40 80 120 1 ' SCALE: 1 = 40, / RI - �., _� � z D1 l � / VEWpy �Z�' _ -_ r BUILDING SETBAC ' ! LOT N0. 1 l I N13'37'38"E �"'. _ - �` - S81'21'14„ K LINE / / N / 75.48' - �� - -'E _ 483.61' �- 1 SOUTH WINDSOR AREA - I r _ _ AREA=614,709 SQ. FT, f cv =14.112 ACRES CONC. MON. I HOUS `� �� _ _ ' , ` ' / S20'33'38"w s I I I �I 42. 25' BARN 25' BU CK E coNc. LDIN 1 J � W MON/ G SETB '1 H15 MAP PRODUCED BY~' o / LINE PAWING ON / MAP REFERENCE: / ► / 1 "PLAN PREPARED FOR BUCKLAND HILLS DEVELOPMENT PARTNERSHIP BUCKLAND ROAD 8. "PLOT PLAN & PROPERTY SURVEY MARIE EDLUND 90 BUCKLAND ROAD SOUTH WINDSOR, / W _ CATCH BASIN 0 EXISTING IRON PIPE 0 EXISTING I.ROD OR LPIN 0 EXISTING DRILL HOLE 0 EXISTING MONUMENT IQ UTILITY POLE h GUY WIRE -� SIGN WETLANDS FLAG !! \ I In the portion of this site which is bounded by the south edge of the approved dri eway through the property, the east side of Buckland Road, the property line to the north, and a line I which is parallel to the east street line of Buckland Road and approximately 450 fe t easterly thereof, the applicant agrees to grant a future non—exclusive vehicular and pedestria access easement to and from Buckland Road for the benefit of the current owners and any ubsequent owners of the parcels known as 116 Buckland Road and 130 Buckland Road and the o ners of any parcel lawfully subdivided therefrom. This easement shall be granted and located and de ined by metes and bounds at the time of development of this land other than the driveway itse or at the time of the submission of a development plan to the Town of South Windsor for either 1 6 Buckland Road or 130 Buckland Rood. Said location of the easement shall be as approved by the n •�town of South Windsor. l 11 __j 11 l li' N/F WILLIAMS ELECTRIC- / « �> / VOL. 161 PAGE 143 \ / !! METAL FENCE POST ii 241.54` O A) N/F WILLIAM J. KRAWSKI r — \ VOL. 451 PAGE 89 co __ ` /RON lI I •(�. HELD OD 11 / ` \ — �\ _ FENCE POST I _ « O / Z/ / /1 � os 3' WIDE — I Il I t / I BROOK GAR SOUTH WINDSOR, CONN. BOUNDARY SURVEY" SCALE 1"=100" DATED 9/7/88 REV. TO CONNECTICUT" SCALE 1"=40' DATED DECEMBER 14, 1968. SO4'24'07"W SEE SHEET 4 FOR NOTES. �l r7z, R MATCH LINE SHEET 3 TREE LINE 11 /13/90 BY MEEHAN ASSOCIATES. 2' 3 LOT SUBDIVISION FOR WILLIAM J. KRAWSKI 130 BUCKLAND ROAD SOUTH WINDSOR, CT." SCALE 1"=40",1"=100', DATED 4/20/94 REV. TO 11/22/95 8Y PUDELER ENGINEERING. 3, PLOT PLAN MANCHESTER 1-84 ASSOCIATES AND JOHN FINGUERRA MANCHESTER, CONN- ECTICUT" SCALE 1"=40' DATED 9/2/88 REV. 9/29/94 SHEET P1 BY FUSS & O'NEILL INC. 9. "PROPERTY MAP PREPARED FOR JEAN MARC JACQUES SOUTH WINDSOR, CONN." SCALE 1 "=200' DATED 7/23/90 BY REINO E, HYYPPA ASSOCIATES. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES HARTMAN TOBACCO CO. PROPERTY SOUTH WINDSOR - MANCHESTER, CONN." SCALE 1"=200' DATED 1 10 73 REV. 1 2 79 BY GRISWOLD & FUSS INC. / / 43.66' o I- r� � o J a rn PROJ. MANAGER: C077f~irt�l�rl, E7Z1>V66' : n 146 HARTFORD ROAD. MANCHESTER. CONNECTICUT 06040 O LEGEND10. CHIEF DESIGNER:. REVIEWED — BY DATE -� -- -- PROPERTY LINE 4. "TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM BUCKLAND HILLS EASEMENT LINE DEVELOPMENT PARTNERSHIP BY THE STATE OF CONNECTICUT BUCKLAND ROAD" SCALE 1"=40' DATED JUNE 1991 BY L-C ASSOCIATES. —••'�`'••- •••--- EDGE OF WATER 5. "BOUNDARY LINE BETWEEN SOUTH WINDSOR AND MANCHESTER AS SURVEYED AND MARKED CURB UNDER AGREEMENT DATED APR. 15, 1911" SCALE 1"=200' BY FORD, BUCK, & SHELDON INC. WETLANDS 6. "BOUNDARY SURVEY LAND OF JEAN MARC JACQUES SOUTH WINDSOR, CONNECTICUT" SCALE ill -inn" nATpn 1I /0(1/QO RY r:APnNFP Rr PFTFPCr1N ACSn('IATFS E&T E&T E&T OVERHEAD ELEC. & TELE. ,� , �. �.. .