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98-35P_JMJ CONSTRUCTION COMPANY PARTRIDGE MEADOW II SUBDIVISON SECTIONS 3 & 4_DART HILL ROAD
J.2 17 _nO N., F- or" SM)TIrl J, &esign rof essionals, inc. Civil Engineers. Planners -Surveyors CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 Inc. LAND PLANNERS LANDSCAPE ARCHITECTS 571 HOPMEADOW STREET SIMSBURY, CT 06070 (203) 658-1988 FAX (203) 658-1217 THESE DRAKNISYS AIM THE PROPERTY OF PEC216N PROFESSIONALS, INC., AN12 HAVE BEEN PREP 0 SPECIFICALLY FOR THE 01611HER/A LICANT FOR TH15 PROJECT. THEY ARE NOT TO BE U5W FOR ANY OTHER PURPOSE OR 5Y ANY OTHER PERSON OR PERSONS NOR REPP40CVCED IN AW MANNER YqITHOUT THE EXPRZ55 INRITTEN PEFZM19510N OF VESI(SN PROFE55IONAL5, INC. THESE PLANS ARE INVAL0 UNLE55 THEY BEAR THE ORIC71NALSIC—RATURE ANP IMPRESSION SEAL OF THE PROFESSIONAL E1,61NEM OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANCE As AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLE.IVE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P*(A �L LIC_ No. dQ:be 6b hD "At Jt It' �it .1 rn F) 4 ko- KAREN INAY 23 1�, HAGBARK ROAD 74 UEB RRf _T Ir ,_0 CIRCLE w CD D 000 -A > 01 C z < ::E C I R F_ 0;�,j Cr - i6 CIRCLE ICA T3 `7 74 Ld z D TUTTL Lin? CIRCLE 10 0 29 JARED w C T 4 Ou rn i 3 KELLOG CIRCLE g DAR7- "IR T /EW Ax ? 0 < 0 V) 5 V) SPINNERS z w x LANE L� HIL CHATHA APER C ASE > c,()N LANEO w 1�) \ > 0 R/ C11\ Li z \)r, I V co < LANE PARTRIDGE (j z D :;p 0 1115 SITE &ectiom 3 4) HITCHCOCK CHAPMAN 0 WAY CIR (Pvt.) SEDG CK EW CIR (Pvt,) DRI 41V "ef?PINE KNOB LOCATOON PLAN to -too FN 00 ON LL- __j (C U e" OWNER APPLICANT JEAN MARC JACQUES C /o JMJ CONSTRUCTION COMPANY 658 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 282-0628 1 2 --4 5-6 7-8 9-11 12-14 15-16 17-18 MAI SO VC., SHEET INDEX COVER SHEET KEY MAP ZONING DATA BLOCK Pi nT PI AKJ_q TOPOGRAPHIC PLANS SOIL EROSION & SEDIMENT CONTROL PLANS PLANS & PROFILES 'Vlcl .1a DETAIL SHEETS PLANTING PLANS KEY MAP — 100 SCALE SOR SOUVWINO IDLAt ,j�IJNGDEPT- �*w7u5j.9 tip 44 �1* b oo RE\/. ��AR(�,H RE\\/. NOVEME5ER 5, 1`�qb REV. 0(::,-rOf5ER 10, lcll:lb REV. SEF7D-15ER 3, lcle-1(5 REV. JUNE 25, 1c'.C10 L;)ATE: JUNE e�, 11�1�a SHEET 1 T 0 0 N pqvi--se- 4'. 0, ik "6 A vt� '0 t 1 4 �;7 N 7!� f V -v 2, M-. 011 .07,4-A 5 k"! - 4� 719tv" 0_141 Soud, 1540 SUUJVAN AVENUE - SOUTH WINDSOR CONN 06074 " . �":'! P - .. I ' o ASEA COCE 8601644-2511 K, July 2, 1998 ;4 -2, Certified Mail JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 K. y Dear Madam/Sir. 4- 4.1 Re: AppI #98-35P. Partridge Meadow It Subdivisions, Sections 3 & 4 Nlf - L� HEIDI B. 9& N : VH&D/ At the Jul�, 1, 1998 regular mer.ting, the Inland Wetlands Agency/ Conservation Commission approved appi #98-35P, JMJ Construction Company, Inc.- Conservation Plan Approval for the subdivision of 25.9 acres into 20 lots to be known as Partridge -tion 3 & 4 on property located on the southerly side of Dart Hill Rudd, T Meadow 11, Sm NI 0 E_ A-30 zone as shown on plans prepared by Design Professionals, Inc., Job No. 95-8 DA W 37 Nlf- 0 M N 4",' and revi%cd through June 8, 1998. This approval is subject to the following conditions: ROBERT & CAROL N. CHA TC� -6 I One blueprint copy of the entire set of plans and this letter reproduced thereon, A must be gubmiftcd to this Commission. This must be completed wfthin 63 days of CARL C approval prior to any construction activity on the 3ite. Plans submitted to Planning Zoning Conuniszion shall be considered having met this requirement, 1 Of y 2. The application shall indtxauify and hold. harmless the Town of South Wumisor 4� . against any liability, which might result from the proposed operation or use. k�' CHRISTOA ROBERT Nlf KIM SELIG liermits. SAEPHEW T & N 3. The permit is valid for five years and shall expire on July 1, 2003. It has been IWAICC's policy to notify landowner(s)/appticant(s) of expiring wetland GEORa "j However, it is the )andowncT(sj/appIicant(s) responsibility to track e-,q7iration dates NIKKI L. FORAN and notify the Commission of a renewal request at least C35 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. ,34724 -to rl =065 #0 ft 6. We recommend a bond in the amount of $5,000 be submitted to the Planning 082 M 7430 ff* It a 75 oc� 4.ZXJ J'q f25 va Zoning Commission to ensure compliance with the Erosion ariii Serlimewati n "7 0C. Control Measures. Very Uitly yours, INLAND WETLANDS AGENCY.,' CONSERVATION COMMISSION I Elizabeth A. Warren, Chairman EAW/prnm Cc., Chief Building Official Planning & Zoning Commiss,.on Town Engineer Design Professionals, Inc. --- I- 0-/2'��)OuM ?A)2d.4&t 1540 c;ULLIVAN AVC140JE - SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 September Z 1998 JMJ Con"tion Company. Inc. 658 Ellin" Road South Windsor, CT 06074 .,RE: Partridge Meadow - Sectiown; 3 and 4 SOUTH WINDSOIR� CT (Jentiemen: the South Windsor Water Pollution Control Authority. at its regular roecting of September 1. 1998, gave approvat for the connection to the Towns sewerage syvern of a residential subdivision off Phemant Way, wi nitwespecifically %hown on plans entided "Partridge Meadow 11 Subdivision - Sections I and 4 - South Windsor, Connectwut" pteparcd bv Debip Profwiorials, Inc., South Witv&ur. CT, Job No. 954&37, Sheets 5/16 and 6116 (dated June 8. 1998. rev. June 25. 1998) and Sheets 9/16. 106'16. and 11/16 idated June 8, 1998. no revisions), andsubject to the following: I . Technical 4sproval of the Town Engineering Department, 2. Final Authority approval and acceptance of the sanitary sewerage connection will be gven Unix the =wet line has been installed and inspected by the Town staff, and ba-sed upon IN- written VerifWatitlTk of the Townstaff tha said sanitary -ewef line wa&insialWt in,..uhst-anial conformance with the design plans previously approved by the Authority, and meeting all Town regiflatiom and appn4mair technical specifications mlating tom;mitary sewen-viistruction. 3. Sewer beriefit assessmew will be calculated and the owneradvtsed accordingly. 4 11& approval letter rmst be supenmpnscd on the final approval plans. Very MOY Ymm Tiiq,�Rj6dson, Chwrmiin Water Pollution Control Authority TH:rt cc: Matthew Cmlligan, Town Manager Michae J. Gantick. Director cf Public Works Jerry Iazwtta. Tovn Logineer Marcia Bam-wh. Dimct(w of Planning John Collins. Chief l3ttilding Insptoor MAP REFERENCES: 1. PROPERTY LINES. PARCEL AREAS, AND MAP BLOCK LOT NUMBERS ARE TAKEN FROM MAPS ENTITLED "CADASTRAL MAP, TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, CONNECTICUT". SCALE I"=100'. DATED MAR. 30, 1988. SHEETS 93,94,105,106, 117 & 118. PREPARED BY OUINN ASSOCIATES, HORSHAM, PENN. 2. TOPOGRAPHIC PLANS, SCALE 1"=40', DATE: DECEMBER 5, 1995, REVISED TO APRIL 30, 1996. PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CT. 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY RBISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 0 0 0 �4 'j 0 INFORMATION. ALL EXISTING UTILITIES SHOULD 4 3-12-99 UPGRADE BOUNDARY INFORMATION KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3 11-5-98 ADD APPROVAL LETTERS ELH C3 ha 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 6-25--98 REVISE ABUTTER'S NAME ELH 0 CONSTRUCTION. 1 4 C 0 no 0 -- ZI 0 nr%jl�� �nrl �r�71nkl� 7 0. A r,' r V r r UrN 3r-u 1 U1143 0 M r Lrl PLAN IS INVALID UNLESS IT BEARS THE �6_ IMPRESSION SEAL AND ORIGINAL SIGNATIURE OF THE PROFESSIONAL ENCINEER/SURVEYOR. NO. DA TE DESCRIPTION By NIF CHASE ORCHARDSLLC IVIF GARDNER CHAPMAN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-3008-20 OF T'HE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIA71ON OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY. AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P. MARTEL LIC No GRAPHIC SCALE 200 0 100 200 44DO IN FEET 1 inch = 200 ft. Zoning Date Block ZONE: RESIDENTIAL A-30 (C ONVENTIONAL SUBDIVISION) -1 ITEM REQUIRED/ALLOWED PROVIDED Tofal Parcel Area 25.9 cc. Lof Area 30,000 s.f. min. 30,000 s.f. min. Lof Widfh 120 ff. min. 126 ff. min. Lof Depth 150 ff. min. 200 ff. min. r)+ I" n wn rn rin — I v�j 1 !`� o/_ r" r-, 1 1-1/0 1 1 r, a 0/ — - 11 I_.; . U /0 1 1 1 U A. Impervious Cov. 15% max. 9.3% m a x. Building Height 30 ff. max. < 30 ft. Fronf Yard 40 ff.* 40 f t. Rear Yard 50 f t . 50 ft. Side Yard 15 f f . 15 ft. *Note: Variance granted to Sec. 10.2, at the Nov. 6, 1997 meeting of the Zoning Board of Appeals, to allow all lots fo have a 40' front yard setback. 860-291-8755 esign rof essionals, inc. I Civil Engineers - Planners - Surveyors - CIS 165 south satellite road south windsor connecticut 06074 K[Ey DESIGN.- SRB I DRA WN: SBIEH I CHECKED: PRD I ,/08 NO.: 95-8J7 I DA T,-.- AUG. 25, 1,99 7 DRA WNG NO.: D.- W08 \ 958J7 � 8J7KM. D WG A14FA CODF 'To -ton. opsouil-I T&deot 1540 SULLIVAN AVENUE SOUTH WINDISO" CONN .1174 October 10, 1998 CERTIFIED MAIL JM,J Construction Co., Inc. 658 Ellington Rd. South Windsor, CT 06074 Dear Sir/ Madam. Re: ADDI #98-35P, Partridge Meadows 11 Section 3and 4 We are pleased to advise you that the Planning & Zoning Commission voted an October 13, 1.998 to approve with modirk�arjons application #98-35P Subdivision on 25.9 acres to create 20 lots to be known as Partridge Meadow property located on the southerly side of Dart Hill Rd., westerly of the Vernon Town lint: and C-asterly of Pheasant Way, A-30 zone as shoAm on plans prepared by Design Professionals, 95-837 .wd revised through September 15, 1998. This approval is subject to the following modifications: I � This approval is for 20 lots, numbered 32-5 1. 2. Concrete sidewalks, built to Town specifications, sball be installed on one side of aU new streets. 3. Drainage and construction for this subdivision is sutiject. to the approval of the Town Engin"r .1 All lots shall be serviced by the Town of Smith Windsor sanitary 'xiver systern and are subject to the approval of the Water Pollution Control AiAthont-Y 5. Water shall be supplied to this subdivision by public watcr. fi. Street fighting shall be installed oil sMets, at L'Itersections. and uii cul-de-sucs in accordance with the policy established by the Chief of Police. Street lighting is to he coordinated %%ith the Chief of Police. 7 Street names and locations offirc hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor Street riamics and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expen%e to the Town. 8. A liability insurance policy shall be submitted to this commis%iun narning the To%-n of South Winds-- as -_ ., -g-1--.1 _--i- r__ 1 1-1 � — ... w;& &KIC; 1111ill liar UU"Uy ir�uxy and/or property damage in the amount of $ 1,000,000, 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/ Conservation Commission, including a bond in the amount of $5,000. 10. Prior to commericcment of any site work, a pre.construction meeting must be lield with Town Stalf. 11. All plans used in the field by the deveJoper must bear the stamp and auLhorized signature of the To-wn of South Windsor 12. In accordance xith Sertion 4. C. 1.c of Lhe Subdivision Reguiations, a fee in lieu of open space is required. The fee will he ten percent of the fair market value of the property prior to subdivision approval. This fee is payable an a per -lot basis at the time of initial conveyance of each lot- The applicant must provide, with the Commission's agreement, �ui appraiser to detcrnunc the fair market value. 13. All easements for conservation purposes, drainage or utilities, that mav be. required in connection with the approval of this subdivision, rnu%t he slibinitted on standard Town casement form wherc appropriate, to this Commission prior to filing the mvlars and issuance of builduig permits. AU dm-ds for open space, public improvements and roadways must be subizutted prior to request. for Tovm acceptance- all deeds must be in accordance %rith the pohr� for accepting deeds and must i� approved by the Engjn",ring Department and Town Attorney. 14. Footing drains are required for each house. Prior to the building of any srructure on a lot, a topographic map, drawn to a scale of I" - 40', shall be submitted for each lot in the subdivision, sho,�ring proposed vontours, elevations and the location of the footing drains. No huilding permits %ill be issued until the proposcd contours, flcx)r elevadons and location of footirig drains have beer) approved bv the Town Engineer. 15. If, for any reason, fmished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submiLted prior to issuance of a CerLificate of Occupancv. 