--.,......--. ------------------------ STORM DRAINAGE PIPE 7. "PLAN PREPARED FOR MANCHESTER 1-84 ASSOCIATES BUCKLAND STREET SOUTH WINDSOR, -------------------- CT." SCALE 1 "=40' DATED 5/26/94 BY FUSS & O'NEILL INC. —0-0-0— FENCE 11. "STATE OF CONNECTICUT - DEPARTMENT OF TRANSPORTATION SOUTH WINDSOR, MANCHESTER RECONSTRUCTION OF BUCKLAND ROAD PROJECT NO. 132-100 SHEETS 45, 47, & 51 OF 140 DATED 1991. 12. "PLAN PREPARED FOR BUCKLAND HILLS DEVELOPMENT PARTNERSHIP BUCKLAND ROAD SOUTH WINDSOR, CONN. UTILITY PLAN" DATED 11/30/90 REV. 12/27/90 TOWN .COMMENTS BY MEEHAN ASSOCIATES, APPROVED 2/26/91, FILED MAY 22, 1991. 13." FINAL DEVELOPMENT PLAN C.U.D. 'LONE MANCHESTER G. D. ZONE SOUTH WINDSOR NORTHERN HILLS MANCHESTER, CONNECTICUT SOUTH WINDSOR, CONNECTICUT" DATED AUGUST 14, 1998 BY FUSS & O'NEILL INC. 14. "PROPERTY SURVEY PREPARED FOR NORTHERN HILLS, LLC BUCKLAND RD. & ST. S. WINDSOR- MANCHESTER, CT." SCALE 1"=100' DATED 7/13/98 BY FUSS & O'NEILL INC. APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TELE. NO. 804-422-5566 z M I M 071 11 SPRING WITH CONC. COVER. SEE BOUNDARY NOTE NO. 6 SEE VOL. 14 PAGE 477 iNiS MAC PR71_)0( F.I' :'ARglt,t.vi;;_ 4ri� �l?AIA/t+Vi, •;tiv 14F' •IAN� Fs )irli NrM.n[i � IRON PIPE N21 '20"E (H° / Q L!!f'1- �OZGt�1 GvCi7ccE�i1'� 0.7373' M"u"AM AvIC �.Cru irrnn,DCWnD r•T 0607427K6 ,..nI &16 ,.� tvr- \ ARE � A CODE 860/644-251: FAX 860r644.3781 N/F WILLIAM J. KRAWSKf � � .� November ] u, I 9clr, VOL 451 PAGE 89 mil. C Northern Hilis. LLC' feb p�GF ✓gcoVc/o john FS 1109 Rose L:gut: -ra \ � Virginia Beach, VA 23431 CERTIFIED MATT. Dear Fins;rtcrr�.r: Re: Appi 4oc1 F; l P, Nordin: n Hillis LLC: Subdivision rV ry \ �� We are plr.scd to advise you that the Planning & 'honing Commission voted on / \ \ • October 26, 19U'-) to approve with modifications application #99-61P, Subdivision on 3 M \ �643,, acres to create lo,s to be kilo%vn as "Northern Hill Subdivision" on properq located \ E on the easterh• sick- of 13u::klind Rd., southerly side of the Manchester Town line, GD / 976 none as sh.,ivn run plans prr•pired by Fuss & O'Neill, prgject # 99 402A10, dated (IV, WIRE STOCK \ 20 ZN / FENCE \ s'e 10/11/99 as IeN:sed. This approval is subject•to the following modifications: 4/1vE 1 This approval is for 2 lolti, n.Grnbered 1- 2. 2. Draivaitc :Aria com'ruu tton for this subdivision is subject to the approval of the 3., All k,,5 �h.;ll be sr.r� ic• -d 1 v the Town of South Windsor sanitary sewer system and are 8,.1hlPc•t 1") div approval of the Water Pollution Control Authority. \ \ `` N/F ✓� 4. Water -.Ball he s1iI)-,A; :d u, this subdivision by public water. \ q \ 1104N MqR 5. All c iiscim-rits for cunsrrv�irioil purposes, drainage or utilities, that may be 9 `• Aso p c jqC requii%_,J in connccuor. with the approval of this subdivision, must be submitted \ 76 .400U on standard �v Trn , ascm,. m form. where appropriate, to this Commission prior to � FS filing the rn\!ni s ,)mt itisL:-mce of building permits. All deeds for open space, \ ) public: iriprr -� t:inon%3 ; ind naadways must be submitted prior to request for Town e acrnt:inc c:; Dili dced5 :nLI',f b(- in accordance with the policy for accepting deeds and rnr:st i>c ,pp: bti tile- Engineering Department and Town Attorney. \ qA RFF N \ Q 10 ` / / 10N / / / / / 6. If, for any reason,, finished grading and other individual lot site work is not com?lcted, the-Tovm Engineer shall determine the amount of a cash bond to ensure final grading and site work.. This cash bond must be submitted prior to issuance of a Cerl.ificate of Occupancy. 7. Quantity estimates inust be submitted to the Town Engineer (on the encloses( form) for the. purpose of determining subdivision bonding, and all bonds shall be. posted prior to filing the plans. 8. A drainage assessment tee in the amount of $100 shall be submitted to this. Commission. 9. If a Stt>te Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS14-311). 10. An access r-,ast,menr is required to be granted to properties to the north (as stated on the plans). 11. Engincer ng comments of 10/25/99 must be addressed. 12. Maximum impervious coverage for entire subdivision is limited to 65% (after all sites aro developed.) Black and white tr_ulsparent rnylars of Sheets #2, 3 and 4ve modifications, together v<rith three blueprint copies of the entire set of plans (including architectural elevations) must he submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Consertation Commission, must be reproduced on the mylars. After mvlars have been signed by the Commission, they will be returned to you for filing in the Offirc of ihr Town Clerk by January 28, 2000. After filing these plans, a copy of 01e rc•;:c ipi must 1w submitted to the Planning Department. Sincerelv, Jt ce 0-, �l s� Il i/!! ✓ Sue W. Larsen, Chairperson Planning and 'Zoning, Commission, Enclosure SL/dw . cc: Town 1:nginecr, Chief Building Official Assessur + LOT N 0. 2 \ AREA=943,320 SQ. FT. \ =21.656 ACRES \ I �R + / / Spy NHS DER i \ WATER 1 TANK + N/F TOWN OF MANCHESTER S�Jg 25 - �"` + zz NOTES: O 0� r TO MY KNOWLEDGE AND BELIEF,' THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE HEREON LAWRENCE R. GEISSLER, JR. LONO 12327 THIS MAP !S NOT VALID M1HOUT 'AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THIS MAP IS A "PROPERTY SURVEY": THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY" THIS SURVEY MEETS THE HORIZONTAL STANDARDS OF ACCURACY OF A CLASS A-2 SURVEY. 2. THE INTENDED PURPOSE OF THIS MAP IS TO DEPICT LAND TO BE CONVEYED. THE PARCEL IS LOCATED IN SOUTH WINDSOR AND MANCHESTER AND IS A PORTION OF THE PROPERTY AS DEPICTED ON THE PLAN IN MAP REFERENCE NO. 14. 3. THIS SURVEY WAS PERFORMED IN THE FIELD ON 1 /20/97 & 1 /21 /97 BY FUSS & O'NEILL INC. 4. THE SOUTHERLY PROPERTY LINE AND TOWN LINE WAS ESTABLISHED BY HOLDING THE PLANS IN MAP REFERENCES NO. 3AND 7. 