16. Quantity estimates must be submitted to the Town Erigineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall bc posted prior to filing the P13ILS, 17. A drainage assessirient fee in, Lhe atmounE of $ 1,000 shall be submitted to this Curntnist>iun. 18. No building permits will be issued until all modifications have been complird with, and the final plans have been filed in the Tourn Clerk's ofrice 19. Town Engineer's review comments dated September 15, 1998, must be addressed. 20, The Planning and Zoning Commission notes that land in Lhe Town of Vernon, east of this subdivision is wried for "Special ECGnomic. Development" which may include commercial/ industrial development. Black and white transparent mylars of Sheets # 3 and 4 with the above modificAtions, togirther with three blueprint copies of Uic vnTire set of plans liticluding architectural elevations) must be 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/ Conservation Comrrussion, must be reproduced on the navlars. After -nylars have been signed by the Corrunission, they will be returned to you for riling in the Office of the Town Cl&rk by February 1, 1999 Aft&.r filing thes(-- plams, a copy of the receipt must be subimaccl to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Fra.nk A- Castro, Jr., ChairmAn FAC/dIvv Enclosure cc: Town Engineer C�uef Building Official Assessor Superintendent of Pollution Control Fire Maxshal Board of Education Petcr DcMallie, Deciign Pratcssionals Par&jrdre Meadow Il CSUBDIVISION - SECTIONS PREPARED FOR SOUTH WINDSOR CONNECTICUT SHEET 10 .10 , I I � - - , 1P, � f� � ,, � ,�; I -,� . � : .e .? -x I 01 . �� ,� I -m , I Tr'%ffl%qq;r'��7?,qp�*Z-'F?T*-.��W-lk'VIXIWI-"�--l"-j",T"A�-41�IF4-wzv*.qM-J-WwW!,#�*6 �m,�.,W-zl,,'"."i7ll4w�YMMW;*4v�w),,'��"--.',�,, -', ?:� ,�� --�" ,*,Wr -. -.�.",� -f-- rl;,q-�,"'P-W:_��. 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I., j � SCALE 1"=100', SHEET 1 OF 1, MAP No. 9255, DATED JAN. 31, 1995. ,:'k ', , 'i LIJ 11 " I � - . i , ' ' , ".. ,.I". -;K I I_01 i.1, � - �.,,+,. . � . , ., � . I 11�.. , ". b. � OCIATES. :�-,.�'�. - ".", -j� _, L � . . � I - >: 15' S. Y. T :" - , �- ., , . �, "' . . � , 1, .,.,I . L ok � (:H) 1 5' S, Y, LL' ,� .:, .,� 1. � , , " , , (:� .- �, . . 11 I , � lk- :,!, .1 �kl . , , I F 1� , �, , ,, ,*) - AX q Qi Ot4t4EG71 1-1 . �1. . �. PREPARED FOR I � �. �� ., ! ,.' I --' MEN T F W'A y I 1� J*,' - 2. SUBDIVISION PLAN FOR PARTRIDGE MEADOW, . �-- -, 4� '1: . , '� ' FROF'OSED DRAINAGE EASE \ , G HT 67.50 .., , I L., I i' , � . ��,*.j '. 3:1 1 7,1 Qt: 0 \ THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERc- �� .. 1 , _.L.., " >� I IN FA VOR OF 175.00 RIG \ .. ,,,;, J`MJ CONSTRUCTION COMPANY, SOUTH WINDSOR, CONNECTICUT. . ,'. "", . I . . < U: �f) I `t . .1, 1� .. - - I . - THE TOWN OF SOUTH WINDSOR WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADINt , ��-. I . -- L 7� � "'.0 � SCALE 1"=40', SHEET 4 OF 26, MAP No. 13-87-11), .. I : 1- � >: - .14 . \ \ ,I- " �:., I ,� - , I - - .6� DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1988. -*1 -- . . r-- 0 . 0 �: -- \ SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL , - - 1. - - - . � - < T . , 11 1�4- �j - I , . - 0- --- OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC -,!"j �- PREPARED BY REINO E. HYYPPA & ASSOCIATES. . I nill i I .�- �-- � JO, 16-9 sq. ft. - - , I :�, A 1, . 11 . �, �,` .., :- - ,.- 0 in :- 0 . %_0 \---* - \ ARE REQUIRED UPON STREET EXTENSION. I ." m - �, 0. 69 cc. LIJ I 0.!- . - (N ,� I \ ,fk --�y i �. ... . . . I , - V) :- CN � - 67.50, ------- _,,q� . '. , . -, �, .. 3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED t-1) r- � r') �� - - - - I - 2, 19J sq. ft. " 4. - - � - - . ,. ly "' , � -�,, � " . .,;t CF) �- - I . .-* -- " �' .� - 1, �, �- f ; FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET, !" '. (0 U) - FO , 00 F5 1 DETENTI N AREA T-. r \ 0. 05 cc. :,�,--,`- - , " -, � . L . '.� , :t \ -� I . �,,,-- - - . . ,, , - � SOUTH WINDSOR, CONNECTICUT, SCALE 1"=50', DATE 10-12-95 , . ,��., 1:1 00 ,�6 � z i) 1 (5) `0 \�� . �11-4 . " .. .. . .. . .1 � 40' f . Y, z *,.! - f., - ,� I I 'i q.�. - . '' , I REVISED TO 7-15-96. JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. � , . I - - -----_ I Ki I � - �11 ":� ,I '. ,:, " ''. .-� - r") � \ \ I I,— -----_ 0 �,V�.. I :1.,.- 111. ; . 11 .. . �-: .4 z - -lZ-t 57,278 sq. ft. \ , � , .." ..%.... r� L�-, L �z .j L 1. . .", 11 I I V;L�, ".. �', , Q I '. , :.--.'�- - , ..�-,, . ,-,-t-',�p - ��;F��.-4- :, . �-, "".; ., , . , .. � -1�� '-Aj,.""�.,� � . , ;.� ""'.., ;C.- --�-�P;�- �,L:'t,*�""��!�.-':.f.---�.H.,.I'�-.�,-.�-'i `,',�, 1, - � . r'', _ ".:, _ .. 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I . ,,!I:, , '' . .+. .. .,. - :1 , t , , -"�, 1. . 2 , . *�, , . . , I i- - - -- - - - - L = 1� �740' SOD*39' .. -- I . I, I. . . - I -1 , . . I . . .1 D13-07'48" . . .. I . . . ,,, . A , I I + .. �!qlk% -� , - , " '. . . , I '.., . I r.;. . I (A I , , , . . + " I'll, � 9 A �- , �, , '. 1� , A � . � ; . �', .. . . . �.� , , . ,� ), . . , '. - C4 L 4 "', I,. - I, - ; -� 'j� , .� �; .-:,.. . , . 4 . . - . I ... 126.45' - 56.12' 19+00 S 08*47'45' W 19+00 17+00 .. I . I �. I . , �:,. I� '' .., it,-. (21 . --.---- -- , . '� ,�L ;-L . . , 1 r. 1. .., 'L'.-��. - "+ , ' " �,- I . �.,. ,� .e , �, ,� .. " I., .., 1� - ., � , ". . 0 � A ---K--+ \ I - ;, I _".'', '., I . 1. 1, . , . . , . - - , I . � 5�� I - -- L I . , 1, L '. '57 53 ` -,f��, -, �', � - �-"�t' I - - " - 1�. .,� ,��:' . - . , w ", 12 08 @ S OD-3<3 %N R = I I *fi' 40' - i I , L - . I . ". , I, � 17 ". . � - - -� , . -, I .. - 't -, S 08*47'45" W I , , . , + 'T. I ,. .. .I. . . . I , (04 07 :--�T =�� , I �.. . , .1. . . I . .;.., 1� . , .� ... , . , ". �, 1. .�,,, � :1 I 1, - ". " .,: -, * , , , 20+00 1 , , . I - ,.� .�� . ,�` ��,-� F @ -1- 95' , �., . . " tA, � - � L 0 " - , - :..,: .. � . , ,;!. � j, . . '% . , " , . .-�j.. . 1. ... _, , , , ,V,,A ;' , ,�, -1,�� . . , .. .� , , ;!'.,;.�, 8 . - '. . ,;, � . ,. .,. ;.,.� I %-1 . . -i. I . I � � - -, .� ''I, Y.., I .,.,. "k ", - �, . , - ., ., . I . - m - - - - - - - - . .. 1 105-11, L -70 i \ x . I . ,L ,; 4,' 11, I �!" : .1 4-N, , .- _ � I - R- 3i -- . I* I .. _ . , �, "i ' - " " - 'r �,-� . - -.,,!� � , "t , f. 1� � , e - ". 1. , " � 0) ----,�-i�, J -I: ,�4 = 08*07*48" ----- I :�;�� ". - . T -� '. . ., - , .1;1'�+": 1.��.11 'L , - f' )' � � � � , �, �%'. I . 'i . � , I I i. W % � . I -��,- ": .�A, - ''I . . . " ., . 6 - , _ �- - 4 -!� .. . 1 , - � � ,��.. ; L" . - - �..;, . , �. � - f�- I � , . - - , .� .A 4� %.� I . �` � � �, I _ .� -� � . , . ' L - " ,,;,.� '-1 -, � I ,��q . _�� � ., .- i '* - - 26+00 6 '0 25+00 q 23+00 22+00 . 0 , , . I _ , . i , I I 0 1� IN 24+00 S 08*47'45" W r`1 - S 08*4 1'45" W 26+71.01 -+- ----- --------- - i- --- - 4---- --- I -- Ir 1 1 \ - , Ile- ' 536.01' % - 0 24+32.43 0 WHEN STREET IS EXTENDED PAVEMENT REMOVAL, GRADING, LO In t -7 70 95' ............ 0 I I I I I I I I I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 � N % % /" � - - - ----- 4---- - I i � - i � '39'57"\-N � � ,w THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS 0 A - --- `*-,Sr�-- --) ---I- T - 35.53' 2i+OO (�) V 1 145.28' Lf) .t�%7 'O WUiVA6UL---'- LAbf / SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL m 7EMPORAR Y I - W------,@m S ,L = 08'07'48" / .f I OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC .50' - M - - - - - - lhl - L17r- �Irc" - - 17�=-, ! I (��) (�) 10, -, 1B 61' -� ED \ A = 59*07'08" \ Ar if I (�) � --- --- -� ;� \ R = 475.00' + 27. 00 ARE REQUIRED UPON STREET EXTENSION. ,00"IIII""""" -1 %F S 08*47'45" W Ar I Nf - + T = 33.76- :4 \ R = 55.00' 1 - M 11 12&45' - 54.62' 15000' 1 1>0�00' 11 ------ , -- 0 .b. - - - ') 4 8 � 93' 9D L = 67.40' 01 - . .,� - 48:Q�8tt-- (11 T = ,31.1 9' Ul) - - - - - -- - - - - - - - - - -- - - - - - - -- - - - - - - - ----,n� - CP . G 101 WDE STREET TREES EASEMENT IN FAVOR OF. THE MHV QF ,�OUTH WINDSOR R = 525.00' NIF � - A = 42*20'33" '-- ) , T = 37.31' \ � \ L = ,56.75' \ 1711C'I 01 IAIC' w*ww1-tw1z4- I AN4 � "' ZN - 14, 0 � i,k I � "� Z, / ') s q. QJ' R = 60.00' ow. souto SE 10 , 0 0 ft a L = 74.50' k LIV1606 \ \ \ T = 23.24' 44.34' "o Ali k C.L.& P, 2,127 sq. ft. \ DONAHUE& % L = k -,- - ----� ,:50,4 I - - - - - - - - - � --� ---] - - - . - \ 0. 048 a \ C.L.& P. No. 67208 C. \ X I A I-NI-11 If -I %/A I A A = 105"I 8�25" 40' F. Y. 4 O' F. Y. I 'I � , I 1� I 40 1-.Y. I \ No. 4625A \ \ L)/iL/LWUCL T IV R = 55.00' '1� T = 72.08' ,, THIS PRORERTY REVERTS TO ABUTTING PROPERT OWNERS \ MEN STR�ET IS EXTENDED. PAVEMENT REMOVAL� GRADING, GALLAGER -3: I L = 101.09' 1---11' I I � � � :: � SEEDING, EVENSION OF CONCRETE SIDEWALKS ANR ALL -- OTHER WORA INCIDENTAL TO REMOVING THE CUL-D�-SAC __---- ----� Lf) \ EIRED - - UPON STREET EXTENSION. \ -1-71 * \ \ >: 3: >: I (N 0) \ \ co . 0� 't r) -0 , . . I -�: � � " . I .�: - I V) �- 0 \ --�; \ >- I - (N REIVA INING A ND (--). In b � > 00 (N :-- 0 - 9 . , - - T- CD (N (:5 �f) N 0 U) Lo �� " 0--� - 60- CN I - :- 0 -- OF � - Eo IN L�) - -> C-� U� ,.- 0 - 4) ) 0 � ),: :-- 0 � Ul �-3 �C,� \ I In 1 6 ' " U� - \ \ in �, � � N NIF - %S) z z Ln 0 0� �- - 302 � '� \ , -�>- I . �- J0, 000 sq. - � - \ \0� CHASE ORCHARDS, LLC 0-1 \ I � S ft. � z � , -303 - � \ LEA N MA IYC �0 (-� �) 0. 68 cc. ,30, 000 sq. ft. JO, J2,3 sq. ft. I \ dA CQUES \ \ UA -vo I I I I U. 0 GC. I I U. ac. \ (/z, /yo sq. ft.,) \ \ .17 L,30, 047 sq. ft. 50, R. Y. t) O' R.Y. 50' R. Y. -5 O' R. Y (I. 67 ,go.) I;, 0. 68 cC. . I I ---- __j L------- I L----- --] N T A BUILDING \ \LOT \ It \ \ \ \ 14, - - -- - - - -- ,I- -, \ ,. � - , \ \ \ , . \ . .. I I \ \ \ -�. I ....." , . . . I.- , � 1 33.78' .. --- 'I �D 0. 0 0, .. 150.00' - �; 1 150.00' , , 948.66' (2331.96' TOTAL) \ 364.88' \" _26- jl-�', 51 - ,-- - - - - - - --- --- - - - - - - - . , . �Ot. .1 I , - � ' - - N - I ., I , � . �_- . �, . , S 08*47'4,5" w S 0 8'4 7'4 5 " W S 08*47'45" W 08*47'45" W . �-. " -, , , ",Tfl� �., - 1. . , ".; - - " . . '*\ �..4 - P'��-�'. - ,, I S 08*47'45" W S 08*47'45" A - . ,It il. , ,, I .... 4.1, . �,,-,,,,�-*� ,.,.. � .� "I. .1 I � �;�-"4-1 .., L ,. , I . "I .."lt"J".. ),� I � J5' CONSER VA TION EA SEMEN T 35' CONSER V� TION EA SEMEN T \ ,� , L� I t,�. . , , . ,-,,-�*-- . 1: ,1- I 11 I 1�'�,-,�Y"'��'- - , - - " �. ,:.-, �1:1, .1. , ,,-,��t- -, -.'%�I!f � .11, ..*. I '. � 1. '. 1, IN FA kOR OF -,.* , , I "`1r.:-...��'!. Y,W IN FA VOR OF 4X4 , , � . �J� I , . , , THE TOWN OF SOUTH WINDSOR 11 - I 1- - 7- 7 ,,,-*.- - , "t" , .. 'A , . . . .. 1. I I . . . I I �� -1 .1 � 1w, . \ , -, .,N. I . - 1� , 'i \ THE TOWN OF SOUTH WINDSOR .. . ; - '-, �""`,- .. � 4.4., k ,-,;,, I � �Vffl �;_�,:-. -i:,e:,.-'��'-,�--,, ,-,,AIII,,,-'b'11�-,'-,.'--, ".. . to * :, . , � - , . , �, . , i ;e��uq:.-, �-,;,- � * , , - � �, ,:. , ��" ,`,'�� N; :� ;' - ,,'� : � , * -. , -,,%,�,�,- -�. - - - f ?I. , �� - ,A+� :, . �,',..,.,-� ,e-. .,- 1,1�.4-t,.."'Ix' � .", .%.1-.' �%'." -, - '. . I i I . -� 1, " .�' . - 11 .1 � . , - . Tyv--,.,-,�,"�m �, '.1, I .,�. I - " _ � 4. , ou " \ \ \ I - - , - � 1, " ,� - 1. � � :,, � ik;ptNi-'--.-' � - , -1 '-'t_ -f � -7 � . ,r � - %-k"";'-�," lc'o�;�--17��',,-, - ,;, - - . - - " L�J�, Ri, ." "4, I I I. I - " , - - -1: � I `It,- . . �� " � --,� -- I . I , '1*i,�---*, -A -,��P, - �*' * �! ?. , - , I , "", * I' - .* �,:'�. ". �; , 4 - , I � .! � ,.- , " " -;,,�, .i. -. -,�, , ". �-,- - ;.Iii � �'sr.,444,A � ,� 4. " ,., ;, n'...!-, - 4 - �, , '. ,I, � ': �- , , , I! 1,.-� -- , I - AIA �t (,!;4.1-,.-;, - -i�;;-,y " �,,- I ,..!,:-. v-07"l." - , , , ��. ;* -� " - "-, I , . . I A, � - . lai��, k,'!,* 't, I ,IV, -, ': - , . - ,�., I I � - 5 _ - , ,� .� -,w . , � , * , - , ,,j1-,,-"�- ..,- �, '.. �- - ,--��-' "l, - - � - "'. 1'. - - -, -, - , . , . m .. ., -q - , , --. ,Z \ , . �,� . . .4 NIF \ \ - . , ". , ,�-��`; ,�� '(11I.-g- --, ,��, . , - . " - "��'.,;'. -t-r"-- t' . , � -, .". .�,,,��',.;,J, '. - - e -"f" , ,1�,-,�- ,i , �. P , I -* , 1�,:, - .�, � 1� 0 --: , , , A-`!:�',j- - ` ` �-, 1.i,.'%k` -!". - �A 11�1 I A AIM Z'NE7 C7r'11A11A1 IAI /-%=r7)Qj--'r7) \ \ \ " ��', ,'I- i " � , , t.., "- ;; . � , . ,� , .- - ,�4F-- ?,�.,i - ,,, �4 � . 'eft -!'N. "x .ft 11, .ti, , C t 1-ft 1:w,A��'. , � - . - I . .. -�S� ,, - ,� 11 . . -T� V, '. . ... � ". '. ..� .. ... .. 7A. ..' ", -f I ,,It,:" 7,;, - L::Llvviiv VV. L�7c:noc:n :-V,!�.,�-�- , 4- , . , � - ,4A . - .,;, �1,-, -�*,�. t� , ��,, . - �. �. - . L.t11VL1 k_./I , ,-' , 1-�344�,t5N,�,, -&- �vt741%t . , . -*N " I , ;-A ,I' W" ,4-,T"-,- �1- - , , .A , I " I -, i" .1 , - " , . , ,:� 1 4 , 11. ,., �:.,f� �17;,�- j,", �� '.." % �w . � 5 I t , , , �, . - ,7 1, 4 ., N-1, �� , �j 't 1. :e� m , , , .I � , .�;,�,,4�a,;�e,-�,io;�l-'e�i#l�+ . '. , t�"'- ;;�ii��;.