5. THE WETLANDS DEPICTED HEREON WERE DELINEATED IN THE FIELD BY HIGHLAND SOILS AND FIELD LOCATED BY FUSS & O'NEILL INC. 6. THE SPRING IN THE SOUTHEAST CORNER OF LAND N/F WILLIAM J, KRAWSKI IS SUBJECT TO RIGHTS AS SET FORTH IN VOLUME 14 PAGE 477 OF THE SOUTH WINDSOR LAND RECORDS. 7. THE PROPERTY IS LOCATED IN A GD ZONE, GATEWAY DEVELOPMENT ZONE. 8. THE EASTERLY STREET LINE OF BUCKLAND STREET AND BUCKLAND ROAD HAVE BEEN ESTABLISHED BY HOLDING THE PLAN IN MAP REF. NO. 11 IN CONJUNCTION WITH FIELD LOCATED MONUMENTATION. APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 TELE. NO. 804-422-5566 -40 0 40 80 120 SCALE: 1 " = 40' rnFM & Mom. INC Cons11ating E7wiineem moF 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 -mm/ (203) 646-2469 i W 1 �I 1 j I I I I I I� END OF CONNECTICUT cn I I WATER COMPANY'S SYSTEM !!I SECTION "E" SEE SH. NO. I �Ir NO.280511 1 1 I 1 II �I 4 1 I I Ij SECTION "D" 1 ' I SEE SH. NO. 25 jl I I%i �I CL&P 1i N0.2805P�1; � I / I �\ Qom/ SECTIO U ��\`�O - - SEE SH. 0.' 25 I , Ov�N S� PNON M I� 'il Ili I,► ,_ Ill �- ,,�;P- „� I! I - - �r ON I„ g>, SECTI SEE SH. N01 24 RETAINING WALL "A" 1 SEE LAYOUT PLANS, WALL ELEVATIONS SH. NO. 39, AND TYPICAL SECTION SH. NO. 38 _ SECTION "A SEE SH.,,1N0. 24 1. THIS MAP RAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20— 300b-1 THROUGH 2O-300b--20 AND. THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE-CONNECTI.CUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THIS TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY; CLASS OF ACCURACY IS T-2 (TOPOGRAPHIC ACCURACY) TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE HEREON LAWRENCE R. GEISSLER, ,1R L.S. NO 12327 THIS MAP _IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. MATCH LINE SEE SHEET B t '+ 205 5+ 2 5 --' - j� o. \til t- -' SAN MH #6 TF=2ur;.8 V / �, ��/ �h ( p-1 NN co10 INV.1IN=202.0 1 / •.��`�*+/` �� y / /`� � , ��% 2QL J+ +1207 All I f —� TINS" i MH #lO T\F. ry19 1 i -► �� o / j R�'" INV. / /, ilvv. EET EXISTPN _ F 1 I 1 / ♦ �//�� / i� TO F!ELC tic; , \ 11 R�1 56 1 I 1 �I •j Q, I �1 / �i' - �� �'�. �I/ �� 2� o ���'SEE GENERAL ,NOT,�-,N,f � ,� 3�. D GO �NIQiOI c�0 . I , J ♦ a ♦: 206.254N j` 205.3+1 '' `' X 2 �g , 1+206.4'��`♦ / / v PLO� II I it ROPOSED VWE S I Ir BUILDING FIN. FL. EL. 207.25 a o� r r. x 11. �� _ �Ati. • MH 5 I .F 20.6.0 206.75 I i II; INV. INf197.1 !j'�• 08 NV.' JUT=197.0 i o Q �l'pl / 2 °?� 00 tv N `� GAS �wv r `+ 206.4+I ' `y �/ , �,' III f3 206.7 Q0. 2061 206 I �' +206.7 ' �" i ,� /;%� F 6 SS�� 06 \ TF 205.0 207.5 1, I. NPUK BARRIER 220 ' _ f i L_ , 4 4 ol JQj HOME SAN. MH #3 .F. 9'2'. 7 R 88'� 4�� 11 1 INV. I -1' 82 INV O IT=11 '2. ' vCob-0 I f 11 __ _•_ 61 rr / °c� 8cP N0.857$ .00I� i op \VI ` t SAN: VH #�A T F. 1,11 j INV , IN=1771.1 INV. 0UT='1F1.7 X S N. MH .*2 T.F.,A 11.�,� 3 / /Ll Z / c E) / N. MH #1 T.F. 158.0 ' INV IN=152.0 INV. OUT=144.0 1 D 10, I ° L i NOT RELEASED FOR CONSTRUCTION Q PROJ. MANAGER: Us E EXIST. SAN. M.H. WI /, CHIEF DESIGNER: FUSS & MULL INC,Consulting Engineers no INV. IN=142.0t �� REVIEWED BY DATE 146 HARTFORD ROAD. MANCHFSTFR- CONNFCTICUT 06040 V - - -• - -- - • -- -- -- --- - (860) 646-2469 SURVEY -; t SITE ------�-- �— —__ -- STRUCTURAL- NORTHERN HILLS, LLC ------- — ---- I I_j APPLICANT WIC TOPOGRAPHIC MAP ---- - -4D 0 4D 80 12C NORTHERN HILLS LLC 1109 ROSE LANE G v nl= , r-I N I A I n r\ rr-I nn A A I-N I T- n I A N I F IINHL VC VE_LVr"IVICIN I I-'LNIV REVISION DATE: 5 9 24 99 / i .�� f, 3/30/99 �4 /21/` 9 �10/5/9`? VIRGINIA BEACH, VA. 23451 w! I BUCKLAND STREET MANCHESTER CONNECTICUT SCALE: 1 = 40 TEL. NO. (804)422-5566 Q ` - - - - I , , _ ' BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - �_t ''��4- IwjL DATUM: H: V: _ pf= JOB NUMBER i PHASE' DATE i SHEET NOa 1 (A SCALE: 1 40 96481A1 1 945 2/11/99 1 :, w . ,3� I r � � r iAEG / +00 / 00 lei ;; ► E � I / !- -- co ► 1 Z2 Dh.1EN i160 ION�� I �� SECTION M r _ I O SEE SH. NO. 29 AINING WALL "D" .il - - SE LAYOUT PLANS, ►�( 6p WALL ELEVATIONS SH. NO. 39, AND TYPICAL SECTION SH. NO. 38 J - I 9 '�"N \ +- I.I TEE SURF'--CAND WL4M-3sM ATC# LI �r II ; ALA WALL SEA TION`• SH. N0. � 8 ;�ETAiN[NG nAiALL \P SEE \LkYOUT LANS, \ %/ WLa /I YY YI LL .L_L� Vr� 1Iv,N L ,->r IV U. JV, P11N LJ\ , T`VI A.L WALL SECTION `SH. NO. 38�4 2s WL42 \� I r. I FILLED WETLANDS APPROX. 2156 SF (0.10''RE. -� \ �� m5 ' OR 0.05%) REPAIR ANY DISTURBANCE TO WETLANDS DUE TO THE WALL INSTALLATION 40' REGULATE , ET AREA' �� o / __ ; WETLAND AREA CREATIpN NOTES: ,ems ,t ,,� ` �\ 0 \ Ov . TOPSOIL FROM FILL ,AREA OF WE AND #2 TO PE STOCKPILED FOR USE cocoIN WETLAND CREATION AREA. iX� 2. 12" OF TOPSOIL Td BE USED IN WETLAND CREATION; AREA WITH FINAL i 0 00 y 1� /TOPDRESSING TO BE THE STOCKP ED TOPSOIL FROM FILLED AREA, °°� �� `�. ii I 3. WETLAND CREATION AREA TO kETABILIZEQ WITH WET MEADOW MIXTURE S APPROVED BY ENGINEER OR WET AND SCIENTIST OVEF SEEING WETLAND CREATION. ` 4. ALL DISTURBED AREAS AROUN WETLANDS, TO BE !STABILIZED WITH WET, MEADOW SEED MIXTURE AND PL NTED WITH WETLAND SHRUBS. PLUG END ' o INV=181.5 ' WL8 2� - r X 1, ihlls AF HA q BEEN PREPARED URSJANT TO .HE REGULATIONS OF, CUNNE TICUT• STATE K9 I AGEN' IE`� SECTIONS 20-•300b-1 T,HROUGH 20-300b-2Ij -AND THE '`STANDARDS FOR SURVEYS AND MAPS IN THE S74TE- OF CONNECTI.CUT'• AS ADOPTED BY THE/ CONNECTICUT A5•SOCIATION OF LAND SURVEYORS, INC. SEPTEMBER 26, 1996. ?�P wL2a Q ; HIS -TIYPE OF SURVEY" -IS A. Qt,RAFHFC SURVEY(; l 190 CLASS, OF ACCURACY !S'T-2 (T;POGRAPHIC ACCURACY) 192' -194 WL10 -- --- - r -- - -- --- /� - WL23 c.• WL11 RETAINING WALL E H. - !� - I' ---- -- - LL N - ---- � -- - - --- -- t- -- f- I / SEE LAYOUT PLANS, ' WALL ELEVATIONS SH. ► - - -I - - �- - / ` II wLzz N0. 39 AND TYPICAL �� ► i �!= I �� I` �l �� M-12 SECTION SH. NO. 38 SEC TioN I co i� II p` -RETAINING 1�1ALL "F' . StE L �_ _ �LANS !' WALL ELEVATIONS SH. NC. 39, E SH NO- 2 I / I --, ` ` TYPICAL WALL SECTi,_,N NO ?>; 1 $ ( / I - f �l 1 b I li WL WL 3 i I I II OD RETAINING WALL "C„ \ III / i SEE LAYOUT PLANS, ,� I ► ► _ -f - - -I - - _------ If - , wL1a WA ELEVATION H 1 f 1 / 1 1 / / I � / a 1 / o N MODIFIED RIPRAP - - - 3 1� U4'-12" RCP *(TOP & BOTH S=1.00% (TOP PIPE) -0.21% (BOT. PIPE) 0 En 0 hl I !Y II fJ�i/ 11 0 i z I Q I_ i Y II U II m i II r / I I \ I\ CP CL&P S 1 M/T{-� S \ NO.2805 II T REST III' I r`I STORM DRAIN DATA e j, I I MATCH LINE SEE SHEET C W1-43 NL36 f _ •� i' j I CO J_ `H LL PROVIDE FLAGPERSON(S) AS MAY BE 2-STONE FILTER BERMS 1 REQUIRED BY THV TRAFFIC AUTHORITY FOR THE SAFE r ENTERINi= \ / _ _ 1 EXITING OF `✓ HICLES DURING CONSTRUCTION / 1 24 J , IMODIFIED RIPRAP \ #42 `�,, . I 28 / 6'W X 20.1 WL42 \\ PLACE 12" MIN. OF HIGH ORGANIC TYPE SOIL / TO APPROX. ELEVATION 162.0 / PLANT CATTAILS @ 24" O.C._s ,E 1 1 / 2-STONE FILTER BERMS , REGULATED ET S \ -_- -_i �/ WL2 ��ONC LEVEE SPREADER I , ' 1 15" WIDE X 22' LONG X 42" I AREA f f - 12" HIGH BERM TO CREATE C­ DEEP, TOP EL.