�, , A 4 \ \ \ �.."r-.4 ; , , --., T t�-,F, , .1, - I - . t 1. . , - ., i� *1, , , - ,� A'. ,��,,, 1�j. ,�,-� feli ... �A.y t;'j", \ \ \ \ . .; i, . � 'k, ,I.,- , I 12;*�.W- �,*,146 , �� 41 .. MONUMENT NUMBER 1 1 MONUMENT COORDINATES NORTHING EASTING 1 180320.03 215767.91 2 180312.39 215817.32 3 1 180245,85 215761.77 1 4 180245.27 1 215811.76 i D I 1801 40.1 b - 215760.54 6 180139.57 215810.54 7 180073.04 215754.99 - 8 180065.39 215804.40 9 179666.59 215742.69 10 179624.26 215751.98 11 211572135 12 179549.27 215673.94 13 179636.69 215671.63 1 14 179674.23 215693.28 15 179729.70 215701.86 16 179759e?3 1 . - - -- -- 215680�98 -.------ 17 1 179807,64 5680.62 18 1 179828.52 5 zt,74 ':4 , ft � ., .11 - �. "", -'? I "' � - � "I I , 1, . � ,� r;� I , tit .. � , ., e . ..... " c�wcm�- . '4L ; , I I I " .- -�,P, ve-4.; � -w�.�-4'%W-A6�," - P-4 . I -0 -< x f- R 9 0 1. UNLESS OTHERWISE NOTED, EXISTING UTlLITY 1 " KI LOCAT1ONS AS SHOYN, ARE BASED ON AVAILABLE 6 �G Ij m INFORMATION. ALL EXISTING UTILITIES SHOULD IJ -4 (0 C11 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 11`� - IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL EN GI NEER /SURVEYOR. rTMw*ZP �1`111 1�."NARK:TP 41,��4w-e,dz�-��7!-,�;�'ll,�7Fj&,,%A.,4��I *Ik`��N4111P�il�'1111�4: \ I - I REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WIH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN TICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. --------- -- 12882 RICHARD P. MARTEL LIC. No. 5 3/12/99 UPGRADE BOUNDARY INFORMA,I-ION I KMI - 4 11/5/98 ADD R.O.W. DIMENSIONS 3 10/10/98 AS PER TOWN ENGR COMMENTS (9/15/98) ELH 2 9/3/98 AS PER TOWN ENGR COMMENTS - ELH 1 6/25/98 ADD EASEMENTS AND REVISE ABUTTER'S NAME ELH NO. DA TE DESCRIP TION B Y 1 (860) 291 -8755 PROPERTY SURVEY GRAPHIC SCALE PLOT FILM 40 0 20 40 80 esign I I I I I I -0 I ( IN FEET ) ��-� 0'rof e-ssionals, inc. . DESIGN: ELH 1DRAWN.- ALL I I CHECKED: RAIRM I 1 inch = 40 ft. 0 ,106 NO.: 95-8J7 I DA T,-.- 6 - 8- 98 m civil engineers 9 planners * surveyors @ gis 1 65 south satellite road, south windsor, connecticut 06074 DRA WNG NO.: D.- �JOB k 958J7 k 8J7SP D WG PARTRIDGE MEA DO IV II .9.9A (SUBDIVISION - SECTIONS 3 SL 4) V JMJ CONSTRUCTRON (CO. SOUTH WINDSOR CONNECTICUT SHEET 11 %.p I/ W A K--_1 Jbi- �iw 'IM At� _.,e. mw 4.� 4 ;A,z 71) NIF STEPHEN T. & NIKXI L. FORAN 4, NIF , rv, 4 R JLJ OBER T & K11q SELIG m I !4 11 5r� N de. N 08*19'20" E 9.99' ri m a N N 08*44'00" E 08*38'50" E 145.00' '(330.26' TOTAL) 18 5.�, 6' N 89*49'30" E _T 294.36' t. �'p 1665 177.16' LIV 25' EA SEhfEN T IN FA VOR Of' WWAY & KIM SELIG NIF at.& P. NO. 61228 FOR THE PURPOSE OF C�L& P. INGRESS, EGRESS U77LI77ES IRMA MA EVILLE No. 625A 61' 5 0' R. Y. 50' R. Y. 50' R.Y. 0 FT �O R. 0 0; n42 co 77 n--,Z CHASE ORCHARDS, LLC >: 35,724 sq. ft. 0. 75 cc. >: >: Vi 0. 82 cc. V) Cfj 4 Ln 'N Ln Ln C14 00 C14 CCj 00 CIS F0 CN CN 42, J6J sq. ft. (N A -M36" cF1 FO Z Z z 0.97GC. 4 F h - , " , -4 THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS 76, J41 sq. ft, R 225.00� Z= 55 01' WHEN STREET IS EXTENDED PAVEMENT REMOVAL, GRADING, 1. 75 SEEDING, EXTENSION OF CONCRETE SIDEWALKS A14D ALL L 107. OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION. 105*18'25" e" R = 55.00' tk T = 72.08' x 2 L4O' F. Y. 40' F. Y. 40' F. Y. x L = 101.09' L 42*20'33" ni = 37*35'07" R = 175.00' 4�. Z rN uv.vv T 23.24' .5;A- m4ibw to P(L T = 59.55* L 44.34' L = 114. 80' 00 + 10' WDE S = T 7REES EA SEMEN T IN FA VOR OF THE TO W OF SOU W WNDSOR C-4 - aim .3 26.45" 21.00'1 145.00'.-- 185.43' 201.73' S 08*47'45" W S 08'47'45" W -zoo 'C11 0 6b.06 . 1 9+00 8+oO 0 0 7+00 0 S 08'47'45" W 6+00 5+ 3+00 4 i + 9+68.01 kn STA: 0+00/ O� y 8 685.63' PHEASAIVI IVA 6+83.35 . . . . . . . . . . . . . CUt -DE- SA C .67' S 08*4-7'45" W S 08*47'45" W S 08*41'45" W 12,219 sq. ft. S 08*47'45" W 4�� P4 i ln� 35*15'33" 126.45' 102.08' 190.22' 160.86' R 225.00' 0. 28 cc. Z� 90*00 , '00" T = 71.50' IN FAVOR OF THE TO;W OF SOUTH WDSOR A = go Ob R 25-00 = 138.46' 6 = 42'20'33" R = 500 25.00' NIF R = 60.00' T 39.27' 6 = 02*1 9'34\ = 500 L R = 225.00' T = 23.24: L = 927 CP ROBERT G. & 0 L = 44.34 T = 4,57' (5� L = 9.13' '00 Co JENNIFER L. CLARK A = 105*18'25" CO R = 55.00' 40' F. Y. -C) *U-) 4 121 PHEASANT WAY T = 72 08' Zn -0 (N 40 U: - 26'- 101.09' :_ 0 L C-4 tn 0 0 z: + 00 Z' 8 - - - - - - - 18' 03- Eill E�o EE)EE)� - e W S 08*54'3C(\ J1, 072 sq. ft. 4.. J4,061 sq. ft. 0. 71ac. -2 NOTES: 0. 78 cc. >: 1. ALL MONUMENTA11ON FOUND OR SET IS DEPICTED HEREON. PARCELS PROPOSED TO BE DEEDED TO 15' S. Y. RE IVA /NW(3 L A ND ALL MONUMENTS AND IRON PINS TO BE SET WILL BE SET 15' S. Y. THE OWNER OF 121 PHEASANT WAY. I - - - - - - - - - ___1 I t UPON COMPLETION OF THE SUBDIVISION. & 2. ALL PROPERTY LINES AND STREET LINES INTERIOR TO THE S 08'47'45" W S 08*47'45" W SITE ARE ORW4NAL LINES. 246.58 215.22' LEAN )VARC 3. HORIZONTAL DATUM BASED ON MDC. 0 15' S. Y. \LIA CQUES NIF 15' S. Y. sq. ft.) & DONNA LALIBERTE (179,49 _\ JOHN (4. 1 cc.) MAP REFERENCES: _0 Q_ C4 t 1. MAP ENTITLED "BOUNDARY SURVEY", PREPARED FOR NOT A B61LDING LOT JMJ CONSTRUCTION COMPANY, SOUTH WINDOR, CONNECTICUT. 40 SCALE 1"=100', SHEET 1 OF 1, MAP No. 9255, DATED JAN. 31, 1995. Ln 0 0 Ul) 0 PREPARED BY GARDNER & PETERSON ASSOCIATES. I I 04 lc� 0 C-4 2. SUBDIVISION PLAN FOR PARTRIDGE MEADOW, PREPARED FOR JMJ CONSTRUCTION COMPANY, SOUTH WINDSOR, CONNECTICUT. 14 J 1, 726 sq. ft. z SCALE 1'=40', SHEET 4 OF 26, MAP No. 13-87-1D, 0 DATED APRIL 20, 1987, REVISED TO FEBRUARY 19, 1998. 0.72 GC. 50, 242 sq. ft. >: >: PREPARED BY REINO E. HYYPPA & ASSOCIATES. co 2_1 LI: 0. 6,9 cc. 0 50' R.O.W., - - -C,4 3. INDEPENDENT RESURVEY - SUBDIVISION PLOT PLAN, PREPARED z FOR ROBERT C. & CAROL N. HATCH, 1080 AVERY STREET, Ln - SOUTH WINDSOR, CONNECTICUT, SCALE 1"=50', DATE 10-12-95 15' S. Y. 15' S. Y. ;0 L 26'- z REVISED TO 7-15-96, JOB No. 92-618, BY DESIGN PROFESSIONALS, INC. PO LIGHT & S 08'47'45" W S 08'47*45" W T + 241 � 51' LZ 239.41 F WAY L37 50 Z11 00 zIGH 4 & v 1 41 MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 19 179953.14 214911.74 20 179924,62 214932*62 21 179825.20 1 214924.97 Yz 179854.32 214896.44 23 T79753.44 214880.83 24 179711.10 214890.12 25 179628.47 214861.50 26 179636.12 214812.09 27 179723.54 214809.77 28 179761.08 214831.42 29 180300. 10 214965.42 30 180307.74 214916.01 31 180442.86 214940.26 32 180418.78 214896.44 33 180532.88 214890.79 34 180508.80 214846.97 15' S. Y. -15' -S.Y. LL. bn, LN1606 >: n39 'to -0 LC) -0 Ln Z_ C) 0 C14 0 0 IAJ A�, Q0 (N 00 0 z I (f) z s LQ 00 JL) 1 068 q. ft. JJ, 924 sq. ft. 0.71 cc. 0. 77 cc. -7 15' S. Y. 15' S. Y. SEC 77ON 4 - - SEC 77ON 4 NIF 4 S W47'45" W 0 -0 S 08*47'45" W 0 MA TTHE W & KA THL EEN REED 236 45' 282,51' --A 3 00 CP 0 15' S. Y. 15' S. Y. SEC 77ON J z SEC 77ON J 0 38 �21 0 5, 1 (49) 0 n M x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS (860) 291--8755 r 11 0 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b-20 PROPERTY SURVEY .4� ,, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE SHEET (0 N ATION OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 5 3/12/99 UPGRADE BOUNDARY INFORM KMII A .4 -n PARTRIDGE AMA DOW ff 4 a, INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIA ON OF LAND SURVEYORS. INC. GRAPHIC SCAU RJOT PLAN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 11/5/98 ADD R.O.W. DIMENSIONS ELH IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 so Z 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD L esiogn CSUBDIVISION - SECTIONS 3 & 4) BY A LICENSED LAND SURVEYOR PRIOR TO 3 10/10/98 AS PER TOWN ENGR COMMENTS (9/15/98) ELH TIALLY CORRECT AS NOTED HEREON 4 2 9/3/98 1 AS PER TOWN ENGR COMMENTS ELH TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN &r of essionals., Inc. Di-slom- f L H DRA W.- ALL CHECKED: IMIRM RESURVEY PREPARED FOR CONSTRUCTION. IN FEET) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/25/98 ADD EASEMENTS AND REVISE ABUTTER'S NAME ELH 12882 1 inch = 40 ft. joB NO,: 95-8J7 IDA TE.- 6-8-98 Mj CONSTRUCiTRON COO IMPRESSION SEAL AND ORIGINAL SIGNATURE I civil engineers e planners * surveyors 0 gis j 18 'RIPTION RY RICH rr)K1KIrrTIrI IT OF THF PROF17cm.nNA1 FNr1NFFR/�,tjRVFY R NO- r)A TF DFS(, S011TH wmmmF? ARD P. MARTFL LIC. No. 16 5 s o u 1% 1-, satellite rood, soulk'"I windsor, connecticut 060074 1 DRAWNG NO.: i958j7'k8j7SP.DWG -.,� I I ---- I A _, - I I U. 14JUL1.1 I W i A 3. .b, Z '�4 ? �y'! 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INV.-317.00 INV.-319.00 Ok 319.50 TE V.-319.75 S1 1.00 PCB#i 4 TF-319�09 TF-320.08 INV=311SW -20*- PSMH#2 (TYP-) TF-320.75 INV-316.815 INV&313*88 fNV-315.9 PC8#1 7 E3� TF-315.85 IVV=712 gr4 INV-311.47 PC8f13 A ER C0-PC8#A TF-321.47 INV-319'.00 - - - - - - - - -- - PCB#28 A TF=322 71 INY-317.38 TF 26+ 6+00 TYPE 'C-L' TOPS SHAL BE '5 24+ S 08-44 �5-:Ij 23+00 INSTALLED F% C 1 "a 00 C0-PCl30 TEMPORAR S,C IS`WT. STA: 8+65/ '536. 01' TF-322.71 24+32.43 X 7A INV-318.75 Co-PMH#c - - - - - - - - TF-324-± TF=-'S?l 47 01 1 INV=317.58 PC8#1 T -31 F IN\F=3 PSMH#21 w. TF=319.45 INV-313.20 REFER TO SHEETS 12 & 13 FOR x NOTES AND DETAILS PERTAINING TO CONSTRUCTION. A�- - 17N -75.50 Io OW-313 20 T. -317.00 T.O.W.-315.00 F.P., GAR. F.F. GAR. -316.00 Ir =314. Ok m INV.-306.50 �4 INV.-30 T.O.W.-320-- 4 U� R. FF GA 311-50 4 I''s X 309.3 34 CHASE ORCHARDS, UC 35 INV.-34 -n INV-30B.00 INV -310.70 X 306.1 14- F 4- -JA Q. 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DONMUE No. 61,208 No 625A ---\JACW L AM-& f I A 0% Awwr% T.O.W.=313.00 INV-310.60 -IMM.L^L I Ilzm-, F.F. -GAR. 3tO- V --,312.00 INV.-304.56' RDWAININ(Z dAE7A' N IVA#C LIA Ll A- [�UILDNG--\LOT INV-304.10 LAIVD OF EDWIN W.--GERBER 0 a " I �� I � THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-I THRU 20-300b-20 LOCATIONS A65 SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE 4 �4 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 80 esign 2. ALL UTILITIES ARE TO BE STAKED IN THE F ' IELD 3 10/10/98 AS PER TOWN ENGR COMMENTS (9/15/98) ELH ACCURACY CLASS T-2. BY A LICENSED LAND SURVEYOR PRIOR TO 1� n PC /no A0 orn ynk�. ckl�n CI U TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. narofessionals- inc- CONSTRUCTION. A LN FEET ADD SIN ELH TEMP 1 inch 40 ft. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 6/25/98 STONE BERM TO DETEN11ON B IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 civil engineers a planners surveyors gis OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DA TE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road, south windsor, connecticut 06074 f-1 I I A I I I - L1t,>1UN.'L:Lr7 UYA mv: /i I- L I (,ftt1,KItU.- M, joB No.. 95-8J7 IDA rE.- 6-8-98 ORA WIVG No. L D.- `IIJOB � 958J7 \ 8J7SP. D WG J1 D-. MAR TRIDGE AMA DOW H (SUBDIVISION - SECTIONS 3 & 4) RESURVEY PREPARED FOR JMJ CONSTRUCTRON CO. SOUTH WINDSOR CONNECTICUT SHEET 5 1/ , . � - .-UMI-Makkaw. __., ____ .. - __ ___ 1� - . , 11�7 " � , , m � , " . � ! " ,�, '... 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V 4� -0 -.(X 4 ,.t ,L L 1. .. ''L E; It H 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REMSIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b -20 � (860) 291 --87-55 PROPERTY SURVEY . L OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPSIN � a .7 � I ..h . ig to " LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE I . co�, PA, R TRIDGE AMA j 0 0 W ff - , I -'L �4 Ch �, . " . I ., 11 " r N -4 INFORMATION. ALL EXISTING UTILITIES SHOULD - THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA11ON OF LAND SURVEYORS, INC. GRAPHIC SCALE TOPOGRAPM PLM ,� .1 � �! L" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 10/10/98 NTS (9/15/98) ELH IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 80 � I ,,� a .. ACCURACY CLASS T-2. I I _� . I - Y. . 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/3/98 MENTS ELH 0%;jN1111i 11111111111111� , , esign (SUBDIVISION - SECTIONS 3 & 4 . I 11 I BY A LICENSED LAND SURVEYOR PRIOR TO .A� I �'j g TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 11 ii - . ,,:,� �1� " 2 1 /17/98 R ( IN FEET ) DESIGN: ELH -ALL CHECKED: , I - I . 11 )� ECONFIGURE CLARK'S LOT AND DRIVEWAY ELH &rofessionals, inclill RAW, I?AII?M TI ,L",.A I, 7p hiq I I . A, !1A /25/98 REVISE ABUTTER'S NAME ELH I inch = 40 ft -8J7 .6-8-98 , . 3. THIS PLAN IS INVALID UNLESS IT SEARS THE,. 1�_ 1 6 12882 . joB No: ,95 1 n,d rE JMJ CONSTRUCTRON CO. . I � I I IMPRESSION SEAL AND ORIGINAL SIGNATURE �7 ___ --- � I civil engineers e planners *surveyors e gis , . , llq* -�, - . ,. - � , � - FA`iw OF THE PROFESSIONAL ENGINEER/SURVEYOR. � J� NO. DA TE OESCRIPTION By RICHARD P. MARTEL LIC No. 165 south satellite road, south windsor, connecticut 06074 [ DRA WNG NO. -, D.