@ EXIST. GRADE J J C 3 �F, LOW FLnW DRAINAGE PATH MODIFIED RIPRAP MODIFIED RIPRAP $ o° o �\ �� X I _ 6 N X 25'L ° 8°0 0 �. N y 1 / J _ ! R F HOOD AT OUTLET 000 0 r ✓ , GAS' - ° 7� , © Ste' �'_UG END ° / # 3 � ` IP 'waTs� a�4 / >( 0 46 �� Q 80'-?O ! 58'-24'_RC.P " - �, \ wL40 �� Z o - \ WL24 Q L-U T 30'h�P 40 0y.5J70 < #784'-24„ RAP C_1.OG% Qp 39 WL23 1 1 l 1 1 C�I #6 I f 1i 6 • I O� ° .i r v v I' ,-4- P' 'iR W?TER cr ---� IN J I I . � a I GE GIST I1 J I iyI I I TRUCK WELL li ' ✓� %vs IN f ' v � � WL22 WL21 #34 {: 4C WL14 wLzo 0, , I WL15 ,- 1 \` I WL16 O - - - I C � N � 11 ` WL18 WL17 rn I I x-�e--•->f----x X-X. METER LOC ATED x ° I( ' I it ,. - -- - INSIDE OF SUiLr INi� ° ;� ° I ` I II - I • - . --_-_ _-.-. -_ - __ ° BENCH MARK ELOVATION oPE AREA • �, �- 11i TOP OF CONC.. (OLD PROPERTYION.=199.4 ORNER) I u I • ° ,' it LdCOVERED AREA GA w • DEN CENTER ° • °�` o� •it- 0) RECEIVING I Ir Q � r----Pp f SAN. MH #4 PvC N.F O INV: (IN)=198.4L (CUT)=1 9S. 3 INV. 199.52 • ° \ d ° SEASONAL DISPLAY AREA Ij c -M.H. 20 ° i 3A�_ r\F L idd PREVE%TLR LI ;_ATLC - • `��� NSIDE uF BUILDING ° I E' F _CONNECT DOWNSPOUTS TO 15" ,r-PP 'T7'F'1 SEE BUILDING PLAN' FCR ='ZE Vv \c IpE I �� II I � ! (2) 3" PVC TELEPHONE CONDUITS • <�"' � 100 „ 2 G � I NO. TYPE T.F. INV. IN INV. OUT, 3 "C"CB 205.5 200.0 199.8 4 "C"CB 205.5 197.90 197.8 5 MH _ 206.50 - -- --- 196.9 196.8 6 MH 204.3 195.6 195.5 7 _ "C"CB 200.0 _ --193.3 193.2 "C"CB 199.2 --_-- 192.3 185.4 9 MH 187.5 182.5 178.2 10 SEDIMENTATION CHAMBER _ - SEE SHEET NO. 33 11 IMPACT BASIN - - - 162.0 12 "C"DBL.I CB 172.0 - 168.7 13 "C"DBL.I CB _ 172.2 _ 168.3 - 164_2� M.H. T ' PROPOSED LOWE'S INV. 21_-�. BUILDING _METER LocATEc' FIN. FL. EL. 207.25 INSIDE O� BUILDIN(.7 ' NO. TYPE T•F. INV. IN INV. OUT 14 CULVERT END_ -_ -___- _ - -_ 160.0 - 15 16 OUTLET SYSTEM 17 ---- ----------------- 206.6 - I --- _ „ „- - 23 C CB _ 23A_ MH DROP - 204.0 ------------- ___202.6 - 202.4 EXIST. 24 203.2 - 199.4 25 "C"DBL.iI CB 202.4 _-- -- ---- 198.7 198.5 I 26 "C"DBL.II CB --- - 199.8 -- -----196.0 194.7 27 ' C"CB _ 234.5 ----- 224.9 224.8 28 "C-'CB 233.9 224.2 224.1 MATCH LINE SEE SHEET A 1�< �\ \\vg \,9S #.32 SAN. MH #' 2 TF= 208.0 Nv. 'N=204.3 WL4 WLS W _6 WL7 WL8 WL9 WL10 M-11 WL12 I 1 W-13 WATER MAIN LEGEND_ REMOVE ,AP AND CUNNE, ,, ) EXISTING 8" WATER zERViCE !R) CAP END -AND MARK WITH POST FOR FUTURE LOCATION C' NNEC T ION TO ADJACENT SITE HYDRANT WITH 6" LEAD, 6" VALVE AND 6". X 8" TEE. (D } BEND WITH RESTRAINED JOINTS AND THRUST BLOCK (E RESILIENT WEDGE. GATE VALVE (RWGV} Fes) 8" M!N. FIRE LiNE WITH RWGV AND TEE AT MAIN i G i 2" D(DMEST'C LINE WITH CURB STOP AT MA!,N l H) 12"X12" TAPPING SLEEVE AND VALVE C) REDUCER K } AIR RELEASE W, WATER MAIN TO CLEAR CROSSING UTILITIES BY 18" . MIN WATER MAIN TO HAVE 4.5 FEET OF MIN. COVER 100 J . s #28 r # 30 �/ c / 5' FJGj°fo �N, #10 �� F �. R