- � JOB � 958J7 � 8J7SP. 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ALL UTILITIES ARE TO BE STAKED IN THE FIELD ROSION CONTROL ONLY, AND IS NOT TO 8 BY A LICENSED LAND SURVEYOR PRIOR TO E RESURVEY PREPARED FOR 10 E -ALL CHECKED: RAII?A4 2 9/3/98 AS PER TOWN ENGR COMMENTS ELH r- i i e� r- r-\ r- e-\ r-"% I I =1 I 1 -7-1 r- e� f-% K I e-' -1- r-"% I I -\ -rl /-', K I W MET I &rof essionals., Inc. -DESIGN. L H DRA WN. CONS -1RUC -110N. - tj I 4� L U b L U 1- UN U I ILI I I L�:) U IN �) I KU�, I IUIN. 4-0' 3. THIS PLAN IS INVALID UNLESS IT BEARS THEL"t�*; 6/25/98 ADD SILT FENCE TO STOCKPILES ELH I inch ft. joB No.. 95-8J7 IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers a pianners * surveyors gis IDA TE.- 6-8-98 SOUTH WINDSOR CONNECTICUT OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DA TE DESCRIPTION 13Y 165 south satellite road, south windsor, connecticut DRA WNG )VO. .- D.- \ JOB � 958J7 � 8J7SP. D WG , I I 1 1 J6074 Im I % IN, E, x RLA. 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T T- - - - - - PCB#17 INV317�* ,7 315 5 V 0 P H#0 ;7 - - - - 21.00 INV-311.41 I T -320.08 \ TF-320.75 7 -316.86( 7=313.88 1-20' #29 INV (TYPT JIV.. - INV=i`15.91 PCB#21 INV-313.90 PCEI#23 I,, Z WLILNIIUN ItIANN IJIJILLI_,I� D TYPE I NV-308.00 321.0 BL TF-312.94 ITF 20. 40 - - - - - - - - - - INV-306 89 IW - .08 PCB#25 Mi. 11*11" DBL- TYPE I TEMP R S TF-309.60 STON B RM III INV.-317.00 W Iti -304.76 .......... < INV -NGTE:- -M MU SLOPE- B SIN FRA WITH TYPE 'C' CEI TOP. F R S BE IV J.OW--32f00 GAR. T.O.W.=328.00 F.F. -326.00 MOD D -R 0 DITC IL) U 0 I 0'x1 7' .. .......... so 4, CH 1.50' T LI - -327.00 _0 M1 g-M FF iAy Fil G Z ._3,C Fw-v L f'. -91� - "U r 'Otr f4T TF-323.90 p 11 -f5 INV=318.15 INV=321.34( IN 320.47 IN 321.52(4 X", NTH TRAP H D IN 320.60 77=1 TA 7 7-1 09V 4 tli -, v� %� � -, �. , ; 4' - . - - - - DMH#1 w INV -318.56 PROP OSED 10, WIDE GRAVEL ACCESS DRIVE PLAN TRUMBULL LANE EXTENSION SCALE 1"=40' Pe 7 r'1%_1f'1 rV1141 r_Lr_V = -+V LOW POINT ELEV = 314.00 ;17 �17 HIGH POINT STA = 20+16 LOW POINT STA = 21+93 lra,�; k". X PVII STA = 19+81 P\A STA 22+44 P\A ELEV = 315.96 PA ELEV 313.33 40", A.D. 3.75 K 40.00 A. D. 4.2 5 K = 40.00 150.00' VC 170.00' VC )U 14" 328 326 324 322 320 d 318 316 314 �;V W; 312 310 'K "A" 308 306 - N!?Awl! 304 302 300 a, 298 296 4: IROIII 334 0 It < r� 332 V) 04 C14 0) _48 U) > + r4) _w 2 Lro) 0 0 I C14 < Lr. T.O.W.=329.00 OP 70T 36 1 6 C14 - ---VlT-- Uj - 1 R Z co _T__V; :3 > _n C14 in I LIU 1 - a. - . a. _j w > a_ U) dT __ __ i-a. 11 Ill "I 04 Oil > Uj___ V) _j Z (n I C11 C11 Lo 0 CN V) _T_ I 1 + LU 0 In Du eo C) 144 Cl.; 00 C14 LLI C-4 LUU Q a- U Q_ U + n C\j TF 321.47 FC, i=31k.45 =� 32aOO TF=�'320.75 T. 0. I RdVipROS mA dHAISE 0 Go > 4h 400 en V) 00Z. - 0 V) -- -- ------- T.O.W.=*315.00 -TIZ-34-9.01 4- W.=31 LOT 85 -Gg STM'A_ -316.86 4") r. 00 4 r ADS 'S'T_M_._1_N -S TM. I N Vi-- 315.9 F-4 V= 117.38 Tz 4 A* - j* 6 J_ < CID X -4 =314.72 ____�TF�314.41 T O.W.=313.bo r 7T T2 TF=314.60- OT 33 V, 14. -pt- TF=112al. I_IN\.i=31_7.38_i I N V� 6. S AT.INV.= 13.88 2 :n L-0 N.1 vf--313.20 ?1.47 =3t7_58__._ _F -14 N-1 2 00-01 �PF C-4 _)1m .4 NV= _Pt6 TF= 20.08 TF-409.60 TF=309.71 ?12 LF jj"ADS N- 2 wj-u CO r _F I QV N =111 01 6.86�4__) r, QA "bs 12. 00 PIF TM.114V=31 0.0 < A FPF 7 15 ADS -12 FPF _4 - - - p-a r INV=304.7T rja# 304. 6 - - - - - - - -a% - +NV- 306. E 2 9 =185 LF I�"PVCP 04 .0+ _a0s, PCB#18! z I z < U) - - - - ----- 7 3r Ic > ____+TF=313.�0 INV=31q--1y-T-1 \Jq? INV- YP=0 111. INV=3 M 9 4 .01 < _j P`dT#1 9 L �TF 1 -10 U) z < F3& _3T air I PCB923 (n I PC CB TF= ---INV= E3 TF= 24 09.60 05.88 09.60 1 TF=31 Z94 INV=3C6.89 04 0 476 . . . . . ................... f 00 I O+VU I tF+UU Ix 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. im �4 0 2. ALL U11UTIES ARE TO BE STAKED IN THE FIEW -4 GO BY A LICENSED LAND SURVEYOR PRIOR TO ;A_,� 1'�- Tvi 2 10/10/98 A OF X-COUNTRY STORM LINE, RELOCA:FE PROFICE CONSTRUCTION. It 1 CDO 8,028 a B#29. REV. ROAD GRADES ON PLAN MEW 1 9/3/98 AS PER TOWN ENGR COMMENTS 3. THIS PLAN IS INVALID UNLESS IT SEARS THE� V4,1a, IMPRESSION SEAL AND ORIGINAL SIGNATURE �. p �'kl; OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION ZU+UU 21 +LIU 22+00 23+00 24+00 25+00 26+00 PROFLE - TRUMBULL LANE EXTENSION SCALE : 1"=40' HORZ. 1"= 4' VERT. 330 1111 328 328 326 326 324 324 PROPERTY LINE �-STA 26+71.01 STA 4+04.27 322 (CHASE ORCHARDS) 322 ELEV. 322.90 (MATCH PROPOSED GRADE BY OTHERS) 320 320 FPF STM.INV=318.15- 318 318 316 316 314 314 312 312 310 DATUM ELEY �f_fa. 00 (14 308 0; 0 ro 306 -) _400� LEGEND 0 IRON PIN TO BE SET EXISTING IRON PIN MONUMENT TO BE SET =0= EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE =0= EXISTING SANITARY MANHOLE AND PIPE --0- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT F - FOUNDATION DRAIN S - SANITARY LATERAL -390- EXISTING CONTOUR PROPOSED CONTOUR SURFACE DRAINAGE FLOW DIRECTION + + + 327. Od (A oe _0I 18 L y 34. U4 N_12 0 FPF 0-12 FPF STM.lN 1=320.47 IT:WAV=3 8.56 0� 7:0) to 0 000 1p . C) 1`0 O� r Isajil 15"ADS m FPF 0+00 1+00 2+00 2+42 304 PROFILE CROSS COUNTRY STORM LINE SCALE . 1"=40' HORZ 1"= 4' VERT. 302 300 298 296 DATUM ELEV 296. 00 (860) 291 -8755 ELH &esign PLAIM A PROFLE rof essionals., ine, Df-90V: EL H DRA wN. EL H CHECKED: RJA ELH joB No.. 95-8J7 civil enq;nee,,. * otcr.,)ers * surveyors I DA TE: JUIVE 8, 1998 BY 16b- south satellite road, sou-1, *,nasor, conn ecticut 06074 DRA WNG NO. D: JOB 958J7 k 8J7-PR6. D WG .4,' Al"', P A R TRIDGE JJEAPIel W ff SHEET A JA S7q7B7DIVISION - SECTIONS 3 & 4 9 PREPARED FOR JMJ CONSTRUCTUON CO. 18 SOUTH WINDSOR CONNECTICUT o to Q m Oo 0 F Q Q X X Q N w N .0. . =3 d - (A00 m U Q ¢ OT `r co 1-1 Q TT N S < U _ _ i i X vi N r� -1- W w r `~ N Q Q o + co TF=349.10 TF=348. 8 i i i TF=348.86 • N O ^ z _ IQ— TF=3 7.96 Tr=34s.o ' m M N o M N q i INV. _ -vk345.51 I I cn N Z J ~ Q 'n � QU. Ili C '{ NF _ _ mv.iiv=a Ly I I I cD d w to �] M N - TF=344. 56 — _I �" ,,. -. T.O. .00 v m �'`� m o > m t ` — cD C� W U 10 L T 4p SA LAT.INV= 42.41 MA—INV 341.21 '--O nON = 0.4 =0.5 lwTFVI INV.IN= 4 ..7 15' $ _ _ _ S INV=3 9.84 ?D TF=3 9.50 = 58 _ _VY) INV=34 3 15 N 2 m _ PF _ I STM V=335 14(2-4") F=336.36 a o rn v~i _ kw PC #1 4 _ ` = �� Al STM V=33 22 00 ` IN =340.40 PC 2 < 005E F SIM. INV=333. 3 TF=3 3.55 - � IN =339.84 INV 330.36 46�F - CA� " VC ®0.004 FPF INV= 28.52 N SAN.LAT. V.=329. 4 00 - LOT 42 N_1 ig"AO _ TM INV= 7 II PpgC X - - C SE _ p OR OF I-ED A --.. 324 J N T =333.55 o P B#27 - - _ _ ------- - — - --- - T =333.55 — _� It V= 00 O 0) 0 � C14N N N 'ifsr d � OI M V- 00 M cD in 4 d N .} d I 4k 4 # 2 4V� � g, v _4 4 Re' �1 % t �.M x, W In %r, Ln i� S Pro 44.1 in 8 1 ` Ck t 8 + (L 2 8 U. 7 IN 0 C"'4 z z 04 mb IL on 0- 77 w (0, a- t , 3c 31: 31., LU r 7 pli om 31: (A to C4 Pro to z C11 2 C1,10 om W I� I ly t I C1 Ak A V- -4 :�� W + 8 , on / 1 I APIL It C-4 nY-MMI!§�D dO�Icl Zn .1 z I - I o I I I I f A EWALK ;- 04 DO 1+bo� 4 V I I % I I I I 8+ 00 4 0 2+90r 00 4+00 7 S7F R 5+00 6+ 00 CO in x ao OD Pei + 41) r C>,, on IN R C� > m I-, C� &A) Q_ 1: on V)� ) pe) N > Z z rs 8 o!2 (y; V. I) I Nzgg N. o > 0. P:f- a- C4 8 8 8 > 311� N ;9 N 00 0 � A 0 31i q 3i 3i C4 \ us - fL: 1z C; LC in 6 3 > ( > 0 on 0 C'� (L j 04 W `TA Lj '600 N CNI 4 06 k to 120.00' VC PVI STA = 2+00 1W PVI ELEV = 342.91 + A.D. = 3.00 z �j + 0j 0 K 40.00 < w R) < Li _j Uj F > w HIGH POINT ELEV 342.50 0 V) _j HIGH POINT STA 2+16 0 0 +N Z x LAJ LLI ;k > 0 __j V) + 74 346 ri 344 342 c 7,. 340 338 J t 6 33 334 332 7, 330 IN x v 328 j1Y. 326 01-4 322 gl' Q? 320 j.- ke, 318 316 04' 314 T 312 310 308 A. le, DATUA( ELEV 30700 j ta 0 C14 F_ V) F_ PLAN - ISTEVENS ROAD SCALE : 1"=40' 0 fl) C� ,It to a) _j m Uj + CN + (P 200-00' VC P\A STA = 4+76 00 U-) PVI ELEV = 340.15 ') '? ') A.D. = 5.00 U-) + 04 K = 40.00 w LJ Lli _j w (f) I- _j Ld _j w > i- > > U > a- a- Q_ 150.00' VC PVII STA = 7+03 PVI ELEV = 322.76 A. D. = 3.50 K = 42.86 0 0 00 + 0 C'4 w > 0- 0 + I I I =�45.00 1 V) 1 I I I I I I �m 'J, I I T. W.1345.JO i EI L42 <1 It'n- I I I a r\-r L-Ij I IA FV I I I:-_ I I TIO.W.=344.00 I I T.O.W.J34400 I 1 1 (7; 001 1 1 1 r)T I AQ I I I (D m LOT 147 LOTT, 21 T.O.W.=543.00 U) V) 0) + - e LO LOT 39 I 50 + ,opt OA -ed 00 TF=341 9 rF73 Z27. F, -TF=341 1 .-r tIn ro ........................ a- C114 TF:=339.62 04 TF-33 60G '-�-TF= 3915 3N 0 T.O.W.= 338 00 m LOT 37 ED V) r4 ]4�.%=335.00 V) 13- A P1, LOT �50 2 ---_j L IiI.INV= d. 0 143 LF 15"AQS,- 2 Go irins gpp - STM U=331 R (9-4") 25 LF 15"AD S N-12 00.005 1:-pF > STIA.INV=33,-.92 _I 2 A w. On _F _j LAJ P STM.,NV=332.21 STM.INV=331.58 �$'%'j,;�TF=331150 Li STM.INV=330.96 _�\T_ 285 LF EPvcp 0(�004 FPF I F- - . A - T. 0. W. 528. 00 r) V) INV=328.5,' C 4 0 LOT 51 0 7�_ 170 LF "PVCP WPW '.O.W.=32 .00 Lj-!4__ w z OD 141) tr) -1 N V_=_3_2_7_.38_ C) 00 _�Q)4 LOT 36 > + 1 PC8#5 7741 no) t <r z z T 54V=3211.3�1`4-� OD '11 I'NV=334.Q4(4") z 323.91 I INV- 3 33 13 _j _j < < < _j z z 1.62 C4q' n N A > W V) �r < 2.03(2-4 if K) PCB#6 r- 0, V) in INV=321.11 Z > :> INV=3�1.15 INV=332.E 2 _j 00 PCQ#10 F- < F-- STWNV=320.42 TF=33'1.62 I INV=3 1.87(2-4') INV= 31- 0.96 V) 0) 't 00 a 2R& TF=3' 9.09 F- C > TF =323.90 4") 71 zZ4 4 IN V=,)ZU.t)U TF = 323.90 a IRV=y13.qO IN 321.34(42) V= 320.42 0z PC8#28 _j TF=31,9.109 INV=313.�O < PCR#2q V1 TF=319.1 9 71 to to 00 LO 0) Lf) (D C� 0 Lr) 0 00 0 pe) 0 CA 04 't C� It It C4 'i rl) to 1`1) C14 C14 -4 0 0 to Pr) V) PI) rI) re) V) V) te) CA 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Yil n, _4 , , .., 111'� - ';' .".71 .4 STEVENS ROAD PROFILE 40 :1, :'C SCALE 1"=40' HORZ. ;;7� 1"= 4' VERT. 346 344 342 340 336 334 332 330 328 326 322 320 TF 319. 4 5 316 314 - INV=313.20 312 310 308 x 1. UNLESS OTHERVASE NOTED, EXISTING UTILITY REVISIONS (860) 291 -8755 CA LOCATIONS AS SHOVM. ARE BASED ON AVAILABLF_ �4 P (A 0 INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERInED PRIOR TO CONSTRUCTION. imign PLAN PROFLE CD 2. ALL UTILITIES ARE TO BE STAKED IN THE FIFj.D BY A LICENSED LAND SURVEYOR PRIOR TO rof essionals, Inc. CONSTRUCTION. 10/1 0/98 R EVISE ROAD GRADES ON PLAN VI EW RELOCATE C8128 & CBj129 & REVISE PROFILE ELH x.� DESIGm ELH IDRA wN.- EL H ECKED: RJA CH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE A. F2 9/3/98 AS PER TOWN ENGR COMMENTS ELH lw No.: 95-8J7 -- JUNE 8, 1998 IDA 7, civil engineers sLrveyors J% A 7'1- n I- Ir. I- rn 11") A I IMPRESSION SEAL AND ORIGINAL. SIGNATURE J? planners 'ndsor, 1 OF TH E PRO-FL-5-5-tONAL ENGINEER/5uRvtyoH. Um Ic f LICIDUrUr- HVI14 0 F 65 south satellite road, south wl f connecticut 05074 DRA WNG NO.: D: k JOB If 958J7 k 8J7- PR8. D WG A 1A 0 1A4 IV. "'N '' i DIM *-6*1" A Ll xj z LEGEND 0 IRON PIN TO BE SET EI MONUMENT TO BE SET =-=E]-- PROPOSED CATCH BASIN AND PIPE PROPOSED "C" 1`1111OLE r- r-,ur- U--)r-u 3 1 umm rvi/-kr4mv r- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT - F - FOUNDATION DRAIN - S - SANITARY LATERAL - W - WATER LATERAL EXISTING CONTOUR --UaL�- PROPOSED CONTOUR I*-- SURFACE DRAINAGE FLOW DIRECTION JID-dMARTRIDGE MEADOW ff CSUBDIVISION - SECTIONS 3 & 4) PREPARED FOR JMJ CONSTRUCTMN CO* lenlITILI U1ImT%1C1^n .m) %J V I F-1 TV I ML/.avr% %IIJNNILII� I I �Iv I SHEET 11 / Mq UPC 7. 4 G ERAL N0TES1-,%,�,*,"'_ EN W ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. r,-a 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP AFTER FINISHED PAVEMENT IS APPLIED. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. FIELD CHANCES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR Xi AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 12' 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 4 4 8. CLAY STOPS ARE REQUIRED IN ROCK EXCAVATION. N...T 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. 7 V "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT 5" CCNCRETE SIDEWALK (SEE DETAIL) IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION /q, OP -TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, Roc/�, 14 BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS 1/4"PER FOOT 1/2"PER FOOIT /So OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING LS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, /V MATERIA TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON -COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 3' 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 2 2 4" TOPSOIL & SEED 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATON. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" AT 1-800-922 BEFORE EXCAVATING, CONTACT -4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO FLOW 4" STONE ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON PHEASANT WAY, TRUMBULL LANE, AND DART HILL ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. PROPOSED STORM DRAINAGE PIPES SHALL BE ADS N-12 SIZED AS DEPICTED ON PLANS. PROPOSED DRAINAGE STRUCTURES SHALL CONNECT TO EXISTING DRAINAGE SYSTEM WITHIN Mic, TRUMBULL LANE, S. 1)0� "I 14. PROPOSED UTILITIES SHALL TIE INTO EXISTING UTILITIES AT THE END OF THE CUL -DE-SAC FOR TRUMBULL LANE. TRUMBULL LANE SHALL BE EXTENDED AND TEMPORARY CUL-DE-SAC 3' HIGH STONE SEDIMENT BARRIER A REMOVED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF SIDEWALKS, AND ALL OTHER WORK INCIDENTAL TO REMOVING THE CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION. N. T. S. 15. RODENT SCREENS SHALL BE INSTALLED ON THE FOUNDATION DRAINS FOR LOT 32, 33, 34, 35, 42. 16. ALL MONUMENTATION FOUND OR SET IS DEPICTED ON SHEETS 3 & 4. 17. HORIZONTAL DATUM BASED ON MDC. VERTICAL DATUM BASED ON CGS. 12" 18. PARCEL N/F UNDER THE CONTROL OF JEAN MARC JACQUES. A� 4'- 0 6" 19. TOTAL AREA OF PARCEL 1,127,172 sq.ft. 25.88 ac. 20. PARCEL ZONE IS R-20, 6" 1/4" R 1/4" 21. TOP IF TEMPORARY CUL ce #13 SHALL BE INSTALLED WITH A TYPE 'C-L -DE-SAC IS CONSTRUCTED 1/4": 1' HOWEVER, WHEN THE TRUMBULL LANE EXTENSION IS CONSTRUCTED, THE TOP FOR CB#13 SHALL BE 1/2": 1' -44 REPLACED NTH A TYPE 'C' TOP AND INSTALLED FLUSH WITH FACE OF PROPOSED CURB EXTENSION. 4 4 4 "4, A j 22. NO WETLANDS, WATERCOURSES NOR 100 -YEAR FLOODPLAIN WERE DETERMINED WITHIN THE SITE. L " k 23. EASTERLY DRAINAGE STRUCTURES DEPICTED ON PLANS WITHIN ABUTTING CHASE ORCHARDS DEVELOPMENT SHALL TIE INTO PROPOSED CATCH BASIN #15 WITHIN TRUMBULL LANE, JUST AS PROPOSED CATCH BASINS #26 & #27 SHALL TIE INTO THE WLSTERLY DRAINAGE SYSTEM J k., U14 -31 U C. Vy /A Lr% 4" TOPSOIL (8- CONC. AT DRIVES WITH DEPICTED WITHIN THE CHASE ORCHARDS DEVELOPMENT. 6"X6%1O/10 WIRE MESH) 24. ALL LOTS READILY ME ET 90' x 90' BUILDABLE SQUARE REQUIREMENTS. 8" PROCESSED STONE 25. BACKWATER VALVES SHALL BE INSTALLED IN THE FOOTING DRAINS FOR LOTS 38, 39, 40, 41, 43, 44, 45, 46, 48, & 49. TYPICAL SIDEWALK SECTION N T.S 26. SEISMIC MONITORING SHALL BE CARRIED OUT VIA A THREE -AXIS, CONTINUOUS WAVEFORM DIGITIZING SEISMOGRAPH AT THE NEAREST STRUCTURES (BUILDING, STORM SEWER, SANITARY SEWER). EVALUATIONS OF SEISMOGRAMS TO ENSURE COMPLIANCE WITH USBM 8507 SHALL BE PERFORMED BY A PROFESSIONAL SEISMIC CONSULTANT ACCEPIABLE TO THE TOWN ENGINEER. 4 TOPSOIL AND SEED CONCRETE OR BRICK INVERT B B 14"X10" FORGED ALUMINUM 1 0 0 0 0 0 0 0 SAFETY RUNG MANHOLE 0 0 0 0 FILTER FABRIC 00 .41 �,?, _ , �". ;, . v� , ; FLOW 5" STEPS 16"O.C. TOP STEP SHALL BE NONWOVEN CLASS 2 TO BE 4" BELOW FRAME NTH PERMITTIVITY OF 0.5 TO 0.1 SEC 71� � % , 7,_ 1 AND AOS OF 0.43 MM TO 0.22 MM AND 8" ROLLED GRAVEL SHALL MEET AASHTO M288-96. .0 in' \A/IF)F- P-PAWIP-1 F)P1\/F_\A/AV F)P-TAII ��)LU I IUN A- A %.j T V I Li I- \-.# I \ r-\ V I- L_ Lj I \ I V L_ V T r_% I L-1 L__ I f-\ I L__ N. T. S. /-STANDARD M.H. FRAME AND COVER ADJUST TO GRADE NTH MAX. OF FOUR COURSES OF CONC. BRICK LAWN/ STREETS/ STREETS/ LAWN/ ...... CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY 0 SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL C 4 Mi Mi 141� - ' - " - I , 4�4 Z et, k, A )k -q 4414 2 A 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE 5 LU ALUM. V) Of > REINFORCED CONCRETE MANHOLE SECTIONS WITH y '0 RING* JOINTS W LU < > "D 5" W z i C . 4*-0" DIA-1 -A REINFORCED CONCRETE MANHOLE BASE < A DO FLOW V z . ............ to 7 CONCRETE OR BRICK MORTAR INVERT r," i IA" roi i<:wrr% CZTnMr Pr) 1MnA-nnm SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE N. T. S. 1� UNLESS OTHERWISE NOTED. EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE to INFORMATION. ALL EXISTING UTILITIES SHOULD 71RUC-110N. to BE FIELD AERIFIED PRIOR TO CONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OV THE PROFESSIONAL ENGINEER/SURVEYOR. 0 Approved granular non -organic backfill material and compacted in one j____foot n I 0 12" 01 placed 0 12 (max.) lifts. 0 0 10 01 0 0 Warning tape per Conn. General Statute section 16-345, as amended. placed 12" C9 0 0 (min.) to 24" (max.) above the top of 0 the pipe. 0 0 0 Bank Run Grovel fill 0 0 Sand Blanket placed and compacted in 6" loyer3. No stone larger than 1 1/2". 12" Material shall meet Pipe, as specified O.T. M.02.05 12' 1/2 O.D. PIPE 3/4" Broken Traprock 3/4' Crushed stone bedding material 1/2 O.D. in rock excavation or as directed by PIPE i the engineer. The material shall meet D.O.T M.01.01.21 for 3/4" 6" Min. stone. Bockfill to centerline of pipe when usin g Polyethylene or A.B.S. pipe. 12" -L 0�t 1 12' pl TYPICAL SANITARY SEWER TRENCH SECTION N. T. S. REVISIONS 4 Il/.1)/WtS REVISE BLASTING PLAN NOTE ELM 3 10/10/98 ADD BLASTING PLAN NOTE ELM 2 9/3/98 AS PER TOWN ENGR COMMENTS ELM 1 6/25/98 ADD BUILDABLE SQUARE NOTE AND STONE BERM DETAIL ELM DESCRIPTION 8 Y FNO. DA TE Y, 117 F 112 O.D PIPE 1/2 O.D. PIPE 6" Min. 1-- 12* 12" TYPICAL STORM DRAIN TRENCH SECTION N. T. S. 50' RIGHT OF WAY 13' BITUMINOUS; CONCRETE CURB .,E - 3/8"PER FOOT 26' 'PAVEMENT 6� I'-,* ;""IF ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED GRASS 'STRIP RESqRVED FOR HYDRANTS, POLES, ETC. <E� 1/2"PER FOOT S/D�"A S� 4" TOPSOIL & SEED SUBBASE_: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12" ucl�_ / WHERE LEDGE OR ROCK IS PRESENT) MEET GRADATION OF M2.06 GRADING B I:', - ,jt� BASE COURSE: 6" PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05.01-1 _W) 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) 1-112" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS, IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15, A 2" BINDER COURSE SHALL BE PLACED. 26' WIDE PAVEMENT CROSS SECTION- N. I. S. BITUMINOUS CONCRETE CURB POINT OF APPLICATION OF GRADE 3/8"PER FOOT IL & SEED NOTZ ROAD BASE 1. TACK COAT TO X APPLIED PRIGIt TO CURS PLAMMENT AS RCOUIRED By T COATING TO K APPLIED PER M 04A.M4. rUPN 914 A BITUMINOUS CONCRETE LIP CURB SECTION N 1 �3 I"E"I "F" FLARI E-:1 SEE DETAIL SECT10N X-X 18' INTERMEDIATE RIP RAP "H" 2 FILTER FABRIC '17- - SHALL BE NONWOVEN CLASS 2 6- GRAVEL WITH PERMITTIVITY OF 0.5 TO 0. 1 SEC AND ADS OF 0.43 MM TO 0.22 MM AND SHALL MEET AASHTO M28a-96 PIPE DIAM. A 8 C D E F G H WT RIP -RAP IN TONS 15" 10, 7' 1-1/2' 1. 1- 4-1/2' 1-1/2' 3- 6 18" 12' 8, 2' 11 1, 5' 2' 4' 8 21 13' 1 9' 1 2-1/2' 1 - 1/2' 1 1 7- 2-1/2' 1 4-1/2' 12 24 1 17- 1 10' 12-1/2'11-1/2'1 V 1 8' 12 -1/2-15-1/2'1 15 30" 20' 13- 1 3' 1 2 2' 1 9' 1 3' 6' 22 36- 1 22' 16' 13 1/2-1 2' 1 2' �-1/2'13-1/2'1 7- 1 33 ENERGY DISSIPATOR DETAIL N - S� STOPPER EXCAVATED NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TRENCH WIDTH PIPE `b 77777,7�\NNN\ 177777\777-7777\ 4'-0* (MAX.) (TO OUTER MANHOLE WALLJ_ l'-6' 2' MIN. � WK. 101I vrm In jam PLAN VIE SEE NOTE #3 SAND BLANKET (TYP-) FABRIC (SEE NOTE 14) PIPE \-NATURAL CLAY \_ BOTTOM OF EXCAVATED TRENCH 3/4' BROKEN TRAPROCK (TW.) TO TOP OF PIPE PROFILE VIEW NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND SPACED A MAXIMUM OF 1W +/- APART, OR AS DIRECTED BY THE TOWN ENGINEER. NOTE14: 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON FILTER FABRIC SHALL BE NONWOVEN BOTH SIDES OF TRENCH. CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AgsaF 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND 0.43 mm TO 022mm AND SHALL TO THE TOP OF ROCK. MEET AASHTO M288-%. NATURAL CLAY DRAINAGE STOP DETAIL N.T S, 6"-30* BEND EDGE OF PAVEMENT 6" Y BRAN, WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO---_ SURFACE OF GROUND 860-291-8755 GRAPHIC SCALE I AIM AM& 10111. 1 1001111111& 0 2 W FEFr &rofessionals, Inc. DEsnu- ELH DRA WN.- EL H CHECKED: RJA I inch ft. I I Civil Engineers Planners - Surveyors - CIS x8 No.: 95-8J7 IDA TE: 6-8-98 165 south butellite roac south windsor Connecticut 06074 DRAWIVG NO.: D.- �J08\958J71l8J7DE7A1LS.DWG 4 0 T t5NAN(.;H PROPOSED SANITARY SEWER PROPERTY LINE-- - 6" Y BRANCH STOPPER 6"-30' BEND L "\CRUSHED STONE (WHERE REQUIRED) I L IN ___--_C0NNECT1ON TO BE SAME AS MAIN SEWERS NOTES: 1. ALL HOUSE CONNECTIONS TO BE LAID TO GRADE OF 1/4- PER FT. MIN. AND CARRIED TO THE EDGE OF PAVEMENTOR PROPERTY LINE AS SPECIFIED BY THE ENGINEER. TYPICAL SANITARY SEWER 2. "Y- SPACING AS DIRECTED. HOUSE CONNECTIONS 'i. T. S � PA R TRIDGE MEA DO W H �SUBUIVISION - SECTIONS 3 & 4j PREPARED FOR JMJ CONSTRUCTRON (CO. SOUTH WINDSOR CONNECTICUT SHEET JLZ - r ,. . , , '!, 7 �1, , � 1� - I.W.,'�Ilr� �� ", , - - �, - ., 1� . . 1h . , � . , . - I �;,.- I T"IN . I , I. �� 0 , - - I I�i ,, , * 5 1 7 , � W_ M I q � " I - I , - �:, 7 !" I , ": W I W17 . " - 1; - � . !. " , , � t, T.��' : !1*7, , �z I . ,4,6, . I, . , , � . �_, - I . 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I- � , , -, 7 1/2- 1� ,� " , , . ,,,� , , � - , , . . .. , " " � , . ., � 11 .,- . : �i_ ��.;,�: � - CROSS SECTION .1 .1 . - . � 2 t��,o _V C-11c7_x ",_� . . . - .:. '' '. , , , . I � I �', 2" q k4l�.,Y � . � . ; V. , 1. I I , , 1. . , , � " , . W,.O.. 11 .. ., , " , I �, �� ` 1�1�i-�:yi�' ", _ V: . �., - * I,'&, 2 - . 4� . I 11.11 k� %� I I .,�,,-. . , t , " 4�,% �,',* ,;� I � , -��Z;_ �: ,�-, V.1� '" -;, I �, 4 111 , 5" , ,,,-- - - I -�'! - (_ - - - "u, MASONARY LEVEUNG BRICKS ��,,', ., _ %:-,,�..-,'*,,,-�, ,,* 1, ,- , il�, � I ".. I.-, I -Y - I-,- " , __ ____� , .. ..k .. , � - �, A_ I �, A,- , "': � , .;, - �-. , , , , ,_ , z--,- � - � I �, , . " � - , '. � ,. :, � - NOTES: .1 - . . _�,�-' ., I . 0 1 12' SEE DETAIL 'B' MINIMUM DEPTH, UNLESS SPECIFICALLY . 1. . ., 1. RED BRICK NOT TO BE USED. . . - " D OTHERWISE, UNDER TRAVELWAY ._'�;" � 1-�%., �k,;j �2. WHERE PRECAST CONCRETE UNIT � ..� - - X-10 1/4 * l� 1-7 112", UNDER UNTRAVELED AREAS Y :�;; - -, ' IS USED FOR SUMP THE TOP OF ., , �, � . , � '41" - � - ,; .., L THE UNIT SHALL BE AT LEAST ...I: (A W 213A$"---i ,-1,_11 t1c" - I .' � ,�` " ,$.' 6" BELOW THE BOTTOM OF THE '_ - 1, (�L - 8 " - I � _"�` L I I PIPE OUTLET FROM THE CATCH - -:`� � '� �; " > - , . .;" , � BASIN, � �_ z � --------BRICK, - 3. WHERE MASONARY CONCRETE UNITS I: 6 � CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST ," NG WILL BE 4 . ED - CONCRETE UNITS. WHERE BRICK OR MASONARY CONCRETE UNITS . . 14I PERMITTED. MAX. CORBEL TO BE 3". !'�� " T_ I C-4 I ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO !:�' ),t i,. -; NO PROJECTION SHALL EXTEND IN- -�� r-j-- (D � = I BE 3". '�_� : I �'SIDE OF LIMITS. . - . . I ' I ,'!�i - - - - - 11� ""' I �, - il� 4. ADJUST FRAME ELEVATION ,:.�! . . , , �_ 8"� 4'-51/11- 81, _ ___� ----CLASS 'A' CONCRETE POURED IN PLACE - � � 0 WITH BRICKS 6" TO 12" ,4. I. I., ,.,.". 't, . OR PRECAST UNIT. .1 5. PROVIDE MINIMUM 2'-O" OF -'- '.1'.." ' '� ,I 1 5'- 9 1/"" - PERVIOUS BACKFILL ABOVE THIS ------------- I . i;i COVER OVER PIPE AT BELLS . ;,I. "'.., �, .."'i- "", ELEVATION. MAX. DEPTH 3'-O" 6. PROVIDE 6- OF 3/4" TRAPROCK I . 1V %, ..- .1 � � .. BELOW THE TOP OF THE STRUCTURE .1 E AT BASE. ! ., ' 41 , :�. � I - I I I " ,., "1,-', 1 `�C.,�,* , - ;,- w, C, ,�.�: 'A' , , - " - ,;,t . ,6 1, .. �,� .. N)'� �, V. - i V� I- I , - I " ",,1 - -. -1 � - - �,. ". - . ,� 't '. � ; I 1. .. �'. ,.,;, , '!,-- ., , , ,�f*,;- ;,L i r'. : - . . IDECTION , � , t, , .,� , �:� "I � _.�- jis ,iL I . � . . , , � I . - , , .,;-,:, - . i_ I 11 1� , " ': , "i. t � �_ .. -.�- I . � ,?. '. , �, I.' " . , " ., .,�.f " ,� � .��4 ,11, .1, � �1� - I , ��,- , ", ,'� �'Q � I , " , ... - d I - '' , , " e, -,'.�, �' '_.I�� ��.-, .- ., I . A; , � . � 11.4 ,,�; x-. �_�,.�', i., ,_ ,, , . .1,-, �11 �� * ! I `,e-,� - ^. - , '. I'l-l"" - , � �1.11��* 4 ,�,. �,�____-` -li�',,'� �,__l - DOUBLE GRATE CATCH BASIN - TYPE I ,,..:� I , ,. � , 1,� � - -`��, - _1 - � , '. " -k 'i'l ,.", ��,,-' � ..i!" - - , i:�s,:i.,.4',�.,-..,,���in't.,��,. _ , � 4-i.-, '. . I -,-. -, - I - I . i , .. � 1_4,�,�!� �- � I . '". � __ , 11 I - 4 1, -:� ,--ij,� , .. , '' . " � I '. .. " " ; � "'t "_� , " . 4 , � ,tl� I I 1k I '�.� 1`1 ' I , . '', '. I 'M � :, -, . � L, �- 0, -v)" _ .. - .� : .,.-,. �;` . ?.-.i' .7,'�' ". ". P, - ,�. '.I . ", - ,,,� v j'..". - � �.',..:,: , 1 'I � �-,�,,�!"O; .-,t;;t�."''��,.,�� .,.� . 0 . . �,, I . 1.7 � I 1 1. I � � . I 1 _ I I 7 1, 2" I . i I I I 1 - . I 11 . - I' I : _F . �� I I I I I 1�,�. . 1 �i 0 . I CN S � \� 2 #4 BARS 3--io" LONG ON EACH SIDE . - 12 Ij 5,-10 1/2" I '2" -- W i M :5 Q� < > . ,z - __� I __ __0 __ a CZ I . :2 C14 __ t . L - I 1 6'- 6 1/2" -I _�� 7'-10 1/2" � t-------- '2' ' 5 1- 2 5/8"DIA. HOLE FOR #4 BARS 7'-4" LONG - Ci -C a < 6 < I . C, 0 _::�- " I . 2L 3 1/2"x2 1/2"xl/2" ' - 1/4 "_ �14 i N11- - , S4xg.5 'A' DETAIL . - I rN ,z /4,C - "171 7-/ _ �-,7'�- 4' ,, k .,.11,1�.:-1i I . '..., - I 'O - I , 1'. I , , � � ,,, � � . . � _.,� 'n ". �-: 1, , . , . I ".41 . _c � ?, �(,�_�. � �,! ,� ,. _,��_ 4 �, - . , .,,� � , ,., . - "', , ,.., .1 . , - A ""_.�: %, .. , � _� � !, . � I :.: � 11 SECTION A . ,$4, SECTION B-B ". �� , 'i ", , ".: -,�. "'j" . ., ,..�---...._,-.--.�,. " - - , 'N �. � ; I " ;., .. , ; . � - , . I , � , . . , I .� . , ". - . .11, .� � � � , _'. . I :- ,�rw - �, 1 - Type "C-L" fop and grate - ," .t ., 44e,� - I I .1 I , ..i , , .. -, -L , - , � : ., , .i".i , I , I .. . I .. . . - 3'-6' DOUBLE GRATE CATCH BASIN - TYPE 11 � '' _ .'' � - , 1,, , �� - 1. I 0'-B 5/16' - � .. , 1. . ,,'� "".1" .1 , �A - .1 .. '.. � . .L _ " -- - 01-8 13/16, - 011-91- - i6l, . . : . , 1 i4 1 f, , I .1; 6 3/8' , " .. , � 11 % - � I -�,: , ` .1 1 , " �, � . .; . � � .,.. �'.. , ^ , ,� � - ".. -, : ;, "' '! , - . ,� , i , '' , ", , r 9 1/1 � I � I �,:" ., -',',�, fy'l .T;_ * : . .;, . - . _, ., ",;. 'r , ". 1, 1� 1 3/4'- 10 13/16� r � , , ;."- '4- �eA '. . IV - I � � - �,--"" , 11 , . �,� P," j ',_ :..-' , " - , �. V�t.,,T,,,� I... t I. !� 20.50 - . ___ 11-1 111$, I . , I - - ; ,,, :, I .., - I - �'�I�V-;� ;�; , _. - 1 P ."", ,:, . ,; ". /\ 01-8. =-= I , . '> , 1 - Iil!�. , ,,,� j, . P . ., ,: P � I , . . - � ---L STANDARD PRECAST % ..'�, , � � ,� ,, - , 'i , �, , " '' - -�- !I- � ...-Ii��, -�4 , �, 4:,; � `� - A.Z.l. .. " #�.' -,� CONCRETE UNIT , A , - .. " 1. , 1, " 1'�'t"�'.', " , - 1 , � i , - , .,. , , ,4, � �`* I,., "I . ;. �� -, ,,,? , ,'L"., .4,�T , , , . -, . A.. V-6' 1. , . , ., .� �,� 4"" .., . �, 1. - , ". , 'k ! .... _ ,_ - - -.� , - '. " '' ��' / / ,� . , � '�' . , .1 ,�; ,,�-. .1 . �, �u I., - , . ".. : - t . .. _.., , , � f -1 28' . . , . . . . � . ,� �. " " 1� ,,, � N- ,, ,,, .. t . . , , � I , I I � . I .. - � 'p,�.' , .�' " 74- .... - . ! � , ,�� . � '. - �-, , , � 11 111 ;, . . . - /TVARIES . ; ��; . " , L .- '. , . , "..; I " - . , . I . . .�. , . . - �, "I-: � - *. *�� - I , T I I 1 I I 1 . - � 1 . I I Httffli X4 x - _ I MODIFIED RI � , �', 40' 11-0. "., - - .�, , I , I �� !I-,, I .��:�111 ", FRONT SIDE ..- . �11 ,,�,� '�,� L 4r, '40 L�,� r �%� Ae.;:4i Akin AhIfIlIrIM �]� TKI�M 1-MM Mf 11f 111 A "I"L 0�. �r Hill) f6iNt-MUK DU It,IJ J1141U rKUP41 Ut- ��,IKLJIL,ILJKt. WJIN 1, . .., , % 1� , .;, ��ej MINIMUM 1/2'X3' STAINLESS STEEL BOLTS i&Ze:.. ,, 17-,. -_:, /-Type "C-L" Top � I , .*.L -l'Al' -.1, ,oil Z with Type "A" grate ": - � �,4 " . I , :�. , � ! , 0 ,� ". i .1 l.��, , NOTES: �_'.�,ar.�'-7 - . . . 1� 11 0.4_1�-'��r,4 I 1. RED BRICK NOT TO BE USED. -: r 14 ., ,:44�, 111L 1.11.11 Ill , ,�� 41, 2. MERE PRECAST CONCRETE UNIT k. :%W." � �,_' , , ;�. . L_ ___ I IS USED FOR SUMP THE TOP OF ill.,�:�.Ii_ - �. THE UNIT SHALL BE AT LEAST .- F)� 6" BELOW THE BOTTOM OF THE 0 ,; r,'� 4,� / I I \ V..� � i PIPE OUTLET FROM THE CATCH 0, ., , I I I I I I I BASIN. � :; O .X� . k ,xii I L , . . I , - - _�___ 111-11-1 I.- 3. WHERE MASONARY CONCRETE UNITS . . , 4'XB' OPENINGS 28' ARE USED CORBELLING WILL BE -.1 I , ,. :";�' SPOT WELD @ EACH JOINT,- -111 I I - PERMITTED. MAX. CORBEL TO BE 3". :;�w � _� 11 . . - � ,,-� - ... A P, .1 � �' I . ..41 z", �, '. . , , � NO PROJECTION SHALL EXTEND IN- " L L; � '.. - , '. i . , - - -, ,-. ,-*. " �0 � .L � r-, . ,:#.�, . -1 I I I I I I -, . � ,� , � �, ]�. _� ., , . __ , , . �, '... _� ,� �'. , 1, . � , '__, ,), � , 4 .. SIDE OF LIMITS. I " , .1., N '' 1.'J'. - , .� � I., ,If. I e.1.,t.A , � � �,Vi, �.. � , 4,: �_ _-, , . ", , 1 -36' 1 11, '! 14 �; , - , ..'� . '. IL , . ,�, , � 4. ADJUST FRAME ELEVATION .... i - �� .1 � ;� ,.jL ' ' � I - . 1. ,7-��_,1'40- `�,Y,` ' _ I L.,� , '.- : . ''I . I "..., I _ -jf.,�rl-i."�'.,A-,�' "r.s .1 , , , � , , 1, I , - . I - " ppiq 'd , .- . " , . _ . .. -1 � .'' NTH BRICKS 6' TO 12" . . , i � _4� ,t.c:.. ,*-; .Ir , , . ,� . ;: � , �.'.- 44 - . 7 -.�., .!. .'t- � 11 TOP 5. PROVIDE MINIMUM 2'-O" OF , , V, ;., , ��:_ 5., - , . -1. ,�" I ." * , - .., '--.-,' '- -� , .�, .. ir. COVER OVER PIPE AT BELLS , -, T' I .If , - �;,,r 4, : ".." .- , �r , "! � , I . "", 41�kl 1.11 �.911 I 1; �, _;.. , . . ." ",� ,. �,�' .;i%;,i� �. - .", , * _6 , - , , I , _1 . 4 - .'.�- .+ .. ! , '' .. 6. PROVIDE 6- OF 3/4" TRAPROCK It 11 �..,�t - .,� ,,, ��;141 : .1 ,,�;. ,. .� - :. , .1 11_�.4,ig, , , I 11. , "', .f ., 1, � '! -, , . , '. ". . I j " . 4 k, ,,�.,.111 .-'�.4� �1 11 " , - �,� �, , , . : , .� . -,.,,r , I '.'.' _4 I E AT BASE. ts'�!`,; """yV, ,`i� I, �,,, :,., * " j - %, _I .., I I . ., , �", , - , , ,w_ , 'li " 1-1 � " , I � - . �A. . �.__. . I .. 4 .. i , � , t .- -�, - . uil._�W� � % �, , . '! I � I , ". , . . . .�. *,-�k . , , - * , f ,.; -, '. I I .' . ,4; , e' -": 'l,t' L , ,a, - - . . . I I . I I ., � - 1 n1r, -1 ,,, I . � q.V � , I , � . __ It '. 1�1_ - #v,� �, " I I , "', I #,�0kjjjj,, V � L k , _c. , . - , 'A �' - � � I 11.1 I .,ii,, 4 . . �',: :,;. ,ii-.4', �,�,', - , � , - " "; 't ,,� .. .. ,,, , I- :". . z;1 I .. � f_ , , .. �. .. , "'. .1 DETENTION BASIN OUTLET A' , ,.�. ,,,, .. -� , -.4 " �-A * , � I . , - I �_ " , �-.'3 - .,.,"4 ; )� , _.k��f , I. . � - ,*. ,,(v , I . , . ,; , � 4- 4w , .� , V,. I � _A� ." 1 ,4 ,I . ri. .,�' '�, _. , �', ', �' ,� & ... I Ir , - .N. , ,*jj.1 - , ., '. , " ""'C'.��,,%."'k,�*-1- * . * - ,�, ,,,, c, 't. ., . . . I " , �.-,: �, N. T.1__ .�,%�,," , x .1 " . N, ; - , _"� . �- , ...t, " - '-�, " : , "' � � I - - . '�� , , AL- f3r,.%*" p '%,�'_ - � _ '. y. - �., _1. , - �i ... . I . - . ..''-.41. � 'A ..,it., , ... 1, , , - 1 . I- � , 'e". ;.* � t . 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I " , .:- ,-,i,' . * - 1.11, ; -i:. I , �. I ., �, .� I 1. , " , I 114. ,I 1* ' 11 ... .. ,� , :,;'. FLOW �� � � . '1� I . - _ . , . ..., 41., !, � � I . . , " - 1. 1. �. ====> f- - . - .. i ," ,; � 4+ .*� � , FLARED END I , .� .� � V, . . 4.1.., %..41 .�.. 11 , , , I I , . I 1 4 .-.t�, , PIPE BE=Nr RIPRAP ,�I 1 .7, � I . , A I "': ,��7 - � , "; � I I . P'-14�� 44, 1 9. ,e -0. ;,Wmo� , , ! ; �� %.' I I . _1 %-� , .'. . � , � -� - , - .;" �_ .4 1 1 -- , -�A - � ;* .:. ,,..! . 1, " r- - ------T �44,':.K�"Ak ;� q, 4-. . � 11� .. -A I - _f - ------- �W " - I., ,..,. , ,:;: " i of, � �,,, � A " N.T ." , �-, . , , 1 WO. � , ,�. ,� ',.,, ., ; i "'.: � ,, �, � - � ,;,I . , , � 4'..�' - , � I - I I . � .1 _// 4" MIN. -1 _*��I, FABRIC . _�. I _. ,,, ,,,,Y'; 1 � . . . , nLTER 0" -A �V, ,�� - - -. �'.� ; ., �� , - - - !, ".1, .. 4 � " . ., 1. . I � � , . ! .,.,.,.,... 1 - . , : . * ......... _ .. - '_ , * n � . . �.,' �. 1� :,.,:I,-- !` C, NOTE: i .... - -'-V * ,*.' * . ,,�� I - ___.___..�' 54., , . , Z� � 11 . . . . . I- lji`�.,ilk , 1, , , I �L'.. , ", ';-,-, , I -----.-.-... - 11., ". _.Z: - . I ,,.,�,%,�'. ,,�! � 1� " RIPRAP DIMENSION - ... I _:_ �-- vo-_- �� 3 . t'; V, ..... .4 � ", -.�, � I.. 1. _____,,--,.r.-.,..� , 11. -, � .;r!l .................................... 11 , .�-� " � , , . _. ... .. , 1'1�1',,- . �, cila 'A' ____ - _...... ..... .. - 1.�i- .', -�llC , -4 ;t, ".� ". --, . 1 L ...... _11.� �N!,.if_ . � I - " , .................................... i..:_..� b LOAM & SEED _1.4,k, , ,�, 4. �' i 4 .11.1 '. -, �, - I � W , muult- . ....................... . _... . �*-',. , . ,�Ili I".. &'j" Y44 , " ?, , -,- . IED 15" . .ul-4114'r.. f I 1 . , '. . ". % '�' '-,!t� "': INTERMEDIATE 24" - - . I?_, . - � i -,- � - ... I � ! ,, ,:,* . - . , I . - �', -;%- " STANDARD - 0" 1. . ��,V. 4 . " '4 , : . 36" , ;.1 . -I. I 1� , . , -- - 3' --- B=3'- O" ��\FILTER FABRIC " .1 ff. ,,N, -1 1* .� `111.� �. - , - , --- - �_ -_ __� SHALL BE NONWOVEN CLASS 2 . , I . �.. . �, +1� � . -- WITH PERMITTIVITY OF 0.5 TO 0.1 SEC -1 _. . A �4 fir . � _�.f,'F'��,, Vk, RIPRAP INSTALLATION DETAIL AND AOS OF 0.43 MM TO 0.22 MM AND 'AVI��, lroi� .., I . ") �� , � , , I '. SHALL MEET AASHTO M288-96. N.%J.L ,� " 1�7 � t N� �.S. A I 1 1.11 I ,&.V, - Y". . L 4: -\,D,D ,DVVMLE- U E_ I /'-\ I L , IV -, I `010� . .. ._ _ � " � . I I ki r\ t I "i-,-, .., � I- 1*1.. - � "", ,'�,� , " . "� . '.. ". " ) '__ L . ,+ �� ,'�,�,,, �, I'll , �.., 7., � .Z", - �11 *-It� , , ,.: �. � I , 'r ".W J!,� I . , �.. L " I _4 ..., -, �_ - - -- - . , 1. 1. L'� 4. 1 1 .1% I _ , " ", I., . 1 " , . .� 1. I 1. I . I � I � � 161 ,l'. ,% .., � ., * - , , �. '" L I -1 ' I. . .1 - , 7 " "I -1 ; , , , - � 1� I I . 11 Ax�,i - .. f,-,;. �'�, , '. �, 4.. -� P -�f I 1. . "', r , - �+ "", , , , '. . , � 144., - " , _.�'." S%_ , 4 . . . � " , I 11 � . , t ; "J� .. ,;"-, , _". . 4,*l �4_1 . I r..'�<v �. _ � . - zg.. - , ".... , 11 .�_Y.-�P�,- . ,_, __., 1'x.� .11 ,� - ,.,k,:. ;. , " � �,:. " It,.w.".. ,..�� _."'..Av, , -_';.''� ',- .,-., .,.. I-- `04 _,-;z1 , � . I—'.. I . �0, l,� 1� *.. �w�,k�jmt! -,'.'�� , ''.; , � ,n.', r,�� , " ;. -il,: -.. " , o'.. .f. ,, , " "..., . . ,�-, . . . % `x . -V - t, "'.., - , � 114t , " 1,-*�A' "' , .. - ,::, .11 " Y. ,. :.Ir". . � 0_. 0�, " . ��r I 'L 1 4.1..; �. �, L...'' - ;'f;,Tj,�r.�,:',;^4 11 11 - v.,".4 "i , .., I 1.1" ,.".�.' � ,. . M i.�, - - � .r,# _''L*,.. ,,!:, I - -if. '�-_ , � ''. , A% �,',� ":,.�:_-'l,'., . ., ._.%. � - � . 1 � I -1 I ,xl , �.;A_N'. ,,. , " 1�r. �. , _", ,.:I .. :,. � '... � j .� M"k,l" 00-��, ,��,� ,Vl'e,'�I?",!,,�t'�o :!��_-,11 . .:� _V-, i.,;,`.4,_,'1,_�,',t� I 1 4* * ,,, ", ""i:.. I �,�' , 1. I 1. I ___ __ - ________ D -< �- 1 UNLESS OTHERWISE NOTED EXISTING UTILITY PIEVISIONS 4" LOAM, SEED, 91-0. FERTILIZER. & MULCH __ - TOTAL Z-12" MODIFIED RIPRAP __ - /16" APPLICATION OF GRADE STEEL I BEAM 6" LONG 1'-7 _PVMT� gR_0SS- , 5/16., U) Uj I- 0 M W Uj _j U - I x <. W 2: (N z (n - 2(no (n W ZZO W-W -2 Z3 (A ny< 1,_ W 0 Of , U x _j Z .Q. z 3: W i _0 ;5.110_,-'1A 1 (a * , -1 -1 , z_:-_:_*- - - - -, .... . . . . . . . --r- - 11�4*z-** �,�� �� � ��,-�___ 2 - .. ... . . . . . . . . ... - ..... I __�_� ......... ..... . .......... ....................... 6" BANK -RUN GRAVEL BASE _4_*_:�:_:�' �*- ......................... . ............ _ _..... . (D O.T. M.02.06 TYPE "B" GRADATION) - `_�- 3'- B=3'-O" FILTER FABRIC . -_ - -_ � SHALL BE NONWOVEN CLASS 2 __1 WITH PERMITTIVITY OF 0.5 TO 0.1 SEC AND AOS OF 0.43 MM TO 0.22 MM AND SHALL MEET AASHTO M288-96. RIPRAP DITCH DETAIL N � '- ,(a '_ V ---------- - I �11 I I \/ I ^ - - (",- ,� A ; . I ) 11�- - I j,j eir -711 R 1) I _ _�, - - __ . - - - - - . 1_---�----_4 -DETAIL 'A' �i� ___ >- - - -TION Y-Y - _,,� SEC - I % I- i � PLAN VIEW I I ,j I I POURED CONCRETE CUTOFF WALL � OR PRECAST SLAB, MORTAR RT END DETAIL '14' nts '1� D - C (BARREL) B DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR -i . ,:>- SLOPE LINE---- -:� �_ 1" MIN. LARGER. - t T I I -�e I . E5 --- I - .-- - -_ _ - I __+_ - I 1� i 1 - 0 % - < , 4 - _F_ f ALL (SEE NOTE 2) W (N -t J� . i z 'S SECTION X_x END VIEW ___J'� TOFF WALL OR PRECAST SLAB, T END ------- ------------ - ___ FLARE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END . REINFORCEME _ _NT ONE LAYER ONLY IN CENTO , ", WA,] , - --- - _ -_ - MIN AREA OF MIN AREA Of' DIA. A B C D E F R R 1 2 1 1 LONOTUDINAL TRANSVERSE STEEL S SQ.IN.PER FOOT SQ.IN.PER FOOT 18" 9. 2'-3" 3,-10" 6'-l" 3:-O" 2'-5" V-3 1/2" V-10" 0.060 0.060 21" 9" 2'-11" 3'- 2' - 6-1- 3 -6" 2'- 7 1/2' V- 4" I 1 -1. 0.066 0.066 24' 9 1/2- 3'-7 1/2- 2--6- 6--1 1/2' 4'-O" 2'-9 3/16-1'-4 13/16" V-2" 0.72 0.072 - 1)u .. _. I_u " - 4 _0 .1 - - ,..I-, I - / 3/4 . - W ti -1 .3/4 - - 1) _u -1 .. .5-1 .. - - 1 1 -b 112 .. - 1 -15 - _ U.ub4 - -.-. U.U64 36" V-3- 5'-3" 2'-10 3/4" 8'-1 3/4" 6'-O" X-11 Ii/15' 2'-5/16" V-S" 0.096 0.096 42" 11-9. 5'-3" 2'- 1 I" 8'-2- 6'-6- 4'-5 7/8-2'-3 1/2- V-10- 0.108 0.108 48' - 2'-O - - 6-0 - 2 -2" 8'-2" 7'-O" 4'- 6 112 -2'-4 1/2- V-10" 0.120 0.120 54" 2'-3- 5'-5- 2'- 1 I" 8,-4" 7'-6" V-5 1/2"2'-9 1/8" 2'-O* 0.132 0.132 60" 2'-6" 5'-O" S-3- 8'-3" 8'-O" V-1/2" S-11/16" 2'-O" 0.144 0.144 12" 4' 2--O" 4'-3/8" 6'-3/8- 2'-O- 1'-7 15/16" 10 1/4- 9. 0.048 0.048 15" 6- 2'- 3" 3'- 1 0" 6,-1 . ------- 2'-6- 2'-5/16" I V-1/2" I I" 0.054 0.054 171 A Mr7n C*kIn nr7-rA 11 -\I L F L-MF\E-U F-INU UE_ I/ , I.. 1, � 1. A '' I __�- -- 4'-4" PLAN VIEW NOTES: 1. RED BRICK NOT TO BE USED. 2. WHERE PRECAST CONCRETE UNIT D IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN, 3. WERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 4. ADJUST FRAME ELEVATION WITH BRICKS 6 5. PROVIDE MINIMUM 2'-O" OF COVER OVER PIPE AT BELLS 6. PROVIDE 6- OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. �'�-V- &!�l 8"�-- r-- - '_ I ... 1�-1:2378 I VARIES en!!!