SPN• 23 0 / r #29 'NV. OUT=2G4.. I NoSDI 64'-15" RCP, S=1. % „ ��\A l R�� WL103 / -k7105 TF=205.6 INV. ;N1;NW)=195.5� -�//- INV. 1N tNE)=197 S �� -' ,4l i"/' NU I RELY l�!if'RUC I IUN INV. OUT=195.4 NO. TYPE T.F. INV. IN INV. OUT 29 "C"C13 219.2 _ 215.0 214.91{ 30 31 "C"CB "C"CB 219.3 211.9 _ = _ 215_ 208.0 - 207.0_ 32 "C"CB _ 209.3 204.0 202.1 33 "C"CB 198.0 193_2 193.0 34 "C"DBL.I CB _ 196.9 191.5(S)- 192.0(E) 191.3 35 "C"CB 196.8 192.8 36 195.0 190.1 19 NO. TYPE T.F. INV. IN INV. OUT PROJ. MANAGER: JJG 37 "C"CB 196.5 38 "C"CB 1996.5 192.0-- - 190.6 39 SED_IMENTATION_CHAM_B_ER - _^ SEE DETAIL SHEET NO.33_ _ 40 MH 194.8 188.4 _ _ 179.5 41 IMPACT BASIN - -- _ _ _ - _ 178.0 42 CULVERT INLET - 178.0 _ - __ l 43 IMP'ACT BASIN - - _ 177.8 46 "C"DBL.I CB 186.0 - - 182.5 47 "C" CB - 186.0 182.2 _ 175.5 48 CULVERT END _ - _ -_ _ 173.5 WN W Ld (J7 Ld Ld i CHIEF DESIGNER: GBM FUSS & OT01U INC. Consulting Engineers REVIEWED BY DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 a- SURVEY I (860) 646-2469 SITE - - --- -- STRUCTURAL NORTHERN HILLS LLC UTILITY AND DRAINAGE PLAN m FINAL DEVELOPMENT PLAN REVISION DATE: APPLICANT BUCKLAND STREET MANCHESTER, CONNECTICUT -40 0 40 So 120 NORTHERN HILLS LLC Q 1�11/16/99� �, BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 z J s DATUM: H� JOB NUMBER PHASE: DATE SHEET NO. 12.1 (B) SCALE: 1" = 40' TEL. N0. 804 422-5566 _ SCALE: 1 = 40 96481A1 945 10 22/99 , rr ill / rr NI'll 0r // » ,u l ill l r ! 11 !r l h11 ' # ;� ! dill r - 11 11 iJ� i !/ jll / /1 1 ' -_—�_ , ------.'� WL WL47 1 1 O WL46 00 WL45 y �� ��� s co WL I 4/ r �� \,cp `1751 `� = - ` i� \ \ �` \ ��l WI-2 O 00 ro \° — co NOT RELEASED FOR CONSTRUCTION MATCH LINE SEE SHEET B PRO_ J.___M_A_N_A_G_E_R:_ ____ 1, THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE r �i AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FORv F CHIEF DESIGNER: ��TTc��cc�� �ns���rpv��rr� n�T SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT �' REVIEWED BY DATE i'V►7rv7 v1�r1u.�L, INC.Consu�ting Engineers �-1 -,; , I 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 ASSOCIATION OF LAND .SURVEYORS, INC. ON SEPTEMBER 26, 1996. 'ni SURVEY i (860) 646-2469 rnJ i IrL Vf JVR VLI IS A TOPOGRAPHIC SURVEY; - :LASS OF ACCURACY IS T-2 (TOPOGRAPHIC ACCURACY)I SITE--t I To MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY L STRUCTURAL —- NORTHERN HILLS LLC CORRECT AS NOTE HEREON �, ' J — " - - TOPOGRAPHIC MAP w� -- APPLICANT VISION DATE: FINAL DEVELOPMENT PLAN RE LAWRENCE R. GEISSLER, JR. L.S. NO 12327 NORTHERN HILLS LLC 7 '�,; a .4;`�'; ,/99 G BUCKLAND STREET MANCHESTER, CONNECTICUT THIS MAP I-S -40 0 40 80 120L�j� / AND EMBOSSED SEALLIOFWTHEOUT AN LICENSED ILGANDLSURVEYORSIGNATURE VIRG ROSE LANE Q �4/ '99 v7/3o/99 zi BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT VIRGINIA BEACH, VA. 23451 z WHOSE SCALE: 1" = 40' w ci: DATUM: H: V: JOB NUMBER I PHASE ! DATE NAME AND REGISTRATION NUMBER APPEARS ABOVE TEL. NO. (804)422-5566 � 0- V: -- - I I SHEET N O .13(C) LL a SCALE: 1 = 40, 96481A1 945 2/11/99 IF w 11 / u / /# I i r // / r ! 11 ! 'll ! // // / � r " ill l li �3 Ir # r 11 ! ! ! 