�N\ I I UU 4-L! - V- 1 5/8" - BRICK LEVELERS - 3-5/8-1 4'-8 3/4' -1 I '-8 3/4 Y/I -2 - � - , - __J F I I - - I `-CLASS 'C' CONC. i I NC. I BLOCK � 1 ) I I � 8.1 , - 3'-O' -0- -_ - [-- 4' CLASS 'C' CONC. I " - 5'-4- ---- I- 4 - 4 1 - -1 'z',r7('TIr)KI Q_Q QC'(1TInKI A - A I.P L_ �� I I k_1P I N L.J Lj _.) L_ �_ I I U I *4 P-N - 11% - TYPE 'C' CATCH BASIN - ., - I 6"TO 12* BELOW BELOW GRAM 1-1 1 STEEL BAR- I - DIRECTION OF FLOW GRADE ---CAP 4 13/16'-' CONCRETE UNIT W z zo :3 F_ < 0 > W 7 5/8" _j . �4 3: T - 3 - 5/8' - ----6" PVC. __-45 DEGREE BEND F " 6' Ml��,�_ \ . '---,\ 3/4- BROKEN TRAPROCK r WyF, - IN -LINE CLEANOUT DETAIL . I I 625* * '� gondi'ng 4 es - 1.5" Dia. 24.50" Dia. 2 0 75" Handling Holes 1.50" f---2.125" 1.50" - I * \ C F , L, &\I L,: \n� J - - . - __x//1t_____T_ _F_ \ I T f 8" 1. 75" Dia. 1 2 -_ ___� 1 50' 1 0.75" ,,zi I I, I F * �_, ___�[ 0.75" 1 1 I __T ___._ f - __ . - 6 - 36" Dia. __ .---- _� A P" n;, - �U Ulu. I ____ -_ - - - ___ - SECTION B-13 CASTIRON FRAME . - - I b-4 - - SECTION A -A - PLAN VIEW K 10 13/16' 2 FINISHED GRADE - - P", - /_V-8 3/8 , 5. . - 4 13/16" - - MIN I - I.I.1 I I I � I I 0 1 1 i I -1 - - 00 LZ BRICK LEV I ELERS _1 _1 A,.- 11 , I'-sa A /R" I I � -,,,,,,_ 5" �4 - I - I i;r . Y .,,_ CLASS 'C' CONCRETE OR PRECAST UNIT 1__,� A --A" - I- . - - 1_� CLASS 'C' CONCRETE OR PRECAST UNIT SECTION B-13 NOTES: 1. RED BRICK NOT TO BE USED. 2. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE 11, PIPE OUTLET FROM THE CATCH BASIN, . 3. WHERE MASONARY CONCRETE UNITS NG WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 4. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12* 5. PROVIDE MINIMUM 2'-O* OF COVER OVER PIPE AT BELLS 6. PROVIDE 6- OF 3/4* TRAPROCK BASE. TYPE 'C-L' CATCH BASIN - ., __ L'-) CAST [RON HANDLE I-!-- 8.5" I 10'. -- .5" - 6.5" 11111111�1111111111111111111=2 liffillrawasmaw--m I �11111111111011111111111111=6 511111111111111111=# I=. a . -_ � 111190=1111111H1111111 ; 0 1111111111FXROTO� 111111W11111111111111111=- Il E uOre �- 0 1 a 110670�111111111 ������ 0 llllll�z 1111111�4 1111111111IM111111111111 --- - - ("NATOU EDAQIKI TE) A 17) \.11 r-N 1 \.... I I I-) in -) I I N I 1\1-\F- � j I , NOTF 1. The lower surface of the cover and the corresponding upper surface a" "Ite 'rame Shall `e machine - -provide a , " ' " u "'r "nIsnea to ny smooth flat contact of fit, without a tendency for the cover to rock or rattle. . STORM MANHOLE ALTERNATE �- 0013 0 0 0 0 A *n-,Coj 0 - 0 0 00 0 0 E3 P " %� 0 4j C�r�l - t 0 - -1 a 0 L 00 00 c, III - 0 @� 0 I 0 0 0 0 0 00 0 n o , 0 0 , *0 " 0? @D Q 0 0 (& � 6 ,�o 0 0 0 Q E] 0 0 0 0 23.875" Dia. - I - 1__�' I 1 21" 1 * 25" ' 0 38" - 11 1 125" _j 0.75 ' 1" �875'- i -I i .r% r, " - L LO.'; /7 5 .w_ 1! , _ . r1A ;4 I ... - r, " 1 , 1. 125" - . __L 3.6875" T_ �_ 0.56 . 1 -0.56- - __ 1.50"i - � �0.75" 1.94"- 17" Dio. - SECTION A -A CAST IRON COVER -_ . . 0 9 H _____ - I I . � 860 - 2 I' - -, --I N N) LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE � � I i " th 0 .�' �', 1. I I iA bi INFORMATION. ALL EXISTING UTILITIES SHOULD � .�,�� I /;rh PA R TRITIGE MEA DO W ff 1.1 0 , . . GRAPHIC SCALE 10 4 BE FIELD VERIFIED PRIOR TO CONSTRUCTION, � . I DETAIL.,* 010 "" . � +1 . 1 0 5 1 2 . �.. �+ il . �� 1, I., � I i I � I esign (SUBDIVISION - SECTIONS 3 & -4-) , ! . I I . : �� -, 1. ' I i--- I . I � _ I . I �� .. ----i , 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD . , � . I I . 4 , ' ' t . . I, I _ L '. . , j . �_ " . , . ., 1,1", +11�11.�1,11 .W.,_,..,"! � -,.:... .. . . � I . 1 T%Nll!601!%MMMPI-m iIiIIIIIIIIIIIIIIIIIIIIIIII BY A LICENSED LAND SURVEYOR PRIOR TO ,� ", . , . . I -�. .. . I � .1 . . I ,:' � , , . I .., ?-i. , ,.,;6 , , . . � . � .1p �. .., ''. I , , 1� _�, '41 I . I I I J " , '' r" * ., t. -,. , , . I v, , .- . . t:� I I - 00rofessionals, Inc. - ELH DRA WN.- EL H CHECKED.- R,1A CONSTRUCTION. I. .. .? , . .. � ., '. . , . . 1 ( IN FEET ) DEsIGN. .� - . At!-". �.,:. V.... ., . .'! il I .1 - _7?,�-_ � I - :�.' I . , , :",. I . 'o - 1'�, .1 , , � __,., + , ,,11� �j-,,�I:i�. . I -, , . - I i,�,,��... - ,.:, . I - 1 9/3 . - X�l 1�*, i ."11-l", . �_, 7 , . .�. 1� I 14 "I" ,� � " :. . �', . 3 /98 AS PER TOWN ENGR COMMENTS ELH IN , 1. . ;K . - , ,�. , . " � -:': ;,�,�', 't'' I I D"NSTRUCTUON CO. � , I . THIS PLAN IS INVALID UNLESS IT BEARS THE + , , NJ CC ,11 , . , " , , � I inch = I ft. %�, ,� - , ,-.- *1 `.','�,� � I' .. '. . - - +,-,,.�,3��_ ,�; :, � '' - 1, � " " '_ . -, , . I Civil Engineers - Planners - Surveyors - CIS joB No... 95-8J7 IMPRESSION SEAL AND ORIGINAL SIGNATURE , . ., � - 1', I 7k, ,.-: . � � ". �, � , I � ': � , , , . I � � I .� .� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO DA TE I DESCRIPTION 13 Y 16b Suoth sateilite road south windsor ccrinecticut 06C ,.I - SOUTH WINDSOR CONNECTICUT DRAI+7NG /VO D - �J08k958J7` 8J7D -T - DHEET -_ -- 13 ,/ 0 Is I& � - __ nommo� - ____ - I - I . I, . I,/ IIIIIIIIIIIIIIIIIIIII -_ I I I -1 I 1�_ , 1� 1 4�, 1 �6 � I ., - I - � 'A� -I, � -- _i'j, - �, .. ,,, , , , -f , - I . li;�_ . + � I �. � - I., I � I.- 41�. . q " 11 - I - , I � ,�- , .6-�,-.-_,4W�%C , t _ . ._ _ _,. L 1. - I - - .k I -11 14 -A- I ; , . . I - , . * I , " _. , , i- 7,� ". , `.,� , -- 1 -',,,�-,. ,:," -% , , . 41W. 41,�,�� , , 111" ;, ,� �_Ik�_. ll;, -1 ", - . .. � . -, � � �-r ._4,;,.1,.l ':�� P., ; . . � . 'fj '. "' -c �,�� 'I, , :_1111 I lA, "I �j � e ��;At ,, -P i V��4-�'- - I I - .; ". .. . - "I I . . - - _-, : - , _:-, -�, , , .", - . + , I " � , _j� _U �, , - . I j� - _1� U '" , , I .t � :. , ,11' . , I .1 - - - * � , ��.� �, �, ,# , � - - ! I ��*, - �'. . , "_ '.1", I - I �, - , ` - , � " -"- � i " '4', �, 4,7 * 4 � "') ,%:,a .11 t . , 11,� ,-, 'j", .-f"- 3' � � I I . �� , ��,�,,,�,- � I _�&,� - - -,, 7-'-"- - � - , �. -1. . - I I 1 , . , , " " , -i . i'., 4 1 - - -, 4$t� 1181"I", 4r,. : , .,� 11 r, - - I . .. -j " I � 7y, � , .� ,,� - , Ar _,� i, 7'**�OU%_ �_ x � , , , .. . , , 11�,k��]., . . k, '. , - 3", "� " i-SA - 11.�. I A '. � I I � - --"& h. - . - - � " =-I �, 14 � , . - �.� 1, . I ,,, j�� t * .' 1� . � . ., , *_,`�� . , 11 , . v _'� � , ,It, I �_�, �_� " .* - � 0 . . , " e, , , "� , " �z -�z � , I,* , � ? 4, , S4 , 96 - i 'i , I , '. , - , .*0,:V)&. - -, �N 7_1 �). -,*� � �1� -i_ . 4 � I , . I . C4 �Z� ;10�; 14v_f 1.y, -, -;, - - :111� , 1 - - - - , , A ;ia -.0 P� _e*V,'�44 ?�� " . . � 11,71�-'�� � � i � - 0, j " I � - - __ _'W", I - ! - I . � I L mew � L_ , - � - 1. I I I . OPP$ 111 "'"M ftfbi�': .0, . . k I . I.- + I , , LIJL��.�_�-.___._,'- - - - . I . . 11 i,I,""Aft __ I I . . Ill - -Ir 4=10 - � - 7 - 7 . I . 11 I 0- 0;4 s, 4 Z'. 4, AP 0 -j low, 'S 1 __1447f f bLU1MLN1A11UN ANU LNUNUN UUNINUL NANNAIIVL 7-h-" 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED I N CONFORMANCE NTH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36- WOODEN STAKES PER BALE. N 4, ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. V 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY ST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN PROPOSED CHANGES TO THIS PLAN MU ,f AGENCY. 6. ANTI -TRACKING APRONS SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED NTH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVIT�. 14. ALL TOPSOIL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED AND THE STOCKPILE REMOVED FROM THE ADJACENT LOTS BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL CO-ORDINATE NTH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES NTH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE OF WATER TO IT. 8. INSTALL STORM DRAINAGE, SANITARY SEWER, AND WATER MAIN. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS, 9. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN AT THIS TIME. 10. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 11. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 1998 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 1999 SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. ME'r-A A A k I C'k I T % /C'f'CT A Tj nK1 11r) % /E_ 0 r- F_ F\ IVI /_� 114 L. 1 *4 1 V F_ V L. I m I V I m \,U V L_ F% SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL LNGINEER/SURVEYOR. REVISIONS NO, I DA TE DESCRIPTION L-0111 TEST PIT #1 EXCAVATOR: SCOTT, JMJ CONST.. DATE: 2/19/98 TESTING BY: ELH LOCATION: PM 11-SECTION 3-TRUMBULL LANE SOIL DEPTH DESCRIPTION O'p - 4 Y' TOPSOIL 4 I 27" LIGHT REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED 27" 111 DARK REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LEDGE: 111 MOTTLING: - WATER: ROOTS: NOTE S: FROZEN ON 2/16/98 F TEST PIT #2 EXCAVATOR: SCOTT, JMJ CONST. DATE: 2/16/98 TESTING BY: ELH LOCATION: PM 11-SECTION 3-TRUMBULL LANE D E A S T T E PIT 2 OC A TI ON SOIL DEPTH DESCRIPTION 0"- 28" BROWN SILTY SAND, MODERATELY COMPACTED 28" - 10 7" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LARGE ANGLR STONES @7' APPROX. LEDGE: - MOTTLING: - WATER: - ROOTS: 29" INOTES: TEST PIT #3 S T P' T EXCAVATOR: SCOTT, JMJ CON T DATE: 2/16/98 FT T7 TESTING BY: EILH OCATION: PM 11-SECTION LOC TIO 3-TRUMBULL LANE SOIL DEPTH 0"- 2$) DESCRIPTION TOPSOIL 2" - 27" BROWN SILTY MODERATELY SAND, COMPACTED 27" - 131 " REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED, DAMP >1 31 LEDGE LEDGE: 131" MOTTLING:- WATER:- ROOTS: 23" I NOTES: - - - rT7...T ,T JiA CV(A\JATr)D C(r)TT IKA I ('(_A1C11 IL.-.)j 1-11 ff-r L_ A %, 1-\ V f-k I �J I \: __,J0 �., \�/ I I , 0 IVI 1j \_ Ui Id Ij I DATE: 2/16/98 TESTING BY.- ELH LOCATION: PM I] -SECTION 3-TRUMBULL LANE SOIL DEPTH 0"_ I" DESCRIPTION TOPSOIL 1 35" BROWN SILTY MODERATELY SAND, COMPACTED I 35" 134" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LEDGE: - MOTTLING: - WATER: - ROOTS: 36" NOTES: ---- TEST PI E 0 A S 0 0 C T T A E P T' 0 �E I 2 T N P 3 T #5 EXCAVATOR: SCOTT, JMJ CONST. DATE: 2/16/98 TESTING BY: ELH LOCATION: PM 11-SECTION 3-TRUMBULL LANE SOIL DEPTH DESCRIPTION 0" - 31 ORANGY-BROWN SILTY SAND, MODERATELY COMPACTED 3 31 1 - 49" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED, DAMP >49" LEDGE 9 L LEDGE.:49 MOTTLING: - WATER: - ROOTS: 32" OT S. N 0 [TE S: TEST PIT #6 EXCAVATOR: SCOTT, JMJ CONST. DATE: 2/16/98 TESTING BY: ELH LOCATION: PM 11-SECTION 3-STEVENS WAY SOIL DEPTH O"_ 3" DESCRIPTION TOPSOIL 3" - 32" BROWN SILTY SAND, MODERATELY COMPACTED 32" - 106" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LARGE ANGLR STONES @7 APPROX. >106" LEDGE LEDGE: 106" MOTTLING: - WATER: - ROOTS: 37" NOTES: - - - T TEST PIT #7 EXCAVATOR: SCOTT, JMJ CONST. ST PIT D A FTE.:T -22N/ 16 / 9 8 TESTING BY: ELH I r 10 LOCATION: PM 11-SECTION 3-STEVENS WAY LO SOIL DEPTH 0"- 3" DESCRIPTION TOPSOIL 3" - 30" BROWN SILTY SAND, MODERATELY COMPACTED 30" - 81 REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LARGE ANGLR STONES @6' APPROX. >81 LEDGE LEDGE:81" MOTTLING-.- WATER:- ROOTS:- NOTES- --- I TEST PIT #8 EXCAVATOR: SCOTT, JMJ CONST. DATE: 2/16/98 TESTING BY: ELH LOCATION: PM II -SECTION 4-STEVENS WAY SOIL DEPTH O"_ 3 t$ DESCRIPTION TOPSOIL S' - 42" ORANGY-BROWN SILTY SAND MODERATELY COMPACTED, M61ST TAN/GREY CLAY DEPOSITS- 42" - 1212" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LARGE ANGLR STONES @7' APPROX. LEDGE: - MOTTLING:- WATER:- ROOTS: 39" NOTES: --- PIT #9 EXCAVATOR: SCOTT, JM J CONST. DATE: 2/19/98 ' TESTING BY: ELH FTEST LOCATION: PM 11-SECTION 4-STEVENS WA'i SOIL DEPTH n DESCRIPTION Tr)Q CZ r 3" 33" BROWN SILTY MODERATELY SAND, COMPACTED 33" 8 2"' REDDISH -BROWN SILTY SAND, MODERATEL'� COMPACTED I >82" LEDGE LEDGE-. 82" MOTTLIN& - WATER: - ROOTS:27" NOTES: - - - F TEST PIT #10 EXCAVATOR: SCOTT, JMJ CONST.. DATE: 2/19/98 TESTING BY: ELH LOCATION: PM 11-SECTION 4-PHEASANTS WAY TE A S T T E P IT 2 / OC A �I ON SOIL DEPTH DESCRIPTION 0"- 26" BROWN SILTY -SAND, MODERATELY COMPACTED 2 16 6' 11 REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED LARGE ANGLR STONES @8' APPROX. ILEDGE: MOTTLING: - WATER: - ROOTS: 17" INOTES: MOSSY SURFACE S T P T TEST PIT #11 T E EXCAVATOR: SCOTT, JMJ CONST. A T DATE: 2/16/98 D E 2 TESTING BY: ELH A T I CATION: PM ]I -SECTION LO C 0 N L 0 4-PHEASANTS WAY Ep SOIL DEPTH S 0 I L D 0" 13" 0 DESCRIPTION TOPSOIL 13" - 18" 1 3 [TE BROWN SILTY MODERATELY SAND, COMPACTED 8" - 124" 11, REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED L L G EDGE. MOTTLING: - WATER: - ROOTS: 11" 0 T S N 0 S: D TE _0 S S A (T 0 T E A IL P I D IT ON Ep TEST PIT #12 EXCAVATOR: SCOTT, JMJ CONST. DATE: 2/19/98 TESTING BY: ELH LOCATION: PM 11-SECTION 4-PHEASANTS WAY SOIL DEPTH DESCRIPTION 0 0 8 "- 87" REDDISH -BROWN SILTY -SAND, MODERATEL � COMPACTED 8 >87" LEDGE L WATER: - ROOTS: LEDGE: 87" MOTTLING: OT S. BURIED DRUMS & DEBRIS N 0 [TE S: MEADOW T T P I T TEST PIT #13 E S EXCAVATOR. SCOTT, JMJ CONST. A T E DATE: 2/16/98 2 TESTING BY: ELH 0 T LO ATION: PM 11-SECTION C A '0 N 4-PHEASANTS WAY I E P SOIL DEPTH S 0 D 0" - 37" 0 3 DESCRIPTION BROWN SILTY MODERATELY SAND, COMPACTED, MOIST 117" - 94" REDDISH -BROWN SILTY SAND, MODERATELY COMPACTED >94" TOPSOIL L LEDGE: 94" MOTTLING: WATER: R 0 0 T S: N OT S OTES: GRAPHIC SCALE 0 . r5mem-611111111 I ( IN FEET I inch = 1 f t. 1. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. PACKED STRAW 0 DI ANI WIC-W 3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER ,,/--STRAW RALF 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. '-BINDING WIRE OR TWINE rSTAKE SUBGRADE _f'r\k1DA('TC'r'% DAPVC11 I 4, BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF 1HE BARRIER TO PRE- VENT PIPING. I 1 11 lil� I BOTTOM OF DRAINAGE WAY PLAN VIEW /-- - B �)N\\\ P7____�_ E3 NOTE: ELEVATION AT POINT A SHOULD FIF HIGHFR THAN FI_FVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION \�_6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL 130000 oc 00OOE30C SEE SEDIMENT AND EROSION 0 Ln E3 13 0 13 13 13 1 SHEET FOR PAVEMENr WIDTHS 00130 00 00OOE30 0 13 0 0 0 0 Lri 0001300 00013000 m In ri n m n ri EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON CB GRATE FILTER FABRIC ---� FILTER FABRIC CB TOP - NXI I NOTE: REMOVE CB GRATE PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR NTH STONE OR EARTH PILE. /"\ A -T-/'N I I M A C-I k I fNM A -rr- k_lm 1 Uri 0/A31 1\4 umt_\ I L SEDIMENTATION CONTROL EARTH OR STONE ANCHOR PILE '11�1 �__ SUBGRADE ,,--STORM SEWER STRUCTURE FLOW 0 FLOW ANCHOR WITH TWO 2"x2"x3 STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS 'EXCAVATE A 6"x6" TRENCH FENCING 10 THE 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THEPOST FOR STABILITY _3' P 11' AND SEL F FENCING LEANING C L95 12" MIN. 3. ATTACH FILTER FABRIC TO 4. BACKPILI, THF FILTER �jj THE WOODEN POSTS AND EXTEND TRENCH AND COMPAC7 FABRIC IT INTO THE TRENCH 11 'HE EXCAVATED SOIL 860 - 291 8 DETALS" &esign rofessionals, Inc. DESIGN.- EL H DRA WN.- EL H CHECKED RdA 0 1 Civil Engineers Planners - Surveyors - CIS lo,6 No... 95-8J7 DA 7E- 6- 8- -98 165 south �iateflite road south windsor connecticut 06074 DRA WIVG NO. - D.- � L10B � 9 ?7�8J7DETAILS.DWG COMPACTED BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER go PA R TRIDGE MEA DO W ff (SUBDIVISION - SECTIONS 3 & 4) PREPAREDFOR SMI CONSTRUCTUON CO. SOUTH WINDSOR CONNECTICUT SHEET 141/ FEN 1_0% , - - - - --l.-Al m � � 1, � . . � _� �, �,. , , � 1y; k, v 4 2 ilm�l, Ek I AM Z :.7-3-W -7)D 4n I NIF POBERT C. &,_CAiR0L HATCH 7 z NIP NIF STEPHEN T. &NIKKI 'L. FORAN OBFRT C.'& CAROL HA TlPH. - - - R v. 4 /0" X 3_-4� 0 8 *3 8,/5 0' w 0" ell "J 8 L _S_ -G&474� 0 0' W�l 9 _294.14' 17 T I < NIF No- 612:0 IRMA l 4 1, A EXIST. TREES TO REMAIN M k6eVICLE V3 67 43' J 076 �c. X 344�1 347.(, 4 A* &4 IA INN &O(p 11 tp F., AR. 4.2y 23,6,3,sq. 0. 52,1 ,7. t x 351 .. ..... 3 3 !l t 0,97 F F. GAR. E�_ 61C. 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PS F.F\\4,A 4 T A _,45 DO x '3 4 3,6 46 illlll'.l .... lol RELOCATED 4t- IN 1�3u 10 COLORADO,— 3a7.4 7 BLUE SPRUCE INV-335 00 s._; iN\ 4 9/ TT —14,11 '. I 5�0 0, 7 t� l 0. \5 7 a 4 .4 1, * 1AR. =344.00 T.O.W.1;42,50, LAM A I DE ['.FL',Er) T10 JLJ,� PHEASANT WAY. x �5'� 5 4, NOTE: + REFER TO SHEET 16/16 PCs 7 TF= 41.58 NIF LIST Ei FOR PLANT OART HI�L REALTY, INC. + PLANTING DETAIL x 247,r F ;F. _q 1111IMmmmommil m m Ell X4 7 T O.W -344 00 T.O.W 1-344-.00 4 '.)j J28 sq, ff. NV :M4 0D FF (4c' 14y x 3�14 1� T 0 W.=348.00 F.F. GAR - ac. il, 7,26 fl�. C, 44V.1355G INV_ PO 71-- HT ..... . LA�NN L,ol L)T LIC el, f TIC cc> jbW Q2.066W 4' " EXIST. TREES coo N QF WAY L _4j� V. EXIST. TRl HT + N =33WNW 4 N 8 7 TO REMAIN TO FREMAIN IN -33)6. FFY, GAR 1417 FSMH#,5 TF- 343. P;1 GRADE TO DR&W 2,4 A C INV� 336. X 09 L + 4.-,4 '-f 4c, - tE!��7_ 34 nv ow 7 N 39) T.O.W. - 344 00 -1.0 3 )0 4.9 F�. w PC 45A TFI � 343 46 P 31.0 A �W, -340.19 'm 34 00 (58 1 , wv_ _,.m So L 0 F-F GAR. �Sl. 4 X -::44.00 4 7 -SE-C TION 4 3L L r/c, A- 104' NIf 'Y PCB#9 DART HILL Rq�tt C TIC AF 34 2 tll -339 TF PC N ( .- TI;;,3.3339j52 INV-330 70(SW 4 TV- F.F_ GA _141 NY - 534. SHEE T 15 1 INV- J t INV-3307ll 4 SEC TION J AA 4 E 4 )f J 1. 2- 1%$ K 9 IN 01, W < MA �:�41 00 .-.I A All _T 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS r2 —l- (860) 291-8755 A W% -ml SHFFT LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE I A Al WIVUff MbA VU W .11 INFORMATION. ALL EXISTING UTILITIES SHOULD 40 SRTIE PL� NTUNG BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Inc. GRAPHIC SCALE 0 60 80 120 4 lan 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. DA TE DESCRIPTION LAND PLANNERS PREPAKD FOR LANDSCAPE ARCHITECTS IN FFET lYrofessionals, inc. DESIGN.-GRH 1DRAwN..D,1C____ GRH JMJ CONSTRUCTHON CO* 571 HOPMEADOW STREET 1 inch = 40' m jl Nl 958,37 00 DATE 051201-98 SIMSBURY, CT 06070 - civil engineers a planners m surveyors 1 16) (203) 656-1988 FAX (203) 658-1217 165 south satellite rood, south windsor, connecticut 06074 DRA WNG NO.: SOUTH WINDSOR CONNECTICUT !7� iwr M�"_ W Y.71r �017! Vww 7jowmw,-� 7-w-m;r-, 'mr-T-7 4- 1 04 Af/f S k J 14Z e, kv I� 1,15�i "*3�4 iy y 1 1 V/1 IL PG8#10 RT HILL R C. PCB#9 IN f TF= 339�5 7� A_ DA 52 INV-330,70(Sf 4- 1 V'� I I T I INV-330 31 42.14 E 4-) N J V= 330.70(SW 4') 7 1 .__ - - ____ - - - - -_ - - -_ -- - SEC PON A 4 Af INV. .1 _7" IVA" SVEET V > AGM 4q . . . . . . T W.-342.54) + w IAGMI 14, jo, 7 .39,523 x 3 .2 0, 70? 40, 374 sq fA 4-5 ac. Ill CAR, _341 50 + I. *4P Zz— rllil LAAN GRADE TO DRAIN 7 ?11 EXIST. TREE5 TO REMAIN Y_ F. CAR 337,00 EXIST. TREE5 :L TO REMAIN F186 I TF 32.0 PA T.O.W -335,00 T.O."V-338.00 IN -,�23 Ir K INV -326 50 4,5� 56�� --s 05 15 q. ft. INV-12600 w A r-.-r' j fit 0. 6.c Ir< L -3 334 Of) L Y_nl nwav :HLINA Ml F BOTTOM OF BA15IN TO BE SEEPEV P41TH. 54% TITAN 11 - TURF TYPE TALL FE5ifUE 55% 5TA&F-COACH - TURF` TYPE TALL FEBOUE Kell 4� PCE?01 �55% CONE5TO6A - TURF 7YPE TALL FE50UE --- 4-'F-32 I Ill 14(4")t I ��.6.0ke if INV- 2 21' FT GAR' _7 LO < F? 117 127 PA 14 F.F. CAR. OFTEN TIOWAREA.-�.,, U z 77 -7, 0.69 =326.00 T. 0. W. 328 00 WAY LAViN 175.00' GI -IT 'or LO—W -32;1.0117 ASIN 175.00' F..mg pi AAN HACL Fr- '5 S L ILI PrRf2f� fg.50 57, �_7,' TI _J J . T__ �F 51 let, x 2) EX. COLORADO, BLUE�5z, 'E TO NEVi F4-4ASF NIF PCBJ20 LLAJ TF-316.05 AN GARDNER CHAPM V1* TF- 315 Qd--, LA 4 ---m ------ INV=308.64 P H# IN 6.2 TF �0.7 V=r IN cn Y, 1483 TT Lr 90 r HS 7 THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS TP WEN STREET IS EXTENDED PAVEMENT REMOYAL IGRI 905 es"ll 7, 8+00 COLUM 2 TYP. Cn_ UMN -;ONCRETE SIDEWALKS AND ALL SEEDING, EXTENSION OF _4E �11F Irma INV-3011., �TA OTHER WORK INCIDENTAL TO -PFW0\ANG THE CUL-DE-SAC 7:7LWI;-� Q A j--- j_1 ARE RE0UrRE_D-LtP0N-2;-Tl EXTENSION. TF-314�89 'AR REL CATE I EX. 5Ud E il 4 RELOCATED 01 MAPLE c+0 MAPLE TO NEN PHr,;; Ill 4 9: KIP lip P ',F 32 )b TF� 1. � T 31 t 32 % CREIll PAPER TREE MAP TO LAViN SECOND BRANCHIN6 FC8#1 TF-321 81) LA116,46, INV=31.7.40 LANN REMO\/E BURLAP, Y11RE BASKET LAAN AND TIES FROM TOP ANPSIDE5 LAAN 108 MO. 62�1:A td -AND 5HIl i IN OF BALLS, FOR BOTH TREES 7t �T'O.W-31700 1 1/2" MULCH DEPTH a T� C, F V G TREE 4 SHRUB BED F.F. j'.;A'� FTI --_�i 2+ 00' I PS (TAPER a -TRUNK) TO l/. 4- — - - - - - z A PLANTIN6 MIX (T"l r3 -:520 00 Pp INV 00 NE -A 5TONE VI,,iALL--0CN_5TRU0T A EX15T. ON-51TE STONE AALL5 SET V F�,�CE OF NALL MIN.1'-C" BEHIND J 7 PTOPER7Y LINE - 2'-2'-&" HT. Z" I" MULCH DEPTH 5c' + &ROUND CON/ER PERENNIAL BEDS kE 6P I-CL6H OFF ROMS) .... ..... PLANTIN<5 MIX (TYP) 047 so, ft. V , PLANTE!-) VqlTH. THE BASE OF THE NOTE: TREES AND S+4RUBS SHALL BE BOLE:2" TO 5" ABOVE EX15TIN& INV -3'0 70 C?RAr;)E TO ALLON FOR!aETTLEMENT EXIST. TREE5 TO REMAIN 4. Planting Detail — Typ- Not to Scale PLANT LIST SYM. QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS TIME TO MATURITY MATURITY HEIGHT/SPREAD DECIDUOUS TREES A&M 6-7 ACER 5ACCHARUM '&REEN MOUNTAIN' &REEN MOUNTAIN 5U&AR MAPLE 2 1/2-5" CAL. MIN. 6$6 20 Ir`R5. 501/50, EVERGREEN TREES PF & PI CEA FUN6EN5 '6LAUCA' COLORADO BLUE SPRUCE 5' HT. MIN. 5$5 40 )RS. aol/551 P5 4 FINU5 5TROBU5 EA5TERN NHITE FINE 5HT. MIN. B$15 40 PERENNIALS HS 2qO HEMEROCALL15 "STELLA DE ORO' STELLA DE ORO DAYLIL'r 5 PT. MIN. CONT. 2 17IRS. 1:2"/12" PA 5`77 PHALAR15 ARUNDINACEA 'PICTA' RIBBON &RA55 I &AL. CONT. 2 YR5. 51/51 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPTION m NIF (860) 291-8755 C GRAPHIC SCALE 40 60 so 1201 Clesian SETIE PLANTENG LAND PLANNERS DESIGIV: GRH DI?A wN.- DX cHEcKED: GRH LANDSCAPE ARCHITECTS IN FEET 00rof essionals, inc. 571 HOPMEADOW STREFT 1 inch = 40' JOB NO.: 958,37 00 DA TE: 05120198 1 SIMSBURY. CT 06070 civil engineers a planners a surveyors DRA WIVO NO.: (203) 658-1988 FAX (203) 653-1217 165 south satellite road, south windsor, connecticut 06074 PA J? TRIDGE AMA DO W II (SUBDIVISION -- -SECTIONS 3 & 4) PREPARED FOR JMJ CONSTRUCTIO14 CO* SOUTH WINDSOR CONNECTICUT SHEET JL %J 16 Pk V. J :P1.V. 4,V 135,724 sq. ft. 0. 82 cc. 0. J3,065 sq. ft. 0. 75 cc. 42, J6J sq. ft. 0. 97 ac. 7EMPORAR Y Y, CUL —DE— SAC PHEASANT WAY Ile 401 J4,061 sq, ft. 0. 78 ac. t",u 4T N If CHASE ORCHARDS, LLC -3 V Ai 7 A.. 4 _5 30,0,90 sq. ft. 19 R Q f7,0- 9�k no 30,169 sq. ft. �N 0. 69 cc. v TEMPORA R Y CUL—DE—SAC 'f�6 U, r 30,047 sq. ft. 0.68 -V NIF GA RDNER CHA PMA N �0; 41� 30,00 j 1;2 0 1 1. UNLESS OTHERYASE NOTED, EXISTING UTILITY 1 0('AT('iM-Z A�, (ZWnWPJ, APV PhqPf) n AVAII API P 60 to INFORMATION. ALL EXISTING UTILITIES SHOULD �A- BE FIELD VERIFIED PRIOR TO CONSTRUCTION. lj:N i, I'a 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD C4 -4 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT SEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESS40NAL ENGINEER/SURVEYOR. (Jr) Q) Q) m EGTI C N 31, 072 sq. ft. 0.71 ac, JO, 242 sq. ft. 0. 6-Q oc. JJ, 924 sq. ft, 0. 77 ac. J9, 528 5 0.90 4 45,869 S( I 1? 5 -7 57,278 sq. 1. J1 cc. 76,341 sq. ft. 1.75 oc. sq. (0. 18 (4,747 ft./-r (0, 11 J& r N A Nlf IRMA MANDEVILLE Nlf CHRIS TOPHE NIF & dADWIGA ZB/ GIVE w E. \EUGEN/A WILKOS NIF OH) Z H/G/\/ W E. NIF ROBERT G. & IFER L. CL A RK NIF JOHN &'DO/VNA L A L IBER TE \I-Q-MAININ& LANL)' Of 1EA N MA R C EL L S WOR TH A CQUES (179,49J sq. ft.) (4.12 cc.) NIF NOT A BUILDIN LOT MA TTHEW & KA FHL EE N RE ED Poo-f NIF Dcul WAY //V,/ CONS TRUC TION pI n� CO.. INC. 09�T--t �FJ- -A DETENTION AREA TRUMBULL LANE 04 JO, 000 sq. t 0. 68 cc. U3 J0, 0 00 sq. ff� 0. 68 GC. 30,,32J sq. ft 0. 69 cc. T -MPOI?AR Y E CUL —DE— SA C R AINING LAND NIF Of_ DELPHINE V RC DONAHUE VA C, (-,)Ut & 795 sq. ft.) 1A COUEL YN (7.67oc.) NOT A BUILDING LOT GALL A GEI T 0 W N T H\ I N S 0 R 0 F S 0 U T 0 W N 0 F V� R N 0 N NIF ED WIN W GERBER CIRCLE SECTION 1 SECTION (1 D1 TRUMBUL L 6 LANE PHEA SA N T WA 4) 2� 28) Arm- REVISIONS I I GRAPHIC SCALE 100 0 50 100 200 I I I I 86C 291 8755 I I esign 9 ofessionals, inc. 0- Civil Engineers Planners Surveyors CIS 165 sojt�� satedite road south windsor cunnecticut 06074 1 KEY MAP 1 CSUBDIV ISION SECTIONS 3 & 4) PREPARED FOR JmJ (Conalruction (Compan7 SOUTH WINDSOR CONNECTICUT - milmli IN FEET ) 1 inch 100 ft. DESICN.- DRA wAt.- L-L H CHf-CKED.- R,1A 3-12-99 UPGRADE BOUNDARY INFORMATION KMI j08 No.: 95-6T7 DA TE. 6-25-98 NO. DA TE DESCRIP TION FDRA WNG NO.: C.- \J08\958J7k8J7KM.DWG '1V am SHEET 7V 4 -w P qz' r ;7 Y'. J5,724 sq. it. JJ, 065 sq. ft. 0. 75 a c' 42,J6,3 sq. ft. 0. 97 TEMPORA R CUL - DE- SA C PHEA SA N T WA F., J4,067 sq. ft. J7, 072 sq. ft, 'i, 0. 78 cc. 0. 71 cc. A NIF CHASE ORCHARDS, LLC 47 400 J1, 726 sq. ft. JO, 242 6q. ft. cc O� 72 ac. 0.69 cc. ok, 31, 065 sq. ft, JJ, 924 sq. ft, 0. 71 ac. 0 77 cc. EOT19N 4 I)E('TICN 3 .308 JO, 4 7 0 sq. ft. J9,528 sq, ft. 0. 69 cc. 0. 90 cc. 4 Qr' > J01090 sq. ft. 45,869 sq. ft. J-5,7 0. 0. 69 oc. 1. 05 cc. y 4r. :1.;" 0, 59 ac. 36 DETEN] 57,278 sq. ft. .4 7EAfPORAR Y CUL - OF- SA C TRUMBULL LANE \30, 047 sq. ft. JO, 000 sq. ft. 30, 000 sq. ft. 3 0_ 6 0. 68 cc. 0. 68 cc. 0. 68 cc. T n W 'KT i �'j I N T 0 W N I uNLESS OTHERWISE NOTED. EXISTING U RLITY REVISIONS J LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD mo �4 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 9 Al I I IT I ITIPq APP T P97 1ZTALeC7f) W TWF —1 SIAKED BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-12-99 UPGRADE BOUNDARY INFORMATION KMI IMPRESSION SEAL AND ORIGINAL SIGNATURE rm-0 k& OF THE PROFESSIONAL. ENGINEER,/SURVEYOR. DA TE DESCRIPTION BY 860-291 '�755 GRAPHIC SCALE 0 m 100 200 i I esign Uprr of d-ssionals, inc. IN FEET I inch = 100 ft. Civil Engineers Planners - Surveyors - CIS 165 south satellite road south windsor - connecticut 06074 KIEV MAP DESIGN: I DRA WN.- EL H I CHECKED - 1?,IA JOB NO.: 95-8J7 IDA TE. 6-25-98 DRAWNG NO.: C.- �JOB�958J7\8,37KMDWG 21 krtr&(ge Meadow ff Rmvisirw - I.gF('TlnNQ -4 A PREPARED FOR JmJ comistiructloon comp1mv SOUTH WINDSOR CONNECTICUT SHEET I] loommmgw mr,