'll WL _� \ WL47 WL46 l 00 WL34 All" I WL45 STORM DRAIN DATA NO. TYPE T.F. INV. IN INV. OUT j L44 OUTLET SYSTEM SEE DETAIL SH.NO. 34 /— PLACE 12" MIN. OF HIGH ORGANIC TYPE SOIL TO APPROX ELEVA-50N 176.0 PLANT CATTAILS rg 24" O C. WL - -- 48'-1 5" ;PP, 5=1.00% 0 31 WL3 V5 � t �/44 >> j �� % WL1 -�� r O WL35 r 3 t a O DRIVE I r 1 12" HIGH EIERM TO CREATE LOW FLO DRAINAGE PATH MATCH LINE SEE SHEET B -40 0 40 80 120 SCALE: 1" = 40' Wtz NOT RELEASED FOR CONS T RUC T IUN PROJ. MANAGER: JJG CHIEF DESIGNER: GBM _ REVIEWED BY DATE SURVEY �' �; SITE---------�- j -- - STRUCTURAL APPLICANT -' REVISION DATE: NORTHERN HILLS LLC v �-- --- 1109 ROSE LANE i= �- - - VIRGINIA BEACH, VA. 23451 z DATUM: H. V: TEL. NO. (804)422-5566 n. -__ E ! � I SCALE: 1 = 40 �L. �■O Consulting FUSS & 0INC. ineers n 146 HARTFORD ROAD, MANCHESTER, CONNECTICC En9UT 06040 (860) 646-2469 -� NORTHERN HILLS LLC UTILITY AND DRAINAGE PLAN FINAL DEVELOPMENT PLAN _ BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER � PHASE DATE — 96481A1 945 22 99 SHEET / S ( ) 10 NO. 13.1 C v rc co Q co Lo cn cn Q 3 AL w ro FUTURE DEVELOPMENT ' N ti AN 00 A'f I \\ F���v \ ' y _- c\�Zk 'n0 26 1. 4 / J \ 0 Q ` �,�► �� P� 1. THIS MAP HAS BEEN PREPARED PURSUANT TO ItF? EGULATIONS OF CONNECTICUT STATE .� AGENCIES SECTIONS 20-300b—t THROUGH 2O-30 20 AND THE "STANDARDS FOR SURVE rS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED B1 THE CONNECTICUT �' G �'g\ �� = 426k00 / ASSOCIATION. OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THIS TYPE OF SURVEY IS A TOPOGRAPHIC SURVEY, owy CLASS OF ACCURACY IS T-2 (TOPOGRAPHIC ACCURACY)Qwv i TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTE HEREON LAWRENCE R. GEISSLER. JR. L.S. NO 12327 THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. —40 0 40 80 120 SCALE: 1 " = 40' INU I RELEASED FUR CONS T RUB: T ION PROJ. MANAGER: CHIEF DESIGNER: FUSS& 0�L INC. Consulting Engineers REVIEWED B Y DATE f, 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY 1-11 EL (860) 646-2469 - -- --------- SITE STRUCTURAL NORTHERN HILLS, LLC I Ut-UUNAI MI MHr r FINAL DEVELOPMENT PLAN REVISION DATE: APPLICANTi BUCKLAND STREET MANCHESTER, CONNECTICUT A NORTHERN HILLS LLC - _ _ _ 0 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 1109 ROSE LANE z DATUM: : V: JOB NUMBER PHASE DATE 1 !SHEET N O VIRGINIA BEACH, VA. 23451 Li _ SCALE: 1 �= 40 TEL. NO. 804 422-5566 96481 Al 945 2/1 1 /99 .14(D) i s r 28 S� NNA 2 CNN pVj' a N r \ \ STORM DRAIN DATA BENCH MARK FUTURE DEVELOPMENT - - --- __, ELEVATION TOP OF GRAN. MON.=285.16 NO. TYPE T.F. INV. IN INV. OUT 27 ,.-C„CEI 234.5 N ' \ C. PP RE GCN 8 PP E�10 CpNN� r�Oti �I owv owv owv —40 0 40 80 120 SCALE: 1 " = 40' NOT RELEASED FOR CONSTRUCTION IIPROJ. MANAGER: JJG _ cv _ I l t—IIEt DESIGNER: GBVI =1 REVIEWED BY DATE SURVEY SITE ---------►— - U,j STRUCTURAL REVISION DATE: APPLICANT ; NORTHERN HILLS LLC 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 DATUM:-- TEL. NO. 804 422-5566 SCALE: 41 0 ' J FUSS & � INC. Consulting Engineers O. 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NORTHERN HILLS LLC UTILITY AND DRAINAGE PLAN FINAL DEVELOPMENT PLAN BUCKLAND STREET MANCHESTER, CONNECTICUT BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBER PHASE, DATE SHEET N 0. 14.1 D 96481A1 945 10/22/99